20001195 Ver 4_Site Plan_20070319

0
PIPE OUTLET PROTECTION DATA TABLE W In 0
~ pig papa - --tie for ~eagn _ © pr)
Name Diameder Vlfldth at PIPe WI~lth at L ~P~P
~ Cfs ft ft ft C~aas
602-ENDWALL 42 62 24 11 20 I
F01-ENDWALL 18 31 22 5 15 I
F01-02-ENDWALI 18 6 10 5 8 I EROSION CONTROL MEASURES DATA TABLE
F02-ENOWALL 36 40 20 9 15 I
G01-ENDWALL 5' x 5' CULVERT 260 36 15 15 II z d z
G01-02-ENDWALL 24 25 16 6 6 I cn o
G02-04-ENDWALL 24 19 14 6 6 I ~y1fe orar~ ~?es , n vet, n o o~ rt ~ sw. war ~e rac a~' ~b~+t n r~ea. ore. h eserd t eame~ ae. ~ ~a r~ra war skimmer or~ae ~-Fwmna, ~oa~ a X
G12-ENDWALL 30 32 18 8 8 I ~ 81ope X1 Len~h ft ~m R K 6t SP~aY. tt Wet VYldtlL ft Wa~nete , ki W x FD, ft ftf
H01-ENDWALL 5' x 5' CULVERT 276 36 15 15 II N- -V)
H02-ENDWALL 30 53 26 ~ 8 8 I 8hsst 1 z 0
K01-ENDWALL 60 170 32 15 15 II ~ L01-ENDWALL 48 91 26 12 12 1 RD-03 65 Rock D Rock Dam 7.40 90 50 3 4,500 2 20 5.5 - - - , - - -
M01-ENDWALL 48 71 26 12 12 I RD-O6 68 Rock D Rock Dam 6.00 140 60 4 8.400 2 ~7 5,5 - _ _ ~ _ _ _ 0
M04-ENDWAIL 30 31 22 8 g I RD-07 68 Rock D Rock Dam 8.30 ? 20 20 4 2.4~~ 2 23 5.5 - - - i - - -
N01-ENDWALL 42 52 22 11 11 I RD-OS 7 Rock D Rock Dam 6.90 950 70 3 10,500 2 20 4.5 ~ - - - - - -
P02-ENDWALL 48 88 26 12 12 I RD-10 8 Rock D - . RD-11 6 Rock D Rock Dam 11 50 75 70 4 5,250 2 40 5.5 - - - - - _ Q
2 30 5.5 - Rock Dam 10.40 970 80 4 13,600 w
S01-ENDWALL 48 23 26 12 27 ~ RD-12 67 Rock D Rock Dam 20.00 800 6p 4 48,000 2 54 5.5 - - - - - - w oc
THICKNESS OF RIP RAP SHALL BE 18" UNLESS OTHERWISE INDICATED. RD-14 7 Rock D Rock Dam 6.61 150 ~ 75 3 1~.25~ 2 22 4.5 i - - - - - - N
RD-15 7 Rock D Rock Dam 7.07 140 ~ 7p 3 9.800 2 23 4.5 i - - - ! - - -
RD-16 6 Rock D RD-17 6 Rock D Rock Dam 7.28 150 75 3 1~.25~ 2 22 4.5 - - - - - - Rock Dam 6.07 140 ~ 70 3 9.800 2 20 4.5 - - - - - -
RD-18 6 Rock D Rock Dam 13.52 ?00 0 3 20,000 2 43 4.5 ~ - - . - - - N ~
RD-19 6 Rock D Rock Dam 5.73 140 ~ 70 3 g~8~0 2 19 4.5 0 o LO 0
RD-20 6 Rock D Rock Dam ' 7.15 150 75 3 11,250 2 24 4.5
Rock Dam 5.61 140....- 70- 3 9.800 2 19 4.5 - - - - - ~t- cn ca mi cn v
SEDIMENT BASIN STABILIZED OUTLET DATA TABLE Ro-2~ 6 Rock D RD-23 SA Rock D Rock Dam ; 0.10 25 15 2 375 2 1 3.50 - - - - - ~N:2 <tw
RD-24 8A Rock D Rock Dam 0.13 25 25 2 625 2 1 3.50 - - - ! - - -
g/~p q~i(ay pipe l~9 fo1' D96~1 RD-25 8A Rock D Rock Dam 0.28 30 20 3 600 2 1 4.50 - - - ' - - - Z Z ~ Lli
NUMBER Dleme~ef ~enptlf VYldlh at F*1B Wldlh 8t L RIPRaD RD-26 8A Rock D Rock Dam 0.60 35 35 3 1225 2 2 4.50 - - - - - -
in ft ft ft Class RD-27 8A Rock D Rock Dam 0.10 25 15 2 375 2 1 3.50 - - - ~ - - - M Lli F- U m p LLI V)
SB-O1 24 67 6 12 ~ RD-28 SA Rock D Rock Dam 0.1 25 15 2 375 2 1 3.50 - - - - - - _ _ _ _ _t_ _ _ - - - - _ - -'r - - - _ - - _ _ -
SB-02 30 -67.6 8 16 I RD-29 SA Rock D Rock Dom 0 5 50 25 2 1250 2 2 3.50 - - - - - - w U)- 0 d < w ~ Li ray w oc Z
SB-02A 30 108 8 16 I RD30 _ 8A _ Rock D Rock Dam 0.6 50 25 3 1250 2 2 4.50 - - - - - - t~ LL Q. C~ tJ t~
RD-31 8B Rock D SB-03 48 71.4 12 25 ~ RD-32 86 Rock D Rock Dam 1 50 , 35 3 1750 2 4 4.50 - - - - - -
SB-04 42 72 10 18 I RD-33 8B Rock D Rock Dam 0.3 25 I 25 3 625 2 1 4.50 - - - - - -
SB-05 42 73.2 10 18 I Se-01 6 Sedime Rock Dam 0.3 30 25 2 750 2 1 3.50 - - - i - - -
SB-05A 36 178.2 8 16 I SB-02 75 Sedime Sediment Basin 105.00 350 150 4 52,500 2 NA 8.6 4.0 30 67A 24 6.0 15 6.0 3 x 3 x 2.5 Sediment Basin 36.00 260 195 5.5 50,700 8 NA 9.9 5.5 36 67.6 30 7.5 10 4.0 4 x 4 x 2.5
SB-O6 48 85.1 12 25 I SB-02A ne 6 Sedime Sediment Basin 36.00 330 330 4 35,200 2 NA 18.0 4.0 36 108.0 30 16.0 10 4.0 4 x 4 x 2.5
SB-07 30 70.9 8 16 I SB-03 76 Sedime Sediment Basin 82.00 450 220 6 99.000 10 NA 10.7 6.0 60 71.4 i 48 7J 15 5.4 6.5 x 6.5 x 3
- - SB-08 24 52.9 6 12 I SB-03A ne 7 Sedime Sediment Bosin 82.00 450 T 250 6 32,000 5 NA 11.2 6.0 74.5 ~ 7J 10 5.4 6.5 x 6.5 x 3 IA
SB-10 30 58.4 8 16 I SB-04 77 Sedime Sediment Basin ~ 187.00 770 ~ 330 5 254,100 10 NA 10.8 5.0 60 72.0 42 9.8 25 8.2 6.5 x 6.5 x 3
SB-17 24 67.9 6 12 I SB-04A 7 Sedime Sediment 8osin 154.00 200 600 12.8 120,000 10 NA 12.8 9 82 11.8 10 4.2 NA
SB-12 24 52.3 6 12 I SB-048 7 Sedime Sediment Basin 115.00 7.30 550 12.3 126,500 10 NA 12.3 9 80 11.3 10 4 NA 0
SB-13 30 54.3 8 16 I SB-05 78 Sedime Sediment Basin 79.00 370 250 6 92,500 2 NA 11.0 I 6.0 60 73.2 ~ 42 10.0 10 5.2 6.5 x 6.5 x 3 C6
SB-15A 30 66.2 8 16 1 SB-05A 8 Sedime Sediment Basin 79.00 320 j 300 8 17,000 10 NA 32.0 8.0 48 178.2 36 30.0 10 5.2 5 x 5 x 3.5
SB-15B 30 61.2 8 16 I SB-06 6 Sedime Sediment Basin 183.00 60 20 40 8 144,000 10 NA 13.4 8.0 60 85.1 48 12.4 17 8.0 6.5 x 6.5 x 3 - _ - ----r-- - - - - - - - - - - - 0 Q
SB-16 30 55.3 8 16 I SB-07 67 Sedime - - - - - Sediment Basin 45.00 600 170 6 102,000 5 NA 10.6 6.0 42 70.9 30 8.0 10 4.3 4.5 x 4.5 x 2.5
SB-16A 42 173 10 18 I SB-OS 67 _ Sedime - Sediment Basin 15 00 260 ~ 85 4 22.100 2 NA 7.0 4.0 30 52 9 f 24 5.5 10 2.8 3 x 3 x 2.5
SB-17 30 54.8 8 16 I SB-10 67 Sedime Sediment Basin 34.00 500 j 300 4 150,000 2 NA 8.1 4.0 36 58.4 30 5.5 10 3.7 4 x 4 x 2.5
SB-11 74 Sedime SB-18 30 53.2 8 16 I SB-12 68 Sedime Sediment Basin 24.00 500 60 6 30,000 2 NA 70.0 6.0 36 67.9 24 9.0 10 3.4 4 x 4 x 2.5 W J z
SB-19 30 55.6 8 16 I SB-13 68 Sedime Sediment Basin 12.00 270 ' 150 4 40,500 2 NA 6.9 4.0 30 52.3 i 24 5.5 10 2.3 3 x 3 x 2.5
Sediment Basin 22.00 ?_00 250 4 50,000 2 NA 7.3 4.0 36 54.3 30 5.6 10 3.1 4 x 4 x 2.5 Sediment Basin 25.00 290 75 6 21,750 2 NA 9.6 6.0 36 66.2 30 8.0 10 3.4 4 x 4 x 2.5 T'
SB-15A 68 Sedime THICKNESS OF RIP RAP SHALL 8E 18" UNLESS 01HERWISE INDICATED. SB-03A, SB-04A, AND SB-046 OUTLET SB-158 69 Sedim PROTECTION IS SHOWN IN THE PIPE OUTLET PROTECTION DATA TABLE DIRECTLY ABOVE THIS TABLE. Sediment Basin 25.00 400 70 5 28.000 2 NA 8.6 I 5.0 36 61.2 30 7.0 10 3.4 4 x 4 x 2.5 r
SB-16 8 Sedim S8-16A 69 Sedim S8-17 7 Sedim SB-18 7 Sedim SB-19 7 Sedim ST-01 65 Temp. Sediment Basin 22 63 250 125 4 37,250 2 NA 7.5 ~ 4 36 55.3 30 5.5 10 3.3 4 x 4 x 2.5
Sediment Basin 4.20 370 180 8 66,600 g NA 31 8 48 173 42 NA NA 1J NA i~ Z
Sediment Basin 25.31 240 120 4 28,800 2 NA 7.4 4 36 54.8 30 5.5 10 3.3 4 x 4 x 2.5 W
Sediment Basin 15.66 220 110 4 24.200 2 NA 7 4 36 53.2 30 5.5 10 2.7 4 x 4 x 2.5
Sediment Basin 24.24 250 125 4 31,250 2 NA 7.5 4 36 55.6 30 5.5 10 3.3 4 x 4 x 2.5 wac z
Temp. Sed. Trap 5.50 80 50 4 4,000 2 16 5.5 - - - - - -
Temp. Sed. Trap 5.50 115 70 4 8,050 2 16 5.5 - - - j - - -
PERMANENT DIVERSION DITCH DATA TABLE sT-o2 ss Temp. ST-10 g Temp. Temp. Sed. Trap 0.30 120 65 4 7,800 2 2 5.5 ~ - - - i - - -
- ST-11 8 Temp. Temp. Sed. Trap ~ 4.80 110 ~ 100 4 17,000 2 17 5.5 - - - - - -
~ M~ ST-13 8 Temp. Temp Sed. Trap 5.20 90 i 40 3 3,6Q0 2 18 4.5 ~ - - - ' - - - - - - . _ -._.-r _
DNCh YVkltl~ ~ePti? ~ ~ ST-13A 69 Temp. Temp.- Sed Trap. ._.._-.5.20 90 ~ 40 3 _ 3,600 2 18- 4.5 - - - - - -
ID ft ft X:1 ST-136 69 Temp. Temp. Sed. Trap 2.60 130 50 3 6,500 2 18 4.5 Temp. Sed. Trap 4.50 320 ! 130 8 41,600 3 16 9.5 i - - - ' - - -
P1 2 1.5 3 Class I Rip Rap gT_14 g Temp. Temp. Sed. Trap 4.50 320 130 8 41,600 3 16 9.5 - - - i - - -
P2 2 L5 3 Class I ip Rap ST-14A 69 Temp. Temp. Sed. Trap 2.10 165 100 6 16,500 2 g 7,5 - _ _ _ _ _
P3 2 L5 3 Class I Rip (Zap ST-15 8 Temp. Temp. Sed. Trap 1.60 80 45 4 3,600 2 6 5.5 - - - ' - - -
P4 2 1.4 3 Class I Rip Rap ST-16 6 Temp. Temp. Sed. Trap 1.10 710 65 4 7,150 2 4 5.5 - - - - - -
P5 2 7J 3 Class I Rip Rap ST-17 6 Temp. Temp. Sed. Trop 0.60 80 40 2 3.2p~ 2 3 3.5 - - - - - -
P6 Omitted ST-18 6 Temp. Temp. Sed. Trap 0.80 80 30 2 2,4Q0 2 3 3.5 - - - i - - - W
P7 2 1.8 3 Lass I ip Rap ST-t9 - 6 Temp. - - - - ---1-------------- Temp. Sed. Trap - 1.14 70 35 3 2,450 2 4 4.5 - - - - - - w
P8 2 1.5 3 Lass I Rip Rap ST-20 8 Temp.- Temp. Sed. Trap 0.66 50 25 3 1,250 Z 3 4.5 - - - - - - _i
P9 2 1.5 3 Class I Rip Rap ST-21 8 Temp. ~ - ~ ~ i~k~~ R~~ ST-22 8 Temp. Temp. Sed. Trap 1.38 70 35 3 2,450 2 5 4.5 - - - - - - U V)
Temp. Se d. Trap 1.64 80 40 3 3,200 2 6 4.5 mi 0
P11 2 1.5 3 Class I Rip Rap ST-26 7 Temp. Temp. Sed. Trap 2.23 90 ~ 45 3 4,050 2 8 4.5 -
P12 4 1.5 3 Class I Rip Rap ST-27 ~ TemP ST-28 6 P. Temp. Sed. Trap 0.38 40 20 3 800 2 2 4.5 - - - - - I- 0
P13 Omitted ST-29 8 Temp. Temp. Sed. Trap 2.78 100 50 3 5,000 2 9 4.5 - . _ Z z
P14 2 1.5 3 lass I ip Rap ST-31 6 Temp. Temp. Sed. Trap 1.93 80 40 3 3,200 2 7 4.5 - - - - - oq L;j
P15 2 1.5 3 Class I Rip Rap ST-32 6 Temp. Temp. Sed. Trap 1.49 70 35 3 2,450 2 5 4.5 - - - - dZ cr. < u° C)
P16 2 2.0 3 lass I Rip Rap ST-33 6 Temp. Temp. Sed. Trap 1.29 70 35 3 2,450 2 5 4.5 - - - - - -
p1 7 2 1.4 3 Class 1 Rip Rap uj Z 't
P18 2 1.4 3 Class I Rip Rap
P19 2 1.5 3 Class I Rip Rap Use proposed storm drainage structure and culvert pipe as shown on drainage plans
P20 4 1.6 3 Class i Rip Rap
P21 2 1.5 3 Class ( Rip Rap MINIMUM DEPTH AND MINIMUM T P22 2 1.5 3 lass I Rip Rap MINIMUM TOP OF DAM HEIGHT PROVIDED ABOVE FOR NCDENR REVIEW ONLY. CONTRACTOR SHALL CONSTRUCT EROSION CONTROL MEASURES REFERENCED IN THE ABOVE TABLE USING ELEVATIONS PROVIDED ON PLAN SHEETS. iC W
Oa. W =
P23 Omitted
P24 - 2--- - 1.7 --3 Grass
P25 2 0.9 3 Grass W Z
P25A 2 0.8 3 Grass W
P26 2 0.9 3 Grass H a a
P27 2 1.5 3 Class I Rip Rap W V)
P28 2 7.5 3 lass I Rip Rap ~C
P29 0 2.2 3 Class i Rip Rap n
P30 2 1.5 3 Grass W w
P31 2 1.5 3 Class i Rip Rap t!~ Q
P32 3 3.1 3 loss I Rip Rap z
P33 4 3.1 3 Class I Rip Rap W
P34 0 2.5 3 Grass E&S CONTROL , 0%1112141810t
P35 0 2.5 5 Grass T) rr
P36 0 4.1---j 3 Class I Rip Rap TALBELXJL q V" T-
THICKNESS OF RIP RAP SHALL BE 18" UNLESS OTHERWISE INDICATED. - •4 SEAL r = = ENGINEERING PLANNING CONSULTAA „ 14613 • _ 26421 9SULTANn S HT.
'N' 4944 PARKWAY PLAZA BOU11"ARD SUM 39 85 SUM 350
IiDR Engineering, E . CHARLOTM Inc. , . . ~ , NORM CAROLINA 28217 A 28217
r <rOe Cp ~p p of the Carolinas PH®NE. G ? • \ 704.426-6070 FAX. 704-426 Q r~ !'1 r % Cat{' ' t E \ 42b-6x80
~dljlti 111®'~~ /!rlr~ err11 r ~ ~ E ~ o ,fir www.talbertandbright.com OF 14
128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202 =moo
- - -

C7
4' (TYP)
3° (TYP)
a Q tj © p
V-~~S ~~5
18" THICK _
CLASS
RIP RAP V) z
W/ GROUT O (D Ln
IN FILL F
SECTION D-D
V)
z 0
5, O
- TOP OF BERM w
W
V)
w
w
4 TOP OF RIP RAP r- c-41 K) d- E
t~
4
~7 ~ 12~~ N ~
2~ SI.OF'E L0 a
N
C!) F-
Lij o to v 13; LLJ CL N o
. _ _
18" THICK m z U co W z
CLASS t~l w z Li V)
RIP RAP z W W
W/ GROUT IN FILL SECTION C-C
W w c- ry z Q 0 C.. CL 0 U L
C
B
TOP OF DITCH
LOW SPOT WITH DITCH LINE
M
D p
0
O.
. DITCH B0 DITCH BOTTOM
0 Q
a J
_ . ® Q
Z
Q
12' _ . Mini -
12' H Q
F~<< 5' TOP OF DITCH z
SC ~pF ce.
19; -EXiSTING_ _ ~BERM~ W
~~~QF, p GROUND
z
Gv~ ~ C A
C w
m~
- - 18'~ CL I RIPRAP ~ B ~ FILTER FABRIC rz ~w
WHERE SPECIFIED r- UNDER RIPRAP z~ o>- ,
J¢
A =MINIMUM DEPTH OF CHANNEL LINING, FT. 4' ~
B =BASE WIDTH OF CHANNEL, FT. = l~ .
C =DEPTH OF CHANNEL, VARIES TO CREATE H
MINIMUM LONGITUDINAL SLOPE OF 1%.` ~W 2~~ W ~ J~
MINIMUM C=A D =SIDE SLOPE VARIES J
cn Q LLJ
SEE PERMANENT DIVERSION DITCH DATA TABLE FOR ~ 4 r ~ 18" THICK F~
CHANNEL DIMENSIONS AND LINING REQUIREMENTS. VARIES CLASS RIP RAP W J.
PERMANENT DITCH SECTION W/ GROUT A ~ _ ~ A U)
I IUIV t5 IN FILL 0.
0.
® 0
8 L
TOE OF SLOPE 12 J m
18 THICK dL
CLASS I -ji 8 MAX 4 2
OR TIE TO RIP RAP 0. W~
W GROUT LATERAL SECTION A-A
IN FILL DITCH c~
LEVEL PAD u i .~g
NOTES:
1. GROUT COVERAGE TO BE 22 GALLONS PLAN Z o
PER SQUARE YARD OF RIP RAP. W N
2. RIP RAP SURFACE TO BE SPRAYED LIGHTLY WITH WATER AFTER GROUT
APPLICATION. RIP RAP FLUME Ma.s to
NOT To SCALE w W co
Q z
W
E&S CONTROL / 01 1 1 f i l l / J li
ee`+ ~~rs 1 A i T) T
e ~ • ti i &B G1 aGHT
owl s t w o m SEAL • - - ENGRGEMG & P G C ONSULTAN 4SULTA n SHT. 84
14613 _ 26421 - . . 4444 PARKWAY Pt.A ZA BOUl"ARD, SUrrE350 SXM 350
pd .,NG ,a , •.N 141e5 CHdAFJ-CqTE, 4r NDR Engineering, inc. GIN~,• NORTHMOI34A 28217 A 28217
r, ee of the Carolinas o, "41 E. Cp A. PH®N& 704.426-6070 FAX. 704,426 0 ® d~/6'IIIN~rrO • t i r r r 1 k k 1111, s 426.6
OF 14th
www.talbertandbriht.com i 128 S Tryon Street, Suite 1400 I Charlotte, NC 28202
i[

W LO C)
d n
SLOPE DRAIN INLET FLARED END SEGTION C~
PROTECTION SEE DETAIL ( )
,r ~ ~ " 3 -0 TYP L =THE DISTANCE SUCH THAT PAINTS
I TO COINCIDE CONSTRUCT AND MAINTAIN EXTEND DRAIN AS REQU RED D .,TARN DRAIN #57 STONE A AND B ARE OF EQUAL ELEVATION.
EMBANKMENT EARTH BERM DITCH A5 WITH HEIGHT OF FINISHED . SEE TABLE FaR STONE
CONSTRUCTION OF EMBANKMENT " PROGRES5E5 (24 MIN.} CLAS5IFICATIaN AND r. THICKNESS
A ELBaw A #57 STONE sECT~oN A B V z
~ f ~ J• r L O z V) p
THE EARTHEN BERMS THAT ' ~ p W F-
WILL BE USED TO DIVERT 18 TEMPORARY i ~ P-156 FILTER FABRIC ~
RUNOFF TO THE TEMORARY SLOPE DRAIN " SLOPE DRAINS WILL HAVE A -0 ` D.a~ 1.a~ SLORE NOTES. NOTES: ry
MINIMUM HEIGHT OF 24 INCHES MIN. FOR OUTLET PROTECTfON INFORMATION SPACE CHECK DAM 1N A CHANNEL SO THAT THE CREST V)
ABOVE THE TOP OF THE SLOPE SLOPE DRAIN OUTLET " DRAIN PIPE 18 TEMPORARY SLOPE DRAIN 5EE THE RIPE aUTLET RROTECTIaN DATA OF DOWNSTREAM DAM IS AT ELEVATION T L of HE TOE of Q U
PROTECTION . TABLE aN SHEET 85 aF 140. UPSTREAM DAM.
STAGE BUILDUP OF EMBANKMENT (SEE DETAIL) BERM 0 U-
ELBOW
4 A
' ~ ~J 1 -~0 2 -0 EROSION CONTROL ~;r S .-.r TOE OF EMBANKMENT STONE (CLASS B) Q W
r 1.5 MIN. 9 MIN. N. ~ ui
VARIES SEE TABLE FaR
NGDOT X57 ~r:~ 2'-0" MIN D WASHED STONE ~ ~ ~ ' ITCH 2:1 SLOPE D STaRM DRAIN 3xD W DIMENSIONS _ a~~,-• ,may ( r ti ~^Y,. - - N Po d' LO
Oyu D ~ ~ ~ ,
SOW F ° u ~ ~,f I ; ti~ ^r. r yI 1
.~a~r''".-~ `%G Rqp~ pE, o BRA J ,1.,.J O L l
FILTER FABRIC \ ? ~p w. I N
OUTLET ELEVATION A EXCAVATED EDIMENT PLAN SEDIMENT d"
TORAGE O L x 8 W OLx8Wx2D ~ } F W N Q W -7 a. N
EACH SIDE r` ~ . ti_p ~'~p,~'k~
NoT To scALE ~ r, P--156 FILTER F~ NOTTOSA C LE FILTER FABRIC
NOT TO SCALE 0 m ~w W z j.'
5D~-6.3 SD-6.3
A z W W
W
~ CLASS B RIPRAP G7 C2.. LL D U CD
EROSION CONTROL
RIR RAP STONE
57 WASHED STONE
1' THICK x 3' HIGH (MIN.) TEMPORARY 1 . I { I I I ,
CLA55 A EROSION CONTROL STONE (.p Wd~ 57 T NE
" >ti THICKNESS = 12 ~ \ S O ~ ~r a~, i f ; i ~
f tai l y` ~ ti .,p r ~ ~ ~ PIKE ~ r ~t~' ~ 24" MAX. 24" MAX.
a : ~ ~ s ~ J r _ r P ~ Z f Y ~ 4~ yr yy. f ta•• r: . Y~:: r ~ at center at center H
~ r° ~ t""; w ' `t it ~ r ~ yi ~ ~i! ~t 11,, r . ' Y w~f , 't~ C • f wf~
FLOW ..,~.r,~~}, P 156 FILTER f~ ~ ~ O
~ k. ~ "fin ~i j w "S a
18 TEMPORARY ~~~,~,li ~p.~a~°~ ~ .r SLOPE DRAIN ~T:.:~;~:;~=~, , ~ ~ ~~:,s SEDIMENT STORAGE AREA
~ _
r 3 SECTION A-A 0
0 J
6' PERSPECTIVE VIEW STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP r Q 10 z
WATER FROM CUTTING AROUND THE DAM.
#57 WI #57 WASHED STQNE
NOT TQ SCALE r I T pOr
SEDIMENT 51 aED MEN STORAGE ZONE G~ ' 1 W RIR RAP `5 Y,
STORMWATER 51 RMWATER STORAGE ZONE ~;,w~~`s~ ~ 4~i 0 Z
<p " ,K~~; NOT TO SCALE
t 1 ~ ,.~~~~s L ac W
12" MINIMUM .~57 STONE ` ~1 RIRE CD--6.8 2 a t ~ jj ~E S,
"MINIMUM 57 STONE 12 ~ ~v "4~. z
5' MIN, 2' DEER x 4' WIDE KEY
LENGTH MAX. SEDIMENT DERTH
1.5' (CLEAN OUT ROINT}
X sECTION
0,4~ ~ Q `r`/ 3 600 CU. FT ACRE ~
r~ ~
f~ ~ ~ . ~``b, LOCATIaN W ft. H ft. RIP RAR a s
NOTES: ~ ~ pt f j Y a~ f'~ 9. F I ~ \ I-485 CULVERTS 5 4 CLASS II
1. USE FOR DRAINAGE AREAS ~t w ` \ ~ t ~ ~ . / r'' / ~ / ALL aTHER CULVERTS 2 3 CLASS I
~ ~ NOT EXCEEDING 5 (FivE) ACRES. / , ? f / ~
2. EARTH BERM SHALL BE STABILIZED W SEEDING FILTER FABRIC GENERAL NOTES
ACCORDING TO NCDENR SPECIFICATIONS. 1. ROCK INLET PRaTECTIaN SHALL BE USED TO J
OVERFILL 6" FOR PROTECT EXISTING PIPE INVERTS.
5ETTLEMEN T 2. DIMENSIONS SHAWN ARE THE MINIMUM ACCEPTED UNLESS aTHERWISE NQTED. -
n 21 MIN. cn w LU
WIDTH z
4 MIN. > O
(WEIR LENGTH) , NOT To SCALE EXCELSIOR-.EROSION-~ CONTROL BLANKET-.... 0
1.5 CENTERLINE OF M U)
SEE EROSION CONTROL MEASURES DITCH
TABLE FOR SEDIMENT TRAP SIZES. 2:1 SIDE SLOPE MAX EMERGENCY o D J
BY--PASS DITCH LINER DETAIL t~ Z 0
6" BELOW FILTER FABRIC. ? SETTLED TOP NOT TO SCALE ALL U to
F DAM 1:1 SIDE SLOPE MAX ui z
COMPACTED SOIL ,CTED SOIL 2' MIN NOTES- 1. EXCELSIOR MATTING SHALL MEET THE REQUIREMENTS OF SECTION mJ z Q N
J•. 1060-8 OF THE NCDOT "STANDARD SPECIFICATIONS FOR ROADS AND
3' MIN. STRUCTURES WITH THE EXCEP11ON OF THE WEIGHT OF THE EXCELSIOR :~t: :9::•;>,:~s,.~;..,;.,. MINIMUM WEIGHT OF MATTING. THE EXCELSIOR MATTING SHALL HAVE A ow
SECTION STONE MAINTENANCE: 18 MIN GO 0.73 POUNDS PER a w = : F SQUARE YARD. THE MATTING. SHALL BE INSTALLED IN it W
ACCORDANCE WITH MANUFACTURER S RECOMMENDATIONS. { "1 i i ~ f I^^" V7 ~ ~ ^I ~ ~ ..i.• I. ^.^.'Y ~ I ~ _ I ~ f.w,_..I 1 1..~..r , I f 6- ; V ~ i'I j.t JI OL W X
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL.; 2. THE DITCH LINER THAT WILL BE USED TO LINE THE DITCHES ON THE TT!,
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT 1S REMOVED IN z _ 1,....-.3 ; i..._ f I,.. j t.M,_...t ..wl I { ; E 4 ! I I .._.I , I S.- PROJECT SHALL BE: AMERICAN EXCELSIOR COMPANY CURLEX DOUBLE I
A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. NET (CURLEX II) OR SIMILAR APPROVED BY THE ENGINEER.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM 6' TYPICAL 3. EXCELSIOR MATTING SHALL BE INSTALLED ALONG THE CENTERLINE OF THE
OF 1,5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE, ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY, DITCH A MINIMUM OF 50 LINEAR FEET FROM EACH INLET, BOTH DIRECTIONS,
UNLESS OTHERWISE: INDICATED OR DIRECTED. Z LLJ W N
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
NOT TO SCALE ~t Q 0
SEDIMENT TRAP. N_Q_u NQIES
NOT TO SCALE 1. 1 1. TEMPORARY DIVERSION DITCH SHALL BE CONSIDERED INCIDENTAL W w
ST~-6.60 TO THE PROJECT.
NOTES: z w
E&S CONTROL r ptuuetrhl® , , , J
1. EARTH BERM SHALL BE STABILIZED W/ SEEDING ACCORDING TO NCDENR SPECIFICATIONS. + 0 CA -NT ? LL- TrVil
2. SIDE SLOPES IN EXCAVATED AREAS SHALL NOT EXCEED 2:1. ID U r•°reeeeee ~ / ~ O, e• I C ! TALBERT &BixLux UGH
3. SEDIMENT TRAP IS A TEMPORARY EROSION AND SEDIMENT CONTROL MEASURE.
4. THREE SILT FENCE BAFFLES SHALL BE INSTALLED ACCORDING TO SILT FENCE BAFFLE DETAIL. SEAL c' . = = ENGNNEE NG & PLANNNG CONSULTV NSUL'TANTS S HT.
4613 - 26421 - : : ,a. d e q 444 PARKWAY PLAZA BOULEVARD, SUITE 39 83 D, StJI1`E 350
5. ALL WORK REQUIRED FOR THE PROPER INSTALLATION, OPERATION AND MAINTENANCE OF IN's WDR Engineering, Inc. GI . tv CMARIJYM NORTH CAROLINA 28217 IA, 28217
EACH SEDIMENT TRAP INCLUDING BUT NOT LIMITED TO, SILT FENCE BAFFLES SHALL BE INCIDENTAL TO EACH SEDIMENT TRAP ITEM OF WORK, UNLESS SPECIFICALLY INDICATED Iwo w A e of the Carolinas ~ IA) G ? C k 704-426,6070 FAX 704-426-M ' k V V~1/llplillttl~ it r r r s s 426-6080
OTHERWISE. ® www.tolbertandbri ht.com of 140
9 128 S Tryon Street, Suite 1400 Charlotte, NC 28202
- -

6'-O" MAX STANDARD STRENGTH FABRIC) (
„ 50' MINIMUM 0
8 --0 MAX (EXTRA STRENGTH FABRIC) W to Cy
( } WIRE FENCE 14 GAUGE MIN O ~
WITH 6x6" MESH PUBLIC STREET SPILLWAY DETAIL
r, x~~ ~ ' ~ ~ t TOP OF ROCK ABUTMENT
~ f~l~ Sx n~ P r.. X19 rt Ali 4~
4..,.,. ~ ..,r 6 MINIMUM THICKNESS ~ ~ e 1'tN r' C.J* C.t(,. THICKNESS ~ ,T;1 I. rte-
~ ~ ~;;I~ ~ I~~~-~1~i13 ~ ~r~ 2 MIN
~ , ~ ~y`'~ a P--156 FILTER FABRIC UNDER STONE h
~,r~; ~ EXISTING GROUND { 1' \ a~ `x . ~ ` I~.. tia~,~~<;-,..; ~ , SPILLWAY t17
Cdr IA. i 1 , ~ ~ Z O : Z
! Y t 4 ~I i S. ~ ~ - SLOPE FOUNDATION ~ r. r ~ ~ f t}}o C7
z~ y.... a ~ , t ~ ~ r . ~ s a n I -i M ~ ~ .tea ~ ~ i f 4 f i ~ ~ 7 ~ "1 LEI ~
r ~ FILTER -,r~ ~ t d O
~ ~ ..~s~~ r ~ f( ` ' ; ~~~1'~~s ~_...,r_ FABRIC GRAVEL FACING ;.V ~ ~ ~..~~.~-~~~...x F- U)
l ~ } ~ , ~ Z 0
.J w~Z r ~ w r T r t ~ ~ r , PUBLIC S REE w~
f' t4 ` ; , `t ~ STEEL P05T r , ~ ~ y~ ~ 3 ~ t I S ~ t~ ~ NOTES. CK 0
Z ~ r ,r^~ ti, .ii ~ r ~;r~, r,G :c' a,~; .~t~ BAGKFILL WITH ~ ; r ; ~ ~ }r , ~ ` are < .~t~ , ~ Y. "a`, .a..,l r ~ j[~~.y. ; ,_...,~,,:.~,,-.-t ~ 1. SEE EROSION CONTROL MEASURES TABLE FOR LL- ABLE FOR ROCK
, MINIMUM 8 ~ ~ ~ ~ ~r , ~~~,~,f~"~' DAM SiZiNG AND SEDIMENT BA IN I fN . ZING.
THICK LAYER ~ ~ , " FILTER FABRIC _ , , ~ r.; , ~ - ~
OF 7 STONE ~ ~ x -H ~ z ~c ' 0~ ~ ~r-~'~,, ~j w w
Ism _ ~ a I ~ ~.Oyy 1 LoW------~-
P ° v~,~,.. I,., ~ N. O 5 MIN y~; f ` f~ r- N po rs)
i L j~n ~ f~ ~ J .l
M 1 w a , ~ ~ ~ I~.. ~ °D o STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A A STABILIZED PAD OF CRUSHED VGA ~'~~..k` , ~..~9 I r,. t S
I ~ . ~ ..F CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. ~k . ~~l' 'k-1 1~ t N
00 „ STONE TO BE 2-3 COURSE AGGREGAT EXTEND FABRIC AND ' ~ " IN AiNE IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ' r' ~ ~ ~ r~ _ t" LEVEL APRON EDiMENT .M.-, i `~1, f-., 0 L0
THE ENTRANCE SHALL BE MA T D WIRE INTO TRENCH „ V-TRENCH 4 ONTO PUBLIC STREETS OR EXISTING PAVEMENT. TNIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL ~ 1 \ 4 ~ i 'w R ~ ~......f i \f~-...J h ZONAL r r ~-w-; . ~ jj' J/ ,ij'~^~-~»,T~ Ir N
AND BACKFILL STONE AS GONDITtONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. L WIRE 4 ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. MENT. ,l. 3 c.,,.,, ~ , r.., ~~`Q ~ f i 1 t tt) t- O C/1 U
WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN v~4 J 4r ~....1S r-, l F....~ `5,~r~i( ~1~ ~~i" l Y~ `J fir, l" 1 r ET. WHEN ~ ti~ ~ ~ ~ w [ W N Q W
WASHING i5 REQUIRED, IT SHALL BE, DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTQ AN > INTO AN ~ : `t ~ a
APPROVED SEDIMENT BASIN,
NOTES: ~ FILTER FABRIC SHALL BE MiRAFI 500 OR EQUAL TH AND SHALL BE A MINIMUM ~ STABILIZED CONSTRUCTION ENTRANCE IS A TEMPORARY EROSION AND SEDIMENT CONTROL MEASURE, AND SHALL BE 1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WID i SHALL BE ' ' 1~ ~J ~ s rl m z 0 W z m
OF 14 GAUGE WITH 6"x6" MESH SPACING. ~ REMOVED ONCE ALL HAULING IS COMPLETE. ONCE STONE IS REMOVED THE AREA SHALL BE SEEDED AND MULCHED MULCHED SPILLWAY CREST ,war ,~~va~~f t ~-'~,~,~'~Y M C) V) °w h-- r-=
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE Z (D ~ -5 ~ U W
FASTENED ADEQUATELY TO THE WIRE AND/OR POST IN ACCORDANCE WITH ~~ir ~ f~ ~ ~ ROCK UT NT ~v.: AB ME W° w 9 Z r
MANUFACTURER'S RECOMMENDATION. „ Nor To scAL~ n CL Q- C:3 0 c~
3. STEEL POSTS SHALL BE 4 -O IN HEIGHT AND BE OF THE SELF FASTENER ANGLE STEEL TYPE, CE-6.06 ROCK ABUTMENT
4. SILT FENCE TO BE UTILIZED ON AS NEEDED BASIS, BASED ON CONSTRUCTION OPERATIONS AND GROUND CONTOURS. EXACT LOCATIONS TO BE DETERMINED 5' MIN SPILLWAY CREST ELEVATION ~
IN FIELD DURING CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL WEEP HOLES WITH INLET PROTECTION. C'~..-' - iw1' r ~ t ,
2 MIN CL. k AND II RIP RAP
TOP OF DAM w . ~ r°` ~ ~
NOT TO SCALE TRASH R~ --TRASH RACK 4
TOP OF i WIDTH ...,w~,~. 2 ~t : 3 TOP OF DAM HEIGHT '
5F-5.62 6 MAX ti~4 UPSTREAM ~ tZ!
FAIRCLOTH SKIMMER PER 2006 NCDENR STANDARDS GRAVEL FACING -,,i . ~ E s~ b110
1 THICK MIN f- P~ ' EMBANKMENT STABILIZED ~ ' ~ + ~ ~ w , e; ~ ~ jw ROCK APRON a APRON ~
X57 STONE a~ s~~~.. ~ ~.,.T. C. C.,Y Q~ _ WITH VEGETATION ~ ~ ~ . ~ ;w
1.5 MIN.) v~_t~..f . .w,, ~ F Q
~ ~fi~ a ~ 1 a
2.5:1 S P LO E MAX Q
FILTER FABRIC 1% MIN. 2
RISER HEIGHT , ~ , , ~ ~ ~ ~
#57 WASHED STONE 1:1 ANTI-SEEP PRINCIPAL COLLAR 1-
sPiLLWAY NOT TO SCALE BARREL Q
STABILIZED OUTLET CUT--OFF TRENCH, ~ Z
ANTI--FLOTATION BLOCK SELECTED FILL 2' DEEP MIN LAY ONE BLOCK ON SIDE
PLACED IN LAYERS ON BOTTOM ROW EACH SIDE CONCRETE BLOCK W
AND COMPACTED OF BASIN FOR DEWATERING h-
2' MIN. ~ i~iii ~
:1 a~
t
~ 4~~~~`.
NOT TO SCALE is
~f SB-6.61
~,OTES: 1. ANT!-SEEP COLLAR SHALL HAVE A MINIMUM PROJECTION OF 1.5 FEET
BAFFLE (TYP.} 2:1 SLOPE GRAVEL FILTER AROUND THE BARREL OF THE PRINCIPAL SPILLWAY BARREL. LOCATE ,
57 WASHED STONE ANTI--SEEP COLLAR DOWNSTREAM FROM THE CENTERLINE OF THE DAM. }
EARTH BERM 2. THE BASIN AND ALL MATERIALS AND PROCEDURES PERTAINING TO THE
AND MAINTENANC OF THE A I HA L BE IN ACCORDANCE CONSTRUCTION E B S N S L
WITH NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL
RESOURCES STANDARDS. 9SSUED JUNE 2006. ~ ) ;r_,
3. EMERGENCY SPILLWAY SHALL BE CONSTRUCTED IN EXISTING GROUND, AROUND t W
EMBANKMENT. X57 WASHED STONE
S- 4. SEE EROSION CONTROL MEASURES TABLE FOR SEDIMENT BASIN 51ZES8 A R HARDWARE CLOTH OR RISER/BARREL DIMENSIONS, EMERGENCY SPILLWAY SIZE, ND SKIMME I~ _ _ _
ORIFICE SIZE. WIRE SCREEN (1/2"' OPENINGS) INGS) ..r Q
TEMPORARY SEDIMENT POOL--\ BLOCK ON SIDE ~C 0
% 4~ 1% 44 5. THREE SILT FENCE BAFFLES SHALL BE INSTALLED ACCORDING TO DETAILS. FOR DEWATERING SIG CC ~
N, N, ti 6. ALL WORK REQUIRED FOR THE PROPER INSTALLATION, OPERATION AND . Z ~ <c
INLET ZONE MAINTENANCE OF EACH SEDIMENT BASIN INCLUDING, BUT NOT LIMITED TO, 0 Z J
"NOG WIRE ATTACHED 35% OF SURFACE TO POSTS WITH LENGTHS AREA SILT FENCE BAFFLES AND STABILIZED OUTLETS SHALL BE INCIDENTAL TO „ SEDIMENT 1 6 EACH SEDIMENT BASIN ITEM OF WORK, UNLESS SPECIFICALLY INDICATED fi U
OF WIRE *14 DEPOSIT OTHERWISE. y 1 MAX.
HORIZONTAL METAL POST WIRED SECURELY TO VERTICAL VA VA VA V1 W a J Z 0 ru 'W
POSTS FIRST CHAMBER 25% OF SURFACE AREA
BAFFLE INSTALLATION STEP 1 SECOND CHAMBER
CLASS #1 RIP RAP 25% OF SURFACE AREA AT WEIR e" cr,
DROP INLET WITH GRATE INLET W GRATE
OUTLET ZONE 15% OF SURFACE ARE
NOTE C.~ cc z
1. DRIVE 5' STEEL POST AT LEAST 24" INTO SOLID GROUND. i F-
2. USE STAPLES 1' APART HORIZONTALLY low W
AND VERTICALLY TO ATTACH THE FABRIC TO THE HOG WIRE. BLOCK AND GRAVEL INLET PROTECTION a z
3. SPACE THE BAFFLES ACCORDING TO PERSPECTIVE VIEW NOT TO SCALE
THE APPROVED PLAN. FENCE AND FABRIC IP-6.52 W V)
4. THE FLOOR OF THE BASIN IN THE BURIED IN TRENCH OUTLET ZONE AND BERMS SHOULD „ CL 0
BE SEEDED IMMEDIATELY AFTER TOP OF BAFFLE SHOULD BE 6 NOTE: W w
THE BASIN IS CONSTRUCTED CUT 6" SLITS IN THE FENCE BELOW THE TOP OF THE BERM BLOCK AND GRAVEL INLET PROTECTION IS A TEMPORARY DEVICE AND SHALL BE REMOVED ONCE DISTURBED AREAS HAVE BEEN STABILIZED
FABRIC WITH A KIIFE ALONG z
WIRE IN EVERY 6"x6" TRENCH, THE BOTTOM OF THE HOG BACKFILLED AND OTHER SQUARE W
WIRE VERTICALLY AND COMPACTED E&S CONTROL ®got'~a~iorpir~d~i ~ , ~ i E,,, h Mme. O i t.a..
HORIZONTALLY D T1
NOT sG 04 TALBERT UGHT
d • Y r
m • • ~ - : a SEAL ~ - 9 - ENMEMU NG & P G C;( NSUI•TA~ 4613 • _ 26421 NSULTAA i S S HT.
BAFFLE INSTALLATION STEP 2 • 4944 PARKWAY PLAZA BOARD, SUM 35( 82 SUM 350
II ® ••'9~i V• 1 ~v ® HDR Engineering, Inc. 1NE,. CHAFJJ3M NORTH CAROLINA 28217 LA 28217
SILT FENCE BAFFELED SEDIMENT BASIN AND/OR TRAP of the Carolinas . L G C PHON& 7026-6070 FAX. 704.42 0 D A. k 4.4 ~ry i, E. 6 ~aieq:wftarge • ,,I,, 426.6080
NOT TO SCALE • ° www.talbertandbright.com 28 S Tryon Street, Suite 1400 ~ Charlotte, NC 28202 ~11 1. OF 140
L
- - -

0
w L Q
C3
~ 1
_ mI
V)
ti z
rr"' Q z U) p
F
~ f ~ ~ Y,`t i t ~ ~ 1 r i / O
r'" ~ o ~r t ~ ` / I
r , .,.w_"' .r^•~ ~ 1 ~ ~ 1. ~1 i \ t 3 1' .+'1'" ,..~'rW f ,r d e A ~ ~ ~ ~ t r' ..-'f z d ~ 9 ~ ~ ~ ~ ~ ; df / a U
( , C ~ t ~ r i ~ t ~ t ~ r n A a
r 1 ~ ' i f ~ f a
" ~ l 'l ~ , t ~ , ~ ~ s 1, a P ~ i ; ~ . ti,= , ~ ; t, F r BREACHING PLAN NOTES: 0
t 7 { V l ~ ~ ~ ~ ? , 1 ~ l ` ~ ' ~f ti ~ a t 1 ~ ~ f ~ ~ ~ ~ ~ /r f t } ~4 1 ! ''ti T / ^ s" ( . ;
j r 3 ~ ~ 1 i y a I 7 ~ / ~ 1 ! A' 1 1 t sa ~ ( i t ~ l 1 t f" ,r ~ ~ d } ~ i ~ I ~ ~ ~ ,i ~ ! ~ ~ ti, 1. AFTER INSTALLATI , ~ w '4~ ON OF SEDIMENT AND EROSION CONTROL MEASURES F ~ e... 4~ , ~ RES u;
t 1 f ~ ~ t 111 f' t I i ~ ~ t , , , ~ w.-- ~ DOWNSTREAM OI- EXISTING POND A5 SHOWN ON THIS PLAN COMMENCE 'ENCE
S ( ~ 7 ~ f ~ F t i ~a yy E ~ ~ , R BREACHING BY DUMPING WATER OUT OF POND AT A RATE OF 1 FOOT PER 'OOT PER DAY, N ro It Lo
~ i 1` ~ ~ fir, f i 1 ~ ! 1 ~ t t 4 / b. ( ,w r / ~ ti M i ~ w, k ~ 1,
~ . a ~ ,Y`~~ ~ 2. ONCE THE WATER LEVEL REACHES APPROXIMATELY 1 FO T T T ~ , ~ D ABOVE HE BO ~ _ ~ THE EXI TING P . ~ , ~ ~ S OND AND NO SIGNIFICANT RAINFALL IS FORECAST, THE CON THE BOTTOM OF
~ f ~ ~ ! r ' r1 r ~ ~ , V. ~ , ; M ~ ~ SHALL REMOVE THE MATERIAL WITHIN TH ` :1 ~ ~ E EXISTING DAM AS DEPICTED IN TI THE CONTRACTOR ;TED IN THE N co
t J ~ .,r~ r ~ r' a f / f ~ 1, ~ \ , ~ F ~ ~ f° ~ ,f _ TEMPORARY BREA F,, M.. ti, ~ ~ CH CROSS SECTION SHOWN ON THIS SHEET. U co 0
I 1 „i f' ~ Q © N
f J ~ } ~ 1 ~ r" ~ s~\ ti e f_~. ~4~.t _ z 3. THE CONTRACTOR SHALL THEN REMOVE THE EXISTING SEDIMENT FROM THE ROM THE o t-- cn U
1 ~ ~ } r' ~ - Fr BOTTOM OF THE EXiSTiN , , ~ _~._w G POND TO THE APPROXIMATE DEPTHS INDICATED ~ 1 DICATED w w N w< w (l Ll N n -7
t ~ ~ ~ ~ ~ ~ ~ M i ~ \ ^ `x~, ~ ON THE PLAN OR AS DIRECTED BY THE ENGINEER. ~ 0 h k..~
~ / 1 r~ • r r r`. I 1 Z ~ ~ ~ ! , ~ ~ r ~ 1 `k ~ .._.•.w.
; ~ co f~ r ~ , r ~ t ~ t Cp Z U w m w Z
_ ~ ~ ~ ~ ~ . ~ r~ ~ - ~ ~ r ti ~h y g F. m o U) U-j -
r .M ~ ~ ~ RE~O1/~ A POTION P~TION,~ OF X( T~NG,~`~• , , ~ , ` Z w V) w w ~ U 0 w
J L. wr w"'y,...•. . t l ~ f S [ I ~p''1y~ P~ )`~`1~jjj,(~'+~'~~'y\r~~~ 4„h ~ t t F ~ d a ~ .t`~ ~ Al ~i\'w.~~M...Y I~tI ilk ~ 6 ~ ~ f ' S \ ~1 ~ . -7 ~
~ t ~ d w ~ ? ~ ~ . r ~ " ~.---LIAR RD ~ if ~ ~ k t RD IT ~"HE z H a t 1 v ~ t ! E ( 1 ` 1 t 1 ,r W 0 0 < ~ Q Q a- CL U
f / ~ \ ! ,'4 ~ l ~ • AI~D~-D~-TAIL D~'DE~T.AiL---ON Tf IIS r ~ ~ ~ ~ ` ~ I ~
'i. d 4 ~1 ~ ~ t ~ f Wy~F~"G.~~ INJ.~-1"CL~,...~f~l~ ~ _ ~ { t r DA EACH Il~I rAG :GALL--~"-HE .TEMPORARY ~ , ~ t~ 1 ~ 1. 1 +CH II~I.A ORD~PLCE-~ x t
6 ~ I 3 ~ f.,! ~ 'w....,.....~^ ~ ~ V't ~ i r ` WITH •~T-H£ SETA{l.. 41 1~ r UtTAIL OP~^. T'HIS`' 5 SET. ~ x ~ , ~
S r,.•/ t 3 a .r.. ~ ~ ! i R .PO'SED SEDI~E~T ~ ~ ~ ~ ~ ~ .r
f ~ ~ ~ ~ ~ t ~ ~ ASIN A N N TION ~
6 ~ 9 ~ ~ , ~ ~ ~ sLOC~ ANa RISER I t r ~ ~ i ~ 5 4, is ~ D RISER IN ti i .l ~ s~ ,
, ~ ; t ~ , ~ ~ ~ ~ , ~ 1 SAC ORgANCE WITH l r'~ ~ 0 ~ ~ , ~ ~ ~ ~ ~ JCE WITH DET,A~LS:~~~~ ~ 1 'i ~ ! ~ ~ 4A
~ ~ ~ ~ ,b ~ ~ ~ ~ : ~ ~ ~ ~ ~ ~ ~ ~ ~ AF'TE ca LOTION p 1 ~ r r~ , , 3 . , , ~ t ~ 1 ' ~ V 1 ~ z ~ t ~ TI- OTA ION B LETiON~ OF BARREL, ~ rr ; << fA ION B{~OCK A ~ ~ ~ i 0 ~ f ~ ~ ~
¢ .e ~ ~ ~ 4 1 ' ~ ~ , ~ ~ ~ ~ ~ ~ RI R B~iCK ILL D CK ILL DAM IN ~ a` ~ ` 1 ; ` IL- AML
f ..M-,.... ~ , 1 r f i ; ~ ~ f , f ~ ~ ~ l C ORDA~ICE WITH ~ ~ ~ ~ ti S ,A ~ ~ s ~ JCE WITH ~ETAI ~ S AND ^ ' ~ ; f ~ t , 0
~ ~ r ~ , ~ ~ \ ~ ~ BIN US AS ~ ~ • I t , , l ~ , t ~ ~ , _ AS EMP~,RARY, ~ ~ ~ ` ~ ~ ~ ~ t <
i t ~ ~ ~ ; SE IM~NT `BASIN. ~ 'w : i 1 ~ ~ ~ ~ ~ ~ ~ k i ~ } ~ ~~`~ASIN. ~ ~ r,. CC
d r~ t ~ ! 1 t ~ ~ ~ k r t 1 i ~ ~ 1 3 ~ 1, ~ i ! I ~ £ 0
~ ~ / ~ ~ , ~ ° 't ~ ~ ' F I t ~ Q
r r 4 ~ ~ \ + ?r" a r 1 j i r' 1 .J
t .,.u_, v. ~ ~r .t i. ~ rl 1 ' . ~ J ~
^s, Y e~ 1 ~ ~ ~ f-~ ~ + ~ ~ -TOP OF EXISTING DAM BREACH OPEN{NG CENTS :NING CENTERED ON z
r1 ~ .w..~ ~ ISER~BARREL LOCAT10A ~ j x FL LOCATION 0
' 1 ~ / ~ t ~ , ~ ~ ~ / r'' i _
1 4 { ~ ~ `f ROCS hNLET PROTECTION ;f ~ r { r,_ f J 1: I r. ~ Fri f j,. , f~ 1` ~e,~f ~ _.._.,......~........,......w..~ ` ,1 0 420
A' ~ r+ ~ 1 ~ } 1 ` REQU,I ACJ~OSS .TEMPORARY ~ ~ , r ~~~,,,~r. ~t,,r~, f ~ n ~ H CST Y ~ 0~1 CLASS II RIP RAP
~ ~ J r ~ f r° ' ~r i i~lSTA ON~-OE` RISER, ~ _ ~ PLACED 1.5 FT THICK j`t:` a 1 4 t I F , L
1 , ~ ~ ~ ~ ~ ANTIS- TA~4N OCK, BAFL ~ ~ s ~ ' ~ IW
~I a ~ r I >l ~ i ~ ~ j ~r' ~ e AND ~A ILL OT B~ a ~ ~ ~ a ~ y 1
COMPL~~T DURING CONS UTIVE°~. ~ ~ z
f ~ ~ I z , ~ 1 , E ~ ti / 1 ~ ° ~ t ~ ~ 1 = YS OF RY~W+THER. S ~ F ~s
~n' n ~ t ~ ~ ~ ~ V 1 1 ~ t ~ i . ~ °~DE~`AiL ~QN , EDIMENT ~^AND ~ , : "c ~ ? ~ lr
# i EROSION ~coNTRaL t ~ , ~ ~ ~S~
~ ~ , # r~ ~ t ~ ~ r„ ~ i J r I f } § ~ ~ / ' ~ ETAILS-S~IEET 2 ~F 3 '~'SiNG ! ~ ' - a ~ 1. ~ ^ ~ 4 'r r ~ r' ~ ' , 2:1 EXCAVATED SIDE SLC -D SIDE SLOPE (TYP.)
7 i' r 1 r q ti 6~ 4-F7~OT HEIO!-IT REQ~ IREMEN'F ~ 4, ~ ~ ~ .f~f ~ 0 - , ~ ~ ~ i ~ ~ `'t ~ ~
A,/ ? 1 f } , 4, i~ 1 1 a ~ ~ ~ i t S .
r'' ~ ~ S ~ 1 ~ ~ W- 73 If ~ ~ ti e~ y
1 r g 3 ~ 1 P ~ ~ ~ ti 1 ~ d' f f l r' r~ ~ ~ d 1 if ~ ~ R r _ ~ ~ ~ ~ ~ ~ ~ ti ~ a FILTER FABRIC 1 ~ ~ ~ ~ ~ ~ ~
! f ~ ~ ~ ° ~ r ° ~ ~ ~ ''`w,. ~ 5 ' ti s ~ ~ ~ , , \ ` ~ t w
I j ~ ' jj ( ~`a ~ l ~ NOTE: RIP RAP AND FILTER FABRIC ONLY REQUIRED IF
k ~ ~r ~ 1 INSTALLATION OF RISER, ANTI-FLOTATfON BLOCK, BARREL
~ ~ • ~ ~ ~ ' ` ,,,'y ~ ~4 AND DAM BACKFILL CANNOT BE COMPLETED DURIN ~ ~ 4, CONSECUTIVE DAYS OF DRY WEATHER.
i y Y } J,! ii f ,fir ~Y " / 1. 1 ~ ^+'l
~ 4, ~ w. , LU
y~ P,f 4^. fir,, _ 1. . 1~ 1. w " ~ ~\r ~~4.
~ ..__r ~ ~~o ~ ~ _ ~ NOT Td SCALE o.. z
• - ~1 } ~ i t fir' f ~ t ' ~ ~ ~ V } ~ ..M.w s • ~v `ti.,-.,..,, mow`^~ ~
osm- Q
Danga 7a
1 t < Lake r t Z
~r Z <t
c. < CL LL. Ca
1 ~ ~ r s J U)
f W
J Z Z
60'~ r J 10 X too
z '1 E F " t ; 0- w
9 luu
r FLOW FR M PRO CT ENT RING a f € ~ ~ s
4 B IN TN ouch ISTIs c1 i ,f ~ r t ;l; ~t yw 670
CURS NDER 5 CD
z
t / / r f 100' s f 50 0 f 10 f 20 30
W ry
INV 6'X6' ~ i ` r ~ 0 m
B0X CULVERT 653.12 , 6~yfyO SCALE IN FEET
1 =100 d
'-yam,.,-• ~ { ~ ~ 72718r 6
",.v".,..... .y+'. / ~ 1. f ! N.. W
Y Q z
W
J t-
3 bi T k l
R TALBZJN I BRIkir UGHT
~.l b: w ; a SEAL r" .
~I ENGNEERNG &PLANNNNGWN%XTAA 26421 4944 PLAY PLAZA BOULEVARD, SLTM 35( R~?~7q~~TpX11'+1~gL(~~! JL ~7 J H T. 81
F?% Jg S71J,1 i li 350
~GIN~ CHARLOTM NORTH CAROLINA 28217 fA 28217
E PHON& 704-426,6070 FAX. 704.426-M Ck . 4z6-bozo
OF 140
- - - 13 s www.taIbextaodbright.com
` p,
- - -

.~~._~r ...~,N~. .W...,~.~.,_...~,_.__._.,.~,...__.~.m_~..~..... r
:-aGT-aG~- ":Y-»== ~..~~.~w~«~.-.~w :_.~,.,,r~~~,...'~..,~--:~,~a~^~~" iNVr~7.at'`,~CP!~&i~FS9 ..____w. ~_.w_._ v~Nw.~ _ _ x O
"""`"_"w rte:,: ~ `"`~-.",,,~;k,-- Syr e .._~,w,,,.,., _ w.~ . • Wit.-.,._ _ - ,r~.~.::- LLJ L0
k ..w....,,:b~`(~ 'WMa. _ , r.. , ~ ~.,.,a.,., ~~rv~s. '.„e r ~I . ! ,r. ,r'/, l~ r '.,-l,wfl.'^ ~ ..M:,., ~ ~ 4,., 4 _ ~ r ,r L~YM~iR 1 \ O
/ ! "j~~.n.v.""''~"fi~•" _ j ~r' ..may ~ i.h ,r -'r.,,,,,,,. - _ ...w~~ZG.-..,-,.._"w~wN. ~~'~~~5"'"": ~ ~N _ "7 t. I sl' °r~ f/..?'~' - `,r i ~ 1J w f ~,,y / :`l`ay ..^.f."^' `ls+~ ,~„F~ 1 Y ?p \rn G a ~ + J d r ,f` ! ! 7 I l : S 7 r ..""'>.M ~ ~ { O
~.,w.._..,.... -,.~~.,~:^,~"'M~^• ^ ~ ~-....rte--~..~., ,%r~","M-.w~ j f r ,t 3 ~ ; 1 t ,,.m.. M ..,.w..._ w ti w ~ f ~ f ! r`r " j ~ ~y~ ~ f $ r6 Y ~ _ N`' ~ Y ~ S ~ ! ti i a ~l ~ ~ ~ ~ , 1 r _w ,~.r ~g ~ ..y.,.:......,..._'~-Ar..... l ..)i~~~. rrr'^-•-,e:->'r^.~..^ - ~ X S1 1 ! '17 . ~ y - + ~ i_.y _ ~'°.:-""b~^a-~:'',.. ~,»..ra~_ ~`=:~..~'.c..•y,„,..»__ j 1...l.S r..j ;.,t, !
,w~ / ~ / ,Y.l Fir r` .o..,,r~-,.,.,..,..,~ ~-.a... pf....- fr »d( ~r",,...~.~.. ,,..._•...~c..., .-.,,r '~.'':~s;."'+' 1 yy ^h. ..~.~.....r. f j ( E t. i _ ..w. } i`° F > ',1 t . p t t i .....r' +„a f I , 4 /"r,. a j`- ~ / E ~ 3~ _ ,
/ \ .,v ; ~ 1 t _ M,.,.,.. sue,. ~ i Y ~,f `.4.. ( ,~'"'r1 t { E ~+Y 1. q l,.r ,,r,.~ ~ 4 ~ t f t ~ ~ t l t u, , ; !
( ...b ~ ~ F rr f,\ 'k~ ~ 'rte {11 { r ~.q ~ ..,,,.^'`'~,r." / 1 ..r ~ ~ ~ . - i ~ 1 c, b1 ~l r, , a t ?f;? ? r,`0 r ,r' f , ~ ; i f ~ ~ ~ ~ ~ i ~ ~ { ~ s ~ 3 ~ ~ j.~ j rr / 1 „r" r ! ! J ~ ~ # . ~ ~d t y t f 1 ~ ~ r ~ f~ t J r I l ( 1 r
• ~ ~ ~ ~ b ~ ~ t ~ ~ } : ~ ~ fix' t r~ 1~+~ r i lt, f~ ,.rr ~r "'y ~ t~ ~ ~ ! r s ~ ~ ; 1 ~ ( p P P; d ~ d '
( ~ ^w,....~ {y / y ~ r p~, ~ 1 t y I s ~ C' w ,r" •r ~ ~ ` ~ r t I jjar I / ~1> f , 1 f ~ i~ ~ ~ f j r"' ~ ~ V". a ~ ~ • t ~ ` r ~ ~ ~ .,r,,.,.. IE 1 ~ `1f f:'1 ~ r ,1~ ;C, .r/'~ s r / ?'1i J r ,4 !f ~ t l .,r .1 i~ i ~ t ~ ` ! r S 3 ,i
' 1 r f~ ~ ~ yr ~ ~ \ k i r ~ 1 f f ' ! ~ t ~ ' t i ~ r ~ rf ~ 'fr' F ,.ri ~ 1 ~\~4 ~ f r [ ! r J i E Z
\ r ~~``y r r a R T ~ ~ • { } ~ / ?'a 1 ""s 'r i' r ~ ~ ~ Y,~,~, 7 r ( i ~ ` } i r i / yy , O z
~ '•..w / e'~ ~ My ,_,,,.W- t j) M..... a\ ~ \ ~ , ~ t I j ~ F i 1 / i ~ ~ ~ .,/J sf~ I ? ~ ~ { °.b k ~4 I'! P + t j ~ L 1 ; ~ . ~~l J ~ '~',i r r' r~ / r~'. ~~u. f n,, ^-^~,M1 E ~~1 ~ ~ ) ` , ~ rr { ~ 5 1; ....~......,yW...,, Y~ O
a ~ 4 rJf r r„t r! ~~~I f J i / J''~` ' \ ,j r 4} f ~ ~4 l ~ F .r ~~r'`' ~ pt it 1 ! t ~t s. ,d ~ 7 1~ .....r''r + r ~^,w'aJr f ~ ~ i ~ 1
..9 ~ .rya i r ~ 4~ \ ~ * a, l • ~ ~ . l`t q i ,1,~ 1` + ~ `~i \ ~y,`R,, ~ ? ; ` 1 ~ r ~~..,...~.M... ~~,..J1~~'~~E.w...~..~,...,M.~._~...,, ~ ~1 i 1 +4 { t, 't~ ~ ,'t' e'!. f + ) i ern f ' P , f' ~ j~ _ ~ ~ ~ ti,1, gii Y. ~ ( S7Y ~ l ~S 1a / ' ~ r i . i , l ~ ' ,3 ~ ;5 •xt f / f i w„ V T"7 t ~ , t ~ ~ ~ ~ t ~ .s, / ~~--~~__..~,ti t 0 ~ { s' t ~ s s' F` i ~ 1 ~ r 1 f r'" ti ~ ~ ~ 1 th ~ ~ \ ~ I i~ ~ ~ 1 ~ 1 ! ; ~ 3 4 3 ? ~ ' t ~ ' l.', .,``1 % r.r ~ , ~ f t 1 ` j' .f `t \ ~ ~v ` ~ i ~s 1 ~ i , ~ ~ 1. ~ 11 / p
i r ~ ~ f / I ~ J ~ t ~ + } ; I ~ i I } I .M1 o„\ f ~ ~ ~ r` . F? r~ f rr r„ ~ n '~L, r'j I " 4~t t ~,dv t ~ ~ ~ ~ ! ~ ~ ~ tl f s / ~x , ~ ; f ~ r 'r1 t f FF ~ i ~ ~ \ ` ~ i t SAL ~ J (r~` I; r / \y..,r~~ i ~ `1\ l i'~ ~i :r ` ~ p ' ~ ( ~ Z
v S ( ~ ~ tr t ? b ~ S ~ ~ \w 1, u~ r'' r'` r f t ~ ~ ~ f'1 r 11 ~ , : ( y,.'1 ~ , / ~ ~ . r 1 ! i ~ ~ l \ ,r ! t. f ~ ~i i ~a 4 ~ ' t i / .r' ~ J ~ I t, ~ ~ ~ ~f!`^,;r-"~ 1 ~ ~'i i. ~ i ~ f ~ ~r ! ~F / ,I ,l fS > j •4\ ~'t ~1;` ~ i. ~ f ~ > i O C)
~ ~ 'r 1 Y ~ r'.. f, ~ J( ` ~ ~ ~ ~ 1 E `r' I 1 ~ ,i' a}r f ,y ( r i ~ j ( 1 ~ ~ 1 i ; j f ~ a } i 1
„ ~ .w ,f r,` r j jY r l ? ~ / r1 f :r / /J~,. j f ; i > r~ 1r ~ I r 1 j ( ~ rt i ~ i ! •v.r;,~,r,r'` ~r r'1 F f r ~ ,,?i ' i ~ i ~ r t 1 w ~ `i } ~ ~ e v, r ~ ~ 1 i .e'er ! f ~ • J ~ , r ,i t r ~ ~ 1 y 1 j I `,1" i 's t ~ > , , / r`; • / ,;,.F "r" fle,,r~' ~ f l ~ } ~ . y ~ t , 1 ~ ~ , r ~ : i ~ ~ ~ ; , ~ i r ~ ,r;,~.- ..O f i~`^ 1 ,f '~,i 1 ~ { ~ ~ ~ i f t ~ ~ iE s` ~ ~ t ' ` + i O LL-
f .s^. ~ / /f /?r f r"^ r,~'j,,.~,, ~ ~ t ~ , ~ ;°M 4 I p ! t ~ i } a ~ ~ . ~ 4. 1 ~ ~ 1f r ~r J'.. ....i'""" +/r~` !r , ` t '1 t f f r I f f .'°~"'u ^y ~ j Y ~i i r ~ ._z ~ BREACHING PLAN NOTES.
! i ~ i i~ ~ . ,~,,,?rr . rr ~ ,,......1 ~ ~ F vw,,,.~' i i / ! ~ a.~.. ! t eP t / r ~ ~ J ~ 1 ; l ` 'v ' r.~~k r ~ I~ 'r 1 r ~ ~j . ! ~ p r J ~ J „ ~ I i J / r' ` ? q j \ 'd ~~1 ' ~ ~ ) 1` a ~ 3 lr \ ti O '\i S
. ~ / t i is ~ ` rl ~ ~ / ~ t r ; i ~ F ~ - ! ' ' , ~ + ~ ~ ~ ~ v, \ ~~01 ~ ~ . 1. AFTER INSTALLATION OF SEDIME T , , ; ~ , , , , , , ; , . , _ v . , ~ N AND EROSION CONTROL MEASURES Q JRES I
~ ( t ~ 1 i j t f t ( r t ? . J .%r 'v,``~ 'fi'r \ i' ~ t t s i ~a~ i 6 t t. y / \ t ~r, f 1 ! I t +f 4y ^ ~ ~ t ~ i 3 ~ ^ ~1f ~ - rr J E ~ ~ \ \ ~ l ~ f r+' t ,7 6 t i ~ . ~ ~ , , , ~ ~ ~ , , DOWNSTREAM OF EXISTING POND A5 SHOWN ON THIS P A r , ~ ~ ~ ~ ~ ~.~v.v ~ 1 , f t~ ~ , L N, COMMENCE MENCE w
~ , .,.v ~ , , , , ~ ~ ; ' (I ; , ~ ~ ,r ' , ; ; , , ~ v... ~`..w , ; BREACHING BY PUMPING WATER OUT OF POND AT A RATE OF 1 FOOT PEF FOOT PER DAY,
.,,~^~-..gnM1~v" f ~ ~ l~l ~ ~+F'tA ~ p ~ l r' r ~ i ~ E \ 0,~\,°~ `~,..v.,,.m ^~~!{i f% `h,,, 1 1, M ~ 4 ~ , , 1 ',1 ; j ~ r i ' f f ~ ~ r t - r J ~ }j i. 1 J ' ~ r, ~ t i"T^ ~ f, ``e. ` / • P , I. r-' N rr3
1, ~ f( d !1 f fF 'f j r" f t ~ "1 0~..,... ,?f i ~ ~ ~ ~ ~ ~ ~ , % ~ _ ~ . ~v, ~ ° 2.ONCE THE WATER LEVEL REACHES APPROXIMATELY 1 FOOT ABOVE THE BO \ ~-..,.,`t , ~ i k . fJ~ ~ ? l % t/ + ` i 1 ~ 1 ~ f' / ~,f ~ ~ ~ - ' / ~ i ~ \ ...ri,,.. ,.r.~''r f% f / E THE BOTTOM
- ; ; ; 2}'rfr; ~ ~ ~ , ~ ; ~ : r ~ ; ~',a-.v ,.1,,; . ; OF THE EXISTING PONq AND NO 51GNIFICANT RAINFALL IS FORECAST, THE `t, ~ ~ 1 f i r ~ f~ ~f i ~ dt 1 r ( ~^n- t ~.y",,: s ~ 1I~~ °Jr<'~, ~~:r fl r~~~'~ r ~ f t i y ~ f' it r^•.„ :r~r~`/f% '1ST, THE
~ l ~ r.a` J ?~f \ f ~ l i ~ ~ . ; ~ , - a ~ . , ~ , _ CONTRACTOR HALL REMOVE THE ENTIRE EXISTiN A r ~ i, r / its , ~ ~ ~ ? ; G DAM ND PLACE THE ~ r ~ r ~ ~f ,r r ,~,lt, ~ ~ . ; - ~ ~ MATERIAL DOWNSTREAM OF THE POND IN T LE THE EXCAVATED N
~ 1 f ~ ~ , ,f + ~ ~ ~ ; THE EXIS ING DRAINAGE FEATURI ~ r ,r 1 . ll~' , , , , , , , %rJ1 'fi,,f~ f ~ ~ 1 / r~ .f' ~ 1 / ? ,f ,r 1 / r , ` r / fr'. ?,r' . ~ 1 . e ; . , ; r ;f f , r"' ;r'~ r; COMPACT THE MATERIAL. IN ACCORDANCE WITH THE P-152 SPECIFICATION FEATURE AND ° o IFICATIONS. N
~ / 7 r^.f f ~ r . / ''i. r !9 t f j !J { + / f f ~r,r I f• / 1 ~:+~i''~,r..;, f .,!`r ~ • l+;/, r; . ~ ~ , r~ 1:::" j f / ~ ~ f r r ,x 1 r, r j `~„r' r.% ! ~%,,r.,, f : ` ,
l ~,w M1 '1 ,+r d ( ~ 14 P //rrr~ ~n"w F ! ! / ~ ~,r" ,'ter .~r;,f 1 fi, r ~ { 1 ? l' ~ Y.~ ?i / ~ h ~ ?i ~ .r ~ ~ , ~ 3. THE CONTRACTOR SHALL TH r...~' , : ~ i rr ~ , ~ EN REMOVE THE EXISTING SEDIMENT FROM THE ?r'~,~' ~ r ~ ~ r . t-- F-- 0 F- cn 0 FROM THE w w N w w
-r-~.rw + ~ ",.r'? ~ ~r~~i~ r ~ r_.. r ~ ~ ~ i~ f ~ ,r' + / f .f r f / ~1 r ~ ? BOTTOM OF THE EXISTING POND TO THE APPROXIMATE DEPTHS INDICATED J DI CATER N c}..
/ ~ ~ +~~?ir ~rf f r~ r ,r r j ,1 • r / f + f ~ rf / / r ~ ~ ~ ~ ~ , X f f ~ ON THE PLAN OR AS DIRECTED BY THE ENGINEER. r r
r ~ , ,w..,.. , . ~ r ~ • / ~ ~ ,r'~ r / ,+f ~ ~ r' ~ e~' ! s .tip t ( i ~ r ? r / m w z m
1 1 r ,,y~ / ~©L f rte, ( Y" \ ! r""'ti/ i d f `M ~ ^-r,.,w ,''fir ' `,.-.r' / f ~+~,/'r ,f'~ ,r'' r ~ r i ~ ( ~ ~ 1 ~ ~ f ? ,r/ r'` 1 0 rr 0 D
F ?°r l "w°` ) d ~ i ~ ~ 1 ~ 1 ! ,J ,r` /'F ~ r"y ,.r` . 1 J ? ~ f s ~ l` / r , ~ ~ ) i ~ ; w F m ca z bi V)
/ ~ r f ~ i+ ? (J I rf ,/r 'ra +sr"J r°• f I' > ' ~ r f? ~ r r ~ r ~ f i j / + / ~ w ci7 o 0 Q w E..
, f # ~ s r ffr f l~i'? f'' ,f ~ l ~ ~1 r } r` J, r ~ f, ~ w c~ c~ tr z .4
/ f e i F 8 ~ S r' / rte"'. / f ~ ~ ` / f y i 1 / ./lam ! ( j .r V N • wF ~ I r ~ ~ ?l~• ~ r 1'f l~ ,f rI ,j ~ ~ t~ f~ ~ ~.,,r' r•'" / / f - 1 ~ J r ~ l 1' i ; f ~ r' r/1 I t r~ f r
-~-...M~,:;:. ,f t r I \ } 1 P f i ! ' r _ /.~rri / y ?`/1~ ,r Y r' / Orf d r + ~ 1 + ~v--" ..,-v^,-. r ~tr"~'~? / •r`i ~f;.? {,r~~,/// ( ~ ~ ( ~ ~ ! ~ ~ t ~ ~ ~ ° ~ ~ ~ r ~ slit ` ~r`~,,,r.,~,,,, r if ` ~ ri f j i f ~,r',. .-".,~'v,.,, / + ~f / ~ ~ ( ' 1 l ` If ? ~ i C / f r ,l %'r ~ I r' f/ i r~ .r';:" rr x" ,I`~ r"` r, ? M ! ~ ~ ~ , I ~ i / ~ f~/ ,r' ? 'r ; ,0 %
! ~ \ t 1 d i \ t L 1 j / ~~1n !J'..?~',j../F~,/,?/'' ~r / t r ,f ^ w ~1 ff e l ~ y f ~ ~ t i y`ti. ~ . '3„- .r,J ,i+' Z ~'t ~ ~ f f ~ 1` ! ~ 1 ' ? , t i / ~,i k f ?+'r ? 1 r ~ ~ j ' ~ , ~ is r e' ' ,r'' / /
..;yr` '.s"-.^ _..,w- r~ w,,,, 44 § f f jj ~ 1 ~ S{ o~„j ! !1 l Jf s f ~ I r r~ ~ l ! ' ( f P f ~ lam. / r I 7 / r / r / r.... ~ t r r~ ,,';f ~.r f`~" ~ / l t 1r/ J' f~ ~ i ~ ,f rr
+ t~~~ ~ ~ f' r ~ r ~ 1 r' ~ r!r K,..r ~ / f 1. ~J ~ r! p J!r .f l /f r'r'/ f'' f rf F j r x ' ! ( r% ~ l ~ j r - ~ ~ J/ ~.,F' r,,,' f , 'r
--r--.._ / 1 ~ ~ ~ ~ i s ~ F d E I / 1 ~ .rk ,r~' ll' (d 1 ~ ~ f ' F~~ ~i,//"_" \ \ w, Y, ~ ] l ~ ~ ~ ~ ~ Y r ~ ' ~ ~ /;~l u ~ f /f, 1 1 t r, f f' ~ ; i r t' ~ , f j ^-SS9-'"""' t f ~ ~ / ~ r ~ 1 / 1 ~ f / f r° r / ~ I r` / ~ ' t ~ /rr1 r ± ~ ~ 1 r f 1` ~ r/'~ :'P .',r
/ t # f f rf J ~ l ~ i 1 r'~ f t ~ 1 1, ~ r,.. , 1 Y ~ ~ , t f , r• q -f r / ,.t , ~ , f ~ < , ; ,t i / r / ( / ~ W^w...r'" j / r i f ~ 1 ~ ~ ( 1'' ~ I r fin i i/' .r : f ~ ar f/ t, I f _ / ! t t .r" ~ (i a' ~ ~ l ~ ~ ~ ° p ? IA
• err ~ ~ r ~ ' r' ' i~'; ~ ti, 1 d l 4 i r ~ ~f ; ! % l ~ I 4 f ~ / ! : l i ~ ~ l t ~ ~ I f A ~ { ~ r 11 i I r ~ r j , ~ ~ r f l 1 !
/ ~ r^ , - r ~ ~ ~ d d ~ l ~ ~ ~r f` ! i w ~ / ,r ~ t ~ ~ ~ / f ft
1 j r, .r ''.w., .-"'"~'M...^...,~ N, r ~ ( <1 / / ~P'f? r"/ / r? .F ~ t f 1. , ,1 f % ~ / i ' ' `d _,r-.,_ ~f , ~ { ( ( ' j ~ ~ 1 1 J t ~ f~ , ~ ~ ! i 1 ~ ~ , r~ ~ ~ 1 i ~ r ? ; ~ w
y r ' r / !'T i,^f .''r/ r',?r rr ,r'F ,'Fr f./ r ,f 1,.,,,,w ~O Jt~ lr Jl~ J ,r ,F / /q~ / j / f`i 1 i (f ~ # ~ rr w-~~ l ~ ! ~ r f r J' rJ ~ f ! ~ ~ 1 1 ~ ~ 1 1 / r ~,.r 0
!5' d} jj f r / d f!~ / ,M I ~ °W /%'"J /f !e i fr ? .,.~,/r',,.r ~1'r ~l ~ ~ fr /,r J r ~ r ,,F! ..V'° 1 r'w / t r" / ,+,rf ? r'rl l l / r ~ 1 i ,_.,r ,w_,..-.w. fi f° "^.w,L ~r,,,~.. . ~ f i 'r • ~,r ~ i / `r'' . / p t r / (J OL
( ,r" J C .-~-w, y+ / f/ ~f'r/'''../.~-^~ ,fjr~""~ ,/r- S f ~ 1 f / r r ~ i , ; E t ~ / f ~ ~ ; i Now
f f J` ,,.f w......f f S ,r'" f i % ,t. r-./''~,r r ~f t 1 ~ t i # t 11 f Q / ! r ..r°' ~ ~ f ~ ~ : ( ~ i '
r' d 1 / I ! f t f ~ f ~ ~ ~ 14: it J y 1 , ? f : ~ f ~ fu rP If ! i ~ } i i r a r I + ~ 4 ! r~ I ~1 f 1 r~ f I i,~ ,r'
/ tr r f Y , ' f , f tjj ~ t -^''d~ , r / ,r^" r' / / r ~ ff .r r ; ~ ,r • P ~ r,,. ``k,.,... - M,/'' l ~ 1 ,r~ ~ % f~ ~ ~ ,r` / i f/ ' I'~ -_......w f l r / ~ , , ~ { I ~ `ter i f i ~ + rr' r y r t E~ ~ f r ' r 1 ~ i ~ ~ t ~ Q
/ lr f i 3 i } ~ ,y 1 4 i + rJ '~N" i f S ~t 4 ~ F ~ ~ /r~' F )f 1~ J a ?ir' F f ft ~ J ` 1 +7 r' ~ j .~.-~o ~ ~ ~ ~ ; ~ TOP OR ~(ISTING qAM
J f f I' ~ Ie ~fw, ! f f ( ''F r"~` f ~ ,r~ M"`•., r~ ~'~'ti .i % , , •I , tt ~ ._..r : , ~ , ter,,,, r a r ~ , ~ ; ' , ! : f ~ ; r' ~ r~ f BREACH OPENING CENTER r/ ~ ~ ~ i 1 ~ s~ ~ ft t lr( r r w~,,,_.,""-».., g ( i° v i 1 i ~ t, ~ { e r(~j1y~ ISER~BARREL LOCATION NING CENTERED ON z ;L LOCATION 0
/ ~ ~ ,~,r'•~ ~ l 11 f /r ~ ~ - . ! ~ " ~ F f f t A v ` tr ~ +
/ jj1 l s ` f Ar N / Y ~ ? f ~+P ~"V...• ,,"Cr y/ f ''i ~ ~ ~ {f ~r ; ~ ( ~ i l P ! , M S ~ ( , ~ f'"'-.-, ,rr' ~'~'aC°=` ! n,,...? d ~ l / ~ ~ ! d ~ 4 i E { ~ yr 1 r ~ j ~ / d ~ / ~ d,/ • ,.r • i ~ f+' ~ t P r; r-'°`~~' ~"r ,r" ~ / f r° l f t t ~ ' P f f ~ j ~ / ° ~ , f . .._..,.....~.,_.._..___.._._..~....~.~,.,..,....w__.... ~ ~ rf r'r,.' ~ : ~ ~ i 1 z` ~ ~ \,i } } 7 t i 1 i i ~ x t ~ ~ v \ V " _ ~ . ~ ._.,.v....___..,.,_.,......~..w,,..~_.
F ~ 4 f ~ i i / .t'~ ~ l`'• .r''r ? t / { k r J ~ d ! if d ~i ~ lr 1 ; ~ / r ~ • t ~ ~ f 1 j 1 ?r? ~ , ra ~ rr f i ? f~ ~ - r, t ; i ! ~i ~ i W ~ ? !r ' f` r ~ ~\d ~ ~,ir \ ~'r ~ f " ~"~1 w~ „r' ~ i ; -'^`~'~e v: l r' fj .....,,o ~ f j M1 6 1 ~ 1 i ;~j "\,~r f''~~ ~ r 'a ~f ~ f \ ,,~`r' .?r ~r / , A ~ s., ~ % / ~ ~ ~ r ~ a ~ t ~ r"' ~ r~rr a. J ~/V J+,?' r / l
! ~ f I ~ f f r r ~ r'"~,r^` ,r?,,r" ~ '4 ~ ( r/ , y~ r tl ~ ! ~ ~ d 1 ~ ,,r ( ~~Y ,,ls~ } 'E ~ J f j ~ \ 1 l ~ i" 1 d r r / r /P ' ~ r' ~ / ',1~ ~ J ,~F ,t , ~ , ' ~ ~ ; f \ / CLASS II RIP RAP . i \,.,f ,'ti."//~ f',,'i ? !'*'r.r' , ram G
' ~ ( I ~ ~ ~ ' r ~ N 1 r Jr I' ~ l ,,,w~ ~ rl 1 4 ~ r d r d r i F ~ • .r t E _r .o ~ .r t ~ 1 I i ~ { ~ f/ J ; ..r d ; $ i i E . t ( ) ,,r' .r^~ J( ! ~ ~ ~ 1 ""^.1 't ' ; ; ~(I ~ / t ~ ,~1 ~ i ~ ,,1 ? ~ ~ ~ ~ ,r x t , ; ~ ~ ~ PLACED 1.5 FT THICK ~ .
1 . ~ ~ ~ , 1 1. J 1~ • p i r l ~ ~ : ! ~ ~ ~ s l , r r , .r ~ / ..w...~- 1 J :r y~'r f ~ ~ I t t f j 1 ~ f t ~ { ~ I f~ ~ ~`+t \ " i
~ 1 r~ / ` / ! 1r r ~ f 1~ r r r ~ t ~ ',.3 q / v `f %ti r ~ r`' ' ~ ~ f` fl r'. ~ .r"'+ ~ _ ~ ? ri f p i + ~ f ~ / ~J I ~ rf ~ ~ ~ ~r ° °v /
.a ^ t ~ d t ~r ~ t r , i f ~ ° , s + 'r .r" d''r . N c j f lr ~ . , ..ri, rr ~ ~ a ~.f r.' ' i ~ i ~ \ ~ n ~^i
l ~ i t r`" off, d~ 1 { ~ ~ a ( ' 1 ~ f ~ ( r` [ { k d ~ ? { i r° . sr° p~` / ~ f:~`%" ~ e % I / ' f ~ p ~ J f 4. 2.~ r r { r~ y°~~ f~ +'r f ~ 0 ~ fill J f" .rt +d J f` % ~/f
i + l 7 ~ ri`', : a 0`t'>~ ~ ! / J ~ i ~ , ~ ~ } ~ ,t ~ r ti s S t ' dl ~ f 7 .r,,(/ e t , ~ > -•u' ( d d ~ ",`t ~-n:~a' r~1 E.~~ ~ f ~ ' t1 ~ • /1 r ~ I' / I' J ~ ~ f r - 'i ' r f T r( ,f ,1 ~ 9 lr7 ~ 1 ~ fr,' ,Yf v f f /r ~ ~~a. , ~ ~ / / j ~ - i' r s~6 `k`~''t' , f 1 'b, 1 /rr r ,r r ~ ? 4
1( B V A N~ X S~ N , F ' P. 1 t .f / 7r / ti 1. ~ r / / ~ ~ f"' ~ ~ 1. ,r 0. ~ ~ ~ ~ r''~ ~,1 , : ~`v~` '~k~'~'* ~ C ATEq SlgE SLOE 'D SIDE SLOPE (TYP.)
` ~ ~ s\ i f r'' / DAM ~ ~ i I` ~ ~ ~ V r t J 7 , j s ~ F' y ` t i 1 ~ i AT ( d~o !~1~~ 1 .4: , .F. r' ,j ~ ' •f 7~ i r~ 5 ~ + r i ~ f,,, i , ~ ,l~`' ! r d r t + = 1 (4v r r ' ?'r / i , ~ / y / i i
~ ~ ~ ~ ( i r- r ! l r ~ ~ z ~ f ~ ,L ~ ~ ~ , s f ~ oar A ~ ~ I dl . ~ ~ ~ , t q ~ { \~.r~ a ~ ! ~ ~ ~ / (d i ~i
d ! ~ ( ~ r! ~ Y 1 ~ f' f,-•^•°"'.' ( 9 IJ ( t~ ° ( ~t i ~r 1l` t i / ~ 3 r , s o. i ~ i J r s s i i 1 1' / ~ ~ 'r, ''tee ~ \ 1 ! i ~ i ? 3 ~ i t .;.{".M
1 ~ ~ , ' r' ~ ~v h ~ ( . I d ~ I ~ ~ d t 4 ~ t~ , 1 ~ ,1 ~ ~ 1 ! ~ ~ t t ~ r FILTER FABRIC
^ ~ ~ , .,f ~ ~ •;~2.:.nr ~ 1 SSG I ~ ~ l { ~',A~~ \ ,w-„~. ~ o ~ t '1 ( '7 ~ f t
.».^''l~ ~ ~ ~ ~ k ~ ~ , ~ .7 ' ~ i, t ~ ~ ~ . j ~ ~ ~ a ~ ~ ~ w f r ~ , ~ ~ , ~ NOTE: RLP RAP ANq FILTER FABRIC ONLY RE UIR q IF
~ ry • , ~ ; ~ ~ , i i e ' _ lN5TALLAT1ON OF RISER, ANTI-FLOTATION BLOCK, BARREL f 'w ,
~.t"' yam" ,I° / r ~ 1\ f ~ ~ ....+w. 'v. "y } ! e....«M`--•. f"' / rw` h, i i ~ 1, , ~f / rr ,r ~ ,.~f~-.~ ~ ~ \ ry'~ ~ t ..<4,~,: ' ~ ANq qAM BACKFILL CANNOT BE COMPLETEq gURING ~ .e , rv,, + ~ ~ ~ ~ ~ . CONSECUTIVE DAYS OF qRY WEATHER.
„ f r., ? f r" ~r: f -.•,,,.r•''^ % S 5N { L ,,,,,..?,"e ,.r,.M'.w.r ~ F p { ~ fY t ~ ~"W4. ,~'h / ~ J ~ i , ~ f 1 t.,_...~.. ~,'~a~ ~ ` ~ f ,~r ^ , ~ \ 't } ~ { of ~ + y Y ~'t. ~ ~ t
f ~ O f: ~ ^r«...... ' V'~ ""mow./ r, ~.w'..," P d'`., 4 r ~ / VV A" 1~ ~ r`J l ~ ~ r El ~ ~ ~ ~ t'~ ~ j tg'""""' ~ ~ ' ~ i / 4 "I f ,,,'t. ~ } ~ ~ 1 ~ ~ 'f F , rf ~ ti 1 t r i ~ 1 rf ~ 1 ~ M1'4 L W
..'.s,, w., y,,.,,, l ' f'' . ~1 J / f r ,f ~ / ~d ~ .w.~ .~~r~~:i~ i ~ ~ +.r". F L t~AM / i' / 1} ~~f! ~ ".;r'~,,,. ,r .,,,.r`.` '•r' k" ~ } t ~ f -^^w.,,. ~ f" ...^'~,X"'° l y ..r ,f r .,r `^w.-.,, .r' / ~ ! YVf 1 " f °`U":s""ym'e.m. `wr", ,d,,;~.:, fir; j°~, f P i j !'r ~ r^ r~ w t ~ro ~ ~ r A ~ u..._. ...r 'tit 1 i ~ ~ ,ti `~!J § a i' 1! f ~ ~ f'Y ~ ~d f 1 ~ ~t ! ~ ~ l r f ) f ty' t
~+~+^,~c, ,.//JJ F f//,. .~a.. ' e,~ ~~C A C~ WITM ETAILS ~ ~ ~ _ ~fi ; { .~;wrr. C~PP„„ ""^ir.e / .wr°l ~ r"'' / 'ti\ 1~ 1 r:~.. 1 I i , .,..,~.~.:.,.~M^:,,~ , ~ f.. , ,r - _ .~--`;r-,;~/:~'.r••~=~. ;x ~~s. , t //_~-rar,i i ire;' nc -r~~eraaf~eQV I/r. ~.'r/-- w ~ ~ ; ~,~1. l t i i I i ~ j~ t r w t ! d ~ \ ~t~ A ~ ~ f l ~ )f rfr ~tiy £ '1 i r f ~ ~ AInT T(1 crn~ c z
w'm / ti / f ?i - p ir- iu e+tiv. vaa na iv~i vINnIN i ~ r ? 1rr / ;,,s»'!".~?` yl t f / ^ i /t y1. `~.,Y 4~ ~ ?f f,;.-~.,....,v..- x, ? ,,1 3 ,11+ ~ 7 i' 1 i ~r ~ "`:.r,~~ ~i ~ ~ ~ it awr
EDI4A1jINT BAST 4° r ~ t P / f r f a. w 1 tom. i ) e C?
# f ~ ~ ~ ~ ; ) ~ ~ 1• .,,1 ~ ' / % r~ i t' ` ~ ,f ` ! ! i ~ i' it 1 R ~ ~
j / .r'' ~ ~ ~C.~~ ,•.---~^,,r.~' ,;//i i t ~tt 1tjE f l / t t' , ~j. .k / t t ~ / 1 r ~ . -..,-•;-^..-y'"" ",,,,r" ,ti~ r / ' r' t ti ( i ,s f• ~ J / r..,,, 1 i / ( ~ s ~ /1 ~ tit ~"-:.:t'. t f J/F/ r~"' ~ 1 Jr ~ ~ i '
i j ~ 1 r r / / , rw. a ~ 1 r'?' r'"'".. \ t -t t r~ ~ r ! i` P / s r" , 7 t f r kk 17 1 ~ ~ , l 1 ) i ~ i J ~ tee ' 4 ~t ~ ~ F i f ~ ( t ~I' n Zz
~ ~ ! rf / r~ l J t r~, ~ ,?'.~,..r .~,I} ,r/ ~ 1 t S i ~ RE O ? s , Z t Q
i ~1 "t is i } t I f x J r A~ r• r t i r I l £ F £ j r ' Q. LL. U
1 t t ! ! ~ !r 6 /f r ,r r ~ 1~ t ( ~ ( I S sa / i` 1 r JJ ~ 47' r j ! t, ~ S t ~ , 1 ~ ~ ,r £ ~ a ~ / it y\.-~ .?r f ~ i . ! ~ ~ f /J f f ~ i ~~l r , i !
1T7 r , EXISTING POND f J f /J ~ J ~ / rJ'x ~ ~ ! - : M ~\ty'' ^1,` ~ `c i ~ ~ t x P ~ r ~ 1` ~ tl W mi z Zcm
1 ~ , r~ •t 1 S , ~1 f r ~ { ~ j 1
~W
r ~ ~ i r ,r f'~,,.~-'" ~ •.v +t i ,r}r ~ 1 ~ ~ ~ f ~ 'v, , l f V V-1 J
fJ r t i 1 j N ^y` 1X '1 { '1 ,i tj+ ~ 7 i 33 ~ f~ A ? f /r r t i Q a
df, t' fJ / { 1
r a CP~ , l' v
t , Ix z u
\ i s r I} 1 / 1' f,t 10050 0 100goo goo 4 U
r { 1-- W x
/ 1 ell ,rr"r ~ ~s \ ~ G_, ~~4 l J ( d s i SCALE IN FEET m
All
r"`'w r 1'1 ' ...^F.. v t 11 ) \ ` 1 ~ 1 1 s t =100 ~C a a
' r ~ °-^'7 7 .+•I}f l • . 'C, 'tom Y ~ ~ ` 4 ~ \ ~ hLl
(tt' . .J1 i"'t1.~6• 1~ , ~>:ti j 4 ?'r y ~ t ~ Y ti 1 $f t.. t, ss, f I ,t 1 + j w
/ J 'r" r.a,-...,"' ::,`k ~ \ Y ~ ~ *k ~ l j t 'v l ~ l 4 / r 1 w..-
z
\%Jill It/, w
J ~J ( +f ( .,r~' ( ~V ( ~ .N fit, 4l t ~ ~ 'v,. ~ \ t!
I 1 1 1 1: , 7 ~ J,/ J r 1 't \ a4 N 1 i l ! ' 4'ssi* Bxuur 1 (jT-Trr
/{'^"'"~..r'''r & D T/ TALBEIXI
1 S S 1 1 l t N j f 3 J / tf Y \ } ~ 1 \ , 1 Q SEAL r`
f fi'r' ~ , v,~,~,~ ~ , t , f ~ i 1 l If f.s YN, / .I 264 hq ENGINEIERING & pLANN[NG C;ONS~SLTA~1 4i ° JSULTANTS S HT.
l;l r U~,! 4944 PARKWAY PLAZA BOULEV I ! 1 ~,•.,~y. y 1 . ~ +ti -ry ~ ARD, ~10.rl,Ll~i 350 , i NORTH CAROLINA 28217 SUrrE 330
d j t - R`~.^'-• ,1 ' ~ A`~ 'yy'h~ y ~ i if \ k MARLOTTE, PHONE. 7044 ,26,6070 FAX. [phone]M k 28217 0-6080
! Z 1 I ~ ~ r r t~ r;~ , t~ ~ ti l r r I I I I OF 140
www.talbertondbright.com ~1
ow.

L Q
Q P7
U
_ .N,w r

.w-.-~-. =m°~. i ! d
`ti,. .~r.'•' ~,,,y.~:..+--.... ~ 1. ~ Y w'h~.«ar'i^•w"^.""„.,..- ,.~.".'r' 1 1~
r ~ f ...=_~,=,:..yam U} z
a z cn 0
4 ' i ~ ~ "~--»~-^'""~,,,4..." ~ " w 77~aax~^'~A ~ f, s,+" j ~ J y ~q
t _ _ ~ _ ~.1. ~t ~ ~4n r-.^'~"."~~~ r+a ""r'•r-•""`~ '~~~"".~MP wrs••~~^rr" ~•'p ._.i.....r ~`,......w» ~,..n~ 4",r'te' .w.-.n-...... r ~ v
..v-'"""""` ^~'T._......-.+^.". ........,.w" Mom,„,,.... / f ~ S "M........»..
i ,l .,..="'A ~ ,~:w-.... • r'' _ ~`,r~=M,.~z"".. ~ of 1 / f 1: i V)
~`t 0 C)
~ t ~ .._._:t w ~-w:~:`'~:.y'- tint. . ~ r` cr-
. _ u / f -:w_._ ,Qy, M,~t' ;~t ;t '.fit' j 1 w ^ ~ r~» `'~w`. ~`'".v ~'''"4~." ~ ' «s««.,.... `w.: I •t:'f i\,\yf t , I yyi F t./,~, \ :ate fEC, ^,.~„y.. i. !sir:; ~,,,.-~°~:"__M'~~ ~F:- : t 0 w
OCK INLET P TECTION - w ~,_w _ ...~-,.,~~,.,r ~ " ~ , w `2 ~ 'w ~ ~ 't ~ 1. • ~ : \,'e „J 5. "t j `.F^ \ ~t..~~ ~ r:?.,,y f ~ ...«..,:.^~;-m.,.... ~.:;-:~~".w-,-.~,,, 1 ; y 1 Y S ~ t ~ 1 ~ ~ , „.~'a ~ 3~ y r,,;%'. , 1. w ~ : ~t ~ ' t _ ( ,ti' ~ 1 ~ ~ .gym s . ~",r ,I; 'y ' t f t a
INTERBTATE 485 ~ ..___..rv...~... _ ~ ~ r ~ _ ' w y ( . ' •r ~i I "'.:.«kr,,,R M„% ~ q ti ~ } ~ , ~ " z t \ ~ t f . I l / ~ ~ / .N f,f ~ »-m • ~,'K+z ~"n`"~f~' ~ 5 t1 I~'. w ~ y i Ei ~r r ~ ~ f % '-^sk-:~.- `t I _ 4 ~.i.. , ~ , f ,1 M ` / V i ! ? ~ ~ I ..r~~~ mwe~.~h-~ i :.P :~V ,~`'~f ~iE~rl r/j / / ;r._,, g„~~.r'f i , f I ~ ~~`^r•r,w. esq., y 1 ~7 V Q
. ::v' v,. S ~ ~ -^4:-•~-,^"rc,, ~ ~ : ~ ~l ~J ri ~ 1, :l/++I ' j ~ f ~ , ~ ~ a^'"""„e w S ~ ~ i i t ! `5~ ~ ~ t ti '1 5~ C.~I+ ~ I 1. E ~ " i j1' l ~j ri E t- 'f ~Uy `'S F t ~ •y V' F. F,j ~t~ \ ~ \ ~ ; p r , ; t ~ 7 7 i t.,~ " al i F 'ti;' r: P r 3 w "R G~ V Fifl J,j ~ ~/~~d4. ~.,:e :rr q, @~S . a'y~ y ~'i ' F f ~•4 r ~ if ~ ! ~a ! .3. S f!r 1 ! t` ,\~,4 ` ..r !y 1 w .j
~^,j g ~ i 't ~ ) 1 f , };¢s ('f. ~ ~i r' u ! ws ~},e- s lr: ~ ~ ~i g ~ j r f , f;t,~ r1. Iii ' ~~~rr• j d l,r~ /1 ~ ! i q i \ 1, ~ ~ : ` ~ ' r~ \ "'1` y~. , V 1 ° ~t 3 1' ~ I r(4 1 ` , 'S t y 'S ~ w '1 ` ` l~ I ~ ' r w
......n......v~ .,,.rw~~ .y ~ rir) ap { l~ .-:+~^....rw+a.'.w v,.w~..w'.'.'r ..?..+.r+w~^'^wi .r...n~..+v rr~ ~i"'~.~'~,,,...rr-., .,,y,....r 1 ' b~ q ' - ...----.,wrr..---.~...^.w c 9 Kam" i A i : »~-^.....w, ..r -:r ! ..,..„~.,.v..,.N...~ S ~ ,.-.a.,.,.,,,. .,..v..,.,., ~ ~ r;'"~„„ nom...-'.i'.~"" ,,~,~',~r"-.,..,-~-° y~ t` `s, ~d't V ~ s f r, may, ,~i ,,1«. ; +1 ,il;' 'w ~ e. ° •-h- ~ qq ~ E s i ~ ' + ~ r ~ ~ 1 3 { r , ~ ~ ~ \F , ~w ~ ~ .FI r~ ,r' a rk ; . f, f " § ~a ~ y ~ d « '`..v, ..,w ~~{i ~ ~t ~r ~ t~ p~'~"1 ~ ~ ~ t fJ t ; s ^ r : t',~l s,''., ~ ! 71 - j ~ ~ :x` F`.
.v«•..• r w ( ~"~m:. t I ~ Y 5 ~ \ ~ ""~0).ti'^Tmy~ f f ` } ~ t ( f ~ ~ ~'~S \ y i ( ~f ` '1i~ A . t 9 c ~7 F~, s 'r. , , , f I °y , ~ ~ wy ! !x ~"`w." I 'Y 4 I t 1i 1 ~`1\ 1 f ~ i k 1 1 i ~ ` "*,,,~'~i.`~. ~~(:1 i .r- ~,rv ~ , ~ \ A, w,.' "ti, w F. ~~:1 1 sl(
v'.':.^.:c,.,^ ..p~^ d'. 5 t ~t i q ~ i f J f ,i 0 a. ~,r, 1 / {P \ $ ~ 5~ . i ~ ~ ~ ~ ~ ~ ~ t i ~ s ~ ~ ~ ` ,~ti w ~ ' r`~ ' ` :1 • S % ~*4. : t ~ ~ 1 , ; , .~w ~~.`~+/,X. ^~,4 < <I ~ ~ t~'~~ ~ = ti, ,~E 1 ~E BREACHING PLAN NflTE5:
( 1 ~d",.f.,... t~ t'""° ~ i• r, ~ w _ ~ r ! ~ 9 ~rN' ~ ; ~ 1 ~ ~ w ~ ~ w~~~~ ~ ~ ~ l A j ~ F J i i 1 k 5 ~~~.r q t ~p } ! t,`-1 l ~ "t: -:4~ ~ 4k, ~ »...,-.~Y i' ,,ti~4 'y ti:,..;~~',r ~ # } t 1 q)i ,~„~ao. 'w ~ ''~•~y ~'v `~,~,\`~w~ ~ ~ ~ ~y~t ~t ~1 } } f ~ N
1 < ~ ~ ~ w~ y, ~ ~ d, ~ .~~,m,~.v, ;'hi' ~ # ,y ~ i 1 ~ t "'v~ "w.. s r. . ~ .,b ~ a, ~ `e ( M1`` ! 1 ~~t ~ \ . M f. , ` .,~:.-""ter 71 j ~,^z\ ` ~ \ ~ ~~`w w " ~',1 L'' + p : - ,e~ : ~ t f ,1 f T , ~~~t ~ ~ ; ~ , ~ , ;.i, ti ~.'t~\l ' / . r ; 1. AFTER INSTALLATION OF SEDIMENT AND EROSION CONTROL MEASURES , ;URES
T 1 14 ~ 3 / t 1 ~ , v. •e: •vr v,°or^r+^r -,rn 1^ \ ~ ~ 7 ~ ~ D. ~ ~ ~ ~ 't ~ ~ vj; l ~ ~ ~ i i~ ti~ ~,,J~'~ '-~'°`it, ~„„.r'" Fw 1, y 4 : 1. 61 i ~ t 1 ~w ~ , w ~ ~ ~ ~ ; ! ~ DOWNSTREAM OF EXISTING POND AS SHOWN ON THIS PLAN COMMENCE OMENCE 0 0 N
~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ BREACHING BY PUMPI ~ ~ , . , , ~ ; ~ f ! NG WATER OUT OF POND AT A RATE OF 1 FOOT PE FOOT PER DAY, t- t 0 r Cn U
Y ~ ~ 1~ } 1 ~ ~ j 1 \ ~ ~ q Z ' ~ "titzl ~ ~ 3~ ~1~' . «`:.,,,,A,.«-~""" ~ ~ ~ ~ i ~ ~ 1 1 ~ i 1 l~} ~ : 1) it
' ~ q } 1 ~ , ~ ~ ''v e ; b ~.i ~ ~ ~ , :r ~ ~ ~ ' ~ " ~ ° t"~ ~ ~ , ~ ~ ~ ~ t ~r t i ~ ~ ~ `z' ~ `tl P t~, ~~1;;~` ? ' 2.ONCE THE WATER LEVEL REACHES APPROXIMATELY 1 F T ABOV T 0 , , ' 1. i ~ r ~ E ~,~,w ,r« ' s y ,~t , f~ ~ ,x~ ~ ~ ~t~ , , ~ ~ , ~ ~ ~ , , , , ~ ~ OF THE EXISTING POND AND NO SIGNIFICANT RAINFALL IS FORECAST, THE VE THE BOTTOM N CL ° ;AST, THE
,t ~t~ J iI ,,f , k b~ ~ `i f~ ~ ~ \ ~ t~ 3 ! ~ ~ t i a ~ V; t . ( f ~Y t 1 f f f d ; ~ . t ~ ~ ~ , ~ s ; ~ 4, , , , , ,1 ~ ; CONTRACTOR SMALL REMOVE THE ENTIRE EXISTING DAM AND PLACE THE ACE THE EXCAVATED m o m °w
i 0 , z ; ~ ~ e ,e , 4 f ~ ~ wa . ~ t E ~ ~ ~ ~ r E , ~ 1 ~ ~ `a 1 w. t \ \ \ ~ ~'`w. ~ i I t; I ~ 't ~ j } t ~ 'i. ~h 4 *i t 3 ; ` << ~'w.. ~ „„"s' ~ ~ r , , ;~.tr ;r `ti ~ ~ r,, MATERIAL DOWNSTREAM OF THE POND IN THE EXISTING DRAINAGE FEATUf 1 1t ~ t \ \ ~ " r'" ~ ~ ^w, tr ~ E ! f j / l ~ I ~ 1t` { ~'i~ ~ ` ~ 7 aE FEATURE AND w z
d ~ F . ~ ~ q ~ ~ ~ \ ' ~ E , , F ' ` `v ~ t, ~ ~ ~ P ' 4 r 'I ~ t I ' ! ~ ~y~~~ ~4. ~ COMPACT THE MATERIA ; F ~ ,`o ; ~ ~ ~ , ' ~ , F~ f,.- : f,.. ~ + ~ w~ ~ L IN ACCORDANCE WITH THE P-152 SPECIFICATION FICATIONS. ° m a V)
i i ~ ~ ~ ; ~ { r '4 ~ 4 'w ~ 1 _ ! r~ .t i t f..,i . . f , "`a ~ ~ tE'e ~ ~~gt 1 ~ i - r + ~ ~ ~ z c~ c7 w cn
< ~ \ z Y;.` r~' 3. THE CONTRACTOR SHALL THEN REMOVE T I i d: ~ r.,~ , ti ~ ~w,_.,' ~ ~ ~ ,t. ~ HE EX STING SED MENT FROM TH w FROM THE 0 ~ 3;:
4'`~ / , ~ ~ I ` , ~r';. , , ~ ; ; BOTTOM OF THE EXISTING POND TO THE APPROXIMATE DEPTHS INDICATEC . 1 l ~ 1 , t ~ } ~ ~ /f „j! ~r,r^' ~'/J,,.?~~ r~ l t~•~r~ w.e~ , ~ '/r j ~ ~ t ' INDICATED M CL CL U a
~ 1 7 ; t3 y ~ ~ r• ~ { ! ~ rr 7 ! ~ r~~ 1 ~ ~ ~ .:i d 1 ~ b ~ 9 i J t 1 e t t~~ r ~ ' ! ,f f t i i J 1".` ~ t r I , i U ! I t ~ t fr. ~,t. ~ , ~ `E ; ,y i Jr ~f,,~ a,,.;.. ~r~ ; DIRECTED BY TH ON THE PLAN OR A5 E ENGINEER. , r " f ~'Y f' p , ~ ~ Y 1 ' j ` ~ ~ I 4 t ~ 7 ; / f ~ i f~ ""„r ~''1,,.~'r",.-°,,.J~ "~.r-~,.. !~1.f ~'I F 2 i
f ~ • \ , F:
a ~ , , f ~ ~ 1 ~f t 1 i ~ / f s° f~^~,~/`~ ~,.r^' --"'„r ~ ~ ` ~ t f 1 ~ f t r / r I ~ t l F i ~ f i l S ~ J j/ y;.,,,„ Y. «"ti ~~t :7 'v~.. A w~ / ! ~ ~ t f ,,.w ' / ~ ,ti d 1 ;E ~ ~ ~ f ? d 0 .r,.--..-v.. / 1 ~ j S `r k ` k > ~ p+ / r I 1 ~ 1 , / ~ ' \ } l ,y,„,,.s 0 d ti ~w 'w, , ` ~ ~ ! i ~ i, 1^ wN'F 1w,\ 'T~ ~ 1 4 t i i r' fir`
i ,`4 3 j ( i !,I i~ w"""^",~ St ,,.,`t f i t / rs p f ~ 4+ i t ~ f ~ ~ ~ ~ ~ ~ y i i a { ~'i, Lh `d % d r ti 1~ f~ . d ~ i t y 9 ! f' r ~ ? p rf / ~ ~ ~r' 'L~ 1 v :
` r` ti r t ~ 1 } { ~ ~ , ~ {s ~ j ~ f ~ ~ ~ t r~ / ' f ~ ` f t .!'~r w f ~ ~ .q t , ` ¢ , ' "'y ~ t
` 1, ~ ! ! a ~ 'y.,~ g} }1 1 ~ Y~ ~,w, ~ ~w.. ~i w., ~ ~ j ~ r ~i y ~ d'a'
~ ~ i ~ t f rrr ? ~ t ~ 'a „r'.r'"~ ,,.„,:r,... ! ; d ' t t x~,.M ~`r tf'J ~ ~ ~ t 1 ~ ~ ~ r f f ~i°'`; i ~ ~ rr'?^ Y ; r° Z ~ S F # ~ ~ r ~ ~ t I ~ e 1. r F L ~ 4 f t , r~ • ' l _ 'A ~ < "*..w,.r i't ` w . w, "`w ~ , } r ~ ~'a ti ~ t p { i" ~ 1 ~ ! ~ i ~ ~ , r t 1 ~ ~ t '~,1 w,'w`"". `~t~t w i ; ~ 3 ~ ~
l a P r'' FJ ,f 1 t~,~- r.,.~^ ~ r ! i# ~ ~ ' ~ ~ ~ Y ~ j `5. ~ ~ > ~ . ~1 ~ E t 1 ~ ,r` 0 i / a l ~ ~ f' f '0, ~ ( q y ~ 1 ; . r~ ti. A v v`v ~ 1 t ` S ! } ``1, } ~ a ',w 1 ~ h..y~ t w,°~ ,S 1 ~ `i i. 1 .ii 1 ~ / f ~ , s 1 ~ ti \
/I, f ~ } .a 1, ~ t ii t ~ ~ , ~ f i ~ j' ~.w ~ .'`A;~ A. , ~ f9 r~~' 3 ; ~ } ~ q r J( tr ? ~ 1, ~ ~ ~ 1 i 7 + ;'v ~ . 1 . ~.v. 7 t I ~ _,J ~ ,,,k ' ,rr ~ ~ \ C S f i,.,y : l `•w.« / t t+.,` + +e 7. 'c ! E 7 J r r.~-`--- ~ ; ~ ~ ~ 1 ~ ~ ~ ~ ! ~ q s ~ ,O ,ter. l / ~ { t t l ! ` t: t 1.P ~''ti, c v. w,~ 'v, ~ w ~ , 's~' i g \ y ` r
~ } a ~ ~ ~-r' v ~ ~ E ,r, r' t 'gym" ~ ~ 4} j \ ~ i ! 4 . ~ ~a ~ \J~ ~ q ~ +4 l 3 { ~ I e ~ ~y 5 ..,mot. t I t w 'w` ti ^'w, S ~ ~'w r ~ ,~.,d ~J ~ ~ i 1 w ~ 'w, A jV 4~, i f rr~,. Q
~ ( ~ ~ d ~ ~ ' ~ '4.d', .,f~ n q F ! 't i ~ t + ~ ~ i ~ !t ~ / i { ~ y,.,.., . . . ~i f `~+~f1 ! ~ i I ~ ,~c3 \ ~~l,l ~ ~,,}4.F`' 1 l « ~ w`,~}w " ~`1 1i t ,,f % ~p i 'i~ ` t L 9 j 1 , S 1 t R1 ~ 1 ~ k - h,., tee".`. _~'r. ~h~~~+.~ ,'k l 1 a` ~ l ~ t f'~ zS i 1
I+, , . r~ f ~ , 5 \ i + li f, is v ~ ~ i , l J` ~ ~,•v w.. ~ ~ ~ ~ ~ \ ^?Y ~ ~ "4 ~ ~ .J ; i{ y, ~~w-~ .r J''~~ ~ ~.Y,(„Vusa a.~ f-lr~ ...d f I t ~ r; , t 5 _ AA ` 1 7 j f S j.. S 1 l~ ~ i~ i b~ 1 ! ~ a ! ~ r ~ 43. ~ r.. , ~ a r r ti.. 1, ~ 1 ~ ~ t ~ t , 1 f f f i ( f ~ } aC
h ~ , A I 4 ~ t i :t : Q
~rw~ w..... ~ t 1 ~ ~ ~r~. ~ ' ~ r , . r ~ 1 s o . .r'`~ , ~ , ~ r ~ ! ~ ~,"1 t\ ' i _ . _ ',t t, L ,~4 i'r. / ~N ~r~ ~ r 1 ~ A ~ ~ :t i ~ ~ i ~ ~ r~,: ' ! ? ~f f *.,,~w, 1 J t ~ ~ ~ \ ; iii ' °I , rP) :z ,
t ~r`" ~ ~ r ~.~w... ~ , , ,1 ~ ~ , , ~ ~ R STIR ~ ~ ar 4I. ~ t s t ~ sy t : ~ t.. o `1,~7 ~ f ~ I t { { ` 1 E . 1 ~ ; df' t~ J t ry ! J
F .r`r ~ 1 C e 1 ~ + 5 ~ \ t `^.+r ~ ~.?1' ~ ~ , x ti I~ ~ ~^''i ~ ~ s r'~ 1 ~ ~ 1 ~ ~ t ~ ~ ti 1 / ' ~ ~ of 1 r", ' ~ I , ~ ~ ~,,.J ) t ~ ' ~ t r d 1 i' ,l' pfr ~~~lr I 1 ,,1 f~ _ w j t L 0 ~ r ~ j , 7 1 ' 1 ~ iffy ~ 1 i } ` ! ! j ~ ~ ! r' ~ 4 i 4
~ 1 0 ~ , g P/~iINP NG 0~ P'~ W T , tir' ~h 'S > ~ E r ' ~ ~ w t ~ ~,w, ~ ( ~ t. ( 1 I 1 { t ° w.~. V ~ ..~..w 1 ~1 1 t! ~ ~ y~ 1•~ E I i 7 ~3 Z
M ~ f ~ ~ _ ~ ~ ~ P E D SOX 0 D M X E.1 ti ~ ~ q ~ 1 ~I,/~ 4l ~ ~ omvm
~ } 4 `<< it ry ~ F"
/ ~ 1 ~ ' C R A 1 ~'H ~ / ~ ~ ' ~ 4 r ~ ~ s { ~ ~ 1 s ~ ~ e . ~ ti ~ ~ ~ ! i 1 '1 ~ 't ~ ,ti .w } t,r ,}l, rr{,! ;i lk XISTINC~ ~ °rC
_ ~ p ~ 1 e ~,r`" r~¦¦s z
/ ~ e ,t t ; ~ EXISTING POND / , ,q , } ~ ~ t w A, +!i i !~4 ! 'E~ AE "eft, ~ j ~ ~ ' 1 4 Ft ~ ~ ~ ~ , I r ~ t~,, ~t ,t i'R4. : 1
/ 4 ot,' ; • ; '~`r.-`' t ~ 3 3 f k ,..r ~ ~i C i t t h S ~ i t f "d ,~i # d i f ~ i I t E ~ "~''^J ! 1 1 4 ( it ~ i? .."mow } 4 I' ~'y'1i j~`i~ ?~~i V :r { } t 1 t' ~ 1 9 ~,s i li 1~~ 'a•.. !4 1 W
1 , \ r'i j i ~ ~ i i ~ ~ l i H
\l. ` {~41 2 1 5 ? t 1 ,f ` 1 ~ 1 ~`M. 1 \ ~ 1 1 ~ ~ ti i ~ ~ , s E f k `v ` ~ ~ E. tt t. 'e i , ( l S f:,w ,l yt ()`,"ll l l t ~e ~ j q , z
~ ~ 1 ~ ~ i ~ ~ i ~ 1 \ ~ ,~.,:r ~ ~ j , ~ .f ~ ~ ~ ~ ~ , i i t 1+ : ~ i Al ~ \ ~'~t~`~~'};:~'i~;;'!i it~l'i f;
~ 1 ~ . , ~ ; : ' ~ ~ r ~ ~e ' ~ ~ ,.w t E , E , ~ ~y ~ ~ ~ ~ rF E 1 a r-~ w~ 1 ~ t ~ ~
; ~ 1 ~ ~ ~ ~ ti ~ ! ~3~!, ix E ! : t : ~ t ~ q ~ j ,
l ~ ~ a~ ~ . E ' i ' e t ~ ~ , ~ w ~ ~ ;t~ a 1 ~ t t ~ ! t , ~ 1=, i « ~ IF~ . , [ i ! ~ it 1 t,., t ~ ; ' ¢6 y(! r
t", ~ I ~ f 't, \ {Y ?^~`'v i f 'i 2~ ~ \ ~ ~ b \ 2 1 ~ i y~ l ' ~ i!3
~ u J,' ~ ( l ,rp^ v f,^ ; ; i' i J ~ `v 1 i ~ ~ r 'l ~ ~ 1 ; t I ~ e ,r'' z~ r t 4 v ~ . ~ , ~ ~.t ,l ~l ,n,, ~ ~ ~ t ~ , w, J b ~ a M1 ! 'f j l•~ r ~ l t ~I: r 1' ~ r
.N'~Y ~ .n , ~ r~ ? ~ i } ~ t ~ a~~ 'G..•' i~ I 1 / f / h i + ' w. ~y ~~L,~ f~'.. 5 ~ ~e ~ ' \ " `'v. 4 rr 1 vim' 6 / ~t .~r ~ ,w"~ f ~ ~ w ` ~ yy~~ /per \u. ~ , \ 4 ( t ' f ~ +l ~ ~ \ ~ t ` ~ 4 t ~,~~ST""' 5 ~ t i} µ ~ii~S•~`~ If t ~ r r/''r,/' / J, r i~( I" ! /w".»-... ~ ~f ~ ~ r } E 1 r ~ i ~ t / i i i 11 f lJ'1%>fl 1' f`I~ '
\ ~ ! k \ ~ ~ c ~ ~ . ~ ~ is 1 ~ i / . ~ , 6 , 1 ~ E ~ ~ , .~--'1 ~ ~g l ~ S ~ v--~a~i~•- r `y ~ r> r, ~ , ~ "~1 ~ . ~ /~r^`~ \ ~ r' ; _ r _ 1~ w, A ~ ~ ~ ~5, , e 6 tE d 1. , ~ t t gym... ° i ,f ! A \ ~ 1
f , +1 s J ~ ~ t i \ ti 1. t r i ~1 f ~ ,a.. . ~ 1 ~ i ,}tt ° ~ ~ ~ ~ ~'is ~ w t S _ , ~`w, ~ 1 r' ~ / ! ~J ~ F~ f ~ ,~`r ~ ~ ! I s y~ 4 , ~ ~ i af' j/ , 'r ~ I f f 1. ' : ~ i t~. S 4 ~ a \ it ~'1 t 1. '`1 ~ , F :,r i z S ~ I f l , f , ! / f
1q~y`i~ i 1: ~ 'r.._.`y\ is ,~c , ~ t , ~ } E I ~ l } ! 1 ' { } 1 ~ f 7 ~ I f t f l ` ~ i y` j 1 t f 1 r r Y ~ J ! 0 r'~ ~l 5 ` ~ 1 ! s ~ 1 l - r ! \ti ~ ? f ~ 1 f ; 1 ~ ~ 1 t ~ i t~' J ! s1 t `M-....„,,, ~`w. 1, , ' ~ M1y~ ~ ~ f At I i. ! i i ~ i ~ ~ ~ f ~ f tt I . t' r 9 l / ~ t i w 1 ~ i [ 4(7 :i I.1 .J~ 1 ~ 4 i i S Ii `~~37 Ei! ) ~tj tI / ~
J~ ~ 1; / ~ ~ ~ F"r' °S ~ '1 ~ /rte ~ °V 1 \ ~ ,i { 1` "v."" . 1. ~ ~ ~ ~,A t C ~ s`G f 1 ~ i / f ~ \ \ 1 ~ `\,r ~ : 1 ~ ~h , \ , ~ ~h ~ ~ }h ~ ~4 't 1~ 1 1 ~ . I 1 3 f 1~ ! ( E f I , i « 7/ I / i l , t< ` ~ ~ ',~,~~`w. `e ~ t a S { ~ rS~ ~ 4 ~ ,r' ` jr ~ ~ { ~ 1 ~ t' i ~ 1 ' 1 ~ ' ~i f~ . i ~ I
. f r ~ ~ ~ ~ . + s~ ~ 4 ? r t J ~ ~ w ~ ~ ~ w, f ; ~ ~i ~ 1 ~ ~ _ ~ ti . ~ 'ti t ~ ~ 1 I/ ._...W... ~,1 ~ f , t , i j r # f w 're'v ~ ~ v ~ .,ti t ~ ~ v ~ ' t I t ) ~ ; i t t'' 3~~ ~ r f f f ~ E / .r` y ,,.,,,~~.,..,'+~`y ti~ '4~t .'v, ~ .i ~ t! r ti 4° ~ i ! / 9
0 2} ~ ~ ~ n.^ i 1 i i r i 7 f 8 { J 1 f f ~ a '1 \ ti.. + + f Jew ~ '4 ~ V •F f i ~ ~ , ~ 5 `"ry'~" 1 Y • ~ T C ~ ~ , ~ , , ` ~ i t ~ 1. ~ R. , S ~ 1 2 '4 l 'S ~ t f 1 y~ ~F~ 1 i ) F ~ i 6 +t S ~ ~ ~ ~ ~ t 4 , i , k .rL~'F' r w
~'r... t , i 1 ~ z ' F (e ` r'r ,F(r } ! ; ~r f• ~ t ~ 1 i ; A + ''e.~ 'l,~ CAD
4 , . i. ~ r r` 1 ^v \ ~^l,1 1 t ~ ~ ~ ~ ~ ( t a ~ 5 . ; ~ Al t ~ i ( { ~ { r f ~ A r t f~ ~Y, s, S 7 ~ j °y ' 't ! ) ~,v ~ ~ ~ , ~ q ~ ~ 4 . ~ ! ~ fr.. S~,` ,i I 1 1 ,.,~r,,~ t ///,ny~ •.1 ~14`~ 1, f 1 ~ ~ ~ ' ~ , t F { ~ S ~ / j^^ `F} ~ r
\ 1 1 t (I ~ J ~ f't. \ '~+iti , ? . ' l k>.., 'L it ! t i \ f Y I ~ ! f f . 1 I / / I ;i I 1 / / ~ / ! I r. 1. \ O\ l ~ - 1~,,_~.... t 1 ~ t i s y ~ . 4 s ` ~r! y S i t' i..; t 1 i j f j h,. \.2,'~ i y .A ~ i 1,~ ~ j t ,1 , , w r~ r i j'' ~ 1 s 1 2 I ; ! ~ ~"e."'.~ y'~ ' a > ~ ~ ~l { 1 d; ~ t ~ ,i-^-^, ~ e, i \ ` 1 r ~ ~ ~ ~ . ~ ~ ~r'~, V ~ ~ , 1 t 1 ' ~ t T S5 , , { ~ s 1 ~ i J J' ~w,, A""^. ~i, a " fi ? t~ 5 4 ~ I Y , - i : k l ~:c 1 e 1 1 s I : 1 / \ Z
t 1 M1' l4n ` ,t` ~....^w... `h-,+.L,~ i, f ?r~" j} ! i { P~ f PJ~ Ir Jet J ,ly f ~Yf 7' M / / \ `'t~'•~ ,3 if j "C ~ I ~ 4 ~ ~ ; r 'v # r i ~ I ~ ~M e
2 P y A 0
~ ~ ~ .,+,L''~ < J:.r!,,.''~„~~x"~ J . ~ ~ ~ 1 i"' / ( t ~ ~ ' ~ _ t ~ a t~i '',,n`~ ~ A':. /r"" A , G~ w " ~ '~J,.,f .r°f/' .~.?r% ~ l/ r i j( ~ t ` r a` ~ / ` A~ 1 ~ li
' , i t , . ".'"'`•e I ...,.1 , , ry~ , M1 14 k x ~ r I F f` 1 Jf } / , k , n Y, t ~ y~~ \l i ¢ t t \ ti f 1 i j' ~~~!frt~t; t I i~ J y l \ i $ S ~ l ~ ~ I 1 r,~ ( , t t f \ ~ 1 '1 i `E; Ex t ii 1 a~ r ~i,y f 3'•i JI. i ~ r r- Z ® rO
i \ I l ( y f 4S j f f \ q IF { ti L` ~ It
L z cr. < J
ii ~ .~d- t l C E 5.;, / yYti CL U. ~ ..J co 0
'r I i~ tt \ pp i ~ ( '~A y p ` , ? p YJI f I 0 t t 1 i i 1 't ~ , I i W
0 i ~ 1 i' 1 i { fi , , T J Z Z
t ~ t ~ t ~ ; i'` yr t f ~ t e } i 1 ~ ' t+.~'„"~ ~ w.f ~ ! i; : f ' ' ~ ~ ~ ~ ~ ~ ~ 1 ~ , p ~ 4' f 1 J e% Z
L 1 L l & V W
t i , i ~ ~ ~~.4 , 4 , t• Lid , ~ t ~ , 1 , 0 \ ~ 1 t Q Lu
i
c. v
,r . r..c . 1 ~ J \ t ,r`.. y~""' .-,wf ~ ~ J a t ~ y 2 t 1 l / s ,'`a.~ ~ ~ / I ••w., -.Hr .~.,'vwN:~r,. wd.:. F..,.+~` ..i" r' n'^•.r'' ~ t k } ' 3 f J// „ ~ ~ ` ti. \,y \,R 1. ',L a ~ •e,,~ ~~y ~ 4 cra
w
t 1A , 100' 50Q 100' 200 300
h- W
{ i } 11 ~ts~ r ti ? SCALE IN FEET m
kit ! f;•°'~ / E~ ~ t ~ k f r r , ~ u~ ~ 1 ~ ~ 1 l ; ~ ~ j ,„.J~ s 'a" `r~x+ ~ r C~ N
1 =100' LO 1wi.r 0
~ \ ',1~. 11 t 4 :'S \ 1 1 ~ t t t't ~ i ;i"~' t ti'• f ~ ~ y r \ 1 i t 1 1':.: 1 < r
~ w` ~ ~ ~ ~ ~'.1 t ~ i 1 ~ ~ d '4'~ r- ~ ei \ iC' ~ t i } ,,•e w
\L V\; f It 6.., r 't 1 k X \ 1 \ti .t r'' r' t s ~ Q z
r' ~ ' It , ~ ~ : • ,1, ~ ~ r 1 ~ ~ . i ~ { ' l ` , 4t 1 Ij n~.~tw 'v, L z , , v tit ~'1 t 't L , L , ° LLJ
71-7 J
-NT D T*
TALBE T
b . 1 .1 it 1-1-
Y It I& = t SEAL ? :0. ENGINEIEtING &PLANNING CNSULTV NSULT 'S SHT. 79
ti ~ ~,r~, I ,t r 1, ; ~ ~w,_ ~ ~ ~ ~ 26421 ` t t t t 1, y ` t\ 4q, / Y~ x 1 ~f I I 1 t ' 14 ` • ` 44 PARKWAY PLAZA BOULEVARD, 51LIiTE 35( CHARU)TM NORTH CAROLINA 28217 J, S= 350
! 1 fi i + r J ~ t y q f1 ~f~ / A [A 28217
t i s'? l t vz ~ ~ ,r.~ '-^°'4 i 1 i ~ J r ~r E 1 t h ~ 9 8 + PHONE. t , 1 - ? 704.426-6070 FAX. [phone] $25.6080
~1fJlfl(ii P, W s www.tolbertondbright.com oP, 140

\ t \ r ~ ~ \ i ~ r ~ ~f 41 ` , ~t 1. ,S 1 i d ~ ~ t ` f' t ` ~ 1 f 1 l C3
t a ~ ~ ~ ~ i ~ ~ r~ ~ LLJ
i ~ \ ~ ~ F i ~ ( ~ F ~ r' \ ~ ~ ~ 1 ! ~ ~ ~ 3 ~ 4 , ` / ! ~
~ \ ! ~ ~ r t v, 'y ~ V ~ 1 ~ ~ ,t 6 ~ S ~ , r`"~ M 4 ~ ~ ~ ~ f ~ 4~ ~ ft 7 i d O' ..r' i ~ 4 ~ ,
1 I ~ ~ ~ ~ ~ t ~ i 1 A r~.,,,,_. A \ 3 ~ 7 ~ ~ J E
''''err ~ 1 ~ ~ y ' , ~ i , 'ti "1 1 4 " ~ l ~ I 1 , r ~1 1
~ ~ ~ t ~ ~
~ I ~ - ~ - y ~ t ~ 1 1 ~'t.~ ~ . ~ ~ 1 0 ~ l
v ~ ~ t 1 ~ ~ ! J 7 f r ' - _ ~y t 1, ` lip, ` ~
E { 1 J tj % '1 ; ; ~ `a " i
1 4 I ! ~ ~ \ t~ t r \ l ~'t~ b ~ ~ f f
i ~ ~ 7 t
1 is ~ 1 ~ t 4 t E i ,r ~ ~ 't i ~ ~ ~ i 1 i f /
} ~ r \ ~ 1 ~ f ~ 7 r' P / cn
r ~ 1 .%"r O
; v s 1 t f ~ ~ ~ f' 'k, / ` ~ 1 1 1 ~ 1 1 t~ ~ t f r f i ~ ~ ~ 1 df, t } i , `I 1 t s"~ ~ 1f i r t t fAr
i ~ ~ ~ ~ ~ ~ ~ ? 1 ;1 t i - i 1 ~ i ~ i i > i fir i j i f' 0 r f (~j~+
• ~ t , r 1 ~ .r` ~ •t .A t t , ~4 i LL-
rr¢¢~~ { V' ~ 1 4 ~ ,~S ti i t - ~ ` 1 ~ C t , EI~SAN~MENT
~ ~ t ~ ~ ' t i F t ~ O ~ ` y t J t ~ ~ , i 1 } a ~ 'y i ~ r t, ~ 1 Q
i ! \ r r t i ~ 1 r fi 1 y 1 TM 1133 O9 ! ~ ~ .k ~ r r r 1 ~ LLJ
~ ~ ~ ~ ~ ~ a ~ ~ f ' ~ r ! W K MAUN ~~1R & I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ F ~i LL
~ ~ ~ ~ ~ ~ 3 z \ / fir' i ~ 1 ~ ~ ~ r t 1 { ~ ~ P ! ! ~ S t Yi + ~ i I ~ ! i y ~ + 1 'l } % 1 ~ ' ~ 1 f ~ I ~ I S ~ ~ } l . ~.._..n _ R A CARPEN ER ~ ~ ; , ~ ~ ~ I j
w ~ ~ ! -i ~S F a 1 ~ ~ i ~ 1 i . i ~ ~o eoX 1 ~ " 1 ~ 3 ~ t 1 ~ ~ ~ 9 1 ; ~S •1 .e ~ y t s j N L
^ SINGS MOU TAIN,; NC,~26O8~ ~ ~ ~ ; , ~ I1 ~ ~ x r j ~1 t f
Jr 1 ~ j F ~z ~ ~ f ~ f r . LJ Ll~. ~C7 V ~ V ~ L ZT ~ 1 1 i ! t I,~ { ~ j` r ~ i' 1 (t
l ~1~M1 3 t ~ L ~ ~ / i ? ~ ~'n. y~ MI~ f ~ ~ ~ ~ I ~ ~ C E , ` Y ~ i t Z i ~ ~ ` r E s Q (0 LO O LO O
1 d / t + t i f ~ i ~ ~ r ~ ~ ~ ~ \ Y r` 1 is \t 1 f i` I , ~ \ i ~E y ~ ~ ~ 7 r
} ~ i ? t Y / t 1 \ \ ~ ~ ~ r ~ f", ' i Z ~ 4 f Y 1 ' i' ~ !i rt i t l ri 't - 1 ~ ~ .t ~ f ~ t r ~S ! ~0. ~ 'w r ,t~ ~ ~ ~4 ~ \ "r { ~ ISER ,.AND BA'[~DxEL ASS ~ MB~Y , ~ , ; ~ ~ , F- V) co (3 5 7 Q w
1 1 i j ! F ~ J~ r' 'r f ~ 1 f ~ + ~ \ i qq r ~ / I 52,652.E SF ~ ~ ~ ~ ~ ~ ~ ,.x , ~ M RGENCY ` ° m < W
~ ~ v ~ i ~ ~ t ~ : F ~ ~ ~ tf i / f ~ I ~ I E ~ t I r J r i 4 ~ ~ ` , t ,
~ ~ i ~ 1 ` ~ , f / ~ ,t it I ~ r f" 1 r ~ j \ . d ~ ~ i
j ~ ~ ! t 5 L ~ i (J ( ~ ~ y ~ ~ ~ t r i ( f I j ~ 1 P d Lli LLJ Z
~ ~ ~ .4 f ~ 1 ( 7 t 7 J l ~ ~ ~ w'" 1 i r t~ rj ~ t I ~ ~ E ~ I i r / J ~ ~ ~ ~ J t ~ d` J rf 1 f t ~ ' ~ / ' ~ ' ~ f ~ l 1 1 t `r ~ `y i t l ~ i r~ ~ ~ ,i / ~ i r F- F- m co uj V)
f 1 ~G i #r a '1 i t f d ~ - } ~ ~ ~ ~ ~ ~ ( ( i } r r~ t ;r r i i ' ~ t f # r { r: / I /l Llj W Gj Z Y- 1 Z
i a ~y i ~ r 1 e r Y ~ t 1' ? ; ~ j ' , f ~ + } 1 a ! f w \ ~ ~ r ~ t r ' t ~ 0 O ¢ w
S L ~ ~ S ~ 1 1 's ~ 1 ~ ~ ~ r ~ ~ y ~ i P 1 t ~ r ~ i ~ ~ ~ ! i ! % \ ` ~ 1 x ~ i ~ ~ i`' ( i t 4 r' d r ! f a i I , f G
i r ~ ~ 1 ~ ~,,,,~.r~ ~ ~ `t 1 ( 0 rra"'~'~ i ~ i 1 ~ ~ ~ , ~ q / ~ r r` ~ t 4 i 1 A } ! Mme'".
1 j ~ / ! l ~ R ~ ~ i r ! 1 ~ ~ `t ( `s ~ t' l~ ~1. ~ ~ ~ ~ ~ l r i l 1 1
r+!ir r' ~ ~ ~ r j r t ~ ~ ~ J r' ~ ~
4 . , s 5 ~ i j f f j ; ' 1 ~ ~ ~ ti
1 ~ t ~ , f ~ ~ ~ ~ ~ ~ t ~ ~t ' `M, ~ ~ ~ t d ~ '1 ~ i r f y ~f t
t ~ 1~ I ,F ~ ~ l r ~ ~ ~ ~ t ~ s s 1, t ~ ~ ~ t f ~
? ti
7 i `S` t ~ ~f /s~' ~ ~ I MMA"""_ ; \ 1 1, } ; ~ ~ a ' .I ,r" ~ ~ ; ~ ~ ~ ~ , TM~ 13312 r
~ R t r r , r ~ 1 ~ ~N wy ~ #MAin
/ k.. ANT ~ ~ ~ t ; ;l 1 '~`6 M N TREET ~ t li V L-~ i l l E i ~ ~ 1• t ~ ' ~_A ; ~ ~ , , t t x~ ~ ~ ~ ~ AL E A , N 0 t o
t t ' ~ a 4 0' I ( ~ E ~ i ,r t 21,092 ~ ~ S 1; ; I - Q 21,092 SF I ~ 3 ~ r
r f
t i j ; i I l ~ r ~ ~ S t r f l 1 ~ S r e g t ` E I T M ~ (J~ ~ , t ~ ~ 5 ~ cone
~ ( f 1 j` ~ w. r r ~ ~ \ ~ ~ F ~ r, T 1 l~ ~ I y OPi OF DAM ; 6 .
1 , ~ I i ~ TM # 11336117 , ~ ~ ~ \ w 1 ! / / 1 ! , i i / BASE o DAM , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ fr ~ f~ CITY F CHA LOT E ~ ~ ~ T ~ s ~ ~ w._..,, ~ ~ i ! j` is ~ 1 ~,.r •S
,r , 600 4TH TREET ~ ,r TOP OF DAM I T ~ t 'VO F~T~: i' ~ ` x
CH LOTTE NC 28 2 ` r'd 'r ~ f DB 19914 P 481 ~ ~-w-- ~ F ~ o ~ BOTTOM NEV. , { r,''' ~ _
~ ; ~ r ~ r ~ ~ t I\ ' t ~ , t ~ t \ ~ a
/ ~ ~ E ~ SF ~ ~ , r Cq ! . ~ X47 ~ i J° ' : ct) ~ i ~ ~ wp ~ CAV TE TQ CR~Ai~ t r ~ j~ t ~ ~ 1 5 't T f f I ~ P ! ~ vw... 'n ~.y.
f / , , Rf AC~ARE , r j' ~ ~ , , ~ ~ ~ 1 r ~ _
~ ~ / i 1 1 ~ a i j~ d ,w"'" ~ l .r FLOW FRAM PR(~~f"JECT ENTERING r ! ~ , ; ~ ~ , ~ } , {r` ~ i T I i/ ~ F
~ oN ~ 1 ~ ; t f \ r C~ { i', ~ t 1 ~ i , ~ w,,,, ~ BASIN ~ROUG~ ExISTING ; r ~ ~ r , d LAJ
1.0 ~ F ~ ~ r° P ~ a~ f 0~ ~ E ~ ~ CN ~R 0 w r ,CULVERTS UNDER I~-~8 ~ I , F ~ ~ , ~ ; i , ~ _ ~ ~i TM ~ 11 3612x2 ~ wr
a w~-~~ t ~ P D Z ~ _ 0 N ~ ; F + ~ ~ ~ ~ ~ ..,r" ~ / 1 ~ ~ i ~ ~ ~ ~ DE1~AR1' ,f . ~'w ~ ~ T ANS~O TATIO .
~ o ~ ~ 1 ~ 1 0 ~ R~ ~ z ,a A~'AY TT ET r slow r
' ~ ~ ~ l ~ r % # ~ ~ r r ~ ~r 1 , r S~ LB~f, ~ c 2$1~~a t
~ TM 11336120 ~ ~ 1 ( D~ ~ # A~ ~ , ~ / ~ i ~ DB,r 9~49~ P 4)p8 ~
~ t 9056 WALKER S FERRY ROAD ~ 7 1
g ~ CHARLOTTE, NC 28214 ~y z t ( i , t4 i ( ~ 1 i ~ ~ ~ 112 ~ ; ~ ~ ~
Y».......r f DB 6539 PG 57 ~ Y rt ~ r""
l ~ , ~ / l ~ ~ t d 3 ~ ~ z I ~ / R
~ 1 j \ ~ '
~ y -..km. ~ w... ,w ~ \ 1 ~ r ) ~ ~ o. tit ( ( i y r,, r, ? /`J / ;r^~,...-- Y w•^.M
i 1 ~ , ~
' t 'v v, TM 11336119 ~ ~ f ~ ~ , ~ v ~ -
\ BERRIILL BAPTIST CHURCH ~ t TM 11 X36121 r \ ~
4F~°CHARLOTTE NC 1NC. ~ R DEPARTMENT OF` SPORTA ` F ~ RI=D 4 BOX 518- _ ~
71 W MAIN STR~ T ~ CHARLOTTE NC 8208 ~ ' y ` ~ f !1 ~ 1~h ~ .r / ..,,....m. + ~ w^ rvv ~/r P^.^.i,..,•.~ N,,. - ~ J ~ w+w"..~, ~...N'~l"'~,.- ~ n } . .Y" t Air W
BE ARLE NC 28 0 ~ F ~B 2827 PG 4.51 _ ~ ~ ~ „w...•. ~ F B 9514 PG 223 t , 1 ?'~rV f.+^` ....r+ryf r^r'. te`e' ,~^[~'~t~- p~y-~ ...n , ~i r * t, k i w.. _....ww ; ~,r- r"' .w j,l. r^`"~.~... w., f r, r, .-.».....M "T~•!?.i•'^`I ~ I VW"'~ T"".y~;y~,-....,~~~,1 ~
i ~ ~ 1 f Jed ..~v ~ i f w""' J r .,n Z
ee.s.
u L wll
z q J
Q L¦ C
miZ m
as w
CL t'~ m =
WOO W w
0 °
t ~ 4
w W
~C N IPA.
w
z
wM LLJ
NOTES:
1. ALL PLANEMETRIC INFORMATION TAKEN FROM 4. THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ?r{~{u{{{{19ttttt 11 1611 !pf!! ? 0 T i T) U""NT TrYl
MECKLENBURG COUNTY LAND RECORDS & MAPPING SERVICES: DEPICTED ON THIS SHEET SHALL NOT BE INSTALLED UNTIL THE ALL PI.ANEMETRIC INFORMATION SHOULD BE USED FOR VISUAL CONTRACTOR HAS RECEIVED WRITTEN NOTICE FROM THE OWNER 5C 9r A T e 4 se - i~ ? ,r 000*.. Aid, '3vD'"r&BJxLUr 50 25 0 50100, 150 4?• I s , UGHJL
PURPOSES ONLY. TO INSTALL THESE MEASURES. COMPENSATION FOR SATISFACTORY
2. ALL PROPERTY LINE INFORMATION SCALED FROM INSTALLATION OF THESE MEASURES SHALL BE PROVIDED IN THE m • ° M ; a SEAL r' ° ENGINEERING 6zP G WNSULTAA 9SULTANTS S HT.
MECKLENBURG COUNTY GIS. ALL PROPERTY LINE ADDITIVE BID ITEMS OF WORK FOR THESE MEASURES. SCALE IN FEET 3 s _ 26421 r • m 0° ' V • ' r~. 4944 PARKWAY PI:AZA BOULEVARD, S1UCI'E 35C 78, SUM 350
INFORMATION SHOULD BE USED FOR VISUAL PURPOSES ONLY. HDR IN NORTH CAR ~ N p 28 MEN •om •"r . Engineering, inc. , OLINA 28217 A 28217
3. SEE SEDIMENT AND EROSION CONTROL DETAILS FOR DIMENSIONS OF SEDIMENT BASINS. 4 q of the Carolinas . CD G C PHONE" 70"2670 FAX. [phone] ,,k ! !r , 426.6080
®~t1t{I{ {{p®i,1~ ! X11 ~y OF 140
128 S Tryon Streetf Suite 1400 1 Charlottef NC 28202 www.talbertondbri9ht.cam
-

~ ~ ~ ~ ~ \ i ~ ~ ~E ~ ~~~,,~~r~ f ~ ~
/ ~ ~ r ~ ~1'M . '1"M 1113 6145 ~ i ~ , # ~ , r~'""1° ~l• 3
. ~ ISER A~'D BARRE ASSLM LY 'E 'I, ~ ; ; r l 1 r` ~ e i ~ 1 ~~t It r ,~HERtv~AN LEE I MAN .M-7- Lli L ,0
l ~ ~ 1 ~ ~ t ' 'i t ..r' % ~ ' 21 q r , ~ f , ' ~ T AVE t!E ~ ~ , ~ ~..w 214 5 U H YL t ~ t T ~ / , ~ 4 ! I i' ~ f jr f ~ r Q ~
~ ~ / 1 t j ~ i j j ~ f ~ / ~ ~ f / - / f ~ 1 LoulsvlLL , Ca $ O27 r 1, ~ ~ ~ i f ~ C.J 1 '
. 1 , ; , MB MB 3 P(~ 459 s t t ~ CON TRUCT N ~ ~ ENTRAN ~ CE , , ~ i ~i
,.r-~ , TM 1131340
# , EME3ANKMENT ti. ~ , ~IERB ~T T 1131340 ~ ~ , ~ s ~ W ~~PLEE 8c 4
~ - r ~ ;S H1 L Y PAUL D R R S ~ ~ 0 ,~PLEE f AYN & ~ 4 , ,yrS ; C
C TM# 1131 101 ~ ALMA, COLLEEN r 9Q 9 ~VAL,KER S FERRY ROAD ,
~ f SHE!RMAN LEE INMAN ~ ~ ~ - ! CHA LOT NC ~ 4117' RQCKWOOO `ROAD 2,8214 ,
? ~ r 214' SO TH TYLER AVENI~E D 3 ~ CHARL0~1"E NC 282 4 . 2~6 PG 347. ~ p' ~ , - ~ V
LO ISVI LE CO 8027 ~ ~ ` ~ DB 325$ P 493 , ~ ,r ~ DB ,59 P 29Q ~ ~ ~ 0 Z
' ~ ~ ~ ti ) }0
~ r l , ~ ~ { r ~ ~ f ~ j ~ ~ y r-- ~ t w. t ~ . r ~ ~ s ~ r' i ~ ~ ~ 'l I TM~ 1134601 _ , r ~ 4
, f 1 ~ F i 1 ' r j ,E t / i ~ ~ f ~i r CI Y OF CHARLOT 1 t.,. ~ k ~ ~~`w ~ i
~ .l ~ ~ 't 1 i 6~0 E 4 H ST EET ' \ f
E ~ % / l ~ ~ _ AR T i ~t ~ i~ ~ Lo rrE, N,c 2820 a ~ ~4 ) , ; f} U
$ 9724 PG X03 ~ ~ ~ r ~ ~ ~
~ ~ ~ i J f ~ t ti / `i ' 7 1 , ~ O LL-
r ~ ~ ~ , r r '4 ti \ 1 'i J ~ ~ y i 4 jV i ~ ~ 1 ,
r~„r ~ ~ ti ~ ~ ~ ~ w.,,r W
q t ..~y j t w
~ ~ \ 1 ` 1.,y ~,T e\4` ~ 4 ~ f i
~ ~ ~ t ~ i ~ , _ ~ ~ t } f,
{ ~ k r, l r 4 'o ' >s 1~ E 4 ` ~ 4 . ~ "ti ,.~1 1 'i ~~ti i t l 5 ~ 4.
~ i 9 ~ ~ ~ ~ ~~i ~ t ~ ~%Q r t ti'`l 0
t' ' ~ 'f / ~ 1 ~ i l ~ ~ ~ ~ ~ FOR BREACHING P~.AN OF ~ ~ . . - n tLAKE, SE~~,SHEET 86~ OF 131 _ _ ~
~ s s'~ .f ~ r' ( ~ r ~ ~ ~ ` \ ` 4 Q C7 r 0
` l r \ i i A ~ ~
E ~ ~ ~ ~ ~ r`" ~ ~r~'' ~ h r / ' / / t y ~y ; i 1 ~ 4 Q W^ N Q W n N U
~ ~ 1 ' lr , r I { ~j s ,r r 1 ri 1 i x r q., ( 1 i f ~ y ~ ti
` f' yf,, '~w i ` ~ lr,," ' # 1 A t° r ~ ~ t ' ' ~ ` +
I ~ f ~ ~ ~ i ( ~ r \ ~ 's ~ ~ Z 0 W z m LLJ
``ti, i '1 ~ ~ ~ r ~ ~ ~ 0 W F- U m
~ t ~ 1 0 z
,
~ d ~ ~ ~ 'l ~ ~ ` k. ` , ~ f / ~ ~ \ 1 l W 0 0 ~ Z Q 0 a. CL 0 U a
1 i ~ ;t
t ~ ~ ~ 276,18$ SF , ; , s
1 r ~J 1) r f ~ ~ 1 ( G r" ! 1 ^T \ s 3
} ~ ~ 1 ~ i1 f r ~ ~,rr W~~1~ -~T~9P~ OF DAM 657 n... ti - ~ BAS OF DAM , `-542 ~ t
.l t ! ~ ~ ~ 1 ~ `'til `'a•_ ~ hti, , TOP F P~QL - 656 ~ ~ ~ 1
ToP off` DAM wID~I - ~o FT. -
t ~ ,s h~ ,,p .t BC)TT ~ r,,. , BC)TTOM ELEV. - 647 ~ M
I ~ ! i` ti ~ , ti, ~ ~ '4 \ 1~ 'y RaaE P~RiM~~~ aF - .
~ ~ \ LAKE TO EL. 656 M . 0
r
, r ' r r r OG
}
f s ~ ~ ~ / I f , r ~ ti ,
. r ~ . ~ '
~~.J ~
0
~'f f v ~ 1 i i ~ ~ ~
~ ~ i il~ / j ~ ~ , 400
l ~ f k ~ i 1. I / ~ tt •y `t
~""w, ~ ~ ~ ~ ~ ~ 1 1 J F/ 1 ~ ` 1 j y l -
~ ~ f ~ ~ ~ ~ ~ n , ~ r ~ ~ ti. ~ ~ '1 f LLI
r ~ ~ ' ~ ~ ~ ~ U~ ~ ~ r , r 1 ~ ti
} I ~ ~ ~ ~ - 't o r ~
i ~ i ,
~ ~ i } ~ ` i j F ~ ~ t \ ~ ~l / ~ ~ ~ 1 i~ ~ r` . ~ /
~ i ~ i ~ ~ ~ ~ ,.i , f„
f r t ' j .1 1, _1 1."~ ~ a? \ ` ~t\ ~ 1`. '
\ ti a ~ ~ , t f ~ ` ~ r ~
~ i ~ ' j 1 `1~ I 11 f ~4 ~ i i ~
"k ~1 r ~ I ~ ~ , 1+ r r l 1 M,~ ~
~ ~ ~ ~ ~ i^ ~ ,r ~
n.A,.r v.,t ~ i 1£ v. ~ !r I
w. i 1 l ~ , ~ ~ ~ s t Z ~ ~ ~ ~
y 1 't l 1 1.
T~ q ti 1 I i `t , `S \ ~ 't, - LU
{ ~ ~ / ~ ~ 1 I t 1 'l 9 i l r i 1 ~ ~ r~'~ ~ w. 1 i! ~ ti,
1 ~ ~ ~ i 1 ~ ~ ~ ~ { r
, i ~ ~ ' f } ~ ~ o ~ i \ , ' ~ 't 1 _ A I ~ 1 ~ 1 ~ ~ j' ~l~ \ ~ f ~ t 1 ~ , _ ~ ~ _
J
~ T rte ~ ,f J r v..
1 ! l r~ ~ t , ,
r ! ~ f ~ f f1J f~ f r r ( f. . Um J 0
i f I /
J co m
FLO~4V FRO PR0JECfi EN~VERING ~BASIN OUCy~I EXISTING r' f ~ / ( yt. / jr.~ P C3 .z 1-
_ NOTES: C~ILVER S UNDER ,Y-48~ s i r - lv
1. ALL PLANEMETRIC INFORMATION TAKEN FROM i ('TYP.) t J 1 ' ' ~ / ; . l
MECKLENBURG COUNTY LAND RECORDS & MAPPING SERVICES.
ALL PLANEMETRIC INFORMATION SHOULD BE USED FOR VISUAL
PURPOSES ONLY.
2. ALL PROPERTY LINE INFORMATION SCALED FROM ~F 2,414 SF CG W
MECKLENBURG COUNTY GIS. ALL PROPERTY LINE INFORMATION SHOULD BE USED FOR VISUAL PURPOSES ONLY. 1-485 RIGHT-OF-WAY = t 2 W
3. SEE SEDIMENT AND EROSION CONTROL DETAILS FOR DIMENSIONS , 4 r ~Imm
OF SEDIMENT BASINS. .w-..-°` 130"•x" f' i W U)
f 4. DRAIN EXISTING LAKE, BREACH DAM FOR INSTALLATION OF RISER ,r co N
AND BARRELS ACCORDING TO THE BREACHING PLAN. I til Via' Z,.,J ~ ~ a
5. PRIOR TO DRAINING EXISTING POND AND BREACHING DAM, CONTRACTOR
SHALL IDENTIFY AND MARK THE EXISTING WATER LEVEL (APPROXIMATELY % ~
657'-658'+/-) ON THE GROUND AROUND THE PERIMETER OF THE POND.
AFTER DRAINING OF EXISTING POND, CONTRACTOR SHALL EXCAVATE THE w
PERIMETER OF THE EXISTING POND FROM THE PREVIOUSLY MARKED WATER r s s s n, i r, r LL-
LEVEL AREA DOWN AT 2:1 SLOPE TO ELEVATION 656.0' TO OBTAIN 7. THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES 0 4%0484410101rt0 A r. T) r) r-NT
REQUIRED STORAGE SURFACE AREA. CONTRACTOR SHALL THEN EXCAVATE DEPICTED ON THIS SHEET SHALL NOT BE INSTALLED UNTIL THE FROM ELEVATION 656.0' AT 0.0 PERCENT SLOPE TOWARD INTERIOR OF POND CONTRACTOR HAS RECEIVED WRITTEN NOTICE FROM THE OWNER 5C 50 25 0 50 100 150 o &j3 TALBERT PJ T-
TO MEET EXISTING GROUND. TO INSTALL THESE MEASURES. COMPENSATION FOR SATISFACTORY • b • ` ® M1
INSTALLATION OF THESE MEASURES SHALL BE PROVIDED IN THE w a° i • Q, SEAL ENGDEMUNG & PLANNING CUNSULTAr RSULTANTS SHT. 77
6. CONTRACTOR TO INSPECT LAKE BOTTOM WITH ENGINEER FOR SEDIMENT ADDITIVE BID ITEMS OF WORK FOR THESE MEASURES. SCALE IN FEET 4$13 a - 26421 4944 PARKWAY PLAZA BOULEVARD SUITE 35C SUITE 350
TO BE REMOVED PRIOR TO BASIN OPERATION. CONTRACTOR SHALL INCLUDE IN HIS BID THE REMOVAL OF UP TO 500 CUBIC YARDS AND 1 =50* <v ® HqR Engineering, Inc. CHARIMTE, NORTH CAROLINA 28217 CA 28217
PLACEMENT ALONG SHORELINE FOR DEWATERING FOR CONSTRUCTION . of the Carolinas f r G r C PHONR. 704-426-6070 704-426-(M PAS. A k E 4Zb--+6080
CONSTRUCTION OF THE RISER AND BARRELS. rre 1111111, PV www.tolbertondbright.com e OF 140
128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202 1- 1

r,. _ , ~ 3, 4
t ~ 4 .y.. r~~` < . O
' _ . w O
,P' 1 i` f f Q
~ ~ ~ .
~ ~ r r, i ~ . s' .
`f,. T, t ; ,F + y` 1
r \ ~ r .ir , ~ _ , f I , l I
~ ~ ~ ~ ~ t r! 1~ f% A ~ yj .t ` ~ ~4 ! r } j ~ r
~ ~ L i ~ r' ?r° ,ti r' r ,t t ` - l~ f ~r r''~ f f(
t~ 4 1 a ~ ~ ~
. Y ~ ~ ti ~ A , i~ ~ f f
~ ~ ~ e I ~ r J l ~ ,J' rf i~ ~ I f / ~ I ~ V Z
i s .r''" r ~ f /
1, ~ ~ ~1 i i ~ ( ~ U
l ii I it t r r-
f ~ _ ~ ' r' i / ~ ~r,,- j ~ ~ Y ~ p
~ ~ i c -~•.,.~.w..~ ~ ~ ~ / ~ ~ f , / f,/ r 4 R..r" ^ J v / ~ ~
~ ~ ` / v~ 3~ e ~ (j / 1 f~, ~ ff ~iY n~
j ~ "''"tip \ ~ s' 1 ` 1",` M ~ J f ~ ~ ~ ~ r ~ W
~wr ~ ~ _.w._. E t' t ~ f I i I r+.. V)
. ~ r F ~ ~ t 1 1 ~ `w., i f t ~ , i a i ~ 1 ~ , l , ~ t 'f r.. r ~ , 1 W
r ~ ° t ; F ~ ~ r ~ I .
/ ~ ~ E ~ s ' 1 1 3 ~ ~ f i
S j' s A `'t ` ~ ~ ,t
' ? ~ ~ ~ t } ~ a ~ t 1 ~ ~ ~ s ; ~ ~ J `g t ~ ti ` ~ ~ i r i
f. S Y •,i v 1 ...,,.M
• - w~. "tip ~L s t` N (.0 O C)
~ ~ .rte ..w ; i ~ 'y w ~v. ~ ~ 1 1 1 ~ ~ ~R~SER AND BARR.E~: AaSEM~. Y ~ ~ ~ ~ . `a. t ? ~ ~ I ti`
~s T ~ 1315212 ~ ~ f r ~ , ~ ~ `1 ~ ~ ~ l ~ r,.,. i t I t r" ~t } . ~ S ~
. AUBREI~ . J ELAM JR & t RODNEY ~,ELAM 8c \ ~ ~ 1 wM s I 1
~ M~ 1 X315 12 ° t ~ ~ TAMARA M~ZZUCCO \ . '~.~r ~ A GREY J LAM JR t ~ 1 ~ 1 j ~ ~ ~ a, , 4 z ' r EM ANKMENT r Cl.. N
~ ~ ~ 017 SlRU5 ~.ANE ~ RC~NEY, J LAM r. I A, 1 ~ ` ~ t t ~ 1
~ C ARLOTTE N 28208 ~ ~ " ~ ~ a ~ ~ TAM RA MA ZUCC ~ ~ w_ ~ a k f i ~ ! ~ ~ r ~ ; r m ~
3 ~ D B 2545 P G X54 ~ ' ~ 5 7 IRUS ANE ~ 't r t f t ~ r ,,r / ~k r ii 1 j .r"~ E t / ~ r ! 1 , O r` t~ s' r' W `r- D D to U W V)
£ It k ~ ~ ~ H 'C ~ RLQT ~ C, 282 8 ~ ~ t Y S 1 i f 1i trJ ~ W r- Z U W
` ~ ~ DB 25'5 PG 543 1 ~ ~ ~ a , J ~ } r j f r 1 ~ r r t I t << ,f ' ~ I 1 i' f 1 1 r J
~ f' r / ~ { a ~ ,
~ ` E 'y W,,~ ~ ~ t ~ ,J i ~ I l i r' ~ f ) i f ~ ! rl ~ t i i Co. }
1 ~ ~ ~ " ~ ~ ~ ~ vf~ I I ! ~ I I 1 ~ ~ ~ 1 ~ ? i ~ f` 1 f f t /J J / I 7i ~3 i r°'~ r~ / ~ Y f ~ r' J'~ f ~ ~
~ k f ,f ~ i j ~ I
j d ~ t ; ! ~ ~ F ~ S t y rr j ~ i ttti,, S ti ~ ~ f ~ I ~ '1 ~ ~ 1` ~ 1 r ~ _~...e~ v~ ~f '
t l~ t` t t { r / ~ j ~ ; l r l i, . , i f ~ ~ r f
i i j' ~ l 1 ~ t r ~ A , 4 \ r l 1' 1' f / t ~ i / f ~ t 1 ! i i
i : ) r i f } i ~ t ~ / ~ t 1 7 i ~I 4 F ~ ~ F` ~ r ' ~ ~ , ~ i % , f M i j j i ~ ~ ` 4A
TM ~ 11315212 r r ~I ! I f d, j
f 1 t i 1 ~ ~ ~ i ~ f l ~ ,~U~~EY J SLAM JR ~ - r 1 t ~ ~ ~ r ~ RODNEY J SLAM & ~ ~ ~ '
} Fh~ ~ ~ , t ~ ~ 1 ' ~ ~ r" ~ ~ i r ~ f~ ~ f TAMARA MAZZUCCO 7 ~ ~ it 0
t ~'q } f' ~t j f~ ~ f i f fit, ` t 1 E. ~ , f ~ 1 ~ d I j 1 ~ z .5017 SIRUS LANE ~ ,1 1 f r , r t
~ ~ ~ ~ ~ j ~ i , t e ( i s J7 i d ~ ! s i ~ r , t ~ i al CHARLbTT~. NO 28208 ~ f i ~ a ~ '^a 'a 1 ~ t , i , ~ / r, ~ ~ ~ r'
r p J 9 ~ 1 ` ~ 7 . 1 t~ ~ t t d ~ ~ t z ~ ~ DB 1254 PG 543 ~ t ~ ~ . r•~ {
~ ~ 3 I ~ 2, r~ / ~ l \t ~ 1 r
' ~ ~ ~ ~ ~ s ~ ~ 2 e ~ r 1 S f ~ f t S J Nr ~'1 ,r,+ f '1 t' ~ 1 i f ~ / t ~ P \ '1 ,
~ ~ " 1 ~ / ~ ~ { I CONSTRUCTION ENTRANCE I ~ r' ~ ° ~ ~ i /i L a / ~ ~ ~ t i ~ ! I r r, ( d
F e ~ ` ~ 1 ~ i 4 ~ ~ 1 i~ % j ~ ,r r f 1 Ads / Z rMf' ~ f
~ ~ ( ~ r 1 i ~ ~ i J f ~ ~ 1 ~ F 0
t i ~ f 4 t t J ~ ~ ( ! ~ ~ e ~ MERGENCY ~ ' f 1 ~ ~ ~ r ' N CY
\ ~ ~ ~ , ~ ~ r I ~ 4 ~ F / ~ t i ~ ~ ~ SPIf~LWAY T P t s'' j t f I } ,Y (T,YP)
' ~ q 't t 0 i ~ i f \ j I I~b ' d! f E : i ~ E f rff x f`
i ~ ~ j" ~ ~ ~ G i i ~ t ~ ~ ~ ~ ~ 1 ~ r ~ w ~ ~ ,r f _ ~ TM 113 (5310 , 1 ~ ~ Z
~e,~rwrr~ i ; ~ , GLENN A WIT ROW ~ ~ } fir t ' L LLA
r^ r ' ~ ~ ~ ~ i i ~ ~ ._.r;,__ 1 ~ ~ ~ ~ ~ r ~ x,207 GL NDAL R11~ r
/ ~ ~ i ~ ~ ~ i I " ~ j CHAPEL HfL , NC 217514
~ i 3 ,838 SE ACCESS EASEMEN r ~ ~ t i f ~ ~ ~ ~ ~ 1 ~ i f ~B 9676 P 564 ~ , ~ ~ ~ ~ € , ~ , , { J= z i ~ f . 7 ry
S f ! A CEPS EASEM F ~ C ENT ~ ~ i r / r i ~
~~es 1 i ~ ~ . ~ ~ !79,047 SFI - ~ ~ ~ , ~ 1' S 2
1 ~ rrwi~r , ! f ; : ~ f i~ ~ ' ~ 4 } ~ ~ F l ~ a ~ i f f ; f 1 f ' ' t t' .
,f i ,f / i ~ fl l j t.. ~ ! k i ~ ~ - i~ f 1 i j t ~ ~ t AI~O V r'
~ ~ ~ E~ a ~ , ~ 1 / i' ~ i }
I 1 / r' jf ,r 't ! e S r.r.w f' f'f ' ~ ~ ~ ? TOP OE DAM - 685 ~ ~ : ,r r "'j t' i' k t` r'
/yam r' BASE OF DAM 672 , t ~ ~ ; ' t , - ~ r ~ TOP OF POOL _ 682 ~ t k< <
s .i~i Y ~ ~ ~ M 11315 0 'S TO OF DAM WID H ,
3152 f r 3 i ~ f r' ~ ~ AUgR f a ~ 2 ~ ~ ~ ~r 3 .r' , ~ ~ f THE GRIFFiTH l+AM LY TRUST r BOTTOM ELEV. = 674.3 ~ I ~ y } 1 ~
~ , Y ~ t --•.r,~,G 1 ELA r 5 M ~ f ~ ~ 017 R& ~ i ~ f SIRU ROD t ~ ~ I ~ ~ r'` ~ EDNA BRYCE R!F ITH TST f,, ~ 1 ~ i j GRADE 1 V A / ~ i {
~ S NEY ~ LAN J ~ "~-r-,. Dg E C EL / 1 ~ HAR AM f ~ 219 LOT ~ T ~ 4200 ~ LATEAU ROAD SURFACE AREA ? ~ ,a ~ i
~ I P T AM 1 G ~ A ~ ~ ~9 NC Rq t 4 ~ 282 Mq , ~ , 3 $ ~ UCC --,w.,, w~ O ; f ~ ~ ~ ' f REN,4, NV 8509 ~ i ~ ~ ~ i `i ` ~ , ~ ~ ~ f r ~ , ; ~ ~ ? f DBf 8791 P' ,I ~ 268 F r T J
~ l ~ r f , e, ~ i M..~ 1 t ~ ; ~ / ~ r ~ d_.~.. ~ x j ? r
~ t, ' ( ~ ~ f _ t ~ / rD ~ ~ ~ y ~ , X 1 1 r i ~ F ` l J ! to
E ~ 1 I t ~ ~ f i t ~ ; ~ i i ! ~ . rf ' f r
e' t 1
i `t `t ~l s 1 F ( i
f f r` LL
ja 1 ~a i ,t i t i i( ,d! l l c 1 1 t 4 t{ L ~ P l
x
j J j~ l jF f cr. LLJ U. <
J r ~ t ~ ' I ( ~ ? It
0 V) w Cq
0 ! i ? + i I. A i
i
va w
i 1 5,626 SF Q ~w t~ m
4
i kt i j x \a t , t 7
FLOW FROM PROJEPT ENT RING .frac ~ w uu
BASIN THROUGH l fs
s ! k: - v w...,w,. GC1 tV ERT-5-Ui V UER 1-485 {
t V)
-485 RIQHT- F--WAY
m,v......., . , ...m.owT-,„r '.,,,,^..,n ..r....• ..rr.. l~f l+ ~~T..
cy)
INTERSTATE 485. 1~ ^ Z
LLJ
NOTES:
1. ALL PLANEMETRIC INFORMATION TAKEN FROM 4. THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES 1'#rt`t/1#Htlorry~® ~ i 1 l i l i~ j J ~ `Owl iwrr '~i 4 C A 1C r
MECKLENBURG COUNTY LAND RECORDS & MAPPING SERVICES. DEPICTED ON THIS SHEET SHALL NOT BE INSTALLED UNTIL THE Y\ / r)rr& 10 Tt"-NT , 0-6660--. f 25f i f P , O oo00 @ o a ~0 1aa ~o , ss a BJNL%jr aGHT
ALL PLANEMETRIC INFORMATION SHOULD BE USED FOR VISUAL CONTRACTOR HAS RECEIVED WRITTEN NOTICE FROM THE OWNER 5C PURPOSES ONLY. TO INSTALL THESE MEASURES. COMPENSATION FOR SATISFACTORY • 0 ~ - g
2. ALL PROPERTY LINE INFORMATION SCALED FROM INSTALLATION OF THESE MEASURES SHALL BE PROVIDED IN THE • _ SEAL. r . = µ ENGNERUNG &P G WNSULTAN 3SULTANTS S HT.
MECKLENBURG COUNTY GIS. ALL PROPERTY LINE ADDITIVE BID ITEMS OF WORK FOR THESE MEASURES. • TALBE SCALE IN FEET IS 6 13 _ 26421 416 Z 76 S= 350
INFORMATION SHOULD BE USED FOR VISUAL PURPOSES ONLY. ° ? .7 q 4%4 PAP"AY PLAM BODUVARU' SUM 350 1 is =50' I - ~ ~y • ~ ~ ~C/ - • S'as `6 i ? •-NG HDR Engineering, Inc, . GIIV~ . r' CHARLOM NORTH CAR01J1IvtA 2821 A 28217
3. SEE SEDIMENT AND EROSION CONTROL DETAILS FOR DIMENSIONS •®s -0 6 i ? 1 ®0+ of th •n ® , the Carolinas C D A, PHONE. [phone] PAX. 74M460 126.608fl .
OF SEDIMENT BASINS. rrN####li##tt# 11 ~ t r ~ ~ OF 14
www.talbertandbright.com • 128 S Tryon Street, Suite 1400 (Charlotte, NC 28202
S'
-

r j f t ! ! ~ -
t ~ , ~ P p ~ J ~ j E r" ft~ ft ; li
~ ~ \ t 4 t ft~ C ~ """L. ~ Z~„~ ~ ~ k t i / ! t W LO
'r ~ \ t j 1 ~ J i } 1 J i ~ ~ .f V J y F- O
l i i ~ 't ~i 1 ? ~ ri 1 1 / 1 ,r, ~ ~ O ~ O
~ ~ ; ~ ~ f ~ ~ ~ i t ~ ~ ~ ~ r
i t 1 ~ ~ ~ ~R ~`a t E t ~ w
4 j f t ~ E s ti, i l ti~ .w~ ~ ~ i F a i l ~ ~ , t ~ r
! i r/ { f ~ 1
j ~ 1 ~ f~ I i ~ , / i1
~ ~ ~ 1 ~ i t t ~ ~°M ~ ~
~ ~ ti, ~t ~ ~4 r ~ '4 t ..w.,..,,,,, ~ ~ 't h ; ~ r r ~ - ti ~ V) z
1 i ~ ' Sul 14 7114 ~ ~ ~ ~ # , n Z
a t d AUB1~€~Y J ~hA-'JR ET- 1. e ~ ° I V) Q
1 ~ ( 4 t 1 ~ ~ \ 1 t \ ~ S ~ `5017 SIRU ' DANE . J
\ ~ 9 ~ ,t 1, S ~HARLOTT , 8208-~. f f__
{ l~ 1 ~ r D~3 5667. 'P 43g" r ~ a Va
` ~ ~ ~ / J , i 1 ,4 i O U
! r i t ri I 1 + i f ~ f, 's 1 ~ ! (If
~ t ~ ~ ~ ~ f ~h~ ~ 1 r dd ~ 4~ \ ~ e O LL-
ey b M,,t 11 ~.y? ~ ~ ~ 1 7 7 1..~ i ~ 1 r~ ,l ~4S Al 0
1, ~ ` '1 t t , ~ ~ 1 1 ~ ` ~ ~ ~ ~ V)
ti t ~ ? l~ t ~ ~i `ti ~ ~ 1 Ld J
~ 4 _ t ~ t ~ ~ ~ r ~ t +P1 LEI
of
f / ~ ~ ~ ~
1, l` , ~ ~ i e ~ ~ ti i ' ~ ` X h 'i Y G, ,f . yn }
`~+~r,,~ ~ ~ ~ ~ ~ 1 1 1 1 ! w fir' t
4 ` s ~ ~ '^i ~ ~ s Y, i t,~ ~ ~ ai 1 ~ 1 1 ~ { S i r N CU O
~ ~t o ~ i i P 4 ~ i { ~ a°' ~ f rl t i, ~ / r ~ << 1 'i ; I i 0 O 0 N
"t ' 1 f ~ j f
"'nagw~,_ "e t ` -""may J'` ,r ~ ~ 1 r } ;
w ~ 2 1 ~ y `f' # r ~ y t ~ t 1 ` ~ t i 1 ~ C~ i ~ ~ Q W N m W
~ ~ l 5 ~ # ~ ttt J y r G \ r~ f F
~ bl V y ~ ~ ~ r r' ~ / 1 ~ ` r t ~ ~ ,f ~ 1 \ 't r ~ , m O m a
V)
~ ~ ~ ` ~ , ~ ~ ~ ti a ~ `~1P,~ qN P X11 ~ r t \ ~ ~ D~ , 3 , W Z W W Z Y
.f' 1 ~ , 1 ~ ~ pp ~ `s t ` ~ G ~ t~~ f I % ~ , ~ ,t UQ t 1 i X ~ ~ ` U W
~ r ~ ~6 A(J ti ~ s EMBANK ENT ~H , 8 ~ A '1 N~ 1 c ` i ~q ~ D. ~ .
b ` . Iii t1 t~.. ~ ~R.. 2 28 w. ~ ~G X66
/ SER A ~ B R EL AS EMS . \A ~ r L S ~.M~LY ~
t ~ w ~ 1 k ~ ~ i
i ~ ~'}M l~~ ~ ~ r~ ~ ~ r~ i ~ f` ~ ~ 1 ,i ~
~ :4 1 y ~ r f / ~ ~ ~ r'
w ~ f ' i } ~ } ~ ` r, i ~ ` 7 ~ i i ~ 1 i ! 's 3 a' ~ t , i
w ~ v` t 1 ~ t ~ ~ ~ t i ~ 1 , 4
r q `t , 1 ~ ~ ' ~ i f ~ 't k i' / / r F°
x wh 2 \4 1 ~ ~1. ~ r'~ \ 1 e
4 TM 1 ~"~~2~1.12 ~ f`°`'-~,. / ~ ~ r'~" ~ w ~ 0
~ AUBREY J ELAN` JR""~8c ~ ~T-AL ~ 1 g , ~ " ~ ! VI i ~ t r
.'f ~ ~ , 501`7 SiRUS LANE t ~ ~ ( ~ t OG
~ ~ CHARLOTTE, NC 2$208
~ ~ DB 6876 PG 886 ~ . ~ 1 qC , .F 0- Q
~ , ~ i f ~ { a , ES ' S J
i~ f' e~P i j .M....~._. / s ~ t ' Y ~ Q
4 ~ ~y f Y ! l ~ ~ w r ~ EMERGENCY Age da Z
f ~ ~'t ? , ~ ~ ~ SPLlt LWAY TY , Q
> S ,m....~ E Fy t ~ 't +r^W 4 l~ t ~ rf ~ 1. } i % ,r ~ !
1 P ~1 } = j ' 3 ,l } i - ti ~ ~ ' r ~ j' j f ~ ~ ~ ~ ~ ~ ~ ~ r i ~ A, # ~
~ ~ ",4 3 I r 0 Q
; ~ A; \ ~ ~ ~ti. ` ~ P ` E 1 l i i t ® Z
,t, t ~ ~ ~ 1 1 f 1 i 't l P ~ 1 1 S ` S 1; L ad w
,,4 ~ ~ ~ ~ , f f ~ t ~ 'r ~ CONSI~RUCTiON ~`ENT~AN ~ ~ E ~ ~ i ~ ~ H
r w~M..w~. ~ 1 ,e 3 ~ ` r ~ 't , F ~ f
,~f t 5 t S j ~'z ~ ~ L t' ! n DI 2 < Z.
' t4 j ~ ! TOP OF DAM = 6 ~ ~ ~ ~ i i ~'~i ~ ~
' ~ ~ ~ i I'~ ~ ~ G ~ F M BASE ~ DA 8 'r
Toy O~ COOL - 696 'x t «M~! r ` ~ ;
+ ~ ~ T P OI" DAM WIDTH = 10 FT. ~ ,t} 1. i ~5~ i m- ~
~ 1 B TOM ELEV. 689.5 ~ 1 , 1 f 1 i ~1 ~ t 5 ~ j r F ~ ~ ~ {
usE Ex~s~NC c~auND ~ z~
. FOR BOTTOM 2 1 ~
' \ \ ~ t r i 3 r' ~ s i , ? ~
~ ~ ~ / ~ ~ 2 ice,. 4t r 1 I Y t ~ e
~ t ' ' + ~ 1 ~ ~ - ~ ~ } S ~ ( ! w ~ 1 ~ , ~ # ~ ~ ~ P ~ t ~ ~ ~ ~
A ~ ~ s ~ 4, ~ ~ ~ 1 ~ ~ ~ t ,
r' ! ~ ~ ~ I ~ ~ ~ ' t' L
~ ~ r I ~ i / ~ j ~l ` `r t ~ ~ , t ~ , w
~ ? t { f ~4. 1 , x4 ` ` f ~ ~ ~ t r v ` t ~ ~ to .
~ ~ e C~..} ~ 1 ~ ~ } 5 l t ~ ' <z 4
t
f s + ~ rr. 9 l i t ~ ! , .X Y t r
L 0 wlf
/ iI S k t i t--
• '~TM•....w rat i 1 1 t F (
+r. r~ ~ mar {
~ kOW~FROM PROJECT ENTE 6~1SIN \THROUGki, EXISTING i ECT ENTERING C) LL,
EXISTING ; 6,050 SF J 3::o
`CULVERTS UNDEO 1..,485 x.:,,485 M t' 1 + g 1 • J Z CO V-
Z
LL,
4 t -405 RIGHT-OF-WA
Z
4
s UJ W W
e... Q iD
i W W
} •~'r ~ /'t i G 485 C3 N
:t Lo 0
t~,1 4v~., 6i
Q
z
NOTES: +I+tl01Htl11tl/o Mitt t!~ J
1. ALL PLANEMETRIC INFORMATION TAKEN FROM 4. THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES o`®o~ CAR LL tj(jH r
MECKLENBURG COUNTY LAND RECORDS & MAPPING SERVICES. DEPICTED ON THIS SHEET SHALL NOT BE INSTALLED UNTIL THE DT a•••eeea• i > f ? V o° ee I ? ~ r 50 25 0 50s 100f 150f L T.ALBE
ALL PLANEMETRIC INFORMATION SHOULD BE USED FOR VISUAL CONTRACTOR HAS RECEIVED WRITTEN NOTICE FROM THE OWNER 5( PURPOSES ONLY. TO INSTALL THESE MEASURES. COMPENSATION FOR SATISFACTORY
2. ALL PROPERTY LINE INFORMATION SCALED FROM INSTALLATION OF THESE MEASURES SHALL BE PROVIDED IN THE • ~ - :a. SEAI. r. w = EN~G &.P G C ONRXTAr NWLTANn S HT.
MECKLENBURG COUNTY GIS. ALL PROPERTY LINE ADDITIVE BID ITEMS OF WORK FOR THESE MEASURES. SCALE IN FEET 4613 26421 • A 0-1 75
INFORMATION SHOULD BE USED FOR VISUAL PURPOSES ONLY. • • 4944PAP"AYPCeAZABOUMAR, S=35( 1 =50 ••.Nc N F , e 4v Hf3R Engineering, inc. GI S= 350 fA 28217
3. SEE SEDIMENT AND EROSION CONTROL DETAILS FOR DIMENSIONS ,e , NE . CHARI.CTM NORTH CAROLINA. 28217 of the Carolinas . ~D G o• C PHONEe 104.426070 FAX. 70"26.(M o, A. `C E 426.M
` OF SEDIMENT BASINS. +®~,aritltllretlre++®° , /1111 128 S Tryon Street, suite 1400 I Charlotte, NC 28202 OF 14
~j° www.talbertondbright.com
- - -

9,., ( ? r rr r \U'~',w'.r f ,.r'° p../" ,r"" .r"' f f ~ 1 ,iF ,,r° r ~ a { ~~f~ / ,PA /i " ? j r ` r 1 ~ ! ''f j 'lam, 4 r' Y ~ ~i ~ fj j ~r' ? 't'~~ 9 { f ~ {
/F .r-~ / .~w..- 1
i;w . / •i 111 .r' r` { l ~ ~ f ~ .-,A•.~..^` / is f f y { . f 1 ! / ,.,...r • W LO
_ 4"+w~ ...Uri" r ~:J r F 7 J4~ ~ ~ ~ j~ t ! i ~ 4.i ~ ~ \ / d Q ~
/ ~ - J / / ti / ! ~ ~ ~ t -',tea. 1! V r ~ G~
~ lc ~ '-,7 1 i 1~ ~+y,.•, ...,wf t i ,t \1~n~ I i , ~ r~..,...
,r` E ~G f ! ff ~ w / ~ JJ P~•r, l 1 d ~ t ~ Sr1. r ~ t ~ ~ , fr,/ ~V , A ~ ~ ( . , s « « fr"f ` rr. ~ J ,a ~ ~ a ~ l~l
~ r L' ~ ~ ~
A F ~•,~"..n ~.c f~ ~ '~"y"°`.^' ~~"'.'...y\~. T~F' ar f / f q+' ^ t r,
'~1 f~; ~ ~ - x~ er'~ ` TOP ~ ~ , , ,
} t ,.v: e;~ lµ~ ~+r.r. /'1/d ,,,.,~W t ~ ^`4ww...~~ ^^""~ir ~ ~ r t.. Gl.• ~ n f ~ F r .,.~~.h / .~~r ; ~ rr,.~~ ~ EASE OFD = ~ji I` l .r r''" ~ . r , i
~ r ~t, r , ~ ! ,,ry 1 ~ ;w OF POOL =./'"l ~ 7 r ,,':r ~ , ~r t p ,1 TOP OFD '~YID,~i ~'t F ~«F 1 ~ / A.. ~ ~„r' f ; tip 1~~~ w ~ , t d ? ~ `I'mo"~ ~ ~ w, / . , j J ~ t r'.. $ ! i , fi,~ J i ~ rJ
~ w ~ ~ ~ ! ~ ~ fi ~ t 1 ~ / a TT M V ~ J ~ ^f . ~1~' Jj S ~~r, ~ i f ~ ,r° .....,w..,~'' Clef - ~ ~ F% ~•s / ~Jk , , w_ . z O
, . / . w._. DIME ONS~. 0,x60 F t ) t ~ ~ I t f~ Ir i ; 1 ~ ~ ' _ _ ~ ~ M 1 :r _w O
v ~ < i i / '.:.r, . W
/ ~ I f (r jj , h-
~ t ~ ~ , V)
J ! r . r^^ ii ~ ~r~ t 1~ ~ .t r t f r r~ ' f' ~ . ~ ~ 1 ~ ~ i O C.)
J r t ( \ ~ r s ~ _ w,,..-'..,, X11 # f..~ .~,v `~-~.w° /:f f ~~s ~ ",.,,I '~i l 1 ti lIVIMFf T LY `I~ ~ PL~ t ie1N ~ J - , cr-
1 i O LL.
il t w. j• F ~JC ),p ! m ~ pry 7^~ 1 r i r f t P t i 7.r ; t c 1 g...r ~ f Q
~ r l f J / i x•- ~ ~ ~ I l ~ s ( t E ~ i. s^. _ t ~ 1 ~ ! x a • i~ J i ~ i
~ 1 ~ ~ i ~ ~ ~ , fir, ~ r . ~ ~ . ~ w, v r . s ~ ~ ~ r ~ ~ \ t <L W
, l r._ ~ y a } t i { f ~ i 1e;. ~ ya,...,` i ,t J ' t {J 1 ~,.::,"x'CM, ,..w,..-{ d 1 i o,,, ~ J
/ n'••~ v I i i l 1 ~ ia' 'h ~ 1 ~ ~r~-., y! r-'^ a ~ !.*~.ae' o ~ ~ ,r J , ' ) / 4 ~ LL'
V ` ~ , „ M t j a , l N te) d u)
f~TM y,"'h.., / r?5f 'i' S~ f/ 1 lj / ^w M ~ ~ ~ ~w'•'° ! t`' ~n"`TM•^-.. ,~^,~.,`^..w p ,ems :-,:iK..r+ f,,gg - gym, pare. Y,.+'" r' •n".r w^"'~' / j1 ._r ~ ^~w. . itw.p. ( ~ Ott s ~ l'• f n„`",.' .y,/ / .!1 Y -.'"'w.N;~
1 x: G_.,., ,r ~ ,rr if a r t k„ ~..,~+e;b-»....w..`^"7,.M-.,.~r _ wt .,..;~..`•,,^„~'.~.~'.p ;-,`,^n.n:,rr,-c^x.:.,>„-, `~w~,.^" ~ ~ fIJ J"n,u.. j ~ ,~-.~..M -r•~.•^. . "•-!w*n', "st,:":.rr..+, ,n., ti z „s ? • r `r: ~nvw>w ~ ~ ,r i Y« i.,. .y ! F. ,,~a" tip... ~«:~..,i Y'~
y p Mw. o . , N ~ O
:1 ~ ~ ~ J"~"' _ ~z~ e ' , ~ r,. ~ r LO 0
..,..---^"°°r",.<~-=-°' ~ ....a~»~• : ""V""'. , ~•ti , 'r ~J,I,-' LLB., « ~ r h h- © ~ V1 U W W N Q W
t a f .........V. M._...~.... ,....w..m _ .~,a~..._.._ ~ CL N ~ ~ CJ
-.~.-.-M- ~ ~..J ` ~ - ~
~w ~ 1 ! g ~ w - - _ . ...w., v-,,,,~ w,.w..~ ~ ..w m z z m Q
{ f A ~ ` j ~
m W U U Ca © Z ~
~4 ~ ~ W
~ ~ ~ i ~ I ~ , ~ w /'F ~ I ~ r ~ , ..V ~ t!7 O O Q W t-- W Q' f,.~ CC = Q
© 5- p. CI U d
w. ~ ? .r'.". ..r.a,.,wv~• ~ ,+wn vwwv. ~y «.+n..w.. n...w. a+......... n.w.. »,w+~w.n '..^^..w.. „n.. »r+:.ti.v+. `~w,a.. ` w v~`..~-v,. ~ ~ ~ ~ ~ ~f F~~ ~ Mry~~l «....+,+n.... wr..~.w,~ ~ ~.....r,.. w-w~.,-..+..~.r+. ..n., ~4 ~+n y 4 w,r.....• µ " y
.-...+.n~ rw. 'r"+n..,.,~ -.yr F ~ Y^+ ....rTM . • "'mow.. r., ~•y,~ ~ " ~ ; ~ l` w-^^"^^ ....w,-..rn r..^.v....v. a+r.n.. '~.4`"....-. ~+w"^~. •,.....+ti... ~ti» '..+w....... wr....m.... ".....w....n •-n.w....... ""`*+rw ~ y ~ t ~ f I ~ • _ d _w .
w, ~
aC»„:'xc,~, i~ •.M.,....... ..,yr^^'...w... ;.`w ~ P ~ ~"Y q 1 ~ t ~ ~ ~ ~ J ! ' 3,
~ f
~a o l a 5 ~~,t !
M a v - ~ J ( ' { It
' ~ ~,r I V
f r ! F ~ 7 1 ~ j ,,,r'r ~ r j j E ~ f ~r s~ ~ ~ c .ter ~ ~r
I - / J z r .w..1
t r i / ' f + 't ,r''''• 1f ~ ~ ' { i / 0
f ~ f s" 1r Mme.,: ~ ~ ,r J
f r,. ) ~ % r`! J r S 5 j t r_,{
/ ~ r ~ , f, ~ Ads da Q) Z
/ ? j M•/~ J' d i
r ~ t r~ ~ / 4 ~ O
~ ~ ~ I ;r { f
f / L~ ~
f rF y ,..c fl 0
r / t . L ce.
w"""""`" ter.-•'" p,~ C~,.r ~nj .../r~i~J ,e ~-••~.:_~a,;c~a+scW~• • w ne+~~erxnu~r _:~.•,..^xc;s"~::z;..r..........._. ~:cw;~u~(.~:ams;~.er~ ,n.~..^sa•..<~r .:uc r. • .,w, r « LLI
~.:y:.ar:w~ ..-~s~sx;:•~: .=':~a..:~" ...H."-....^..,.,.-';- -"~-~ae"~..~ .-.-a„;•~:"'_..~..~.-..~.F~"'"Y..-..._....•.....~..-».-"'.`: ; .~.•.,............_.».^..»..._.........-w-....~....~•«...~...~ w.,..,....»w-. _.w,.».,_._..,...,.._..e. -~,~,a.~:;~<~,.~:a~ mow:-~~~ ~.~__.u._.__~m:-...~:::.~._w,~.....~.... n_._. ~-.~M,~::. --~:.:::,r:~_,:,~K~:v ~-a~,-•a:~,rw~~:.n,~.~.~.z~:.x~-~~w:,:~.-.-sdx - ~:~::w~-,~,-.~~-.~.~-~~ _~..~,...,.....m~...__ w,_.__....~..:..~,,.__ .».,,..,.._..-,..-,..w,;;,.,,._..,,.,.,~~,......._ _ ;vu~..uemaaas- m...rrr...r~~.,:~.r~w:a«u=a..».. .~;~:_.~.~.......,,,.,.......~.,....~_...,.,...,........;....,....a„,,.,.c'~,.,~.e",,..>:~w.,+~.~a:x « ..r M
z
rte,. ~ m. w,. . , ~
r rr i ~ /
_..,.w ......~..............._...._.,,........s,,.. ...,........,_...._............,.....a...,.........._.....,............ .
~r
it
111 ~ b
IW6
ea as e7 as 89 a w 11
r- Q o w
Z _3
70 73
W Co 0
J C*) TZ
1{
!E m w
CM9 W w
,..m, v c~
CC W a
(D LU
J_
N
LO cr. I-
LEGEND
EXISTING CONTOUR PROPOSED FLARED END SECTION WITH OUTLET PROTECTION
. EXISTING STORM DRAIN Q PROPOSED INLET PROTECTION IP-6.52
gy, EXISTING DROP INLET -f-~-~- PROPOSED SILT FENCE SF-6.62 NOTE: DRAINAGE, E&S CONTROL.
trlltt~INtl~r~rf r\--k00 i,
-sas---" PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH TD-6.20 1. PROPOSED CONTOURS ON THIS SHEET ARE 2' INTERVAL CONTOURS. EXISTING CONTOURS ~ ,.--700---"~ PROPOSED INDEX CONTOUR PD-> PD-> PERMANENT DIVERSION DITCH ARE SHOWN AT 1' INTERVALS. D U--NT S ? .eeeeee 100 509 0 100y 2009 3008 a,.•• ° < "qr
TALBE T +i e o i 0 0/f .
¦ PROPOSED STORM DRAINAGE STRUCTURE ~ PERMANENT DIVERSION DITCH ID r m° • ® yZ:~ r a a a r L SEAL r' .
PROPOSED STORM DRAINAGE PIPE PROPOSED CONSTRUCTION LIMITS 2• SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 OF 140 = W ENG~G p G 00NSULTM SCALE IN FEET a 14613 26421 ,4SULTANTS ® S HT. 74
FOR STORM DRAINAGE INFORMATION. r e s • • 9944 PAP"AYPI"BQUMAM StJI'I'E 35C 1 °1 SJV &.10146 q.s `C 0® ~ S= 350
PROPOSED ROCK INLET PROTECTION O ~TURE PAVEMENT ` v m HDR Engineering, Inc. ~ NORTH CAROLINA 2$217 CHARLCYM ? t VN . '9 ? of the Carolinas A 28217
4 ^TSD~ I TEMPORARY SLOPE DRAIN 3. EXISTING EROSION CONTROL MEASURES SHOWN WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE C C A. G k PHQNE. 7044264070 FAX.704.42~i.6080 PHASE l~rgit~trun't ri, 426.6tJ80
OF THIS CONTRACT -SEE SHEETS 6 THROUGH 8. GH 8. 07 www.talbertandbright.com 128 5 Tryon Street, Suite 1400 Charlotte, NC 28202 ~j oF 14

( ~ ~ f ! t t ~ ~ J ~ A ~ o t ~ 1'l, ~ J ~ l 1 1' ~ ' ~ ,I ~ ' ' f r` r ~ 1 i f ~ t t ~ J ,.'J v t y ~ 4 f 4.a
f ~ tits ? ~ ~ z ~ ~ i ~ r i r f ~ r zt t f r ~ ~ L ~ 4 ti ~ 1 ,f ~,J` ~ J l t { s J i' I i ~ f a ^ i Et ~ 1 ~ ~ ` t f f~ ~ I J r ' i 1 ~ i le j ~ ~ i I hr~ ~ ~ 1 ~ / r rr n
! C 1 I P ,f 1 >J / ~ ~ ; ' ~ ~ ~ 3 s 1 ~ ; I I i tr'"`. lRe ~ S ~ • ,r / l f ~ I/ f / / ~ ' ~ / ~I ~ ~ tt ~ 4 , r f ~ 1 1 v ~ i <-A~
~ 1 ~ ~ ~ ~ ! t ~ ~ W
i ~ 1 , ~ S i ' 1 ; i r ~ ~ ~ ~ ~ ~4 ~ ~ i i ~ ~~r 1
I _ c~ ~ ' ~ ~ ~ ~ ~ ; ~ ~ f RISER , _ y ~1J i'~411. t \ \ na 'l Y~ ~ ~ E ~ ~°ti,^ a', it I' ff l S ~ i ~ 'ER c~
i~ , 'Ir V~ # , ~ t t \ t ~ 't i I ~ Yak Ps' 1 1 " ' t ' 1 ~ \ ~ ~ + ~ rr !j ~t
I ' l / { wym ti
i i , l rYr I !r~ / i ~ l /r r ~ ~ 1 ~ ~ d ;fir ~ r ~ , ~ ` , ~ , I ~ t ~ t ~ 'g ti l ~ it v,.T
~ `i M.,..~-- , ' r l J ~ it ~ I ~ °~w, ~ ~ I n , 1 / J ~ ~ I' , ~ v ~ i ,-1~rs~n~ i t k t f,''r r t~ i 1 i I t % ~ lei ~ i'" t { [ } 1 \ d t'-. ~ ~ 1._
, r ~ l ~ ~ z ~ j ~.w^° ~ ~ S i i~°- ~ R r ~ / ~ i , r ~ I i ! r' ,1 E / 1 f pp I / v. rf Q. ; f t `til ~ , j j ~ ' j ' ~ ~ 1 1, l ' . , 4, "
t ~ i ~ ~ 1 . .f` ,.y j. 1 ~ J f s ~ i ~1 ham( If i ~ l ~ ~ j I. J ~ f j , ~0 i t y, i ~ 1 ~ , rv. t d a ' ~ if ~ f t 1! r ~ t r~ J f 1 ~ , ~ r / ~ ~ n r ~ . ~ ~ i ~ ~1
~ , ~ ~ t 1 s ti ~ ~r' ~ .,...w.--° ~i "'w.r-' ~ l 1 ~ ~ ~1 ~ i ~ ~y r I'~ / t 1 1 44 ~ r j' v / y E ~ i ti " t { ' I' ~ ~ ~ 'c 1 ~ ~ i~`\, \ `~./r 745-~--~ ~ tiM `z
I 1 € I _ ~ n 1 1 / ~ t - 1 t E r ~ i / ~ I ( ( / /1 ' ~ I r ' t ' I = ice, ~ , , / ~ i , ~ , t , ~ z
~ i y ~ w~.. ~ ~ , t ~ ~ 1 , I ~ r~ `fir- ' ~ ; 1 ~ i ~ I 1 ~ f, i ; 4 ~ I i i E I ~ r U
j ~ 1 ' ~ ~ z _ ~ ~ , r i / ~ , ~ f f Al
t ~ LI ifi ^ , ' ~ r , ~ i , / / i P ~ / ~ ~ ~ w ti t ~ i.°,
1} ~ i. '1. `7"'""`, '`~^V. •r`~ ins'' /l ~ ~ ~r J ~ t ~ ( t 1 w f : ~ ~ i v ~ ~ t t A, A ~ 1 ~y ~ ` ~ ems., ti { ~ t` . " , i ~ \ ~ i 1 i ~ ~ ~ f r 3p,.,,./ :'i t - ~ ~ ' `'w, 1 j i ~ x ~ i f; r1 ~ I C)
1 ~ ,F' .m,e. f' ~ j ~ J I 1 i t ~ ~..1 l / , / ~ r ~ ~ t ~ ~ r . ~ s, i i ~ / 1 ' / '..t'~ n:' ~ l \ 'y N.,-.,..,.... 7~"n. mow' ~e,~ ~~`.`-.N ' 1 ' 'f ! 1 ~ ! f ! r "
~ ~ l ; t' / ,Jr"~ ..,...rat "n'..-- ~ ~ ~ t ~ l ~ ~ f I 4
~ ~ ~ ~ A .~M ~i ~ , / ~ ~ ~ f j A r r f 1 ` ` 1 y t . ~ 1 ~ D rr \ ~ r S ~ ~ `ti. `'4,... ...._r.. ( ' 1~ t ' ( ~ f f q ; ' ~ ~ .r" LW
t , ? ~ r i r ` ! i /r. / r r,. f,,-,r'te'' r / j, rt. '1i; 1 `1l ! / ,r'' ..f ,r'" _ n ti. A~.r >?~,"r - ,r' r .t° r 1 l` ~ti~~1
~ ! ~ Lli
r~.~ r, v' ' i 1,, r ~ y. ` ~ j ~ j , b, ~ ~ k s "@
r ; r ~ t f , 1 J ~ dr -j- LO
~ 0 `i~' 1 r r , ~ j ~ r r ' r i , i,,,` J
~ t t ti._... ~ ~ ~ 1 t j i , J A. ,rte. F .r e/ ~ t,. ~ i d ` 1 y.r ~ f ~ r'~ f ~ r 1 1 l'r~r r~,r i l ( 4.~, - ~ by N, ~ f f % . `'•Ci
~ t ~r:..._.... N t 0
_ 4. ~ ~ \ V ,r'r ~ j' F ' LO t~ a
/ / f ~ ~ ~s ~ „ ~F4 Y~ ._.,~,w.. > w. ~ '~~i j'i. l~ f; 1< f i l 1 i t,`(k+~,~ " rM1'^~~ w"'' J~ `as ' ~ r,,•,•~~~, i r'. 11 r' . 4 *1 r J ' \ ti , i ~ ~ ~ ,/,r'r / / ; yr 0,,1 N
~ r . ~ 1! ~ e ~ f~ ,r"~' y.r" ~ it 1 t~ rr r
, k ~ ,
`w ~ to f ..,w ,r ~ r /r / f ~ rrr' *.a ~„„¢„.t ~ y\"` ~ "r may,
,,,fir'. ~ ~ 1 'i ~ - ~ ~'``~`1 t~ ~,y~~1 ~ ..,,..,m.,, „w e _ / j / / „ . / / a 'r f n
S ~..w.w ` r t /r. f,,,.- ~ r ' ~ ~ , W Z m °w
f ~ S / I / , , © U U M © V) W V).
,,.r , , Y"." f ^^.-e. ~ k h f f' w,,...._. ~ N rte,,' / ~ , / r..-«.."r, 1 { . Vim' t ~ 'rt ~ . ,F''' .r
,r 0 y ri.. i ? / f~~~, r'" f 1 't / f .r'~~,_ LJ,,.~, F r / I j~ ,t'/ ...^"G'""'' e 0 W
~ t ",s' f,,,.s ~i~' r+''"" .......w... n•w.+-....... wr-.-... S r I'.' ~ ' 1 ! ! ~ ! .,may f ~ S f ~ ~l'r ,.......w p f~~ f f r~'"" " f ~,,.r~'r t~ r~" z a? ,o' ~ y n
r ^ - ,s.~- r , ~q \ 1 ,
f ~ft t ~ s. ~~r ~ , , f w . 4 ~ ~ ~ ~ / _ ~ / ~ !
t, . A ' 4 r ~ ~ n.. ' w .r . 6 ~ . r' ~ j f w...__ ,r ~ - r d . - " ' : ~ f ,rte,.../'" - ~,,,.wt.."~ r. . ~ ,
r " ~t ~ r' ~ ~Y'
_ ire I ~ l f - ~ _ ,n v.. '1 111 r.;d(.'""` . ~ / ~ r ~ t " ' ^ r , ~ '1" J i e ' y / Y 4A
l /''f I i''~ l J -^^~'"""7.W , , .-.J` ~ t,, Ff P r`~ 't~r,.'~'~'~-- , ; ,r".r ,~..i i ti d . N~ 1 . _ 7~ ,.4rr--, ~"k = 1 S
~ / . ~ / ~ ~ :i ~ ~ ~ ~ ti t i. r~ ~ ~~1It 4 ,"°'r ~ .,~r~: ,r tJ I •,ti~,I. fi ~ E s ~°<.U`' ~ ~ ry , ,r ~ ~ , r~
T-.,. ~ ` ~ bj I ~ r ..M,.,. ~ .e p r 11 ~ 1 Ay,. L-~ fr`. .."",^",•v ;"--~'``..'~,'~~:r~ ! 1 S„~:~ M ~ r lI! P ~w.+:.~'" ( ~ ,~`r ~ 1 ,r r ~h~ ~ ~ ~ _ C~ ~ ; ~ ~ ,~,,yw..~' , ,n , ~ r ~m~:, ate,-:-. . ~w
1 ~r ? . '~I t ~ ~ ~ 1 ~ , Qom. _..r~ v ~ ( t ~ , , r . , r,.,. < . ~„s - ~ i
( w~~ x a r _ ~ . M. 1 , t `i ^w f r ,r''
`+y v, 1 i 1;~ ":;ris r -'f; ~~y y'' '}l / r r! R w~__ ' -M ` . ; if~. w,.r°`~ 4: Y
MO,, ~ .,..G ~p h,•1J 1 S Jj' ^M.. 0 ~ ' ~ G t7 ~ ' ryr ~ r l ; } w r , Y , ~a' w. rrr J
rv, 'AM,. r ~ f r _ R, Z f J(~ ,"y*"~ 3 1..~ t }~'f d ~ -r,. "`~>''1~"~w'•" p5t~i i ~ ° / ~~~YN ww , ~ .-r-,
e s`~ s+"~•' / fir. .i. 1 .r. „ ~ . ...~...w--^'- yr N . ; , r~
wr , ~ - r' „ l Y t r=-~..- ~ -~-f -R ~ ~ ~ .w . .
..~,w. f r~.: ~ S`~RUCT1 LlM1T _ _,M~--~~ ~ fr f- , ..r~ , r' j~ .,,,,,„..s' V w` \ /
r -r...... ~ ~ ~ Y~ ~ J J .
; ,w , - ,,.T~ f _ " ,y,~ ..,,r.., f w y,, N., / 7 i ...a ' A" .o ~
: i ~ -"""J . - , , 1 _ ~ _ ,
Mw V j \ ~ G"- ?'"N ~o y ,rat ~ ~ e, 1, t o ;F~ ~v tt i rt ~ ',,~,,.r"."' ',,y~ r...++~"`~~ ~ f '4 w~ a...,. _ W ' ~ ,r ~ ^ _ ...m, r ~ ` - 4: ~ L ~ , ~ nom. ~7 ' . ~ ` ,r ,N. ~ v..:~_ ~
" y~w._ f' J . - , r' ,•w.. ~ h,. ~ . ~ . W
y, r,' G° ' v 1~ ~ k 1 ,w
1 tiI , . ^ . ~,x ~-y ,~y~ ` . _r . ~ 4 y r" , . ~ r / ~ 1 ~ ~
< ..y,,.. ,~v,.."..~`"~ ~ 0 . 1" r n, . ~ } - ,r ~ ~ t J'a'r s i r ~ w m
.M• ~.J ~w r„ , ~ `Y r f i
._.,.~~m:,. ~ ;r fi'r' t, ~ ~ `+.-.~A:°:"'"" i / ~~j 1 'Vi'a y.,w.- w,~%'^':., ~ f f <<., 1 f r,
......w.~ ~...,_,.~__,..w..~ ...._...w.. .w,.._....w.m , ..~.ww _ ~ ~ .r .F M . ,i L .w.., r. w ~ , ra
r ,A,. w• , • f , r kk
,y~ ~ ,,,..*rr..- J"/~,... w 'mod ? , . a w~ e r r f rx ~
T'' / r r . , , , + / ~ j
,r+'. ,r ~'~-'`'X°:~' f a "`w,~S ' `+..r" r.~...._. , - ...rl ~4 { f F r ~ t ,r , r ' r r 8 ' .._.w,,. ,,r' J.
f. , r f r ~ l . ' ° fi ! .J ~ f .,F r ~ I f ' / .I' j "`a. Via. . ~ .r ~ r.''' ~ ~ ~ i
fy r r EXISTING D ANT,' BASIN 1 ~ w
i' - ~ ~ ~ ( t r ~
r''~~ ~ - , ) ~ a~ /
.r,,r:'r' i i Y b' ~,,~f~ „r/ .J~ J ~p r ~ 1 l I f ~ r ,r. t `t d ~ .;!Y,,;%„;..- ,4 `w ~ f r' rte' /'.1 f rP' i
.r r f
~ .
/r'" / S /f ~ r
t f ~ . ur'r'!,r . ...ywP~ ...,-N'~` ^f r'' ,~~r"' f r t 1 r 'FP / f/ f E r r . .1~ ~r {
v J, A/ r r r .i ;:r: LAW W
`"4,,, ; r' ter;.': i S i ~ F° r J r ,..r' ! r/~~,r•, ,.r^` .r . A,/` ~ ~r ? ~Ij f' J /y / / f .f r w j'' r' ~ f% cl was w
J .
J r , 0 8 i~j Z
a ? ~ 36- MCP . A~~ / [ i' r r ` •'!ti 4 ~ i i J / ~:M~IMIM ` tYS1eMIYi "'..t \ ,f`' ~ ` //r~
f .r f .r'~ 1 r 1 / \~1 ,...,y~~ r...-"-• / i t r., /r' r~rry. /'.r • r~ r'" r~ / / t~ li;~t~ _ ..J r it ~,/j~/~,n r f' j'/s 10 00 W
86 68 07 as s t f r r `'~i ~ t d ~1 i~`•,,."w......, . ~ 4 + ^ J f ~ , J J~1 . ` ~ 1~ ! t S~^,,.-... ""M„~, N ' f 1'/! J~J ~71Y7 ~ fl f .J Z ~ (:b
f ( r f ti r•r r J ~ j a/ ` ~ ~ !j /l ;xfj { f.i J rt if J H
it j f - / i r! ~ i t f ~ ~ ~k 1 `fljr'+ 7• ~ /ref ttl~' Cr. W
70 71 f / f coNSTRUCT oN LIMI S ui
1 r'' J j• t ' if ~ .i" , f ~ i ' f
000 t rr i % l ! f 1 za
74
/r r r' ~'r /~j,,/ j + 3 i ~ ~ Y r%~l`I~, ,f /f•j'/~f /1f tl r W °
_J
y / r f 7 / f' ~ t jJ f ~ ~r t ~ ~ t ~ \ V l ,f/!F/ H
~ j ~i~ J ~ % ,f J ~ ' \ ~ n ` i ~ ~ .r--=' ` ' r , ~i i i I ; •~t i / / t y' l r f w Z N
F 140 Napo 1rr.T f4 Iffi 140
LFEGEND -'"r''' 'r , ? t P f ' 1 i „ •..~„t~~ 7 r ~ +t l i ft j fi ,Z , w
t- EXISTING CONTOUR PROPOSED FLARED END SECTION WITH OUTLET PROTECTION ~ / r' ~ / . 1,,.,,,;~. \ J ' f 3 t 3 ~t ~ / r r f r1 i'~ f
EXISTING STORM DRAIN PROPOSED INLET PROTECTION I 5.52 z
NOTE: DRAINAGE, E&S CONTROL Lli
~ EXISTING DROP INLET -¦I--`~---~"' PROPOSED SILT FENCE SF--5.62 eeltiglt?illdllrtSrl i r r r r r r r r LL-
PROPOSED CONTOUR TD->. TD-> TEMPORARY DIVERSION DITCH TD-5,2Q 1. PROPOSED CONTOURS ON THIS SHEET ARE 2 INTERVAL CONTOURS. EXISTING CONTOURS ee®W~~m 1I® C wo ~f f T i e aege rr T) U-NT
10 700------ PROPOSED INDEX CONTOUR PD->- PD- PERMANENT DIVERSION DITCH ARE SHOWN AT 1 INTERVALS, 100P 50i 0 100P 2001 300P ~ oooe zlx &BixLur e • \ O LIGHT
Az- w L e j, _ •a SEAL r. _
¦ PROPOSED STORM DRAINAGE STRUCTURE P1 PERMANENT DIVERSION DITCH ID 2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 OF 140 ENGINEERING &P G CONSULTAN SCALE IN FEET 1 13 a - 26421 4SULTANn S HT. 73
r•• ~r•• • PROPOSED STORM DRAINAGE PIPE - PROPOSED CONSTRUCTION LIMITS FOR STORM DRAINAGE INFORMATION. 4944 PARKWAY PWA BUUMAM SUM 350 S= 350
FUTURE PAVEMENT PROPOSED ROCK INLET PROTECTION 1=100' p N .N <v . HDREngineering, Inc. GIN~•° CHARLOITI~ NORTH C 0124A 28217 A 28217
3 EXISTING E OS CONTROL MEASURES SHOWN 4 ^TSD~ TEMPORARY SLOPE DRAIN R I0N WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE IN of the Carolinas E. PHONE. 70"2W70 FAX. [phone]M) os A e PHASE °r~ ~ee r r r r ` 126-b080
OF THIS CONTRACT _ SEE SHEETS 6 : THROUG H 8. uH S° "1881446401410 ~rer www.tolbertondbright.com OF 140
Suite 1400 ~ Charlotte, NC 28202 128 S Tryon-Street,
___m -

,t' ~ r ~ ~ 1 L,,,,J ~1 ~ 1l i f 71
s' y ~.r' ~ ~r ~ t/ l t . ~ ,.,Y y. ~ t ~ T /1`~J ~ ft's J ~ 'j , / , ~ ~ t ~ ~i ~ f ~ ~ , , !
r IMr1Y i f ~ • e~ r W
i~ - ~ ~ r J A / % r E ~ ~ ~ SEDIMENT B~ISiI y 1 s i i
:s` ~ r f 'i S r r' # ~ ~ ~ti. `~1 ~ f i r ~ ,r 1 ~ ~ SEC~INAENT SASIN ? ~ ~ ~ ~ ~ 1, , . / ; ~.r~.,. / ~ AGO C I Q~N Mil T,S , ,P-~ ~ i t ~ ~ ;1 9 . ~-r.OF DAM - 9 ~ ~ , , , Jt i +
~~sr ! ~ ! i i TOP 0~' DA f 1 r,, l~' 1 l r~ 1 J ~1~, ~ r _ ~ ~ ~ ' 1 's i ~ A ~ ~ ~ i t r~. ~ 1 d TOP ~0~' DAM 693 - i r r e ! ,~v r l j
>y f - ~ ~ ~ ' ~ r / ; r BASE OE C i , / ~ fir, TOP 0F' C BASE 0E DAM - 680 - ' j ~ , s9o 1 r ~ , it r / r l ~ r ~ , r ' r 1,,. _ - ~ ~ { ; < < 0 ~ 1 , ~ ~ ~ ; ~ 1 ; TOP 0~'~R~?OL°..~~. ; 706 ~ r ~ r~ e ~ TQP 0~' 0L 691 ~ 1 ~ ' i ; ~ 1 ~,1 ~ I i ~ 1 \ ` ~ i , ~ t t~ i ~ % 1 r, v~ti-'...-.-- ~ ~ ; i 1 t ! j r ; ~ ~ ; ~ , ~ T r~ ~Al~fi'~ DOH .r$ FT. 1 0
~ O , ~ ~ ~ ~ f i ~ li ~ ~ TOP OF ~ ~oP of ~M WIDTH - 10 ~r. ~ _ ~ ~ , ~ ~ ~ e , ~ ~ ' rr ~ _ , ' ~ ~ ~~J ~ i{ ~ fl 1 ~ ~ 1 , , ~ BQTTOM EL~~I. ~ . ~v 702:x' , - 1 ! 1 r
r' ~ ~ ~ ~ ~ r { .1 ~ ~ ~ ' / ' / ,r~ ~ BOTTOh~ EL BOTTC?M ELEV. - 682 .r-,~`~..r-- _ _ ~ '-,.v.~. ~ J i , f r ~ j / i ~ ' ~ ~ \'t ~ v v , ~t ~ ~ i .r, ~ ~ 1 ~ ~ 4 1 l D NSIgNS: x3 x4 'F1'. DIM NSIONS: 6 x170 x6 FT. ~ ~ / ! ~ I 1 I d ` ~ ~ , ? ; E 00 s ~ ~ r'` - ~ ~ ~ f ~ ~ i ~ r ~ ~ ~ ~
y ~ i ) 11 yet i`~ , ~ t 1 ~ ~ } { 1 ~ j / / ~ /d ~ (f / i
, w s ~ n x`= t~ 4 r / N o f k ~ , j j i j{ ~ i t 1 1 r
"`'v , ~ ~ 4 r 1 ~ i O 1 ~ E 1 ~ ~ , ~ / ~ ~ ; ~ I 1, 4 ~ d l~ C ~ , ~ . ~ l,' ~ 7t !
~ r ~`1 ~ w ~ ys ~E~ f / 1 4..~ / 1 ,'r . ~ i ~ i ~ : e ~ 1 v 1, s t' . r t / a i ~ ~ I x s ' Ca z
\ h ' 1 ~ I 1 f ! / ,/y ~ ` y~ .nom/ 1 ~ ( } J '.i A 1 ( y . ti `1 t t~ (f) C7
1 ~ 1 ~ ~ # r J I ti,t / ~ ~ t ~ Y 1 f ! 1 ~ i ~ ! i ~ ~ I ` r r v,C".. ~ ~ ~l /'i. f' i ,N'` / ~ l .w..^`~,. ~ ! `ti ..,...r f I ~ ~ ~ ` Lt, ! ~ 1 F \ ~ S ...7 f ~ J'' 1 5
t, ~ ~ ~ ~ ~ ~ j l! r' ~ r r f ~ r . / ~f, F ~ .sf "'r.,, ~ ~ 1 ~ t 1 1 j , ~ , , ~ jf f f ~ , >J, t , ~
}p tt~ ! J fe ~ 1 1/1 F ~ ~ ~ ! J ~ l t i ~ ~ ~"~e ~ /mar' 1 / I/ r dry. f f -y ~ '4 J j P e i j ~ 1 .,~°+,k r},p f t g~ r f ( r f f ,.„r ~ / "'f ..r M , 'ti, I ~ ~ ~ i ~ , „k S:' t,., ; { ` i f t i
. i," 1 f g \ ~ ~ ' (mac' ~ ~ ~ , J it .,r ~ ~ ~"1 ~ ~ f i I 1 1 ~ 1. 4 ~ ~ i, ~ j ..J y
( I ~ ~ J "~4,\ J t g f ~ l 1 ~ 7 ; .-M.. ""~~,w~`' j~ ~e 1 ~"t , I ~ ~ ` ~ ~ \ \ ' ~ Y } ~ ' t ; ! I t CI f } r / ~"ti; ti ~ \ fi ~i"'` f S ' t \ 7 4 ~ ~ ' ~ 1 ~ ~ i r i fh , ~ h
? ,,".,w ~ ~w._ ' ~ i11 ~ 1, t 1 \ t r i , ~~i ~ r t, I f \ , rJ, ( ~ } k
~ ~ ~ t ~ ~ ~ / 1` r ( ~ t ~ i ~ , ~ l ~ 'tiff. ~ ~ ~ 1 ~ s l S ~ ~ 1 • ~ 1 E = t ,.r ~ 1 /j -
' ~ / < ~ l ~ , E ~ / 1, i .4. ~ ~ s ~ ~ 4 ti ,i ~ ~ ~ I 1 ~ ~ ~ / , . ~ { , ~ / , ' ~ I fi ~ % °o. S ~ ~w~ •ti t '4, l t + ~ ti r ~ ~ ~ -e i r ~ . ! i i ~ r ~ t'r A W = f eV )
g, t ' I r 1 l l E I 1. / f t ~ ~ ~ 1 ~ r ~ f r1 7f r r F ~ r ~ ~ ~ ~ ' 1 z ! 1 ~5
~ * ~ it ~ 1 ~ ~ ~ it ( 1 fr [ ! E ~j 't 4 t ~ J? f ti \ t ~ t i ! \ 4e. ~ ~ y v ~ l ~ 1 i ^ 'y , ; 1 n 1 f J ~ ~ ~ 1 i ~ t,. 1 W
r ~l.t o g ~ { ~ # ~ 1 E 1 i ~ r r i j J ~ ' , i ~ : " 1 / l~ i i~ ' t % ..,--,-720 ~ ~ ~ 1 ~ 1 ~ 0, w \ \ ~ 3 '~`f; / i z 1/y~,:r \ E, t~' N tr7 d' to
r ~ ~ iQi 'E ~ 0 4 l ~ ( I i f i r g 1'1~ 1 E ~ i I a t ! t i r1 r 1 ' F I i ~ I' r ti J J
'^v ` ~ 4~* f ~ ~ 1 s o t 3 ' 1 ! ' f f ~ ~ ! i t ~yt ~t` f ~ f , (f - f l 1 r i ,,r f t s~. ~ d ~ ~ i a ~ i , 1 / ~ ' 1{ 1 1? i l ! r / i f , ~ ,_w r/ t
f c.., / / -f ~ 1 ~ ~ I , ~ 1 .~f / ~ ~ r! ~ i ~/f~ s ~ ,r'~.r ~ ~ t ~ _ ~ \x 1 i 1 7 fl ~ ti /v r'~
d ~ 6 ~ S i r /i t ; s~ ;5 1, , t lf t f r. / / i t~ l ~ i . ~ 1 , i~ f s J ; f ; , ~ ~
p ff n,.., I ~ I ~ J / r ~ E~, ~ ~ i t t~ l? ~ ~ ~ 'i ~y ~ r , r ~~`1 ~ ~ - wo j' / r , ~ 4 //l'~1 ~ q 1 r r~l , LO 0
j r .j . ~ . ~ E ~ ~ , ~ . l , ~ , ~ i r f ~ f ~ ~ r ~ ~ v ~ ~ ,'f'"~, A='' ~ r , ~ ~ . r , t c,,, t
~E r f. >3~ ~ ' i ~ r / , t l r ~ ~ ~ t-~ ~ ti 1 ~ j ~ ~ ~l
~,u. r.~4 I f I d ~ / 1~ ~ E E ~ ~ . C'` ~ ~ 1 / a ~ ~ ~ 1 ~ ~ ~ ~ I, i , , r j , ! 7 ~ r r ~ , r . , i a. .1 E . ! ! CL 0- CN
_ ~ ~f E f ~ f ~ ~ ~ ~w: I , ~ ~ ~ A ~'r rf r . l tit ,x, w ~ ~ , E l , , ~ ^-v r(~ i i t ~ ti: ~ r I ~ ~
_ ~ ~ ~ g , ~ ~ i ~ I ~ l ~ . ~ i ' ~ r r 1 ~ ~ r ~ ~ a , , , / ~ / 1 / t j ~ ate, ~ r 1 1, 1 31 i m Z Q
~~4 ~ ~ ~ ; ~ I ~ ~ ) IEE1 ~ 1 ~ ~ ~ , ~ ~1 i ' l I ~ f ~ 725^ ~ ~ ~ ' ~ ~ t , Jr! ~ ~ ! f'~ T; 1 "v A...~.V 1 + ~ ~ i ~R 1 f ~ ~ , . ...r' f:' - 1 ~ ~ 6 ~ f l if ~ \ i r,, / m
_ t, ~ ~ g{ ~ ~ W U C) ~W V)
' ~2r~~.~~ ~ti,, f ~ ~1~, ~ti, \ ~ ~ 1 1'i ~rt Y - tl ;-w"~ r ~ ! i { f r"`~ .r ( r' 1 ~ ~ , ~rl ! 71 ~ ~ ~"{r \ 5, 1~ l n ~`;~yw ~ ~ i ~ b,.r+` LLJ rt ~`b_ f t!3 4 0 Q W f-
r' t ,i t tt t / i 1 ~ 1 r ^rwr.-...... L~^,,,.,~" \ r I f 1 j4 y\1 C \ ~ S ~ ~ r J. l ~ f~ ~f, ~ ~ ,r-^-`---.,..,._ 4 ~ i - . © CL. o- © C) G~
a ; ~ R ~ ~ w, 1 G f ~I ~ . f E j;i,r ~ r .1 ~1 / ( .i r ~ ~ 4 t i 1, r f 1 r' ! f ~ ~ ~ ~ ~ t ~ /f j. f , ~ l~ 1 1 ~ 1 i - y t' ~ , t { ate !`J
% ~ 1 ' I ~ ~ i ) ~ }J~' , f ~i ,if ~ f~ ~ 1 / f \\7/~7 f r ~ ~ 1 l ~ r _ ~ w _ ( 1 4 ~ ~ ~ 1 ~ _ j / / ~
3r } ~ .f ~ 1 t 4 t ~ 1 r / / i ,P~.J \ ~1 ~ ~ ~wm
ti ~ ~ S . f / / g \ ~f r ~
4 ~ , : ~ i•~ I iI r 1 \ l~ ! +
~ ~ ~ ~ i ~ P~ ~f,. f «_...._t _°J /I fi ` ~ I 1, \ ~t ~ f i ~ r.~~ tl it ,fi ~ ~t~ 1, i s ~ ~ ~ t ~ ~ , ~ ~ ~1.a _.~...,.J.; E •-i- '"'"`x.,.715-''-- ~ ~ , ~ C.. ~ ~ ~ y l f s ~ 9r~a1-
~ ~ r ~ ~ ~ ~ k a' ~ 4~ ~ ~ ti ` ~ ~`r~I , , ~ fl r „ g . A. ,a t xf ~1 , w~, ~ = j 2 f E ~ ~ t r e rj ~ i t 3 ~ r S f~ f r ~ ~ y
1 ~ 1 ~ ~ r ~ ~ r g ~ , ~ : , , ; . ~ : , ` t~ - ~ v, ~ ~ ~ , , ! I r y
1 ~ d I °1 i f j i ~ 1 E t~ ` v ~ ~ ~ ~ ,-mow , H.,G- `a«.r 1 i "t f I ~ t r r ~ ,r j r~, +l r;=='-~" \ ' ~ ~ ~ 'e... ~ l v ~ {i ' i' r, t ,
~1 1 ` 1 1 ` r ~ ~ { 1 J ~ r I r F C ~ ii, 1 } ~ + S © 0 ~ d ~ ~ ~ + , R ~ g t ~ , . E Q ~ ~ ' ~ l I r/ •",+"9:,:'" ~ 1 j ~ ' l \ 1 t l~ j R f t I i ~r ~r ,1'~ ~ t ~ 1 r i ~ 1 f ` ^ ,f / i 1 ~t ~ ~ f ; ( } ~ l! f ~ ~ t ti, A Zl i I ~ t 1 ~ t ~ f r ~ ~ i 1 ,r' r ~ d' ~ , ~ ij . ~ l,~r r°a"i~ ~ ~ ~ .w. -
I~~~ ~ \ s ''yl~ ~ l~. ~ ,~A ~ ~ , r~ ~ \ , , + 1 ~ " 1 ~ 1 ~ 1 I i ( ~ rl ~r , t r E t . ~f . ~ j 1 `'e , . t ~ ~ : i ~ - A i ~ t ~ 1 ! 1 t 1°`. f fP i t i~i y~ '1 1 ~t ~ z es' Y ~ 1 i ~ ~ ~ ~ ~ ~ t 1'k ~ ) j ..(j ~ ~ n N f~,.. ~ r~~,..-.~h_. 1:§ .r'"'"`.
1 ' 3 fem. ~ ` ~ ~ ~ ; ti ~ ~ ~ \ '4 t ~ ~ / f it / ~ ,.w _ ~ - y t 1~ 4 a ~ t { 1 ^^.,y ~ ~ ~ ! 3 P .J~ 1 / ~ ( ~ t ~ f ~ .,,h, ,.s~;, ~ f ~1 r".`:~;,,„,.,"^ X , ~ ~f t `
to ~ i ro ? t ~ ~ , / - . 1 ' ~ t ~ g i ~ t t
~ - ) A I \ ~ ~ ~ ~ ~ ! ~ ~ 1
r~ ~ 1 ~ ; ~ ~ l ~ ~ ~ ~ y 9 ~ w S t i ~ ~ ! r ~ , ? ~ \ ~ ± f t i i 1 si i r ~ V " ,i .r° / ! ' r ~ ~ l.'`~ t 1 t tu:
1' 1 ~ ~ ~ i j (~t' { ~1 ! j / I ~ J 'v ~ , ~ m ~ ~'`y yF.W`: i"`^ ~ n~~ L'~ r - Lam===:
3 \ ~ ' 't. ,r'' / f S ~ i ~ ~ r. { ~ ~ E f ~ ~ ?1 i f' 7t r ~ 1( ' I ~ ~ f ~ 1 l~°' r° _ ~.lr.^ ~ i 1 ~ ! .M ...b:, , `,,,,w ~ , ~ 1 , w jI _ ~
< ,t~, ~ ~
/ r ,~;r / / / / ~ ; E ~ r r ~ ~ ; ~ ~ sr ~ ~ ~ ; ~ 4 , 1 , f.~ ,,r' ~ i ~ S ~ ^r tr j 1 r~ ~ C] i 1 Sy SY ~ v ~ ~ ~ ; ° ~ t ~ ? l 3 F ~ r 'h. `~mJj, ~ ~ R, t
+ 1 C. ,r" y \ \ / f It 1 ' { \ ` i 1 } k ~i Vie, ' f ~S r'. L-,
r ~ ~ I ~ ~.l i~'.I ti~
~ f ~ ~ ~ ~ r ~ , \ > ' + E ~ . ~ , r r.~ ?3 ti ~ ~ 1 t i ~ \ \ \ ~ ~ 1 4 ~ - ,
~~~y~ , , ~ , ~ ~ t ~l, ~ , , ~ ~ ' 'a ~'!.'RF ^-,,....Y - f t ~ ~ I 1 ~ f , ; 1 : t ~4 i ; i ~ pr 1 ~ , E ~ ; ~ , , ~ , ; ~ 1 ~ / ~ 1 r ~ Kfiie
~ b Q ~ ~ ~ i , r l / ,r/ r ~ if " ~ ~ ~ :t j H ` s t ; ~ ! 1f i / ~ ~ r' { ^ ` t s ~ J( .n; ` '`~,1 4l r l ~ ~ J t ~ III , a~
r ~ ~T CSI',, L l~ y Y
/ sir ~ "^u., a 3 ~ ~ x ...t, ~ ` ~ /'rm ~W~ ! ' t t ~ ..,,.,..mow,. ~f Ir S r q ~..1 ,J ,r sl b;° ~ r, ; ~ IV l\ ;t ) ~ ~ 1 ~ ` 1 ~ r.,,.^"~ . } ;:r"~ / 1 k t t r,r f - A"" ~ ~ ~ ~ 'i t • ~4 , f i ,O~ ~
~ ~ r'~ , ~ 1 / f/
f o.~'` XI ~1G SED RAC -
...~~4 4., j 1~~1 ~ 0 ti ` ~ ~y -~..,..r M..,'`'N.s ~'a-','....." ~,a~ O. , ` ~ 1 ~~i 1 ,rte ~ ~ 1 \ ~ j d V r~ ~`ti
1. ~ ~ • f ~ ,
'
_ 1
'~nc-,.. MAW-'-~.~, ~.~W.~.~._«,....,.,._ ,,._M,,. ~.....r r-~-" `~:..N
„
. ~ ~ ~ _ \ \ I
_ , , - ,,4 ~ , w' ~ ~ \ ''t , i „ \ , '~ti s z
. ~ . ~
W" ~...CR; a
r ~ U3..a, ; _ ~ 7 !+..J ~L yt' jf f ~ mow, ""~w?^ ~CIR ~,.~w~ "'+~,+w 1 1 ~1, tl \ f ~ ~ ~c
'1 ~ t~ 1 ! ~ E ~ ti ' 4. peg, r ~ ~ ~ r, ;i l ~ 1 r w. !
1 ~ r ,r / i r _ yF j ~ ~ E i ~ ,_~J~N r ~,~f°sa° % 1 / i f . i ~ " . t ! ~ i1 1 f s f ' 0
a
,:;R E T P 18 t
IN V, J f d 0w
100 50 0 100 200 300 t v~
s FEEFEH NV, LLM CC 0 0
67 6e 65
SCALE IN FEET i \ r d ( F" ~ ~ l\ l4 t i .fir !.-"/r `.s, 74 W _ 1
00 {
NOTE.
1. PROPOSED CONTOURS ON THIS SHEET ARE 70 71 73 w FU
2INTERVAL CONTOURS, EXISTING CONTOURS ti ARE SHOWN AT 1 INTERVALS. ~ A y
2. SEE STORM DRAINAGE SUMMARY SHEET 64 OF 140 74
FOR STORM DRAINAGE INFORMATION. .
?I I r~. W
3. EXISTING EROSION CONTROL MEASURES SHOWN
WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE.. r I t / t /r /r !ter- ?
OF THIS CONTRACT - SEE SHEETS. 6 THROUGH 8. f ~ .rrrr N
' r E r ` ~ n ~ ~ ~ ~ fir, r C,
1 1 I ' 0
LEGEND + 1 qS t , J r-.,.-..-. s^.yfi/J .i r.•'r r'r„^ 1\
w EXISTING CONTOUR PROPOSED FLARED END SECTION WITH OUTLET PROTECTION
PROPOSED INLET PROTECTION IP-- . r` EXISTING STORM DRAIN 6 52
PROPOSED SILT FENCE iSF-6.621 f 9-9 EXISTING DROP INLET A ~ 1 t DRAINAGE, E&S CONTROL.
b ~a?~eea~tp tj, l i f i, LL-
899-"' PROPOSED CONTOUR TD--> TD-> TEMPORARY DIVERSION DITCH TD-6.20 ~ 1 J ~o A 0/ W a s
7th-''" PROPOSED INDEX CONTOUR PERMANENT DIVERSION DITCH i CR q® ~ e° 'd \ S r &BPLur q V' ~ O 'C O A* I I~ P e ;p 'L••'~:
¦ PROPOSED STORM DRAINAGE STRUCTURE P1 PERMANENT DIVERSION DITCH ID e• e r : Q SEAL a
PROPOSED STORM DRAINAGE PIPE PROPOSED CONSTRUCTION LIMITS ~ ~r ~ ~ 3,+ - - !}Q ry{ ENGINEERING &PLANNNG OONSULTA S M 3 2 0 W 6421 RSULTANTS SHT. 72
. + c 4944 PARKWAY PLAZA BOU?LE'VARD, SIIJTI"E 35C % SUM 350
PROPOSED ROCK INLET PROTECTION FUTURE PAVEMENT °°~V e• o® HDR . 1 :l ••e es•° qq Engineering, Inc. . '•!V(,I~EF r I}^l ~ , QLAWXYM NORTH C•AROLZNA 28217 1 ' / % ` r oI ~t 0, 1 of the Carolinas JJ • a A 28217
TSD TEMPORARY SLOPE DRAIN t r r f D A, G Ck PHONE.704-42~~6070 FAX. [phone]M 42b-M OF 140
www.talbertandbright.com 128 S Tryon Street, Suite 1400 I Charlotte, NC 28202
-
- -

~ ,r-~:~~- Yom,,,..- J ~,.~~yy ~r•-,~.,,~~„"^ ? : ~ F t ~ f'' l". r'"' 1 ! ` ~ . " ~ ! ti 4, 'a ~ Y . . ~ l,~ ft f ii T i \
Q . • - , . Ca
t , f W
r I ~ ~ { 1 ~ 4m~„
~ V ~ t' 0
- ~ r e _ .
!f f - 1 `y`.,.,, 4^`~.,. ~ ,..~`y O ;r~``^..- 1 ~ ~ ~ ~ 'S,.~r.• ~«~a~^'1' ..-._....-r. ~r_ ".,"..[xns':.>Jaa.~,•..+,..~........nr....rw+.•. n.^.,.'..^. .n ~Y ,fit `ti, "'s „ '""",*h,F ~ J ~ i ,.t ~.»~..-_,w^-,..._,,..._' ^-r ~ \
u . ~ a
; ti .r c~ , e y, ti,, ~ t ~w .eM1 a.~~ ,..,^r,m..-. .k,~.,~
to i .,,o"`~ ~ ~ ~ l 1 ° i ~ ~ S, .r A'.~ r" f ,dx > ,r' ...~..,.Jr ;.,r,~ ......~..r`' ~ e r ~ 6 1 ~ ~ ~ 1 `zl ~ 1 ~ / / y/ 1 / u.°. r'te' ) ~ ( f ~ !
Y~ \ z
/ / 1 ~ , '.mow, 't r \A O
1 r /;y,. / J l",/ rf`' ! ~ k i ~,4~t ~ 1. ! ~.r F
. ~ ~ ~ti 1 ~ ~ s ~ w~-..-. ~ ti ~ , ~ v ~ti ~ ~ UJ U
:./1 J /,a ~.f ) ,r° / ~ 'd J r i ^Z ~ , ~ V t P S d. E ~ I E 1 I' tt 1 w^, ? ,/,r, ,l i „r- ~r / } ~ 1 1 f 1 r 1 t ' 1 4 j 1 y 7 .,,tip. ~ ! ,r . \ti ' `
~ ~ ~ ~ r ~ J / r si:it~ I i ~ r ! V z
f ~ f / I~ / ~ 7 ~ , , ~ , i . U
r'' / ,J`' / ? 705~....." I , l r 1 1 f I ~ ~ ~ t, t ~ 72 ~ r ~ ! t ;
/ ~`r Fir .~-'o ,,r' '"""r u. ( f { ~ 1 i ~ t t~, t i' °w
t
F..a,....... r~ /r ~ .,r _.....+r f *,J ~ ....."r^' F f ~ / { ~ i, l t ~ ~r p/ ....--~J j'~ f' I 1'~' I
_w ~ / y < • t / ~ ~ ~ l { r ~ \ ~i •v.T~ ~r v L j ~ ~ 't. I it ~'d~.. ~ t ~ ~ ,r^ a ~ v
W
f. ~ , r j
`t r° l ! J 1 \ ~ v ~ ,
t _ iF'
~ ~ J r r ,,r / ~ ~ r ~ ) / ~ r s~ ~ ~ ti ~ ~ k ~ / I ~ LO O Q N
r ~7, ~ / r ~ 0 / / ~ / '.l ~ .~'r ' / ~ ~ ~ rr ,t~ \ 1 r~ I f a l ~
r'~ r r ~ W w N W
~ I 1 r'' N:cG .,,r. ti ~ ~ 1 / ,f ~ ! I V ,I • yV 1. ~ ~ ~ „~""'ti, 1 k ~ S ' i t 1 r' ~ r ~ t" M1 ~ ) i ~ 1~ .r? ~ ~ L ~ i ~ } Z i 1 i ~ ~ CL CL N
i
f r r f ! ! .....-~'1 i 1 t ti ~ tti
i rr ~ / 3 L ~ ! E / ~ } ? ( C) C)
I l , f ~ \ w y ~ 1 f ~ ~ ° ~ ! ? f ' ~ + r ~ 1 ,.W r~,' is 1 ~ , A, A ~V ' .r' S ~ t ; 4\ V 1~ A C) LI (n
" 1 . 1 4 ~ g ~ I f ~ i 1 3 r^` f , ' 1 1 ~ i ~ ~ ~ ~ ~ I f I ~ r { 1~ f ~ r l ~r+~
I ; ~ ~ ! ~ app ~ + i 1 ~ ! ty w _ Q
© Lt 0... Q U
.r' ° ~ I ~ a ~ ' ! ~ ~ r 1 I r ~ j W p r 'r ~ r 1 ~ j ~ ~ t ~ \ r" _ ~ ..._or,.i , ' ~ : r P' Ji..t' \ 1 ~ l; ~ . ~ ~ ~ f ~
r~ 1" l` j j E I ' f F r t ~ 1 ~ \ ~ / ~ l~ rr~
1 j t ~ { s 1 ~
\ ' M ~ / ~ ~ 1\ tt ~ f t \ n ~ ~l~ \
~ ~ ~ \ f'`. ~ \ 1 ~
. j, 4'' t ~ i ~ R,,,,_ r /`',rte ~ ' : r ~ rl 1 ~ rr ~ ~ - r ~k IA
i ! j w.s'~ r ~'.r'. ? .1 w.. !'"ors w,! / .s~ ` ~,..r 4"`^, y 4, ~ j ~ ' is i CAN f J i
/ _ ti j J , ~ ~ ti ~
r _ ~r / r? _ r' . l ~ ~ r ~ r..., ~ ,
~ 1 r - - • ' j ~ ~ , f i f r ;.,``y I ' f Apo
l ~ ~ ~ ! 1 t V ~ .r tr`'Y ~ r
~ 1 w.~~ l f r°~ All-
t I ~ f ~ 1/ ~ ` j 1 f
f} v { t
I 1 3 } 7 1 ~ ,:7 ! r" ~ ~~y,/` '"y o -.....r" .,.~~'i'"/~ ~r/JY ~ rJ r { 1 / ~ ''l r'' I ,~'',r,r` ~w ,i 1 f ~ ~ i i ~-t., f / pp t ! JJjj c t 1 Ary ~ I r r'Y "`'^A ~ro e. ~ae.~ i ~``,,,r... h!
i Y/ l
r~ ? EXI~,TING OCK A!M 1~ ~ ~ ~ {f
f f r ,/r j `y, , . ~ j } I t d r ~ I~IIM!
g I r t j ~ s d l ; / `w.. ~ y~ -y'~~° / , .r''•r'~ d , / r ~ / ~ / 7~/ if ~ / k
( i f I ! ! t ~ 1 1~ l ~ .r".. c,"" _ J r"~ / ,/',r'' yN ~ .~~•n_ r F 1
i + ..ti 7 j 1 1 / I° 1 + jt \ ~l ~.i. ~ W..-r ~ f r,,,......- ""'^-rw~'~~ / i. e ~x y.l. w ,..n \"`i \ ~V ~ M1. PPP / ~j J 1 ~ fl ~ ~+~.~r ? M .?,v~Fi,'Wr~.~ ~ • / / ,
Y "I L.., ' t n~~~ ~~4~~...?'1 r~ 7 t~1 ~ /r ~ ^.f j Lo
1 ~ r + ~ ~
~ ~ ~ '^k ,~V,-.,. /r k ty j,~ O ~,r,r Jr? ~ s~_ ~ , t ~t t t ~ "S' t I / -rr' / n , i~
t ' i' r ~ .y ,r` , ,--''ter r ,..s r,, ,"4 , 1 ~j . ~ ~ ~ / r.~?' ,1~1 '`N2 i (r` f \{tt t\l`Y4 ~1 f ~ d f r s fi' ~ ~ _ ~ i ~ ~ '
r . ~ ~ ~r / e , / '1 F ° t ~ ~ 1 ~ ~ r'~ / ~ , .:a ~ ~ ~ ~ 1.
/ ! / F l ~ ~ f / / ti~ / 4 ~ X72 f ~r~r a ! .r / , ,.r ~ r'~ s , .+y ~ ( \ k / / ~~r",f ?'r,.~w, ` ~ t` `y t~ g ! 4 ? ~4,r. i t i~i .'Vlr :'S w, ~ \ 1 ,~.1~\ ~ % 1 r J'/ ?I~~ / r~~ l 1 i 4 ~ ~ f i~, j e ~ ~ ( , 7'~.... ` fir' r ~ ` l 1 d j ` r l 1 I ,
t ~ 1 / r i / J?/ l ~ s'~ I i / r r~ r~ ~ / r ,.,r l~"' ~ ~ w ~ r l ~ r /
~ ~ ~ ~ ~ / ! ~ / ? r' I r' / I , J/ ~ aa, 1, ~ j r. ~ ~ "'~'4. ; ~ s ~ ; / 1 ~ S"" ~ , I ~ R. ! J.~ te~,~ ff 4 \ j~ fi`n` ~ /,r/~~~~" n f J .I~.l+ ,l j i ( J -j f l 'i; r ~ r,.} j 1 1 r S ! ~ may) ~ 1/ f ff r j , t k , ? ~'•J P ~ J ~ ! i '1:,
z / , ~ ~ ~ 1 { l / l?Fi1 k~ ' ctiy f Yom. O r s ~ j' t i r ~1 f 1` ~
r~ ~ .r ~ ~ . 1.. ~ ' / ? ~ ~ i 1 / ? ! j 1,
t . , ff , - ' ~ r ~ i - dry _ ::5 / 't5 Y l` ~ rr. y ^,,,,m; ..~x,y ~ r~+~~ Yom.'' s ~ ~ J -_/'r ; ~t 1 ~
I ~ , ~ ~ i ~ I / r fr ~ ~ ~ X TING ET.BSI r ~ °0 ~t { ~.'T tot r ) A7 , / f t f - y~ r / ~ \
1 r f t f~ 1 ? 0 1."°. ;~1~ r, , ~ 1 ~ ! /
t! f 1! ~ l ~ ~ ~ I f 1 J r I i ~ ~ ~ ti„t ; \ r I / ~ 1, / r i `v
z { >t ~ ~ ~ / ~ ; `~~y,~. E ~ 1 ~ r / y / j ~ I ter' I I ~f 7 ~ ~ e a 1 II J ! r~ ! 1` r" „-J'~":, ~ .?°r / 1 f ( ~ ,J 1. 4 f~. \=~:a r } n '
4 / ~ f~~ 1 ~ I ~ rr'.Y t 1 ~ ~ i ~ 1 II t1 `t.' r t J r r' ,r
i ~ ,r' ' ,Y . N„s i ~ r _ e i { i
! ~ ~ r ~ t l s s ~ , ~ ~,r ~ r ;:7 s 1 ~ t ~ ~ ~ J t I .,~;.y; ,3 ~ f" ! ti" `-'^-r k J° t ` ~ _ G r ,~'~P 'j ~l+rt/rte' ! ~ N ` ~ CL
~ ~ ( ~ , 1 sir ~ ~ 1
! ~ ~ / i 1 ~ ~i i ~ . • r~ _ , r °f a r' ? k
f ~ / ° ~ 1 , ~ ~ ~ J ( "t ~r ~ f ! { r ~ ~ i >o r~MY ~ r ~ t ~ 1 l~/11~~Q~~~) ~i~~ ~I ~.~~1~~ ~ ~ ? ( l ~ ~ ~ ~ r- r e. ~ J".; ~ „ °,r~ / ~ ~ f ~ ? a ' ~ : t' °~Pt~ ;"~..'jd r'~/ ~ rJ . . ~.rl~" r'.~-^` t ~7!!r \~ii, I` l ~ ? ~'-M //f ~i~l/fit;` r , J i O i i 0.
I~~ y y vi'tr~~1V~tijaVi~ IIVIIIv Vii/ r r 7 r, r / ` r r1~•' • r f r _r r ,r :sal., /1 I r9 z t / /'d,/% J;ir% 1 rf f r w r! ~ 1tt f 'l / t / ~ l ' r~; ] i 4 r J / . _ % f e.,. adho
„ r h. t~ i Jet /'~..,q„^ .J i 7, ~...r''' r`~~~' •r-,/ / l 046 , r
y. J 1' I r ~ ~ ~ d . ~r/'r".'",. ,,r' u•`^`"^. ,,r' ~ti C? a + f 1 ? <
F r ~ _ / r r f f ~ ~ V J U/~ lr f+ t i
0
! f Ld ~ t 3 (J J i 1 f t f ! J 1 ! i I f ~ °G,.. f k ,r l r i '6 Y N h 'k 4 R fM r, l V r.r IN, 0¦~ S i ~
80 sy as 09
IFU
{ t 70 74 { r A 9 ' ~r?! rr J / "`rw/r' r r'" r .I+«-Y'~ / i l ,r ~ 1 t t r r r..•/ 1 J F , 4l ~,r ! r'`` .r,~
,r 1 e r i 1 i~~ '~r~ °rr ;•-`.,.'.'.II ..•"-!,.,.s..-'"""~ .?,,r'~' ,,.,r--"~,.,:' ft,~`!~,,..--y;,,"',.
a z
41 t + i e ,y ~ ,,1 f f ' ? ~ ! ~ ' r' r" l C t'' ,.i r }k.~. ' ~Vz, ..W.
~74 d/1"ll / J 1 ~ t i 1 '.1 r !r'!. r" r t r 1 , ^ ? ry/J~ ' .r „r~~-,:..~. r/ ,/r , r' .;j, t °y \ U low
r f J 1 i s 2 V ~ rr~ 1 / ` i ~ : ~ ~ .e'rr` ~r ~~/r,,.r ,r'` r,-.~, ,r w . r" `'L., t, ' y , _j
1 } A .r % rrr^ h^ f / t / .r' r,:%Y ..,':..r": ~t ~ ':1 s r ? J r f ri ? jr / ,r! ? ?f N• / r"',^`„ J" ; ~ ° ~l1 1 1 ; J f`^'r ~ [ f , l r +?~•f ( 1' r l ~ J ~ ~ ~l' i fr,. , r.+ ~yr"` , ,:w''~ ~ ~~r'.,.'"` % ~ 'r/, ''J ~'c 1 ~ ,~/l^- ~ ~ 1
IF/ ~ / ,4^../ F i l{l(r f , ? ~ 0 ~°'f ///.'d/~r^'" rr/ ;;,,g° N,.~` /l f: ..d,~ ~ / .w,.-". r 1. ! ' ! + J I ~ r"~ ,'s ~f r'~.-^ ! / ::.r ~ ~ ~ " .
l ~ t 0~4.....•. % / t~/ it 1.J'r ~i i ,f~J/l f W'`., . `r`/~''./ / `:`1'/ ' f ,~.r,~.?ri"r../.?'` ,J +J,
O. o
LEGEND C, L]j
A PROPOSED FLARED END SECTION WITH OUTLET PROTECTION EXISTING CONTOUR Q
EXISTING STORM DRAIN PROPOSED INLET PROTECTION IP-6.52 Z
E-ilo EXISTING DROP INLET PROPOSED SILT FENCE SF-6.62 NOTE: DRAINAGE, E&S CONTROL W
0,00j"1111410 - \1 I
699---'-'- PROPOSED CONTOUR TD->* TD-> TEMPORARY DIVERSION DITCH TD-6.20 1. PROPOSED CONTOURS ON THIS SHEET ARE ' 2 INTERVAL CONTOURS. EXISTING CONTOURS 10 R , ) 509 0 1009 200 300) e` earaaoae s i 5 • . 100
PERMANENT DIVERSION DITCH ARE SHOWN AT 1 INTERVALS. PROPOSED INDEX CONTOUR PD->- PD-> ss TALBEj~,i BRI .4.~~ aGHT
¦ PROPOSED STORM DRAINAGE STRUCTURE P1 PERMANENT DIVERSION DITCH ID • AL : Q SEAL r'
2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 rr¦..rr.¦~.,~e. PROPOSED STORM DRAINAGE PIPE PROPOSED CONSTRUCTION LIMITS FOR STORM DRAINAGE INFORMATION. OF 140 M ENGMEUN'G & P G C ONSULTAN SCALE IN FEET r 14613 r 26421 • " 14SULTANTS S HT. %9=350 71.
FUTURE PAVEMENT ) ~ 4944 PARKWAY PLAZA BUU'~VARD SUM 35C 1 00 aN CHARLOM NORTH /~~~/~yL4i~fA l~t ryA217
PROPOSED ROCK INLET PROTECTION 3. EXISTING EROSION CONTROL MEASURES SHOWN • G . HDREni1gpinearmg) Inc. , ~•NGi E~:•' ? •e We ! / ~ s '1.RMV rG1 s VN ®i a, of the Carolinas E . 7044 os C G? / C PHONPe 704-426.6070 FAX 26Q A 28217
fT'SD TEMPORARY SLOPE DRAIN WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE ® t / k PHASE ®~aer ttN°''®® ''rrr, dip U091 r i,} 426.6080 OF 1401
OF THIS CONTRACT - SEE SHEETS 6 THROUGH s. Stmt, Suite 1400 1 Charlotte, NC 28202 www.talbertandbright.com GH S. 128 S Tryon
4. y.
- .m-„,mmmm--.,_....wm...-_.. _.-.,..---.wrg 'r, „ - --w.+-.mv ..~..v.....a...ee«....m......d... -

~ ~ .r r / ~ j ~ ~ ( 1 { I s i k 7 ( ~ ~ ' /t i~ > ~,,s' ...err"'~ 't } ~4 r r y ~ ~ e ~ S . ~ _ r ~ 1 1 i ~ ~r r t ~ t~ ~Y ~ , ~ ~r ~ l I 1 e ~ ~ ~ F ~ • ~ \,'~U4 L'. ~'y4 'i 4. 1 ~ 1 ~ ~ it r x ,1 '6:.. Y ,I ~ f r % ~ 'a rr~ t ' t'. a r
y r ~ l iI i4 ~ t 1 y ~S r ~ j . C i~ t "4 `l~ n -S, ~ Sr / i ~ .i f~ ham.
~ ~ LIJ
«W..._'a, 1 1 ~ E ` t r l ` y ~`e ~ ..J~ ~ ` e~ ~ ~ ~ ?`r 1,,° .^1 ' `
CIS D A ~ ~ 1 ~ t ` .~r, 4.,, , + ~ ~ 1 ~ ~ .
"a ,i'~. / J t ~ i ! ~ 4, 1 1 l f ~ 1 ~ i, w e ~ c 'i 4 ~r ,r ?
,v.~. S ~
t
1 /
pay N.. S, L. 1, J .~...~t,n. ~I...>.M'a:.. .iW ~ ~ ~ ~ .....r+...'W.y.^_' w ! "W 4 , 'hC hx, r"S~ ~ e n ~^.v .~~f",p~ 4,~ g 'tee„ ti,.'~'' s fl ~ .,Yr°"'~ `"'".r.v ~ ~ W~,.-° s o i 4 ~ +a y ~ ~ .a , nom;,,/ 1 ? ~ ; .,,~k ? ~ 5 ~ ~ 4 ~ ~ ~
,r^~;•,m,,•.A .`w ~~:~''~'=-v~,'..'~• ,r'`. »,.r•""...'", ~s,~ ter,, ~ .F" "•w k { ~ r~+~ f ti,~ `a., ~ ~ ~~W ~.1
w.,~.m.. 3 ` ~ ' 3 i r ~ ~ 1 / ~ i 1 i + , I ^,~.,,r' , S fir' d~
~ ~ ~ ` w. , ~ , , ~ a `r ~ E ~ r' ~ ~ ~ r f / r „ rf i , ~ ~ ~ o E ~ ~ '~.r,•^"`~ -s' zr~'^~"`.'' .*4,M,f' t` J'' J,.,";"~ /R ,,~i:'
v, r.,., ~ 1 v , ~r ~ ~ ~ W ~ . , ~ r LLJ
moo" ~ ~ ~ ~ x ~ ~ :-''"--,"""~t, t: ~ i ' ~r~~`~ ~ 4~ f ! 1" "`^^1 I - j~ i •O ~ .'"'..r , ,r• 4- 'may } F ` i~ i~,.:"
. r ~ ~ . ,
~ ~ ~ ~ ~
irk s ~ , l/` r i . r f ~ v ,`...r / ~~,~,;C~'~~r^' ~t ,,..Y 'r\``/'4,..•-'..~r r, r, 1 r~ I .^""r / 1. o ~ ~:L: ~ L ,
f' ~ `r,, ~ I ~ I ~ ~ .~'s 1 J ~ ~ I ~ t i { ~ e ~~r_ " ' ",•'""ws' "^""r,.. 1 •,y..~'y', ~~,....:--~f^^ r'^ f; "`,,`..r1r^~X~.t/ p r' r ! ~ t,,."w LL-
0 ~ , a"~"' I / r ~ ' ~„M ~ ,r ~ t. ~ 1 ~.=r" / 1, f , r-'' ( 0 ! 7 r ,r ,r ~ ~ r 1 ._ww .r , /f r' i t ,+^"::Y"tr" r~"^ ' 1 .fr u , .y r
1 ~ ,.r;'.' r"" ~ /i~,.,r a'~,,.. ,t~ t ~ r ray ~ I ~ fir" - i 4.,- ~ f ~ ! + / ' i r ,r ?r ` ' / ~ / / LIJ
~ » i - ~ t, ~r^ r d......-..^^r t N..-'"., ?~^~~,,,."r- / "."l~ :::i ! i f , f'~ i Ti r~ r ~ 1 ,.'~.,...,.,~-..,.~1 "„fit ~ „~..-'^'r +'rr 1`^ t / s 1, e .J / s 1 r + z, J
/ \ e ~ r Y w~.;~',..4- F , Nj'.' .,^v a....-W« + 1 ~ i Li ~ t ~ f / f If e ; y 'y/ f ti ,1 ~ ":w-• ~~"~~.r' ~ r~ ~ 7, r,,A,~„ ..r~ _....-.-,'m,-."'..... °.r' '-..1+ j ~ ,,,.,.r?~ ~ r ~d r ~s':~ / l .....`."w.,. r _ W
r,:. f ,,~'~M'-{, yam" 4 Y Cy3~..: 4Y j'~ e-'--" , ~j j r t t J~ t ,j^ .e;Gx' ~r ~l~r ~C'„-... t 1 ,t~'°.~°'^ ,....,,.."w:.,, ..w..'" ~ 1 ~ ~s a J, / ~ ~ ..n.. I e\r / ^W..„....t»
~ r" ' ~ ~ ~ ~ ~ i "°^+a I ! r it ~ 4..» li. r" ..~',~'i t i fl f F f ~ _ ~,,~".e''' ~ ~ ,..,~~s„r 1 1 ~r-= it i r l ~ ~ ! r n ,J~ ~
M",-V..M. eta .z^p g, i ` ..,,,„'w'." d ,...r' „-~-.r„-. r may. ~ } z ..-,^-...M -"'.M ~^".,s'n`' ~ ~ i ~ f" 1 ( ~r f
c,."---~~ ~,.,.,,.,..„„~~:v~•,q?.-,`~::,.~,,.~„`"".~, \ 2014-,. a „1~ .r' ~f..-" .r''-~""- ~^y,."~ 1 ~ 1~s. ~ ~ j f .~.w...., ~.~~.r^°~~. r f It \ ~ 0 ! `i~. .r 'fig. S;` ~.r. i ,r' ,r r, .r""~ ~i"., ~ e t y ~ r' l s' If7 / r
d0 ]'.,u ,~.,..ri:..u w.,. ~0pw.,.,, \ ~ 7 'S "r ~ ~ N~ ~w T+.c.'~w--• ~~"ar ~ %y. ^^,{w.,..... ~'~'"'d..y~. 1 .M5 ..-W."'. '1 ~ ^'.r.•~.... io,..n;.ym~y ~ .r^T r'`~ ~,r "rte"'-'"h.,srv,d `"^"^vsJ .~"+.``+~1 .r^?" ~ Y v~ v-..""^~.. ~ `u ""'wad ~ '~i""~ w ~ ~.n. ~ e ~ 1 p~ /r i^-,..._,. ti ~t ~ ~ f a t ~y f f ~ J ~ ~ % ~ ! ry 1S`~ 1 ` ' {~....;-r._ e ` , X ~ I f I' i ,S f ~ j i e' ,l f j ~ p ~ r'tj , J "~...-,r' \ ` - r%'aw~`,.. e 1` q j if ~ ,~,r,,`, V t ~i r? ~ ~ / ,t / f f
,J' w~ ~'L ~".w." `'^+w...~„ " ~ ~ > ! ~.'~i" ',a 4 ~ ~ w."^y-~~ ~y~ ,.w..,v.,..~. "w.+ ~I' , . ~ M,~~ r... w...,........ ~.JK'`'• ~ ~ } P ~j r; ~ \ s ~ ,.f ) f 11 1 { f ! ,/F o 0
~ Y"^'" ' ~ I4 ~ y i 1 • ~ l I~ ~ ~ 1 f R e., f f ~ f v,•-~"" ~ 1 i , 1S ~ \ s'sl ~ 1,1 ! I ~ ~ ~ ~ i` [ + i ~.._.,~.•,,..Y..--~•' 1 1~ f . N'
Yc£;•'u"'"' e 'y \ I~ \ 1 1 5~ I ' ,Or ~~~1,~, t r r ~ ~ I 9 ~ s/ ij v 4: ~ ~ F ~:,,,,p U - yy t ~ ~ ~ f r i-- i- 0 V) U W W N Q W
k ~,a. yam.,,.-"'" ! 4 f 1 11 fir .'i I i a ~ r'.+-^' t f r ~ ,,..-,.,-.mow '~~x ~,r. .,.,'r.. , c J i( t` \ 1 ~ ~ ~ / ,rr i.^'~t 1 ~ ~ ~ t i r'~ i ~ l I` f ' r f ~.7'.` !,'.~i t CL 0- N r
~ ~ ~ I ems,,.. ,~t / .rte , , . ~,,,a i ~ 5 `V d f ; r~ Frr J I ~ ~ i i r sf. . i x''.....• T~ , r''` ;x 77 yq ~ I 1 ,rr ~ ~ 1, ~ :r / ~l f Ir
`i 4~.~.,~.,~r ~ ~ ,mss ~ ~ ~J # Pi ~,r f Jr i t~ / /
/ r" r * Irr/ f'i~`-^r ~ ~ yl 1, 6 S t i 1 i e 4 i ! .,.~~s~- 1 ~ Q t'' fit! ,X p i! ..--'...F- j 4 ~ 1'r \ ~ C. ,r` s t,, 1 " ~ ~ , ~4 L 4 44 ' i ~~s tom. ~I~y~~ ,r rte. ~ ~ . ?r ?,,,-1. ,_,.r ~ i i~ e ~ ti s', \ ~ , ~ ! / ~ ~ .rOyr,.A' r ~ r .,~,F~ /
s' ~ ~ e' ,u,_., ~ ,,,e ~'r.f..+ 1~,,,,,.,~... µ lf~ M...N ~ '.A t' ~ ~ 1 1 ~ ,\,r•..,,, i'.'~'". + ~ i ! ~i ~4. ~ +'i 1' r,~~ ,r" • / 1,r f ~'``...i~f'~ .,.M' / ( / / f, r^.,M wl ~ V M.. , - ; } ~ s ~ j ~ f4 ' ~ , ~ i '1 ~1~ti'4 ..J,i( f r f' ~,t, ,e r 1 I r i~ ? .r°,,.. .r`,r w co 0 (1) U U W V) W W Z V
, ~ t~?i'', e'°-` S 44 --~i,, t i { j I 1 Vii. "4.,.'' ~ i f It\_,.,: l f +a ! / ! J! f ~~,.M^"-' ,r' .r" ^S~ ` ~ • ~ ` S!') ~ ~ i4 { E i ~ A i A yt1e~ / ~ r} ,r r ° / ~J~ _....r^'r .r r^ -3: C) W
~ f. S y. ~ r ~ } ~lS e ^y ' i i ~ I ~ e i ~ ! /r' 1 !Sr' .''r ,,r/ ~ Y 1 + /
fw. r° ~ ~ ~ ~ t ~'~a4,, i/t ° ~ ~`e, ~ i ~ ~~r.' ~ 1. , k . +i ~ S ~ ~ "r •'f/ J,,I~A~` { ..n?'r/' .r'~"' ,p'~' r'.°~V l ta \ ~ ~ ~ :f : ~i sS i"'~ ~ i ~ ~ "~`v,..,.,,, 1 4 31 ,r'' / r f 1 f~ ~ ~ f,""' ~ ~ --^.4
/ .s na ~ ry j ~ f ,~v ~ ti, 'ti ' ";~s / o's ? ",.r`' ~r t /O I' r° ,r ..M.,.._- ~ ~ ~ a t f , 44 t v, ~'",;~,~~•ss+`, ~ 'Y'-, t~ y r i' ~ r r ` r / p ~ ,/r ! 1~ f F ( f r ! , . ~ , ~ rti, k ~i 4 S rr r~" ^ i ~ J 4 \ t f r I' ~ r. ! ! fY! ~ y'e~ 1. ~ ~*,ti * i <W.~ ~ s 4th ~ ~ ~'4'` M=-Y.s.,-..,,.. ~ ~ ~.._"•'t i +j r / / i
' w w,„;,,,;.~..^" ..-~.e^~~, V~ 1 2 t^ 111 ~ : S ; ,r.,,\ { ~ it { 1' ht~" °'a \ y* t ' ~ 4 J ~-w.w... 'S i, ~ ~ ~ w"-;, { ~ F tr t . . ` ,,,y,~r ~ .w ~ 1 ,ti ~ ~ ~ ~ ~ i ~ ?-;~--~~"max.'-` t ~ k 1 1 w,,~'"~., x ~ • V' r ,v„ ..•ry t~~`., '1 44 S ~ e, ~ 0 r'"~ 4"'`4 { r` 4 ' ._a :t'
0 "C, . ` ` ..,,r"" ~ f` t ~ ( ~ t\ t~, ~ t51 ~w. ``e ~ S t t4 ~ i I~ ~--k w '"-=..~,~w~,l~ ~ 1 f ' ¢ i ~ tp 3. ,.,i' i j ~r/r,._._..._....~.`~~~tf i r• 4 S ~ `e, , , \ 14 5 t ` i ~ ,.l ' ` ' ` ` a ! x I ` it '~;1!
.,t;'' / "~ti ~ a ' t l ~ ~ y ~ 1 ~ s ~ ' i v.„.,... > 1 j f ~t"' s ,,~u S i t1 a. i ~ i \ , ~ a ~ \ ~ 1 / ~r ,r.; ~ ~ ~ t ~ l G, ~ f i (Lo i } #
('~j 1 ' ~ ~ i i .t` ~ ~ 1~ i
~ t ~ f t i q 1' \ t.°,,I ~ ~ ~ j ~ i ~ 'bv! '9yi 4 f ~ " y 1e k~ ...p ~ # ~ ~ 1 ~ i cr.., 4A
~ t
1 ~ ~ r~" ~ i ~ 4~ ~ ~ f4 I1 r , 4, ; 1 ~ ~ r ~ ~ ~ 1 ~ 's, ~ y i ~ ~
~ 1 ~ t" ~ ~ ~ ~ 1.`~ ~ ~ ~ t 1 ~ 'Y ~y 1y ,a \ ~ a`y ~ C~ ~'4,~5 i { S ~ ~i i ~ ,4 ' e ~ i i f ~ i 4 e~ Y }4 i 'a '4 ~ t r. q t ,
~ ~ ~ ! 's S ~ ~ y 1 ' d 1 4 ~.l E ~ ~-n ( } t 4~ ~ "'L y ~ t ~ 1 1 ~ 1 7 1 4 f
~ ~ 1 ~ ~ ~ti ~i; t 1~ ~ y ~ + \ ++`O rd' ~ f n. ~ 1 1 ! 1 ~1 r r i ~ t t ~ 1. 7Z/
tl.~ ' t~ t 1 0 i ! ~ ,r { t 1 ~ f ~ ' 1 f !'r f I r ,1 ~ f ~ \ , 1 ~ ~ ~ ti 1, I l p l t 1 4 1 r' r ~ f , ~ 3 S , s ! / t F, ~ { ~ r } , ~ ~ ~ t h ~ ~ .a ~r .r^'~ r~ / ~ > ~ ~i ~ i 1 r J f ~ ~ f F sme
~ ~ 1 ~ ~ , t 1~~~ ~ ` tJ ! / t ' ~ ~ 1 0. tl ~ (i._ .P .~''r ? s" i ~ ~4 ~ t t ; / 4 1 ~ 1 ~ ~ r t r I ~ ~ ~ ( Sr ~ f ~ ~ r , ` 1 ' i ~ ~ t 5 t et Y # f ! r 'e.~ 1 ~ ~ ~ d ~f/ lr I ~.1: I <t'' \ ~ ~1 i i S ~ / j
'n t ' ,~~~I 1 ~ ~ i~ '1 E }p 1 . r f r,. 4, i 1 f , ~ ° 1 `f k 1 1. ',''1 1 ± i; ~ ) ~ ~ t 4 ~ / r ,r ,,Ir ~ ~t 1 ` I ~ ~ } \ \ ' I f t ~ ~ 1. r"' { , j l i
~ ,t l ~ t a i S l ;~t 17 ` ~ i' 4 1 k ~ ~ 'r , ~ 7 ! { 'f ~ { 7 1 t '1 z a°4' f l,r„v I t j 1 3 ~ 2 i a.: i ~ y f 1
1 ~ t / s 1 \ ~ ~,s}~ `t ~ 4 1 1 ! i ~ t i h ll E, I i ~ ~t j r'` r' 1 1 r 1 Vj a { 1~~, I it 4' ' i 1 ~ ~ ~ i k ;1 'S k 'd ~ ~ . ~ ~ 4 t ~ r" ...r t J f r 1 ) 1 ' t~ ' s ~ /s~{ 1 y tl ~ tl ai v '~r: 9 ~ ~ t i ' i r ~ } ~ 1 { `t 4 ~ 1 4 / ~ ~ `t ~ ~ i' ; f ~ 1 l
t.I ~ + ~ ~ ~r 1~ Vi s S ~ ~ V ~ } ~ . nJ' ~ ' k 4 f>~ f \ \ ~ l ~ j `.O ~ j ! f ~r ~ j s \ t ~ ) ~ t y ' t Z ' [ t ~ F, i C~ ~ ! ",w r j f ' / A ~ 1 t ~ V,~ F"~, ~ e 1 {1 i I~i 4 S, ~ + ~ ~ ~ ~ \i r' ..r`" e r r ? ~ ~ t 1 E S
~ ~ ~ , 4: ~ ~ .1 4. h4' ~ 4 I "t ~ ~ ~ ~ ~ i t' ! W, r'' r r 1 j ~ }1 5g, ,4. ~ 4 - ~ ,J; i i `4 S ~ s, A ~'i ~ ~ ~ 4 ~ ~ r ~ ; ! r' ~ ~ ~ 1 r ~ 1 S h i ! 3 k~ i S I \ t J \ 4 y i \ /t J~ I ~ t.: b'1 ti t ^ .I" e d / {7 ~ ~ S t ~ 1 1~ (7 1 i 41 4 1 Yr' ~ l y , Q: C.a \ ~ 'I """r "r y f / / / = "r ~ ~ t fff
~ !st ,E ~ is , 1~ 1` 4' S , ~ y, ~ ~ S~ u t ? ~ ~4 r ~ r i ~ ~ ~ ,l ~ P~ E. ii ~ t ' 4, 1 j - - , r / F / y 1 (~1 : ~ e` 1 ~ 4 ~ ~ ~ lP' / S{ ~ r ~ ~r -,i~ i ~ '1? 1 ~ S I 1 i r 1 it + r \ t ~ r. ~ ~ r? f + ~ t ~ - f ~ , a, a A w'.""'~"T''. t . ~ ~'i '+C:' 1 4 ; ? r i r j ~ I
t t ~4 ~ ~ 4 4~ ~ i, ~ '/'p v ~._r,'' ;+yr J ` ~ 1r/~ e e ~ ~ , "'r' r ~ ~ S S , r f r ~ a , ~ r,,~ - ti ~ ? ~ r ~ r' a I 1, ~ i'~ i } ~ ~'yye ~ t ~ 4l: k 1 ~ ' ~ ~ I } yl~ y ( y t ;!J ~ W. ~ 4 f ,u i, ~ I i j ~ , . ~ti ~ ~ L ` rr t4 ?P b it s ~ ! it r ~ ~ 1`i w," •yf' 1 i A ~~i ` e~ s ~ 2 ~ + y s ~ 1 s ' ( ~ / i a ,Z ~ ~ ' ~ t ,f ~ `ti. i \ ~ ~ ~ ° S ~ r`r r ~ I
~ ~ s 1, i t ~ l ~l b t~ ~ ~ r , ~ ' i 1 < ~ ~ ~ rli j/ °,ti '1 'I i f ~ \ , e'' 1 ~ 14 1`~' V ~ f ~w. 4., ! (j 1 j ~ I 1 1 r'' X ~ r~ j t i } 1 ~1 ~ S, S i. 3 ! jai I 1 i s ? / i ~ ~ ~ ,r '.4 l \ r I ~ ~ ~ i ! ? } 1e rr j / ?4 l i ~
~ t 41 t, ~ 1 J a t ~tti i l': 1 a 1a~"a- ~ ti ~ i `4 t f. 'a, `a ! `S r d 'a^`~7 r ~ l 4 I t t j ~i i ."-s P i t ~ ; ~ " ,,~,.,r ~ ~1 i e `i ~ ~ [ a \ ~ O ;~.`w1'~ r { ~ f ~ ~ , ~6 ` 4.. ~ ` ^+iti - ~`~r" ~ ; . r,Nj Lf,~ lr~ ti-"~.~.. ~y k ~ ~ 4 L'~ , ~ ~ , a \ ! ° a~~:/ 9 ~ 1 i
1~ ~ ~ ~1 t, ~ y t " 4 1 '4~ 1, j~~...... ,..f/' rr { i` •v'' { .ag 'a a `y f'".., ~ `:.'t (+as ~ ~ t ..,...M .ti <e 4t 's i f r W
~ 1.~ ~ ~ f t, ~ ~ F i~ }1 ~ ~l 4 at I ~ i« ~r `tt 1~! 4 t~w r~ t 4. ~ S G ~ ~ s i ~ ~ i I ' ~ • t y C ' ~ 4 ' i , ~ j i i ~ 1 ( ~ 1 ~ ~ f 'yti , ~ ~ , :r"'~ { ~ ~ ' t ~ l ? ! - , , ~ ; . ~ i i l ( ~ 4 ~ i i ' I ~ 1 1 t i 4 1 ~ .'w \ ;a "../,r T., S 1.. ' 1 ""^.,~;,a,,. 'w, `J'"1+ ~ { ~ 0 ,'C I c 1 ` ~ en ~ ~ i ~ i t ~ 'err` `.-.i> ~ \ t `o.., ~ ~ 1 t { , j 1 S ~ ) ~,I' 4 i i , i ^ ? \ .F r t.,.v,. "ti,, j c i I . ; t {
; t- Y ~ i ~k'. /7 O 1 y ~ 4 1 j ~ t ~ "e ~ f 71 } ftY.,'1 1 ~.,d. : # -r. `ti >w •.•,a w.,, ~ r , i ' ~ ~ S t y ~ li 1 4 f 4 1 ,.,-z' d ' J r .,1 w``~ ~t + ~ i, f t
b~ t ~ , . i ; , t ,r \ , v,~, ~ 1 ~ , ~ ~1 1 ~ s ,I _ ~ ~ 1 1 ~ 1`t \a G ~ ~ ~ ~ t } } " I i ~ \ 17, l~ `v ~ y+ ~ ' ~ l,4 ..,..s f ~ "'w-..4 4 2 ~ ~ 't ~ ~ I + 1 t t
~ , ~ ~ 4 ~ r tt j ~`y {
4,` ~ ,t 4~ ~ s ~ 4 t S `{s1 i~ ~ ~ E E ! ~ ,..r,',a,. ,tti `a„ 1,!' ~ ya ~ ,d'" * .mow "^,~.:V ~ ~ jf # 1 i 1 Sd M1 ~ ~ t 4, !"w^'ir ~'1v \ ~ ~4\ 1 ,jJ ~ ~ w....^"'^. ,,.r ^'ti,s'~?4v. ~ ~`S. I ~ r ~ j i ~ R } ~ r ~ if f
r~„ ~ ~ ~ 'Q t r~ : `i ~ e ~ ~ i 1 r p ` S ~ \ ~ : r ` P(/1 ' ~ + S ~ S ~ ~`^v'.. 4'~~, ~ s,~ ':iw ~ 3 ) ~ 4 t ' t ( ~P ,.r~~ '1. ~ i' f}~ t `~4 r'' 'Sl` # '1"'~ ~ ..f 5~+ 1 ' 1.i '?~t `1 4 i f ( V 7 I f F I ~ f f y ~ t V4~ y ~ f+S , 1 ~I Y r ~ ~ 1 l w ~ ~ y "`ti.._l r ~ 2 ~ 1 i ~ ; i r J 1 ~ , s t, ~ eS4 i ~1 i ,.._r 1~ ~ j `i. S ~ J ~ Y~ ~ + ~ r~ ~ ~ i l f
\ ~ti ~ {4 5 1 t1 } 1 i y~l ~,:~;t{.r ..:r~~ \ ~ \ Y 9 r'° T`,., j ~ t P [ t I f fJt ~ 1 ~ i4 t y ~ 4 i E " ~ ~ 1 , 4 i V ~ e e, f . ~ r ~ W~ I ~ F 1 1 r i ~ ~ f • °
1 t ~ ~ i w.. 4 't ~ ti t ~ \ t' \,``t~, ~ 1 ~ ~ ~ j 1 r ~ ) e ~ ~ S 4 ~ y i~ ~ ~ ti^ ~ ~ ~ ~ } 1 ~ s''~ r F r,' j I r # ~ f ' 1` ~ ; ~ r' 1 i ,r J i / ! ; ~ t +r 1 .1 ' ~ . t: l~,r{ 4 V' 1J 1 ~~`y ~1 ~ 1 ~ ~ i { f 1 .f f t j p F / 'f~ 1 1'. ti~ t' X;' '(F ~ 1 i' ~ :a; ) t r f fi ,r < r F P f J~ ,r
ii ~f ~St t y ~ r I, i . t 1 ~ r ,1 1 f y 1 ` 1 yr ~ti `~w, r, ti, ti ? e ~3;~, ~ / i r r c"~ 1 ~ ' f S, 5 ` 4 sl 4 _ r' " ~ ~f ~ a ~ J 1,'V,t,i ,f d' tr . \ ~ j ~ ~ / e t~s~ t 1 '{y` t ,'1~ ..Q r ~,~ti T.. mo'd' t "~y, .r"' f .y,~ w,.r^.. N 1 f`' ~ ,f i N~a Cs{
\\\1 V ~ ~ 1 i _ l11 / ` f „`'k, ''r~r. ~ J i ~f l rt7 (f~ i ~ ~ y t ~ ~v . ~ i/ / ~ 14 - ^~a,~ 1"~ .t ~ f ) t J " ( J { 1 f f, 1 aP s ~t } Is tl ? "``M.` r~ ~ f ~ t r r'~ ~ 7 ~ p r' ' 1} ~ ~ t - ~ w,, ti,,~`,. / r ~t an, o, / f 1' r / ~4y.. `",F, "~-~c,,.,"',~'.,+,.. l t~ ~ ~ J i ~ r 1
,4 ~~1 } i'S , 1` i 1 ~.~-~'-.~-^"!F' ti, ' 4 n~"""`~~M .r'~~ ,....J t1' / /^^-M1 "i,. , , " ~ f r'r r f ' s r I r'. ~ r r ~ 1 ~V i n . SI . ~ ~ ~S ! ~ r~ ~ ~ ~i 'fl I ` , t "y,T""",,,. r ~ "k,I~ e "'y2, r / ~ + ~ ~ ~ i ~d 1 t ~ ~ {
~ ti ~ .w / ~ # .,1. r v 1~ f t~ { i I 11j, r,.-f tc.. J
1'tj.~ it 1 `t ~ t ~ ~ S, ~ i S 1 9 ~ . „T~. .^r, 4 4 \ }v ' i ~ Q 1~, 4 r ~ ~ / ~t ~ t~, ~ ~''`t ~y n r^. 1 ! i i a ~ e Y ~ ~ ! 1. a 1 , ``4 ' er ~ 1 a e Er~ l V'i a ~ ' } / al kk } s G ey i j 1+ t .tY ,rte ii e 4 t 1 Sp. f ^v( ? f i ! 1 E 1 ~ ~ yt
i t 5i y ~ `'p4~ t t, Y ` Y f"Y ~ly~ k~~1~ 4 vi' I` ' { 4 1 y 4 r
~ 1 1i tl 1 3FS'~ d~~ ~ \ 4'~~~ ^a ~~iw4, . i '~'1 \ \ `"*W ~ ,X i t G
~~n y ~ ~ i j ~ r ` ~ , ~ 01~.._ g 4 ~ . 4 , e '1 '~~~.1 ~y t f `"`~..~y ~ r `4 f. ~v~.",~,~.`"'" ""w. 4~ ~ y ai ~ 5 y1~:. i 1 r ` , A~`e t e ~ P ; ~l 1 f ~ 4 J ~ 1 , 4 4 - a..` y ..~Yl i V ~ . \ t4:.,y ~ tae t • t } p 1 1 1 t I\ ~ f ~ 1 3 ; is s 4 • ;"^y ' k ; ~ 'rR'r~e ~ i \ ~ ~ ) ~ l 1 ~v' , ,..,4 ~ ''r"~,r f 9 4 {
1 as ; `t , S ^,e 'S a ~ ~ 's ~t .~,i ~ `w '.i r i r 1 "~'"'i 'ti,, ~ 4, 1 ~~11 . ta~ j q v,-; ~ ~ ` , s. ,r„ ~fi ~ ~ 4., \ s e~4 ~ r ~
` 1 y ry 1S j e ! t , t ~ w a ~ y J' 4 `y ~ `1 1 / { y~.,~,~~~ Y ; { ~ ~ S h e ~ a~. ~'•4,,ti,, a, 7 fi ~ a~ y 1 ~ ,r ,tj i ` S ~ ~ i~ {,.-.O r.m ..'~~'~5~~', ~ i ,1 ~ f e 9 t E~ } 1 ~xl % p + 1 ,tif ~ ! ~ 1 ~ 5 y t,,~~, ,i ~ , ? ~.t _ r J ~ F 1 i ! i ~ .4 i ~ri , y ~ "l ~,i , ~ e.,+ ~ /r4 ~..n.-.. ~ p t i r-~ S w i ~ S i r' f I' / + f ` 1 ,
14 i"`~ $ 1 r/ F e . ~ ..tit y . f 4 ` ti~ , k I a ~ " - r" 1 t t r. ~ ! ? 1 o•^"" ti' r / ~ a 0 i ~ , i ! f ''ti _ 1 i .-""'~r'~ r l r! R~ 4 ' kG ~ i`, i G 1 i ~ 1ti' `i -i"' f y ...mot' n" f ~ \ r t - M r t ~y y y c '.i 1• , e*+ 'ik, s~ l 1 ~ r.,~ ,'~;;'.,,y) t i ,rl r" 1 ~ i ~ ~ i, ~l' ~ 1 i `i ~..tir • f; / r / 7 t i ~ . ,tSal~t. ¢a , i., 'Rf~ ~tar6~' ~/i A~ , ~ . 'c~i~ *u, . _ . .A ~ ...~"a,};, _ c a .~4 ~ ~ , "ti . ^ i \ _ i . ~ ~ t ti I . , ~ / , _ - s ! / a 1 I . jlf U11 t i I I I -e Z C)
'i 1 , t tl t. i 1 ~ r ` ~ ~ \ 1 f 4 i ~ \ { ~ C r „r' .?`l ,/r r tr' i { ',~`f 11 . Yu" 4~ , s ti~\ ~ r: ~ z t~; Ott ,Cf "v- ^.,N-•.,,~ ~ ' ! i ~ t s 1 ,l ! t r ~ `k.-<",, , i i • ~ , ~-,r ~ ~ A >s , `'tit ~t ! ~ / { r- ~ ~ .w / r ~
86 se 87 so Io ' i tb: 9 '~~~1 ,.•.r~..~: i ""4 ~ h,. , ~ • O\ h , ~ ` ~ v ~ ~~r L.~..~ fir/' ~ l y ` ,t v 1 j i 4 ` fr` • t' ( 4 t.__f e „„„.~;T}~ 1'~.,.,y..- f t 1 b t tt ` \ ' 1. v'{ ,i,., `•i ~ ` ~ ~F t ~ ~.~•,"•w , ~(~„:."i o / "~~/,A y / ti.. ~t. ~ ~ t~ f i r f ~ 1 ( f ,tt;t 1 ~ t ',i fit, ~ ! \ t`; ,wF .dt, r E~:«' ~ t + ~w f tai V j t "t i ~ ~l s ~I J(/Jf }f j
11\ ~ \".~Et tip' t tY ~ I '1 ~ 1 f i,1 ~~t t ~ ~ w ~ 'y/.r''~.„,• ~ ; >I ~f~ , i r ` ~ E e •`q ° V ~ `n., `..,.y ~ i ~ ti ~ ~ "l ~ t:•`r ^w-,„ J f "b// 'i~~ , b..d t C~ .M ~ ~F l~ \ ' ~ ! •v \ ~ '~t<, i y ~ r ` ~ ~ , t i"".,, ",tvF ' 1 ~ - I ' i, l 00
R" t ~ S i y1l . 1 , ~ ~ ~ } `i t. "v . i ~ 4 1 ' ~ fy \ ~ ~ ~r'~ % ~ t t ~ t ,,t ' 4 ~ f'
7`I 73 ti t ~ ~ 1 ~ t x ~ ~i ~'~i;? , ~ ~ t ! e ti `4. ~A,.. `v,`v ~ t 'o , t yy ~7 'i~ : ~ ~ LLI c) XM/l
~ v~ 11 . ~ , s A^ S.1y ~ ~ v ~'?•~4 ' ~ ~ 4 , a 1 i S,T "~.,.w' t ~ t r I ~ ~ : [ ~t tt ~ ° 1 ~E. ~ L n i ~ M ' t~,v v ( ~ ~ ~ a \ ty ^v. Y ~ l '1, M%"t `a t ` ~ j \ ~ t t f; \}\S { ~ { , 1 .ti .f d r J t ~ 1 1 t~ '.1'(~. ' 1 ~ ~ 'M '^w~ ~ , ~ ~t t' ~ r '1~ \ ~ l ~ t4 V ) t ..3. ~ t, ~ {t r ~ J ~ 1,., t \Sil, i 1 ~ r t ~ i, i ; ,r ~ ; F ~ 'v ~ ' t~ ~ ~ ` t`, 1 ~t \ 1 ~ ~ ~ ~ ! ~ ~ t ~ . it J 00
a i tP 1 r f x, f t v: ~ t ~ ` v A 't t v r ~ y 1 .t ~ i E w. } 1 t. ~ ~ S kv S \ 1 ~ S ~Yz. V ~~1'~ ~ 4. ....m w 1 i ` „.i,?"" 'R a W
74 r f t dr \ f t s i { f T ;.,~~r„a ~ ~ ~ ,t ~ i t \ t ti ~ ~ r t t r ~ t, i~ t , ~ 1 l i t I pc C: L~ , .I" \ . t . 1,. t 3. ~ t "..r'" ~ v k 2 ~ ~ ~"h.. ~f~ I ~ ~r' :vt 1 • ll ,tt t, ' ~ t ~,f ~ f ~...j i i 7v~ t~ if ~i i ~ fJf'~ 1 ~ ~ `,.i"",. f` i ; 1 `f i ra •~"~F ~ ~ i t
n t. i 1 x~^ S G~....1 Y `l t 6, t l t l i ~ i 1,. w"° i ~ ~ ~ c t'l`t, ~ i~``,.t ~ ~ ' ti,. .,i •.E ~ s' 7©i--'-•--° 4 `ti , ~ r <f ~ ' i ~ ~ ' j~`'~ i 1 A\ ~ l ~ f ` 'i ' ,i~ t t t ~ t t o t i ? t ~ ~,.t ' ~ E ,l .O~ t ~ 3 ~t / ~ ~ , #i~" t f 1 OF. 1-4 UA
10
lp"k N i 1 iv t r / fr "~y, / 1 tt n ~ °i v t ~w.• t i '4..~ • r 1~ + { i t 'l ~ f 5 t # r 1 ! } ( f °1 ~ 4F 4 t ~ , ~ A ~ i s: i \ \ i\ ti ~ to t r~ ~ '-^--w.. ~ t ~ ~ 3 ht ~ t / `vt n't. , 4 7 W w
a t 4 w t 4 \ `i. v ro~ \ x0 >t \ „h,,.. .may > 5 l 4 1 f! J l ~'t F\ h f f I M I f i ts' o f 4
! t 1 t , / r i v1v + I~ • t t ` v'+ l 'e \ i i c ! 1s 4, ~ 4 " r ~ 1 `~~ity ~ t . ~ ~ t , ; l~ 4hty' 'i, t ' .w„- b ,t ` ~ s1 \'"e w.. ~ fI' ? ` i ~ ~ a~ } .l . ~r{ t r z
°;e ~ G ~:t C ~ l 7 ° ~ , .4; t 4 ,w" ."..'Y, ~ ~ s i ' a ~ ~ 4~4 ~1 ~ } E ~ 1 /t t { b / LIJ l t r j d
t t 1 l \ t Ix, ~i'~; v ~ i. t, 1 ` i r ~ ~ 1 . r t ~ ~ ;-1 'Y• ~`'t t 1 '4 1. ? ~ ~ ~ } y ~ ~ ~ ~ 5~ t ~ .1 U
:.a t y.. ttt ( 1 l 6 i i •i ' ' 1 t 'w_... ? _,,,..,,.;f ~j r t } t A t t ;M A w_.?'" + ~ .,..r- l ~ i ~ y~ I.
R ~ -a, ~ ~ ~ ~ , "l~~ ~ ~ ? tiw , ~ t= { - i ~ ~ ,j ; 1y F s F-
i ' L i \ t`'~,ti \t `1'' 1 M l 't ~y . \ ''•.,,y ! r x 3 ' l t ~i , t 0 Y 1 i ~ 't a ~sv, ~ ti,~,,~ S .y 1 ~ 't 'o F' 1 i t + i ~ ~ t< .w 11, ) ~ ~ , ~ i ~ ~ \ ~1. ~ ~ ~ ~ `y,1 `ti r 1 ,r ~ rn j i 4 S ,g `~1
. i r, i ` v ~ 4 ~ v~1 ~ j ti ~ 1 r ` 4 y ti.. ` •~n i l '1 ~ : ` , S 5 R ppr'e ~ 1 ! 14~~~\ ..at..,.•... E,\ t, , ~ ~ " ~'n,ti ~w... „r^'~ \ t ~ '1 ~ } ~ } ~ ~ 1 ~ ~t 1 1 if (E M1v ` l:~` s ~ ~b ~ ~ ~ L '"n.,.•..-/ G. 'r 'v 5,,. i i t I ` ~ E ~ t
t , ~ ' ~ t i = ~ qt -•v ! _ ~ f~ ~ ; ~r i , E ( 4 ; ~ ~ 11 ~ t •:.t ,y ' ~ t4 ~ v', 1 ~ , i i \~v V~.~ ` " r"", \ ~ ~ `'w.~ I . ~ 9 S ' 11 i 'tv 1, S ! , 1 r... ,,J , t t'. \ \ v ti, m ti ..,.~ti : v i E' t' ! 1 ; ~t ; 3 s. `tt t `f ,i1~~1t 3~1t~;~'>,i~ i},1 j _ t.'v•`i't, ~ v~ ~ t~.`~, t~,i -..ter ~,.v~,~ ~ _ ` "~"1~" w... ~ ~ E r i~{~. ,y l~tl} t x; { . `~-.-,.%.e l 1 ; \ t , E f a f ;
LEGEND q { t v t ,l t s t ~ y t A ii '~,Ar •A it i.. :i',v`'~.,, ..M : ~ ~.v~\~ ...~r/O1. t`-„.°.__~ ,1~,"tE ,it`\t ~1 , i ,a~',, ~t3• ~~`~i' ~ ~~'~'tt~_ :x,5"1,, . ~ X11,' i.i"V`'•v w..--^'e~4 4., '~,.ti. t y ; 11 f11 t { ~ > LLJ
FLARED END SECTION WITH OUTLET PROTECTION EXISTING CONTOUR PROPOSED \ %t Q t rr,.. :t fp}p( f( , }1f~Itf
PROPOSED INLET PROTECTION IP-6. EXISTING STORM DRAIN 52
PROPOSED SILT FENCE SF-6.62 NOTE: EXISTING DROP INLET II---~- DRAINAGE, E&S CONTROL LLJ I
1. PROPOSED CONTOURS ON THIS SHEET ARE 1?411ot1MNilOI~A~® l r i i i r r r r
PROPOSED CONTOUR TD->. TD--> TEMPORARY DIVERSION DITCH ITD-6-200 2 INTERVAL CONTOURS. EXISTING CONTOURS 1C ? ~C i S 1asf 504 0 100! 200! 3a08 ?'A o••0•••0 ~ ~ r ,
700--'" PROPOSED INDEX CONTOUR PD->- PD-> • PERMANENT DIVERSION DITCH ARE SHOWN AT 1 INTERVALS. TALBE a ~ ASS ~ ~ ;
¦ PROPOSED STORM DRAINAGE STRUCTURE P1 PERMANENT DIVERSION DITCH ID OF 140 a E 1 NUNO Vb A L ii NNW VVl' T~
~r.r. ? PROPOSED STORM DRAINAGE PIPE PROPOSED CONSTRUCTION LIMITS 2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 F DRAINAGE FOR STORM INFORMATION. SCALE IN FEET 13 • 26421 _ .qSULT TS SHT. 70
FUTURE PAVEMENT PROPOSED ROCK INLET PROTECTION 4944 PARKWAY PLAZA BOULEVARD, SUM 35C p % •.NG ; •.N ~v kIDREn meermry,inc. . G1N~,• ~ N®RTHCAkC1IdNA 2$217 S= 35 A 28217
3. EXISTING ERASION CONTROL MEASURES SHOWN \ si e? VN of the Carolinas 426-630
TSD TEMPORARY SLOPE DRAIN WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE ® D A. k O 704.4x6.607 . 7044x6.6080 B`I o01 J ~~r E PHASE ~~I!littM11111i rrr! Ell OF 140
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. GN www.talbertandbright.cam lop/ 128 S Tryon Street, Suite 1400 Charlotte, NC 28202
- - -

1~'' f rw~~ m + __,H if ~ P?. t r ,Y" ti: ~'~...•M `'"'^.,~„~.W. "i"' ~ j~ -a..„,.i ~ i ~ I c (IT y` , a - ? F.,.,.,, x I~(~I 1 r k r` ,f t ° "r!.,.„_ v....~;~~t { d1 } ~f! , / w -y.,;,,:
O
w.. Mrs.-y„~„ ~ ~ a .,,y.'fMNh'~' M"'1 ~ ~ \ ~ ~ wn ~ ~ J J J` ~ ~ I l ' 1 °f Y \ / v ?~J • tt .+r1' l ~ ;.`tia• fm' .;aw` ? .!"w.. a -':KM'^'~".. .._.."==:w : ° _a"=""--- ~a c'~.'°-=~.... r 1'
? ' ~.',`,~.w'` . •,«ro+s~'~w,.w~~' j 1 ~ 7th ` ~:~-M ^ .r' f.%` ~ Sr J J / !rf .....-v,, ff ~f ~.,-1..-, l \m""•~..~, a~`,,,,,,r,._._,-`"."^.... ~ , ! ~ i ~ } /!Y''`"`^_..,....,, i{ 4 ~ "'..-.,,.,.,^m,.;.,.„, ~ t / Y'J ~ 1 1 !f ~r ~.~hr~",,,:. r'~ r" : ,~,~'"\~rv ~,~.,.::M„• """^;~•~a^'•` 1,,,.'.'M.,.F ~r7 ,i l .c ~N C''--..,,,.,. "'"r=... 'af,. F t t,; f,r'~ / ~ l M~M ~ ,/'~r ~ ! ¢ ~ti,,4 ~t l _ ` F,W_• O
'~t' yy. \ i / LTi / ~ ~ r,. .w ~ J/ ~"v. 1 ",...'.,...w-^" J ~ 'f/,!F/ i f \ a y 'r,. r., ,.r.~ r ,Jg/ / ! 1 ! r r w,.~ ~ J r irk ,-r ` t t "w^... / % t d• r ~'"\.E r A ,r` ,1r ,.,»''p i~ t j t ~,.r~.1 1 ~ h. r~ `
\V ti r ~ l / r;r , it r i ~ ~ k ~"S - ..~..,~...,---~.r w.._,.... ~ ~ i ~ 1 'n^n 'S ,.r / f / 3 >!r. r ,..?,r! ~ ,r f ~/~(?}f+ i to t J "°r« M!.1-,,,. • y ~ } ~ ~ l r P". lF tr 1'r ~ ~ „r ~ ,y'~„,~f ~ ('P ~ r~': j r ~ 3 P ! A, ~ ~ ~ 1i 9,} ~ a „ ~ XI / / R ` ~ ~ 1 \ ^~`S ~ ~ 7 ~ ~ ~ f ~'-"f3S5".-,.,.,,• ~t f.~ ~ f t~ ~ .,_f / l f ~ L
f.r M ,J :rte / ~'a~.~ =t " ~ ~ r. t ~ A ,l' i J t / \ r ~ G t j I ~ ! 'a{ `k j { ~ ti { ,.,.M~"„^^.... / ,,r r w,. rr .r''~.'' . ~._,7 ~ f°r k i is ~ ! f ~ l V .w ~ \ ~ 1 l ! i . ` E! k s l' i ,f t~ l V _ C~ . , t ~ , _ 1 ~ ~'^s-,._. w tl'` f'~..,..? i ?.~~i i ( t pp i•... r i f 1 } .~','r(~,~ 4\~ ~ I , ! t~> j f ~ ,.,..."'-:,.,,..."m;"~ - ! "ti;. .3 ~ J~ rr y, 'k t r 1 V ( f \ 't i~,;}i , i ~ ~ -.w.• µ
,/,rte"',/ ~ """.,».~...r ;"'w" --w. r ~ ,r{~ f I ~ .e" i \ \ ti-.mrw- ' \ e ? d 3 l\ r } ,t ,r,,_ I t .hi, t .<,1:, k t ~ , ~ c= / ti ' k ~ ~ ~5~1 ~4 ~I i ..v.. '~ti., ~h k ~ w~ '''r,T,,.-."'"' y„ :f 1 ~ { 7 ~ , 1 f ~N~r .M,.a,-,,. "_`w.''~,. , \ ~ t l t> >~i y t., \ .,.,±"'.'~we~~+ ~ "'~~'s"r,' `~-.a,... / } .:5t d i it.,, ! I ~ h t t~ ~ t t r } i ' ~ y , tt-45 j -a^"„~'.,.,,^-• ^ti,
r"'~r' Y„r' { ~J •r' ~ , r r"" „ter-"'-".r''"""`-; ~ ,`.'aKU.,.-v~,,~"~ ~ ~i,# t ~ Y r ~ .-„r~',^ 1 ~ 1 < ~ i , ) / i f ,.A '....=''rF" ~`,1, .:1.i:~ t j i i 11, 1 ,.,--..w,.-~=...~ ~ ^M= ^w-«.,..... r c ,,..,,^1~,.„,.,, "*w„ 3'"'~`"s ~t (~1; 1~ 1 , ~ r i ,,^'a y' t t 4 a. ~ ~ ` ! i q ' k ~~(.t ,i ,~°.1 ~ ~ 1 tt ~ r ,c.~.•« ~+....`-s...~ ._.,."•-•j 1 ~ 1 `S h } ~ ti. \,,.i ~ \ ~'i ~ i i i 1 t 4 L ~ ~ M.,."""~
_,mw1. m.. 'ti, e`` ,r 1. '~,,,,~~.-r ..-~~-r- ~ "w''~,,,e ~.-a~-,,.~ ""y:...~` ...r F~..~ ' ~ ~ ~ ~ ~ ~~r _ ~ t ~ „"r'»w~ '.r' ..r ,.,,~y `r i 'ter, i S"~ ~ f r~ i / i / s,.' r!".,... ~ti ....s-=~ .wiw+ ...r+ ~w'~~,..-r..-~- ..'^""r .rte w,,.... ~'r~~,,. - ~`^„wa'~ -v....-,:,,,, f { r t i ~ N ti' i'~ M,{{'"a.., - „ °"+R -.G-^~ k"`.,., r k ~ i t rr ' A` ~ ~ i _ ~ ~ \ ~ . ~ ^ ~ i ! } , t w- w^-w „ ! N'^ f^ fyr;7 r / „s,.•.~..~~,.... / ' o i } ,F ' .r^,,..-" ~..:,`Y \ ~ `\k5 { ~ ~ 1! ~ - ~ q~:„^-,`:~ r,~.~ `j'" r 6 r' .,w --r~, i ,r '}r` i j' 1 j S ~r,....m ! ~ f f~lf ~r I ,,.r`' ..9ar. a' 1 r. ~ ";;;2"ti`'~,~ + i ! f s"~.~ \~O \ i 1t ;ti"-^' .w;.,~^ .i r ~ ,
.fix j,',+~~ r 1 7 ~ / _ y.-....._. p.. a~tpr. b-+,.,~44'titiy, r ( ~ i y p S~ ~ ~ 1 ~ a l ~ i?' ~ >~1.~ ` l , .il i { ""~.;.?~?~a ' °'+e±:,~ ~-R,": ..,*p., t "4 ..y* ~ i / ~t~ 3 ~ O",.r'' M1 ~ ,<1 1 i ";-^'r w...,...,-.",.... t ''f q r / I'"~ ,9 .,w~/gar f ",rr f,.., .:1 ,y ,.„\`„"w`"~., r .At `}E t° ui j i ' ~ ~ i „-.,...~'~r:~,,
1 .mom ,,,,..~~,..--...w.,--- ~„",^~'1 rv;^-~.- ~-.,~--...,,,,•~L:,.: ~ i ` +'7' 7^'^, ( a' /`F~ e. r -~`t w",~ r ~ .t J„ T!Q `~,\\1r\~, \ k , t ; 'tj ' t. i \ , r„^,.-... 2 v `v.-. a ~ 4 ~ r y,^';. ,r'" *\,t `t, ``~ti •'yv'^ s};i f ,~."^a 1...,, ~ ! .:7^ ~N~'~ ,r r ~ ~ "~"~4i+w 4 ,5 ' \ ' ~ ? \ '4 ~ `L Pik r ~ N: i i 1 ' / ! ,,,~.a,.er~-•~ ..,.?'",,,,E,~„ r ~ ~ "e'," `.w`' ` l~, , ~ ~ . ~.r' .,..fy( ! ~ St~ ~ ~ s~~ 1~1~ ' ' } } t ' t' ~ ~ ~ ~ ~ ! tE~'~'t~ ,
' i ..w-'. r...,» y o ....^'"Mv~ J..~ ~ J, .r h. `'4, } C j (~j ~«..,^^w ? . t, k \ 1 r i ~ v, ~ sit t'' ! ' s-t} 1' ~ ! lam" / t ( / .~...;1~„~. ~ rt t R 4t ti,4 4~'~; r ^ ,1`~ry'~, ` f r ' i 7 ~ 1 ~i '~,,."^r f r / \ l 1,^-~ ,t ~'y, = ~ 7 i 1 : ; ; ° i ~ , t ~ 1
r h ~ , r J ?.t' ~ f r r r 1 ~ ~ i ; : \ , _ fir'---,. - ` r,-~." '~`~6'g t , ~ 1~ ' ' , , t ~ ~ ~ r ; ;1 ;1 ~ _.,.r' i `'~r'~ y`. 1. f ; , ~ v ! 1 r i Y i y r ,r'~ ~ 'r-..\.... * i `+a."'. r"' ~ ~ S / r r' ~ ~ ~ ,t ~ ~ `il., ~t ~ S f°',. Cn O
, ~ ~ ~ .n ~ ! j Fr ~ I " i I ( 1'r i r r ~y0 f,' ff r r' _ "V ~ e ~ / ' F ~ ~ it,1 i!`t~ } } f t "~l, ~ t t 1' , 1 : ~ b' \S k `t f n\ ; s i ~ "^.....A' ~ / ~ l,~ 1. ~ 1 '1 i ,:r'' , r „ • ° ' : r .f.1; e r r' / ~ . ! ..,y ; S \ / j rr ! }j., ,2'e?' ~ 1 t t ti Cr :D
{ F M'"F"'.N ~ ry .,._.C, ; r`te'' t I r ' ! y~'` _ 7.... ? rrr ..r. P ; f (F R,._.."'1 ~ ' ~ F` _ s t ~ s 1' ' ~ , - 1 ,a f '1r r r ,F'r" ,'4 5 t~~ t J d ' *'y `k i { k 4 "t '^w. 1, 3 K".'- f~ f ~ f ` r rI , ~ , ~ `y l ~ r ,~ti~ F,/ , k . ~ _ i? I f ~ ~ f 'r t~ 1 't 1 t' , i iii i ...?',,,"r.-- ' ~ h , "v~, 11 t i r ' ~ \y ^ YF,'t, ~t i ~ ~ `rs , ~ ~ ~ t + \ ,.,'`F„.r'
'9, } ~r r/,% /1'`."~ .r"; F~,rf rr 1 ~ ~ r r'~ ~i ,r ; ;~'t `r+,g'' \ r° 't k~ t ~ i, i i r""..._.,....-- - ~ 1 t r' ~ r )1 : "``y C: i ~..,y ~ ~ \ r ; s t , 1,}A k ~ i / ~ti / ^ v~~ ~ ~r / ! f , r \ i i' ( .-;.~i.-~ - "1 s'\`: ~;h~~ i` l r i i - `1 t. ~ S 1 ` , } ~ ' t; E ~ ) 1. I •.`ties.. ".?f: " ' R lr
f ...rte ~ ~ ~ ~ 'ti,~ ,e+' I , f '`t 1 ~ r'' ? i t / r fir` ~ r' t Y 1 r ~ ~h t i ! r/~a ~ ~ ~ 1 ' r .na,~ / \ r ~ ! ~t r!' % I t 4J ' i \ , k t 1 ,Tt k f f w~.~ ' ,..;:^~.y W~ 's r r ~ ' ,r q ° t 1 t ~ \ \ 1 h 1~ t f i ` ! ~ ~ v W~~,..;-:"."~~."" M'""'... `'~-rte 9 ~'~S+ w. r 1~ ~ : f~ ~ ~ ~ ~ ~~1r~ ~ ~ti , -fir { i ,ti /r'"-. .w^-=-~ • ~ 5s 7., - r 4 tk I/~:, / " r ~ r' , , ~ ! ~ ~ ' ~ 1 i r ~ ~ k! t.:f'. ~ig# 1 jt } t f I i s ~ t . wy:~`*,.., t ~ ~S 'i';~ \ zz
tee- ~ A 1 , r fI / i. : ~ i ~ ~ 1 , ° ~ " _ ~ ; A' ; ~ ' 11 i,
r ~ ~ i;~. { ( i ' ~ t lr . r,,r Wf t ~ 1, E ,y ~ l t ~ / r ! r~".~ .l i f l:( f;C ti•L`~-;'~.~'`m"_ TOP Q~ ~1 ~ ,t nr i ~ ~ -a A, i _ ``~j 0 i' I , ~ ~r.-~..~.... , y -
1 ~ _ ~~IS NG 5 D T P 1 ~ Ate ~ D ~ ~ ; 1 0 fir,,, i, t ~ . } ~ ~ f , r ~ ~AS~ 0 D ~~p t \ ~ t,~~.~~ r / , , ,kl~ k _ .yam r ' ~ . 0 r ? ~ t ~ r f A t ~ E 1 ~ • ;f 4 { a 'I`„ l 1~ wN 'r-'~~ti.:
~ t..~Mw,k., t6 4ti.z~ t l t TOP ~F PO~JL".~~ r 7C~9 P ~ ~ ~ . i`r,, b~ / , }'~i ~ _ I ~ ~y A 1, gyp( ry~L~} 4 Q { q .i l.,,.. 1/ TVT" l/ VM4Y7 tlT'~ If'1 S, 1~ ~„r; T . \ `r ~ ~ . _ ~ ( i '4! d:l ~ ..~~_..:M---- `'"'..a~ 1 ...r ,
4 N jr' F'~ p ~ yy G r 1" ~,lP 'F , y' "^.w-,,.. .r O " t:~ "'r"'f- ~ k!'t i ^'~1 u ~ yam'" ~~~,r•r/"y ~ r BOTTQM V. `,r Y r ! ~ rr 'r:r''~ t ,.i'. ~ "tip\~~ f ~a ~ ¢t I r / ~ f r !~f „r r r'"',~ . r~/~ t i f { k \ ,s`'~ p ,r?- d I }1' k! ~ ? / / J d t.,. l !r/ .r t j t i E ~ ( k.' l ~ a~,,,`o.w V"^~=:."`~~~'`^.''. ~ / r~ v
r ~ 9 ~1 ~ t t r ~ ~ ~ ~ \ r1 ~ ti . r rr , ~ a,r»; ; .r" n t. i 1 tI, - .~:,....-,`"t 't ~r"'' ~ it W
t f t J t^ I i - _ '1 ~ `,r,:y..,,^^' r; ? rt? r J , d s i t i ,1 .I r,' "rr'` ~ ~ v'`.'~m°,.r~.~.- R
' 1 ~ _ ~ ~ t y{ I f r`.. ° ,l .y~''~ f. / ~,I •rfr ! ' t 4 1~{ Y w y ~ ' " ,~.*......:,~?r~,,-~ r~,.~ \ 1~ l ' f' A. ,ice.. .~.-.";r?- r,,''"'" -rw,,,", /"?'„r- r~ ~ J I ~ .~V ~ `s , • 1 ,..w-"'v~'~ - ~ J 7 \ r? D^'•~'' ~ r~ r,•!/`/ f 1,.. ?'1f ~ Y i 4 1,: ~ ........a-,', ~.,G _ ~ \ `y N N r7 d° ~l7
s `4~,u. ? r'., ~y"~ ~r'~ ,r ~~-s" ~ ~J~` r J'r it Yi ~tia tiw., `\,.,k f } \
ca , ~ ~ N F , ~ , ~ , r ~ , < S ~ ; r,>> r t ''C. ~ ~ .GS z s J ~ ~ 4 ! ` rti 3 1 t t ~ ~ it t f> j 1 0 ~ ? ,0 1 l ~ ~ R 1 f Z \ o` - ~t. F ll »h,~ ' O S .4 I \ 1 ~ r~ `1' r(• i`,'.. v3 M..«i s"f ,.+w"'" rf 1 ;l 's ` y 1 k }},}q4 ~ q ,.~.,~`.y,,, ~ ,ti~~ \ ~q ` ~ L. j t f " s ~ /r ~ I „ ~ k ~ ,1 1 { C i i 51 t 'r~'` ~ ,I r iV ,w:vi ~~tl 1,ti f 4 ? s` Pt { l { t,l, i 1 ,f ~ ( f '^t~. ...,}",1 ~ r
/r / f 1 ~ "v ~ I ~ j a ~ "ti ~ u., ~j. ( "r a~ ~ , ' ~."'y f-y t k ~ ,4.,,.~~ r t~~. r ~ 't' ,h i~ e S~q r f ' I ~ r r r' r ltf slaEi..'~~ O
~ ~ ~i > , ~ ~ I 1 o i ~ ~ ! ' 1 rr / """lq S 'r"' ~ k i`;_-^+, r % r i ~ i It d n ~ /f 1°F. ~ { ~ R i ll ~ ~ t f f d ~ 2
~ ! ~ f~ { r ~ Y ~ 1 _ ~ . ~ , , r'' r".~.~.. l , 11 11111` ~ 0 ~ ~ i , f r t ! ' : . a .1111 1 ~k, t ,
~ f rr ~ i 1 S? ~ 1 Y i ~ f ti~ t ~ 3 r ~ h ,r , ~ w, ~ ~ ~ ~ 1 1 t I . ~ , p , ik ~ `~y .f ~ : 1 1-- F-- O V) CJ W W N Q W
1 ~ t p ~ ? ~ I s ~ 's t ~ ~f r ~ ' r' i a r i 1 ~ ~ 5 \ ` i i t ! 11 ' 1 , , t ~ 1 P,+. , ~ ` ;t/"!f .~~~^re^' 4'-',~ \ ~ , , ~ / ~ , t ~ ~ l 1 ?'~,r~ 1 t ,r' .r / tt. , 5 '-r t ,V , , A t r / %'r?[ 'y`am 5. ~t,Y L ~ 1 ` ~ t r 1 Y'• }i t 1 . t; `~`'^v y" ~ C...~.r.-.., ~.,a~A"^'C. 4~ 1 E / •lJ 't \ ; ~ ! 1 , ~ ® r'. f:,si1 i f , ! ~i ~ ~ 1 , ~a'>,,, ~ 1 it ~ ~ 1 , f; I ~ 1 ..r' / ' , i ~ , , , a # 4.. '"v ~ ~ V s CL 0- CN ti 1 k ~ ti
,r
MI : h`" 'w ` ~ ~ A ~ ~ " , ' ; ~ ~ ~ ~ ~ f c: ~ ~ f j h tit ~ 1 „i h\ 'a ~ / ~ Y 'v ) ~ ~ \ v ! ~fl' f ~ e c = '~,o~ rl 3} . i j ~ , f '.A ,.,y •~i A ''y h~ ~ \ q `i . ~ , : \ t , ' \ 1 ti:', ar ;riY1 , '0 ,r _..,-~.1k ~ t t : i j'y~`-'-, ~1 \ , 't l } 1 ' \ ~ `~y N 'D ~4 L O /^h
~ ~ ~ I ~~~"v. ~ , i z ; 1 !"''t ~ 'S A v r v ( ~ ! i'i"` tti~, ~ I < ! ,~~1 , A~ ~ . t ~.3 1 1 ~ l ~ ~ V, A.. . ~ ~ , ~ ,r•..f r r' / r ~ ' f;g ; 1 1 ' 1 t i ii 1,. ~ • ~ ' a t , 't , r. ~ ~ , , ' , , t f~~ 1 i 1 t~ f, r~ 1 r: TN 9 t ll~i,1 {i i~'~,~ ',4 ~ ~ W z D ' Cr1
ti i' I r f , , ~ ~ V f ~ t~ . , Y ,r~ `.,~d r!' "-"y k ; y ~ 1~ i~ ~ ~ ~ V ~ i ~ 4 l\ . ~'V ~ v. A } ,Q . \ ti • i'.^ f / ~ 1 .'j 1 ~ ~ i' rtc/ : < / f' f ` k r r' / C: EkiP k i e §p t, . \ ~',A ^t i \ ` ` ~'t ' i r i ~ti: • •'ti4 II ~ U~ r~,,r 1, # } a.:i. ,flk,!p. ~ t 1 `~,A~' ~ :0 ~ \yo. I l ? f J rr' / .l i l r, t:. i~ / ~ r' K tlti~{,~ ~ ~'4 ~E {Ef \ ,t~ ~ 1'i + ` ,~S ,``n\'~ ~ ,4\ t` ~ ~ / T r I / f~ ,.r:.., f,~,,,.. tyt~l„ t , ~ ~ ~ I! ~1 , l ,i , ' ~ \ 0 V) LIJ C) LLJ U)
..yh 7 / F r/ j ri'. f J / ! F lVM AV ? / i ~ 1< jt' l ~ ~ y'V ~ r I < ~ ~ ' r / r l i i t 1 ,ii t 1' ,i i ti f 1' t~ !!;`I t t S i ! t \ '\4,,~~.,, ~ y tip,, t. . J`, ° f~ r f~r rye r' f;, ° `~'~'t ~ ~b.'`,,af r' l " r' / ; ~r ,~I~i ,i :1 " i 1', j~ d d~ ` tP \ ~ t ` \
~ \ 1 ~ i i `1 h ~ ~ t ~ 1 F ~ ; 4 i t ~ ~ f ~ l 4 ~ r r' ; °'ra~ ~ ~ ~ i ~ ~ f ~ I , ; 1 , , ~ ? ~ ~y 1 , j ~ t ~ Y ~ \ A. t r" f~ / . rr J",r `r I z^ti r r"'r l~ ,/rte ° "1w ~ ~d' 4 t .,t~~ ~ `t i ',i i~ ~ ` t ' d Y ,,rr"rf` f` r! l/ rr d i {~4 ~I t liP.k :S~ ii t~t l 1 '.j R 1 L v\ r 1 / .,r; , ~ , rf F ' r r i r ~ ti. "si ~ r" ,r r 1 t' 1;i 1 c ' r l i, r? i ~ ? l ' ! / 0` 4 `I ~ ` j, _ 1' t ' ~ St f ii k} ~ ; t , , t ~ ~ 1 ~ i r % r"r / f , ! r" / r t f f i ~ 7 l 1 ~ ! t " r ti ~ U) O O < W W W or_ cr- w z Q
i l ~ ~ E ,r.~' I ~ "I ' p ~ F ~ / , [ I , . 1 p) i ~ S 4 i i1' T, , v '4~~ ~1.. \w. r f k f : 'k, } r" ! r f ~ l ' f SP `t'' ~ ~ / kr .~1~t~'~ : 4 , ! s ~ ' ~ ~`1 i (1 4 ~ k 4 ~ \ 'e ,l,f ~ r : r v ? 4 x A r r r r<' i ~ ~ ~ } 1 1 ~t 't ~ ! ~ ~ f r° r' r i ' ~ ~ II / r <g ss,; iii-'i + e ~ `i~ CL CL 0 C.3 D
~ t , ~,A r~'Y , I;I' . ~ ~ ~ ~ ~ P`w :t ~ e l/ ~ f"~ , /P % r j f ,frr'' ! / / ~ f~ ' J ~ ~ ` ~ i<. r .I 'f ''r~~~ ~ 1. it, 41S. i f t ' t ''t ~ ° n ~ ~ : / ~ / ~,~'`l f .r` 9 i i i tt. 1 i ~ ~ i L / ~ e ~;4\ .Q~,~ f / / r r ~ 1 ~ t r ~ i ((I l.1!' ' x s ~ ~ ti~,4 a~ 1 i ' 1" } 't ` ~ ''ti.. , r~>~ ~,e O~ s F ~ l f ,%i I u ~ 1 f . r. F. f k ~ r i ! ; , ~ ~ ~ ~ g
Y ~ ~ ~ ~ , + t ~ a ~°I tw, t \ Nd' ' ,r t C , 3 t _ , , . /'f ~~y... ~ , : a , , , j) t , , I ~ e v SSA. i t F i l r ~ ~ II r f, I , r, k it i, f y, p f. g b y~1yu ' r r ~ l J~ 1 ' r a r ~ ~ r 2 f i. P i~ i J t s °1 ~ l ' t E l i C T, "r 1 i 3 'v,`~ ~ f c ~.J r, t` r ~ 1 i ~ r ~ ~ k t ~ ~ 1\ ~ l ! ; r ,7' .l't'; . 1 1 t ' •.1~ ) 1 : 1 ~'B . y~."" ; f I r F ii r;,f`^. ~ r`>~ ' y' 'i ~t ~'1 t t
~ _t t ti 4' , ~ , ~ ~ ° ,a~ , y ~ f 1 ~ i - ~ r ~ ~ ~ ~ ~ ~ „ ; ' t rl • .P'~" f f / ` ' ~ , r , r v / 1 ? r I ~ v~ ~ ~ k , ' ~i f r' , ' r , k `'`'`~s/y , ,G " 1 / f ~ 3 t'?I f( f ~ ~ 1 J / f fl ~1~'1 ~ t. J .^r~ / ~`~„~~p~~~~(/~',~~,'~~~/~y} l / / i 1 "'~,1 _ 1 ' ! 1 j 7 ; t f j 4 ~ +l r ^f~t`~.'ti t t , t ~l ,/Jfr ~
r.~\ h l 1 r ~ t , ~ ~ l r ~ ~ ~ r , , ~ ~ ! ~ , I ~ I , r i I ~ i~~ . 1 ,~.,.r
~ ~ ~ 11 ~ , t ~ ~ ham'"" l ~ ~ ~ ~ "`e~ J,'` ~ r `i i 1 } ' ~ fAr ~ 1 } 't r ~ P t i ~ ~ ' /11 r r,,/'. r t , , Ij t ~ ~ ~ , t a d , , ~ ; ~ i i , `s i / > ~ , S r , . i 4~ II i ~t a i ~ ~ ~ r ,f r r t j 1 V f ~ ~''/r /f
~ ~ l ' ' 1 ~ ti. ~ , ~ r , 's i t 3 I i, i ! ~ ' . ~ ` 4""""~ ~ i ~ ~r. I rs' (t ~ I,~~ > t } r y ,M ~,'r'" ~ ~."w`....,..-Y ~ , I t I `'s / f 1 ~ ~ 1..- ~ l ` i ~ > S ,;'3 a 4~~~t ' l ' , S r / a ° r' .a-~~~ a ,r ~ , ~ t d / / ! ((~n i I ~ ,1 (i ,r y ,,1 V ,ter'. lr [ r:G. , i I ( { / I b , 1 j \y ' .a:: ^r Y r ",,.~y~„- r
t , A , 'v r,~ ~ ~ ~ ( 5 III ~ ~ , ~ 5 . 3r # {t ` t ,.^,-r'%~ w...=~=: 1. r "l.. ~':1 r t r" r > ~F ~--"0~ ~ W ~ .-~>r~ t q K r y 1 ~ ~ ~1 1 ? t' I M.r y f k ! ~ ,,~a 11 i i13F ~ ik -~s!' / ~ ~e r,r ` \ (i /A / 1 i t t ( 1 I ~ I " M I iI f f '~"w~ 1,.,,+"." .~~f~ ! ,r .Y~ Vf
, ~ s ~ . _1 Y ~ , ; , 1 V ! 1. i v. z~ ; s , \ 1 A ~ t , ,:~,titi fl , r l ~ i ~ 1 /ir t..~„~. /t;, j3 } ~y~ f' ~j~/ „ r .i , 'v, \ r ; r t ! , r' c ~ ~ I , t 3 l r/! ' - a , 35
. , - , ;w , 1 ~ ~ , , ~ , ~ r . J . f .;7 . 1 'S `t i ~ 5~ / t~„ 1 r^, I ~ i ~ ~ Itt , iu F! .d r'"-"«-' "^-w,M„ r\ ~ J i~''• 1 ~(1, ~ ~ ` ~t 1 f}(} ~ rf/ . i ~ s f ( r r ~"~-M:,, i " ! \ 'k•+' \ S It p~ / r ( f ~ t, ~i ' '3 i{ S l ' ~ "rte J S ~ f 1, c j ~ E ~ J r" rJ I I ! k 1 ~ y-1:.-"' \°--'r'y_../ ::..~-'-n,., r %~,,~,1 ~ , y r , ~ 'I r C ~ r- r; ~`if f ~ ,I ~ ii ~ ~ m,~:~~~ a.l'
~ - l ~ . T ~ ~ ~ \ 4 f k i ~ ~ ti:. Yf. 4 ) ~ i v ~ ~ III ~ ~ ~ r ; ~ i , k'i , ~ ~ r, 1,J t I ' r I ? c~ 't l ! i' 1 I ~I ! ~ ? F 1 r r , t ; t1+ «ty f r ' ~ ~ w_;-"'~"~`"`•,. : r Y~ ' r ~ ; f II 1 I / ro k { f ~ ! r^ i 1 .r~^. ~'v:, f' 'i , ~ F,, Il' F" ~'.±~•,t ~ 't t J' '~w ..M^'` 1„ a^'~ i ~i r,t~> ,l`. ty 'i / .t : ,J 1 \ j ~ ; ;~\+,,t ~ ~ L ;;r~ f I ?6 r r, ' r ~ i : t ' }k {
~ i , ~I ~ t i 1 ' l S ) ~ fin.: ~ i i / t' i 4 ~ ~ .Y - 1 ~ d fit, \ hh r \'f ' ~~.,.J i ; v ~ r ~ ! ! 1 1, s 1 , ~ , : v t ~ i ij' t t r r : , d~ • k` ~"''V } t ~ 1A ! ; ~ ~ ~ ! r ~ I s' d 0~ . ,'tr ~ ~ : tip: t s t ~ y ; ~;r , ~ t ~ : ,t i , !r ~ ~ l: ~ ~ ~ ~ ~ \ \ , \ , : ~ ~ , i N SED1 EN">r ~:TR ~ f1 ~ t ,1~ ~ ~:,-w.:.s.:. ~ ~ ~w~_ .ti ' r`. 1 j { r / ;r~}{.. 4' _'q'', ~i I~ I i ~ t t C~a' ^s i'1 ~1.., l=
~7 1i i f„~~'"~,.*~~` / f :''I I ~ ~f ? i ~ / jr. a.t s ~ , t t l \ ,V~.r..' }ice .,.'"::±`:r,~ ~ ~ 1 r1 t, ,f f/ 1f i~.. rH` r t,~, r 4 r t l it ~1 1 E •~t ~ ~ ' t ) , I l i / r ~ .Ii € • ~ ~ I I I / f I ~t 1 k t: • 'a 1 a.. .w'~:-w.;"`~.,, 4< , r , . , h ,fr , I f //.,~C`. t ^'a~' , f. 0 / , ~ I ,le . } •S(~ 4 s} t ~ , \
~ r.,. '0'~ - t 4 `q, ~ 1 ~ ~ ~ : ' , . ; ~ ~ / ~r l ( ~ 3 % r 1 h' ~ t `1~``, 7 / t \ ,Gl 'a 'r % /I 1' E l r ~ ~ t` i ~ l ~ ~...,-,--r »'"",w-„^.."~~~ 1 ~:~1 I 11 :•r l'/~ ~,J' h,. ~:0 - f ~ ~ ~ I rr` i S~i' !tn 7 5h''a~.,_i"•' -"-_E.t' Q N,
y ,31 ~ hti t , s... F I f t ~k ° \ w.. l' 1 , r { ~l l I ( l i i yip . E _r r ^r` e. 1 t . f f'„r. ` i i,~ t d1.. `y { / N ) , 5 , i k t w...,.,-,,,,.. . frw'-' \ y~ o,. ~ ' j ,
~ ~ ~ Y l , -.,~y ~k , A ~ ~ sue,.; ~ ~ . ~ .ti ~ /i~a C..... ~ 1 i t r , r t ~ ' /1 f ~ / , ~ ti 1 ~ 1,c ~ _ ti E j r' r' t` i , `t a 4 ' t a ~ i' i~; tt i' , i Ott ~?r.-~'..""'~"~:;. ~ 'v`. 'v 'v^~,
J f ~ ~ ° ~ ~ ~ } f ~ i P ~ , t I ' . ~ ~ 1r 1 E : ( ! - , \ 0 r w ~ ` ' it .'O 4 t 1 ~ r r ~ ) i i ~ s t k q ! 1~ Gq , , v it ,1~~., f j i 'ti ~ \ 'ti ~f ~ i, t j ° f ~ t i ~ t ~ f i ~ t t 11' ~,~°:'c,\ i' \r. \ ! ~ - i u ( t, i i ~ I ; Eit a, w , r ` 'S. 1``~,.. ,;'Y + ~ ~ k I `tip c, ' ~ j, t I~~iJ ~ - i 1 ' t h~-w_ O Y \ Y ~ e
~ ~ Y , : r ~ ~ ~ i r : 1' ',7 . F r , 4 i ( r ~ `ham e.~ ~>~y'tis L, ~ , , x , i; . ~ , k' ~ ' ~1 ; ! I i ~ U ; ~ ~ 7-. / ,r ? f I : ~ , l r , + "P.!, '"~w'''^M;" ~t i ' , ~ ,
! t. ! i \ ° 4 .:'f\ .;`~.,~,,'\A Y r ' ~ !if' i / \ ~ t i. 1. ~i / r /'~,c ,+t ~l r , { .»r,.l tit r~ ~ ~ > r j.. r' s., } Fitt Y ~ i ~ \~\y.w. g' \ w r , , - ' Y. Y mom
, ~ ~ i 3 III ,~y, a~ ~ i ' , r ~ ~ ~ ~ ~ ti , ' • . ~ t ~ i s > r J i t ' + < . , , ~ ' t /,..d y '_I - , ! d„r,.... - ~Tt ii~t t~ If ~ i.. ~^o,,,~..;~.~'~• ~
{ ~ % n f T Y' + ~'k r y~ ~r;, ..__.,s', r1st1 jt a e~~yj ~r,, ~ \M~\ i~`'.6~^~~~, ~,,d;t ~ r k' rrr~,r ~ .r } ~ t' " k o 4;~ i,k ~ Av~~ti {J '`v ~ ' t r / i ~ lY I _ ~'i's ~.k l ;t 4 ~ ~ w A'* \ ^ t ti / t tIV` ~ } y t \ t'~\ fir,' f \ I 7 \ t I ~ 1, "'1~~,:(? k 1 ~ ~E ~ Y.~ 5 1 \ 4S ~ t \ ~ ~t t l~\t• ~Li ~ ' i
rr ?'"s'°':" j~(`` `~i! j} ~ ,l° a.,t14 ~ Ur{ "-rte k ~S iii ti`1 k \F"~,~ '',ry..; r 7"r i } ~ t t1 "'^'"^,l A f k ~ , .,t6 ti, w„ b ~ ~ ~ ~ t i : i k , 5 i , ~ ~ . e-s 1 ~.t`1 i 3 i
/ , rr," `l~ ~ r'' ~ f ~ ! ~ } Ate`--•~`'• .`v °4 1 ~ , t f , 7 r s^" ~ , r r ~ i / i`k t,y ! i, t k 7' \ \ , ' ~ ~ { t S I t ~4`~ .'s r k ~ / I I ~ ..rr' , , ~ t f ti ~ \ ` \ i l~ f .7 ! r V t 1~t~~'~~~'•?~Z i L e i f t f t~ %:1`t~; i4 I jlf(fxt ;1
J~ i ~ ,.r ~ rr" J 1 ~ t ~ V `fir kT . ~ ~J , < ` .C ! f S ` \ ~ t;' I ~ I yr/ r t 4~.Y '`ti , t`,, ~ ~ t, i S S J` - r / ` 7 , I ~ I " J ..r'i,n'' ` S, 'S. a i ~ ~ , x.S ~ ' ' S i 7, , { ~ o i : ' h 7 „y`' I t j r'.^.' r 1 t i ~ . 4 , tli -.,.""ti e ~ ~ } 5 / y t ~t , S ~ t r' ~ t t I r.,~;,;~ r.;• " ~g ~ H~ ~ ~ F f y\. , t 1'4 ~ t ti ~ \ ,;,J u'~f - '11 ' d' ~ ::w- 'r" ~w.,a: a ~ k:, . v+^ BAs l t E~,`q S• ~ ' 0LU
r j ` ' i 3 s ¢ ~ s ' ? rg .Y, I .r ~ ~r,.?~ d tl i j" ~+i t. ti.., `v. n \ l~ ~ ' 'c 4 4 ' a i ~ ,4 , 4 , ~~e b~ ~ ,
J{} ~ r ~,Yr. ~,,,~n , $Y r - 7, f r ~ ~ 11 (n j ryY ! > t \ r, : ~`v r.- .,~V ~ ~.,w.. i I) ~ ~ C7 r ~k i 1"~ ~S4 ~ 'o,' a i'l ~ 1 k~ ki~ I i k tti' t /rtr'~..,ti,~ ~ /~',/~~.r"r"'.° _.N..... :-.it"ww \ ~ ~ ,"f.~ t1 ~ S I'~,..;J"' 9 } Ea ! ,k ~ I ~ , 1~ r ,A', \ t t i, '1' I,
{ rk r v.~ ~ ,,r . ~ r,,-.--, , - t ~~r`L" t ~ t ~ ~ k I t s Q f r - e '7,.`` i [ ,r;,°^''a ~i:,.. t { k 1, ,,''e~~'', '^~`V ° ,4 ~ t~' p . k t. , ~ 1 i f , . ~ i} , , , i!+, 2 .iii
f r"~ j `^V. ` t f j , } i ~ / ~ r r'~ . f i i ' i ~ ~ C' ~ j~`. ~ s ~ 5 ~ . ~ # u t r ,..--.k, w` ;~~rl t~µ ~ r„'. .e'~ l~ f .rJ ~M ....:w _ y`... ",...,/r., t 5 ,.i.-i, ~'it,t ~ `i ~ 1 `'l .i. F ii `r! t', ~`r y wry' \ `'r )'`f r ~r .1 :l i'~~i ~ 7.7\ ~t r-^•~-,r•_ P, i I `"r r~ ,F'' ~ ' ~,r~-~-;_". ti r' } ~ `-w." `li i 't 1y } !t ,w , \ \ i ,t. °i J r ,rte/r. M.-•„,~' !1 ~~~I'~' .'t~, ~`",•\~',y i 11,Y :9 j 1~ , , . 1 ~ i ~ `t 2j{}i}}yy ~1 I!PJ}9#
_ , f , f ~ ' } 1 Y ~,.,„d t 1 $ ,r l k ' ~ i < ti ~ t ~ • k ' f 1 ! t t ! f , M .,J.., r . ~ F \ . jj~ , t t.i d, , ~ t j / ` l ;.I ~ Y ~ r l t' s ,'i 1 ~}k, ~ t,: P >3 l + f f rr >I ~~rv"" r,. yy i y~ 4'ti~ ~ (>}t it I r r{+ .c .u" ~ r i , S` s 1 f t ~ 1 ~ L...., i, , ~ i,~. i Q~ I 4 s1 kl t o~ t i ~ 5'~\~~ t , Sa ~f~~ ~i' 6! 1~ . ` r~ t ~ i 'E , i ~ ~ ~ ? ~ i r i ~ 4 ~.:t„,,,, r _ 9 y l(, ~ • k 1 t.~s t 0~ ~ ~ \ t t ' ~ ~ ~ ~ r ( F ~1 ~f t lr~f r j sl ~P ~E ft i if r t: ` 6 1 ff
i w. { i ` ` / ~`'.,a ~ ,1 ~ ~ 1' j E` ~ i :r ~ ~ t } ,;t"~'.: ~ ~ ~ t •s' } ~ [t 1 ~,y t y~. ) t ,.r, .f ! `t , r D J ' ~ w t.. a~,k. 31~~ .r t ~ t 7Rlt t.. t ,,,',k t s., . { ( ' ~ ' r o ~ i 1 i , ' '0 r",._ r 1, : ~ ~ t , e/ ti,..M., I, l . I ~ ,k ` ct ! r i 1 t~ & t 'ftl{~~13i
r~0 / f ~ t\ . r'., 4~ ' ~ i ~ ~ s ~ t~ ? , f. - r' r : / r ~ t i rAf i ~r ~ Y; I,} ~ t 1»i ' t ~ t.l'4 ~ : 1 0~ 'S ~ k ,1, t i2, ~4 Irp i. ! t yfM_-. _ ~ / r >rl ~~>r !r. !i 'rk vt~ 1 ~ 1 s1 4j is ~}E 4' ' ' , ~ ~ ~ ' , , t . ~ ' 1' , 'A.~ ~ r , ' j } i ~ r 1 i` i r ~ / { 1 f c',,i., }1 ~ .Y ki II E~ #j~ i ~ ~,.r..s\' `~y\ ~,..Y ~ t' 1 i 1 ! i - / r l ~ s. ~..1` ik74 `;fit , E{9 b~ .,~~tj .k~s !II it' t d~C jy( ssrr'~ g$f(j ~t . Jtd i 7tp tot S 1Z
- y}` yA~ ( s~\\ t \ ~ rt t 1 ! ! P ~ ~ r s 4 / I~ r J ' f' _ ! : ° } t i ~ t1 ' It { `l ! i }t t~ . A, ,I \0 ~ t .t1 1 ,,...-;M, , .r-""", ( - ,.5, r~ .m ti,...~, ~ ,r~ 1;~' js a s';ttl', ~ ~I,,`„ i;:' k: ,k~ ! ~ SI ~ \ ~ 1 f ' r > d l ~ J / ' t i k } t f { i• t r t.. )7'~~ F' '4 l t _ Y A~ _ _ s 1~ 1 S". ~ •~1 'j~ ~lif ,tl g- 47 ,4 ~ , , ,
. ~ { ~ 1 Sri' / mt'~9r , 9 t , s F ",r.l,r~ i ! ~ .P' i ~ 1 ~ ! ~'~1, ~ wt s^ / J ~r ~i ~ 'T i ~ 1; si!' ~ y1Ei ~i `4 i t ~l 1~ } i y f f+ yr; / , j' ~ t'! \ t ~ t t(:,{ `•.ur'` r / ! FF `~y t ' l ~ r k ~ ~ ~ 1 (~F L ti ~ 1 Yi ikf~ ,+t! } :t ~ ; / /r t ~ w tt tr' r"~f } f'~ ~t ~ ~I ! r" ' t,;~ I,~ ~'j~~ r.; i'sg,I,~ i, z ' E f ,1 ~ t " r. S % ~ ~-:k 1 +a' E :fir tt~, ,e /f~'/,' r `7 : % a r 1
ca u~ ~ ,'i- ~ 1 r~~ ~ j~ ~ ~r ~ ~ r ~ , k / ..~'~;i:'rvs'~1 .t~ ! ~ itltt;t,f t ~ ,I''~tt{1.' ~ ' ,/,.r~, , ~ ; ,.may t, .
r,?~~y'' 4. ~ r,, t i , ~ l 'r f ff ~ .f / """'f .I / f ~r I T.. t } j ti` 1` ,y.., ~ j ~ r°
~f t 1.
~ ~ j , ~ , F } t f/ ~ r :
~ + i E. r ~ ~ r ' ~ ! ~ / r~ : ~ ~ r , _ ~ ~ r' / 1 f. ` /r r/ : r / r'~ ~f r ~ r'', r E~ 7 ~ 1 , !i t ..~''~`~.a``~ ~t'' .,r"' Wr ~ ~ W r 7 + r ~ f~ f'i't; ~f / r i ~ ~~'f ~`I} ~r~% +rf ~ ~ t rjr f rf -
~ % / 1' f 1 , ~ r f ' ! r r rr ~ f ? rd r~ 1/ I k r r f f ~ r 1 ~ ~ ~ i ~ ~ ! / ~,w;f; f : : , r l ~ ! f ` f' + l Iffy 1 Er ! r p ~ ,t f ~ t..• „y- / It i ,1 s ~ ~ , v.,
~ ~ i / 1 ~ a'` ~ ~ / 742 ~ f , r , r ,
r { v t{ err E V( ~ .r!.~.
\ f r k~ ~ i { ~ r J J ~ /f a ~ h e ~ `r;1, j i ~ , 1 ~ r;; , J Y ~ ~ ~ ~ } f ~ r 1 ! , r ~ ~ ',r -r.;~~ E ! ~ ~ ~ i' 1 ~ . , r ;fN 1,~ / , p ij i -t~t t 6? f . V A ~ ,w' } ~ , r ) , r p f ~ }j 1 v, ' ,,!"fir y,~K Q o
1 i 1 r~ „ t , ! ~ / f h ; Y t ! ~ ~R P c ,t , I ~ f ' F''r r r f , r r~'4 s . ,3''
tr all= II
~ { l l 74 f r d I rh ( c (c .'I `fit y + /},r i/!- r
r ~ f Z 0
I - fA ! f . t E4w 0 f + M Z 6 LA
"'A"A If r / / r l S ~r 1 t r:;. z LLN t%)
01 00
J Z 1
r i Z/Z 1_x
r, LEGEND tr w
EXISTING CONTOUR PROPOSED FLARED END SECTION WITH OUTLET Pl N OUTLET PROTECTION Q aj W
I! Oa> F
oe, f 1 rk F.. r• ,~,J EXISTING STORM DRAIN PROPOSED INLET PROTECTION 1P--6.52 1 1, g r f f c i t 1. 1' i• r ,r lIP-6.52[ t Q a Z
r r , f r r2 r f \ y. EXISTING DROP INLET PROPOSED SILT ENCE SF-6.62 it t
99-° PROPOSED CONTOUR '6.TD- > TD-> TEMPORARY DIVERSION DITCH ITD TD--6.2(3 X W
,,.-,700--' PROPOSED INDEX CONTOUR PD-> PD-> ' PERMANENT DIVERSION DITCH
f > a xk TiNG+ Di T BASIr f C~XS l rr / r A ~[y, ; ; ; y !/,t, s~" ¦ PROPOSED STORM DRAINAGE STRUCTURE PERMANENT DIVERSION DITCH ID D
i O ` i /r1 , Fr, .,i ,lt,ryJr \ rtMnMV wawarsnr Z N
v, A OF--D 4M = 767 , ` / r~,'; PROPOSED STORM DRAINAGE PIPE PROPOSED CONSTRUCTION LIMITS \ r f, / f \ 'SE,O` DAkA PROPOSED ROCK INLET PROTECTION FUTURE PAVEMENT U.f)"
1_ jr r, N)o -PDT < PD T OF,P L' 198 '0. 0
7~r / Y TOP FAi' •,•:~.%:?r.,"., ,.::,i . 4 ^ TSD TEMPORARY SLOPE DRAIN i_i.j
r s JgIM4NS~!Ot~S: 1y560 x OQ x5, FT,, Q
z
NOTES: DRAINAGE, E&S CONTROL W J
1. PROPOSED CONTOURS ON THIS SHEET ARE 4. DISCHARGE FROM SEDIMENT TRAP 13B SHALL BYPASS tu~uirii?irrP® 1,, t i r r r r iA-
2' INTERVAL CONTOURS. EXISTING CONTOURS SEDIMENT TRAP 13A. 1C 100 50 0 100, 200 300 d < ;
ARE SHOWN AT 1 INTERVALS. r, SS / . A W UGHT,
2 SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 •Q i r • •c~ SEAL
FOR STORM DRAINAGE INFORMATION. (/~~/~)NSULTAN q = _ = ENGINE JUNG & PLANISMG VY K • a ' SCALE IN FEET 13 26421 - vSULTANTS S HT. 69
3. EXISTING EROSION CONTROL MEASURES SHOWN. p ° 4 V J. as • ~ ~ 4944 PARKWAY PLAZA BOULEVARD, SLTM 35C 1 =100a - v '•.F w .,N~ ; •.N ; S IM 350
WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE HDR Engineering, Inc. CHARLCYM NORTH CAROLINA 2817 ? t `t L of the Carolinas A, 2821?
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. D , G b PH(JNR. 74M4I607'0 FAX [phone]W A o K E """III r + 1' 426?-6080
• ® www.talbertandbrl9ht.com 128 S Tryon Street, Suite 1400 Charlotte, NC 28202 OF 140
- - - -

.r .w....
_-""~~._.M.
1 . , _ , ,..~~-~..T. "e~~, :r,:. •'"`x~"._.--" .....-.-....,fM r 1 w~.-.--::S, M,.-.,.,". ~:".-.;-.,.:"-~~,,...,..I w"' M•,,,,~w„,,.,~~..,.. ~W .uM,.,:,,,..'~.::.'.-;,,.,:" ~
C, T PR T CTiON ! r ~ : ~ ~ ~,~~w__.._._~-µ:~~ . -M~,~~ EXISTING CONTOUR PROPOSED FLARED END SECTION tMTH OUTLE 0 E = . A~~-~--~_....._,. _ - .....M i T,. fill W 91 ~@~g y { ~.~-r' t
PR TECTION _ ~ a - ~ ~ EXISTING STORM DRAIN PROPOSED INLET 0 IP-6.52 J ...ry,-• '-Mw^.` ...4.y4Y'v'~".",~ ^ „y,,. _ ~'~+~-.^^'".Y."'.w-+^".r~.+„' . prY'~" ~.w...,,.+.. 4M .F"~ .r*"".r / .Y '....-""'n.++r^^.^".r "..~'a.. ...'nom. "r. 'w"'r~ .r«."""..,.~. cc ~ ^ ; . x. r~.- ,R _1 =a~~. `may 6~` 5.35,.'"• ~ l r.'''„% s'•..r
w. m, .w ~ ~,~::~:t~".:.. "-`-`:~"`„°'sa.~.~c. e:-,s''~"-`M„ / _ ,J w~,..-_.,_..._.k,;:.""".r`.• ~'.k~. r~,.M';i',..-~-;:" s _ r~f + ~ / ~ fem. ~r•,/`?i =,C:a,,~.=mar . _...J.,..w- nxct:~'~+ - ~ .r° t y 1 , t , ri f/,
EXISTING DROP INLET PROPOSED SILT FENCE SF--6.62 ,..,~....+-..,~1 _ ~ ~ r 4~.~ H J ~ - '"~4,.w ~ ~ ~$i y / F 3 i i I f ~ ' r'A r~~~~
99•--~''` PROPOSED CONTCIUR TD-> TD-> TEMPORARY DIVERSION DITCH Tp--6.20 . ___.n.._.__~._---~Y.~- ~ _ - m~~ ~ W-.• . / J ! _
700--''" PROPOSED INDEX CONTOUR • PD->• PD-> • PERMANENT DIVERSION DITCH ~ ~ ~ , ~ w. .r ,...v,.., _ rr~
PR P T AI A TRUCTURE Pf PERMANENT DIVERSION DITCH ID ~ y ; i _ _ - ¦ O OSED S ORM DR N GE S - t.~_.A.... ..~-.":e. .M r.~ _.r T „r ~ ~.°5, i i t ~ w7 . I ~y ; t j\f r1
PROPOSED CONSTRUCTIO ~ww...r..¦~ PROPOSED STORM DRAINAGE PIPE ' . M'"• _ _ ,-.,E i +,-_c, ~ , j i ! i t . '',.1 ~ t lp, r ~'Jr ' ( l} `t ~ ~ ~ r r'=„`..- i ~ .....-r, .....,ti;;- "'s7 tit i-~-i-- r' i r t x 5 ~ x r .`j ° ~ x r
FUTURE PAVEMENT ~ ~ ~ PROPOSED ROCK INLET PROTECTION . _ , ~ _ M.. x ...~r.-- \ 1 x . ~r . r--- z
TSD TEMPORARY SLOPE DRAIN - ~ MJ" u..r:;- ~':.sY~" ~ . Jr Y~ f `i\ ~ ~ r tl `t ~x. ~ { i i ~ 4, ! 'x. t r . b~` , a.,.. t x r
, .x'71 ~ r.," ~ ~ . ~ " , - W
6>Z6a 1~~ r ~'~i r _ «...-_.W _.M1--r "'""'.r.-j{ ~ t`., .,:,L~v<v { ~ f` t x ~ E i ~ 7,0 O~ DPjM;1NIQ,7H 5 FT. , ~ .'0 ' , r ~,,3 : ~ ~,a ~ _ \ , B T~`4~1 E~1. 715,4 1\., ~ 4
~f. 856 2 ~ c'~f, .d. C'"`..._. ~ r t ~ , ~ t ,r h~ _ N~ INi IONS: 4X6 x4 ~T , ~';l`~~ ~-~,"5-r ~-.r,..~ ~ w~' 7 ~ i V)
, ~ °,r--,~-~~ _ _ ~ ~,...~r h,~` p~ e ~ ~ ~i i C '~~r y 5 ~ i lt' ~~5 F~ ~A,........... r.,,.r~' r^" r vi ` i, 'T ra ,r--•"'~~ % v't'~"` ; t 1 t a ~v^' , r~ ~ ,r n~~. y~ t ' i t r
~ y v,. v.. , ` V ' Y 4 f ...r"" 54 t ti's } .r*:M`^^-,'. "^•~a ? ~ ~.^-"i "'.rI"'ST ~ 7/' 1 ] f x 1 t 5 i r 4 x \ E rvy ~ V, ~ aww'~ti ~ ""..-r ..C's-^'y~,/ 1~ I.. ~ } cr a
~ /f~ r ~ , I r c n , t ~ ~ ~ i v ~ ~ t _:-7P~ tit ...~.,,~.-.~"..-_..~..-~^„r-' ~ ..v ~ ~ ~ v5 ~ ~ ~ v ~ ~ 5 i i 5 i + ' S x1 -Y-" "'."-""`^""'.,'"r,"-. ) hry„~,_,e ..V.r^` t * ~1, ~ s 11 yt •vA r b ~
1 ~ ~ r 1 ~ 1f Q ' 7 ~ f i ? ~ ~ x ~ ~ - f.'r~ ~ ' r.,.. ~ r ~ 1 . 1 x r,~~ E ! ~ f i ~ \x ~ P { ~ ~ f ,x s i
• ~ ~ . P ~ a ' O. 5 r ~ , ''i \ Y 11 \ f t t~iIiIII., w 5 i } t ` 5 3 ~ ~ J J~ ) i ! t LLJ
,y t t ~ t s ~ ( ~ ~ f ~ t ~1 t v ; i ` ~ ~ 1 r 1 1 ~ ~ ~ ~ ~ ' J` 5 1''~ 9~: ii C \ ~ i ~ ik'.~~ i ~ x t~ 5 `~i 5 4 ,EP ,1 ! ` f 7 , l~rr l s., ~ Y ~ 15 i1, i 'S ~ t r, J a I! x , ~ s r \ W
I 1 1 r 1 / 1 z ~ ~ ~ tt' ~ iy t 1 ~ I ~ ~ r E t ~ ~ t 1., E ~ % ~C 1 > t o ~ l ~ ~ ~ r 1, ~ ` ~ ! ~ ~ ~ ~ G* v i ~ z i 'S ~5 < < 0~ ~ i r ;'t ~ ~ S ~ ~ ~ t i'i i} ~ 'i i~4 h { ~aj ~ . ~ r i . ~ ; ~ '1 1 3 1 ~ , ; t~, ~ • ~'IVf ~ f t r ~ ~ i ~ ~ , `~~(~IS~NG ~0 K JD~M fx1~ ~ r ~ i P ' ~ P r ~ ~ tit U-i
' ''Y S ~t r J S la ~l x., 1./ ! . V ~ i r1 , i o ~ `'F!x d 11 ~5x r 9 , ! ,V, , ~ r 5 \ . 1~, ~ t'1 f / r"' i i I t ~ ' ~ k ~ i t `k! ! `7j t i, ~.,ti, ~ Y'1 t I d i , j ~ i _ ~ .S. ~ 5 ''~7 i r ~ t t . ~ t z~ a ~ t' S I _ , V ! 3 . . r
r 7 ~ ~ e r ~ ~ ~ ~ t s ~ tt ~ ~ .r i , ~ ~f 5'I`tN r 1 ~ , ~I 1 fr'' / t ' i ~ i 1 ` `t ~ s 1 ,r P~, :n'~~'\ ` ~ r i y ..,.tl ! i ~ t / rr iii` ~ .J lit i r P v, / Lr~il 1 ~ ~P ~ r ~ ~ xt y ix <; t S t ~ ~ \J~x,, ti ~ r( { 7 ~..t,. ~ 4 r ~ ~ f , , t ' ~ 1 • ~s ~ ~ L ~ > ' I d d' r' ' ~ ~ t l ~ i ~ t !I 5 ~ 1 ~ , l ~ - , ~ ~ : ~ n -4- Lo C-41 1
,r I ~ , ~ , ~ J ~ t~` n4{U ,~o / / Jr 1 f rr ~f.. .t r" i i 1 ~ ~ i ~ { j r !f
ro s ~ 5 i Kra`" ,,r° f f ` Fri ~ ~ f f'~ t i '\~7 s ~,;,ti.;~~. ~'4„~, \1 1 ~d f F 1 . s r' r r f Y /°x 5 k' tr j
t 44 f r, ~ 1 C) C~
i ~ S1 t t i 1 ~ `r S i ` f ,i „ f 1f / ~ ~ I ~..-.a,.a f'v~~ ^'"`,r 1 .4',. ' , ' T LO
t d ~ ` V ) µ tl ~ r'
t y 1 ,r ! ~ { L_ ~ 1 ~ ~ t i t 1 f d r'"~ 111 ~i r i r , ~ ~ r~ ,r ~ 'r .P' r f ~ r~ ~?t. t\ 1 x ~ S ~ 5 \ 4 \ , z t t i ~ f ~ ~ `i.`.`. \ '0,'\' ! 7r 1, 1 ` t s ~ ..w~ ~ ° ~ ~ i ikl', 4 3 ~`'''`n,•;,' M~`\''•~ w„~ i , _ l U) C)
i 1 P i l tt ~ i j j 1 V''. i ~ ~ 4 ~ ~ ~ , 1~ t ,.,.-.'"/,r-'~' w,. .r"".w- y,A ir,, ~ ~ i ~,,~,w 1 T i f i , i' J ~ c.--. _ t ~ t ''r^'-.. • e t z I i ~ `tea r y ~ A p ~ ~ ( r ~5. 3 r;. ~ ~ ~ ~ . _ 1 A , / x 1 0 `t r > ' ~5 ~ a ' ~ ~ ,1 r,
, . ~y k 1 \ \ { ; ~ 11 ~ r, / T-` M``..'~") !7 IF !r ,+'/(l `L'~'',,rr•^~•,- ~ II ; C 4 k - ' 1" ~ e 'S t r . ~ , a"~ ~ i' "y. ' '.N ~ „~1 A:; ',v r E t I' 1 ~ •t i ti ~ , i x , , ~ l r, ;
4 ~ \ t. 6 V { i Hwy.. ! ! / 1 P `w........ 't ~ ! i~ i .~^i:•'.. . i , , , ~ l / ~ / a ; I I~1 a I>. ~ ~ " •w°~a Q ~ ~ t r. , , , 5 f'~ r,{ ,l^ ~ 5 t 5 -S~ ''vy + n 's \ , , i t i ' t Tom" t+ t ~ I + ',~/y ` .r, . ~ 1 ? ~ ~ ' ~t r ~ t t \ ~~*v ~l ~1 r ~ t r f ; ~ 1 4 + ~ i f 5~5 ~ _ r ~ ~I ~ ~ ~ IYIf F f ~ ~ ` y 11 x \ ' ? t ~ i ~ ! , ~ ~r~•` W p m nW
M ` 1 * _r" 9,j J a , +l~ s 1~.z~ ; ~ i , I; , / E SASE OF ' r ~S l `ti.' x } , / ` t S+ 1 tt r"r. • ~ , , \ \ W..7.~0 y., 5 \ s , xx ~ ~,4 ~ ~Z ~ f ;j i i. i ` i k , ~AS~ of ~ x 71z~o t ` ~ ~ ~ _ , ~ ~ ~ f 'I ~ 4 ' ti. t ~ i r~ j ~ r i ~t \ i \ ~ ~ ~ 7 , \ ~ ~ n ~ t \ V ii 1 { F r^-^~ C~
~ . ~ f - t ~ ~ ~ ~ ""v.. ~ r `'"..,...w- E i 0 ~ , t „l t1, At t ~ S ~f r >~.-~,a~i ~ , A X10 li ,'s, f ! \ 1 l ' ' f , ,S, _ i ~s . ~ ^.e ~ a . "ti _ \~'x l ,xx` ! ~ c ~ i I ~ ( i r - w 1,a~ •-».ti"" O ~7F OL 7~~,4 i ff ,1, ' ~ t ` , f r 1 i ~ n s S 1 S ~ i 1 i f , 1~ f \ \V. .,~1x., \ .4 1 ;;l ! ~ ~ + # ~„1 ! , , ~.r ~ 4 O CJ M fYf I ~ ' ~ tx ,5 i j~ r s 4 © _ ~ , . s ` : ' ~ ; ~ !`x S` ~ j~ ~1~11, ~!a j 1 ~ t . , , ~ 5'~ 77 uj
r 1 l ~ +,,.s^ ..,r ~ !'~.~r" ~ ? r ; i t .Pt y t i i t ,E . . ~ 4 '1 ~ { ( ~ i 7` ~ .y~~ ! v l V ' l [ ! ! t ~ ~ :-I r f f~ ~ ' . i -."'w;', ~`1 'x ~ 't s , v 1 ~ 1' ~ ! , ' r e v } ? r r'~ n t\ e r' ~ h '\.e 1~ `1 ~r f i r f a 44 '4ti -ry ~ , r 5 'q :t. i f t i \ • fem. ` 'ti , 5 x ~ ~ ~v.,`''., it'~~ va , ~5 5l', , ~ ' 7j;; I ~ ~ y~{(}y~f ! ! 4.7: W. ~ r i y t , ; 4 , 7~ ` wM ~ ~ ~ 1' z ( f j P i l t r° l / 05 W O 0 aC W ~
~ ~ / 1 / ~ } ~.,~z DIMEN 101 = t 1 r _..w.-'.^" R,~ '".w..n + ~ 1 ~ 1 J ~ { f I 1 ~ ~1 ~,.F r ti. ' , 0(~9EN i0N 1 4 x ~,4 F \ t ti , ~,..r., _ ~ a ~ t ~ E ~ ~ ~ t , . ya_.~,...._..,,_. M ,.r" ~ ,~^v' x ~x r ' ~ i ~ s 3 2 i i r ? r / . , 1 ~ , fit' '..t', i r; i LLJ
Tt _ II , i ; ~ I~
~ 1 / 3 w; S i , f , ,1 J i ~ 5 ~ , ~i x • i r
Y _ 'i ~ ~ ~ ~ k ~ ~ r .ern ~ \ _ ; ~ • ~ t ~ ~ S , , i ! ~ tarn x 5 ~ , : ,r . , ! ~ ~ _ ~ ! , ~ ' F,
~ 1 r 1 ~l \ t is ~ , l it _ ~ 't _ i ~ ` T ` ~ ; , r 1.- - 1 . ~f ~ r ~ I _ ~ ,
/ _ *MrI . a , ~ } 1 - ~ ~ r ~ ~ 1 - r , ~ ~ ~ ~ i , : ; E ~ ',i i
1 ~ ~ 1 1 ~ ~ 1 1 / -~~r " r . ~ t F i , ~ . ' it ; -,~..~....,.,r---- f saw, -
f ~ i ~ , r } t ! , t ~ \ ~ , ~ l r , i i { is , i l' 1 ~ ~ •
~ ~ I 1`, \ ! t , 1 yy i ~ / 1' , 1 FF ~ ( t ~ . .
x _ "~~'.r.~„~,,,, , 1 t'r ~'t ~ ~ i .-~w.. ~ <R ~ x ~ ~
,v ; ~ ~i s x r v~ t i x , ~ ~ ' i ~ ~ ~ x ~ s . u -r-~;~,.~„,,,,,, _ t _ , F F o
i ~ i t i t E - ~ i ~ _ . r, , ~ 1 I \ ` ~ y : i _ E i x ~ l r 1
1 ~ j ~ , , . _ r , „1, r,, - ~ ~ ti. w ~ ~ _1 7,, r ~ , ~ ~ I' 1' .1 , ; , P - '4 ~ rt t 1 i, ~ ' " `.C 4 '1 1 7 * t of°, ~xY, S` 'S. :h \ i ,li { ~ ~ , i \ i
J ~ ~ , Z \ 1 ~ ~ t i L ` ; t ~ ~'h l 1 S , ~ t 5 ~ ~ \ ~5. ~ f t ~ i j r t l L ~ ~ ~ 11 ` l t ~ ~ ~ ,i t~ ~ti', x 5 4 1. ~ ~ :1 t f i ~ 5 , ; 1 i V j ~ , , . % r i 5!e ~ ~ ~ 1. 5 i 7. ;x r,., ~ ~ ~ ~•5 ~ ~ j P t ~ ~5 l , ~V A 5 ~5 ` y \ ~ I 1 F i ~ ; t ~ e. ~ 4: ~ war
,,P 'x~ t :5` `i ~ 1 t `.e^ " ~ ( r ~ _ \F~, .5 ,r t i4.:i \ \ fi '°1 1 , , x , ~ t . ,
' 0 E ~ " w ~ 1 i 1 w .r"'"."""^~,t•,~..,,~..-, 4 1 ''.1 "t ' ~ 1 it 5 S ' ~t`. l P d~ ~ i s 7 i P ` - ` 3 \ P5 y ;i 5 I ( ~ .t s' ;1' t\;, ~i ``'r. ! ~ . r , ( ~ 1 1 f '~5 ; ~ :cF t • ~ i ,
r ~ / t ,F ~ f { 7 t l l r ~ ~ ~ ~ ,1~ ~ ~ r ~ ` i I ~ ~ 1 I 3 r<~ j } ~,1 1, ~ 'r _ J~ g111AU ~ r /r ? ..i,•~/ yr rO, ~ i 1 I ~ , r j } t ti 1 ! t r t~' r _ ~ i ~ ~ t S i\, ~ 4 / r 1 I t`~ \'s\1E~.~ ` i, °t F ~j rft ~ 1 i - ''i 't e 'r~ \ t ~ ~ r w 1.~~4 ~ `mot"--. ~ \:~:t t {y: I~' ~t ~ :i r, ~ i ! !:i
f , • ~ 1 ~ ~ ~ ~ r . ~ - ry f j t r , ! 1 1 ~'S f ~ ,E x':' ~ I 1, t.,S ~iE i ~ r'~ ';r r" /i l r . I \ 1 r.' 1 , , ~ ^n [ t i < i r ~ ~ i ~ ~ i rte, '1 i ~i 1 t• f ~ r t. ~
l ~ ,,r w.. ~ i ~ . 1 r r ~ f 1 r ~'r ~ ~ t -w,, f i , ' , ~ ~ •t. 5 i i l ' i , E.~ , ( 1 J' i r 1" t [ ~ 1 P i i t C 1 / 1 I , , ~ f i t i ` 1 ~ 7' ' i. '.1 a ~ ! r iF' i t j t ~ ~ t. ,r', JF I , 0
~ { 1 3 j ! , d' i y,r ~.r r E i ~ ~ JJ ~..i' ~ ~ 1 I `~,r'~~-./ ~ , ~ s r ~ ~ FY~ if ~ rf ~ ~ ~ a , . 1 ' \ ~ , , 1 i s ~`j t ~ ! ~ 3 1{..a ~ t , t ~ i ~ l r' -'S / rr7' t ~ ~ ~ 4 V ~j ~ f ~ i ~ 'j t ~1~,~~, ~ 1 d , 1 ~ "i r~~ 1 f ~ { I ~ i 1 yc~+/ '1 } ? ~1 ~ i mom /Jj
/ t 9 f w I i Lr. ~ r ~ ~ r` r , , x s ' i , ~ ~,i~ ~ _
~ t r ~ r ''may s' +.1 y ~ i ( t! ~ ,;1 i 3 , i ~ , • ' E ,
r' ~ ~ ~ ~ ~ f, '~-1 ~ ~ ~ ~ "fit ~ ~ ^~lf.. I; i l . ~ 1 it r .r' t t 1 ) . ti. r ; r,.. r,,,! ~ r~?~ t ~ f . I 1'' ~ t ~ 4 r . ~ ~ ~ ~ ~ 1 , \ r 1 ,w _ v ~ , w ~ , rti' ~ !1 I5 F: P.S; t' i j ~ ~ f, ,,,mow `w. '~:A`~ ~ i 1 ~ } 1 , s . ~ r r ~ i ~ ...:rte ~ j r _ 1 \ r if x ! i ~t ~ ~ ` f" r.. ~ ( i ' ~ is r : 4 vt "t',; t
1 ~ _ A ~ ,f ~ ~ / ~ ~ h r"' ~ l t f 1 , ~ 1 y` 11 ' A I ~ ~ ~V ' / ti t t ~ x 5 i i 'x,' j ~ l / ' r. ~ ~ ` 3 i ~ ~ _ i I \ \ V i! ~ ~ °s 1 ~ 5 ~4 \ x1 1 ~ tits ~ i r ~ ~ 1 i I ` ~ _ j pp rn } t 1 i , ~ `w I1 , 'ti ~ x •1 A t ~~:.i r r ~ (r'tl ! + ~ x~ ";.,,.._..;J.h' ' ~ i ti
' ~ ' / i ; , t t, . 1 ~ t~ ~ 1 i t '~A ~t r f J 1• ~ r 1 ~ 3{ i P 1 ~ ' ~ 4"`+ ti i ~ ~'x\~ ' S ~ ` \ " t, 4 ~ ~ x i , ~ 15 l r ~ S ~ i ,r f 1 ± i ' ~ ~ ! ! _ ' % ~ ~ C> ~ r;t 5 ` .a x ` i 5 V } ~ ~ x 1 1 i r r ' r ~ i 7 ~ ~ ~ ~ l , ~ - ~ . ~ i ~
/ 1 , . 1 ~ , ~ Vr- ~ 4 ( E ~ r, , t l ~ ! ~ ~ ~,r ~ t ! 3 rJ x ~,c9' ~ i . \ ~ ..t 1 `4 • { ~ ` 3r ~ } t r - r ~ 1 x,,v~ v bi,,~ V ~ 5,' v,(1tt `~i C... rr'° 1 i 't ; i ~`t f rr+' li; ~ , ~ _ li; 1.i lx\,:~ U" \ t d t1~1 T,~`, „r ! ~t r h' `1! +t l t ~ \5, 't 1 ~ ~ t I ! r ~ 1:.. \ , 1 'L 6'~ i. \ ! >•,14 yt-~ ~ : f ~ ~ i t 'r ~ I j 1` -~fi. ~~~'i y , p .~4 t ~ f i • ' x `t~ ~ ` ..5 ~,.t \x ~ t 1 . r t P ~ i ,t' ~ -
s f ~ ~ i E 1 l f f' s / ~ / i r ~ i ~ t r ''l „r-;. A .,-•-~,,;y""' `,a y ~ t` ~ E» ~ ~ ~ s ~ ~ % ~r r { ' j i ! 1 i f ~ ! a t a 1 ~ V ' hl~ ' t s ~ !,C I r r ''1 ~ ! ~ 1 ~ ~ ~ ~ ~ti> .V 's ~ ~ 'i A-S ;F' 4~ ii5` ..y ~ ? i ~ P r: ` I 1 - ~ - , r 1 r 1, r r /i r I r ' ' ` 1 P'1~ ~ s. ..1 ~ _ i''~4^ y~.~t Cy .i w ~ j ~ 7 ,r f 7 r 1 E? , r 1 , ,
e o' { ~ ~ ten" j l ~t / / 1 I ~ ~h ''ok\ t x ~ ~.r t , 117 it , , , f ~ s,- ; 1 ! ~ ~ t ~ r r 1 i r r ` I ` 1.: t ~x\ xt 1 ? r , f f ti.' ! f j ~ i i, t :n ~ ~ ,
~ f ' + ~ , j t ~ i f
P f 0 ' _ ' , , ~ ~ § ~ ~ ' ~ 4 ~ r z 1 S, , , _ - i j t C 7 ! 1 " v L ~ - ,5.. y., ~ ~ ~ a r r ~ 'c rte ii1: ~'r t {q ti'
`4 t ~ 1 l { ; if J l ,f r ~ r ~ ~ ~ti' 5~ , t x ~ 1 + r 5 1 ~ ~ + t ~ t - ti / A,, i' ~ t , i - 1 , w",",,.,. x , 5 t ' e 1 Y t ~ I 1 ~ ; ~ S 1 . ~ .y r ti b
1 ~ / r~~ ~ 1i ~ ~ ~ / 1 1 w ,r f ` ,l r J~ ~ 1 1, I ~ ~ , I ~ 1 ~ / l ~ y ' 1 l i ~ ~ ~ :.J t 7 ~ j ~ 'f 1 ~ 1'~•. / `7 1''S i 11 1 ~ \ 1 ~ I"~ t ~ k ~ ~ ' i' 1 i 1 i. ~ t . r ! , ! f i ~ - r t '1 ~ ~ / ,
j i d 7 k i ~ ! f 1 ~ 1 ~ t ~r,, ,4 l i i{ l I r r / ~ f F f l/ ~=..-,-.----w-• ~ E ~ ~ i ~ I i ~ ~ j ~ i ~ ~ ~ ~ ~t~ 1 G ~ } i ~ ~ ! ~ ! { • i ~ i '1 / ,r ; r , _.T:---^> „ . ~ , . 1 ~ t k i ~ 9 r ~ r ~ ? t z , ~ ~ \ ~ / '~,s1 t s ~ ~ t ~ , ! r f l ~ E t~ r , , ,f s ~ , .....,t~ , _ , ~ , ~r
t 11 ~ ~ r / f { ~ . > , ' ; V , V ` : , , 1S t ~ ~ ~ . ~
, i 1~ r" t ~ s. i , •w r t ~1~ r t_ - t ~ti . P .t , ~ r;i,' , r , z , ~ , , F i i• 1
~ , - ~ _ , ~ ~ ~ r. _ . . ~ ~ 1 ~ r. ~ ~ t / i~ , , r r r I r , ' ` .a e r~ 1 ` / " 7 ~~`~e f ~ f rr} t i ~ , j , r-. f
t r, 1 ~ i~ ~ t i ~ ~ V ~ , I ~ ~i r ~ l 1 E :t A i + ~ f ~ ~ ~ ; ivl~ i , , , x j a } ~ x ~ 1 f r ~ , , l , ~ ~ . , . ~ ~ J ~ ~ . r:: r 5 t ( ~ , r ~ ~ , ~ ! x_ x r x ~ ~ , t~ , x , f ~ ;111
'1, ~ / ~ _ ~ 1 ~ ' 1 ~ ~ i , t. , i ( ~f , ' r p 1 [ f, . ` I ,i ~ , { t ( ,J X t I 1 ~
~ r ~ - r ~ ~ ` ; f, , ~ ~ i ~ , ! ~ rr ~ ' ~ ~ ' ~ ~ . ~ , ~ r ~ .
i ~ ~ ~ ~ ~ ~ i N ~ i U,, 1 r ~ ~ v 1 ,A. 5 , t t , { i t s i 1 \ y 1 ~ 7.
~ ~ j i f~ ~ ~ r t ;F.. i s ~ is ~ , ~ ` , 4 , ~ , \ ! ~ `i f; ~
~ r~ y...v..y,--,... ~ 1 ~ , r. ~ i, 4. ~ l 1 . { f 1. ,l \ i ~ . p i it ~ r~0 ~ r , 1.. IC>r i ~ r ` f ~ , t r i \ ~h f. - tit x .r, . ~ is 1 ~ ~ i t ""*.-,Y_ 5 i i ~ ; ~ 9 i , , ! s ' ,°~-i-•~ ~ 41. ~ \ ti'. r~.-' a 1 k 1 ~''m ~ r i
d ~ / ' f ; .P'rvf # i ~ ` \ l 1 1 } i I s + , t . t ~ ~ 1 1 { I t " ! t ~ , ~ ~ ~,,r ~ ~ ~1, t{ ~ ~r,;t f, r ~ ~ ~ f{ry r ~ ~ ~ t ~ .t > ~ t. 1~{~ I x t \ \ ~`w f r t 1 ~ ~ t 4 ~ ~ti 't t ' \'w^ ` ~ ' ~I ~ '+4 1 ~5 = ~ ~ \ \ ~ ` / 1 ~ v, t ~ w t > p J t , i , ~ fi . ~ ' 5~ ~~t, "t t ~ s (t ~ V'v ~ ~A tip. j » r4.,,~
~1 p f 4 i a ~ \ _ r i 'I Et ~ ~ 1 ii ...+,.~F 1. _
low
r ,
ty -w-1 Y .14
i t "1, ( k I i A- 'r 14; r IL *EP,, I 701N M Z r
a ~0~ F f ff r Alli, F4 ti 0 OF' DAM-, 7 S w r f r k 1. t;:.. ~ ~ m
t v~ OF -POOL W 00
l_ is + r t , .
t + Y + 1 1 0 r CC W
( ~ 1 .T, sr s 1 i x t f LU W
r z i l z `3} ' 4 v DIM 8
} i P'^.y. 1 r * ri ~ • ` ~T ,.V t i V ~ k ~''i f Cl)
ION, -sFe TOP OF D , -TOP 4 SE. M /704 v
f r SE DA 9 B TOP /0F POOL 1 ti TOP F'oL t ~M \697 ; f F. POOL 702
O \ l r r P ~ T P .b M T 1 -TOP Of A oT FT b M TH FT.. ; ~M LEV 97 ! I = W W
M ' LEV r f { , 1 3. h 1 1 0 ! , ~ i r 1 t ? clv. { r r G ELEV. d_ 16 r1 1 S ! t 4 DVtI I y i t , ! E~ S. 76 } 51 ,S .7 x4 F
t 1 t . t DIM NSI NS. X50 2b w4; T. d I r r 4 ! t 1 1'1 1` 1 a rj ( I ,
i aGHT
t ~ ' t 7 vpc~w 3 ~ l ,~y
f { I 0 9 b~'` i ° C q k i j i M eL
f j 'i n- r r J r y 4m.,.,,.,.. it \ .r i \ ~ 1. ',1 t~{', , ~ {'~F ~ 't ~ 4.,-. t t rr-?
r~ r Y i , RISE R 0 j
1 I Itp I
• NOTE. DRAINAGE, E&S CONTROL ~r~4arrugr4t+, ti k k l r r r r
1, PROPOSED CONTOURS ON THIS SHEET ARE C i~
2° INTERVAL CONTOURS. EXISTING CONTOURS 1C f 50> 0 100f 200f 3009 00 ®,oroa,o " ~i 00 .4 1&Bva
ARE SHOWN AT 1 INTERVALS. ool% a Q
2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 r ° • _ ; 4. SEAL _ OF 140 r ENGNEERIla1 & P TM
FOR STORM DRAINAGE INFORMATION. G ~G ~}NSUL SCALE IN FEET a 4613 - 26421 NSU.TANTS S HT. 68
s o O J'* » 4 4944 PARKWAY PLAZA BOUMARD, sum 35C 1 =100 p rkG a •.N S= 350
3, EXISTING EROSION CONTROL MEASURES SHOWN `v ® WDREngineering, Inc. . GlNE,• * NC'RTHCAROLINA 28217 % VN p, 'g Lr o of the Carolinas { Io 4 A i PHONE [phone] i'LlA F+~X 704-426.(M A 28217
WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE o A ~ oeo PHASE ~r!lftt~rrrurre r~irrr rl 426.M of 140
OF THIS CONTRACT SEE SHEETS 6 THROUGH 8. I r m GH 8, a db g t.co 128 S Tryon Streetf suite 1400 Charlottef NC 28202 www.t Ibertan ri h I

E ~ w-- ;r w... , v
o'X6' 60X GLiE,tT _•-...w_. iNl'.=853.92`
~w-~- w.,M ~ EXISTING CONTQUR _M_.,_ w~ e__.__,. .,r.~..... _~u...w PROPO5ED FLAREp ENp SECTION WITH OUTLET PROTECTION _ _ - _-_T_.. _....__.w _ - W 0
.-k:.-- .~.w_ ..aa~ EXIST NG STORM pR N ' . ; IP-6,52 ~.~.y..._ •.......n_ __._.n.._ ~ ~ ~ M PROPO5E0 INLET PROTECTION u~ -M._... _w w_... ~
...~..._..~...~w....:~_.____.,... ~ ....w._.~_ _ w~~.., 0
~ EXISTING DROP INLET ~~I~-"'~-$_ PROPOSEp SILT FENCE SF--6.62 =:_.~~:,~:.-°~_._.-,__._.__..__,._...w~....._._,_m___y~.~.__:._'..~_. -.w. - _ ..m - _~s~.~.~
699---''' PROPOSED CONTOUR TD--> Tp-: Tp-; TEMPORARY pIVER510N DITCH TD-6.2O ~ ~ ~ , 1 I~~
_w,...-~ - ~ " . - 70a--'''r RO OSEp I pE CO OU Pp->• Pp r . ...__w....Y_~r,~..__w__._._._~~__~._ . , P RMAN NT DIVERSION PITCH ~ r:l ~.v
...v_ .w.._.~ _~r . .,.m._._._..._._.~ P1 PERMANENT pIVERSiON DITCH ip ..___..._._._._.._w.,.,~....__.__.~, ........___..._.._____.._T.__ .
_ - ~ =~.-____....~..,.~_____._m_: ¦ PROPOSED STORM pRAINAGE STRUCTURE P1 _ ~ uwr PROPOSED STORM DRAINAGE PIPE PROPOSEp CONSTRUCTION LIMITS ..___.__.__.,w. p I BYO --c'..y~ ~...-.P.......-.........r>..',.~.~._~.^............,,.
:~w_..~.7 .__w - ..w.:..:~-~.:_.__~.w...~:-~_:~~;w-:~~--_.._._~...~....~.~.,.. ~'3EDIMENT BA31N ~ ~ _ ~ - 74 T EXISTING ROCK~MaAM^.15 ~ Vf
~ "w.._~ - ~w .~-_.w ry~-~- PROPOSED ROCK INLET PROTECTIQN i ~ a:..;-w ~"`r ~ ~_-~~.9~. _M~ _ ....pI~QP,,,wfN~T FUTURE PAVEMEN z 0 Z
nR~ N;:.~~~- ~ - ~ TEMPORARY SLOPE pRAIN _~ww ,_..,.M,_ `~"ITr 'i t; 16 f ,%f"''",. 11 f' kt r . ° ........_w ~ , _ _ _ w_._..,_ _n m,..~„.., V) 0
r ~ r - - ! . C e ...w..
..~.,_r, _.._,w. - _ -~*g:: ,ti. .v~.._~. t _
-yam; s,..._. ~+~~I / Ir r r s _ '.`"""may. ~""C~t~ w JGW ~ ~ 7 14. 656 UW F_ V.-666 V)
.w i j~~
1 , ~ r r f t
{f t~ ~ t e 4 ~ < l ~ , ~ ,T: 0
f ~ :0 ~ E 'i ~ y t t ~ •~n TES .r Li-
~ ~ t ~ ~ ! t ~ 0 W
r ~ f: ~ t 1l ~ C , + 11 ~ 1:1 'r I ,1111 r Jr , Q
~ , ~ ~ ~ ~I, E ~ - S1 ~ ~,..m~... ~--v. ~N,~ •4 ,1 ~i ,~h,.~"'",vrc r t / f fj j(7 ~ 1 ~ f p ~r. ~ 1,~ ~ J~"
+~w~ d ~ '.t f J : \ - 4 ti ~A \ ~ ~ t.,, 4 ` a ! y` ~ a. l j ! / 1 / ,f ~ ~ l /,f,~'~"~,
a ~ ~ j ~ rrj,~~ ,J- ° " ~ 1 i .a ~~r ..W_,... 'r` ~ ter' ~ ~ ~ i - 1 r ; E~ 1+t J d` Lf7
/ i `ti...... 1 ' f 7 1' r , f F7- N r)7
' r t ~ ~ ~ ~ \ f <
.aw.. ;r ~ i t. j ) r ~ 4 ~
f .~F ~ ~'t / j 1
:+'^".r"'..Mi... f a....»~ ! ,wir,~ tea... ~:w.l... w~.... ri.i..r ..r..,, .,..r: / ' , r' ! ` r r n
? r 7 f ~w~~r ~...r..r' ~ f ~ 1 !f ° r,.,.. r I,! j` , f j ~ , t t ~'j j 1 r' Nt F_ F_ W W 0 6 (n W
,r~ ~ti v, ,d j ! 4 rM°" P~ / ~ ~N'" /f~?^"^" t. t I ~ F t V F ~ # f a 1 .r ; 1 ~ ~ f / I y n( 'y r ! ` ~ j i 4 P S ^y ~1 ) y I .P?" w' Y / •l ~ (yY/ ; ~ r~/GU~•`/r' J 1 ftn~ ~ f ~ ! d ! i . k { r l i { r
3' f fh E Q i f ~ !FI'f ' ! / I t , 1 r
,t`~ f s ! j J f ~ r
~ i r' " 7 f p t ~ ~ f, - i , ~ it 1 ~ ) tl ~ , TMrr` r ~~I~`°,..-` i 1 S. ' ( c l ~ i I l it ,..mw` 1 4 r ; ~ J ~ i ~ I j W z
t . _ ~ ' a, 1 i?~ ~ V .-~''~'"AJ ~'s~- ~ ?'s _ _ ~ 4'^. ~ k; i \ ~ 1 ` ~ ~ ~ ` 'may ~ "'~ti 1 + / „ I i ~ ,,1 f i ~ i } ~ i ;4 ~ 1 (t ~ ~ / 1.../ r • ( ~ ' rl ~ ~ ' ~ ! ~ t j' ~ ~i v. ~~'y ~..,1 ~ ai ! ( l ~I I ~ t ~ ! !i ' ~ 1 t 1 • r 1 t ' r ".''X ~ ( ! t i `V ~ ~ j t f i 'ti tI / 1 1 . F_ F_ W
f ~ } i h t r~ r..~+ ti I (t { 1 i I~ ;1~~ r I f' ! J 1 :r` "`r,"~' ~ \ i ~ ~"`~-:w"• t ~ ~t f'f frfj if /~P' I (~w t''' i / ~ l'r't' ~ i Z U U W W Z W
t ! f' t~ ~1 ~ ~`4 ! 0! ~ 1 ~ ` 1 l ' ` _.t ~ , A , ~~y~ r 'Jf ~ I;; t~ i t r' 1 ~ a ] i d d I ! ~ :j 1 1 i ~ ~ ~ j 1 ~ ~ ~ f f I rJi' "~a ! ,1~'~'~ f ~ ! / ~ ~ + ' ~ } { t/3 0 0 Q W '
_ , ti 1 _ ~ - a I - r ~ t ~ _ ' 1 f ~.------.,,•."w ;tip, ti u. i - GJ n tl D U G~ f
_ \ ~ ~ ~ ~ t r: ,y 1 '
1 v - ~ ~ ~ , i - \ , I ~ j~ i ~ ~ ~ i r J' j 1
r , - ~ i r ~ t i ~ ~ 1 . J
, . ~ ~ 1 \ ' . I ~ r - % i F r • ~ } 1~ .7 'f i ~ ~
11 / t ,n, w.....r.-.~. J' ` r ~ f . ~ . 1~' + ;j '1 ' .w.,... _ ~ ,.,r...,.~.,.,. - - r 1 r+.•-~" ~ ~ - i r /
1 f ' l f i ~ ~ ~ ) 1/ , r. ! ~ / r / / w f ~ % l ~ ~ r r _ I / l'/ ' ~ u td j' ~ ..y- ,f f ~ f / , ...r - '
µ J 3 ~ ` ! i ~ J i " - ~ ~-.,.I i ~ , r. , - ~f. 4
/ , J ~ _ , i f~1 i i, OD
i ~ r / , . , . r / ,J, ~ l _ , .W„ i, C r =ri i
. ~ _ ~ - ~ ~ i r ~ ~ - . ` , , ; r, ~ i i ~ ` r + .f .r i! 4 r C 0
- ~ _ ~ :~r. , _ ~ _ ` _ / I 1 + ~ ~ f' f f I' 'r; r' "`,f''~r j/fi !au;Y r ! r 'i'~~_++ r'
' ~ w ~ , i f ~ /f ~ .'/`f° r'.., .JN >z i cif i ' r'' ,r~ ~ ~ ~ I 1 r l ~ ~ r F 11 ; r;.'`.'' 1 i ~ .,~...lr t, / ~y / ' „r- 1 1 J' ~r
ff t~ / i t i 1.. / ~ / r s'._ _ ,:.:.M(.:._..-.:--~^,.--`."".""""", , t t f ~ ~ /r" t J s \ i t i r rs~ ~+''./~J „''`~~r'%,,'" f 1, `v 1 ~i ( / l f + 'l ) ' 1 l/"`~:~ / ,,~f~" ~ .,//r t:.t ^r ~ / / (.rte '`~l~ ~ A~ / 4 ' / ~ ~ - 1` I,~ r~„rr r ?/iii'' f ~ .f` r' r~ r ~ % ~ C,. ~ i 1 ~ / ~ 0 i ~ f
SI ~ r ( ~ ~ > 1' / Jff v ~ ~ _,..w;...« ~ J l ( I j~ ~ f ~r„"" 'r+„ 1 /f r r 1 1 h~ ter' 1 r t f '*q ~^ti t 1 ~ ~ / ui~~.,r~~P„~~~~ ^,i'i °i~? ~.~`s~,,,.'f/'//' f f l~ir~ "`^f / r ~ J y^'` I ~ "
~ - w._.. t y 1 ` I } rr ii r I ~~`~L,~~.,% r/~~.5° + ._T ~ ~,f~, F f f ~ f f. ' I;fr ~ 1, f^ r. s { r ~ i r F'"F.
. r S ,A ! t f j r . ~ ( / ~ , V Z ~ f f / ..r^.-..,* ? ter"' s , Y 4 , ~ I 4 ~ ~ I r? ;/I£~r:t,•// r,f t 1 1` I ~ µ!,/d'.~ ~ l ~ r~ ~ ~l~ 1 ; r1 t I 1 l - ]"t,' e 'l /J, d , ! j ,m e`r ~ / ! - ° ! r „may \ i .1 ~ \ ~ l ~ f / i f ~ iJ~i / ~i ~ t % / 1 ~ ; ....1~ J J f ~ ~ .J'~ r
,r f,.' ~ 1 ~ ` 1 ~ ~ I + S ` ~ 1 j J f ' ' 7 ? ? /l i ~ W ( ' 1 ~"~j
i F 1 w I ~ - ,,~/r" 4 "a1i ~ ~ t N ~ 'Os . ( III 1, ~ •../„J''~ u/ I ! f ~ I r' ' ! f /rµ i I©"'^~^~-,.~, ~ ~ 1""s ~ j ~ i ` 7 1 2 + ' J f r;`~l ` ! / ' 'r ` ~ ,,p~• f~jf I ( ,r 1 / f / 1 N~*. Cl i , i 5 yf~`r !f ~ Jf ~P'11 I , I ~y ~'~fl~ ,J' / f ~ { r J /
1 ~ ~ ~ ~ ~ f r 1 i /r ~ P ~ ~ , 11 ! t f l 1 I ~ ' ; , I a ~ ~~~'~/~1~~ ~ ! ~ l j~ 1 it i I / ~ i + l / ; I „r'~ ,r l-' M^ ( 't ! 'c t i ;/,I, i ~ , ly. ~ ~`e"`.y:" i ~ j` f! j r~' ~ i 1 t i%~
Nf,. / ! E 1 r ~ ~ik"S,. } j i ! / ~ \ i1 t ~ 1 t /J j) l ~ € j r ~ M ~ ; ! /r
f ~ ~ ~ ~ ! d ~ 1 / , . ~ ~ J ~ I t s ~~.s / f I ' ~ 1. ~ ! i i / ~ r ~ f t I ~ ~b ~ j , ~f ? I t 11 I i 1 l ~ f` ~ ~ Jl,,.,e f } 1 - ~ j ~ / /
/ ~ / ~ ~ ~t~ ~ ~ / % i / f ~ ~ / ~ / f ~ /"1 .r 0
1. ! / t s fl r i "'F r f f f~ l ' r. ...~~r , LLJ
,j ~ ~ ~ ~ ~ , , . ~ ~ ~ ' / f r~ ~ J ~ ` i
J 'l . ~ r i ! +r -'"r~~ ' I y/.< ? . / i J` r' ~ I' i f 7 ! ~ / I , P' i I J' 1 / .r F~ ~i~ n`'"'~ ~.11 ~ 'j ~ t i t A'' ' g ~ f t f J
d t /
_ t y,,,. y - ~.r' A' T J I F ~ < , zr~ r /A f 1 ~ ~ S-"i r' 1 r J d r, t
• ~ } ~ ¦wW rt J` '`~Y ~ J~ / ~f/ ,f'' .f / / ( ~ i I ? ~,~*,I ~ ~.."r i f s~ 1 ~ i r t
/ r° ~ ~ ~ f ~ ~ ,_.t..,~y.,......M-. ~ .,,`'1..,, j J JJ, fI $ --~'~.-';r s rJ~~• I,' r i° 11 a ~ ~ r i
I ~ ~,r.~` ~ . 1 ~ ( . ~ ~ 4r, Y r 1f/'' ~ j /,w J~ r ~ f l~ t 1" y f t 4 ~ M1 * r r ' k ' ~J' r. J 1 ! + i 11 ~ e J ` j 1 1 f I : \ 1 i '
~ ~ 5 ~ ~ 1/'/r ~ ~ ~-_r ca \ i s t ~ j j - i / q\ - ,J' ,~J, ~ ' ~ i I 1 ' r' I r ~ / ~ t 1 1 ~ f ~ `"T. •-.....r " ` t`• ! ~I ,Y'~ N"° ~ i i f 1` / ~ ~ i . if f r ~ ~ ^ ~ 1 ~ r i r ~ / ~ / ti' ~ ~ 1 r ,r. ~ i ! f ^r' r ~ it i ~ f ~ I ~ t ~~r l ~ l ;'~,r f 1 'i~~ C_°~ j ~ r` ~0~ ~ E ; ) V~ fd f ` i f i{ ft }
. ~ , , s ~ ~ J , x ~ ! ~ ~ ~ t ~ . ~ ~ ~ ~ I 'r f ~ ? ; ~ i 1 ~ f ,lj lu i i ! { d / ` .F~ ti, r«..,t 1 / ~ / ~ r ~ ~ r " / `ti - _ r r J _ . , ,
~ . r ~ ~ I r { _ . . /J
} ~ ~ - r. i 1. - , ,..r,f o-
r f ~ ! / ; / / ~ I
r . ' ~i; r --~---t--C---- a ~ I I ~ J,,~.
~"'ti` ~ S f: ~ T~f ~ , ' ~ ~ ~ ~ ~ 1 ~ ~ ~ i ~ I d , ~ ~ - , V
s . . , ~ ~ ~ K • ' ~ ~r,,.~ i t f t, t.,~• gip' 4 j i r ~i ! r ~ , y`. vw_ ow
_ ~ ~i j ~ is + r' l 1.,~ r ~ j YY ! A t c, 1 ~ ~f; j, l 3 ~ 1 t r ~ ~ ~ ~ ~ ` r ~ . 1 ~ ,
r,. ~ ~ . W ~ ~ 1 ~ ~ .,MF ~ f ~ ~ ~ ? I r I /
. ~ ; J HQ~'~
_ ~ r ~1'" (~7 ..C a -:~&~P Y ; /f ` m~ J , f , ! 6~ ! ~ 1 /~f~5••' ~333i ~ . , _ a ~l. 1 i I ! l _ ! ~ .F_' 1t.` h~~l' I ~ ~4 f~.~~' ~2`4~, CAP ' ' ; ~ v _ 7 f f i.i 1 1 __....-.M~^i".'~ ' r l i _ k`:~. J ~...~.-..h^^" _ i ~ l i i _ - _ 4 a eot ~x I C) I I
rrq.rr (4_ =777 saw
5 ~ z
r ? i 1 h " \ ~s_ -1 777 N, V S' ' OWT r w t
! ~ r r , a i 77 -.1-V
-7 7
-777 W t
, j Z
Jam, r , ter' / 1? I /.v a J4~ ,a y. t ..r . h T ti ik r
~ t u. n J , / 1? r N / . S 1 7
~ ~ .R ~\,5, r ~ - i 1 l ~ r r•~r-.r 'h~ i ice,,,... t i ! f! \ f 1 r ~ ~ i 1 11 ~ i lr+W W
a. ~ ...r r l t ~ ~ ? rr
V r I
1 IY v
r 1AV
f Ir # ' 4 t / x t ~ 6 7 Y Y 1 1 a 1„''i I , sh~
? ~ SEDIM SEDIMENT B StN 1Q Q SEDIMENT BASIN 7 ~a ti 1 l/IV~LiMIITS ,r# r! z i~ i i ~ 1
C TOP OF Op P - OF DAM - 1 1 TOP OF DAM 693 r t r, v i 4 Bk8E, 'OF i + 1 #t ~ ~ r JS
BASE OF C 4 r ii r r BASE OF DAM - 680 ET~, SEE, ~§Ii TOP, OP- OOL ~:..f 70.6 ,i L0
i % r r i/r TOP OF % t r , r ,r TOP OF 6A TOP OF P OL - 691 '_TG MA- T fl" AM`IDIk 8 FT. I TOP OF ISAM WIDTH - 10 FT. rrl 1 1 r' f ; 79 7 h t e ; D NSIONS: SOXY ICI ~ i ~ s
x4"I. r t 1 ~
DIMENSIOM DIMENSIONS: 600 x170'x6' FT. x t t 1,
~ r, ^ o f 1. \ `1 , +.l t ^,1 i 1 I 'd r f t ~ t i i . t r t l I { /~:'/J T6 r f ~ a f r t z
NOTE. DRAINAGE, E&S CONTROL w _J
1. PROPOSED CONTOURS ON THIS SHEET ARE ®~111,1{110f111it''1 } ~ f 11 ! t t ~r LL
2' INTERVAL CONTOURS. EXISTING CONTOURS I C 1 f f 9 9 9 •ererr ¢ l/ ~/J
10{ ARE SHOWN AT 1 INTERVALS. 100 50 0 100 200 300 LXL IGHi
2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 • _ : n SEAL r r )F 140 m • s o - _ iNla'MMUN\J 1aA`IJt'ii\\.1 W67VLd SCALE IN FEET 4613 _ 26421 ISULTAIM SHT. 67
FOR STORM DRAINAGE INFORMATION. T~'T7 I~Ap~,p PARKWAY PLAZA BUUMARD Stll`L~ 350 S= 350
1 f9 =1 00f ? a b y s '•.F ~v; •.ac •.ti E. ° ~v HDR Engineering, Inc. NORTH CAROLINA 28217 L 28217
3. EXISTING EROSION CONTROL MEASURES SHOWN WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE N ee of the Carolinas f 7 [j~. Cp G C PHONE [phone]AX. 704-426-6= ee A. aao k ~
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. CHASE ®eeer~+newraeaaaaa '~rl9,~ilE,t\,` - H b www.talbertondbr?ght.com OF 140
1 r3 28 S Tryon Street, Suite 1400 (Charlotte, NC 28202
Fes' . . , rx*m,.--,_...-. .-,..,.,-+N - -

. ; ...._w, ..r.._.._~. .a = ~i M ~ ~
r 't _ r .mom.-,~,... - .:.N..,.-~: " ~ w r ~ ~ ~ ~ y ,~E LP Y i ~ Y , ~ ~""«,.^»m w;;.~"~..~„,,"~"" u -...::,v .,~~.,;,,,.^-+::x:i^~.7».+,-. Y' ` ' 1, ~ 1 ~ 7 M.. .,._.M~,T..._-..._ ~0T`'~^`°"."~- " 'y.,~'., ..`:.gym-.x"-..,,.,~..,~. , ,v.,........ j -....w,..... - .:u w-.-.....,. - • ?
( 1 ~ t l i 1 ~ t i "a ? ^d 1 f"" _ ~ r:. ~,ww, ~ r`+', •.~,`w`~~"•'~.-... ~ 4...,~ ^ _.,R;~,:.;: ~ j \ t ~ ~ ~ { f ~ t~C) EE " ~ Pry ~ ~„""",~j"••.^"w,rfea~ .,..r,,,=„_., ~:.»:»M" "7~r" .._~-.ti~` } y . ~ W L1
wc.....,..---.-. t ' . V. RCP= , M , w _ . , _ ~ (~'3 1 O
1 1 f r A ) , 1 f I~ ~ i J...
~ ~ P ~ ~ -
i '1 ~ , ~ ~ ~ w~ t ~ aP ~ £ t ~TM,. M'h 1`h ± a. ~ ~ ~ ~„M 1 ~i ( r 1 j ! ' 1' , Y ` p ~c ~ % ~ I.i ~ P ~ V t
\ ~ .t ~ + ~``1 f i 0~` ~ ~ tit SJ E .r • • - i J ,w _ 1 s~ ; . ~ x".
' "a \ ~ i ~ ' ~ Y \ S1. ~ 1 r Fi r"'°"4,,, ~ ~ y y ~ ''ti ' ~ ~ ~ \ \ L L ~ I } 4 }t Aj a~ A ~ ~ ~ ~y ~ tt is \ 'fw,. ~ ~ "PW:.ti,,,~. µ"M ~ ~ ~ ~ i ~.^-.w,;,,, „~`=k~,.;` w..,;.~.' ._.:^~:.~4..j ,...._y ,,..............~v:e-..».,....~.. r,` a w t } .t ; i ~ ' ~ P,;.,,,, . , , ~ li' ~ . m~ ..,-=7'~a - f t t ~ ~ ..f' .:'r,..-~-`"*,, ! } , r ~ ~ , - - s f r ~ _ / 1 6 ~3 ~ 1 .i ~ ~ ~7.i~....._.,....i•~w.. ..a~'t._...-'"'~....,....-. ....,.~~''~......_..•~j..... ~...,7s -.G.^_----^•.,.~... `"~•iJ.U~C...
rr t <tl:~ ~~1 1 ~ 4 1 '1'. 1. 0.-.-.N>.«...-._~% (.~..,•.....1 ~.-„Y W~'«._" _
~ f~ i~ ~ f >R < ~w. ^."1, ! l•'r\\.,M-~..."`jar ~-~~.y,{ ~ . I!~~,f~ t 1 1 n .7 _
~ r 1 i 7 Y, i 1 ~ • ' ~ y ~ ~ ~ ~ f{ CND . } , , ~ ° :0.a. J 1 1 / :
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ f 1 1 t ! { `"-j^"""^ i ,3 L I t 1 ( ~ 0 1 ~ ''f d J I ; t r ~ t j P ~ r t 1 ~ t L 1 4 f t,' ~ ! - ~ t g ~ r ~ dJ i f ~ 1~ ~ R ~ ~ 1 ' ~ ~ ! ~ a r~ q V ~
rR` r 1 {r ! i 'S ~ ~ 1 ~ 5 1 t ~ 't P ~ i t~ ~ i ~ " O / / ! i ~ 5 1 ~ V 'd ~ ~ ' i + l )~r t, E ; err > ,a , i ~ r ~ ~ 1 ~ (}f ~y r' ~ ~ ~ s t . ry r t
- ~ ; ` J ~ 1 i f , a ~ '`w 3 ; C~--- 1 ~ ~ ( , ! r J f r Z
! / { d ~ f ' pP ~ ~ ~ 1 1 . 1 ~ ~ ~ 4 ~ l ~ t ~ { ~ , 1 ~ ~ i ~ ~l , T, t q~2, ~ F t r
~ ~ . 1 1 j ~ ' E I 1 i t 1 4 a f' t/ £ ~ ~ t 4 1 ~ ~ , ~ , { \ t 1 f 1 ~ ~ \ r~•. ! i 1 ~ ti -e~.. 1 r ~ M1 ~ ' 1 'y ~l ~l. ._....^.;,Y w~~' ti.,Lt' ( (y'y` ~ t~ ~ / f t 1 1 f t t.l .i
i C I} P I ~ ; ! f r r t ua ! , .r.~.-" ~r ' 4 1 t J 0~ >i \ ~ L f } ~ ~ t ~ 1 t ~ .r'a'w r f q `ti ~ 1 i ~ 5 ~ ~ ~ ~ A y ! ~J~,
! 1, ~ 1~ ~ ~ f o ~ ~ 1 t' r i I r, f 1 t 1 1 t i r; d i t 1 ~ I ~ ~ ~ S L ' / d > SI r E r• ~ S 1 ~ 1 ~ ~ I C, \ ~ s , ~ ~ ~ \ ~ a~~l 4 f ~ ~ , ~ ~ ~ •~E ISTIN~ S ~IM£ T ~A~ ~ ~ ~ -1, ~ f •3~ M_. r' a , ( / - it i J r :i;.i ~ r ~t :1 i ! ~ ~ ...~n.~ ~ ~ ~ ~ ~ , l ~s irk r " , ti.- k ~ 1 ~
I / ~ t ~ ~ ~ ~ ~ c r w" 1~ ~ ~ 1 i u+ ~ ~ ' ~s ( ~ ~ , S t ~ •r~kv.,'~.. J 1 K LIJ
~'"j O j t 4 ~ l , ~ 1 I I ~ ~ i ~ , t r ~ 1 ~ };I t t .y ~ ~ ~ 4 a , .?r \ ti O \ ~ ~ ~I U a ~ ! 1 } ~ O rr f ~ , 1 r f ~ i 1 k ~1 ~ ~ ~ / / 1 „„1r ~ r s y ~ z 1 p a •f ~ i ~ ~ ..r ~ 1 J r LIJ
,.r^,~. f , ~ ~ ~ 1 f , a ~ t t s ~ ; , e ` h q ~ ~ ~ ~ S" , i E ~l j y 1 ! r'P ,r • titi t S ~ 1 k } . -i W
} rr } ~ ~ °1 ~ i l l i ~ i b j -f d ~ ~ i ~ " i ~ ~ E 1 ~ 1 r Pr <<1 ~ ~ i ~ ~ " ~ ! 1 iy. ~ P f / r r ~ ! 1 ~ 1 ~ 1 4 s ~ 't ~ ~ ~i , t~ ~ r t f/" / r f ~ ~ ' t, ~,i t , ~ ~ ~ r ~1 j i ~ l t ~ i. A l ~ r i~ f f ~ N' i t I ~ i ~ ~ F 41 f 1 Q ~ r t t~i ,J 1 i~ it r h i J~ 0
Q~ j , t ) 1 ~ i w" , ~ f t f 1 ~ 1 1 4 1 f i i p 4 ~ ~ ~ I F' r i i i 33 } i r 1 h ~ ' J r ~ 4 1 i ~ i~ f l 7 ~ ~ ` ; , p E it 1 ~ 7 ~ ~ ~ ~ ~ t i 1 l ~ r V 1' , 7 ~s E , J ! .."„'""~.••--...,,r ~i aG~,~:..ww »~~.=r.rw,~~w+.- ~ ~>r.+~*.~.w~Y i ' f ~ ~ 1 ~ y ~ ~y, t i i ! ~ ~ ~ ~ ~ l ~ l i t N fry LO
L P ~A Pik' < ~`r.]~ . , ry//''~ t ' ~ 4 _ ~ ~ t 1 r ? << k 1., 1 f ~ Z ` ~ ~ i f i Ve ~ t ~ Y l i ~i j ~ c 3 ~ ~i ~ j ( j ; ~ a j r [~(~V ;,n 't
~ ~ , ~ e ,F ~ w ; ~~;3~ ~ z 1 l 'i ~ ~t.~°, . _ _ ~ $ ~i' q P 4 t ~ i ~`d j 4 • t { f r i ' t { j i ~ f ~ ~ ~ i ~ ~ e
U'( ~ ~ ~ ` •1` \ \ 4~ r I i i i i~ ri 1 !'r E f ~ i( ~ 5 I jy 1 E t r 1 ~ r j s x ,..F !y } y r t, it /ff q~ t ~ f
~ ~ i ~ ~ 4 ~ L 4 ~ ~ ~ ~.,,p c ~ ~ ~ ' ~ f i E ~ / i4 r~ I ~ ti i f ~ I ° ~ ~ 1 + ~ ~ ( t ~ r 7 ~ 1 f ~ i • ~ r' , c ~ ~ r s i ! y,,,-. / / i .l i" jr r~'" iai j~~ ! ,j' i ? ~ ~ ~ i G,~ ~ F ( i ,Y~.`" f ~ ~ , 1 r ~ ~ \ .b i ~ Y, ~ ~ i ~ r r ' lit ti~ ~ v • LO 0
a } ~ ~ d ~ I i ) f ` ~ 4 i t ~ p ~ ~ 6 i i 1 ~1 E i I " 4 Ia I ~ ~ 1 ; ~ { r ! " 1 ! 1 r I ~ `i ~ ~ k{ ~ i ~~`~c ~ tis , , ~ , ; , t , r s , k ~ ~ ~ , - i ~ • f t 7 f f t ~ t i i ll ~ / f, ~'"'w, •h .y. ~......~.-..~.,..:.i .v ~ ~ f ,
er " 1 j t ~ ~ i, s ~ 0 ~ 3 i~ ~ y ~ i t ti r 1 f I~ l' l ~5 f 6 t r t " ~ M r t ~ i' / ~ t j r r~ ~ ~ r ~ a M '4 ~ f :l ~ i" ~ • S ~---..r'~ r fJ i. t f h ,~1 ~Ir ~ ` %.'i '.~i a , ~ i J ~ r ~ } t { / ly J ` r 1 z ! J. `ti4 J 1 ' ~ { f ~ , 1 ~ a se' rr r \I f `'~~~r3.. ~wq 7•, ii ~ ( r `~.t ,.r {`1 t'~, r ~ J~~ i r~~ ~ }1~t9~`+j l1 f! \ ~ ,,,~"r7"'.... _f ~ W W N Q W
f ~ r P r ~ 7 r f° 9 j I ~ t t ~ / £ r J , 1 ~ j , ~ ~ / J S; 1 e ~ t 1 _ j l L' ` l~+W' t ~ '';r j J i [ i% J ~ r ~ ~ i. r.w } r JS s 1 l I r I ( P'Y" r 1 f!f 1 r , l r J ~ , ~ f f 1`I i 1 l 1; I ~ S .r( [L 0_ N -7 O
~ I 1 ~ ~ ~ ( ~ ~ ! ~ 1 ~ r~ % ~ . 0 ? pt } 1 J ~ ~ ~ t _r '1 j ,F l ,1 rf J 7 { ! j J~' ~ ~ ~ ~ i ~ i~} 1 /J F•'.• r / / ~ i ~ 1 '1 ^ r' •l.•!f _ Gy / ~y; 3 '1 I / j ,j J` l f I ! r ~ ~,.~y~ p% r / ~ f~ r' ! ~f r t ...-.`r'""" # ;al ~ l rl' f i 1 r r 'ttk~!'~ w ~ 1 , f } ti f ;
} ~ r' ~ ~ " / l i 1 ~ ~ I ' j ~ i / ~ l i ~ / ~ t ~ ~ P ~ r ! I , ~ , ~ , E 1 j ~ ~ r ' _ .w-•~""'. ~ . _ ) J"'-- F / ~ ~ % j ^ / l y f r f ~ Z ' ' ~ 1 ~ ~ ~"'1 / ..r' 1 -Y 1' -.y... ti ~ ~ ~ ! 7 . I ~1 ~ ! ~ r ~ , i r ~ } , , y ,
t 1 i ~ ~ f i~ ( i ~ ~ / 1 1 , ~ ~ t f r `'1 ~ if y Lt- `~:...y„T''~-w`^~,:.. ~ r 1 r ,%'r,/ r` ,i' 1 / f~' ~ • ~ 1 . J © m
! ~ i ~ ~ r ~ ~ ? ~ s r t , f ~ ~ / ~t t ~ ~ , ~ it °~/f t ~ R ; " F / l ( ~ f t i+ a 9 ! r i `.~f f f ,.r,/~ 1'!,F / r'~ ,f .~'r ~ / i ) / ~ i J ~ / s . 1 ° d r , Lli C) C) LLJ V)
~ ~ ~f ~ l ~ t ~ ~ r~" f, ~ 1 1 ~ r ( 1 / f • S ~ t y ,?P / i e ,tom A 7 " ~ I t ~ E f 1 ~ ~ s r F .I ~ \ ! ~ r ~ . ~1~ .,J ~ '>4 J.. S ~ ~ { ~ ~ f ~ ~ a~~'._,. ~ ! I iC ~ f ~ /J j J ~s~"^~' t 7) 7) 3: (J LLJ / r (n O O d w
~ ti E a 1 b ~ i ~ 1 ~ / ~ 1~, ~ 1 / r jt ' ~ ~ ` P f `~1~! dl 1 j/q i Z t f,I ~ j ~ f•rr.r r• / /'.?1 ~ /f 1 ~rF, f ;J r ~ / f t / F ! ?,Ff 1 i ~ i ~ ~ . 'f ~ / ~ it / r/[r. ' f _ / ~ .r i , ~ d Q,. CL © U t~
I ~ 1 r;
~ ~ t a ? l P ~ ,f ~ , ~ 5 , `a \ \ i ~ ;e ~ , , i ~ t ~ 'a 1 i ~ ~ ~ rl • 1 v f ~ - i - - ~ i I
r < , f 1 f t , y, • r ~ - r ff r' ' / l _ „ ,w ,
a4~~ ' ~ 1 9£ ~ i .'x 1 1 1 - 1 1 i ~ r,° i 7' ~ • ` t_ _ ,
~ A / f ~ ~ j 1 ~ ~ ~ { . ' ~ w r. ; y-- , , r 1 r' 1 r i i 7 „ i ~ ~ W ~ /
i r i ~ " ~ ;r ~ , ~ • . ~ ~ i • - 1 ..~,r_.._. M.~...„, , ~ ~ ~ ~ i t
/ r` j J i. f i~ ~ r _ 7 f / ~ a J r 1 ! i F I~ ~ ~ ~ t r S I , • .G...»~- i ~ r ~ . C L ~ • ~ , ~ , ~ r IA
P ' ~ r 1Ji t~ r r l ~ 1 ~ r , - ~ / ~ 1; P + a ~ _ . I r / ~ ~ w; ~ ~ ~ , . , ~ f , r - P ' , ~ i ~ 1, , r• G; ~ ;
~ , ? / l / r ~ ~ ~ l ~ ~ ~ - , , _ ~ r ! - „ ~ , ,.r' ~ J
' / ~ 1 / ~ _ r } ~ ? j , / r 1 f l ~ ~ ~ ~ ~ 1 ~ J -r ~ I ~ ~ f r ~ A ~ i , . ~ ~,J • _ ~ - t `r is • ~ ~r;
' i I ~ I j, r ~ P r i ~ ~ ~ t ~ r` , P ~ 6 ~ ~ ~ , = i r i f ' r i l ~,.r , ~ i i ~ . i ~ . ~ , r' , , _ / lr ,~I I ~
i t ~ ~ - F
t ± i t ~ 1 ~ ~ t. 1 7 ~w~~w 1 _ i ~ i ~ \ l ! II~M4 ~ / F {
i ~ t r ~ ! ! r t ~ r:.r ' 4 ~ ~ \ ; ~ ti ~f ~ 1 ~ r~ I ~ 1 i ~f `f ~ I i ~ t~ ~ , t ; v~ r P j r j ~ ~ ? f - 1' ~ r / ~ a"~ 1 ~ t /y ,r i i ~ ~ 1+~ T ~ ~ ~ r .,a ~ ~ ~ - ~ i •j } it G „r"~ i r t? 1r f f if l ~r+a_/ ~S , 7 ~ ' _ f,,, ( ? ~ r/ n'~+ J.w,~t S J 1
1 1 ~ / 4 i. t 1 ~ ~ r', ~ ~ ~ ~ ~ 1` ~ ~ ' t i ~ \ ` ~ ~ ~ 4 r ~f_,,, l ,S ii 1 ~-fi ~W~11?N 1 i ~ r... ~ {t ~~rr , r ~ ~4
i ~ t~ ~ } s " a ~ i + ~ 1 r?' ~ ? ~ / 4 ' ! , , ~ t ~ ~ } 1 i ~ t t ~ " 1 r f 0 jj ~ ~
, _ _ ~ : t ~ r i ~ ~ s ~ j f 1 ~ ~ 4 , t ~ i I ( ~ i 1 I # " ~ ~ s ~ } } ; 4 ~ ~ '~1 J` 1. ` ~ r~ ) r f , .,.~f # ! ~ j wl'J , a • ti ~ , f ~.f ,r, ~F,~ ~ 1 r ~ t
~I s - f 1 ~ r t . ! t ( ~ ~ ,r, , / ! 1 A . f r ~ / sue` w, f f r v^ O
-4-~.~. l } ! - ~ `!c I i 1 j E' I 1 ; ~ E r ~ ,
I ~ r J i r ~ ^-•I t ~ t ~ 3 ~ i "~i ~ r j ? ( ~ ~ ~1{ 1 ~i r7'~ ~ ~ ~ ! r ~ ~ rr ~3,~ f rt ! +i ' ~ j a% ~ r
7 r } } ~ C ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ( l f ~ 1 f ~ ~ - t ~ i ~ 1 ~ 1' J t ~ ~ ~ ~ 1 r~ p f d 1 "l i i i t Y f ./r~~ r ! ~ 1 / ~ ~ , ~ V : r i ~ ~ ~ i f f / V 1 J i t 1 1 1 r ~ 1 ~ w 5 i ' , Xr ~ W; y E r Ca • ',~;f~,..-...,~ 1~ ,n ti } 1 J
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o^ r , ~ 7 -r~ ~ y C ! ci ) =7:' 1 ~ r V'Y f• ^ ~ ~t';l . /f ~~s ~ 1 fo ~ ti...... rte, 1 k i' 1,`~ ~ ~r r , 1 d ~ ! ! f .a ~ .F 1, ~ r' # f ; r r t ~ I ~ I ~ i ~ i r ~ ~ r f i ~ { ( ~ 1 'r ```'~.f f f ih t i~'" ~ ~ / / ~ e
~ ~ f 1 . ~ } - , ~ r f fit I ~ _ A, R E' l • i a j , ~ ~ f / r l t f ~ tl l~~ / jj 1 w w ~ z.
~ ~ , ~ , / ' r M z I s u, ~ 1 } ~ .`~f ~ \ ~ F... v.,r'"' 1 ~I. !1 Iv ~ ! j f .'f / ~"k j ~~S ~ f { j 4 ~~S ~ ~ ~ f. r. f I J ~ \ 1` A. c, i - t 'i' t ! T,,' 3 f ~ f ' + ( ~ ! ~ r~ i~ s f 'f a
1 ~ p~~~~ 4~s
1 r s 1 ~ l ! x ~ / ~ ; j ~ ~ ~ ! t r P r J ~ f } k ~,r i 1 i } p - X •Ea l.y i f r i 1 f f~ I ~~i ~ i ii ~ I? f} } t i i i /
- ~ t r J
P , ~ I ~ ~ ~ ~ , ~ , ~ ~ i l ,f ~
~ ~ t i , •1 ~ f f ~ a~ ,r~ ~ ~ ~ r ~ ~ i r , 1 /J sr ~y,..y ~ k
.~r 1 ..r
r ~ ~ l ~ ' s' . t ~ ~ y ~ f~ } .i'' ""•~~-,...rn'31~ e.. y" %I ! 1~ 1 l i ~ r / v rr r,,R l,..t i _ ...._.,e.P ~'7 ' ~ i! / 1 -f""'
~ ! t ` ~w ~ ? f t~CTION LIMITS ; ,..~....,,r ~ ! - . J / • ~ / , r . l ,x~~ . ~ ~ • ~
~ i ` 1. ~ r ) i jj y ~ ~ `I n ..r ~ J s a
1 ~ .?r ~ ~..n Y f F'4 ~ of (r ~ ~ ~ .-m^"'.w ~:Y , ` , fff / r
ii ~ fir. f~ } y J ~ ~ , 1. - ~ r _ _ , i- i . ` p~ j 4` . f iJ- • r f~ • . iii
~ / ~ ~ ~ 4~ - ~ , f r i _ _
~~r° ~ r f ~ ~ M ~ ~ f i f r - r r
j ~ f /f I ' `~L ~ 1 i f Hr A' 1 , ' } ~ ~ r1 ~ - ~ ~ , F ~
~ /
j r f,. ~ r . ~ r• ~ , 6 ~ ~ , ~ J a
~ ~ s ) " t ' ~ s ~ J ~ ; r ~ ~ ~ ~ ~ - 1 ~ i s / 1
1 ,r;; J///,i^ „.f ,r' ~ r r 1 ~ ,r 1 ,f f ~ J
j`°`' ~ i 1f J J i lr t , 'S..'_..~-n~/ f .h ~ . s ..li-"'- ...n. , / ; _ ~ :u..a+~. ...r, ~ ` I f r _ I z f\ ~a ,-~i _ _
lr • f V UP r r P f w~2" i
J. T F L-A
oil" T7- 77 T \
.f' z 7-1 n P a
r 7 J z LLM to <
r A,x 01, 2 I f~
'v.. W 0 0 J Z N
1 J r
Ilk f i + rI fr , r ,v r tn
:1700 7 W f. / f W UJ
°I V? A r rte' ,ti~w ''l r+ /
/ t ~ ~ ter' . ,;..r . " ` . ..~.M-•, u t •g• ~ \ } I : ';Y f.^, -'G. ""~a~'r ^y\ \ .}'t ~„r /r { ~ + r rr , f "y' t, , \ \ '*a,. `•4;h• ..,r^-- - w...,... f--k,.' r/' / y. d , I` 1 f
~ ~j f'J • Wiz. ' ~ ~ y' W., yl 3e / ~ y S ` } " ',~''a... j4 l/„'" ! ,r`~ r'r `'~R
d l7 *rt i i ,4 t ti _ r d f a'
~ k E} .r=°" ,j~ ~;'f"'P'~^ /„~''^i" ,,,'G. ,,~f d"'" `.."•-,.."e...,.~.-- ,r` ~ y ~ ,y`+.,~ j j ti,, M / , r UJ
^y w'.- {,y t d i" G`jf /r yy,'1' -c•~y~ 1 ~..r^' r ;rF_ ! j; ,
a ,^-,_f ''r'te f r ,,s .,,~w° , ~ t -`Ak, ? r ,,,,a .f Y,!` Pf• A ii 4' k t . 1 t - e^;"..,
M f ,t~y~,~ _ / , `,,f',,, ~ / ,r" r--'""_.,.. _ • ' V~,11 i $}y ~ ~ '`ti , ti' x ~ UCT 7 J t a
'!j r`'r•,n»;,,x'*"~y ,~3` f/ ~ ~ .k', f f r (r o r~ i1 i'3 t1. ~ ~ \..v, ' „ UG' .
--•.,x~~.~o . v - oil
V. w . ev~ k L;j .
LEGEND , \ j'i ' J; k r ..mow r f i U'GT
EXISTING CONTOUR PROPOSED FLARED END SECTION WITH OUTLET PROTECTION
` EXISTING STORM DRAIN PROPOSED INLET PROTECTION IP-6.52 NOTE; DRAINAGE, E&S CONTROL
EXISTING DROP INLET PROPOSED SILT FENCE 5F-6.62 1. PROPOSED CONTOURS ON THIS SHEET ARE ,'~##alli~lte#f~~` ~ t t t t t r r r t
2' INTERVAL CONTOURS. EXISTING CONTOURS -N T Mo ' C i T) T10
599--''~ PROPOSED CONTOUR TD->' TD-> TEMPORARY DIVERSION DITCH TD-6,20 ARE SHOWN AT 1 INTERVALS, :'4 • : F " 100 50 0 100 200 300 . o ti• T-
,---700------ PROPOSED INDEX CONTOUR PD->• PD-> • PERMANENT DIVERSION DITCH SEAL r
2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 ¦ PROPOSED STORM DRAINAGE STRUCTURE P1 PERMANENT DIVERSION DITCH ID FOR STORM DRAINAGE INFORMATION. OF 140 : T w ENOD&ERING PLANNING OONSULTAI 413 • 26421 M ® ® i ' • w RSULTANIS S HT. 66
¦e¦ PROPOSED STORM DRAINAGE PIPE PROPOSED CONSTRUCTION LIMITS SCALE IN FEET 49444 PARKWAY PI:AM RO1JLE'VARD, S1UlTE 35C HDR Engineering, Inc. IN ®RTH CA,ROLNA 2821 CHARLMTE, VN 1=100 S= 350
FUTURE PAVEMENT 3. EXISTING EROSION CONTROL MEASURES SHOWN PROPOSED ROCK INLET PROTECTION at the Carolinas PH4NE. 26,6070 FAX, 704415.6080 ® , G k 704.4 A 28217 42b-6080
WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE PHASE 4+tae#a##i#' rJ t l 1 t 111 OF 14th
TSD TEMPORARY SLOPE DRAIN OF THIS CONTRACT SEE SHEETS 6 THROUGH 8. o , www.talbertandbriht.com GH 8. 128 S Tryon Street Suite 1400 Charlotte NC 28202 9

} ! 3 t t t , ~..--v"i''- f` ~ ' 1...,.--"7'~`~..r''s'",,° r'~r";~^r'}.,,.-.• ~J:,,.••..~ t I ~ ~ V ~ >ti.. t .~.~4~' ~ ~'ti, \ ~ i ~ 4 E ~ ' f F t 1 . q , ° f 1 ..r" . 1\ \ I 1 t ^iw~~ ^1'"t4S,t~ x, ~ ~ °q 1 \ ~ ~ \ 1 y * 1 '~ti _ ~ t t 4 3 ' ! ~ ~ j ; t t S '„4 ~ ~ . t I ,j{h' ~f^~ f t'~^~ ~y / t t if
y t t } ~ Y : f ~ ,,.y^" ,.,~"Y,..^' oy t ° , ; i; s"~,^.y; ~r^w~w-.., -~i , '~..;liv,n,.,,.., , ~•',k 'sr \ `f • _ c s ~ ~ ? r,~»?"~"...-''~ -,"/'",.Y~' ^r.V ' 9 i '1 / ~ •t} 1" \ fil l } } v t S r' 1 1 ~ t 1J i t° ,r J~"~ J i ~ ~t 1 +e `titi t ~~I'',~ ~ C~ 5 ~ ~ ~RA~ 18 ~ I t 5 1, , ~ ti~ t 1~. t ~ .f""..,.. .3 ~ ,'`t ~'ti ' ~ ht ~ r ' l.~' l i ` \ ~ ^„rnyc~cts~ zr~ \ r"~" ~yvpst,•byst'sw. 1 .A ` t . .
l ~ t 11 ,rY ! ~ ;,w'^~ t 5 + i ? k `d-.. t . i ` °af ~ j'v't' d ~ ..t'"~.. ~t \ `"t , t 1 ti _ _ '~,r ' ?''w-~~" .,-"~"`~~.--"'°".r-~' „ f t r J r~ ' ~i 1 F,l ' f f ? ,~,ti.` ` S i ,.,"r'":•';^'.. 4,'.M I ` F f /J t t 1 i ~ \./`^f /r' t ~ ~ " ~ y 1 } >•§r .mow t, t, , r _ err ~r°` y ~ .V,, ~ 3 , ~ ~ tt ~ r , ; t q`b,< ~ ~ -+?5y ! w C-^ f It / , ,
t ,,,f""'" ~ ° ; ' it ! E J-,,, t ~ 1 r°"'~'"' ~~-~^'."~4 q'" fJ t'' f F,,~.,, _ t • ~ ' 1 ~ r i ~ ~ • i k. iSs' i r e-_.., P i t, `m, , ~ J~ ~/',y".` , c~^~ t", . ~ . _ . ~ , , ~ ; P 1 . c 1 r ~ t ! 1 1 r^n / . , 'W 't 4 t } ^.r'' .rr,~/l„/r k ' f^^~uJ ,i"S. - ! 3 7 £ ~ t" ~ .Mf 1 ~ { f ~ 1 ~ •"'y.W.,- 1 m ~J' ! / y y f n~ t ~ ! r {•I k' r` T ~ v/~~h 'S Sit ~ ~ i ` 4 r~r } ! ti. \~4" y ` , V ~ III ~~~Dt~ 4 ~ µ r ( s , ~ i \ ly \ . th 1 ~ ~ ` I 1 f ) ~,ti~`, L ~ ~...^ti.... \ , t t. ' F' ~ \ ~l 1 i-~ / ! y l t ~;1', y ~ 1 \ ~f k i t " Y ~l n ~ \ •'vt4 t, 1 s~ v.' , i i !y l 0 ~ r r F
;m " ~ +b." 'v, ~ 1 ! 4 ~2 .r~1 .a ,S~'`~ .~~s'`,, • `vt t' 4 1 t i :1 +'t` ) ^~`'~y~,~~7 ,ar "'i `ti?r ~ 1 ~ 4r J ,S t } ' § ~S"., 't / " f a J , ~ 1 t i' % i ,I nr+r ,r~ J r... ~4~ . f „f~ ~ a. i It f ~ ~ ~1'V +.F VT~ f E ~ ` \ ~n, 'S.y M. ~eT i tp i y ~`~1P yt 11 t ~ 1 . \f~ t \ 4'h ~ t LI 'yI ~ i ~ ` w 1.... "ti ~ \ , ~n 4fi 1 'h~ y t R t i h •2 55 ,h 1, ; , J i ' \ ~ ~ t ''1 . ~ ~ ~ ~ \ hi` ~h y ~h it tF~ t 1 ' 7J
j a yr s`S,"'^--•"'" ~ lr~ ° ~ t ~ j`wJ`rs ' ~ a~~1 r,`~*, .r ffi/'t'' r! r°rr J r r d`r"~...,F I j,r~ r ~ e^"""'"'"" ~ W , ~t 1 t i ~ 1 h \ i y 1 i r 1 y ` ~ ,"4 .,rm~ •.J `''t \ ~ j. ~ i 1 i r d ~ ~ } 'r Y e \ ! S t rt 1 r l i 'N' \ ~ ~M~,~ - f r, t\`.. \ 7` a } ~ 1 , } •e 1 ( t , ` S + ¢ t 1 ~ t A V `ti y ,.:G~ ~ s' ''j \ ~ ..yam',' ~ h1 ~"~.,1 ~V 5 I n d~} , l,,
"w `vw k 1 } 11 ~ ,r" t '1 _ / , q ~ 3° t~ } } 't w. ~ ,t ~ t ~ J ~ " ,,,~t ~ t1 t \ ,t °'4 '.x( Z, ` } 1 ~y; r t .t ~ w..-f a ~ i l d ~ J r ' f ~ f Y ~ l! ~ ~ ,«r ,,F ~„w„-° , ` " ` ,,u~ _ j ~t l t'1 1 v~ ~ ^ \ ~ , w.n... Vy 4 1 ~'G ~ ~ t 1 ! f f J J j d h ~ r."~ Iw ~1r~~ y h i,+~ r \"t f t h ~ \ n,. , ' ~ ~ r i` S ~ t : ~ ~'i~ >='t. ~ '"r' \ S 1 ~ 1 t ~ti' i f l ~I f t ' ,.~2•.-•, ..~ir~.~/ :5',. `L ,,ti r ' 1 ~ + ll h 't h \ \i ,'h ~ ~ 5 ~ t y i Jj P f r \ k f f
^1. ``w . ''~•wr ~ 4~ t °t 1 'i [;y,1 't f l~i°, i i "F^.,~.,,.,.. ~t 'r ~ i "J I i 1 it ? ! { t `1 jr r ~ ? w/' ^ ~ ~ • f...^,,, / r•-- r.,.- y'"`+~,. ~ f 11 t \ ' , r' W h s 4 't k l ! f t,9} ~'F, ,s-' ` ~ , ? s } ~ "~'4 ,k 1 . ~"k ''ti '4 ~ t o F i 1 i a 1 ~ , ..T 'ti _ "`ti.-,.. 1 ~ I~. I i '1 p o,, . *1....~SM.....,..,.W "i 1 k f f } t f ,w~- ~;i r / r e/ J` t...^' I ~ t T ~ t 0 tis t., ~ a i ,I .sty..- ,l`P'" ry,. c°~ 'wY - .,,s'~'` rrs'`~",''r~ •r~.,.- 1, ~
~ ~ ~ fix, r 1, t ~ ' t q, ,1, i , ~ r / r s+. \ ~'r. ~ r, ~ "`1 4 ~~1 ,v"r°' ~ ' I d j 7 ~ ~ ~ ~t 'r j~ lr/ i 1i;' f' V ~ y ~ ~ „ .,s~ _w / 1 ! 'j ~,..„r '~.'t.,, a ~ 'i ,,ti^ f""".~ -~w., tom,.., f mb. ""~vf°. r"Yl~~y °j,? / F Ir ,''~"~„/'t j i /,~,i ~r ! ~,O r'`~ ..w ~S 'r , f , i i ) . , y w tt f r lr/ -'/p ,r f f. 1 r - ' } e iy 1 '..w . C' ~ . z.+ f ~J ~ , ~ ~ ;'S , ~t• r r'. ~ ;'r f f r t ;ri f'f \ ''`s. s.`' ,mow
,'s ~ ~ µ,.1 ``s ~ r-t'»„.. - .M I P i ~ ~ 1 ,r^'"" / ,,I t 7"` ~ ~~~I I Y V m ~ N i 1 !t ~ y i ''f °:i y,~. 't l } ~ ~ i f ~ i" , + I / r +j r~.r`' / ~ ,r ~f~ lip ~.W. t { , ,w i 1 l t { i f l t i y " rf r-.,• ,s i . .1 ~ 1 r4/f ` ! r l i ~ { i E h t t } 3 1 i J r r / w~ f a t f ~ '~i ~ f f _ 1'' f .~r f I I f,.~....~.. '
\ ~ ~ ~ . L 1 1 ( p ` ,r f i t CK
v \ ~ r ~ ~ ~ i ~ t I ~ 1 ~ r ti b 'r ~ f ~ ~ d ~ P ~ , .r°'" ~ - - ~ 1.4 ~t , ~ ^ t' ~t t t , 3 } i f f i ~ t ~ ~ h"'h\ ,~"e~ \ r r`• ,/r ~ 'r rf^ , i; , O
~ i 1y~ o A` ti y. ~i, t .d r 1 a i t g ~ r ~ F ~ s.... ~ ' S..J'' ~ R ~r l ~ ~ r r It S. ~ ~ i I J ! \ 4 ` 4 , re ` t~ ~ { ij~ ` `i~i '°'~°*,y ~ f 1 r i f } i V r ~ t 4 ~ ~ t F _ , v. -.m,..~ % ,h ¢ } ~ 7` ( t i : Ilf ~ t,'~' ~ '4 ' i 1 j I ¢ 1 < l i 7i ~ y , ~ \ j iy~< ;1 } ~ r ~ ~y i,1 t f,~ P i ~ 1, h ~ 1~ l ? diµ .m.., Yµ..,,,.
t A,. y,.. w. V~ s G'', l i t •..t E ~ / ..r ~"ti. ? _..r~ '„a...»-ate t, l ~
t r 1. l ` S ts., a J f J j1 # J f~ ~ f ~ e ~pp~ } t t ~ ` J~ `11 }1h, Z s}tt w",r' yy 1 + j` r r ! + J ! t 1 ~ " ` :1 i ~ ~ 'l' I I 11 z 4 ? t ,.fir I t t ~ 1yM ` ~ f t ? ~ ' . ~ _ :.~1 ` ~h. S ~ + .N' ~ ~+ti. `~.'^"eC ~~s r j/ 'z.: ~y ~t~ l ~`K,,, r,•
`5 1 a ~r 'v ~ ~ ~ z i ~ s 4 ~ t a ~ 1 4 i t f e } } l ~ ~ k ti ' Feu, t d / s d ~ t ~ d i k \ ~ ~`w.. 11 i t ~ ~ 1 1 i ` 4 ~ d t r S P 4 \ I / r- ...,y . l r '{j ' r:. r / r 1 r iE~ h t'r. n ~ l ~ ~`,,1 ~ ~ ~ r l Y`~ ~ ? r' .a / / f r n . 1 S r' ~ , s s hhtq t ~ 111 ' , lh f I # r xyL^' n .4 i ~ ~ ! ~ ~ !f Cri ; i ~ .~.t'""'"a, ' ~ r 1~' `ti ~ 1 r a \ h t , ~ i + ~ ~ • i" r~ 1 ~ } ~ ~ ~ ~ i~ ~ E ~ r ~ P } 1 h } ~ . ~ ~ Y t " r~ f } 1 ~ ~ r ` i - ~ ~ ry Lt- F- 0
\ ~ 1 y 1 1 V"* .i , : t ~ t s; ? ' `i t• r. ~ ~ • ti.µ., ~,r .h ~ = y / i^ / ! t
~ is I J V y ` ~ ~ 4 , a~ / t ! / l ' ~ 55 ''•,w \ . '+j d~? f .~S s 4" ~y ~ ` e ~ [ ~ ; ~ t 1l { ti, ,w/ ! r i ! j ~ •t ~ ,~1, ~ + ~ s~ S t F' E ,5 ` ! 1 / t ~ Y ¢ 4 ~~9 ` / + F J } 1 i.. i t 4'F ~,~py~ {^'w7` ( \ ..s' l t ~ / h t S { !'C \ A~5 t l ! / ' ~ b\. 1 ~iM+. "tir:. ( J'S ~ ~ 1J; J i " ' t 'mow"'/ ~ 7 1 ff, E \ I ~ i u?"~ ~Q • ~ ~ ; ~ , { p , F-
, , ~ t i S i? r; 3 l i r: + it } 1 l i l # ,rr ~ 5 i? y ~ ' E f ` j 4 f ~ { { ~ -....Sir"'~•"" e~f, t 1 t St \ \ 1 1 }f ~ f ~ ~ 1{ M14 1 ~ ( ~ ~ i ~'~l>\ F `p. O {~Y yf ~ . t i 1 ~ cy r,,t F~ y ri ~ ' ~ ~ s M1t W^~ f ~ 1 t a It~fit , ~ ~ ~ ~ ~ 1 ,~.F f r y I yc ~ ti~°~ ~ , 4 \ t .~+f ,r _ f i f j F 'r ff''flt < 1 .~...I ~ ~ F E I t . " ;'1 " h .,?.z^.: ! ~ i ~ r ~ t frk- < t+Y„~V.. i t ~ 'fir r 1 ~ ~ ~ f
~ c `4 y "'a `•,'~i` ~ ti `M'"',~~-..,, ~ ~d~ > > r l , t' I f lc 'r j ' a. r'--""'- „ ~ '`y" b ~ t~ t ~ 1 j 1 ~ Sr1J r~ ~1 ~ P ( ~ i j' I ~ ~ ' I ~r ) ~'h \ r ti ~ " `~y ~ k't h r~r'1 C.. t t ~ Et ¢~:.~t ~+,`C4. t ` t ~ 1 i , r a ; - , , t ~ , ` ~ } ~ : y, ,t yf !r~,~/%~ w..-- cJ ' t ' t ~'~a`,\ ~ ~ 5~, ~ ~ 1. i. _ ~ ~ ~ „ a~ , (t t i ! , , 2 Ci ~w,>_^~--~'~~'" \ , rA' . t ~ y ~ t ' i ar r ~ t'' t°~ \ a~ ~ 3
i j f st';} i = W y sK~ 51~ k,• i 1 F CIS ~ ~i .M1 h y. ..i } ~~~~~1; ? t ~ ~•~\~4. \ ~L t i r- h 1 k, i 1, S .<,ti. - t ~ ~ } ~ r ~ i~?vt+.,' ~A~F/ \ ,.Y. 5 °y ii'r r*.f i \ ,y J i ,r'' / n. ,,,y ! "r\ 4 \ ~ 3 i, al 1t
..w...,,» W' ....:.a?,c'..,,.~~.~ ~ , s ~ 9 ti,` '°a, ~ ; h \ ~ ! i t 5 } r, 1 i ~ t ~ r ~ >EX1~ ~I G ED1M~EfiI 1'~A ; t t Y ~ 4; ~ ~ :t i. 1 1 ~ i % ' - J ~ " ~ 1{ _.,.=1 ` t ;t r~` 'x.~ a4 1 1. ~ ; ~ ~ 1 f ` I t k~ ' `1 1 / , k ~ f { 4 { } 1 .1~~ J = `"v 1' >S V ~4 , 1 1 i ' s, , ~,a i k, ~ q ~ y t~1 € 1 ¢ °4; , I ~r M ~z~ ~ + , f i i r` ~ 1 ` \ , 1 ` 4".1.~ ~ f ? ~"y % ~ t ~ j } ~ ~ j 's~~+ t, r f ~r ~ ~f \ o r ~'y ' ~"1 ¢ ! hh~. ~,1~ i , i t ~ \ ~ 0 ~ r ~ • ~'r j t'~. T~ ,~j V { ~}.'fi ~y~ y y, ~;."sY Y u
t t \ i S ~4 . i , . _ . _ , ~ ~ti ,j', A` 4
~,+r'` ? ~ .v `f.~ f i ^~'w,t } ..tV ~1 -.s 'a ~ 1 t ~ i t ~ J~ / fi`t' 1 d ! "^r ~ai _....•,-gnu-^," i, _ ~ t 1 i t t , f~~r, - \ P V r ,a ~v:.ti f `o„•,, ~ , J ~ r J / j ~~y',' +a3 „`"-'i .r'"'',-- /1 r~ / ,s' Y Y s., r,,,,.~,~4 t``w "ti., `1 U! ~ ,r~j ? } P i l i F~,Si ~ 's ~ tr \ ~ ~•'n ` y " S ~ y , ~t 'l " \ ~4 t 1 l i f/ ! p i ",bi ,l ! t (~y + I ' / ~ r ~ 1 i ;~4 ~ \ "'r t, j 1 \ \ \ i : rl f' t j' ~ 3 ;J.,: 'N °r' ;a \ , \ j"Q • 33,,~,,, i ~ I ~ ~ ,.r~ ~ t ~1 ,t ~ . ~ ~ . ~ r ' l 14: ~ ~ ; ~ f / ~ I J.;,w: ~ f ~+i ~ . '7 r ~ r S \T , r r t j 6 ~ ` r ~y, 't h "~'`J r k t ~'`t,,9 ~'h ..1 i t /'d 7 } I p ~ t t r i. f ~ a r ~ 1 R;4\ J w w w
,/J r / ~ t. ` c ~ t ""~'a^^.. C%~ \t°` l P f d { ! L sr i f ? >r/:,r ~ ! r~ `t ~ ~ , t ~ 3 ~ v"^. 'fly yt'., } 7 { t r f f I O r rcg 1 i . , q ' I ~ '1 ~ i h 1 ~ ~ i r ' ~ i / 1 f i 1 f y4~..+wr•G~~a,n~. ~ , f ~ ~r { i d \ a, ~ ,y + y \ t cT i ~ r A' I ~ I f t i` ~ .f , "s f t t ( " / i l ~ i ¢ 4 z ;r` A ~ ` ~ \ *,t`s ~ ~ ~ ~,tl`t ~ i 'v ~ ,h ~ r I ` 11 / 1 / / , ~ ~ + ,y+~,~a ~ f 5 , 'f ! r~ Y ! r. x• y t S , t ~ , :fit ~ f W._,.~ i 1 h1 t i 1, j/ r r j 1 i `y f {i !'r~l/a ~ / 1 c t
/ ~ 1. i _ ..w.. } r r t J~{ r' w,/ r,%1~f` ",.w-~. '\f~ ~ ' t f l "'z,., ~"'`"`,^r`* `'ti ~ p t i ~ f ` r, i 1` ~Mr / f M t t - ~ ' \ { ti„ { y, 1 ~ ~ 't F E ' ~ ' / r i S i//r ~ ~ e , ,X" ! f r ~ r ,r f,' Prf a ~ r { ^,ti t \ '1 \ ~+1 "t^ ~ y °,~ti 1 N " \ ~ j ~ r • i ~ ( ~ j 1 i ~1 l~tl r'^ ~ r y: . p"'4. ¢ , f~ ~l 1~ r, , ~t 1 ~ s\ ~ \ "s ` 'i t ` 4 - ) f r^.. 4 yr r i r f N L LO0
J" r'' rr ~ .t'' f P ~ t. 'e ~ ~ r lf, ~ \ i } ~ ~ J' / ~r~ /J i ,a r,,,., ,^""r°O '"?s~ r 7`" - 5" 'a \ 11. 1 w„"~, .,,_w... ~ ~^"~;.i i ~ , i s ,r a' / ~J r' f ~ 1r' i ! ~.r` s t , ; i ''',~.^r.,~ ..,~c:' , A t rJ ( ,a~ 1~ i Yom,, ~ 1 , ti; r f , ,1 h ~4 /y w o,„, \ ` i \ i ~ ~ r + s~ t ! ytp r" = s w l a"~ 1~ f t d I ,s'• y 1 \ s \y ( 4 r'. t ty 4ti'.. \ ~y ~t j` ! , l if i 1 S r., 7 f r f' 1 ~ rr r ~ ,5 ' ti. 1, t \ °„S' ~ a.Y"\ ~ ~ ~ i 1 ~ S , it ( 1 t t r t if yF~ r j t -'Jly~rt;~ i f t f t : 'v~. by
/ _ ,~s „w~ , ~ ~ , J ! 4X 1 row. w'", ,~,_.,m. i i / r "rJ ,f , ,t ,r'f ,?^'s' s',,,-~ f'`"- ~'1.,..,, \ ~.'d j ,,3 , t I "``~,q `h.,>O t w _'~„4, } j ~ r ,r r'f r ~ lk'9 I J ? y / 1 .r" ix ~ '1,. ~ k' i t ° l' iJ . SF: ,.f / r'J rte. s r \f f ~C ~t 7 } 1 `j"'il '-a*,. ti.~'„", in..` 1 ~~1~~°../r r 1 j I 1 1 ~ Y ,1 i s ,t ~i' s ~ } 1 s ) , } 1 t J a5 1 `-~w;•..,. t., 4 o ! / ,r ~ S. ,~r f j a f ' ,v r ,l a.. ;+t ~ ! , 1.~ "yh•. 1 ~ ~ I ~ ~ f ~ ' , r ~ I' } r ~ ~ `,'7", f f r t "r~, • ~+~k't , ~ . , ~ ~r 5 \ ~ ~S S ,y \ ~ t t f ~ i t ~ r . I - ~ i ~ / r d~ ,r ~ti. ,~t~ f d ~ 'I ~ E.,, 's l ~ h y t a i 1 'd~ i i ~ ~ f + i ! l ? } f , _f ! t t t
..r„ ` t} / f/ s t t k a d i n, t R '.'~,4~ \ k i t , 1 i J r t rr;'.`, •r ~J ,..^I„~ r a, r 1 ~ ~ r 1 i " h,~ .~.,~^w.... ~^,"-.,'''.w..,,,\"'^.. ;'i ,.yy r ^`,`^,.;•"-,..mot' k ~ ~ r f l r J q~ i I~"~' t ~ i / / ~ ,r'' 0 ~ h .5, n k I ~ t C ^ f i r r / '1?: ti.w. 1 i P r ~!I ~1, ~ 1 ~ i I 1 ~ t = r t i' r~ S ey' / f ~ i `s u">r lti ~ f+ rr is r' _ .i;, ~ ,\E 1 h ~ ~.t, ~ y ' 7 ! ~ ii S i ~ t , r r J j i ~ i rt ~ 1 t.r ~ ~ 'e `ti
e w, r.., J J y) ~ ~ A\ ~ 4}, by r-- A„ , A 1~ V w,N.:k' m..r F".,.rre""" r"r ~ ,o ~,f ) ~ t° e ~ ''r y~ `b "ya„'q, r"^,.... ~ t ~''t, ~ k f'. P t Y ~ ~ y'1' {t< / .r'r t'. ~ ' ~ ~e ~ , ~ i~'k ~ ~ i ~ ~ ' / i ',I ~ i j , } f F ~ r ~ ,r` ~ . , ~ y t. P t d 1 Jr r ^ i..i ' ,a .,S f } ; ~ ii i f s s { ! ~ % r" d . 3 i~ t I r ~t' Jr" ,r~ ` .P r'>" { ~ t ~ y i y f ?r ? ~ l7' l 1i , i 7 i S i ! ~ S ~ l r l r f ~ ( r. ? ` ~ J % / i ! y 4 ,l ( rl ! r t t \ ~ S t ^,i 4 ~ i ' t', i t ~ } ~ } k} ~ ` f , ; ~ i + 1 ( 1, / V~ . ,r ~"p , LO
F ° J ~ ..M'"' . 77 ~ j( 4 ~ h 7 ~ t t ` ~ S I J,' r. ? J ! . ,,,...r"... i p"' f } 1'ti ° '1 4 " M,w k tea; t "v I"``, f 4 ~ ~ r / 1 1 ti - ~r t~~ r . f P ^^y v ~ t •~'k,` t, / "„i w. f t s { 1 i, i ~ ~ Ig,. ~ r, t'r t i { lac f r~ h \ t ~y t. \ li` y 1 f f I ~ r! ~ i j I' ~I F ~ 3 ? / }1 'R r rj ,wN '».,,.r t ,i i$Cf t"' % \ } t # ' ~4Y b~ i• F ".l 1 4 ~"F 3 : S ;i'v" j • P ~ ~ - S [ j i 1 f 1 i ~ % / ~ J f ( "`v. i 'I r,i % r e tx~t z; ~ ` ~ a" as ~ ` h vy h ~ ~ ' i 1 ~ } t y (1' f t ~ J ~ 1 f i " I a i i f t i f%`/ ' S ) d1 ti ti ai 1 \ i a,,. , t ' 4 ! (l / ' t ~ ~ F 1 R~. ; ^ f r ~ ! ~ *"t~.~"" P`;;;
~,,~",_-.,.-...'~/"r ,J^~-- , I" t ~4 , ~''`s`\ t i \ .~,.r-• "~`i '`y,`~•, , ~ 1 ; jig 1 ' v " v ~ ~ .t S m+"'""y i ? ~ ~ t ~t . t p y ~ l ,,,.,,,,i0 ~p J 's...,.,","'" 1, P \ } t 7~ ~ i 9 y w"ic; L.~ i 1 i ~ r t 's'; ~ ~.t'"" ..i i ' t " ~ 1 i ~ f i f, ' / r r ~ i f J i 'h~ ,;ty ° ~ ^ S \A,` is k, I ' ~L, 1 S o ! ~ b'; `t . h A ~ h # ~y « : ( , / i T ~ r1 / - y ~ •,>,y. F' ~ , l 's ~ I ~ i y r, i } ~ ~ P ~ t; y ; ? ~ h t ~ ~ Q S `,t ~ j t ¢ i } 1 • i r' i i ~ i F' § , !r J d I ~ . t v: h ' /'f I r` F-- F-- o M U) U
,..r°` w,,,...e~ N~..x „,.r^""","° r' .+r Nr ta`~ S 7 5, \ l „4 e?J~ 6 't'^., Tom",,.,;"'.i'n~ ~ \ d `r, tt\~~~i't,' t t i 4 i /r r".,,:,.w ~d~^-- F' ~ ~ \t~ ~ ~t t i t ~ } ~LL w^,`...,-.. ..,d /r ! ~ ° "fir, r 1 i r~ h ~ 1 f ~ F?•: t .y 1 } I t - ;jam ` r. \ i . 17 I 6 ~ f r ~ i a r ! i ~ ~ t,~r t \ ~J~ s r/1 ~ ~ 1 { j~.; ~ ^,,~ti l r," , . t g E - i i - 1 .r; f` r Jr ! h Y. ry "r', t , 1 ~ ~ gv' 1, , s ~~1 4 ! ¢ I I { ~ ' 7 ) ; .fr ~ { „d` C'l "`•''1 9µ`pls~~, r GL a. N
~ ~^,r'"" " ,r^` r,_ r. Mm_..m-„ ?t ~ i 1 ~ ~ ``L` ~ 0 .,a 4 , '•,`w. r "t , . ^'a~, ~ ~y P s~ ~ . a ~ t Y ~ .r r: f / , ( F ; l ~t a .h~ t , 1,; ` i ~ f s : ~ I t f I I r, ~ t ~ r ff / , > ~°•t~ y+) ' (t,/`~ / t' s ,h i ~ + ~r~<i.. r r h~ l e ky l~ / i + ~ ' i c \ l , i t ,,.,_J t} ~ r . S ~ i c y `~s t .t 1 k ~ 1 1' j,' /f y t ` 'z 1 i 1 ~y t } s ' ~ ~ i ' ' ! , t S { i i ~ i ~ ~ti ~.k" A / ~ `ti'-h. { t t ~d ~r j y S .C , ~ ~ 1' ~ ~ C ~ : S 'r ~ t l ` t4 \ h~~ ~ ~ f i i ¢ i ! t` ~ ` j ' .t, S / h, ~ ~ ' t ~ ~E . ( i • ~ t t t t ~ \ / 1 ' 1,. ~ v ~ h z ~ ~ , ~ ~ ~ J 4 h f r - ~ , ~ :.k ,r , ,1y~~ 1 , h ~ f '.y. ' r' <It h ~ i ! ~ 1 i r t r"? f, f ' i ~ ~
„r' w - w J,,,^ 4114 R~`~ t 1t l ' ~ i ~ °~CQ"~t ~ 1 r..: ; 4 ~ ~ ,^a t ~ f i` , .,h i', ~ ~ 1 t ~ ( ' f t' OZ i o` p 1 i l . i " 1 i ` y ~ / lcr q ~ t tl . h ~1 t ' f ` ! r,e'"' ~ s' / r Y 1 y E I \ 4,i jr / 1 l.'"r, it t 1 i j 't ' i / a ;l y,., ! rj rt r i, ' ~ 5 f S ( t' t ti m Z
r \ t "t. ~ i '4 l<. L r .r • ,.l y , 4 , ` t ~ t f ' t ~ 1 ~ i ~ f i ^ i r . d• 1 7 i , "q 5 ~ ¢ ~ ~ `5 5 ! 1 r, h:' / ~ ~ ! / ^`t 1 h„ ~ Y , ' t ! f 7 ~ E ! ~ f ~ s f f i l I i I t - t JE f /f ~ j 7 i~' o~;t:.y ~ I t , , .,,{'S. , j ~ , ~R `"7. ~ 'y t ~ ~ 'e , 't i ; . t" M' s „td'< d r { ! ! y t s. 't . `4?, , !.'Yr., y , h 4 t , '.t ~ "-R"~ / 'r ~ '4 ~ ~y " \ , 1 ' ¢ ~ i 7 ? ~ i l f 1 i E ; t j' i ~ j >a ti.,. ' ' ~ \ f:, ,r ...K t t 1 S 'u 5 h ~jy, i t y r r ~ i f ~1 p,^" t 1 t f, f i .,'.y ~f ri 1 i , , W z m p Q V)
. , s I t ~ ~ `~e ~ r.' j t t ~ rf~ ~ + ' ~ ':~yii~h h~h 'a ~ { i 1 ~ ~ ¢ ~ t s y ~ ',,.r j , / , f l t s S i 'y ik t; h ~ ' y S r.\y ry.;r; ! ? i t y. 1, I f ¢ } F s y f f ( i 1l . r ~ jf d ( i s h a y 1 , t c . t ~ ' . / Fy- V) C) w V)
~ y, i F y ~ j t i, 4 r "."`w-^ ~.M`~,~i "'ss``^,,. } `l °t t e'!t J;`.... ~~y.., ;'y f~,~i~ ^>ti t" f I i Y S fit, t ,`1 • - / ; f ' ( } 6'" I ' ~ ~ 1 ~ j ..i' ~ 1 a ~ ~ , ~ € ~ , , ~5 mow: , `~,ti ` i,ti 1 `1 `1 \ 11 \h 'yi ~ ~ I ~ t f a ~ " + kj s k : ~ E 3 ~ ~ 3i i i l ¢ i T \ t ~ ~ r .~,~l~`r~... i ~ r~ t i ti. :h ~ e ~ r ~ .M1 \ i ''s ~ E,.. ~ ' 1 , ,r ~ ytl ~ ~ s ! ~ -A ~'i 11 i ~ ¢ { ~ < . , ¢ l [ i t 1 S I l ~ 1 s , , w uj z LJJ
~ } c"'"''~ "^w., t'"" ~ "+s~. ''r ~ i 4 i `i P , .r ~ .x'r ~w~ f,,,.:.,,...~.,,__ r.r , %s~. ~ 4 w ~ ~ t r P r' ~ ~ r r , 1 " r''~-° y ` 'u ; tr , 1t L.-... ~ 1 t f E J ` ~~~r" , t, t S ~'m^`«- ~ ~ , \ s tS~ / .?r ~ r ~ ~ t , k `it 1 i ? ,}h'' i : f ,r 1. 1 t ~ w{ 's ~ ~ ` \ ~ 5 ~ t/~, : { t i e h + ys,eu ~ i ~ } i p 'e t 4 r' \ h+~ „ ~ • h
~ .~r' ~ ~ 'tip. ~ t t ~ "'l""' w:. ~ ~ ~ ,rJ....,. Jp> ~ 1 1 1 ~ 1 4} + tc Jf 1 ~ z ; j ^ ....,W 1J R, ~ ~ ! ~ ~,.,`-r.~., Se.,,, k'` t ~ t t 4 s M~ ~4 ! j a!~,~, 'q t °s , 4 ~ { { 5 ! dr h ¢ ~ ¢ .j ± } i I { i ~ / f .r'' r 1 1 ~ y ~y ~ 4 ':h h `,ti "t1 ' g. ~ V.: r sl `i ~ ~ ~ :t ~ .r., i i ~j i 1 '{.4 z ¢ flr ! , 1 1 1 "at qi`~. - , it ` ~ " ~ S i 0 " - i 1 r r/;y ~ w T i , i....3•'•~ : ; 1 ; ~ ,r/1 / :'r 1, , , , 5 , ~ i ""`.h x.~ y ~ ,,V ~ 0 u y~r ty' / f r t.t~, ( 1 i _ r f' f \ ,r `'V 'ti r~..~~i~i, k , 0- LL Q C„) Q
.."..,..d '^a .~»,'."'",t ~ ? ~ \ r;} ~ ~ 1, ~ ~ 7" t ~ rr J r, ~ ~...,,~u `r1~ `"r.7~..~ ~ .,'"'4-~~'W /~~t~ ~t ~ S' ~ 'E~r'' k 1 ~ j i I f ~..r~"'° d i 'err f~/ t ~1 s > p j , 1 ~ ~ , y i ,h ~ . a ff ;{,i f \,S 1 t x.04 ` ~ r"',7. ~ ~ ~ 1 , ft ' ] r t l', ; , r.?' r,,•% ; 1 ~ ~`y \ v~ as ` r ~ ~ / ' r ¢ v ~ ~ j~, ~ ; /
t ,..-..~~,"a-w""-, ..,~`~s ~ t,~0 R .r^ " ^.~1 \ ~ ~ 1. ~1j' .-•i, t \ " N,,... ;Y ~ `s ~-...'""1 .``1 ~ ~`1, ~ } ~ ~ ,s .rte:., .,r, ~ \ S ~y , ~ . r k` it ( ...,h~. 'a, / '.s i., v ,t."K. ~ , 1. s \ •.t ~~1,t at ,"hil f " r • ,r +'b J:' ! "c t f i ^5 i f i ~'ti,,, , i 1 ~ rt . St ' h ' ' ~ t" a f4,,, a Y~~. p t~ ~ t ¢ ~ 1 .!J' r r , 1 \ 5JY "t, \
1 t'+ "w ~ " ~ s'e, ~`"i l \ ~ ' >y` \ ^std M. } ~ ~ j} "s ~ 1 r,,. R i M...- 4 ~ S l „ k s ~ ~ 1 ~ 'L ~ ~ - ~ } 4' ' t, jam. i } } { Y*Myl/S \ ~\s \ . i ~J., y` ! j jr { S' ~ f { ~ ~ { 1 ~ 1 •h t ! I9 ? r '4 \ ~ki\ ~4.
,`i ~ 1 ~ , ~ \t'+~. f f r ~ f i y,~ f 1~•. 'Ei' t `i t fr r ~ 3 j ~ 1 t 4 j',r ~ .r''~ .r.-•^ , ti ~,t ^,v ; t ~ t. y S, 7 / ( .t y fh ~ i t l i i f i ~ 4 r' r"^ t 0. ~ ~ ~,y t T" f~ ~ rp „2 ~":o ~ 't. ~ , ''w ~ i ! N..A r f ' , ~ '1 ~ ~ "`P A. ~ e ` ~ ~ ^q.,~, ^~.M!,/i 1 t,,;~`„/~ ~,y ,b,,`,~ t~''~ ~ f ~ r ~ 1 \ t .:r „t \ '.~/V ,
~ _ r t~~~` ~ ~ 1 R i ` t 0 w., , 1 1 } , i _ °t ; r ~ . ' i t p \ ~ ~ 1 ~ y ~ r .r 'rt".,r^_ ~ ~ '^w.",,., 'S, \ ~ t ° a \ l , 4 sy r' :S r ? i rt 5'~ r ~ f { 7\ ;r :kt t l f t f ~ i it s i f \ , `F~ 1 rr fr p ~ t"t \ r i S / ~ ~ ~ ~.•r " j + i 1 r"'+. r "1 1 § t 1 r p~ i . i. ' 1 ! I t 1 i i „ i ~ r, \ y . . y~ S 4 ~ r.,. I 1
~,?~4 \ \..«w..+.W I'? n,~I' x~ •~n, ,,,,,.,vu .x~ ( . ~t F ~ 44~ Y~~. .,.,t Y \l \ µ `0. ,-,...u,~ ` Y 'vw+" W i I 7 Y ~ ` ( ~ ~n I r'1 r"+„r' J~ ti. 1 "'~..,'v 1 r",' ; ~i' i i } ~ ~ ~ ^''"`t, ~ 1 .4" , f t ~ r6 l~~t ',t ~ 1 ;t s s~ a , ~ # s ' { ( ( E t t ~ 'x tr ~ r i dA j i /I. i f s r•i } s' ;,e j ; ¢ ~ y t , 4¢ j~` ~ i r ~r" tf : Q" ! \.r 1 ~`!<~F%''~ f~ ~ / i ~ ' ~ 7 t + l ~ ~ ~ k ~°i 1 , ,
P,»~- a.- \1 f ,~S ~,i. 4. , 'w. ~ l i ~ ",t 1 ~ i 1 / ~ ~'J!J / / f ^ 't 'v ""s. j S h ~ ~ .r r Y s....k \ 1" t ~ ~ J ! J r~ J f i 'i t 1`v' 1 ~ ~ i M 't Is f rf f i .P"` t "s ~ ~ r f }~r , Jir ~ 'S ~ .„5 r( i ! ~ R ~ h ' j St ~ ' j ~ .i r I r 1 ~ ~ l r i / x ~ v ~ \ r ' i c , { l t k ~ l , ~ ~ r r r` ~t a~ ut~ , , /t s E o i t'` ~ r ~ / ~ / ' / r ! f ° s x ¢ A ~ t"~ y„ 'h i , "~.i ~ i ab 4 l t 1! f 'r ~ i } ~ k ~ /o, 1 ~ ; r t' , ~ II - } # i I ~ Cllr ^ A 1. ~ ~ i x_
1 f ~~,.,.r ~ r t f/ { ~ rte t t 1;1S ^s ti t~ / ( ,i i / r ~ r dr,~ f j ',1 4 1 t t"t ~ °e~ ~ ~w \ i d t / r~ J' l r/ ~r r' •,,,5,,,., \f. r / ' S : } } } ~ ~ ~ t ? ~ \ l ~ kL ~ ~ 'r t '~y - r' j!' ? , 0' 3 { ~ / , f t ~ ~ 1. S \ ~ 1 2 i t 3 (E ~nt 1 i ,r i .f'.. I' y,,...~ ? ;I. P4 +L+ r S 1;~ Fi .l t;;t t~ [ f / / / y, ~v ; sy a ` ~ 1 ~ ' ~ ' 4? +i 1 ,.i ~ y ,r ~ .r'^ r,+ ~,r f i ~ i i at r`{/{r'~1 ¢ i i ~a, t, . ~f '`~N' t ~ A i :.r-' m,,.. e J / ,,,....Q. ~i i _ j ~f r f 6 l+ ~
f' ,1 a p e , ~,1 1,\ 1, °it t .Z tt i i ` / JJ ' r :t r ` ,,..~,._.wr'~" r,? ''f'' ~a SS ~1 ~ ' ~~,~,k t `~,,"ti., ~k } ~ tR'~, ~ +r<. w"„ ti's } i i , >L t / ' i s , Jr fi ~ 1 r ~1i :,t"=' f f f tr f ~ ~ t ~ ~ 1 j jp , ,"n f ! r .s ~ 1~~'. 't fjt7 4 f.r t 5' :'lf t f ~ ~ `t f r ;V ,~1I + . i, PP :.tn` / y f~ - t` ..,...a.., A t t i , / f ~ 1 1 , t p Art r r ; 1 S' + "i i!t'\ ~ ..1,,,„,~~ { S f ~ r f.. ,,,.rjf A' .y } t ! :i'" , r i 1 , ~ ~ t fr ' / `4~, t i 'v ar f } y j F ~ 7 E ; E p ~
~ t ~ ~ i ; ~ ~ t' o" 1 ~ `y ~ ! ' 1 `~-"..`"`w,. ~ „ 1 i 'i t ~ s ~ a ~ r i 73~ ' F P ~f~ '~l, v iy f t ~ +w ~M1 ~'K A. ~ 'h' A. 2 t ¢ 'h / f 1 } r~ 1 ce ~ ~ i ~ , t `t'om..`'' , l ,,r ~ti 's , ~ S 1 1 ~ \4 1t \ i ~ ~.,S.~t w ~ 1 ~ E 1 ' F { ~ ri d I i f ~ ( \51, L ~ i 1 i, f1 +(y~d ff `r ~ ~ ~y~, 6.,..s~^ ~.`"'.1~, ~ / f ~ ~ r~%^ ~ , , ~ ` y } _ ~ ` t ! ~ ~ y ~ t ~ y, „ 0' f / a y,- j j r t e ~y.',~..,....M;,... ~ f 1 ~y 51, `i \ ~ ` i i, r i ~ / i .f + 1 d i t ~i~'\ , '`.°.a.. ti`,.t d i f% .•r ,"„r. r ?M., Y" t 4 1 I i ° >ti; , 7
r ~ l ~ \ 1 i ~ ~y 1 1 l~, 1 ,r ,o":.~ 11, t, \ s 'a, y, ~ ~ , ~ r { ~ , J ti I ? ~ t ~ 1 i ~~r 1 1 / l^ rt ar \ ~ v+ti J ~ f ~ i i j`~ } i I ` l~ ? J r a, ~ ~ 't~ ,ra,- ,1? i v ~xr ~ ~ ~l f f ' ! i 1 r~ ./r~ Y, ! f s t 1R'" 1 ' ~ l; sc ~ 1 1 ~..,.5 Jr~'.: e.:.".~. 1 y0 1 \ ~'`~rr ~ t i ~ I } ~ I ~ s, r1 { ~ e..„, µ \,w j"3` R~ w, ~ { ~ , r C(`y ! i ^ ! ~ 4 t f' " i i It v~ s ~ ! P J / e. \ { l _ , r'r .r'' ~ "w a 1 ~ i s2 / ti~ ~ ,,„ti •ti• ~ \ ~ ~ !f / J"~t' l ~ J t`,. %ti",. ~ ~°r.`t 4 i ~ \ , i _ ' v /"°r 'l1 j 1 t ~ I ~ !~i{~ , + .`.°^-....r 'W~~`'+~*~., , r ~t. ~ ~ /7 " r { f ~ ' ~ `5 '"r _m! ~ f /f i, t' rr j i na~ ,t '4 't A ~ i ~ / r t i3~4t .3 c
( f y i t i (j t 9 i r i r' I r f ,r i 4 ```-,w,M. ? ,r~ 4i f ~ ~ ~ }~t t R } ~ t ft r ~ R, ~ ~ # k " k ~ i 1 d r p 'F t ff ^ ~ t i ,,;r ..r 1 t. , t rr' r;^"-- - w, i' ~ 5 °5 ~ 4 ^ ~ ~ y s'w ~ ~ J "i { ~ !'i ' ; r ) I + f` h , ° i \ ~ r ~ ` \ r t l,;- Il r+ \,uf 1 ~ l/ t 1 t ,~,//,r?~«.„""~4 " J' +.'".'.r iY ,s" tR;:-« v { ~ ~l-,. 't 1 pw\., ~ / ~ . 'J' f f w~.,, f ~J 1 t J" ,.,r` \ ~ ~ , ? ~ ~
¢,y f J ( ~ ~ w ~ ~ f f 1 ~ t''r:. > y~ ! .y"' p t y "-tr \ , c a~ ~ . l „ i 1 t f w ~ , `T'/". , / r „ter f - J t ~ , ~ ~ ~ a \ sS a"a ` '1. ''~.o' i I ~ t t d 1 d 1 E 1 a ~..-~r';" \ ~ ti` t ~ w ~ ! ~J j• r~r,;' j ~ ~ ~ p>ys.~ ~ l-s ~,.r S.M r,,,"" ~ \R y t ' ~ r"I// L~ 1 l \ f `t r s ~ ! t + ~ \0~` l," •w' p ~ ~''.f^..... ~ l ^`---.w. .a~~ ~ .N--a, f # p t "`v~1~ ~ q ~ . /r ~ f 1 l' ~ ~ rr" 'ti ~ ~ ~ 'u,i I r` f1d,,r~;~ J f , ~ A1~ 1 w ~ \ ~ ~ ,.f~ ~ 1 ! ~ r 1> ~ti~'a k""1 'i j ~ ..S ~ \y V h. I ~ i' 1
/ ,J'i F d ( } fy t ~ t 1 '1 '~+s.,, ~ •.•.,,sw~. ,_„e> 1, ~ { ( t d r d t l r f C7 /~'s~'. -d f ~ J° J S J t ` t r ~ ! i , \ ' r` ~ d J ~ i ~ ~ 'fi'r r r s° yr" ^ j a ~ t ~ { 4 t x ~ \ ~ `t, "r ~"`ti,~ \ \ ) 4 { i d i 1 / ,.^'r r :j ` } , z 4 t ~ R f t s, ~ 1, •0, 1 1 f i P r ,r x ' `'t ~ ~ t ' } i; ~ ~ ~ r t';' i°'° / ! ~ i sy~ .J • f' f"""w _~.,.,...r^ M 5 ~ s, 1 ~y I y . F{, 1 ,rte' 1
`d, t d S~ t i t t 1 r', F "'t , it J f ~t,.,,+~., . , . . ! \ t i f l• / j I>' : i ~ t " m,,...r`s l'"~ a ~ , i,Tf , , ~i, r ,s', ' tii ~ ~ ` \ * 11 f i 1 _..-T_'.^ / t tI, : ~l ~2 v~~,, ~ ~ ; f i~.~,~., ~ I ~ / /J° ~,^-~l•. '"'ti„ / ~ ~ ~ ~ ~ \ ./r ~ tf 1 / f ~l ~'z, wmm .i •r ,G~ ~ ~ e \ f' , d J ' , 1 tt . ;.y~ ` r. ~ ' \ f,/ :yF rr r ' 1 ~ 'i 9f t °-T~-,..- , r!''„f "".""'\f ; ~ ~ 1, ~ ` "'1 ?f'~ ~ r~
...--M'" ,r r` ~,.«a ~y' w.., t t 1 r s t ~R t 4 y ~ .y a ~ " ~ r ~ t ~ r ? ,d' / .rr J ~,,,~,r„~.;~, t r k 1 r ~ t } ~ t ~ ~ ~ 4 \ t,, 1 ~ ~ f ~j J' r y,^„ ~ r,nr, { r,/' ~P~ 1 P 5) „3 t N s, ~ e 1 ` iS~ -r ; "P 1 ~~f d vw„'~ , ` V ~7~~„w...... \ ! j f ! 4 ° f k ~ } ~ } ~ ~ ~ 1 P \ ~ \ 9 t t ~ \ r ~ Y,J > ' r - ~ +>d ' ~ k; ~ \ e 1~ r^~ j i r .ti y ~ 1 , .,,,y.,.,,,„„ r Y .,,t "y ~i 's + ~ I . .„,~ti 1 h ~ ~ , , ~ h t e\,~ / ~ ~r f r` ,rff ,.r._ jr ~...-,.,-k w 1~ ~1 t t j' ,.;c...; ,
.r'" ~ t r. r- w, r s ~ ~ ~ t ~ 6 ~ d i ~y 1 ~ " ,J >~1~,t ~ ~ i 1 } t I i f ""t r / ° r~ w"'..,~..,-..,.„..rv..... 'V,...,... `.,.^-..~r^. ~ 1 I i ( ` ~ k e \ ~ k i ' ~ "3p .~'"t' , r1 y` h ~'r~. ,y a ~t ti~ J •I , i A,~°'S -.~."w r „ ,~~ti I 'l ~t r / f',~..;v;~, \ti;/ V\~ ~ , ~~~s~ t ti i 1 ~ t t ~ i ...-.._.r r ",..4, ~ 'S ~ i i / r'`f, ~ r- ` ~ ^ `~\V''; a / ',I\ \ a ~C'y f i w _ w~M' r" ~S'' w t '1 r 7 / I r' ;L, fi,r"r' \
,.,-v ~ ~ ! r~ f !r / ~Y .v"'.... ~ 3~ .y,? a Y;, ? ~ t v I i ~M1 j °t } '•w y+" F'1 „ \ ~ ,a „r'" n~°"'.'_ ~ '"'w, r-~.r " t ' ~ } `W ~ S t ' 0 d ; \ 1 ~ I , \ { } f ; f t r \ '~e\~i / fN, y 3 f' ( ~ ? i ~ e',...r .1 ~r~ z°+ \ h ~ j r r' / ' ~ ~ i/... Y~ R~ As,~}~x ..L~ 1 y ~ ~ p, 'iti , r + r F ' 4.-...~ ~'`w, 1 s £ t .t / r f 1. r ~h'y ~ t ` 1 ! , J d ~ .+1.~. y ".ny~--~...,, F ~ ~'Y~ r 1 ~ I l 1 &I J~/ ~/:~y , :1".q q
i1 .+'d ^F^' ~ ` j J ~ f { } , 1: 1 , _...r'.. ' ti*\ "~..,J'r"' r" } r i j r ~ i ,,r f ~r '"~-...1 / ,J'~ / 7 \ ss r, ~ y ,s.!" t i b 'E `b ,4~ 1,,.J j ,i l r f f J s f i ~ : r,".. .,r ,f~ v ? 1 { "`•.r `1 t, \ ~ l 'i' i r'~ ' .J" / ! s,~,." : ~,~i.", I ~ Mom ~ ,Irj f a l r ! i t~ ~ ~4 ;~1, 'l ,..r' fit. \ + "''v t` ? ~ ~ y 4 r" ~ ~ t J d~ ~ rr 1 • l ~r ' j~ )p i { 1 a, ~ frf~r 'll~ \`qe rr,..:~: ~ . ~ t M ~ 1 f~ i ~ N/ .?r,f,r rf l: °p ~ y` tEt ~ j i , ~ : ` . ~ 1 4\ tit ' i i ~ I f i /i~l"1 t ~ ~ 5 i f ! ~ ~sf 1;'i <~1~'r ~,!yf' ~s i\' ''tt' / r t .'h1, \ t ~y',~,-• ~ ~I ~ #h y i i ' ~ 't '~!u y,i +.,.~i~.-.•..-.r..' -N % ^,~4 i t 1 ,,~9P I~f"•pftf ~ ~vtt~ i ~ ~ } ~j , ~ t ' y '',a ~ c is i 1 ` t ` , , ~frl ~ ^h,,,..1
?'Y r"`rs j ~ ,1 Fr.. .„„i~. d"rt r'^~ j r,~" it t J 4 ~f ~ \ 'R ~s. R ti ~ ~y ~ t t si i } ~ ~t" f ~ ,,r" ~.r? ~ / r r t, F ,a'" {y f J L 1 '1 t ti ~ r i ~ , r "f ~ .r' .r" ' -w-"~ / s , t i - t ' t ~w, } j \ , fl, t t ; t 1 ~ i ~ x. ~ " ~ ~ i r i/' e fl i \ 1 / y ~ n v {s- ` - ~ ` 4 ~ i ~ {t } 1 1 f,./r ; r"°~y 1 Batt{~,f ~ ! ~ / 't,. ...,L S , r' f ~
~ ' ~ / ; , ~ .r' J r ~ 3 ~ ''t s. " ,.r'".. r ' t,>} 1t f 1•r `".t`r ~r 4` , i ? RJ / ! J ~°~f` r f ~t ^°"""^j° ? J j i '1 M~""L 1 , ',.`'"4 1~v ~ t `t j ty;S' , d fJ' ~ , .r" P' ° A rr { 1 f ~ i ,,.r?~ e J { ? ~ k\ "t } 1 9 ~ t,y ,h ~t a ~ , t~ ' I'h ~ ~ ~ 5 1 ~,y1t 1 i 5 G , ' ..p ~t Y=, Y 1 ` y _j , ' s 3 ..r' v: = r .T` 4t.,. \ ~~.~'v`%~ d ,r G ` t j { f 1' ~'r 7 / 1 r~`
/ t ~ 1 i i ~ f rr r t fl { ~ ~ ~l. "s.. ~ } 1 1 UY # a G ~ ''.i 4 { ~ ' r~ ••i l ~'s ` t r ~ ``w w'. ~ ~ '`t i p ~ ~ ~ r 1'.5 \ 1~ } y` ~ ~ " ~ \ \ 1 : , .r~j ra. T~ ? .t t 'r,>`:'."j' : ~ ' P' r-_,•_ ti c 'a VY ~ Y f r 1 r \ _ ~ Y,. r~J `rfiC 'i:l trn~ I i fi`''e'r` Ay„ ~~i ~ J f t ,a ~
t t .t~+ °5~, "S,`'• i 1 1 j 1 + ~ a 1 '..w 5'`, , r` i t \ , i', % t ,rw, ~1 e % t„^~ j y L,., n ~ ~ % , ~ I f %i ~r ° 1~ 'S . A 1~ ~ t A ` t ~1, 1,~ j r. ~l s~"~•~h :'~-f:.:...,/ ~ k t,`, ~ ~ - `t ? ~ l i ' i r i'~ r~ f•,{ y ` ' i r l v r • u1 l11\~' y r'~ y= ~ „:i 1 t ; ',~JF"4" • , e~ J ~ f/ , i4"f ' i f t~'~=,,~.~ , ~ ~ 1 t f / ' ` ~ S i f ~l' { ,'F h A rr "h~ p \ rrt pfr' t~ $ ~w1ar ~ ~F r 1 ~1, t f j ,i. r„ ,
~ a lv~rr'. b~ ",s 4`e \ ~ ,,w,, i ~3'; F, 'c' l'\. / r ~t 1 J, 1 \ ,.r" ,.r ,r'! ~ ~ ~ r,' \1} ~ "4. !?!/r' f r ~^,~y 'L i f ~ ~ ¢ f„ ;t ~ ...r•^'h.,~ s f ~ a j 1 fl' f'!. ,r' 1, A'. rr r' ,f r` ~ r ,.r" d Vh 1 ~,ti' ~,<J.Vf ~ ~56~\~Sz ! ~ ~ ,~7I: t' ~ ~"rf~ r\ V .t 14 ` ~ r ~ '.1 ~ ,s.„ ~ t, ~ ~ ? , } f i' "f - / rt r,+1'„ i , : f ,..---f , t ~ . r ~ "./f i ~J f / b3, ~ ~ ~ { ~ + t r ~ ~ i t, }z; ~ -PD. <-PD--
"*w '`o ~ `y via ' ~ "ti 4 ^ t °t ; ! ,.._w - \ i ' / ~1~; } 1, ! 2 t ,s ,r f ,„.,.,a t\ !:'''r`f r j d' r`~ - r r `YYr" f/,~j st,/ rit I ?i/ • f's r+ J l ni s ~4 ¢.i'~I f I _ ~ r` , ,h ' ~ , .t • , r„, ',A W.5 ~ '1'' l; 'r CS t J' t' w , t ! r , i °tj P, ~ r ~ I,. ~ : ~ , ; . , , s ,i ~ ~ ~ TOP 4F AEI r 1. a
t ;r ~ a ~~V• 1,' 1 ` r,,. , t 1 } r~~`"~ ~ j ~7+,~F r J 4 {,tr t' +i . i Ij r~~,M ~f / f ? ~ _ ~j` 1i ~ ~ fi' ! i'I;« ! :.~\"4\' i \ 1 ~ / f 1, ~ i ,~i ~ l r ~ r ~ ,vy ' t;,l. v g~5~' ''r- ~+~y d •`d Jr r i r,i,r ..-~'"r ¢ f ~''i ` ( °i"~ , ~ j/ ~ 'r E,~:i f,' ~~,y ~ i f Qj~ f~V'"~«~\A'' ' f p~ trrr' ~/'~IYt `t,r.
l ~ ~ w`. Y.. 4 ' ~r t~ 1 1 ^ '"y ` ^+r a.. ,.'.F i,j \ f ; ~ r~ ~I.~rrr \ ~ .M````-',' \q ~~5, FM .,4 .,.r,f G"`" n_,..-w. ~ 4'1, •w.~ i 5 `'•,4 ?f / ' •.1. ` A, t " ~ 1~ ;1/p 17) ~ ~q \ t ~ i '4 . }J~ 1 `t /i { t l` ~ ,,,.~~r, t _ _ ~ 1 r,, il~~ ,a~ ~-F rz. :.1.~ ~ a f.; 1 I TbP ~F ,00~ '"'p l; ! .l /~a~. dt i ~ f` ~J ~!'op ~~T4 t' c ..a' D ~ :v `.St ! r,b„ w--, , ti`»' 0.'R 4 ~ti, g; y ~ ¢ E d f 1' / J t h r d ht i Of t I A~ ~ ~ w y+~ \ ~ .r~~„ ^ ~k t1 °a ~ t a... 1 9 i ~ ,,i;•' ~ ; r 1-'
" ~?t ~0,, /f ? ` ~~"`•M,.. ~ r ~ Y°~ 1 1 r, 4 ~ ^13~t+"` 4 , "°,r`^«~"." 4~`'+,` "1 ;~s... ',,'M1, ,J r' b a+ ~ ~ i r 5 ..,.P ii 5 r, s`,, Ate'^^.-..,, ^.,w, , ,,">,i ~ • , A r ~1,.,;,'"`~„ ~4, l ` 4 , ...°x' ` " r , f 's '"•~,~.'e~.'y¢1 *°•t'~.,~~1~~ 2 ~>t \ r ~.,.~•r'"~ '2`t„ r'''"`i. i i ~ t 4 '~w b, N ~ .r.,,, f f.,,. f r ~ , ; y h ~h, = , , I t ti,, ' ! TOP a~ ~ ~ r h,;r .1. , r' j t ! r 7 '1~""n ,h s,+,,,_„h N fry,,: is R'y° ,~•.-'^"4. ~ at , t 'r j~,' j r 1 y ~ tl / r , ~ ~ 1 ~ t i ~ .r" / \ ~ t : il: s r',!l r ~i ' .3.r , y y JJ , r 1 i f t z t }c i I5 T ~~M..SM ' t ~ + E ! f 1 =,f, ` F i ~ k 1 rr, , ~,~~,'j N, :'~w. ` t t 1, \ i ~ i 4 0! .,I o
ti \ 1 1 ~ i l' I S l ,,s ~*y',:j ,/r.~ ',:a~"°-,,.;.~%~"?„-.. r.^"w. s i ~ I r I r 4 f~ 4 ~ t s 3 f , ~ J t r r , ~ l\ ~ ~ L'~['4„> '.'t ; ~'J. ~ F~\• ! 1 ! f, 1 i , 1 uS , ,ti ¢ , ¢ r ; , ~ 1 , ~ , y~.-. ~ ~t ~ ' OfM ~ N N ` ~8 ; X , ~ ~ i M - 7 p.. , ;"r 4 r , "r u~\~ Z4,YY ~'-+°Ss.. l v w ~ t. ",:..S',,?'..~rr""^"'~~~ ~ ,r'~.~ y t , F ~V-.~ 5 ~F ~ I~ ~ i t ,I ! 1 ' I „/2~~0 • t
, , ~ r.,. l ~ 1 - £ :•i , ~ f ~ \,1+ ~ `J ,''`~y:'r>w.='.,~,~. ~ •-a'n, ,w, t # ~ t i ~f f ~ j" r ~ S 1~, 't 1'~d(.,+.. 1 / f ! e,v~`v r„w.-*.~.~~.-.y.:,~,-" „fir. . ~ i ~ ~ ~ ~ l4 ~ ~4 s~~s ~i" s C:~ r'
,ti o~y.,"'",. ~ ) ~ ~;y„~ ~.v _ i i f f E i 1 ti ~ it ~ ~ d ! , ~ .rs , . ~ , . " ~ ¢ , t ! . s ~ RQ~ ~ ~ 26.0 ~ ~ if ! i ~ ~ t ~ ~ • i/r ~ °-*ry~' J ~ ~ -+i-'., f I ¢ ~ ~ + 1 ~ ~ { ~ t i 5 >5 P~ h ~ r'~//? t~~ ~ >~c';. y ~ { i ~ ~ i =•n~--.t.- ~ ~ { u r~ i ~ p 1 • r 41,11, .`'t I~ 26.0 r JT FT.
~ ? t , f ' f' t t "v` , R.~..~ " ,..r t ' } ~ . ~ ; ~ r t \ 1 ' °I , ~ ~ t w k < ~ J 1 V• t~6w.,? yk' ? f ."",.+..w ..~.r.,,*,i r t f ~t ~ ~ ; r i. k '"w, L"V' ~ t*..~ ~r t t : 's t ` } i € . ~ j 1 ~ ~ 1 r 1 ~ \ "'"1t? ~ `M.,._. ,f 1 / t . , ~ , ~ ~ ~ ~ ki °~'w''~r"-~' rf / "b^ s7-+-.,.,,.. t ~ ~t t ' Lv `1 tai ~ 1 1 {1f 1 t F 2 t7 t , ~ a ; , !d ¢ ,w~.. i ( i ~ ` ! 6 l ~ ~~~`'Ti+ } ~ t z i 6h { ~ ` ~ l 1 ~ ~ ~ ''t t + ~j[4 ,rf ~ ~ .0 1 x ~ ~ ~ { ~ ~ ! ? t ~ .M.... ,.-_...w- ~ ! ~ } ( ~ i ~ ; ' h ` f k Y t t. 1 `I t" `~-~..r' f ' l I ' / t
"'`5`'+,. `"*`..w ~ t i } `d.,=^^^^'"'r T ! ~ ? F • i ~ t ~ t i ~ ` s4,. ~ "t } ; F, w,, / ar F f 4 4 ,J ~ 1 ~ 1 ~ r ~ ; ; . ~ , '1 ' Nil r ~ ~ 90 5 fc FT. 1 r I 4 t ¢ t i y,« i ~i ~ ~ ~ ~ \ r~~ v F `•.-.v„r,~, i ~ r s i ~ h ~ k 't i ;1 .r r / ~ r ,f .N' 0 ("°.J LJ ~ ~ m-w /r`, 1 t ~ I s f ° 1 ~ t ~ r, l / :'t I ~ r
"s t`,~ 6' + q y a. "y 1 ~ l I ~ ~ S ` t'w, ~ y-1''. 4 ~ ~ ° 1 i t ~ } l 4 ' '4,. . ~""`r~ °v''t".,',, ~ ,,t° i ( ! f' tit t .a ~ b.; v`i-"'w,. 14'i " i. r t + `ha ~ h S y., " t h+ ~'y tit r;z i f i ! ~ ~ r/ ~ i' i E, _ . 't t 1 ~ ~ 'r"".^^,.. } .a.:wrt-.'.~~.»~.~x ! 1 ~ 1 ~ 735 ~r+` F i + i
t{ ~ 0 1 s' " .1 r } i ~ r a ~ 1 R 4 l ~ rJ l WQ ! ~ l~+x "e^ ~,.,1w,,,,r' "'`~1 ~ , 1 i t 4t \ t t ~ ~ ~1 .y "s, e f >t 7' E,, ~~:y~ ~.~~rl'' 'aw,~~..~.,,~.., r"'„,.~,.,. ~ ! ( ~ 4 t 4. ~ ~ 1 / }y '4 d ~`'+Vs~,..,~,r.~..,;Sr.,''r .,r" ''s."~: '1., .Y '~,ro .,"J / / / , ~ ~ ~ r`1 r"`~ . 5 y.a, "p tip, `t : f { s~ , \ \ y € \ lr i f j/ ! ~ 1 dff' .S 4.t ¢ w.W x,.\'~.~ ^*-4 ~"~y,~~~'`.,"`a;. ~ ~ y S 1, s4 \ 1 t`. y ~ Sy St ) ' i • w...-gym ~ ~ Y \ ~ ~ \ `S+A.~ti,,,,.,,, ~'^,ww.... 'LL~..~ f t 1 1 t1 , I ~ 3 3 < k,_. \ i ( ,:rn`^,.,. , , , t1 7 M - \ ,ey\ hy: .,r,^"`~c,~>at "1 k 6` f I t' } t t i 1 .y 1 ~ f ~ t' I
1t ~ ' l 6 ~ , a~ ^ ",.;.,v~ } ~ c , ` ~ ~5:t. s'^. ~ ~ ! r_ 1 ...,rk.~ i \ ,~f ~ "w~ \ 'y t r"" /-~.,M_, - t"' ; + .r ~ t ~ ?`..M,,< t. r ` ti..? ' :t ,.,-.~q w ...1 t ? ~ i ¢ ~ \ 1 1 i 1 1 ~ y ~r! ' ° / s` i~, r~ 's . •,ro " ~ . \ J ~ ~ `'S~. ~ ~ w""1,~\ ( q 1y l ~t ~ "'s" E j 1 ~ r l / ,,..!r 1.. , s,r r_, -w_ .4 ~ ~ .»....i, S ti } r t . y~. ~ibr ~ C~\ ~ y ~ h i y +t .y t i i I i r ~ . ~ ~ 4t
\ r r 1.., ~ ` 4 "",~,w.," . 1l } r , , f,^+ ~ t r ! ~i4 s ~ ~ ~ ~t t ` t / : fr N •,~~t v 1 i , r", ~ rh h ' ~ P + ly`f .r ` , -t s ~ ' t ~ t ` ti ~ A 1 1/~/d t ~ 4 1 r _ t tt~ .,~.h "l \ } " 11f~ rr~ .'~.,x' „```,5,. \,i ~ f 4 t t ! l~ i }9't'1 ~ ~ \ w. ~J v~`~ ~ 1 , \ ~ 's , , i rr r ~ ~`i,,+~,..`.,~ r, • , j ~ ~ ~ 1 ' t ` ~1 ! l1 !f ~ J f r ! ~ t.
1 ''v ~ t(l~,~~. i 4 - 1 r 3°ti 6 ~gjr w. .a \ 4 ti ~ \ ` L, , '<M, °"1'4 „ _.:.,.r""'^. ~+~,y 1 „~,.,~„r ~ Sf# «`"'~..',4~w ...y {6~ ,s.,....~,~ J :e,•. 'h ` y'`y. s.' ` , 1 ~ S , l 1 t . ~t r ~ s .y y W., i '1..~• ,'ayr,1 { / f .„v / ; \ 4'\'~l~ ~.,y~ ri J~.. E r ~F l~ i ~ i "i d .4/ rr ° ~ ~ f / ~ t / ~ ~ r." rym ~ 1, ti ! , !y 1 ~'y.. tr J' ~t ~ , , , i 41 . h ~ ry, -....`S ~ P r ,l } i b ~ i'\.,. \ ; 5 / , ?1'~ f 1 /t l r _ / / ~n ~ 4 01 ) ~5 ~ / 'MJ / \ '\1 1 J f / t t 7 ,,.a , . ; ~ 1 Ld I 1w1' r"' ~ ~ f t;hc ~ ~ a.', ~ ~ rr ,i ~ ~ rr , < t#
, ~ } 1 v` "w ~ l?,';y°~.t i " y"`'~4, .~i~+ 3 t,.~.. "`•w d ~ ..r'"'o-" \ --,.~yk ti. / / ~ R \ ~ ~ ti. ~ ~ \ t~ „-,.w ; t ` ! ? rb ,w.^Hw'`. \ "w::.r 'f 5 h;ll~ } i t i i ~`W s t'.i' ,f r~ / / e j ~ v~r df V ~ ~ 1Y,:t y' ~ \ ..r i, y,yt h..~~,. y s !f I F r r , 5 ''t, ,.r . • ! d % J
'w~\ ~ ~ ~ t ~ ~ ^h.......r~n~ ~ f~ ~`'.,y`~ Y ! r V , ( ~ `1 f„`~P P 4~.ti ur• .~r.--~ 14' "~^y, Y f,? i / Y 1 ` , ~ \ " ~ ~ 1 } ~`r s,~.\ ~ ...F' 'rr, ~ 'L V" ` ! 4 ,31. '^`w ~ ` ~!.,n"""n 1 r f ,W. ` y s ,,,w^.. ~ s s'o ~ 4 i t ~ , ^i'~ \ '`'~w_._. •:-~vAs, t . R `h t W'"'~:^ti`t~ ti ^,w tr' J If (li i"i'`~i,.'a'`,,,. _ ~ ` :`'.,.'`\t°a.._`-~.`""~.~ ~~t.7 _ ;\,'t d.~ ` \ \ , R. . ` ~7~,:^~.~ „ .y ~ , J ~ ~ ".y, y S ~,\y; r j + ry .,r'" ,~4 iv #.1~ ~ 1 i~ f i. ~ J t J; i f ire i . , . , \ r .1 •o j w `v V i ' ~ 11 lye d 1 ~ i j a. ! 1 ~ t ~p~• ~ tt~t r . .r,
w \Z+ r ° d a7 4 X,+ ( ` , ,~'1, hJ ( I 1 /`m \ ty~.ltt ~ , 1, s 1\1 j 'e * w•"•+:r f i; f 4 `i i ~ r ,1 1 / .r'' ~ ~ f '*,."".•w.~ w.. ~ .'.'vI t ` 1 i \ 'a , J~ ~ ~y '~,~t., .,~y'1 ...~~i r', `"t1 r":r.';:%,.•,..~"Y ^ ~ ~ ~ ,r~' € ~f S} ~ .r' r' / ;low
\ 1 1 } "1'.~ M '4 •y ~yi t h• , ~^w~ EI-,^ `yam j I )4 _,",`,T.,... t ` y ` \ y ~..•w ! 7~iSt V~ /l f'~iIr,,,r to 1111 e ~f~ ~C ~r - ` cr,
t h r S •,r'", .z'-' y,` r'"`,., iYi<; ''j ""i t /,t~~ tfG tip.''"", ~ M„^•-.~_' ffrrM, , t ~ 0 w"~-^ °~,`~`,.,1 " t ` , r!' f r`,,r f.~ EM......,..... a .y,~ c:c.: .v'`, ~r 5`1 ~i ,y c ,re?~ ~'e 1 i ``w..^ Y'~.. - ,+l`+ OQ~ I S 7 J" r _ a. w` r j \ , ~ ° '~i 4.,, r..,, i S' 1 1 i'dji 'ti i1 ~ l d.j T•:~ I;,. ~ . +r Ilk Y ~.,,.y ~-.t / ~ I,' ~,1 ! 1 ' ri',/ r' \ % j•1 t , 4 h 4r. { , r 1. ~ , r _ ~ }
1 . ~ ~ ~ J ff`~/"r• fr •*,`i•- ""*.r ~ ~ X % t ~ `w, ,~f• f ~ ..w.,,.._,. '~w. ~ w ~:,k' ~kJ,.~'~7,~`I "'k.. ti* ~
~ r r f, Jf rr:~~ .~.„~~lf l'h \ ti„\`.~' ~,~/~i~~~':...... ~ _ .^-....--,4iiiip~~.'`„'.' `.,{^^''f/ *,w +',,,,,..'"``"•~•w'~ w,'w' ~,w~~'w,.w~l 14 4 % ;'F 1 :'r~ s E ~,-....n • t r ' ' /`~'a ~,:ar r 0 Q W
. ,,,,,;,,Y,,, .,.w p';zr-::, i.. J ~y + r1-a j f r' ,..,-•:a `"w i i ! 1. 711 \ c
as •ww nr t `44V' 1. ey as ~w.,.. „r'.a ^:;,~,:w"` y' 4kr_ r~ it; / r ~`tsa' t<r:,.~fi:~ .,.c \ \Yy t''•., S - 1 rs ;s 1 t /Z ; t'1, f'+. ,:w-~ t ' /l I i .n. f p h \1 'Al Z70*AM'
`t•..:,.'.+.~°'^w"w ,~""''.r..-` -•W. dew .,.;...r"" fa ~ ~'/.1 r ..~%,wi w~~, A '~y 00 ~,ti~ O,.. 71. . i , a s ;tin t j ,s t.~"" k ..,r~:., ti ti'•.r._ ~O ,'~,ti w ....w......w.." { I d, 1 'l } n i i to , n g i . r f ! { ; a "r -,.r" ~ r a .w47 J r W 00 V
6c~errmzae. !amm-,snrva.» rortr~ ,,,w," , ~ r,,,,,-, ° r r' q . r, ..,r` , J co TM
\ \ may? ~•'''r / ? A f,f 710 ~rstt ,„i .Z'z, ;,o:,x s I t , r 1 t , r '.w ''A l 0
71 73 1 '1ti.,`~. t i ' t.. f .r,,.. r t i ! c =i r' f 1 i t ~,+f l •y fs~e~, i t'' y.,, r' '7 0 700 t r?' r' , { ',,`,~`.``.`s s i i ~i 1 r s y •t l rrq, F ! \`"'~f~:~ r~i f~ 'f., w.....,,.•«. i ,n~.f, . /Of W . cr.
''w ~`•,t.~+«,.. it 1 t 1 ,,,r ,,r''~' r,.,_..w. zttarr uf.~w;a~wM,_;_.~.p;:~.. wmxwen,~µ / r' 1 1 •7 { c ` { `R l~ ' :i /r t { .'~i ~ f r s J r ~ :^'r r' h , , ~ ! 1 It r ) ,•kt s; i ,v ~s r + i i r , t 9 i i t s`'.."` d" / 1 7 } ~•f .9:. , id, 1'> M „ V" NA W
, , "s. < ! i / ' r Y ..r' / , 1 1 : j t 1 1~ / ` `y, ..,r"`~`'~ 't w.a.~"'~'; t i4t ; ~'~1`: ~~F yt ,rza f-.,. ( I" l ~ r/ . 1 11 f ~ t 1 t iJ 1~ ( r ,r
74 ~ /zto `^-,>,„F..v« w c . J J x 4 F 1 r' 1'r! s? d 7 4 i 1 i ti ~ 3 ..,,,.-^^^3 '+..w,~„n>~ ~F~ , • ~ r i . W.„...u„µ , J i J f ~ / ' F F ? \ r' -,t.: '1 r ~ tt ~ G i a...l , r w 0 Z
`F J. d° i (t C s f k
~..,.w, ,r,^-r ! r r r/ J .r^""~.i% / f ~r I ~ t:~ , p' ,'F E~ , it k,`'~,, *v ~ * d i M'.`w., `h I ~!r ~ ~ r'fi "'r,^^" r i A f i i +o t i 1 r a s .t t ~ •r m ~ rl ^,a,' a F:J '1 ~ ` 1 ~ B i ~ ~.,?-,r ?`P r 3 ~ ~ i f d f ~ j i , Y, r' "t } 1 t1 ` „fr^.' r,, 'aw~ } ~ r t J I Y X W W
; ! ~ ! ~ It L, i ~ ''t ? ~~~,.I ~ "
lk~ fNl <-~~y t t EXISTING M TrfTRA ~ \ Jtf ri I s 75G J / @MxL/t /
1 ~ I f t r j •l. `k ~1 s 9. / r t j
'h, jy i y ~ 1 1 1 t ~ , r f'\t 't 1, i ir., ~.t\ 1 y• ~ r~ - i 'Y`i rrerr N Y l~~ Ca
1E ti N i ! S ` t ~ ( ? v` •~'T';~ i c , ~'f/,C"'._.,... ~1 1 ~ t 141 ~ ~ r CL 0
o 'VA i " t: r. c i ~ / f if t 1 t , , f'~ aj f i i 1 4 ,l i ? 'ty' tsk ..s"~ rCi. 5 , `2 ~ i' R8 ; . ,f `
EXISTING CONTOUR PROPOSED FLARED END SECTION WITH OUTLET PROTECTION
1 PROPOSED INLET PROTECTION IP-6.52 G EXISTING STORM Ric . IN Lj: l DRAIN , 3 I ; i f_. ~rN, ` G-,R Gck SAMi20- ~~I ~ J, i r , e. i \ , ~r: +,1`: 1, ~ , t', 1'S 1 '~1. Ni!// r'r . ,r•;;%.. , z
EXISTING DROP INLET - PROPOSED SILT FENCE SF-6.62 DRAINAGE, E&S CONTROL LLJ
-NOTE. ~,WgWWW11111 t t 411 t I t r~
699-~~ PROPOSED CONTOUR TD-> TD--> TEMPORARY DIVERSION DITCH 1. PROPOSED CONTOURS ON THIS SHEET ARE TD-6.20 C R r,
700--~--- PROPOSED INDEX CONTOUR PD->- PD--> • PERMANENT DIVERSION DITCH 2 INTERVAL CONTOURS. EXISTING CONTOURS 11 ARE SHOWN AT 1 INTERVALS. 100 50 0 100 200 300 d ' /0-- &BLxLui a G-H--T-
¦ PROPOSED STORM DRAINAGE STRUCTURE P1 PERMANENT DIVERSION DITCH ID w ®°C • r SEAL
PROPOSED STORM DRAINAGE PIPE PROPOSED CONSTRUCTION LIMITS 2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 OF 140 EXODUMMO 6L P G C ONSULTAI SCALE IN FEET 13 26421 ?NSULTANIS SHT. 65
FOR STORM DRAINAGE INFORMATION. FUTURE PAVEMENT Aft PROPOSED ROCK INLET PROTECTION 4444 PARKWAY PLAZA BOULEVARD, sum 35 `C as `J D, SUCT'E 350
1--100 .fir ..N E. G <v , MDR Engineering, Inc. CHARLOM NORTH CAROLINA 2$217 i, JA 28217
TTSD~ TEMPORARY SLOPE DRAIN 3. EXISTING EROSION CONTROL MEASURES SHOWN WERE -PREVIOUSLY INSTALLED UNDER INITIAL PHASE WN 4 '9 e~ of the Carolinas ~5 • < r CA- PHONE. 704426,6070 FAX. 70+4264M A. . 4 , PHASE 8llIWWlIWeW l t t 1 t t I i 426.6084
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. ftD J GH 8. www.talbertandbright.com t 1 128 S Tryon Street Suite 1400 Charlotte NC 28202 OF 140
- -

STORM DRAINAGE SUMMARY SYSTEM B1 STORM DRAINAGE SUMMARY (SYSTEM F~ STORM DRAINAGE SUMMARY (SYSTEM G) w L
DWALL TO F02 F04-06 TO F06 G01-ENDWALL G02-04 G14 G66-06 G04 G01-ENDWALL TO G08 G08-02 TO GO CLASS SPECIAL 42" RCP, CLASS IV N 539,850.00 N 539,535.93 N 541,084.25 N 540,784.28 N 540,080.63 5' X 5' BOX CULVERT 48" RCP, CLAS LF ~ 9.27% 404:98 LF ~ 0.49% E 1,412,079.88 E 1,412,380.28 E 1,h13,746.94 E 1,413,340.41 E 1,41`3;D31.87 1498.00 LF ~ 1.37% 104.D1 Lf ~ 5. FOS FO6 TO F06-02 BOX CULVERT ENDWALL DROP INLET DROP INLET DROP INLET DROP INLET (ADD/DEDUCT 60" RCP, GO6-02MH TO
B02-ENDWALL B04 B02-ENDWALL TO 602 F02-ENDWALL F10-RISER F04-06 F06-06 F02-ENDWALL T N 544,254.16 N 543,738.11 42" RCP, CLASS SPECIAL N 541,525.49 N 541,665.78 N 542,843.21 N 541,509.99 36" RCP, CLASS •02 TO G06-02MH ° ro Ile) RCP, CLASS IV
f 1,412;09619 E 1,4"12,847.26 216.00 LF ~ 3:00% E 1,411,809.53 E 1,413,673.97 E 1.412,750.32 E 1,413,276.33 253:00 LF ~ 9.2 ENDWALL MANHOLE B02 TO 602-04 ENDWALL RISER DROP INLET DROP INLET F02 TO FOS )1 Lf 0 5.58%
-02MH TO G06-02
36° RCP, CLASS V GRATE=731.62 GRATE=729.74 36" RCP, CIA.>S 42" INV. OUT=655.50 RIM=686J5 42° INV. OUT=659.25 TOP=731.50 c ~ CIASS SPECIAL 24" RCP, CLASS IV 5'X5' BOX INV. OUT=667.50 GRATE=727.97 GRATE=727.64 GRATE=728.17 GRATE=726.11 CLASS SPECIAL) 48" RCP, CLAS LF ~ 0.52% 412.88 LF ~ 0.51% 24" INV. IN=722.20 30" INV. IN=714.80 8" INV. IN=720.80 8° INV. IN=721.60 {ADD/DEDUCT 6'X6' BOX CULVERT) 104.01 LF ~ 3. F06-0? TO X06-04 r'~~~ 24" INV. OUT=715J0 30" INV. OUT=714.60 18" ENV. IN=721.50 8" INV. OUT=721.60 G06-02 TO GO F10 N 539,880.70 42" INV. OUT=718.00 G04-O6 RCP, CLASS V
12"X18" ORIFICE=728.80 42° INV. IN (E =715.5018" INV. OUT=725.90 36" INV. IN=676.00 413.00 LF ~ 1.00% 42" INV. W (S =719.00 1415.57 LF ~ 0. B02 36" INV. OUT=676.00 F02 18" INV. OUT=725.80 F04-04 )1 LF 0 3.27% ° <
N 544,053.81 802-04 TO B04 N 541,572.76 RISER BOTTOM=725.80 42" INV. OUT=715.30 N 542,582.93 F08 TO F10 24" RCP, CLASS III GO8 TO G10-RISER 42° RCP, CLAS ' CLASS SPECIAL 423.12 LF ~ 0.43% E 1,412,257.24 G01-02-ENDWALL G16-RISER G04A2 N 539,788.67 54" RCP, CLASS IV 493.01 LF ~ 0. -02 TO. G06-06 0 cr
E 1,412,176.90 B04-RISER 36" RCP, CLASS SPECIAL E 1,412,058.08 FO6 E 1,412,904.67 18° RCP, CLASS RCP, CLASS IV A LF 0 0.65% 0
MANHOLE N 543,739.39 477.00 LF ~ 1.00 DROP INLET F07-02 N 542,758.75 DROP INLET 163.00 LF ~ 6.3 RIM=692.00 E 1,412,867.22 B04 TO B04-RISER GRATE=725.57 N 542,473.53 E 1,413,146.39 GRATE=733.25 F10 TO F10-RISE 18" INV. IN=6&8.40 RISER 36" RCP, CLASS III 24" INV IN=6$9:40 f 1,411,903.92 DROP INLET 36" INY. IN=721.60 18" 'RCP, CLASS LF CA 6.34% MANHOLE N 540,235.11 N 541,166.44 N 541,000.77 E 1,413,046.70 GO6-06 TO G0 F10-RISER F06-04 TO FO6-06 RIM=716.10 E 1,412,115.71 E 1,413,783.61 E 1,412,985.15 DROP INLET 234.00 LF ~ 1.59q 0 z .06 To G04-02 0
18' RCP, CLASS III 8° DIP, CLASS IP, CLASS 350 Vn 0
' CLASS III ENDWA~L MISER DRDP INLET GRATE=72b.7 a (,D3-0d-fNDWAtt TO G02-fl4 423.12 LF ~ 0.59% G08 416.03 ~F ~ 0. )3 LF 0 0.75%
20.00 LF ~ 0.50% GRATE=729.74 42" INV. OUT=721.10 36" INV. IN=666.90 TOP=690.70 36" INV. IN=683.20 DROP INLET 40.00 LF ~ 2A0 42" INV. OUT=662.00 2-24"X12" ORIFICES=688.20 36" INV. OUT=682.70 GRATE=724.21 24" INV. IN=719.00 F04-02 .F ~ 2.00% N 540,105.46 24" INV. OUT=702.40 TOP=719.00 GRATE=727.90 8" INV. OUT=723.10 24° RCP, CLASS IV F04 TO F04-02 3-24"X12" ORIFICES=716.40 INV. IN=723.90 G04-02 TO G0~ 36" RCP, CLASS III E 1,413,555.94 211.00 LF ~ 5.42% •02 TO G04-04
B02 TO B02-02 42° INV. OUT=717.50 8"X8" ORIFICE=679.00 18" INV. OUT=720.50 N 542,255.01 F01-O6 TO F01-02 TO F01-02 G01-02 30" INV. OUT=715.28 INV. OUT=723.90 G02 8" DIP, CLASS IP, CLASS 350 0
B02.pq 78" RCP, CLASS V 36'~ INV. OUT=676.10 F08 F06-02 E 1,412,921.47 18' RCP, CLASS ~ CLASS III 2~4-~9 LF ~ 0.65% DROP INLET N 540,409.57 RISER BOTTOM=713.00 G04-04 N 539,949.14 G01-02-ENDWALL TO G01-02 2$5.57 LF ~ 0. 57 LF @ 0.53% z z
N 544,t34.5Y 127.00 LF ~ 2.05% RISER BOTTOM=676.40 N 541,655.49 F01-06 N 542,355.14 DROP INLET 456.94 LF ~ 1.1 E 1,412,581.95 E 1,413,471.23 N 542,023.14 E 1,413,233.42 GRATE=730.65 LF ~ 1.14% F04-0Z TO FQ4-04 GRATE=696.00 E ~~4Y2~23p,~g N 547,285.96 E 1,412,359.30 24" RCP, CLASS IV G06-07 TO GO 36" RCP, CLASS V 54 INV. IN (N)=688.30 DROP INLET G08.02 DROP INLET E 1,412,970.67 209.00 LF ~ 0.86% 18" RCP, CLAS F01-06 328.35 LF ~ 0.52% 54" INV. IN (S)=688.30 GRATE=708.75 N 540,301.68 GRATE=728.59 .02 To G06-04 °U a
DROP INLET g02-02 DROP INLET E 1,411,981.00 DROP INLET 36" INV. IN=723.50 F02 TO F01-06 DROP INLET 498.57 LF ~ 0. 7CP, CLASS III W V) 37 LF @ 0.56% 0
GRATE=679.50 N 544,006.85 GRATE=696.78 DROP INLET GRATE=729.74 36" INV. OUT=723.30 24" RCP, CLASS P, CLASS SPECIAL F04-04 TO F04-06 5X5' BOX INV. OUT=688.00 18" INV. IN=704.70 E 1,413,545.98 GRATE=728.42 24" INV. OUT=724.30 G01-02 TO G02-02 ir_ .06 TO G06-08 z
36" INV. IN=671.23 E 1,412,058.90 18'~ INV. IN=692.00 6RRTE=724:89 Z4" ENV. IN=721.10 458 94 L~ ~ 5.0 36" INV. OUT=671.03 DROP INLET 36" INV. OUT=690.50 18" INV. IN=715.30 24~ ENV. OUT=721.10 N 542,040.49 L~ ~ 5.01% 42" RCP, CLASS V G1fl f21SER 24" INV. OUT=704.20 DROP INLET 8" INV. OUT=725.40 18" RCP, CLASS IV $06~ 6~T0 GS 302.61 LF ~ 0.69% GRATE=697.94 712.71 LF CAD 10.02% ZCP, CLASS IV © w
N 540,139.58 G02-02 48° INV. IN=692.20 GO6-04 305.95 LF ~ 0. )5 LF 0 0.88% <t
GRATE=674.50 24" INV. OUT=712.30 FO6-04 E 1,412,932.36 804-02-ENDWAL -ENDWALL TO 804.02 E 1,413,787.44 54° INV. ouT=692.00 N 539,793.35 G12-ENDWALL TO G12 •02 T4 G04 W -j
18" INV. OUT=671.00 F10 N 541,932.56 DROP INLET 42" RCP, CLASS N 541,663.76 604-02-ENDWALL E 1,413,254.88 GRATE=730.06 190.00 LF ~ 2J4 E ?,413,634.02 N 543,585.43 QROP INLET 36" fNV. OUT=724.90 ~ CLASS V RISER N 540,373.98 E 1,413,363.49 30" RCP, CLASS IV G06-02 TO G0 E 1,412,337.73 Ca06-02MH DROP INLET 8" DIP, CLASS LF ~ 2J4~ TOP=707.50 80.00 LF ~ 0.88% 371.77 LF ~ t. 2-30"X18" ORIFICES=704.00 DROP INLET N 540,296.48 GRATE=728J4 IP, CLASS 350 X °
F7 LF 0 1.24% r- N t'r7 d' tt)
MANHOLE E 1,412,801.38 GRATE=729.74 B04-02 TO F04-0 DEEPENED SUMP ENDWALL 18" INV, IN=723.40 42" RCP, CLASS RIM=740.00 42" INV. OUT=701.00 24" ENV. OUT=722.90 576.53 LF ~ 0.52 18" INV .IN=225.00 TO F04-06 54" INV. OUT=692.02 GRATE=729.22 E 1,413,442.09 18° INV. OUT=725.90 G12 TO G14 G04 TO G04-0 ' CLASS V RISER BOTTOM=692.02 18~ INV. OUT=716.00 MANHOLE G06-08 30" RCP, CLASS V 8" DIP, CLASS To G04-06
IP, CLASS 350 34 LF 0 0.51 %
LF ~ 0.52% RIM=718.90 N 541,089.83 252.00 LF ~ 0.63% 292.34 LF ~ 0 G02-U4-ENDWALL G12-ENDWALL 48" INV. IN=702.60 E 1.,413,324.90 G14 TO G16-RISER G02-04 TO G0 N 540,752.70 48" iNV. flUT=fi98:00 DROP INSET 30" RCP, CLASS IV 24" RCP, CLAS N 539,623.75 E 1,413,764.15 G06-02 GRATE=728.17 90.00 LF ~ 0.53%' 413.75 LF ~ 1. E 1,412,188.43 ENDWALL N 540,291.27 18" INV. oUT=724.20
•04 TO G02 co RCP, CLASS III a
18" INV. OUT=702.33 604-02 75 LF 0 1.51 %
BOTTOM=699.33 N 543,418.39 E 1,412.710.83 ENDWALL ~21NV. OUT=712.10 E 1,413,338.21 G08 TO G08-02 4
DROP INLET 24" INV. OUT=704.27 DROP INLET W W N W Q,. Ct N ...a t~
GRATE=730.21 GRATE=729.74 54" RCP, CLASS III 196.47 LF ~ 1.88%
42" INV. IN=712.30 42" INV. OUT=706.20 N 540,832.57 8" INV. IN=797.00
E 1,413,759.72 18" INV. IN=723.10 m z z °
DROP INLET 42° INV. IN=714.80 GRATE=727.54 48" INY. OUT=706.00 w . ..V
30° INV. IN=713.00 t h -7 -a U W
30" INV. OUT=712.80 W 0 0 < Z Q
d a. CL © U
STORM DRAINAGE SUMMARY (SYSTEM H1 STOF~M DRAIl~~AGE SUMl1~Ak~Y (SYSTEM !q STORM DRAINAGE SUMMARY (SYSTEM IJ
H01-ENDWALL H06-02-ENDWALL HO6-08 H02 H01-ENDWALL TO H70-RISER HO6-08 TO H06-10 K01-ENDWALL K04-02 KO6-04 K02-02 K01-ENDWALL TO K01 K04-02 TO K04-04 L01-ENDWALL L04 L01-ENDWALL TO L02 Z
N 538,736.07 N 538,205.29 N 537,801.67 N 538,262.82 5'X5' BOX CULVERT 18" RCP, CLASS III N 535,983.73 N 536,554.33 N 534,751.69 N 536,455.53 60" RCP, CLASS IV 36" RCP, CLASS IV N 534,338.22 N 534,280.09 42" RCP, CLASS V
E 1,412,160.33 E 1,413,690.16 E 1,413,464.58 E 1,412,444.92 1718 LF ~ 1.03% 498.57 LF ~ 0.50% E 1,412,281.99 E 1,413,210.92 E 1,413,619.48 E 1,472,536.69 102.00 LF ~ 1.57% 390.29 LF ~ 0.38% E 1,412,747.94 E 1,413,326.39 213.00 LF ~ 4.06% DROP INLET DRflP INLET DROP 4NLET K01 TO K02 K04-02 TO K08 EtdDWALL DROP iNtfT L02 TO L04
BOX CULVERT fNDWALL ENDWALL DROP INLET DROP WLET (ADD/DEDUCT 66" -RCP, H04-02 TO W04-04 ENDWALL 5X5' BOX INV. OUT=657.25 42" INV. OUT=688.50 GRATE=729.74 GRATE=726.08 CLASS SPECIAL) 30" RCP, CLASS III 60° INV. OUT=680.00 .00 GRATE=721.66 GRATE=733.56 GRATE=724.23 54" RCP, CLASS V 18" RCP, CLASS IV 42" INV. OUT=701.00 GRATE=728.81 42° RCP, CLASS V
HO6-02 18" INV. IN=723.00 30" INV. IN (N)=717.10 (ADD/DEDUCT 6'X6' BOX CULVERT) 364.18 LF ~ 0.5p% K01 18" INV. IN=717.70 18" INV. OUT=729.80 24~~ ENV. IN=717.50 15" INV. IN=724.55
H01a N 538,299.59 24" INV. OUT=722.50 30" INV. IN (S)=714.90 H02 TO H02-04 N 535,990.55 30" INV. OUT=708.00 30" INV. OUT=717.00 ~ X6.36 LF ~ 8.62 395.18 LF ~ 2.10% L02 969.77 LF ~ 0.74% 36" INV. IN=713.20 K06-06 N 534,296.22 18" INV. IN=723.80
N 538,670.52 E 1,413,439.30 H06-10 H02-ENDWALL TO H02 30" RCP, CLASS IA E 1,412,383J6 42" INV. OUT=711.70 K02~04 K02 TO K04 K06 TO KO6-02 30" INV. IN=722.80 L04 TO L04-04 N 536,006.10 4'X4' BOX CULVERT 24" RCP, CLASS IV E 1,412,356.75 30° RCP, CLASS V OC IL- ANIL
E 1,412,312.84 DROP INLET N 537,303.73 H02-06 30" RCP, CLASS V 452.40 LF ~ 0.64% MANHOLE K04-04 E 1,413,586.68 N 536,907.36 42" INV. OUT=721.40 4
MANHOLE GRATE=729.74 E 1,413,489.90 N 537,811.00 213.00 LF ~ 4.23% H02-04 TO H02-02 RIM=695.80 RIM=710.10 24" INV. IN N)=720.00 DROP INLET E 1,412,467.86 24" RCP, CLASS 111 36" INV. IN=684.80 N 536,944.11 DROP INLET E 1,412,513.75 550.00 LF ~ 0.77% 419.38 LF ~ 0.55 DROP INLET 328.68 LF ~ 0.58
24" INV. IN ~S)=720.00 GRATE=729.74 DROP INLET HO6-02-ENDWALL TO H06-02 q~1.17 LF ~ 0.52% 54° INV. IN=686.30 0 E 1,413,191.13 GRATE=727.02 DROP INLET (ADD/DEDUCT 54" RCP, GRATE=723.86 L04-02 GRATE=724.13 CLASS SPECIAL K06-02 TO K06-04 24" INV. IN=716.51 N 534,495.80 L04-04 TO L04-06 0 DROP INLET 24" INV. IN=721.10 24^ ENV. OUT=719.80 ~ 18" RCP CLASS III 30" INV. IN=713.10 E 1,413,315.44 ~8~ RCP, CLASS V ce.
H08 42" INV. IN=706.70 18" INV. OUT=725.49 GRATE=725.41 42° RCP, CLASS V .60 GRATE=719.67 30° INV. OUT=720.60 ~~D/DEDUCT 6'X6' .BOX CULVERT) ~,jg 38 Lf ~ 0:55% 42" INV. IN=714.20 DROP INLET 309.53 tf ~ 0.'491 0
N 538,092.29 42" INV. OUT=705.50 H04-04 24" ENV. IN=777.50 268.00 LF ~ 6.343 H02 TO H02-06 60" INV. OUT=681.60 K02-06 K04 TO K04.O6 36" INV. OUT=714.67 K01 TO K01-02 42" INV. OUT=7Q9.65 GRATE=734.25 L02 TO L02-06 KO6-08 N 535,503.21 42' RCP, CLASS V 36" RCP, CLASS III 18" INV. OUT=728.80 24" RCP, CLASS III
E 1,413,658.14 H04-02 N 538,828.87 30" INV. OUT=717.00 H06-02 TO H04-02 30" RCP, CLASS IV K01-02 DROP INLET N 538,465.18 E 1.413,095.43 H02-08 42° RCP, CLASS V 452.40 LP ~ 0.46 N 535,956.83 j
GRATE=698.04 E 1,413,113.86 DROP INLET N 537,359.78 365.14 LF ~ 0.52% H02-06 TO H02-08 E 1,412,399.03 K04-06 N 536,311.0$ E 1,412,585.04 449.93 LF ~ 1.26 L02-02 E 1,413,567.51 DROP INLET 37.00 LF ~ 1.08% N 534,692.56 L04-04 396.36 LF ~ 0.79 N 535,600.56 DROP INLET GRATE=726.89- K04-0S TO KO6 E T,412,3$2.t1 N 533,951.76 lQ2 TO L02-02
QROP fML€T GRATE=720.67 E t,4t2;480.80 H04-02 TO H04-06 24" RCP, CLASS- (ff ENDWRIL E 1,413,259.35 18" INV. OUT=722.50 36" RCP, CLASS V K02 TO K02-02 W. Z
H10-RISER GRATE=722.94 30" INV. OUT=715.42 DROP INLET 36" RCP, CLASS IV 452.40 LF ~ 0.55% 36" INV. IN=685.20 0 GRATE=727.08 30" RCP, CLASS IV DROP INLET E 1,413,341.65 30" RCP, CLASS IV DROP INLET 317.80 LF O 0.50
N 538,057.66 30" INV. IN=713.60 H02-04 GRATE=724.74 364.20 LF ~ 0.50% HO6-02 TO H06-04 GRATE=725.13 24" INV. OUT=722.70 K04-08 452.40 LF ~ 0.86% GRATE=724.11 DROP INLET 397.13 ~F C~? 0.71%
E 1,413,738.71 36" INV. IN=709.59 24" INV. OUT=719.99 K02 RISER 42" INV. OUT=708.60 N 538.714.65 H04-06 TO H04-08 24" RCP, CLASS III N 536,003.71 N 535,282.30 KO6 TO K06-06 24" INV. IN=716.60 GRATE=732.72 30" INV. IN=717.50 K08 K02-02 TO K02-04 X02-02 TO L02-04 Q
TOP=689.00 E 1.,412,427.98 HQ6-04 30" 12CP, CLASS IH 498.57 LF ~ -0.50% E 1,412,559.63 3fi° INV. iN=71fi.40 N 536,806.54 E 1,413,275.51 30" RCP, CLASS IV ~4^ RCP, CLRSS iii 30" INV. OUT=715.90 15' INV. IN=228.20 24" RCP, CLASS IY z
2-36"X12' ORIFICES=687.00 H04-06 DROP INSET N 538,797.50 364.18 LF ~ 0.50% HO6-04 TO H06-O6 DROP INLET N 538,101.45 GRATE=726.75 E 1,413,414.06 H06-02 TO HO6-08 18" RCP, CLASS III DEEPENED SUMP 42" INV. OUT=715.00 E 1,413,515.15 DROP INLET 416.84 LF ~ 0.50% 452.40 LF ~ 0.51% L02-04 18" INV. IN=726.57 395.85 LF ~ 0.48% GRATE=724.60 K06-06 TO KO$-08 30" INV. OUT=724.70
8"X8" ORIFICE=678.00 E 1,413,132.36 24" INV. IN=720.50 DROP INLET 498.57 LF ~ 0.50% GRATE=725.24 K06 DROP INLET 30" INV. OUT=719.70 K02 TO K02-06 N 535,087.60 L04-04 TO L04-08
5'X5' BOX INV. OUT=675.00 DROP INLET 30" INV. OUT=720.00 GRATE=729.74 24" RCP, CLASS III N 535,589.37 GRATE=729.74 24" RCP, CLASS V 18" RCP, CLASS III E 1,421,407.38 L04-06 15" RCP, CLASS V 18' INV. OUT=726.00 305.58 LF @ 0.52 500.15 LF ~ 1J0~ DROP INLET N 533,677.80 310.47 LF ~ 0.71 E 1,413,576.95 m W M
RISER HQTTOM=fi75.Qn GRATE=7~2.4Q ~ZAZ 18" INY. tN=723.00 498.55 lF ~ 0.50% 18" INV. IN=714.00 30" INV. IN=711.90 24" INV. OUT=722.50 30" INV. IN=713.10 1 K04 70 K04-02 GRATE=723.10 E 1,413,215.69 DROP INLET K04-06 TO K04-08 L04 TO l06 .c z
H02-ENDWALL 36" INV. OUT=711.40 N 539,125.29 4'X4 BOX INV. IN=704.00 =704.00 GRATE=730.80 42" RCP, CLASS V 30" RCP, CLASS III 24° INV. OUT=718.50 DROP INLET ~5" RCP, CLASS V
N 538,3.55.94 E 1,412,401.13 H06-O6 54' INV. OUT=701.50 .50 24" INV. IN=724.70 539.30 LF ~ 0.55% 318.67 LF ~ 0.69% L02-06 GRATE=732.65 318.75 LF ~ 1.84%
E 1,412,253.35 H04-08 DROP INLET N 539,295.42 N 537,737.74 GRATE=727.37 E 1,413,388.77 BOTTOM=698.5 18" INV. OUT=728.00 30" INV. IN=718.50 N 533.900.69
ENDWALI E 1,413,15Q.83 24" INV. OUT=722.62 DROP INLET K04 30" INV. OUT=699.00 GRATE=718.70 GRATE=729.74 N 536,024.70 36" INV. OUT=718.00 E 1,412,331.45 L04-08 ~D ~"~`~2
K06-02 DROP INLET N 533,848.21 18" RCP, CLASS III GRATE=723.65 E 1,413,634.34 215.99 LF ~ 2.31%
30" INV. OUT=713.71 18° INV. OUT=725.49 E 1,413,109.23 MANHOLE N 535,170.53
RIM=732.30 E 1,413,598.21 24" INV. OUT=719.65 DROP INLET
42" INV. IN (N)=708.75 08.75 DROP INLET G5'A NV.70U89730.40
42" INV. IN (S)=709.35 09.35 GRATE=732.18
4'X4' BOX INV. OUT=708.25 1T=708.25 Hsu INV. IN=727.50 LO6 24" INV. OUT=727.00 N 534,332.85
E 1,413,64Q.Z5
DROP INLET
STORM DRAINAGE SUMMARY (SYSTEM M) STORM DRAINAGE SUMMARY (SYSTEM N) STA M01-ENDWALL M04-ENDWALL M01-ENDWALL TO M01-MH N01-ENDWALL N04 N01-ENDWALL TO N02-02 P02-ENDWAL~ N 532,468.86 N 532,617.81 48" RCP, CLASS V N 540,792.29 N 541,144.79 42° RCP, CLASS V N 536,976.27 E 1.412.232.74 E 1.412.573.11 91.00 LF ~ 0.71 E 1,415,425.76 E 1,414,939.33 143 LF ~ 0.50% E 1,414,602.28 STORM DRAINAGE SU~R~MARY (SYSTEM P) cR?r~=X34.94 15' INV. OUT=730.40 W
P02-08 P04-04 P02-ENDWALL TO P02 P02-04 TO P02-0B 0- J
N 536,615.28 N 537,300.84 48" RCP, CLASS V 24" RCP, CLASS IV
E 1,414,434.50 E 1,415,282.44 88.00 LF ~ OJ3% 509.53 LF ~ 0.51% Z
ENDWALL ENDWALL M01-MH TO M02-RISER ENDWALL DROP INLET N02-02 TO N04-02 ENpWALL 48" INV. OUT=672.75 30" INV. OUT=678.25 48" RCP, CLASS V 42' INV. OUT=714.76 GRATE=725.82 36" RCP, CLASS V 48" INV. OUT=695.00 154:00 LF 0 0.71% N02 18" 4N4. IN=719.16 252 LF 0 0.50% P02 DROP INLET DROP INLET P02 TO P04 P02 TO P02-08 q
695.00 GRATE=718.53 GRATE=710.32 42" RCP, CLASS V 30" RCP, CLASS III
24" INV. lN=714.48 24" INV. IN=702.0,0 282,08 LF @ 0.50% 394.88 LF 0 0.99% F- a
M01-MH M06-RISER 24" INV. IN=718.66 M04-ENDWALL 70 M06-RISER N 540,893.12 N04-02 TO N04 30" INV. OUT=713.48 30" INV. OUT=701.50 P04 TO P04-02 P02-08 TO P02-10 Z
N 532,477.07 N 532,672.86 30" INV. OUT=718.66 N 536,927.88 E 1,412,323.36 E 1,413,350.16 E 1,414,952.12 30" RCP, CLASS SPECIAL 30° RCP, CLASS IV E 1,414,675.77 MANHOLE RISER 779.00 LF 0 3.47% DROP INLET N04-02 397.95 LF 0 0.35% DROP INLET GRATE=725.83 N 541,164.97 P02-10 P04-06 36" RCP, CLASS V 24" RCP, CLASS III M
N 536,376.94 N 537,435.60 336.24 LF @ 0.50% 313.85 LF @ 0.58% cr. z p Q C)
R11vt=7p5.15 TOP=714.20 N04 TO N04-04 GRATE=715.50 E 24" INV. IN=718.55 E 1,415,336.77 30'~ INV. IN=709.59 48" INV. IN=673.40 10"X10" ORIFICE=706.00 30" INV. OUT=718.05 DROP INLET 24" RCP, CLASS N E 1,414,230.30 E 7,415,578.38 p04-02 TO P04-04 P02-10 TO P02-12
)9.59 DROP INLET DROP INLET 30" RCP, CLASS IV 24" RCP, CLASS III ~a W
48" INV. OUT=673.40 30" INV. OUT=705.25 397.98 LF 0 0.50% 36" INV. IN=696.39 RISER BOTTOM=703.00 N02-02 GRATE=725.25 42" INV. IN=696.14 X6.39 GRATE=721.26 GRATE=707.36 336.22 LF @ 0.51% 240.74 LF @ 0.87% X6.14 24" INV. IN=717.30 24' INV. OUT=703.65 P04-04 TO P04-06 P04 TO P04-08 JZ
M02-RISER N 540,91.3.30 30" INV. IN=717.25 N04-04 TO N04-06 48" INV. OUT=695.64 lie 695.64 24" INV. OUT=716.30 P04-08 24" RCP, CLASS lIl 30° RCP, -CLASS III Q Z
N 532,490.97 E 1,415,349.56 36" INV. OUT=717.25 24" RCP, CLASS 111
E 1,412,476J4 DROP INLET Npgpq 397.98 LF 0 0.50% P02-02 RISER GRATE=725.25 N 541,124.61 N02-02 TO N02 N 537,188.87 TOP=682.70 30" INV. IN=716.06 E 1,414,541.$7 30" RCP, CLASS IV E 1,414,877.23 E P02-12 N 536,461.30 325.18 LF @ 0.51% 388.35 LF @ 0J4%
N 536,306.04 E 1,414,633.99 P02 TO P02-02 P04-08 TO P04-10 CL p
E 1,414,000.24 DROP INLET 36" RCP, CLASS V 24" RCP, CLASS III DROP INLET GRATE=718.54 329.70 LF 0 0.52% 387.18 LF @ 0.51%
12"X15" ORIFICE--675,00 36" INV. IN=715.98 DROP INLET 397.95 LF 0 0.50% DROP INLET 48" INV. OUT=674.50 42" INV. OUT=715.48 GRATE=726.43 N02 TO N02-04 GRATE=712.96 RISER BOTTOM=672.00 24" INV. IN=720.84 24" RCP, CLASS III 30" INV. IN=698.62 GRATE=723.68 24" INV. IN=714.23 P02-02 TO P02-04 P04-10 TO P04-12 U
38.62 24" INV. OUT=719.39 30" INV. OUT=713.23 30" RCP, CLASS IV 18" RCP, CLASS 111 W
N02-04 24" INV. OUT=720.64 397.98 LF @ 0.49% 36° INV. OUT=698.12 698.12 :C 0 F -
N 540,872.94 E 1,414;554.65 N04-06 N82-04 TO N02-06 P02-04 DROP INLET N 541,104.43 18" RCP, CLASS III N 537,454.62 E P04 P04-10 336.24 LF @ 0.51% 382.40 LF 0 0.70% N 536,768J3 N 536,171.76 --J
E 1,414,871.27 E 1,414,376.95 D
GRATE=726.43 E 1,414,144.40 397.98 LF @ 0.50% E 1,415,083.23 1 ' DROP INLET DROP INLET Q N
18" INV. IN=721.00 DROP INLET N04 TO N06 DROP INLET 24" INV. OUT=720.50 GRATE=727.04 18" RCP, CLASS IV GRATE=710.39 GRATE=715.55 GRATE=721.24 L0 C?
30" INV. IN=710.34 18° INV. IN=717.20 )0.85 36" INV. IN=697.59 24" INV. OUT=716.20
N02-06 24" INV. OUT=722.84 86 LF @ 10.05% 24° INV. IN=700.85 700.35 42" ENV. OUT=697.39 lr.l
N 540,852.76 N06 30" INV. OUT=700.35 E 1,414,157.19 N 541,230.66 P02-06 DROP INLET E 1,414,934.58 N 537,685.82 GRATE=727.04 DROP INLET E 1,415,537.29 E P04-12 Q z
P04-02 N 536,054.34
N 537,034.90 E 1;414,013.02 DRAINAGE .W.!
18" INV. OUT=723.00 GRATE=737.00 DROP INLET 1 ' E 1,415,076.71 DROP INLET , -~rp°~~'~",'~',~..,,~ DROP INLET GRATE=723.68 K C
18" INV OUT=727.80 GRATE=707.37 24" INV. OUT=703.46 GRATE=712.96 18° INV. OUT=719.87 °~~~C~ ~,s ;o.~, TALBELDxr1rRIG 703.46 30" INV. IN=699.78 rQ~ _ = ~ 'o ti'•, Z H--T-
SEAL 36" INV. our-699.28 ENGIl4EERNG&PLANNIlJGCONStJI.TA i 26421 INSULTANTS S uT. 64
• = -o 49{4 PARKWAY PLAZABOUIEVARD. SU1TB 3 F'~'Gs'~~• HDREngineering, Inc. CHARTAT'IE,NORTH CAROLtNA 28217 D, StM 350 1
4A 2821?
A°GE~o`r ~00 of the Carolinas jC{. PHONB: ?044266070 FAX: 704.426,6080 26 6 80 -426-of 140
~ 128 STryon. Street, Suite 1400 ~ Charlotte, NC 28202 3~ l J~~ www.taibertandbeight.com

( ~ I r T ~ r 1 r. . , f . ti~ p ~ fir
r ~ ~ p f~,, 1 r / ~ a f i t i r" , r ~ ti~ r vw / ~ r ° ~ ~ ~rr ~
~ f ~ ; ~ f` ~ ~ i ( ~ ~ s F i ~ t W
r r ~ ~ ' ? t' 1' } ~ 1 / f f f ~ r ! ~r f d O
i r 1 r , z j y' f > l t ~ r f, r f ~ ~ ~ ~1,/ r' ~ ,
1~ ,r i 7 ~ ~ ! Jr r r I t r r r i ~w
r' 1 1' i ~ ' r ~ t J ,r~.. ! r'f C i a r i ~.a P r r ~ . F. : f F r ~ ~ , s t
i J j r ~ s, r r/ r 1 r ~ ~ f ~ ~ ~ ~%r ~ ~ t, ~ _ r a J , i
1` ~ , t r` ~ ' f ~ r~ ti : ' f ~ .i ~ ~ 1 f r ,
f,,. ~ f ~ t ~ . f
r' 1 f ~ ~ - _ ~ P i r /
E t ~ ~ o ~ ~ ~ ~j ''y 1 f r i s i , i { y i ~ i F i rr ; „ J ~ Z
/i , ~ i 1 ~ s r f ~f 't l ~ ~ - f 1 ~ jlJ p ~
~ ~ i ' . ~ ~ t ; ~ ~ ~ ~ ` ~ , „ a y, , s { J . ? ~ ~ ' S ~ t
r ~ ; r , r, ~ , I f s^ ' ~s. l , x Y , ~ i
~ ~ ~ , r r ` < ' '1 v . . ~ ~ ~ r f V ~ ~ 'v. ~ , 1 . f ~
r,. ` , v..,,...,. ,.u / a 1. 1 , 1 ~ A; ' ~ ~ , y / z
w ,r~ ~ t~~y,.) f ~f ~ \ J J i I r f % ~ 1 t f ~ t , , , ~ ; ' ~ s
/ r 4 f i i i ~ f ~ ,
r f T ~ r ff f ~ f f f
I~ h ~ ~ ; t~ ~ q , ~ F . ~ ~ f i W
-.,,....~1~ " l rte,, ~r Y r r` ~ ~ f` d"_~,yj V.. r' ~ 4 r r' i ~ f J ~ 1 . ; . , i ' ~ F i r _ -S p ~ , r ; ~ r `Y lr, ,
.w..r.w , a < ~ r r j ~ r { / ~ . , , r' ~ r J LLJ r^ ~s L li
w ~ w ° J i ,s., ~ \ yv..,. ~ ,...e,,..• . r.., rw t ` ` ' ~ ~ t f'- ' r' ~ :p r ; ,.v ~ ~
~.....r.... N...~~...,. ~ r ~ ' r v^"". v, .r,.. ~ M .µ,~,,,r, y : ,.w~~' .~...,..r. i w ~ f . ~ ~ A i .,w i f / J , J r i i t 1 ~ r. rf [ F. ~ d f 'y ` i, 6 ~ + ~ ~ , " N t, f) mot-
~ ~ ~ ~ r f ,.u ,w _ ~ ~ , . .M. ~ r 1 ' i . , F .,u ~ , 5 ~ i , , t
t . , ~ ~ ~ r~ ~ , t,. F ~w - , a { ,rF<<` 1' J'~ ~ ~ ` M~: r r f ~ ~ ; ' ~ r r ~ n ' _ ~ A, r ~ a ~ , ti ~ r r ~ ~ , ~ { , , ~ W.._
r ti , ~ ~ _ ~r r tW ~ s,/ ~ 1'.J l ,.T% , w per.-.- . : ~ r e ~ , - _M.. , ~ L ~ ~ , ~ 4 ~ ? a / i i ~
f' J _ .v 3 ' ti.P err w+rw~ rw+ . EXCELSIOR ~lA~TT ~ ti~, ING Q
r' ~ tt f ~ , ~ ~ , ,
~Y r: , ` ~ 1 ~ M w ~ f ~ ~ r r ~ „ , ci e ~ ~ , , _ . ~ 1 , ,J
Y ~ F ~ ~ l r, i 4 r r.• i r ~ r W W N CL d W 0- CL (N
. N ~ ~ a ' ~ ~ s t r~ 1 i , ti ,5 .r .
F~ f ~ 1 3 „ ' r ~ ~ I r ~ t ~ r r r r ~ i` " T 3 w, ~ n ~ n f w. i ' l~ 1 '
i r 7 J' S ~ t f : , 'f ~ l Cdr. r ~ . ~i a~~.. r ~ ' j r r W z Lrl W D
r' ,r' ~ ~ r ~ r ~ j 1 r ~ ~ ~ , f ~ r r,. r t ~ r = ~ ! „ t 'r".:.... r i : J ~ ~ © m p V) W U U W
; ' ~ . , z Y r W W
r f f p coNSTRUCrION uM~~rs - - U U W
~ ~ ~ , ~ s , f,. , r
r fir'" ~ e / ~ lr ~ ~ I ~Jr ~ ~
J t f 3 x F ~ ~P / )y i t . n ..n.?' i f' ( ~ f 1 ~ W~ a 'w`.. ' ! ~ h ~ , ~ , ~ t , j ' ~ r 1 r
.a , r ~ f f ~ ~ ~ j 'ti ~r~ ^i%)r r 'wt ~f r i u' \ f r , r ~ / <i s,. i ~ r ~
~ i 1 r ~ f ~ . s ~ r ,,....,.m... .r ,
s r ~ . k ~:f , ~ y , °,i ~ ~i ~ ~ ~ ' .i` y i i a ¢ M ~ N ~ ~ _ F' ~ ~ f
~ ~ ~ ~ r ii } - C f,r J ~ t ~ r s ~ ttf ~ ~ t , ~ ~ 4 ~ 1 i r v ~ ~ 1 r ' d ~
{ e ~ r 1 i P r ~ s' 4 ~ ; . ~ t k , , r
r' F, ~ x J ~ 9 ~ ~ f rtv 4 ~ ~ ~ _ , ,w .o ~ t ~ r , ~ ~ ( ~ 1 ` i !1 ~ , i ~ r w....,.„... 't t j j „f Y r +,,,jjJY ~tt
( , s.., l r ~ 1 i f r ~ ,r' r ; ` ~ r
w ~ i t i ~ 1 P ~ i ! 1 r :n i r r j _~,r... , tuo
i j ; ~ ? 4 ~ ~ 9 r ) t f k i t i i, r ; ~ = r t ~ ~ ~ }
p W i r f ~ ~ ~rj 1 r ~ , . ~ ~ r sir
/ t F i i` ~ e y i F ~ ~ y. f ; a.F , m ~ f;
~ „ ~ ~ ~ r _ : , t r / ' ti,, . ~ ,
r ~ ~ j F i i i 7 ~ ~ ~ \.nF , .'f I t,~' , : . * ~ r' f f ~ ,r , r._.
~ 1~ ~ , a , w r' i ~ t ~ ~ ~ 1 t i . r• s ' ~ ; .~r r ~ f ` ~ , Q
i i. 5
f , ~ ~ ~ _ r ; , , Lt ' U„ ~1 ~ j . i
~ ~ r~ S "~1 j ' . ..V ~ , . " ~ ~ ~ - ~ a, ~ ~ $ v
j F ~ I ~3 ~ ~t~ 1~ ~ 4 f,, f ~ i I r. ~ , ,
F 1 S r ~ 1 i ` ~ . ; , l , ~ , , ,
~.-y f1 ~1 ' ~ ~ ~ - 1 ~ ~ , r r oG
t; ~ ~ r~.,~ , . , . ~ : < < ,t ~ ~ ~ ~ , ~ ; ' / w
11 t , f ! i . ~ ~ , .v, i i--
,r r 1 r r . ~ ` ~ 4 r ~ ~ it , ~P ~ r . ~c; ~r _ ~ . _ - / ...,r. rr r
V s ~ i ~ ~~r i~ t ~ ~ r t J x. d r i,~ r
i„ ~ r ~ 1 N ,V., .M t i ~ ~ 1 ~ it f r ,~h, ~ r ~ ~ 1 < r M~ , } P " " t ~ ~ .d. ~ ...»..v. , w ' ti~~ ` . i „ _ r t
.~,w - 4 r ` a r ~ ~ J ; , e ii i F r~
f ~ r ,t j r ~ ~ i~ ,ti i, ~ ~ 1 f ~ .N J e., ; ~ r .
~ I .a..~.,,,-. ~ ,r , r f 1 r` f t s J ~ ' o ~ f v r { Y 'n T^ ...n A ~r 1. T ,
r r ~~r M,.. f ~ tA~ r 1 ~ ~ ; r t rf. iJ~ 7 p ~ _ .O t 'erg. ,
i ~ - i .,,P. .M~~ w , r• ~ _ - t r, f i j r „ ,....M.,._. ' . , . rl 7 S
r.. ~ ,,,-...,r„~ ,..r~,.~,.,, ti , u.~, ^..k ~ ....tom w_. , r
_r M , I"" .,,mow.. S .F ~ C'n t I ^Y. ~ . t ..r ..N ^w,... w ,may. ~^4 .n..~_+ _ z
,mss. N ~ .r ...p. - ~ ~ f }J 4 ~.....y. ~ n'.r....,. i _ .-+n. i 4 ...w..,..«... ~ r ..m..~ n, _ -"-...,..w. . i ~ +.w... - r r
~.~lti~ ff .,.MV m"~M t r ~ nip- . ~ ~ i. V i r . r ,
~ ~ r i ~ ..v , ~ y,
' .,F.. rF 6a.; m r / i .r...v ~ r.. r..,..~..,.....: i .....e...... r r-n w......«.... ~ .n..-..r...- . ' 7 ui
J ~......n... o w..., „„~..n.> ,w,.. v , w........
f .rv,..~.... ' ..w.......... " a,.,. , ~~.r... { ".~v.....,r. ~ -w.
LL.:.~., ..a. ..~V.. vn 1°~ ~ , . „
s
m„ Y~ tf7
y
Z r-
n, 1Y
, - x+w ^r,a. { Z LL
U1
(t
t .
„ 4 MOM
1 l
Y. 1 . Diu ,
j J Y V f x
M
r
W low
. ,
-dL 1. „ f.. , ' V N
- a
W
r 4
27 i~ 31 36 39' W W W Q Z
DRAINAGE LLJ
37 VM J 'ii k i Y 48 +rtg1111U/l®~ ` ttlirrrrr r 48
CA ®epe re ~ ~ ~ r.
'{Y 47 hK, `X TALBE i 4 4 O . \ O r ,UGHT
157 158 ISO el 0 50 100 150 50 25 AL _ •a SEAL t
ENGR EEMG & P G MNRXTAI 14613 - 26421 INRXTANTS SHT. 63
* - V 4944 PARKWAY PLAZAIBOUIEVAM SUM 35 SCALE IN FEET :F . t~• , ' D, SUITE 350
®4 , G . HnR Engineering, Inc. ~ . GlNE. • ~ CHARLOTTE, NORTH CAROt3NA 28217 4A 28217
5 1 -50 of the Carolinas . C PHUT. 704-426-6070 PAX. 7 rl a E , •426.60W OF 140
l/l/tt1111111tt`~ / r r t r r i r t t i
1 !2 128 S Tryon Street, Suite 1400 I Charlotte, NC 28202 www.talbertandbright.com
-
-

O
J' a` ~ yam" „t c ~ , ! r ~ , .
~ n M.r' , ' ' k; i ~i \\~G t ~ ~ "s~ Ile) O
1 ' z ? ~ M , 1 , is , , r.~ _ y,,' 3 1. f{ ~ \ x~..,
f ~ t f' ~ \ ~ ~ `ti ~ ~ ~ ~ r s ~ ~
~c ~ , .r• t t
1t ~ ~ 't 1 ? ~ t ~ ~ r r ~ F
~ ~ ~ ` ~t . i, ~ i
~ ~ ~ ifs ~r ~.i "r,t ~ 1~ . k~ Y. ? 4
~N + ~ ~,'ti f,'` I ~ f :
ka 3: ' i i 1 ~t, ~ ~ v+•
f 5, ~ 't. M1 f ~3 7 3 ~ # fY r ~lf+ s Q O
i~, t r: i 1 ~ ~ ~ ~ f ~ e
i ,ry. 3` i ~ 3 ~ k. _-q ~ 1 ~ ~ { 1 ~ ' ~ _ t ~ . ~ e cr-
r' r r' t 'N 7 ~ ~'r~ ' ~ M 1 d 't ~ 1 ~ t ~ Z.,,,`
1 ~ `e. l ~ t ,,,w., ? ~ ~ 4 fit. / l t,,r
4~~„„, , d \ ~ r ' r"~ ~ ~ r O
I I ~ 6 • ~ ; l ~ ~ ~ p ! ~ ~ ~ f
~ ~ / d t._ ! d rr W
r ,,,,ter' ' ~ : ~ L Y / r''` I ? r r~µ ~ CELSI R MATTING / ~ ~ ~.r.t~ .
i t - ` t LAJ
' ~ , ~E M-- ~ ~ ~ \.?i r' LAJ
/ , i r` ; ~
~ ~ ! _ h 1 S ~„...w n~ ^~„s r 1'.,!''~ r ,rte
i i ~ ,.f. ~ _ b " :F vF...~'
~°v ~ d ~4, d l~ r r } fi ! ~ i t ( " s ,rte ~ ~ ~ ? t?" w'~dza' ..r"?~ ~,f~fy~ `.y`*... ~ ~ 3 ?.A"-, ,.1/"~ r „!'"r ` .l ?y. ?yt' ~ t, 7f / .,.~+^,,",~,JrtT` . 04
r t\ t Lo OO
.gthv / ,n a ,i7 , 4 \ V ,f,~ i( ~ ,f,,~~w p ~ I S ~ i a ~ /'f ~ ~ ? ./"r ,,r ate.
d ~ F~- © M V) w
~ ~ ,.i" ~ ~ ~ p W W N -2Ll. Cl. N n < d
"'r,,,~...~..,... z t s
t f f,... i' m W Z
CONSTRUCTI LIMITS ~ d coNST ucTO~ t ,~r m LLI
~ ~ f, ~r~r , f's f ' ~ ~ ~ IIIMIpr ~ , l 1't ,t r' ^'!`w,r'" ~V r i ~ A d M d W { LLJ U W
~'1 ~ ! ,r j1 ve W W Z y '
f Ar i ~ ~ V~ a 0 <t U W
, ~ 1 / ~ ~ , v~ k ~ d CL Q d U d
~ ' 1i a \ ~ ~
~ a
` I r' ~ ~ 1 ~ a ~ r ~ r / f .._.r° ./s 1, 1. \ k~ ~ i 1 r / Ff ''r r r'k q o t
ti ~ o ~ ~r 1 1 ? \ ~ I ~ , i, ,r'r ~ ~ ' 't t 1 i ~ ~ ~ ~ i
/ ~ l ,,,,J 1S y y 11 4 t
3 , d ! / s JJ ,,r' ?`"f / 1,,. ~ ~ s• ~ ~4~ ty s',~t~. Z f ~ w Y ~ S` { 1P s,~ r `J ! ~ ~''r-^ ` ~r'=`.,.. h. Y~ ` ' i t ~ r f ~ t s \ ,r t 1 1. ~
..M-,w'' ~ § i ~ Y: ~i 3 \ i y
,J~ ! ~,..t.»_.. r,r' ~ 1 * 1 +t e t t~ ~ ~ It ~ i ~1 i 'k / ~ ~ ~t1'~ tit` ~ r ~ ° # 1 [ Y
f'~ / . '4 ' J r`°< '/",'rv t 3 ^~.""..d i p ~ ~ i i ~ j ~~+,.,.,.1~ ~''v 7l r t t^~.~ % 4
,ell
~ d d ~ , r~ ~w ' rr " , ~ ~ ,,rte ,r'` e E ~ ` ? r~ ? ~ ~ ~ r' ..~a / ~,.r ter,...--• ? \ M, „ i 1 ' j r ~ ~ ~ 5 ~
i ~ ~ J"M ~r .r' '.'.~y',p rvr' .~l ^•,v.,ti ~ 1 i t t ~ ~ tt r ~m ~4, ~ ;t t ~ ~ t
~ a f ~ ! Jl,r~r~' r'' "`-w... ter. ~.,,ti\ ~ } 3 t 1 t ' ~ d ~ ~ ~ 1 ~ ~ ~ 4. ~ / 1
i J ~ ~ ~ s 0 ~ ~ ~ i ~ ' ~ { ?
` ,~e' 1 ~ ` r ? l,,.. M,...-._ ,,,a ''w'~ ~p \ i 4 E j 3 ...,,.,q/ `'•w jr ~ j l "~ti/ t rr ?r
'e f f ~``e \ ~ i f f .r' ~ r' Now
~ f ~ J .i r,~ / , ,,r ,~,1.., ,-,...`y~ w ~ '4.. `^•.-.,..a w e ti\' t 1 ~l± \ / 1" ~ i C.,,„,,., " ' ~Xf f~ H
,j , fs t 'e f , ~ l ' ~ i e ~ E J 7
~ d ~ ~ ~ I y ^'`r ~ ` , / f ~ »-Y..,4„ ~ . `..'h.. 1 t, "v t ~ y "et't ~ w ~ I ~ ( ! .W~- 1 /r /j / J/ riJ Z ..-..w..~... ~``~..1 ~ \ ''i sk, '^ti l ~ \ t l ~"t ~ j ~ ~ s I
ti 4~~, ~ ~ ~ i ~ r t ~ ~ r t - . ; .rte ,r t` J a'' J' .s ~ C ~ v~ ~.""`"Sr f ~ ( E r t,.i M.,.. ~ I f
ti ~ ; 1' ~ w, - . , ~ us r t, l t~ - W
1 1 s?."" ~ ~ , ~r a r~r ,~.,,t~, . '\t \ w`~, \ 4,~t ''a ~ ,'y b~ t~ t~ '~k.1 f a + ~ :i t l~ t f .ice xF: J'
7 ~"J l A ~J' f ~ ~ 'i\,` .W ^A ~ \ k, t \ e ~i hr i ii i y i .f i.f~ , .,;'r, / ~ ~F", _ ~ ti I~ ~ ~ , l ~ 4 t
,M ~a. ~ ; r ~ a~' v E j . , ti ~v y,, ~ e ~ t r ~ ~ ~ , t 1, ~ ~,f" i
,f~ w,..,..., I' / f r' X~ ~r '.T r s ? v~ '4~ S, y i ! \ t i r y r: 1 f ! 1 F .f ~ \ t t 'ti \ ~ q~~t~.t V, '1 ; 1~ , 1 r'" ~ '`~l / / R'
j r % " \ ~ \ ~ v Ott ` ~ i` .L1 ? ? y ; . !?r / '.:lf' J I ( I f! / \ fr 1t ~ ~ 'll. 1 a ~ 5ty ,t 1 k, ,f, / ,t-rn.. f 4+~' / ! 1 1 J' J F" ~ s`\,, •t `y ~ y l ~l e 1 't\ \ ~1 it \ r 1
. 'ti A. ~ ~ ~ , A ^ t t 1 ~ ~ t 1' ~ "~.v. ~ 1 .t ~ ~ t'~ 1 f~' 4 !s f' ~ d,,.1" i ~ s
1 ~ ~ , \ ~ t + r~
i , r' z H, ,r-''a f '1, A ~ ~ ~ ~ 7 i \ `wh '"ham L \ M1 k ~ ~ i ` t ~ S 4 J J ~ l _ -+vr
,F-
~ ~ i ` ~ ~ ~ ~ y t v t z ~ ~ ,r'' \ ~ ~ A ~ a t A r j ~ r` f j 0~ w~ ' 1 4~ ~ `j~ l 't rte. ,w.-.-•-' f ffr'
~ ~ r ~ ~A ! ~ ~ ~ ,,,,rr \ 1 1 J ~ t t i t \ . f ~ 1 \ j, ~ l ~ Y~ ~ 1 M
~ t ~ ~ v i { A ~
`a 's,~ ..w.,.-.- ~ A `ti ~ , / ~ 1 W
\ J T ~ J~, J ` < Z ~ ~ f O., ~ w~ '~`*•s,~ 'r w ~ s ~x `y, ~ i ~ ! 'l ~ 1 ~ cD-
r^,,•••' ~ ~ ~
~ ~ i v _ , t ~ ? \ 1 ~ , t ~ ~ 2 ~4 ~`S ~`,.v.. ~ 1 F. ~ n L l l ~ \ ~t tl~. ! ' 1 t t ~ \ A I 9 _ z z
{ l..i;° ~ ~ , i ! f ~~r1 s ~ ~ ~ i ! ~ ~`'*w. ~ / ~ ~ 4 ~ ti ~ .~,y ~ ~ v 1 t a E ~ s ,f j! sf 1 ~ ,Y } r ~ ~ t `1 A a
CL Lo
i!
`•.4 `tip , r' \ \ti i , r
1 5 it _ ^r• z U.
ek r ti~ 1 y k F f
t1 fy n dd?, jz QD
r!r n i 6 i 11 ~j~ / A X
'f t 7 / W
x
i t
'
Y
14- N
r.lJ o 0
Z
ge 29 so W
a ago 31 32 as 34 35 as 4e DRAINAGE 48 0rr01ju91982#~~t i 1 r r r J f
Aomfth. 4w eel ®i. \ A or ~ ee r
e r,r & LX L TIM UGHT
150 167 158 61 50 25 0 50 100 154 G'
ct SEAL . T = ENGMEJUNG &PLANNING CONSULTAI 13 - 26421 NSULTANn S HT. 62
_,,I1 e° ? 4944 FA1tKWAY P~:AZA BiD1JLEVARD, SUM 35 SCALE IN FEET 4 °.°F D, S= 350
. R Engineering, Inc. N ~ NORTHCAROLdNA 28217 i 3A 28217
1 =50 t °4 o of the Carolinas , / • . 0 A G? C PHONE. 7t)4.426a6070 FAX. ?04.42~?,6t 10 p k E . B~e+Ne 89`8 ' ~1J1rr1 t11~\\\ -426.61380
ILI 889U r 1 r G ~ 128 S Tryon Sheet, Suite 1400 Charlotte, NC 28202 www.talbertandbright.com OF 14fJ
l =moo
-

~ t } ~ 4 i s MM +.~f / t '4 E1 , .n~.w%° (may)
t: , ~ ~ ~1 ,n 'n I ,j ..ate-°•. E. ~ 1 ~ ~ M . r. " w L
3 r / r~ ~ t t " I ~ ° "I 1 f .,.r" . ~ d f`~
is ° w , ~ ~ t ~ x.,.~ - ter;` • z - a d
w
A .,.N ~ 1 f 1 ~ t / ~ }rte k jj .
1 ~ r+ : 1 ~ r e ~
ti ~ ~ ~ . n .r w 5
i ,ter
/ ,f 4.F a,.~,,, , rr. ) y ..~..„,w ~p s i ! ~ w
N,.w" ~e~/ l .0.v I}..^ ~ n fir; L; ~ I k~-' ~ ~v' ~ , . ,
~ F._ w.~ . ~ yam. . ~ 1 r
~ ~ < f r,~ ,-w' k ,s .J A,. - i ~ ~ w F
l ,r ~~y p) $.,a r ~ ri z l d - r.--~-~ f r ~ . , .1 ~ ~ ~ r~ ,n r
~pP ...11 ~ JJf C.~ ~ `.i;. r ~ ~ wm ~ - ~ - , u, - ~ ~ r W l T
+ ~ Z t l) r~ I i t R.. ..+n.... I 1 ~ ..+'r ~ Fu ..r s z ....ter .xK'` y © ,
~`1 .i _ > .r- y Mw ~ 1 ~ „per .w°'
/ , J ~ c ~ ~ ~,r fi , , - ..ter ; , . , t ~ ~ . , yam,,,.,.,-~ „ . i ~ r. , . , . ~ ,
k v, { ~ ~h t f / J P , ..er......~..m ....J ~ .1 I~ y '1 h 1 r ~ .p ~ - r . , s - . ti . - , ~ r , a ~ ~ ? ; . ~ a ~ ~ 0 U-
I V } ~ / ,,...~~,~,,,~f., w-h YW x ~ f i 1 ry ~ , 0
,~_.,..w
y '3 . +rY. 3 LLJ
I / 11.1 ~ ~4J1 / ,.,4..v `4 ' S nom,.... r~ I'f . i ,
/ ~ M_4w r~,,,;:.- Off! -N r,~ dal vH.
I ~ ~ J rye' i t ~ c- N N ? d' U-) JJ
.f ~i _ R ~v--. m~ ~ , ;
r ~ , ~ ~ ; ,r N ~
,J .•e i. 9 I ~ ~ 1 r,,... /r . U O
~ ~ . ~ ; ~ ~ ~ ~ ,,,r 0
n w• . . . h.+ 1 ~.w... ~w f~'e~ m';". ,„.M.~+` ~ ~ t ,..,.gym' Y / F- F- 0
1 W N m w f W Q- CL. N

~ ~ .M!" r^ r•?`• ~j„r....«"" 1 ~ J` ,,..,y~~'1j~''~" 1, r~ `r. f
~ ~ ~.~-..M- I , O r Ln O W z m Ili
..,,,ter f f^' I~~....^ ~.,f..,.~ ix rr „ ~ ,w~ h ~ ~E~(CE SIB M.~.~~'II~'_ r © F-- Cr3 d cn
.~ti.-~"". ~ gyp,.. ~.~-u Z C~ ~ Y W~ U W
; i ~ : Yom. a „~Y ~ F { .M
' E ~ r r" . UL L L.LJ ' Z Q W
S J.dt ~i "J"!.~t.. ..~"".~~+74, yr"«. r' .r., ' r~ ,,,,,w^.w w . , h ~ ~ , f' `
„r. ; , ~T s
..r r ~ ~A S ~-`~,+-.r. f L ~ y ~ '1` fin.
ro
\,.M .~-...•~"'r .µa"'"!~ ""'.-,w" 1, +r."'" .4* .r \ ~ 1 ~ ~ rv~ ~ J' 1. ^ ~ 1 `
~ CONSTRUCTION LIMITS h
a ~ f f r
I r ~ F,.r ~ 1 ~
w ,..f , ~ ; ~„y. it _ .-.r y y0 ~ t i t ~ ~t
.,...,..»..M y r f.. ,mow "r . i, .
i ,r ~
~ .f.E ~ N_ Gt ,
w.,.- ~ ~ Ire,, J ~ 0 Pr ~ / ~ ~ ~
/ r s
~ ~ ~ r ~ ! ~ z ~ p ~ ~ ~ I
~ ~ q r, ~
r l ~ Mimi
7 ~ r, I ~
s 4 r t t~ ~ _ r f 1'~ w. I , 0 i'°' r
i ~ ~ ,~.w ~ - ; r - ? - / ~ r- ~ ~ ~ f / ~r M,F, 1 ~ f
~ ~ ~ , . r L LLJ
V.- 1 } r ~y / - ~
. ~
- , ,y i r ,,f ~ ~
v ~.w ~
j ~ ~ r'""" / J ~ ,fA ,r y ~.r-' r J r = f
r j 1
~J ` f / ,rte r,. ; ~ f~
. ~y ,1 ' r ~ g f
~ ! ~..7 r'^'~ ,,r-~ mss: ~ `d~ l
t ,1 r
t /J ."Ifs, y f f` 1 r, k I ~
~ ~ ~Y f.'. err ~ / ~~E ~ ;r~` ~ ~ /r ~
~ rr ? t'°f o / / ,/'4~ rti, r , 4 I~ k ~ ,t f ! o
r f f.~ ~ ham" ,r'~ y,P ~ / ~ ! ,t r
J{
~ ~ ~ ~ ~ ~ i ~.i r'`
J' J~ / / / I r' 1~ ~ ? r'~ ? ~ ~ ~ E„ r ( ~ , ~ ~ it ( 1 .y 1 t 5 ...w-^++' .
J 1, ,s
L0
40
f t j t t r I r, t
Z U,
i
cl to
r ad ( r t i~ ltJ r., - f i E ~ ~ t~ V r R I f ~ f oi., "'4., ~ r fy'
E WALE , rr, f aim ,Mm~w "wj m". owl 'm wma I-A ~~rJ' r'F N j sr < W
,4111110 56 r
may. .~sr 0
M.4 .z orb , \ ,,f
0
-41
i CD i
O'd c jI fl
r~ J ~ M yam„ t , r ~ 77 M" i~ , 1• 1 t r ~ ! ' r r"'i J A.
l! r / fr.
/ ~ f ,P 1 f A /r .l CH UNIE F 1 m ~$EE SIJEET 0 l; i i f f j f J 6i
L
zr 2e ? so 131 out IN s~ sw a +38 W
IS " 48 DRAINAGE 40 o p ~ , u t ~ u ~ h ? r ? J i l l I/ i f
C ? R 13 T i p~ °oosaoa ~ ~ i
on to Alm &Biu 4 • . d • i UGHT
88 67 68 69 ~ 50 25 0 50 100 150 ti Y". q~
SEAT. ° - - EN C &PL~~G CONSULTAI~ i do e 13 ° 26421 - NSULTANTS SNT. 61
as a 461 -10 ° 4944 PARKWAY ~HOUI"MW, SUITE 35( SCALE IN FEET •°F c~• 41 w a, SUM 350
•°,G rv CILARI.CM HDR Engineering , Inc. ; GINE•. NORTH CAROLINA 2$217 [A 28217
1 = 50 ?e # of the Carolinas ? L D , G ~e PHONE. 704-426-(00 FAQ, 704-426-6M ?i 0 r X26.4080
WJ t~aee~r~wwtirro p00N r r r r r t r ~ ~ ' www.talbertandbri9ht.com OF 14
t~ 128 S Tryon Street, Suite 1400 I Charlotte, NC 28202
- - - -

. t M _ ~ ~ M d 0
E 1 ~ , ~ , ~ ~ ~ ~ ( u. t I s d ~ ~ / r' w -c. t ~ ~ , ~ - . ~ ti....~, a ~ \ ` ~ a it i r, i ; ~ r; ; ` Ire t; ~
r ~ ! / ~ i r' w v A i 1 i 3 l r j~(~~ i ~ .r t t W 0
' , r ~ h / l i/ r / t d Q.
i. ~ ! i s ~ ~ ~ ~ 's z 1 t ~ r w jjf
~ ~ i ~ \ 4 ~ ~ t ~ a A t ~ ' 4i' ~ t i ~ t ~ i ` ~ 1 1 ~ ,Jr ` ~ ~ E ~ it b i l r ~ t ~ f ! ~ ~ JY i t f
~ ~ , - I ~ ~ ~ l r t f ~ , f ~ i r ~ i i ~ a+ , f
a fi W~~^ ~ ~ ~ ~ ~ 1 ~ t E t ~ 1 } ~ ~ ~ ,f I x f ~ I' ~ 1 rx
M.,. t e t b r t f.~
~ 1 ~ r'ie"4,.1 ~ t ~ Y y t tt , ! , t ' t t
I' l1 ~ r ~ l ~ f l \ ~ ~ j I { I t , ~ ! Z 7 I i t rif (f f Y r s 1 1 F ~ ~ ,.w'•. / . ~"'(~J r .WF... ? 3 ~ ' / ~ ~ / .
t ~ 1 ti ~ E ~ ~ ~ 1 } 1 ~ ~ ~ E ~ ~ ~ ~ < ~ ~ r
r k: ~ ` 1 1 ~ i ~ l ~ „ ~ ~ ! 1 ~ ~ ~ ~ ~ , ~ ~ i t ti , ' F ~ I t i i ~,r f t lam' ~ 4 v.?/ ~ .w. ~ ~,,,,,,,r~...+..~. ..W.J
` t t r `it 1,. t „u., y~~,,, t e ~ y ~ '4 ? ~ ~ s Ir } 1 1 / t z 1 i ~ ,,L s r ` 1 !I ? i ~ r i1 I ~ ) f 1 , F „off 1 ~ ~ ~
' j ~ 4 ~ ~ 1 7 ~ % l z, C ~ . I i A t ....M
t ~ .r~ r 4 , 4 ~ ~ } t ~ ~ ? 1 E ~XC LSI4R M TYING ~ t 1 7, wG r ~ /,r~ f/ ~ ~ ~ ~ ~ ~ i ~ tf ~ ~
e F'` ~ / ~ E ~ ~ ~ , z
~ ~ ! air ~ , f r 3 ' ? ' ! t`
' I ~ ~ I r ~ ~ . ~ i ~ i ~ ~ ~i ~ ~ ~ ~ . , . ~f
~i ~ ~ ~ ~ ' E i Pv~ ~ ~~`tin r f f ! i P , ~ jd 1 a
, ~`b- ~ f" ~ ~ ~''~3 ~ ` Eli ` `fit t. ~ i, j / ~ ~ r i E ~ ~ .7 ~ ~1 ' t ti t ~ ; ~ ~ t ~ , ~ I` ~ ~ j ~ ~ I ~ ~ I o i ~ ~ ~ i 1 ~t ~ j ~ ~ l.J,,a j' ; W
I ~ ^,.J i l ~ t l ~ i ~ ~ U~ ~ 1 ~ l / , Lij
~~7~ r ; i ~ ~d / , ~r., { f ' r ~ ~ l t 'ti ~~j I~ ~ W
t4. ~ ! t~ 1 ! ,r' i ' r / ~ ,f ~ ' TS ' If ~ 1 ~ ~ CONSTRUCTI4N;LI~i ~ ~ ~ r° ~ j
- y...''~ ,r''' r r ~ ; t. , - t t 1 d G , ! ! r y ~ ~ 1 ~ / r,F., ~ N t~ LO
_ r .._..M... ~ > ~~ti ~ J ~ ~ ` t I 3 ~ Jl ~ ~ 3 ~ ~ ~ ~ ~ ! ~ ~1 j
` t
t ~ yew"~"`,~~ { ' ~ l ~ d, r ..,I' r.a'"w ~a. r:. { fit. .s"~ 7 i . C ~ ~ ~ ! ~ ) ~ 1 ~ ; ~ , ! ti { ~ i ~ r s t i t ~ t 1 N
t ~ , ~ ` ~ ~ , ~1 ~ ~ ti i ~ ii ~ i ~ i d r r-+.
3 ? ? ,....w„„ yt i a ~ ~ Fr, ~ r ~ s t ! . , ~ r t J ~ ~ . ! i ~ ! ~ ~ ~ ~ y ,.3 y t 3 i j t ~ j f
~ ~ / ~ ~ r, , ti !i~ i ~ I ~ 4 i j ~ ~ ~ l ~ f ~ ~ .
~ J r 1 { ti s ~ ~ ~ ~ ~~i v } ~ ° i ,ter, `.,,'y, ~ # f 1 ! t ~ i ~ ! I ~ ti ~ ~ ~t 3 ~ ! i LLJ W N CL W
9,, l i , . , ~ 1, ~ N \h , , y ~ a 4a "t ~ ~ ~r; ( i r ~4 ' frd;
I i r1 ~ t r , . , ~ ; ~ ~ ~ 1 , ~ i R ~ ' a'~ ,,..m. ~ ~ ~ V ~ ' ~ ~ i ; i 3 .
{ f t 1 „ t , ~ i , i
~ / t t LLJ LLJ V)
LJJ
w, ,
_ - d CL m 0 U d
r ~ ~ \ fir', , 1 ~ y L ~ ~ 1 J ~t+,.: 1, I r. - _ w"^y.,~ : M , •Y, S R i ,sue _ ~ ...`_"^h ~ ' v~ l~ t''-. \ mow.. `'»a•.-, t l f ~,/,r l- G/ ~ , ~ , 1., ~f ~ ice'`, t j
r•,.,i ,t` t ~ ~ • ~ ~l n` , a s t ~ i ion
~ ~ ~ ; ~.ti ~
,
j ~ ~..~,wA
~ ti E . , ^~.,a ~.w r i d
u, ~ .`'t ~ + E F < fir' ~ ~ ~ ~ , r ~ ~ is \ ~ r s d I ~ ^
3
{ f r ~ f . ~77 f ~ ~ 'e_., r ~ ~
i!D n
y\ u S. "~\n ~ Yr~~' S { jt` J,..~ V ~v> .may ~ *n"... n.~,~~.~^'~~w...
- _._^-'^*w` ,e...,..-. , "^'.~v+rodM.ww,•-,'~^,~q"-"'~ 1...,r-r• "'^^¢",y _ ab. i' ~ ~ Y .Y': w1+1lvYYT!y^n'~MV`+/•a NiM +~xia'ww
~ . ~M _ ...~,.W...~ w ~..w. ..r..-.-.~. f. «_....,.....~Y u(' ~3.wKn .....ter. . -.d
R.'_ µ .....~~w. _._..._.......,._...........,..w_..«.~«. .««.~Y .».-......x w ..w ~R..,..„. w I ~'"'~..........,...r..,.w......w...-....,._......~.,-,.........,,.......--...-..._........-.....,...,,,.,,,.......,....,...,....,.._......
w ~ , yew: .,r" '^„--r rv
ti,,...~„ r t" .25,E t ~A ~ , t y < 'Am a
`i3i.dr'~ . k rte ~ ` ~ ~ `n1,y ~ , ,........._...a~ _ j =~-qsw.~.......«..,....... f .....,.w._.,.,.... -++w e:.,y„ i~-..~ ~ .,.....,.....,,.ww,,.~M.xwnm»Ghd'~'_ 7 e --~w-°...~.~*^ ; V
y . 9
ti. -.W, ^.w. 7 ` , s r 4 t ~l yh w- j(~^ ""~.u..,..~ Sl.~ir.~...w~~ ...v w. w. . 1 't i i •
r rt ` ~ V ~ I ~ i ~ ...--..-..,.~..,,...w..
ti ~ s l t ~ t
4 ~ \ 1 ~ ' 1 f ' ~ f i r i ~ ~ t Wis. ~ . } . _ ll ti r ~ w_._ • \ ;
~ i ~ ~i 1 ~ LLI
t. ~ ~ , - ~s.,~.~_..__...~..~ M.w~_._.,~~. _
t . e , w ti, . t`+ ~ ~ ~ f 4 ~ ,I , ~ a~ _ , 3 , s:. z
~...,r fi''`t _ - ~ '1 t{ ~ f t F r '~y,~ 1 NIIIIA ttc
y ~ ; ~ . _ ti~ ~ t .rJ,-„., i - ' ` t+~
-~..,.M,. y, . ~ ~ ~ ~ ~ ti 1 ~1
~ ~ i` ~ , ~ 4 ~ ~ ~ ~ ~t \ ~ ' h l v»v~...r.vrvY~.~.vw.~rw~r~wv+rrnnnvrvw 1 4 "^'`ti r `0~ ~ ~ d l; 1~1
'vim \ \ ~ t t ~ ~ y, t ` L , t ~ t
,r, 1.' ~ ~ Y ~ ~ 1st • '3' ~s f 2~ w,: _ ~4 , EXCELSI R MATT(G = 4. , r~ ~ ; , ; ` , ; ; : ~ %~f,,. ~ f t t, ~t 7~ f ~ ~ ~ ~ ~ ~ ~^j ~fi is r,'~ s ~ ? ~ ~ /r
1y 1 ! f ~ ~ ' ~ ~ ~ R ~
~ I ~ ~ ~ ~ l ~ ~ 4 i
y ;i
~ ~ ~ ~ } 'r I, ~ ~ °^t `t t i \ .q ~ J
. , } t f., , ~ \ i 1 y,~ 1 ~ p.,_. t ~ ~ 1 ~ ' ~ x ~ ~ r , 9 I ! ' ~ ~ ~
, 1 ~ ~ t " ~ j ' 3 . ~ -'„4 i } r ~
i r ~ I C:.; ?l 'fi'r' ''x `4 ~4 ~
~S ~ ~ tom., 5 - r': ~ ~ it ) ~ ~ ~`'3, ~ ~ i
i . ~ ,
`h `t'1
OOOIOPP- `t
l
n
f VA' L;j
LAW
Q C) Z
I ;3
F, i ` a ? !r u
z 5
r• e p I
ra
l an l ,~f { Cl)
- z
C &
w ~ s X t~y ~S V)
Z=} Q
I5 ai ANN& Son rm r- r- k f
WTCH f e 140 ,,,onrr.T 62 QF
t t d. o
~i
30
f! A" 29 30 31 t~ 33 34 W 30 w
88 46 DRAINAGE 48 ti~1ofJ0111418 % i I I i 1! f t~
•xau^:wwaci AR , T) T3
49 60 62 6~6 47 48 GI 4 .U.GHT
as 67 66 Go 5a 0 50 100 150 p a Q 25 fe + _ ; 4 SEAL r .
4 e + Y M = = ENGWEE 0 MCP G CONSULTA 13 26421 )NSULTANTS S HT. 60
83 494~4 PARKWAY PLAZA BOUIC,EVARD, SIUITE 3~ -10 SCALE IN FEET ,'7 .•F tt, (Dy S= 350
HIDR Engineering, inc. CHARLOITI~ NORTHCARgLiNA 28217 NA 28217
1 =50' « '9 of the Carolinas + . « C G C PHONE.[phone]'!0AK.704-42i•6M D A. • - k 426-M
«Ut1t111itljl~ ,1 ~ f l r r ii i ti~ 1 OF 140 n
Streetf Suite 1400 1 Charlottef NC 28202 www.talbertandbright.com 28 S Tryon
-

1 ` y ~ ~ ~
~a , ~ ~ ~ ~ ~ ~ . t, 4 t , ~ ~ w ~ ~ ~ ~
u,F ; ~ \ ~ 0 t ~ ~ 1 t , t ~ V , . W d
~ ~ r ~ f ~ ~ ~ ~ s
\ s ~ ` \ ~ ~ ~ f
\ ~ ~ ~ A. 1 ~ jJjjJ r ~ t ''h\ r
, ~ M,; ``t ~ ~ f t i 1 ~ A ~
y 1. `'ti 0 ~ ~ ~ ~ ~ ! i ~ E + ~ s ' = °'ti ^~Arc, 'e "1 e, ~ ~ r f'' t 4 1 ~ i, ~r q ~ F , s 1 ~ ~ ~ ,
" • , \ , i 4
~ ~4 t ( 1 + i ~ '~s; ~ i E '1y ~ ~ t ~ ~ ~ 1 a ~ ~ I 1 ~ ~ f i 1 ( , ~ ~ ~i ~ ~ s' r'`C ` ~ ; , ~ ; ~ ~ , ~ ~ ~ ~ ~a t kj}, } U)
~,`e ~t i 1 ~ 1 1 ~ , ,a ~.~ti.. •v z
,T ` ~ ~ ~ } f ~ t~ ; i l r y~ I i ~ f'' ~ ~ ~ `ti ~ ~ 'y ~ " 1 ~ ~ 1 ~ ~ .t, i 0
~s t f ~ , l t 1 i ~ ~ / 7~ f . , 1 } U
~f, V t ~ # i ~ ~ ' l \ ~
v s ~ 1 ~ , 01, H
r ~ ~ ~ EXCELSIOR MATTING r
' r i ' ~ y ~ r. , ~ - ,'r', , r ~ ~ ~ t ~ ~ ~ ~ o y,
r~ ~ ' ~ r rr r ~ ~ .'r. f " ~ `v ,4 ,rte ~ RJR"" r ~1. ''y \ y LL-
? ~ ~ ' ~ ~ - o
,I , / w S,. 7 ~ ,r / + j ,,t j ~ f„~ ! ? ui.
vr,. w,,, i nr~ ~ ,fl s 1 .r .r / r y
/ ~ r / ! j ~ l A\• 'x` .
1 ~ "i..~ ~ ~ t / t j / J , r ~ ~ ~ \ 'hy \y ~ ~ J~'' two
! k N ~ `d- tC3
/ 1
~ f , ~ _ 1,yv , y -~co~-STR~cT~oN~~TS ~ ,nor 1~~ ~~y N ~
,.~-w-., +r.,~ ~ ! i ! ~ ~ '"'yr. ~rM.- \ •,y...` '^~r ,y ~ "i 1 ~ ~ E 1 ~f f f t r i 1 d CN7
t ~ ~4 Z t ~ f ~ w y •
6 may,. " ~ ~ _..,.r^,a p"'
ifs' ,.,i." Lf ~ 'ty ~ } r I ^~r` . `way. h ' !,j'R w w N w ct 0- N ca
~ 1 r' , A
" ~ l' ,gyp ,-'t 1 ~ ~ ~ r 1` c ~ ~ ~ r 1 i ` } 7 f if t ~ ( / '.~y E f i \ ° a. \ ~ • a' :q i n f ~'y Via:' *~r,~' ' '"~e
~ / ~ ~ ~ "s ti ~ 7 r , 1 C. .t .,,,~,ti. , 1 / 1 ~ x , ~ ~ ~ a r T. .r \r~ ~ f i ~ f..r a,r. \ w m w
l y r rw ~ ~ U , ' ~ ,Y : ~ , ~ a ua w w to C) 0
f rr f/` /'r! j ~ I fit, s 1. \.l1'1,,~\.. lj r i i t i y w
/ % I i < ~
r ~ i ~ r + r ~ r ~ .n.
~ ! ,,/-y',r"'`+,r'~ ~ f r' ~ ,fit , ~ \ 1
~ f r " ~ ~ , ~ , s " ~ ~ . ~ ' v~.
,rd-'' ~ / 1 L ~ , ~ ~ t A I ~r~ s ~ ~ ~ ~ 4
f f ~ 1 ~ , ~ I / 1 l { ' ~ f , ' ~ v rr / r~ ! ~ ! ~ ~ ~ ~ ~ '
jj s ~ f ~
~ t ~ ~ t r r ~ . , a ° ~ - I .l ' "`r' .....,..e'' ..i.,.. /f f~ Yr s P ~ d y ~ ~ ti. I ~
.,r' ~ i ~ ~ . v ,r / , ~ . ~ ~ r l ~ ~ ' ~ ` °r
tL , ,f ~ r ~ , 9 t . f ~ ~ my w~. \
~ ~ r'~ r ~ ~ d , f ~ I ~ . ti f ~ ~ ~ , . a / _r ~ ~ / , ~ i ~ ~ ~ ~ ; e'" f , ~ ..''fir ~ .,..eW^"~... ~Y f t y~.
d r . ~ ~ r ~ s r` ~ A ~ 1 `y ms's CL
~ ~ ~ t 1 , ' , , 1 , ~ 1 ~ ~ "ti ~ 5S f . 't'~ i t 1, .y
" ~ ~ v ~..1 ~ ~ ~ ~ r r ~ ~ i f ~ ti ~ t f l ""e ti ,
/ ~ ~ r i ~ / ~ ~ ~ ~ ~ . , '^y ~•y ~,?~r; ~ f r, . mow"' e`"^ , , /'T ` • ! ;1 ,t `'"f'`" ~ ~ r' ~ 'ice, ``~N r" 4 ? r / '."""".fit k ?r''~ A f'. ^y.,y y " ~ ,•'~'ti`.,, - , y V
rte.., ~ 1 ~ + f r f ti.1 I' rr' ~y` ~4, ~ 'rti ` •,~r Am lk
~ ` r t i \ i' r ~ ~ ~ ~ r,/ r ti f / 'tit , .ti , ~ „/"'N .r' r t b { ytie F / , t r j i J ;v'~ '~'ti~ +~~+y~ ~ ~~4. z
a" ~ ~ ! ~ ~ ! ) ~r i' j I i~ ~ i' ~ '~ti \ \ ~ ~ ~;ti tit , ~ ,
/ / 1 1 ~ ' f t, 4 r ~ ~ 1 i ~ , 4``.ti~ ( ~ f ~ ,r• f i ~ ~ I ~ ~ ' 4 w, r.
ti ~ ~ ~ ~ e ~ \ ~ t` ~ r ,r' rj y/~"; ` t i ` y, ! `w v.. 3 ~,`'°y `n ~ ~ \ ~ \ y y / I w ""`~„r;., , ~,fi ~ d/' •Y "~a., y l( '"*.ti i
• / ~ r f f r O 1 ,f t ,,e" ~ , R tit , yV ~"`ti"° 1`y4, .„''''.~y t i r~~ 1 f~ ~ `r ,Yr,~ j.. d~ ) ;°f~ \ ~ ``4"~ ~
F 1 F ~ ,r sir; rJ?~` r"' ~ ~ '~'i ~ ~y' 1 a' .,j%/ C~ r5.2. { t ~ `'4, "y "'`•y i ~ / s f
t ~ F. 6 r `"b ~.nf • `~'y y4 ~ ~ ~ 1 r r., I tf' { `h.. ~`yy4 ~ ~ i i
~ E~ ~ ~ n~ \ 'y 71 ~ / dt / r rl 1 p ) ~ ~ ~adJi . r , j 1
i
~ ::':mow f ! _ , ~ ~ t / t ,ry
,ter' ~ 1 ,i ,n ,,d • \ , ! .r'' 4 ~ i' .~a,'J\ r ' ~ . M. " ,Fr „r" j a.. , i 1 r l t f ~1 1 t ~ Z
/ :1''/ 1 ry'~~ ~ / a 0..,~ r"' \ ~~~~s ~ d r ./r ~ . It ? Y'f }~t ~ t ~ ~ # ~ f ~ ~ •ti l,Y ~ ^ `4 y, ~ "r r` / f f~ r t' / 'a ~d a ~ \ y. y s ~ ~
,yl ii 7 ' ~y ~ t f 1 r ~ 5 f l' j / t i' ~ 4 ~ 1 S' f - ~ t N..F G f j 1
~ , 'y 's y ' ! ~ r r
4 ( ~ u`~, 4 ~ \ '~=r: ~ r~ ,'fir , ~,i'' S' ; 1 j i ~ 'y~
5 i ` t 1o- ~ ~ l ~ \ t ! 'r ` \
t , t , ~ r i ~ ! ~ .r'
r ~ ~ f
} / ~ ~ I ~ ~ ,rte ,{j1 t ~ f i I / 1 ,F 4 ~ ! ~ r ! ! f . j(I l v. . V ~ { r ~ / J ~ ~ s ~ ~ f f' .r J ~ fS ~y~ y A.~ i it ~ ~ ~ ..t' 1 ui
~ ~ ~ • ~ f; i ~ fit. ~ ~~'`n, # ,r pf f r j ~ a~/J r ; ~ ~ S ` !f a ,.4 ~ r , i r,~ r,~° ~ ~ r' ~ I t 4 ``t\ y. 7ut
r
/ ~ 3 / 11 i / ) S 1 rr-. N y f _~,1 9 a ~ '~la < ~xINMKl.A. 1 ? ! /
f ~ : r tip. rf . 0
rr.r ' .fir .w-..~•~• rr jJ rr 1 / ` /f / P I C / 41 e~ - S~ f t Lo
1 / d ~ / /mar / r~ r''~ ; ~ I { t
6 s,
"^'M °y\ J'' f,! A • ,yA r? „V~ ~,J~ i l 1 j ~ J !r /
f,¢ i y~ ~ ,,r~ "r ! ~ f ~ .T..,~ l ~t r ; r tt ~ j j ,r f r % s h y / now V) r 90
1 ~ f ~ ter' / r l / ~ / f r. ~ f~,`' "y\ p'° 4 ~ ,~•„,,..~"`~,.:.r y,,•"'' °'..^',,,r'JMI ,r` ,.-.-•'"'r f ~ f /J / / ,j J~ i ,f,:.,.,~. M { ' i ~ _..w m-.....,.,... w,r,,,,.-^ r ..~-•w '~M` r ~ f j' E f 1 j ( C ,"/r }
~ ~,,f r rf G+r' .rr` ..m.M•,. ~ --w.«.,..'" -„'"",w~ , A..r' i f ~ E 1 ~ j / ' j a.,l~w j Ii ~ ~C., ~ ~i ~ d ~ ....mow-"" ' Y r I f` j ~ r ~ Z, .1 C
/ :'%^":7~ ? ~ s .fir 4, ~ t ~ ` ~ . ! .l Ila.
~ ~ w ?r, . y' W, „ gf~,r:,.nM f ~ f r"~i \,J ! l• t W
4. / r _ ° /r r } 1 /S f t
1
,,r~. ,r' F ~~i ` ~}1 ~ ~ , Y sr ~r I • I f {~1~ f~ .r /Ar
4 ~s.• \ ,r r w
r " :r' r / j 1 ~ l" r r ~ .s' ,•.''"r ~ r,M „s ./''i
y ~ _r { ' t ~ J r~d~ / ,l r • r,,r-,~•'' jr;"o.,,,r^ ~ ri i J':` j C m
~~'ti ~,1 J Yr f ~ }f l '11 ti r \......_i'4°"•~'^s.`-~°.• f,,.i''y /,r'~F : _ / r t '~y
r= ~ Yom,... { ~sue- / 1 2'!. t"1_ i ti `til , S;:i• \ '~S„ t 1 i` j/ ,J° r i f/
L.Li % 1 ~i"y f r f f f
t .~•a ras"1" ./'.r'' ~ 1 .r"~-r ..!e .r'' ~ ,..,w^'"`~ \ ~ .r., J . T^' / r , rr ~"1°mr~„ ....,so•' ~ " ''t ( ~ / it . It 1 ,1'
27 W LV so 31 32 W 34 so 38 38
DRAINAGE W
37 4s 48 40op"11118t
4 ' DT Orr"
7 47 149 62 A SS 15JLXLG a LXL(jH
68 ~ ~e 81 50 100 150 • ?o y?~ 50 25 a g a , a m • a SEAL E- . UL
w a • a~i • - • - ENGINEERING & PLANNNO WNSULT1 14613 - 26421 - ONSUTAIM SHT. 59
e° 4944 PARKWAY PLAM BOUIMAM,SUM' SCALE IN FEET ••F r . . M, S=350
t • G • ~ • NpR Engineering, Inc. C&ARLCM NORTH CAR.4I,xNA 28217 24A 28217
1 =50" of the Carolinas . b G C PHONE 704.42,6-6074 FAX. 70+426-M ' rf X* / k E . M-426-!#30
ll~1iW + ~ s t t ~ www.tolbertondbri9ht.com t ti OF 140 am
,a 128 s Tryon TALBEXX I & Street, Suite 1400 I Charlotte, NC 28202 mill - - - -

y ~ ; ""^^,w.,. f f ~ . ~ ^'f rr t . ,.?'f f' .r" .r'"f,~/'^~°.~R w""7.. r.. y^-...,....w/ ~
? 3 v....,.. ' ? .F°` ar' ~ i 4 ,T, f,r^` f if ~ r i .,_w. ~,..,,.~a,.,.. ~y ^`w. F. ~ r .y~4 ,ter'" 1..~ :n w ~ ; 9 , .i~Y, t`
r r
/ l ?"r" 'y ''r °"W-.. ~ ' w / 3' , ~ ~ t 4 f" r'' r' „r ..r' l+,t ~ ~ ~ t 0 /f^ ~ ~ "n, , ~ ~ 4 1 f' ,Y s/ , I SS
° ..r' jr,''' p,r ~~r"' > .r' ~~j .rye,.. ,r _ - 1 i
f rr . / ~
' / 4
J { J~ / ,~Jr f ~ ~ ~ `
~ / 1 ~ ItI ~r y/ l i Z
r~ f / ' f r fV.Y S i ? r
r ,y~ I ~t~ v~ f; ""i !
,r` i/r Z
~ w''y O ~ CO
r h- U
CK

r, ~,~..1~..
/
t
,~...w~.....,.: ` F rv,i r L~
r nrrrwwr t W
/ h 1 Q J
y }
~
r / r ,r / ~.wC..r.. r ~ t ~ 1 i Y^ ~ ~ ' 1 i ~ , N th ef' tf~
/ /t ~+f i' ~ v I t ~ I 1Y ~ ~h t '`~i ~¦a , .rrr~nrr
~ f ~ ~ r F) 4
i ! ~ „ ~
T w ~ ti l ~ 11 ~ ~ ~ r ~y ~ ` C} to
K' ~ i' ~ ~ !i r ~ ~ '`I ~ ~ ~ I ~ 1, CO STRUC~'ION MITS E ~ ~ x f ~ f ~1 ~ ~ '
'f~ E ~ f + ~ ~ jj 7 t 1 4 S w ~y 4 1 f f T ~ , ~ j 4-- Q W t'
` t ' Z t } r j 1
I~~~, / r P r f 1.1 ~ ~ ~ r l~ I ~f I ~ ~~t r ~l / ~f f ~ ~ ~S ~ ~ V E I 't 1'~ ~ i ~ y 1
1 t f ~ r t ! `'1 ~ ~i f. i 1 ( i q3 i i ~ JJ f t~ ~ i / 1r 3
t I W D
1 / „+r r ~~r" f ~ ~ t ri .PJ p/°+,+ ,.,q S ~ tit \ . ~'°'ti 'Y r/ r r /6}J" `r t ~ ~ ,E i` / ' ,r`' / `~r ~ ~ f ~......a~.~ w, ~ 1 t ~ / ~ ' r . 1 ",4 r , r t1a F- F- Y U) W Q C)
/ J ~ /~V ~.4~,,, '~"w ~ ip` / '4 p.~~r 1'~,~ •~h~., y '1 J i~ . r% f r ~f t r ~ ~ r~ f~ ~ p C) UJ
i 4 . i ~ 1 t i r p' 1- i~ ,S. ~ ti,, ~ 1 / f f / a i .l: << ~ i~ ,r J ~ / { ~ i ,f'/
~f,I~ ~ rr ~ f o n m 0 U d
~ r
j ~ r
~ ~ ~ 4 ~ r r I ~ jJ ~ ~ ~ . r'' ~ j M1 h,~ , ,h z ~ ~ 1 i
r ~ ~ ~ ~ ~r . ,,r ~ ~ s,,. ~ ~ ~ , It h4. 1~`• 1 7 ; ~ t 'w, ~ u
t ~ ~ ~ W4, IA
A'"~ `J/ .-•^-n"^ Y i + 4 ul., . , ..!'fir: n..iT. n,~ i ~ ~ 1 `'i; w~,. ` ~ ~ r%"' i r° \ ~ ~ ~ t ''t j r.. rrb r / Y j f CO 0 TL
~ . ~a ° ~ ~ ~ »~,w `w, 1 ~ ~ J, ~ t ~ ~ .,ww ~ w, 1
,r ,,r•^ i `~h i ~ ~ ti ~ ~ r ,,r' h
.ter .,.M., / ,r .i' ~ ~ ~ i~ ~ ~~~M,F- I t f ; r ° r'` rr'g,..r^° f ,r Y",.-•- .y f / r i ~ 1 f .r j ~ ~ ~ r ~ l 0
t ( / ti w~ , , 1 - / ~ ~ ti ~ ! ~ \ \ ~ ~w` t ( ! f 1
,r'' ~ ~ ~ ~ 9 r P ~,i i ~ \ ~ f t i r' r.,
~ r ~ ,.r '4y, `'l/' ~ ~ f,. / ~ j~. • ~
,,r / . l/ ~ j ' l \ ~ I t
~ .r~- ; rr r``f j 'G i ~ t ~ r', ti
i ' ..M"1 ~ ` l ~ `L ~ n ~ \ w1 ,fir` / i rr / rr ~ y f
r r r'"
~i ' / J ; j~ / / 1 ~ ~ ~ ~ f i ~ ...r'" / Jig sF ~,~1'`z ~ X , t .,rte', mom
1 r '1 ti r'` ,r'f~ ~ ? J r _ .
~ f ° ~ / ~ ~ ;rr ~ t
~ 1~
f~r^~ l fr ~ jp{ ' k .;7 1 " ?^~°..s..v ~ ~ ~ ~r ? Y^"r ~ ~ 1 4 i ~ f n~4 ski F f r ? ` ~
if / / ~ ~ r ` t'" 1 ~ l } ,/`l 1 's~~wy ...mow'" / ' W
i ~ ~ / ~ r ~ t r t a x.11 ~ r/ \ 'Qa w tY J/ /f
i/ ~ ~ j ~ . is f , t i ~ e ~ ~ r "`w ,1 s ~ ~'t~. ~ ;
1 1 r d ~ ~ I ! t r ~ r / I ' J v,~ I ~
t ~ ~ , ~ ~ i ~ ~ , ~ I~
~ i / 11 Jr i.~ ~ f `i~~ ! ~ r f F,. ~i i ! $ ~ >t , r r s . a y ti ~ y...- r it ~ ~ a • ~ r~
r'? i 1 ~ ' l , _ ~ ~ f~. 1 i l J f" f ' f ~ , w^tv,v~rr~nvx„ ((++jj J ~ r"` tp V ~ f. i / / i ffr J ru`. ~b~~F r. 1. Y ~ r , t J t ~ ''bee, r1 ~ / M'd ~ i i i -''i i
i ( ? J ~ 1 ~ ~ t i ~ ~ 1" ~ ! n ~ (t / s' /.~'t / ~}r /f p~rt %
~ I r ) ~ ~ w i e
t F ~r ~ t { 4 ~ r ~ r r / (r I j .''r fJ) r/ ,1 f ~ ~ f`
.f 4 ~ f' 1 1. . ~ t M r r
e 1 ~ 'r~F r r t tf / t, j ~ / 1,-,i ~ ~ r M. ~ ~ti..,~ `w.. w'• ~ ~ /
1 . f s; 1 "y i r"" / ~ l / ~i.7a ~ ~ t , .r~) s w fG w i -h., t
~ ~e 4' ~ f.. i• ~ i w ~ e < ,rv.,^ ' 1 i fA~
! ~ ~z~ ~ ~ ~ q ~ t ~ / ~ 1 4( k. ; A.4.
I df / y S I F ` ~ , : r` f ~ ~ r ~ ~ l F r ~ t: 1 { 1 ~ I 1 ~ ~ p}~ ~ ~ 1 i `f `f x
~ i ~
I' ~ ~ E d s.•, ~ ! ~ . ,r', r ` it ~ w ~ r~, ~r / f i t ff /
" X.. 1 " `',a f y F T f 1: '40
l k° r,
x - Q LL. <
? W. ~l ! 1 ( (t .1 i , o
vl~
1 O s r r Ira, r r r 1 1 1 it
I
z W
C3
r gn r a ,J f .f / ~ / ~E t Ifs ,'`elrf /F?r e~'F ' j~
\ ?,r / j',r is/f r~ / O LLJ
\ ~ .ry , ,..r ! ter!"lF J'',.`` .r•/~/ ','f~ .?'~'r r'/' / /
F
~C Lo
i r` 1 E F x "I a 0
` F ui
} k \ ,}"S. f 1 ! / P' t f .<f r r r~/ sf ,r'f / ~1 r"'. ,r'r
2 T39-1 30 ail 32 W 34 35 38 37 IWKC z
LLJ
48 DRAINAGE v+e++ur?/r I fit 46 ®®+v Bret U-
mcea C +s Dr1r
47 1410 60 K 53 r1l ISO TALBE BRI%Jr G- H-- T-
61 ~ 69 81 66 50 25 0 50 100 150 • . o ti 2
SEAL _ = ENOMMMO &P G CONSULTAr • 14613 w - 26421 NSULTAWS SNT. 58
p • e _ -o • _ SCALE IN FEET 4944 PARKWAY PLAZA BOULEVARD, SUITE 35( ;F =y ~ ; ; SCJT"1'E 350
~p~. <v . Ht9R I e Pr ! Engineering, Inc. ~ GI ti . ' i N • . ~ , ULARLMTFI, NORTH CAROLINA 28217 99 I~ / •rrserr ~ ~ ~ ~ CA 28217
1 =50) of the Carolinas tp G c PHONE. 70"26-4070 FAQ, 70"26-M A. ? k E irk mrm 42b-b080
xt?~~taaee++ q f r r i i 1 g OF 140
128 S Tryon Street, Suite 1400 I Charlotte, NC 28202 www.taibertandbri ht.cam - -
- - - - -

t ~ f,.
~ ~ ~ a ~ ~ ~ ~ e ~ Y j t n~.... , f r ` '7 r / / ~ ~ .t ~ ~ r ~ - ~ 2 •..M,. ~ ~ ' 4', f
. ~ I. - t ~ ~ t 2 i ~ o `0 ^ti~^ ~ n, ~ 9 r® n % k y ; , ~ tf3
i r ~ r c i4 1 d IIMMMII t { ` a Ail 5 t i n s 1 y -"r ~.F l ~
Y l ~ 3 F i S ~ ~ s t 'ti t. ~ a~ ~ t 1 1 ~ , „ ~ ~,ry.. •s r r, ~ ~ ~ t, : . ~ r ~ f . r f - , A t} i i ~ ~ yr f , f i ,i - - t ~ , L e.
,w f ; r ,w .w t v, ti ~ 1 z
r } y ^ ~ r w,,.,,^" „ ' -s , v p , ~ ~ ~ i 1 - ~ . - - h ~ i
~ ~ `4~ ~ ~ k - AF'PR I MUCKI l q ! ' ~ t ' E ~ < r _ r i
, u ~ , 1 e ^ ^ ~ ' ~ ~ ~ ~ l 1 ~ ~ ~ i ~ ~ i i i ~ ,
~ ~ y ~ y - 4 < s ' r.r - ( 1 . 1 ~ 1
i ~ 1 1 ~ t r, St `2 t ~ , ~ F 7 t t y
~ i l , ~4 t ~ { k f ~ -S j ' i ~ 1 ; r4.... 1 - ~ , r , ~ . ` z
> _ 1 ! , " ,i_ t } r } ' t r ..«...nn *w O z _ _.._..'.V) o
l 1 % ^ ~ v 1 ~ S \ ~ ~ ~ ~ ~ r ( i - ~ _ - U
{ \ ~ ~ ? - , r l ~ . t)G
~ ~ Ar. ! ~ ^ t i t ~ ; ~ ~ ` O.
's. ; ~ d r ti t ~ t ~ ~ t `
f. ~ ~ ~ ~ ~ ~ f ~ i 1 ` ~ ' ~ ~ i i 1 ~ I ` ~ : ~ . .
Y 5 3 91 ~ 1~ t r ~ , , P ~ _ W
~ 4 ~ ~ l s t ~ f f ~ r 4: z ~ .r - ~ ~ , ~ f ~ ~ ?
' ~ 4 ~ ~ ~ ~ ~ ~ ~ 1 , ~ 3 ~ ; y„ , ~ ~ 1 ~ k. . , r V)
~ - ~ ~ ~ ~ ~ 1 t , r~ " ~ ~ ~ ,ti ~ ; / ~ e ~ ~ s , > ' ~ ~ r 3, ~ i , , ~ t ,.,,..W , , _ J
~ ~ ~ 7 ~ ~ ~ ~ ~ t ~ ~ ' , ~ ' ' yr L ~ ~ I r ~
' ! `ti ~ 1 ry r. ~ ~ i ~ ~ , ~ t W
~ ~ ~ r~ x ~ ~ ~ r , ° ~ ~ ~ ~ ~ i i° . \ ` y "r ~ / ~ ` ~ ? i
€ ? " ti } ` I - t. ~ r ~ i y ~ t ~ a i N t~ LO
r ~ ~ ~ ' I ~ f i ~ ~ ~ ~ r 'i ~ v i ~ r'r ~ r" t r 1 . t , F
a ( , ~ ~ I ; r r r . ~ / t r . - ~ ~ : + ~ t
1 ~ ' j ......y'' t~ ~ ~ f i r 3 a . , e 7 i a ~ p w u I~ ~ ~ r t i i; i / N (t) O' O
~ t ' r' ~ ~ ~ ~v.ww l i i~ I ~ w , 1 ~ ~ ~ / r ~ 'f~ N LO O
r' J ~r~ t 1 j r - , y t r if I' ~ r ~ ; , < P f _..,r e ~ y , \ d°
~r ! ,rF ~ .r"" ~ r` j ~ i ~ td y v „ . r O in v) U W W (N CL Q W
! ~ f r''~J~ / 'J r { ~ 1 f r d... r p w ~ ' 1 r / J, Gt GL N ~ Gl
l r~ i~.;s , 1 I L ~ 7 ~ ~ 1 ~ \ t, , i r ~ ~ ~i Y i,%... ~ , ' e v it ~
~ e r~ ~ 1 ` } r ~ ...n..~ ~ " ~ ~„r ~ .v . ~ ~ ' r .r' M i i i i a ~ rv ~ f r' i ~ i ' t r .n' z 0 m 0 W z > D L.Li
a` / i } ' ' ~ . i ~ ~ : ~ n..... n ~ r ~ t.; I r f , / ~ i _ G _ ten, ~ p m © V)
r` J~,,r t ~ ~ i rl f d 4 ~ P ,,F ~ 'y ~ i ~ i ~ ' } . , ~ , ~ f ..r,..,. O P W U U W V) ,..z
" ~ , r ~ _ .y-.,-.~ ....u. ate. . . . U W
f' i w i . ~ , `,1 f t 1 ~ ~ ,r .-,...,.,i i ~ i ~ w, P.
. ~ r r r ~ t ~ ~ r ~ , l ,..,y r r . J .-w `
t ' ~a r t ~ E _,.e,_. w ~ n..,, _ , 4
~ a ! , t ~ - , w '4 , ~ ~ I ~ 1 °a~~ , ~ ^ p t ~ ~ ; ~ / r~ i ~ i' ~ ~ ~r k~-^ ~ d i.. ` , J . ~ ~ ;i
s , S ..F, wr, s 1 , - , , r ; f ~ r i r ' ~ N. e ~ t . r l,~ ,
f J r S E rt 1 f yi. ~'ti.....n l ,n, nii¢ j S 1 t r f f : f., f ~ , l J ~ j r
t ) 1 ~t`~ v.r w. 1 l/? ~ r, r' _ f ~ _ i , r i ~ . ~ , : ~ f r f
~ ~ ~ ~ ~ ~ ~ s rr' . L 1 j ~ ^}n,. v ~ d i t ......,.,nv. ~ t .y ~ ~ ''t. .M1, , ~ S l ~ e ~ r r s.y f 's z' ~ ,r ' r rel.` - a r . r \ ~ j -
r ~ r i r , J 1.: r• l ~ , y~ ~ , i" _r
91 ~ ~ ,r r , , . G ~ ~ ~ ^ s ~r r ~ ~ ~ .
1 1 4 4 ~ r. ; / , n ~l ~ s ~ 3 - i f ? ,r , ` r , , w f
ti ~ t 4 G 1 f ~ t i 0 ~ ~ 3 - ~ A.. > ; o ~ r e'' ~t
i , i i y f + ~ ~ i ~ r' i / tlC'i oc
~ ti ~ i ~ t k~_, ' r _ - . ~ ~ i f ~ ~,r F
^ ( ) # ~ ~ e 1` l~ ~ r~ a ~ r d r r' - P ~ •e ,
~,1 ~ ~ ~ { f i' f. `ti I / , rfi r, s ;t G~ 7 f,' , T ~ ti J ~ , ~ ~ „w, . r r'/ ` ~ , ~ ,
' / ! sin=
~ i y S, I q t f r' ~ ~ I' ~ ~ r/ f d y , f ~ r ~ r _ r Am a
y, > ~ ~ ~ r ~ ~ ~ ( / f f r f,, c 1, i,. i r .r o
~ ~ ~ ~ 1 f r° > r` ~ 1 r . i , ~ ~C . co
ti. 9 r I ) t f ~ ^ t ~ ' f i i ! ' ~ ' r t ( ~ ! ' ~ ~ a ~ ~ - 1 ' J P fi ,
a , r1 A ~t ~ l Y ~ ~l ~ t i
i i ; f ~ ~ ; i y r ( t F ~ ~ , ~ ~ s ~ ~ ~ ti j r { t p~,.i ~ / r ~ , ~ F ~ . ! I . : .r r ~ ~ _ CO) 0- 1 z
r r ~ ..s ~ 1 t 5 ' ~ ~r ! , p, - , r f1 r r ~ j ~ rr + LAJ
~ r , i / 1,Y,3 I E , l.' ~ - ~ ~ , ~ i I j i ~ t M
,r } , r ` ; c 1 r ~h. ( ~ - ` r t i ' l 1 ~ ~ ` i ~
, M t ~ ~ e ~ ~ ~ ~
r ~ ~ : V i ~ k a' { , v - ~ , r , ,.~-r,.... , t j ~ ; y ~ ~ P fj. r~z ~ ~ ~ ~ ~ '
,,r ~ f r , ~ ` ~ ~ ~ r` E, ~ ; r`~
,r, , -~.c.. 9~1' .~4 r ~ ; , ~ a i ~ ~ 1 i ~ r
tt ' ~ ~ ~ ~ ~ \ o, I ~ ~ f ~ . .r+ ,F
4 ^ . ....r~ i _ i . , N yl. _ 1 ~ a ~ i ~ ~ ,r , f ' ~ P
l e r,, :.i - , ` ~ > r ~ ~ ~ ~ ~ r ~ ~ _ , ~ s,
f , , : ; i „
^ w s r ~ . .v " r ~I11~ "'„'!ran / f ~ '~""'^'n` Rc t `J r , t r' r ~
~ " ~C! `fie "rw. " ~ ~ , ' _ ? i ~ . , . ~ ~ t : ~ ~ , , . ' r ~ , ~ I
~ : ~ ,a r . ~ , r ~ I 7 r r '
r ~ r' ! a f• i l r, i
t ~ < ` J ~
i r'" W
~ , ~ ^,.U G ~ ~ i r' _ ~ V ~ .r. - Wirer . ~ r ~ - ~ ? P r` , . , ~ r , i . ~ .1
~ ; + 9 c ~ ` ~ , . ~ ~ , ~ r ~ ~ ~ ~ EE . ,N. j i' 1 ~ / ~ ; r , ~ I % ~ , r`~ 3'
1 " t ,
a e i ,
u, r ^ t , , r 9 f ' r J ,
/ i Y r. _M w i a .
+ i , r ' i F
, , Y' f , i Z LL U
t , i r ~ J j sr
111 ; r
, , , \ y f I. , + d' j Z
~•"'"r J 1 J ~ t ~ ~ `v , 1. : ~ r 1 ~ ; % / ! r ~ . ^v ft
r y . 4 , i i i . i
, r , , , t 1 ~ ~ ~ r
t ~ F , v i
, S s 9
t' t { 1 ( fi r
, • ~ 444 11
tt X' ~ 1 : Q
Y q i 4 f " r
t / % i , r ; v/ N o
o
, M w
• ( ~ 1. ? ~ . / ~ , r' I , , Q
27 28 20 30 3 32 as 34 35 z
DRAINAGE LLI
48 gg'gg1/111110o1Bj, 1`~11111i ifll 48 Iowa 1®ge ~rs @ `NT
47 60 61 las BAIA 66 ®e ? f j r T)TI Off' • ? t~ i ? r r
TALBE 50 25 0 50 100 150 o ti ; :Q uuri J.
6 - ~ r L _ ; ca, SAL r . _ E
88 ENOMEMNO &P G WNSCUTA1~ 13 - NSULTA~ M S HT. 57
Y SCALE IN FEET • 46 a - 26421 4944 PAP "AY PLAZA BOLU 'AW, SUM 35( ;F q,.., ; y . t~, G 4r HpR Engineering, Inc. - . GiN~ . ° ? NORTH CAROLINA 28217 CELARLCMM SUM 350 CA 2821?
g / ' • . 1 50 of the Carolinas E rr EfJ C PHONE: [phone] FAX. [phone]M OF 140
f; I~',A11p111111 to d r(
I . 02 www.talbertandbright.com l 128 S Tryon Street Suite 1400 Charlatte NC 282 l
- -
_ - - -

~ n ; ~ ~ t ~ ' ,t' ~ , / ' r
w , t , . . r ~ ~ a ti !1 t to
~r i ~ ~ ~ O LLJ
i R e t ~ t t.~: / ~ i ~ . , D C.a
5t ;4 ~ t } r i 44 r ti < ~ , ;
' ~ ~ ~ ~ s > ,r
i s i i ~ ,w V f r 6 3 ~F 9 r.
C , t t .w , ~ ~ ~t ~'*w. S ~~'1 ~ ~ r:; ! '
t. ti i ' r
,T l ~ ~ ~ t I ~ f i s, ~ t ~ i \ t ~ ~ r'' f ~ 1.
i~~ } l 1~ ` S ±4. t i J y ~ U
~ { 4 ~ 7 t 1 4 ` ' ? ~ !`r w ~ Z Z
~tx 1~ r} . 111 t ~ t \1 I3,~ 4 i ` Q O
14 ; ; ~ 1 ~a s ~ i~. yak ~ f L> U
Y.i 1'c~ ~ x 1'y t 't s ~ ~ d t S r ty- LY_
t ~ ~ i At~ t A~, ~ 4 A s ~ ~ ' t ~ ~ `~"1 o t ~ E l i b t` ` ~ t f ~ ~ y ~ ~ ~ ~ F--
i ~ s ~ r r ` 1 V f 1 ~ i ~ z CO
~ ~ ~ ~ ~1~~t ~ q i f? ~ i } f e ~ T e, . - i i r~ r; ~ ~ r ~ ~ r U
' j ~ s ~ ~1. ~ J is ~.j ~ i j ~'~.,i f 3 r r . CC 0
x ~ t t ~ ~ i 1 ~ , LL.
l s ~ Z, 1 tl ~ y~ t t t I ,1 ~ ~ ~ ~ 1 ~ 1 r~..3 ` , ti ,o W
4 1 1 _ :1 4 y. _ S4 l k' ~ 'tom Ke. r^i ~ a' ~ ' K•.,. 1 ~ ~ ;;,s' r''.• V)
~ t j t \ ~ iP t ~ 4 ! .i } ~ ~ ~ • ~ .I 'e ! ) ~ n < i i y'. x~` ~ W
5 ~ 't n. } j ,7r - 1 - 1 (j ~ . ~ ` 1 r ; { i t i 7 r ~ ~ r i 1 s, ' W
S ~,.u i f ~i t ~t4 i ~ 1 ~ i 1 ~ r l 1 ' 1 ~ i i r r ~ r r ~ r ~ i n. ' i i ~ i
{y ~ ~ i\ ~ t _ rl ~ ik r ~ rte..,....,.,,.
1 ~ ; A ~ ~ t i . ~ ~ ~ ~ ~ $ f,. ~ i'~ ,fit
Sl ~ ~ t 1t t~~ 1 ~ j ~ , , rr .1 ( ~ s -
4 ~ N ~ 0
~ ~ 1: t. r ~ r y14 ~ n d r F e LO Q
i k~ i <<~t e ~ t ~i ~1 i f i t ~ t 1' ~ , } " N . d-
1 ~ ~ t Y 1t( ( a t f t. ~ } ~ 1A 1 1 ~ ~ t St t t l .t ; ~ ~ .j `'t ~ ~i t t ~ ~ W W N Cn 0 W
i c4 ! ' ~ t ~`Y } i i F~ 0 1 r r ~ ~ ~ ~ ~ ~ y r " k t CL 0- N
1 `u.... r , 5 `v i r s ~ ' ~ ti t I w ~ ~ , i
~f. 1, ~~'a ~rk 1 e 1 i s y ~ r . , 4 , W Z m °
~ t t ~4 ~ 1 ~ : C: ~ t t 'F ~t ~ ~Y i~~ ~ ~ ~ ! ~ ~ r i I i, ' V 3i';, ~ i , ~ i
r i r , ~ ~ 1 - i ; i } ; r d F-- r- m © V 0 C) Lij V)
1 t ~ a ~ ct, ~ ' ~ ~ r r , r ~ ~ r ~ f I ; 0W~ 7) W co ° ° w Z
. ~ ° r Y ~ , ~ ~ ~ ~ t , x E. ~ Y L i ~ 1 4 1 ~ t~ , 9 t ` ~ ~ 1 ~ t i t ~ ~ ~ ~ . ~ ' ~ CL L1.. © U G~
`'a s ~ Y ~ t z Y 't Ct ~ ~si~i~ t f~ ~ 1 i ~ 7 's r j 4 i 5."°~
t ~ 1 t t ~1 C; t t ,Y } ~ . ~ , w t ,
~ ~ t i ' ~ ~ ~ ~ . ~ E ~ ~ ti , ~ 1 Y ~ ~ ~ 't• ! ~ c t ~ R ! r ~ .P . ~ i ~ ~ ~ ~ 3~ . 1 r ...r r .r
7 i 1 l ~ 1 1 ../i ~ ' ~ V i ' ~ , ~ ~ ~ ~a''
t { t ~ ~t\ t } t . ~
l 1~ ~ _j ~ V ~r , - r yti y f '1 lb Ask
1 ~ r 3~ a 6 3 y .f. ~ r r 1
t -..y.. : ~-y a r... ~ ~ ~ 1 r:_... _6~
~Y~ i t i i ~ i i 1 ~ ~ ' ~ ~ h l j { t 1 i 1 1 ,r . . r a Ila=
5 1 S v~ t,4~ '.~si~ ~ di t, 1 of t E i t ~ Y ; , 0
,i 1 f r 1 ~ ~ ^t a ~ ~ 1 i ~ 1 ~ ' r r r.; ~ r 1 ~ +
~.r~ r ` t ~ ~ j ~~,.,f ~ ~ , r ~ ~ . " ~ i i , c o i ~l
t t i ~ ~ ~ , 3 1 P ~ 4 ;t ~ } 5 f ' t t l is r ~ ` ~ r y i , p.. , ~ ~ _ ,,,v„, ~ ~ , , , t - / a < LO
tt 4. t ~ ~ ~ # 1i . M1 1 4 { ~ . ~ .
1i S4 t4 S ! t ~ ~ ~ i, e ~ ~ t t tt~ s S S ~f ~ ' 1 ' ~ 4 I S\i i'; 1 ~ t ~ ~ ~1 1 ,~i~ i z J ' r F i r ~ ` i 4 ~ a
M14 e ~ 1 S 4 t 1 i ~ i ^ f ~~w 4 ~~0~ tit , i ~ ; .r""ry~nw^. ~~"T+.e,~,~~., VVV J; , y r ~ r t ~ .r
~1° ~ SwM~I Y ~ t { ° t r ~ ~ r r \ ~ „F ~ ~l r 1 ~ v
~ t ~ t ~ t ` P ~ , ry ' , „,f ~ 'i j . - ~ ; y . ~w ~ ~ r , , r ~ _
S ~ 1. t rye ~ "A`~c,. .w ~ T
1 ~ r: t , 1 r l ' s r t a. gf
~1 ~t ~ t ~ t ~ ~ s ti,~. ~ Tom:.-... ^..w...,,;~,,, t ,.t` r r "`1n„y„
. . U. ~ ~ ~ ~ ~ i ~ s ~ ~ . w # _
r ` q y t } 4,. ~ . ~ ~ k L
'~i ~ i ' r< __!~!!~~r ~ r
~ ~ f t 2.` k„ ~ V`' ~ ` ~ C ~ t , ti
- ~ ' ~ i ~ S ~ ~ f'Y ` i f 1 ` ' 4 1 ~ ~ , ~ 1 / < r ."`-w..~ ~ ~ - ""'""r-.-
l ~,._.w..~ .....,-,.M. t . ~ 4 ~ - i .
+~M t ~ b~ ~ S k ~ rk . ~ 1 c ~l i`'. tt i ~ t Y ' 3 ~ t _ . ,
t 1 it ` t ~ . r L
+ru'/~I ~ i a 'r - . . ,
V ~.h, ~ ~t } ti ~ 4 ,M~~ ~ tt
~ `o ~ ~ 1 t u,, ~ ~ ~ ~ t
ct ~ "~t ~ ; ~ ~ t w
~ ~ ~ ~ E t ~3 G ~ ~ ~ \t ~ ~ ~ , \ y ~ t ~ rt
k ` t ~ ~ 1 ;t4 ,r , ~ ~ 1 ~ t ~ } s tt ~ S ~ w ~~1, . ~ ~ , ~ ~
c r ~ d , ,.M t . , ~ ; , s l J ,v _
~ ~ , i a 1 , ~ ~ . r , , L ~ ~ ~ f ~ , , ~
v ~ , . ~~M. i ti ~ 1 t, r 1 ~ ~ M y
~..~r~ t. _ ~ "`~T ` ti 4 ~ ~ t ,
i ~ ~i t x~ 1 ' f~ i r ` ; .t 1 v I,rg fti ~ ~ r P ~ * , . , a ~ , ..,cq~s~~u~c~~r~o~..ruMi~s
4 't v ~ ~ r ~ , ~ r ~ ~ j
/ j , ~t CL ~C z un
Y. , , ,
, , ry
y 7 7 ~ f _ s
vd 4 V i'~~ , 1 1
r :
,S , t , . v , r
~ r w • j Z 0
, ,
,
r , , , w.C w
„ , ,e r t W I
r , ti CDs
• c ` z
i 1yy~ t 4 or. W 0
1 k 1 s. , t Lij
k r r S ` Y CC
a?l v f l l ~ t f I U-1 m
1 4 7 ,x , 0 r , i N
` 1 r F v • e
V, ` l r ) w~~ r , , 'J W 0
1. , I , f 1 ti
20 31 ;32 as -34 35 30
DRAINAGE g ~rpAU~uN,~trr ro ZjLxqjrL&BJNLU11 J
37 38 r" u t 48
47 48 4D 61 168 66 TALB IGHT
50 25 0 50 100 150
67 66 Go 8'B SE • ry - ENO NEMUNG & P G OONSULTAM SULTANM SHT. 56
26421 AL r- . ' 4944 PARKWAY PLAZA BOULEVARD SUM 350 SUITE 350
SALE IN FEET 4613 ~a J 'Q- y F K Aft D Engineering, Inc. iN . • \ NORTH (:AR®I~A 2817 28217
1 -50 E • of the Carolinas 1 ~•b A. G /1,Ck E PHON& 70"2,6.6070 FAX 70+426-4M .n . , 6-6080 0 F 140
, 0 ~~Itl A ~//111111W Y lot ?r~e~tllt %v ~ www.tolbertandbright.com
Z~ } 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202

--~-M .Y I . , , ~ yr, , i .r 1 :;n,,.,~.; ; , -~~--~--_...W.. ~~a~ - ~ ~ ~ ~ ; d
~ f ~ F yy' / ' ~ r I ~ , r w. r. , LO
/ ~ ~ Y ~ f ~ J f W C~
t ~ t` J ..r~ I J\ t ~ n ~ ~ ~ s , ' i . , 1 r , ° 1 1 E ~a~ r. ~ M
f L. ~ t i l ~ > . ~ ~ > ! f ! r I J r w......-. ~ . I
^Y7.: 1 s ~ .r . !~w. w...... f ~ ' ~ r ~ j ~ d--" a .:....a.~...r..w.. t ~ i ~ ' f w i
,n ..i...., ~ 3. , ' . i f o: r ~ t 1.
l+ J ~w { r / : wiwnnwn A. ~ / r t ' ; ~J T w.r+r• r a r ; . \ ~ n r
r s .r r y. a . . ,
~ r ' / f ~ i w~ ~ ~ ~ r ~ r r ` .h , , , a ~ ~ ~ ~ ; ~ , r. ~ ~ 1
w - ~ , c ~ ~ F : ,t f• ~ ~ r ~ ~ ~ 1. ~ ; V)
3 f i ~ Y r • { t d wu+.. , f,.F 1 ~ ~ Z 4 Z
r ; r rie~rw o .w.... n, . ~ A u ~ ~ ~ l ! I l d z .r , , . t l 'i. w . ~ , ` ~ G r ~ ~ ~ 6F) d F -
~ ry' J rw ~ ~ ter` . ~ ~ ` ~ ~ ~ f i ~ .a-- ~ " y ~ f ~ ~ ,r'` i r' J*
f t I .r ' f .r..+. 2 f i r 1 r' ~ ~ .r , , a° ~ ~ . \
~ r, ~nr r F r ` r ~ , ; ri i .i + s,. U) z
r , ~ i WYE maw I ~ I , e t ~ r s; 1 CdNS UCTION .LIM1~~~ .
f' , J ' r ~ ~,r ~ . . _w___ ,r ~ s ~ : , _ r r. ~ , J ~ < 1 ~ ~ 4, a r ~
2+ f j ° r rf , J; ~f ~ { ~ ~ ~ ~ ~ ~ 3 (f r U U-
l` i t j ~ ' ~ ~3 ~ 1 f 1 r ~ i , r ~ `-1. /~r a ~4a
j ° 1l ~i ~ l r 1 ~ / 'D~r ~ i d ~ ~"r fir ` ?~y ~ ' ~ f ` ; r. . r ~ r 1 \ r } i ~ , . - W _ (n
i .,,1 t~ r ~ i F ~ - ~ r., } .1 y LLJ
~ / ' 1, /t , 6 ~ y ~ / f r ~y F a ` . ~ , . r If t w t r ;i LLJ
f 3 ~ t ' ~ _ ~ ~ , r ~ j t ~ v ~ _
f~ ~ f ~ i r r~ ti. ~ y ~ ` w....~.~ h - ' { '~f 11 w - 1 ,r 'r. ? ~ ~ Y/
f ' ~ j~ J'. f r f~ ~ Jf~' ? ~ , ~ r ~ ~ ~ ~ ~ it ~ ~,.,p.~ i; % ~ .i ~ a a.v. ` 1 ?r f~,s a c l ~ ~ ~ 1 j r r "n, r , y
/ i~: ' ~ i '.r'r d - j~ /fir i s. ~ . ~y 1 + ~ 'r .J e
~ ,,,e j i _ _ ' i. ! ~ r ~ ,d ~ ~ ~ a 1 ~ i . ~ t 1 s t. w.,,µ , r r i t . ~ _
% Y ~<(fr r r , s" f ~ t ~ ~ ~ >ti , ,r ~ ~ ? ~ t ~ r ~~r " u, . - ~ ~ 1 ' t .r © Q
~ , r, / r „ ~ ~ , r. . s a ~ ; ` ~ ~ , r. 1 ~ ~ , , r , ti ; l - r ~ ~ ~ , ~ r 1 , ~ ; ~ , j I' ~ s
1 ' r A ~ r~ 1. ~ ~-f 'r' ' n" ~ ~ ~ . _ , . v ~ q, i.. - a.~ ,i ,r -1 „ t ~ f r r ~ ~ A~ u r ~ ~ 1 t \ ~ .w ~ , , ti l ~ ~ r R fj \ ~ { ~ ~ 1 (n U f ;,r W W N CL < W
~ ` f f tt ! S ~ y"~ ~ / / t f r P ~ ~ v , ~ ~ e ; . ~ .vim ~ ~ . ~ M < ` 'y i ~ ~ , , ~ ~ 1 v ~ i s ~ ~ t a- CL CN
, ~ i / , , 0 i r ~ / µ 1 r f ~ r ,s ~ f.
s. t ' j J J / r c r r , , 4 ~ t ~ ~ ~ ~ ~ r 1 . - ~ ' .r 1 ` ~ 1, ^ • - } t 1 i ! ~ F Z O
J, 6 e ~ ~ , ! , r p r .-f f;~ i r t , ~ t ~ i~f 1 -,z W `
r ~ r. r S d Pir i ~ ~ ~ t ~ i 't~ , i l ~ ti ~ ~ / ; ,i Z U U W V
' ~k, r^' < < ~ , ~ ~ ~ ~ y , - t y r / ~ ; , ~ , r d . !l f . C? W W Y LLJ
~ f s ~ ~ r-~ ~ ~ . M1 r•x ~ r i 1 ` r , _ ~ ~ ~ I s i ~ r 4 ~ _ / . -w 5 ~ j ~ r { t!1 d O Q W
~ ~ ~ i 6 1 S trvrf~.," , ~ r ~ , 1 r f~ 1 ,1 r } 3.,;,. C~ G1. Ll.. t~ U ~
4 ` t ~ a - ~ F ~ a ~ < ~ ~ ~ t 1 , ~ I ,4 01 r. _ ...r ~1 , , ;t ~ t t r ~rr ~ r
~ .w ~ r ,w~_..,.. w.._._. - ~ ~ r h ~ j ~ + 1 .f Y F `~1~ e r ~ ~
} ~ , .y f f N~ j ~ r' a a f' wv... r 4 ~v.. , a i i
, t ~ fA . r,.. ; 1 a ~ _r....e ; r r?r ~ ~r; i y~ a
.A , ~ 1 Aw~~ r ' ~ "'sue ~ ,r ~ ' . !`y n r Jr 1 ~ ~ ~ r` ~ ~ s ~ - `4 ~ J t `r, ~ ~ ~ ; . 1 ' + .ti ~ fff , . , ~ a
r J t ~ ~f~ ~ i r...,,...... ` la .sr 1 i n y .1. ~ y ,1
~ ,,T . w„ ~ .w,w r . 4 ,,r , _ , , . . r M . ' w,. r ~ a ~ , ~ ~ r
4 , r . a . ~ 'u,.. ~ r ~ X f ' r r J f it f ~ y tl i . ` ~ m _ a '
/ 4 t ~ ` r ~ ; . ~ ~ . ~ ~ .e a ~ C., ~ ~ , ' ....,,44 4 ~ t ~ " r " F ; ; i 4
yr,,r i i r t / ~k i ~ \ r''~ _ - v,~ i r
.*.,y e, , d' ~ ,,.,..w w., q, r n r r .s J r , , „w,., ~ . v , ,c .r R\ i,P a , ~ S ~ f r r, '
.yy 'l~ ~ w.r°r'r.. r^'.l' r r 3.., ~ ~ ~ , ~ ~ w. , a ",ti , r ~ , . J ~ r' . ~ , ..r, r ' r f
1 . ' ~ f, 1 ~ ~ ~ y` . r . ~ . _ r r , ~ . ~ _ . - f ~ ,c:~. ~ ; r ~ r.._ ~ , / . ; f . ~ ~ a a
w..,, 'y, ~e. x .w.. , „ ~~y f,f', ~ f ~ . , r ' ~ f r .y ; r ~ . J
j r~ . a. ~ fr .r"~. J I I ~ ~ t` .f ti . ~ ~ %w ~ , ~ 1, - r~ ~ ; ~ ~ ~ 1 i ~ ~ ` oaf 1 f
a ~ ` ~ ~ ,ti r ~ I' s r ~ ~.l 4 ) r f ^ . ~ r ~
wf e , r ~ y. 7 ~ .m.....- ; ry y I' t, ~ t f y } W 3 ~ ~ r a n j r ~ ` y~.,.-- ~ t r r ~ ~ 1 ~ ti
r ~ ~ , 4 J i.J ~ , e ~ ~ f . F :f ~ ~'Y.. i .~r .h ~ , r t ~ ~ ~ ~ ~ f ~ 1 r ~ , r ' r ; y ~ ~ ~ ~ ~ , . r
~ ,J »...=T J y ` a. t, , ~ u ~ ' , 'ter ' , ,F , / ~r _ - . i ~ ~ ~ : , r r
~ ~ ~ f ~ - r ~ ~ ' i ~ / E _ .I , $ ~ y P t ` ~ ~ r~ ..,r , 's ~ ~ ti . , ~ a ~ ~ ,f ~ ~ 1
1 ~ , ww P - ~ 4/~ ~ , ~ ~ '
,v~ ~ ~ / , r .,u.... ~ ~ i ' - 1 ~ - ~ ,
f ~ ~ ~v ~ 1' ~v ,r' mfr ? ,t 1 \ << 0 . ~ - a' ~ o'`~ k it , ~ r j l' ~ ~ ~ ~
,r M,,, r . Jam,. i ,r"` ~ ~ ,r J t t 1 ~ . M . F ~ i..w ~w- ! ~ n ,yo , ` i ~ ii ~ , ~ r 1 ~,r ~ ~ ~1 \ !c
s r ~ s ~ ~ t ~ , ^F f; _ ~ ~ . . r f ~ ti ' 1, n ~ , ` t
~ .1 < < r ~ . ~ ; , ; 1. _ ` ` r4 i M...,,.. ~ r ~ ~ ; ~ ~ y v ~s k r , l ; mono
, , ' c t , ~„,.,.-r ~ , ,r , ~ t ~ , , N i ~ .,,t ~ v ~ 5 , -e
~ x . 4 t. ~ i I . ~ ~ r „ ~ ~ ry } ~ i v w , i
r f ..r,. f_., r t .3 ~ ~ , , . , ` w w a... r r - t'~ t ` . ~ ~ { 4
R~ ~ ~ ; .r. J` ~ ~ ~.r r ~ i - 4 ~ is t r."`. . a e..
~ i `M~ r'' r'i, ~~,M...+... i 1 L ~ , :'J' r f ..r ~ ~ a 11 ~ 5 . ~ l,. ,r , ~ _ k o r ! s 1 t ~ ~ 6 ~ ~ ~ t r ,
t ti, ~ ~ ~ < Z ~ ~ ;f
~ w i ~ ~ t° r nil t F` ~ `S . ..,,..._.kw .rww ~ i 4 ? l~~' 1 , r ' a i , ~ ~ t ~ . r -r y I ".T ~ ~ ~ ~ ~ ! ~ r ) r ~ r i 1'. . ' it r t; 'yr
' ° ~ i tG(! ~ X~77 r`° a~~„ - r"r'' ` f y i ~ ~ ~ r r~ c , r^. r r ~ ~ 't . " . F, ~ ~ ` • - ~ - ire ~r u
ra ~ ,r ° ( S i ~G tt# witty , ~ ~ . ^ "~w.. ~l ~ ~ f ! 4 y ( yv - yr R F# G.1 p~gt ly ~ ; f~. ~ „r i ~ . ,
; , , ` ~ ~ r~. ~ i i i 1 r r . , . - - Mr ~ ~ 1 r , ( ~ r < ' ~ f
~ { , { } i - _w...,. _ ~ ..M ~ , _ 't r; , r _ .1 , ~ s j ~ w ~ a l T
t ti, e i F ..v r' i fry ~ r r F r.N mn ~ ' r 1 1 ~ . 4 .r~ ~ t ~ E ~ ~ ; ~ ~ # k i~ ~ r
~ ti. 1^ ~ ~ y.,. r ~ - Y _ ` _ _ r . ~ , t' .N ti
i ~ , ~ I j ~ t 4 r t i J t j f r r
. a w ~ ,f r ~ ;
, r t i A r t r
s .M , Y , f , w ' joj
a ~W ^ r s r , , : t 1 ;
, F ~ r A
l 1 , t S ,
t r ) l V J/ ` j r tr. t z U. ,ry
rr i r - S \
a:`,^cr.r~ i * r 11 , r\ • f
f.Tl r % Z
' t ~ f I r ^ , 1t c
( ~i { r a, ^
W^~ r ?',T ,S 3 b a ~ ~ f) 1 V j., ,n,... ,.,•"l, f ~Y'• k ~ f , A r LU
x , Ste,'' , ~ • . ~ _ _ ~ /r',/ t.a, `1, wA
t + fi t 1 m
• F 3 , Z
„
~t t t F 3 I a^'~ , ~ f y~- Y /
, e
r ` 1 _w f ; , t ` N
1c t , ij ~w,' i y ~ j .,.r`" ••x:, a i` i 1 k a s ~j t. , W , t ~i r
Ilk J~ t , , CL f
, y ~ j W 1
i v ,
34 35 38 1111 32 as III 38
DRAINAGE J_
43 't` yl 48 e0010018118# ee~e 111,11 ,,t Ls..
47 149 61 159 Iss C -dd q
TALBE r
67 ~6 8~ 0 50 100 150 q :4 . 50 25 e ?Q tL SEAL r
AMW IT m 261 - ENGIN G PLANNNO CONSULTA ~ o I`FVl~7 o y~ )NSULTANTS S HT. 55
ky' a° 4944 PARKWAY P AM BOULEVARD, surrE31 SCALE IN FEET ~e? -0 r ~ ? {gyp ? ? ?D, S= 35
li op ? qq i G . ~v HDR Engineering, Inc. . GINS.. NORTH CAROLINA 28217 1 =50' of the Carolinas ,qA 28217
} e. 4 D A. PHONE. 704426-W70 FAX. [phone]W / ~ E . \ eelepll/1~11tl~1t'® //f f l f I l t l 11 y 1 \'~j\~ E-426.684
• 1 www.talbertandbright.com 2 128 S Tryon Street, Suite 1400 I Charlotte, NC 28202 OF 140
V dltT
-

t t , , : ; , 1 < ~ x f 1 .i , 77 777 77 a,
'.,J t t t , j~ it t ~ 1 .._..w t ~s . ~ , ~r ~ i ° ~ ~ 3 ~ ~ r , ~ ~ ,
~ r ~ i . y / , ~--EXCELSIOR MATTING j ~ ~ , . t y ~ F . .
~ ~ ~s, r,,~,~-,,~..4• i ~'y ~i ~ 1 ~r } . 3 ; r ~ ~ ' ' I i! yV" 'k ~ s c^' , ,r.,L.~ 1.-.»1 ~ i„w.v -.SS .-.-J .»i ,„r ~-..f W..: {
, f ~ ~ ~ 1 ~ ~ S o 3 } J i r.. .ate ~ ~ }
"b, ~ ~ " ° i may,-,`,,~~-,~~-~+~~~w~ l .w V .w i -J ..7,~.r.p......
yy , 4 1, ii i ~ ~r. ~ ~ ~ 1 % y 4 ~ rl e . , ~ , . , r *+w ` ~ 1 ~ ? mss.., „ y: = ~..r47a....-`
'1 L ~ X \\M1 w i 1 ew~l~ll~s1~+YM
i ~S i 1 t _ z ' '1 ~ , 'r ~ r''~~ ~ 1 ~ ! ~ ~ ~ t ~ ~ f r' `i YIYhY~~j~~, ~ w, ~ m
{ t~ { A, ~ J yJ w
+ ~ 1 ~ ~ ~ ;E ~ 3 S ~ ' f t ~ ~ 1 ~ v ry ~MII~~ 02
ti j ` t c. ~ I 1 i S ~ 1 , l~ ~ ' \ , air • r ir+r..n~w~ O z
d - { ~ .7 ~ ~ 4y: ~ t ~ ~ yl ~wy,~~~ ~ j ~ "T`•~~ , ~ : . ~ 1 ..n ~ i r _ : : x 1 ` , / o- i•.. f 0 ~ ..rr ~w.~n~fuWwinr~r f rw~
.r°'. ~M ~ t ' ~ t ~ 4 ..w MM1rwwMYM + t.. : v. , .r .Mr F, a~ ~ w i r 4 / ~ vL
~ ~ a 4 ~ ~ ~ . ~1 0.E 1 ~ i7 ~ /"~rryy,~ '~+~r'~ P . , , rwF~.rrrrr~ Z) j
r ~ , 1 F ` - i ~ ~y ~ ; ' ~ ~4 i > > i r' v i
V s , t j i ~ : ~ 1 ~ ..ter- < ~ ; . ~ w , : ~ ,w ' i ~".,,,,,f,~+r" 1~ iva o
~ : i r , ~ r ~ ti ~a r° y : ~ - r - ~ 0
k ~ ~ i , t ~ i 4 1 % S • w. ` ~ 1. r ~ ~ : " : w. ~ , , ' 5 ~,f . ....._a..... wa~~,ww V
~ 'y r 1 ' ''s , ~ ~ ~ ~ , ~ z ~ ~t ~ i f ~ , • ~ .F t EXC "~~,;~TION ~ LIN~~TS ~ ~ , r
~ ~ t ~ 4 ~t-ENQ ALA. v j t A ' ~ Ir' z ~ , ~ w. , ~ r !t f f ;W
d ~ ~ ~ ~ ~ ~ ~ _ F ; ~ ~ s ~°~r ' V 1 ' ~ , . , ~x ~ ~ i t ~ ~ ` ~ ~ y F~ t !
~ ~ ''s b i ' ~ ~ ~j ~ , , ,..r.. t / J 'fix y f M LIJ
~ 1 . ° ~t ' , . , :
~ `t I ~ t w..r ~ ~ ~ tt . 1S R F ,i : / ~ ~ ~ : ~ NST~U~T ON T 'r', , _ , r- N r) d`
~ ~ ~ ~ ~ S f ~CI "*ti. Y ee~ 7t ` , . , a : ~ ~ : ; , ; t t ..r ~ , ~ . „ i ~ ` i
f` ~ ~ ~A ~ 4 ~ ry 1 1 f , 1} ~ ~ t l t ~ ~ k ~ ~ p ~r z t O`
~ ~ ~ ti ~ . i µ x •
't fI ) ~ S `Y i 1 % < 1 ~ _ 1 . '~5 ~ ~ . h . ~ ~ 1 ` ` j 1 J R .JJ' f i f y ~ u F " f. jf1 f. f` ,elf/ f,v 4\`,
i i t e ~ tj ~ E S ` : 1 ; ` t r /j i I . ~ '
i V 'i E ; z j i i 1 ~ : r'"~ ~ !
F << i ,i 1 ~ j ~ ~ t t 1 ( t , , ~ 's ~ : ~ t . ~ ~ ~ K ~ h i, ~ ~ CL CL N
1 ~ ~ ~ rr' ~ ; ~ i ~ w t 1 L , i
t w k `w ,t~ ~ t ~ ~ . , , r L. p' ti i ~ f^`"'_ ' m ,rev ; ` r , ~ , >
t l ~ ~ ` `1 ~ 4 'i y . [ f y ~ . ti : ~ ~ Y i / ~ A fr ~ , ~ ~ 4, W z Ld
I ~ ~ ~ y tk ~t r` Y } ~ ~ I t ~ .1 . .f ! . J , ~I L Yf L • Lv ~L~ Cie , C) V) ui V)
~ i , > 5 { i r r/' , f , ~ \ ti., ~ ~ f ,
i. l 1 t , '"'7 'L 1 ~ L i W CL' C~ Z
J t z ~ L ~ ~ S t~ , , i~ ~ ~ e ~ s s.~ r ~ ; ~ i ~ ~ t j ~t ~ ` r~ 4. : ~ z t C] CL CL © U l
. ~ ~ ~ t i ~ , i ~ ~ / _ . ti ~ ~ ~ h v ~ i
d ~l 1 ~ \ i ; . L, y e~ 1 , \ " a` :l ~'ip a.?'r~ ,
r _ ~ ; 1 ~4 `Y, a n~ ~ ~ t '4 ~ 2 r . . ~ t r s : T,. ~ .t ~ ~ ~ , ,
k \ ~ . 1{ r~ r'r ~ 1 '1 ~ ~ qq 1. is s L , y\ ,
r r 1 s, , W z 4J
~ 1 4 ' w, . . . ' , , ~ ~ - " i i ~ . _ r~ MJ 'n ~h : I y t: v n,. ~ ~ P : rte' ..r \ ~ y ! ~ ( 't T t h ~
r t a: ~ ~ ~ . . r s t ~ ~ . i , i ~ ~ ~ ~ J ~ ~ r' . , • ~ r,f t , r w h r ~ ,
` r d ti / S ` r ..u e ~ t ~ 1 t d .R t , , ti.. { p r n' , ' .k :i ; . , A ~ , M1 ` y, /4 f 1 r , ~ j
r . M1, ._T... . r r \ y , , r ? , < : : \ i f ~ , ~ .4
, ti ~ r s r ; , 1~' . 1. 1 ~ : , ~ 1, ,..y .
- ~ n., ~ r s ~ ~ ~ ~ y' ~ r r , i _ .R y ,5 j t W.,_ ~ ~ - i. Z 4, ~ r ~ , k( ~ ~ a~~~' . _
~ ~ ~ 4 , b.. } ~ i : < , r { 7 ' c ~ , , , . i ~ ~t , ~ ~ . :
' k ` 1 f ''r. t w~-..., f 't ~ , / i ~ ~ ~ i~ Y I r _ f - w ..w
M a ~ ~ ''w v , ~ _ : ; , ~ ' , . , ...w H a
t f ~ ~ ~ ~ . i ~ N....v... z t - n t ~ i v w : t t t , I ~ , ~ ~ L . ~ 0 ~ L~, , .s i y~ ..-w._..._ t ~ t .y % z~ W" ,
n d ~ ~ 1 ~ i ..`y ~t' i o ~ ~ , ~ s 1 J a 111! F ,r
. ~ 3 E ~ ~ . i ~ r f ~ n r ~ `w w : . ~ ~ ~ r ri}` • l ~ ~.f € : r , ; , ~ , r ! / : i ~ ~ ~ ~ -.w...,, ~ l z , APA%k
1 1y _ . , w. `M.,,, r t E ' , _ : i ~ t / Y . ~ ~ y. i
r v c } a , o r ,,,r . s ti ~ ~ Y . :t . j. i { ' w . ~ , ~ LJJ
,f 6..... 'r - - r,. ,1 5 ; , r' f ~ r ~ ~ . _ ; F { e ~r ! { i 4 J' ~ f t 1 / ~ 7 ~ ~j l
.,w if n-. r, ^r . n y? 1 a 1 f i i' r , ' i t , r ~ i a_.~. _ . ~ 1 f ' ,
v.' w.. . . t r~Y.,V a , _ . k / r ~ -~'-.h i I , , i r i ~ r w o' ~ s i ~ , ~ ' ~ ~ ~ w f tj 9
w . S '+ti 'w,. i r . F... 1 w M v+~^ 4\ .f I y....., .u...~.~.. y 1 y , ~ f , ~ 1 ~ ~ fr r \ ~ # i J c s b.,n„....,.. ~ , ~ , s e l ~ f. f i ,r ~ f { i, , t vu
~''vn. ~ M1'.... 3. i . ~ 3 r ~ ~ I 4r r ~ ~ w J . , , r , a + ~ ~ 1J
t r ~ti T ~ , Y ~ ` r., 4, ,r' r r , ~ ' 1, , ' S \w pi . r 4J i ~ i ~._o
,d r r ~ : . : w M1 n : > i F , f J r f 4 ~ ~ t p
i 4. a • : i r1' 4 ~ ~ . lM1 ~ J , . y dr ;..ems r : r ~y~.' _ ~ , ~ ; ' / -
- v, r „ , f ~ t ~ ! , s w... ~ v
` .k j c r . t , r/ ; i ~ ` r` y~ ; ,r t . ~ F ,
w. , J r / \ r . r J ~ ~ i J l r 1 ; . r. ~ , . s, F y ~ ~ ';E r' ~ r ~ ,w
~ ~ r' ` , s ~ ~ ~ ~ . ; r _ ~ M~ o ~ti. A r , - ~ ~ l ~ ~ qtr , ; .
r' , ,r + . J? r. ~ r { ; r ; r r ~ ~F ,
~ ^w. M r i ' } x` Y , i ~ ~ J,....-' ~ - 1 Y j
t `i' { v ~ r J i n t ~ , r r ; , i r'"' ~ , ..k e ~ / r ~ e` f ~ h : I ~ ~ }
u..- n" , r . 1 ` P - , - - o.. ~ ~ 1 . , ~ r w, { w ! f , r. r i i ' t . ,i ` ~ ~ , ""tie... ....w.....,-y .r -M.. r
~ ti ~ . r , ~ , f .t ~1 ' . , r ~ , ~ ~
x a ~ / z ' ~ i ~ ,r w...,. ~ ; i~ _ ~ , r,.. ; . , j l~;
. ~ r^ „y e ..M+ sE a r. ~ e a 1 " f ~ s ~ r F , c.«' ' 1 ~ ~ y i r
f $ z * ; . . .k _ , $ ~ , , f,.' 1
. ~ ! { .y i~ IM1~,! t ~,~H~ r~ , i t ~ . ~ ` t r > ~ r .,s,. l
f ?r' JJA , ~ ~ 1 .I /
, r j
L j -Loo
.
~,W w
~ s E ~AS , , x Lii
, ,
p , " . a { 6 lip, ~i • Z LL.
3i r
3 , t'. r' M o sww cm
r r
, , r
v r r ' W
,
~r 7 W .w- C
M r'. Z ~MMeI t zy ~
r 1 ~T mom cl
tt a~ l LLJ
~ ~ . • r'' t.~ -tom - J- r^,' a
Y
I ^ N
III Hill S ` 1
r
MAT""H-LINE i e s ff Srm 1 - SEv! ^HE 140'' 1;1_v -ET W
i Z
2T as m 32 89 lu _2 A17 W
38 DRAINAGE 48 ®1,~g1l/!!!M!1ltj 0" \ X1111 I I t, i J Li.
xw:, 14 %X v A
47 q TALBELXJL BIXL • m 0 H--T-
1 117 168 IGO 50 25 0 50 100 150 o - o 4 , ~ . m.
d SEAL r . I =4 m ra " 0 mai • - - ENGWIECING &P GCGNSULTAI „ 13 m „ 26421 NSULTANn S HT.
SCALE IN FEET 4944 PARKWAY PLAZA BOULEVARD, SLTM 35 •,F • 4 • 54 D, s= 350
ii .,Ng ,N ti. <v C' q HDFt Engineering, ineerin Inc. . GlIdE,. Z CHARLOTTE, NORTH OA~ROI.~1A 28217 rr ~A~. ~ emsrm,, ~ ~ ~ ••e..•• ~ 4A 28217
M qqPPPP , 1 =50-' fl of the Carolinas C, C PHUNE. 704426-6070 FAX. [phone] Il k ~ www.taibertandbri ht.cam x426-
of 140
l 9 4 128 S Tryon Streetr Suite 1400 Charlotter NC 28202 ~Z s~ ; : I
-

' t S a . .r.,. , . r .r m, ~ .w,. ~ ..r.r t J ~ , o
~ r, .r a r ; ~t ~ ~ : , ~ ~ ! a P . Y" , . u ~ ~ ~ .ham, ' ~ .t , , .s . ~ t. , ..~r.,,.,, ,z:,.~. r.. ~ ..,a.. . x
, i ~ t"1", { ~ \ w \ f ~ 1 L F- Y.
t t ~ ~i . ~ ~ ~ c~~sio`~ r~a~ Tip ~ a t 1 ' ~ l r E ~ r
~ ~ i i , ~s ~ '°'4, ~ t 1 a h a ~ ^o t r^` KlE ~ Jz~ 5 , C~
t fY V J yet{ ~ ~1 { 0 `
} 3 ` , ~ ~ `'V ~ ,r~ ~'qJ,.' ~ ~ ~ i
i ' ~ t ~ t l t 4'1 l ¢ ~ . ; ~~4 3 ~ t k `y v >7y 1 ~ 1 - yr i ~ ~ . 1 ~ , w. / 1 i
a. 1, _ f ; ~ i ~4 ~~5 fS ~ i _ t 4~ i { l AP~?RQXIMA~1' ~~CK ~ ,z ~ ~ ~ , ~ R r ,~`'V ~ ~ ~ . ~ , .
1 r 1 ~ ~ ~'X~A'~A~1~IQN~~~, L ID'S ~ ~~~t o ~ ~ ~ v , r"~`, 'ti t k ' ' ~ ~ , ~ l h o , ~
f ` # i ~ h 4 , \ ` ~ ~ ~ a
l ~ ~ , ' ~ s 1 f , I ~ ~ ~ ~fiV \ , ~ ~r ~ i/~ ~ ~ o
~ ~ 4.i ~ , . F ~ C ~ ~ ~ ~ , ~ ~ ,,.r , ~1, ~v F f.A'~ ` 1 i r~~ i ' / ~
i ~ y ~ ~ , `fr f ; ~ ~ i n r t f t ~ : ~ p i~f` ~
f ~ ~ s f~ t r ~ 5 ' ~ E i q % LY_ D U w
i 1 r 'l ' ~ ;I s'', r ,ti ' ~ ~ v)
/1 z1` I , Z . U
1 ~ v t( J 1 dt ~t` ~ . 1 t ~ , ~ ~ ~ ~ r ~ i ~ ~ i ~ ; ~ ` ~ r t ~ ~J
I r''`~ ' f ~ ~ s l ~ ~ 'y r , r i' y~~ r cr- a
, r , , ~ \.A r W
i • \ } n t ~ 4 , i ~ r r \ ~ i Jr , l(f 1 ' ' r W
a 't ~ i., 1 ~ > ;
"f ! -rw. y Q J. W
" w+rr, ~ t ~~nl s ~ r rv r • -..M..a...
t 9 ' ~ / ~ , ~"~r j N M d- LO
F ~ ~ 1 ~y r r 4( t~ ~ ~ r f f 1 1 / ` r ,r 1 ,
i ~ 1'' r y ! ~ 4 ~ ~ t ~ ~ ~ t xle, F -d ~ 7 rr~~rwrWw~ .
't l ~ R 5 ~ ,r J, r r ~ i 04 (D
i ~ n k 1 " ~ r.. ~ i .x" 't ~ .ww.... .ins' t l 1 J ~ F, I ~ \ rr J L U
1 ~ .1 t } ~ f" J"r / 5 x a ,i © U ~ N
4 ' ' ~ i a t S i i; ~ r fr'~~ Icy '~`wr'/ / r , i~ F-- F-- © M 0 U
w k Y 1 ~ 1 r r ; r ~ t ; d qre i W W N CL Q W
,.+K"' t t ~ Syr ,r A ~ < / ~ ~ ~ ~ ~ ~ ,
~ I t ~ 1 ~ ~ / ~v ~ r \til C STRUCTION LI i m Z O
( ~ f ~ ~ ~ , ~ ,r"r t ~ ~ ~ ti. ~ '`\,l ~ Y 4" , ,.ter ,ti ' , ~ t r fj,r a~ b, ,A, i d W Z m LAJ
s ~ s I I ~ ~ , ~ I I 1 : i I ~ i ~F 0 F-- F-- On V) Z U U
rv; f ~ .~~~I``1 r ! t ` F , i ~ ~ ,
; ! ~ ~ ~ ,l , ~ ~ \ r
1 } .r "iy' ~ ~ ~ t r<1'~ t I ~ni f 5 I / k 1 t ~ ~ ~ ~ e ~ >w ~ ~ W 0 0 ~ Z Q
, tai 1 ~ l1' r { M 1' ~ . ~'r~. • r 1 APPRQXI ATE d r. ~M , ~ ~
, y~ *s, i ~ ~ } ~ ' t ~ y i _ th~tyy'' j + t y \ M1
~ t. ~ ~ ,3 ~ ~ , i'", { / y / ' ~ ~ LIMITS
f i
' ~ 1 t 11 ~ ~ i i r { i 1. 1 , i%
~ 4 ~ ~i j , 44 ~ i , ,l i r , I ( t~ 1 - ~ J ' f) . r r 1 ~ ~i.` t i f 1 ~f
T"' _ ~ r.. / i / r r f 1 / ' t .'t J 7 1 i
,';~.c~; ~ ;`i ~ ~ r r~ ~ ~ f r,' s'~ f / , <
r _ . t , ~ ' ~ ~ i'~ As"k
~ , ~ ` ! N V~, , , f ~ ` , , r a ~ ~ f t ' - ti. _ ' ~ ~ ~ ~ 1 r, ~ r ~ r~ 1 ; rr ~ ~ s..,, ~ y ~ ~ r , S ; r ~ ~ ~ 3
ti,. ,.w ' 1 ~,.r t - , i CJ ~ r ~ I 4 i i ! y 1 ~ - ~ ~ ,1~ ~ t j ~
.,....w-~ ~ , ~ 1 ~ ~ ~ ~ ~ r I i 1 i t + ¦A~
_.m i ~ ~ # ~ ~ ~ ~ ~ _ ` ' J ~ 1 1. ~ ! r t ~ r Yom.
r.- ~ s~. f.. 1, - ~ , ..r.... „ ° r~ f W
~ {y. i j ~ +^a. i { ~ 4 ~ ~ t; ~ r/ Z ® OMI~P~
r,....,,, , . ~ ~ 4 ~ e ~ ~ ~ r' ~ t ~ / ` _ I w _ -_.J ~
' Y a j ~ ~ f l 3 ~ per, 1 2 : ' ~ 1 ~ ~ f 1 r , ~ ~ ~ i ± , /J I lo,,
w., y Y ~ ~ ~ u ' S ~ Ca
, f;~ t ? , ~ 1 ~ ` . r e f' , r ~ ~~y} y .w....,. - ~ v. ~ ~ 1 y f 0 r ,
$ ~ { - v 4 rt ..N.,. ~ , S ` ~ i....., t ~ { ~ ~ ~ r . . - , l - F ~
~ ~ 7 , ~ ` e 1 ` 'Y ~ 1 1 ~f t r k....,.~ ~ n / r ~ i I j
r ~ , µ ~ 7 ! , r ~ t ~
F ~ s a r , i ~ r i ~ j ' f ~ 4 7 (e .e i rr LLJ
i ,.,.4 ~ i .ti ~ ~ ~ .f'r a' 3 ' `.y ~ . 4 i k r ~ , , . i 1 ~ ~ I 7 I ~ l r n 1 ' f t ~ . l~~.
t r f' i i ~ i 4 . - r r I~ f i
t~ ~.,a r, t ~ l` r i . "ty 3 ~ )
~ ~ / , . r ~ ~ ,
„ ~ f( ~ , 1 `4, n ~ v a s 1 ' . ~ ~ t a' ~ ; ~ ! ;r j..
s_ . _ , i j f . , r .
y n~ tly r E ~ ~ ~ ~ t
..A`r, aN,.,....h ` P \ ~ ~ t; .y s,. `ll .r 7 ~ r t ~ t' i x Jl , ~ ~ ~ o"` r ~ i 1 ~
y ~ r .r' t ~ . , ~ a it i ,r/ ~ i ` ' r~
~ ; ~ e .,r-..` ~ w,~ .Y / g ~ ~ . ~
N- 1 ~ ,r ~1 ` n ....r,~,..,:... s,. , 1 f' i 3 i { x "(r
..^`r^ r y r~-' , w. ~ . „r,,., ~ t, n , ~ ti ~e~ ; a , ~ ~ ~
...w.,,.,, is •,.,„,.w o. i . ~ ~ I r ' ~ j ` . ........v..... 1. ~ l •....r ' it j( t~ ~ f
, W.M.~,. ~ 1 - r,
. t t ~.'f - - - ~ , r ~ , ~ r ~ / , ~ i,
r- ;f 0. t k. .o ~ - , ~ ..,.~w W q ~ r v. 1 , ' t f F A r - r ' r ' y „"r ,
:d. k~ ~ .1 , a i r f ~ i i , t ,
. ~ 3 - ~ a,. < , - a. f ' , ~ f ~ ~ ~ s r _
, 1 r , n i
M / : r C
r f ; , ^ v t ' i Il
, i~ t; s , : F N r fJ ~ t r F l
e f ? s i ,w w
, ' i + A J z um
P : I , i i r 0
/r 5 r 1 ! r, W
+
r ~ t i , r,. r' C
• . „ E4 qty 1;,; ~ , i r r ~ r 'x t L
, , i f r : /t w ^ R
> i f J V T Si
_ r.._,... m F r ,J r' ,
L s r f. , mow,.. *
f s „ ..rr.rui
0 C f ^
. ^ r may, 4~" '.,1
! n , yn r 4
, r N
r, 5 ` , : -
,Q ^i i r W
MATCH- LI,N.rl,-- 140
Z
98 go so 31 32 33 34 35 so
so to j ;37; 48 52 DRAINAGE 48 J
N~e~t!?!lWy~rr 48
47 & D T Bix, TALBERT G] 6kiGHT
A !361 us 5a 25 11111 0 50 100 150 • Q 4
I FE-E-=1 • - : 4 SEAL r . a _ m ENGIl~~EG &PG CISULTA p 4613 - 26421 )NSULTANTTS S HT.
C b • i 4944 PARKWAY PLAZA BOULEVARD, SLTrE 3! 53 A S= 350
ii F SCALE IN FEET sF . ; 9 . 4, .V \ / G HDR Engineering, Inc. , ••~GIN~~ • ~ \ CHARLOTTJ~ NOR~{p1~~y~ jq~~(y,///~~~{yyy~ ~~~,ggqy??? ep 28217 NA 28217
1 -50 a7 i \ NORTH VB ~`Y.lY ~.i of the Carolinas D ~ , . PH4NEe 704-426-6070 FA. ~ 7~ rr A. 426.6t
S /!!1!!91`~ti rllilll n OF 140
F', 128 S Tryon Streets Suite 1400 Charlotte, NC 28202 li www•talbertandbri9ht.com (
- - - - -

,y l 1 t / ! l f ,f ~ r ~ , .I~ .r.+. .V .:au z~.. t • . . . i C''O
f ' < . r.. ~w "+r . JN h e 1 i S i i. h r'~ ~ ~ P. w....,., i . , ~ ' , ~ _ v ~.~r ~ ~ ,
„ 1 ~ ~ ,i 1 ~ . ~ f / ~ EXCELSIOR MATTING
? / ~ O 6 Ste,}'~_ ! I ~ , ~ ~ , ~ 7t ~ s
r r ±.s.. J ~ ~i~
s r r r ~ r f ~ ~ ~ I F / , + ~ ~ t r 1+ ~ 1 ~ P ~ f'
r, ~ r f. ~ ~ ~ ~ t ! f J~ r
w ~w t ` ~ ~ , ~ i ~ ~ ~ • r ; ~ i ( ~ ,
d ' " ~ ! ~ r,r. ~ H~EN~ w, ; ~ ! , E , 3 f t i ;•F' i J y I t ;l ~ 'r s t
1 r~ J ~ rl ~ t h 0.. / t i § ~ ~ ~ !f 1 ~ 'i'7 r ~ r ' i 3 If r 4 4 ' .f + 1 r ~ a. ~ ~ ,
`v f n r ~ i
r. w t r f t ~ S ; ~ ~ ,
_ i ~ i 4 _ 2 ! E , o a
s~ i ~ e' \ 1 ~ S / 3 „ , ~ ~ ' . i t x f ~ i ~ f
~ w j i~ ( i t + ~ r ~ ~ , , ~ ~ ~ ~.r ce
r ~ r 1 , r l ~ , t u7
r +:d ~y c j ! ~ I :l y ~ , ~ z 0
~ ; v t ~4 f ~ ~ ~ ~ U
r 4 r ` ` f r ~ 1 n ~'r~ ~ } f mow, 1 ~ I P ~ 1 \1,•~ ~ --w._...., f ~ . , . ~ ~ ti. . .a-.r--- ~ ~ . , ~ 'v ~ . t~ ~ 1 / ~ ~ ~ ' Cy O
ti ~ A ~ ~ ~ ~ s 1 t •y ~ ~ at } ` ( ~ ~ , r t 1 ~ i y / (
r ~ ; , , L , j` ~ , , pp ~ r ' ~ P T 1 S ~ ~ £ f ~ 5 , Q W
~ ~ ~ t ~ ~ ! , ` - q 3~ f ~ ~ f ~ i ~ ,m ....y i t ( 1 ~9 ~ 7 t,~ J j t ~ ~ r l 1 , t V aC
t y{ Lij
,.ti, ~ i ~ ~ ~ i ~ i ~t ,t 1 ~ 1 t r j: ~ ci~
~ 5 ~ ~ ~1. r ~ j ~ A 1 ~ ~ ~ ( ~1 ~ f F , ~ j 1 s ~ ~ , t ~ t ( ~ ~ ~
~ ~ r ~ . f r j , j ~ I . 4 ~ ; 5 , + ? ~ ~ ~ , } .i t \ t y ,
2 d ~ r , F I 1 I ~ ( ~ ~ i ~ rF , ~ ~
Y ~ \ a" ; ~ ,
~ 9 i S ~ f t `stir ~ ti , I ~ , T.~,,r ~ t ' ~ ~ ~ r' ~ ~ F '~"'y4 .r ? ~ , , _ : C~NSTRUGTION LIMIT
t ' ~ ~ ~ 4 ~ ~ l 4 ~~r` ~ 4 I ~ i ~4 \
~ ~ ~ w. 4,j,p' ~ y,,, , ? ~ r . ~ , ~ ,
~ t d~ ; W_...v_.. _ ~ , ~ ~ , } W W N (y Q W
l h ~1 ~ ~ ~ ~ S .r.a,„., a. _ ~ i ~ t7 t a r ~ F ' , ' ~ , p F
\ st ~ 3 v ~ ~ 1, h , d \ } ` ~ ~ j ~ ~
y ! i. 1 ` n~ . ~ ~ w. 1 t ~ ,r~~ ~ ~ ' , s, !y, k. . 1. i j ~ z ~j CJ W z m W
t~ , , i r,,.. ~ O y ~ k . ~ ~ t! r , f i , ~ / ~ i . . . ~ ~ tr x m Q cn W
r • ~ ~ t } ! r + ~ i i! i f r~ v t l 1 j , `f 's~ ~ } 1 W W LLJ V) z C --7 C) W
~ ~ q f r r i ~ i ~ T ~ ~ r f~ j, 1 ~ ~ 1 ~ { , , ~ ~t. t t .4 ~ t , J , j $ < ? i
~ t f i ~ 4 ~ ; f , ~ W C1' LL' ~ = Q d tL CL O fJ
j F, i 9 N - ~ ~ V ~ ~ \ t r;~r ,r ~ \ . ~ ~ i r~ ~ ~ i p t ~ ~ 1 i r :7` ~
y ~ ~ ~ ~ i
~ ~ i ....s - r t u t r~ ~ .
~^y ~ l i
1 ~ 1 i ~ ~ r' n r : ~ tiw t j ~ i . n,s , ' , ~ , t ~ ~ ~ 1 ~ ti 6 ti
y, v .,y 4 w 3 , ~f.. , ',a ~ > 1 i , 1 ~ , ~ f I d
r % t, ~.w.-,-..... "r~~ ~"`*w J \ J~? Y,r ~iw~, ~ ~ ~ ~ ~ 1, 5 1 7 r t t ~ ,
?.'c *y ,1,h \ ~ ~1 it l ,'Y ~ ,~l ~ ,.,n.... i ' 1 /y i 4 f~` j , 1 , F" ~ ~j S, _
~ 1 E 0 . d ~ ! l i 7 [ a- AOL
~.,ti M ~l Ar r ~ ~ + r w,. r' ~ f, M.~~n.M i. - , r Et; 0
r n 1 r \ 0. w \ ~ 1 f h~ ba, 4 o ~ ~ , , ~/f i ~ ~ tam -JAM= -
x e, ; s .M ~ ~ 3 . • i ~w .....r ~ 'n ~ , . ! / f `y 7 . t t., t , ~ 1~ LO
' ~ ~ , { ~ , t ~ , w t , ~ , c . 1
t ~ ~ ' r~ ~ ~ ~ - , . ~ r , ~ , ~ i w ~ f ° ~ f ~ e..,,.w._ ~ ,r ~ l ~ i
i ~ r> p ~ i f r ~ ,.r , r ~ , r 4 r ~ ~ \ ~ r i";
~ ~ k ~ , . / w , . i } i , r t fit,
~ ~ , i~ t ~ ~ ~ ham. , ~ ~ - t ~ w ~ ^M,,.~ \ ~ ; 11.1 ~j Gj z
a F's /~J , ~ ~ ~ ~ r ' , ,:w r i r ~
~ E ~ - ~ r~ i rl i 0 1 .Jp ~ ~ ~ , , , ~ , 1 s '
~1, . t r ~ tl ~ ~ i 1 j / ~ , , S ~ t
; r I ~ i i , ~ , ~ ' / r ~ tiw, 1 r ti r' f , ~ ~ t`
t t S t t . 'yam`,.- f 3 /`/1 ~ ~ sti s rr t r ~ ~ > . } ` l _ r i ~ , ± j< - _ , y t k
2 y { ~ , i~ d~ r` r,f rrt3 if `S a~\~ ` , ( ~ f .r ' ~ ~ ~ ~ r~ 1~~ ~ ~ ~ i ~ W
~ , t ~.r ~ , t ~ , a.._,. 1 ~ ~ ~ , , \ ,
i i { ~ I ,i E~ I . : . ~ S r w ~ ~ f ~ ~ ~ ~ t ~ ~\n f i rv•~j
~j ~ N; „ r s R i ~ ~ 1 +r r r jr ` n { P s i 1 t S 4 M• dd ~ , 4 ~ _ I ,.1 ~ f ' ~ r ~ _ ~ , ~ ~ F . . , i ,
E ffr; i'~ 1 ~ ~ , v r ,ti , ~ l n; .~^ti t r * t \
( r , r ~ ~ , i~ t r - ~i , ~ . i ` ~ r,` , . h
~ ~ a r. ~ • f 'E ( ( f . ~ { i , b - , . I r n r j l~ ~ ' ~ / 1 4 t, , m
< ~ 'y ~ ~ ~ a _ f ~ t ~ t~ ~ ~ ti ~ ~4 r~ , , 1 ' ~ - ~ , ~ ~ r ~ .~M ~ ; f rE
ti ~ w k s ~ ~ ..r . ~ r g ~ ~ J< ~ ~ l r ~ , ' ° i t ~ } 4 \ ~ E.
a 1, , t ~ 3 , St~'ti r •t 1,~ ~ 11 ~ ~t ~ ~ ~ JJ 'j , , . , ,r.
} . . ~ l , ~ t 7 n ,.,.m ~ • ~z, / ` ~ 4 , •j ~ ~ i ~ ~ ,r ~ ~ r' I ; ,w ~ , ~ r ryw .
• ~ ~ < > - ' ~ , ~ ~ i ' r` i ~ '°n r . : „ : ; r
~ ~ f ~ ~ ~ ~ i ~ ~ ' '~,,r~ ~ t ~ ~ , ~'ti _ \ ' ~ ,r~;-, J ~ e. r~ 1 ~ ~ ~ ~ , , , y d t ~ .,f - i ~ i t
~ 1tt , < ~ ~ w. ~ ,f r , ti ? :y t .r ~ 4 , W - ~ E j '
a.. ~',h . 7 '~tr, r , ' ~ ti C .
~ ` ~ ~ _ i' i' ~ i ~ sir ; ~ ~ _ ~ ~ ~ ~ , , ; v R
~ f r ~ a~~, r v{{ via. , ~ ~ ` ~ 4 , Y
/ ~ ~ ~f,' t ~ , f / r , ,\J r i ;
~ 1 ~ ~ „1 `t t i ~ r t, ~ .t r ' t i J ? 1 t
i y ; t w L
t ? w ~ ti ' ! 4 ,
r 1 ! i Y o, i
, i Z CO
,
Z 1L
7 , r
7 , f r j (o
, ~t
z ru 't 4c W
` .
r z 1 E ~ j 71 , ,.w CD
i ,
1 i , r t / ,fir 1 , , i
131 4 :
m
, 38
Ile mumm"m ' b L0
M. i , , ti r l t {
ET~ 69' ) OF/14,0 MATCH LINE S`EE H`8 (L, t ~ P W
z
27-- 26 29 SO 31 38 t 38 A 11 DRAINAGE
V/ 38 1F HIV 444 4V J
48 yet/ltttt!!!0!! iar, ~~ly Oboe ~LLL c
FAA 47 73 qr DDT e®~ gN•POAq a4 \ ~ • ~ ~i as Q ••q ? ` i TALBEiNi ULXL ~UGHT
3i p~ k 50 25 0 50 100 150 •Q • o .
so g6 W t, 4 a • r ® . ~ ss}?• _ : 4.. SEAL r . w ENGINEPIUNG &P GCONSULTA )NSULTANTS S HT.
Z 61 ~l a • I46I3 • r 26421 • e w 'd • 4944 PARKWAY PLAZA BOULEVARD, ARD, SUM 31 . 52 A SUM 350
. - -y .•F (V , SCALE IN FEET q? NORTH CPIROLJNA 2$217 40 HDR Engineering, Inc. IN 00 00000*0.40 NA 28217
r 1 =50 ai ~ ee of the Carolinas A, ae .v~ t G , c PHON& 704x426,6070 FAX 70+426..6M ~C F-426.600
a !®p ttttw ~1 ~ ~ , ~ nttrt ,l ~ ~ ~ ,p n OF 140
F,,, Street, Suite 400 1 Charlotte, NC 28202 www•talbertandbright.com I 128 S Tryon 1
=mood

. , f_.,. r. l
. , , . . _w ~ ~ . ~ . 1! "r_ ~
f, ~ ~ t ~ ~ h r ~ i' t, < 1 ; rrr ~ 1 ~ W LO
1 ~ ~ ~ ' ~ f EXG } w" y , ~ i j n ~ i J i A f i ~ r i ,r r .n• J ( ` ,l. `r fN a Ry? •y' I y a / ~ F jt d
`t r ~ t{ y 4 i .
4 4 n ,ry, s ~ ~ ~ ` ~ 1 Jr ~ ,1 j ~ f i r• r r , ~ r ~ r , J ,
/ f ~ ~ i i , Y r ' Y"1 ~ ~ ~ , , t ~ ; ~ . i ~ ~ r
r- ~ t 1 ~'Y~ ~ ~ 1 , :r /J f Q ' ' f `r tip. ~ ( , r > w~i , ' r ~ . ,f.,~ r, f ~ , ,
n I ' ~ . 1. , r ~ ~ ' t . ~ '
,r ~ ~ $1 t ` e 1 S ~ f t.. a r;' r ~ - i E _ ~ ~ i . ' t f ~ r' r.,'
? +f ,j ~ ~ ~ ` ? I ~ , _ to
l ~`i ~ { ~ r i / 4 1 ~ ~ I ` 4 ~ r ' ~ ~ , O Z
`4 ~ i t i ~F l' .w ~ f t ~ i i r . 1 ~ : ~ i r ~ - r 1 - i ~ t t
~ ~ 7 f 1 , \ i 1 ~ ~ U
~ l F ~ i J r ~ w ~+7^p ~y cr
ti r ~ ~ M1Y n~ ' ..a's? w y rr p ` t > ; I~ ~ , r . ' X'~~~ f~'TI~rC l;~lJ~ ~~J I ~ e ' . f 4 {
't ~ } i r r r t ~ ~ ~ i` ~ , , ' , ~ ~ .
. x k y~ M , y / ~ j, f r r / r ~ ? r_
{ R 1r ~ / / ~
' l ..d ^rw ~a f r. i f s i ' r r f ~ Y r t f LL-
+ r 4 ~ ~ r , F/ t r ~ t ~ ' ' t ~ ` x > ; W
ii S i ~ .t ~ ~ } r ~ ~ ~ ,ti ; t ~ a , . (I1 _ W'
~ ~ ~ s
~ _ ~ 1 ` < r F ~ , ' i. ~ ' ~ F ~ „ r ~ ~ , ~ ~ / i -
\ r ~ 1 ~ ~ , f ~ r 6 ni ~ 5 1 . ~ ~ fs "4„ i ~ i
,i ~ t ~ Y r ,e s 'i r u. t~ ~ .
d , f~ ~ L/ C J Iw~ ~ Y ~ ~ ` z~' ~ „ r , s ~ ~ y 1 ..t ~ ' Y ~ b i
' n' 3N ~ s ~ r ~ 4i t ~ ~ ~ ~ ~h f Y ~ i . , - l i r yy r' J ~ ~ ~ N
B~ t ~ r 1~'. ~ ~ - ~ j r e i .i J ~ 1,.? ° • ~ i ; ~ y ~ , j ~ , F - r~~' ~ 0 t~ L
vi ~ r ~ i ~ ~ , i r ~ ~ w. a 4 s s y i ~ : ' i ~ ~ a e ~r ~ r r ~ r / ` t ~ G9 Ca
. ~ 1 - _ 3 i - i ~ b i r ! ~ - , F r' e ~ ' . ~ , ~ i , , r~'"~ ri ~....,.q ~ t. 1y
Fr ~H ~ a i~ , ~ f• .i , e W W 0 m C/) W
~ 4 . . ~ t i t` f \f s r ~ ` 4 J ~ n ~ ~ a 7 i 9 tit r _ ~ , t s' .k ~ , f ~ a e ~ ~ ~ , j r i t ' , a ~ y.:
< ' r ~ , , r,r ~ , , ~ ~ z i ~ l
.RSA) . ~ ~t ~ k\ \ I C t ' _ l P } r ~ ~ ~ . 1 1 ~ r` ~ .r f` / , r m m ~
1 d` ! i ~ ' i t ' I IiI < P k ~ 4 t r 1 ~ ~ r' P a ~ ~ 1 r , r F- F- M C) (t) W
~ ~ ~ ~ a r ; f _ ; J , r i Z W V) W W Z Y U W
< E ' ' ~ ~ r 3 { ~ ~ ' .r y. s , i f `,r r ~ ~ s'' j~ ~ r
w,` f ~ s ~ ~ ~ i s ~ r 1 r 1 j'. l 1 ~ / _ ...w J . r I ~ ~ , 7 r ' Y ,s © n tl o U
~ l f - ~ I , r •`4. ' ~ ..........a` i r ~ ~
x~ t t ( ~ f~ ~ ~ I ~ `t , s+C ~ a r 'a ~ - , ~ ~ f i ti ~ ~ i 1 <
1 / % ) Sri f r , ~ E ' S ~ ~ ~ ~ ~ <
vs , i~ ~,s 7~ ~ ~ l ~ i , t J 9 / ~ .r r i i { e .`r j ~ i . ~ 1 J
. ~ ~ r f ` .r......~ < f v ~ - A/f 1 1 F 1 ~ ? I ~ l
! 'K } 1 r, 1 j { {j 1 ~4 ) ? ~ i 1' ` F 1~ 1 e ~ ~ 1 , e* 4 ' f.• 1 a~~ ~ t ~ l ~
f k E ? i 4 ~ i ~ l , r ~ t ~ ~ 4 t r x wt; yam:
i, r 'i f f k ! ~ H
~ ~ t f~ ~ .~r ~ ~ ~ ~ i r 1 ~ ~ r ; ~ ~ d r( J
s' r . ~ ~ 13 ~ + s " i ' ~ ~ ~ r j(
~ 7 , ' J1 W 1 ~ ~ 4 i w l r ~ , r ~ ~ E ~ r i Cl)
/ f 1 f~~ 1 i~ ~ 'f f { f - ~
~t , 1 i ~ 4 r i (f ~ ~ ~ i f ~ ~ ' ~ ~ ~ ~ 1r ~ . f,. '
1 ~ f ~ , ' r ~ ; ~ i - t
1 f f a r t w ~ r~ ? 1 r r < , r
r y ~ ~ i l ; ~i # Jf ~ ' ~ ~ ~ ~ ~ t
yt t ~ ;Y fi .i ~ ! ~ fiy ~ ~ f t ,
F { ~ t ~ ; t~ ~
~t r rt` ~ ~ ~ ~ ~f r~ fFr ! t lldJ H
r ~ ~ 1t ~ a _ .V ~f s ~ 1 j 1 ~ f . ,
IOR MAT1`1NG t EXCELS a ~ ( , j + I i i ~ ~ 1 r , ~ i' ~ ` . ~ r r ~ ,
~~C ~ ; ~ ~ ~ ~ , 1 P
i `v, i r I l t` ~ t ~ ; % ~ t ~ ' r ~ ~ ~ ~ 5 ~ ~ ~ ~ , LLJ
r" ~ ~ ~ ~ ! i~ P`' ~ t t ` ~ ~ ~ ~ ~ f ~ ~ ~ f
~f i i ~ , ~ ~ r ~ t ~ ~ ~ ~ ~ ~ ~ i i 'f ~ ~ r ~ ~ r,/
s ~ i.~ ~ ~ s, T 1 i 1 r C ~ r' , n t ~ t ~ ~ J i f r ~ ,
a ~ / ~ / ' ~ ~ I if ~ t~yN
_ ~4 / _ ' t ~ ' ~ ? ~ ~ i ~ f r ~ i . ~ Y, r r
r, r` ~ ~ , 4, i ~ ~ z i f n;, r4 w,. ~ , ~ i ,
~ Y ~ t i j i f ' i - ~ ~ ~ ,i r ~ ,
f , ;E f ~ I` 3 , ~ r
~ ' ~ - i ~ - 1 ~ ~ ~ > ~ t
',Y i ~ ~ ~ 1 4 , , , ~ ~ ( r ( i . i ~ ; r` ; r ~ t ~ ; : , ~ .
w, . ~ t , r r' } ~ /
_ r . _ r e~ s' ~ tio,; r } . , ~ , r , ~ ~ r ~ : , r i ,
~ ~ ` r / / ~ ~ 1
~ fff .v. 1 1~ f ,4 n. x / (1 ~ ~ r ~ - f ~ i ~ ' < t ~
i 4 ~ i ~ i t ~ r ~ , t / ' z. ~ } ' ~ ~ ~ l w
i ' ~ , ' ~ ~ 4 x f f. j , r a t . I ; d Jam.
~ i a ' ~ _ 4 - i ~.P~ l 4 ~ , , i 4 r' s` i' f 1~ i~ ~ ~
.-..w.. "n. V 1 ~ 4 , t i ~ 1 ' f .w ~ f ~ } / ~
, r f
r CL L0
• ® W ail
i • 1 } y / r ' .t 0 1 F J 1 r`~ ,
j r j
x , r m I z U.
r
' r I x f i , v , ,
/ r t
i , < i
~ r r z
e , „
-724 f ,
, " / l f j t cr. z
! t y C~
t, v I , s , U)
S E
r m
ti F ~ i , 0-
11: -777777 om c
, i r C
--M JOR."', LIN EE 23 HEET j i f MATC iw E OF, 140 H LIN ' SE ZKT A71 I r' Lil
Q z
i1 ge 29 W i71 32 W 30 Li,.l
,e r 9b 37 so v DRAINAGE +a`wNlAMipBt>t~j'~t \ 48 Ott t 111t
y T) T
47 48 48 Go 51 ' 62 155 c o , 'C''' ASS o ° • ~ / ? • ° • ' -UGH'I
as 167 158 IN" P 0 50 100 150 a r Q` o r • 0 2'. 50 25 . Q
SEAL. r - = ENO MY.M0 & P G OONSUILTAI ® 13 26421 )NSULTA M S HT. 51
8~"; 8S SCALE IN FEET 4944 a . : ? PARKWAY iC"!AM BORI"AWt SUM 31 $ .F ?D, SUM 35?
e = y ' •F tc, NORTH CuA~OL1NA 28217 HDR Engineering, inc. iN BRA 28217
1 =50 of the Carolinas . , D A. E. G E , t k PHONE. 704w42b•607'0 AX. 704.42 ®q oo 426-M
®ttpl!tltltlltldt+ ~ ~J! r r r t t t t t www.talbertandbright.com 110i. 128 S Tryon Street Suite 1400 Charlotte, AIC 28202 l2 OF 140
5
- - - - - -

.d~
~ t ~ °e ^v. r . r ~ - , j , f' s
I ..,4 ~ h . r~ J { ~ , ~ 1 ~ J, , i r' ..,1 5 L0
. .,w ,.9 . ,H ~v ~ v~ W d ..N
..v ~.J ice.. y { tr ~ , yy~..~... ~ 3 A ~ ~ ~ r _ r , , ~ . Q ;
j ~ ~ ~ j) rf ~ ~ ' ~ ~"+w.,~ ~ ~F ~ 5 . .AMY f k f ` P Y 1 ~ .}S ,i ~ ~ r ~ '.r.,,y~..,..... ~ ~ .,/""may' M... ; ~ ~ ~ , i 1 M' r, i ri - ~ S
SS P .t ~ r r ~r .y , e a i., p`. i r 1 ~ _.r'
f ,__:~.,,r . . ~ 1 ~ 9~ M` ,r ~ ~ s ' .
r~ f . ; ~ , t 1 ~ t f i r k / f + r
r i ' 3;. , ~ ~ t , ,,N~ _ r l I ~ . j = r q ~ i r r r ~ , »N ~N d
j > , r , ,,s ~ .j , J r ~ . ~ r.,, , a - . .v / r f ~ r J ,t
r r . ,::w S ~ .u (n
' ~ i ff 4 p r p ~ ~ ~ ~ ~,*y7 i ~ 7 7 i ~ . S z
; . ~ ~ , ~ y. F. ~ p~..r o z
- ~ t' i ' ~ . ~ ~ r ~ . ~ ~ ~ CQNTI~- ~R ALL NOT GRADE r e ~ ~ ~ _ ~ . ...v, n^' 't
r , w r ~ TH~~S A A UN DIRECTED BY THE r ~,w i J r i
; a.<, v...,. i e F i .i ~ , `a. r ~ / ~ 5' 1. d r V)
v t , i I ` ~ ~ ~ 1 y j~ f., z
,~'r~~ y , n ~ 4 , ) - r.~ .,.,.,.w..~ r ` _ K ~ r , , . i ; U
~r-w.. ~ J r t~ w 'w f /'1 \ ~ _ _..,w.. , ; o . , 1• ; , , 1 ~ < < tl! O
f~,. j v......, ~ ..,..y ~~,..,...y ~ r w' d M S t ` .....w , 1 r Y i w
. w. ~ .,,.J t ~f ,,1. ~ .r r' ..,,n ~ Y F. ~ h. r ~ l ~ , ~ W
+ilY y' ' ~i. v... n s `f ".+t.. jf ,.a r . w , I , . ' V)
. rv,~ J ~ ,r,_ _ w, . , . . rw ~ z a ~ ~ w 9,, F y w, 4m.~~ r , ~ ( ?J ~ Jj . v
Owl J ~ ~ f r . \ .~,,i 1. ~ ~ w.. %.1 ~ .,.,.,v1.. w w, v 3 _ ~ .M. 1.,:, , tt e t ; - ~ t ~ ry
w . i r, ~ 1 ~ ~ .r .-r .r . ,r i'i y 'tom r y n y....__,. i ~r t ~.r _ w - N N) mot' t17
„ i . ; ~ , . r r ~ , t~ , ~ ~ .~,,w-... , i w ~ "f
- , 1.~,., ; ~ ~ ~w . ~ ~ 4 fix, . w., • r ~ E i ,~y , ,
i ; r.,, , - `S. ~,.k . , , .f ~ r , r. r ~-v,~.~ N cD
L..'1.1 -..4 ~ -...,W... ,4 , r ` ,r : r w. . z. ~ . t ~x , . w, , . U Lo a C7
r"a . a ~ - ! F ~ '~t l ~ S ; . . _ ,~ti~ ,.w._..., ~ ~ r . kR .w 6,°~ .r . ry. a, V , ~ N
S ~ 111}}} i ~t ! r` k ' ~ ~ ry
^w. mow. r ("p ~ ~ ~ 1 ~h~ W W N Q W i LL f2. N ~ d
n( ? . 4 p ~ 1 r ~ •.M1~ ~ ~ . f ~
I ..s.. ~ r' ~ . ~ , ~.,~...a vow
. - - ` ~ J -,.Y "`vm_ i , m z o m w z c) cn
. ~ ~ a ti w ~ ~.w.. w f ~ t, w
4 ~ ~ ~ . ` , ~ ~ ' ...w - , 0 C) w V) w w
t w ....w...,...w - .w w
ti .r w~~~~y,` ~ s ,i ~ - e. w.... ~ , ~ e, ~ \ . w w ~ w _ ~t~ tL CL. D U C~
i t . ! y "''A ~.M ~ FPO
I J ` ~ ~ ~
y 1 „ ...E _ _ ~ ~ , ,
1 ~ 1 1 ~ $ a~ ~ , s ~ r~,, ° ~j ti ~ , ~ l./ w
i ' ~ F~e, - 'C 7 j { p~ T ;,1..,,. O ~ .y ~ ~ a f;
er' ~yY ' y 1 ~`1.a. . ` e >y t ti . y x now
~ 1 , t ~ ,
~ ; ~ ~ r '9~
1 \ \ ~ U ,.,.,y , - R- Adikk
u w y ; 7 r J o
, , ; ,r' ,
b . ~ r r ...K ^.'l f I ~ ~L ...r r r f ~ r' y _ a
~ x •v ~ ? ~ " ti. ~
~ ~~n ~ ; ~ ~ ~ . ~
r~" ~ l ~ ~ J3 i _
. ~ i` ` w. ,
r' s, v-. ,Y. , { \ na=r j/ V 1 , r. , ~ , e ~ . .t ~ ~ . ~ t -
, •r~.„~
~ , „ r. "r 'S. . ~ 40
w_~.. ~ \ r tip,.
~ lr' ~ \ 6 r _ ~ i ,.l z k Z
~ 1 t *6 j. ~ / ~ f c. „ i „m 1 ry r",~.,y ,,....ter,., l r r, t /rte' n , Y \ F. ti +
i t ~ 1. 5 i ,r ~ ~ r' 1. W
"b f lf~ ~ y.~,uw ? l ~ / t
I,/ , ~
, 1 ~ f J r ,f ~`~S/ ' . b, f` ^ , `..y,
' ~ !Ali ~ / ~ t,' ~ ~ h ~ 1, =,.,L~ 'ti ~ . 3~ ~ ti ~ h ~ f ,
' . i . f , ! ^ f ~ , v ~ ' 4. t
r ; r ~ r r l,.%' ~ : i ~ ? ~~1~ 1 i r a
s ~ ~ / ~ a t n . i i 1 ' w/" t 8 , b.~~r J
r. r J t . 1. ~''n. 1. i 4 ~ t ~ ~ r
, - , ,y j 1 i y~ ~ ) 4 ( ~ t t ~ ~ 4 f {
~ ~ r e''~. ~ ~ ~ ~ , r - . , r ~ 4 t , ~ ~ ~ v ~ N- t E ~ ~ " ~ t
t 4 ~
M,. , . i ~ , i t r r' J ~ ~ ~ ~ r" ~ ~ C ~ ~
j~ C w A,,t r' r fir' fl,.: r ' i "l ' ~ , ~ ..1
; ~ r r w. ~ . , e ~r ~ i~ ~ % ' r' ~ ."ti .t~"+ ~ ~ ~ , } ~ ~ , ~ t .y . ,
~ , l~.'' r r , , r , ~ny !.r ~ , . ~ 4.. ` ~ t\ y 4 W
, ~ r , t ,Y r . r ` f i ~ ' r x r . , ` ~ ~k 4- , 4 ^ y s t f , 4 4. Nm .r~'' ? ~
. r r t i , ~ S, i ~ rY3 fir` i ~ ~e .i ~ t t e ` 4 - < . . Y k ....e
{ ,,r~ ~ s ~ ' i ~ i ~ .rr it fin. r r°.,~ ~ i \ f .....f v
w.. .v j ' P +W :.,,rte t.. } ,
{ s : : L0
r ` , ,
r r
f , 1 r J f 7 d t 1 , F Y ,
r .r t , r , ,Y r, J a a t` <
E r r s f , f ,
, j s i t ^ ~ r , r 1 W ~ OC
: s X A t JW = taw
j co co co 'XeI.X \ Ct~ Cy. V- 2 r i r
4' ~ frj t i• i w, ,r ~ "ten ~ ~ , + n f , i ~ L. L r
W. W
a r 1 ,
r r o r ,
~ k
d:~ 'f ! JJ t F r ,.o { r `
e k s 1 sl r
t C~ CD
, N
0
1 r, rr f 58 140 MATCH, UNE 'O=E "N' SHEET j OF 0 MATCH 38
Q
v 23 29 30 31 32 33 34 36 138 W
DRAINAGE 48 #0101% 1 # "Oft, -i f7
rzrY., ray-'^„-, a;t= SO 14. -0 T% .00906.
49 4® p• ti •,J • ~ i : p k 0, 6iurl i
50 25 0 50 100 150 r . t
168 1 • ;Q SEAL r'. ° 146 _ ENGINEERING PLANNING CONSUTA 13 26421 )NSUL [ AN 1 S SHT. 50
• : -o • a 4 PLAY PI:AZA BOUIVARD, SlU1TE 3! SCALE IN FEET eF t~... s : 9 tc, . , Ot S=350
1 ..ti p ~ - FN F.•• p, 1 . , DR Engineering, Inc. , IN • NORTHGAR!(7LM 28217 le •90 e•° ~ w K. 28217
® r U 1 --50 C . A of the Carolinas D G PHONE; 704-426-6070 FAX 7t470442A-(M r k 42G-6080
°tAtsaeurrtro~, IL ° www.talbertandbright.com n OF 140
- 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202 jD7 TALBE Film
- -

h
f k,;.. s F , v ? 7 77 77
r ~ 3 s f ~i .r' r ~ , t .r . .m r, ..~J^'' r~:, `~q, Y;;. ..-..mow, ~ , . • u, ti . ~ , „ w k .r,. ~ 4.w/ .Y LO
~~I • ..-nor..-~..wr.w. ~ vv w w ' ry F . W d
r`1 s r 4 r , r , ~F/ . , . , ~ A ~ `sue, i © 0
, r f ~ r. F . ..r , l,, ~ ~ ~ , i , ; S 1 ~
. ' ~ a. ~ , r ti.,. k, ~ r r l
.M ~ t!~ r~' e ~,x. , t .,ti . r , , „ ~ ~ t,~
1 ,r° ,.A~ fir.' r f/r r,•r V .rte .'fin '~J ~r~ ~ ~~1J ~ . ~ ~ r rw^."... ,....ti ! j , . , ~ • , 3 ;
. u , ~ J t
~,.J ~t y . r 9 r~ ` E~ ! ~ r r. a ~ ~ ~ 1 ~ ~ ! ~ ~ ~ r ~ ° afro , ! I w.
• r ~~n " 1 i ,'`ti ~v f . ~ ',1 tit. ``may '
s ~ ' ° ,y' r E . r ~ ,,y r , ~ ~ • ~ a may, ~ w. , cr•4 F;~ {
. ~ r r i ~ ; ` ~ ~ ~ t << ~4; . w. .
~ r w, ~ ..,.K \t ; ,~r 5 .b f"` f , r am. ~ , _ n ~r:r. ~ , a f. ' ~ ` r~ r „ ~ ~ ~ r,,~~ , ' ) , w , l ; , _ ~ ,
~ , ,r ~ ~ ~J ~ f,~ r :A F W. Y ~ N i , _ ..,n } 1 f ' i , ~ '1._ f ~ ~ ! ' s ~
. r.~~. r,,~ ' FOYX n_,v.. ~ r`, y J ..r"... ~ ,..µr..~ ~ ~ ~ F,,, j ti,, , f ~ ~ i M~ ~ ~ ; 4j
/ y. r - 1 A / ~ r , ~ ~ ~ e........, ` ~ ,.,ti ~ x-~,~ r e~ L. ~ ° _ , . ~ r ~ ~ G'~
i ~ ~ . r ,r ; . , t ~ y m.0. , ~ •,n.• T 1 a 5 ~ t ~ , , ~ w. k , o., 1 U
Ff r / r r,. ,m r ~,w r ~ f J f ' ` ~ 1. , ! ..F , „
' f ~ ~ ~ ~ ~ , ,r , ,mow. , L . j ti~ `~-„M , ~ ,1 ~
• .ter / ~ ~ ~ d' r ~ „ r e M n //y~/y~7 ^ , , ~ ~ J M1 - r . . S.
' ~ ff ' ~ r ' ~ ! I ~ ' ~ ,..w VV~".ti. w;, i t~ ~ x.,31 n.,, v.. ~ , , Iii ! i
s r . ~ .r, r ,,T- ~ z. ~ w. ~ .,,w 1 ~ - c. J, W
, , r" % . 1 t ' 3 t ~jy „rv i_ • 3 , i ~ ~ ~ < ~ ~i . ~ ~ ~ 1. ~,~y•
, w.,....., . i , . , f,. ; ~ w,. i ~ ~ ~ ~ .w.. r'-- N th d- tt7
~ ~ ~ ~ ~ ' w ~ " t .L r , S S 4 ~ \
J ~,i' r e. n` f,•. r r' ~ ~r : ~r ,J i . r. ~ `t ~ ~ ~ q . ~ i ~ y vw..... ~ ~ ~ ,...1
.r ~ K r,. r' , / i ~ • 1 } ~ .R '.r , . "t t ~ :i
.J i. y."" ? J, 4 II , E 1 1 ~ w j C) Lo Q N
r ' ~ ~ r.,wµ,.. } x , ~ f f ! ~ s t.
. , F 1. h, l ! ~ i. j v ~ 4 , ~ t-- 0 m ~ U
, i ...r,+,...,... i r ~f'q9~ j „ ~ r ~ f ~ t a „ i . ¢ ~ , W W N (,L, d W CL n.. N
' _ , t ~ , r / ,r ~ s ! ~ ~ ~ ~ ~ r - i ~ a ~ ~ . 1 ~ t
~ F. ~ ~ , \ ~ , a ,.,.w„a ,.:,,~.W .i Y r ~ , 0 i \ ! f S ` ~ ~ ~ , ~ ~ ~ d ~
r,. ~ f r ~ ,,,r.... - .M. ; ; r ~ i. N ? ' . s f , . 6 t ~ ~ , ; ~ ~ ,r~ t • _ m W Q m uW F-- a- m © Vn
i f t { , i .y. } • ~ , ~ ~ ~ 4i. W V)
. ; , l ! ~ ~ i ~ , 1 - ~ Q C) Z LLJ
f 1 r _..w..M r ' ~ ! r ~ ,r _ / ~ ~ ~ ~ 1 Y i .i ! i
;f f ~ r ! ~ ~ V ~ t'..(I y rv'Y, ' ~ 1 - ~ ~ „ t t.. Gl 0_ tl~.. C~ U ~
F . ' ~ ~ r ~ ~ ~ ~ r _ ~ r , M,,,,• 1 , s, i ~ t i vo„ "'r .
.s r S ~ ~ . .r^i ~ ~ s ~ y ~ i i ~ ~l ~i i`i ~ ~ ~ ~ ~ 1 ~
! ~ e , l e ...r i ~ , r 6 i ~ .`1 ` 9~ . ~ ` l~ r
~ ~ . - . ~ ~ r ~r t . , i ~ ~ ~ , s r ~ ~ t` i
E ~ • r i . ~ / r: f ' r x ti r t ..w 5, ~ i ti 1``
• , ~ ~ ` ~ ° " i .L Lr,
, ~ M- 1 t ~ l r ~ , n, J i ~ ' ~ r' .f . i ~ 't / T' t ~ , 1
, i r , J F ~ ' F ? ~ ~ r i rf f .n... i . ; ~ r ' ' I' Y.. ~ , , r ' n i ~ J i ? n , ! ~ , ~ ~ ~ ~ t ~ti ,r r ~ ~ ~ ~ l
~ r , ~ a ' ~ r r® ~
• M ~ ~ ,r 1 ! , , ~ . , ~..k ~ < ' ~ , w......... , ~ 1 ~ ~ ~ J ~1 t ~ ~ / Gwo
,y r ,.~'v i r , Mir l ~ ~ ' ~ 1 i .e ( y
r r,r' mow., „ / ~ ~ ~ r' r'n a to
~ r' , { t ~ i i ~ ~ f
~ ~ j! ~ j S; ~ 1~ 0
r w,.. ~ , ` r ~ / i f w
" , t try ~ ,..m F / , ~ ~ ~ IIIMMIII I ~ 1 e'~ ~i r 2 W •
~ ~ • .M ~ ~ ,-'f ~ ; / ~ I - r ~ f r. Z
i ~ ~ , a° ~i v r ~ r' ~ ._,r f Y r , A. ~ i ~ , f s CJ) Mimi
y / ~ . ( ~ ~ Uri ~ 'M .w , I i ~ r ~ r t W 4400
J j"~` r rf F- W Q
. r . • J, r , r , ! ~ r~ a/ j / 100% 0 z
r ~ , s+ r',.......v i ~ ` ~ r ~ t' ~ ~ ~ { / J r
~ ~ , ~ : 1J a ~ , a - r r f , , t It I r i S' J • ? a'
. . ~ N 695 ~ r , ~ y ,s~ r , , F ,r , ' ~ i - i ` ~ • , ~ ~ ,
, r s,W ~ r ~ e,, 1'' r , `^r.. f , ~ , r ~ `
r r ,.n,,....~ ~ • ~ J .r i ! k ~ , / r ~ f f ~ F, ~ , ~
r, i , ~ ; . s • ._v_.. .a._ ~ _ , r r ~ r" ~ r ~ ~ ~ r f ~ ` ~
~ :irM. ..v ,..r y , / ~ J h... f ~ j. 1
, . ~ , ,0 e ~ f f . „f r ~ . , •
~ i ~ ~ 9 , ; r / ° r ,„ram' , . , r ~ r r ~ ~ ~ ! n ; ~ ; . E` , ` ~ ,
r ~ ~ ...r ,r ~ J t r'~ ~ s' f' , 1 t' , ' ? r . r ' ~ / ~ 'r ! _ ,
r . r f r i'"fir .rr. - ~r it , i x''• , M 1 e e' ,r' ~ t , r ~ , „r ~ . , , i
7 i t 1 1~"f 1 ~ / f~ s r~ rP r ~N ,
~ y/' r' ~ ' ~ .ff' r f r' ; r r ~ ' • ~ 1;
1 • , ~ / ~ i ~ ~ ' ' i ~ a1 ~ ~ r f ~ ~ ~ r i ,t/ 1~ ; ~ it \ t' f f~ ~1 f ~ of ~ f ~ ! ~ / ~ e r + ~ a ,r-'' ~ ~l r I _
1~ 1~ ~ ,t,f"F J, fi ~f ~ ff zl ("~f ( ; ~ ~ f ~ ~
t r'~ f` f ,r ~ ~ ijf~ f ~ r ~ f l r ~ r~r ; 2 f t ; , ~ E f 1~ ~ ~ f it / t~ 1 f r ~ r: r~ .,.r ; ~ ~ ~ d ~ ~ ' i' ~ ~ ~ ! ~
E f I~ ! ` f ~ ~r ~ ~ 1 ~ ! , ~ ..,~,.._..r ,
r... ~ ~Nti ~ ' . ~ ~ - . P' i t f~ r, <~r ~ ~ 1 I f r d' r , ` ~ !
! / / ~r ^ r d 7 ~ ~ r 1 ,r .4 i / i ,~r , j= • . s,_. Q
i r t j ! F ~ , , f~ _..w .
°F i t t I A , , i , om Lo
f 694 : , , .f ° ® ~F
. i r , r r s-
ff r^ y Z) Z <0 Lij
eC C
, r , i L
J( 1 • ..J Z C)
A , , N
•
i x W
4 J_..
f 1 i A: . z co c~
` , cr.
x 7 /27 ! rr' r A . •.r „ rJ J i. f.
4 i J' r f 1. r` V) 4,.
ti fns r l
r ' , i ~
1 now 0
I , w r
H E 57 OF 140" MATC 3 H, E CH, He- W
30 `Q z
iI f~ 0 30 31 32 as 34 W W W
V/ 38 p!T ti ; ~lii DRAINAGE 4 X0stiu1161ee/eeh , s w , i r r i, _A
®®~®t A r ~i a
47 I'm IW ~50 sl 182 55 a, o , TALBEIX I &B ,U,GHT
as 67 ISO 59 on 50 25 0 50 100 150 . . o b . 410
w . ;4 SEAL r'. = ENGINEERING & PLANNING CONSULTA~ 4613 - 26421 3NSt3]LTANTS S HT.
F 4994 PARKWAY PLAAM BOLMAW, SUM 3! SCALE IN FEET . , 49 Do SUM 350
l ^~t ~t ` A10 <v HDR Engineering, Inc. , ••NGlN~~:• CHARUMM NORTH CARQLI MA 2821 7 ETA 28217
t ' 1 =50 of the Carolinas . C PHUNNIE. ;70ygt j~p~~~~y~p/0 PAK. 704426-60W . t A. E 426-+60W OF 140
'sett rrr~'~ utnoa ~
Z www.taIbertandbright<oom S 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202 l
i

t V 1 ~ ~ i ~ ~y~ / ~7 , Y ~ F . t`
t ( ~ ~ f ~ s' r~ r r ; ~ i 1 1 r : t~ `k i ` ~ ~ ~ ''~»,w,, ~i ,1 ~ , 1 , t r' . ~ J r`` ~ i ~ . , , ~ / LO
~ . ~ t c , / .i ~ ~ flu . 1 s ~ ' i ~ ; i ~ z IMdl~l~ll
. \ , ~ ~ ~ ~ t s s ~ s,ti ~ } ~ i ~ ~ ~ 1 ~ ~ ~ a I i ~ i i jt
/ r r ~ i ~ , ~ ~ , 4-, r ~ t ~ „ t . , ~ i j r ~ Y. ,r , ~ r ~ , . f ? ~ - ~ ~ i ; q ...r O
, V .i'~ ~ ~J f.~ r, ~ , N ~ i j t r t y > ~ ~ i ~ ` i > ~ ~ ~ ~ s r,. , ; ~
f s r s ~ ' , ~ , ~ ~ j r ,~r r j ' ° ~ ~ 1 r a - ~ t ~ ~ ~ ~ y ~ t -
.,w.w X 1 i ~ l i 1 ~<t ~ ~ : ~ J p ~ 4 a _ , 4 ~:Y
. 1 r a" N r. i. , ~ e ~ 33F ~
! ~ F , r i , < i ~ r. - J ~
~r.~~ a i ~ ` \ ,.,,r''C ~ j, s a ~ - ..-r~. i , t i ; i
t 1 t y ter! !r °t ~ / ~ r y ~ ~ , {
r e n /7 '~F 1 + ~ ( l ~k 7 1 . f F ~ ~ ~ ~ ~ r. ~ `~I' r - ~ , 1 + i r'
~ ttt , ~ ~ ~ 1 ,.,l., tt ! a ~ r r ~ ,.n , ~ r 1 1
} , ~ , - ! ~ t j 1 i 4` ~ ~ ~ ~ ~ ` F Y ~ t ~ i~~
F ~ .l r ( t ~ 't
j \ 1 l e ( \ r l t 1 \ f i t 1 v r r ;~t ~ 4 , .t~ , f' v.'"' ,I.C O
, i `i t ~ ~ ~ ~~t ~ \ ~ 1 „ ~ r' s, ' ~ r r
~ ~ r ~ ~ - ~ f % 1 ° `E ~ ~'`w. 1 ..V.m._,.. F F r ` m v r,".- n .h" ~ .
~ ~ y ~ ~ t, ~ „ _ . 1''. r ~ J , _.k'~^ A4 ' ~ ~
' , , 1 ~ 1 4~ ~ x ~ ~ , : < r ~ r'' ~ ~ w. r ~ a. ~ , k~ - ~ W
I ~ Y M / > r, 1 , : r , 1'+ . r e ~ 7 ~ ~ ) ~ r , i .S - ~ S 4 ~ . . ~ „ r ~ ~l" t ~ r ~ . t r n1° ~ e ~ t " riw V,~ ,1 ..rv ~ ~ , V) Yf f w
, , , F . ~ " ,m. a s
z i p ~t Y r : ~ ~ ~ ` r .,S v, y ..-~r' ~ f ,w ~ 1~. ~ ~ ~ ~ 1 ~ .fit i r w
t q t ~ , j~ ~ ~ ~ u ~ i w .vy a ~ , i, ;J, ~ ~ ; I w~- ~ _ , f , , a , . .
1 `1 ~ ~t ~t ~~r ~ ~ _ <
~ ~ 1 ~ „ ~ ~ ~ 'r ~ {C C~ , ~ ~ r ~ , ~ i, rh,`r, , ~ , mr. ~ ~ r. , . w ~ ti•` ~ , . E, - ~ - h ~ , t .
i ~ ~ j s i i ~ ~ ~ Y i ~ - 3 r ~ - y t ~ . ti, t C'~ i ~7 F,.. ~ ~~e ~ ' i ^ ~ yrF'~ 4~ r ~
4! lSy, . .++n?' f G .,,...r , . 1 , a~ a ~ ~ ~ ~ O
~ `1 ` ,k 1 l~ ~ f~ 'y, ~ l ,o \ 4 F ~ .w~ 1 ~ ~ : ' g , . ~ r ~ ~t 0 ~-l N
`"^y,^ ~ ~ n "C t S J f / ~Y k y 1 ~ , / , ; ~ ~ ~a' ~ ~ ~ r ` i'"+ ~ r ~ E ~
, ; ~ , r W w N o, Q w CL CL N -a CD
~ i f ~'S 44t ~ s ~ ~ ` 'tif ~ l ~ . , 1 ~ r r i
1'' 1 Cr; ' ~ ~ ;,n a ~,t \ ~ e i ~ ~ ~ r ~ ' ~ ,
i S l ~ , _.rv., ~ w ~ ~ . < , '3. r r ~1 t, ~ ` ` m m w z :D
.r. y ~ , 4 gyn., s ~ ~ ~ / 0 V) w V)
a ,.Fy4 ~ f v r' 1 a~t ~ s~ r,. ' , . , f z w w ~ ~
F ~ q v,.s l r'" ~ r~,r ~ ~ y / ` O O w
! ~ ~..J r~ f , ~ r`,t` , ~ ~ ~ f ti , ~ ° " ~ ~ ~ y 1 ~ ! ~ f
f 1 ? T ~ ; . f V f ~._M . i ~ f .
4 . n .,.......w. .....,a w,_ ,,~jj ~ ~ s , F a r ' ~ r ~W~ r rs ? ~ A F
, f„ w f ~ f~~ R r i , ,r'' ,r ? f ~
~ t ) y ~ ~ M1...,, 1 x v.l 1 ~n <~.~,,..r w r,,.+ .s ` , ~ 1+++~ ~'~w. a, ,,.r 1 . M ~ _i r / ~ , t
.."Mr ~ ~ , . .....M. ~ 4 ~y r r ~ r . r . ~ , f
~ t v ~,x ~ ~ t i t . r...... N,, rt , x rr~ G , '7 ; t, .a y w
v./ 1 , uw~,~. . '4f ...r"~ . Jl' r R yam:. ~ t h~ ` .z.~.r,. w,, ~i, ~ y , ~l.^' .r a f . ~ ~ Y. .S' .
.:,r'"" .r if t ~ w} " ~ J ` w ~ r . . r f N
t ..,.n...,,. ~..,u „w- ~ r' J 'i~ f , ^ r ..4 ~ .r ,
, ~~M r ~ ~ , s , j ~a . Nil. ~ ~'f ~ .",r , . ,.r ~ i _ r ~ r r ~ ~ f
~ , S j j t r i ~ • ' ~ , r ,1, r, r , , ` > r ~ " ~ r / ~ 0. Cl)
n yr M s"' ? ~ w { :4"x,4, yFF,rv ~w ~ ,.r ~ ;.r.~ ' , i ~ w ..r . ~ Y J,. s . , s~. w x i
~„i .e r..,. / ~.....n„ ~ t v' Y' • ' l r' F y. r / i ,ter. r'~ ~ / l A ! r
..y ' l ~ ~~~yy55 ~ ..~P. , { s , r^ F ~ t r ~ H .A ~,..w. w.... - - c r s ~ r _ r' r ' 1 r - ~ ~ !J /
J,~ O f;,. \ r ~ ~ , c / r r~ ~ f,.. r ~ , / f ; Is j ~ ~ ~ iu'
' ' . ~ ~ , } ~ S ~ ~ APPR:~XIMA E°~Ml1~Kil~~ ~LI~MIT .r f.-
tit ,r, A- ,d ~ J ti~ w : ~ ~ y - ~ ~ ,r n ~ fj
r ,~„j r 1 y.. 1 ~ s ` ~ fir"` ~xfJ r f + `l L+ ~r+.n r o , h r . , ;
^ f., 1 v .w r / ~ ~/,~~.M' ' 5 ~ , ~ ~ ~ y: ~ N ~ „ . ~ f, r ~ r ~ < Y r r ~ ' " , ~ ~ ,
:k ~ `r ,..F.~ ) v ~ 1 ,,r i _ ~ , ~ ~ „,P y'', i n ~ w.. . ~ ~ i .f ~ f 7 i i l . ~ 11.E=:~f~ ~e
i , ......wM r r , t : , ~w7;~ > _ ~ y a. ~ r f 7 1 ! ~ , ,
; , ~ ~ ~ 1r' ny . ( ~ r V t .M r .r r i r ,i ~ y / ~ , / - i _ ~ ~ i r ~ F .
r• . , ~ , ~ . rky. ~r ~ r ~ , ...M~, , A - . , v l / ~ ~a, i , ~ i :f p Lm ce.
y .r' Y 1 r'` f ,r . ~ ~ ~ , rn(. r" r ` r fr• , ~ ~ , r ~ w' / ~ ~ r ~ , ~ ~ ~ ~ ~ /
! ~ r' r j r" r. ~ S r- ~ d ,N.r , i ~ .,v . 1 M e 5 p , 1 i. _ 4 m , r { r.. _ r ~ r d ~
r r; , : 7 f i ~ ~ a ! ~ ~ 1 ~
w .,..r~ , ~ M , ~ f .t"".w~ r r ,,,f N,[A" r i r ~ ,n~ 1 3 I r ~ / 1 f t ; t~1 r ~ ! i f ~ i ~ ~
.l''-^'° a~ J _ v . .w. r , f / ' t .ti rv rr ~ 1 s ~ ~ , a a t y ,
i R ~ , ~ ; , r w.~" a '.....-•.N . 1 ,~.n N ~,..v i. 1. ~ ......r ~ ~ . r a..~/ J w 1' v r, !j f ~r
~ ~ , c 7 e+ ~ .w.w... w^ ..rte T k' ; ~ , w .J' Z,.~ Y .."`...w+vw r+ -{~yy~,,.n fir-.. ~ / .:""?9 h x °ti~ 7. w«......... r....x ~ r r I i `4, ,t ~ r i i } ~ ,r
~ !Y i } 1 ,r` `r ~ ~ ' ~ ~ F ~ C ` ~ ~ ~ ~ ~ i ~ j ~ , ' ~ + - f ~ r
y s . e.., ` M' a . ~ ~ a,.~ .,.r^' ' i ' L..,,~ , ~ t '~a. , ~ , p 1 ~ t r ,r r' ; ~ f i , ~ r ~
~ 4 ~ + / , ~~`ti ~ It „Y2 t j,. I ) J r ~ ) L s 1~ ~ ~ ~ ~ ,P` l 1r'~ , } fir.
'dr`' ~I / ~ i~ 1. '.J F ! F . ( : I ) S ' i r ~ J ~ r; r f i C ~ r~ _ f ~
~ r. ~ ' i 1 ~ ~ ~ ' r { l ~1 ~ ~ ~
s', j ~ ! ~ ! ( / ~ r J rtr ; ~ '
i f :t ~ ~ ;z ~ , ~ y~ v , ~ ' ~ ~ e' r, , / j' ~ ~ d r'~ f
~ ~ ~ ~ r' ~ ti ~ ti ~ t G ! . ~ ~ , ; r ' ~fi s
! ~ ~ t% L ' { ~ ~ ~ k ~ r i ' t~ } r ~ ~ . ~ ~ s 1 ~ < i ~ ~ ~ ~ t ~ ~ ~ \,l r - r' tr
~ ~ t % ~ r i ~ ~ r. ~ ~ a z. ~ ~ r' ~ r ~ "r Jul ~ i - ~ { - , ~ - ~ s S / i , ~ ~ ~ t
r t ~ c: . - f'" / t J ..M ~ i
/ CL Lo
, e
a 604 ~r y` ~ 4 e t ' ~ frw t ~ w. z•
6 ( ..J 1. d t µ tt i ~ f W
; . cr. z c) U.
i i ,
, : r 0
. r 4 . W J 9 9N
s' a r.
- ,Y , • ,
'i UJ
: , r : n
6 + , 1, t:ES ~ t `4 t '•^4+ Ian ~ 4 E {y i ti, ..k.. ~ f r- r
t, 1>
r- ' e t 1 •
lk~ r J i
,
s f y i k 4
r l 4 , i , , r n k 0 N
` t r l
A alum , : ' 4 7 .
6 AIC LINIE, Sr.E.SHEET 0 1 M, 1 1 ti j : MATC H' U N't, %"'EE IWU . t
v 29 so 31 32 33 34 35 38 A" 311 38 W
37 h 3-1 lI~ - 48 DRAINAGE 48 p®gptlttOtigN4 l i t 11 t J1~ I~r
M. oe es C
41 4A Go 69 52 66 •,c ~ Ad w • • S ~ i TALBERT v .UGHT
57 50 25 0 50 100 150 'CA
68 68 ~ m _ SEAL M ® O 0 ENOMMNO &,6 M YVNSUL 1. PY }NSULTANTS S HT.
I 13 26421 0 ax 4944 PARKWAY PfrAM BOUMVARU SUED 35 48 A StM 350
SCALE IN FEET 4 . 0 HDR Engineering, Inc. GINS . " NORTH CAROLINA 2$217 ,a ~ji e Q~ vA 28217
1 =50' ee to of the Carolinas 'r ep G C PHON& 704.426.6070 FAX. 704-426-M h~426-60'80
d~AtJi1114111pp ''fit II w OF 140
Q w~ 1 Z 128 S Tryon Street, Suite 1400 1 Charlotte, !VC 28242 1 www.talbertandbright.com

.w r ti s , ~ y , . ,w.,..... y~~~ ~ i, r ~?v> ~h . „ F . n C>
1 ~ ~ t .r - ' C i : 4 ~P 1 , J„r . \ v r. y a i f .~1. ) I 1 1 ~ J ta .,.,o, 5
t ~ r" i ! ; ' i ~ r ; ~ , Y , ' A t y ~ T / r W C7
J ,r ~ ~ _ 3 . ~ , r h`+ t ~ Y ~ ti \ r , 1 ~ r, i r t vw- f .5 i , r x Ll ~
v r „ , t t ~ v 5. r' w t ~ ~ 1 , ~ r ^r'
, f '+y „ 5 a a , i t ~ ~ ~ ~ y W t u / ~ ~ y. ~.„._a, ~ Pz. . , ~ . a ~ / w i F , - F' , ' ~ r
~ ~ .m ~ { .n•~ ` ~ .........ate. r ~ ...r' r ; ~ S „ i , ~l~ ~ F ~ , , r ; . ~ ~M . F 1 i
r , r r 4,~ , z , F F , : ~ , _ ~ ~ - i ~ ,a ~ z,.. , J . ~ ,
,..o u J, ~ ~ . :w..... ~ " ' n,. j t ~ s, ~ ~ ~ ~ r . ; ~ , 5 ~ ; ~
i ...r.... , r . , 1 4/' , S r* i ° ` _ s , ~ t t I 4 i x ,
M ~ , ~ 1 : , . r , .5 ~ 1 t~ i ~ ~ , , r ~ , ` . . i ; ' ; .w . ~ ~ .
r I t ~ f/ "u t r ~ , ~ ~ r ~s ' Z
i r y„ ry.. , .R ,
,r i ~ D °"i~-_ , t.,, * r , , y ~ , ~ ~ { r , . 4 ~ 555 t
, r ti ~ 1 . Z ,,v- ? 6 .k ~ ~ _ .i t 5 r w., ( i F -cy Z)
~ l ~ ~ , f r. ~ ~ ' n -1,. \ ~ i. n " ~,h tl~ " ~ i ~ , 5 ` { „r f ~ / t ~ _ F,. ~ ~ t t 5
, .t ~ f \ _ t t _ z s. v ~ - ' t ~ r e~ ~ t ~ r .:n \ r f , 1 ~ Y l t i .n ~A, r t ` f , r y ~ , r C)
~ . , , , f t ~ r ~ ~ 7` ' i ~ E .5 ~ t , ~ ` " 1. , ~
w `v r , , . , , k ~ ~ t Y \ 1 ~ ~ - ~ i, . ~ C4NST~~JC~i(~J ~,FLIMI,. Sa , ~ . r , t .Y r ~ ~ _ ~ ~ (L O
m.,. r, / t ~ ~ w .r u ti li I r n , . ~ 1 r t . y 3 s F Z t, 1 , U-
, , i , ~ ~ 1, i ti t ~ w . ~ u. ~ ~ ~ „ ti . ~ . , , 1 t C1 a' ~ s } ~ ~ f < UJI
, `1•.,, . 1 1 ~ ~ . , . , ~ ~ f ` ,~5 ~ Y ~ 697 ~ F ~ . ~ f~~ ~ , i r ~ ~ ~ - ~ r ~ M Q
x , r , ~ ~ F F, w..7 ~ , ti , . ~ ~ ~ - , ,w LLJ
~ - w,. ~ ~ r , ,Y Y . , , 'l ~ f " } ~ . ~ . .j a.._,.. _ ~ , , ~ . ~ ~ r W Llw
: , ~ , . ~ r , , . ~ i r > ;~'r v r: .4 s r , 1, s Y t r ~ - i t r ~ ''w, ~ , ` ! { , ~ Y ~ . t r - i n ~ y , ry 5.,~'. ~ \ i f ~I
f Y; ~ w.M.. ti. ~ ~ 'i 4. . ^y : ' _ 1 ~ ~ r i , , i- n 't
I 4. *4..., y.. ~a. 4 . 1" o : . .w r 4 4 ~ , . ~ , ~ ~ 1 ~ I r~ f
r t. ~ r s `4 ~ _ ' . 1 i r 1 v ~ ~ , . ~ - r N - S N LCa
, r~,.v. ,r , , ~ ,.r ~ i d , ` { + ~ t. r ~s ~ . - s ~ .,-Y 5 ~ c ~ ~ ,i l k Y - L
. , . ~ r / ' d l', , y ; r / , _ . is r ..r , ~ , { ~ , r . f . ; N.'
~ r, t ; ~ ~ , .a 5 y v t ~ . n n . ~ , . ~ , \ ` F- © pp to v
~ r/ : ~,.....•m. 1 , r j ~ d \ ~ ~ , 1 f ~ t f i ? . . ~ ,1~ i *e ~ / ~ 1 . ~ f { f i ~ r 55 0 '~,'..1 - . .i . ~ - r jj ~ { i . , ~ i. W W N p_ Q W
F r.,..~ , ~ - " l ~ ~ r r i . • t 5~ l s Yf. 4 ~ ~ ~ ~ `
, ,i ~ ,.t. , " ,,,w...~, ,,,,...r." ~ r.~,- ..r, t „ . ; ~y 5 f ` ~ f t , F' r t ~ ~ ~ _ , ~ .w_. . ,
, , 4,.. y O., . 1 ,":u ~ ~ ~ , i ~ „ m Z Q W Z m f
` ~ .r~ ~ , 1,. `l ~7. w` ~ti`5. 5~~ 5~ w....~ ~ , 5 ~ 0 V) r 1- F- M Ld V)
,.,.r `tea i ' ' ~ T. y \ ~ ~ ~ ~ ~ , ~ , ; ~ 1 ~ ~ Y a ~ ~ ~ 's ' ~ ~ Y , C) C)
, , s,. ; , s ~ ` ~ ` ~ ~ ~ 1 ''i , s ~ w.,~' Y ~ Y 5 ' , r.~ . ~ ~ S ~ 5, , ~ . F, ~ , ~ ~ ~ ' ~ • ~ i ~ ~ , Lti 0 w ~ ~ s
, f y. , Y ~ ~ ~ 4..} V., yy ` n t ~ e +....an F' ~ ` ` ' ~ , ~ ~ ~ ~ 1 ~ ~ ~y ~'t t , r Y ~ 5 ~ , ~ ~ ~ ~ _ ~ a, ~ ` ~ , a ri n a v
~ ~ : ~ . `O,~ ' ~ r s . - , jW.? Y 5. ~ Y j t 5 l q 1 ~ f
, l ~ / ? ti s,., , ~ ~ r 1 ~ t i
t ~ ~ 4~ , .4 , s. ~ , jr' 1 t ,1 ~ _ ~ ~ . , , ~y ~ ~,`1 tc ~ ~~M F ~ ' i , 5 , , , A ~ ~ ~ ~ s ~ .
, / i -..,.,..y „ r e l ~ , ~ y r~ . i , f t
. f , w ...v 'v ~ . r
r r' ,r r , ' ' q ~ Y~ 1 i, c ~ ~ i , ~ t i ~ , Y ~t
'l ~ l„ : n w.. , . l' . ^-.,..,v .H•~ r T t Y n,. ~ . ~ , 5 i r
~ ~ i r~ ~ , hY ' ..h µ : b , O r ~ 1 Y ' c Y Y ~ 1: .
r ~ , i ' Y' ~ ~ fir. a . . 1 ~
~ \ ` ~ 3 `4 5 J'... ,.t ~ , , e ~ , .
~ .y ~ ~ r G r t, .r""^ i t ,ti t , a 1 - ~ act °r tea.,
; , r r ; ; yr. w ~ ' Y ~ fir, ~ Y 1 a r ~ i
r - , y ~ - ~P i 1 ~ 'x t l , i ri ~ i i ` s r ~ ~'a.
` ~t ~ 'i , ~ w. , s . j _ ~ ' - i~~CL. ~ _ ~ - i 1 I it e ~ ` ( UJ rvh
. s,; i i f ~ Y ...._...x'.. w Q
r } ~ ; , . ~ _ ,r / , i ti t , ` 1 Fri F J z
~ r~ ~ r r r 4 r r t ~ y. ,r, 1s, ' , c ~ _ ~ ~ . ~ rr,
~ ~ f . 3 ~ I ,J ! 5 , ~ 1 yr t , r 5 F , , ~ , ~ s ,t ~ , r
. . f , 3~ `
. ~ t i w.,.,.,... „,~.~,w,. . v.._, ~ ti ~ « r,rtr , v , a ,4 i i ~ , Y ~ r i y L' t s. _ ~ ~ i Y, r
'i a ~ ~ .r tiq ~ ~ ~ , o, N , M / , v i ~ , , j' } M , ~ ~ ~ ~ r ~ ~ { ~
4y . r ~ ti, a ~ ~ _ ti, 1 ~ , . ~ c t. ~ `h.~: . , . ~ 5 > 4~ F 5 ~ , 5 u , ~ , r,~ F ~ , k ~ ; n. r ~ _ „ i r 1 - . _ ~c
y, o w ~ V r n , t t , i. F 4 i v .r ` . , v r..: t v 1 / ( j 9
~ ~ 1 ' r , ,t tyy a... ~ ~ ~ u I ^y f , . e n ti„ , 1 , r ` t' .r• F' v i ' 5 i 1 ~MN r'+ . ~ s r ~
5 ~ ~ y i, .:r' „-r , . r r..... "n,. Y a . , 1 , , ..S ~ ~ r .
n l 1 " M~ ~ ~ r r l .'ti r r ,r r ,~u j . 5. ~ ; . ; ~ F ~ ~ .
._N,r., ~ aN.. ' .y, t 'n ~ ' M1 ..tip .,ti . ~r.~ : - n ~4 l . _...4 ~ . f` i r T r, ~
H.... at W ~ I ~ .n--~ ti ° l`. ~ .ti ~ i s ~ ` i ..fit ti ~ , ` ate.)^...,, ~ ! r ,y 5 ,r"' f,' F f
Y '4~.r. _ ...wn-w... ~ . r r. A~ r .,l 'n .rte a~.' ~ . n f ~ r _ ~ r F r ~ti: r _ , ~ , , ` . ,l f i
r r. u. r h~ t ~~...w i 1i . r . _ 5. . . , 5
r j .r... ~ 1 ~ w , , ~ r v :r e' r t 1 , ti,. Jar ~ r ~ ~ . w
5 „ .~v, r ..ry, t• N. r ~2 .y, ~ '~,y ....,,-..r..,,~ ~F. ~ / ~1 , n.:.. i. ~ . r a ~ , . . k~:; - y,.. .i
.S~~ r r r' :.n. , nn....,~ ~ "."Z . +v ~ ! F r.,..
i ~s. * '.fie ,A , .i' r'~..... . , , `t A,_ x , J` ..r ~ t... 5
f ~i .M" •n:. , .,.f ~ ...+.1 r...,.,„' n. 'r.... i , ..,W... n ' - ` ,x ~ ~ 5 ~ i t ~ v~ - ' ,i ,,,r L~:,,. r..19 J.r
1.,. v.~ r i a.,,. , ~ M., , '4-. , Y1 , f ~ w 1 ~ u
ti h ~ . ~ i ~ ~ ar 'k i .w.ti. . , f 'V*. ..rv W,. ` ~ v F r ~..n+,._.....~
" n } r N . ^F, . , r ~;;,.M - .M . . y, . ~ .;~1.,... ...w... , , , - ,
r a X ry .w~ ~ ,;'r awl ~ ji ~ 9 w. , s ,',t r .w ~ r t r ~ , ~ f, . \ , s ~ , ~ ~ r ) , , ~ _ .t h~ . w... W
, , , .m ~ _ , C . ~ j y _ , . ~ n, . ~....Y.
..w. ~ M w. \ . :r., mow:,
r
r , eta `'k t L0
,r ; .r
, i.
y S1 CONS RU,CT ON LIMITS CIO UJ F34
%sill IN"", oll IOU i ' r u~ I z LL ( l
a f• , i'
, : s
"j Z N
. r \4 UJ
,f
: caq
r,. cr.
i
P" LLJ
Q
: i "E 'HEET 56 140'
' V N
4 L0 Q. O
wj 1 e w : W
ATCH LIN 4 y. y , q
20 30 31 32 as 34 35 38 38
DRAINAGE W
37 3$ 39? M , rtt 46 46 ,~roseaee~imea~®~e~~ \ iii r~ + i
p~0 a•eeee a Q , i
47 ro ro r.,.. b2 66 0. p ° Q* 11 ® ti O . C UGHT
l~8 3In ISO n 50 00 150 . © ti 50 ~ 0 00 SEAT. i .
r e s , • _ _ e 'TK11 ENGNEERNG PLANNNGMNSULTA) _ 46421 NSULTANTS S HT. 47
wf t r' v i w o o 4944 PARKWAY 1:AZA BOUTE'VARD, SIUTTE 39 SCALE IN FEET D, S= 350
',i G 4r ® HDREngineering, Inc. •.,GIN~,• NORTH CAROUNA 28217 IA 28217
1 --50 q of the Carolinas D G C PHONE. [phone] FAX 7047,64M 426.6480
~rp'tNoNg1{pti~ , fe,t, www.talbertandbrlght.com !ti t L OF 140
- - 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202

4, - , ~ ~ ~ ,
~ ~ ~ ~ s , ~ / i` ' ~ ~ it { ~ t r ~ t ~ ~ I:j~; ti t ~ ! +,:i„~ i ° ~ ~ ~ F .i 7,~ 1 . ~ i 1ti~' l 4 t r'~ 1 1 ~ . , . : , , , > ! ~o ~ ,..w.. J rir , u ,
s , ~ P 1 i f ,z ~ `i l ,t ~ kgl i~~` ( r ~ ? l~ i ~ I !.q ~ 1 jj E. ~ y i 1 r ; ? t I r 4 ~ r , ~ . , , v., ~ 4 >r r ^ , r
'J ! ~ '1 t t f: ~ Ek l,t 'S y s s ~ r } t i .tt '4} 'E ~ i! i~{ ,3 f i^ r< s , '„r 1 , ~ ~ r ..M „ . t.: r ~ t , , _ ~ UJ oU
! i { , , ; i" t ~f r k1 t, 1{s~ t ~ ~ ~ , .i j S' r` 1~1r it 't~" 1t~1: ;fir 4 ~ S , r .r . ' a ~
1 I ! , ~ fc ~ 82 s , r, ~ s r ~ f ! ~ r '{i e ?E ~i, y;3 ,t ~ .,k lit 13 d r ~ , ' , ~ , ^ r , ~ "+r. w . , rc a - r. r' e l
1 ~ ~ ~ ~t, Dt ~ , ~ a i t ~ ~ ~ Z I{_o- it ,~,it /j r ~ k't ~k. l~ a f ~ 1, ~ ~,t, ~^~ir 't 7 y 7 `t~ ` ' v .w r ~ r n \ i ~ i F J r i i ! ~ M.. ~ r ;t t l~ l! 1 t y. f'i`` ~ ,f z , `j ~ y ~ r:, it 4~ „ .1 f , , 4 ~ , , ~ t ( ` v, rf
t ' ~ ~ t r ~ F~ j jt ,I~ it,,~ y' ~ ~ '1 ~ ' I ~ _ ! fr 6~t6t'rr ~ ~ r~ I ~ a _ 4 : ~ ,,,.C. ~ , / i _ _ _ __M.,.,_. r Y V~ ~ t , , 1 3 __,,v . , ti - f•Y
~ . I t , . r ` r e4 i r r f~ v~ 1 f ~ r!i1 Iri :.~..f ~I ,li i{'~l }•iF. • } , „ r , ` P ~ f y. 'f
~M~um. ,:i ~ ~ r t r ~ t k f t, j ~ r ;t {i1 {s 9 { 'i ! r }ll I „ ~ , ~ tV~~ ~ ~ d` 1 ~ r^ ~ 1 l~! i't; `fl , 'k ter I ~ ~I{. 1. ` yti' 1 t .M,h } ! „ f , , ,_~d, r
r R~ '.l r ~.~~~^a ~l { 1 r ~°j It r ~i~ S. I, a;~~y l~v ~ ~~~3i ~~4 'r ~ 7 't i t" rf r ! ~ t ,i1(" ttr` sit, I e fjp ~ ~ "'~l- f'. s t ~ ~ 1 J v r ~ ~ ~ 1'i, s { 'I~, j iU, E. I. .,w.., r„r f : : ~ ~ , r ..R - y ( . ) , a. , ~ T , 1 , . , , , , , , f ~ r` I 7 nw , , r.v j r _ i1 ~ 1 M , R r , j I, ~ f l j
.r ` 4:~~,..;'~ ~~,,.T} 9 ~ ~ - y~ "/~~t / f q Iq! .G.~ t!{}P ~ 'r tl)~{ 'y~ ~I~ tr•'~ ' ~ ~ } / I Jf S \ ! I'iii ~ll I t C ,~t 5,;. 'r : ! ~ ~ l 't `t r fr, / # ~ it ~ `~'~'1~'~`t` rl~~ , ~ r. r ~ . , 1 ~ ~ ~ ~ o ' s ` ~ 1 ' S ,1 n , ' } ~ i i t , ~ f t ~ if //t
~ e. P ' E` r ~ rf } ~ ~ r,~1 ly t+~ t ~ s ~k(qs `k t •~i 4 i ~ 1~3 + t tt+ ~ I{E i 0 iV ..:i. -•'9~.ti~ ~iitr t;gr 'i ~{I is ' 's, i E f A "a . ~((}k f.l,~E `t ~`y 't iT '~t:g p ~ , . i I C1. i ~t ,s . , , yq g r ~ _ it ~ ' : i~ r• j~
' ~h t ~r , ~ y ! v I 1ST f{ y { i~{ rl. ~ 4 a 1 r:"~! i5 ~ a r~x ~ `T Y !c ~s} j "~1 !j ~ Y ~t r} f1"~ r a~ r t i r ! {14s 4 ri 'i ~ 4 .t . ~ ~ , f' .r , ~ , • . , . . : ~ a 4 ~ . , ~ ~ m- w, , , 1i , , 7 n E , < i a r ` ~ l J^.. F ` . k I I ~ , ~ ` Cn o
s \s r ~ i a yi, / t ~ 't~~.r,r~ ;!Yy .~I j ~S i ij~I,~' ~,4~ t's+ `I~9~ ~ `M W. V ~ l J 'li 'I s t fi ~s f; ggad ~ ~ a4;r ~ t ! 'l z '~I, ~ F r ~ ~ d+ a t ~ F'"' t i / : 4 f t... " r I d ` f S i ~ 1 V~ , ~J , , 1 1 1 W^ i , ~ ~ / ,
~ . j ~ 1 } }r f tF t7 1: -y ~ ~ is IaF ii { t ,1( , , J i ~ i i. r !il ~ ~1 1. ;l( i f a~ 'r ~ ~ y , 1. - r ' ~ ~ 1 ~ry~ S,I::' ~ ;t ~ , 4 ~ j 4. ' ~ ~ _ 1 r r ~ t
1 v r ~ ~ > f F r ' r ~ yf /riz t r > ' r i i S r i ~ i ~ ~ ' l ` ~ ~ A' ~ , E ~ ~ ,1 VV)
~ _ r ' ~ ~ t ~ , ' , ~ 4 `t f r f r 1 ~ . 4~ ".y6^ 'P f lj`: ~ ~ r i } f { f ~ ! { i ~ r , ~ ~ 1 : ~ j r r ~r ~ ~ ~ 's t ~ ~ r ~ ~ ~ ~ xr,s~ ti 'il f F..ll.}q j., ` ~ ,rt ty~ f+' ~ ~,~17~ ,/I t' r° ~ ~ { tl`II~-1 pt p(~~I~~lE ~ ~ 1 ~t ^I i t { ~ , ; ~ , , , . : „ . ~ ' t , I,,ji 1. .,f r ~ , - . , r ~ , • f
' i ~'4. ti~t .R E.~. ; 4 1 f ~ I ~ ~:.f 1 ~ f ' } i . /'.I na r r d I it 11~ i ill ,(~t')~i. ~ ' r r 1 , r ~ - , , ' , .m. m 4 4 t ~ ~ , , r-
j r f "t , ~ 1 r's~( 11 ri 3}i~ `1~ d" 1^` I~~ ! ,d a- »-,M r ~ ~~^\4.. ~ti,~ ~ ~I ~X=t l.,;i i,4 11f' 7 .~.^rt t} r~ ~7, s~l f ~ ~ r~ .':'i'r ~ "R w`n. ~ v ~ 1a. 6~111.i.i;I ti ..-,.14•--~~'",.....,.,.e ~ ,~;,~nb r , , c w 1 f 4 ~ _ ~ ti - ~ ~ LL. •i
r.'~. •t4 .,h sk.. 1 l I t ! t/t S~ +.il rs};• t~ 7 4 7wry~ 3 r ~ f~% / ! ~ ~~.1%"' ~ s~` t ~ _ ~ ~ x f f~'Si.~ ~ ~Er I I ~~~~~11,4t ttla~ r ~ r 1 . ~ ' - ' 1 , tl ~ , 4E . 1 a{' 0 L"3
fit, , , _ ! r P~' ~ r~ r ' k t n:'~. f' ~ ~ { t,j ~i3"Ln ~ { 1~'y` rt ~{-a~ ~~4{~ / ~ ~ } ^ ~ i r:~ ~ t. s{ ; r ~ " i ~ I 't 'b, I t.~`~,4 t ~ ) 1i t 4 t h ~ rt if' ~i { i ii $d~ qtr , .r ~ ~ - ' i t Y t t # f ~ t 7 i C t ' ! , F ' ~ £ ; ~ ~ r.~ 'i { t , y : ' r ~ y'' 1 t , ' } _ y , r 1 ~ r < _ LLJ
/ i n 9 , . ..,.~..Mi- " ` , ~ ' < " ~ ~ t. ~ r v ..,i ~ r 1 r 1 f. t..... ~.1, ~ ~ 4 f t 1 ~ / 4 ~ q t ~ , 'w, 1 , 4 „ W
r ~ g;.. ~ d r ~ i .I ~ Vt E;'E!t{I Y~ y t (tii { .krr jE~d d 3r a E ~q ;)i3 ~ .6 F ~ 1~ \ '~'{t~ a ;1, , ""'tea r J - `S ~ r t r'~ r' M/ r 11 't' r~ i 9,rl~V ? i`S ,,,;,,i' j~ fry tt•,•}l w 1 ~ t ~ w,, ~ Y E ~ ~ ; t ~ i 4 ~ r~ Ij, ~{a: ~ ft I I, 41;, I t, ~t M. 11 ~ ~ v q ~ 1 . v , % ! s ~ ~ f , ~ ~ r W
, r , , s r ' M } : " i , M ,f 4 , j ,ti 4 1 , ~ ; t , i< ; ~ f ~ ~ ~ ~ t
~ ~ J~'~ ~ ~ j E t ~ ail., } , ! . ~1 ~ << I, tt. "e ~ t E ,t!6 ~ `i~ r ~1 ~~~I't . I ~TTfN~G ~ i ,fi ~ ~ R. i i ~ r t , ~ ~ w ~ , , , ! Ott v.'~ ~ ~ 1 i r a . ~ 9, r' ' to N t~ tit '24 j
j t ! t + r 1 4i it 1 f I; i.{ iltl ~ {V. 1 { .•t. . , ~ , •;r~ 4.' i } i t, t „ _ ' , i s t l V,. t { _ i 1 ' t? x , , ' ` ~ 1
i j.' s ~ ry 'y ~.~'~^~'i~31~! v,.l r it ~ rii~~ { 1 "tE • E a ¢ ~ f. v f 1 1'rli~l~ri ~ ~.1 v; i, et t ~;iC _ , f! ,9 7 ~ ~ r l^~ ~ c r t§ ~ P 'I ~tr '~r i 't J r` ~ } ~f' F tti c 1,' ~ s 4 ~ ~ it t 1" ~'''ti.,, ~ i .i .t .._M., .:y ' tat ~ , ~ ~
{ w. 4 1 ; r ~ v ~ ~ t " r f ~s ! 1 t (t f, v ~ E;, r ~ ~ ~ ~ 111 ~ + l 17. } t' ~ l t t . ~"`v ~ ; f ~ 7 z t , j i v' : sl ~ , f i 1 5 ~ ,i i Ij {i, t:~ r' i ~,1 ~1 v 4 f 1 ~ ~ .r ~IE; r' ~ _ ~ ~ 1 y \ ~f t N
' r s :k . ~ . i' , ~ r{ :1 1, ,j~ri {'I{ trj~ ~ 4 ~ v r,, " ~ tr V; , , _ ~ r 1 ~ 1 t , { y. 4, i L ` N
. . ~ ~ ~ ~ F..'~' fit'' ' ! t , , , i ~ I I k... i 6 4 tti 1 r- ti t. t~-~ ~ ~ t 1 i.. `1 , , , . . 1 t , 1 j , , K t , 1 J ,fit w) , . ~ `
,4 ,s ~ u , ~ a 1 tt 1' Ik {F4 } ; 1 y F- F- W W Q m (n U (N D_ < UJ
~y e i ~ ~0 1 , < ' : " r Nt y , E, ~ ,s 4 tt ! f 't > tk i. ! / Ep 1 3 11 1 0 ~ 1,. E t t s - t ; CL N 0
.l ~~att I r { `I{ `K ! E: E ~ ,1, 4, , ,,..E ' r r . ; r.., r ; ~ ~ ~ , S7 r , ~ : ? E n } y l- \ l . i i { }p4
t ! ~ f~~11 }1~~1 it '!j~ r r ~ f~a ;l~ia~r t~.li . t 7 s r 1 } / t S k t r t., r 1 t E I E ,_,r ~ , ' I ~ - ~ 1 t r f"', ? , ' r - , ; , t I tE~t a•( .4 ~ ~ ^ 4 s} 4 1 v ~ , jj , I m z 0 m~
{f y ~ ' ~ f' ! ~ t 4 ~ttttf:. iSd ~sr 1 ;~f ~ r rS.r` i ~~t! ~9{ t,l 'i'!'' , 1 , ~ a . t i 1 ~ ~ , ;r , .s ~ ~ ~.4.. +f If. f t s / } t ~ - ~ ~ tt ~ i o ~ ,S 1 •I, t d W z m m
~ ~ ^ r : , r , . r , r, , J r } : E',a~~ r : i l 1 ~ E r a r t t^,,' ~r r , ~ t ~ r f ~ P ~sj, ~ :~~~I ~ ia~ rs~ R 1T ,i" . ~ _ ~;i lids , ~ ~ rt' , r , , lt~llt ,.k , ' .ti y i 4 , `e 1 1 f} kp 1 44 , z © ttl ui U C)
! I as , t k i " 9~1 t ~iy! ' a4 !Y ~ ~1.•,4i ~ `jr ~'Et,~ ~ttfi~~Y,^~j 114 II. ;r :1. kfilly r{~1 S`li t t p)s:! f f ` it ~ 14 it '~~D ~!<c~ii4" f t ' 6 t ~Sf 1116. ~ - 1 ~1 ~ ~f S 1 6 1 .4 , F , E 1 ~ ~ 1 } , t ,k d EE <r~ ,1 i { , l ~ I~~ 1,1 , ~ ~ ~ , U S z U W r', W GY_ z <
(Ed r d ;1' , ~ ,(r , ~ y i a~~~ ~ t~ r s s' ~ ~ I3, l~~,E' r':i;l. ; ~ 4' 1 „ ~ ~ , ~ , 4. ~ ~ , 1 j , • y.\ , , r 1 c - , 4 , ~ , k9 i r .f t I lFr ) l , r , , 'r ~ . , r , ~ , , r - s t ;
: , , to t ~I [ ,.t - - lytl „ I.t. , 1 ~M_. s :.3 i; , , , . It ! s R .r 1 . ..1 , 1. , ; 4 ~ , , t.t.,,t},. , 1
• 1 , . , s' k „ yr t k ~I 44 { ~slr r4 ~ 1 'i, ,,,{I r~~!,~'I~ . , ~ _ _ _ , ri 1 ~ . . jf , , , , ' . l 4 , _ . ~ , . ~ 1 1 ~ 1 1 - / 1 ' , ~M 1 ~ ~ 1 s ~ r st i- S , t r ~ : ~ I. ~ f t e , } t .1 { t E~ y f 1. .
f1,~ i v r s M, r, ;~,,~``sr S ~t i~f~r~, ii! ljiti .~1i}}" f1 i t ~ ~ .~..4", .1 , 1 a ; r v i- A [ _ ,.,.•f r. : ~w , ~r .t, } i e : f j. r. ~ k 1 t ~ ~ f ;'v.
6~` \t ~ i. o F a r {S , ! ~r} ` H. _ _ „ l , t , 4 t ~ r _ r s' ti E, ~r I;,t. 1 .r ~ ,r 1 t , ' 1
r` jj{{ 1 1 i. 4 ' qq f j l ~ /,'n ~ r,•; . r ,ti ~ ply f i~ ! ~!'1 ~ , \ t ~ ~ ~ ,o1a11 S!. f,. ~ (j , t ' E< . ~ ~ f . , ~ ~ ~ ~ ~ t ' jf j , z - , i ~ „ , v
f c ~ f { ' t , '61.A ~ r . 2 , n ~ s ~ 1 s` "i t " ~ , ~ p. s..,
t ~ ~I I { c .t ~ ~a ` r s ~ t ~ r' r~ t, t~ ~ 1~~,i~i ~ tik j3-s`jtr~ u ~ ~ .A j: X1.,1, ~I i nu / t ~ t ~ q J .w d , ~ } S~ t . U . _ - E k E t ? . ^ ~ r ..,y t 3 , t.r ! J ~ { ,,,9/ t `1 ,,a, ~ ~ , ~ , ~ `1 IA
r c 4 ^ a ' y + , t J f , ° ~ ° p`.:,,, ° •k I~ ~r ¢!7 i~ P t1i" , 4 1 .n r ; i .1. ~ , , t , s. t 1 i , ` r .1. _ , E. . ~ , , s 1.. - y t., j t
j . . # { {{'f t}} a.. ~ a , , ~ ~ 1' • ~ ' ' ,1 ! ~ RlP,. RAP ~'LI~iME~ y~ ~ ~ Il~,!j ~ ~ ~ ~:,1~ ,fir ~i,ri I ~ ,r~ , ~ti j ~ f _ , , ' l ` ~4 I r 1
! t ! i.J * ~ i ! ~ ~ 1. i' r S 1 , t ` i II ~ i,s t 1.t¢ , , ~ 3; ~ ~ 7 1~ / ~ > J1 .j~ F ~~y t E i ~ 1 i ! )r/'r , a ~ h I f t { 1 ~I. i~!, z ! ~ F , s ~ ~ .~F ~ .a ti ~ ~ r s s k , r 4 ,r ! t F .i ~ . , r a ' r•.. t ;~1 ;r~ / F + ~ r t, kl r
' , 1 E { n i f s r j r 1i t !r a •~1 ~ 1~-.., n-"' € ~k,~ ,v # , 8 Y7 x ~ ~ S,l. i, .It ;1~ 1 .I ,V~ i ~ { ~ ( `Sr .j' r lt:. S. Z, a r / "i I~ ~1 r { t _ 1 . ~ y. ~ `a r~; k t i ,o- rf~,, , ~ : t 1 f' t / , 4 , . , J ~ , E I 4 r a. ~z t v{71.1 F ,f ,l i`J`; ~ t^?, t 1 :r sir r i ~'t % t ~ ~
1~' ~ , r , } i. S r ' I ' { r j r !s ~ ~ ~ ~ ~ ~1~~3" i s1 ~ c'1` s94~x i, I ~r f G ;3 f I i r~ , 4 : r 1 t k E z~ { fi't' E:Y, t, I~ ~ t t i f r } s ~ f E t` r, f f
i E ~ # fl {i ~l r ~ C. , t .rte Ct' "T t1 t ; ~ ! ,t y i ' t ; ~ l:~ { , ~ t t S t { ~ t 1. ` \ v .w. ~ ~ i ~ ~ a, ~ 9 .i *4 ~ r. E f } 4 ,.1 ~ ' I s'" r t`t f '~t ,t , ' r J t% 's s `t 44 ~ ;i. f P 1 1 I i a t I 1 3 ~f
4 ~ w ~ , i ~ r Al...l ;~~~~r~i~" G~ ~iC~ , "f~~~ . t ~ t I i t ~r' ~ t ,~r a i 0' E ~ ;a; ~ 7 l T a t...._.~ i y~ t ~i~~'tl. ~ tt l ~ ;f , # \ c i r r~ t,: ' r ' ' 1 k' J~ ~ . , ` , . 'i t i t S ,tl. / F j E f i t•.f ~f sir , f h; 1 ~ i I Ei I ~~t s iJ ,1. Y. ,}t. ~ t 1 v a } ~ t j i~ .P , ` ~ : E fF i c ; E , i A`~ a
;~T..~ ! ~ - 1 , ~y ~ ~ j ~ k , , ~ ~ • r , 4 , ` , \ 1 i r; ~ , ~ f ~ ~ I r,
t t I , . ( I 't~>f : > y 9 ~ ~ a i R~r . x t z r I ,f ~ W , ~ a.:. ~ E l T(~ ~ ~ . t t' _ ~ " { ,i~; ~ , l ;l 7 i ~~i is 1 ! r ~ t , - 1 ' 4 l r J J r r r i ..,v....... i` Z ~ I r`> S 1~ i t P - 6 ~ tf t t' ,i.; , ~ ~ ~ ~ ~ ~ , k ~ 1
;a ~ ~ ~ ~ 1r I,"~: < k- ,n,~ 1 1ti" Y t y ' ~ ~ i 1 f i , r f ~ VV , i~ { 1 ti S ,,,,.~w~, w Er ~t ~ ~1 n ,t ~ , , f ; ~ r `t i t l I k. ,r t f f~ d t~ i 1' t; k 1 ! fl, s !r ~ t s`: ! ~ t' +t ~ `v, c, , z
x ~ , , ap ' y+y $ ~ w ~ ~ f' ' ~ ,..r; • 1 ~ , i "»r' r t f i „ t i ~ ' ~ F i ~ i'r F.~,>,,•.: - t' i r'b t iii' tl i E~ r ~ j% l .r, . , r, r i ? ' r : ~ .1 , .i ~ 1 : ,f~ i~ i l y i'+
i :r ~ 3 t } v~. i 7v` ~ r r t "e ~ ~ i•, ~ r 4 ~ 1„; ~ 4 { T..~ ; r I r i S A p 1".:,I Y A . i . 1 ~ ~ ~ ~ 1 Y ~k E y74 i~t 4 v l v ~ ;E, ,1 `1k : , 1. t i s ,f '1 R I i E r ° 4 ' , t' 1 ll` mrro
( s 3 ~ ~ t ; } ~ S! < :.g ~ ~ f,- • 4 f $ ; , , , ^ ~ J ~ 'r 1.. i ~ 1 ' II t ! , r . ~ , v a .r t f~ t r ~ t E' s i s~ ~ : t. f r 1
1 3 ~ ~ "L ~ ~ ,r' ~I r"~ ~ a ( . ' r . t . ~ ,1 +t~ / . z 4, r / . ~ y ; , ~ ~ , f } r 'r i ,7 I k, t r ~1 s' t r r r ! v f t ~ ~ is ; s .s „a ~ {v ~ i t i
wr ~ C~ s E I i~ f t r - "t'~ I E ' i i 1 .,I' . . ,tea'. 11~; r:
1 ; r t ~ ; ~ : t i 4 . " ~ .r " z 7 I S 3 R' i • a ENV.. t~ ~ ~I` i t , ! . I { f 3 t J~ r f t, }r , • . 1 , }k\` ~f. v ~ 1~ i ~ v~- t } 'J \ l~~l ;1, ~ ~ z ~ :F LLJ
W„ , p ~ ; t rr , q } „ f ' qtr i t 1 r 1 ~ ~ ( 1 if' r! ~ ; j ;,1. ~ i. ~ r r
, - , , ,,r ,aM1 , , II S~ 1 ? ' ~ E I ~ ~'1 ~ I G ~ r, a'~" ' ~1 ` ! f! r i , , i 1 1 „j~ { ( 1 v/r, r F E . I r 1 r
~ ' i i ~ ~ ~I : ~ , ' ti. ~ ~ ~ r ~ , Y7.. f . t ~ , 11 ~ ~1, ' ~ `J ' % is l r i~ t' t C~ 1 r . s 4 s, i >v f~. J
: ~ ~ ~ " ~ ~ , ~r t ! 7 , f ;hr ~ l` s 1 ',3or r rf ~r , t' ~ f { , ~ r J i - , r °1'k ~'f ki t r , t i; r !r J 1 F f;
7 ~ ,a, n''r r° ' 1 f , , j : I a 1~ 1 q,rf f \ t v ~ 7 E s I r it r~ r F - w.,. b... t l { ! , r . r E 1; 1 ~ r : i _ , t ; : 1 . ~ ~ , , r ~ t ~~r r f i t t i ,
r ,.M.. - 11 i r f r ' r~ F 'I , ~ ~ r r ~i: ? r ~k E , 1 ~ ~
a , y. - s,,, t ~'r i I ",,~t t ~ ,.r ~ ~ , 1 , , ' `•1 r. , r ~ F ~ { r , .,...w... r' } t 4 { . ...w ~ I r! i t ~ r i f t i ' r . 4,, ~ ~ ~ ; ~ f,,.. # . - k
w ~ 1 N" r , , 1 . ~ 1 ! ~ ~t 't r r~ . i. , r r, ;z ~ ~ , ~ ~ ~ , ;f ~ ,I ~ ~ ; C r M r' r tk 7j t Y
~ : , ,.r' '',rp. M 1 i ~ ~ t ' I , . 7 " i S • s rf 1 } • ~ ~ r ~ E . . , , . y-~ r ',1 f s
,,..r i' % ~ , ' t a o 4 rf A t r G~ r i , ' „ _ P ~ , d ( , , r u , ~ r , ~ , . w:.,... 1 1 I; ...pry..+.. .r^ s
' i ~ ~ ~ ~ f l C S , ,,a ~ i. .m r.° , 1 `i ' ~ - - ~ l' ,4. . _ , ; 1 1 t . , { , s ~.,~3 k , , , r , i r' S ~ ~ t` t , r ^ . - _ . _ r ~ , : i w_.., „ ; . 4 ,f , , t ' ~ f '
• L r r _ v. j ~ < r i x y , ! ` 1 r, ~ ! ' ~ r , . , E ry , 1 , ,r r 3 r f. ' ~ ^ 1 I. r t 5 , , , ~ r i „ / ` ~ . { , ~ ~ 1 : _ ` 1 , 1
s.. ~ I pp r i ~ " S r~ r f t ~ ~ S yt. - i1 .r ' S ,,,.."d" ~r t ~ . . v' . i 1 I J: rt j ...r , r ~ f :y 1 r r r • : ~ it r .I + ~'k , , f' 1 - t ~ A
_ r ` r ~ r p I r.. # ~ 1 r,` , ^ . • ; r r i. 1 , i is fr f r< I : ~ • , l . - I ~ „ ~ . - 1 m. t„ E l
s , • M. _ r. + J ~ , j s r.,. f . : 1 ` E a 1 r' .n' ^w r ~ ' i ~ . ~ • . F . r , r y r - t.
E f r ( ~ ~ a ~ ~ " . ,r~ F~ .r` r,. r'`P M , ~5.. f ~ y ~ ~ ~ ,~a.' v~ ^ £ ~ 'r i r r f , i r, ! ~ . ,4 1~ n { j ~ i{ f J " , h 1 ~ „ ` ~a w..~ t . r f `f °ID f 1~' J ~ rrf 1 ui FFt Y
. 1 r ! 1 - l f py ~ S - r" Fr ( err... Pn, r r ~ ~ . , ~ 's l~ t, P ~f f t j f S
III r' { .~~'s. \ f z iii ~li i.~ f - r . . r. i 3 ^ / 1 ~ J"~ . ,r. a , t.. ~ ~ 1 . , , J, , r j{~ , M ~ 'r f ;r / it i.,.,...., f..^,. Id.l ..i r•, _ r.. E i f, :''Ar '1., r .~,l,f f / . . 3 P'.i
r r } r t i 1 .1 , I I I I - : . I I I - , I - I " " . I . , " " 1. ' I I I , ' .--~'t V - I I , , I " , I , -11 - - ~ " ~ , ~ 11-1-, " " ' ' ' ' ~ " I \ , , ` ; z ! I - , ~ 1 I I I .1 . ~ , I 1, 'i i "I, 1, - . I I . I I ~ I I . I . I . ~ ~ - ~ ~ I I I ~ - I ~ I tft- ' " ' t ~ " ~ q ' - " 7' , , 11~ I . ~ ~ - , - . . ' : " . ~ ~ . ! ~ ~ - . .1 / , , , , . , 'i ' ' ' ' , , A ~ , ' ~ '31 - ~ ' , - - : " ~ 1, , ~ ~ ` " , ~ , I - , " I I 1~ , I I .1 . : ~ -1. 11 I I I I / i I . I 1. , , . ~ : , ~ L \ - I , 1. I I 0 I - ~ ~ " , I I I . I ~ ' ~ - - I , I - "--~--7~ - . , , ~ , , 1 k ~ , , . , . ~ ' , , , , ~ . . z . . ~ .11, , I , ~ ~ " ~ 11 I I I , - , ~ - ~ k ~ . I - " * I ' ' , 'I, I . ' " ~ , ~ : ~ ~ . , I ~ ~ ~ , I , 1;1 " , , ~ " ~ i , ~ ~ ~ i ~ ~ I , . ~ 1: ~ 1. I . ~ , 11 . . I I I . , , -.1, I " ~ % I , - , - , ~ . I . . 5 1: ' " . , . ~ : , . , ~ - - . ~ / " / ~ . , . I I I ~ % - - " . "I I .1 . I - I , I - - I - , I , ~ , - , . - " --1 ~ - , ~ ; : I , . ~ ~ . I . I I ~ m " " ~ ' , , j . I I ~ I ' - , " - , , , ~ . , ~ I , ~ , , , - ~ . ' I - ' ' ' - ' - - - , ' , - , - , ~ - I I ~ i : 1 i i ~ ~ ~ - I I I 1, . I * ~ ~ 'i ~ . . . " -11, . - -.11". " I I ' ' ~ - I I I I ~ I " 1". , ' , " ' I ~ I - I ~ " I - - - , - ' ' ' , , ' I . I . , I . , ' ~ 1, - I / , . , " , I 11., ~ ~ ; I I ' ~ I ~ ~ ~ 'I, 11 111 r, ~ , ~ - - - - - ~ : I . ~ , ~ , ~ ;.y~" ~ , , ~ 'j~ .1 I I , 1- , I
• : r yY. t ` r , ~ r { , ' " ~ ~ ' I . I . , I I " ~ I I I - I I - , - - - - - . I 1, ~ / . , , , . , ~ I . - ~ 1. I *1 ' " I .1 I , - I I f I I ~ . I , .1, k I ~ , ' / ~ ~ " ! - I , ~ " , , , - V 0 , ~ I ~ , , . ~ ~ - , - , , , , . - - , , ' , ~ . . , I - I ' I - - I.-I ~ I , " I - , . , " , , v ~ ~ . I I I ~ , 1- ~ . I ~ I - I I ~ I I , . - , . . I I I ' : I - I. ' ~ I , 1 , : o - , ~ , ~ i ~ . - , - - I I A- " - I I , ~ ` , /111" ~ 4 1 1 I i , ~ ! " i ~ :1 ~ " 'e'. , I I . , , - " I I , , , , , ~ ~ , . I " ~ , , , , ~ ~ ~ - . . I , , " " I . I I , ; i 1 ~ ~ ~ I I I ~ I . t I 1, . . I I I . ' , , . I ' . * ~ ~ I ~ , I ~ ~ I , ~ 1, , I , " ~ . , " ~ , " I ~ - . - ~ . I I I - . - ~ , " ' ' . " " I ~ . - , , - ~ : v . 11 ~ Z I I . I., .1 I 11 , 1, ~ I ~ - ~ I I , I ~ - , , ~ I I ~ ~ I I I I . ~ I : I I I 1. - - 1. I I - I , , , ~ 7 ~ I , I , i" i ~ ~ ~ ~ ' ~ , I ' I I - 11 , , - " " - , , , , , j , ,I I I ~ ` I . , , ' I , ' ~ - - ~ I " 11 I 11 - - ' I ~ I "I I I . 11 - I ~ I ~~j . , , I I 11 -1 ~ I - i ~ I , ~ , , " ' I ' 1: I , ' I , i ~ , ~ " , ~ 1~~'~ , ~ . ~ I ~ , I I I . , I I X . . " 1. ~ I I I ~ 11, . , , - I , . , ; . . " I , - , I 1 . - , , - : ~ , I ' , . ~ , - - ~ , . ~ ~ , ; ~ ~ V I ~ ~ - " " ~ ~ . I I ~ 1 , " - 11 - - - - ~ ~ 11 , ~ ~ " , ' I ~ ~ . ~ " , . , ~ . ~ . " I ; ~ I I f tLt
j t ' - ~ - . , , , , ~ I : .11 --.1 .1111, I- .1. . I . ~ . I ; , 1 ; : : ' ~ , 11 ~ I - I I - It ; i I ~ - , , . . ~ , ~ ~ ~ , , , " ~ I I ~ - ~ , I . , ~ , , ~ , - . . , - - , :m ~ I : " " . .6 , I , . . 4 - , , I 1, - I- ~ - , ~ . , , I " - , " , , ~ ~ I 11.1 111-111.1- , " , , , / ~ , . , ~ , , , , , I ~ I . - - I , , " . ' - " - , ~ , , ~ ~ I . .1 " ~ , ' ~ ~ ~ I ~ , ' ' ' , , .1 ~ " -o~?; I . . 4 , , " ~ ~ I 1. I., , I ~ . " ~ 1, ' I - ' , . , , . . , 11 I I I ' . - - - . I ~ ~ , I I , " ~ I . . I .1 ' - " ' ""I"' ~ 1, - - - . , , . , ~ ' I ~ ~ ~ -A , 1. - ' I .1 .1 . I I I I , , I ~ " 1, , 11'1~ , - . ',I " ~ ~ I ! ~ 11 I 1, . I I I , ~ - ' ' , ~ " . ~ - I I , I , ~ ~ I , , I . ~ - - I - - I I I , , ~ - . I I /I / ~ z . I , . . ~ 0' - I . I I - I - , " ~ , - ' " ~ - . ~ I ' ' " , , - , . , , ~ I t - - I I ' "I " I I I ~ ~ I , -1 - 11 - -1-1 . .11 . , ~ . z " . - , : , , ~ , ~ I ~ ~ I . ~ - ~ " " -11 I - % . . . \ ' I I ; I . ~ , - - ~ , , . I . " ' ~ - . , I i . ~ ~ I I 1<11- , ~ I'll -1. I .1 , I 11 / I c , I ~ .1 . V ~ I 11 , - . I .1 --1.1. , : ~ , . 11 " C I ~ ,I ~ , 1~ , , . - I '~'t~ - ' ' " ' ~ - - ~ I ~ I ~ - ~
r , • 1. I ~ o , , " - " ' , I I . ~ I 11 , - , ~ 0 . , 11 ' - , ' , - - , , . , " . " , , I ~ ) , '2 , ~ I ' - ~ , I , , ~ ~ "I ' ~ ' I . ' ~ ' I ~ ~ , . I f - ' ' ' - - ' -1, - " " , , ~ I " . , ) 'i ~ : : , ~ I -I' ~ , - " - ~ ~ - ~ , - , ~ - - , : ~ , . I - ~ , ~ I 11 61--- , " , .11. % ~ ~ ~ 11 ~ - I , '7 " , , , - , , " , , t ~ , , . . . , 'I- , - / . 1 I I ~ I I . ~ . 1~1 - ' " , 1 . I ~ - -1, - c . ~ ' - I , ~ ~ . . .1 - I - I ~ I - , . " - ~ ~ I 1, 11", I .11 ~ " . ~ I .'.1 . - . I " , - - , , . I - ~ , " w ' , ' ' 1~ , - - ~ , ' . ~ ~ ~ ! , , , , - - , , " I 1, ~ \ k 1, ~ ~ ~ , ~ ~ ~ "~'il " A 1, , " I I '%".1 . ' * , ~ ~ , I 11~' ~ " 1, ~ I ~ . , ~ . . I ~ I - , I ~ I ~ . I I , . ~ .1 . , , , , ~ I I ' I , I I ~ . I ~ - - I . . . , "I I I I . ~ . ' I -1--- 11 I I ~ \ , ~ ~ , 11'. ~ I I . - . - 11 - I - I . : . 1, 1. . ~ I t . 7 1, ~ . ~ , ~ I . " , , . ~ , 1, . I , " ~ ~ - 1, " , - ~ ~ e ~ : ~ i.." ! I o ~ I I ~ I I I . .1 , I , , - . I 1, ~ , , . 11 - . % r " ~ I n I ~ " -1 - - I , I 11 , ~ ~ ~ . ~ ~ I , I .1 ' I I , , I I , ~ I . % ~ ~ ~ 11 '.1 1,1 : ~ , I , o I .1 , . 11 .11 I - ; t . I k I-- I 1, , I . . ~ . I , ~ , I . 11 : ~ - ' " I .1 1. ~ - ~ 11 I " i ~ . , , ~ . I I , ~ 11 j , " - ~ , " I - . . cam. 'f' ~ wl~
s ' r ~ ~ V'* ~ k i ~ 1 ~ ~ , , I I " , , I I ~ 1. ~ I ~ ~ . ' , . ~ -1 % , - I 1, v ; ' 1 . ` ' , X'j I k - - x", , , , I . . I , I , ~ I - I ~ , I ~ k ~ ~ ~ ~ - ~ , " ' ' " .1 ; , i ~ , I . I ' ~ I I , ' 11- . ~ ~ ~ I I I ~ , 1, ~ ; ~ , ~ , I I . . ; i 1. I '.1 I , 11, I, I., 1, - , ~ 0;--' I ~ - ~ ~ I , - . . 1~ - - I.- , I % . , , " , , . , . ~ ~ ~ il - I'l "I , , I I ~ : . 1 : I . - - , , I / , - ~ 1. ~ I ~ . - - . , . I ' , , I " . ' " ' ; - I . . I- ; i ~ , ~'_Q 11-11 I " . ~ , , , , , ~ ' ' ~ ~ . . -1. -1:1 ~ , , 1. ' I I . I I . ~ ; , ~ I ~ - ~ "I I ~ ~ I .Z " ' . . . , I 1. ~ I I" I I, , - " - , , z " , , ~ - ' ~ ' ' ' ~ , I 11 I I 1 ~ ~ " I , ~ , ~ I ~ ~ " ~ - , " , : I . ' I I - ~ i k ~ k - ? I : " , " . , / I i . - . . ~ . . . ' ~ 1 ' 1 ~ ' I , - ~ , " , t " , - .1 , . ~ 1, .1 , - I , " , ~ ~ % ~ ~ e -1. - - I-. , ' I , , ~ . , , I ~ - - 1. ' ' " . ' I ~ ~ I . ~ ~'k j ~ , " ' I ~7 , " , ~ ~ , % . . , . / , , , - , - ' ' I N ~ I ~ I , - ~ , ' ' , . , ~ , r F
q ,x 'i > 1 t 4 C ' I , I . , I I : i z ~ 4 11 ; : 11 , , - - " , , I \ ~ I k ~ ' - - I ~ "I.'.,. ' I 11 I , ~ V I ~ ~ , ~ 11 I , ~ , ~ " " ~ ~ , , ~ ~ " 'T'~ 'I.- ~ " ' , I ~ \ ~ . x , ~ I ~ , - I ~ , , -1 \ I , I I 11, "I . ~ 'I" " " ~ ~ , I , , ' 11", , I .1,11'. , I I I'll, ~ . ~ I . I ~ I j t ~ ~ , , I , , ~ 1~ , , ; I 1, - - I - I , . , , , ~ ' ~ ~ ~ " , . - -1 I I ~ "I . - t . ' ' ' ' ' - , - ~ , " , , , ; 0- I - 1, , ~ , ' ' , , , ' ' ~ 1* ' , - , . I ~ ' . 1, , - , . ~ - I , . ~ - I . , I , 2 1 - " " " " , - - .1 I , , ' , - , y ~ , . I ~ ~ ' ' ' - I I " , ~ ' - I 1 1, ' " ~ ~ I j - - , , 1~ ' , ' ' I 1 , , ` " . , ~ ~ I I " I . I ' . I I I I . . " ' I I I I . ~ " . I I I I I , _ ' . 1, ' I 11 ZLL.
, ti,..w~ 1',,, r r" r,? j ] ~ , 'I I , , 4~ - I 1, 11 w I . , - , . " 11 4 ; ~ , - - X, I " I 'I, , , ? , ~ ~ I ~ ~ , , ~ I . I ~ ~ ~ ' - - I I ~ ~ V111 ~ , ~ - " " 11 I - , ~ " - - I - I 1, ~ ~ , , I , ~ ~ ~ ~ J; ~V'.', , " ~ ~ 1; - ~ I . - " " I I , , " , I , ~ ~ I A I ~ ~ " , , ~ , , " ~ .1 1-1 - ; 1~ , , " 11 ~ " ~ I , ~ _'4 ~ "'~'A % , ~,i ~ . , I . ~ ~ ~ . I - ~ , I.- 11, I .1 I , : I , , 1, , , , , ~ , 11, ' " - ~ , I " , " ~ ~ ' 11 , I ~ I I ,1 I . ~ I I . I . ~ , 1~ ~ ~ - I - - e' , , - ~ ; ! ~ ~ .1 . I ~ " . I ' I ~ I -.11, ' - -I-- ' I "I", " " * ' . , " ~ , " ~ . ~ , , ~ / ? I , " ~ I i I . " . - I . . ~ I I , , " 1~ I ~ I. ~ % : . / . . ~ " , - ~ ~ I I I ' ~ I , ~ I I , . , . - I , I I ; I . ~ " , .1 , ~ / ~ I I . , - , I I I I ~ I , . I , I - ~ I ~ , I I , ~ ~ .1 " ~ , . ~ 11 I 11 . " . - . ~ I I , , ~ ; .1 I - ~ I " , I I 11 , , ~ - , . . - I ' . . I I I I ~ , V, " ~ ~ i ~ ~ , , , , , " ~ , I . ' . , ~ , N , ~ I ~ "t v I , - - , ~ k , " ; ~ I . ; ~ ~ , I ~ I,-,- - - -.1.1-". I " , ~ I , I/ I- % I % \ iz , % .1 , I - , ~ , 1, ' , , 1 ' ; V.'7~'Yl , I ; : .i . . I , 1, , ~ , ~ " I I I . - , - . . , 1 !"j , I " . - , . 11 , I'? " , V 1, " I v , , - ~ ~t i I , 1 ~ 'i " I I , "I'," . ' ~ I ~ ~ " I ~ % ~ 11 ~ I ' / U J U)
r , ~ r r1 r ~,4 > k • r I t , I - , " ~ " . ~ - " , , , - , ~ ~ . , , : I I I , " - , I i " - , . - ~ % r I ~ . I , I . 1, I I , ' " ~ . I ~ . ~ - ~ I I . . - , , k ~ ~ ~ , , , , ~ , I ~ ' I \ - ' , 1, i i ~ I 1~ ~ I I I ~ I I . ' ~ I I I ' - I . ' , , , , , ~ 1. - . , ) , , , : I - I . . . " i -.1 - 1, ~ I - I ~ . % ~ 11 . ! - I ~ - , ~ , ~ I ~ , ~ , . ~ , ~ - I" : ' I . ~ ~ I , : 1, , ~ 1, I , , , . . I -1 , , 7 ~ I I I I ~ ~ I 1. k , ~ . ~ , ~ " " ~ , 1~ ~ ~ " I ' .1, I . . , I ~ ~ ~ ' I ~ , I . 1, , I 1, I I ~ , I ~ , . 1 ~ , , I - I I ~ kl , , I I I - 11 I - .1. ~ " . , Z I / , - . t' '.1 . v I 1. - ~ , ~ , I ~ 1. I ~ . " - ~ ! ~ I ~ , , / . . I I : ~ " , \ \ 11 I-- 11 ~ I I I I ~ ~ I . ~ - / I " . .1 . - ~ ; I \ " 11-1% ~ I , ~ , V ~ ~ ~ , I , I 1, -1-1 ' - ~ ~ I ~ -11 - . - I I ~ ~ I 1; ~ - I , I V.~ ~ ' - ~ I " I V" , , 1, I ~ I , ' 11 I ' , ~ , I - ~ - - I ~ ~ . I .1 I I I I ~ I I I . I " ~ . I 1, 11 , i i I ~ , ~ z , , , I . , . . , . 1, I ~ 11 ~ W
: t 7 , L,f ,fs Y r ! 1. Tf^, rs '11 {f i 3~{i~s 5lir ~}~i i \ ~ ~ I I - . - I'll I I - . I I , ~ ~ 1 .1 " - I " . ~ .1 1~ , ~ 1. ~ I I I ~ ~ I ; . .1 ; , I ~ ~ z , ~ I k I ~ ~ \ I I , ~ % , , ~ I I I J ; , ~ ; ~ ; , " - 7 , - ' ' , : , ~ I ; 1. I 1, . . ' I I , , 1 1 ; - - I , ~ 11 . ' . - % . ~ ~ ~ : I 11 , , . ~ ~ I 1, ~ ~ " , " , I- , 11 ~ ~ ~ 11 ~ I" ~ 1, , ~ ' ~ ~ , , ' ' I ~ . ; I - - ~ . I i I \ t \ I . I , . I ~ ~ " ~ , I ~ . I , ; : - - I ~ - , , " , - ~ . 'K - I I , ~ . I I . ' ~ , ' - 1. I , , , , , " I . ; , , . I I I ~ ; I - , , 1, ~ I - , , , 1~ I ~ I , I I I" I I V ~ . " - I I .1 ~ I ~ ~ , , " o , . . 1. : ~ 11 ~ I ~ I ~ I , , ~ , , , - , , , . I , j , ~ , ~ - : - ~ - " . . , , I " ~ ~ . I ~ I I ~ I I ~ I , , t ~ , , . ~ . I I ~ I . I ; - - I..", 1.11 11 , ~ , ~ ~ 1, . I I ~ ~ ~ I I ~ I ,-r " , I ~ I , ~ ~ I I I ~ ~ ~ ~ I : I, ~1 \ \ ~ I I ~ 1 , " , . J , , ~ , I . ~ I - . I., . Z. , I I z~ ~ I "I I ~ I I ~ I , - I . I I ' , " 1~ . I , I I \ \ " ~ ~ ~ ~ I I . I , . I ~ ~ , ~ I , , " I ~ ' ~ , V"". ~ " I - " ' I ' I . I ~ , ..j
l • ~ , , / } ,,fir , , ~a`,l k I I ~ ~ U , . ~ , , , ~ , , \ o~ " I -.11-1-1-11 I I .1 I I / I I - ~ I 11 I . I I I ; I . " 'I 1. , I . 1, ~ , , V " ~ , , ~ , ! ~ ~ I I 11 ~ i 1, I , I .1111 I I I 1, , I ~ 1, I " ~ I I . ~ : ~ I . . - , - / 1. I . 11 . I ~ ; ~ . -7- .11 :111, ; A - i I , k " . ' . ~ x I ~ ~ , . . I ~ ~ ~ " . I ~ , ~ ~ , , I I I ~ I ~~'e " 1. I , i i ~ ~ ! Z , . " .1 - I ~ o I ; ~ 1, ~ . " , , , . j 1-1 - I 11 ~ I - - - I I I ~ , ' , " , , &I", ' -11 I . ' ' I , I , . f I e I ~ . I I I ' . I I 1, I I ~ ; I 11 ~ I ~ \ ~ ! , , , ~ " , I/ " I I 11 . , , e ~ ~ . . 7 1 ~ , I " . I I I . I ~ I \ z - - ~ . - , ~ I I . I - - - I I I I I I I I . I A I I I , I I ; , , - r% - .1 ' I I . " I I . . ~ I i I I . , I I ~ 1, 11 " I I , , , ~ I I I I ~ ; - I 1. \ ' ~ ~ , .1 , : ~ ~ . ~ ' I I ~ ~ , I k ~ ~ , , ~ ~ , , , , \ I ~ ~ I ~ ~ , ~ , \ ~ , I , " "I , i 1, I I ~ I ~ I I I .1. - . , , - ~ ; - ~ I ~ I " " , ' "I , ~ i 1, I ~ , . - " I . , ~ , ~ . ~ I I ' " . . I I I '
• }t ~ . I I 1, ~ !11-, " I , I .1 ~ , , I i , ~ I . I . I , ~ , 11 I . I ~ % . ~ I I ~ ; -.1- - " 1. -1 .11 '.1 . I . . % i w ~ I I I . ~ I ~ I-- " " , - k' " , ~ ~ ' " " ~ . t , , , , . - ~ 1~ I I ~ , ~ I ~ . c' I I- '-1-1 ~ - ~ I - - k. ~ , , ~ I ; ~ , ~ , - - " ~ ' - "I , - ~ ~ ~ % I I ~ I I I , , " 11- - ~11 - " . I .1 11 ~ : ' I I % I ~ i : ~ . I . " I . ~ . I , 11 I I -11- I-, \ I ~ g , : . .1- , - "I - I ~ . . . ~ I ~ ~ I ; ~ / , . c ~ 1. , , , . ~ : , , ~ I I - . I , " I ~ . ~ . . i I I - . I : I , I " . . k' , " , ~ - ~ , I , . , . ~ k j ~ I . , ~ , ~ C - I I I I - 11, 1~ k ~ ',I \ I 1~ \ I ~ " " , ~ , - " ~ ~ 11 I I . 11':~-- - . - I I .1" , I , ~ I . I ~ ~ I . I . ~ - - 1, , 1, - : , , . I - . ' \ I , 'I I , ~ , "I I I . - - . -11 - - , ~ I ~ I I . . - : A ~ I : ~ 1~ I ~ 11 ~ - ' - ~ ~ ~ ~ , ' ' ~ , ~ , I - ~ I ~ j~. F I T ui
, . ? 1 / ~ ? ,f.~ ?..aka it tx~i li it ~ •i, ~f ti~ n , • v / ,rx / ,r,1'y _ ti t~~ p 1, 1' 1~~4 `A S'd .1 I , \ - , ~ ~ z I , " I I , ~ ~ I . , , ~ ~ I . ~ I I I ~ , , - - I - I . I 1. ~ t; I ~ I I I , ~ I , , I ~ I " ~ 4------- ~ .1 ~ ~ ~ i . I I ~ I , I -1". , I . - , I 1- , - " I . ; " ; ,I '0 . ~ - I I - I 1, - ~ - , - 1-1 , , . I I e - I, ,'I , I , ~ ~ ~ lk ~ 1, ~ , 'I , i ~ . - - ~ - . . .1. . . . I I I I I I .-I I 1, ~ - , " I ! I ,I . I ~ ' - ; ~ I ~ ' ~ ~ . G , ~ I ' "I,-,- . - " - . - o ~ I I . I . ~ , , .1 ~ . .1 - \ ; ~ , ~ ~ I , . " ` ' i ~ , . , I I ; . , I ~ ~ I : : . v , , , . ~ - I I . ~ I I ~ , , - , ' I . . ~ I - . - ~ -.1 . ' ' , -1, - I ~ . , . I ~ . , , . - ; I w I I I I - , . , . I % ~ ' Ir , - 1. 1. - - I I - I - I . I , , ~ I , . , - I I.- - .1 . I , ; ~ ~ ~ , ~ \ i 11, I % I I 'V ",I,\ ~ ~~.('~p , "I , - I I -11 -1~11-11 I ~ ~ ; ~ , - I . k ~ ' 11 . I . , - . . -11 ~ I . I ~ ~ ~ - ~ ~ ~ , . "I I ~ ~ ~ . : I I ~ / , - ~ 14 , - - I . . ~ I . . . . ~ ~ " , , I ~ . ~ - I . . 1, I ~ I . . .11 . V ~ i ~ ~ - - . , ~ . - . I ~ I" " t I I I , , - I . - - , . ~ - , ; - ~ - I "I / . I . . - . - ~ ~ ~ I I , ~ , - " ` , ~ , - - , . , - " , ~ I "I ' 1~ / / - ~ I . o - - - , I 1, ~ i " . f : / . : 11 . , I ~ I - " , 6'~ Q* , , ~ , - - I ~ .
(i ~ ft. v.,,,., f'i",,. .rf 'r 1 i y s ~•...,~k~ } 1 / ~'k , ~ I , . . , . - .1 1 ~ ~ I ~ I I I ~ , ~ I " ~ j ' ~ I 1~ "i, ~ " ~ ~ " ~ ~ 'i ~ -1 ~ 1, ' -1, , ~ e - . . - , I ~ 1. , , , , - - , , - ' ' , 1-1 ~ I I , ~ I ~ I I I ~ , 'A~ , - I , ~ - - I . ~ ~ I ~ , - , ~ ~ I ~ ~ / . , .1 I t ~ ~ , 't ~ I ~ " I , t 1~1 \ ~ , I , . I ' , ' 11 I . I - " ; , , " I I ; ~ ~ I . I - , / ~ - - 11 I I - - 11 , , ~ . I ~ , ~ , - I. 11 , "I.- - - - I-- , / , - ~ - . . . . ~ . - - . ~ I . . - I t I I , . I - , ~ . . . 1, , , ; I , - ' - " 1-111, \ , , I , , ~ f,,- " , , i, " \ I ~ k 11 ~V I , , I - , - 1. I- ~ - - -"I"--.- - , , , ~ . 1-1.1--,", ~ , ~ I I I 11 , ~ . . , ' - . .1 r . I ~ ~ ~ ',I "I 11 I I I , ~ I 1 1 - , I ~ , , ~ - ~ I - - , I , . ' ~ I 1, - " -1.1 : - , . ~ - , I - I : I , ' I - ' (;;q ' ~ -,:-k , - \ , , , ~ , ~ 1-1.1 .I,.,- I ~ " ~ t k I I " , ~ I ~ - - - I I ~ I" - - 11~ ' "I . ' ' ~ , , . , .1 ' , -~i 7 1--, - ~ , - - - " - - ' - -11". 11 \ ~ ~ ~ I " - I". " , - , . - , . , -I'.. - "c ~ " . I . " - I , , . ~ k ~ V% \ 20 \ ~ 0 1 - ' ' . . - . ~ - . - " ' ' ' ' " ~ , I I , ~ I 1~1-1-1 -1 I,- I I 1: - , - , . ' , . ~ - " , . t I . ~ I . " I ' ' 1. . . I I , I " , . - - 4, " :11, -1 1. I - I I ~ - 1~ I i - I I I I .11 .1 - . ~ I I I % 1, % I ' , , 'j , - " I - ~ - . -1. . ~ - , " " I I I I '3 - 1 ~ , , - . , I I I 11~ I I . I - ~ ~ i I I , - ~ " .i I I . " ~ : ! I ! I 11 " 11 1, . - 11 ~ - . " - I - e ~ I v I I I I - 11, " , . - ~ - . ~ ' I " ~ , - ~ . , " ' ' 1, . 1, I . ~ " . .n W
~ ; ~ e ~•l~ti~l~ lii ,s1° l1 tl it 4' I t I 11 I , I - , ~ , - - , - " - - I ~ , I , . . . 11 . I ~ e' , . . ~ " I i I I I - - I ~ 0) " w ~ I I \ - - ~ I . ' . -1 ~ , I - . I 1. . " , , ~ , . - - I .111. 11 I . ) , - ~ Z~'- - ~ , - - 11.11.11 ' . ~ ~ " ~X' I . , , - " - - , I ~ , . ( , , I - . , ~ - ~ I " ~ , ~ A 11~ - ~ - - , I , I I . , . I - , I , 1 5 I ~ 4 I , . , ~ - . ~ - , , - ' -111 .1.11.1-1 - , ~ : ' I 11, ~ I I" I , , - - , I - . ~ , z I , , I ~ ~ I ~ ~ I . i " 11 V\ k \ v- , ' - ~ - ~ - 1. - , , " , - , " I ~ I . I - - " I ' : * --I-,- - ~ . , , ~ - , 1, . , I . , I I 1-1 - I : i, k~ - . I . , ~ .1 - . , . ~ ~ I VA , ~ k , ~ ~ - . , I . . I ~ , , , . . " , , - I , ~ I ~ _ I - , I ~ , - ~ , , I I , . ~ , , ~ " 6 ~ - - 1. , 1. , . ~ - - " - ~ - I ~ \ A V ' , " " ~ , , , 11", - .11 .1 - , - ' ~ , - ' 1-1~~ , , ; . ~ .1 - ~ I . - I , ~ I I ~ / ~ 11 ) ~ 11 I , 1~ . - . " -11. I-- , , , I A , I - - " - , , . " " ~ I . ~ x / . ' 1. ~ , ~ . I t ~ . , I , ~ I . I , " ~ I ~ 'I, 1;' ~ I - I " ' I " - I - -
~ ~'a, / ~.r y ' pp! r~"~ `f f r~ ~ j 3 t4~, 4 , } ~ i ` t ~ ~ R : { ; ~ j ~ ;i ~t~E 1 ~ , Al k ~ \to I , , , , " , . I I . -1 -1 ~ I - - ~ -.1-1 " -1, I i ~ - . - <z- , - " - " 7-~' --.1-1 ~ ; -1 I . . , ~ , , , -1 - - I." 1~ " I . I - I , .1 - - '7., - ~ ~ ~ ~ ~ " f 1. I . 1, \ ~ , ; ~ ~ " , - , ' Ul ~ ~0' ~ % , \ , , / I , - , ~ , L - ~ , - , I , I . , - I I . I I , - - - " " " -1 - " " ' ~ : - - , I - \ 11 1~ , , --~7 . , - , I 1, . ~ ~ 1, k ~ ~ , " , 11 - - I , , ~ . : 11% I I I I v, ! ' . i " ~ , I, ~ I " , 11 - " " I j" / 'r, , ~ :1 , ~ ~ ~ . 1, ~ ~ ~ ~ - --l". ~ , I I , , I \ , 1.1, I ~ ~ " , " ~ I ' . I I p . , ~ k ~A I I " , --11 " I ''I'll , I ; I ~ ~ , , , . M 14 , I I 1~ I I "-1'11--" . I 1-1 11 ~ .'.1 'I, I I I . ,,I , , - I 11 - I 1, - - - ' 1. I I , ~ I IV, ~ "I " ~ i. "p 'w ~ - A'-'~' , " -1 " - .1 - - .11 I , ~ I - - I . z I . , " , ~ ~ ~ , " " i ~ V , v , ' I . I I I I ` - I I I \ . ~f 1'~~ , ~ , . ,A" ~ , I - . I... . -1- ~ -11 I ; " , ! ~ , ~ ' "I 11'~ I I , , , ~ ~ . " ~ " ~ I - , .1 ~ ~ . I - - , , - ~ - 1: A " . " ~ \ \ \ , ' " ~ , ~ ~ . "l-l", , , I I . "I" I I . 1.1-1. - 11 ~ ~ " * , - , " - -11 ~ I " . " " - ~ 11 11 . , , I ~ , . " , , , . . I , , , I" - I . . I - . , , ~ : - ~ - - ~ , " , ~ ~ I " I" ~ ~ I , . ~ , . , I ~ ~ . .:o' , , , , 1. "Ill - ' . . I I , " ~2-1 1~1 - , , " , ~ I I . d } ai
~ „rt ~,r. r / itt S s i ~,E j3.~ } , I - , -1.1." . " ' - , , , / ~ ~ ; / ~ , I ~ . : I " ~ i i j ~ " , \ ~ IV I ~ ~ % ~ , % , , , . , , - ~ ' ' , - - - ' " ~ , - . , I I , I \ , . ~ , ' , , , - - - -1 , % , . , ~ 11 ~ I I . " . ; , 11 \ ~ ~ ` k.\\ " ~~'~'v - , , , , 1, " . , , - . I I - I : ~ " , " " ' ~ , ~ : . , 11 , ~ , - I , " " , ~ - Z' ~ , ! / . ~ ~ - ?I , ~ " I ~ , ' ~ . . , " , ~ . ~ , I " 1:.' ~ - , , ~ f ~ I ~ " I ; . ~ " , . , , ~ ~ - , - ' ' I . ~ . I ' - I - ~ , , , , - ~ " . ,z : , : , : '.1 ~ 1, , , , ~ , I , I , I - I . - , , " I " , I ' . . , ~ ~ I \ . , N , , " X-. ~ ~ , " - ~ , I ~ I 1~1 ' , - ~ , I I , ~ ; " I I 6~ , , I ~ I i ~ j ~ ; ; I , , , , 'i f I I . , . ~ " - % ' " ' - , ~ ~ I , I . I . um' \ \ , ~ ~k A', ~ , -'~"z ' , , ' " " ~ .1- .11 . . " " " ~ I - . I ~ I V " . .-I --"x"'~""", - " , < . , ~ , , i , ~ , " / i , .1 I Z : 2 , ~ i ~ - - - / \ ~ , , , - . . , - - , , . . , ! , . 11, I - - " , . " ~ . I , , , . , , \ . , " , , . ' I : . . ~ ~ i ~ ~ ~ I ~ , ~ . \ " , - , ~ ~ / ~ , " , f , , , , v " "I - , , ' ' -'--1 - . - ~ , I , " A ~ , , - , .1 . . . ' ' . . " , , \V\ 'A\ - I I I - I 1-1.11-11 - , I , ~ , - " - ~ , , - I I , . , . . ~ , ~ v " ~ , , , I I ~ ~ , , I - I-- ~ I " ~ 1, 1, . " . " I . , . , : . I . -.'.111--~-- " I 11 --l", - - ~ - I, I % , ~ I , , . - -1 ~11;11 " ' , , , - , - 1. ~ ~ , , , ~ . . I I I , " ~ . " -1 \ I " ,
~ ,r ,,r' ~~;r t~ t 4 ~.'4}t~i t;.i t•1 }~ji }~41 1 1~L . ~ , ~ I " ~ ~ ' - ~ , " I ' - - - 1. - - 1. - I 1, ~ o ' : \ , '11, , , I "I . - , . , ~ ~ ~ 1. i , , .1 I I I . , p . ~ " , , " ~ k " ~ ' I,-,,- ' * ' , I ~ , " , . , , ~ - ~ 4 ~ . ~ " / I I * I ~ " ? - zl~ . , , ~ - - - - o' 11 " . , , ~ , , , \ ~ - , ~ , , I "I k I ~ 10 I . " . ' ~ 11 , , 1.1.1" I I , I , ~ " , ~ , I 11- I., - ' ~ - . I ~ I . 1, , , , , I 11 : " V, " " 11, - - . ~ . ~ I I I . I \ ~ ~ , I . : , , ~ , , i ~ , . 1. , 11 , ~ . I 11 ' , , I I ' ~ " f / ; ; ~ ~ ~J - ~ ' ~ , I , - I - - - ~ , ~ 4' f I ` \ /11\~ ~k ~ , ~ " 11, \ , ~ " I I ~ \ ~ . \ , - " " - ~ . , . - - . , ~ I ~ ~ % ~ . ~ ~ \ % ~ , I - I - , , ~ , " 41'. ~ ' ' ~ ~ 1 " , I ~ - I I - I , I , - , - ~ " . , I , . ~ - ~ ~ , 1. 1. ~ I - ; ~ f ! ~ I ; ~ " f "I". " , ~ ~ , , .-I - . , 111. , - - . - " " , t 7 - - / I I - I I I . " - --'k ~ , ~ ' 1, ~ " - " . , " , I . . 111~1 1. , - - ~ - I - , . . ~ I ~ I ; I ~ . , , I , ' ' ' " - ' 11 % ~ - , % " "I' 1, , , W , , t ~ " A " , ~ - - - ~ " 1. I - -11" , - ~ , ~ "I . ~ I " I .1 ~ , , , , . I - - I ~ .1. ~ I ~ , i , , ~ . ~ . I . ~ I . ~ I -1 ' - - . ~ , , . " ~ " " ; ~ : ~ " ~ , ~ " ~ ~ ' ~ - , , I ; ; " , ~ , ~ ~ ~ " : i : ~ i I \ , I , , ~ " - " 1 I ~ i , ~ ~ ~ , z , " , c , , I ' ~ , I , CD i `l s W
: ~ ~ a° ,%,,/r.' : - i117, ill `I ' - . ~ - , 1, " ~ \ \ k' \ k \ 11.1. , 1~1 7-- -I..... I....",--, - , ~ , " . . . , " ' ' ' , - - ~ . ` , S , - - ~ , i, . ~ . , ..'--~r"," , - ' - I I ~ 1. . - I I" , , , 1. , , ~ 11 ~ I ; , , \ I I ~ , , ; - , - - , . '1~ 4 , , - , - , " ~ , ~ - , - .1 11 I - , ~ r . . \ -,,,,I - ~ k I . ::1 I . , I 11 . ~ . ~ , .1 111.1-1 "I . , , . N, ~ - - ' - - " 1, ~ ~ . " , , - I , '7- ~ .1 ' I I I - I % , . , , , I, - - I", - I ' -1 1~ , . , , " , ' I ~ ~ f " / : I . ~ i I ~ ~ ~ I : e ; ~ " I I I \ ~ I , . . I . I ' , 1 . I . -11 , - I : " 1. . , , , I i : ~ 1i ~ k"~ \ \ k ~ , , ~ . , - , . - ' I I , , " ' ' " * ' I , " ~ - 1, ~ " "I '11, " ' " , 11 " ~ - ~ 1 ~ " A , I I . I \ I - I . . ~ , . ' ~ ' , , , , " ~ ~ . I . 7, - I , " . ~ ' I 1. . ~ . I . ~ V ~ : f , , , , 1. , \ ' , - ~ / ~ I , , , ~ ~ , % ~ 1, i, 1, ~ , .1 , I , ~ 1.'. I ; I - , ~ ~ , , -1 - - ~ I I - - . I " I , ~ ' 1~ " , . I I I— - I , . I - " ~ ~ ~ I I . , I ~ ~ % , , t 4 k , ~ , . I ~ I I ~ , 11 , I k , ~ , \ \Y " " , ~ , I , I .z ~ 11 .1, ~ . ~ I I , ~ I 1, 1~ . , . ' . , , . , ~ ~ ~ ~ k , ~ ~ . ~ ~ 11 I ~ ~ ~ ~ I -11--1 I I ~ , , 1. I" ~ . 1:. . , . : I ~ I I I I ' ' ' 11 5) i
\ % I , , ' - ' ' - o'~' ~ , , " ' -1- - . , ~ 1. ~ ~ I 1; , I , 11 I . ; ~ , . ~ ~ " , " S , I " 1. " ,1 , I . , I I, , 1. . ~ ~ 1 ~ ~ I ~ , ~ I . , , . : I :1 1 ~ ~ , I ~ I ~ ~ , -111' ~ " " , " , ~ . , , , , I <1' ~ ' , ' ' ~ ~ I ; . , ' ~ ~ I . 11 , ) , I ~ A ~ ~ , ~ I . I I-- - I - , - . " , - ) e ~ ~ t \ , 1. - , " . " 11 ' ~ , ~ " , " k. , I . , , I I I : , 1; ~ - ; ! .1 7 ~ , ~ , , ~ 1, I ' " ' " , , ~ I I , / I I ~ ~ I - I ~ ~ 1, . . I ! ~ ~ ' 01 ~ " ~ ;j I ~ ~ ~ / " , . , - -'.11 . ~ , -11 1. 1, I j ~ . I I , , " ~ ~ I N' ' , .1. I", % ' I I . - ; - , i , ~ - - , , 1, - - I , , , , . 11 ' ' . 1, ~ I I , 11 ' ~ % i , I " . 1. 1, I \ . 11 .1, 11 1, , , ~ ~ . . ~ I . . ~ ,,I ~ ~ "~"j~\~ . I , " , I , , ~ I - , I - : ~ j ~ , , ~ , , - 4 e " , , , I ~ , I , ~ \ " , ' I t , , I ,V% ~ I ' ' I I , " , , , " . - , - ~ I , , . I t - ~ 11 p , 1, / ~ I ; ~ I I ~ ~ ~ . k ~V' ~ I . , I . I 11 .1 " , - . i ' ~ 11 1, 1~ . \ " ~ ~ . ~ 1 , ~ ~ , , , ~ t ~ , , , / ; . , " " I I / ~ : 'i 1"j/N') i 'i ~ I 2 - , . I ' 1 "I , , ~ , 11 , , I I , .1 177, ~ 11 I I ~ " k I., I", 'I, ' ~ I 1. I I \ ~ ! , i n~ " , , I I , - - ! . "I . " - - . ' . , ~ ~ ~ I 1~ ~ . I I ~ , I " I ~ I , . , . ~ . . i . , ~ I . - lv"~.'~ . I - % % 1, ~ . , ~ ~ , ~ , r .1 , ; , ~ , ~ . ~ "I . I i " I ~ , , 1~ , , , ~ . I ~ , , ~ ; ~ 1 4 " I t'~ / C m
~ / ' , , - t ~ " . .1 . ~ I , " ~ ~ I , I ~ j" " , ~ / ' 'I"' I , ~ , , , , I ~ , . ~ " ~ , , ~ ~ ~ ~ ; m .i ; , ~ , . ~ - 7"' , " ~ . , , ~ . ~ , , , , " I : I ''I . I ' I'll I , I , I ~ ~ . I . I I -1 ~ ~ ~ ~ ' I i I , " ~ ~ , . . , " I ~ - " 1~ ~ I I , . I . I I .1 - I " 11 .1 11 I , . - I I , ' ~ ' , - , . . I I ~ . ~ I ~ : I I I - , 1, ~ ~ ; ~ ~ I , i ~ , I , I 1, : 1, , I/ I o , . \ I. '-1. , , . ~ , ~ . I I I ~ , ~ w I , ~ 0, I ~ ! f ; , ~ I I - , I I , ' ~ I " " "I . . " , 1-1 , 1~ I , , , , : ' - - , ~ ~ - - - , ~ . - I . - I I 11 I I . , ; " , t I 11 ~ . I 1. . , ~ i I , I I I 4 I ~ . I I , ~ , ; ~ , . . ~ . I , I ~ I , ~ ~ . I , . . . e , , . , . ~ ~ I ~ ~ , , . , ~ . , , ~ , 11 " - I I ~ , / , I "I , ~ .1. - , " - . , . . , " _ I ~ I . I I I ~ ~ I ; . I ~ I , ~ ; 1. ~ " , A " , , . . , . , , , , I , , . ~ I I ~ j, ~ ~ ~ , ~ : ' 7 " ~ " ? , I I I . I . . ~ , " 1 , I I I . I " . I I I ~ 1. . I . , . , , , 11 ~ , 11 I I I 1~ ~ . ~ % " . i , , , , ~ ~ ~ " ~ I I ~ , ~ f " . , a-' / I ~ ~ 'i . I ~ .1 . . - . - . . , - , ~ ~ I ~ ~ , 1. , , ~ , ~ . % . 11 ~ ~ I "I - I , ~ ~ I , " . I ~ , I , - ' 11 I ~ ~ 1, I - , I . , I ~ , % I I , I . j . ~ ; - , . , : " 1 ~ I ~ 11 11 , , , ~ ~ X, : f I : ~ 1; I I 11 I I , , , . , I I I ~ ~ " " ~ , ~ , I
+ • r ~ I ~ I I , I ~ I , ~ . I ~ , , I '7' . ~ I . . ; I I . / " I .1 I . - 11 I I ~ , " i' . ~ I I " I , : . , , , - "I . I " - " ~ I ~ -1 I I - - I . I , I I , ~ , ~ , . , , \ I - ' . , ~ ' ' ~ .1 " ; I " '.1 , , - . . , . ~ , I , , I ~ I ~ . ~ j : ~ I , I ~ . . 1~ .11 ; , ~ I .e~ ~ I / ; ' I " ! I 1~ " " I . I , , " 'It I ~ I - - . I - - - " ~ , ~ . i ~ ~ ~ " - . ' I , I ~ ~ ~ - , I - / I , 1:" , , - , " , - - , , , I , - : ; . " ~ 0 , ~ i j e " , , , " , , I ~ ~ " I I . I . -1:1-.. , ~ I I I ~ , , I i , 1 $ . ~ , . I , - , I ~ : ~ I / I , ~ . - . - , ~ ' " I.., I - , ~ ~ ~ I 1 ~ ~ ~ i ~ , ~ , 1 ; ~ ~ ~ ; ~ ~ 1, - " ; ' " ~ ~ ~ ' 1--y , " i- I , .1 11 ~ I . I I I - - - . , I , ~ ~ ~ " , . ~ I -1 ~ , , - . - ~ " - \ , , " \ ~ " , t ' , I ~ I ~ . ' , I .1 i I , ! ~ i I . I i ~ ~ , " " 'k , " ~ I "I . . 7 11, I , i ~ .:1 I ~ " , . ~ . ! I 11 .1 / . I.. ~ I . - ~ m . , , , ~ ~ . ~ ~ , , " I I ~ I ~ I " 4 - ' . . 11 - I I I I . - ~ , ; , ~ . t ~ ~ ~ , , " ' ~ ; ' I I ~ . Lo
p FF f. r - t„~ rf t C f ~ o' I , ~ , , " ~ , I . , , , , . . " ~ . I , : ~ ~ ~ I ~ ~ , - . ~ I " , , I . ~ . ~ , . I ' , ~ ' . : , , , ~ , 1 , " ~ " ' . I . ~ ~ " ~ , . , , z I , , , ~ I - . ..".1., . . I . 1, I I I , , , I I ~ ' - , I - ~11'7-11' ' - , I I ~ 1, ~ % " ~ " , I " i ~ , , ~ j ~ ~ ~ ~ ~ - ~ I . ' I I .1 q ~ . , ~ . , - "I , " . - . " . - ~ 1, - I - - , I I ~ , ~ , , I ~ 1. x. I ~ ~ , , ~ . ; - , ~ ~ ~ ~ . ~ , 1~ I " " ' . ~ , I ~ I I , , I ' , , , - I . I , , 1. - f I ' ` I i I ~ ~ , , I ~ , , I I.-,, w ~ I'- . - .1 . , ~ ~ - . , , - . I , , . I p I ~ - " : ~ ~ r 11 I ~ , ~ ~ ~ i I I I I ~ ~ I I - 1 ~ 11 I 11 I . ~ - , I I , , ~ . i " i / , I , / . - . ~ " , " . , I I .1 ~ , - ~ 1, . - I , ~ I ~ I I I . , ~ ~ ~ . , : ~ ' . I ~ 7 . ~ ; : i ~ , f I ' ' ' ' ' ' ~ . . ~ , I C I I - , " , - I - I" i ~ I . " , ~ I ~ . I I , ....I.- . . I . - ~ ~ I I " I I/ 111" I I . - I 1 . , , , z ~ 1. - I , I ~ I ~ ~ I I I " . . - - 1, I I I . I 4 . I ~ ~ ~ ~ , ~ ~ ~ ' z 11 ' I 11 ~ . I . I o ~ . . I - ,1 I 11, . " . I I . ~ 11 - - " I , I , ~ ~ I . - " ' ~ ~ I I " . -11 . - 1, I I I ~ , I ~ . . . . . ~ I : " , , I . I -1 I . I ' "
- . ~ I ~ " .1. I - ~ ~ ~ I ~ ~ .1 . 1, ~ , , , ~ I I I o " I : , ~ . I " , ~ a . . ,I' I I ~ , , . . I., I I I ~ , . I 11 , I ~ . ~ % . ~ I - . "I I , , ~ , ; ~ 11 11 - . , I I I - ~ ~ ~ ~ I , I ~ I X I I - - , ~ I , , " " ~ ~ . - I "I Z " ~ : , '.1 - - : . I I .1 I - ~ " 1, . 1, I . ~ ~ , ,I I o , , , , f I ~ ~ - ~ i . I ~L " I "I I , . , - " - " I ~ . . I I I ' ~ , . - I ~ ~ , I ~ 1, ~ I ~ m I ~ ~ . , . , - , I ~ " I : ; il ~ I z i ~ I I i , I .1. . 11 - ~ - I 11 ~ % ~ , - ~ ' , I ~ : ~ , t , ~ , ~ , , ~ . ~ , , I I ~ I I , I ~ I -1 - I . I ~ , , I ~ . . 11 . . ~ . . ~ , f - - o . ~ ~ 1. , I . , I . , .1 . - ~ ' , - ' - ~ , , I , I I I I ~ . I 1~1 - I I ~ ~ ~ , / , : . z : I , I - 1, ~ . , ~ I , " I ~ , I ; I ' I ~ ~ ~ ~ : I I I .1 - . 1 , ~ " , : . Z , , I . . '.'I/ . , I ~ . ~ I t , : ~ , r ~ , - . I- ~ . . . I , . I - I I I I - ~ - ; I , I - , I ' I . \ % ~ 11 ~ % i ~ I I I ~ I ' I . . , z - . , i., I I , I I . .1. I , I 1- . 1. ~ I I . % ~ . I . t ~ ~ ~ " ~ ' 7 ' . ; ! , ~ - - ~ ! ~ " , / 'J . , , , ~ , , - ; ~ I , ' ' . ! ~ ~ I I I I "I ~ .1 , I I I ~ " ~ , i , ~ ; . i , ~ , . I . ' f ' . . , 11 , ; ~ , ~ ~ , - . - ~ I . I I / I 11 -Ij ~ I I I ~11 I I - 11 11 ; ; ' ; ~ ~ ~ ~ , , ~ , I , " ~ ~ ' ~ ~ I ' " , ~ h .
: - , : - ~ ' , . , ~ : I I ; 11 . - - I I I ~ , I ; ~ ~ . . . I , , i z ~ I , , . ~ , ` ~ , i ! : ; , .1 I "I ~ . I , ) j , e - ; f . " , " " ~ - . I . ~ , i . I ~ ~ , 7 ~ - I , , , ~ ~ ~ 1 f , ~ ~ ~ .1 ~ ~ . - . I ; ~ ~ I I - , ~ . / - , . I ~ , . , / , " , . , , I , , I I , I . ' - ~ : , ; ~ ' . . . , , " . ~ , - z : ~ - . ~ - , , I I . . I I . . I , , . ~ ~ r ; ~ ~ . : " ' I . . I ~ . : i , ~ I : ; ! ~ - " " : ~ , . . " I . . , I . 1. - , I ~ z ; ~ , o I ~ ~ ~ , ; ~ I ~ , " ~ I I . . 4 1 ~ ; ~ I , " . . ~ I ~ , , " ~ ; ~ I ' - . I . I I - - ' : ~ ~ , 5 11 , , ~ , "I I I I , ' , , ; , , ~ . i - ; ; 1 7 . ' Y . ~ I I 1; ~ - .1, - . I ~ . , , 1~ 1, I , , ~ - 1 2 1 , . ~ : ~ I ~ , ~ , , ~ , , ~ " z : , " / , , I I ~ ~ \ ; , t I . : ~ ' i I I t " ~ ~ : I , , , ~ I . . . ~ ' ; , - . I 1, . I , I ~ 1 . . ~ 4 , , , I , ~ . 7i , . . , o I , . :1 , " " S I : : - I I ~ I ~ ~ ~ . ~ , ~ ~ ~ ; ' ~ , I , ~ . , , ~ " , " , ' ~ , , : " Z I . . ~ , I . , . ~ ~ , , ~ I ~ ,11 , , " I " ~ ~ , ~ 1 ~ i I I ~ . , I , I i , I , , - 1~ 11 . I , . "
i/ A" 29 30 7I i( 38 iT aV 36 30 ! I . i ~ : ~ ~ I I - I - . I LLJ
'w?N„~. l sr 36 8 I 48 1 DRAINAGE
I a0fA46414#08,1* 00 0. I 1111 Ili/ I I .0 \ / m lu - Itkk / 04 ,
4T M - .el C I/,/ ompeftL '401 fN _4 - 'No 11 I *wNT - W * O/ t -v w * * 1UD , 0 ';~o* o ...4" 1 1
1 . 1~1 / . 50 25 0 50 100 150 .1~ . 0% ~ LAN kil 1 * : * - 4,...-%--- ft 4. z .
66 ft * *3 - -'r, I V--~-~ ft : * ~ -Z :q- r ~ 6 m I z : CL SEAL t-. * # " - ?NSULTANTS S HT.
I lill TALB .ri &%jP3`RI - * 26421 . - ENGMEMUNG & PIANNNG WNSULTAI : ft . : - P=-=--=-=-=-l . * 1 13 * - - . - 6 .ft , j " ' I . 4~ ~ . , At'0" PARMAY PLAM Bommm surrE 35 46 ®i S= 350
SCALE IN FEET * , 8 : Zw . -0 z * -W - - "Vp"" * 0- 01 'AD- 0 ~ . . I - ,I%' ) N HDR Engineering, Inc. " GlNv~~--'* " 4`A 26217
~r $1 Ne., 7 . '~i 4 ,%6 1 =50' 1*1 / ~p 11 CHARLOM NORTH CAROUNA 28217 '**IF*, 11-0 It of the Carolinas / / \ ~.V%lj t-v, PHON& 704-426-W70 FAM 70"26-60W Is*,,, A - v2v.,
I \ 01i lCk E - "hoo //Ill ~X\N V mW \\\N 11"o OF 14
i,
. 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202 . I/ i2l L . . . www.tolbertondbright.com 1111111111111
- - --1-.-.1-... 11 11-11-1-111- "I--"- .1111111-1--.111 11-1 - - - ----1------1--1- I 11.1 ~ ~ "I~-~,~~~-1-1-~--,~~-"~",.,,-,-~---~"I - ---l-1-1-1 1-~-,--~"''-,~~-1-~~-.~Ill.-I,---~--~.-I.I.1--~-,-------------~--,,r -I--.- r - 1. I - 1-1- 1. I - 1. 1.11.11---l-11-

: i ~ ~ ~ ~ J
t f` ,l 1 ~ ~ ~ f
_ t , ~ - _ - I . gMR6 } i r ~ / w, ~ LLJ
~ - ~ ~ ~ i < - ~ 1 ~ ~ ~ ~ r ti f.
: . :
»w., ' t j . : , ~ ~ ~ e
. i. ~ . . :~r _ ` 1
! i ~ ~ ; 1. y
J t Y . i
~ \ ~ ' . _ , ~ ~ i ~
- - ~ r 'Y r i~f h ` ~
~ ~ ; 1. ~ U) z
i t ~ i ~ , , , r ' . Q z V) O
. . f `rte ...,-~--F"''--'`" I-x
A, 1 ~ } ~ i ~ ~
, ,f~ ~ ~ ' r ~ , ~ ~ f~ J s 1 ~ y,~ ~ , „t F
dk wY N,b ~ . r '4. ~ ~I ~ r .y :
r, 'y ~ ~i ~ r Y u ~ !i~ ...q ~ ~ f y ~ P ~ f i { i i ~ ~ ~ O
~ fit, . t /.r r~ % y ~ ~ f r ~ .y ' t Y~ f ~ ~ r t i y ( ~ f ~ i ~ ;
~ s ~ , {~`k i z ~ ~ , r > 0
` } ~ ~3 , ~ ~ ~ t ~ ~ i ~ ~ , ,a ~ '~J`, ~ f ~ >si, . z l ~ ~ ,~,'i' , ~ ~ ; ~ tJ~;~q r i / 7 LLJ:
G\ ,l ~^K ~ y i ~ { , ~ ~ ~ 6 ~ , ; E i a s f ~ i i..; r , r ~ F ~ t . \ , ~ ,
1, ¢ t ;,r ~ rr' ` f 'f y ,t ~ { ' ~ ~ ^ ~ a , , ' j ~ . ~ J , ` 4 r r' , t yf , ~ I dr r _ t / ~ L LLI
~ ~ r4l ~ W CK
¢ ~ ,l `~,Y
o~ 3~' f ! n ~ " it ~ ~ ~ ~ K ~ . r; ° r ~ ~ ~ t ~ ~ ,s, a ~ r ~ r ~ ~J ~ ~ ~~j; i E ~ ~ 6 ! f ~0 ~ 1~i1.
~ , °~x ~ ~ ; ~ , n ~ , i' ~ ~ k. 'x t r r„ i > ~ t; ;'r % nw
~ ~ r ~ ~ ~ N^ ,
5, ! ' ~ . 0 j ~ ` , „ v . , ~ ~ ' ,r cta O ~ O
l + , . . 1 ' ff , I , . / .attn! t ....,mom:'-~ ` S -vs ' . ti,.: ~ .
g - i . r r. . 4 ~ Tom' F-
i f. ~ i rj } 1 rPI `"1 ,"J ' f~ r,`~ .5. Y \ ~ ~ ~1 ~ r 1. r C f ' _ ' ~ ; ~ , r ~ ~ a , J r 7' FG4~ / , : ui ui C'4 CL - F- c m U) `U CL CL N "Q 0
n ;tl~, t a , i ~ a , ~ 1 i ~ ~ t fir"! . , d r t ~ ~ ; ~ , ~ a , f ~ ~ ~ J`
C 4.~ % t ~ v ,rte is ~ ~ _ - t a:~ ~ ~ r ~ , f , ~ , ,,J XCELSInR MATTING , ,
~r a ~ ~ ~f ~ . ~ ~ ' 'c ti ~ e'En `l .t f' x' : I la's ,~'r ! f S` ~ ~ ~ ~ti.: ~ f`. ~ ~ r ~ ~ ~ r' ~ i LLJ LLJ
~ ~ _ % 7 i ~ti r' c ~ ~ l ' , ~ r , r , r ~r ~ ~ } ~ k t r , . y , D m D U1
n f~ '-'L L A F ~ ~ f F i 4~, ~ ; .t wr• . r w V)
P ~ ~t j 1 ' , r ~ ; `r1 ~ . ~ ` ~ ~ ~ SI R MA.~'Ti ~ r ~ kr' i , . r o . ~ ; 1 7) ui
~ % ..'w~...~r.nww.+.".+~,.r~r' 1 'A. .`i ` ~ JtiM f!, / f ~ ` 1 ~ % ,r ` / L~ f ~ if wir ~ t.~ J,'/~ . W W W n- Z Q
. ` ~ ~ ,mss ~ •,,j~\ ~ ~ ~ `L.I y~., i } ~ X"' y a y s._.. a \ f ~ ~ ~ ~ ,
` A ..v n ~-0 J : ~ , ~ i „I. 1 ~ s
~ s > ~ r u,. ~ ~ Y 1 ,.,V ~ ! r r . ~ t `h. ' i
~ ~ ~ s l a, , , ~ ; ~ , ;
v ,'V"... `.y 'i" 1 ,it'd _ ~ ~ r f r - ~ . ~
- ~ F ti , ~ ~ .fi i u i ft ;l t ~ ~ u ~ . r ' 'i. i 4Y i ~ , ~n , , ~ , r '
_ M. ~ F ~ l: h ~ r. ~ ~ ~ J r T r , i } t ~ ~ ~ , r' ~ e
.sir/ ~ ;4 r,. \ K i w,_ „ a ,Y I J , i t ~ ~ ~ ~ , r
,1; . i _ I,. ti cr. L- AOL
r' 1\'/. ~ f,. ~ . ~ " , i ~ ~ l Q , 3
4 l ~ r'' r ~ f ~ - ~ r ~ ~ i r
R y,., ..-Y ~w.,.w y „ " ` , ! ~ `L
e ~ f ~ ~ ~y~ ,
~ ~
z i s^ . . ,l y r J / r~ ; y , , ~ ~ i
v r. ~ ~ Y ~ M ~
, "`'a, ~1 ...r ° J r ! t. . ' _ ~ i r ; I'
~ r" ~ ; °w_. ~ ~ ~ ~ , ,
1 - ~ r r ' i i ] r ' r ~ k r ',r i /r r 4.,
n a J.~~/ r 44 ~ r , ~ , f- i t ' i
n I / ~ F ,r , ~ ~ d ~ r , ~ ; ' - ~ irk - ~ . ~ ~ ~ , I < t l ~ -r - s a
' ~ ~ ~ ~ t ~ f ~r"j l I ~ ,f t~ ~ ) ~ ~ ~ ~ t ~ t ~ , . , ,
t ~ r ~ tT,, ~ ~ y 7 i, j, t
~ ~ i F ~ / ,r ~ ~ ~ , :.k s , r r rr
~~m f,. : - f 1, ~ i $ S s
r ' ~ i ~ i it `i ~ , i ~ l t ~ f I } l f ~ i r ~ r , s
_ ~ f% ' r~ ~ - - r ~ 9 J ~ < v i
~ 1 ~ i ~y 1 f ' ~ f! 'r ~ ) `'i I s ~ + ! f i~ f E
r : , w i Y . ~ t J Fr ! J d J ~ ~
% ~ _ , .1 1 . . F t
~ t ~ ' i" r ~ ;t' - ' r' j. ft 1 f ~ „ l~ f ~ I I. / J~ f ~ F . ;
;4 ~ , _ ~ ~ . '4 i ` / ~ r . f i
i ~ l ~ r ~a;1`r r s ~p j f ' ! ` ~ ~ 1 ~ ~ ~ f ~ /7 r t s" r , ~ ~ : ~ , r ~t
~ \ 4.` ~'e~ r r~ f.,~ if ..,,f~~Y 1 F ~n rye.. s~ ~ { ~ r ` ' _ A ~ l t r t
1 'e F+ f do .~tl~ r~ ~ ~ i ~~a ~ ~ ~ ~ ~ /~~f~. p y, ~ ~ - J i ( ~ ~ A
% ` S ~ p }j ~ T t ~ J _ ~ ~ ~ ` r ~ ~ , 2 ~
a f ~ t' mot- s.--+ r 1 i ~ ~ ~ r r t ~ ~ ~M~.,. ~ ~ / j(J! t
<r-. ~ n; x ~ , s . ~ ~ ~ ~ . , r:. , , . r . . ~ q,. i..;~ s / r tf LU
. , ''.y s e ~ _...3 ~ ~ , T-Y r- f ~ 1 Z 7~ 4 1 ~ F ~ Cal- r
,;w . . - i f# it ~ 4d~ 1 . . _.,,,.y.. ~ ~ t r ~ ~ ~ ~ l , ; ~ ~ N- r' r , ~ ~ ~ ~ . }
( t k->. , i ,I,/ f'' f~ Jar ~ y ~ r ddo
-73 j A I APPROXIMATE ROCK
~0 ; . EXCAVATION LIMITS 93L Lo
J .
730 / ' r r
7 7 7 I JJL c)
Z~z f F : tr J lI
; ! j r r r e "O , , J <0 V' I
f 1 f M
"..w 7, It, f / r~ d
21, r '1 - "J 1j ru
i t d 1~ E r{ '
i ..w. F r
? ,I -77- z LLJ :3-1
1 ! r f / ! f ~ I ' n r r r EXCELSIOR MATTING r '
t F , ~^q r r
„ CY.1 I
' r F r r r r J ° / f t i I f ! / 1 1 MATCHL NE ~r I DE,,. T 5 5 0% 6 LINE— ,E 14 '
i. ~i - 0 ` b
r y f k i i w
r ,
Z
29 so 1i1 076 s 34 W
$T r DRAINAGE f i l l / 48
*~9 yr 1r) UmNIF
47 148 10 60 Al 62 63 i~ ? ` °°SS 11.1 ~1 TALBEKI O 4a' f .UGHT
?r 5 0 50 100 150 4 o. o 4,-.. 2 50 2 3r .
68 6? b8 69 ea • • . a. SEAL r . • - - ENGINMUNG &PLANNWO WNSULTAI WSULTANTS S HT.
1 13 • - 26421 4944 PARKWAY PLAZA BOU1 ARU, SUrM 35 -10 SCALE IN FEET .F @..• , _7 45 ,D, SIM 3!50
r~ ~ 4 , ® <v . ND~d Engineering, Enc. ,Q . . GEEy~.. NORTH CAROLINA 28217 JA 28217
4 > ~ /r ter. , r i ° 1 =50 '94 ® of the Carolinas ®s D G e° r Ck ~ PHONE. [phone] FAR. 704-426•6080 426-bOBt)
I I r®q~p1114i?~+ f! t t t t 1 ti OF 140
1 128 S Tryon Streeta Suite 1400 1 Charlotte NC 28202 www.talbertandbright.com

- , , t ' ~ ~ ' 7
' . ~ y ~ # 1 ~ ?r 1 J r r ' t I 4i' .l' {
: ' r - ~t I t ~ . _ . ~ , ~ ~ v' v- ~ [ LLJ LO
..v. ;.4.. _ - ~ .,w.....~ .......w.,,.~.~. r ~ ~ t ~ ~ { , ; ,l t,, ; ~ ~ ~ - , - ~ x t ~ ; ~ , y
r_ ~ ~ _ it A r, ~t ~ ~ ~t r s ,x ,tip ~ ~ 1 i t , ~ /
r ~ ~ _ t ~r . , ! y ~ t i ~ ~r'"" ~ y ~r ;,,,t r` ' : - ~ , ~ ; ~ ~ Y. i°., i ~ j I
f ~ _ t ' 1 t , i ? d ~ ~1 ° 1, / ~ ~ `f. ~"t C t~1 g~f f~~ C 1 r' a ~ t ~ t»1~ #Vf~rQ C IUlr~tt`k ~49Yi~,~J I :r' ~x '~a~"" ~ , ~ r ~ f ~ ~ tis -'i t, ~ 1 ~ j
ti r, ~ ~ is 4 , ~ ~ `,i'~ '+t , k ~ p., h" ~ 1 ~ '1 r a ~ , i~ ~\,r A ~ i ~ Y
t ~ ` 1 _ s y ~ ,.ti~ ~ - : ~ ~ is 1 t J %z ~ r I ~ ~ ~ ~ ~ 'r~~~~. ~ - ~ > ~ ~ ~ ' ' ~ ,kF ~ ~ 11 tI 1 ~ ~ r ~ . t ~ ~ ~ ,f ~ r > ~ ,

1 ~ t - - , ~ • i t k w.. , ~ i f ~ .I ~ i t ~ ~ eta ~ ~ ~ ~ . ~J, 1 ~ 1 l1
1 1 r. # t , t 1 ~ F
~ W , , i l i-`° ~l x ~1 ~ i r- I t 1 r f ~
~ . ~ ~ l ~.r' i'- ~ i 1,-~ ~,i'~ , ~ ~',s LLJ
t ~ c , t , t i~ z z y ~ 1 ~ y ~ t ~ d r
u , `1 a ~ ~ i l 3 ~ ' ~ t tt ~ 1 : . r ~ f ~ , ~ ~'1 y. ~ t ~ m., ~ ~ i r 1 i ~ t 1 1 ! ~ i ~ a ~ i ~ ~ t + ~ \ is ~ ~ ~ `t.
1 ' t 1 1~ ~ f ~ t ; ~ s. t 7 t + t \ f ~ ~ i ~ ~ / ~ ,t 1 t "t ~ `t i' y A 1 i i t S ~ ~ ~ i 0, y ~~'t, ~ ri f s s ~ ~ ~ ~ ~ y ~ int"~ ~i. A, 'S ~
/ ~ 1 ' ` ~ f ~'s, ~ ~ l 1 ~ ! 1 1 t 1 ~t ~ ~ r ` i ~ ~ j 1 i t 1 ~ t l ~ , ; 1 ~ ~ J ~ ~ " `z ' ~ ~ t ~ t ~ P U 7
, , ~ 11 1! r d + y d ~ ~ ~ r i y j t i `y 't ~ t ~ ~ f~ J ~ ~ ~ ~ i ~ y ~ i ~ ~ ~ , ~t ~ ~ ~ ~ ~ , 41 654. 5 ~ N .39, ~ ~ ~ CK
~ ~ ~ ~ P I } , i . 1 ~ r ( ~ y ~ 1 t i t i ~ ~ y ~ s ~ ,t~ , ~ ~t j r r j t f C ~ ` t t ~I t t ; y , ~ , ~ ~~t ~ ~ t'~ ~ 1 ~y, ~ ~ , ~ ~ ~ t r~, , x-25 1 ~ h,41 ,;72 .36 : ~ ~ r s ~ . O
ti ~ t r' t , ~ \ dt ~ y ~ 3Y r w..,.~.........., a ti r l ! s S 3~ t 1, A ~ ~ ~1 ~ / f' rJ f ~ ~ ~ f y y i Y ~ ~y ~."i`~ i ~ ` /'tea 1 Lv
~ ~ ' t ~ ~ I ~ ~ ~ ~ ii ° ~ G `,A 5 t t ~ 4 ! , ! r t 1 r-.~...-..~.,.,,...,~ E ~
i 1 ' f ti '~,11tt i t d t t 4 1 a , I t f ~ 1 ~ ~ 7 ' ~ 'i' ~ ~ ! ' J i ~ i' ~ x`21 , '1 J 1 L
~ o ~ ! ~ t t ~ i , 'i ~ Y t y y ~ i r r` t / fie' ~ ~ ~ it ~ + ^"`"„`w ~ t t S f t t ? ~ ~ ,t' C i ~ t ~ , , ''a~~, t 4. ` Ld
~ ~ ~ b t i } I ,t ~ ~ s ~ t3 I ~ ` y ~ ~ { 1 1 ` '1 f mow' / d k +
1 r , ( t 's f i~ vp f /s,~ ~ i j ( ~ ~ti t ~ i t. j s ~I ` i t 1 ~ i e ~t j ~ ~ • l " ~~t 1 r r ~~`'~e~ ~
~i 1 ( i t ~ ' a J \ - ~ ~ 1 l ',i i { i i S j i4 ~ j ~ ~ t` t 1 .3 i ~ +JI. '""~^1 ~ r * l t ~~fr
s A E t I I N (.0
I ~ t ~ , r , j _ ..4 r i~;~ ~ ' s ~ ,,r. ~ ~ ,a ~ ~ 41 71 6; ~ y v a ~ r ' i y~ ~ i 'w"7 i ~ i i y i +t i i~ r 0 L
l ! t ~ f ~h t. t 1 3~ ~ ; 1 i
0 ~ ~ t ~ t E ~ 1 ~ ~ ~ ~ 1 , ~ l~ r ~ ti, ~ . , - ~ ~ ~ t~ r~" t i
f f ,.r.r 5 A f~ s 11 ~ ( t t ~ e ~ , d i y ~ ~ i ~ R L... N-J 1t.f Y, . UJ W N Ll Q LLJ LL CL. N - D
y # ~ ~ EX ~ELSi~R MA TIN ~ ~ " r ~ ~ : ; , ~ ~ ~ ~ ~ r 1 e ,.t ~ r r r i
, , ( r 1~ f s t ( V ~ rE~`^.,7,i~~' 1r(. f S,',n 4 ~.~.r i 'a^ ~ ~ ,~-,i`...~ 4 Y ~ j 1 1 ~ I f i ,1-t~ Lr r ~ r ~ ~
ltc r ;r ~ 4~'~`:>sl i' r' ~ „,~~.~k,,.3 ~T,r':'`v. 7s~ ?.,rR ~Y~ t i e ~ ' v i +r~ ? . ti ~r„„,,,~ ~ ~ ,s' ~ P ,,JL rr. r~ y; ~ ~t ~ _ ,k {.N; \ ~ w # . i 5 .c. ~ t s .`t6 r.:,.~ r rr , 4 I r a ~ ~ ~ w L Lij
~t ? j ~ ~ f, r„d`.. } ,w c c . ~ t a. : ~.w ~ 3~' '..,~~M,R ~ ~ 3 Y ti ~i~1 ~ '.-s { w s' r .S,l kt ~ jib P M~` oxd,,..: Y. { + bC `y y~, ! ~,~0 v ; ~a 'tt, ~ ~ ti ~ , +.V~'.3 0 t ~ i ? r'Y'.. "v! `.L 'rr ~'~~r ( 'b.' r t ~ ~ W' fi l 1 w ~ ~ i i d t r., ~
i } r ~ 1 b~ r * ? r s , t ' 1 ( :•a', tier" ~ et, ~t t t ' c r~ ."4„ ,'x, 1 ~~.s.~ `r:~ M1 4 `ti n,J.i i`^'~ a d r ' ,C ~ v t y, ,,r r .,'s , 'F t ~ 4 .r'„ ! "iC : ~ t I`,T i , ~ ( >r , ~ ~r''~r .r, t,M t /'ti f "',ire ,?,r,, t :kk 1e.. \ ,y~` t..r r 7.: ~ ~ bsr; ? tt`~. s `r' :'~'Nr d , ~ , t 55 ~ } gg ; ~ , i { ? ~ 4 J.., /f - ' ~ t '1 . ' ~ . ~ ~ . 1` / , 7. 1 ~ ~ n. I ~ f / W V) . ~ W Lei U L,J
t'ant, ~ ti-~ .s. 'wt j r ,44 ,t; .bi,~t t b~ ~ i tl. 1 F7 'M.: .,x w. ~ e S , u' } • . ,h , 7 , f ~ O O Q ui t-
~ ti ` 4 t( r ~ t.. :l. 1 J \ ~',.i 1 . ,,,`r cc h,. ir,'. t ~.P ,.,k, ? } ,~Y tea ~j. ~ i r , r, \ s ! i i f f i f `....r'' al
~ , s . 3 r 1 ~ I _ ` ~ _ T ~ ( r P , ~1 W'^ t. .t' I d ~ ~^T':~ ' t 'L `e ! . ''t_ ~ ,/fin ~ ,,.„..w... ~ ~ t _ i~ .
.fir. y o , f. , r.. ~ VI , 1 .t, r , S . ,.M 1' 4 a: OS.~ r 3 .a5 ~ ~ c 7 r ° , ' ~ ~ , ! 6 ! r ~ ~ ~ ~r ~ , ~ u 5 ~ I
, ~ ' ~ 1 `~/5 4 -S ~ tits ~ f e, ~ ~i ~ , s ~ ' \ L: Y Y ° ( ~ ,n a 1 '`~r„,„ `,i.`~'t bti ~ 7. ~ ~i`y., E, k„ } b t j i ~ ~ r ' r e ~ ~ 1 : ~ ~ ~ ,j r f
r F ~ , - - ,i t r ~ t .f ~ ~ ~ ! r a i ~ ~ '
: - J~ ~~i „.i / ~ / f \ r , r . J ;\.1, :,a, \ 'tea, ~ ~jC, t s , i ~ - r t i r' ' , i t f s ~ ~ rr . ; f f ' ' / r ' 1 ? i ~ , ; ---ire i a` r" r 1 1 ~ a 1...
, l ~4 / ~ / p \ y ~ ~ > ~ ~ t i r r Q f (t t - t ~ ~ i. 4 r-~ i ~ ~ i ~ 1 " V
, , j \ „ b, ~ 1 ~ ~ : t l• / ] / 1 _ ~ d! r t c 4 i'` 40
4, ! 4.~ - \ k~ 0 k, ~ } th N In r 3 F r .~~t ~.y 1. ~ ~H. Y t\ l ./V, i '1 i :v i ~ ! ~1 riY F r. ~ , , ,.I. / r ~ r r f S `i i r t ~`y 3 1' i i i 4 ~ a' / J s~,~ r ~ ~O~i ~ c ~ ~ ~
, • /J ~ .Y; / ~ \f \ ~r . ; ~ . . • . , . ~ + .r.,.. ~ s ? . is a t `t $ . F, + 1 _ ~ . ~ , . ~ r • ` ~ r~, y. ~ y7~ ~ I k; r * ~,,.~c is" i il' 7 ' r ~ i 1 t / , r . 1 1 ~ ~ + ~ ~ ~ ,t i , ~ i
. ~ `f - iJ c I t i , t ,.w,.-t`~ t t ~y W/ ,~~j." 1 :rT r ?ti - t j,.4 r ~ \ / C\ ~ . !r~ ~ 2\ ^+;t.' i. b t PXr f ..t ' :r'' ik^ r - .1 J r 'y,., „ rr. 3 ' >~i -'4f ~hr _ ~r~~: x ~ ii.. ~.i 5 , ti t r 't'.. s.. ~ i i i ~ ~ ~ s 4 1 0 1 , r=- r-- i fto
1 . / 1,'l~A' l 1 ~ YAW k..` ~ d . ~ • ~ ,f, ',r ti " 4 5 t ~ ?S 7, r `~F""""; .1', i t \ ' ~ r t , . r. ! 1. ~ , ° „1 . 4,r ~ b..^`~~NEw s i, < ~ "v, Xr'i`~.a.r ' t, a ~ a. i R ~ ~ _.N ~ ~ l ~l ~
\~r X ~F y,~ :o. f .;t FJ; -'tti .y 4 ~ } :e ~ S, s ,~A.... > 'l ~ ~ ~ ! i~ 1 t 4 ~ ~ c r ~ ~ ~ '1, ~ i, II i
, r ~ 1 I F~ r \ ~ % ~r , ~ ~ i ~ ~ ~,(~`.rr",.~ .rho i.;_ 1 1~ ~4 } 1 , •~1.."" i1 i ~ ( ~ y ~ E ~ i ~ , ( I ~ ~ r f ~ i i k „i 3 Now
r ~ ~ ~ j f 1 ,.r ~ ~ ~ 1 1 t i s it t ' ~ t
~ ~ ~ ,~r.~ ~,a 4 ~ f ~ ~ t J l I t ~ } 1 7 I i i t~ ~ / j `I. 1 ~ ~ r I ~ ~ •1
~ ~ ~ 1. i . ~ ~ ! j r - f 1
1 t ~ ~ ! ~ ~ < < r ~ ~ ' Z
, ~ ~ • ~ 4 ~ ~ ~ _ 1 r, I { .J __.l ti ~ C7
's r ,r 1 i r F ~ f"'', 1~ ~ ~ ~ _ ,r ! ~ ~ „ ~ ~ ' ` ~
r , n ? ~ ~ `f x t, 1 ~ [ ~ , ~ ~ r -~r;l , i ~ f =a ~ 1 r ~ ~ ~ ~'r r' r t i V r r j
k, a ~ ter. ,4 h ,t a ~ 1 X97 ~ y 1 ~ i r 1 ~ r t
i k J~ l{ h~ `fir \ ' r ; t ,t Ott t \ : 1 r ..L. - ~ ~ i 1 y y r f l r . ~ ~ f /
\t , ~ 1 L \ ~ l v I ~ f r r
i / ~ ~ ' ~ h 4/~`'~ ~ a ! ~ ~ r` ~ ~ ~1 ~ , , .
r ~ ~ +W 5 i
, Y ~ ' t ~ / . ~ ' kw.».. ...Je..«r' ^ ` 4 ` - 1.
~ 1 ~ s ~ { r'. ( y~ J ~
` t ` 4 \ 1 , i ~ ~ t ' i V 1 ' ' /Y: k ~ 5 11 4. ~ \ r { y ~ I i
t },i~ / 1 t ~ ~J~ \ r ~t ti ~ ~ / X F LX c \ t E l / ~ ,
, ,c c f, ` . f 1.. f i'
y I ~ 4 1, y . V ,1 , t a ? r ~ f ' ~ r~~
' r ~ _ ~ i ~ '
i : ~ ~ ~ ~ - 1 `J~ \ 1 , 1 t ~ + ~ ~ , I, is ~ \ ~ t 1 , f r- ' ~ ' F- r r r ~ ~
c ~ ~ ~ ~b+' ~ k ~ ` ~ y ~ ~ i r, t\ f \ 1 \ \ l ~ \ , / f r i ) ~ `
- ~ ~ . ~ ~ 1 l ~ t t ~ 'y ''t k ° A ~ ~ K i ~ ! 1 / 4 1
t~ ! ~ ~ r - ~ ~ ~ ~ ~ ~ ~ ~ ~ , e 1 , 1 ~ ~ ,41 ,21 x.68 ;
. I 1 J ~ , ! tf t ~t ~ ~*4 r \ ~ 4, r 4 ` i . 1 # ~ ~ y t ! dr ~ i d' P ~ ~ k: J,f r, '4 \ ~ .r~r fr.`~ 4 t i ~ ~ \ 1 S,t y ~ 4 - F ~ t ' , t r n~ y ~ ' 1 ' 1 i
, , t 1 t ~ _ . w. , . „ , ,.5,.....M ~ ~ .:w..,,.,, r.. 1' . r r. ~ 4~ ~ y,. .a, ~ . , , . , , . t ' ; > ?i A .h i V + J:. 9 v , F
J \ ~ +Si^ a i " a '1 , i r h I a s r 1 't r ~ / 1 , w ~_~~~~y -.R.... , _ • ~ ~ < ~ ~ ~ ~ , . . _ M., ,y ni ~ 1r" ~ ~r r~. rte... ti r 7
\rr \ , w..,..G , \ , : ro,,, • \ ~ P ~ 5 tit,~.r, i \'.r ca f J 't. "'l, Ml.rt : t ~i,:,.1 ~ ? ~ l ? r r of ~ + W 1 r } ~q~~(., o ~ t r
, r ~r,. ~ , : C , , r : ~ .t ~ r. x,,,,...., \ ~ V
< ` + } ~ ~ - , , rh, x , s, f
,;,r.a ~ ti 0.
p ~ x X
..w. 7 01V - -°7.30 .
v LLJ
i `w 1 t h 75 ti ~``.M1 t E 1
y r ( r ^~t^w.... \ •1 i Z L v
. r 7 elm 90
„ f 720 I a i
}1,, f 720 1 `k
77 7
} 71 \ l of ~ > ` ~ '
y j' a ~''S, v, }f. ,1. 1 ~ ~ti'.\ S yFh $°tir ;rk
IN, ~ x r
oK ~t f S
i W ` Q
. rr. ~ • ` 7'7 - 77,777 (al
~ „....„,w ,'r~ 4 tip. ~ ~ i? ~ 1 Y, i~ /~•s:~/ ti i~, a~,. ,~f .d t , 1 ~ ~ ~ , Y
0 hl > f f r _ r^ EXCELSIOR IvT71NG^,., Its L0
O
27 28 29 30 31 32 33 34 36 38 38
DRAINAGE
3T 38 46 46 rt~uaruAn~peee , C'""' R
47 148 149 160 K 1,52 153 _T-. 66 e, r+rrar. ~
& D TGJ BIXL 4 ~ 9 O 50 25 a 50 100 150 . Q
68 57 Si Q. SEAL, r- -
ENGRGEMG &PLANNNNG O NSULTAA 1 13 - : 26421 'C) a. NSULTANITS S HT. 44 S= 350
r 4944 PARKWAY PI:AZA BOt7LEVART), SUM 35 SCALE IN FEET ~ = y ~ • , `v HOR Engineering, Inc. . GINE.. NORTH CAROLINA 28217 fA 28217
1 =50 , . of the Carolinas PHON& 704-42MM 26-6070 FAX. lJ A. G , k 7044 426-6080
-fl OF 140
s www.tolbertandbright.com 128 S Tryon Street, Suite 1400 I Charlotte, NC 28202

-

r- t~-
, , , ~ _ ,
!t _ :e ~ - , , _ W O -tl Q `
• . ,w, ~ ~ ' 1 ~ ~ ~ N. D ~ O
~n , f , t ~ ~ Y ! a' '~'..r5, a. ~ J l.4 ~ r S I , v~, d a~^ Y~ iaw ..rl 4.i n2 - y~ . ! w!,-w.~,"y++!.r
S <; ~ , ` ~ i ~ ~ r W i ~ 4 t r ~ i
H - , : , ~ -
: ~ . - ~ d : ~ ~ ~ , ~ ~ {1r , , y t,P } d t.
~ , rr - ,p+ , "^~x ' t ! i
-w v_ ; s x.,, . y
{ r ~ ~ r r i ~ , r k V)
- ti y;.;,, - . , 1, a a I.
t t , r, , ' - ` 1 ~ } Y' Y. ~ „ .4~~. is , i ~ t ` Oar"ti r ' ' i .a ~ ~ >r , V/
` ,i , t , , a .w ~ 7 1 - • t - 'w
~ t . . ti,,. ~ ~ 1 t 1 y _ s '
r , ~ , . ~ _ ,.1,.. .r , - ; `7-^ ' ~ _ r
/ 'y ~ , ! ~ ~ r ~ L ~ '•t~ ~ ~ t _ , `'t { 1 , ~ yam. w. 1 ? \ \ . F F \ U„r t r. t~ , v.r. r t ~ ~ ~ ~ /tr, 2
, , y. r ~ . , l t ! ~ ' ~ ` • ~ ~ r ' ~ t r W,.' ~ ; ~ ~ ~ F,. C)
f . s 3 ~ ~ , , - - , 4 ~ } t 1. ~3., t ' ~ , . r ~ , ~ ~ ~ ~ t
' r: ~ y, ~ , J is F +~^....w,,,,,,, 1~ . _ , , ,.r _ r LL.
^'f ~ e ~ ! , i ( 3 t s f , - W
, f 1 . , r i is i I ~ , ~ w_ _ _ r
? ~ ! ,,.f ! y n^ -33 " ~~t i • r , \ , / ~T i y~ t `3- , ,r" T ~~J: 53 8~ "fi.~51 ~ ~ ~ , W
~ ~ r s d ~ p ~ ,d ~ \ ~ f 4 1 , , s ....m a : : : ~ ~ v` ,I ~ ~ ~ ~ f ~ : , / f f ` Y '~4 ' oe' , ',4.'., f' ti'.vt~ h i Zt I ~ ( - `r'r wr •f r , r ~ i ~ 4~ f ~ , ~ ~ , i , r . emu~// - ~ Gl.. A
~ f`~ - ~ ~ E t, ~ , . F ~ ~ i i , , ~ ~ , I t 'r , v , ~ I , a °~N ~ V LL 1
f r ; ' w ` 1 } ~ ~ 1, ~ ~ 'w E r J { i.. ~ , r..-. 4Y a a/ 7 I. 1 . y ' t ?`r' '~V ~ ~ l~ " t" ~ ~ . 'r'` ~ ~ Y , ~ ` ' ~ ` ,--i' "v' "''''`w r a o~ ~ r , ' t
~ i' r'` ~ 1 t ~ t,i 1~ ~ /\^rf,':r i"~ 3 is .tom.' ~ ~ J,. ? ~ , , ~ / 'y j ~ , ~ . s i
r ' ~ ~ ~ ~ ~ ~ rf ~ ~ ~ - t
4( x ' ~ P r f r m i n i 3 ~ r F ~ i , `i r'`~ ? v .e~. r'lt ~ ry l'd` ry-, 's• `',,x~V%'~ '•t C 1 t t ~ F : ln`,,.:e ~e" pry. ~ If Z I \r , "''ti..~'f''`ti.: ~ o.,~ , ' o 0 0
t ~ ( t : } ~ > ~ ~ i F f ~ - k 1 1 'v ~ A 'NI ~ t t, r,~.;* .,,/'r .t t ~ + ..may'' f ,
!1 ~ e ~ , ° m,fr 'w, ~ i4 ~ ~ ( ' n 1 ~ h,,~ ` 1 q•~ , r^' - r ~ ter,,,.,... ld ~ , I ~ 1~ ~ ' , a ; ~ ! I r`O ;T'ti _.a 1. Y' ) t ~ ~ , x i F-- F- o m to v
~ ' r ~ ~ * - ( r{ t ( i ifi ~ ~ g ' ode i ( f ~r . ti , r...4 ~ ~ , ,o .a ti 'r\ a ~ a I "1 `Y" - ,.~"e r ~ I , ~ ~M k..'.. W4;114~€~ ' C.~ ~ I ~ ~ W W (N (Z Q W
v i~ ~ t ~ mob. ' t „,i ~ ~ ~ , { t'~ ~ i F? p~>f ~ ,'i e ~Vt,;. j ~ ~ ' M,'r ,t +y` it 1 tt r'' f/1, ' a ~ { ; . , _
m r t f a Mfr ~ d 'l ~ A/t\ I?+ t!'~ ~ f ~ f y f + i ~ ? nl ~ 'r ati.! ~rr ~r ~ \ f t t ' 7 1 _ t ti 1 : , ~ ~ f Y t i ,r t
4a ~ ~ 1 ~ ' a / ~ ? , . SEE GRADING AND.. AIN G ~ ' 1 ~ r . ~ , ` t ~ t NOTE 23 SHEET 26" OF .140. ~ ~ t r• M,~ , , ~ , ' ~ z O m d * W y- 4 Q C) W V)
r s ;i ~ ~ i , ~ ~ ,,n~. r ti r , ' 1 ~ ~ ~ - ~^r Yh iµ „r . ,t~, r % , f L ` tit r`*_
~ ~ ~ . ~ , { .r „ , , , t ~ 1 ~ ~ ~ ~ ~ v` / ~ i, ~ t , Z Z
J , ; 3 .~',E~ 4Ja a ~ ~ ~h i , ~i~ „ ~ ? ' l 1 S
r t r.. ~ ~ ~o ~ i 3 ~ i r~ L~ t _~y` x \ l
,,fir M a , ~ x ...~1,.. `~1 F. i s c t 3 ~/X h ti i F 4 , 4~.. 1 i
r , I f : t ~ , ti , ~ i X ~C PRO. IMAT R s lC~N l.(MI~'S ~ ~ ,u 1 ~ f ~ , , i r
1, ~ ~ 5 G~A~I AN D R~A~N~~ ~ l ` kk 1 4 l ~ f t < i i ` ~~1 ~ T x'14
~ ~ t ~ ' ~ ~ ~ ~ ~ f,, r ~J t f b r ~ Vii. f Z l'. r r/f _ ~ ; . t t s C~. r. r ' r ~ ~ ,~t t ~
• \ ~ < : ~T ~ ~ r ~ ~ i \ "t
~ / ~ s f r' ' . ._.,r.. i ~ ~ r , , ' I t ~ .
~ l . r ~ f ~ e < , v IA
~T~~•~~ f Y~ i ~ v.. M t ~e ,~~X , - R , ~ f . - r ~ ~ S r
w, y / ' \ 4 ~ .'1 X41 ~ ® .
~ ' s \ / ~ , , ~ _ r ~ f.._ ~ r.. 4 ti 1 I r Y e w..~.._ i era »e ' ~ ; v-.., •
r ~ a r . ~ y rlrir ~ i ~ / F l
~ s i k n . , j ~ ~ .j f ~ 1 i ~ , , t ~ : i' ~ ~ / ~ *ti
, ~ 4 ~ ~ r 'y • 4 ' ~ ~ a ` 1r ~ ti ~ r4 t !II
4 , , , ~4 y . ~a i,_.. .1 l S y Y e - ~ww • r r _ `1 l ~ f°
F ~ ~ 1 y ~ ` f , y ~ i J
• ~ ~ , t. ~ ~ ' mom
~ 1 ~ ( , ' I ~ t a l r ~ , ~ ~ ,s i i ~ ~
: 1 ..~.,m..... j. } ~ h i ~ ~ ~ t i t ~ ~ ' , ~ i ~ ~ F ~
L _ < , - _ k r r , 1- w III
- ApRRa MACE U~J~~R~UT ~:i~I~S ,
i 4 _ ~ ,i ~7 , .,,....t.~.~.,:.....y. .~.~..~:.w.
~ r ~ - ~ ~ f t 'F~ I i ~
~ , i~ 1 ~ ~ Si i LLJ
~ : j i',, fti,. ~ •.~~,:'x,,, t ~ .T" n . r,'~t ~ • r~SVr`` P~ ~ ~ , . t ' t, ::Y.., rye n~-r•! ~•w '~..~+r"~ rY~.~;.'t ''~.;`t Y'. t , }
i _ \ r, i ~ ~ ~ ' ~ ~ ~ ~ 2' f e,.. 4 f, 4, S t f~
„ , X ~ ~ ,i . a x4.~.;~.e..... ~,r:, t t ,j~ y ~t~s i i ~
t ~ -
~ ~ , ,I ~ ~ t ~ r~, ',K ~r, ~ t 1 4 .urn,' s~ tr ~ ',f~
` ~ ~ ~ ~ , ' ~ . s , • t f ~ 4
, s, . , r a > , r ¢ . f
~ , 1 4 , ~ , ' y~ .1 ~ s ,.F ,..r - i ~ ~ v , r
j` r. r. t ~ , F. s ~ ~ .it n..~I l~ u 1' ` t J l . ~~Y i~ ,
r. ~ , ~ t _ Y, t . j
~ ~~n F ~ fw ,
~ ~ " EXC 14R M G pp 2
EXCELSIOR MATTING ~ ~ ~ - ~s ~ ` 4 ~ l ; i `a c, sI ~ i ~I~,.. I x ,
r ; / ~ ~ a ' , , ~ f ' -.-.,,.Y.~.~.. ~ . , " _ _ a ' J
. , r., , a..; . e , F L. ~ c . - ' , , j . , ,s ' ~ r~riiio
i . :-+,ra • , , ~ ~ • - , } tirr, ~ , , -
, . , : • a t i E '.i
r ~ f, r i ' r < .Y' r, r a. ~ i , r , r
i ,
, ; _ t r °
, ; ,~w.,...+...r 730 W wit
t i r i i~....s f.. n-y ' a ~13 NI I
a a a
77 777 7,77, --725 . `r r , Z LL. U
, 4 t i ? V N1111 27 - to
, r- a SUED , r , f , ^ W
` l ~k r l" i r i , ,S ~ s , i .7 +
, •
, ^ r , :r "715 777-7 1 77 ® W
E y/~) 5 ,
r ek } J •w~n,ri jeE~ r r ! ~...w,,.•, , ',t 1.
1 ! y ICD l f. Q co
y 777-
, v W
7 ' ~ 4 is 1 ^ ` . . K w cn
i , y F ~ ' t ~ Q
77 , m
M11YpY } i L M.MM~MII~YMM•YF _ l • t x : 1<\ I v. ~ by 21\ ~y ,
, 'N"m T 53 \OF 14 ~ o
, s 's `s ml-riJ l e . ISM \ rk E,` ? \ • 4.1~ r
w
6( iV 0 W ~ 32 33 36 W 38
DRAINAGE w
46 °°°~?eere'IlAereAdi ~ ~ , t t t 1, r
C p T) T qaa , . ,
47 48 49 50 71 JGHT
50 25 0 50 100 150 0 2 - :4 SEAL r-,
ENME UNG &PLANNING CONSULTAN s 13 • 26421 z 4SULTANn S HT. 43
4944 PARKWAY PIAM BOULEVARD, SUM 350 SCALE IN FEET .4~p ® : w ; is, S= 350
M r FN F,.• Q G • ' HDR Engineering, Inc, MARIMM~ NORTH RTH iw 28217 ? e oo , ~ ~ CK-A4.V&.i4i~ARD NA 1 =50 of the Carolinas `a A 28217
~r , la , C PHONEe 70"26-W70 FAX 70"26--6M PA A. XOA - X\ /lllee/ lrllt t E26-b~Q
128 S Tryon Street Suite 1400 Charlotte, NC 28202 www.talbertandbri9ht.com I OF 140
-

i y ~ ~ 1 l ~ , r , t. r
. ~ , . , ~ , ~ ~ ~ , r'1 ~ j r / F f 2 ~ ' ~ . . ~ , LO
_ . _ a. W Q
l.r 1 . ' ~ - M1 / r_ I~ I"~ _ _ - ~ ~ . r r ~ ~ ,r r . - : j J ~ . I D Q
n ~ S
~ 'r - , ` . . ; . i r
2 . ` ` r r ~"""""Mas ~ ~ r'. . - , _ ? ~ _ i 1 f r e n ~ ! ,i r: ~
r f ~ ~ .n.... r T - f. ~ _ i. , ~ ,
. ~ ,,r !
R ~ . , r;. x i 1 I / { ~ p, 1 f
~ , i ~ f c. i ~ r , i~ f r , .
~ A ` h -2 F , i i ~ _".fir - ~ jf~ z z
~ - a_._ ~ ; , : ~ . , ~ Its ~ 1 , ,y
i. j.. ; ~ E } U
f ~ i w z . : j r i i ~ ~ ~ r , ' C~ ry Ly
. . ."""1~+.... "f •.ti• ^ M r ~ F , d . V)
r y ~ . q ( , ~ ' r z 0
. f 1 " ~ k / r r, < , b _ N.' ~ 68.92: ,
i ~ - z i I' ? ~ ~ r s ;''ti't' ~ ~f n ~ .'T` , . 4.. ~ ~ .55 ~ ~ ~ , ; . ~ , t Q
~ , i a i ^ t ~ N.. /f , f > ~ ~ ~ ~ t b «.y LL l
. ~ J f i T' r?' .lam A ^ ? ~ ' _ J r f . i i~ y i b~ : f . t - CJ i W
y s ~ 2 ,r . ~ ~q ~ 3" t i t ' 1 ; ~:`1. ~O' ~ tr ~ ~ 1c '~\p~!` w.? ~?,',r` ~ ~ ~ ~r"~Y° r~\;.. r rI f f? . ~ 537 ~ ~ , . , t ~ ~ ~ ~ ,r'' ? ~ t . i ti ~ .r' j ,r r ~ , 1,412,891.77 r 4w f' ~ ~ f ~
~ ~ E~ 1~ 412 9 q.3~ ~ ~ r f~ ~d, r . ~ ~ J r f ~ ,.r F ~ : l . , i ' spy Li.!
t j 1~~, ~ 1 f / ~ ~ : u~ - r
t j/ J I }'f~ll f ~r~~b/ a i y ti ~ ~ 1~ . ~ _ ° ~ 0 b/ ' ' 2 f j ! y / ~ i . 1
~ .r ~ 3~, 49.24 ~ ~ : 1 , i - l~ r' ' ~ ` , u. 1, 4~~2' .867. , .
j ~ 'S ~ r^ r ~ SP 19 ~ f~: „ ? . , f,'' ~'J ~w • ~ ~1 ~ J ~ 1 } f
, , .~a ; ~ ~ ~ N 53$ 02.35 ~ j ~ ' : r ~ i .f j f"" , 538'252.34. . , ~ ~ t
S ~~1 f~- 1 ry/ Q ~ ~3 ~I ~ 1t ' ~ f ~ tr« r i .J' i J f, ~ L. , ~ 14, ~ ~ V • 07 `r ~ f ~ ~i rf 3,! ~ ~ - ~ ' - . . . . t E 1, 2,89,..9.31 ' . CIO Q
r ; t r ~ : . . . ~ f~ - , _ . ~ ~ i
~ ~ ~ ~ i ~l s t . ` r r 1' i ~ l ~ " r . ~ : - ~f i ..1` ~ 1 s` l r ~ r t-- Q m to U
~ I. r ~ R~ ti 1 i 1 ~ ! F' ~ i 1 ~ : 44 f 2 w w N r ~C W CL CL N D
y ~ ~ r i 1 l ~ , ~ E~~~i 1 ~ a ~ ~ . , y ~ r ~ ~ t I ~ ~ y ~ , ~ :
r I ~ t i' # '.,b~~~' ~ ~ `..x ~ ( ~ ` 1 J ff
~ ~ .e^'"`.+'' ~ a ~ ~ ' ^ a" ~ / ~ / ~ ! i ; s 1., r / \ ® ; fie F ~ < r ~ i ~ i ~ ~ i Q ; i / ~ ~ ~ ~ ~ r , w z >
i f r ?I~ ! ? J f ~ f t r ~ , !"5. \,N;e 4t ; ~,F!~ ` ? ?r' ~ ,,^/it' / , ~ ~ .f J ~ ~ 1 1 1 ~ ~ ~ ~ j Z W cn
< ~ SEE GRAD~~N~G -~~A~ND DRAINAGE, ~ , Q U U n (n
, ^ . , ~ t,,st r. ~ - ~ r"I ,?,f " NOTE ~ ;aC x~ NGTE 23 S~IEET 26. OF 140 ~ ~ i` ~ f / . i i ~ ~ , i ~ 1 ! . ~ ~ U W Q Q <C W F-
~ I f f ~ i r f - ti w:'~ ~ W C~ Q! C~ _ aC © CL CL ~1 C3 i
..v ^ ~ ? F EXC~LSIrOR 'Y' 1~ ~ .F lr % ~ l' ~ I~F~ !'r r ~ y .J~ f ~t?~ ~ r ~ ~ ~ 1 r ~ ~ ~ r i' ~ i , : : . 11 t
l y t ~ J " ; o F , , , ~ ? f c ~ l~
r"• w,..~ ~ s ' ~,r ~,,,r ~ , ter"" ? ,f~ f ..w ?r ! 1`~ r : f ' i f d` , r' ~ . : J r ~ : X25 . . 1 r 1 1 1 ~ f i . ; ,r
^ ; ~ ~ y' r ? t r ~ r / / . r, r m" y ,
.o . . i y r ^ / i ' r'.. l ~ r ~ t~ j i , is Y~ , r., r
^ f ~ ~ - ~ n r.. r~~I , r RC R , Adft
. ~ . , ^ ^ ~ / „ > . ~ ; ' , ~ , . ~IIF-...-' ~ ,im
.r ~ ,off,,./~^ f ~ P r f i , -""~,--w..., - 1` _ . . .js f
~
~ ;t J d of ^ . , Q
f ( . , t"
^„.r 5 r v F ~ r - r ~ f/ t ) 'F ~ i , ~ • M....,,,,,. . j i i ! ~ ' t , 2
J it ,i f M..w. , l i rI r r 2 if i : ~ w i , . . . i t, j r j , . , - , f ~ ......e#Illli
- / ! r „ f r s • , r r 0 f w t
^ ? , r ~ I ~ x d , ~ ~ t ~ ^r I ^ ~ f ~ Y , : ~ h. s
j ~ ~ i~ ` r r ^ ? r^ ~ ~ , { j ' / ~ t ~ ~ . /z w r { '`n ~ ~ , , SEE Gf~AD C :-AND ~.pRAI _ G.~ , , IMM
? ~ ~ ; ~ 1r 6 i 1 ~4 ! ig~ ;a' r ~ \ jet\/ jyl ~~l ~ f'' - ~ ~ ~ t r . i I t S ~ f v !T r i~ ] .J J if ~ ~ ~ ~ i ~ } f , K/~ ~ ' : ; ~ . _ µ ~ , 1 4 Y, r ,NOT 26 a .140
a~ / ~ F ~ 1 I'f / , . F ~ s 1 2 SHEET F z ~ 1. ,
r I e / rti ; . ~ ri : f
It } . r ~Jr ~i I\ i , 4 . /F : t ; ~ ~ ~ ,
- . ~ ~ _ . ti _ tt ; ~ w.. ~ a ~ ter. ~ - 2
~ , J ~ r ^ ~ Y ~ i ! ~ s
f ti. / E , x~ ~ ~ ~3~ ~ 4. s ~ 1 ~ ~ , i~ t ! ,
M1 ' 1 ~ r 1 , Y ~ tf i . ` `52 LU
. ~ J , °s '~f f ~ ^,,4 it l ' 1 3
~ ~ 1 4 ~ , - F` r^ ..,.....;Y. r ~r^ r r° ! ` t t
, 1' ' aa' 1, j
~ ~ r' ( ~ ~ j J ~ is ~ i - . . 1 ~ s r / ~ f
i ~ Y 1 7 _ C~' \J ~ f of ~ . } ~ i J l" a`~~ - ? y „
r . ~ i i ~ ' F ) > . ..:e.+....,,.r....,.,..,
N 5 9- N 5 ~ 7 71 a, 47 ~ d , r... / f 1 v{ r ~ , w~. , ~ -
~ " l ` ' ~ 13 4~ 4.37 h 1,#13,~25.~7 ~ ~ ~ , . ,r ~ a ~ , f ' ~ !
.1 f 1 J e t i . ww.,...w.+~..~:.. . . o..
. 7 ` 10 ~ 1 ' - / ~ ~ t , i;
~ ~ r SEA R/~Off~G- AND DRAINA ` E s ~ a ~ ( / E , F 140 ~ 1 / : ~ i sr~ . SEE GRADING AND ~DRAINAG ~
~ ~ NOTE ~3 SHEE 2 ~ 0 d` : r ~ ~ ~ ~ P 0 , ` ~ ~ 1E ~ t ~ t t t ~J ~ f . i ~ f E~CE~SIOR MA1 TING i r i ' 1 , ,i :y r f T . ,NOTE 23 SHEE ~6 OF 14D f ~ f' r ^n ,.w
N ° 538, ~ 03.58 ; i ~ - t ? r ~ E 1~ 41 ~ 3~4.98~ ~ r° i ~ q ~ i ~ ~ _ , ~ ,
( . , . v. ~r.. . ~ : , f E 1 ^ . ~ ~ 1 . / ~ t s. f _ ~ s.. ~f' ti
.f~ , xc \ r ~ ,M., - ? ~ ~ ! , lll~s tM" i IHIne6s' s' ~631n Ij'i~MN-: ~ ,I~M .IIN~i~1ll: ¦~r ' ~pw.wr ~ +N+iwn.. a®ue Hquee .~~rr .a.a.w
~ r , , ~ ~ ^ - , --~~h---^-~ ~ i T"""."^"""'"' . ' . ~ . , ~ . '~"",,,,Y.~...or .
,,r.. ,N.. v ~ ,.v ~ + ~~*ruriirww~' rn~ ~~,vY / { 1 ~ ~ ~ Ip ~ i !1F 1i Yi 4 _~J ~f c ~_t ~ ~ _ ~ r.. .rw.w..+r.i~.~i. . 3
735 735,
r i r R - r r' t r .
, Y ~ , r 5
739 ti , Y 7130 W Z Q o
f AV'
f , + ~ , ~ 725 ti. /r A YlYlrl : cr. Z U v
, r i I / ( \ t r !
, , Y wrw~rr S ~ t , t , r
X, TAX X Ar7, w°- t , r ti ; w, Z
ZI, I-J i , k r , a t v ~ . ,y ~ ~ VP•~•.M~M~4111upNIW~1• , t .wry 1 k F t . mi C1
77 / MITI, JbI, W l x
r S ui
r rq J r 5 UJ
}
r ..w / £ r` ~f ~ 7 ..rte.. 4 - 1 i i - t MST ~ ~ ~ am ~..J
x 7a$ ; l r 710
w ~ , i CD
x. - },f U/ GI
i " r Jfr c n ,r N
maim 77-- 44 11 ,
EX ELSIOR MATTING ° t,17 Y. 0
MATCH L!,'~ E' j SE SH wrEeT F 140 ~M ~ ~;ta i t t ! f W
, Q Z'
30 1% r ~ a 32 34 38 W W
so a 48 DRAINAGE tlt/itittl t t i t t t t i 48 J
4,®ioil' 0~ GAR 1 Trlr"
61 6d`Z 61~i 47 48 e TALBEK n T GI .
50 25 a 50 as 50 • r . o , •e a , s ~y
• `,fit' o d _ • Q SEAL. r 311 ENGD&BUNG G GONSULTA w 16 3 • - • 26421 )NSVLlAN1S JI 1 t . 42
00 00 At 4944 PAP"AY PL AM BOULEVARD SUM 35 SCALE IN FEET sF,,® t4, ; ?Do SIM 350
ii r,,G •,r ~r . MDR Engineering, , Inc. - GINE,. a CHARLCTM NORTH C,SROUNA 28217 14A 2821?
f 1 to =5af r•oarrN ~ a®® ~ g ~ ~ . . • ~ of the Carolinas . G rti C PHONE.704d42r6070 FAX [phone]M a-42f-6080
1#115 td , '111111111110 lt ~ 8 9 OF 140
128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202 www.talbertandbri ht.com ~
- -

~ F y , ~ .
? ~ / f r V ~ A ~ i ' ~ ~ ~ ~ r~r ` n _ I '•1 ~r tf)
, i?~ ~ A 'b,; , . _ ~ - ww~r~wrr~ emmw~a ~ ,ti ~ rrMrrr~.riroi LLJ
, ~ ~ ~ _ - , ~ ' 4 ~ 1 ~ ~ i. ~ ~ D p.
, ~ 1 ~ r ~ ~
, ~ V ~ , ~ _
, r 1 ~ ~ r _ , • 1 1 i ~ 4 ~ ~ r~
1 ? f~ _ 1 t' 1 ! l\ 1. ~ i ~ "r ~ , ~ ii 1
t ' ~ rte
~ , ~ ~ . , ~ ~ , _ 4 , a r ~ ~`,r''`, t' ~ ~ i ~3 . _ . , ^ f , ,
,...r- ~ ~ r ; , ~ - - ~ i ~ ~ r
_ ~ ~ ~ ~ f ~ ~ ' _ _ ; ,,7 , ~ r , 1, U? ` Z
s I , r , j i a . a_ ~ ~ t r.1'" o Z to
J ~ r ~
_ f ! r ~ , f `"`•r`^. of Y } r j i A r' ~ `~F ~ ?t, ~ i r - - . ~ ` ~ 9 fr/ ~ 1 ` ,
~
r' f,'! d ,r% ,rte ~ ,r . .~"r j 4 `x , r ~ i ~ ~ ~ _.,...M ,r e ~ r ~ ~
~o r r , r C)
~ v.-..-=~---- ~ ~ - F' /F ! ~ t / / ~ ' ~ r fr 0; f~m !r O
3 9 , / / t ? .f A r ( l v
1 s _ _ , a a r ,
~ I ~ r ~ ' , i ~ f . ~ . , t r . W r V)
r ~ ~ i i ~ ""rr / ~ x ~ , , I _ , ~ _ ! ! j € ~ , ~ , i ~ f~ ~ Ar r ~ .F' ""^M1,.,. LLJI
f ~ . ( ~ e ~ r ~ ` f r Vim... ~ r,' r ~ ry w.~., e
f ~ f' t I i~~,Vhh ~ ~ ~ ~ ~ / - ~ r'c~ ~ ~ t ~ i ~ ! 1. r' _ ~ 'hl is s . N 1'') Ft' LO
d ° , f.~ ~ c I j~ -r ,r'~ { ~ ~ 7 l ~ I ~ f t 1 f i t .,r ~ ' ~ r' ry..
~ti ~ 1 ~ ~ ;t
~ ~ ( , ~ Y i ~ ~ ..,.rf / ~ ~ ~ ~ if r r ~ ~ ~ . t N tU
~ 1 f a`'' ~ v ~ ~1~ ~ i ! r. ~ `4 ` j t r ~ ~ j f l { i , ~ t ~ ' w ~ 1 ~ , f ~ Y t,,, , ,
~ ~ ~ ~ ~ a , ' ' f 1` i ! ~ ~ ~ ! ; ' ! ti f t ~ ~r ,,,y-'~ ~ ~ i~ ~ I ~ 'r ~ > M. . ~ 'r ~ ~ , © o ~ N
~ I ~ G l F rr y.. .4 . ;fir } ~ , , r r - ~ ~ i r F- r- o M (n C~
i ~ ~ ~ f f ~ ~ q ' s 1 ~ e J } , 11- CL N --5
t + , f ~ ' _ _ ~ ~ ' p ~ f' ~ ! ~ ~ ~ , s~ ~ , ~
f
' ~ f ~ , 4.96 ~ f ' ~ S i, r , l r ~ 'MW Z ui
~ y r p ~ ~1 ~ ~ s ~ 1y413,122. ~ ; , ~ _ / ~ ( jib , i r ` ~ I F- F- M V)
! ~ a { ~ ~1 j) 1 1 ~ r f j r 1 / 1 / ~ ~ 3: U W
t ) ( t ~ ~ 1 } ~ ? ~ _ ~ , ,r ' r 0 J Ld ti
~ s~ A ~ ~ ~ r ' 1 3 / ' / I 1 / 4 W fL' CL' © tL f~ © U O.
r'' ..r' a E i ~ ' 1 ~ ~ ~ , ~ r r + ~ 1 r ? f ,f
. ~ l Y t ti a'w. ~ / / ~ ~ ~ ,,r ,,rte r ~ , r , r i r t d ,r^'r~ ? ~ ,
G ~ ~ t } ~ ~ ~ ~ F Are r , r' r /
i ~ r 4 / i /f/ ~ ~ • a , , ~ r , s*.., , w g /
/ aG 1 ~ T~ f „ , , t r i, i ~ / f ~
' ~ ~ ' r ~ d r - r / , ~ / , 4 J t } , ; ~1. wu ~ ~ 1. ~ J i
S' r MM 2 r ~ z,~ ~ a . y r , , , ..H.. ~ : , ~ c' , ~ .i. , . 4A i,
t ~ Ir r .j ~ _ S ~ 7 \ y ~ 4 .ff /a y Tom. ~~w~. ' w.". ~ ' f M~ +r r N.~ ~ ~ ~ P
~ ~ f ~ h`am` t 1/ur. J
o
1 ~ ~ y f , ri !1 1
1 , ! V rt 2 y r~ J fr, ~ Y ~ , r ~,r ` ~ ? f r' l f4v~ rf f S A s r
! ' l ,r'' / t ,i 1, ~ r r I r' r'" ~ ,
~ ~ l r ` ~ ~ a'~ ,M"~ ~ f' 735 I J l,, i t ' gas,
~ f ` 4 ~ I ! i f' ..._.'r it rr t ~ / 1 t ~ ~ i i 1 + l ~ 1 f ` ,r` r` . , ,
f #f1111t ~y i r 7 ! I 4, M'`^-^^. ~ r rr ~ ~ i r Lill
~ , r f f, rr A e ~ 1 it f k -.,d-.I f,,'.~ f i ~ i .r~ ~ r~
1 J 1. ~ r~x^i ' ,,r ` i r ra, s 4.~...., St
~ ~ ~ _ % ~ ~ i E ~ - - - r
~ ~ ~1 l • r ' ~ ~ f; j
'l 1~ I - , I 1 ~ , ~ ~ _ xr i<
l r i i ~ . , ` r'
w ! /i A ~ t Lm o~
1 \ 1 _ ~ ~ / . l ~ ~ ~ r r
_4 ~ I _ , ~ ~ ~
yy I i ~ T , .,w,.,,,_ i t I I ~ R ~ ~ .+wW+..:......._ rw.~+n+n.,^.^~aGw..n ~ ~ :.........v.,.,.~,w.r„ ~~-+r~. ~.-.«w..-,. - r. 1 1 ~
r` 1 ~ ~ ~ , ~ ~ t ~
i • - i , ~ ~ f Z ~ ± ~ ~ ~ i , i ~ ,I
~ ! ~ 1 ' ~ f ~ j , ~ ~ ~ ~ ~ ~ ti r = ~
~ _ „ ~ ~ _ ~ i ~ . .
~ y • ~ . , 1 AP~~R(?XI~f~A~'EMIJCKI~~iG ~.IM~ ~ , ~ ~ ~ ~d ; r 1\ ~ / i j
~ l I r i ~ I ti ~ f ~ ~ ~ ( ~ I ~ ~ i~ t ~ ~ ~ ~ ~ ~ ~ ~h!~, ti ~ ~ ~
\ _ j ; ~ r - ~ , } i r-- r; '..1.~ ~ , is ~ , ~ l 4. _ n 4 t'
Y 1 ~'i . - - S ...:._:w r < r'~ w i " ; \ a ~ ; j' r,. ~ ~ ~ i ~ t i 6
! ~ ~ 1 `1 ` ,r~ 1 , ~ ~ ~ APPR XIM TE U DER'Ct1,T l:1~ IT ~ f M s I ~ r --EX~C~L51C91~~MA~fiING~, t , ~
(h 7 r / l 1 fir' i ~ t ~ 3 I f i 5
~ ~ • ~ ~ \ ` i l ~ ~1 ? ~ 1 , ~ r r ~ -ter f .
r" 1t t J ; d/ ` . yr' r T ~ ' > l~ . ' ~ ~ t' t "t - . . , , , _ . Y 1yy~_ , ~ ; , f., 1 f 5l u
y ~ ~ ~ 'rte ~^.~i,,. c rti ti it `D ~ , i t i , "y,! • , i f, f ^•f ' i'" .''i , ,rZ ~ -w.k~ ?i~X ; '~,,,r ~ ;-r^y^ A „ v; , ~ ~ ,,t;~ 'n a :a, ~ V it r 7 ~ r r t ~ , Sri,, ~ ~ . _ ; , . , i`. `t F ,r ^'viri~irt ` s~ire,rc „ ~ ~ ~ , A ~aksdMS: Imo; ~`sgi~M i v. mown,
1 ~ 5 t . <;..r, ,~rJ' , , `gyp t' ' ti:~. ~f ;x. l ~ ! 4 h 7 .1 l :Y" ~ ~ f'~ 'w t ,.,Y r ~ ` 7 1~. ~f' 1 7~ 4r ~i f~''~. V. 1 t 1 r, . .r ~r J±' r- . ..,.,,v ~ , . x r?, ~ . F.. ~ ' . ~ ,F , , . , . , r ~ ~ li . ~ , r , . _ _r_.., ~
~ P"` r. an ii Yh i. ~ L \ d ~ n,t 5 a ~.+tt.' ."n. _.vt `3/' a \ ~h. t~~ 1 ~ 1 ; { ~ f ~ E i fk ' 4 ° ~ r ,n 4 . ( tf - Ago
,,.4..M.....»...... T / V j 735 /
l Q
p ~1{
77J , 71 r r r a a
l - ! t j 1 J ~ r s" t i U _ Z U.
/ / r eW'..... 1 f ~ ~ wrr.~e t!}
2,5 u Q - UJ 0 j Z to
+
Vdi m
20 ~,.r° 1, l,r t " ,r'"^'' 1 .r' ~~~r.rw'p irrww~w.rr~
77- , t r cr. z N'••+`" w r. LU
x
1 , CD
s ,r r f w
~ , T r r Z c~ cr.
t t j f 1 I o r A r 77 Lij
x~~ „a 4 f I r y..
f ( jj F ? ? F f. i
^r `\E»S! ? Jti ~ ~ E`+. .fir i ri, ,y r ~ f f^;'3 S.Y' k .,.J ...E,•.„„J w..,x } , . ` .a n,,.,_.5. i.... »,u.... A.. 4 ..v. , . , h. . „Y,..,... , r,.
LIO CL 0
EXGHL.A NqL 9L
Q z
go 30 31 32 34 36 38 38 LJJ
37 so 42 4e DRAINAGE 48
+
47 145 149 6q 5 a /y i! U(jHi
167 JIM A" • i ` 50 25 0 50 100 150 w - . 0 7i ~•'li aQ , s r, •
SEAL r . a ~ • a r - - FNGMFRNO & P G 00N%XTV 26421 NS" XTANTS S HT.
PARKWAY PLAMBOULEVARD, X39 4944 SCALE IN FEES .F w : 4 ~v 41, D, S= 350
~Not., tV . MDR Engineering, Inc. GI E . .N NORTH CAliOL1NA 28217 A 28217
1 =50' 9 0 of the Carolinas C G C PHONE. 704.426,6070 FAX. 70"7A-080 p A. . k 42 140
~r~t111r11ue1~/' ~~~~tltlttl~~~ talbertandbr3 ht.cam o~
~ 128 S Tryon Street Suite 1400 Charlotte NC 28202 www. 9
a
- -

u w , `r, 1~. . ~ , 1 a ; r Q
b ~ - i ~ ~ '1 , i. , f Yn , ~ / ! : f t 'I r j LO
~ r r, ~ r ; r , - I. - ~ I . I ~ ; , ~ , 3 r- ~v'~- 1 1 , R " ' - w+a..rri~rr . , W 0
1 ! i, ~ ' •t , / r r ~ , f , , , r D
i 1 r ! i(j7 r ~ ~ ' , , ~ !r I , ~ . ~ r ~ ~ I
S ~ r' ; / ;,+t ' _ ~ ~ ~ _ r • r } r { ~ „ I ~ ~ ~ ~ ~ ~ r~ r J i+ 1 a ~ i r . ,
, , - r r r + F r' . . F> { . .
~ ~ ~ ) 1, ~ ~ . ~ ~ , - ~ . ~ n; , i ~ r r .y J I / ~ S 1 ` rr ! ~ ~ r ~ a ~ + ~
, ~ 1.. ~ r~: ^ . r , ~ 4 E l r r ~ ~ ~ r ~ _.r ~ r
~ f ~ _ , ~ ~ \ , ~ r I, ~ ~ iQFI ri; ,r i ~ 'f ~ ! ~ ~ ~ ~ . . ~ r ~ ~ ~ ~ ~ ~ 1. . , , t ~ . ~ , ~ ~ ; . , r r
1, ~ ~ ~ rj - r , ' ~ ~ . 1 x, , i ~ ; + , , ~ I ~ ~ + ~ ~ 1 I~ ~ ~ ~ ~ ~ , . . y f ~ ~ .9. ~ •v ~ ~ i
( ~ I i/ ' ' i s ~ / / . , ~ s~ ' r ~ , ~ J . 1 I r' . i ~ ~ r' i r it r I ? . _ V?
` r i ~ ~ ~ 1 t'/, ! t is + x , ? i ~ . ~ _ - O Z
' r b „ , ~ r, ~l t ~f , , ~ ! ~ ~ ; r rM ~ W U
_ r ~ ~r r ~ { fl` I f t ~ / r ~x+ kr v . % 1. ~ ~ i'' ) ! r 1 I A 1 1 ~ P , CL
~ ~ ~ ~ ; r t I 1 ) t ~ i ~ ! d i,I r ~ a t r w... F--
I 4 , a ~ 1 1 b i i i ~ ! 1 r~ ~r. i ~ 'r I ~ j { ~'ti: a ;'4~ / ! / ff ,r...,a ~ ' r J j t z 1` ! f r.^"'-
~ ~ ~ r ~ ~ 1 t~i~ f , ~ ~ +r t U r°l `W
~ ~ ~ ~ .1 ~ ; , rr ~ ^~r ,t i ~ ~ ! 1 ~ ~ ( , r , ,i r ~ .r' ~ t i ~r p
l 1~ r f, f ~ ~ , ~4 ~ r r
? g l ? 1 ff qq 1 i f ~ f b ~ t ~ ~ r I Lli
t.,r° ~ f If ~ ~ 1 ~ f x ~ ~ s z ; fem. r d, f ~ ~ ~ r ~ ~ 1' . n.
` d r ~ I t ~ r ti I } _,1 /f ,t' j ~ i~ ~ ~ ,
Q . ~ € ~ f t 1 ,e ~ ~ t 4 f S. r lY t. ~ .7 V / ` ~ ,r J+ ti.`•~. ~ ~ ' r"°."'. 7 _ ` f` ^ ' ,1 ~ + # l b 3 i i t f W.
1 i ~ ~ rt r I. ~ r ~ r = f ~ 1 i t ~ ~ r' ~ ~ ~ I ~ , ( i
r r i. 1 ~ ~ I ~ r ~ i r ? a ~ t;, , ~ x.. ~ O ~ 1 i f x,,41 ~ % ~ ; ~ ~ , w.., , ~,E _ ~ i ~ ~ ~
,r r , j', s + + i ; t~ ~ ~ l ~ ~ r ~ I ,r°'~ r .l 1' ! i ~ 1 .....,,r 1 ~3 1, t ~ ~ r-~ ~ - .W~ r t i
~ ",w ~ f / \ ~ _ i ~ I ~ ,,0"' ~ d"'~ ~ ~ ~ ! d f I ~ r/ r~ ~
~ 1 ~ t f ~ 1 ~1' ~ ) r / / ~ # ~ , + ~ri ' r r t F ~ T it ~ : ~ jr 1 ~ ' ~ i ,sue ~i'. ~ ' - ~ r s _ , ~ ~ ~ LO d
j ' ~ Z ! f x ~ ~ ~ lr ~ r r l ~ ~ r 1 E ~ ~ +f \ _ ~ O tt ~ N
~ ~ = hl , ~ / ~ 1 r` f ' r ° + ~ / F F-- o OCl c.~
~~Y y ~ , I I ~ ! - ~ r Ay~ ~ It 1 ~ { ~ / I ~ / _j ! l I t Y ~ I ~ it / ~ r r., 1 7 rr 'f _ r l / / ~ ~ ~ , ~ ,i ~ ~ i K04 ~ < ,08 .,.16 ~ ~ f ~ ~ - ~ ~ ~ - ~ ,f W W N CL W
r h r + r i t' r r I 4h ( 1 Ft ~ ~ i' ,is r?~ ~ 1 1 f ! J( iF l ~ ~ f iJ ~ ~r / 1 i 0 1 ~ 1 j f ! 1` I 1 / `»a r~ >I S 1 ~ ' t~(`p
~ r , ~ ~ r 1 1 b ~~r ~ 4 ~ ~ ~ ! r f Q ~ 4 ~ r ~ ~ ~ , ( ~ f ~ t a
~ ~ i 1 r 1~ ' f, / CJ~ , q r `i r ~ ~ ~ / t ~ ~ ~ >>l ~ ~ b ! ~ { { ~ 1 t `y 7 t 1 1~ ~ I b I~ ` ~ ' w~ ..w ~ r r~ t ~ I 9 i ! ~ ~ , ' it ,r i ~ ~ J~ ( ~ w. W Z m d
`'v ti~ f~)f ~ ~ Y 1 1 r ,f ' ~ ~ © m p F- F- LLJ
J ~ # .i''' ~ i 1 ~ ~ ~ ' E y! 1 i v ~ ~ ~ . { J 7 ~ r~~ ~±-r ~ t ! f Y ~ f r ~ / r Jr J It ) ~ ` ,rr' ! T' +J ~ r 1 r t } ~ ~ I 7 ~ f ~ / 1 i.r°Y l M1 W W L
f ~ ' 1~ ~ ~i J ~ ~ l 1 1 • r ~ f f~ 1( lr Y ~I b ,.i ~ ! it f` ~ 1 / to 4 a W tW-
r O p ~ ~1 ~ b ~ 'l f , ! r ? r r ~ ~ ~ / r t ~ " ` ~ a 7~ ~ ~ i t r P J ~?s ~ s 1 ~ `w. y i 0!i l a , t W t~ Ly C Z Q D CL f1. © U
,r ,,.r I 1 f ! f 3$ J t 1
r C r 1~~ I y 3 ~ 1 ~ l ~xc I AT;f~i N G ~ ! ~ ! ~ , I r ~ !
~ I r ; ~J ~ f 1 b ~ ~ € ~ ~ I r""" i ~ y r ,:,li r d ~ j f
~ l r' f ~ t k ~ r 1" ' ~ ~ f , ,r , " t i !
f f r~` ~ ~ I ~ i i ~ ~ Q ; ? r 1 a ~ ~ I ~1 ,i ~ f ~ ~ r. r c~ ~ z, J i ~ J ~ ~ f t , ` r I LO -0
r ~ ~ / , r r ! t ~ t f~ + ,t.. r ~ . ` ~~J RCP ~ ~ ~ a ~ +
` f ~ r I ~ I ~ Y r 7 ; u~' ~ ( ~ ~ i , i , ,r'° 1 ~ :ti 1 , - , CV) W)
r l f i ~ ~ 1 ~ { ~ ~ f " `y ' > . ' LO
1 J ; ~ J r M1r f f l i ~ ~ } t ~ 5 ~ ~ t ~ ~ ~ i . 1 t ! , , J OG
_ , r ~ ~ / f j ! f l t ,t.' f r~, ,,,J r.. ! + , p
r / /
~ rr" , t r f , l 1 ~ r' ~ '1 ; C ~ ~ ' I ~ ' ~ ~ ~ ~ C f co TOO ~
i ~ 1- ) ~ ~ , ,r ~ , loom a
+ / ; . t ~ , t ! r r w 'W
,y ~ 1 ~ ~ F r t a .j 7 - , ~ , W ~ , z LLI ® Q
f f l r ~ l r~ , # ! , t - err .'fin ~ ! ll ~ - r SEE GRADING AND AII~AG t s ~ ~ ' _f,+
) r f~ j _ NOTE 23 E~" 26 OF 1 ~ ~ ' ; ~ - - . , , y..J
. , ~ 1 / f , ' I ~ ,r ; y~ ~ i ~ , I f F yr 1 I ~ 4 f' X rF ~ r w K~--'- ~ , e ~ , ~ 'L _
k ~ ~ ~ - - ~?r
I _ i i `r' ?l~ 1 ! i r /~'~T.r}\~//~ y '/`3. ~r pr p~ ^ a
i' ( ~ i ~ 11 fir x iC i~ ~,r h i~ , r 1. - I - 1 r
~ \ { ~ ~ ,1 r ~ ~ p.• y~ ,r, y ~ _ -APR~RO'~IM~ATE ~UND~~~UT ~1M~TS , ~ ~ ~ - , . ~ ~ - - _ , ~ , ,
~f f ~ ~ / r r ~ t , • ~<'r . ~ r~, X , ~ , / 1 i ' , W
r r
~ , , ~ A' f ^t \ r ~ . ! ;,fir j
r i , .W._.,,,..,_ ..,r...... r , .1 ! i ! r -j
, ~ > ~i ~ ~ , r V ~ / ~ ~ , r`l ~ ~ ~ ~ x /t ~ ~ T~ ~ x " a . f I f
, ~r ~ t~ , ~,Y ~ f , e J , F'
~I T. ~ ~ ~ ~ f, ~ r ~ ~
~ r ' i , r, ~ r
/ ~ ,r { v ,
~ ~ ~b r } ~ ~ 1 v E ~ ~ \ , i r } f~ ` mow, ~r,;,r,." ti
_ ~ , ;~~1 r ~ ~ ~ i' j ~ ~~~........~,lN ~ ~ ~
,r r ~ I I r ) ~ tom.:........,....... 1 i ` f ' it 1 f ~
'J e 3 / 1 l ~ ~ ~ / ! r i ` f ~ I( 3 7 ~ ~ ~ , ~ ~6 s N ~35,386.~ ~ ~~w, .ter°° E~CE IOR MATI;~NG ~ 1
r , r / ~r + / b f ~ t l / l' r f , 1 1 i i ~ 1 ~ f E ~ 571.50 t /r ~ ~
r ~ ~ It; I d t ~ f r / ~ , , 4 r 1 r ~ .a r ~ r ....r.,.. , . .,w, w...~ b, ~ .,_r,. f ' .r ,r~. rf y, y ~ , .',.r" ;r r , ~ ~1 ' r.. ,r.... , ~ ! _ a /
' r , ,.^n ~ 1, ~ fir' ' r ti~ ( S '~I J , S,, 1E ~`5 ti ~ , r r' r i ^ r ~ , "y ~ ; . } ~.M.... '1 r , ~ ? I t..;:k, .'r^:< r ' i ~ \ - `d ~."Me`r`" t ,L. a . - ,-N. .r a , ~ , .r u. ff ~--ti _ - "r", J ~ T ~ 'n' u,
.9, Y. E t r. r. .~,s. ' } ' 0 ^r t a , 'r^*'~-'. r^++-. Y--.-- .;F r , ;.fir ~ ~f'; „ , 1. r
` ~s ""s F' r iti ~ti y, ~ < '°i ° / t: x' ~ s s `,c c , :a 1. 71 ~i 1 , ~I' i . s M, r X, < ~ ~ a. ems';. ; ~.r. r., ti. .r. f,. S J 1 "j , ~ .a:,, i ate,, , ' r' ~ ~,i ~ ~ ~ ~ Wpr ~ art+. .:t. k ^rv„ Lr.,~~~~ '~1 ' - , + r
/ ~ ~ ,r _ . f l ( r' ' 1 1 . r + ~.~i,~_ air. ti.c rt a ri t'if+t"1 + _ Z
Y 0,0 Z' 7,3%.P mamma
~r an Lo
t ~ t f' %I N~ ~ w 11
r ? W t--
W
i 411 F 1 LL
I It r 3 !
~ es w ? a p P 1 T /720 7 7 -a o
t f t t 1 \
f 71 5
7
rr ' r s r r ~ ~ ~ 1 0 a zui i LU
i! 77 /710 .a
{ S 7 t t ..r^"'" .mss t t S 3 ~ `4 i 74
A -YI /I 117- f O '1 a..
V w U)
e V ' 19 F
/ d d w S H -LJ 0 c: r~ I f / ' N Q
f / L0 , CL O
C? 1Q, Lit
r .m 1 ~ t J F Q
16 29 30 32 as 34 35 Z
DRAINAGE lyvuv J
37 38 M,.. 4s 48 e,~r?errauuuerae4 r r u r r r ®aw , G 0
41 49 60 5 Im A : • • S • i d E /
al 50 25 0 50 100 150 4 • Q , p •~y L • SEAL T//++yy MU O //qq C/q, *rnrn y
1 13 _ 26421 - INSULTANTS S HT.
• w : -a ° SCALE IN FEET 4%4 PARKWAY PLAZA BOULEVARD SUITE 35 e~,. c~•,, : y 40 D, S= 350
• d U `v NDR Engineering, Inc. , •NGIN ~ CHARLCqTFq NORTH O AROARaLINA 2821t d 040 h~ i ? ss de ~I ••e ~ ~ i ~ ? dA 28217
"i r,y ~ r.....,...~ ,.,,.............~,....l~f ~,-wC. «.._......~„a,....M.„».w,. ~....4 y...~.....,r fy ~ ~ 14 1 =50' of the Carolinas / L' a ® ? r , , PHOA'v'E. 70"26,6070 FAX. 72 ^4266460
ejlit,111;jIt'k~ e~ rrrrrrrl, ( Y ~ 4-0 ° ISO www.tolbertandbright.com OF 14th
a 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

r-^' ,a x ~ ~ ~ ~ ~ ~ E r r i C>
~ ~ ~ ~ ' ~ _i ~ f t i'~ ~ ' ~ r' ~ ~ 3 1 y LO
P ~ i x ~ 3 (W- C7
~ / t r + ~ ~ ~ ~ _ ~
! ~ I f ~ ~ J i 1V ~
~ _ ~ ~ ~ ~w. ,
t ~ r. ~ t` ~ t j ~ 1.
/ ; r ~ ~ ~ - / ~
~ f r t ; ~ ' , j.
r ~ t r"~~ ~
~ J 1, , f ~ ~ ` t~ I t d 1 J ' U7
t r / ! ~ f' ~/1 1' ~ ~ w ~ .t ~ l x J r 7'~ 1 I i .~y... ~ _ y\~. z o Z
Jr r i" r ~ / 1 JI r 1 ~ ~ ' i f- \ ~ i ~ ~ ~ ~
~ ( f , ~ ~ I ~ ~ ~ ~ t ~ ~ ~ f ~ ~ _ ~ - ~ U
~ _ F~ r l ~ ~ r E° ~ 1 r' r s t ~ ~ ~ r ~ r~ ~ f r ~ ~ j t 7 - ~ 1. LL' ~
~ f E t. S r' f ? ! ~ `t N-'" ` "1~ ;ti ~ ~4 y
( ' ~ i I . ~ _ } 7 f I j § t ~ i s ~ ~ j ~ ~ i~ j3 .t 7 1 t ~ ~ dl ~
~ ~ y i t t 3 1 ~ t 1~ r t i t _ f ,`S w i ~ n U
1 t 1. i ti i ~i i i i J ~ r' r t t: ~ ~ ~ t v ~ ` i r'' ~ ` r U-
h F t I~ i s ~ ' J _ '4 l ' ~ ' ~ ^f
t `4 'r , ~ r` ~ f ~ ~ ~ ~ l 4~ - ~ i ~ ~ . U ~ r v i . _ t 4 r W
a ~ ~ t t } ~ 'y ~ i 1 ~ ~ ~ s i r• -
i 3 f ~ ~ ~ ~ , r 1 1 r \ f 77
r t ~ s t r t + j ~ x ~ ~ ' ~ i ~ ~ f, ~ ~ ~ ~ 4 1 Ll!
E~~(CELSI R MRTTING r. ~ ~ ~ ~ a~ . r - ~ ' .
i f` t ~ ! t ~ l r 1 ~ r
E ~ ? x ~ ' ( ~ 1 ~
t 1 i i t ~ ~ ` ~ ~ r ~ ~ ! ~ r~ r r ~ ~ ; ~ r' F V N (0
w w , t r 1 ~.f f ~ - r ~ 1 d 0 L
,_e .r... I - n.. ~ . , ~ ` 1 ~ F ; ~ N
„ t: t~ r. , r i Imo, i ~ i.-' F-- 0 m U? U
r t i ~ ~ r I 735. ~ , ,.M 3 W W N (L Q W
' } / ( I 1 ~ ! ~ ~'k z ~
~ ~ t~ i ~ ~ ~ ,T t . 4
r ~ / o , f i f i~ f J t r r . s£X EwSI ~AT1'~1~C r
j ~ i~ 1 a' t a' a"1 i r1w. 1 ~ f r ~ ~ ~ t 'f n~ + ~ ® F- I © V! C) C) Lli V)
j' ~ '~'d r' F f. ~ ' ' / h ! t } M f i. ( . ~ 7) 3 W
r r 1 ~ ~ i p ~ i i ' ~ W
~ ~ ~ l~ i ,,.,~,~r~ t Jr, i i 1: ~ ~ EXCELSIO MA~~,TING C1 0_ CL © U 0
i + ~ i' ~ t ~ ~ ~ ~ ~ p ~ > i "'7" ' ~ ~ i ~.W
~ ~ ~ ~ ~ ~ / t~ # ~ } ~ ; 1 ~ i ~ r r i E J 1 ~ , .
f ~ 3 i ! ~ 7 ~ ~ f i - ~ { ~ ! r~ ! # ? ) ~ . ~ ~g {fl~~
z~ ~ ~ r ~ e ~y f 3~. $ f. ~
~ - t S f _ ~ ! i ~ t I` r ~ ~ i i'~ 4 i ..ice _.1.. i ~ 1~ t,.9 ' . . lf. ,.,F . , ~ iii. I}r~y .
~ y / T ~ , ,r t ~ ~ i ~ - 1f i t ~ 1 ~~r`~, ..rr~w r.... ,,.4
,F^~ ~ ~ ~ $ , i f r < . , -.,r-
' ~ ~ t ~ f t . _ r..-----~''
! t i ' "r~""~°~ii"" ~ ~+ri~r~w~r i ? nor s t ~ -~.,.w . 7
r ~ o, ~ ~ ~;r-~''' ii i i. N
~ ~ f ~r ~ ~ 'j~ r i+~ + ~
_f L i
/ 1 i a ~ r e r e w I n ?r l n l ~ ~ \ , w i s t ~~}Y i
t i~ ~ ^M. . t
~ ~ ' 1 y ~ W
~ ! :f r 1 ~ i ! tt ~
/ R µw,. ' e I t ' ""w. J~.
~ ~ F j n y ` f 1 ~ ~ ~ b,
1~ Jl~ ^ I r~ ` f r / `e
l fir'" f,A¢~' ~l J ~ ! f i; ~ ~ = ~ .nom. ?..r^~._'.. ?
r` i „ r ~ , r~ v -
i' f i - t i ~ I
°r ~ ' r ~ s' ~r . LAJ
; n. v '
' ~ r ,n" 7 , ,y .,.......M.„.... ~ ~ . s 1 r- / ~11A l ~
~'_~r ~ ..r. mow....
{ i t ' I !
~ a ~ i ~ k f r .r -

r i s i~ ~
4 i ` ~ i
1 § t 'i
A", s .,f ~ °~.w -M1•`- ,
J` . ~ ~ l.• y . e
_...i ` fir, j M ~ _ ~ ~ ~ , i ~ v ~ V
/ ~ i ~ G G~ i i.........,„. ~ ~ y t { t t ~
'4 \ f i, ~ t ~ ti, 7 i y! i ~ ~ ~ - 7 ~ i ~ ~ t
~ ~a' ~ , . "`""""'~.r...,, , . r<< ~'TM^+-+~..... .:n, . W
1 4 .r-~...-~^ . 1 % ~ / .f ~ ~'y r i --~-»..~.-.~..-...tea ~
~ ~ ~ _
ti ~ . - r { i , =
00
ONSTRUCTION LIMITS 00 f LO
' rwrrrrs !""~r 73 -730
3. ~ , f f
t
i f z to w to
f • 1 , , _ " - M M nil 3 f g11.1~1Y M IIIAIi111411.Mtrr9 725
YM s _ J < 0
Awl 720 JZ ~cy)
725 a , ,
- , 715
, Z W eC <W
n n w»''
Z? t as
r , ,
s A
f u rv . I o7 „ 700 1 Lli ~ <
,a- .n f , l ,
n r u. : t. r . 4LM am tJ
P , r IWFA C' « yy •4 JNE- r L
f^ 7 77 4 CL 0
rr~ r M ` y LLJ
, , s
w 20 30 32 se 34 35 38 27 28 38 z
37 38 48 38 DRAINAGE 48 0%*4weperr®a0 111111 ,
!s74 ey . C Ill!,, ,Ill, IpI Tro"
47- 148 149 160 r 162 0 4 \ { I TALBERT BJNL • r . a
50 25 0 50 100 150 _ . o .
SE AL ® - q ENGINEENG &PLANNING CONWLTA~ • a 4 26421 9NWLTANTS C`J" H f . 39
• a r r r q 4944 PARKWAY PI:AA, BOU LE'VARDp w'rr t 3J SCALE IN FEET Dt ?SCM 350
~v . HDR Engineering, In . . GI E . •r c N . CHARLMTE, NORTHCAROLTNA 2$217 NA 28217
1 =50 of the Carolinas C p G C PHONE. 704426o6070 FAX. 704,426-1 A. B% ttt ~ •
i p~pipplflplN$4 ir1j111tt1j5j ! ' www.talbertandbright.com 0 f 140
128 S Tryon Street, Suite 1400 Charlotte, NC 28202 I
- - - - - - - -

/ ~ ~ f ~ r; f l t t / ~ W ~ }C. v. , ~r ~ a' ~ , ~ ~ i
/ J r . f x ~ , , ~ e „ ~,r . s ~ / ~ 4l\ h~. r , - ti ti ~ ~ 1 ~ ~ w a` f
%~r ~ ~ i r t t ~ ~ ~ r lr'~ ~ ? t !a , P ~ t i ~ t . ~ \ / W O
r , 1, ° r t } rf ~ ~ / t-' , . M d i ~ ~ ~ 1 j Q CD
e r~~ , t t ~ ~ . ` ~ f ; f ` ' ~r k 5l ttt~ ~ It . ~ Y , f ' ~ i fl v, r . i tr
s , ' n I 1 ' ~ - - r > >1 . Z ~ , r ~ , t ~ ~ r ~ r , v, i - _ . A f _ ~ 0 ~.f : j ~ ~ f'
r r t ~ ~ ~ ~ 5 ~ ~ , r ~ i i ~ ~ try r . ~ ~ , : , d ~ ~ ~ ~ + ~ t 1 1 ' 'f t ~ ~+i l r~+ ~ "~,i a ~ t fr
6 ,b,, ~ 4 aV ~ 1 ~ xf a ' . o . ~ , r "1 .f ~a l' f~i 1 ~ t , . ~ , . ,
~ p ~ r ~ ,i t ~ ~ ~ ~ f n / 1 1 ' ~ /~.L ~ ~ ~ ~ ~ ~ 1 ~ i ` s f f > > ~ r r' ~ ~f ~ ~ . ~ ~ 1 l ~ ~ t r { F
:r ! - ~ y i ( 11 r , ~ , s ~ i _ ~ ~ , , r. ~ 7 Ff ^f' r f, r ,.w ~ f°t .
' , .G ~ r t r ; i ~ ~ ~ , J i r . / i i ~4, . ~ d 1 t i r F .,,..-.--s ~ i 0 t ~ ~ vi `y' ~ 1 f V)
1r ! ; , C . . . r ~ f ~ . . , , r _ , • h. f , ~ ,i f . Syr r' ~ it l j ~ ...n W... ~ ~ _ ~ f J ' , ~ ~t f Z
~ r ~ ~ , ~ ~ ~ ~ ~ ri ~ ri~ 1."~'"' ~ j ! ! . a,.: Z , ~ j 'ti 1 ' ~ ~ t r _ r { ~ /f~~ r; ,r r, r~~ ~ sus ~ ~ ~ ~ ~~ti i ~ ~ 7 € O
~ ~ ~ ~ t \ r r < r - ~i ~ r ~ t . , ~ /r~~~ ~ U
i i ~ ff// ' ~ f ' ~ / r r ; ~ ~ 1 . e , ~Q~S
~Y . S y r " } ~ a t r _ , c s. ~ , r ~ t v ~ a .w , 4 ~ d , t; , fie. ~ ~ : , ( ` , ,.k . s ~ ~ . a ,
+ ^ ~ t Y / : ~ ....X c . , .t ~ ~ ! • ~ r~ s ? 1. r` r t . `tt i r r + i ' { ~ / . . , ,...,v ' ` ~ \ f ti ~ r"~, r'"~ a, O
- ..t / 3;~ l t j ~ . , i a i a s r, r ~ . ' ~ Y , , , ~r ~ , r `~c ~ `r~~~ t rt, ~ ,YY~~ S l \ U
~ ~ , f ~ tit ~ ~ ~ ~ ~ ~ ~ ~ . r , r~.~ 4 ' t ~ . Y A r \ k ~ ~ q ~ / ' v 1 ~ ~ o/ . f f 1 . y^ 1 i K `Y 0
. , 1; r ~ ~ ~ r tf` ,t ~ ~ s F ~ ; ~ rt t ; . p ~ ~ ~ , , ~ { ~ ~ ~ f ~ 4 i r 7 ~ / ~ '4 , W r
f^\ { y J x d J~ i` l : > k, ' t~, gyp, t r r~ ~ j r" r," r ~ k u- ! ~r a . ~ : ~ t i t f , ~ ~ \ , v, 1 t ` ~ 1 s i t f' SP~"-" , F ~ W
J~. r A ~.v ti ~ ;r 1 ~ ' t ~ ..,.-F i ~ ~ ~ ~ ~ ~ ,vf'°w~r ~ ~ ~ N 532 785.+~7 i a ~ : ~ 4...._ war G~, } ~ i 4 f ~ a ~
a i . J f r ~ rr . ~ t 9 a i ~ ~ i' i 1 ~ r 6. ? t ~y . , E ,ter ,~f ~ f E 1~~413,19Q.~~9 ~ _ , i ~ ~ , ~ ,,A LLJ
~ ~ v . r r . t ; - bn y , , ~ ~ ~ r , ~ - ,l LLJ
~ i „ r < i ~ t ~ j . ~ ~ ° - , a „ , ~ _ . : > 7 N ice'? d- t.C)
, d ~ ~ , ~ ~ ~ ~f ~ ;r, ~~~k r;~ EL 14R~ ~.MATTI ~,C~ ~ , . r ~ ~ -ti
ti's ~ ~ 4 r 4 , t ~ a 3 3 ~ tit ~ ; r , t r - ~ ~ f F t , ; 1 f i. L V, y
~ ~ , ~ ' .e.,,. ~ M, ' / t ~ , . x' . ~ ~ , , ~ ~;d,~, s ~ ~ y~1 ~ ~ z I{. , f j F N r ~
r , r + . ~ r,' + . , .q ~ ,1 A Pf l r / 2, t ~ f A ~ i ii ' - ~ T~ 3 , ,i i r . ~ , , O O
~ j S f v^` i r 3 r' ~ ~ ~ - , ~'ti; 7 ~ r . l 4 f rl , 0 ON
..r ~ ~ r r + i 1 _ t` ~ . f c i -...,.,r ~ d .r• fn, r~r a , l t ~ F-- 1--- O M M U
, , ,.i ~ , r F 1 S'. t f [ x w.a^' 1 ' ~ r i ~ ' ~ t 1 .d., ~ ~ ~ f ~ Y ; W W N Q Q W CL N
~ p ' ` w..~ ~ ~f t, t l y` i .rr`~.l ~'t t~b~ `w.. ~ ~ v , r' VV ~ -i . ~ ~ ~ " , i .t . r ' ~ ~ ' R 7, . ~ ; - w y . ~ s 7 , ' o r r - 7 'i ,~r~
d" § t { .w _ ~ ~ y r i 1, J 1 / S i~ i, 4 ~ e ~ , ~ x y1 4 \
Q~ i i } o ' i r r f , i , < , , . _ 1, 1 Irv„ ~ 5~. ; ~ { t } ~ t > , , r, ~ ~ ~ , , W Z m W
~ r ~ ~ t .,r-^ r' r . ' . i. r^ 9 , , , ~ r , F- F- Ljj
tr i ~r f , . . L`_'~' ~ _ t. l ~ ` P h ~ W W z f` 0 W
{ ~ w / , , t y ,l .a i f ~ ~ , k ~ 4,~ ' ~ r.f,: ~ P PAP, fLIJM~ ; f ~ . ri ~ ~ , ; ; ,r f~. APPRQXIMATE M I~ I aE~ NAIL . , K N ~,~L MlTS~ _ O O ¢ W
i , . - ` y r , . . . r,. t t s 1. ~ } r ~ "r •.4 , D y J., x, ~ rr , k . ~ nu i f ~ ~ ~ ti ~ °~w. c n m© U a
1 1 ° 1 A "C < ~Srr a ~ r ~ 4d N , ~ f r: f ~ , ,I' ~ IJ, v ~ } r . f t . ~ .a ~ i ~ ` , f r ~
.....v 4 , b. f s r ~ r` ~ i i ~ ~ ~ 5 f~l~ ~R~(/,~,~¢'i~ j: _ - ~ _ fr"- "„y ' ~ t T \ ~ i ' , i ( ~ i , ~ ; ,l r ~ ~ _ ~ ~ ; i ,r
t:.. , ~ a . ~ ~ ~ _ e ~ ~ _ , . . r t ~ ~ ~ t r~ t r r r r .a.._ ~ ' ~ r t 1 pow*;
~ , , r e yr? s s , I 9 a t Y y y / • f f r ' ~ i ~ ' , ~ ~ 1 i , ff i j
iy r ' , ~ t ! ~ i ,.j F r ~ n ~ , C , \ ,.t ~ v, t ~1' , i i a 1. / le . ~ f s,~ , j . < ~ > ti ~
. ~ ~ I 1, j p f ` ' '?.4 ,'y ~ dw4,~ , , i ,f , ~ t .V~., 1 ~ a L ~ i , i IE ~ L n- 1 ~r i (
,i i' y r} , J , r i, ~ , { , ' f ~ x , r f i f 4 ~ ~ ~ - ' r.... t , f ~ i . i i~
t 't~ 4, ~ ' . . ~ , t t r i?~'~ ~ . 't ' . 1 F, 5 ~ s _ r yy e ! ~ a + i ~ ~ r ~ r : ; V ~ j 1, ( t w.. ~ .e e - a. 5 . f I f ? a.
~ ~ ' ~ .-M"' v ' ~ ,f{ ' ~7 r ~ ,i , i ~ J .l i ~ i ' 1 .e ¢ ~1~ ~ ~I f i a l i , i . ..r i ~ i ; 3 l l - t ~ j ~ ; ,
i 4 ;Ifni ~ •.L F, ~ ~ 1 t , ~ , o j ~ ~4 a~{1 , 1 i ~ : sr , wF. ~ i i. ~ ~ i _ itit r f ~ ~ ~ ~~y 't CQNSTRUCTION LIMITS . _ `r r f r w
~ - t ~ , \ ti 4 ) ~ ~ yN' 'e f 'h ~.`LJ. b y xy 1 ` ps, , C t i t 4 i f~ ~ J. r ~ f. 1 f ~ ,t ~ f . ~ t s , i ~ . n ~
I o. ~ ' / 'r`r ~ ''i.. ~ `1 d n w,' n 4 ,r ~ L.'„"w ~ ~ 't t 4 ' i~ y . ~ , 1 ; f ~ry ~ ~ ~ ~ - ~ ~ , r i ~ I : ~ ~ F ' ce..
w,, nq `4' { y~^' ~ rte r~`,,+` •~,d'/ .?,n"'i•r :s ~ ' y`r \ 7 ~ ~ 1 W tr ~ ^y ~ ~ ~ , ~ ~ t ,r spy„p`,~, ;r ~ l f , ; I s .ti ~ ~ . : ~ r ~ ~ + ~ ~ 1
~ ~ "~i, ~ r;~ ,~a f r ? w ,r° ` .~;;r' ~ ..ryr V ' 1 ~ ' i - ~ w ' " t y..r~" e . f !I f , v r' ~ ~ ,r 4. r,~''.J'"'",.. ~ i ~ , i ;
~ . 7.. _ d w' j : ~ , . J ~ w.. # , J~ } ; r•"~ ~ ~ i
{ ~ i ~`1( { w..^ vr.....,~,. ! t w } , < i ~ , . r ~'s ! f ~ ' t , ~ f . ~.r. c i i ~ ~ ~ ( r i i - - , i~ ~ ~ i i ~ ty i . ~ f
. . . r t `',^t.,.,., ~ ~ mp,y t~ 1, r c `1 F .,.,,,r . f ~ F 1 . ~ a s Y }
~ F>,. f e _ .~m" i 4 l .i n i i "'1 u),,
w.. r,. ~ k ~ ~N „ , - /
f t # mm r i , ~ ,,..,:,r-. ...,w. , . ~ ~ 4 A ~ 4~ a.a, ~ i r r r / ~ w. : ; ~ ' ~ ,r ~ , ~ t y ^w }
' h, f - ~f - . i _ -Y, c , i t r y~ µ ,r w ' r i ~ Jr S ,
a ~ ,.r„ ~<<~ ~ ~ t Wt 1.... ~ _ , r_,~.-... , ,y f,~ c { ~ ~ f ~ ~ . ~ { ~ e t ~ ! 4
r j , ,y 1 •_.,_...r ,Y ~ e"-,., r `d . t i 1 ~ ~ r J ~ i` E f ~ ~ ? W
f ` y , ~ , ~ q . ; ,a ~e ~ i. ,v r ~ ~ 1 ~ ~ r
- , ~ \ ,r, Wo ,t ~i i, 1 x ~ „ t i, , t ~ ~ ~ f i ; ~ r u i. r r,. ~ , y i t f ' i i ,i ~ i
~ i ~ _ f E . ~~,,.n ~ i •'w ~ 1_ ~.S 1. . t ti, ~ i ~ 1 ~ i ~ ~ ~ ~ W 1 f ~i ~ J ~
r o ~ M , , r , , ~ a ~ , j ~ ~ i s J f . w : ~
• l ~r 3 F " ~t, }t ~ t}t~.'~ ' , ~ , 5 r/ ~ , i J ~ ~ 1 Z i 2 . - ~ =r
. 1 Z s -h r ? ' ~i 'r ~ i ~s,,, 4`e p , ~ , ~ S, ~ ~ ~ i ~ ~ ~ , ~,~A ii y I t rl `ti f j ~ ~ ; ..w. ' r ~ i
3 , t . j . L S r • t. , j r a 7 F y. , f 5 t ~ f t ' ~x~'V. ~ r r,i Yl V`,. ,rind r q{• 4 r r r - 1 ~ ~ ~
' Z ~ - \i~ y x , ~ V ~ M t.. 4 y y „r z 5 ~ t _ f .t ! ~ ~ Y j ~1 4 ~ y ~ - ~ ~ ,1, t ~ / ? r' t ~ t ! ~ ~ 'e ~ ~ J, ti.
/ ~ r'f J ~ _ ~ ~ ~ r ~ f j r f ~ ~ ~ ~ ~ ~ ,I J' 1 f r 1 r ti . i ~ ~ r,,
, .i .i t ~ .y , r S . , e x 5 ~ s `5. r~ / i % ~ ~ ~ l F s~ ~ f ~ ~ ~ ~ ~ ~ . ~ ,
t ~ ~ S' .d. . ~ ,
; 5 - { r , t i fy
r,• ...`.t, .r r' e, ~ r'. t ~ .M . r • ~ 1{ ti ~ \ , , 1 ~ r,, 6 ~ i ~ f ' /
3 , ( ~ - . r ~ E ~ t 1 , w~ ,r , i x . . ~ i t YY A 1 i ,t .N<. : 1 4 \ t . S i 1 . / ! ? %
4 rCON RUC`~lQN Lt1~T ~ r ~ ~ t . ~ ~ a f , r - \ i r ,rt°,~, 4 t~' ~
i ~ s " i , . e x 'c f ~ ti r s , y / ~ . ~ ~ 1. ~ r,. , f ~ i` ~ [ (r
• S y. ~1 tit ~ 4` ~ . ~ l : ~ ~ ! tr1 t ~ ~ ~ ' 1 1, , f s , r s ~
1 _ ~ t ~ _~../1' . i'~~ 4 ~ ~ is '1 ` . . , ` ~ { / ~ i~' 1 ti4 ~ ~ : " --w ~ 4 r n r i' ' r i ~
~ y F t 1, j41,• / Cy
750 by \ \ 4 .,4 '~,5 , r ~ l,. ~ 1 'l r^,.~'. LC)
-745 r : t I` k ~ d
r t ate t r~ , k a r' , 1lw~-~- f A z ~ r.
740 fj t r goo W C 'Q
r ,r y , www"womm y , Z L
735 r 1 i Mwommmum t ~ IBM, t now o `
i , , i f { / tl . d' l r 0
r t i Z N
25 Y f 72 .01. y , n r i
t t r 1 t LY.U I r y a 1A. • 1 7,20 1, V, E n,....+............ z uu
a r J' t t t ,f~ Y r t ! ~W
5 ' 1 { li s = CL
2 3 v1 ~ t x' 9 i aw.~wr~ CDCO
' t 4 .fir ~ f "a r t r. cr.
705 r i
f 5 `1 -7013 74 71313 whir ~ ~ U)
Q r Q [rl
q ~ }4 t 771 , , 1 . f , 1 l l
1 { t M 'H LINE ATC s / „ s U N E 14Q~- t N
, a.. 4 a CJ
i A t I
: f` W
27 28 29 30 31 3 34 35 as <C z
W
37 48 37 ~ 149 ISO ~ 155 DRAINAGE 46 Nwnei~~+AS f , i i i r r _J
4 p • C'.• r ESQ TALBERT &Bxuur ? r LIGHT
f$ 58 100 1 50 25 a 50 100 150 m SEAL r .
- E~fGINEIBM0 & PLANNING CONSULTAN w . s •r • 1 3 26421 ,4SULTANTS S HT. 38
US if • ® a 4 b 4944 PARKWAY PLAZA BOULEVARA SUM 350 SCALE IN FEET . 4 . SUM 350
<V HDR Engineering, Inc. - > •NGiN~~• NORTH UNA 1 CARD 282 7 A 28217
0 1 -50 ®i '`l • of the Carolinas Cp C PHONE. 704.426,6070 FAX. 704-42A-(M pn A. ee® k E . 426.6M OF 140
L6 www.tolbertondbright.com 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202
- -

k t 1 ~ , ~ w'.`..' .r"; 7•z/~~~u«».'....rc^.. iii"' `~`~'ry ~S_~ Y~ 3
- ` ~ = = ~ ~ ( \ \ ~ . B~,(~ ~1I' ~ ~ ~ ~ 'AAA LIN.~ ~ ~ ~ / ~ 1 ~ ,`1~~o~~~.,~~~~ ' \ ~ I ~,1 ~ ~ yr ~ , u ln~. 4~~~~~~ 1 LO r~ 1` is` C 1 W
i" v n Pr)
( i ~ r ~ ;ter i ! f i , 1 w.v , ~ ~ ! t ~ ~ , f 0 O
~ ~ 7. 1 e .a f 1 ~ ti ~ ~
1 i ~ ~ 1'
h tq } i w, 7. t 1
~ 1 ~ I # ; ~ l ~ ~ ; S
~ ~ j{j 1 ~ ~ / ~ ~ 4 f ~ s ! i c O
V ff + i ~ ~ 1 ~ r ; i
~ , ~ 1 ~ , 1 ~ ~ ~ ,r'~ 4 3 ~ ~+~.y~ ~ ( ~ ~ I ~ ~ ,.a~~~•~~ Z O 0 © U)
'^w ~ f / n V I ~.F 4 T~ ~ 1 7 "ta, ~ ` ^ t ~ ~ ~ cn O t~
~ t `w,w c~
~ 1 / D
~ ! cr- a
'e,. o F-
I ( t s r / ~ ~ f cr- °
r ~ w, w ~ ~ ~ ~ ° °
a ~ \ o
1 ? ~ ~ ~ ~ ti 1 C \ / ~ ~ t 1 , ~ 1 ~ 4 E , Lij U) W
~ i ~ ~,,?~,f ' ~ f ~ \ ,.J ~ ~ ~ o I ~ W W
l ~ ~ ~ ~ r ~ ~ t~ /"ir`~~ ~ ~1 ~ l ~ \ ~ , , ~ `w,...
! ~ ~w r, \ ~
rN n d- LO S \
a ti i 4 \ t J t
z ~ ~
~ ~ t O
~i - - ~ I 1 'f/\ ti 1 ~ t. +F w l.1 . J' ~ Vl Z
~ V e ~ ~ ~ mfr" , i ,s,'~ t
t ~ ,.l } to W W W N [n CL <
? '`t ~ ~ C(~ f ~ ~ ~ 4 r - 'pf`d m Q. CL N
~ ~ W z m
CIO
\ ~ ~ LsJ U U LW # Z W W Z Y
a F--
' / © cam.. CL © v
~ r
''r ,r`' .r w..~_--~ ~ , / r ~ + , rte''
~ ~ > t t f% ~T_ r `J / / M
fL
, ,a ~ ~
~ d, P iYf~ 3'}` f+ ~ ii
'"h-,.,. ~ `v ~M1~ , i~V y ~ ~ ~ of
'wow, r' ~ , 1 v~~,~.. l ~ ,
/ P ,,,r ~ .
,~~.,*r..f.. ~ ~ / OD CL
( V t•• cco ce
. ,.,.jai„r ^4 .w..r ~ 7 ry' 7 ' ~t ~ , ~~~Mr~ - .gin ~ - f' A r a
~w \
A _ l 4,:~, 4 ~ 1 ~ J , ~ a
G ~ {II a.~
GAS ~ j „ram,,,..., ~ ~ --w---. r-' c o
GAS x-.,,. l~,_y,,,, }
GAS G 7 , ~ ~ t w 400
~ ~ ~ ~ ~ ~ ~ ~ ; v.. ~...,,..w I t a w 0
~k. •-.3 CO ~6 Z
F ,E ~ / , j.-. y^.riqu
e' ~ t ~ "mow. e~ ~ } LLI r_.
a , , ~ ~ w, ~ , l > SWAM
f
~
mow, w,, ~ /
~ ~ ~ `w,1 ~ ..s.
C,,. ~ , w ~
. ~ ~ , j ~ ~w,,, , ry
~
~ ~ ~ ~ mow, ~ ~
\ 1
: '^w_ „~N . /f i ~ '^ti `mow,... "^w Z
1^~. 'w,,R`'"`w, ti-.w~'w- `w...~``w. v'w`w,. `k""'- ''mow.. `~`!w
~i ~ \ ~ ~ ~ ~ ; \ \ ~ \ ~ III rl t,- t t ~ = --t\\. ~ n ! ~ ,'r / / ~ ``w. \ \ •,,,~""+.,,,n "'^`"w. ~`ti,..\^ 'w, '``w. ~w..-~ ~ ! w. O
/ ,....-Ea .....w-- 4~~"'^-.,ti. •~'`w.. u1C~~'``~ jt ~"~y, N~~`' +~~~.ti•1,"'-- -ti---- " r"...• ~'9 ..`O \,S^,,"^r ``^1, e,, y...., ,,,.e 'tea.. ,,,,._.,,,n,„ l \ \ - a
Zo alz
? -yam '-~w ~e,,q j// ~ y\ ~ ',f.M "ro" 7.'`,,'p. eY ~ Dz <0
+r r'Y .ate ~ 1 m<
J LL CD ®C 0
01 .JZ
IN,
I
r P ti W
i •et W
CL
'4 Zz - - ' / z1o
r '1 J ? /
74- /UU F- V)
m
r ~ N
F T FEE 47~ Z
Q
M .n-"---^ / ....,•r•.-,. ~ '`sue / / r•, , w
' ' ~ ' "'tel. ~ / ~ f r / Q
2? 28 28 3o 31 32 33 34 35 36 6 z
DRAINAGE LLJ
36 46 g M~~tuMUar~e®rt 0 k i + r r r r r UL
sI C A 0
47 49 Go 52 ~63 1 66 T,,UBE w U1"NT 11 s « W.~ i~ &BLXL ? • r Q i ` Q 50 25 0 50 100 150 IGHT
59 el SEAL
ENGINEERNG & PLANNMG OONSULTAM $3 28421 SMTANTS S HT. 37
i r 4944 PARKWAY PLAZA BOULEVARD, SLUE 350 SCALE N FEET . G,•• G,, . HDR Engineering, Inc. , .NCINE CILAPJJYM NORTH CAROLINA 28217 SUITE 350
t V=50" o of the Carolinas Cp G 0 o k A. k E ~ 70"215,6070 PAX. 704--426-CM .28217 !6-fi~080
xO C: ~ ==D I~Iw~rerr?re+~~ ~~rrfill ,~~11 a~ ~p 0 f 140
w 12$ S'Tryon Streetf Suite 1400 I Gltarlottef NC 28202 www.talbertandbright.com
_m._...__.m.~_ _

i r, ..u-. a-,. ^ r . , ~ t. ~ , v.
~ ,,.,,.-,~:z...,.v y.,. ..,u sm„.. ~ . r 4 e 1,.~.. ~ , ~ . , , , . , ~ _w < • , ~ Q~
~.,w 4n,W fN.v J . _ „ , N µ f, „ ,.r . 1 : w .,..w,~ , . L Ld 0,
I ,.w r r . ....,,r u , . r -
i - ~ ....m., -_.w....,._. ,„w , 'f r ~ ~~w r'" W..
r ~ :n r t. , .,r...,a,„ - .w,._,,, w..,.,._.. ti
s.., r ~ ~ , , / > -Ww•, „ `,~s:.. ,<r ~~w - , . , ' , gym.
, e{ f _ , _ - , fr - - ' \ `•v, .R . ~ r , ~ ~ ^.m 1, , ~ ~
~ f :r , f 4F .,ai li i Y~.,., , W. r t .f ` r. „ z-. ,.r v. ~ r ~ ~ t ~ v h
M a f• ti.3'~, l ,r .r„ „ u.....,,. f r' f ` " h ~ t ~ ~ / ti , "~1~ ~ • ~b n 1 ~
...,y.,.,, ,1 , ..e.. wry.., " ~ r l :y.. .rFw yyy.~ s,tl. 9i f ~ In ..u..w.,...., ....nw. ,.nw,. '4'.1.x. T' ~r , ` u.. H. ti 1; 1 r"~.~. ' ,,ti} . - t z , h V)
r a I ~.~M._ . , ~ , t y • , ,r~,.,n
y , r w*,.X ~ ^ ~,~kµ +'"'t ~ ,
Mom„ r a w.... ..,,,,,w '~'w.. n.. . , „M r, . n~~~ m...^,.,,n...` 'r „y, ' w..,,,M~ r ~ ~q~ .r........... . ~ r , r . U
M., ~ w , ~ "ter. l.' n.„. . a a . . ..............Nmm-u..,., "h ~ t ~ 4 ~i : ,.w ...w~< 3~'` ~ti. wi ~ . ~ w ~ ~ ~ ` ~ cl~
;1.~ c~v , ~ , w4, ~ . _ . , . ~ y. r ~ _ . ~ r ~ „z. ~yf
~ , _ r , . /r ~ 1 »:,`,ac v. ' ~ tyi rt~ Ya ( 4
, x 2:.. _ , ti „ ~ r ~ u, n ~ ~ M....:. , n , ari+b~ ^ r n ~ U
,KK... r l ~ ~ ~ r:. , w f ,•.n i. ~ . ? ~ ....,H , „+e. ^ ~ a . ~ t " y ~ ' , ' ~~w-.,, ~ r~ F ;wry M...--~ ~-«-.,K„ .
•l ""*t.,:. , ^ r. F' 1 ~ t , r... , f 1 , ~...r ~ :.f% 1 ~ ~ ' r , , : ~ ~ , ~ -Q ' ~,r ate:..„„ "^`Y ,..,v.„, , y, f `t ,baL 1 L~..
W.. v, . ~ ^ r' ' :r f ,q i i ~ ' ,(1/ r .P z r p rn : ~ ~ y e .i ~ !c f`~w. W
r --ti, : i . ' w• } ~ j'~:. r ' , J fr t t ~ 4 r : , ~ , , : , , _ . , ;r ` , v_. t ~ ~ j ~ \ , a w> r t V ~ „aa , f r 1 " ' Y. r ~ 1 S C : i ~ 1 ~ j ~ t V).;
r.., . l ,s .r^w., ~ I'~(.,] i3 r ` r fry ~,f ` . ~ ~ i 1 : j 5,y i m. n a 6 S e' r i S i } : r "t 5 ti
n l M.~, wµr y ~ , v „ ' ^ r ~ Z , w i We ~ ~ ~ > ' 4. ~ ~ ~ ' . ,
~ , . . ~ ; t , , f, z i tt ~s .,..s. ~ ' r J Y\ n - _4 ~ ~ ` "ef a 1 t t . u. .ice I~AIu N n d'
F; ~ ,,.M ~ a >.r: y ` , w/ i. .Y.Y ~ 1 5 , . ~ ~ - - 5 ~ ~ ~ .tip' .n ^ y ~ ~ ~ ~ ~ ~ ~ ~ 'k t s
'a 1 i < •,r ,t ,...'f~ , , } r n. , F. ~ l ~ ~ f s. . F//, ~ ~Y' re ~r. . r y.
` . ° „ t ~ , r aw.. -r-," , , t t i : 1 m ~ ' t r/ t t , t ,r r f ~-N, ~ ~ ..-.n n, n ~ ~ w....,y ~ • . yY yi r 3. ~ u... ~ ~ 4 ~ , ' 'u a...,,., ..r.. ~ n. ~ ~ t '~V ~ i v ~ r~. ..n , - ~ n.. y ~ '
, r i. } ~ x ' ~ ~ ~ µ ...M j ~ ^ ~ a. , i ~ '.;1 t > ~ 1~..~? w / ` ~ m r ~ ~ s ` w `.l' c - LO Q
~.r.,,,~_, fly... „ ^w z ,mow, w '"~'^a f ' , c. f ~;r , .M„, y t 'i.. ..,,Y , , ~ "'mow..-.. ~ - M1 .^.-rte ...,.w.. '..r ~ ~ 1 , ow ~ ~ N
t _ _ h ~ t , f ~ , ~ . , _ d- F--- }-a 0
y i e ~ " .rte.. ~ , ~ f `"4, / e w \ t / , ~ i vu.,, ~ 1 l w w N CL< w CL a. N -7
. . r ~ r , N. r j L.', J y . ~ ,s „t ~ ~
~ : r.. 3 , ' , ~ , t vr, 1 A i r ~ ~ .
^ l 1..,. - ~ i ~ , ~ c ~ 1. t efi ~ ~ n +w.i.~,..n w 4 f (n z c; M °U W Z
~ . • .v ~ w.M ~ ~ ~ r^M~a ~ ,^`1^• r of 1. ~ ' ~ w w , h . ~ s , i, Ljj C~7 U w V)
w-..., ~ -.y ` 4 ' f r ~ • ' r ~ .M. ~ ~ ''r ~ ~ ~ ~ l ~Zhj Gi z y ""r, u
, , ~ • . a ~ : ~ ~ , w r' i. , f ~ , ~ t-M
'~,e"` , '^".^ta^-..." ..,J ly ~ t "^.w,-^7,. „ l'. a,,. °'a+... 4,~ yF t;r 4~ - ~ V : ` 5 ~ ,r , w.., ~ } ~ : ~ ~ a ~ ~ . t i 1 s ~ C~ 2 LL o U C~
`4~ f ` t u ? - ;r 4 s ~ t ro ~ T ~ h, ~ ~ ,P` v i V ~ 4 ~ , , i ,r . 4 ~ . i ~ r W
1 o . : : ` t, ~i : i ~ i.r 1.,. . r. . ~ ti, , 4 \ 4, ~ "V 1, s•, ~ ~ , i~ - "^,x,..,..., ;i -r - ~ _ ~ ' ~ , .
a w M ~ ~ Y` ~ ~ . ~ 1 . . .i : t f l „ 1 ~ ~ r
„ } ~ ~ ~ ~ ' n i \'t Fi rd 1+' '".,~~_..,.~~z^~, h ti`",, ~ ti ~ ~l~ ~ ,n~`~`.+,y;,+:,~'"~.~:~~~' f\ ~I V,~~ 0 l..,R~ ,t r `jy'r(y) ff 4. ~ ~V. ^M^"- ~1,~.,,. q ' i 4 ~ ~ ~ ~ 1 f , ; " $ - •w. ~ ~ , i : . y ~ w..
' \ :.e, r~ „ , ~ ~ ~ ~ w.~ - ~ . . .
~ 4 , . r . i' r s > > ~ . ~
~ v ~ ,r , ~ ,J p S ~ S r , ~ x., „ . > M'
~ r ~ fin § `4,~ ~ ~a`~ 'Y\' j ;e f ~ \ \ ~ j i f :qt ~ 1 `>a`.wrae" '/.F°r ~ ,„N~ 1 f ,t f ~~•F'a°aF'e, ~ i . ~ ; , Y i " i 6 y . e e s k - ~ ~ ~ ~ ; , w.. . r l r ~ ~ - _ , p ~ ~ ~ i ~ ~ . ~,:r ~ s J ~ ~
t {'4 ` \ ~i~~ .tom ~ ~'1~nY.kl..,.. ~'6 s , w • . w , ~ : ~ , f ! < ~ i i j
~r 't E'T. Rt j 1 i f ,r t ~ \,h f li \t t `F 4 , ,ti.. - : , : _•--wry' ~ i ~
° ' I r.. r•r t - ~ ~ .,.^4.~. ~r 1. ...`may ('1 t l
~ ^ , r:., ~,~ti w t.. , ` 'y., Y F fY i i ply" 1 1•` p . ~ r j r k a i ~ ~ ~ t ~1. ,\lt 1 at~ , r.. Y t ~ ~i .F i w j ..w e ~ r,' . , r ~~M .,,1
` : ~ ~ ~ ~ ...~aNS RUCTION, LI ITS ~ r i r ~ } M ..v.. . w ° . t:. , . c y ~ , . _
w ~ i ' \ J ~ ~ i ~p ~,,1 l.: 1" j .::r~ ~ r 4 ~t I ~ ~ ~ ~ F it '4\ 4~`4``, 1 ~ , w" : , t .r . s ~ r"..
i i ~i ,r i ~ r ~ L. v. t f 1 ~t ~ t ~ . .
„s ^ k ~ / { / ~ 1 ~ \ t, ~ , ,~.M ` : ~ i i j r r . ~.w , ~ <<. ~ , .~ti: , , ~ . . . ~ p,,, hM - k., _ , . , ~ , ~ v ~ .a v l
- ~ ~ , .r fi ~ ti ~ Y.. ~ Fyn « 5~: \\0 y r' - - , 1 r a ` ~ h ~ > Gj
r F , r R~hi ~;a, , . : , v , . ' , , t~ ~ ~ ~ , ~ , ~ ~ ~ ~ h r , Y`~ T1 f , .r ~ Sam
~ , „ , ^ p,.r.t f ~ 4 r . 1~' by r~'i i ' a. ` ~ \ w - r ~ ' r fr ! r, ~ / : ~ - ~ I y r 4 ny : 1 i e r v V. a > ~ ^r
t r. , ~ ~ t. y „ J , f ` / r L r ~ .F q, •.,e ..a Y,i' s _ r - JF' ^9 T tip.°:,'a~ ~ 1\ ^:~ti' 41 t 5,~, Lt 1 ~~r ~ f r ~ ~ j r f ( . . n% i
r ` ~ i f', .r'' .r : y1~ , 4 , 141 i 1 ~a 1i e l ~ ` l L 1 / , / + ' • ,r ~ ~ . " 5 y ~ . J ~ ~ , A, , . ti r. ~ ~ ,
} e , f : j t ~ r 1t e o ;l ""'^F ~ ~y r , _ - N 1 ~ ...m.. _ rAf 1 `^x , F .i r, q~ - ~ '
e ! ,r' ? J'r F F' F, ~'t~~'ts ' ~ l t~ "rf ~e \~1. ~ \ a „ s -r o~ ~ _ _ .r_,.. { ~ / ,n' ,v' . ' ~ i r' f > , fit, 1 `i \v,. t t ~ . • ~ ~ 1 , ~ \ ,..,r ^ • / ~ ? .~M , . 1 ti ! 3 ~ , .r << h .
~ e~ ti, ~ ~ ~ w_,.. ~....Y \ .w ~ , ~ . , ,y_ .,,.w~... -M 4 A,~t . 1;;`t 4~~R; ~ .1t' t1~ ~ 'tta~t~.~ 1 k t ~ wry"'" ; ` r , . ,r. 1 ~ ~ , y .,~.T„... ~A ^ • A t , , r ~ - _,..w.. L x , ~ , : • , ~ . : ~ fie'. 5 , , ~ w ~ , Ey. ~ ~ ~ ` _ . L ~ , " . r ,
, t ` . 1 z ~ : ~ - ~ , , , ^ , ~ ~ ~ ~ x , ' . ~ . Y ` ~ 1 ~t 1 t i ,vryw~ e l~ . i
r , , „r~ r. ~ ~v , ~ ~ ,..fir ~ ,,l ,t~ rv r . , r, ~ : ~ ~ eta\ , ~ ~~:4~,r ,a \ ~ \ ~ ` .t . w. ~ ~ -;r„ . ` , ~1, n ~ r ~ lu slow
r ~ t~ 1 , / q r , ~ ~ ~ i ~ , } 1; r4 ~ ~ ~ /aryl r ,ti r S ' n...~ 1 1\~,
> ~ sq~ •'~~14,•E~'~1 1\t . 1`~ ~ `~"~(•t„1• t. "1,>. , , ~"1 Is\1 . ~ t \ ~ c / < ; ~ t t 1 ~ r i e \ } ~ t ~ .f~ f f. i
~ 4 ,`t~e'ktt't4,~~~,~~V1r~~ t~^ 1 S "tsli Rte's ',y't~t Clt'~i"'t..~~.. \1 1 • 4 `'1y\ \t1 1 : • ~'.~,d i 1,. y t~,`t tt r ..~~,.l .~l .'~4 , ~ t , \l. .....w... , r r u• ~ t t,, . 1~~ ~ t ~~l - f^ ~ ~ f l \i, 1 \ 5 1 : ....r
i i ?w q, t q^ • ~ t 'S ?'1 ":r t .:ty 1'1 ~ f C.f ~ o i~~1"t t"_ : . , r i 1 ~ ~ ' . ~ ~ ~ ~ ~ l i ; ~ ,tit, ~n^ f r`~
i ' ~~510\ ~'ti` ~ G ~l 1 ~ t 's t ~ , w.y\Iti it i `4 ~ 14~'° \t ~~l~E ~ `1~71/~ ~n~A~' > ~ i r a E l _ ! ~ r r' 1 > ,
t ~ 1 ~ t~t~ ~ t. ~ 1.- , r~ ` t 4.. 1 } i i •,V 9 ~ t' i~t t, 1~~` It'1 t ~ ,V 11y . r r y , ~\.,~1'~i i~ ~7 .pt ~ 11~t,1 + t', ;•It ~4j~ . 4.. N. ~ „ a ~ ~ , . , ' ~ ~ f.ti ~t ~
1 5`= y t ^~71 i s A 5`` .tt t~ ~ ;l5 rr itFl ytl, E ~ ~~'~ti M~}~•.4 S ,~C, w, SS, % t s 1 o'i'j~tt'il .x ,t ti 1 tiR~\1' ~ t t 1 `)t St,` f i 1 _ 1 . i ~ , t ~ ~ ~ +i1` r , ~ ~ _ ~ P~~ t J ~ ~ ''fi. 1 °
d` ~ , t' v ~ ` ''1 .sl It t~l ~ 1~ Isd,` kht` 4`~ ~.1 4 1 t~~ B a ~ ,a a t 1 it 1" '1,>1' yit ~ y t} 'tt11 ~1R:4il,t a'•,; 't'}. : I t S f r' r. .6 ~t 1 F t 1 , i \ t 1', 1 1 t ,S ;t. a: t 1 11 "I' ~i" t , . . : j „ ~ ~ 4 S. I r 1 ~ ~ t l ~ 1, ~ ~ s ~''n j.. i r ,
r, - : { : Z 4 , ( I ~ ' ,,.r , • . ~ , ~ ~ . : ~ i ~ v t 1; tt i } .t... S s ~ 4. 5~ j l s ~i l E ~ f A j : ' t . y y,r J t t t s a j i1 1} t ~.l t• 1 a. ~1.. ; r..~ 1 ti, .s J , s'. ' 1 t ,1. ;11 1 1 f , tlil'` sl l ~ ~ 1+. R ' r, : - f " 1 ~ 1 1 Rt , , tt ( l ;1~ sk' 4i~'E, h St ( r t .11 ~ ~ t i 'y 1 ~ ~r.._ t ' : r .s i i r.: , w 1 f oi. : t l , y
, ^ , t li i 'it, alt's 1 1~ ,t, M ~ , , , ' y „ ~t ittlk 4 ,t t ` t' S It its r' ~ , / _ ~ ,i ~ « ~ 5.~
, ~ + t ~ ~ ~ i ~ az ; ' , i' t s yy ~ •it 1 ~ , f i ~ j ~ . ~ t t 1 4} Fy 1 r l ~ 't ~ y 4 ' 31 t~s.`~1 7 ~ t,3 ~ { to h't\ ~~4~, k `~~i~i•1 4 S ~ ,4 h ~ r' a S . - t `ti 1 'r
t\ 1 ~s, ~ t',s ~ ,j,la '1 st ~r i/^ •a S It r,,~` tI 4,1. ,1 t.~E, i , t ~ 1 S.. r r y~ t „ t t tr ~i t~S t 4t~1 i s f tt ,1~ j ~1 r w a y \ rV ~1 1 J i , i ~ tE 1 a~i ~ 1 t ?~~l's ~1 ~ S } 1, : ea" 'i Ly` ~ § 1 s 4 1 ~ .a ' . _ ~ a 1 f ~ m ''t .s ~ y 5., _ 1 1 ~ ~ . ~ ' M1.
~ 1 ~t''\ ~ t. , ~ ~ t } t ~ i s-:t .<1 vt ~ 't l~! •'t V1 t t,Yj~ Yi ~,tt ~ ',f x.07 } \ t } r. ~ i ~ t i , Y 1 1 ~ ' t i ~ ~ ~ 1; ~ ~ 1 ~ t t„N"L'"' "~'"'}.,,f : . < v ~ f C , ~ t ~ 1 J'4 ,I i 4,,, t..lr y: .y ..4. )4 t1-}~~ , i / i f ~ LL z A ` ~,t \ :t i, ~ .~r~ V `t....~ ~ 4 j ~ `tM~ j . t t ~
. EXCELSIOR MATTING t: z, :1;,, }s~~,~,, ; 't;,, ~ , ck: t y~.~ s : , . ~ , r' " V. ~ , / ~ 1 s tt n(` 1 ~ t t, .t \ t r f ~ ' w. ` ~ t`.~t;,t .r ~~f~t 1~.°~s:F st {ill 6~a, ii : , ~ ~ ~ 'i ~ i ` z . 14 i S
y ~ _ , { ~ , .s ~ t, `....,t °v. ,~ti, ~ . A • +y,~ i _ 1 : t X' 1 } 1 l,a ~ i 1~> t5 t ' ` # . s. * 1 a -°~""''7 I~ r V ,i y: j,'s ~.~~s 1 t , i i i I ° ~ ~ ~ a..:^". I f` : , ,1 ~ f,' ° . j` f ; ; . ` J ~ .rw. a`,. t0 ..1: ~ t i V t ~ t :.t.: . .l , , , I ~ 'd...a . 4 ; . ii' a t ~ . i. { ~ ~ 1 ~ `v , ti , ~ ~ : . . ~ ~ _ A ~ ~ ~ ~ v. ~
4 't, 'r I Q +';i,~ 1 ( Ei !~s.1, a 1tji~ tf ar v s , , + , , ' s _ _ 1.
r i t e f v t; ,.rc
r' ~ ~ ~ ~ ~ Ir', ? f F ~ •t+ fa t i rifi}' ~ li .a St l1 s t t ~,;,,',1 f _ / ' ~ ' i~ 4.4`F z t~i t~f~.l ~ 1 aE~•~t' f!'I 11} 'E 'V ? , , 1 , I ` p ,
i+~k. ~`3 f t ~,r f. , i' E• `'t j'~'t't.t'1 1 R
" y ! i r `f. ~ l ~:1, `^'`1 4 ~1 ~t ~ ~1,~ Ali lil} 'sf'' i t , A w , w
, t , } r , t v v y , , v, Z LL. V
> < r ~ f r' r n ,r t Tr 'r 4 T , ~r r' /fV a ?F ,r ~ r' ,rr; It Jt,~,i ~,i n1 c 'y, 1 ~1 t t2S F 4 , , :.1 R. R
q ~ fy , f 'i-~ i ~ ' ~ l / , rf it sr ,rE ,`^^f ~•j~ $4 ~~f 4f t, ~ Y ,S~~I{ ~ fi { 4~iti / T,Y r" dF r f ~ / :d ? ~ ~F' o / a ~ ~ ~ ~n•~ 1 y`~~ e~ ~ ?r ~~3fji j" F , "I r e r' ? r+ ~ / t 19 CI' ~ ,"y -4 it 3 1 t , , , LU Co
i t r a~ r ~ J,F ~l , ° ! ~t '4t t tE f w °k § pf, t{! ~f. "~4?t~E ~pi;~ + , , , , t
~ ~r r'' ~r .i p,/~ ~ ~ 4 ! i i J;i i , , 6 4 { •t f `i''' 1 ; ! ~ ~ 1 ~ 11' ~ f 1 4 ~ ' ~ ,
r 44 ~s qr.
t~t..~t11t f, s , 7{~ t I~~ , , , „ C < W
, f , , , k r ~ t
J 1' 4,'P ; i }{fi t i5 ,r ~,r i / r r ~ ~ r ~ 1 ff l t ~ t f : + t ~ i 4 i ry" J • + { • y r 1
,I 1 f 1 ~ , a ? ~ 1 r ° I i h Qh ~ all, , cr.
•1f P~ l ~`F ~t / f f r ~ t~ t.~~ ~r' ? E ~ ttt -,t / } {t ~y w yi r, R , { y~ , J t ui 0
~ 3 ~ a ,t, :t t4 tE{~t1 1~ jl't' , J J , , r c : f. r }
r ~ ~ r , ` ~.92t 1 ~ r s , , i r M
+ `flt{1 E lft
E ° 'OF -,4,4Q,'e, -ol CRL,,~,!NE SEE!i$ H 4 -NE E T ,
~ ~ r i t 1t J. , t
~I z n W
4 . ~ • ~ t 'ii~ 1 t1. 't k~ ft t .I ~.~'yi, iF~lf, 1',i fit ,r : . : ~ r~'....,, . s'
2 29 s0 31 32 38 34 35 so 36 r\ Z
,:y,.. :.:k....: L^^:tm.I..:.c, ' .a....•;.v~ . yam.... . DRAINAGE J
w- W7 so , 4s
? y~ R
47 48 A'
150 r\\"",- 1-4i 4S as as } • `l i~ `V • O 0 50 100 150 . o ;V. 50 25 . • 4 , . •y , • -per SEAL
2< ° q g - r,~+ . = ENGIl~aMMO & PLANNING OONSULTAP w e 1 13 e a - , 26421 - NSULTANTS
~Y `t- s • o Z7 4944 PARKWAY PLAZA BOULEVARD, SUM 35( SCALE IN FEET 4.• = y S=350 SHT. 36
°•01.° 4 •.N E•• MDR Engineering, Inc. . GINS CILARLOTTJ~ N e ®RTH CAROLINA 28217 ff 0® •YYYY,,Y CA 2821?
1 =50' ee o of the Carolinas . D G r C PH®NEY 704.4?,6i07'0 FAX. [phone]-M r+ A. t~ ri r1 ~dliiilllt{61i//~,rt r it i 11 4Z6-6±D8a
www.talbertandbright.cTALBEK I & t om OF 140
~ 128 STryon Street, Suite 1400 (Charlotte, VC 28202

rr ,
w.. . , w _ . , . w..
_M .._a... .rr ~M ~v_.._.. , x. _....._.wv, r .~k ~,w..~.., ._.._r . s • : , W
.w ,.„r.. _ ~.M_ ~ ~ r. k . ` . . _ _ u., _ ,w, _ . .
.w .....M.. ~..e.. n.....w... , ~ r ~ . ~ u ..,,_.v.%~.. - M . . W~ ...w-- _ ....._s_ ..w_.....
- a .M... f M. ~ .w v.. « .M..,..,.... M. , w,... w...".,..... , , . .r A , ..w_...,. ~ ,.f ' . _
w .H.,.~ w ,,..,,.r ~ m...,» ~ .....r ~ ~ , r T- ..v, µ 'Y ~..W,_.. , ~ r k, ~ , _..w ~ ~ . r ,w - . ~ r.. ~ rf
~,„.,.w.,„.. ,x~ ,v w ..C , , w r a ~ , , . „s. ~ ~ ,.w ~ - w . R , - , nr . F,~ ~ , ~
M~ ........y..... y ~ ~ ~ ~ :.7 ate.. r ~ ~ • , ..,v' eve S . 1~ ! . ~ .i . , ~t ~ ~ .,r^ r , ! r` 1 , , t- ~ / r ~ _ , ,
s.> M r ~ ~ « .?Fib"' . ~ p ~ , ~ ~ . .w_.. ~....w..,« ~ ~ r , , r..w f ti ' ~ ~ / t d ! , , ' F r f~. n J w ~ ~ = r Y ~ ,e'.. ~
. t. . p ^ r. tt r j i • y y d . 1 y r ~ ~ ~ t i z s ! ` r ~ , ,
q a ~ ~.y 1 , s ~ r a ~ 1 / i r z r ~ y, r ' 7 t ~ " i, J + %r I' v., Y ...7wr~rwM".w."~.~....~ ` y~r~J ~~E}~~-~--- ROVE ~ _
J >VV f 1 F > J ~ , , 1 f ~ , r ~ • j r p'A ""w+wrnl+~TY+~wMF.Y.4wuw.. J' /1 J i ~l , • ~ [L~~yJ ~ ' V~ r '~uYMrYMYY r. 1 \ t f t ~j ; R r p~ . ~ ,...,r.,,r,3:._,.,~:,_,
i ! p ,Ar,~'~" „~J ~ ~~w. -1M ~ ~GRA;DING B`~ ~ Ir ~ ~ ~ ' ~ ~ , , - . R R J B`~ OJT , , ; _ w
~ , ~ f , , , a ~ ~ ~ ~ b ; ~ ' • „ , r n o . ~ _ r I i , r ' e a , ~ '
• V , ,e t , Ewa Z ~ ~ 4 ~ ~ a ~ ~ , 1 . 4 ~ d ~ , ~ f 1, i r _ ~ ~ ~ t,
~ ~ , '.v. i x ` 1 t t, l ~ _ . r , ~ f ~ ~b ~ ,
S ~ ~k 1, ~ ~ C i _ ,~=-s. ~ . _ w. « ~ , > ' r t , y , ~ ~i _ , . P~ U
r V. ~ ' . w.__ , - r~ ` i ~ ' r ~,..w , , f ~ _r . t .r ~ ~ E ~ ~ ~ . ~ , . _ , ~ r ~ r _ , r ' ° r
4C.~ r' ~ ,,i• . r 4 , m, _ 1 . ; R „W... ~ r LL.
o , r , / ~ ~r r w,... ~ . . r , 1 J r' '..nom.. n , d r. r J ~ is i ~ 1 l' !f / . ~ .rte... ~.c., M:,. w
-~~.y~ . .....,y, i r . , ~ ...,,w 5. r ~ ,
i ~ w,„ ~ .n._~ r D ~ . , w...~ _ d~ , . ~ r ~ , ,r f . ..w.~ ~ C.: 'r , f i ~ ~ ~ r rj w LLJ:
w f r~ • M .w u.. , w.µ \ ~ ~ mow..,.. ,v-w. r w ..-.w. r
• ~ . ~ r ~ ,.rte ~,M,«,,,...~'° - ti:, , N 1") d'
-w M.., ; `F i "4 i~„R. ~ MF ~7, f u y..„„ tip.. :..h _ ` ._A
*y, ~ _ N,~,,,,
a; _ _ ,.X w ...'.M-~-~..~- ~ - _ _ _ , .a. % _ _ _ ' _ _ vrv'.--+ F ..ten ..,,..u{. ~ . S r,.. f "'T^. 4 '.....w..,.. ~ .,add! ?^-,.G ..M.„ 4 .a.. , 5 ~ r d , M i ~ " , w....
- Nom, .1 r• v~~ .w.n. MY _ . ...~.V«..... ~ ' ti, r^.""V.- i. ! J _;.y.,^ ~ ,..,....-..«n ~~,.r W'~,rm $'.w..~ t~/j „w„t ..4..µ~ L w ~ r ,r .wY ,w, ,yam" ' y ~.».-v- _ s..,,, „y. ~,.i.. ^~i " r ~ w. ^ .,+.~M,... _ _ , ,,,..w \ .,,yy, , ~ ...~,~S > r ~ ~ f If / !Vd ^ r. :.+G.. „;w,.... ! ~ i~ ~ s^ "-„y.... I urn, ~"`d . .v., ~ s n......~' w'" , LO 0
...-w~,,.« a w•~..~ ~ ;.r y' ~ f ~ ..,..T 4 { ? d r. y u..~. ~ gyn., t ~ ..M4, ...n ....r .W'. r ~ t l , [ ~ ~ ^.-.ter, W r!: r~..
«A M /r ~ / ~ ,ter,. S.»-~w~ -,.a^~ ~ ~"a'\ r ,..v _ ` w _ n_w . . . I .::~:.._a , . ,w~, , . _ . a r , .w r 0 to U
a ..~aw.• . ..u" ..r„ « . i,.-.... M~ .....w ..";~.:..~,~,.,u«. Yom; ,m , ~ ti. . ...r... 'Y v. ~ n.r.. ~ ' ~r+ ...r..., x' ' ~ ' •n.n •-gyn. .,..wn ..+r.. rm,.v ....r. +-..Y. t f ...n. v..... ~ '...„r, wn.n. r.r,.... ~...-r.. ..wti ~ v...V., 'i v... ~ .r i l:~w „ ^r .w,.. , w~ _ ?u,. xn, , , r , a CL CL N 0
s~ y..-- «.,.a , ~ti~``W S y ~ ~ ~ w.,... .w. ; r ' 4 . , wry , ~
. 'i .wM w- « r~ M..~ . `rte « „ w_. r ~ . a., P .d ~ •
r~. i . J w.~" .r.~.~ ~ % , ~ , ~ F
~ fry r ~ r-V yM~ r r , I ~ , ' I ' d .:r _ r "'1 ' ~ . M LLJ F- h E7J Ll to - w w x V)
~ 1 • A ~ y.~ ~ f w/l ~ ~ ~ t ~ „~rv....; ~ , y ~~'^~j'~^yw- i r r , r
~ !r f ~ ~ , ! j i ~ ~ f a r' ^ t~ r , r 'i f inn' , ! , : r r r~ a ~ ~ _ t f , ~ 1 f ~ ~ . i ~ i; r~ r~~ d ~ r' r r Lli Q O w F- - LAJ
F o .e~ ~ ~ • r a. , ' J ~ ~1 . , ~ . d d ~ ~ ~ i t r F d 1 v i ~ i ~.r ~ r' J r © a. o- m U 0
~ ~ - , w ,z ~ j w i"v .l ~ - r ~ i 4 ~ i n r . > .
~r - E ~ P s~ r, \ l ~ t Y / ' 1 ! tip.." Y ' ~ 1 ` ;~~i ~ ~ n.: r ~ : - ~ ! ~ iC s ,
. ~ ~ f . f ~ m.... R . ~ ~ 3•~ . ~ ~ r w.., n ~ ~ r , > , , i . r, /r
, h~0~-fit f . , ~ ,1 , ~ i ~ r ,a. , _ y ,a o•/ , , I; f; ~ r ~ ~ t ji i ~ r
` ..M_ , , , ~ • , 1~ _ 1 It x i , ~ < y i I y j , ~ I 3 rrs ~
, ~ 4 ..,t 'f { l , is l ~ L ~y .....fr ~j . ,,r f ~ r j . ~ f t ' 'r ~ } , . t r 1
, r " i . ! . r ~ , 1 k i ~ ~ • S , z r . r . i f CT ~N LIMITS ~ } ' ; 'weI' f 1 CO TR NS U co It 04 '
r r ~ ~ ~ ~ r / t , r ` ,r ~ ~ r, ~~..4 r r ( r E ' F. r ~ r r j
~ / # I ; . . ~ _ ~ i Lffi~ Ask
f" • 1 i j t . ~ r
~ r`~ 732 ~ x r l>% a ~ ~ ?1 F-
, r ~ ~ • w ti.., i ~ t'M h W r' •w~ ~ u' Coo)
i r ~ i e~ tf ~ , t , ~ ~ ; , -.,.7 - i f
, i c ~ i . . 3 J ;t 4 , ~ i f .
. 73 . ~ , , r, ~ f " s . ~,t ~ ~ ` ` 1 J
, .a " ~ , r . ~ ' y . , ` ~ ~ _ I. , r ~ -
« ? ~ w-"' ,4 J ,J _ ~i , ` :r t r ~ ' ~ ~ A ~ i J,.
~ f • ~ a ~ • , .4.... , e 4 t i 1 n ~ j,
. F ~ 4, , f l > ; . :1 i _ :art ; r t .410
f z , c r ~ r i 4 ~.'h v, d. .,i ' ro M t , f,., h~ r d Irv.. F , s'~ y ; , f , ~ t ~
~ + t . s f ~0 M, • .r 1 ~ " r 1 ~ f,' r t. ~ ` r f f f r~ 0
+K > qR , ~ ~ , f d ~ _ > r i ~ E . 1~.4 v`t, I ~ . ~:1, ~ a
_ r z n > / ! , , r F; ; ~ w F "'til ..1. f~ _ t a ~ } r ~ ~ { ~ . K r • t ui
' ~ , w.,'~• r . ~y y - 4 1 S i~ J o ~ 3 . ~ t ~ . ,..rr _ t F , SEE DETAIL' ~ ~r ~ .a; ~ ~ _ ,
, { , ; i . ~ ? ° „ F l t ~ - . f jF.±, ~ r. • - ~ :1 ~ v.. ~gY ~ , f
, ~ , , ~ f f p 1 . i r 0 , 1 , EX~ELSI R_ MATTING ~ ~ e' , .r y y ` i a' / ~ r r (
l ' r E i Y "'v. ~~v M~ C , v Ii f ~r' 4 ,,i \ ' z ! + ,r t + .r....
~ ~ ~ t ~ • r ~ r r ~ ~ r a . ~ l r . , ' ~ ; . ~ ' : ;~;;J i y . i ,i ~ s
, ; `.a ~ ` r r J ~ % i , Yf , v' / i^ tt ' + , , j RIP RAP FLUME _ r .r, ,V . a
s , i f ~ ~ . h Y , SEE ETAIL ~ ~ , . _ y
, , of F ~r f~ , r ~ 737, ~ ~ « ` ~ r . i d 7 r ~ i
{ t t s " ~ ~ f , . w , r i z ~ t r . . rr~~wgr~wwYn~
y. a ~ t r . _ f « f ; . , . ; _ ~wnnrwy.rw~ww
, a t ; . i r ' f' t 1. ~ , err-~+w` .
4~„~ ~ ~ 738 1. i , e ; rkr ~ ~ ` • w ~ ~ y
r . ~ ~ r ~ T a r : t , r ~ , r~ . , . ~ ; ' - ~ Y ' ~w IuYI~
~ a P i - ; .Sr, r
~ ~ ' . , x?~ . ~d` 32 ~ , ~ ~ r . ` r ' ~ 4 ~ Illllgl~llll~
1 739 , } ty l' r^ `~5 . .._.,.r,,.. .9'~; ~t . . u, ^J:
F ' , , i. f : r .h~" r . ~ ~ t ~ ~ 1 3 , . k ' i ' . ; ~ , ..R i , v
1 t S,~J < ( ~ 3 7 i I ; ~ ~ . ~ . r , n. ~ r, x . rr;;.
, 1
n' f r a, \ y , on Lo
a x .r 3
, f r. i / yam; 1 r
r , r LLJ
r c e z JfV z
l t ~y y 1 ~ 3 f f Y , f . LLw co
.f
\ ` j Z M
f ~ a ..r
, , ,
1 .
~ i. _ a
` s ~ "F y 1 , * z C n)
f 42 7 4.21
7349 i , , r ^ +Ov'sow "a rm V` 'J
o , P i
!I B -E AS W , a ; IN SEF,'E 4;5,'O%F MATCH L v N Lr)
WON" - i rh 0 f
t
r.~
v 20 29 so Yf 3 34 z
DRAINAGE w J
37 38 { - x~'F 48 a r48 WV lldtutttt/t/AA4 + % ,PPU+r
, so
Of I-Am 110 x Y` TALBERT &BixL • FE a . uG- H--T-,
50 25 0 50 100 1 50 . • r p • 0 •s I d • p • S - :4 SEAL, r .
= = ENORGEUNc &PLANNNO CONSULTV p . 1 13 , * _ • 26421 NSULTAN TS S HT. 35
`~r3 I + • • ? 4144 PARKWAY PLAZA ,.JUL1W' SUM 351 SCALE IN FEET • D, SUM 350
f+ 1i + G `v /~~O HDREngineeringf Inc. , •.NGIN w CHARLOM NORTH MOLINA 28217 19 +I °OPPPPM°° i® 0 SJ to 28217
1 =50a ® of the Carolinas e b G , C PHC3N~? 704426-6070 FAX. 704.4 r, A. ~ k 426-bt}80
't~ItpAttDlAlt11~ o ~ i f t i i i t t t~ o bl l Z os i www.talbertandbright.com OF 140
128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202
- -

~,~.J~ _ ,gyn. rte,.. ~..r... , ~~w l'i".(,y43'fi+bF%~~ ..r^' 1 J y ~ `x.., '.r..+ypq `'G.~w...~-_ ..-...n~'~`.-..~r.., r,N.r'-^"~°~~r?`"'n.-......w
" ?fir, ..r ~ , ~ ~t:'~'r....-«--^^ . E`--^° ! it ~ ;3'1 ~ .,.....,M _ ~,y,,._--.,.-.- ~,.-~-~,~..~~~N µ
~ a f i w.-----^ ~ M Nom,,... ~ ~ \ "i~'y'° ~ .-.,.-M.-," .,.^'...,...^-'.,,w-.,~ -.-.,.,w».---'""'...,.-, LIJ Lo
~ yin ~ ,r' ! r~l ~:hy. N Air,,,...,,,.........-, ww,,,.~° `t " ~ ~ ~ ! _ ^'{.tire. ~ ~ .....-w-^""""
"..,..,..^^..r^"" r^.^""" .f^ J' rte,,...-.. 4 ~i f _ 1 `-.n..... ~ \ , , r.^"n ".w. ...-..N~a __y"..r... _ O
mow., W~„w,~ ~,,,w, ~~.7,,,....... "f/ ~ ~ r SFr[. ~ w r ~ _ .N ~ N...~n..^ .
..r. m..wr~ f., t ,ti ~ r . ,.,r" y.. f
Y-^~"` t
wr_^r.. X."--."" r...r ~ ~h~! w .n µ ~ yti~f1.'3'b~~Yr?MNMd"µ~~ .._..+.-.r- ....n.." ~
y... / -."r^ " 5~. t''~IN \ .~.~w,.+ .r+-::, •'v"(~',.....~ r-..--..+. w N~'~r ...,.v
~ .~i'' / ~ MY„„......---~'°" f Y ..moo
~ ~ ...w^' ..mow
1 O V) C~
l ....-a;,,"` y 'w...---~-- w.~=:-,,.,, :»r~ --w""~„,..: w--" v;,r'"`._-•,,. 4 r ..,....-^r, t'fl ^ti
- rrv+•,rWti-."".,4 _ `:-.-„""..r _ + '•"`„.w.-.... ;,.r~ ,r^:._."^-yr"• -r-'"'.r-'" : \ ` ^,y~.y
O r ~ ?u C)
~r .^.g-"_ ::,_,.r..-~..w.."...."M 6 , inw~ ~:a°~,.",,.?'" f.!'` .r r.Yw~n~vasr~, ~ r/ ,r •-,`."^*TY w~ W'~ N ';V~.... •---'r~~-.r" "'~..~w,,.-..» „l.. _ ~w".,,.".-'. _ ..b.~ w_ _ ~L ~ ; 'y ~,r,"" r /J f I" "
"r..---^' ,r'""x..u~.. ~-.".:-„i, ~ fir' ~ _ .~,..»...m ~ :~w... 1 v?"` ~r/ ~ "r ,..W w.... ,M,.....- / ...~m _ - '
;.r".. r' f....--~ ^~+lr .....,v.-..,,:: ~ r i t:'. ' !,y".." ^~r"_ /J" f,• ~•,,,o ~ .--.w.... _ ^ ~,,...-,.l~s.- „ ~:i^^',,, ..-pa. 3 Y"„' ff f fr'~ / f: / f' { ,~......w.
_ _ M 4 - ,LL._-w~..- _ ...----.J ,„wr y.., ~ Q
-^'..r„'..... - ..--^l~-'. ,,,..,^~,„,,.M _ ~ _ `~1 ~ l 1 I 1 ~ d• ~.f .r r`` .e~" f/ ~ y .r-^"w. .~`Y , . ~ . ~r . Y J y ? 1 r s/ ~ t ~ ' 1' ' ~rr°"r , .r° f Y..-.--~-
, _.....--w - ~ ,.r~.-w-~. y' , ~ ~ f . , t ,t f t ~ ~ f r ; - GRAD~I~" B~~THE~S'" _M... rv.--"-"',..y _ ..S+.wy s+a.~o,.,.;,, t ~~r-.....,.- i ( { 9(`,~- r ~ ! 1 d "~tl w.~' ,J' ~ r r" W.... M~ r
4 " ~ F.... " ` ? f °`ha.a<„ „ ~ ,~.,~+y'` }f~ ';,,,F". 1 ~ ~ ,r ~ ~ f f' ~ .r,? f~ r~r w _ ..~..w •-.r ~ "v+„ns ~...•waa:tYr:~^,e. _ Oil ''"„r f r ,r f r 1 ` J"~, f r,".r"" _ ~ '~'~A ' ,."...-w_ '".4 "r t ti ; ! i t,".n'.' ~ ~ J ~ J r' _ rr ""+.r~
s " l . r~^ _ N te) d- Lo
^ ~T ~ ....".,W ~ -.."rte' qtr .u. ^w.. _ -r' -h-':,~..-. ! r t t ! / "
"'^^'W~"..;~--~-. y ~ ^r...,~-...,,~.;,..'y,_m"'^- •.,,,....,.~_'``~~}/''ry~- k.".~" _ ^'^~".,.,r.,, ~r^r f 1 ~ ? ! k ~ „a,.~
~."."."'^~rvN` YY~~ r,' ...Y"~ ~ .wrI' Y'.Y' r~7 f,'!'''~~ _7 ~?.^'r '^r• ti N t0 0 O
/r° ~ 7 _ r fir" / , . ~ `'moo, .w....--- ,.--~-r / , r, w...,~.~. ~"r~-^ J r y `"w~`-, e d r r,~."'u , ~K`"-„ ~ y ~ r f
F-- F 0 a) cn U W W N Q- < W
-i'" 'N-r'="~"~' ',N.%"'r ~.'•.M-~,~•.~ f`',,.~,.°`" m..w.,.w. w .,:.J~'~ rte,.. Y, . .~,r ~r.,,.. r°~.' D- Q- N 7) 0
f .r` i ...rr,""'"~~'- ~ \ 1 'f?) ~ i i } j , t~~y 1 ~ ; Y 4 ~ ~ ~ f Y, ~ .w" ~ ~ a 1 r , ..cam. r , ~ ~ ` ~ ; ,i 1 T"i f ~ 4y 1 ~ t t ~ ~1 ~ 1 ~ '1 1 r ~ .w""......`""~ -..o ~ 1
rN..w-- ~ r . ~ ~ / . ~ I ~ v. C"" /w '~"'r I ~ ` i 1 t S l t l t 1 ` ~ ~ t ~ ..~~n~....R~.", ~ / y, ~ `~j 9 `1 ? „^r.~~ '"^lo-~,~ / _ ~1 ( y 1 if + .,.'+'+1 ~ S ~ q ~ t .-Y `ti"...-+. \ i jr 5 v~...-~-,,,,7-. w- W Z m W
t ";.~?',,.„w..,.,-~,,~«" `mow.; ~ 1 ~ t ~ ~ 4, 1 ''e ~ , 1 ~ ' ~d _,~..a ~ 1 ~ ~ r "'ry t .,ap- ~ 3 'i ` t 4 { .,..i ! ~ 1 ~ ~ ~r 1 } 4 1 .,.--..~r~ 1 ~ 1 1 i~~ ^w-.^' s r' s...."'"_..,- .i-^ 'h, f ~ ~ ,.-rr~r ~ 1 fi % I t ~ ~i ..r ~ S r ..~A~~Nt"~~ r"""'"^ r.^ ~ t I 1 I ~ fir, ~ ( ~ J 3 3 ~ `M.... ~ + •-^-~.,,,,M- -^""...w 1d _ gg I ~ r 1 l ; ~1 rr t N i Y't S 1 i ~ 1 ~ ~ ' '~'~.t - r t r-,,,.,,, "'1 ,r
....r--~~ f ~ r ~ E W ~ i f r-."".w.- y .n?,,,,,..... 5 ~ 6 ~1 .w...- Z~ i. 'MMn.?~ r/'~- ~ r'".."Vr^' J Ty ~ ~ ~ t ~ , t ~ ~"4 ...~..•,,,4. ".rw ~`y "r`r ~r ~ ` ~ ~+'I ti. i~.~`'4iw., ~ ! ~ ' t t L..rw" ~ ~ 4 \ s ~ V ~ a~ M«,., ~ ,t'~) y ~ ..»:.+,i. 9"'"A"y.^^'',.. ..wry y „r.,"'"~.. .r ..W. 1 ,"`n,~..~" ~ ~ t } ~ t ..y-- p t ~ ~1 \ ~ ~..-a ) /r r t .~'..a ~„t t."~"" ~C \ t 1 ";~'-,,,3.. .r .r,,. i Z W W Z Y
s 1 r' .Y" ! i tJ 'i ~ ~ : ~ \ ~ \ 1't t? s i ~ ( (~--'r"'~ f z j r l ~ ~r ~~y ~r.~' ~ ~ ~ , I~ W t W Q:~ Q- ry Z Q
t ~ ~ c
t ` ~ I ? 1 i ff ".".^w"^'" ~~.*'t s 1 a ~ .y ~ ~ ,.:r,,.,..-~ ,rte.-"--"""'
~ , ~4 ~ ' , v t t 1 i ~ ~ ..?""!,r""- .`,a.r, ~ '^'7', `~r 1 } t t t? 1,t! ( i Y"• ~ i r
i ~ ~ f t / ~ i y~ 1 r..r~r"' f"'^
. `e'er. 1 / ~ ~yq
~ a t 4 ~ s ~ . ~ ~ i i ~ f ~ ~r ~ ~ } Y
r + i Y~"^ ~ ; 1. ~ + ~ 1 , . . F,' r, , . . `w ti. r ti'
S / • r r ~ r , N1 ~ r r r I ~ , , r,y , s
~ ~ 4 may,.--- "I r ( r W/' ~ ~ ~ i ~ y r y, + , t J V
_ _ /gyp r~ t~ G . t `~t' 06 a
e. •,,__~,,,..+..w" ~ 11 ,°~"~'"~.«.r ~~~1 a .r ~ .r' d,. itrl ~i.. J d ;,-i , ' . , ~ , , t "x..34 sR '*rt „ Sri _ ~t i t ~
r 1 ` x ti, t + t _ ~ - ~ e • n ~~c: ~ ~ ~ j. } ~s' ~ , y f , . , . . ~ ~`ti, i, ,1 r' z t ,
~ ~ ~ ~ :f l 1 d l ,~.y~ .,.^'N~.~„ ? '`~r, / .,r"r i...:,., ^M1"+,w-^r '~P J t C .t, i ~ e 4 1 \ t 1 3
~ CONSTRUCTI ~IYI~~~ i J f , 1 ~ i ~ } r ! J it f ! d ~ S y! ~ 'L ~ L 1 ~1 t Q
i / ~ ~ i ..k.~ f .1 r .i f f ~ ~ Jf ~ ~f 1 r l - ~ k ~ f V i t ~y ,f 1 ~ ~ ~ 5 , . r ~ E i l ~ , d J 1 ! t t +t ~ t ~ ~ ~ 4 t
/ M1 i l I ~ 1 R i i t J is 7 ~ ~ ~ ~ t ? ~ ~ " t~ a t ~ 1 s ,r ~ f ~ / ~ ,t , b ~ i t ^ / ~ q ~ l , ° ` 1 ~ yy i ~ t f i tJ p p 1 f t ~ ~ yr ~ F ( ' 'l ~ " \ t S t~ t
f r' g~ ~ 1 ~ ~ ' i ~ ~ 1 1, 1 ~ ~ ~ ~ Y ~ ' i ~ f ~ ! ~ J 1 1 t - i ~ + ~ ~ ~ ` i ~ rr r , i J I r ~ t ~ ~ ~ l
\ t 1 ~ ~ 1 i 1 i ~ ~ ,t r r l i ~ ~q ? ~ ~ , ~ ~ ' ~ ' ~ ~ % ! ~ ! ~ t ~ 3 I ~ ~ ~ ! t rr ~ ~ i y '1. ~
1 ~ RIP RAP ~ NE i4 1 a 1 i t ~ : ;i ~ c ~ rt , ~ ~ t ~ 1 ~ ~ ~ ~ ~ , r ` ~ , e ~ ~ ~ ~ 733 ~ ~ ~
~ ~1 \ ~ ~ r i``~, 5 ,f ~ ~ t # ~ ~ ~ 1 ~ ~ r (1 ~~q `s't ' ~ ~ t 's { ' ff ~ ° f ~ r z ~ ~ ' ! ~ 't ~ ~ ~ t , , , ti, ~ 1 1, ~ '^t t ~ C,~° ~t , ~ i / t ~ ~ ti4
t ~ a ~ ~ ow r~ I ~ l 7 s ~ j; i i I '.,.r' ,'f ~ ! 3 ~ s"",,,w, 1+. \ y t
r ~ ~ i t ~ ° ~ ~ ~ 1 ~ ' '
~ 11 ~ . r . ~ ~ ~ l P A ~ LU ~ ~ ~z , _ ~ r # J{ P f,., ~ I r ~ 3 } r E 1 ` I ~ ' i. \ S I !r f r< ~ _ x ~ ..ir~ 6 L. s
~ 7~C Sl(~ M TTING ..d-~ ~ ~ : ~ i ~ ~ ~ ~ ~ EE TA11~ ~ , , r S r' + / t + f j` tr } I' L R i ~ , t t i ~ k ~ 1 . ~ t t 3 + 1 `~y LAJ
a k ~ 3 [ ~ i.. / ' . ,s j I ,as,., _ f ~k „k j r 'tom ,ti ~
t ~ I 1 ~ d 4 ~ _ E i ~ ' "r / r f J k ~ ' r.. w 't ~ ~ \ ~ ~ "-y ~ 1 ~ 1 ~ 4 r
~ , f e ~ ~ - ~ , r'~ ,7 f / r t I ,,r~+'~ f I% ~f r I ? s'. ~t ti ~r~. / ~ ~ a ~ / ~ r tj s t
~ ~ ~ ql` I ! .r'r jf i ~ ~ ? / / / /f ff t a,~' k 1. } o C j ~ l` ! I ^ / , ,3 r` ' 1 f
~ t „d `~a,i r'~ , i f. i ' f~` ~ ? / J,r f,.><' ? , ~M ~ ,f 1s fs ~ f r ~ f ~ / ~ 1r ~ r f a' f l , ter' f ~ ? !,r _ I , E ~ J ^ ~ \ i ~ / rl` f r` ~ ,t` a / s
t; ~ .".-.a'" r r mod' ° „r"^ ,i , , ! ~ f i ~ Y F+ ~ , t ~ l y _`"-..,..f " ! r r ~ L \ " -,x ' ' f ' ~ i t r t r / ^f 1 f ~ ~ f t
..J ~ ~ ~ , l i ~ s fair .-.;r "r ( i r•-,..~ rr' ,rig /,F' l ~e. y ~u. r ~ ~ i 1 r j ~ ( ~ } ' ~ rr w.. }y r ,.~r~ ~ i '`.....Y^„t ••4,.,,~ f f r \ t{..,i ~ r I a ~ f i ~ / 1f l' ! ; i i
f f / I S ~f' s ~ ~ t ~ k i ~ r' ,r~ f r r''f , C t 9 ~ , ,t a ~ ~ ~ _ i 5 1 ~ r , f
r,,, .s - ~ { u . , : ~ T' "crr^'r- P` >r ass` ~ Cr• r + ~ ~ I yr ` ~ ~.„.,4rr. s'.-..r ;>ir. r ..y.. r ...w.~,,....t. -tw, s ? s, I .r ~ "i`ti.'.,. 'cs ~ r"f4. ? ~h `i r( r T"'a"y;,-; ~`~J b . ~1' ~ t3 ~ J ' : f''~ .r'~ ~/~I' + ,?'"~,r ! 1 ` ~ L \ l o- ~ ~ i ~ j ~ 1 } r.:
' .N ~ : d %1: n t r., .w y,. !,r?~.I r`^.~. - ,~,"s i t ,Y, \ .>K.,~ y! fit, r'~ '-a. -,<d;?~„1 /J t > ~'YTi rl ~ f ..,3 z i z f 3 r ,•y: j ,.F i ' to-. e ~ ' ,r ~ p j ~ , a f l
;ti ~ 3.x~~ f r", r ~ ' ^`•f t i. ,S erg, \+4 I' ,1 i ~ r ~'ti h ~ A n' <"~E - A -'tom 9 ~ r' w• `'+'".?~~'~~..t;X;, i : rte/, i ~~.1 r' ~ tr ^ s f --;.7 lf/J f F,
l `A 3 : 1r'E 1 , f , ~ i ° ,+f ,s~ :t' F z. t ~ # r ~,r'. " ~ ~'f fr I r~.` y_, a...rs . `k, ,,~..,~~.m C.,,,.~...~.~:w,},..'sE,_.4-:?~~x`.;1.v:, :'i ~.:r;;.. ..,.:cC ..~"as ~;';a.....,. w.. ~ s~ +~M,...-... w A `v ~ ~ y a ,~r, r,. '~,\4,~y ~,a ~ ` 'two r' ` ~ ~ ~ ` `t• a,~h,t ' tit, ~ t ~ j a rs
`ti ~1 S l r ~ a. ~ ~ ~ ~ \ \ / t ~ tt r ~ f r t ~ ~ ~ , t r yf r r " ~ ' ~ ~ ,
~ ~ i ~ ~ r 1 a ; 5,t ij ~ ~ r i i 'r.,e ~ 'l ? t ~ I Y ~ e t ~ ~,>`r~,^r_a.«'';; ~ s~ y \ ~ l \ R 4
a .f r Bpip! , t. 9 ;:l ~ ~ ~ ' a " ` , r. ' ~ y s E t ' i i t 1 t r I! L. 1 J N l a \t E ~ t ~
t ~ ! f1 ~ ~ 4 ;tip N , ` ~ ~M1 ~ 4 f ` I t ~ ~ ,i~ 1\ ° ~ ~
1 ~ s 1`, 3 's ~ a r'" , i ~ 1e..r ~ \ t` t
t r ~ ( ~ C t . s ~ is ~ ~ j t \ A V ~
U0 0
1 7 % w Z M -j
, , t
( i t A P44 . w IN, ` LL cn
Y r F° j 7 0 t t'v 'w, N j 5-41 761.9 E 1 417 1; C~
~ 'i. ~\yA\ 1 1. t, ~ l 1 ~ i/ E i i Z t zi 1 tf ~ .r` 5 \ ~ , 1 ~ t f 1.7 j z coo
ti \ -'X X
, N c , 5 r
F 7 r ~C Z W Cq
'x f 1 h J'` tl~
j. / 4410 r !
, 11 I i< 10 0
. 105+00 1 + 0
X 'X X IX, "v, m
i V ~ 1 1 , " F f t' R, L MAT 1, E SEE SH 41',.:
Ll"ll , NAZI` L
, J" 1 " ` , r t F
t 1. ; I { 1 W
4 f ' 'mow
27 29 M 87 83 36 30 Z
DRAINAGE W
S7 88 48 IB eeee~~uuo~ptti , r ,r~ eae ~y+~ \
48 66 47 48 D TI" e ~ it , ' ~r S i / . IJL\jLur
50 25 0 50 100 150 U fwNT..Tqr U11 I
68 67 69 r a o w . SEAL f'"
• ENGI QMMG PLANNING C0N%XTA0 a 14513 _ 26421 NSULT,AN7I"Ss S HT. 34
a • •a° SCALE IN FEET 4944 PARKWAY Pt.AZABOUMARD, sure 35( ••F ~ , = -q t4, •.N^ EE. ~v FIDR Engineering, Inc. IN so CHARLOTTE, NORTH CAROLINA 28217 D, S= 350 2821?
r 1 =50 Of the Carolinas r ~ ? ~ ~ ~ PHONR. 26-6070 FAX. D A. G ? k ?04.4 7094 4Zfi-6080
f \ r~dogeapo?~® y ~ r r 1 r r r r i ~ t~~ 0 f 140
www.taibertandbright.com 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202

W d
Q
° a
rw..~_, . mow.. .~,~?^~:P~~
w V) O
w ~ ~ /1 -^/T {c.-~~+~ +r~, {,nom ~i +f~-ry ~ . . - , ~.+eaa..n:^b'''c't'. ,w.....-,,. r,, i IN Y. 1 ~ 1\'V I~'-Vt.J wJa~ 1 \ , `+~'*'~ww. M W
4 ~ "
1~1 ,j~,f ~ ( i "`M> ~ ,av.._ . i ~ t ..w..,.. - .ue...-. ~cMV..uvvrwJ.+ ^-,.«,..M, e' t~ ~+y _ V z
l i ~ t , ~ ' r ~r ~ _.~.w._. ~ ~ ~ ~ ~ µ y,~ r .~44: ~....-w~',,,r,,,~^ ~~s M~ \ .4. ..v..,..,__ .,vm.,...,. _r ,..r' ~ ...~r r f r F s O U t
,...w- - i , _ . w jam" _
r f ,..._r_. t r r ,r ~
.......,~,t,.._. _ M ~ ~
fir; rr. !,f --.,,°".,d--~'"'" . - . ~ M....
-.~.f. ..~.,.w..,.. ._w..~p ...._...w. _.~...m .~w..__. 5", F r, _
kr ~ M.. M r
pr<..,_.~ r r ..,.~-.~........._.,w~_... _ µ~M ~ 1 r_ : ~ ~ ~i -'.w~,.~....~~__ - "`fir
M..,_~,.,.....,- t.,,. - - w_...-_ _ t / W 'r C ~1 ct t~
+}~.w- W,~ M.~^ ..'"'"°-•-w"""""ar ! A'r / ~ N
~ ~ ;i~ ,.arm. _._.,.~.-M .r-„"^ d,^....,.,,, w ~ r` i ~
_ 0 Q
= -M CL M N C~
. „„~,...w - " w tee"' .M---^.^,Y, ti.,...,-^..y,,. r"" W Q D
LLJ U U Lli U?
_ ' w~ ~ w,,...... -
- ~ ..,..~....--.,...,,,............«........,..,..«».~.tl..«-.^-^^ww....-....«--.m..-..-W...-- ~^a....^^".....-,.M..-..,.............-..-, _ :.xcwo`",......~.~'.° .r .r_._....4 ~µw. .M •"""r . ~ `:-..""`"rte _ ,s~'..--~;'^"~~-, r.-~ C~ -Wj Lij U W O O Q W E-
v*` ti. fit; P! } ~ ¢ ~r r' ~r °i'''"i ^.x r.N '"~r ..:"`w^' ~ ^",,,?';.^e- -"`".,....'^-,m.--;,,.-„~:... ~w,„^,...- „r.. ~ w CL' Cr- Z <C 0 CL CL 0 U
.u,,,,.,_... "`.W.-» `"`w'°. _ .~-.-a. ....--.a,.. .v„vra,•o-'.-.-rvra.•~n+"~`v''wwwr°+`w ...-^^..'T~•'"'"'°" a `ti, '~rl. i^'" /1 - ~ i 4 r"' f' W - ~"r :.w ,.-~M~;;,.. _ ~Y Y N~ ~ ...,.w.
M ~""'^,+.M ~yovwrrwv,•.h• ~r~5rwwa:uwa.~arwH4~~"w°'"`~.,,v7pswanmvo*~r?''....,...,.. ....,...,V~ J.-„..,~'., W.. ...k ~w,..«-.-,_,....-.....',"~ i
O 1 .,,,,s"~ f.~ `VW,: ~ Paa3+.eem mod,........-.-... ".^"`.^t p . ~ ~ f ! I 3 ~ 1. ~ \ ~ t \ f ~ \Y L n ~ ^`\l,.,. ,n.Y?'+' t
t ~ l F ~ i 1 i 1 ~ 441 i ! ~ vJ r` ~"'f r< p^, ~ ~ \ F v `'a
r ~V`i r r~ ~ ~ ( , ' ~ ~y^~ r ~ ~ i ~ .r ^ 1. i A ti.. / y d`"' ~ r
?'s J w, 1n.~•..?`~w~f,ir~..a l.~~ ..,....~l X~,~.- ?nvv~+~v^,y,:,,y _ ,M "a*'~.gY,gS~-~^~~'"-w- ..~.y...w. ,„...w, + ~ ~.~a• 1 I r f ~ S ( ~ t tJ,' ~ ~t. 1 ~ \ 1 ¢ 1 ~ ~i~ ~~t j. kr'' / ~ i~;_ 1 (,J1 1' f°" r~y~ r
~ ~ _ ~ a, i ' ' ~ ~ ` ~ ~ ~ ~ R. ~ ~ ~ ~ , ° k 4, ,.a.. m . i ~ ~ ~ ` ~ , A t ,f' f _ ~ , f 4A
_w_._. r.. ..~.w.~.. _ M. . , { ` ' ti y, `r„ ! G I
~ - L- Aftk
1 1 5 ~ 1 .,.Y t f ¢ t ti, ~ e, ~ ~ { 1 J 1 0
~ 1 ( ~ ~ te```a,+",. ~r.2-.. 4 ~ t { I c i lj t t ` a ~ 44 4 ti , ~ ~
+ a ~ / ~ S S S~ } s ~I I ~ ~ ~ ! 4 y { `p
y d 1 i `i ~ ~ ~ ~ f i 4 ~ ~ E i ~ ~ ~ t
. t , ~ ~ ~ ~ TRUCTI~N l.li~ITS a a i.
r ~ f ~ , ~ ~ ~ ~ ~ i \ It i 1 I ; s~>
~ ~ ~ ~ ~ ~ ' ! ~ ~ t + ~ ~ d C f d f lk ~ y ~ ~ f ~ f ~ , ~ 1 tiw t f, ~ `ham ~ 1 i ~ 4 '
1 ~ ! f ~ f } j f ~ ~ 4 ~ i ; j f ~ `1 1 ti i ~ ~ t t } ~a
fi^..r.. Yr n , ~ .
~ p o ! ~ ~ ~ ~ { f t 1 , ~ ~ ~ ~ 1 ~ d i , s ~ ' ~ e d ~~rr ,y l ~ ~ i i ~,a ' fit. w.4 ~ 1 i ~ r 1 "1 `r. •r,^ \ \ ~ 't` ~ i` ~ Mimi
S y ~ f r t ~ i + ( ~ 1 Z ~ !v1 0 t i ~ v 4 'h.,. v, ~ ~ ~ { ~ t ~
, t ~ ~ , # ~ ti !t f rr ` f ' 1, `t f` I i f ~ z ~ ..,..,y ~ t 1 ~ f r ~ ,l rd~ g i< f j j , ` M1 ~ , '~1 , t 1, ~45 `ti. A '~4 t 1 ' i ~ 1 0 l 4 ,f iP ~M1, t 't " ~
1 t I 1, \ \ i ~ 1 6 { ~ 1 j ~ ~1 ~ ; ! ~ ti , ~ ~ ( E ~ ~ s ~ ~ t 4 4 ~ ~ ~ 1 m.,._..., ,.m..,,,
i } Z ~ ~ ~ ~ l ~ 1 F 44 \ yt i r W
z ~ t 1 , t s' ~ \ 1 1 } ~ ? , ~ f ~4 Yy~ vF , ~ ~h, 4 S
R ~ f k ~ i ~ i f ~ } i ~ ~ i f } I t ~i } ~ ~ ~ ~ f ~ f ~ ( i~ ~ d ~ 9 9 r .
0 ~ } : ~ C 4 ~ ~ ~ ~ f ~ h, ry r. , 'r, y ` 1 \ ,4 f %rr ~ fir' i\ t ! \ 2 ` '
a i ~ ~ 4 t i -ti s
i o r f ~ e t ~ rrr.r
r 1 7 t y
~ 1 4 t
{ 1 ...n^" C
S j
. _ •:r~ .q , ~ ,r; /"i t p/ ~ t i 4n„ i MM¢~ ~ ' ~ ~ J¢f ~"r F T L \ 9 i ~ 1~"1ww"+.."T"" / f , f ~
3~ ~ ~ > E ray. z ! s > > ,r a t f , . ti . ; ~ ~ ; . : r` Y; ~ .:~-r- n , ~ ,s M ~ ~ r qty, d' ~ a ~ s # a y. i ~ ~ y"s k , ~ r ,r , r _ ~ , i r 3 { j ~ys. ,4. i . \ s~ e~`~ 1` F :~`I t d l 3 f •~4 , ,~s, ,,v, { ,.k,, n t` 5 F ' \ t t' J '!'ten, ..J ~ . r s ~ is
3 ,+1; E~ f ~ ~ w~ 'A,.: his '^~!!~r ;Y a Ua:r ~j ,v 4 ? ~ `ti ~y n 1~ 4~ ~i' ~f r S li y 'i W, tea, 5 r r y ; ~ `'y is f J r s F t^, , w ~ ~ ,r,, ~ ,
. v rr~ . ~ r Y'" S rL ~ .v ~ ' . ~ A;.+, r , ~ ~ r f r ~ e . r`a't . 3 i ~ i t r~ r <f ~ y ~ ~ r -r1 ..r• s .r~ r~yt •C a 4 •'f*4 } iJ~~~',~.. „O ~ .fie.., 3 f 1 r .e',~-`. 7. d l 1 .Y~, .~`.f. ~,r ~ ~ ~ y,.,.. f , ~ ~ q~. ~ , , s~ . , , r , ter. . ~ 1 ~ , u ~ , , , , ~ ~ / „ , r „ , ~ , .t , e. _ ~ , ~ . ; . , : ~ r ' " - a~; , -e~ t .r ~.w _ 4 J ~ / gyp, ~ ~ a..,. .:t„_
7 ~ 3 / f a 1 r •''s i r " r 1 i~ r ~ f ! / ! i 4 S yy :s ~y ~4• ~ air
A 4 ~ ~ 4 4 f { j ~ ~ f ft , Qi~lCn_AN~3'DRAINA E° , ~ r ~ F` .~r ~ „ ~ Af'P,RrQXf ATE.rUND Cl~fi L1~11TS , ~ k. 'yl 4
s~~T~~ o~ ~~a i , . r r~ ~ i d r 1 4 ~ ~ r ~ W
r E D N ~~IN G~ t l d~ f t ~ ~ \ i ,r d i 1 t / ~ r~ d ~ ~ i i ~ ,
`a. k l i 9 4 d f+ w,/".,~'o......~. y`.~,. ~ / ~r f ~ ~/,r. ° _ °~,,t .„..r ...4 i ~ I • i f~ : r rr 1 ~ rt r i . i 'v ~ ~ r ~ ~ s ~ s 4r' ~ ~ g , i~ i f 1 a~ / / ~ . r""`~ 1
1 ~ awes
r 1 ~ / 1 ' r, a r < w ~ F ~ t t , ~ ~ ~ ~ ; ~ ~ t ~ 1 r' Q 0
w.. f.: r r d r lie, t i, t f a$ t . r 1 Lam, ti
vio 6p 0 z 01Z L;j Si E cr.
J SP 31 s € I i , N 5,40, 612 - •;ti r 1 4 2t + t f 1'" s i
N 5A9, 3 60 141 l 88,- ' . P73 1 }540`298. um V)
- r. E "1,"412\,494.67 5,4 }
'19 9.,67 N f 1 " , . h1 ~ i h i t r, t , r ~ J j h 1 r l E f /
53. i a 4- V - 4 yti , i G1 ~ ~
i }
CL
,
i , i
r w Q
. 00 W
85 00" 90+00 rf i~ t , APPROXIMATE MUCIC,,G LIMITS ,f
1 Q
y ti , ,
BAS ELI N , .r
v 'A , a.
W
29 w 34 w 38 v +28- ff
DRAINAGE I
37 38 48 46 rr~lull'lllrrt GAA~ A )y L.L
D T ED,.rr,&B,\Kj UT TrT"
K I 50 25 0 50 100 150 'o . • ~:v~
167 158 . e • _ •a SEAL r'• rN a • J- GIlN~G & PLANNING CaNStJLTA .4%XTANn S HT.
4613 26421 r ® e 33 S= 350
SCALE IN FEET 4944 PARKWAY PLAZA BOUC.EV'ARU, StJCI`E 350 4 ; y • , G its'. ' V . HDR Engineering! Inc. NORTH CAROIJNA 28217 A 28217
1 = 50f A of the Carolinas ~Q G to C PHONE. [phone] FAX 704426,6080 f2b-6ASt}
trlrr/11N111/ll/t+ ® %tr`r ® ~d OF 14th
128 S Tryon Street, suite 1400 Ghariattea NC 28202 www.talbertandbright.com I
- - - - -

i~
W
© r7. 0
U)
z
7 ;"t ~ Q Z
±J r U) Q
W C)
wMA.xd~ ~'X~' BMX CULV~R t
~y,rnM e'"'°",~+,',.~w,.n.aw.<.tr+,.+,r+,.v,.a.~n,t..anrw,¢.man...voan-nwau„aw.+wo.4°""°`"'`.+`nt~`w`h"`'4., t„ , ~Ftl Y.""'V~tJ.~Lg s< ~~µ~Y.a.M.y,~'„'G ,rte .v,,,.,.,..+M-...^w... n... U)
_ _„M.....,.,.. _ ,~.NJ.~,vu.~, y.:..u+.at.y~ .r".T...a,v,.cv.. O
V._..,._, i
.,,..v..~..,. .~,..w...r. .w._.__ - _ .,.rte _ w ..~.._.w 4~ , u..,»..m .._-E rmua-r.n.w<.~,a:~w~~^^~ ~ i ~~,s- .rv°~v^)v.^r`" ~ - u""-,. •`^...."r - ~~.__"^_,-°;,~..r x_. ti t' . 1.. w •
._....,._w .m~,,~ w.,_..... ...M......, "".w:~" ww, `~.~`w.u, "':.._:..W;. 'r,...,.... :.w~.~ "_,__.,w. ._,.Y... w.._. ~M1 ~~..._M.....w'~_......_ ~:`""~.,_.~..:~'..:...~..:,,..~.._.W~~_..Wd.~..._.~.._.v "_.w_..._.._,.w,.~..__,:: ^~.,~.r. w 1 < ! J ~ ^ `w_' -w.. _
m- _ V ...,W_ w._....,,_ -.M.,.., .d... ~ m..__ , ~ t,"r . • _ _ „ _.,.._.........-..~-.-a ~ ~'WMMw,~IVXtCAYC '#'Tf:RX'J.'et.~l' ~ . " .y. .nk. T.`.~tw'xn.M3pa0.M .RM .4f,~v.~ .w....
.-^.v..W-. 59...0.........., _ 9 , M,.. u.._.... » ,nhuwJaa~,~u.sf.S':w`.'aa~.~~yc-4dda,'~l, w,,XZ-.vw~ _ _ W
s_ w
" _ w......_.._.
~-..,,,~w N ~7 d' L
r
,s ,J ,J l e .^r~ e w,,ti 1 l 0
-i ,....w.Y.....,,.., .,~s.eau=~.vw...»-....,....„..,..,._„-~,........~,....w.--....,..,....,.~........ ...,mw,.wnM,.»..w..m.....w..............,..,--,-,,........,-.--........«..w..........~ .................»..,+.............»„-:.........-~---~..,....W».«.....~,. w.y,~...-......_.-......,....~.-..,,........,Y..~..~. _ 3 wry , ..............~_.,,..,..-..,.._..r_,.,_....._._.M.,........_..»,..^.,.....».,..._..__..-._-,.._..,.._._..,.......,..,........._._,......,...._..,......__...,_,....µ ,,..,,y,. -......-~..,...w,,.y,.-.w..,......-..,.,........._...,,..,......_.....,.....__..--.~...-,_.._._.,......,...,..,...._.,,..,...,..w_.....,...._.,. u... N tSJ CO d
LO N
1-- F- C7 m V) U W W N p„ W
_._~..~~.~__......~.__...,~,...~._~__..,_~,..~~,...w.~.....M.. .~.~....._...~._...m.~.,~...~....~._._.._._,~,..~.__....~......~.._.~..~.__...,_.~~ _.m_.~,.~..~~.~..~..~.._.~.._......._~~......~.. __...,.__~.~......~...r.__..,~, ..~..._.._~.~.._.._____.._._._.._wa_..._.w_.~.~.~.___---~_,___.~.... . ~ _ ,
,1 y ^ ~ ~`~^a. f ~wll U
J f / rr, J ».~w.. / m W z m LLI
O ~ •j`"~ / 'J .T `r^ rte.., .r^'` ~ /
. lF^ +e „ r.. .f W UJ m Q LLJ tU1I} Z W W Z x
W
w cr- 0 w r © CL n a U o
M-..._.. _.r..._ _ .~-...~,.'1VM ^YWiawA: h ..wN.... CP',MYQYJ'"`vYV'!bV1'V4'FW4aM?o•;,.,~.~~M1"Y}....W'M~VV~~v lY4w"n1^hA^yM""jgy ..r..... w.-_•.. r
'yY' "~k"EkA"XA^OwK^R4xSCSCXNYyVL&V.kS%"N`/4 .N._w,...... ..w...-«.. « dl'rN€.'yt"M.ww+Y ........-.,.w .-..-n.... ~'^vv~fr`'~N~`rv•YihPo"w+3rov"fvub:Wyw "'r!~ MI w^,„,,, , - _ w.. _ f 77
---.....w -r.... ~y'}~ry4~j'7~' y . te'a'"'. ~^~`M . ~4 / ~ /V'FWt`b•wvw"YY ~ ....w.,,-•,~ V •hJ.~ ....~-w+. ~ ...,,.,w ~ , ~r~'-•w'„' ~J I ty,^rvy~Yb~ .~°~V W"Y'wyry.."' ^ - wk,. ~ . ,w .w„ _ .w.,. i 1 ^.s N~..
~ ~ ,._._...ti. h^~~,~"+`,^,~. ~ r~,,.,~ t ,t`P~ ter'. ~ ; .,,.+;-mss'."' _ ,V;:1~" mow,..,..... `"N~`n~,`... ~ ~ ~ ~ ' ~,:r''-... ,;_:,.t:~.-: t ~ ~ ti,'~ `1•.. "i ~ i iY ! ~ 1 V.w Fry Y ~ *w.w '^v` y., t 's ~./"1 ~j trk r 7 ~
- .v-,.....M w "^.,,,-.r r~,~,`/y .,,y' ~ r=te r " ~ .
' Jw~m N4S.?kFN ~M1 ^ '.'.^-.„.w ~'^^..+.-....'.....w t'~ 1 S S / .,,J a.. .n'.•~ f t:7~ ~ ~ ~ j! ~ f Y r, ~ } ~ ! i. r r,.,,"~^,,. r~r yrF °s ~
~ ~ ~
..5 ~ / 1 1 ! ~ ~ ~ ~ ,
1 _ ~ ~ ! ~ y i t ~ s... , ~ r,,. S U ,J f , e~N TR fON ~MITS~ ~ ~ , r ~ ~ ~ , . `
~T , , ~ . ~ . . i . t r , I
~ r J r ~ / E J C~ . , ` ~ . ~~D ~ . .
r~ ~`"r. . } ^ `v, . i ai ~."y ` "*h .
. - W s ti.. ~ , ° . . . . . ,
~ , ~ n. ~ , . . .
. „ .
~ ,t ~ ~ 1 f ~ ~ / a.,.._. . . r, ~ ~ s . ` ~ s , . ; , _ ~ i i , Y~~ It,r ,
V t i ~ f ~ ~ ~ , . P t ~ ,r , ~ y ~ , f , ~ ~ ~ _ ~ f , ~ ` '
l ' t ,t q ~ \4 1~ r ? ~ ' , ' ! v t r ~ i i 1 Z „`r,,.r'_'~ ~ S~ ' i... y., ~ ~ ~ f . E f a j~ , r ~ rf / f` P its ~ ; ` J i r ` ! f 1 ~ \ ti ; i NNW
r s ! i
r ' 'w, .I ~ ~ \ £ J/~f f ( Jr ~I': ,w•--,,,,,A f° ~ ~ +~~i S a` ~ \ n ~ F i A r / } 'a, t
\ ~ ~ s t f I ~ 4 tr s~ r l~ % ' f 1 .r r r f• . Y» k d J ' ~ ! s ~ ~ ~ s ? i I
, ~ ~ ~ ~ 4 ~ !~I'A DTI ~ ~ _ ~ r`. ~ ~ I 1 i ~ ? 1 4 1 ; f Y d F rr f ,.,...,.,..e i i.»^ i i \ 1, \ j f i ~ ~h •t ~ ~A t f ~ ~ ~ r ~ ~ ~ t s c
, ~ a , • ,I' 1 ! s i ~ r ! I <<'~ r'` T j ~ ~r r' M ~ Y, t ~ ~ `1 `'-.l + 1 1.
r ~ ~ r 1 z t j i 1 ,~r" Yr, ~ , 1 t~" _ '1 1 , + 1 ~ f f s ~ 1 it { rr f y ..r° jr ~ \ , 1 } I t 7
~'~y 5 y~n 0 , i ~ rf J f' ! 1. ~ 1 1
1 5 i
....n.-w-' t R t } t t i ~v J \ d !
4 b. y` V.` i f ~ Y ~ S i
t i 4 3 4 'o I
A i 1 y 4 1
! r f r t j i \ \ n.hy t f r ~ ~ / S Q\
' S ~F t ~ a r r' ~ ~ I / ~ ,rf A' f r ~ ! ! ~ ~ i I / f 1 j t f ~ t l < ~ ;r r rte. y t 1 r r 1 f r. .r-.. ,y.. u • f ~ . , r " 1 , P . 7
C 7 , a ; d t , i z 7;' a s , ~ 'A` ~V, r \ .f ~ a • , . w ,a ~t . r r , ~ > „ y 1 .!a , . i. , ' 'r+ , . < , ~ . ~'G~ , r~: _ . ~ - ~ , , . i. ~R s. r~ > . ~ < i rC
~,..~':*4. ~ r ~r ~ ~ h j ~ . , t r`^.Y .r.rr ' r ~ ' r' ,TC' sl~ ~u9997~~~1 ~4 ° ul ~ `7{, tit F ~T 1 '^~T'^R^^ ,may a y~ y k . , , ,r""` i ~ f i `T'TC < ~ ~ ,r^. ,r y r: "lP~P(f'. ~ t , i } .r ~ ' ~ ` > , . , , . , , i .m „i,. r . . , .s , „ . , ~ ~ t r ~ i yr yk c , r t r~„~iti, ~ i r , ~ f ,f,. , . ' „ n ~ ry f \ , o- "wh f.~• , a . '^uw. ~'hn!.r.i C""""S
, ~ , - , r , r , r t ' t v , h ti, . . i s" ~ i~ i., mF ~ r w ~ ~ , , ri z „ , i~ r. r , . rr.. . , 4... ~ . , ~ ~ ) ^r . ,.,r. , a : Ax,
r O
xx f r ~ / !^t, ! rd f Yi+•,, ,r`1p1. , ~r'(~ Y% r,~ t ~ ~ 1 i t i 1 y ~ 1 t I # j~ ...-^4w y .r` - ,,r J i i ° ~ r r 'y}" ! M.d ~!'n i + ~ 1 1 i s j ~ i - r ~ ~ »r ~ SSE GRADING AND `pRA AG ~ . 1 ~ f, • i 1 , i i ~ \
. I t V~ r { t ~ r^ f i 1 ~1 y , rf~ " ~ 1 ~ I r V ~ .-F~"V 7 i j~ { ^ ! 1 , ~ k f 1 i ~k i 1 .r 1 ~ ~ Y . "^~^,,,"4 '"w
~ ~ ' ~ / w-•- ~ ~ ~ '1 ~ l it ,?r w'' r ~,r .rl,/ ,f 1 "A 1. t i , 1 ' ,t l 1 i ~ t 'r....
\ ~..._rt r ( l r ~ ~ ~ ~ i t' r f , % r \ ti ~ °A~~ r . 1 i O RG T L ~'S t F 1 '
~ ~ ! ~ ~ ~ 3 ~ ~ ~ _ i ~ ti, ~ ~ t P ~ t i d ! y Y i f ~ , ~ ` ,,fir
j SP 2~ E ~ e 7 tY J ~ ~S ?S~ ~ ~4l ~ I ~ ~ \ :z . i '4 ~ ~ 5 mob`'
i t 5 8 7 .3a a i
1,A 1 ,49.166 t } g ~ , I 2 „ ( < E 1 412 ,51
h i, ~ t` ~ 3 \ i 0 5 hi i i f I Af j i •4 ~ a i ~ ~ ~ 1 k 'i ti,,. ..,...»-M• ! E 5 2 •'J of z 13 a w
1{~41t X4445,
4 1P `i t ! 1 1 1 {
29
N 538,975 -74 s .---E 1,4_12,520-1-
X
ti
, s t 17u Z WI
, r i ~ r i 1, r it
,y
v „
SOW 00 '00 r!I v ® n
--735 I f i r ? ~ r fie'. ` w r. (.q ui
Y ~ m
slow V Cy
-R ATCH"UN.E. -PAS-EU'NE I. f M, "S E JN, r t , Q
.ti r - a} 1-7 r ; , r , i r CL C7 J Ld
r , r I r' Y r ' 7""`~
i
27 W La 30 1% 32 W 34 w z
DRAINAGE LLJ -j
37 YY "l~ w 46
47- 148 149 50 152 t oere.rrgaes ~I < + `i ~r 4
- r 11 50 25 0 50 aQ 150 ° SS a u°~ • A UGHT
in q
158 V~ 158 169 WMA 1X13 SEAT. r' • - - ENGNEEMG & PLANNING MNR.TAIS SCALE IN FEET 26421 • „ NRXTANn S HT. 32.
• r ; 4944 PARKW'AYPLAZA BOUI"ARD S[Jx',[`E3 C 1 Y •9"V I • I V --50d~'.~^ <~v HpR En Inc. GI NE. . 'C •or ~ MARIAXTE, Engineering, NORTH CAROLINA 2$217 S= 350 fA 28217
of the Carolinas . o. D A- G r °1 , C PHONE 704426,6070 FAX. [phone] $26.M
~~~~11i1/11{i!8 r~~rltltll~t~ ~ OF 140
° www.talbertondbriht.com 128 S Tryon Street Suite 1400 Charlotte NC 28202 9

f`•
LO
d tf? C~ C?
rrvw,~. ~ y ' U) Z
~i 0 Z V7 0
ewe,, . ~ w. ^ .F i , U
v. „ y ~ S' „ .4 ~ _ . ys w. , r,
i , _ - _ . .ti ,..w.,,. ..,w.,, v, - u.,~. ; ti , _ r .i,.~. ..~r. 'M M. .,.~..w,y ~ w. t n r... t.. ~4;,, ..Mn r,v,. ~ y ~
ti,T.~..., » -....a,. , r.. , . 4,n ~ . .
..........r- ` .n, ._.k_..... . .M_. _.w.. _ _ _ . _ _ w.... . _ ~ _ .M._..._ _ _ / ~ t ..,,u ......,n,. , 4 a~ ..,r. ,
'.x.., ,~...n r.. n -...w.r..,.... e. .i n....,, ~w__ , ~v r r ^ ,,,.,.,_r, _ . w . w._.. . . r..,.,..
t~st~jZ ~ ~ G; , M C -.a .,.h. u..w.w.. f 4 . t , ~ ~ , „ _v
,-n.._..,,...., ~ 1 M1u n.....,rc.w.~ » ...»n.,v,..,e. ..,..»..n --,....v»n ......nw, < I..: ..,w.._ . . ti, , W
r ..v ...e......_. ti . r,.:.....,
~ A 4. n • ..•r......v.._. v,.w.. •".x~.
~N........ .............«......v..... -40 Ton
t , x(. ~ ...M ~ , ~ ,.~y , -11 ~l mom

f , w_»..~ .w..~~._.~M,.~~ ~ .......o . N
N:. ~ 1 ~ ...w... /q h . ~ ~ . , -.w,.,,.„,.,~ 0 0
6 t a . ~ ..,..a..:.. r h' , rv. ~ ,.r. , _-.M..,. r~- . w,,...
~ti , .,w . "z W _ 0 - N
; "n. 4 w ' ......y. , uml
-.....n..., w, f ~ ....M = m z
. . _ ,w..., i ~ . ...N..... ~ , (/r1 w Z m °w
.A,,....,„ . . s ~ . ,..,F,. .a , M a cn w
v...,,.,,~, _ . , - , ~ ~ , ::,,.:z+, „ t_ . ~ _,.w.. ~ C) C) w cn w w Z Y "
1 r ~ ~ ~ .w, . yJ . e v -.u.,.~.... . -w " , , / .J . , ~ . , ,.M........ .~r....... . v cn o o ¢ w
N ~ ~ , ^ w _ . r ' t M,,~....rM ~ r ~ i ~ ,,,,y ~ tip, --a ~ t e .,.,,M.,. rw~a ..vr.,...... .n....»».. . r4.. ~ r , ......r„ , . n m ~
x, r ~ ~ ~ _.,,m,. , ..v,.. Xva• f C ~
..~.-Y.w_ ~ , f e J t , Y. " , ~ y z ~y^ » t ~ . w rmw.,`~. .v^'..N .y F i ~ ~ f 1, y, .v ...w.,....« r>, .,4T++.+r„ ^v _ q ~ w .,,.,.,M ~ . .n.~ ( . , , 4.,.... ts,., ,
Y ^ i ~R'. i~l. ~ ~ t ,v. s .2 ~ ! Y.,.. " a ~ , rr- { : ~ r r' , ~ r w _ r r
~'.n „ rte., , / i .F "Yrv v . w-^-'" w.._ . , __w n . , r
.Y.~.,,,•.F . - ~ , . ~ ~ ~ ~ 1 X . ,.1 » .r x, yy ' : l 1 'v bt:.. V.ro ....+.i .a4 ~ N r f . ~ : ..J ~ t r r.. ~ ~ . ,F rf;_ . n , _ _ „
...N......• .a ~ ` y ~ \ la ,j If""- ^ lam:' •'^M . r t s, p a .+'r i ° ~ _k 'i + i T } ,..,n,,. .,,v ? e ---`r-.+.,.r~.,,..~,.~„ j ~ r F,> s F ~ ^7 ` w tyy ~ ~ 4 i w.., ~R ^ ,b v.
~ 1 , ~ ltt o ~ ~ ~ P l ~ ,f[l f ~ r ._.w;,~, . .....a. . .y _ `cam Mw IA
e r s . r ' ` ; i i Y , ...t.... I I I I r.- I
4 t a w r „ t 3 ; r `t ,y 1 - 't s ,y . M.w ~ ~ „ . u ss M., a- ANIL
s ROB. a r ` , . ` 3 ~I'/^.., i ~ w-... y~r ...,r.,- a .i,•.: r..... , .n-,.....~.... b '/ICJ U~ y~~TT
'a ~ t ti ` R t >G . rya ~ ~ r.~,,,,~, - # M1 . u R~1~1
~ ' ~ , L..'` a S a
`y' ` e ~ ~ Z\.'' d \ ~ 't \ mow...,,,,
J ~ `j ~ ti Orr 9 i i P 3
~ ~ ~ ~ v fir' ~4~a ~ ~ J ~1 ~ ,,~y` Y 'tee f ~ 1 ..1
~ r , , , h , "?1 ~ y
\ Y ` 1 As a z
, ~ ~ Q
^ , 1 ~ i
, , , ~ ,w \y ~ / ~ •I l 4400 I1°
R , ti 1 4k. '`'l^ f \ ~ /yam V 1,\ r~ 'd5 .~i,~. ~ `'.,~.A. ~ty \"+y 4 r ~ ~ / r a~
1,. 1. \ r . ~ ~ ~ r i
i' ~ r J ~ ~ ~ r.lr r1ui
, Yt, f" r ~ . 7
4 `R 1 ; ~ r ~ . y 1'
h 1 ~ r. , ti ~ a s ~-f t ' r ~nwrri.•~M.MAi ~..Y...i.ia
~ \ \ S 1 \ y > - 75
t S
~ Y r
` ? ~ V a J ` ~ S 1, 4 k "
1 i ~ Y : . r i ~ ~
\ r-... h. P+ F" 1 ~ . ~ ~ ;w ` ~
. \ ~.l S .alit.' ~ \ ,~i : ,j .L J. y~' \h 7-Y6~] ~ R ` / , i 30.. ~ . ,y. r . . y' .
~ , , A, » ° ~r~" ^ ,may, ~rt YY~ sM~ iYrrllle _ 9)f; , . _ i.: i ~ . T.~-.~' ~ rya . ~ ) ° ; r. .1. ~ 1aMM~etl 91~1? , ~ ~ per
. , .mow ~:,r+~nR ~ _ ~~1M. 'i!. ,'N s . , , ' m, is -'.tip l.. r ~.""i"n ~t . , i`,. . . mammon
7 .t \ ` ~ ~ , Y d t y P a.. w * ~ j 4 73®~ a. ~ i.- r e .._._.3p _ _ ,
. , ~ s s f ~ ~ ! . ~H42-0t -A~~ K02-04 ,;M._
~ ~ r .~.w,~. . , ~ . r ; ~ ; ~ ~ ARPROXIMATE UNDERCUT LIMITS, C R M TT EX ELSiO ~ ING, ~ . l W
w ~ ti ~ F ~ f 1 . • 1 ~d ~ P , + ~ t i f p ,l ~ ~ . } r , ~ '
'c" X Y t . r a . . ~ J `x f / t f ~ / SEE GRADING AND DRA~LNAGE ~ ~ E` . , , ~ , , , : ~ - r l { r r i ~ T ^ . ~y b/
. , »..N. TE~..23.... SHEET 2~ OF 140 ~M.., ~ ~ F 0 ~ ~ , ~ ~ ~ M `vr< ~ v . ; r~ ~ x x ' ~ x f ~ , ,..w.,., . ~ .
r tir x "el j r t
Ly i 1 t 1 ~ f ,f S \ sp I, r L
i , , v , ~ , N ",536,664.44 r ; r
a, . : t w 1 42 96 ,
, t ~ °3 .~t doh ® W
i , (Kx 11 % , " C)
SP . , I'x J' , P , J • um cn
g~ v(~"~ v v 53 9 7r~ ,v ^ J r , W C~ 0
kr~ \ IY 3 1 4 5 1,4. 2,67. 0',, , r. > r v I J Cl
Z n a r 1, 3 X': X 1 J ~ h
~u
i ~".ic.r~ r Vii, } l• t ZW
t CL _
s ui 3:
56+00 65+,00"
r ~ fir. ~Y ~ r fr ~ F k r H CC U
m
N "RW, S., A 14, Ll 1 p. Ur~t: SEEE mow/ N
p~ Lo CL O
W
27 0 29 so $1 32 35 1" 38 Q 2
, E4o DRAINAGE W __.t
S7 8 4 y < SIB 53 r~NN11ilA18yl y i i i i 48
ov e~ 11 , 5 ri 10 T
147 160 M 62 S &BixLui TALBERT U
68 ~t l3i4 6p 50 25 0 50 100 150 . a 2
m _ ; 2 SEAL r , EN G & P G OONSULTA] m 14613 26421 NSV LTl"9NA a7 SS" 1 1 1 . 31
r - = -v ~ 4944 PARKWAY ~yy LN~~t y^~ m SCALE IN FEET A AM 35
Ufa N . G m -4-~-? HDR Engineering, f . GINS . ~ ~ CHARLOM NORTH CAROLINA 2821 4A 28217
,.,.v... .:r X14..,..,. , j, 1 =50' A. of ~ he Carolinas D G ONE, 704°426°6070 ARm 7042608U r f E -426rfi080
t OF 14
Street, Suite 1400 ~ Charlotte, NC 28202 www.talbertondbright.com 928STryon

~~r w.. ~ , '..~~t ~ ' ~ s .rt_h s f s..,<
, x s i nN 0 ~ , ~ a M y } 4V"r ~w..,,,a a r , ~ .Y LO
i ~~r r~` ~t _r. y , ~ • Q r) C3 p
F
~ w '.y r' d ~ r , . 4~' ..,..w--~,. ........,.,.w.. ~ -
S% ~ . L ~ ~ ~ ' ~ry.._ _ ~ ,
L1 / r ; , - i r.,,. ,,....M, .r' w
` fy~ - E ~
• ~ , i ,..v i } u.. ~ ,,...r..r r. ,...„W f H+.„„ , ' jP
~ ~ r. ..Nti ti „ Yy ~ _ . , ~ y Y . .,.,7 ~ - ..I. , ~ ~ , ' ' ~ Si~ ..,Y.. „e,...-.... ......,.,~A„ v. W
'.c - { i~t~ { i ~ ,~.....+r....., .w.. .5 . ~ ~ iT Ir
e. w.,., n a ...yw t` t ...w.~•,r ~ n i.,. r . .,~ti.~ ' o
1 , µ } , fy~ . ~ Q'+' 6 V) r.. U
~r.a . . -y~~~~ ~...F, , ~ ..A~ w,. , f~'~i in, .,,M1 . 4 ~..d _ Z _ :D
, { u.,,. , r , ~ ~ , ~r.,,. 'iii f...., s.. ' t *.15.4, ~ a .W.-,...,... t # i.., S 4y. ~ ..Z ~ ~ .
Ilwglf w._...... m.» s ~ , "~M. , ~ + tf z
w,.,,. ~ ~ .w ' F rq ..--7 ~ .~z~> m.,...., r raw. .M,_ _ ,e .,,.,,e, : ter" ~1'~~ . ; 7`"' r s Z , ,
s.. M..,,..n ~r s- ...,,n fib, rjar a rr~ I~ 1 r x..,W~,.~ ..w. E1 .a ~.w.... ~ ~ d t - ~ .,.T.. .F. r.., r^~~ 7 1
_..g.,. ~ ~ ,M_~.w. _.,,M__ ~ i z~ x ..n ,v. „ h.. Y.. -».,..p ` .N. . ,t~ , ,
K~~ .,w ,N as ~ ,a ,.~_w . 1hi u.. v TOO 0 Lij
...w ~ ~ • ,.~w,~, • u ,r ~ w M~-.M.,_ , r, ~ w-.~.~, _ ~ w,, _ _.w,_„ . ~ .p -..r 1,. , ~~~Nr~. ~.,y, ....u.., ~ , ..r....~ aY^....,.~~ cf)
Aa z J ^w~ , \ ' ~ 't. ~ . i ....f~,`_.. M w.. w.,. . . r y
Jl ~ r~~ r fig. ; . ~ ~ .,,.,w~ f ~ ~ 1 t „ _,..M w. ,.f d , r, . , ...ae5y , . ^+-vim... W -~.w n .y., ...,,,,,.y ~ r.,. 'y~ W
, n ,~..,...V_ .W~....~. ~ ~ , ~ ~ . A..,:? t , .r~ ~ ~ ti r~ N' , - n...... w V,. r ' ^ r,.~.,r,.... ...,.,M~
. w ti 1 ~s . t i, ~K, ( ter......,,, w~µ~n..w-. y N ~ - . ~y~ tt) IF'
v ~ , a" ~ / i - - h. 4 ~ R ...v M .r i.~v ' w ~ t a. ry~
t ,A • ~.y~...~'w..r , • _ ~ : ,
~ , r. r. r M - - ~ ~ Y {4„ rte. ~ - , . . , 3 e•,.. Sri ..J ;,„t ~ ~w.~, r.... n. ~ , '
~ v_ v r ;.w~ , r ~r , . 1. , ~ ' ar... 1,....-w ffw r^~. ~ ' 3 's _ r , _ , 0 O N
J .fi ` , ~ t.. _ , f . , r w:~..~ . , f c i.~ t , . , ~ r r ~ ~ , r _ _ w. , , . r . _ ~ ~ . , ..Wy. ._,.,.w. ..~.~_~dw , . , V?
' ~ ! _ j s a t +4~„ . \ i ~ , ,F r fr ~ 1 ~ 1 w ^f' ~ t , , M , , , ~ w. y j ,x , a d ~ x, ~ . _ _ .y . +1 f h- F- 0 m w U CL <
r , ts. 3 s ~ a f r - .-,4 ,r- , , ~u , t . , r 5. ~ ~ r,w. . , ,».,..Ww.,,,. . • , ~ . ~ w ~ / ~ ` CL Q N d
r , ~ ~ i i ~ < z , r ` z e Y r 1 1 t ~ ' ~ .v. . ~r ,a , fit..,... ~ _ y.•.., ~ w..... I N _ .C J ' ~ r y,
, if ~ 1 ~ z 1 li s , * r ~ , rr » r 1 r , ' M , ~ , v t t ~v 1 , ...i ~ r..... ' v-....,v..-... n. M..1 ,r y` . w., i. ~ w z m r m D
'A k ' ~ ~ ,i, , a r ~t rr ~ ~ 5 r 1 t .tom . " w.'^.... ~ 'ti... . t ~b S ~._::~M w U w cn
, ~ , + ~±.y.~~ i `fir' t ~ ' , ~ i V ~ ~ p ~ f r .r 1 }~h P. ~ r b Y i~ ! t, v ~ z z y
: ~ , r ~ t r ` ~ u .h `w ~ ,s 1 ` ~ ~ r t ! 7f { ' i t + a i ~ a` w, .4 . ti ~ r~. l , 3 `S ` ~ , ~ ~Y CD U w
i t; j~ x ~ S Y uh S r 4 ~ v ti Y~,f ~ a va ~ . ~ i 4'r W t .i i ; W x Of~ z Q
~ a \ 7 ~ ~ ~"4 w L r ' n. 1~„ 0 0- it 0 U a I~- M . ;
' ~ r t j ~ ~ l ~ ! t „*t ~ d ~ • ~ • e i ( i ~ (f rS ! f ~ ~ { ti 1 j i' R ! .r rFl
' ~ f P # k tjj i r` j ti e i ~ a ~j ~ i E ~ ~ ~ Y > ~ , -
)r F 1 t ) t ~ a ' r r P v . , f 1 : { . ~ ~ f ~ . t q
• Ii. f r~ r ~ f 1~ t ~ } r ~ ~ r ~ , } } ~ ; s ~ ; ~ a
~ ~s ,ti ri , +~,ta f I EX LSfOR TTIN~ y , f ( ~ t
t ; ~r . , , { o E~ ; r s ~ s, >x ` t t t t t s r ~ , r ~ , i' f' ~s , ,4 / i ~r J T .,1 ~ , ~ ~ 4A
~ d ~ ~ r ~ i ~ a _ ~ ; • f11 ~ 1 i ~ i' ' d' r a.. `
~liK ~ C"; ; , ~ ~ w . m-~ ,'/,rat o ' ~ r' r U x ~ ,l ~ i s t e t y ' F' i ~ J r ; J ~ rfy Jr M ~ t
, y. , • ~ „ • j , ' t - ~ ~ i~ I 1 f ~ f r~ ~ j~,
a , E r ~ ~ ~ ~ r i
i -.r.,_..,, tt. meter - fi a ti, ~ , ~ ~ ~ r ~ r ~fy{ ~ ~ l f"' rJ ' F't. r M f f `4444 II ~ t ~ r
I { V ~ r , ' ~ ,ti i i ! ~ , > ~ ~ < a ; ' ' f !7 ~ e r f ' 1f ' t r
t , ; '.y i 1 o r E ~ , • ; _ , , f q t ~ i •u, , r ~ , t~ ~ t a e r /.w
~ i 4 ~ r 1 ' ~ •r \ J
y Y E . ~ T i r F )r r y f'1 r r ..r . •5 9 \ t»., r ~S. N,... t , c, t, S , ~,g
i k., I > I t., hhh ~ r , r ~ y r r , ~ ~ r •t , ~ o t ~ v , b ~ , w,., ~ ~ . ;
_ b / ~ ~ d „ r s f Jlt~j, t r ~ ~ ~ Z r ~ x < r` f r ~ ~ ~ ~ ~ --..,r;,, r , f i~ f,a~ r~, ~ ~,'~f ~ ~ e ..P ,'ti; moils
,a i ~ 3 ;y3~ i ' ~ .w: ~ ~ , _ ~ ( ~ I S 1 9 4 ~ ' ' ~ ~~,r
' tom'""" f ; i r i< f i . ~ ~ ~ ( J r, ~ ~ ~ ~ x , u~,,~
E , ~ E 7• ~ r :
( t E fit`, + a ~ ~ s ~ ~ {„~1 ~'ti t i ~ ~ { Y i, 3 r i~ i ~ „ t ~1 k q~~ ~ ~ i { i „r I
f ~ ~ ,..N, ~ j l . , ~ ~ e r f ~ /
, a f+ ~ f 1 f r t i t t S ;1 1 f , ~ 1~ ~ , t ~ T r a ~ - ~ 1 ' ~ f ~ i ~ ~ . r .
i r r f ! r. f
it ~ Y ~ ~ ~ J t f
~ ~ E ~ E 1 f1 I~ L' - r} ~4 - ,y it f ~t ` r ~ . . 1 ' ' ~ ~ ~1 j l f ,r r r y, r y j r ~ .
r ; t ? ~ ~ ' , P r ~ , i 1,
1 z r" ~ , . , fi E } ;~y\ i ~ ~ ~ 'r J i ' 7 ~nr~w~K . , w f •
~ r , I I M~t( SfJ ~4 r ~ ' . ,r Y ` r r r, `M.,.., , ( ~ t i a ' J i ~ I " r .'d ?
, y , i . `4~ / ? . r r , f
~ < r 1 y ~ , r.. r. t ~ Y k , ~ i ~ 1 ' ~ t : wn t ~i , . ~ • > t , ,F ; /Y~ r ~ 2 ..r f ~ 1 r:~! f d f' J~
< ; f ~ t ~ ~ Y ~ ~ ; ~ , f. i ~ r ~ +r w•..,. . 6 ; , « ~ ! ' t s , r t r } {
i Y~- i r r ~ j r ~r ~ i ~ ~ 1 ~r,r , y x i...M , . „ , ~ 4~W~ t ~ /.~L~ , i .V ~ . - ' J f 1 t , r f ~ ...r . ~ ' . i-. . ~ Y,I~ilr ~IIF'-' ,,~i~ " ~eNBwR II~IIYi ~ .mow , ~1
x,.~' . 2 , , r "_M , r a y ~ ~ 7 tue. ~ , ~a { r • .V $ 1 r - T a ,--~*~+~wwr~,r~r~y._,,. _ . ~ ~ ~ J.',` 'T^~h++ ,u . s. . ; . 1. y
, ~ r4~. ~ p ~ ~r y f ~ ; , ~ a ~ , b _ t 'f ,.y : , ,f ~ ~ , ~ ,f ~ ~ n J
4 4 ~ f r ~/~Q y a•, -w....,,,w r^~ e f ,
f 4 ~ l ~ Ja r ~ ~ ~ / ~ ` x r , ~ ~ ~ ~ r~r ui
, , z~w v, n , + ~ ti r ~ r" ~ ] ( ~ J . , ~ ~ K, , if i ~ ~ 3`'' ~~i
j r .f t~ 7, a f 'Y i' r ( n r ~ N 53 88 57 t.
r a , ..ten n' a { ~ "t, ~ i~ f ~ 9. 1 r.. e ~ ~ t . ~ ~ ~ ~ " ~ ~ x.472.649.37 , , ~~i ~ ' ' ~ ~ ~ r ; ~ . i 5 i 1: - A.r r y ~ E 1 4~ 64 . ~ .r j, `
, : , ~ i r / ! : n~j
, s Q L0
r 11 i .•J -9 SP-1, \,y~ 4 S f'°z i e , r r s + r f 53 0 60 r^10
, j --N, r w r X f ?1 A 1 E14 LLJ
x V\,. E 1 41.2 656:7 3411 r ~y w
J ! ? , ~ ~ nom. , .a r i , a 4 t, d.tt
? /•zl , r r s : L r~ _ J go
i , r r / 'ti f _ UJ
A r 4 ~r , i r f -if r i f f JJ ,r/ r1Y J.r' , le 11 r 4? 1,J \ f R f `1 f h y .1
w f \
l' it r r
RP V14 ~ RCUT LIMITS A ROXI AT Z W
. r .
I r t CDs
7 , 1 . .
r ) rpm Cl
i 00+00 s t~ d
, , r CD in
B r%.rm Won" AItwc:L a: Y. \ t~ N
r \ / UNE SE38 ~ o
r
t , .F 2 : y w
Q z
~ 00 32 M_ 35 w
37 W77 F48 DRAINAGE 4®~yU111M1~Ordf t t 1 t! I l r r
o, A -NT a p,
4110,~PA TALBERT % , o Q G-H--T-
° ! 50 25 0 50 100 5 . e , • _ a SEAL r .
67 t e w • s ENGINEMG & PLANNNG OONSULTV NSULTANn S HT.
r. 13 _ 26421 - \ 4944 PARKWAY ~BODUEVAM, SLUE 35( 30 39 SUM 350
,E 1~ SCALE IN FEET :t~ - '•.F 4r ` dv NpR Engineering, Inc. . GIlVE CHARLOTTE, NORTH OAROLtI~1A 2821 A 28217
1 =50 ®i ~C of the Carolinas 'A' E , G , Ck PHONE. 704.426°607 FAX. [phone]= 426.6080
tvd OF 140
128ST on 2 24 6 6 ryStreet, Suite 1400 Charlotte NC 28202 www.talbertandbright.com
- -

S , 3 wpm
` ~ cis ~,f. t _..TM.
__~w,. , ~ t t° . , _ v? a..., _ , ter- , ~ ~ ~ w F
. ,.a,,. . . _ . EXISTING NATURAL. GAS ~ t ~a, , .w~.,..~_,~.. ~ ~ A ISSION LINE . r.. ~ , ; _ _....w
r TR NM .r.. , , r,„. n, F^
~~.,,v ~ r,. . . , ~ ~w.._ .~:_N: ~ _~.~~.w A ° ~ ~ , ~ F,. ~ - F,~ ~~~3.ac.~ TF , ~,~l~ .-.~....w, ~
~..,.,.w.. w,. w,......~ ~_...:..w. _ 1. .,...,,.ww - M. . .e+. `x~.,..,, .4 Yly
~A_.,.._ .w M-.,. p .w.~._ .w.: . , ~ . ~ w h.. ~ ~ ~ ~M..~ _ . ro.. . w._.. ,._.w. I3---,._. ...w,.._ t,_,.i w,~. y, ~y y. r., w Y , rv ...u.
-_,...w,. ._._T, ,.,A .w r,...r. ..~.m~. ..n.,w._ u, ~ . m~.. ~ M.. w, . _ _ , ; m.,~ . W.. ~ , ~ , ..,w....,.. .s „ ~ ~ ns ~.w Y .w.. _ ii~
w.. ~ r-.... ...v ~ r Y .v...r....rv. ...~.rnr., n., ..r.. •n.. s- .v. nH.. -w. ;.r Wlr~ 1 ~y ~ rc~v w..~w ..o... ~ w.., YF ..v..... ~ ~ a ..~p~ . wey ~ ~y w.„..yYa .n,... i v' ~ r .
, v.n .r. 71 . ~.M , w v- .',R,.4 . n.., ~ v , ,....w,~, .._..,.v., F ...-.r.,.r... .:..n.,., ...~n.....n. . w .
w ('~`;-r d ~ ~ ~ a4 inwh. ~ ' 'w .w.... ' ' .v....n...w~ :::e:,::', ro„ ...+...~..w ~.l a~~. w.,,..-.. nr.. .,,v...,.....,« n.,..:...,
` r. ~ 4'~""" _ v. r l ......_,w.. ..~w,,,n. r.,... , • 7 . , ' ~ _ ....«...ti ...r.. . ..n... ..w. 'r ....n.,.., ~ f ~ .tin V) O
x f , Rte. ~ _ _ f ' ~ y S ~ ~ .W...,.. z r t ~ „n. .v-'" ~ ,:r',.. ..y,.. ~ Y ~ ~ U
- ao - 1 i _ ,
F t p ;,,,,.,~w, v ._,;...._w„ ~ ~ fir.. r-.~ f ~ 1. , e~. ~ M_~.__ . _ . r F--
3 ~ T , , ~ ~ oo ~ . ~ i ----~,-.°..t..._M. ~ a . ~ , . , , , Z
~ , . ~ ~ ~ ~ F - . ~ . ; < . ~ ~ ~w . t , , , . n w. ~ .._r... , , , titi , ,w , . _ , ~ -ti.
a ~ ~ ~ ~ , . , , , _ _ . r ...._a, ~ _ ti„_, r , ,K . , ~ , _ , ' . ~
a i •rw. i y i , ; ~ . ~ . ~ ~ ~ , t . , , s , w ti ~ ,.a _....m -M _ , _ w ; , , , ._.....,M „ ~ LL-
2 x • T'~ww r. ~ , ~.f ~ - r ; , ~ 1,I ' ~ ,~w y i ~ ':,1 y C) w.
~ ~ ~ f ,nor/, ti"w~ , , . r ~ ~ Lt?I-ENDWAIt n. EXC 14R TTI ~ ~,r TING
t ~ ~ ~ , -w"-."", , : i , 1 , hr.. ,
I ~ C?? ~ t ~ - - ~ . ' ~ t , ti , Y ~ i ' , „ , / Y 4
i t ~ f ~ r....,. ' . k~ r ~ ~ ~ ° ° .1.. ' r ~ t t ~ 1 r ~ . r: . , , , ~ ~ ~ , , ter- LO
J < . a, ~ , i . ~ ~ . 4 i~w.M~ ..w„ s i R~ , .
t . i ~ { ,a, ~ w J ` f a. r. ' , . t ~ ; r ; ~ ; e , ~ ~ ~ - , , Rte . , , 0 ~ , .
, , : 't j ~ s " { r ,f r * t , R~~ , ~ t. ~ 1 ' f».. ~ ~ , ~ ° Y 04
,y ~a~ 1 i t . ~ ` ~e l , s 1 r r i r i " a ~ ~ ~ ~ ~ , i n, ~ ~ . ` ~ ,
< r, ' r i ~'e r ~ ~ ~ , F , rt ~ ~ e ~ ~ ,l ~ ,
i r~ f r .v.. t 1 - ~ ~ . ~ 1 t /a r v 7 et f 1 , , , ~ , ~ 'i j F"" F""" O (n UZ U
! ~ n f f l f ~ . , , ~ , ` ~ , - ` w w N CL Q w cL. CL N L1
r f ~ ~ yy ,~w~_ t ~ ~ ~ P i ~ t ~ ~~t' r ~ lW i i ~ ~ ~ + .a 's ~~a ~ R z
1 ~ f~ ~ ' ~z' v,.. ~ a~ a . s ' 1 t , r 0 ~
t } ~ `V ~ i ~ , i ~ t , , ^w=; Z 0 w z m w
v'.. . ~ i , ~ , r., > ~ © co V) U w
1 k ~ ' t a f i i ~ i ( t r p S ? ~++h~1 ~ r , ~ i / _"""--.`.^..-may , , ` EXC ~ , . , i ' ~ ~ ~hSl R MATTI~N ; ~ - , ,
} ~ r s r` j J ` F f :4 a j t ~ 1 t ~ ` ~ ~ ~ ~ ~ ~ , , i 1 to O O <E w UJ C~ tL LL d U ~
. ~ - ! ! r` , s 1 ~ i ~ ~ r...~,,.,~n ~ ! . ~ 4 ~ r ~ ~ ~ ~ n 1 ~ ~ . i ~ , v ~ ~ F ~ . a . n , ~ 1 ~ ,
i r / r ~ ` r r ~ t ~ r r ~ ~ s ~ 4 , gyy~~~~, i - " , , ~ ~ ~ k, ~ i , i z ~ . ~ { , i 1 ' ~ ~
f i f ' ~ f ~ 1 f i ~ + t ~ ~ , 1 7~ i a ~ I ~ ~ r 2~ - ~ ~ , ~ R P ti ~ ~ , ~ " w~„ 4
' ~ ~ f I ~ ~ F ~ ~ r t ~ t J _ ~ 4 i i ~ I t ~ . 1 I ' os c , - , w ~ - ~ ~ ~ a. P
. t ; ' s } ~ t } r ; r , ~ ; ? k E ~ ~ , Y , d } - ~ : ~ . S . r ! - , ` 4 , Wit.
s ~ ~ ~ ~ ~ i z ~ ~ ~ ~ ~ t ._.._w , ~ t ~ ....LL arm i
t i { 1 ~ i f . ~ 1 1 ~ ~ ~ t i t ~ ~ ; j i ~ a> 1 1'". ; ,
r a rd ~ 1 g - ~ ~ t . ~ ' < < < t j { , 9 ~ ~ r r a { K g ~ ..t . ~ a / ~ . l 'y i
. , . _ ~I 1 r ' ~ ~ ~ f . , i ~ . ~ f ~ r. 't 3~ , v - , ~
{ ~ 1 r ,,,1 ~ i , 1 ~ ~ "t 1
s § ~ i~ ~ 7 p , i i r . r . ~ f. _ t J l l ~ ~5 l t ~ F f ~ ! 1 # . , x 4 ~ r i ~ 5 . r ,
1 \ E { i ~ ~ ~ ~ i ~ x ` ~ s - . , i, i ~ , 3 , '
t ` ~ S 1 -/may 1 r~ v6 g ~ . ~ . - ~ ,
` S t ~ E ~ 4 ~ ~ ~ ~ , . ~ ~ i ~ ~ v ~ r° t t '
Y t k ; ~ ~ ` Y i 1 l 1 ~ i , ,
~ ~ i J 9 r r ' .
. n . ~ , . `\1 s ~ t 7
~M a ° 4 ~ ~'1 ~`r ~ ~ F ~ ~ t` i w ~ Q' ~ ~ ~ .r Z
rTJj r ~~l t,~ ~ . S ] ` 1 t tt ~ s S i
1 i _ ~ ~ ; E ! 1 ~ ~ 1~ i 1 ~ t 't 1 ` ~ r t ~ ~ , Jf ~ Y 1 ` 1 1 ~ t ~ f , ~ ~ ~r r t ~ ~ ~ , ~ ~
n~.. - ? ~ t ' f ~ ? ~ ~ ~ ~ ~ + ~ .r 1 S 73~. 4
f ~ l ~ ~ , } j ~ } i r - , I. . , ( , ` ~ , ~ I ~
o i F ' i f~ ~ s r ~ ~ ~ i t " , U
i' / ~ ~ ~ ~ E~CCELSIQR MATTI~kG ' i 1 ~ Y { ,s , u. ~ , r ~ ~ ~ ' ~ - ! t1 ~ s
RIP RAP' FLUE t ~ ~ . ~ ~ . r r~"~ 73 ~ ~ ~ ..a. ~~-~-:5,.,, I
~ SEE DETAIL. ~ f ~ } ~ ~ ~ ~ °t~ ~ } `t ~ s. ,t ' ~ j' ~ f ~ ~ ` ~ t , i ~ i ~w,~ r t~
~ ~ ,r, ~ ~ ' f' '1 1 ' ~ tt ~ ~~t r ; r i` R urw
x i ~ ~ ~ ~ ~ . a ~ ~
i ~ ~ r , ' ~ / r - .,.,,,,,;i„ ~ ~ r X
r~ r` ~ t ~ ' z t, .r ~ } s ~ 1 ~ ~ ~ ' ~ 3 ~ ~ E j ~ 1 r 'y t , 73 ~w y~ ` ~ l ~ t ' ' Y 1 1 ~y Uj
r ~ . 1 . ~~:i ( _ 1, ~ ' < i i t i i D 'k 1
f ~ "fir { ~\N J P 1 Cf)
t t e ~ ~ ~ ~ , 3 t . ~ ~ ~ f ! ~ , 'x ~ ~
t f l 4 9 ` `y ~ E t ~ . ~ h~~, ~ ~ ~ { 1 r { ~ 1 ~ ~ i r - r ` '
~ r ,n~.. ~n/ ~ , v ~ ~ v,J' 1 ,r y `
. ~ i i E. f ~ ~ t F ~ ! ~ ~ 7 ~ ~ ~
~ . . ~ t ~ ~l ~ f , f ~ , ~ t, t I t ~ ~ ~ ~ ~ ,
{ F i ~ ~ i I ~ 1 ~t ~ 't a / j` ~ r ~ ~ 1, E 38 ~ , ~ ~ ~ ~ .r_ ~ ,
i` f F° ~ ~ 1. t ` 'r . ~ ~ r ~
' ~ .S f ~ fi ~ i 1 f ~ ~ ~ ~ , t i ~ j~ f; ~ ~ '
f F ~ ~ ~ ~ ~ r ~ i ~ ~ a j ~ t ~ i r y ~ : 39 r
' J i r ' i ~ ~ i ' i ~ e l ` ! ~ r` ti r
f 000.0,110 ~ IA ~ f f ~ 1 E , `t
T' t 1 ` , Y. Lo
9 J F f;' i .,r • 1 i5 i ~ t
i , , i y t
j t ~ f f t l W r z
:
\ i
, w ,r UJ 90
r ~ Cl w
f ) ~ t r { - y
,
1 ' ~ , f t i , f 9 Z LLJ
fig%
25*0 Lid
z d t } Ys r, ~ r r - - h } J i F-
1 , Cs* co
J+ f t i + - 1 BA EL"INM r e -SEE "HE -140 'T 3 AT(.%v H, L I N 0
Now
r i W
27 Z
DRAINAGE W J_
37 38 48 48 a®~evwu~M~e?it®,tt i! t t r, ti.
A R T) Tf--NT
47 148 so 32 3a 34 36 JjW JaO 152 155 a s, Q pe° 50 25 0 50 100 150 > ° p . F 4'11*, 4 O' UGHT
58 167 158 159 ° - •a SEAL r-.
• = - ENGINEEMG & PLANNING GONSMTAI+ ° 1 13 = to • d 28421 RSMTA?M S HT. 29
7025 SCALE IN FEET r 4944 PARKWAY PLAZA BOU1"A= SUM 35( 3, S=350
_..,..3 g Ile der MDR Engineering Inc. ~i . d o, NNORTH CAROLINA 28217 fA 28217
Ie q E of the Carolinas . PH D G ONE. 7t34~42!`~6g70 FAXe ?04~4215~6080 e A, e0i fC e1 d? a t E• e t A ~ t4/B+IIININ4+~ ~I 'f1t1t1111!!~ 42b-6484
e~ t www.talbertandbright.cnm 128 S Tryon Street, Suite 1400 ( Charlotte, NC 28202 Z OF 140
n, k
-

T`-
;y _ ~ ; r LL H ~ • ; . _ r . , . , ti._ O
w- - ` ~ ~ " t . v t . ..w til. - w. , ~ , . ~ , r. w ~ , : ,r , ~ ~ x . n... , . . _.w...... , y LO
, .r • i _ W . w._._. w Y ~.~..~w . . : O W v.
' a ~ ~ .,n r h 4, . , T _z., ~ _ • , ~.1 ~ ~ r~ Q O
t ...r' . J. ~ ` i . M.+ " r,. r '..i, v .r , , m,.... ..e ' N v.. .w ~o ~.h r...: . . , -...r.-.. . r. y\4 ^ . ' ~ w...~.. n... •
r -~..~.H~~^"""S ~ ti~~-. 1 ~ ~ ~ ~ ,w M , :..zr: M...~ xL.. ~ ".."wy,Nr . ? , /
• Z t ~ 1 v^ , ~ ~ ~ 7 ~ e 4 ~ . f . r m r R . , -y., ~ ~
i ~ . ~ ~ ~ . r ~ , . s ~ a. 0 W . . ~ , ~ . , . ~ r
w. ~ .y, , ~ L V `i ~ ~ ~ r~~ ~ ~R ~ it ~ ~F . r ~ ~ r' ~ 1 r i ~ ~ ~ ~ r r'' 1 s ~ ' .
Jr a" ~ ~ 1 ,.r". ~ ~ 3 ~ is s y 'dll {.r f ~ ~ R 3
~ r' , ; ~'7 i ~ ~ + ~ a ~ : J~ ~ r . ~ ' ~ ~ ~ 4 P ; J ~ 'CJ sir
: : E ..,_._.M ~ r ~ ~ ~ ~ a k. 1 ~ 3
,y, T ~ ~ ' ~ ~ ~ i ~ ~ a. \ ~ ~ RC ~ e 1 t ,4 ~ ~ ~ o O
a. ~ 6 s ~ , ,M ~ ~ ~ s, ~ , L ~ e . } ~ ~ 1 p
X ^~z ~ ` i i ` • f ~ , ~ ~ , i ' ` t r
w x' a a , } ~ t Y ~ ~ .r t r i - ~ ~ ! l Z ~ ~ ~ ~ H
re 1 ; ~ 1 , a1 f i a, i r S • v L , ~ < 4 • a ? ~ j s i F ~ , r Z". i : ) ~ ~ 1 ` \ } ~ I ~ ,t e i \ ~ ~Y r ~ r
j ~ • t;~) t v`` ~ ~ "'"M""""fr S ~ . CL'
~ } ~ " ~ y j ~ t. w I ,,t ~ ~ r . ~ , ~ ~ 't ~V a ~ , ~ , ~ ~ u,~ r,^ , ; ` a ~ ~ ~ ~ LL.
~ t ' 4 w ~ ~ \ ~ , " ~ ~ 4 . ~ a• ~ , ; , ~ i ~`ti ~ l' ti -..1. ~
"i, ~ j ~ " u " s M , a ~ * " ~ z s t , . ,.~..y~ t ! LLI t
~ ~ ) , \ S Lij
f 3 r \ ~ a~ ~ ~ a ! ~ 4 k 1 } ..Ljj......
,y 'ti ~ , • ~ S 4 i
M ~ i ~ M ca~s~~u~~~oN u ~ ~ a ~ . , f d T , , t .,t. " ~ t i r , i ti ~ { ~ ~,..r~+~~~'~ ti ~ ~ A, ' s t
~ ; p , ~ a i ` ` .w~'"" .y
~ Y , f 4 ~ : t~ t t , 1 r r' 'y~~rrr 4 • i ~ ~ ~ ^ i a • 4 f ~
1. t k i ^ a d 1 ~ l ~--~-I , ~ .a : ~ i ~ ~ r ~ ' ~ .v........ J r f , . r o ~ ` ~ N tU
n r r' ~ c ~ - .r g { ~ f d r.. i z i ~ ~ r ~ ~ ~i 1 ~ - 1 ~ .~J A~~ J ~ 1 . _ ~ ~ i s p i LO O
.w..w.. t ~ r' ,i ~ • i j t ~ ! a r, a . 1 4, r ~ + \ . M. F~ f ' v ,.r ~
r i : . S 4 f 1 k ~ # ~ . ,w { ~ 1 .w • f Mtn-IAN ~ ~ ~ ~ ~ t r ~ ~ s F- F--- O m cn U
r/^ i ~ $ 1 X r/ r ~ ~ r / a ~ . - ~ w. • i W W N n. ¢ W 04
~ 1 t~ ! k f ! ) 1 9 4 ~ ( E ~ / r ra i s F ~ ~ ~ ~ . ~ro y ~ < ~ r' r i F v , d
J~ \ ~ ! I ~ J - w 4 P ~M r t " t ~ o „w_..,m f 4 ~ ~ rv ~ ~ + F k} _ , 0. +
~ 3 f ~ ~ r E ~ i ( , ~ ~ . ,1 E J6,, k 0 W z Ln
t~ ~ E i a ~h~M uy ~ ,r" / Y ; , n ~ ff ~ q t ,r' W v ~ LLJ U)
4 i j f ~ I, ' j x 1 E ~ ~ z ~ ~ ~ ' ~ ~ ~ s ~ , • ~ ~ ,ti / ~ j.. „ r r r .
t ~~4 t ~ l ~~i 1 ~ ' r ~ ~ E r E i w 1 ~ ~ ~ ~ , ;a~~ ~ ro ...vi n ..,r" } ...x i ~ i. ~ r . n t ~ ..,.......,.nn .r-r.: J .....-..-..~.n .......r..-. .-.rte..,. t ~ '.r _ J 1 ~ ~ i f . i n , ] e \ ..,....,t.,. .r ~ ~ i U7 O O d w tW-
~ ~ ~ ~ h .w ? . ~ ~ { .._.m f,,,s^ . f x
~ t w~ ~ k ~ ~ $ a A TTT r X _ 3 1 X ~ ' . t y ~ r ' r ..a_.„_ J i I r ~ (,.1 ~ r f ~ i ~ y' . w~"1 , f
• tF ~ r~ f r s ~t } ~Jy ~4 ~ 4 t i 3 ~t ) I y r~ ~ ~ ~ ~ ~'~PROPOS~D ~ ~NATt~G~AL GAS TRANSMISSION LINE
` f i 3 ~~r ~ . ~ , RELOCATION-~ Y OTHERS.....- CONTRACT ~ A r . , "
~,d ~ ~ ~ ~ i i J` ~e ~ C fi ~ ! 00 ~ ` ~ ~ ~ BE S NS FO RDINATING WITH OWNER ` E , , r~ t ,t t~ f w.,+~ ! M.
ti, ~ B t f,r ~ ~ 0 ~ r ~ t n. ~ . ~ T S STO DRAINAGE AND EA W i j
. F, s 1N' THI AREA RELATIVE TO TH r >f . URA - i 4 o 10
I ~ ~ t , 4 ~ t~ X , ~ - , ~ t INE E OCATION S ~ L `RL o DENOTE x, 24 ON S~IE~T...26 ~ . ~ ~ t / ~r ,...w: 1 ~ ~ ~ ;OF X40 FOR -DETAILED INSTRUC-TION~.
i f ~M1 ~ ~ ' ~ ~ ` ~ ` a \ ~ w ~ t ~ •A . 1 " j ( ~ ~ A ~ ~~~0 I'M LIMITS r'" ~ t ~ ~ , t
` 1 a ' ~ t r ~ ~ f ~ ~ ~ , 1 `.rT""^*~4 ~~.f • , ~ ~ ~ ~ { f~.. _ , ..a~r~rirrir ~ C~ 1 ~ ~ ~ ~ ~ , v" oc Ll~ Ask
t ' ~ i { 'r t ' i ~ 5{ / rrw 1 . \ 1 ....r , ~ A t A t , ~ t ~ ~ ~ ~ 5 ~ ~ ~ ~ ~ ~ d C o
Y. ~ ~ , 1 ` ~ ~0 L~ f \ " _ F a a ~ ~ / 4 ~ - ~ i ~ , ~ -~~'i ~ ` ( ~kn ~ y J
r ~ , r ' r ~ • ' r rl - . ~ . , ~ ~ t , , : - 3v~
: a t ~ t y.. , ~ , M _ i t r If. ~ ~ 15 ~ a r r , i r ~!e i a t i~' t r„;r ~ . ~ i i a
e r y y 4 a t V I i ~ i i d i. F ~ ~ s ~ Y, 1 t ~~t J
t~ i t ' I t ,ty 7 • YI j y E ' , Il .`n. l x, t ~ _ ` r _ - ,i ; i w*~ ~(J' i - c 'i~~i N,~ „ ~ ~ 'tip w uoj
• r ~ ~ ~..aa.. ~ ~ r a ~ ~ ~ ~ XISTING NATURAL. -.GAS ,b
TRANMISSION tNE i ~ ~ yr ~ ~i~ ` , F m,. I W j 1C z Apok vi
1 t 7 'ti i \ ~ i n''. r ~ r ~ ~ t i ~ ~
~ ~ ~ ~ ~ F ~ , ~ ~ ~ 1 ,t r
t ~ , ~ ~ ~ r - ~ +rw.i..~ t i
, • ti ~ r ~ R ~ ~ ~ , , ~ + v , . ` ` a 1 ~ ~
` ~ , i , • 'i . . n~ 1 i f ONE=
~ 1 ~ ~ ~ t ~ ~ K z . y ~ S ~ ` ~ 4 ;M~ t ~ 4 _ li "EXCEL IOR MATTING . ,
r.~~,.. ~ ~ :M.~ ~a ~ - i,, , f ~ F 1 ' ~ ~ r i, j ~ \
• t b : ~ . ~ ~ ` 1 ~ ti i f'. l • ~ r' a A. . i j F
' ~ ~ t 4 : ~ ~ 1' t ~ ~ 1 i
It i 1 f V.. 4 ~r
~ l Y ~ \i i ` ` (t r, r 1
.~i ~ y s t 1 a 1 s f I ti S 1 t j ~ i y't S i t { j ~ ~ t t ~ I 1 l ~ ~ i ~ ~ ~f F r+ ! ~ ~ s r ° t ~ ,
f % ` r I j
" ~ ~ ~ ~ ~ R s ~ 4 t ~ l t' ~ ~ r 1 ~ ~ 11 3 y a E r ~ J` r ~
Y t~ f+` / 1
~ ~ ~ . ~'F t, ~ 4 ~ E ~ ~ ~ ~ ,1 ~ ~ , I r~ •~reMSIM /
1 l ~ ~ ~ i / ~ ~ v,. ~ . ~ J
C ~ ~ ~ ~ l , i ~ ~ ~ ~ ~ r r ~ i r ~ ~ - r ` ~ : v' ~ i 1 ' t ~ ~ ~ 'c. `
, a 1 { ~j j 3 t : ~ ~ ~ ~ ` 1 ,J t ' ^y,~F 1 J - Y
~ ~ ~t+~ t ~ it ,a V ~ aft ~ ~ ~ ~ ~ , i r t ( i` P i 'i \ r ~ f t'
t ~ ~ ~ y` , f ~ t t ! i n~ ~ \ t ui
r ~ f r . l r t r ~ ~ ~P 1 F
r` ~ r` y ~ ~ S ` ~ + ~ ~ p` ( j " l~ ~ 4 ~ i : ~ E , f ~ ~ ~ ~a~~. ° ~ : ~ , , ~ ~ ~ ~ i , n ~ / i ~ ~ S ~ M1 ~S t ~ I ~ ~ ~ r , ~ i
u r; a ~ ` 1~ E S : 1 ~ ~ ~ t ~ l'~: ~ : r % 3 . . r i
w. e k . , 1 . L0
r ii
' L i^?~ ,r J"
, t; ,.wt (A^y 4 < LJ
z 7 ~ ~ r , LLM
d ~ S f f Wye' f X12 858.71 73 l J 90
p , r, r' yp\ 1 r i` , , \ a1
: ~ J :A..w••."` rJ .~f / i tj„ r t I S ! V r i~ © ® cm
n i S , f y ^ -736
~ D g1 S ti ? r ~ , OP7 _ v ` ui
ffln fy h. 9 XlSTfNG--WATURA . A u _ 533 0 60 'Q p ,TRANMISSION,,-LINE: ` Z UJ
N 5 E .56 -1,41 -15" 8;1 '7 2 a
F T' Et `fit i £ 1 , } 1` ~°a r r F e ~ A 1 Oil E1 , , 412,86 -735
nN~~? i "I / }y J I ,r cc
r .
15+00 10+00 : I 17 > r LLJ
!t h~ ~ 4 ~f I~t 1 t r°~ d lJ? ~4+4~ r i ~ ~ } i 113. ~ ~
Musk - 1 M. , i C
K, L AT INE HE r ! v r., , F -fit \F ~t' ~ 1' 2 J r ! ~ f t 11 i F'i y w a
t: r , L 0 f
r W
,
29 so 31 32 as 34 37 T30 \i0 35 38 38
DRAINAGE LL J J
48 ,fig s®,rrorrrrrnot++++ ~ \0111 ~ 11/1,
fim R T) TGJ
4 ~y 66 / R~ &B-Lu
58 BY 66 50 25 0 0 100 150 0 2. Z rQ 4 L _ •a SEAL. ~ .
$~ju - - ENGINEERING PLANNING CONSULTAIS 4613 - 2642 - , NSULT i i V SHT. 28
yt l' y 1f,, q° : -o 4944 PARKWAY PLAZABOULEVARD SUITE 35( SCALE IN FEET SUM 350
k 014 4V . NDR Engineering, Inc. 0 t"*ivm A 28217
1 =50' CHARLOTTEt NORTH CAROLrNA 28217 of the Carolinas • • • G C PHONE. . [phone] PAX. ?0442b•6080 D , A vo k E. 426-bM OF 140
s l d~
128 S Tryon Street, Sate 1400 ~ Charlotte, NC 28202 www.tolbertandbright.com

~ w,
r t ~ ~ ~ i + i f`~ r J~ "L~J I/ .f >J,!! ..?c,~" ,,,r,,,..aM,., ~,:~~~;,,,._~'...L,., ` r ! i , ,.J`/ r ,s/ 1 . .,rte t, ~ l . ~ j ~ 1 f (i S ~ r tr f' . f'g /.g f/ r g r,J /'r i / r , ~,r' .:,mar,,, f" r ` r «,...;;:.~r n L,,.---" r,..«-^' ,r" r' .r^1,,, y ,,.M' .rte,,... ...-..r~~,..~„"',. ~ N ,
.r•`~ . F j ; I ~ 3 I 1 ~ 1 ~t ~ f ~ ~ .r f' / r/' ~ /C / % ~Jr ,r/ •r' ~ r " r z' oqi ~ ~ 1 ! t ~ ~ ) j 1 J ! rr g .i.'•-r .,~"r.......,_,. Y w..,... _ ..w,,..".., j~~ e ~ _ _ rd f / „ W r,~ .~'""y ~ ^ , ^;;,.r, Jf,„.., ..FX,.,s .r~^'...r^'"....w' Lij F- r'7
y ~ . , _ ~ ---r . r w ~ ,,,,.~".~-~...M• mss-"
O 0
r ~ F jx ~ } lit gr' ' ~ ~e'~ ~r j / r S ~ r ~ A Yy rr' i J ~,..,%µ~r ~ ~..,.r^..~,-«-°' .~;,,wr"'Y..,~" ..,...~`rr"',,.., N';...-w,,,,-"Y .-r ~......-^..-.,•-'r„.-'- . " w^'''". "N J"~ ~ J^'"..r•,'""~ ^ ..w" °..T""'~„
mow" f" ~ M"' ~,,."w.-.^.'';r'^_, r " - w,.» • ^'`,,,...T^'" ' r^^'' .s ,r ~.r „ram;,,,.--",,,. " r^"`" ~ rte,:: w r, y _ w , ~ a r~'....~ v .,rw •r Y w r.,~r•. ~ w.' r"'_ M.?"" Y',~.~. w,r,.µ A,,. w.' . " !w i _ Y,,,,..»`^ w..„...-..N _ .r°`.,. r.~"-• ~~.r'~r^ x ~ ..r.-..";;.,.r^'"„.~'' Jar
r l _ i
. ~;,.w V ^`,,....w ,,,...w ~;".,,~-"`,„..,,,,,,mow',..."-~.. ?:w°""„^^' r....- M-" e' _ _ t , ,...•,.W ,,.......w
r' «..,\...,..i"7,.,""'~; ..i'.,,, N „ ~ ;;,r.^' ,_^''r" ~i^r+.-. r-r'^" tr ~,m.•'-^N.,....w'" "'"..w »,J N
1 1 y~, ~
~bn ;1 1 ` ~ 1 ...".w .°':,r ..""r' w " " ~~r ,,,.r,•' t g 2i...:..... - f+ °x pr f i, ''a.. r-
~ ~,^"°',.,"q~~ ~ t "ate 4'r..; ff I 7~ .r'". ` f„. ! rvW--'^.. "'"r-rr.'I .wrr ~i.+,^~^" \ ~ t d L ty\ 1 5~ ~ ~ 1, j S i ` °'r ~.J.»."-.-M .r-"....W.~-^' ~ emu. r.%` ~"~tl ",r k\ ._k,-p'-` ~ t "'t `i \ \ l
S f ~j ~nfi - , l , „m ,r , t . Fm Q~
~ ~ l ~ 1 { t 4 ~ 1 .."-a""""N~;'+" .?r ' " w."`" ~,.i ~r,t+`f„ f rr a ~-j., ~ ( t` ~ ~ W r.> ,,b 'S 4 i 1 ~ t ~ 'w~ `fi't ~ r.~'` f ! f° 1` r~~`~.,/.""""~~ .rti ~ " ~ y t ° rS 1 ~ v,.r"' f< ' 4 ~ f ~ ~ :A ~r1 a' ,G, .q~. -„~r.~". 5R~ t .wM t q . , a,„. , O C0
rC~ . y j ~ , ~ ~i ~ f f 1 s ,1 E , ~ g f r v~ ~ ~ _ ) v. `yt \ \ t '`vv ~ ' \ `5'' ~ N - 1 .,e p F--
f ~ ~ ~ ~ sue" v~~ , ~ f '1 \ ~ ^ pr r 7 j' ~ ,f " ~ ''S ''t ~ ~ ^t ~ >t k ~ i „r:°. 'n q i
. ,r.,. ~ I ~r i t i r; ;r't~ i i ~ ~ t ~r, 't `t ~t h..;,le~,~`" a '~"'W.~.,~ F IT ~ + ~ ~ t t ~ I j ~ Ji _ ~ r- ' e , 1 ~ ~ lamas. 1 f., ,.N°'„LL......_. _ r Umt' w V) SS
r , ~ .M n,w ~o~",,,w., t i 1 t S .'"Y cr-Y / ,,.iJ >,r.' ~ , \ -...,~y ~~y..t " .,r _w._ r,% roc f , ' ~ r f q,~,,. ! a /r 4 ~ f~ 't 1 F.. ` J i Y f ? > i~ ~ ~ LL~i ` .y` 1\ < .,in"A'~^,+,n,%xa-a,'/~. ~ i ~ / ! ' ! i ~ Z a 1 4 f j = ~ w ..r ...,w 1 1 i 4t n i y, , ,_.,rsrro z~ /1 U- © Z
h.,~ '..,,..,..-w-. ~y ~e, t ~ t ~ ~j`" b"- ,g" ? 4 :?.:a~ t~...,, Z'~`. r f ' ..~r+v.h~rv nrra-"wvw•~:,yti ~~--'Y u ~ ~ P , ""'\I •i ~ ~ 1 ~ 1 1 ' "r r,,t ~..w^ Et E y ywd~`""` , < ,7r,.- ? ~ ' V 1 „ g' 1 , 1 j'~ p rs~ M i / rf ti~4~ t t s ~S~ t %5 ~r J ! 1 i r \v...... S I f r r~..... ! w...,w`~ 1 1 t 1 ~l , ~ ~ . J
~.ti ,..u \ `Z i 11 r -,,,,~s ..r'~,,,, l.' 1 E ~ f' rv" ,"-;r , ~ r y t~, ~ r , , .,a t ~ t } Y .a ~ pI ~,~f~"~a ~y t p 4 ~ f fir` ; r ~ ~ ~ , 4 ~ ~ 1 •k 1 1 ~ j ~ ` r x rr ~ ~ ,iRy{~' t? f' f r j r + r i ~ i 'r. ~ ~ > ` f r ~ i ! ~ '4 ~ it -"'r / j 'w u.~...,.,, 'i L.LJ
r w w
w w
t , ~ ~ 1 ~'"a w ~ j ~ ~ y1 Y ~ A. .,.,i.,, ~ ~ 1~ ~ f {r { ~ f r t ~ ~ J= ~ ' r f ~ r l F ~ 4 `1 ~ r 1 ~ ~ ~ `t 4 ~
` , t t 1 ~ ~ 1 ! t r t ~ 1 f f i ~ ice. w. .f= ,r _ ~ 1 "i~. ~ ~ , r FT ry
1 ~ i ` 4'
E y~ ~ S p j 4 k~,. Ar ~ ( q ~ ! - ~ s° ~ ~ it r ~
R ~ ~ ~ ; . ~ t a 1 ~ ~ ~ t ~ ~r.. ' ~ r ti tL ~ t ` 4 { ~ J 1 ~y, i ~ ~ r ~ ~ , f , { ~ f t 1 ~ ( 1. ` r f ~ ~ t r ~ ~ ~ ~ .M_w. - ~ N CO U O
t t~, ~ .f ~ ~ A t ~ rr ! ~ ..r""~~ ~ i t 4• t ! t 4 ~ C'. } ~ 1 i ~ ~ r ~ ' t, i ~ ~ r ~
W W 0 m to w
e ~ ~ Y it yt ` 1, ~ ~ 1 1 t~ir "^y` lt, , ' 1 t j j ~ ~i t { i 1` 1 ~ " f i ~ 1 'y ~ r ~ f q ~ J f r' ? ' t r 4 0 r' f I i i r{ ~ ~ ~ t f ~ 1 , r % r 'F+ .v.... _ t ' r 1 3 ~ 1
4 < ~ t i ~ ~ l rr ~ ~ ` } f f ~ ii t ~ 1+ ~ r ..,N--,-.~' YN.~-'N° w ,..4,,,,~ J Y ~ ~ j "~y„ ! Ji ,7 o:
' h, e ry ~4 y t ~ k~ y`1 " ~ ~l j n `t r~ , ~ i I q r
\ \ ~t t t i ~ i 4 ~ ~ 1 M1, ~ ~ k Z~ "t" t y av~ yl~p~ 0 , ~ , i ~ 1 ~ ~ , ' 'a ~ i /r it s W Z w LLJ
y ~`\~1 yt S y fit, ~,w {a: J,,
! ~ . ` `ii ' ,.w `..+.ro. w....„„....,. . :~.kvWA% ~F,RJ..a!- 1 { Y U LLJ V) w W~ U W
t ~ ~ ~ ri t w" f 1 'j t 1 E ~ t .....-,..,w. w~," M.,....,--. ~..,K ~ "rt ~ ,i S 1 S.
j A , , y `,i ter' p C CL © U
I t /,rte y f , ~ F ~ ~ J / r
" \y 1 , j . ~ 5 ~f 1 1 i t 4,
~ S g i 1 °h ~ r ti eq~ ` ,4°~ ; ' ~ \ `t~ ~ ~ jk,.< t ff ~E
/ r r ` r i t 4
i it ' " : `w. `i ~ 1, tY ~ 'L i Y i i / s } + S, ~ ~ ~ ~ f
i ! r r ~ F ~ v, i it ' i ~ ~ e ~ i r } ~ ~ rt -LAI
i 7 a l 1 ~ i l 3 j k ~ '4 Y,
~ 'vim,, ,g 'v 4vs ~ I f j 1 i ~ r
ti. `w y ~ y ~ ~ a• i l ~ \ ~St r I \ ~q 1 IL- AWL
I z ~ ~ ~ ~ \i 1 ~ i It 3 # { t r.,, ~ ,,.•'e
~ 1~ tw *va .„......,..r 1\a.`"'• '4 't, ~y`\ •y \ ti' '1 t rjV,tr~~l t 1 'r-...-.... s., ,w.,Yr.:;.. \ +v \i °+.,~`~.~q~ ~4 ~ r J(^'~ qi`..» r 1 't i l i ~ F ,
fP t 1 f ~ / 1 ~ 5 ~ ~ ~ ~ o ~ r 5 1 t
mom yn
\ 1 f f f i .,,.^'w .'ti I r. `4 .,rq..ui.'9 M•~i.~.. .+•^"o.x ~'^'b.~,..~'M~.~1~:'Yvf..^k,.. ` \ "hf /~f 'bh ~d N~ 1 ^ix ~ ..fib, tt ~„w.. 1 t ~1 'n " 1 A ~ ' i j' ? ~ ? i 3 a ° s ~ a. r~
,~w,,,~ •.M,~,»,= ~ ~t'.!..•~.~........,,..,. ~„x,<^ ~"^°`•".,~.r`-,.='a`.'^.,, ~ ~y 1. ~y„h ~y~ S° ~`.,4\ \ 1T.`~"...^...,-,awz~;;~r ~r `t.`.., 1 a •...-mil;;; :.~x...>,w~y,.,..^.,,,,.. '1 ~ ~ '".r ° ? t ~ f ,.1``^~.._ i y E r ~ ( ~ ~ r=~ i ~ 1 i r' 1 4 s ~ ( 1 ~
m ..'`.-r• ...r+' ,,.-,?+r"." /r ~.r. ~ 4 q ~ 1, ~c ~ 1 \ ~ j i ~ } "a i j~ 1 } ~ ( . ~ ~ y i 4 t t
~ \ r f 1 1 2 r
y„""' M~ "r / .f"r ,rr "e.+,,'+, 'Y .Yy ~ k ;ti w ~ N~'`•~,'`,.w • r `ti r ~
f5 a
r /`'r,"'`"r? ,r' /`,"",~„~N f, r r ~ s l ~ i,. t , ,`.`1 ~ 1 ,F?'"~ N'" / r,W' / Y,n~,,,,''~ W sA ~ v~ ti. ~ y+~t ~ f' nJ,.'G t h" j . *t`^ M1,," 1 . i t
,,..r';'4".. ,r Jam,./ r' 6 r ~ r, r r ~ 1 1 4 ! l./ ~ .k h , 1 r./r rr. r,-~.ww..,> ~ ~t4~ i 1~ ..,,,`4 Fr,,~r '.r' ~.-w'F,.? f '''f r . ~r• i r ~ ~~y' 4 ~ ~ } i ~ ^ ~ f 1 ~ ' ~ ~ f ~ '
,,.,,'r . f r.'/ % rW. J/ .-.,v.~' , ~ ~.3~• ~ ~ It.. t 1 ! ~1 4 J a. _..w _^..t.,~., 1 ( ~ , e S L -000000
J ~ , f / f r J/ f \ IL 1, 4 t ~ P q.., 'h -,a_ w.'4 a i ~ ~ t` r ' r i, ...ter s ~ >!f ~ ( ~ d~ LLA
t r' r l" r ~ iM1 t 1 rr 0~ j t ~ 1 ( r d
,d f .1 er _ ~ w~•~ r' ~1. ~t i 1(„~ r ~ ! ~^t ..:.;t.,., y!' ~ f rq~,~~. ,,,w i ^ ~ ~,l•\ i d I~ , t % r i' r l1 } /r r! r ~ l r 5 r y,r^ 3
J` 'r' ~ ,,a'•"' r'' t l ~ ? ' ,°r~°' t t `.y, ti . ' A ~ { / ~ ` ~ r ,/f t~ ,f~ l'°~ e'` l ~ 's ~ x titi \ .1 t ~13} i ~ j t , ~ ``~.,F, "`G. `w.. P f J' t F i~N:r ~ ~ w- a \ 101
.J'r / J'r J .r ,r er ~ "1 ~ '~l ~ t s VJ/~l '``y '1~~`~, r J / m ! / ,r r"' 1 ~q i q ~ 5 { I I h'`w "V `ti^w f fry,. y ? y+'' " y' ~ y ..Y' ~`'ti~ ~ ~ r` F ) i f f ~ q ~ i # ~ ti'."` '~'v4 y .,~„~`t`";,., 1 rr. r t
l' 'g J d ~ .r` ? ~ } / ,r ~ ~ y ' r i f t ~ t J~ " w°,"w" ~~v~ ~ +,,,^h..,, / ,,,./r f/ r ( ~ ~ ~ ' t y t ~ F t "''ice, ti ""'"t~,~:~a . j 4 ~ ~ ~ f ~ ~ ' I t ' , ? i t f rI Y' f t 1 A ~i
f W'~ ~f ? ^u\ yY 4 b~ t A~ Y S t ? ~ i c,
r .,rr l ! r ~ ,.a` r„.r ..r~,,.^" j ` ~•.,r ,.,m._.,.... ,r ,f rI i r,: G \ 1{ `q 1 14 `l y r t ~ t~ '•y M ,i t f y ~ ! r f. S' i ~ ~,;r~~•.. ~ vii'"`,,... ~ l ~ ~l ~ f .
'J f / r ~ 1 ~ 1 A ~ ~ 1. ~"b~. ~ \ ~ . _ "'-r., ! ~°`,`~y.hn ,_z,..,,` ' /r t r„ J' ham. , t r r y ~ 1 ~ y` 0;~:.a, ~ \ % V/yy` r+.,,~~ . ~ ~ i C~NS;TR4JCT 4N LIMNS ~ ~ , ; ,1 ~ ~ t ~ r. nom, ``^-w. \t Y ~ 1 S y ( ! ~ ~ ~ t ~ I L~eN~,~ ~ a^»..w h, , l ~-4'^•~ j t ~ d p t j i ~ \ 1 ~ j =
J f 4 r
d r mow-". / 1 ~ y ~ T ~ `5, \ ~ I 4 , y 74,/ ,r^""` ~ ' , .rte ~ J ~ ~t A t n ~ + `.f j r ~ ` t w1 `.,~'~t. J ""S%„"~-.,~ ~"'tea ~ t1 F,~ ~ .l : ~ rt ; ( ~ ~ 1 ~ / t ~ `t t M t , t' r
r°"`r rr d"' ,....w^"w`" ~ 9f ~ ' i ~ ~ j~ y 'w ~ F y \ , S t Yl ~Y 'p ^^r i .-r k , _
~ r` t ~ r'".~' f gr~ . ~ ~ \ ~ k ~v. ~ '4 r _.w,_ ~ ~ t I
? ,r 1 rf i ~ G F `ty ` ~ t ~ t v
.r"" ,sue- f' J 1 ° ~ i S rt ~ ~ L t tl \ 1 \ ' ~ ~ 1* ~ ^..,,~t , f t,r i_ ~ ` w ~ tri it i i ~ y ~ y ' t f i I _ ~ a t. ra ~ 4 f E ~ ~ ` ti i t ; 4 1 J J 7. F ~ 1 f`
/~,,1' ,•l'` r^•-.. N~,,.<..- r f° rr .S tt 1 't. 1, ~ S- ` '`n... " Jrr r ~ b r«... O. ~ 4~v f ~ i. k 5 E ~ ~ i S r ~
/ s; , ~...~r n.. Y' r, ^•".^r'~' ~ S '1 1 j i ~t` 1 ~ "'w ~S \ .4y ~ A, F +t, i M , r , m ~ i "t . ^e ..;ti ~ r t 4 err •S 3 v ~ ~ i ° }
r` .r ` r~ i ty l l y '1 s \,S t Y ~ g. Y1, ~ r,,....,-^ ~,r 1 S \ 1_ it ~y , f. ~ ~ ~ , ~ 1 ~ `y fir.- ~ \ 1, ~ r i• ~ `~1 ~ i'"^.. L,_ 'h" /
~ r° NY r.......,, y e~ 1 " ~`@a\ t j i ~~ry/ 1 \ 1 ? r i 1, 1 l tt \ 1- ~ 4''.. t I "S ~ R-~t ` s. n , f yt \ ~ ~ ` i• 1, ~ i t N k^ ~ 5 } 1 k, ~ E... h 'i+.. 4 t"•% l ~ ~ j i 'i \,w;•
, ~ 1 S f XN
t` 1 1 J >t i t „r ~r t Al j { \ A ~,v i IN.
S p tt 1 H1 r NNN. , I \ " ` J, r.~'' ( ~ `}l. loo: 't \ M1, \ J ! . ' i ~ ~ 1. ~ 1.,.. ' ' t( 1 R. ~ . F f
~ / ti.. f ''e. 'Y, Y~~ ~ J ~ya w'wr.wr ..,,.ra"~ t S ~ i ~ •S R r,` l ~ M......,. rr r
„-t',-r^rw,.,+.r.~m~,v,,.,,,, "`^'w....~„,, \ \ ~'4 ;tom ` I ,S r ~ A`a~ ~,ayvvs^~'+' aa„rw„ ^'"nnl.;,•,a,n ~ ^ \ t i E 7 ";y,.,`po~ ..mow -`.;m,`-~4 ~ ~`O'-M,. A " ~ ~ ~ t \ ~ { t } CC Z
www"~- "tx,. •^-,..,..,ti T. by ti. ""`'w.'~'y '"~Vi ,t'o i ~ ` ? f.' ,.~a::, r s . h Y ° I ~ w~t., t,` ~ ` y 1 } • Y .,l '1
y.K,.o,~'„~ ..rv`„~ .g'^~• ,,.wT'..,w ^ ~`w„ -w-.......• "t.~""+q, '~"5, ° ~ ~ ~ ~v ''r ~ ~ ~ t'*y ~ ~ i t N. A ~u go
. fir„ "^w• >«u _ ~ w~"~; "°u;~~ `~b " ~ 's t 1 ; + ` r ti ba qb St w,ry., ' o. ~ y i, ~ r ~ ~"4` ~b '".w, „1 \ ' ,q ' 'may 1 t ~ 1\ fit { j
le,
{ l i b y X
„r f' '.'v, \ '*,qw v t + i`t ;hM 'Y e S,, yh tt l E 4 m i, M \ \ ,..,,.r.-,« ~,f 1 'w.,,,y. ~"`1 i ``t ~ 'q e ~i ~o,. 4 ~ j '0 •t a'~ ~ l F 1 .~3•' f I ! t,4 f`5ty`.• t t j I t \ x t t, V^' 7 { S ~ ~ / r~vn ry 3 ? 1 i ) i t 4" r } t,i ~ ` ,..;sv,,,,~ ~ „ ~ 1 "~,y ^"",e~ . • S, ~p,~^;y, o 1 a `y
~rv~f ._v, ..,a..~ .,,,~,...+^,"~+~J {jy.~ .a i w ~^r. 4. \ ~ ~ ~ 'l ~ 1 t \ ~ 14 7 '•5 'i ~ 4
" ~.,«^,.r+,., a....~°~`~ „ ,w~"`L\ "'y,., 1I ~ ~ \ b,w .SJ `q 'L ~ y \ \ ~ ,q ~ i~ t it\ lv. ~ ~ Ff } S t t °f,.g`'{ ~y ••144 ~ 4, + ~ ' w\•\ , ~y ,t
,N.~.-" f,~„ ,,n•"'~•- -w«....~. ,,.w^"`~ .J 4 l~_~ ~ `y 5 s, '``y~ ,~',,,F `fa l ~ 4 w •s ~ ,f ,r„~ w`"~..,.,r, }f ; y e t ~ * } + ~ `l ~t '4~ry~y'~{ ~ ~ ` \ t ~ v\^r ` ~'w a w
.>,.r"'" Y p'' ~`r. ,..-+q t 4 ' \ 1 ~ , ~ 'Y~. ° by •'t\ , ...,,yy^ t, v O*W 5+0vil . ~y \ 1 9
~ ? „_m,,,,.. It I $ ' \ 1i ~ ` ` ~ 1 ~ ' ``o, t ' " y{ 1 VA x b .h Y t h
Y~,..e'•.. ~ ?'°'r~ „ r.r'~\\'*'q \1 \ 4 ~F i .5 4 {4 '`',t YC+~ i t~ i. • ~ t `4 \ ~q (^t ,f ~ 1 ~7 /~i 3 r I '•~,4 6 j ' +,i r. t i • M
\V 'a i 1,1 7 S
13AS kw _ ' ' 1 \ _ e Nt \ t \ 0 ATCH>~ EET - - - - t ....T •w. ,
ti IL L0 t Ar
, ...rte.,, ` ~ } 1 7 i W f
...,~.w-,.. ~ '"4b v. t,~ ~ vv'~ ~ ~ s ' ~ ~'t l ~ f ~ i i i ~ ~ ~ \ ~ o,v ~ , ti. A
30 31 32 W 34 -36 as 211
DRAINAGE 1 J . Li..
97 as 46 e~ld1ue1111,I~ I l l 11 fit, A i~
47 48 152 153 155 (zj i~ A • Al S* TALBERT H--T-
t • pj ` Q !41 50 25 0 50 100 150
66 • _ : q SEAL, t' M ENGIN~G PLANNING C ONSULTAI )NSULTANIS S HT.
110 13 26421 • • : • 4944 PARKWAY PLAZA BOULEVARD, SUM 35 27 ,D, S= 350
SCALE IN FEET ••F Q04 -.1 - c Ha y fi °•.V •.Ncl E~•• REngineering, Inc. •4 N NORTHCARtJLINA 28217 I~ 00•++ i y JA 28217
it ~ ® i y 1 _ 50! °4 D Al. of the Carolinas . o L . , C ~ PHONE. 704.42b-6Q"!0 FAX 704-476•6Q$p ,-426-6080
° rl~®1 N1111111` { 1,111tl lilw OF 140
t www.talbertandbr~ght.com 128 S Tryon Street, Suite 1400 Charlotte, NC 28202
- -

W
CJ d
^~~"`------.__-_NTERSTATE 4g5
ii
Q 0
2 28 2 _ - w
t!) Z
c Z Q O X
~f V) O tr
~POSED O,y~ ~ o° )SED W LACE NEEL ROAD C) o ~ d
a/
-6+00 Ot00 10+00 18+00 20*00 30«00 36*00 ~ 46+00 50+00 66+00 80100 86100 6e.oo ~s.ao ~o~m so.~o se.oo ,O5+u~ „o.oo ,20.00 ~ ,4otoo o
o
cr °
42 43 44 4 46 o
~ ~~i~~, dw ~
~ _ PROP ii ; (0 LJJ
w w
~9 ~ d
47 48 49 1 52 53 s~F,~,~~ 5
N ~ C7 C7
w P~~ GE \ f I i ~'oqo V) Lo
P N~~~ RoPO O/~ .Q~ N
N ~ 160) 90 1 W W ~N m ~ W
K ROAD--~ / ~~`~1 , T CL CL N ~ "Q7 d
STEELE CR
0 , ~ RA ~.Q m z ca m Wd
56 ~ 57 58 5 ~~q~° 0 W Z
nW ~ m d V Z C) Ld V)
1____-___--- ` wA~L CE NEEI- W
~ j 't U) w w ~ s d
d CL o_ d c.> d

~N~E P
? 62 62 ~ o P 63
O
OG

0 Q
~ J
R EXISTING RUR'1NAY 36L-18R _ i • Q
L ~ ~ J _ J' ~ T' H
Q
GRADING AND DRAINAGE NOTES: ~ ~ z
1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL OVERHEAD AND 13. THE FINE GRAINED SOILS ON THE PROJECT SITE ARE SUSCEPTIBLE TO PUM UNDERGROUND UTILITIES, WHETHER PUBLIC OR PRIVATE PRIOR TO COMMENCING EXCAVATION DETERIORATION UNDER THE COMBINATION OF HEAVY CONSTRUCTION TRAFFIC TO PUMPING AND BORROW AREA NpTES:
J TRAFFIC (ESPECIALLY TALL BE THE CONTRACTOR'S 1. THE CONTRACTOR SHALL COMPLETE ALL PROJECT EXCAVATIONS (CUT AREAS) WITHIN W
WORK. ANY DAMAGE TO EXISTING CABLES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR RUBBER TIRED VEHICLES) AND EXCESS SURFACE MOISTURE. IT SHALL BE TO REPAIR TO THE SATISFACTION OF THE OWNER AND AT NO COST TO THE OWNER. RESPONSIBILITY TO PROACTIVELY CONTROL SURFACE RUNOFF AND GROUND DISCRETION IN SELECTING EQUIPMENT TYPES AND SIZES AND TO SEQUENCE GROUNDWATER, TO EXERCISE PHASES "1 A" AND "16". IT IS EXPECTED THAT SUITABLE MATERIALS FROM THESE H
EQUENCE HIS OPERATIONS SO EXCAVATIONS WILL BE INCORPORATED IN THE PROJECT EMBANKMENT, AND THAT TOPSOIL z
2. THE CONTRACTOR SHALL CONTACT THE UTILITY LOCATION COMPANY TO LOCATE CABLES IN THE AS TO MINIMIZE DETERIORATION OF EXPOSED SOILS. IN THE EVENT THAT PROJECT AREAS PRIOR TO ANY CONSTRUCTION BEGINNING. INDICATE PROBABLE RAINFALL, THE CONTRACTOR SHALL ENDEAVOR TO COM MATERIALS SO AS TO SEAL THE AREA TO EXCESSIVE MOISTURE PENETRATI 3. THE CONTRACTOR SHALL MAWTAIN ALL SEDIMENT AND EROSION CONTROL DEVICES THROUGHOUT THE CONTRACTOR'S RESPONSIBILITY TO REMEDY ANY SUBGRADE OR EMBAN THE LIFE OF THE PROJECT, AND PROVIDE PERIODIC CLEANOUT AS NECESSARY. THE DETERIORATION, WHICH MAY RESULT FROM INADEQUATE MOISTURE CONTROL, T THAT WEATHER FORECASTS WILL BE SPREAD BACK OVER COMPETED FILL SLOPE AND EXTENDED RUNWAY SAFETY
t TO COMPACT 100SE SOIL AREAS. ALL COSTS FOR PROJECT EXCAVATIONS (INCLUDING TOPSOIL STRIPPING), SHALL BE
NETRATION. IT SHALL BE INCLUDED IN THE ITEM "EMBANKMENT IN PLACE", AND NO SEPARATE WILL BE MADE FOR LEGEND
~ EMBANKMENT EXCAVATION EXCEPT FOR MATERIALS CLASSIFIED AS UNSUITABLE MATERIAL OR ROCK. -897- EXISTING CONTOUR
CONTROL, TO THE NSATION WILL BE ALLOWED 2, PROJECT EMBANKMENT VOLUMES EXCEED PROJECT EXCAVATION VOLUMES WITHIN PHASES !"697- - ~ CONTOUR BY OTHERS
CONTRACTOR SHALL INSPECT ALL DEVICES EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 SATISFACTION OF THE ENGINEER. NO ADDITIONAL TIME OR COMPENSATION HOURS AFTER ANY STORM EVENT OF GREATER THAN ONE-HALF INCH OF RAIN PER 24 HOUR FOR WET CONDITIONS ARISING DUE TO THE CONTRACTOR'S FAILURE TO PRO PERIOD. DAMAGED OR WEFFEC1lVE DEVICES SHALL BE REPAIRED OR REPLACED, AS CONTROL OF SITE CONDITIONS. TO PROVIDE ADEQUATE "1 A" AND "16". THEREFORE, BORROW AREAS ARE DESIGNATED ON PLAN SHEET 5. THE s-~=~ ExisTiNG STORM oRaiN
NECESSARY WITHIN 24 HOURS AFTER THE INSPECTION. IF REPAIRS ARE NOT MADE WITHIN 24 TOTAL VOLUME OF BORROW MATERIAL IN THOSE AREAS, IF EXCAVATED TO THE FINISHED ~ EXISTING DROP INLET GRADES DEPICTED ON THE PLANS, EXCEEDS THE ANTICIPATED BORROW REQUIREMENTS OF
HOURS THE OWNER WILL HAVE THE WORK PERFORMED BY OTHER FORCES. ANY COSTS 14. THE PROJECT INCLUDES SPREADING 4" OF TOPSOIL (FROM STRIPPING OPER INCURRED BY THE OWNER FOR WORK PERFORMED BY OTHERS WILL BE DEDUCTED FROM MONIES COMPLETED FILL SLOPES AND EXTENDED RUNWAY SAFETY AREAS OF GRADI DUE TO THE CONTRACTOR. SEPARATE PAYMENT WILL BE MADE FOR TOPSOIL SPREADING. CONTRACTOR NG OPERATIONS) ON ALL THE PROJECT. ALL BORROW OPERATIONS, INCLUDING TOPSOIL STRIPPING, EXCAVATING, -ROW- EXISTING RIGHT-OF-WAY LINE
JF GRADING WORK. NO HAULING, ETC., SHALL BE INCLUDED IN THE ITEM "EMBANKMENT IN PLACE'. - OE - APPROXIMATE OVERHEAD ELECTRIC LINE
VTRACTOR SHALL BE GAS- APPROXIMATE UNDERGROUND GAS LWE
4. CONTRACTOR SHALL LIMIT AREAS OF DISTURBANCE AS MUCH AS POSSIBLE DURING THE COURSE REQUIRED TO GRADE ALl PROPOSED CUT SLOPES OUTSIDE OF FUTURE PAV OF THE PROJECT, AND STABILIZE AREAS AS WORK IS COMPLETED. NO SEPARATE TO FINISHED ELEVATIONS SHOWN ON DRAWINGS AND PREPARE THESE ARE MEASUREMENT WILL BE MADE FOR PAYMENT FOR AREAS REQUIRING SEEDING AND MULCHING WITH ITEMS T-901 AND T-908. IF TOPSOIL QUANTITY IS DEPLETED, THE R BE TURFED THAT HAVE NOT BEEN PREPARED USING TOPSOIL WILL BE PREP OUTSIDE OF THE LIMITS OF CONSTRUCTION. ACCORDANCE WITH ITEMS T-901 AND T-908. NO TOPSOIL FROM OFF-AIR 5. ALL AREAS DISTURBED DURING CONSTRUCTION NOT SHOWN TO BE PAVED SHALL BE BE REQUIRED. ~URE PAVEMENT AREA LIMITS 3. THE CONTRACTOR SHALL EXCAVATE BORROW AREAS 2C, 3 AND 4 AS REQUfRED OR AS - SS - APPROXIMATE SANITARY SEWER LINE :SE AREAS IN ACCORDANCE DIRECTED IN SUPPORT OF PROJECT STORM DRAINAGE AND SEDIMENT CONTROL FACILITIES.
.D, THE REMAINING AREAS TO FO APPROXIMATE UNDERGROUND FIBER OPTIC UNE iNE w
BE PREPARED IN 4. THE LARGE BORROW AREA ADJACENT TO THE SOUTH END OF THE PROJECT (COLLECTIVELY - UGT - APPROXIMnTE UNDERGROUND TELEPHONE uNE dE
OFF-AIRPORT SOURCES WILL DESIGNATED AS BORROW AREAS 1, 2A, 26 AND "ALTERNATE BORROW") IS DEPICTED ON THE i--fi9~--' PROPOSED CONTOUR Q
PLANS WITH CONTOURS REPRESENTING THE DEEPEST POTENTIAL BORROW CONTEMPLATED IN ,~~.700--~~ PROPOSED INDEX CONTOUR Z Z
PFRMANFNTI Y SFFnFn ANn MUI CHFn. ~~.r -rn nonr oven nr rur von icnT ~T ~c enimnionTrn TLJAT rur nnn~T ur nnn~~ronrvrno ~~ni ~ THE AREA. ACTUAL FINAL GRADES IN THIS AREA SHALL BE AS MUTUALLY AGREED ;oe
~ " Vv " BETWEEN THE CONTRACTOR, OWNER, AND OWNER'S REPRESENTATIVE AS EARTHWORK ¦ PROPOSED STORM DRAINAGE STRUCTURE W W c0
6. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE PHASE/SEQUENCE HIS OPERATIONS SO AS TO MINIMIZE THE SOIL AREA WHi SITE WHERE CONSTRUCTION ACTIVITIES HAVE HAVE TEMPORARILY OR PERMANENTLY CEASED, EXPOSED BUT NOT YET STABILIZED. AREA WHICH HAS BEEN OPERATIONS NEAR COMPLETION. THE FINAL SURFACE SHALL BE REASONABLY UNIFORM PROPOSED STORM DRAINAGE MANHOLE 0 W wll
AND GRADED AT NO LESS THAN 1% TO DRAIN TO A NETWORK OF STABILIZED CHANNELS Z0 o w
BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION 16. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FC MINIMUM DEPTH AND SPACED NO GREATER THAN 300 FEET). THE BORROW AREAS PROPOSED STORM DRAINAGE PIPE ;OJECT FOR THE DURATION OF C3~
OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT PORTION THE PROJECT. SHALL THEN SEEDED AND MULCHED. PROPOSED FLARED END SECTION WITH OUTLET PROTEC 5. PRIOR TO THE PRECONSTRUCTION MEETING AND UPDATED ON A MONTHLY BASIS, THE ANTICIPATED UNDERCUT LIMITS .ET PROTECTION
OF THE SITE WILL RESUME WITHIN 21 DAYS. J Cl U?
H THE PROJECT GRADING OR
7. CONTRACTOR SHALL BE PROVIDED WITH ELECTRONIC FILES FOR STAKEOUT OF PROPOSED 17. IF BLASTING IS REQUIRED FOR ROCK EXCAVATION ASSOCIATED WITH THE PR GRADING AND RELATED IMPROVEMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DRAINAGE INSTALLATION, A DETAILED BLASTING PLAN SHALL BE SUBMITTED UBMITTED TO THE OWNER OR CONTRACTOR SHALL SUBMIT AN EARTHWORK OPERATIONS PLAN, DEPICTING THE EXCAVATION ANTICIPATED MUCKING LIMITS ..r¦
THAT FIELD STAKEOUT INFORMATION OBTAINED FROM THE PROVIDED ELECTRONIC FILES OWNER'S REPRESENTATIVE FOR APPROVAL AT LEAST THIRTY (30) DAYS PRI CONFORMS TO THE IMPROVEMENTS DEPICTED ON THE RELEASED FOR CONSTRUCTION DAYS PRIOR TO BLASTING. (CUT), BORROW AND EMBANKMENT AREAS ANTICIPATED TO BE WORKED IN THE ENSUING 60 A LOCATION OF SETTLEMENT PLATE AND POINT CALENDAR DAYS. THE PLAN SHALL DEPICT APPROXIMATE OPERATIONAL AREAS, LOCATION OF V18RATING WIRE PRESSURE TRANSDUCER T J
ANSQUCER
DOCUMENTS. 78. WELL POINTING, SUMP PUMPING AND/OR DEWATERING DITCHES REQUIRED F THE WATER TABLE IN BORROW AREAS SHALL BE CONSIDERED INCIDENTAL T( )UIRED FOR THE LOWERING OF CUT/BORROW DEPTHS, EMBANKMENT HEIGHTS, HAUL ROUTES, ETC. THE PLAN SHALL ALSO ~ SETLEMENT CELL
)ENTAL TO THE PROJECT. DEPICT TEMPORARY DIVERSIONS, CHANNELS, DEWATERING FACILITIES, EROSION AND SEDIMENT CONTROL MEASURES, ETC., TO DEMONSTRATE HOW SURFACE WATER AND GROUNDWATER I~I FUTURE PAVEMENT
8. IT IS THE INTENT OF THIS PROJECT THAT EACH LIFT OF EMBANKMENT (AND THE TOP 8" OF 19. ALL REFERENCES TO STATIONS ARE BASED ON THE RUNWAY BASELINE UNLE :LINE UNLESS DIRECTED WILL BE MANAGED. THE FINAL EARTHWORK OPERATIONS PLAN WILL SERVE TO DEPICT FINAL ~ PROPOSED CONSTRUCTION LIMITS col
SUBGRADE SOIL IN CUT AREAS) BE COMPACTED IN ACCORDANCE WITH SPECIFICATION ITEM OTHERWISE. BORROW AREA GRADES, DRAINAGE FEATURES AND RESTORATION. ...z Ca
P-152. THE COMPACTION ZONE CRITERIA DETAIL ON SHEET 10 OF 140 SHALL BE USED TO DETERMINE THE REQUIRED COMPACTION STANDARD FOR THE AREAS OF WORK IN THIS PROJECT. 20. THE CONTRACTOR IS ADVISED THAT SUBSURFACE INVESTIGATIONS INDICATEC PROPOSED EXCELSIOR MATTING
INDICATED WIDE SPREAD SOIL 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE CONDITION OF SOIL ff H ANTICIPATED ROCK EXCAVATION THE PROJECT. MATERIALS FROM THE VARIOUS PROJECT EXCAVATION AND BORROW AREAS IN TERMS OF
9. ALL SUITABLE SOIL EXCAVATED WITHIN THE CUT AREAS OF PHASES "1 R" AND "16" SHALL BE MOISTURE CONDITIONS THROUGHOUT CUT AND BORROW AREAS OF THE PRO USED TO CONSTRUCT THE PROJECT EMBANKMENT. THE CONTRACTOR MAY UTILIZE THE BORROW 21. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MOISTURE CONDITIO SITES SHOWN ON THESE PLANS TO CONSTRUCT THE EMBANKMENT AREAS OR MAY UTILIZE EMBANKMENT MATERIALS, BY WETTING OR DRYING, TO MEET PROJECT SPECI OFFSITE BORROW SOURCES. OFFSITE BORROW SOURCES WILL ONLY BE APPROVED BY THE REQUIREMENTS. DRYING EFFORTS MAY INCLUDE MECHANICAL MANIPULATION MOISTURE CONTENT AND SOIL PROPERTIES IN PLANNING EARTHWORK OPERATIONS. THE Z
CONDITIONING ALL CONTRACTOR MAY EMPLOY SELECTIVE BORROW OPERATIONS AND MAY EXCAVATE, HAUL N
.CT SPECIFICATION AND PLACE LESS DESIRABLE MATERIAL, WHETHER FROM PROJECT EXCAVATIONS OR
OWNER IF SOIL DATA PROVIDED BY THE CONTRACTOR INDICATES SOIL WILL BE SUITABLE FOR DRYING. DRYING ACTIVITIES MAY BE CONDUCTED IN CUT AREAS, BORROW PROJECT EMBANKMENT. AREAS AND/OR PROCESSING AREAS, AS SUITED TO THE CONTRACTOR'S OP[ IPULATION AND CHEMICAL BORROW SITE OVERBURDEN, IN PROJECT WASTE, STOCKPILE OR PREVIOUSLY EXCAVATED 0
30RROW AREAS, EMBANKMENT BORROW AREAS IN ORDER TO UTILIZE MORE DESIRABLE MATERIALS IN THE EMBANKMENT. W
TORS OPERATIONAL PLAN. ALL COSTS ASSOCIATED WITH SUCH EXCAVATION, HAULING, AND PLACING SUCH LESS Q
10. THE PROJECT GRADING AREAS INCLUDE AREAS OF EXISTING PAVEMENT, TURF AND SMALL ALL COSTS FOR MOISTURE CONDITIONING SHALL BE INCLUDED IN THE BID P SHRUBS. EXCEPT AS ALLOWED IN ITEM P-152, ALL EXISTING PAVEMENT, SOD, VEGETATION, EMBANKMENT IN PLACE. 'HE BID PRICE FOR DESIRABLE MATERIAL SHALL BE INCLUDED IN THE BID PRICE FOR "EMBANKMENT IN PLACE" AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. Z
_J
ORGANIC-LADEN SOIL AND TOPSOIL SHALL BE REMOVED FROM AREAS TO BE GRADED. TOPSOIL 22 ALL PROJECT SLOPES 3:1 OR STEEPER SHALL BE DRESSED WITH TOPSOIL, AND ORGANIC-LADEN SOIL SHALL BE STOCKPILED SEPARATELY FROM SUBSOIL MATERIALS FOR MULCHED AS EARLY AS POSSIBLE, IMMEDIATELY FOLLOWING FINAL SHAPING. TOPSOIL, SEEDED AND Li-
LATER RE-USE. TOPSOIL SHALL REMAIN THE PROPERTY OF THE AIRPORT. SHAPING. C 6-,~ TALBERT&BRIG 600' 300' 0 600' 1200' 1800SSip
G_H--
11. EXCAVATED SOIL MATERIALS SHALL GENERALLY BE REUSED OR STOCKPILED ON-SITE IN THE 23. ON PLAN SHEET 28, THE CONTRACTOR SHALL INSTALL 120 L.F. OF PROPOS PROPOSED PIPE AND
AREAS DESIGNATED ON THE PLANS OR AS APPROVED. CONSTRUCT 10 FEET - 12 FEET OF THE TOTAL EMBANKMENT OVER THE TO R THE TOP OF THE PIPE, = Z ~a SEAL ~~~~`1G&P'LANNINGCANSULTA 4944 PARKWAY PLAZA BOULEVARD, SUITE 350 ISULTANTS S HT. 26
THEN TEMPORARILY CEASE WORK IN THIS AREA UNTIL THE RELOCATED NAT( TED NATURAL GAS SCALE IN FEET = 26421 S= 3.0
TRANSMISSION LINES ARE INSTALLED, BACKFILLED AND ACCEPTED BY THE C APPROVAL BY OWNER, CONTRACTOR SHALL RESUME REMAINDER OF STORM BY THE OWNER. UPON 1=600' 'F~ciNEE`~' CxiARiATTE,NORTH CAROLIl~TA 28217 r STORM DRAINAGE AND ~~C{t E . PHONE: 704.426,6070 FAX- 704426-M k 28217
EARTHWORK IN THIS AREA. 26.6080
/1) www.talbertandbright.com OF 140

a
W W W ~ W LO
~ Q Q ~
W Z < pow POINT E~EV = 734.70 ~ v C7
W ~ L©W POINT STA 5+99.7$
< ~ PVi STA = 5+76.65 A
~ W II z w a~ PVI ELEV = 734.61 ut a
~ W ~ o w ~ t= ~ PVI STA = 1+15 ~ A.D. = 0.85 m W ~ ~
Q ~ G1 t~ Z = 740.32 fl K 117.06 ~ C Z
W PVI ELEV W~tu hW~ ~ A.D. = 4.71 100.0 VC to ~ w
~ ~ to _ ~ ~ W N CJ ~
r~ K - 106.36 4 ~w 9 75.o VC W ac ~ ~ Z fl h c~ ~'j ~ V} p
W IL 0 op 1~, _ ~ W ~ 0 N N d' f~ M M W ~
Z to ra .0 Z I°~ + p., ~ ~ LL' C)
~ I~ N ~ ._.M.._ _ .~..w.~r_.....~,,..a..~._ .~..w.._. ~...,.......~....~_..w.~.....__~.......~~~r_.~....~~ ,....,_ww.,~._..~w..._.. , w ~ w 750 74 E ~ 0 750 + ~ ~ ~ FUTURE FINISHED GRADE W M.. ..~....w . , m~ r ~ _ _ , _ s. o ~ ! 1 S V F- fn
0 + r..., ~ W 0
d ~ 1- tri w ~ ' ~ ~ FUTURE; FINIS ED GRADE m - i U
vW ~ ~ _ > Us m } O
+w„ ~ ~ ) W 1,4 w, ~ 3 , LL.
~ ,o fw.._ K, ._.w ~---ry , 0 ~ 740 73 740 ~ r _ _ _ ~ _ _ ~ w _ _ w . r,,.. . , . 30 0

i;~.
a w cz~
N t~ ¢ LO
_ 7 0: _ - ` 730 2 _ . . . .
73a; 3
~t PROPOSED 36 : RCP N ~
.w .T..,_..L~V.~.~.2.~5 _e... . ~ i 0 0
a N
i t r + .,,..,...,~.,y ....,,M,... .~,,.w..,.., 6 , . ~ v, ~ . _ _ , 710 d- F- F- Q to U
' ~ 72a 71 d ~~._.,._~.j~ ~3~,,~ 53-,~ ~'-';Q CS~~ hrsh q,"p...v.. (~'0~" tf~,;C3)"._w~ ,;~',0~.m r--p 00x0 Q'N d-;;tn Ni0 cp;t~ CTiN t~7!00 OO~d~ Wi0 ('~;t~7 tr7N 00;00 ~;th W w N W a Q. , N
tD~ tD~CO •'`00 d'' v~~ Q'tD 001 Q~ d` ~ N)~ 'd',(~ ~Cn ~ i~a W tn3 ~ I ~1•
~3'~t" tal3'd' i~7d' ?''')?M K};~ M,P') MM 'd';I'~7 rtl";M ~M } w-.,..... ~ , . ~ ....,i. . ~ ~ ' ~ i
. 0+00 1+00 200 300 4+00 1 1 i - ~ if m w d z m LLJ D
~~.,....,...~...~..,N._.._,~.~.r......,..,.._. Iw...r . . . , V LIJ U U in p
700; . Y V.` t w-~~""'~ Z uj U)
i i W
_ ~ w W- w m z 0 a CL © v 0
4 t
V M ~i„~...........,~,...,......,~i~...~ i t`
IA
680..._._-.
9 ) ~ , PR,flPQSED . 5. ~5....BOX . ~ 0
INV.= X75.00
.,i.W..~ wu/1~//..., ~~rV.~. ~r~ . . .ter ~ M,fl ~ ; ,h f` ~ i`~ ~ ~ fl d~ ~ N m t~ _ tf`j tI~ N.. W;M ~ . ~ t0,~ ,?f7 "tX~_..t~? {37 ;t(7 fl 0 Q
N OtC? 0 t~U7 tn~N i1)c~ u')itt7 ~'1`M ~7~fl i,f'), I°-d~ rr1;Ca C)'t~} t--f~ t~ Mj(7a d-~N I,.'M N':~t ~C)~ u)itt~ u7~? N~ ~!U cK~~~- f~N d-~"1 Nd~;r~~ t •f „ ~ CDr; St'f~ d'~ d=t~ ei'~ ~t-fct} d'`;~ C)f) t!);tn I`~d' (f?ivt' Md' Chid' fl!~ ©;t~l c-!in Mtn N;~ tLt1,C) ~7M CV's t!; r-4
W 0 Cf7M (S3ff`) ~ Cf7M cn;M (?its t3~;M (~M ~ crl flM fl;M fl;M ©:M ~ CJ) tr3 C~ C3~ ~ CJt~ ©;M OK7 C7M OM ~;M NAM N;t'7 N~ M M MiM M Mj ~t~? ~ _ _...,.....Sf,~~~,._._...t~~'`~....._.iL~~``..._ J~<Ih,..~..~'`,;f`h... ,~...<!'".~~.,._..,SGt.rl:`~.,...~i~....,.w_t0!1'.''.... ..E:>~C~.,. f"~ ~ 1 f~~ f`~' _......sn:~..,._..c~.r.....~cn~...... ~ ...~.r~.._~..Vr~:~....~.~..r~~.._~...~.h r~~_......_n,h._.A.vr:~.~._...r~,...,w~,~w..r~~,r:_r~r. J
W O r ~ ~.~.._Lc~ :sn:~ ~ 000 2+OQ b+QO 7*00 1000 111 120(? 13*00 1400 ~ Q
to W Z
< LOW POINT ELEV - 735.17 AC
LOW P01NT STA = 8+05 C~ _ H
® PVI STA - 7+81.65 W Q
ti uu PVI ELEV = 735.08 ~l _ ~ t~ Z
~ A.Q. = 0.85 0 Z w
~C K - 117.04 p, WSW , W
100.0 VC ...o,_ to ..r..~..._m_,_ ......Y._. ~ . , .v..M... ._.ww....... , . _ . 7502 ..m , ..w.... . . ; _ G1 750 ~ uu ,W
~1 t t j ~ ..1 ~ lf) ` ~j S ~ z
iii i ; ~ ~ 0 N' f t a s a Z; 2
.:i......~..m..,..., . _ v .......r r i z i M; ~ ~ + + ~w
to ~ ~ ~ R~ADE ~ , ~ F~JTURE, FINISHED G Um r ~ ~
i ~ ~ ~ ~ r iMi~M~ 1 d _ ..~u- F 740
740 ~ ~ ~ ~ ~ ~ m w / y
--~...t~1 __w_--__ w x 3~
~Y
~ f ! } ` ! ; ~ ..r.. 7
_.,i . ~ 730; F l i 30
? s E S € i r r , j ~ ~ ~ ~ r
{ ~ i ~ r ? i rt .....n .,...:.,~,...w.....z,...._m.w.U.._.,,...: .z.........,...,.,.,_....,r.,,.,,....,..,.~.,..,,_...,a..,...., .v,,. ~,.....v,.,,.,.M. , , , ~ N. . A..~._ .r . _ . v.
i t ? r
S i ~ s { } v I j f { L t M~ . 720 W W
7 0 ,.....,.w..... v._...T.~ nnw vn..n.......r» n w. ..r _ _ M ..a..,vw ~ ~ w t ~ .,,w,. ~ ~ i i j 1
i i 13 j u z
{ x ' ~ f . . r.:.,. Z 0 0
r f r s. i j law V3
pr V)
F 710 Rio i
, c w
M _ _..M.. w,.. _ . vw , , , , m._..
z
W z
_ goo
i i
µ f k cm cc cm
t 3
690, 690 Tm
f Y ~ y i i
4 i , 1 V)
s k d ~ I 1 } `c z w W
INV.=X687.49 o
t ~ 't . ~r ~n.., y .w.,,w-,..r. any . k iw"' rn oor= c~,zv zai~ ~;~n pro oao ~rsrn ,-0 680
680 . . _ ,j iN r. tV Lo "1 04 ;d- i0o,if? r--'co N 0 It-- O) M o to M m o t~ fi~ tU ~ Lo Fr- Loh Cl d' cD oO N N CJ N 0 t7 00 c0 N~ .-'O) a00 O),- IAN MM Nit MU-i 0 n
i~ ;00 N~ ~'(p $;co r-An r1i r;~ r:,V) l~ In 410 0 Lo N L6 "to Q) ,0) r-iO to oo N). M, N t~ f ~;tD . M N r`)M MM M M MN) M M M M r'7M MM NM r-M OtM cnM OM O?o C3M r-M r" NM MM MM M A tn?t? 008A MAD NKfl LOW (D CO 00 (60 M M~ MM MM d-M d'M to d'M.4-M 0.
-J. ...._r`,...,.._.I~_._ `,sl`~, G.f . . O 'ff r`. r.r.. _ n..,.... 7+00 800 goo 10000 flow flow 12+00 iS+00 14+00
0+00 1+QQ 2+00 3+00 400 ? 6+00 L;j
TAXIWAY PW412' PROFILE Q z
LEGEND w
68 689.0 EXISTING CL SPOT ELEVATION TALBERT&BRIG 689.45 PROPOSED CL SPOT ELEVATION 100 50 0 100 200 300 c~ `~•E' % ~s
68(, :UGHT
Az-
EXISTING GROUND SCALE IN FEET 2gg2~ r ~ ENGIlQEERIIQG6LPLANNINGCONSIJLTA PROPOSED GRADE HORIZ: 1"=100' VERT: 1"=10' 'y`•;F 4944 PARKWAY PI.A7AHOUIEVARD,SU11E3 ' .NCiNEE• QHARI.OTTE,NORTH CAROLINA 28217 WSULTAN T"S S HT.
25 aD, S= 350
4A 28217
C!k 'E PHONE: [phone] FAX: [phone]b-M OF 140
iletv www.talbertandbright.com

O
w LC)
W W W !t W
~ Q Q~
I = 738.45 ~ LOW PO NT ELEV ~ ~ ~U 4 _ ~ W v
LOW POINT STA - 2+78.33 ~ ~ ~ ~ a
PVI STA = 2+78.33 ~ < O L p w U < v = 7 .86 ~ ~0w PoIN~ ~ ~ z
PVI ELEV - 737.32 ~ w....,....,.... , _ 760 76 Lc ~Wti 0 760 ~~n F ~ _ ~ A = +46.9 ti r~ Lf}W POINT ~ST ~ ~ _ ~ 760 O Z
A.D. - x.00 w A 2+50.56 PVi:: ST ~ ti7 O
K - 10D. 0 Z a a q ~ ! E r t t W ~ W PVIc ELEV 73.74 _ ,w m r _ ...w... ~ ~ . f Z
yla ~ W,;; ~ k ~ ; f ~ ~ .Z t ; A. D. 1.00; ~ u~ a t~
r~ K} ~ ' ~ .r. Z r'' r r` ~ / ~ ~ ~ ` ~ K - ;99.64 ~ t
i 3 a ~ ~ f ._.......m _w........._.;.... ._.._...~,._w~ ~ _ ~...M....~_.. ~~.n~ .~~_v, .mM.,. _..._w.; 750 750 750~C ~a ~ ; ~ N ~ a N ~ a ~0 7 50 0.d ~fC ~ ~ ~ ~ co co O U
' ~ W „ ~ h ~
. ~ ~ H ~ ~ ~ ~ tt1 . _ ~ TAE ~F.~~us ~D.-.. ~aE n w_.. ~ a _ ~ ti . ~ w... _ . ~ ..A o . . 0 w
U U; U>z ~ h,, GWl
F m 1~ w . F~~lTIJRE FINISHED GRADE V)
509' < E o , _w,,.. 740s ;_.w. j. _._h.,~.,_,..~__. .w 40 74 U , U U U > ..;--_-.M..---_ 0:~~4% _ . . _ ~ . _ _ _ _ _ ;.740 Q w
i""'"'"--~ .4 m w w w
4 r i i ¢ ; Y i .4 4 CC
3,
~ ' j i i f j
73a 30. _ . _ ~ _ ~ . _ ~ 730
PROPOSED 30 RCP t N ~ © O
II~V.=723.98 L O 0 N
. ,r r _ .w w .
I- F-- O ~ V3 CJ w w N ~ w
_ ,_...U....~ ~ . . . ~ . ~ ~ . 72 ~ 0
~~n... ~ ~ c~v rnu~s.. c~ 720 720 00 ~ u7 ~ tq d;N r+') fi Nd• ~-d- fir'; N te-- d• ~Ji tt ttJ d" ~d- '~;r-;
~r ~ h` ~ ~~f1fJ tU04 00'~ t?~xCJi 004 hj~-= tn?,N ~''d' d't~ tt7<~ u7~'i ?niM ~M u7d' c(}d" ~C7d' ~ ~ ~ m z
. I~xf`~..~w....1'~.J'`~,w, . (~~[.~~_~.r...(`~;~.....~~.C:'~.~`~...~....~'~~ h'~ h~`r`.._....t~~_......r.(`~~~I`M~...r..~~.~....,.~:~"`....a C'~?~ _a..... . . _ . .M..,. w
0+~ 1~+Q0 2f00 3f00 4~a00 r ui ~ m o
.,w.. t._ ............._ury ~ ~ , ~ _ LL... ~ . ~ 7
cn o o d w w ray c~ tr z
a a.. a. a U a
700 u. . E ~ ~ 700
.....,....a..._._., . r""'iH.P W V"'Y/ 4Ji{~ 4J4R ~ Mi~' ~'`~'Qp 4J<µJ ~.l~jN.., ~{';r~_.. N..r~.~. ...„~,i~.. ,,,,+.l., V~,,.,..._~.~.. ...rw,O. w~.y r~...... .yr e~' `,':(^e-. IA
cr~o0 r~icp cpt M;,d.. CT1 D0 ID 07'N d'ln ~~00 ''""M (l0'tU fir tt7`°~" 'd"f•,- C)CJ ~ (jJ N' ~,,,1 ~?J (3'f; SJ~ ~N t~~t3) tlQ, ti7; „N C~~ fX) tU;p tf2~N~ (3~;GA , pCn t~ {d^ M W r ; 00
ui~ci ~i'ui ~i<< QM w-'M .--t (0!u7 'cfl fV-C~ t'7 ~1°~ C:7 .~:h~ gl?~CO r"f'a0 tV=dO M~~ ';Oy ' ~ ~<t-~ 'r= ' N ,CD M~ Cf); ti7,tS~ ,tL7 f`~ f"~!CT~ f^~; 00~.C? ,U ;O tn~-- t!?, 00~--:;00 .--;M .--'t~7 r''M N~ N~ MM MK7 t~ d~t+7 d'~"? t~K7 d°~} et'M d'~ d-`~ ~M d'~~ d-:dw ti');d' ~'?{'d~ ~?d' tn~`f' tf~~Md' r` L ~ r`` _ ..r :C°~ f`'h.. I"~....,, ..C`~ i"~......_f~.~'`...,,...,1:~ 1 ~.:....1~.~ f~ t"~_.... 't`~ i ~ I`*~ t'`it"`~~ ~ i~ ; > I'. _o OC
0*00 1~A0 1f00 2+00 3+00 6~p T~0 x+40 ~1*00 "I2}QO 1300 1400 L- AOL IWO
OG
Q
.J
r <C
u~ W z
~ A
W ~ t~
W q } ~ Q
LOW POINT ELEV = 731.88 z
3 ~1 Z LOW POINT STA - 3+14.41 t~ ~ ti L aC
~ PVI STA = 3+04.58 W ~ W ~ W
® I PV ELEV 731.65 H
W W A.D. = 1.27 Z ~ W~LW Z
I~ _ ~ K = 117.83 0. W M
2J Z
uu W W 150.0' VC a W ao 00
Z ~ ~ o
tlC N CV N M h LLi
740 r.........~..,.,~r, N ~ V _ _ . _ ~ _ _ 740
~ ~`UTUR~ FINISHED FINISHED R'A G D E
U W ~ ~w: w, U t!) ~ U>; U} w, . M ~-,55~ w . , w...,..
2~ -.-w- ~ /
730 . w, 3 ~ _......w ~ ~ _ _ _ . 30 -7
t.
..r... M.... M.._.. ,-.Y. W
a W
-~~n,__...,....,.. Z ul
sow= 0 U7
i
J
710 j F 710 L~ Z. C)
t 42 1w.ROP._ W
INV.= 709.74
700 G1
u3,....., .f. . y.u /^y 40 ".n U. V:~.!/ -,.N'VY! ~N.... t, - ~.:y 1?..N 0 i0..,,..~ .~f N.~.I ?A'/ N / d- ci
r-id' d N N7,t0 t0C7 OO;tO ~s..¢_. p pan..... W OQ ao€d- N, V- rn t-- d• m c nZo (0 m P•. r- c >;d~ LO f- I`. C~ Imo. CO {N 3' U) It 00 v--i7 14)V) co 'to n;~ N d- ~f d h Lo U co y"! N to d tJO 0;~-- pit a0 r` 0) h
t N te) ©,Ki c6 (0!N tsJJ iN t0'N m r C~ Q N N M t`J {S) n ty in coy cV.n tf) K) co'd (0'd- L6:4 4ir4 d'vi 4 Lo* -j- Lo d ;cU Mto 00 e-- ti) t7U ~fi r ` ? ` h N M'~ N r'7 M 00 ,M M ~'7~ ~ ~iM} ~ ?~');P''2 ;M t~, M;~ t~7Ii~ crm
0*00 1#00 2#00 34W 4#o0 5000 .,...h;h..,.._,`.....f`~.......h:h...._~..,... ....I`~t...._..l~C`..,...tt. ...h.i~. ..C`a~h 00 SAW 74W sow 9600 1 w 1*OO 124M 13000 1440 vi
~w W
0
:C `L N
h L
a
w
Q
LEGEND A AN. z
w
689. 689.0 EXISTING CL SPOT ELEVATION ,
c /"NT 100 50 0 100 200 300 •
689., 89.45 PROPOSED CL SPOT ELEVATION ~s , 6TALBE "&BRI JGHI
wZ:4 v:T'~ EXISTING GROUND - :a SEAL r•
ENG MMO &FLANNMG OONSULTM SCALE IN FEET _ • 26421 . ISM LT,ANIS SHT. 24
PROPOSED GRADE HORIZ: 1"=100' VERT: 1"=10' w; S=350
••'~a~c~~ CHARLaM NORTH CAROLINA 28217 Mani Ck E. PHON& 704.426.6070 FAX- 704.426.61180 k 28217
-z6-+wso OF 140
$ www.talbertandbright.com

a ~
W CJ Q `
© o
'1""'
cn
w o z
~ PVI STA = 1+98.75 o
U PVI ELEV = 734.96 U
V,,, °A. ~ i ~ ¢ f ~ ~ ~ f S ~
K - 1+61.08 4 > ~ ~ - ~ _ ...__......w . .A-,J V z
1x4:40 ,___w.. .t.._„_~_~.....~..._,,.. , 75a .r"' 0
~ } ~ r I~, ~ ~ 00 .^-,W-
00 M ~F ~ 0
..I ..r .~1 zy h ~ E
W 2 F t j y w ~ w ~ . ..~.I,U.T, R.~._F.1.~~.SH.ED.~.ORAO.~ . _ . . 40
, , .r., ,e _ ~ . _ . 740 W ~ ~ ~ ~ F LLJ
.SCI ~ ~ U } `r'^ E m > , W
~ ra.77 _ t ~ ~ ,M.. ~~r__ _ . „ _ . ...y W T' _ w.. _ . o~
3 f ~ ~-o.a ~ i f o.~
t ~ a
p„~ ~ ~ _ . , _ . . , . . _ . , _ _ . , . , _ . _ , _ . 3 73a _ _ ~ ~ . ~ ~ , _ ~a ~7
1 ~ ~ < ` ! 1 t k ~ ~ ~ s N (0 t~ U
~ ~ i r E ~ ~ ~ ~ ~ 1 1 < 1 ~ 1 e ~ ~ ~ ~ r .r. e.. ~ . _ r....~ tC) Q
1. ~ ~ { ~ 3 S s i i ' ~ ~ ~ ~ N
f i ? s. 1 ii r j W ~W © M to .
~ k ~ ; ? ` f 72a~ ~ { ~ ~f r x ! i ' ,:_..r........ w~~.._ ..._w,. .._.Y LL CL N ~ ~
! t F ~ i ff i { PROPOSEDf 18 RCP
} r INV.; 722x85 / x.. _ e m z O
_ l t ~ W z m :D © U ° V)
5 ' rw.? E j ~ 1 4 ' i, 1 f ~ ~ Y ~ f ~ t ~ ` z W W LLI V)
\ j . v ' Ar Mn..H.~r... ...n .n .....ra- .....v...w..,~~.....t...r!irn~..~~... ....v ,.nom .-.n .w . .......n ~ n. , 71 E ; . ~ a C7
1 " P~OPO~ED 3a~ RCP t t r 05 0 L w w w
' ~ iNV.=713.79 Gl n CL © U d
„.f.,, ,a, .m. , _ ~ b # ~ i i
~ ~ ~ i
i ~ ; l t , , . . 1. E U4
s. , ` j t
i s s r i ' o s
~ ~ ~ C'S ~J ~;~rs. CV~ ~'1(~- Opal} C~~ri- mid" ~i x3S ~y N~ t ; ~ {
'~y'""" p);h~ ~'^atr') ~O U+:W l~ji~ J~U) tc}~ ~tiM ~N OO~N (p~,- x"7;0 r1`~'i ";'t3~ ~iOO u7h ~Oi(Q 0U7 a0~, . . r.:'rt ''~h Wtd~ 4p~~ ai~d~ ~?d~ 41~d~ Qd= N~ ~t'r+j ~rh ~fM ~~M ~rM W~~r~i tsii Ou7 a0?d~ ~M °0#N tt~ CV U~.-- O~C) N ~O ~t`~ ~"):ti7 ~c0 „tf) ~7'd- ~ ' ~ Q M Cjlo~j ~ ~7':N rrj ~j; of W~t~ tQ,M ~7I'~ N~;K) ~1;N C'~I N N N N ,N
f~.h_._....~t,.........,,_....,.,,?P~.,._ rG"*.:~,.......,.~,.`~, _.,,.,....w,~''~~._,... v,..,....~._m.,,~..,,..:1~_....,..._,.._w.i~~..,~,_....~~.,. ,.,.,.,._.'~`*...._.....,m..,_..C~...,._ . ,.r.~,._......._,,,f'h,.... ~..I:~._ ~.~._.L`~ M,....,, h,...... 1`~. .l _h~.,.... ~.I` , .r`a`h..... hf`~..... h f h, P` ha1.... ~'f~ , had..... r`~ C`~.~.....~ 1'~:... ~~l`~_ ~'.:h ,....~.f~. :..,9''`s1 M
1+00 2~+Oq 300 400 500 800 7;00 8+4Q "W~00 14+00 12 0~
d.
Jf
Z
0 Now
Z
W
mc z
LOW POINT ELEV = 731.98 I~. v
LOW POINT STA = 21+68.43 _ . w.._.. an.....r . ~..v ~ _ rT.~, ~ ~ ._.~..._.~.w.......... _ . W ~b ..__.........,...~~Z. ~ ~ _
' PVl STA 22-50 C3 , . ~ . . ~ ~ h 4f ~r
PVI ELEV 731`.84 W ~ ~ + , , ~
~.~..._..~.M_...~. wr~.~__.._~_,.~...._...,._ _w....w .._v..~....,. .w... ~ .......,....~~:a: -....1:65-~- . M 750: t m M~~ a M.......~ _ ..~w ~ __..v
} K--121.x5 t~ y ~ ~~A ~pq Y/ sit a ~ ,
2oa.ao vc z a y ¦r W W ~ aC W
: f~ ~ ~ ~ , M~0 ~
? 4 ~ ~ ~
M ~ f y/ NYI 1~ «.iY4.. . k , ~ _ .d
M i ~ ~ - ~ ~ ' i ~ M
tI) l;i.l U U ' o• ~ ~ 7 wW+~ ~/y%yJ . .
.CC1 m,.. . _ . . ~~---r.. ~..,.(t...; I.Q.F{7... .w„ .gyp.,.., '^„Trn.'~ .,,v """mow.. r,,..~^ ~
w
. ; , , w..._. _
r
t
r Q
F z u
720 J 720 M J ® 0 w
ti CCU < z m
i < IL V)
4 W 7w
PROPOSED WPOSED 36 RCP
710 I:-:1. . 61.. 710 716 awrrr
. A....._ M
i r r
i ® .wrwo 1 ~
Y 00
vi
_.....w _ ....v_, , . M W w
lo N_ p) d. d-O ro N N N aQ Ca 0) N 00 t0 00 ito C7 oq t, , q.;... m, ~`C7 t>oq Lo L7? h. f. ~D op N a0 n Q t~ h
d' N Lo kq ui ~N uo N <<- ~:N N'N A N ate; of 4 0614 ;N N M i 1M r}'to 14-n N- ~h ChM M,1' tits n in ~ht+) °~.rr3 ,.q- 00.4- N~ N~: w "9 M7 N N N
N N' N N N N N N N N, N~ .:h. _....t~...._,_ _ _ N CL 0
40 19+W 20+W 21+00 4N 26#00 274N 32+M ~ 36" 28#00 37*00
w
L E G E N 0C)" z
681 689.00 EXISTING CL SPOT ELEVATION un ~rrr~
RC T3 T TrT"
61/4 689.45 PROPOSED CL SPOT ELEVATION 100 50 0 100 200 300 &Bpu TALBE T b
EXISTING GROUND SEAL r-,
ENGMEMG & PLAM NG CONSULTAI SCALE IN FEET 26421 >NSUTANTS SHT. 23
4944 PARKWAY PLAZA BOUtE'VA A S'UTM 35 PROPOSED GRADE HORIZ: 1"=100' VERT: 1 =10 •••F D, SUM 350
.~GtN~ CHARDDM NORTH CAROLINA 28217 1,A. 28217
Ck PHONE. [phone] FAK. 704.4260 FUTURE FINISHED GRADE E -42b-b084 OF 140
>6 ~ www.tafbertondbright.com ~s
- =moo

0
LO W IOI
F-- © q

® t~f w.. _..,.,.W. . ,
76aW t+7~ ~ ~ e ~ Y cn
® N~, ~ s a, ~ P~/I 5TA = 2+13.22 O Z V) a
~ ~ _ . .r,. _ . ..,..w t....,.,. ~ ~ ® ~ P'~I Errl.~~l 73.3©, ~ > ~ ~ , ail C)
E i i a A.D. ; a.T3 : J ~ P ~ i
3 ' r \ W ...i f I~ 137.01 r r,~.. . .....u ~..rv.... . . . r.__.. ~ 7J0 F-- V)
7502 _ ....~,a_~......,.... c ~ . ..w.. „ . . . . _ v.Y ~ ~ i~ ~ ~ t i > i z a
' ~ i Y~ N ` i i 7 f ` YI k i ~ i ~ ~ .
W 1 ~ N E f i i , ' r„ ~ ~ ~ N ~ ~ , ,w...., ~ , , , ~ , . _.1....~,. M.,..._.,._ M
0
~ i I ~ ~ N 0
~ ~ ~ ,N. ~.M. < i . _ 40 w
i ~ W 4 ~U ~ ~ t FUTURE FINISHED GRADE . ~ d
. 5a _ . , r. ~v.. , _ . _ . ~...,..~.r...,.. ,wy.~. _ ....,.~.._.~.r...--v.~.,~~.._..,......... ~~w~..,._ ....,~.__.....~,.r..~...,.. , , w
i } , ,..r~
i . ~ , , ; , ~ , N t~ d- ~Lo
F -~--w-~. 730: , r ` ~ ` : _ . _ . , . _ _ r . 30
i ~ ~ ~ ~ .------._..,M ~
.r - , .m_., , _ _ , . _ .r ~ N o
f F 0 N
. ~ } : , l :r..... 1 ~ F-- F-- 0 ccy to U W W N m W
3 f
l ~ i ~ U m W U Z m IAJ
i j ! ~ I
4 ~ ~ i ; t . ~ I } Z C) C) w cn LLJ,
. I i r i i W C' -7 U W Fn w w w z Q
` ~ ~ S , ~ ~ t i ~ , } $ } t ~ © CL CL O U c~
. { , ~ ,t ~ ? ~ ,
I ? f = r ? ; ~ f ~ # t ± `s r
, ! 1 $ ? , i 4 i , , ; j F ~ , , , ~ 00
7Q0~ 9 i i ~ 1 f t t ? ' '
f ~ : s i , t ` i 3 7 ,
, i
d # ~ 1 E
1 r 1 f. ~ r rat , r ~y~
r,;:~~,i~4.LI ~'~J ~L! ~yel! ~./titJ %N .,~.rl~..........~3~ ~i~':.. ,.`fy~~',(,;.., ~ x'. ,.~yi.~~ ..p~,fn.,. {1'y.~._. "~t"•lv._'.. ~fT*. .,{r.,~~, ~n~.... ~t of 0.~' ~jN °~'00 (v";~' dip Obh oM Wa(~ `~7,4uJJ Op;r. *}y'r`` tpjd' Ro d't0 ~'?N ~~p R;~- f~t+n ,f(J .;N ~ ,i s M , 5 .V! .N V _ . ~?o ~a~M ~~rn ~ "~~ir. ~,;a a~~ '~;N ~+oo ~~a o;~r~ w, rn~: a~; rn ~n ~ ~
nlj ` ~ W;r-- `~JI~-' or t1J0 rt"~l~ ~1~ ~1'i(3~ "`.'(f? C~00 YJ'00 ' J,~ `V'P'` o!C`. '.V(.U ~-(fJ h (i~ y~ m,t0 C3 tf? ;kl~ d' fd' t''~.h'7 ;M N acv (N s ~ ` + ~ d~, d,k~ ~+i') ~'?t~ ~,t~ ~?t~ 'd' M 'd~N7 ~M ~~M ~~t~h ~~N ~N N '~t'N '~hN ~h,N "~1"N r`~~C~d ~"')rN ~'`~;N ~ h' ~ ~ ~y ^~r ti Q~ ' oi~i oprr; ~o ' ~ ~ to`.~ tci ~o h< ai; ,cA tf? d- M N ,N ,Q ~ ~rn CA O Iop :oo ~ ~;N ~ ~N ~'7N N ~N 1''~ ty ~`N N ~ N?N N ~ N.; N'N N' N N N'N N~~N N.,N w,N N~.--
re h _!~rr~.....,,.:~.. , t~.........,_...e~..... ,r......_._hM....._.. r.~,. ......r r, ..r~. tom,... ,.._~._r,.._ ,.c~.,,,.. h;~»,.,.....~;r.. .~._.c~ _ v u .~.M..
B~OQ 8+00 x+00 12~ 400 ~ 100 2~tD0 3~Oq 4~4 S~OtI 7~Oq t~10 1200 ~ 1 2004 2~i
Q
.eJ
Z
G~
Ili ~ . . n ~ . _ , . _ ....M . _ ~ . _ 60 4
7so ~ ,..,u,~. ~ w,. ~ .w _ , v , M . ~ . s ~ ~ E E a a
t 2 f ~ k L W
' v ~r , n , . f v ~ ~
1 1 Z j r W~ Z
1 i .i,.. ~ ~ z ~ . _.r _ . _
750 . , ~ _ , _ , _ i f ~ w fL
Z ~
~;;a. . ~ a _ . _ .m , ~ . , _ _ , IN P T E ~ ,~,.4c~.. W Q .v. , ~ _ _ _ . wv _ . A
~ - pow Po NT STAB 27 5a.39 ~ a
PV A- ST 27+9Q.58 h, ~ ~ ~ ~ ~ pe,
74a a.~.._w.. _ w.,._..._..T. , . , , , , _ . PVI ~LEV = 713.45 w tip _ ~ _ . ~ 740
~ ~ ~ ~ ~ .a. - 2.2 OC Z < ~ .E .~9
Cat _ , , . , _ _ . _ . _ ~ . a,13 _ . .
iaWW ~ .,.w=~.. a""
, 25a. ao vc ~ CC m ...-r„ ~
_ W ~ m _ ~ ~ . ...U _ ~ 730 t
~(~r• ~ r ~ ~ ~ ~ ~ M
. T .w.,..., ~ ~ 4.. ~ _ J w. ~ r w
!c0 N r`' ~ 'N ~ ~ 0
N { ~ W i:: rr ~ w ~ W q
C-5- 720 20 >m Z a
w t R ~C =
w V)
u J V)
i i' w 11-- z ® Q LL D® 0 W
x
710 0 710
J rK CL W ~
_ _~..w_..._.. w..
f t Jz
n._ , . _ _ _ _ . 700 a womo
7700
CL
N,.._ w, +C3
~
JX) ~ Vii` ..a_.~0 cro o W
r.; fir w N,rn-.... _ I`. thf~ N to ad C7 h t~ ~iC~ ,'tD 14) ;N 4;00 N ~ ~`'C7 u1 cD ~ tn 0.);N 00 C? ©N N to ~!0O aj © h.-- 'co x°• t17 CTS; c~; 47; 0, t~• ~j; % ` - os t~ tq; ~V cri W
ti O 'SF N- jt0 ~E ~1 0.1 Cq` tj r. 06 ~0 C7 DO h ~CJoko LO "'0 tc7 to d d ,°ch d- ~d• ~d• N~-- Nr-- Nom- Nip- Nom' N r- N~-- ~r~- ~'3:•-- jr) N rq) N o o o o; o; o o; o~ o; H ~
1..`....»..,... w'.,,`.'1..~.. FS kl fl., r,,....._,.. w., .il.,'..,..:.».~.I,,.', .1~.. 0. ~C ly-
30 39+40 40400 41#W 42440 30400 3'x00 320 330 344400 3600 391t? 37+W 38+00 UMEND A (N
L0 0
W
Q z
68% 689.00 EXISTING CL SPOT ELEVATION „II J U-
r, C Aowft~ TOM"
6V-, 689.45 PROPOSED CL SPOT ELEVATION 100 50 0 100 200 300 S Biu TALBE
1 EXISTING GROUND - ^1 SEAL ENG C PIANNNO C NSULTAI )NSUUT"Me11;S S HT.
SCALE IN FEET 26421 22 A SUM 350
4944 PARKWAY pLAzA BOULEVARD,, SUM 31 PROPOSED GRADE HORIZ: 1"=100' UERT: 1 -10 w; CHARLOTTi~ NORTH CAROLINA 2.$217 DINE • \ ,1A 2821?
G MON& 704.4264070 FAM 704.426.6080 FUTURE FINISHED GRADE k E . 42b-bW of 14
'111111111111~,
W W. • ~ w talbertandbright.cam
- - - -

W O
Q ` 0 O
Z
O Z (n Q
W U
Z
O
D g W
V) Q
J
<g W
LOW POINT ELEV = 736.50 ~ & ~ & r- ty M FI- cO
LOW POINT STA = 120+27.12
......................r.,_,,...._.....~,_.....,~.~......,_.~........,.~,...._..,,,,.w ~.,..._.w,.~~.. ~ , x ~ ..w ,r . a 76~, s _PYl SIA...= 1.2]+D292 _ . _u~l. ~ 1~t ~ 760
i r PVI ELEV = 736.50
j r ~ r { r , , ~ ; ~ f i i i , , /a.D. = 1.5000 _ _ _ (.0 O O
2 ,~....w ~ „ _W,.,: i ~ i { ; i a K_._ ~OO:Od60 _ _ w U N
i i { N 180 Q0' VC,N `9 d- i- l- O M . V) 0
E ~ i t 7 y t w...,.. _ J j J...~`'~ - - _ ~ ~ 750
f
i ~ i ` ! ~ i j ! ~ 1 r p p O V+~1~ Q
~rw. w.... ,t k .t.,,. ~ ! a i ~ ~ m ~f O
R,~DE ~I~TtJRE ,Ff ~3 SM~D G t Lil. U
_ _ _ _ . j..m _ .a _ '740 O
1~ ~ ~ s E j i y ~ ~ m , 1.50 "7 7 W ~ U
i f I ~ ~ ? W Q' LL' i~ Z © CL CL G] CJ
7 ' n T^ «vr +.h:.r.. ~ .....r. ~ +,v nv. in..... ~.r ~ eve ~ ~ w.r.....v. .+y
1 s ; ~ ~ ~ ~ t
- ~ ~ ~ ~ e ~ , i i i Z.. . _ _ _ _ 730
7~~.._..,..M.,..,~....,,~M ,~.;_W....~..,.,...,w_..._.~.M......._.~.._~.......... M..~ ,,...,_.,._~__~,,.~...M_ ._;.,....~_~.w. .w. rM_._, .~_.w. { S ! ~ ~ ? ' i
~ ~ 1 ~ i f y ~ ~ 1 i < r
j ~ r a 5 t ? t i ! ~ i i S ~ ~ ~ . , 4..~,. . ~ w u . ............u F......r wi
a k ~ ` } i E { ~ ' i i t
1 ~ ~ 5 i
i ~ a v ~ .i. .i.~.n .r,.. ? f t M. it ~w.,v... ,n.~~ v...r ~ u:ri...~n......~n ..n~.l"'.n.nen...wr.,..e...~.: .,.er~,~n r ..e~ .w. 4.. ....m~....e+.. ,.,n.....~rr...„,nv.r ~ ~ ~ ...e.-...-. . ~ 72~,, ~ 9 ~ , , j _ . _ _ _ ` 720
~ ~1..
~......M .._..~~......;.M.....,. . . _ . _ _ PRflP(33ED 4~" REP
y ~ ; ' i ~ ~ J i i ~ Y ~ ~ I j tt INV.=719:98 ,arerv
N l ~ i l r r > ~ } ~ ~ f ~ ~ ( 1 ~ t ~ ~ i 1. ' t ~ 4
f ' ~ ~ ~ .r s , ? _ _ _ _ 710
f
~ v.w. , ~ ~ , ._.._W, ~.n..M..M..~.....:.,.. H ...,..w. _..v,... , . ..._..~..w ~ . w,..
...M c
Y ~ t 1 { ~ ~ ~ f i } ~ L S ~ i
~ ? Y w.l.w „..n, r.u .ate. , v.- .y f ~ i f _ _ _ 700
i 1 j ~ 1 J ~ ~
7 t ~ l ~ ~ j s ! i i i r w~ r.~uw w v r ~,~...n « »M. .r ~ u. r -w..rw...... n. .n Z
t»...r... ..w r r..,,.~~ n.. ~~....,~r...........~.m~.,.....n. ~1.n...w. n,.~, ~~.........rr.. .~n...~w .......v .n~«~:..... .~r.. r.. ~n..w. ry ` t 4 z i
+ f I ~ s ~ ~ f ~ F ! W
z t ~ s E t ~ ~ ~ y ~ i . _ _ _ 690
f t t i t i f ~ S, i z
~ I $ z ~ ~ ~ ? i ~ s
~ ~ ~ r, ~ t € d
1 3 } t
{ i < € T } ~ i ~ i i F 'e ~ i ~ ~ y t _ ~ . . i. ~ 4 ....w.. vi t _ _ _ _ j _ _ 680
l 1 t ~ d
~ ~ t i i ' e i i , f !
...m ~ i j.,., , . .T-~ w.,. ~ .z,.. .,.,u... a 1
I
t ~ ~ ~ i ! e ; i ^ l _ _ _ _ 670
~ ~ ....ice.. .~1. f 3 ~ ~
1 f f > i < ~ ~ a
i i ......,.....t» ~ . w., ....r...,. . . 5. ~ ~
t
j i r F , M~ ~~d.__ gyp.. _....0~ N~ _.~N .gym ~.;r rd~'.......~N ,~O~i ~n ~
y+~ . , u ~y ,/may ~/1 w... ~5<.! /^y ~ ~ C~ C3 I,n. d' h `s ~ ts7 ~ td3 ~ I~ ~ ~ Ntn '~L17 ~?,f) ~,tn ~l(") „If1 ~;I,n . .'I.n ~U'1 ,,t!? „En ,tC) ~;l(} .kI,() ,ln ,.;lf? ~;lt') .stn .;I,~j ,,:`tf7 ,,;tf7 ,;l,f) .,in .,tf') .,tf)
fn tit ~ (f) CQ N ; ;ffl N~l~ v=~ v;~j M'tl) u' rM; xtTJ iCD `T `(0 tC) tD "''tt? "';t0 t0 `~'tt? `"'tf? 07 Cflj(C7 (oi `r c0 ?tA h't0 ~st0 (U N X Ml M d d.. d ' d ~ 0 r Z w z
M M MGM M?M M M M N{,~ NM hjM M M h h ~,,;M h M hrr1 hM h M h h M r. M r, M h M r.M r. M h M h h hM h h h, h h, h h h; h w h .......,h n,.M_.....h._.... h.... , h._...., :h.... ~r . ~r._. ~r ~:~IM~T. ~h__ fin. ~1M~fir.., ~A~~ n 0
10400 10600 10T+00 lo8f00 10900 110+110 11100 112400 113-000 114#00 115,100 II&W wow 14W "S" 1194W 120" 1214w U24W 123#W 1244M u V)
0 V)
a m Z CL
CC <
>M un < o
z V
J
~u
w
Q ~
N
C
W
L EGEND Q Z
68! 689.0 EXISTING CL SPOT ELEVATION C R TALBERT&BRIGT J LL
6 8fl 689.45 PROPOSED CL SPOT ELEVATION 100 50 0 100 200 300 : ~ ~•ES' ~ . ,UGH
FEE
EXISTING GROUND SCALE IN FEET Z :CL ga ~ p ~ = ENC3IIJEERIIQG St PLANNINGCANSULTAt -o 4914 PARKWAY PLAZA BOULEVARD, SU11'E 35 ?NSULTANTS S HT.
21 D, SUM 35
PROPOSED GRADE HORIZ: 1"=100' VERT: 1"=10' ~ '•FhGINEE~~~~ CHARtA'ITE,NORTH CAROT.INA 28217 A 28217
E . 'C`,\ PHONE: [phone] FAX: [phone].M
0\ Af Z $ www.talbertandbright.com OF 140
- - - - -

t:C)'
LLJ
<C C3
Z 0
w D t]
F-- U)
Z
U
O
U-
0 LLJ
Q
X w __.i
Q w ry
C7 ~ tf) J ~ N n d' tC)
W M
, , w.._ _ ~ . ...w,.~.._..~~..,. _ ._.u , ~ , _ . ..v. _ 76i)......w..~ _ ~ M_.,_~._. ~w, , ~ i h 760
s tIk C N ~
f j ~ f i i , t.,. , w .,M ~ . ~ W U; M . . . _ . _ W ,
k Z o N
{ ~ f ( i i ; I-- 00
, i R - ~ f i ~ 7 0~ , ~ ..,K... k v,._ , w d ~ a.. ~ w w N w _ .................750 ca...
4 i ~ E ~tC? , ~ ~
z I { i , h1 t- U~ O
' ,,..w..,, ; z ~ ~ ~ ~ ~ ,H ~ , ~ w ~ r e..., , !Z Q LY] w
i f ~ 7 Q Q FUTURE FINISHED GRADE ~ F- F- 2 w V)
E v ~ f , t , . i 1 i 74i~~ ~ ,,,..u,...~._.._~ _ , r,.. ~ ~ _..v, _ ~ . , . , , . , , ~ , _ _.__..,........._.:.740 U w
, w -~-~i...,.-..--.... ' i ~ ; i ~ in o o w 0 CL / ¢
i } S t s f ~ r ~ i , , P 1 t t 7
i ~ ~ ~ . { ( ~ M J {F ; . f....~..,__.,~~. " a . , . , . . ~ M,_. ~ ~ ...w. _ ,
j ` ~ j w { i }
r t y , i , F E ~ t < ~ v.., k. i f ? ~ 1 .,.„...,.,....m.~...« I..:. ~ r ~ . . m,......,, . , , . i. 7 730
~ } 7 ( k ~ ? ~ ! , r > {
( + E ` ~ 7 ~ ~ t 4 i i ,
s i i x M .o.r,.,.. t ~ ~ , w . m... ..,,.;.,.„;v w ...+.-gym L
z ~ i ~ ~ i ~ } t ? i ; r < _
t ~ ~ ! i i . i t , i. i ' ~ , ~ ) . ~ ~ t i ' ...,,...w . ..M. , . . r.- r . . , w,.... ~ ~ r-
I ~ J~ p i ~ 9 { 'f < t } .._.u 720 o~
~ R ~ ~ 1 ? t t
c , s s a' i i ~ y , , ..-r.. r.,. , . ,
N
t C*j NNW
F 71 . ~..,w ~ . , . ~ .~.a , . . E ~ t 1 4 _ 710
t l t c
4 i ~ r. ~ < 1 , ~ r l..,.. i.~.,...~.. .n.+n x:.. v..... i..,..u «...i.. ,.1 .ar.?...n .....in.......~ ....,.r 4r ...,.,,.n~. .....w n.. .r .«n..... .....a.... n..-.....r_w., n.~.......n-.... r.. . . . _._a
t 44 t i ~ ~ ,
{ ~>~~ol~os~a I~c~ ~ t , , 3 3 INV.=X07.46' co) Mimi
, ~ ~ ~ ~ F ~ ~ _ , _ ~ _ . _ . _ ..:xr. , . _ r . ~ ...N. v, r.,.,~ . 70~~~.~ ,.,._w.~.....m~._..,..~,.v~.._ 1 E f 700
t ~ ~ i 3 tt t ~
. ! , i ~ r t t : ~ - , ~ ~ t 5 t t A.. v...............,. .v «.~.v. .y..., -t. E ~ n
t 1 i 1 L
t 1 ~ , i ~
f , ~ i r w._.....,. . , a , ` ,,..x... V ~ ~ ~ N.....,,., , w.,,. s....„,... ~ . , Mh.. z t ~ , 690 ~
J ~ ~ t d i ~ ` ~ r z
a 3 S , , ~ , ~ j i , ~ y ~ ~ r 1 s 5 , e w ..w .._,1,.. , r _ . , _ , .
4 4 ~ 1
~ ~ S
i t ..t.., ,M ri > ~ h 680
i i S ~ 9 PROPOSED 5 ~5 DGX
r i ~ < II~V.=63.41
~ ~
i { + 4 i
t 5 t j Y , , Y / V~ Y , £ i , ' , _ . ~ _ v . ..3,. . 670
} ~ {
t ~ i F < ,
' w , „ , r
4 ~ 1 y 1 r W
I 4 ~ , , . t k ~ ~ } t t ~ ~ ~ ~ ~ .r , _ M.._: //~~**.~y y~y+q ppa~yy y~+y+~ ~pyy /~^•yy ~y .
~~7 s~ ;O C7 ~S ~ ~ IU ~J i~ O p0 l~;lj`j P`~;tf7 ~i1.t'? N~ r`;tt? .il,{) NId') ~i~ •'tn r;Ln .;l!') ¢?N .;1C3 .,I17 „tt7 ,'.t!"} .;lf? .itt') .;tf) .ilia .!t(') .•.tf') _ ~ ~ _'.f _ ~ ~ ..:i hlk ..r ~i . d-~ n.1 in? • in: • 1\. ~ Ch? • h(li Ml[ Nl' /Yl` ~ ttl( Kl'; tia- ~ 40~ N: d' ~ ~ f~; tn~ tX); d-. 00 a .-;~1.., ~,C~' . ~C,~'.._ iC5 ...3~5, . , 1~~. a.. ~ , 0~, fA; (U, i.('), Ca., M~ d': N. N=. d-; r~. Q~ N~ ~t' M: l(7 N .,U7 t(') .,I~'j lC) ;1t7 to ~lC} R~ .~~~f7 cif) , tf) .;kf) 1~ .af) ;U? , t4 ~ln ~.tn ,;tn ,,1~ ,lf? k(7 ,,I~ ,;Lf) ''4,~'}'} .,,F~ ,;h~ .~GC? .,G17 K'1'. • • r••1i . h tYy; • in'- • m4 Mr fYYf • rns • C11i • c}.j art; . • M1 . al., ivi? . nnk .ni Sri'. . ..,~.i . . .,y;i w N;
ca v CF) t0 { ?ctj cv ~i ua`stSj v''t4 CtcQ U cQ a tC? ©ttD t0 ~~Itlro) ~jtD tD (0 (o t0 Kj M M iM iM ;M h;M r r hM h<M hiM h1M h M r.M M it hM > > v wt w w; wt w u1 W v i lV I 1 uI V k lV X717 V t I V! Wt~ V) 1,11 M M c4 M M; N N Q p) Q` t - r-- N N?~ Nab NltO NQ Q1~ Qr (U N'Q N~ M Q M M; M irl aM1 hM rK7 r h M ~M ~.,`rn r, M r,7 tD.M tfa~3 as ~:M ~,M M r,,M r, M M f` M r, M ~.,,M r,';M ~M r` M to z
( (A; c0; t0i tC1, t~; h h: r` h ....r,....w. _ ........J h ..._...,..__l .M_. al`s ,r.... ......:,.....CM....,,.._..at~ _ 7"* ~..,........:f h P 1'~ h 1.4 _..._,.v.w h,...h....,._ h_...., ,._._.,u.,_., _,w.._._,}t"..,...., rl ~M r„M ,I~ ~ . . . , ,....1`~ . ,h..... ,f`~... ...,.~t`~.........1:~..., .1`^~ .....,,,.,..1. , f.~ C~. ah r t~ ~ I~ 11 _ 1~ , . h h f`>......_ . h~..._ ,...a~... ..~h ,....,...t~..~,..., C~ r... C•~,..., ~,I~._... w.C~.. .....t~ _I`~. , ....r~M _.~h»....
76400 78400 78400 80000 81400 82+400 83400 84#W 86#00 88400 87+400 88400 75400 77400 90000 . 9297
o
V. Ix <
(L q
LL C)
0 V)
W
.J ?
J~
~LU
® W t/,
L J
W
0 a a
U N
iL CL 0
Ls.l
LEGMEN.wuft <C Z
ss< 689.0 EXISTING CL SPOT ELEVATION 11 t _J
R
689 689.45 PROPOSED CL SPOT ELEVATION 100 50 0 100 200 300 S ' 11 , TALB T kini
.F o.
EXISTING GROUND :a SEAT. ~ ENGDQMMING &PLANNNG CONSUULTV SCALE IN FEET 26421 NSULTANTTS S HTe 20
-o : 4944 PARKWAY PLAZA BOUl"AW' , SUM 35( D, S= 350
PROPOSED GRADE HORIZ: 1"=100' VERT: 1"=10' •..GINE.• . c', CIMIXYM NORTH CAROLINA 28217 iA 2821?
C PHONE. [phone] FAX, 704.426.60 K E. 426.M
'f ~~tlltlilt411~\ d~ www.talbertandbright.com OF 14
- - - - - - -
- -

i 7-
W 0
© M
O
V)
O_ Z
}i O U
LL'
F- V)
O
U
0
LL-
C~
v aC
X LLJ
<C H W CL
LOW POINT ELEV = 736.50 a °
_ LOW POINT STA - 51+70.83 w ~ cv r7 d- LO
Pvf sTA = +20.83 ~..........nw n~rw.~,........._....n....~..,...........v.....,.n....,,...... a......ro'....,.r.........n.....r. ......+......n.n... ..,..~....~.r.~...,.,...,--.....~..,.,«r..-.....a.~.. r.. n... n.. -nv, ~....n..,.... e...,...,.~.......rx. » ......:.7. . x r. ,.n r~- 76 a..._.~ _ r . ....Y . . ~.._.m._.~ ~ . ~ _ , ~ 760
i ~ ~ t I r ~ 1 f ~l.~V 736.5Q ~I V `
~ F ¢ - ~ t~' f t A.o. 0.~30o W , (U J N 0 0
~C ~ 3Q3;4~3{~3 I s _ .....,.r.. , ~ . . K M N
i ~ r h- 10 .00 VC
1 ~ r i , F ~.Y , 1 ~ + v. p~} ~ ; r. , .w . _ _ m w , V) Q W W N W
75a= 7 cj0 CL (L N C 1
} r ~ ~ 1 ~ , h ~ W : ~ + ~ + ~ ~ ~ i C7 ~ ~ t.~
r I , ,,„..,„.a , _ ~M _ . K ,..w... j m W 0 m ui
Y ~ W' W j~ GI pW U U m p
f I j 1M i ~r. ~*~..t . t } f I ..,.r,
...w,.,u. - „ . _...........;:740 w W
i % ? i r ~ ? i ! ' co ~ w c = Q
r r : . r,.~ ~ ,p , i s t ~ i ~,.....M. ,
, ~ ~ ~
~ P } ~ I i l i i ` ~l , .I v ~ ~ ~ ~ .M v< ti vr.~ r„. Y. .
730:w.........u......., , r I 1 .r _ w . _ , ._...._w.. _ , 730
( a i i i 1 } i S ' i
~I - ~ _ w, ~ , t ~ ! ~ ; n, , d t . v
T } ~ ~ , ~I ~ + y ~ { \ r { f
f i ~ ? 3 ~ ; i ; , f i i ~ , a j p M
I , 720; t , f t t i i ~ r.-.., . v.., y . .u. 720 oG
y ~ t ,r.~ ~~oPOS~a 1 ~ Rc~ ~r
I 1 ? f ~ i ~ 1 i 4 i 1 ~ , e.,... ....I„„.. ~~.,~MM~.,w..ww.. v.,. ro.., r... ,,..,r.M..,. ..M , ~ ~ ' INV,=722.7q ~ ,r . .
, ~ t ~ i t
f { PRpPOSEb 36 ;RCP { N N
I fNV.=717: ,v~._...._..,....,w.. w_._... .w.,.... ....._M_.w r ......r . ~ ..n.._. _ 710; 710
E 4
{ , ~ i _ _ . w . _ _ _ ~ _ _ _ _ . . _ _ ..._M. . w
t .J
s
j 70C) . ~ i . . v . w... 700
I t E ~ ~ ~ , , , ~ t ~ i ! < , . . r . . _ . _ W
3 Z
f } j + t 1 j 1 ~ ~ i ~ , s
f i ' V c : r r S ~ ~ t r,. a.^, } ± i . . . . ,690
690;.~..,~....~ ~ w~.. ...M._ v ..a. j
z ~ , f 9 }
i i , s. ,,..I, t i ; ? ' a ? ? i f i
t . ? { 3 i
f j ; t , z r, ~ ~ r ......,a ~ r j u, . ~ ~ ~ ...r.. , ~w . „ u
681! ~ .,.....,..,.......a. j k i 680
s i t ~ . ,{.r _ . t
j i r i i
t i f , I _
t ~ ""i S 670
I i ~ i t
t . ~ ~ . I . . , . _ _ _ , . _ . . , , . , ~ POS B4 _ j
i : s S i IN 7 ~.--8 q;21 uJ
i i a _ _ ~ ~ ,M , ,
w.., ~ ~ w..(~7. , h. ~ , . r~ ~C7 ' y0 C~ ~5 <C~ fC) f~ . ;4 ;t'J.. ;Z~ . ,,Q ~Q~ in C~ ;tV r.,.~ r- r.? t1'J; (0; tfl; tn; f`~? C?~ c4; Imo; I`* U; (.0; Ol'J; C0; ~t' ~7. 00, OU; N 00; d-€ 'd" r``i ~ . ~ .,tn .,l(? .!tt7 . ~ . .;I,n .,t,f) .;t,n a ;o a ;a o ca ~a a ,a ~ c~ o n ~~;c~~. ~c~~. ~o ~ }a ;-c~. .;n.. -;Q... ~ op; c~, m; r~. oo, N. ~ rn; co, c~ o; oo ~ ~a
M' op; ' •3 co- oo' rte` h aoM M rn rnM - a ad rnM, tiM #MM ,oo rof ai h ;r; c6 M; M c6 ,~i co !co cti c ~i ;cCi ;co c r,, r: cv N cp; "`7 cJ 00` h O; d•; r` O Ct3' T-' f`- ' N' 00' d' c7i` ~z r7 M; N 00 O CD (p t0 M?Ci7 tD t0 tf)tSJ NtL~ to Cfl tU r {17 `t,0 ':f9 {fl (S? 40 "C~} ~D ~0 :CO t0 ;t4 (fJ (t1 t0 (L? t~l CO t4) t0
r-~ 4`7E M4 M; M; Mrr} ; ;M M p,~ M M MM M N7 M ¢M M M M MiM M r I.M hM M rN, M r, M r M r, r M r•M r"M r.; ~K1 M r~ r• r r,; ti r h r ham, w_.. M }M;) j~ to r-, to v) TO N n N M M it'7 o ` ;Pr3 to !p } fO~ O;n C),~ 00;000 f i?~7 ~ M n- ryr) r, rr) 00,M 00 ~ (3~ ~r ~f f _ ~~1 Y 1 //'~//'~i~ (0 (n{ . L`... , h r, I`~. ,h , h ,.w..,._ .tt`~ .ww. h ,f......... C~_......1~.. , ...1~.. CD Ch, .._uJ CD t0 tD; T .a.....w ~ J a
46}00 47+0 4 49f00 50f00 51+00 52*W 5344 64#W 55+W 574W 584W 69400 m 61#Oa 2+W 83#w 654W 884o0 87+00 88400 8900 7000 7'If00 72+00 73+Q0 7400 76+00 < g M: V)
cl o V)
Z p M Q W
z >0 LL
0 v)
W J Z 04
F..
C W Co m
0
W ui
W
H 0 0
t~ C N
eC L O
w
z
L Em. G Em No D L W.
689 689.0 EXISTING CL SPOT ELEVATION \1,11 ft„
"rr 1
689. \A 100 50 0 100 200 300 , 689.45 PROPOSED CL SPOT ELEVATION S TALBEA•%%
.o.a EXISTING GROUND SEAL
- ENGT~G & PSG CJ?NSULTARI gSULTANTS S HT. Shy 350 19
SCALE IN FEET 26421 4944 PARKWAY PLAZAB(NJ?LEVARD, S1U1TE350
PROPOSED GRADE HORIZ: 1"=100' VERT: 1 =10 •N~i~E~:• L' CHARLCTM NORTH CAROLIlA 28217 A 28217
C PHONE. 70+4264070 FAQ, 7044 0026.M
'llfilf,111 OF 140
e, q www.tolbertondbright.com 2 l
rymmwr-....,.....tee - - -

,
Ln
F---
d ~ Q
U) z
CJ Q
U W D
O
V)
0 U
Or
~'3 a
fY d Lij
O w ~ LOW POINT ELEV = 739.38 HIGH POINT ELEV = 742.1 ~ V) <t
~ CJ ~ o LOW POINT STA = 27+76.88 HIGH POINT STA = 33+30.64 W __.f
~ o ~ PVI STA = 27+5.88 PVI STA = 31 +79.52 W cy-
~ i!~ a > PVI ELEV = 738.63 PVI ELEV = 742.91
J w A.o. - 2.5000 A.D. = --1.3300 N M d' l~'3
UW w ~ , ~ ~ . r t r .~~.,K.......45,1,1278.....:_ _ ,
C~("~ n: (~y r . 250.Q0 VC r 6oa.ao VC , 760
mm Ni ~ N t0 0'
W. - .,...m ~ r~.. C7 ~ N
W ~ N ~ h + ~ - d-
~ M aca F - F-- U U W W N ~ W v 750 n cL N - a
750 ..~_..,_~r-_ _ ~ N.i FUTURE FINISHED: GRADE ~ ,
Wi ;,W s ~ U. to U tI) U w C.~
t ~1~ , . , , . . r, ~ _ o w ~ ~ ~ w ~ ~ , m z Q > d w z
LYl l;t,! CXl
r _ ...~e ~ f ~ , . ~ r . _ _ . r , , . , . w. , © U U z z
74 f .~..~..E...V..µ.._.. _ _ . A , 1.00% i ~ 740 o " W
-a .33~ W t~ CC < Z ~
.w.N. ~ , ......,w.,_,. w~. . , r. .v. . _ r-. .
7 0; _ 730
i 3 ~ ,
7 , .r ,
ff PRaPOSED 15 RCP.... , , _ .w s, ~ INV.'-729.0 ~ ~ PROPOSED 15 RCP: to
`PROP(~SEO 18 RCP } RCP ~ INV.-728.08
(N~l...~._.~27..~.9' 7z0 . u,...,. _ . ~ ~ . . ~ ~ . , w.... _ _ . '720 a- Adak
4 ~
710;. m. ~ _ . , _ E ~ Q 710
r.. ........w,.....
}
CO)
700;,. W.~, , . ~t...~ ~ . .ry ~ u , C, 700 ~ Q
f } ~ . _ . _ ~ a.~ { _.~w... ~ _ . v..., , .~...a r..~ . . _ . w,.. .
,f z v
690: 7 1 690 a-
Z
V ~ ~ ~ ,
680., „ r , . r _ 680
670 670
s ~ ~ , W
i r~ ~ r"
~iVrp! o<-- d'?~ t0,~ tn;~... .!,~f'j •U) NON C~ h ,f`, ~ t~ Ca ;tf'1 W .N ~ , ~..w . . ..j0. ~ .fem. fQ . . . - . ~ N d`~ C,7< fJ. 'ct'. w-- i'r?, ~i QG; N, ri', N: N7, tn: ifs; CA; tn7 N g-,~ ~ , ;a~ _.:N .;t~ _,•sf~') _ .~C~ - • -=~Q ~ rW .t0 .,tn ..a~ ~ ,.U .COQ ,~tQ _.;N ~,M .N .~C7 .;00 .1~ ,;tn .'r7 ~:N ~'C7 .00 t~,{~ ~t' ~ d' oQ 00, «eC
N U° U'° UIUi W, W' Q71° w GU r- Iner' LO d rn ,d- ~ rn -0 f In rd- Ind ¢ M M r~ d" id ~F d' e4 N ~ iN r` .N W N QU ty c~'~ ccr r , . r);- N N Q O O. ri d? © L0, N d a1 Q7 CA d Oi N Cn ~ ~ aj r pp cO =pp Opp Opp c6 td, "t ;d `a`rt eI"~ d Lo tf)tf7+~ U?-d tS7j~ Lo tt7 d' toLf)id ¢ m~~d' ~d- d ; tJ7 N Na N z
...r`~`` i r,n . . ,..a'~. ~ , C*~.,_ . 'tom.-- ,.,~C`...,.. ......:h ~f~. ~ I`•,....~ h,.,,,...,...,.
26#0= 26" 274W 26" 20" 30" 32*W &S" 34*W 36" 36" 374W 38ow . 3900 400 41+00 42400 4300 44~! 46+00 46+W • ~t um U
. o
L;j
LL. <
-0 0
J Z
IWM
LU
~ w v
Z , W
C~. o
ry
rr~/r N 0
Q. O
W
Q z
LEGFEND W
689.0 EXISTING CL SPOT ELEVATION 111
CA v%" Tf-NT o
689 ; r 689.45 PROPOSED CL SPOT ELEVATION 100 50 0 100 200 300 TALBEAT&IJAiur
1 EXISTING GROUND - :a SEAL ~ ; - ENGRZ.IftING & PSG tJNSULTAh NSULTANTS S HT.
SCALE IN FEET - 26421 - • = 4944 PARKWAY PLAM BOULEVARD SUL'I'E 35( 18 D, S= 350
PROPOSED GRADE ; v 4, = ' HORIZ. 1--100 VERT: 1 =10 , . ~v •..GINE,• CHARIMTE, NORTH CAROLINA 28217 . rA 2821?
C K PHONE. [phone] FAX 704.426,600 426.6080
1!1!11{! 1~~, OF 140
www.talbertandbright.com B 17,
- - -

A
_ . . . .......M _ .r,_..,.._ _ . ,u.v ~ , _ ~ . ~ . , . , , ,
tl ~ ! E t
~ ; ' } i t i e r ~ 4 ~ i t W LO O
f ~ i 3 , _..,,M, u ~w _ 790 ..w...,,..._ ..w.........~._ . 3 O
{ t ~ a j }
{ ~ f j ~ r i r ~ ~ ..ter. vi.: ~ ..,v....
` .....n ~ .n i 3 t Q
s } j S ~ ~ # i t ~
i Z . .,-....,...,...a... Y,. .,M w r t
~ 1
JZ f ~ , w..~ __~A ..,M, ..........r.v..
. ~ ~ ..r~_ ..__.._.w , r.. r z a Z
w j ~ f ~ f ~ ~ f w E ~ V) O F-:
o ~ i t j r ~ ~ „ , . ..w ......~,.,..,_......_w _ . ~r.._ C,.. 7 ~ ~ ~ ~r 770, ~ W U C~ :D
` ~ E ~ • ry
d ( ~ E ~ , ~ f { ~ ~ r,, . , . 1 x V t i, M.. »M. .M,..4...,,w ~
..w ' i \I t 0
E i ' ' f rr ' ? f ti U
~ ; t s + tyres ~ iw 760 f ~ _ i _ _ 1760 O
' ~ ~ t~C hM . ~ ~ ~ 0 LL- 0
5 t ~ ~ j f S ~ ' ~ 1 ¦ 1 . V)
~ , , . r O S r i # 3 ~ ~ a ~ ~ W
a + ~T ~"INlSH~D GRADE j E-,..I FU, URE ~ F S W a CIA W w
' w.. , . , ~ .,,n. . . ~..n n...a...... .,...v ....v. .w. .............ri..n......ru.,..........,..w.....~..~.v. .n...m..... ,«r ~n 750, ~ _ _ _ ; , ..._..._'750
4 ~ i i / Y
{ W t
f~-~ J ~ , { ' ,w ~m_... ,...~.....r~,........ ..M....... ~,.wk~ ,....,....,..~.v w.,.w
{ N ~
`~OV/ 0 7,q.o~......._ _ .i r, y. w... 4~ _ _ _ . _ _ _ 740 © O LO N
o.~¢~ i i j ¢
i ~ ~ i-- F- 0 ~ to C)
m Ma... ..,.n., m ~ . .A.. .LL ....w..... f i 1 W W N Q W CL CL N
~ S t w~r~.` ( 1 r 1 1 ~ `~'+r i ~M 1y~ f ,
1 ; ` ~ 1 f 4 i ~ ' i ' ..yr ~ _ _ _ _ _ _ - 730 m z Q CD Z m
m. ..r n ...............n............„..i.....,....A.. .w. Miry .N. . 730{ l Z S ~ ~ ! }
r ~ r i ~ t ~ ~ F E : Cn 0 V) W Li U)
r ~ i ..~n . , , ~ r m -.,.~i ,v, . ,.f.... . ~ t. ~ E j h Z W W Z 0 - S U LJJ
1 t ~ E i 1 rf ' ~ ' W CQL' 0 ~ _ <L
t ` E i 7 i f ~ ~ 1 . i 3 _ _ _ _ , . _ _ _ _ 2~ 0 CL CL 0 v
. , w , r _ .M- . -.a...,. . w. ~ . Wis..,., . 720;...-.....m~...., > . _ ..mw,.......~w w ..,..,.,w. _...w. ~ ..~~~~....a.....,,; y ~ 1 t i _.7
A iE ~ ~ . R'MIM ? ~ i ,
i s E t i . . . a.~ . : i
Z ~ t y t E 4
i M 1 ~ Y N ~ f
i ~ - - ti .,.y y ,y...r 710 M . M_._,.. ..w... r . , ~~..r-..... .~i,..........V ..w _ _ _ _ _ _ . _ _ t_. _ i_ 710
~ 1 1 ~ ~ 3 A 0 ~ {
~ } ~ ~ ~ , { y ~ ~ ? 3 ~ j t ~ . . _ _ ~ _
Li. PROP05ED GRADE BY OTHERS L- AOL
H ' 3 ~ ~ $ ~ ~ , a
,w ~ 7 V U` ; r r ~ ~ . , _ _ __.__.',700
M,' t W { Y t somm
J t N W1 . ,.w. u_ . , ..k . . ..n. r ? ~1 s _ 0 4<
s ~ ~ ~ w..,.... . ..w_.. , ...........w.,~.,~....,..W.... w .w, F ,i ~ J
r i
e 1 u,w._ M , ~ 690 ~ w.~.... F ~ ~ ~ r, ~ _ _ _ _ _.__.:690 s ® z
~ ~ i s f + 1 ; ~ t } ~ r ~ ~
~ t j E r i 1 i l _ _
~ . .y.._ . ` ~ ' g...,.. ,..,,-........,...,.,...,.,.1 ,
i E ~ i I r ~ ~ ~ ~ / ~
~ e 1 S { f } } i S yn~ f. .,.w.,.....e, . . , ,..+,,..m .,i ~ 't' r z
~ # 1 - ~ E t 2 i
~ ( i ~ ~ : ~ s i f i ~ W
? ~ r ~ i ...,..M.. ,.e ,.W w . K..i.. .M,~ { }r, i ~ ? t S i ~ ~
i i i ~ E ~ ~ ~ , Z
1 3 r r r t i .
670, ~ ~ . w. _ e t i T ~ j ' ~ ( / t ~ ~ t
~ ,
> : ~ ~ : r 1 t { tV v PROPOSED. 36" RCP \l _ _ INV.=669.36.. . _ _ \
J
1 i _ \ _ _ _ ;660
66C? ...r_. ~ ` t
q j i ~ ,
> ~ ~ i F ' t 1 m...,.,..... W... 3 S _
y
~ ! y f i ~ n i ~ ~ 7 'r ~ ? ? ~ i r , n
.,.,....b ..r ~ $ i : i ~ 3 ~ E 7 1 4 \ 6
r J i ~ ~ i + ~ ~ 4 i ~ k i i
} } i ~ ~ t t I i i ! ~ L ' 1 t, 'P ~ ~ r ~ ~ ~ ~ ~ I i u W
' ~ F ~ ~ k t i ~ a 4
Y f ~ ~ f t t 1 j E 3
y, 4 . . 640 rte. i!1
~ I t { f {
} i ,
1 { t 7
E JM
: 3.. 630 630 ~ Z LL LL v
i
, W
J0 CL 0
{ Iwo
620 p QW
1 f ? { b CL Z
I 7
f C..
1 610x _Q) 00 ~ 610 W
co 00 M _~sar h d 4 '~f Nu d' ~ tw) loo N Cb C3 fit' ^ iN N;CJ Cnt U7 4 t~ 'd. Cn ;d~ M r NN © ~C? 4 . C~ U7 ,4 . ; . p. N N` ' N ~~i ~ of Nwi ~ ~ ~rn Q00 ;ao a0 ~`a~ ai to N ~t to.- U7 ~p QOt~ ~00 Lo;u7 ~;O 0.7 Qq: Ch} u~! ~ ~ ~ N = W
(D NN N O N ~N 4€N N{N 4 4 t' M (:M ~ M "~~d d ~d ~4d N d NY`i- N!d M M M ; h M t~ M ~;M cp M ~h d- dirt ~j~ u~ d d d rh,~t NJ 00- Nt 00 f\ p r <rn hiW (jo; Lo Lo, <
w ..J _.r..., 2T~+00 128 130#W 1314W X2+00 11900 1200 121+x}0 122+00 12300 1244W 126+W 126*00 1 J"~ ~C3., ..tx ~C2.~C? ~Q , ~Q,...,...... _ ~Q., .............1..,. , ....w... ,.w.v, ~U 133#00 1344M 1356W 136600 1374W 138*W 1396w ' 141o 1424W 143+00 14444Do 145400 :C N
~ a
w
Q
L rm Avak omm MIUMNLI) z
689. 689.00 EXISTING CL SPOT ELEVATION ~~lttn ttrr LL-
689. C 689.45 PROPOSED CL SPOT ELEVATION o
1D TGf 00 50 0 100 200 300 TALBERT JGHT
EXISTING GROUND z v
SEAL r . . = ENGINEEENG &PLANNTNG CONSULTAN SCALE IN FEET _ 26421 4SULTAN7.''S S HT.
PROPOSED GRADE : -cT 4944 PARKWAY PLAZA BOULEVARD, SUM 350 17 S= 350
HORIZ: 1"=100' VERT: 1"=10' '~•F 4•; NGiN , CHARLOTM NORTH CARDlJNA 28217 ik 28217
FUTURE FINISHED GRADE PHONE, 744.42156070 FAX. [phone]M E26-M of 140
www.tolbertandbright.com
d~
- - -

q,.. _ f }
k i j 3 3 l ro f j ( s ( r } w LO
i i ( J i i ~ # ~ ..,M.. i_.,.._.. 7.. ,...,r ; 3 ( f _ . w.... w.. .,,m... ~ , Q 760
1 V V ,4..., , r , ~ ' ~ ~ ~ i j , ~ ~ , i O
! M j t ~ 6 i 1, 1 1. I t , t < '
< r t ~ M. k € { ,..T
F " I ! Z S ~ 2 ` ~ j '
~ < ? t _ r t • ? W~ S f ~ t ? s 5
~ rv ~ . 750; ~ _ , . w. _ . 750
~ Wt ' W E ~ ~ ~ ~ ' UTUE FINISHED: GRADE
+ ~ , , , ~ ~ wo..... V)
~ 4 { z _0 z
{ ~ ~ i < ~ , tI7 0
i ~ ~ v t y , 740 ~ , _ _ w ~ . _.....~...n , . , _ _ , 740 W v ly-

~ ~ - V)
.F~_,...w..~.~, _ .~,...w._..~. . ,
, i
, .w,_.~....... _ _..v _ . , . _ ~ t' c r i , 3 730, ~ - , i t ~ - , i f C ~ ~ . . _ , ri_.. 7 3 _ _ _ . 730 0 w
€ 1 y ~ i S } 3 4 ; ? ? i / 3 , i ~ i ~I
i 4 ? ~ j j ` f i > ~ k _w._.....,.. . u ~ ~ ~ s i ,_....Ml..~ r... _ wN ; . m w . co
i 4 i w.~s.. ~ { , .~,,.........~,.~............M....._.Tx~.~~...,. t .,w M. 5 h ~
.r" . E r { w
x ~ ~ f r+~ ~~,.r. T~ ~ ~ ~ ~ ~ ~ ~.~.w...,~ . uw~a, r , . , ~ . _ w ~ , . ~ ..r .y ~.r...:. n....ev., n..e n~.n~ .v. .ir ~...nv.r.r.-n.... .«.r... , W,..v.,.~ pv ru. ..„..r..r .n . :n.n. .:.v; ~~r.. w.. y.4 w.r....n~.a~-.n. ...n.. w.av.. . ~ n...... r 720; t j~ , ~ w. . 72 720
, ~ r r-- N to d- U')
~ , r ~ f ..1... Y . . , ; . ~ , _ _..,w. ~ w.. w , , , rv
` ,...mow. ..~,.,~....+.;~„v„, v..,.-.. ~.H..... i. ......,.,..,....d........,.r...~... 1... ,..~~.N ~".....J ~l t. y . ~ , ~ ¢ r I ~ :
S ~ ~ ~ ~ r I q ~ t f < x N
~ e ~ ~ + i ~ ~ i 2 1 . . N . . .r.._. , _ , _ , . , _ . , _ . . _ _.n.. O O A.........,_. 710 O o
4 ~ f
f f t , , ~ , , , , r ~ , t ~ s F- h- © :.Z to U W W N Q w
s ! j , . _r..'._.......w ,..m ~ t
i J
j ~ ~ i i < ~ ~ - . 70 ray ~ C,7 ' ' 700 m W z m
700 ~ ~ ~ _.N.. . 3
r F-- m z © U)
, ,s., ..............k~. _..W~. 1 i. ~ 3 t ; v t ~d...... 0 U Fn 0 0 Q w ~w
{ ; ; t
, , i , i u.. , _ ~ , _ _ . , . . ..v...~ . _ . ~ 69 a cwi. ate. o I s
~......v, f' + 690. w..~.~. . , ; , , , ~ i ° i v ~ ~ { ~ ~ } t s 690
i ~ { ? d t i r e t t
w ~ ? ~ ~ ~ { ' t ~ ~ , a J .ir.. ,,,y., .....s„_.„.. _ ~ ~ ° r ~ _ ~ ~ ..w . _ ~ 6 ,
' t ~ t j ; ~ } t ; T ~ .S i ~ ~ I i } j y }
q ~ , r F S p f x 2 ~ Y... . 68 680 4A
~ ~ 1 ~'HN ~ ~ f
E l 1 + t , ~ } i ' f i i } { l , 1 ~
1 ~ 1 ` a } 7 t ~
~ ~ < ? ~ 1 1 ; S } ~ ~ ~ ~ '
i 1 i S ~ J € ~ ~ - ~ I ! ~ t s ................w.,„...,.,,_,... .y.. M , + 7 f t 1 ~ ' S , 1' ~ 0 CL ........................670
f r q f _
' t , i i ~ t
< < i t . .....,.w_ ;w . .._..M , ,M Mw,. , ~ . . ..1 .w .i_,.. j,.
1 i ~ ~ i ~ ! i J
j ~ a , ~ , ` PROPOSED 5X5 BOX INV.=663.3 2
r , y , r A~~~ V V 0.% ('K.vy~ j n i~.......... ..:...'{t"f . ~ 3 "a / ~1y47 ~ j~::~:..«...~ ~ wyy J'W W n ~ J ' \ i~ 4~ ' a ~ ,.'V..,... ~ `i,I.~,~i `4 ~ q~.,,7 ' :ii J N.~'... j.. +y,~.._. ~ erL ; ,/N~ P tif, f ©i tv. "~J, t+w,i C~:. rn N;~ rn,~- q:cv N;rn ~ ~ ~,d- ~~c~ ~ ~t ~ m ~<c~ t~~.... o~~y. _,~;.=l .q,.~._ r.,~ ~ , . t,,, ~ 6~ ~ ~ ~r h h o ro~ q.~ ~ :a _.,.....660 z
~ N;op ~a'oo N N~rn rn~o Nf~ cad ~ '~~t- ~ 4~. ~ ~o N;rn ,;o ~o ~~r~ ~,M ~!d- N~ N;~ ~;w ~ .f "7 ~jx~- aiad~ N~ "wig u3rt ^a~ 'd'am N~ a~u) ~;u~ ~'~i ~i~~i ~i~i ~:';~i t17 ~t0 Nip, 'Ch;oO x;00 ~;tn tip u1 ct):~ .N M ~3 ~ ~t ~ q;rs> to. Imo- ~ a0 N; r"~ U q; chi,-- ~ ~ t~, u7 ~i ~<~j ~ ~ ~-{(j 0(j c~ CJr,Qr ri~ cptD CiCf~1 '~tS3 ~t4 N~~ ~~m alC~ N~ n r Cj~ p' G ~
r. oor~ ;rri N~ ~ N N~ N! r..~ r.. ~;M Nr7 N~ N~ Nr~ N~'`~ N;?~ M~~ ~M "~;t~ ~ N~ N~ ~~y r*) ~ h ~ ~ ~ ,r7 t~; (1~ ~ ~ h. I\;h ~ h h h ~ .....h:~_. , ..~:1~ . ,w ~f*-... ~ i*.... ~"f~..... ~:th.. ~k~ .r` C'~... M "'tY'7 ~`'t17 q~ Oa:M aC)M~ (At,'7 h;r~ R'3r~ ~~M o0tt+~ ~<~3 t7a~N7 C~~ q~ q?'7 qty qM ^t~ t`-~? r-~} t'V~ N~7 ~'~iM ~-M hSM qty q~ q ,.i'_~.. a~ .._..1`~.._.. ,CU C~. ......P~-.. . 1~. ~'`r ......,i , h . . , .,t`- , ~.I`~ , ~A., _ ,nth _.....~,i`~.....~, _ j`. d
'..`L :7. mow..,... .....>>A.~`, V _ . , _w ~ ~.~f~ ..,I~,. . 67~? 6 70100 7`13 72#Oa "T3~00 T4+~00 6~~OQ? 64±0 X00 ; 8600 ~8~00 , 74+00 7600 76+00 7T ; i 78 6200 83+00 84x00 8500 8600 67+00 66}00 69(10 , .
, r , M..~.,. _.,M b.._ ~,N~.;m~ r Y __A.,... ,.~.,...wM.,..~.,,.,w.....,.....w_ ~ , , i
c 3 i
~ ° ( f i ~ G i , s i , ~ j F TUR FINISNE~ GRA~E~ ~ ~ ~ a , U E ~ ~ . w...... ~ rv... _ ~ , , . M . . _ ~ ~ . r.. , ~ , , . , . . _ _ .M W
75C}; ~ s 750
# _ ` d x t x ~ ~ ~ a /
{ 1 + E } ~ i , i ~ ~ j , ~ ~ ~ ~..v , . ~ . ,
( + ~ ~ f . v . s 4 c 1 i ~t ( i '
~ l ~ f ~ , ,
, ~ 3 < - ~ ~ , Y 1 74C}.~.w,.~.,..,. M._ ...r~ ,..x,.N..._,,~..a~~s.w._.~,,..~~~..._....~..f..~ w ~....w ..w, q,...rv.n., _._.nµ.. , x 4 i , . w.... .............n...,........_. _ , . . . .w... . w . 740
i ~r f 5 n ~ ~ ~ ~
~ ~ t , t 4 nw.n.,. n-. vnn ..1,.....n -..+r+v.,q.r.,.......n.r... n....... n..nfrr.v...... i.....•.w n 3.,. .e..,r ,n,..v...w .....rrv t.. .....mn ~ ` ~ ~ ~ i n._:_. _ , v:..
> > s y t E ; ` ~ t t ~
i i 3 F t , .-r-r
t < ~ ~ ~ ~ ~ . ,....r ~ w.,,.,..~.. _r.~ , .....u......„ 7 C) .w s i t ? '1"' Q.w........ "~"'.......a... 730
E ? Y"'°
t 't Y j a ~ t ' S m. . a ...n .~..........n.-,. . ..r „ , , LL
.yJ...... - .v. ...........r.1 .~,......w...+..M...n..t. -r ....~...r .,m.................. .r.. .r...a..rr . w r.~.:.. .r. r ..,n.~... ~ ..w.... t > 4-1-111-1- 011-1,
{ L ~ ~ ~ ' F ? S '
~ ~ ~ 4 . i i ' ~ ` ; , i 3~. _ . ~ ~ . p........,... M..,.... 720 W
r 1 j ~ 4 ! r ~ { + ~ u ~ ? N 1 1
PROPOSED 8 DIP F ~ ROPOSED 8~ D!P W ~ ~ , ~ , ~tiv«~~~ 8 DIP ~ ~ r iA W u W
_ m. W.
1 r J E t r urri J V) d 710
71 O f { i f f t i } ! ~ t r } 1 1 ! i 1. E t W
. , j
{ 1 t f { } t S i f o U.
1 f 1 ~~1 6 E i r 3 ~ m
7 .700 ...t CL cq
i 700 S f, }
f f
i € l 1 i t j C~ ~C W LU
t t i t P~
t
690.w µ . A.. __a.........µ _ ...r_ n.... , w...,.. . , e....... . . . . r,... . ,...r............ PROPOSED 36~ RCP 690 p •r.r•
INV.=685.74
~N n0,© h~ tit Nei,? RJ;h O;~r N .-cn tticp.. .......N h, ~F . p~ ....r~} ~'.o... LU
~Y t r. p~ W O Iti.;~- NiN d N M -4 h+Lo Lo't17 NCB N 'b to r- 4~ N ~ M Nei 'pfd c4 00 o0 cr ~ Oa o N r- ~7 N ~p u'io tti!c~ N Vic) ~'o aici ~ici N od;;~= cv
1 • ~ ~'M ~'M ~'M { I\ rn a~ ,o 0 0 o N N. rn N N N d N'~ N d- N d N':d r-'d C3;d d R~ d aC)e~ Cn.t pd` ©d- ~!d r j~ ti q<d Q;d N' `f N d N' ~d r')` d- N? d- tit d- tit d hN' N;
680. h r h n , _ ,r r~ r r . 1034W 106oW 10840 1V7+W 10& W 100" MOW 11100 11200 Wl*W 114+tIO 11600 11600 fIT+00 118{f0 6so
C N Lo
{ 1 t . a O
( 2 W
f S } d
f P 1 a m G& L E N Lw) Z
E 3 , ~1+ INV.-675.012 J
, j 689. 1 + 1 1 3 689.00 EXISTING CL SPOT ELEVATION +~+l +f,,
4 R 10 , DTGJ 00 50 0 100 200 300 C
` 689. Y t r { 689.45 PROPOSED CL SPOT ELEVATION .••`~ss i TALBE . o.o Bi\.L
i + . . . v., , , . , 4: -IS IV- EXISTING GROUND - SEAL
MJ' d' ^*1 V LO 10 LoLO ~1l "V W J ~ N 0 ~ CN N "~,tv M . CJ (01 rF° x;00 Lomb tl oo M' rn 4"o) o) ~ `rn (0 CYi Cri c7~ N tai h oi 00 b) o o) I~ loo a0J!"~ f10 QO ~0{OfJ ,00 00 0(? Of) X00 AO ENGMG & PSG CONSULTAN SCALE IN FEET _ 26421 .14SUTA? M S HT. 16 `
M ,M rnM (3)1 M rn M C~T7 O M o M Q) in O7M ~-;M , ,`Erb M M tf? NM NM r'7M N } qiM M tJ M ©'M M 00 te) CA rn . h mo.. t r.., + I 444 PARKWAYPI:A7ABI~IJLEVARD, SUM 350 PROPOSED GRADE HORIZ: 1"=100' VERT, 1r,=10 ig .SIM350
Op 90 00 924 9 - 940 96~w Ww 974W 984W 9940 9kW . CHARLOM NnRTHCAJftOUNA 28217 A 28217
t C ~t PH®NE.704r4Z6°6070AX.704M4~ FUTURE FINISHED GRADE f26.M
Z'~ www.talbertandbright.com OF 140
-

3.,., ~ t...., .4 ....,.1. .~J
~ ~ t ~ ~ 1 i } i i f i ,i ' I i ~ 770
} ~ d i r i ~ ' ? ~ r i ~ t H 0 Q \
3 a. ~ ~ .....~.w,,. ...M. _,r 770- _ ~ . , - . , .....,...w.w...,._ t,.. , ......w.. _ ~ , . v . p 9 i © 0U`
{ ~ ~ ; ( z i ! s r /~y W
t i ? i ~ ~ , , , , i,, , . .x.11. . _ u
,e..,. ~..n...,. ...k.m. 1~° ~ , M p~ s ~ 760
{ ~ j r t Y g ' ~ ~ ~ y ` -
z ~ ~ z YW r r , i
76~! I ~ o ~ ~
I ~ ~ t r i S 1 i a V)
~v... r r r . ~ ~ ...y.a. . Z...n......r .,...v.'': n.. r...i ~rn. ~ , .v .r+....n n r..~, v ~ , ....r" 0 z
j k Y $ . ®J FUTURE FINI H GRA , 750 , S ED, DE ~~r r! in 0 >
f 7 ~ ~ . 4 . _ _ ...~...u . , . . , . . , ,v W U
750,... ~ r W ' J LL' ~ F--
s ~ ~ t i j j I a i . c.. ~ _ _...,s Cn
i , ~ 4 ; _ ~ , ..~,.w..._.,. „ 0 C)
a 1.0
i t t ! i i r ~ r i ~ - r f 1 i ~ 44 , . 0
740; ` ~ ~ ~ i i /y i ~ t LL. n
j i . ~a 4 $ t 3 , 1 a { i , , ~r.. . •
f r ~ ~ j ~ r n ~ N,.. , w ~ ~ i ~ ~ ~v.w ..,.a, m ~ 1 } . Q
Y ~ t E j 1 ~ ~ ~ 1 i q ~ i 1 ~ i 730 f W
~ ' . „ M z.. .w l/
% r ~ 730 ~.,..w.....w.~.,....~ .r . _w..,, , w ~rv _ a ~ . , ~ .M .r . . - i I t ~ C14 n -It Lf)
i ? ~ ' j ~ ~ ~ _ - ~ ~ i i ~1
E _ ..w... .,G. .,..k,. ,...i.,,. r ' i ~ i
E ~ t i l~ ~ ~ § Z 720 J.. C~ N
r i { ~ i A F t11. W , ~ 0 C7 LO
7 _..,.n. ,.,W.~ ~a:.._ w..~ .vM...... r W , N
W F- t- C7 ~ Cn U
z „ v._. w. , . . _ ~ . ww _.n..._~.~~. ~ r W W N ~ Q W CL E2.. N ~ O
I 3 /^w - ~ ~ ~ ~ ' ~ ~C 710 ~ Q
J r 1 ~L I,I. O. _ .
M v ~.-,,,y- ........M,, 71 ~ ,.,w r r i V ~ ~ ~ i 1' m z C7 W Z m Q Z)
i 4 ~ I ~ , ^h i ! Cat a 0 W
r •.,M,„,,,,...,,...,.,.,.„t„...ems : A...r..... ......~:,..m,.,..n....v..).«.v..,...a,ew..........,~.,..,w,. '+e ,:.......,.y. .w.n ,r... „.~.-i.....,..~....,,,.... .,v.. a ......,r r~...,. N . _ .r.. ~ r,...._ f. .4,. , ~ ~ Z W V) W . W Z Y 0 W
` ! i ~ 3 ~ r ~ { ~ - f h ~ , 700 w ° ° = Q
t ~ i ~ ~ 1 ~ t ~ ~ , r ~ ; ' , 7 t i f ! t © a. o_. © C) 0
~ ~ ~ " ~ ~ ~ ~ r.. e. „ ~/7 i/~'i..,...,.,.~ mM,.. m. ...~,,......~.,..,w.., w n. ,.....,~....,..,,..,~..,r.., ...........,..vT~........~..~......,...ms...,........,.-........e.-..,....,....v.u..,. ~M...,.... p,..,, f 1 ( j s r ~ i, i
( r ~ l j $ $ ; { , f ~ 7~ ~ ~
t ~ i ~ i i r € ~ , 3 ~ ~ i i 1 i ` ..M . , , , , . ._w, - . ~ w ~ ,n, ~ r .
r ~ ' i e r ~ i ~ ' f 9 0 690 W W
1 ? 1 { f ~ ? ~ i s E ~ i ~ 4 ! t , t ~ J J H H
~ ~ i t i F. i f i t ~ ,,r.., r..u.......,.,. . a... w,,~,,,. . „~w., . r , ~ Y i ! t t i V ~a... w..,..~.......... . , _ _ ,H.. . , _ ~ W p . _ . ~k w . z ~
~ C E t ~ t ` 3 i ~ ~ 1 ~ PROPOSED ~0 RCP ~ ~ .
i C E 1 i 3 R _ . INV.=693.84 a _ . _ a. r .
\i ~ ~6 ~lhJ~ ~r ~y 3 f (M~ tt~^ S I,(~ 'n (yw,, ~~I~ ~ ~h:~ n~, ~ ~ ~ . . ct't0 tpr- t4~ X1:00 e..N N')~.' ~}C3} °~';r N,~ ti~ N"~,,, CU'Q ".~ilf) d~~ O1C) QQ~~ C¢(A ~O a0ir ~N c..N X0;.1,() 0M d'r P`. tp ~ 1 0 tl ~ ~ ~ .J 680
r: tpr .1 CAS ~ N~ cv~ I\~ C!j} I\~ ti:i (pi r.: tD ~ cy nj?00 nj?pp (Q(`, t~:'r, x`04 ~%p0 Ch;l~y Qty ~tJOC? Q01 ~CTi ~<31 ~!Cn QOC7 N?Q ~+r ~ ~~:r-- ~sr ~;r O~t1j hI;N ~N ~':N "`N N'N ~J GIN ~ ~ t.,.N7 C): 0~. tai tSl'. t~'t+'") OEM p r., t\{ N rP'; ~t'':d' 1.O ;N N r~ ~ M ;r~l r7 ,~l d- d' d' ~"l`d' ~hd' tad. ~ of d' d' ~~d• ~d~ ~d- ~~t
~ ~ ~f";, d`% ~F d`; rh? eh ~1- ty; Nt r.? ti-.~ O; d, q) CJ Q' c`.? c~-Q- x ~....,_M_,r._. ~ ,v. ~ ~~~M i ~ h w..~...r~,._,.. s,_n_..., ~....w.......,,M..,..,...~ ~.,.__,,..m..;, ~ N. n.,,.,~.~,~.. a,.~, ~ ~ 1\ h h~ t~ r. ~ ~ _ . . ~ I'`~.... , C~ _t''~, P~ _ , ~ . ~ f`~ . h, . I~ ~ I`~. t`ti, fir h t~; I~ : I\ f~,, f~'; f~ P~. ~ n~.. "18~ 2200 2: 2~+Op 2Tt00 ~ 28~OQ 2+00 3t1+QQ 3100 ~ 32 GC
4
i r t
.J
t i
1 i t t ~ ~ ?
~_.w...,,_~..~ r..~ ..,~....w ;w...., qt j r. . r r..: cn 760
E LOW POINT ELEV 733.84 ~i
~ j , 3 S ~ ~ ~ j i ~ ~ j ~ ~ I e ' q r ~ f . . wy. r... + LO~V PO1 T STA' _ 59.97.7 , N ~ 0 , ® z
i i a r { ~ ~ ~ V A - ; + .1 Lo c=
< ? i ? i i ' ~ t } ! ~ w PVI ~LEV 733. 8 cn v W
:~M M ; ,,..3 } r . H 750
' ~ \ ; 7 { £ ~ 'r FUTURE K 22;56.48 FUTURE FI~JISHED GRADE z
F ~ ~ i .m. w« 1080 VC
~ 1 x f J ~ } ~ {
r......+..~...N
r 1 1 i 1 2 T i ' t i ~ 1 r 3 _ _ ~ . ~ ~ w... . ~ ~ . ~ . _ , v _ , . 740
t 4 i f r ~ ~ I { y
a , ~ t 3 - ~ ~ i < ww., . . , , i ' ~ ~ r
i , . , , , , w i r
i , r
t t , c , , v. ~ j.. . „w 730x, k . w~.. _ . 730
V S ~ r r ~ ~ ` f r. -
' r ' _ 1 "S" a,., ...p . j t b r., l j t f t . J/ ~ '
3 ± t P ~ t """`~^M1+ r
i f E F ~ 5 ~ f t , ' < < ~ i ~ (1 b 1 720
b m ~ F ~ ' s j E i E f j i z
i i f t ! i S I s t ~ i 3 ~ , r _ ~ ~ ~ ~ ~ ~ r ~ ~ z
i a i i E w..
, :.PROPOSED 4R RCP - 1 f
f f t k i , r ENV.=71 4 83 - cl) Cf) Q
4..... _,Mm w,w ,...,,.w. _.r.,, w~,: r , i k .0 VAL . . / V! _ 710 uu
co W
w.... s LLW
, J ~C `
F PROPOSED 4X4 BOX ~0 t1. r
_ f '14 7 0- '61' 700 J
v t ~ d ~W uU
t
k f 7
' i t 690.:»..,.,..,,,.,_...,._, _ , ~ _ , . 690
cc
.,.~w.,,..._„~,; , ...._t~5;~ _..M»~.~~ ..M,,__~~ .,..._,.,~;M.., _ _,N.,~ ~ `C~~~ ~7?C~ ~S,tC7 ~`i,Cn ~N '"",(fit,. ~jEtri .C~,~., ~3~j.._ ~p~,.. ~ _ ~ _ vi UJ w
CUl t tf? P"1,, ~'so CA'QO t,Q stn o'M rn ~ h oo ~o 0 ~ 0 h}~ f~'N N o ^•1 tX7 J., ~D 'N p)'o f~ qCf I`~ 1~ tf) 00 (t3 M r " le) N~ u~~ m,w o ~ ~ ,o ~ r• ~,c~ ,o a~~ r ~.Lo co o v o rnno h rn Lo 41 acv © d c~ ~ n to rn-t c.4 o W rn w co fq) ca oo n ao S ao ~;ao CO
h ~ - "i ~ Ns cxii ' d ~b a010 06ioi Q1rn N'rn of ~'rn ;a7 ~i aD ~ 0o '"ate ~ ^ 00 ~i!~. ~'r cv N.-- N 4i 0 0 ,o o ~ ~ ~'d- ~ - "7 N d- N NAM NP5 n?V) nio n M _n "'Z ? M r'7 r~ N r7 N M N M 44- cti p.; © Ito Ntfl ~!~si c~i h cct~cci ~'Lti Sri ~t> "i~ N:4 ~d d N iii Ui of ivi cri t1i Ri'r~i N~ NM V--;K) ^M ~;M Off; m ~ M ~ M n : M "ir) q Nth N~ N?~ NIM Ntn N Nab Ns~ N ©r~ OTe) d di d;~ °
68a. y¦ f r f ~/M `MM t 39~W t 40~W f tall?M9I ~~17 t `TI!~I r h r~ r r...._..._,._ r. _ _ . ...ice. _I'h . ..........h.._.,....,...., h, ;lw... ._..C`,,_ h, 1`~.. 14 h. h. _h_. L`.... , 4540 474CO 4940 48", 60,~W 51400 52' 64400 55400 56+0 57 00 58 00 69°0 80 00 680 CL N
rMM 32~ ! i~/N/~ 374W 6 t f f. i ; , 9 t CL Lo
y t i ~ f j i a
w
L a Em G E N Eft) Al--~ z
w
689, 689.00 EXISTING CL SPOT ELEVATION
AR
689. 689.45 PROPOSED CL SPOT ELEVATION 100 50 0 100 200 300 • . < ; TALBE T&
EXISTING GROUND tHEEH-A SEAL
- SCALE IN FEET ENGMMG P GC ONSUTAN - 26421 - gSULTANTM S HT. 15
>r a 49444 PARKWAY PLAZA BOULEVA tl% SUM 35C PROPOSED GRADE ),9=350
HORIZ: 1=100 VERT; 1 =10 w; •NGINE~ • aiARUYrM NORM CAR013NA 28217 A 28217
FUTURE FINISHED GRADE c k PHON& 704.426.6070 FAX- 704.42C.M k . , 42G-6050
.aG www.talbertandbright•cam OF 140
=moo
- -

0
W LO
F-- 0
© 0

o
. V)
r - - - INTERSTATE 4$ _ _ O Z
U) O i=-
. W U
__y -Mr-_ _ cr-I F--
BEGIN PROJECT V)
W---._v____._._._.___~__~____________-------------------__-.- STA. 10+00.00 0 U
N 540,687.77
J ~ E 7,412,078.47 0 ta..
V W n END TAPER ~
11 N 540,258.97 , ~
Q V~ ~ END END TAPER E 1,412,191.62 .--r--'-'""'___ Q W
~ ~ ~ ~ + N 54 V ~ E 1, ~ ~ .t N N 540.394.90 44, g ~ 90' 8,~pp iW
~ E 1,412,146.02
STA. 25+19.67 + + STA. 24+88.01 -P 1 quo i C14Tn -4- 1 LO
N 539,186.53 ~ ~ N 539,218.16°, W W . ~ ~,~pp r'''te PAVEMENT, CURB AND
E ~,4~2,2~~.2s v o E ~,a~2,275.89 PROPOSED WALLACE NEEL ROAD
I-- -1 Y- F I -I F F ~ _M ~ g11'56'~$„E GUTTER UNDER SEPARATE y~00 CONTRACT BY OTHERS 44293 pEGiN PROJECT N 0
lG.', 0 O a
~8*00 27+00 L~.44' per.. ST 2e.oo u.oo 2a.oo r3.oo rz+oo zi+oo 20+0o ie.oo ~e~oo noo STA. 10+00.00 STA. 14+42.93 N 540,696.87 N
S01'36'12"E L=31.66' 503'25'02"E R=2000.00' N N 540,258.97 E 1,412,121.52 ~ ' w W N CL Q w
1033.30 R=1000.00' 747.63 STA. 17+40.37 v=08'31'16" E 1 N 539,964.46 E 1,412.191.62 Q.. CL N '7
D=01'48'50" E 1,412,231.33
-c1'. m z Z Z)
W m ui V) Z W W
0 ~ U W
ui x ~ W = Q
~1
PROPOSED RUNWAY PAVED SH PROPOSED RUNWAY AVED SHOULDER ~Q
_ _ _ _ _
® Q
z
750 _ . _ _ _ ~ _ _ . _ .
O 740 _ r.___ . - _ _
O W
M ~ H'
z
~'-A fl V/ T
.1 . _ 730 _ _ : _ _ _ _
W
Z W
_ v_ J _ _ _ e _ . _ FUTURE FINISHED
2 ' GRADE / ~ - "
W _ ,
720 _ _ _
~ ~ U \ J -
wy....... _
_ f _
710 _ _ _ _ _ - r__. _ _ , _ _ _ r _ ~ ~W
\ i PACKAGE I' errrl~ Z
. S ~ FEES ~EL0IMF~UIURE ~A T.URE _ _ _ / _ _ _ _ _
FINaSHED GRADE (TYP.) Z r r~rs V
/UU J bdhw
t i
} ; C'3 W W w
i Z W . cr.
i J
6 J co
ui
J Z ow J ® .J J
Lt,.
0 0 ,r
u 'rr 0:~ C9 W z
r i ® Z O. LLJ
4-A
i
d W C) Z
.,.,..w _.r , w..,. 670, .,n Ln N a h;u) h 0 Oil u) O d' u) r a 00fu) Cola LO LO M Q f-, 0 c0fo C.01 U) h o u) ago M;tI) h o d.a u7 a u) UT O ;a u) = C3
,J ? o
X1 N W u7 huh N~o O;N K)IO (o h ~ 0 C~ N rnLn oo;h cD+.(} r i.N M:u7 h 00 O rtN u~??n 0) t-- OiO ;N :U'? M h N Q rn N P'')-u~ ~ h O'a Q':N 4 ~-'tn M co U-) 00 4 to cn 4 00. &C M+tf? h;4 to h`4 N tt) h'C M,` d Ct> 4 C3;N tf7 to d h h;`Q M N cD;tl) N h M 4 L0 N M;tf) `j h a7 O ~1 N (c) to 00 00 d'. C3 <5 (INY,
a Co N± o0r M Q?M QjM NM rn;d~ al~r tD4d tD`rt ~~j -tfj x-;00 M 00 r-'00 M-C3Y (60) r Q to Q N+O a Q tD Q Mjr r N N (OWN h.N NN LO a ~i Or O D}a o o uao ho ha aoQ ooa her h=r oar aoi- rnY : rn rsr or h to -tf) M tt'i in to r~,:(o (o (cy un h h h Q, h N;h N 00 N Op O; ao 0) 00 Lo ~c ? CL 0
Dih cU h tU',h cDh (01"- cD.!`- (b t-- (0`h cC>I~ Oh tD`h (D;r` tp;h T.h hh hh h h hh him t~h h h h tDh tD;h (Dh cDh cD h h (o r, (o h co h (p:h (o r` h h h,h I~ih r -r- f`lih h P. h r-, h`r-, h h h h; h€ a.
w
1 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 9+00 18+00 17+00 -a0 16+00 15+00 14+0a 13+a0 12+a0 11+0a 1a+00 9+00
z
LLJ
AM %%%Ill trig, LEGE",tou A U-
J 5af 0 1001 200? 3aaJ 00 ' < ; 1TALB rukar
6Elorr"&B ES 89.0 EXISTING CL SPOT ELEVATION Hrl"
689.45 PROPOSED CL SPOT ELEVATION ;a SEAT. r-.
SCALE IN FEET 26421 ENGINEEMG &P G CONSULTAI~ - RSULTAN S S HT. 14
EXISTING GROUND w -o J? J 4944 PARK'W'AY PLAZA BOULEVARD, SLTIE 35C 9= 350
.NG)NO J? CHARLOTM NORTH CAROLINA 28217 PROPOSED GRADE , ~ 1 =10' VERT. C HONE704.426.6070 FAX, A 28217
744-426.6080 k E. , FUTURE FINISHED GRADE \ 426.6080
•l ° www.talbertandbright.com OF 140
- - -

L W
Ld Q \
C3 O

to 0
r'. q*
N r
w . _
z
Z
INTERSTATE 4a5 C)
. _ _ STA. 35+67.56 ~=14.59 W W a- D _w._._... .....1. tf
W CY
v ~ 0
'~1 n W
~ 11 II _ 57,pp U, STA. 52+00.18 L=27.41' Q W - ,
_ gB+Op N 536,508.70 STA. 46+00.75 W ry
+ + N 537,106.81 R= t 000.00' ~0 m o E 1,412,390.64 N 538,139.05 R=1000.00'
~_~_6~+pp o o S03'47'42"E E 1,412,350.96 ~=~~°34'14" PROPOSED W~ILLACE NEEL ROAD E 1,412,3os.~~ v=oo•50~>>° so~•3s~~2°E C-q LO
~ 599.43 YJ 1033.30
.p ~ . ~ - ~ h 'd' ggapp 47+00 48+00 46«00 44+00 - • - ~--r-- • - . - . . . - . . . . - , ~ ,
~I~00 43+00 42+00 41am 10 00 38~C0 .~8+00 $x+00 46 00 ~ ~ N (0 0 o
~A ~ STA. 52+80.16 L=79.98' 62~ 6~ 49+00 S02'26'23"E ~n 3~ ~2'~ S'M00 30«00 2g,pp 28,,ap L 284
d N 533,536.59 R=500.00' v
N E 1,412,221.35 p_pg•09'S5" i ~ UNDERE - PAVEMENT, CURB AND GUTTER 1005.78 STA. 35+52.97 F- F- Q M m CJ W W N CL, Q W
~ ~ ~ ~ BY OTH W o ~ STA. 45+73.34 UNDER SEPARATE CONTRACT ~ BY OTHERS (TYP.) E 1,4$2,306 ~9 a- m N -5 0
+73.34 ~ ifl Z O m W z cn W
j y ,o' ~ N 537,134.18 E 1,412,349.52 34.18 J .349.52 D
W M n V) ui V) Z W W Z Y
W Y,~ 0 U W
W ~ 0 ui Q d (l. LL CJ tJ Gl

PROPOSED RUNWAY PAVED SHOULDER
4A
.
PROPOSED RUNWAY LiAIL 0
d.
r
750 . _ _ • - - - _ _ . _ _ _ , _ _ _ _ . _ _ _ _ ; 2 750 O
1(F ~ i (5 mom
_ _ _ _ _ _H16M-#'OIFJ7'-^ELE~I.=_..712.95._. = 712.95 _ _ _ , _ _ _ _ _ ~
LOVy POINT ELE1~ 69318 HIGH POINT STA = 45+4$.15 45+4$.15 LOW POINT ELEV = 704.54 ; d co
d ~ LOWi POINTS STA 56+37 16 ! PVt STA = 46+87.24' 87.24' LOW POINT STA = 38+22.33, , ~ I 0
740 ' N _ . < N___, _ FVI STA - -571=22:715 ~ _ PUI ELEV = 719.44 9.44 _ _ _ _ _ PVI STA = 39+12.33..... _ 740 L W
~ ~ 'PVI ELEV = 683.1 A.D. = -5.50 i0 PVI ELEV = 703.94 ~
{y~.._. _ _ _„_..___A.C).._=_.~.SR . 'i_ _ .__<<_ _ ~ _ _ . _ _ ~ 185.45_ . > _ _ . _ _ A:D. _ ,2:50 . _ _ _ _ ild, K=120.00 Z . -LU Z
Z W K 114:12 i J=
J 2 ' 1024.00' VC 1 ~
_ ~ X30 s~a.oo .~e _ _ _ I i- \ _ I 300.00' VC ..._l_. _ l.. Z 730 = W
- U W ~~i ~ V
. r_ _ w _ _ _ _ _ ~ ~ N ~ n of rn _ _ _ _ . _ _ _ _ ~ W
~ M
d ~p
X20 , . F~__. _ . _ 720
f O
0 / m ' cii ~ \ \ ~ ~ ,m
w i''r \
. ~ ~ W m
710 _ _ _ . , ~ _ ~ ~ W _ _ opt-__._ _ _ . . --710
r , ~mw i FUTURE FINISHED
GRADE ' C~3 Z
. j
_~3y., PROPQSED._GRADE.FOR PAC}4AGE, / 9 !C inn 4 0 00 o
I5 1.5 FEET BELOW FUTURE f C.8 if
FINISHED GRADE TYP.
a : Z o w
CC
r
690. _a w...,,. t 690 .J
W +C! •vC j Z 0 W
~J LLJ
..1 LL.
3 Ul ®
680- _ 680 n
y "Z CL
y i cl CL
d i + t i s UJ >I . W )Z Q
i S
t 670 i f a ...670 Q
py e- tt? O r- t~71d iC~ to ~0) r~ In#~ o0tt7 00 .4- cp.f~! Nr d-!N t7 ;h 00?I`- Lr) Lo to h O cU tO N;d- 0, N+tt~ M,t31 00 d 0) CD? O;tO (0; 0).d- ~t7 00 co pe);~ N ~ Qi CF) t~}' 0) to 0000 N'Cn N;t 00;0 tom N N (oio) ?h e--';to v--!Lf) iii rIc7) T-- h 001`, to 00 O Q0, t0 0 tt) 00-0 tf7;tl? Q IL() 00 Otn 00:0 LO A0 ;O r)10 N ~z ~Lo N© r
d ~;u7 L0 N N V- Cri h OO d' 001, h N r-- oo c-4 co tf)'d N`0 r- M 0),'(0 00 d In .-'t 00 d (04PO 04 N r~ (.0 .-,N c p sP`f~ to r~7 I ~ N cV to -;Op (o 0) x;00 O;co d ?17 sn:00 0) N 4- Lo O`co d- co 0(o to;h 00`00 h N h h (o co d °tn ~ h r-:O 0) N (7) Lo fJ) h M-© O;(N 0)Ar? ~ r- V--°o V,? N M tf1 h'=h 0 OO N 00 iN P~;N l< 0004 0) N OiN O;Y•= 00 co ® tf?;tn N<00 O to 6 tt~ tf? t~j 64 4 Ott N L0 Co N ao U-) r
d N`({) X . ~ d t') to d' c{j`tt7 t0 f': h-:o6 o0:p 0i 0) (c; o6 ?6 h t0, L6 V4- O:n ~,V) ff ?'"1 L?, to d' O'6; tC), 00 h. 0) © to f~ Q') mio) 00 0) 00!0) OO t) OO d'i 0)"o) 0), t~i0i Q!p O tF) C3~ - t71 .-r0) N Q N:O N ,o c Nip N`G N;iQ N;r- N N`~- N Lt?`tt) I,- Co f~'cA ~ t O to' N (o (o h O-,h M h M;h 00 00 M N r-- N Nip- M I "O; r- Nom- Nz,- N Q N O N! O 04 0 r- Q T-- i Q 0 .--;;p 'O O p O C:? O Q O Q Q Q O Q Q Q O i Q O (ri Q Cfi, Q h Q to'.. Q (D 0 (o o ti? hh ht- hrh hh hh h?h hh P`sPr f`;h hh f'"t`, hh hh r`h h':h 1`h h1h hi`. hh hh r'h (Dh co' .r''_ (Dh coh coh cols, to 00' n 00 r ca (C) 0 a cs~~ co r. c
t,-.; (o t0 h'p ca (p (U tO (0",(o (D tO co p O'p cO Q0 t0't0 p hs.CO t0 h p r. I'`?h f`. l'. h h hrh h r. h h I~ h h h I~ h h-1`h h h~`h E
01+00 59+00 58+00 57+00 56+00 55+00 54+00 53+00 52+00 51+00 50+00 49+00 48+00 47+00 46+00 46+00 45+00 44+00 43+00 42+00 41+00 40+00 39+00 38+00 37+00 36+00 35+00 34+00 33+00 32+00 31+00 30•t 30+00
z
L Em. G Em, No 0 Uw& till till, -NT
C, T) Tt 100 50 0 100 200 300 ,
TALBEA EXISTING CL SPOT ELEVATION r'•'Ess/ o•'• 689.0 . F . ,
7% 689.45 PROPOSED CL SPOT ELEVATION ;a SEAL .
SCALE IN FEET 26421 ENGIN MUNG & PLANNMG OONSULTAN EXISTING GROUND gSULTANn S HT. 13
4944 PARKWAY PLAZA BOUMARD SUM 350 1 =100 HORIZ. ••F ' ' S= 350
• ti~tt~ E • NORTH CAROLINA 2821 PROPOSED GRADE 11 a , 7 1 =10 VERT. ~C k PHONE.[phone] FAK.70416*6060 A 28217 426-608
E FUTURE FINISHED GRADE It OF 140
F. www.talbertandbright.com
rtR:

_

_ _ _ _ w
--s_._ Q `
_ INTERST r~TE 4g6 _ _ _ _ _ d ~
STA. 84+65.97 STA. 81+79.04 N 533,258.76 N 533,432.19
E 1,412,229.96 E 1,412,218.91 _ _
_
83+00 82~ END TAPER _ _
80+00 N 534,434.76 BEGW fAP~R BEGIN TAPER ~ " _ - - _ E 1,412,225.67 N 534,F2777 N 534,96$.89
7800 E 1,412,224.88 E 1,412,238.10
,r ~ -~0 84`00 ~ ~ ~ 78+00 76'pp 74.Op ~ ~ " R o00 00' PRO~'OSED Wq~~„gCE NEEL ROAD soy•2o°2a.~w _ L=35.17'
~ 7&,pp _ 72+00 ' R=500.00' - _ (o O
~ 86+Op 4'01'48" _ . , w
~ 4=09'58'OS'~ CD U_ F -
+ + 1555.75 ~ w ~ V)
v w -P -P O U
J OD ~ i -o ~ ~fOD c-
END TAPER N 534,433.98 O
E 1,412,259.05 ~ 433.98 BEGIN TAPER END TAPER BEGIN TAPER p ~'~O 8~ N 534,626.74 N 534,776.19 (Y N 534,969.20 ~ ~ 12,259.05 E 1,412,268.86 E 1,412,272.36 E 1,412,271.57 + ~ ~ g9~pp
W V ~1 pp...~ w cn
-v~~ 00 Q
'J v PAVEMENT, CURB AND GUTTER S0522~12•. ~ 67* J LLJ
~ UNDER SEPARATE CONTRACT W
BY OTHERS (TYP.) 14~2.4p 'W O c- N rl) ,d
mi X t~ o
D! ~ ti' to ,0
r_ ~ r I%" T T" N to O 0
mm d i'' LL o p 0 1-11
~i , I- O Q
s~ r~ r F-- O Ctl U ~ ~ w w N Gt w
r N ~f1 ~
W '
Z W z W p } - Gl
J ~ J= w z j" m Lj
© U U ~ V
= W U w z Z w
a n W co O O Q w.
o a a o C) o
PROPOSED RUNWAY PAVED SHOULDER
PROPOSED RUNWAY L~ A&
0
a
,
500.00' VC _ _ 850.00' V~" _ _
S . _ , ~ HIGH POINT ELEV = 732.3$ ' PVI STA 66-I-34.95
o _ _ _ _ . _ 750 _ W- T _ \ _ _ H HIGH' POINT STA = 72+88.70 M M ~n _ - PVI ELEV 7 8.80 _ _ _ _ _ 750 ~
PVI STA = 74+23.32 ~ N Q; M A.D. -4.40
LL PVI ELEV = 733.53 + M i° K = 193.18 ~ . _ tt~7? ~C .
A.D, - -2.60 ~ ~ _ _ _ _ _ . _
f/~ , ~ m T \ K 192.31 v > di ~ ~
~ ~ n 740 _ _ _ _ . _ _ = _ _ m _m ; ~ _ _ _ W w 740 L
Id' Q W
Z = > _ _ _ _ _ _ , _ .1.__ _ _ _ v~_
t OEM
U W / FUTU E FINISHED W _.GRADE o.so~- ~ w LLJ ui
730 v-.... Q ~ _ _ _ _ _ . _ J 730
...X
_
o ~ N CV EXISTING DIXIE RIVER ROAD U+o 60 ~ Q
• ~ + o ~ / i , _ \ _ / - SEE GRAdfNC~ AND DRAINt1GE'_PLFtP}S__ _ . _ co 720
FOR INTERMEDIATE SLOPES IN THIS, ; „w ~
~ ~ ~ 2:~ \ AREA tnc.~ ~v
_ _ _ PROPOSED GRADE FOR PACKAGE_i__ _ _ \ _ ~ ~ QIXIE RIVER ROA6 _ m~ w~ _
z IS 1.5 :FEET BELOW: FUTURE
_ F11~! HD_ RAD (TYP.) / \
710. m m _ ~ ,.f ` _ ` _ IS G E ~ '~-v 710 u j z
i
_ ~ J.. _ s°~9 \ _
iuu d two W - LLJ
:
Q
C) V)
s 690 i f 690 mi
f Z w
i
k 4 ~ , JLL
I r., _ . , a, . , 680 , ~ W 680 W Cc
z
a Z O.'
. CSC
, s W Z Q
s 670 670
„J Z o
~ 0 ao ~r'o aarn 0 o 0 It o 00 © o 0 mm oo V4- NO O oo~o oo-o Ln o 0;0 0)10 oo;o Lnro -I,o o r.o rn o r* o rn o - N 00 c3);o d-;;o (D-o 03.0 4;0 r` o Nio oo;;o no cr) O ¢ o cta'O 1`~s.0 Mt0 N o cn 0 tD p O O -'O d o O 0 N' ;O N40 1n`o d- rn NM ~ cD t0 1~ 0 {p In OJ M' u') r- O (c) W N:M 0) L0 t0 d- 'T- T-, v-- 0 d' N O N 00 0a;C)7 ~1 0) ©:0) d d (0 d` 00;N LO; 04 0), N 0 Lr) K) C0 (o 00 It QD ~t Lf) Lo L Lir d co M W '4- C-4 (0 h d- 0 c0 N L0 tw) 00 po 0, r.?00 N u) t`N 0) L0,n Lo I`- d-;cn oa'O O M'aa d ;t~ 0 d tf) .00 t0`O T- d O 00 t`? Lo? OpsO (01- 0,0 r•. ;w -Iqd-;0) Lo `V- r- 0) 7 d ,ter N
(N of cis ~i oo obi r~ 0' oo ~ ro=N vi::Po t AO 0 (D ~t r- oa Oo ~o 00 Lo m n Lfi ao 00 0 17 M d' E171I7 (D t~ i`~ CD oO C-410) N to t~ t0 fir);,- V- N d N N iC) N Lo ~t C1! N to :N ~N 1,7. (3)io 0) d ~,o ~ o oto O?O t - O n n N n d N LO~7, t~ t'7 Jcoi vi;d o6 © = N N 1`* N 06 N 06;N ci'N T: W.v_ oci;v- c; 0 0010 0) 0) r- 00 of oo, d 4 (0 M C7 (0: tr r- M W'M M N N M "`C} 00 6 o) :d- r`: M:~ N'N 0 W oca N M M N M N M M O M O M O:M OiM M N M N N N 'N N!N M N M:N M N rr):N N;.- N;O N,0 N°,O N O v-;O x--:Cf> 0) -cr) Lo
c0ifr cD r` (Or` ~ r- r`:r. (-ir. r r- rh r` r` ~,r- r11,- r r` I-- I-- t-- I-- t~ h ,;f`. I`:h r- fl- (4) f` CU (.0 CL 0
0 7 7 7
89+00 88+00 87+00 86+00 85+0a 84+00 83+00 82+00 81+0a 80+0 9+00 8+00 7+00 76+0a +00, 75+00 74+00 73+00 72+00 71+00 70+00 69+00 68+00 67+00 66+00 65+00 64+00 63+00 62+00 61+00 60+00 60+00 51
z
W
~ 4t41111l1 flfj LMUENED
` C T) Tt--NT ! 9 9 ! 7 i 100 50 0 100 200 300 TrT4
° ass . TALBE T 689.0 EXISTING CL SPOT ELEVATION o• . A &Bixiur 10 UGHI.
4 L- 689.45 PROPOSED CL SPOT ELEVATION SEAL r.
SCALE IN FEET ENG O&P OCONSULTA _ 26421 NS'ULTANTS S HT.
EXISTING GROUND :-o 4944 PARKWAY' PLAZA BOM"ARD, SUM 35( 1 =100 HORIZ. F W; SUM 350
PROPOSED GRADE NORTHC4AR®L1A 28217 1 =10 VERT. . [A 28217
C PHON. 70+426-6070 FAX- 704426.(M 44 FUTURE FINISHED GRADE fff„ 11,,4 11i #21.6080
www.talbertandbright.com OF 141D

~,4 ` STA. 99+86.03
'~,w ~ N 53Y,747.50
E 1,412,459.29 W 0 ~
r--
0 0
4n
`°~u STA. 106+23.22 X ~ ~ gq,~ ~`~'p S08'37'44"E
`,Oi N 531,241.58 97.pp ~'~E 1528.57
~ ~ ~ 1,412,809.69 1~ L=637.18• 11 96~pp
ry,~ R=700.00' ~ ~'~00 ~
D=52'09'15" ~ ~ ' x
4~ ~ \l V) z
'~ti o ~*~0 ~ ~ w $9+00 88+00
`V ~4 ,e PAVEMENT, CURB AND GUTTER ~ < 8874 DO 0 o*
UNDER SEPARATE CONTRACT
. ~ A 4 ~ BY OTHERS (TYP.) 0
4.!
A ~w ~ ~ ~ ~ o d U O
o ~ x r clr_
p ~ x ~ ~ ? Q V) Lc_ w
j ~p C1
0 STA, 107+46,20 W
~t N 5 1 1 1.64 r Q {W-
~ E 1,412,916.87 ~
50 R 4.~ 3 e i~ ti 00 8 -i J ~Q 40
~ ~ V N tom'? d- U7
v ~ , ,
~ w Of ~ ~ d N- v~ ~ w z ~ _ v ~ o ~
/'r ~ ~i ~ / STA. 108+18.60 t , f . T 0
N 531,146.21 ~ U') 0
E 1,412,980.21 ~ N
Z W W WN m < W . j Q. M N d - ¢ 0
r / tit
~2 STA. 118+80.23 ~ ~"M~ C~
N 530 218.59 113 L=837.37 w m z 0 O
41 1 E 1, 3,30 .86 STA. 116+55.97 R=700.00 ~ I-- M
~ t N 530,440.79 ~=6$`32 24 C) C) ui V)
E 1 413 332.12 9 ! ~ ti` U W
Fn ° x x m
t `'1 ,i 0.. CL C) U
~1

1 ~1 4 j I~
i 1
l~ `l
it IA

~4 t
0
't ~4
0 Q
w. _w. r E 'Y ~ ~ t ~ i
s ~ 1 ~ 6 r p 2 ~ ; f 3 + } ( i s
t ~ f t i { i ~ , 0) Z
. M.. T„N..~.,~.. Ww.w.~.r~..~._..T~..M ....n..,.~. ...,~...~....M~.,.~....~ M~....... 750 s... ~~.M.~. ~ w ~r 6 t i , f E t 4 i LL- 750 0
i ~ j I , i i d t ~ ~ ) 1 ~ i i F I SV.~V VG i ~ 7 ; ~ ~ 3 ~ axwo ~p
i ~ z l v t , ~ ~ ~ ~ V ~ 1 . f ~ ~ E ~ v F . .....,,....,~.r..:.... A.~.,.,..~...._..... r w,.. ..M _....a.w_._. .4.,~ ,.w~ ~ H NT V 28. r ~ . _ _ ~ _ _ _ _ _ - _ - . _ . __.ri~. _
z~ t ~ ~ ..HIG .,p~ ...2, 4 + ~ I 3 ~ f ~ ~ ~ ~ HIGH PbINT STA - 107+00
s ~ _ ~ x f ' j~ M PVi~ sTA ~ 07+oa uu
. ; 7 t 9 f t 7 . 740 a 4 ._+x, ~ rte. ...y,~. w ..4w. ,.„~.n ..,...~,~.....r..w.....,,. u,„. Jr,.,. nw v-..-. .-.r.,« r > r 1 ~ 1 ~ . _ ~ _ _ . _ , _ _ _____~.9w P.Q~c~.r. ~.~v_ zo~.~z W _ _ . w.... wt~ 740 in
a ~ PVi ELEV ~ 732,,.93 F k 'r - o \ LOW POINT STA = 9b+99.0 _ J .1 _ W
A.D. 4 0 z c , i ~ ~ - 3 , . ~ ' I . ~ ~ 3 ~ ,.v - ~ 7:50 4 ~._,a ~,...~,.~...u. ~ ~.M ~ ,u . e.: ~ ~ FU~uRE WALLAC~ NEEL, ROAD,
E-- ~ r ~ { ; U U . Q ~ _ w _ . _ _ _ _ _ PPVI E E~ ..90 0~ 20 V. ~ v
a > > i 1 } ~ 31,1 W~; 7 W i i r m m
~ . . ~ f ~ ~ ? t ~ G f r ~ ~ W . ) ; . _ . _ ~ .....w rr r.,rrr.....a ~.«..,.r.. r. r..r...-.. ....~.y... r. ~a .v.. ...a.,...n . ~ . 730;.,._..~_~.,~ ,w...... .M_.._ N.... w, n~M f ~ . w.,~.. w ~ ~ x . s a , _ _ _ _ y > \ ~KD X90 a ca w.__.. 730
? f,-~"° ~ s ~ ~
r-?--~ i'""' ~ > - ~ { ~ /~yy 3 S . .r-- t . , , . ~ c r.w 1L i FUTURE FINISHED
.,.z tv ~ ~ GRADE ~ \
o - z , N
/ s PROPOSED; WALLaGE NEEL t +o~ . ~..M.~.... 720 . . ;ar a ~ STA., 107+;46.20; ACE NEEL ROAD ~ ~ _.....,,T......_..,. 01) -20
t~
s 00 ~ s _ ~ ~ ~ EXCS N GARRiSOi~! ROA[~ , .Q , ~ V/ t { ~ t f { P a C i ~ ~ 00 00
i , . . ~ . ,,.j..,.,. .,a,.S t~°L. . I -AN RAi GE AW/ ,l-- C~ ~ 3 ~ " , ~ d ~ y ~ P ANA FOR .INTERMEDIATE _ . _ :f'ROPQSED GRADE FOR PACKA~~__~_ !2.Q~}~-~, _ . _ ; _ - _ v _ _ _ _ _ _ U3
~ f ~ 4 j F I ~ ? SLOPS iN THIS AREA a GARRi~SON ROAD IS 1.5 i FEET BELOW FUTURE ` ~ N > s
r F ...,.~......a._ ,.i.._ , M 710 ....~_.._.~........,....~..w._.....,... _..,._..~._.__;..~,,......__..,.m , ~ ~ q 'r° r 'r- FINISHED GRl1DE (TYP.) ~ w m 710
4 ~ f 4 t 1 f E } ui _
i + 1 # ; ~ i ? ~ ~ f i # i s , ;
. , t ~ E. ~ f E ~ i FUTURE WALLAGE NEE ~ ROAD ~ \
z 1 G ~ $ ` f F LLM
f u ~ ~ i e a a j i 1 S 4 f 1 1 3 z ~~rrn~ _ E / ~ E ___...~~.W.._..,e..._r _.n~.._...._..,.~..._„, .M..., n . ~ , ..w . , a _~~A~ -Inn
F
r i
F 3, r i „-....w-..,. »,..,i.•, . .Y•,,,...,.U .,,..m. a,..,.v w..... , . , . . . _ . 1. \ w v w .yam , r ~
i SEE GRADING AND DRA4INAGE PLANS 1 i t Z
FOR MATH SLOPES IN THIS f AREA I + 1 { / CC U
I I 690 a..,,... _..v„ N .r .v ..:u... . .r. a....:- , n , . , i........ av. ? , , ..rte , i i V) 690 mi .r
E W C
1 { i ! . w. JZ 0J W
v S J LLW
0
„ f i i f u r 680 , W z
r Ii z CL :I ui Z Q
i r , 1
cr.
i i 1 t f 4 . t f 3
w ~ Ca 670
x c-t t-- co ;M cDfM ;M tt~}M p,N Q0;r0~ C~,N h;N 1`-N N(o C3~ N t,-- N U-) 00 d N - c0M cL)M r"M d jM cDM ct)fM c~1M t--iM oOoM MiM ~M N M C) tt7 N Cria 1 )`OQ d N N N d sco 04 C14 •d-;M `t M d',M tO.M m M 0) M M Cti?M r`);M M`M N M M M ' N N O`M c3~M N K) M M r- M M <M CA (.0 tn'C7 (7) (o Nsr') N NN t.d (7i€00 OC J U
rn OOjC7 T-; C) 010 C~ o 00 10 o"o r-"O h?0 0) C) (00 11,1110 0);0 N Q W O L? O r-=tO tD.'1O C14 00 00 '(04 ©N hO to N I`~ N c+1 N d <O h,c0 N,N ,;c0 NiN h;t0 h 00 u~!p N CJ N#G? o0'p c0 'p ""o p r`> p p M`p p to p d• p p pr). Mo to p h © C) ~Ip &0 'M 0);r-- 'd' ~ rO 04 h N C M € 0o 00 "-N 00 U
d'# cU O) C7' 1?6# N!fV O~ hrj N?d' cta?tf) t~ cD ! - N;~ Q=4~ 0 Ui l-- f~ N ~'I~) C) d N o N o0 tip N h d= l`s x`'00 cn W M'00 aJ W tni0l? O?I`~ cVsl` OO r-- ,o-- Nc-- - r- ?N © C7 }N r--; r-- N %-,C%4 -?N NiN N N N N NiN M N M;N M`N It C-4 d'N 0010 ~;r-- 0~V- 0,~.- ~-•-r N N}N U< N f N )?I`~ cVsh d' t0 hits oo Lr) h''~t U7!I~ P0:1 C4 d s~ (0'Cj C0 0) Ns ' 06' h d' 01 d ` N'. p' t0 •i t3) c0 ?f) oO;M N ~ p C0 u) Op d' h t0 to d' N tf? T- N M N N 0) 04 N p M M, - N It N d-<N d N d >N d• N ~h=N •ch cV d N d IC~? v- M;V- M N r- Nf - v - 0 O fJ~f•- t?~;.0 t7) 4 clap o~ p ~IC7 ~O p o0 1C) ~;p 00;O ag p a0=0 a?Ip MCa m 0);Q 0 )0 O
UJ? (o t.,,, cD h cp11`- h h h{h hi r-- h h h;h t`h,h hsh h,h I~ I'., h<I~ P` r. f`h { ~ji~ h` l~ }1`h l`h`I`1'` t`+ I`t* I • h tit • i*• t`• h P• f`• f`t . 3 ~h hh hh h;h h'h hih hh rh h h h'r. h h ~°-h hh h h h!h h`h h`h hh r.rh tDh c0:h t0 h cflh c0 h p h t0h C4 h t0ih LOh p h t0h ~h p=h Q0 r-- co r
a 1 1.i.1
118+00 117+00 116+00 115+00 114+00 113+00 112+00 111+00 110+00 109+00 108+00 107+00 106+00 105+0 105+00 104+00 103+00 102+00 101+00 100+00 99+00 98+00 97+00 96+00 95+00 94+00 93+00 92+00 91+00 90+00 89, 89+00 Q
z
'Oft w J_
rrrr r l.,-
T)TGj 1 as 50r 0 100, 200, 300, &Bxu
TALBEA1 CL POT ~$s~ 689.a EXISTING S ELEVATION o .
689.45 PROPOSED CL SPOT ELEVATION - ;a SEAL r .
• = ENGDQMMG ~cPLANNNG WNSULTAN SCALE IN FEET - 26421 q%XTANn S HT.
EXISTING GROUND , 4944 PARKWAYPLAZABOU,C.EVARD SUM 350 SUM 350
r ••'~cIN~~• . PROPOSED GRADE 1 =100 HORIZ. CHARLOTTE, , NORTHruAROLINA 28217 1 =10 VERT. . A 28217
Ck E 't PHON& 704-426.6070 FAX. 70447A-,(M . , FUTURE FINISHED GRADE ~rrrrr r X26.6080
LWM r www•talbertondbright.com OF 140
- -
- - -

O
Lo
W O
© O
N 542,703.78
E 1,412,488.78
N 539,844.73 N 541,043.19 N 542,436.89 N 543,140.48
E 1,412,633.95 E 1,412,573.10 E 1,412,502.33 E 1,412,466.60
END BLAST PAD
O z {t17 O
106+00 710.00 116.00 720 00 126+00 130+00 19 --F--+--i--+--+--+--+--t--+--+--i--+--I~-- -+---1- --+---i--+--F--+--+--+---t--+--i-- ~ 90' 90 ~ p c~
7E' 80.00 86+00 90x00 9W00 100+00 --+--+--i---I---+--+--+--+--+--+--+--+- ---+--+--+--+--+--+--+---I---+--+--+-- RUNWAY BASELINE ~ c~
W
~ ~ z O
U
eAS~~~\ N 541,613.13 ~I N N 542.741.00 d
e~s~~/~ E 1,412,925.52 N 540,722.21 '..21 ~F \ E 1,412,864.67 F~ , t E 1,412,486.89 LL.
a Fr/!.\ E 1,413,082.85 .2.85 r~j- W ~ END RUNWAY n
U) <t
N 540,852.66 0,852.66 ry J i ( STA: 120+00 W
o p~ E 1,413,149.59 13,149.59 pC ~ N 541,920.67 (y~ w CY
o ~ N 540,9 1 N 540,913.05 E 1,413,022.00 y r - N r47
E 1,413, FUTURE PAVED SHOULDER EDGE (TYP.) l~ 800' R E 1,413,180.48 N 541,127.13 1 800' R m I PT
800' R E 1,413,169.61
150' R PC 150' R PC I 1 0' R~. N 542,725.97 N ~ .
O O to O
BASELINE - T/W W PT Pc ~ Pc PC pT ~ PT 90~ PC ~ E 1,412,925.72 T~t---~+~--+--+- P~=mot - PI N
7 -+---F--+--+-- ~ -f--+-- --a-- +--~--i----+--~~ " -i----F--+-- - 150' d- 1- F- C3 °Z (n U
/ 150' R N 542,734.21 W W N ~ •c[ W LL Q N Q
N 541,079.09 E 1,413,088.01 N 540,929.28 E 1,413,172.05 N 541,552.42 N 542,325.59 N 542,571.92
N 540,353.96 N 540,779.48 N T E 1,413,179.65 E 1,413,148.01 E 1,413,096.25
E 1,413,208.87 E 1,413,1'87.26 PT E 150' R E 1,413,108.76 m O W z m
~ N N 540,929.76 N 542,111.50 © F- m 0 U?
N 540,934.15 ~ E E 1,413,189.03 E 1,413,119.63 N 542,467.56 C) C) z W V) CWT 3: U W LLJ W ° ° ~ s
E 1,413,275.52 ± N E 1,413,101.55 N 540,936.89
E E 1,413,329.46 G'~ Lt ~ C3 U
FUTURE RUNWAY
PAVEMENT SECTION
ib RUNWAY TAXIWAY
CENTERLINE CENTERLINE
0 ~ _ FUTURE TAXIWAY Lill Alk
~ - ~ - ~ PAVEMENT SECTION
LL.
d' r T 0 Q
V! O J
1
ROAD ~ ~
~ ~ _ CENTERLINE ~ ~ PACKAGE 1 FINI~t-IED ~ . ' 1 'M
°C W t 3 i 1 ~ GRADE (TYP.),'` M'
MODIFIED PROCTOR :MODIFIED PROCTOR ~ 1 ~ COMPACTION PER 'COMPACTfON PER
z ~ ~ P-152 SPECIFfCATlON 'P-152 SPECIFICATION
L
fi, f W
V
Z
z ~ ~J J
u
~ ~y Q ~a z
~ ~tm ~ _ _ _ .r
EXISTING 95% STANDARD PROCTOR
GROUND PER P-152 SPECIFICATIONS
NOTE: THE ABOVE TAXIWAY COMPACTION ZONE CRITERIA SHALL ALSO APPLY TO
TAXIWAYS W2, W4, W7, W11, W12, AND W14.

W
TYPICAL SECTION COMPACTION ZONE CRITERIA
t HORIZONTAL SCALE: 1" = 100' VERTICAL SCALE: 1" = 10'
z
>M o
N
W C*j Z
ire LL C)
J ®Q
t J Z C
u
co cc x
e Wv
Im CD
W 0
S N STA. 26+00 q W
N 541,061.13 ca
E EN - - - - E 1,415,776.31 N Q
END CL PROFILE
W
Q z
V7 W
J_
c R 200' 100' 0 200 400 600' '
io.~ Z; U T-Tqr Ao*
I FEE= oFES TALBEJx T &IJJNL(i
SEAL r'. 9 SCALE IN FEET = 26421 = ENGINEERING&PLANNINGCONSULTAN SULTANTS S HT. SME 350
4944 PARKWAY PIAZABOULEVARD, SU1TZ? 35 1=200' CHARL01'I'E,NORTH CAROLINA 28217
A 28217
~/CI~ PHONE- 704.4266070 FAX: [phone]O8i)
www. talbertandbright, com OF 140?
v,c1.

Ld
Q `
Q
N 533,790.03 N 534,056.69 N 535,450.39
E 1,412,941.37 E 1,412,927.$3 E 1,412,857.07
z
O z
'16+00 20+00 28+00 90100 36+00 40*00 45+00 60*00 6G+00 80+00 66.Om 70100 RUNWAY BASELINE
- N
90' 90' s c~ F
V), z
N 533,353.09 E 1,412,963.56 N N 536,211.24 a .
END BLAST PAD N 533,752.58 E 1,413,138.95 N 536,748.72 c~
E 7,412,943.28 LL-
BEGIN RUNWAY P~(~~~~~ E 1,463,185.99 P~~~~~~ E 1,412,791.15 ^ fi 0
STA: 30+00 ~ N 534,622.89 p~ ~P W E 1,413,392.54 r w
N 535,921.22 Q! F w
Z E 1,413,326.62 ~ 0 w
J 0
W N 534,912.91 CO N pr) mot' L(-)
P~ ~ Q 800' R E 1,413,204.87 S00' R FUTURE PAVED SHOULDER EDGE (NP.}
m ~ 150' R
N 533,812.86 150' R ~ 150' R N ~ CJ
E 1,413,390.80 P~ PT 90~ PT PI PT PT PT PI PC P PT P BASELINE - TNV W LO
N 533,820.46 36''00 4x'00 46+00 SW00 BO.00 56+00 70iQ0 1 N 535,527.17 N 536,000.72 ~ N 536,300.34
F-- F- c (n U W W (N W
E 1,413,540.60 N 533,970.27 CL CL N D
E 7,413,532.99 N 534,442.92 N 535,002.01
E 1,413,508.99 E 1,413,480.61 61 E 7,413,453.94 E 1,413,429.90 PT E 1,413,414.69 ~~p Z C3
N 534,087.12 N 534,22$.84 N 535,741.25 150' R 150' R W z m LAJ © M d V)
E 1,413,527.06 E 1,413,519.86 E 1,413,443.07 N 536,150.53 W (n
N 536,158.14 E 1,413,422.29 W
E 1,413,572.10 W CL' LX _ © CL L1. © CJ G]
FUTURE FINISHED GRADE FUTURE FIN 1TURE FINISHED GRADE
C Q 4
320' OFA 320 OFA
f
L(~
214' TSA 214' TSA N 536,181.81 t%ft V ~
E 1,414,038.26 500 R x
w w P. d H NINO
z~- z} JIQ J~Q
W~~'- WI~'- J
WIH WIC U~ Vi N 536,193.48
E 1,414,268.10 P OC F-- a
1I i 1 i
1
L 38' 145' 38' 38' 145' 38' 3 ~ 3 38' N 536,375.66 E 1,414,408J1 W Z
5> Z CO)
5' J
L 3% 1.19% _1_79' `39, ~ 3% 1.19% _1_199' 39, W
1.25% ~ r ~ 1.25% Z
U CO)
SLOPE VARIES e9tS~<' Q h-
SLOPE VARIES SLOPE VARIES SLOPE VARIES PACKAGE 1 GRADE IS PACKAGE 1 GRADE IS
--1~2' FINISHED GRADE RE 2~--i~ -~i1--2' FINISHED GRADE RE 2~~~ -~I~- tiF ~
J~ 1~ ,
CUT 3 FILL 3
TYPICAL CROSSFIELD TAXIWAY WT ~ W11 CROSS SECTION
NOT TO SCALE
p~, N 537,548.34
E 1,415,313.84
C'3
N 537,366.15 ~C
L"IITIIOC CIAIICIJCh /~~AIIC F 1 d1 ~i 17~'J'i P z son
N 537,560.01 it
800' RW OFA 320' TW OFAw TW OFA 500' R E 1,415,543.69
~ Z ~N < LLJ
PT 0 U.
Q FUTURE FINISHED GRADE a PARALLEL w 'ALLEL ry .J V)
RUNWAY ui ~ TAXIWAY Q CIWAY ~ W O
Q CENTERLINE ¢ u- CENTERLINE -ERLINE W t
V) cn < V) u
Q 250' 250' Q } 107 10 107' vai
V) V) F=z 110' 110' ~z V)~ a
~ X W CO
2.5' ~
38 72.5 2.5
38' W 0 Lli
STA. 31 +00 a w
170.90 5' N 537,578.73 c~
3% 1.19%~ 1.7 9 PACKAGE 1 GRADE IS IVgR~fS VP~S '-~18" BELOW FUTURE 1.79% 3q E 1.415,912.50 END CL PROFILE I N
L
SLOPE VARIES FINISHED GRADE 136.04' o 0
W
--i~2' PACKAGE t GRADE t GRADE IS SLOPE VARIES <L
18" BELOW FUTURI )W FUTURE I Ak/ Z
~ FINISHED GRADE GRADE 2'-F-- w
3 c " RT&BT
200' 100' 0 200' 400' 600' TALB , _q- , - E ~ . 3 ' E• R IG GH
TYPICAL RUNWAY AND TAXIWAY CROSS SECTION :Q7 7.
- NOT TO SCALE
SCALE IN FEET 2 ~ Zsg2i y ENGfIlVEERIATG &PLANNING GdNSULT.4 1-200 = 9.•'`FhGINE~'' ?~"c_ 4944 PARKWAY PI.A7AHCK7IEVALiD.SIJfTE3 CHARLO'I'IZ+, NORTH CAROLINA 28217 INSULTANTS HT. D. SURE 350
4A 28217
/C...... 3~ PHONE: [phone] FAX [phone]M -426-M
www.taibertandbright.com 4 of 14

_ _ _.r
~""",,,...~"^7". "^t~~J.,, • `^~r ` { it ~ ( ^Y } m ..-••v T_... T~ i T CK - - _ w, ' ~„':n'~'y",`:'.~..-m-;•--= ~=.,:T:t.:.""""~.M..~ »~......-w•,,.r~_, N.:.,w...,'.:^ rw.-:.-~'~~" w`~=:'~. ~-,;,,~...1:r~M~ , dr ! ~ 1' / t 3 ~ ~ r • •w~..... LLJ to
,,,,,,,w,.. ld,,,.,..., .-^i."• E, ~.M;•- m» " ~ 4_.^-.:'.~...;~~ ~ ~ J ~ f 7 f E { 'yam ~ k`0, ._...~,-..~...~r:°^3~.-,..F~.,,,__.. _
' 'w '1 I, ~~"....'•'w"~.,..-'"".?-"" • '.~=~...»---.•W~.%•.~."=~..w i... ~ ors, ~ yv~' -.,.1 J ~ r 4 ~,r~ ^h _ ~ 1 f
~...,r' ~ ~ r~ 7 .M.~--'_ ,,rte .,,....-..-r ^'G~, ! ....(~.^..'....,......,.M .'u ~.,a--~ ! ~~,"'.r^' ..«Ma;c=^.~ »„~-..".wt+ '"..,.,.,:A. fj /Ji~ J,,/ 'ti..~,,,..,, ,sti, ~ ~ } S f~..-' ,,,y ..,'':•p„-r: f' f `1. '~M„-. .,nza:;.°..~~.,r': ; W^, 1 ~ l i •E Ly ~ '"s ~ ~f y` ^11+; _ ,.-..,...».v _ J•" .x,~ •s."'"...--~^..',"?" _ S ~m f 'ma'y \ •t, ~ '1 """.V w `,~,w s: v.-• =s" ~ ~ ~r , r'f . r ~ r M ~ µ a ~ t t 0 r
-"""'""w...`~~~;~""° ^ ~~t~~,,"~' 'rte"" ..w.W..... """"".~n.~=.,....w'~...... "'M.,....^.. ,J j~ -t ~ " ' "."-w^' f/ d .-,,.,,..ter ~,,,,,Fr.,..-.,-...",...,. ,_,,.r.....wr?"".-,,.. ) ~ ';:~..-'m.-~ .:~..-="=^.•.,'^',:.::y.~: w'_ '"r-,-".v-~ =Z, ~ ."'"rte ,s'` 1 ~ x~i i i ~y i
...,..v.,,„„ r-':" ~"w'~'~:. =-'M~-=~"•..--^'"~".^:.,... " w,m-,ww"'".,;.--"'..~-~w'm-°'' ~:r~+ ~ ~ f.+~ r ~ x,..~.~`' !~j` f ~ t ~ ~e.~,,,.`"./~ f ,r ..r' J Y
'...-"•`~•.'"r? GSM, ~e .~,~:.~'",,,,a..~..,,." r i t/r %r^`•' ~EI~A ~~-~`I,VIV' SL ~t^`r / I U~~ N~ t m. x~"""~ rs ' Y' Jib f-w".w'"•:M.c.:.~"" ~ ,...1 Y,~..r~,:, f ~ f 1 i • R 1 f ~ ~ ' ~~,r'' ~ ..J
..,.,,,,~,.,...,„,,M,....,. ...~M1'^" LMT'...,. w.,.,..-.W-'" / r'' j Y t...»...~-..~.~ 1 r~ s ~`t....... w...,..~. ~ / ~ •"a W ~ ...;rr"`•,,,t_, - ~ P t ~ I" r'; .F'''.' r,.,..... 7 i 4 ~ r t 8 t , s /t , /f, ..a rr~ ~w:`"^•..'`M~~`" m.~~-~ T" ! 9 ~ j' ~ i J /j'~• _ r ~n } ~ f ~ ~ ~ . 'gym'."^,-:.,.-»... E ~ t t F ~ ~ J ! ~ i t ^.ti ~ w-..._. ,mm ~y ..~'^•~^..."'".~`~".~``4~=:- YaG:~., 4~ f E rfi ~tft ~ l r^' ~.3i..b,!!M~ ~ JIO ~J r." ,.k.'"'. i
;;"..r j~a_ `"":+.-.:.~^~.;•'"•..~.i;~ ~ T1 'y f ~j i y~ ! d ~ I ~ al ! 1 ! v r?' ~.~'r ro r` .:i ti'~. ~ 4,wk``= " .•X ,w..~-.~- =r;~.`"^..``"",., _ ~ ' `t 't ! 1 ~/y~ , I t l ~ f ! , ' ! ( ; / ~ / ~ y"'~ .r' r ,~`•r' ' / f /J t mow. ' f /f V
.,.r....-~...~~.....+-.y-^^"'""'".`....,....... ....w..w^ ......+.r µL....,+•.-~^" ""`m+ ...r-^ ~~MM / ~ l w.,.,,,,...-.-`"."...w~+^.,.. .-+w........ ~~r ,r".:l ~ ® ~v'~^~ ti~"'.f 'emu ,,.J'"~ fF'1'^'~ ~a.~..aw ..rv+ ....,._........~.,T- .+w,. S ( ...r -^.'.+..4..'~^• w,_....-.. .ice W~?~..r.;'~ ~ ' ~!rr r( '~~,-.".'.r^'".` / / t.., `\,~L~ ~ ~ t `,y\,~~~""""7 tw...M,w;c~ `J ^''rr. ~ rr'"~~..:.. ~ - - , ~a" S ~ i 0 }f .r ~ a-... i r _.M / J 1 1~ 4 ` y~ / a / t~ \ C 'r/ fr s j` , t"m:., , t ~ ` 11 n,,, 'f~ j 4 yy t i ~ ~ L! ~ i ~ l 1 e~. `,p ~ Y f ~ f ~ 'u, ti, \ l aw.1 ,.•'n ~ ,,:.~.-^-..a`.z=..<,`~ t C:,. 4, I ; t 1 • ! 7~ . 1 r ~ { } f~:..,, .F % ~Y i . f~ ,r• _ a ,.t ~ I~ i t , t -
TA"t"E.48~'" DIVERSION ~ M ~ ~oTECTION rr~l~s _ Mw ~ K ~ .'.1~= 1 ~ i ~ ~ ~ ~`r' i ' p~A / r : / i ~ ~ ; ~ ~ ` ~ ` ~ ~ i f I , , ~ ~ ~ f 715 ~-ti ~ E / , 1 t'S s 9 f f, f f l ~r. ~ . :~I ~ ~ f ~ i 1 ! f l \ K ' ~ ~ 1 y 1 r ,
` + ''1'¢°177, r; ; r, J, ,1's 1 1s a~ 1~; F , 1 1 rS ~ ,1 ~ P' r' _ -T D ~ ' ~ , +1 ~ ~'(~l i ~ j~` r f ` ` / / ! ~i r i"t ~ j ,g "'1 i , ,f `1 1 ~'+)g, ~ ~ , ~ ~ T ~ 1 i(~ w... _ ~,1 y ,t~P ' J / ~'7r f ~ , i 1 1'~ ~s , d : ~ ' i ~ 1 1 ~ ' ~ \ ti''tUl r . f TD- V) O Q
„.,-''f...,....,...,.,._.._._.. ~ ...,.~.w -^«..-m.m~ ~ r,..:.._ M~ '".~`~~~,.~-~^^w-~.`~-~-= ..:r,~ = ~ •~w.'r;;~ "lam ' . , 1 t k ^r""~ .r.--w'~'• ..",,,-^,.~-^-.M=...." ~v "'.rev '~+r'..-"...-~..-~ -':--..:T•C Nr i = ~ X ~ tk ~ } t r, r W.,._. ~ ~ ~ ~3E~ t ' j ,r I i',•' t 1t. , ~p ' 1 1, i , t f ~ t ~ . 1' ! 1 x'r ' ~ `t t` i t ~1 1,tS J f $'f t r r(/'Vh I ~ ~,R ~ 31 1, ~ 41 ` i f ~W ~ _ ; ~ ~ ? ~ ~ ~l ~ it ~ i.i ( ~ "v~ ~`i~~ , ~ ~~f t ( ~ Il,~ i t tl~l(' ~ ~ ~ ~y ' 1 j ' ~ .1~ E ~ ~ J ~ i l,W r .N .L ~ ,l'• w U
/ ~ `.1'41 1~ # /i f t ri 1 ~ 6. I ~ ~ ! ~ p~ 45\`. ~\d 1, J j ~ .4 ~ ~ , , f f. 1 ~ ! 1 ~ ~4~,,, 7 ~ . 1 t r i i ~ (1 t G ~ ~5,.~^ i „at ~i•.1 ~ ~ f ` t I w l rA iy 'v...~ z
. {V/{~ ` ~ ~ ~ N STR ~ CTI ON I MI T ~s, } 't1 t } / A .Y ~ \ ~ ...,,\`t 21 ~ t i i i \ ~i , , r, t, 1, i t 1 ~ t J : t ~ ! ,:7 f t i s' f'F" Jr j f J"'", 9`~ } f ~ 4~1 ~ ~ ~ ~ f'• 4 ' \`'s~4 '1 t t ~t~' l~ ~ F.~ ~ 1 ~ ~ k},` 'w. rf f ~ ~ ~s ? ~ ` r4 1" ~ y'~..-...,~M° WJ I ~ ~ 1 1 i t t rJ l ~ i~. 1~ t } o-' r r
_ -w-~-~.=..; t t , ~ ~ ~ , , ~ ~ ~ ~ ` F D TURBANCE , ~ , t ~ t ~ f~_,_ EiI i ; ~ ~ } ss A \l ` i J;~.~. 1 s \ t 1 t r i ~ e 1' 1 ~ ~ ~ 5': 1 . '+4' \ a 5 3 1. ! i1f 1 r ~ ~ ~ _ t,s, ~ '4 "V C°..,~ ;4~~, I ~ 't \ ' '',i 1 0 y~"' ` ~i I l ~ } ~ ~ r ~ ` 1 ~ ~ ~ ~,,.J` •
^w.; "7 LA F / ~ ~ 3 . i' ~~_.,y i ~ i i ` , t ~1 \ tip, ti t i ~ .f~~-~If ~ i' ~ '"1~ ~ \ , A ~ ' " ~ ~ t ~ r ~ ~ ~ r 1~ .,.f _ \ E ~ J'. ~ , \ y .f ` 4
. t , ,•1,1 :,_.a... ...w-,.. 4,. ' fJ i 4 i~ ~ ` t ~ " s I( J S ~ t (f 1 ,4 `4,. 1 t 4. r~ 1 ~.r ~ s,
a~.~S~~.,... ~E~ f tT / ~ 1~', {t 1 ( 1 +IM1 1~ \ r ~ 1 ~ Y ~ ~ t ~ '.l ,1 ~ ~ ~ ~ ti ~y ~ t , sf f I ~ ~ A C.E RO TE FOR SEDIMENT ~ ~ t < v ~
l 1 ' ~ ' ~ } ~ ~ ~ ~ a 'y 1. 1 a , ~ , ~ ~ .~.I ~ ~ r ` \ ~ A ~`O AC ESS ° ~ ~ _ ~ ~ , FF , ~ ~ , { , ~ ~ ~ ~ ~ ~ 1,. . , ~ v.. .1~ ~ .r • .V , 1,:! ~ ~ J e ~ ` ~i S , l ' 1 + rt ~ ~ ~ l [ j ~ ~L.. 1 0 , i, ~ s. /J 7 1 j! h,. ~ • - ~ 1 ~ I N R T ~ ~ ` ~ ~ { ~ . " S S~' ~1C ION , I 1 :N"~; ~ fi i,~,..,.1 . / t ' 11' r !f t J ti 1 c t . 6 ' i \ 4 t + ~ 1 ~ 1 1 11 E ~ t Q \ - ~ , : + f 1 LLJ
1 ~ v r ~ ~ ~GSS \ ~ 1 1, ~ y, 1 ~ r J 11' ~ t r t t t 4 ° ~ : 1 r . d ' ~ f ~ r ~ ~ ~ a e.w.e 1 ' i, t h ~ s' + /a J j ! t ,.e,J 1 a r,. ~1 ' f v F 1 1 1 t ti~ l?i r J ~ IMI S F S L Nr R ~ y j ~ ;I y , , , Lij
, j 1 ~ , ~ ~ ~ ~ ' ~ tf ~ f t t` "1 E ' t , ~ t _ ~f t^ 1 Z - j~ ' ~ „ ~,w..",. l i E"y~ - \ p < i ~ ~ ~ ~ RI A~t ~ ~ r r~ ~ ' e 1 ~ _ ~ i / ~ 1 ~ ~ 6 ' + e f t ~ E 1 ~ ~ t ~ / ~ ~ ~ i , A ,1 ; ~ r" , ° ~ k ~t`~:c' ' „ ` W
tb V V ` ~ j ~ ~ P ~a' I ~ ~ 1 s f t t t ~ ; ~ E ~ , ; l s~ ~ f ~ i ,v ~ ; `i 1 r , i ~ ~ • Fa ~ ' t'1 ~ , ~ ~ r A t II''sI 1~ ~ ~ `s f E r<, .'F'~ x;,.. ~ 1 , ~ ; ii 1 ~ t;, t t ~ 1{ f , S \ V ~ ~ 9 1 ~ \ 1 b, I . ,r' t, , ~,>r ~
~ / ~ , , r r , 1 ~ i ~ N Ve) -t LO
~ t ~ 4; 1 t 0 / , \ ! ~ ~ L ` l ~ ~ r r i ~ a y f 1, lfE I 1 ; ~S i., ~ , l ~ ~ j i ~ ;;i , { r $ ~ ~.o-'^~ ~ \ Y 1. 9 Y r E f tf . ~ 1 i^' ;°,,^x x 1~, ~1 ~ i, rif ~ 4 1, ~ s1~ ~ \ o~ / / :i ~ ( d ~
/ - i ~ ~ . I ~ ICE w.~ i .L ~ ( r/ j f ~ ,rl~ ' ~t YI,<3~ "y 'l L.,~ E ~t ' ~ z f<'' j :t t ~ 1 i~ , ~ ,-,r'' ~ "`.Z ~ ' I ~ ;~'l/ + I ~ 1 i , ~ ~ f e sj r ; ' i' J .,f~ l f 1 y r ~ ..a f•, ~ 3 ar J p.. ~ r~ 1, 4 i ~ i i rr 1 f a ~v '4, ~r i n,.5_. ,?,,I I r /~f , , any` ~ I U~ /A~~.l f # 0 0
vv ~ Y t J s ,J 1 f ~ a i i~ ~ ~ ~ ~ ~ ~ r° ' i , ~ ' y~ '4. \ ~i . _ . l j ' ,r';,~J , / .r~ ~ y ``~,5, "`~1 1 ~ ~ , F 1 J" q 1 t ~C ~'`~,'l !'I ~ ~ ~ t I ~ , N W
1 Y ~ ~ 4 St ~I ~R B t .r' f f ~f ~ E 1 ~ 1 f ~ ..f ~ ~ l~' ~ ;r ! 1 t k 1 ~ i i 1 '1 :t S, ~ .y' ,.».»,::,r. '~:/,r-~l 1 i, `Y, ~y. Y / a `w-~ , d ~ ~ r! t ~ 1 t .r'r r i ( ~ a ~ r-' 1 , ~ f f , ~ ~ / r ,+?J t r • : f' i:t i ..+.1 ~ f ~ 1 l / ~ i 0 S `.,rr ! ,t l !f { j i + ~F" 1 ,f':r f ; f l ~ ~ r, .~r~ ~ ? v • ,~y~.,~V 4 , .1 ~ J t' ! , / f ~ r ~ t t / ' , J t J ~
~ t 1 ~ ` ti4 ' , , ; , i ~ r' F s t , L. ~ 3 . I ~ t ~ r~~, S'. OI~TE F(~R, S DIM , ` ~ ~ 4 ' ; ~ i 'c 't JI d } ~ ~ c n_ E f ;,t ~ 'k, t r f f ti ~ l j l , { ~ ,
r ~ / t..._, ~ ~ A ~ v r , ~ > , ( ~r~ , ~ ~ i ~ a ~ ~ ~ ~ r' f ~ ~ . r F: ~j t n. TI N' r 1 ,1; ~ f ` t ~ ~1 ~i~ r~ U s.., . I E , :;C ' t i`;.ti •1' ! ,r 1., ti, i 3 °•w. .d r J ~ ' ' ~ ' { )t 1 ~ .,'fix'` ~\"V'.` ` ~ j J \ A . ~,,'\x°` •ti ~ ~ i~ a ~ t f . f~ ~ l , , 1 ~ f t , ' f w w N p~, ~ O t _ 0.,. CL N Z
' f i 1 ~ c f ~ / ~ 1 - ~ ,.-W--- ~ ~ 0 l 1 1 ~ r ~ ~ ~ ~ i f ~ / ~ J l ~ , ~ ~ ~ 1 ~ ~ ,1'' r d r ~ ~ a ijl~ t~ ' of f - \ ~~v ~ 5 v. "v,v v''v ~ ~ t I `~b_ B ,
' g rf "`i J f E ! .,,,.w ..r„ k w., jj 1 { f 1 ~ J Y 'r ~ 1 ~ 1 1 ~F 0 ~ i. i ~ r 1 / , ~ i ~ , ~ ' ; ~ ~ ~ ~~,f;. ~ t , ~ , k '"'x} 1 ~ ''T \ ~ , 1 ~ ~ 1 ~i t r r ~y 4 L % ^:'~s ~ ~ s.. f ' f ~ f J F 1 _ ~ , \ r f ~ !rr! ~ "^s , A ,4 ~ ~ ~ ~ ~ Z ~ t 1 J T ~ h \ t .d'...._ O1 ~~~'"sr°""•, ~a A , `V\ 1 V ~ ~ `'w+,> ! .,,.1 ~ 1 ~ 1 f , , 4 l~ 1
: ~ , ~ R ~ ~ ' \ + \ \ , t ~ j f f ~ t t ' J 3 v. t ~,,^'--~M ,,r,,.~,`-,.,? , ` ` "\~`\\i ~ S ~ ~'t y ~ f J + II t ~ , t r " i w ' ~ ~ v. ; ~ti~ E 7 [ ~ ' l •l a1 ~p ,rw~'"~...~„~.,..,..d is °x ~ \ ~ x j,:. ~,,r. / V~ ~ ~ 1 1 ~ f } ~ ~ , Y t i a 7 ( 't ~ / 4 1.r'~ •°",,"'-r:.,.N•! ~ 1 J , W Q ~w
r } , , ~ ti ~ f ,t t ~ ~ ~ ~ 9` ~ \ ~ ~ ,.•,i i ,1 j ~ ~ , t ( r i } ~ ~ ~ J,,^~-_ ~ \ 4 ~ ~ ~ ~ ` ~ 'x. y ~ ~ ~ s j ~ 1 ` ~ I \ ~ ty ^t. 1 x't's 1 w t i f 3 t ~ " f J ! \ 1M,..a. t ` C~ \ ,\4 ~ ~ ~ ~
~ t 4 ~ , . ~..,r~ f ~ y t ~ \ a ~ J i { -r~~ .'•:"_-r-`,'~. ~ { ~ ~ . ~ w\. 'V'~ v~. ~ , ~yy~ p a t r , 4. 'V` ~ e 1 ~ r ; y r 1 1' r ~ "•~E.,/ .x sk , , A e'` +1 ~ E /~tl. I A 6l , w w z C) ` w w z y w
r t u ~ ~ ~ ~ l 1, ~ ,Et , ~ . .w \ \ \ 1, ~ S ~ , C E ED E`~ J ~ 1, ~ a `x,. ~ 1~ l t ~t~~t t, I ` 1 f ' - `'mow \ ~ ti, s. C~ 's ~y'e`~~;\,. \ ~ t 1, E „.i ;t ~ v SEDIMENT BASIN 5A INSTALLATION v . ! x ~ , ,~v v ! ; E ; ~v f .\'.1 ~,i..~ , 1,. r 4 , ~ J~ v, .ti . ti ~ TO ~ S~D 0 ( w
SEDIMENT BASIN 4B INSTALLATION E ~N t ;',1~ ~ ~ ~1 r' ~ ~ ~ , f ~ La t - ~ ~ s ~ r ' , ~ ' , t ,t:~ . .I . ~ ~ ff t k ~1il33 tt .rte \ ~ ~ 1 \ 1. , 1, ' , l { 1 J J xx 1,. l i i ~ ,T s t C C ` ~1 \ , Y 1 J O 1 Xj
~dt t ` 1. T ,r J ~ ~ ~F ~ , t' i j 7 ~ ~ q ~ ~t ~ t IN AND PIPE TRENCH AREA. ifs, o a``~ j ~ 1 AR ACCESS ROUTE TO SEDIMENT BAS ~ ~ ~ , t / r t 1 ! • i ~ ! I~ ~ 1 t ..r^'~ ~ ~ J~ i E f i f 1 tl ! } ~ .r! ~ 1 1, 1. CLEAR ACCESS ROUT T SEDIMENT BASIN AND PIPE TRENCH AREA. 1 ~ , l , ; , , ~ ~ ` , 1 I ; 1 i ~ 1 , ~ E 0 ,f ~:~~v ~ t 1,~ a ~ 1 ~ ' f ~ ~ 1 t + ~ 7. yrr" I j L,,, s5'y \ \ . ~C. 1 i f i i ' f ~ ~ J ? ! ! t "``a i i l t r
t. ~ ~ ~ 1 Z ~ 't ~ . `.~,1 A INSTALL ROCK INLET PROTECTION AT I-48~ CULVERT ENTRANCE. 1a ~ --o , w ~ , ~ , ~ ± ~ t, ~ ~ ` INSTALL R KIN T PROTECTION AT I-4$5 CULVERT ENTRANCE. { i' J ~ I Ir , t ? ; ~ i ; J 4 ; w, ~ ~ a t J J ~ 6 1 -1., t c ( ! t( ! u ~ q 1 ~f s ~ t f
N DITCH SOUTH OF PIPE TRENCH AND , ; _ T. ~ ~ , , t ~ ~ , CONSTRUCT TEMPORARY DIVERS O ~ . ~ N. w~.. r~ , , , 1: 3. CONSTRUCT TEMPORARY DIVERSION DITCH SOUTH OF PIPE TRENCH AND f l ; ,v,;,v^,,`~ , ; ~ ~ ~~'',.,i ~ ~ ~rr,. ~ ; ~ f ~ ' ~ ~ ; t f t~ j \ e ~ t Sf 7
CHANNEL DIVERSION NORTH OF PIPE TRENCH INCLUDING CHANNEL CROSSING ~ r ~..u,,. t ~ a` ~ ~ ~ ~ , ~ t°, t, _ ~ 1 + r r ~ ,~'.i':. J CHANNEL DIVERSION NORTH of PIPE TRENCH INCLUDING CHANNEL GROSSING frf°~, ~ ; ; ~ ? ,.~:..r,.;..,;:.. ? f ; ~ , ~ , s ' 1 t 1 h ~ Y. i I "•r. ~ ~ f ~ f l t ~ " t ~ ~ Y ~ F i ~ ~ V •t :E FOR PIPE SYSTEM INSTALLATION . NO PA I EM r; ; ;a . ~ . : ~ ~ , ~ ~ ; : , , / , ~
5 ~ ~ ~4 ~ F , FOR PIPE SYSTEM INSTALLATION . NO PAY ITEM ~ v ~ , ^~I ~ ; , . ; r~, E ~ r ~ J r ~ \ 1 a v ~ , ~ j r / f /r'~ ~ ~ i ~ 4. CONSTRUCT SEDIMENT BASIN BARREL AND RISER. 3 , 1 , ~ ~ ~ i' f ~ ~ ~ ~
~ ND RISER. ,f' `J`r I•. CONSTRUCT SEDIMENT BASIN BARREL A ~ ' + , .,,,,r , f, , . e ; J ~ I TA WNSTR AM FAC F S M N I ~ ' ~ , i ~ , _ ~ ~ 5. NS LL SILT FENCE ON DO E E 0 EDI E T BAS N DAM. ~ ; , , ~ ~ , , . y
F SEDIMENT BASIN DAM. / . ' a. INSTALL SILT FENCE ON DOWNSTREAM FACE 0 , ~ ; .r' ~ r ~ ~ ~ ~ ~ , , E>. CLEAR AREA FOR SEDIMENT BASIN DAM AND ROCK DAM. ~ , s f F ~ ~ t t f < 1 : ~ # ~ 4 s,~ ~ , , ~ ~'-•1-- -~----~--I i j L `1 1s I ~ ~,.f ! x; f! i.. a,-.. ~ t ~ i i fi I a ; ~ j! f I ~ I, ~ I 1 1 ~ \ ~ 1 ''1 _ 6. CLEAR AREA FOR SEDIMENT BASIN DAM AND ROGK DAMS. ~ v'~' 1,"''='~ "ti ~ f i 't ; I ~ ~ f { ~ " t tY f < S ~ 1 f 1 J ~ {J d ~ f ~1 `,1 11 f ~ ~ ; ; i ~ r / ti \ 4A
t, `V ~ i l i i 1 ~ ~ ~ ` f ; ~ i ~ P ~ i 1 r INSTALL ROCK DAM TO COLLECT RUNOFF FROM DAM CONSTRUCTION. PROVIDE 1 , t 4 S~ ~ f. t,1,., ' J t` ( ~ 'k~1 ~ ~ 1~I ~ 1 1 j~ ~ 1 f ~ ''4 ~ , ~ ~ ~7. INSTALL ROCK DAMS TO COLLECT RUNOFF FRpM DAM CONSTRUCTION. PROVIDE , ~ ' , ~ ~ , 1 •.1 , t - r ~ ~ i ~ 1 4ti 1 .1 ~ ~ ' ' `v 1 ~ , ' ~ , ~ ~ i , , x f ~ ~ .
<s. \ e ~ U ~ 1 i } r (.k , \ 1 i 'V ~ ~ ' } ~i ~ 1 fit. v ~ ,~;1 DISCHARGE FROM ROCK DAM AND CLEAN WATER FROM UPSTREAM. TO ENTER ~ h ~ E, I d ~~f, ',R 1 ~ ~ ~ ~ , ~ ~t, ~ ~ ~ i ~ ~ 1 ~ 1 f f 0 ,`~,1 DISCHARGE FROM ROCK DAMS AND CLEAN WATER FROM UPSTREAM TO ENTER \ r ~ 1 ~ I , ; ~ ti' ~ ~ 1 , ~ ~ ~ ( , 11. ,t 1 ~ ~ ~ ~ r
~ \ 1 r ! ~ 1 RISER. ~ . f t ' ~ , ' \ ~ ~ ~ ~ ~ 3 j 1 ~ k .ry ~ ~ k i ~ t 1 RISER. ~ 77 p ~ ' ~ '1 '2 ' ~ it 4ti ~ t t { f ~4 1 F 1 ` i ` 1 p i i " 1'~ ~ ~s V '1 ~ b r f I "-1--,,.,. 1 r ' 5 , ~ i , t ' " , \ , 'E ~ 1 f ~ ' d~ P ' i.,.'"~ I 4 t• ii t ~ 1 i `
EXISTING POND r,. ~ , ' ~ ~ ~ ~ , ~ ~ F3. RECONSTRUCT ROCK INLET PROTECTION AROUND BARREL OUTLET AND ALONG ~ ,,r.., , , a < ; , ~ ~ CONSTRUCT SEDIMENT BASIN DAM AND SPILLWAY. f ~ , ~ ~ ~ ' ~~~,y~,+ ~ ~ 1„~, , ' i ~ ~ ~ t~ 9. MAINTAIN ROCK DAMS UNTIL SEDIMENT BASIN DAM 15 HIGH ENOUGH TO ALLOW 1~~ '1 ~ ~ ~ ,AE7a~~, ~ ~+~f ~ ~x~e,~''%~'~ ~ ~ ~ ' '°v
~ ~ ~ I BOTH SIDES OF OUTLET CHANNEL. °.q ,,~M..... i ~ , ~ ~ _ ; f h A S' •ry \ ~ I : ~ a~~ ~ FULL OPERATIONAL FUNCTION OF RISER. COMPLETE RISER CONSTRUCTION , i ' ~ ~ ~t . ~ _ ~ ~~v~v .,.1~t1~+; ; fl , t.=~,,,`v ~ _~J~,~. , ~ ~ ' i f t t f `5
~3. CONSTRUCT SEDIMENT BASIN DAM AND SPILLWAY. ~ ~ ~ ~ ' 10. MAINTAIN ROCK DAM UNTIL SEDIMENT BASIN DAM IS HIGH ENOUGH TO ALLOW INCLUDING INSTALLATION OF SKIMMER.
I EdI1NENT BASIN 4B NSET E 3 FULL OPERATIONAL FUNCTION OF RISER. COMPLET R CONSTRUCTION, INSET F -SEDIMENT BASIN 5A 10. INSTALL TEMPORARY DIVERSION DITCH ALONG WEST EDGE OF PROJECT TO
INCLUDING INSTALLATION OF SKIMMER, i R NT A IN. D VE T RUNOFF TO SEDIME B S
N WEST EDGE OF PROJECT TO 11. INSTALL TEMPORARY DIVERSION DITCH ALO G ' IT 11. BEGIN MASS CLEARING OF S E.
DIVERT RUNOFF TO SEDIMENT BASIN. 12, EXTEND PIPE SYSTEM EAST, PAST LIMITS OF SEDIMENT BASIN.
12. BEGIN MASS CLEARING OF SITE.
1 XT ND PIPE SYSTEM AST PAST LIMITS OF SEDIMENT BASIN. 3 E E E ,
LLJ
N
z
W
< M U
J ~ DQ.
J z C
W
Q z ui a. ~C 3:
w
z z
or z 0
.C C c r. ~
w
V N
L0
C7
W
Q
z
EROSION CONTROL W -i
LEGEND og+ww0%U11tr?tr® u i i i ~r l q?~® ~ ' , Ls.
EXISTING CONTOUR I 6~ I - PROPOSED CONSTRUCTION LIMITS OF DISTURBANCE
EXISTING STORM DRAIN PROPOSED SILT FENCE SF-6.62 , • Q , s 0 , UGHT
• ~z:~ -r*:pw CL SEAL 13 28421
EXISTING DROP INLET TD-> TD-> TEMPORARY DIVERSION DITCH TD-6.20 PD->' PD-> ENGNEFMO & PLUG CONSULTAA 100 50 0 100 200 300 NSULTA'~M SHT. 8B
CLEARING AND GRUBBING PERMANENT DIVERSION DITCH a 4944 PARKWAY PLAZA BOULEVARD SUITE 35( U •,NG ^•.N 4,. HDR En meerlnry Inc. ItJ . GINti.. CHARLMME, NORTH CAROUNA 28217 7, RM 350 A 28217
TEMPORARY CHECK DAM PROPOSED ROCK INLET ,o 11 / . of the Carolinas SCALE IN FEET D G C ~t PHON& 704.426-WO FAX. [phone] if 1 A 1/11 x 426.6x80
PROTECTION --.x-----.- - PROPOSED DOT FENCE ®r??pr uert~ . rr ,,ti „ ttitll ® r i r, i .D OF 140
1 =100, 172 128 S Tryon Street Suite 1400 Charlotte, NC 28202 E www.talbertandbright.com I
- - -

'
. .w ..w._ v..n,...
a . H,W~ „..}w.,~,. ,~-~'r „ r, , , ,rT.1j,.~,~ t ~ " a~t ~~„r ~ (1 ~ »t 1 a 4~ c \ 1 `J ~ r% . / J ; - , ~ S ` ~ 1 , ~4 ~y~ :y ' ; ~ r ~ ~ . ! ryy ~ ) ~ 4~ .C ~ ~ d i F i } ~ ~ ~ .,.f r,,,.,~ 7(~ ~ y , t ~ \1 \ x~.-......1,. ? . . . v RocK ~t.-~ ~ m.._ LsJ O
\ , ~ " ~ ~ I 1. i ~ ~ r " a \ • ` , , / ~ i ( l ~ 1 r _ - _ w_.. _ ~ _--~M--~~..._ ~ . - ..w ~ _ PROTECTION - _ -~-~:;~`=~.:.._.•_~-w..
~ \ ~ C~ 1 ~ _ _ . ~~.._.4 - - ROCK INLET - ~ ~ w- .:,~=?~'°..,...,`^~"-'~z _ vii- i '"^„.1...T - ~ , O
,.rvF ~ r \ e 1} ~ 4 r
J ~ ~ 4 , ~ ~ ~ \ 1 ~ ~ I ~ ~ ry~, ~ 1 \ ~ a I ~ ti ~ ~ t ,r t ,D S k~ " ~ , i J i J /r r~ i . ~ ( r' w .cap^M ~ ~ iii `-^.-,•.,^-~.~.~~,y~ ._„-~-~I.
[ \ 1 + 7 t 1 y ~ft'~ "e 1 s t \ , . ~ ~ s ~ , s Cr . ~ " , ~i f f ~.,z*.~^ .1,,~r..,"a E `"°rv:..~'~: ~ ~ \ 'fi? y J z::-{'-lS~"..--- ~i -~wd....,:,..~:.w:.,',. ~~r ' a ~ A "~~7 ( 1 ~ ~ rJ } \ 1 4 1 1 h ~ 1 `-~~-••...'.T' T....:+' ~ ` /mow...` N _,j,,~ y" / ] ) s ~1 l - , ~J„ i y 4,. ~ i """'w"~I ~ t1 i~{' 'ISlI F ~ 1 !r •''"`e ~Yq~ "":^--.::,J...._ w nE 485
,.<r ~ NS UC1~10 U NCE,F W ~ f f. T R ~E ~ J ~ I • ~ ~ N Q ~D ~ ~ ~ r , ; J , Q i j ,J .:T P r, v ti t ; , , ~ ~ ~ ~ ? ,IN T L ~`0 F\bT~E Dk~l T, , , ~ ~ , , ~ \ Q~ t ~ _ _
. ~ t P : , r L ~ \ ~ 1 ~ ~ 1 yA ~ iJ f r r J i ~ ~ q ~ 1\\ \ ~ t`y. t ' /"y\ '`t f ~ I ( i ~ r , \ ti~ '^"'t~~ S '4 ~`•y ~.ri ` ~ / (j. t (r~ ~ a 1` aN"`.~x;K:.~~°~ ti ,..m w ( f ~ f C ~ '.s'~.~"xi"' ~ . R \ ('y j'~ l f ~ It . ~ .V._, ~ ~ ~ . ~ 'li 3~1.•} t~~ _ ,,,.~„w.,„„„^.~"-•-~...'- ~'`i '`i f ! l F.• ~-;l ',y~C ` ~ ` 'C'`, 1{,!"^~e,. ' ? t tt si art ~ s c ~U/' ~lrlj # + ' 'if ;^wM,~"'*"'^;;.-^~:~.: '~.:.`'~~'s~t~r, ':::y t~.. r..
\ ` ,.J i t 31 w 1 ~1 r ' ~d f 1 .t t W~ ~ l ~ , 1 \ 1 : \ 1 , ~ t ~ ~ 1 ~ . r f ? r''~.r'r..-,. ~ i /.r' l h 4.,~~ "hti w \ \ ,1 ` e y ! ~ ~ 4r 4 ~ 1 M { 4r ~ ~~:+i~~ y S I`' ; ~ ~ 4 'yT ~ t ti 1 1 : ,y 1 j t ` ~ `^...`'"^,w , µ»~;::,m. . i 4 4 f I T \ 1, Y ~4 I ~ ~ ~ 1 ~ q.,.`-.......... . r^~'".,w..v. 4 t. ~ r/^l ~ / t\ ~ S 1 ~ ~ ` i 'q ~ t ( 3 rr ! k ` r~~"-~,_. +~~,~y,^,,~ ~~~u-., t ! ~ r f
. r ~ ' ~ ~ ~ IT ~ ~ ~L~ " ^ ~ f r ,'~`ti, \0 ~ t 1~~ ~"y :i^;^.~. r (i~ V s r T '"'""""^^'^w" ~h,.w~,,-w '-•-w V)
~ I k ~ ~ ,,~'"r , F ~ , i SEQ. I , ~ ~ 4 J" ~ i S ? Y~ " i { E ~ i r, r' " f r f ! ! d a r r \ f \ 1 . , f . ~ _ " 1 ~ , ~ ~ r ' ~ f E.~, ~ ~ ANC ~ ~EQ~JE~IG 1~0R ; t ~ ~.,~:•t. ~ • '<<.~ ~ ; , r~,` g ~ ~ ~ \ .~y~` ~ ~ ~ 1 ~ r~ ~ ~ I \ t.\\' w. ' t S 4 t ~ ~ t ~ 5 1~~ y "".tee--.^,""",~~--~~•,~:,."'°~~'
~ ~ i ~ r r ~ a ~ p ~ \ f ; r t ~ ! ~ \ ~ `tom, r i { { .,y ~ } ~ a i " t !~I ? ~fx ? ~ ~ r { ~ Y ' ~ } i i ~ t t ~ 1 0~ ~ ~.l ~ p " ~ 1 ~ a ~ \ ~ • ~ ~ ~ r l 7 R ~ ~ E ~ , , • r , , t rV r 's 1. t a i I ti ~ \ \ ti . *w ~ a ( ! ~f ~ : ~ :'r y ' • ~ to Q
i ~ I i t ~'n. ~ ,~i 4 , l k f CQ ~ s t, ~ ..w!...- \ \ \ ~~°~4 ~ ~ t ~ ; f e ? y ~ ~.1 I 1St " i d _...r`' f' ! i t } l , ~i t , "~`1 S' ~ 1 .t 1 r" j ~ r J 1 ~ \ \ h ` ~ 1\ j \ ~ ~ ~ ~ '.'a ` ~ f ~ s ` ~ : ~ ~ .,1~=• , 1 sz-,.. ,r;.,~.v,~r.~,":••*~"aa,,.. ! , r r RQ~fb C 'T L IG~ES , ~ i w:~' ~ .r , t a d ~ ~ 4 z I i S~yyrr t /j , r~ .3l t ( 1 ( ~ 1 '6 r ~ e \ t ~ ~ ,.v ~ Iir' ~t~,r ~t,'a; .w•Ww..,, il1"'^. L
' Y f ~ 4 , ~ ' f i ;i ~ F ' : kr. ' ; ~ y ~ ~ " ~ SILT F NG , a ~ \ ~ ` - i" ~.''~r if ~ ~f ~ ~ ~ , A ~ ~st i ~ , ~ 1 f ~ ; ~ ~l } I I ; ~ ,E ~r lf ~,,...a-.,,.._._.,.,,~, ~ ~ / 1 ~ ~ ~ ~ , ~ ~ ! ~ i ~ ~ ~r ~ ~ ~t tit ~ ~ ~ r1 l • ~ •.t y r dr ffl /y~ i ~ / / (f ~ « ' ) 1 a ~ t ~ \ t 1 ~ 4 i y i E l iir i 1 ~ 1: y~'
~ f t 1 3 ~ i ~ ~ ~ ~ ~ E ~ ~ ~ w\ a' } a' ~ ~1 1 r t ~ ' ~ , ~ m~ f ` ' , ( r i f
i ' ~ l r E ~ 1 f . i , ~ ~ ~ ~ \ ~ ~ ~ a ~ a " J ~ , ! 1 i F ~ ~ s ~ ~ ~ 1 ~ , _ l 1 tit ~ ~ ,r l i t , ) , ~ ~ r i ~ r'` r - ~ ~ - ' } ~l i 1 i r ' ~ j `r i V ~ ~ j ~ .i y,,,,a- :i,,i ~ t r ¢ 1~ {
.~a r ~ ' 1 1r 1 ~ .i a ti ~ , i ' f ( ~ 1 f ~ Y fl E I ~ (fit y ~ ~ s L~i~ ` ~ r j f i„ ~ ~ / ~ 4 , i ''r t h 1 } C ~ ! r ~ ~ r ~ J E3 F ~ t' i ( ~ r 1 '1 t ~ i }
~ ? I t' 1 f "t J ~ ~.`a,, •-"'-v»., t... ^^~,~-~'1 4 ~ l t ~ ` l ~1 ( t~ f "'..""e^ \ t ( i" 1 ! F , ~ 1 / ~ V ~ : ? t ~2 f j i \ y ~...,._,.,..~`'r ~ ~ ~ "t \ ( a ~4 r 1 f l _ ,s ~ +t 1 I' 7 i 1 ( ' ) ( ~ ` f'~ J.` rf i r l t ~ ~ ~ 3 `i. ~ r J'~ ° r"" k? ( + 9 ! j i 1: ° f ~ / /r ~ f'-~^^.,.~`..w r i 4 t 6R+ i f i ( ~ ,l ~ \ ti t \ t i ~ t~ ~ 4 A f ~ ~~yj 'l4"` _ _,,..,,~.~.-~"`_-,••n.
3 r ~ , ~ a, s ~ t. r s,t ~ : ~ 1 i. ~'LI Y ~ a ~ ~ / r~ ,~":i ~ + 1 ` f ~ ` ` S I '~Y' Q a l 1 r i ~ ~ t \ r ~ ~4f t s 1 LL..
t ~ ~ k r` ~ ~ \ \ 1~, r ~i l ~ j hw ~/''.:~-.~,~r.+'',,//'~ f i ~ 1 t ~ ` i .t. f{ ~ `t ~ ~ I , ~ , r ~ ~ r ~ ~ t ; ~ ~ ~ ' , LI ~ L C I ~ F Ij U)
i ~ ~ r \ ~ ~ 't ~ir 9 S, ' a , f ~ " A .!,1 ~ ~i : { i 1 ° ~ "yt. y r f f i 1 ' i , r ~ ? t y S ` ~ ~ I \,D ~ ~tJ~ R, ~4 y ~ ~ -fa \ / r `..~-^t d t r I t I~~~ ~R~~ i / . ~~1 1 ~ ' R I S hCt\ I \ Lti , L.-`", e r ? t rcr i ~ ~w A„t
r l f \ r ~ j ,r. 1, E s 1 ~ y ~ i ~ t s 'r ~ ! ~ t, Cry , ~ , ~ 4 i s . , t rs r , i # 7b r 4 _ vy, ~ , .~r,,.r,... / 1 r ~ ~ l r ? t \V~t 1 ~@n /'1 W 1 j ( § ~;q yy S ~ r' 0 -1 Y,.! f ~ ~ r' ~ ft Et s t F "~v..~. s''a,.r. : r; ~1 ~ ....~r_^»:~...u^~G. 15 --fir J ,(77 ui
\ S ~ ~ S, \ ~ ~ t ~ ~ ® ~ ` ^ rr ~ t. ~_Y r~ i 1 r r i 1 ~ r r ~ i k ~ j ( ,r { . S `t i 1 ~ 't ~ 4 ! ~ t. ~ ~ J { ~ i ~ ~ i j £ 1 r I ~ ;R.;: . ` t ` t ~ S t~ 1 ~ } 'y \ ~i t y t t ! 1 1 i rl~#, t( I 1 ~ ~ , ` ~ d ~ ~ t i ` ( / Y \ 1 ~ ` 1 4 £ ~r ~ ~ `1\, k i ' ` 1 i F ~ ( 1 ~ , f f ~ r a y ~I ~ i , S ~ ` 'r, `'t ; t i ~ ~ ~ ' ~ ! 'i s - r y `r t i I~ ~ ~ ry elf
~ ~ _ aw t • ~ v ~ ti, , ,y ~ \ I ~ / ~ ! ~ ~ ~ , t j ~ ~ a ~ t ~ ~ i `a r~ r' t t , t t i 'S ' i ( iS f` ~ ' t 1 ~ ~ , ~ ~ ~ ~ ~ ~ s ! r° i , } I i 1 V r i~ t 1 ( i 1, y ' M,... „r--" ~ l t ~ ~ I .~j 9 I
\ ~ ~ ) , ~ » r r p•::*. , '`a' lt~ t ~ r l J J i ' V~ 1 ~ / t ~ r lr ,J \ ;''1 ~ 1a~, r t ~ " y ~ E 1 " ~ ? \ ! f , ' ~ ' ~'t ~ ,\a l a`' ? ; . r,r ~1 ~ - - I ~ f l ! I / ! i i ~ i l } ~ f , ( ' ti r ' ~ i i ~ jt' ~ ~ ~ i, i I ~ ; 1, ~ ' , ~ ' ! / 1 ~ ~ ~ ~ it ~ ' S ~ ~ f t ~ t''~• r
'1 ` , r 1 t , , ' , J t : ~ r' j) ( ) ] ~ ~ ~ . } , ~ t li DS 01~{ I ~ T F'' - e , 5 i A S " t I , ~ i j j .f 1 7 t 1 A i ; ~ ~ r f f :r~ ~ 7 ! , 3 1~ S ~ ~ ~ r' , / ~ <t t
~ ~ o ~ ~ ~ 1 / ~ , , r , / f . , A N , ~ Nti r r ( ~ ~ r r 1 ~ '`r ~ i , t f ; r r ( F ( ~ 1r 1 ~ .r""~r,. ' t ( ^•,~1 ' ~ ~ t (I ' t [ ! ~ ~ j l / r ~ i C3~ ~ ~ t ; ! 7 ? i ~ ! d f ' l ~ ? , 17 i~ ~ `P~, ~ 1 t ( r N Q0 O
\ . y ~ { 1 s 1 ~ ,l ~ r , I i j - ! t ~ ~ 'V 't,~ lam„ 1 ~ ' 'r 1 1 t I ~ 1 I ~ i 1 r S ( 1 I ! ~ y ~ J ! ~ ; ! } ~ i` + ' ' ~ t ` ~ ~ ~r's ~ I, E'~ ; ~ ACCESS ~T 0 ' SE A If~~..r!= O
1,1 ~ } i i ~ ~ 1 t ~ j ! ~ s` .~.,,"'~,.ti~ ^v.^.- ~ t k 1 F rr O I` ! ~ ~ ~ ~ ! ~ 1 ~ ~ ~ ~ ~ , { ' 7 ( ~ 1 1 ~ ~ 7 ! r-"'"""'• 1 i ,`til 4 6,\ ~ a r '"y,' { ` r , ~ , . r ~ > I ~ ' ~ yCa:N T.R 1~1 T l , , ~ ! ~ f ~ UC , I S~ AL T CAN . r , r ~CMON ...E N
. ~ \ r "t. f ! k 1 ~ x ~ r t` .i .r.:.^:';„,,.. ~V t`" t 1 t i f i i ~ ~ i f f .r' f p. ~ ~ 1 t ~ f } ! r " ; 9,; ' ~.,`"~4~.'+\ ~ , t ; r ! + r ) r j r ~ r' 1`t; , o . ~ I i ¢ l r l f I y l , f / f ti ,w, 1 F s + i , r ~ 1 \ ~ d 'V \ ~ ~ 1 ( ~ r t ~ ; ; ~ ~ i ~j ,i 1 ~ / ~ ~ ( ` i ~ ' ` t ` ~ ~ ~ S 1 i J'~`[~ (1~' ~y ~ ~ , ""`w• 1 t' i i 1 1 ~ ' ~ (F ~ i ~ + ~ r`l, f ~ ! I ~ ~ Q j ~t-~7N I fCAN ~~OT~Cf ~ ~ I ~ -•-;,.:,~",_"t;'-,,,\ r W w NN CO < O
\ i p7 t ! r ~ 1 ' a ~ I l e 1 \ t ^ \ ^ { ~ 7 ! ~ pf J 7' S ~ f ! t~~ P k ~ + } d / 1 /v ~v t y^~,?•'? ~ L ~ { ~ f j$pY ~t ! ~ py I1 I~ 4y (j/ ~ nd~'y„'•. ~ ~4"4~~'Ca'~1\ \'t 1 t, ~ f 1 f ~ 1 /r ~ ! ~ ~ ; ~ ~ ~t y I d I ~ ~ t ! ~ ~ ~ / ~ r rr f ? ~ 1 ;f t `ti ^a„~.,,~.rv ....,x,- " i, ~ ~ ` \ ° ~ ~ P f J 1 ( $ I ,F ~ l ( 1 i ~ ~ f i s" ~ F if ` a 1 ! ti, r i ~ I( *~s< ~ ~ ~ ~ ,1 J ~ i ` / ~ ~ i k 1 ( ~ ~ ~ ~ ~ ° L." s ~ ~ ~ i ~ of CL CL N Z
` 1` 1 ~ + ' { ~ I r r r ! l r ~`ti`y~, AA~ a, f;~' i i I / l f 1 ^ ~ " } ! ~ } ~ ~ 1 f I t p ! , ~ ~ • f r ~ "`'t,% ,~„r. / / ~'',.r..r' 4~ ~ r ~ ! ~ l r 1 r , l / r' r :'t f 11 t \ 1 i 1 ! t i I { i t ~ a ~i y~! ' { i ' s ~ 3 J f, ;r j l , t t l S 4 ti r e J l ~ r ~ i ! r ~ ~ r ~ a/ f j J ~ t i~ f i~ ~ ~_..1. { rr l 1 1 f 1 1 J j ~ s u. / A' i 1 t(i , 4 ` \ i(i ` !r r ~ ( ~ / , S f r/ i j i I ~ ~ ~ f f r t t (t h j 1 l~' f~ p r { ~..».}7
? ' t , R~ . 1 t1 C ~ , t { 1 1 { i I ~ ~ z s $ / ,1 • ~ 1 p i f ~ ~ i {fi 1 , ~ M r l r l rf ~ r j ~ - ~ 1~ j( ~ , i ~ + ( i ~ l u ~ , , t ~ ~ / TI ITY 'C~RR R 'T 7 , ~ r, ~ EXS a ~ r O .
S DIMENT BASIN 1 INSTALLATION 1 ' , ~ ~ ~ ~ ,r'' ~ , ,r ~ ~ ~ : ; , f 1 1 ~ i r i i , ~ ~ ~ , ~ ~E ? ~ i ; ~ ~ a, ~ ~ I 77 \ I , r r.~, z r , r SEDIMENT BASIN ~A INSTALLATION j m W Z m u
' 1 1 ~ ~ i + i i 4 4 } ~ F { 'a:z.::,:+.' 4. ^ f !~f r l % ,rr l ~ ~ ~ ~ + ) ti 1 i ' . ~ ~ ui U) ..'...r'' W W
A A T I R ARREL AND ROCK INLET PROTECTION. r , f ; _ : ~ , s,t ~ ' ~ . ` , , 1. CLE R CCESS 0 R SE B r , f , , I li } ' + e r . ~ r ~ ~ , , . 1 \ ~ i ; , , I • ~ f r ~ ~ ~ l ~ i i ~ ~ t r r'~~ , w, ~ , 1. CLEAR ACCESS ROUTE TO SEDIMENT BASIN AND RISER BARREL AREA. M_.. ~ ; , ~ ~ ~ ;
2, INSTALL ROCK INLET PROTECTION AT I-~85 CULVERT ENTRANCE. ~ ~ i ~ a ~ ',tip...: , , ~ ~ ; , ~ .-r- ~ ~ ~ i `D ~ SIZE ~ ~ ~ ~ r' ~ t ~ t 4b a 1 4 f ~ b N T IV i N AND TEMPORARY DIVERSION DITCH AROUND > , ~ I ~ ' , 3. CO STRUC CHANNEL D ERS D ~ ; o t r , : ! ~ ~ , , ~ r t. ;~1 , . ~ I ~ ; , , SIZE f ' ~ ; ~ , E ~ ~ ( ~ ~ s i t T ~ :r t° ~ ~ INSTALL ROCK INLET PROTECTION A I-485 CULVERT ENTRANCE. f ,~:r f ` ~ , , : l., ry ~
RISER BARREL WORK AREA. NO PAY ITEM r ~ ; , v : , \A~ ~ , , , 9, , ; , , ~ ~ ~ . t . s ; 3. CONSTRUCT TEMPORARY DIVERSION AROUND SEDIMENT BASIN RISER BARREL WORK AREA. ~ ~ ~ ~ .,,,y; tt:4~ ; , ~ ; , Ga CL n D U i'
i , v ~ , , , , : , D v2 , a v , , { 1 4. CONSTRUCT SEDIMENT BASIN RISER BARREL. ~ ~y y, • } A , ti. ! NO PAY IT M ~ F , w_._._.._ ~ E ,
5. INSTALL SILT FENCE ON DOWNSTREAM FACE OF SEDiMEN B S D , , , ; ~ ` , .1 r, v ' ~ v 1 ~ p ~ , ~ ~ ~ ~ r,r l j . E,~ i ~ 1 ~ ~ ~ GONSTRUCT SEDIMENT BASIN RISER BARREL, ' ' ~ ' ? r ~ ~ }l~
~ ~ ~ ~r , l ~ , ~ ~ a 6. CLEAR AREA FOR SEDIMENT BASIN DAM, AND ROCK DAMS. v. w, , ~ ~ . , ~ , ~ , , A., ~ ~ , ~ } ~ , , , , ~ ~ , j s i / yl` ~ r ' 5. INSTALL SILT FENCE ON DOWNSTREAM FAGS OF SEDIMENT BASIN DAM. n, ~ ~ fE ; :
T TI N. ~ a ~ , , ~ , ; , ~ , ~ 7. INSTALL ROCK DAMS TO COLLECT RUNOFF FROM DAM CONS RUC 0 ~au ~ ~ ~ ~ ; ~ , ~ , t. ; ~ c;= i. v a ~ ~ 1 ~ ~ ti \ +I \ t ~ ' r ~ ~ r 1 ` ~ 6. CLEAR AREA FOR SEDIMENT BASIN DAM AND ROCK DAMS. .w ~ ~ ~ f ~ r f~ ~ ~ ! /
8. INSTALL ROCK INLET PROTECTION AROUND BARREL OUTLET, TIE TO ROCK DAMS, ~ / ~ ~ , , , ~ , ~ r ; : ; 3 , y, ~ ~ ~ V`t` i l S ~ 1 r ~ ~ ,I , 7. INSTALL ROCK DAMS TO COLLECT RUNOFF FROM DAM CONSTRUCTION. ! , , • i r ~ ~ (i r , ' r ; ~ ~ ,y a a ~ ~~..r ~
9. CONSTRUCT SEDIMENT BASIN DAM AND SPILLWAY. ~ ~ , ;t, , , i AM IS HIGH ENOUGH TO ALLOW ~ ' J r,, ~ ~ 1 ; ' ' T AND ~ , i 10. MAINTAIN ROCK DAMS UNTIL SEDIMEN B S „ ~ ,r. , . r J ~ f ~ 8. INSTALL ROCK INLET PROTECTION AROUND BARREL OUTLET TIE TO ROCK DAMS. , i s ~ . d , ~ ~ ~ n, ~ ( ~ IA
FULL OPERATIONAL FUNCTION OF RISER. COMPLETE RISER CONSTRUCTION, v , L, (+t. ~ , , , ; ; ~ . , / , ~ , ' 1 4 F r ~ / s ~ l ~ ; 9. CONSTRUCT SEDIMENT BASIN DAM AND SPILLWAY. ~ ~ ~,°,Jr , ~ t. ;;,r..-.n_~ i .r ~ ~ MAIN Tf NT A IN I ~ ~ _ ' ~ ~ r ` : / / Ir , 1Q. TAIN ROCK DAMS UN L SEDIME B S DAM S HIGH ENOUGH TO ALLOW FULL ~ , r ~ t ~ ~ f
M ~ " " ~ f r / ~ ~ i r ' INCLUDING INSTALLATION OF SKIM ER. ~ ~ / ! i , , t., ~ ~ / ~ ~ i ~ . ~ ; OPERATIONAL, FUNCTION OF RISER. COMPLETE RISER CONSTRUCTION INCLUDING /"r `f ,I s / r , ~ , ~ , ,
c rr i ~ r ! n 11. BEGIN CLEARING OF SEDIMENT STORAGE AREA. ~ a, , , , , ~ + ar,, ; , , ~ , ; ' + ; , . / , INSTALLATION OF SKIMMER.
IMENT BASIN - ~ s ~ E~ ~ ; t / , + , 12. CONSTRUCT TEMPORARY DITCH ON NORTH AND SOUTH ENDS OF SED - ~ ~ ~ I , ~ ~ , " 1~ ' , ; 1 ! f f 't i j 0 ~ f a~ t f • r , , t 11. BEGIN CLEARING OF SEDIMENT STORAGE AREA. ? ' EI I; (r ' ` j q~ / ; ~ ; r f
TO DIVERT RUNOFF TO UPPER END OF SEDIMENT BASIN. ~ ~ 1 ' ,r, : r / ~ i ~ . ; ~ , " , j r ~ ' 1 Z. GRADE SEDIMENT STORAGE AREA. ~ ~ r , ,a ~ ~ ~ ~ ~ ~ - a, , , , ~ r~ i! ~ . r ~ ~ ~ ~ , r 1. / ~i F ~ t;~~ .f t ~ 1 e
13. BEGIN MASS CLEARING OF SITE. ~ ' " ' 13. B GIN MASS AKIN OF SITE. , ~ ~ . 1 ; l : E CLE G
INSET A -SEDIMENT BASIN 1 INSET S -SEDIMENT SASIN ~A 4
.a
Z
4 .v.,..~ _ ~ _~~.,.„,~a~. _ . _ ,w ; r r .r . ~i~s'9.`-~'~~-~~: - / ~ fir; ...,~M_
•w.._. ..,..w.,,.,,. - Mw,.~..~... - _ ~..u.. - _.o_Y _ ~ W:~ M. w_. ~ mow.. . - - 'r' _ _ , 3 _w _ ~ ~ - • ~a._m - w, ! I c, - _ _.M _.w.,.,.. ~ _ ~.w J ~....e. ,-,..w .w..,_, rat ~--n... _ ' - .l .~---r. ,.~..-M- 4....
y 1, ~~wnuv>ta " `M. _..Y .w"- w.w --w..n ._.p 1 Y.r.--.... r. ......................._,..,,....«_...,....,._,......~.,..»........_...._v..o...ww.,..,..,.,......,._.«,......... M ....W....,~-rw~r +-..-.,._,,.......a._......,...,,„Ta.........,.•«.*w':r,~.._~._....~_,.-,............"'^",~„^..",.......~ ....'brcur,....u~ ..............................'w..-~.~"p"""'"'^'
.w rr~~4 -
...y, •qw.. r.......+. ....w w~~,,~ 1 \ 1 ' --r. ~ '"`"`...mow .,.,,,,,.,,...._..,-~,..,1 ' w....,..«~. _ L
~,.rv ._.~....._w SILT FENCE ROCK INLE ~ -~-..M.___~_.._.. ~.~.~_._.....~._..a--~.~~~_w~`k ~~.~T v J,~„~~.,_...._.,..,......_.A,.._..,,,.,.....,~.,.w__.._.,_...,.,m..._.__ _ Mme,.
~..•;~.:,.~--~==ry~:.:~:~~. w___-w_»~__... w..::._~_~-:.~-~:~ ti PROTECTION f ~___w.,..~._~_.~_.__, w~ _ ` wA..,..,,x.._. ter„-,,.,,,,,, ...~7~~:> _ ,.-.M..,... "'"y- _.w ._.-.~..~...~.a.......,_...,...,........,~..~~ ---...._,...,..,...,...,,-.....,,,.........».....,...._.a.,.._...»..,~.,,....,...,,w ...~~r-.M. w,w
~ fir„ "k'~~-•~~==-::.:`"-"~` ~*.,r~ T..._ _ ~."i'1 ~ i`' ~ ~ = ~p .~....~___.__...,,~..m_..____....._.__~_. ~ TA?E 481 mum
~ ~ = -..--rte,- -.-w.~~ _u_ . ==~---~-_.w...~___ 'I"E 485' . ~,..._.______..~.~.~._.____....._._..m__._.~..~.~ A_ ~ ~ r CHANN~I.. ROCK INLET
,~,M...,. awa.. SILT....F-~N E ,_._DI~SION PROTECT{ON A -.~_~..._..._..__.._~_..,w.M~...__,_..._...,..____._._~._._,.._..__._,....~~......__~...~,__...., ,__..._._.,.~___.~_______~..._,_~...,.____._~~wr._..._.__,~.._.~___~,_~.~.___~..~_r.__~,.~._.,,__~__.___..._.____.,____~._T___..______..~_~.~..~.___ ~.M._.~...,~___._..~.w____.___~ _ _ ~.~...w._. _.__.w . m. _ _ .__......a.._.~._.~..~._...._
`a ~ ~ ~ - 1 I J y ;„,'ter i ~~/JJ ~r~ " i1 ~~v~.:~..^.., - """r."" _N - ~ 'Y /['J~~,,~ ~ 1°,.v~•f; ~S7 ,,,may _ _ _ '~.~nc.«=-.,'~.- "..^"~,s~t'aym-,: ..~---M- .._.r ~~y _ _ `~M1_ _ .._.r_. fem. _ _ r-~' _.4 _w._.,.. ._..m.._
\ \ k^ 4 ~.a' ^^^J .jl.`.....__.~. ~ { r '`I,.~ Faf J '*-"T? r,y a~~"".....,.,,,,_ ~Am~W".'.•` "Y»+ ....+h.-. _ r w4. =tom 5, ,..rte ~ ~ rh / 'r`~« y°'_..:..,._,~.. _ y~ /~J ...p wS~.~w Yl``
T NCB r ~ ~ ~ :S / ~4 _w-,„; :•TT '~1~.. ~ s y^'s` '1 I "";'(/l~ } 1 %'/*'"w' ~e~*r~, _ i ~ ~ ..J ._...?r S..! ( 1 t... `"ar';,,~,~~,.,,;,~z~;w ~ ti'• ./r`~ -n,.,,_ _ ~~f ~Ct'-_.» t~ ~ 6 I ~ ~i ,~l f~ Jam' n. ~...--,,,y/ ~ ,ss r' i f.. {~y~ ~ ~ 1 S f ) ~ J d nr-':: a'~ •"r'",.~
~ , ~ c "'iii C , ~ I t r a d er' r~ i L".'h, S , ' k l 1 ti"".~..,( ""'".~.;;a.. \ t'^. . . , , ~ r.... ~ SEE C~S~R'UC~TI N SEQU NC FORE F ~ ~ ~DIV I ~ i ~ . _..._,~.,_-__...x' _ :r„'."' 7 } Ir' y 1/' , t ! r ~ ~ i "7y" / P ~ ~ ~ mm~ t T=~" N , ~ ~ ' r / ~ r ~ J I ~ ~ _ ~ --II x"' ~.--w)t° - - ~ ~1 , 1^" / ' ~ i `t I ` r r ,-'i"°~- ; :r:,m.» ~~--r• ,F, r~- , ~ 1 c°'" y avq~+.«.ra ,..I - ~ 'v 'n, 1 Pt y , t. r j f p { J , ',~;._d,~j"~f'? r--„~.,
9 ~ ~ / ~ ~ r ~ ~ I " . ~ ~ ~ . ~ , r t r' ~ . ~ G~ r t ,i + , ~ ~ NT : 1 fir: ~ r ~ I ~ , ~ , ' , . ~ , I T LAT 0 O HER E IM ~ ; ~1l ' ~ \ , ~ ,o . , ~ ~ ~ ~ ~ ~ 1 j l py. 1'r f f ' ~ , i ~ ~ I t Y "zC _...n"`• ' v~~t ,.a+' t i,l r'"'"' ~ ~
r C lr r f I ~ f a OSI CO T~t~L E~IIC S ~ / l ~ 1 < p d t {E ~.F ~ ~ f ~ f , ~rf"' f J l "'1,,,. r' i 0 y i ~ ! ~ f ~ 9 ~ ~ ~ " ! , I V V~ r L ! f . r.:?' r,.•,G M,. _ L.i ~ ~ ; j . 1 ~ rw* ~ i r t f , r ~ ~ f + i f ~j ~ ! ~ ~ ° j - - ~ r f r ~r - frl / J, / r',~ y..S" ~ ( i ~ ! r S ,i S i ~ i ~ } ~ i ( f ( f Q ( i o ti t v r c r f 1 ~ `1
r~ ~ ~ ~ , ,.r° .r ,..w ~ M 1 `ti r' f ~ J `f `i~ ~ ,~1 ~ ' / / ! ~ ~ ` 1 ly,j. ) ~ ~ { 1 ~ ~ ~ „s ~ `'r\ 1 a__ t. ~ ti ( ,f~ fi I. i 1I ' ~ j fr, , i i i ~ ~ f° ~ ~ , t~ 1 + ~ w ,et.... . i ~ t 1, i r' Ii•.' ' / ~ r t .t { t r . ~ I r / ` ~ 1 ! i t s ~ '
i ~ ~ r~ ~ ~ ~~EC E ~ ' ~ f~,...- ~ ~ t,~/ (t ' `aF f.Y J ~ ( 't r S ti ~ i ! I • t ~ -~n~` y}y 1 ~ k.,~ ' C1 ~ ~ S , f ~r / ~ i , / r. ! ! ~ r i . ! ~ , ~ ~ ~ y ~ ~ 1 ~y i, ~ i`i.! 1 j TD
f 7 / ` / 1 1 j~' \ -...../r f,.. 't. 1„ ~ `t d' J' tir'~,r rj~ ~ %t ~ ~~'~`~r" ~ ~v,j' j~;1~ i ! ~ k i ~ ~ ry ~ ~ ~ } r'r~ j"• + { it ~ ! rt (rf t f~'r„" ; ~ /a' ~ ~ ! ti ~o. { 1 1 y J ~t~ ~ ~ t r r i ; i 1 ~h ~
~ ~ I RBA REL ' 4 is f ' t f l "~f' Y r . .~4 S a.~i,, ~ ~ ~ ' ~ ti ~ ^ ' , \ I ' 7 r ~ f t r ~r f3.' n....~ . i r ya . '`e ~ ti'ti; w , ~ j , W
' 1\, ~ ~ ~ \ , f ~ l , ! J. ~ ~ . SEE ~ 3~?1 \ , ~ ~ ~ ~ \ ~ r^^~ _ - _ ~ ~ I STS--BF ~ , CL ~i ~ ~ ~...-may 1,
1 1 t I r f , 1 / I j f ~ ~ rr' ~ ~ w, ~ `v \ t ` 1 \ 1 'r r t f J f ~ / ~ r 1 ` 6 t / / ter" r 'y , i , ti . ~'t k ,i j i 1 , 1 i ! ~ f' 'fir rl p:;-.z`'.:l ; / ~ ;G. t , ~ \ y ' ~1, ~ 1 t ~ r \ - x" `'-k ~ ~ 1 ' ~ ~ ; I j i ~ i ~ ~ ( i. (l, 'a ~+y. f . r 1 n,+ ~ i t-a:CJ~E . ~ ~ 41 ~ ~ ~ r 3 ; f f ~ ~ 'a r ; ( :
! i ( 1 1 / r ( ~ ~ ..r'r ~~,d, "1 } ` "tip ' 0'~ \ \ 1 ~ . SEE CO~NSTRUC O S~ ~ F" ~ { ~ ,r~ ,f~ r ~ : , , v. w ~ y ~ t '1 ; i ,i ~ t, 3.\ /r' ~ i i r ~ tt 4 .4~~ n'`'' r ; \ ~ ~ r ~ 'l ~ r I ~ ( ~ j ~ r ,__w:~~- - _ ~-~~1r*+~TA ATI N OF 0 S~ D T~ y° ~`~d ' ~1~ ~~'r ~ ~kv1 ~ ~ ~ i ~ ~ ~ ; t ,~'s ~ ' ~ V LL 0 i.. j ~'I f ,'1 1~ 4t s;t / T /7~ 1. \ ; S 5 ,Yt , t~ ~ j s r ,r / ~ j . , . ~ i> ! 1? s , ( ` ~ i l t ~ i% i ~ V" i ~ `y ` 4 p
I t t' t f - t I I ~ I f L r l 1 ' E ~ ' w f i rr~ / ; ~ ,r" ! A ` ~ ~ ~t , ER051ON CON ROL +E~, ~'',r'rr , ~ ~ 3;' ~ t ~ ~ ~ ~ 'r .r , I r , < t ~ i e . , r , 'r t r ~ t"' ? f. r r / ,n - ~ ~ ~ .e~ . _ , ` , k i , a : ~ ~ t't ' a • 1 r ! ~1 ;9e !VP 0
1 i 0•A r 1~ jl ' P l~Ui 47~ Z~ X I,U, ~1 i s t ~ /l' f ~ ~ ! ~~~~~~r '~0' ~-~...~J w f' f 1 f f t i swim
tq i 0 I ~1 } ti i 4~ 6 ' r i~ 1 r " f' jny4: f / 1 J( l, 't44 tit: (r J f. f r J ~i 1 } 1 ; j} F 'd 1 J / ...w F^'" VE 1 1 r r' t1 L : 1 f f t / \ S .,.,f
EXTEI`+~S~Nl- d ? i ''j ( / 1 ~1 ? t( f r.t' j , J ...,.r'"' F, t t , 1 l' 7 r 1 ? / ~ l a ~ / .r----" r J ~ s~ X71'; " ~ + . ~ I ! I I t/ l i ' 1 ' ~ V I ~ r ~ t ~ 1 , 1, ~ ~ ~ I l ,f .r' ? - ,tr~ d f' r , i C i~ i ~ r „ti y xh ..o-1" S ~ I k ~ { ~ j ' 1 , ~ ~ Z LLJ
t / r[p \ E ; i I J 4 r Jr r r I ,1 1 I I t ,s' R ~ ~ 4. / rf ~ , N Q M Z ...A.
SEDIMENT BASIN 4A INSTALLATION LL c)
l ? ; ! t ' ? r'- SEDIMENT BASIN 3A INSTALLATION 71 / ~ r r . A ti ( t . l ~ k 1 Y 1 A rr 1 ; , 1 \ ~ / ~ . yv O ; r t , 1# ~ r ~r''°' ~ r, : i ...r r i l , 1 1 ~ \ M .`gyn.,,, ~
r,-v....:. . r ' . r r CLEAR ACCESS ROUTE TO SEDIMENT BASIN AND PIPE TRENCH AREA, . ! 4~ k (l ~ i ~ 1 V 't•. ti ~ t ~ r 1 ,r^,' ,,~'~r"''P r t ~ { ' j1 r 1a ` 1. CLEAR ACCESS ROUTE TO SEDIMENT BASIN AND PIPE TRENCH AREA. ~tl ( 1 l 4 G. r l,' 'r f J' f t 3 ! I y M
2. INSTALL ROCK INLET PROTECTION AT I-485 CULVERT ENTRANCE. S 1 1 V ~ t 1( ~t ~ l 2. INSTALL ROCK INLET PROTECTION AT 1--485 CULVERT ENTRANCE. i I r , w 'W .r 9 SEE e
f f f f~/ / r^"" i 1 ! t r '"y ^"r"? f 'ti.r.....7 tZ, ^N J~',°- !i' ~ ~ / i s~ r - - 3. CONSTRUCT TEMPORARY DIVERSION DITCH SOUTH OF PIPE TRENCH AND CNAN , 1 'R ' f"°~ NORTH PIPE TRENCH CONSTRUCT DIVERSION DITCH P~ C t..J I
! ~ , , ~ ?r ~wr ~ 7 J ' . ~ ~ ~ DIVERSION NORTH AND SOUTH OF PIPE TRENCH INCLUDING CHANNEL CRbSSiP L CROSSING FOR AND CHANNEL DIVERSION SOUTH OF PIPE TRENCH INCLUDING CHANNEL r r ' ? r f ,~i r' V~ f i R 29, u ? ,1 t \ l E~ L
1 % J r. r l 1 r PIPE SYSTEM INSTALLATION . NO PAY ITEM CROSSING FOR PIPE SYSTEM INSTALLATION). NO PAY ITEM ? , 3~0. Q x3 ! f \ L y
'rte a r4 r ? 4 CONSTRUCT SEDIMENT BASIN BARREL AND RISER. ~ r? 4. CONSTRUCT SEDIMENT BASIN BARREL AND RISER. r/,- f l i , / ,try r` ~ i U)
-,5. INSTALL SILT FENCE ON DOWNSTREAM FACE OF SEDIMENT BASIN DAM. iA /TO/ r /r V , ? ~ ; ; r: , ~ 5. CLEAR SEDIMENT BASIN DAM. VI, 5. INSTALL SILT FENCE ON DOWNSTREAM FACE OF SEDIMENT BASIN DAM. r 1 r r 6. CLEAR AREA FOR SEDIMENT BASIN DAM, AND ROCK DAMS. (al
7. INSTALL ROCK DAMS TO COLLECT RUNOFF FROM DAM CONSTRUCTION. 7. INSTALL ROCK DAMS TO COLLECT RUNOFF FROM DAM CONSTRUCTION.
r J 1/ 1 r L ! r r /Z , ~8. INSTALL ROCK INLET PROTECTION AROUND BARREL OUTLET, 8. INSTALL ROCK INLET PROTECTION AROUND BARREL OUTLET, , r ; ; f ; ,,9 ~ sf , , •
r TIE TO ROCK DAMS. f i 1-------=-~ TIE TOROCK DAMS. . r.. s 7 § low < LLJ
9. CONSTRUCT SEDIMENT BASIN DAM AND SPILLWAY. ` ° - 1' ' ! , 1 ! ' ` F ~ if f ~ r ! ^:j ( ? 1 j 1 / ..i 9. CONSTRUCT SEDIMENT BASIN DAM AND SPILLWAY. I : ! r f.~ •w 1 r ~~k ~ 34 ~ } M1
10. MAINTAIN ROCK DAMS UNTIL SEDIMENT BASIN DAM IS HIGH ENOUGH TO ALLOT 10.1 MAINTAIN SEDIMENT DAM IS H TO ALLOW FULL ROCK DAMS UNTIL BASIN IGH ENOUGH ,i i rr r Fs s ! 44~ i
OPERATIONAL FUNCTION OF RISER. COMPLETE RISER CONSTRUCTION, INCLUDIP INCLUDING TO ALLOW FULL OPERATIONAL FUNCTION OF RISER. COMPLETE RISER CONSTRUCTION, INCLUDING INSTALLATION 0 SKIMMER.
INSTALLATION OF SKIMMER. 11. INSTALL TEMPORARY DIVERSION DITCH ALONG WEST EDGE OF PROJECT TO DIV ~T TO DIVERT 11. INSTALL TEMPORARY DIVERSION DITCH ALONG WEST EDGE OF PROJECT A a~.
RUNOFF TO SEDIMENT BASIN. i TO DIVERT RUNOFF TO SEDIMENT BASIN.
12. BEGIN MASS CLEARING OF SITE. 12. BEGIN MASS CLEARING OF SITE. <C
INSET C - SEDIMENT BASIN 3A 13. EXTEND PIPE SYSTEM EAST, PAST LIMITS OF SEDIMENT BASIN. 13. EXTEND PIPE SYSTEM EAST, PAST LIMITS OF SEDIMENT BASIN. INSET D - SEDIMENT BASIN 4A Z
EROSION CONTROL J
LEGEND +I0151111118 t r i r r,r Ad, LL-
g - EXISTING CONTOUR - - - PROPOSED CONSTRUC11ON LIMITS OF DISTURBANCE 0 • ( ; 1
EXISTING STORM DRAIN PROPOSED SILT FENCE SF--6.52 EjnxrjrL&BJNL%jr T-
eft ! • Y y ~ . ~ 7 • ~ w° o • - ; Q, SEAL - r^ . -
EXISTING DROP INLET TD--> TD-> TEMPORARY DIVERSION DITCH TD-5.20 - - ENGINEERING & PLANNING WNSULTAN 100 50 0 100 200 300 s 3 e a 26421 .4SUTANn S HT. 8A
r E11 4 ? J PD--> PD-> CLEARING AND GRUBBING PERMANENT DIVERSION DITCH . . 4944 PARK'W'AY PLAZA BIDIJLEVARD, S1U1°T"E 350 •V a `e i` i 4• SUM 350
TEMPORARY CHECK DAM PROPOSED ROCK INLET HDR Engineering, Inc. CHARLADM NORTH CAROLINA 28217 *e '9 GF,. / • FAX- 7044264= SCALE IN FEET e, A of the Carolinas k E . e d, a p , C PHONE. [phone] FAX. [phone] A 28217 42f:-6480
PROTECTION PROPOSED DOT FENCE I~~A1 11g1`4d r r r r I t its OF 140
4j' www.talbertandbright.com 1 "=100> + 41 128 S Tryon Street, Suite 14001 Charlotte, NC 2 8242
- - - -

,,.,,n ' t ~ ` ~ ~ . ,I~ A 1 ~~7 ` ~1 0
fl7` / ~ ~ r ` ~ v"~ S j i a ~ ,.,w . , er( ''^"rr "Jr i ,1 t r ±~w.;• ~ ~ ~ ~i , O' ~ „ ~ ' / ~ ^.-C7f'"M~~'~..W '`fit J~ s,/ '*,..r" I ~ St `a~ t ~ ^w ~ . T~ ~ ~w ~ w t ~ ~ ~ a~ , 4~ W
l ( s'./ ,r r , ~i 1 I ,r y,? ~ t' °i 1 1 ' s:~-""`-w =^"'y.a ~ N I ~ s s.%' s~ ~ 1 ~ 1 t ~ ~ ..r ~ ~ t ~ t ~ ~ -M., v ; :.-,rte- % ! ! 0
{ ~ ~ 4 ~....w.. e'' f ~ ~ 3 ~ ~ ~ .r'"" . 3 ' :a 1 t i \ s `i:, Paz-- I % j'~ f r' j t `l`'°ti'^`.::« 'S. 0
I f~.ne' a „"\..<y,~""~, ,.-^"~r ~ ~ / r" ? t s { 3 `yr: L44 ems...-- ~j r ~ k. .r~ ~ .\.:~.,~j~i. 1 - I
,r ~ ~ i '4 \ llv ~ Y x/ 1}i{i{ rte, "^s., F "a. n
' s, ~ ! ~ F.l+ 1 : r i ,w.l it ` l f. t ",''a`.•., r.„.f ,mznar` 3 t. 1 ,.~«..,e`t 1` .F ~`~`Y.`r ~ V ,kva"un. - `r «'Ps
'k'`.._.,? a I a ~ t . Per , " _ , ~ r, f ~ 4~4, i ~ ~ 1 ~ 1 ! Nom' r ~ ~ s t ~ ~ ~ M ~ ~ r'- - t ~ r
s, ~ / J i . k,. . ~ , r ~,w , 7, 7 1 s : B ! • l
t 4 r~,/ V~' ~ +?M e'"" b ~ k l 1 ry fr~' Vi D t_ 3 j 7 t 1 ~ .nil.:.-' Y/'l jz
V)
z 0 z
~ S * w. w " ~ a ` ''yam- ""r "°,~~r s Y V) 0
F W 0 CC 0
~ r ~ 1 { ~ R~~^ `~-fir-, J.a''~ (V r ry
i Y''~'.. ,?~`',1 :i '~f, 1 ~ t .,.111 V) .
~ ~ ~ 0
1, 1 ~ ' Vb..~' ~ ~;'~~~`ti. yam`.,,; .>^~,y .a'~ _ ,w"_.„~ U
rid ' 1"W. ~ 1 ~y *•y~,. 0
ti p ~ r i f
i ~ ~ r ~ A~ 7~' 4 kJl. jai } a~ ~ .w...:: V3
s 4 I ~ s Ypf ~ 1 ~ ~ 4 1 ~ r r ~ ~ ~ ~ , ~ ~ i , a a k~ l~,,U'r ~ t 4 _ ~ ..a'~' . 1:.... W
6 h 1 i ~ ,i ~ . j , 1 'Z 1 xr .",v.~l,~~ ~ 1. 1 ! ~ W
l , i \a. ~ r ~ t , 1 1 + ! ; ~ r; C~
i ~i 4 ~ i ,p ri y i p ~ ~ I,' ~ ~ ~ ~ 1 ASE Y ~ ~t^`~ ,1 r-- N h7 d' Lo
''ti py ~ ~ f ~.n. ° . ~ ' t r~+'~+' q f' t t 4`.~ ~ p a t t ~ 4 s.~1 ~ ,'^1 f 3.r
/ ~ ~ n~ t ~ ~ 1 nti ~ pp ,i t ~ ~ l ~ r j ~ 9'`;, ~ t it 1, p ~ )4 a1 t ~ t ~ ~ , ~ ~ ~ ~ ( ,r~3'. S ~ 6 r `y4\~ t, ",9 ! ~ , ~ rr [i ~ /s '
~7 r' ~ # tt 5~ "fit ~ f . pf !i ~ I ~ - N 0 0 0
pt t '9 ! i J S, i ~ i f t ~ *.t' 4% f ~ p 1. `"i ~ , / . r" ~ d,..,~.-. f E' r I r ~ f /J ! ~.,y~r" 1: 1 ~ ~ ~ , 1 Y , i ~ . ~.l, Aga ~ .j, l+ , ~ .1 1 1 ! ~ ~t s Y>~ 1. R- d ' ~ ~ U) 0
~ ~ r 1 / ~ r.- ` X11 ~ r I! { , ~t~~ j - ~ ~r 't t ~ r 1 ~ ~ ,k, ~ , , \ N
1 .r i i f I J' CI ~ 1 1 P:h f ` i ~ ~ryy f ~ r ~ w., ~,f~" if r 1 SI'~~~ ` ~S. ! (I~tYMf4 ~e Si I /f~ 1 ` +r / / tr~/'rfll ~ J W W N 0
t, ~ ~1 r ~ ~ s~~ I7'. te'e`., . ~ 1 1~~i f~~~ ~ 1 ~ f/ f If ' t 1 I / f' m p. N z
1+ (q .p 1 :1 M~ ~ ~ j~'w~ `a ~ r =~~~s, i ~~~~1~~,1 ~ , ;r1~'~~~ 1' r, i r~ ~ ~,~t
I, `1 m z a m w z Lli
:3 ,
4 ''t .,1: ,r t t f f ; r ~ 1 ~ l ~ r r wr^"`r 1 r ~ d!'r 5 r, / r 1 I -b. t % ~ s 1 .j' j '.."^w. / / ' ~ ~ x~',L"~~~ r1 / ~ 1. ~w.. f t f l l 'F;° it-~''XW i i~1 {"~,i, ~1~ ~ ~I1 ~ , ~ ~ ~ r t , a, ~ 1 NQTES. © U U w V) z
~r ;1 s ~ /',?'r, r i ys v: rr. , ~ .1 ~ a` t ,f,r~. ~ ~ \ .'~r r /j ~ i r / W 0 -7 -3 3~ U W
Y ~ d s / ~ a ~ ~ ,/r r p ij ~A r/ J erg +.,t,~ f { a ,~"sSt..}~ i' at-, b~ L{`I :.~r" f . 1 '°1 1 t."tom rt; ,~i ''rid t'~ {;f~', ~~S , i ~ r~~,/. / i j ,l r l1 ,....r , , , ~ ; , , ; ~ j; 1. REMOVAL, OF EXISTING UTILITY POLES LINES AND APPURTENANCES CAN ONLY OCCUR AFTER APPROVAL i ry x = c PROVAL W p a- CL 0 0 0
~ r`~' ~ ~ t ~i 1 . i r~ J` I J ; r I f~ J / ~t ,tj , ~ ~ , r' f r~ ~,,.r+" ~ • . ! , ~ ~ F r ~ f k r rrs ~ 11Y~ t-;<<, 1 ~~rr %t , ~ s_w..w~: ~.r{~ t,r OF THE UTILITY COMPANIES THROUGH THE OWNER. NO REMOVAL OF EXISTING UTILITI S RVING ACTIVE w, ~ , , ` ~ , w , ~ E SE G ACTIVE
~ ~ ~ ~ ,(jrf . " ~ g 1 / / + ti~ h~ , 1 ~ {{r~ ; , , , ; _ ~ {f.~ ,1 ~J'~., FACILITIES SHALL BE PERFORMED UNTIL NEW UTILITIES HAVE BEEN INSTALLED BY UTILITY COMPANIES ANI ANIES AND
; ,4, ~ ~ ~ ' t ~ ~I f 1 ; ~ ~ rt r ~ '°R 1 ~ / ~ ~ r 1 , ~ I 1 ° ~ ~ ~ b I f ' , ~ 1~ '4 ~..-~r..~ , r~~ 1 . l,,. ~~,1r`~~, _ I ~~ta~.~.~.. ~ ACTIVATED. EXISTING ACTIVE UTILITI REMOV Y T t _ f r , ES ED B HE CONTRACTOR PRIOR TO RECEIVING APPROVAL 1,-;.y:~ Y~'.r s`f .1~ tt~,, r`-.'^-,a'~-r'^t 'R ,~'~`}..i ~t"° ~ a~N 'PROVAL
t / ! r ; - ~ ,;x: ,g, ~ , ,.rW ~ !l~.. FROM THE OWNER SHALL BE IMMEDIATELY RE.~TORED BY THE CONTRACTOR. IF THE CONTRACTOR FAILS ) ~ ~ ~ r r t, l/' r~ aR FAILS
o R ~ / 1, ~ / ~ z; „'~~~s ~;,:~1 ' ',;i/,~'% ; ! ; TO IMMEDIATELY RESTORE ACTIVE UTILITY SERVICE TO THE OWNERS SATISFACTION THE OWNER MAY ° ~.r . ~/~•1`~~ ~ ate, , ~ r'~~ ~ ~ , /~f. / a ; r ~ d ~ l ~ ~ , f1. - ; ~ ,~I ,1 ; CONTRACT WITH OTHERS TO RESTORE THE ACTIVE SERVICE AND DEDUCT THE COSTS TO RESTORE ACTIVE MAY
r ~ I •t ~ , ti ~ ~ ~ t , r. ~ r~ f g s ~ s , T~ ~ ~ r p ' ~ r r' t r d ti, ~ ~ ~ s. Y, s ~ ~ ,!Gr ,a3 ..~t'~, % UTILITY SERVICE FROM ANY MONI E TO TH NT ~n , _ - ~ : ~ . , r rs". ~ ES DU E CO RACTOR. RE ACTIVE
e. I~ j ~qP 697 r,~ ~ ~ ~ ~'~f~/ f '1 e Y •n".~ ~ 4 aft '~ti,~ l l ~ ~ t . o ~ r ~ ~1 i
' , / ~ q y ~ EXISTING POND ~ : r / ~ ~ I Ff i V ..4 C t t, JND , r ~ , >r ~ ~ ~ , ~ , ~ ~ ~ ~ ~ ~ ,i~ ~1;r 2. THE CONTRACTOR SHALL ANTICIPATE BEING REQUIRED TO REMOVE WITHIN THE CONSTRUCTION LIMITS ALL `y k\ S 7 .IMITS ALL ~
t , / / ~ ~1/. 693 . ~ .,'u i UTILITY POLES AND ELECTRICAL E UIPMENT EXISTING I-48 RI HT-- F- r , , , . ,nr" ' ~ ~ , u a ..4 Q 5 G 0 WAY FENCE WHERE INDICATED, GATED, ~
A ~X ~T. r /a, ,,i , ~ i. ^ , ~ .t~~r, , . . ~ PAVED BICYCLE PATH ALONG WALLACE NEEL ROAD, AND PAVEMENT OF PUBLIC ROADS AS IDENTIFIED. . I, ; 1, ~,;1: , r 1 f ~ , ~ f ( ,rr f ~ , "~A ITIFIED. IL- AdIlL
r`~~ r ~ r 0 r y Jr mar"/ ~ f ; f~ ~ I'1 k` ~1 i4~' '+~.:r ~:sS~ r1( ,+~",rr' ~,/.Jf „n~r/rt//?~ tra ~r `a ~ / / ~ • 4 > p 14 ~i r ~ Ss ~ ~ ,.:.~z i ~ .}c:.. ' r' { 1'~ x' I ~ f' w .x" ~r/ sr' Ur t'+' ! ( ~ 'd~a fflr/ p ~ t, ~ i ~ p f'~ , g f "'1' , dr•'' rr f +r~ r~i~`~ J~ s, ,rr, 1 r ,r~? /p ~ t o a{fir ~1~ r r:' ~ ~ j s.,.,~ ,t~ :,~,;p. . l ,;_w ~„~a~~ ALL UTILITY POLES AND ELECTRICAL EQUIPMENT REMOVED SHALL BE DISPOSED OF IN THE DESIGNATED ..I ~a^ tit YF1 ~ 'j7 1~ "',t \~ri. ~~1~t, 1~1 ~ ~ a ; 1r~.~4 „ WASTE AREA OR OFF AIRPORT. GNATED 0
, ~ 4 tdr -s "`sa. `a -S. ~o-~'" ~r."',W„ Z r~ rr,/%i,.,r~ ,x ~ ld ti ,.e r F ~ , a~~~ r! rr ~r ~ y. qtr: / " .l / r"`,•'`~ i'r~., ~ J' 7 a~ ' i i t ' 'Kt i ~Y ° t J. ~ 5 ~ 9r/li~ ? ~ f f ' ~'h,~ 't .r'' ~ h t , ~ Y ~l ~ r. " ~ .n~
r,.. f ~ /r`'~-' ",ar'r ~''~.s'--'' _~~`'~~''~G'1 i 11 ?"s~ j/'. i~° ~ % ~ `i-f rl 7 ~ ~ ' !i~ ~ 3. AL R A WAY ~ . , , ~ ~ .k, ~r, l.ff.d,~.-, 1 r,, s ~ L 0 D S GNAGE SHALL BE REMOVED E3Y THE OWNER. ~ mom
{ r / w p ~ r 1 ? ~ ~ p f .d ~ s it , '1 . , ~ / r ~ , S / . l,'~ 1 ,J..r'% sue,. 1 , ;i„}iti1 ~'t '"4 r~l, ~ 1 f~~ t it / ~1y' i st ~ "`i ~lf .~.l,i(~/„ ,f( ~ l~ ~ ~ ".i~, 1.1 0 <t
? / 1 J f a ' wr g `..1 ~1 p f ~ ~ /"r.x~,:~.''" - a.~..f ~ •a.. 'aa~ i' s/ '"~,"a C .j; ~ r r{ ti ,,,r r , r ......r"1 CJ i r'$"~ '3 ~ V r;. ,i"""'.W..?°~.. •r^ • ' l ~ J~ ,,w..,, f ! f 1` ! ~ `""'y a ~":w" 1 q 1 r ,M.. ' ~ v j , ~ ~ r' I l v..~-"' j!~ , ! s ,A.,..,WJ,~. r' ` "t' l` `4 i~,r ..r' ~ ~ ~ ~ ~ ' i~ ' ; ~ ~~'1•. 'n 7 ~ ~ I ~ 'i „r~ f r,.~:., , , , ,E 1 1 ~ " ~1,, 4. ALL CON CR T ~ , , ~,,t' , E E SLABS, BASES AND FOOTINGS REQUIRED TO BE REMOVED WITHIN THE LIMITS OF r . J~ ~ '~rl. \ 7 "~<< ` 47 , "a~.~y ~ 3t 1,. ~F\N .~Pl 4 f a ?i !i f / t~ . r :1~\,, t~} t. h ~ . 4 ! q}¢ 1, \u :l pj~~ S 4,. ~.v.:m~.~,„/ 7 , r ~ J' ~ ~ iF} }Yi 7~1~ f, ~ ~"4 tip ~/...r' T T
~ . ~ ~ ~ ~ l ~ 4 ~ r t. i - t t ~ ~ ;r`:ww~~, ~ , ; ~ . : , " ~ ~ w:~;,::. CONS RUC ION SHALL BE REMOVED BY THE OWNER. ~ ~ .a , , t s ~ s t !I . , ~ . i ~ la ® 'Q
'r /l ° ~ ,~r~,+ ,J~ { ~ rr ~ .M"..,w ~ 1 t ~~t; 7 ~)~T if?.,~ ;u~.~-~ w~i Jr ~~t J/^° w 1~ ~~l ifs' K~~... ',1fi ;v ''t ~f ~ t / j / { .x'` y ...,.,ww~,... ~ 1 1 ~ 1 ~t F i t~r'if y ~'"'»j „...'^~'*~s.,. Q~--^~l{r(.,~"~i6'r ~ ! f`;r'r ~}r ` ~~3. „~j(~~ Pfi ~'w, ~ ~'w P i' p i r"~~ ~ S A P 1 "''2.i"" ~ G f i --/f r ~ 1~ ....s , i i r "`4 i ? i , ~ y1 f ~ ~ r,,,. x, y ~J'~T~ ~'~'~N • ~ 6 ~ 4 i , ~ t . 1 ! t r s~ ~,1 ? ! 1 r G- ~ I~, f ~ fit I ~t ~ a~~..., t ,1 ~ n ~1 ~ 1~, ~ , - , ~ x:37 , , ~ ~ ~1, ~ 1 ~ 5. EXISTiN AIRP RT F N HI i , , ~ ~ , : , .,,,.7,,r`,,~' ~ G 0 E CE WIT N THE PROJECT LIMITS SHALL BE REMOVED BY OTHERS. Z.
^,H +k` f( t ~ .:r' ~~J/..,..~ \ f f Y \`e ,t`.< q~ n ~fF/ . ~ , ~a..,.~ e: I .•7 ~Ip (p ~ t <;< ; OF D I SSkI"R B v,,,~ , ~ v..._ ~ ~ . ; t.'il ~ , ~ 1 ~ ~ : ~ . i~ ,1 9 ~ ~ a ' ~ ~ , ~ , , . s ~ 5 ~1 ~ 1 r ~ , r t t~.l 'k ~ 1 Ii. ~ ~ ,T_ f ~ 7 `,~4 1. ~ .x.~. . it { r ~ lj 4 t ,~i. Y„ " 1 . i. y~ ~ ~ i ,it 3 f ~ l~f '1` 41 ~ „1J Y, ix ~ ~'ii.~' ~ 1 it r \ s r ~
1 i ~ .r^" r'r ,s ~"1 ,f ~ r^^,- .ti q l f t ~ ~ ,p { , ~y w 1 n g ~ j, .'ice ~ r' M. f` / IA ,,,.~~.„=..W- \ 1r~ . 1 i r! } ~r : ~ ~~1 ~ it ~ I t „ , "sue -h"`\. ~ ~ , ~ ~s` r r ~ ~ ( i i I~ ~ P .e -*y ~1 ^,rr" ` .t..~'r-M '~i S~ f r ~i~, t.~ t t~ / ~ i ~ ~ ~`w ' , f 1 t + ~ , ~ ~ , F ~ l,~tl~~t~~~ ~ , ~ ~ ~ , ; Asia ; ; ~~~~6 ~ 6. E~(iSTING INTERSTATE 485 RIGHT-OF-WAY FENCE SHALL BE REMOVED AND REPLACED WITH TEMPORARY '1'r ~i l~ I ~ E %i ~ s }}t ~~,t~ 11t tp,t,',{ i'.e ~ e, .1~ ~ >t;',`,~i~J",1~1~~~` { 1~., j ~1> I ~I 7 , t' ~ 4PORARY
.x--„ ~ , - ~ ~"4 ' j't , _ ~,,~'4, `1..,. -.•.,-..~:'~t^ ~4 i -.s ~ . '1 v,,.>C:r'~" ~ ~ ~ s p ` ~ N,~ ~r 4 ( y ~S~ ~I t f ll I f~ ~,t t1 4 5i. 1 ~ f lt~ i4 t 4' l~ \ \ ~ ~ k, ~ 13,.,, , ~ . t,~,,, , ~ , ~,7,, ORANGE SAFETY FENCE UNTIL PROJECT COMPLETION, AT PR T ~ , ~ ~ t „ , ~ ' , ' ; ~ OJEC COMPLETION, REPLACE TEMPORARY 'ORARY iw-
J'1 d y ~ s ~ M .,<~s~ l1~ ,~^''~--»~C°"~` 4 ''""~-r ,j ~ 1 1 1, ! 1~'~;~:..-~"'~y,.~.. ~ " "fit,, I r ~ y r ; , ,j~, o , ~ ~ - i ~ , ~ i .~..r 1 ~ < d ~ ~ 7 ~ '`V ! w:~ " ,.o.. w ( Y',°' ~ r~ y { . '~..~;2.. Vii: M~ .J , - r r ~ , , . ~ ~ r ~ a ~ t ~ , , , _._.l ~ ~ r ~ i 1 ' s \ , ~ ~ ; t r J ° j .r°"".r'`~ A i ~ f ~ /r' r . ~c: I~ ~ L ~,,,i , } 1 , 1 t ti x , ~ ~ r "a \.T,.»-.. .d ~ r / -1 .,w # t ~ f 'y ~ , ; ~ / J / r w`, ~ ~ , ` .....-J ~ 4 s ~ $ , __~.1 ~ ..111 . , ~ ~ ~ ORANGE SAFETY FENCE WITH PERMANENT NC[)OT WOVEN WIRE FENCE NCDOT STD. 868,02 .
w-~,.. ~ , , ~ ; , f 4 _ r°~' ~ , t 1, E , I,l~ r 3 ~ , ~ ~ ~ ~ , < , . '~v ; : ~ r ; . , . I ~ , , 4,~ 11 p .fir ~ . ~ d ~ . l ~ ,r i ~i ~ r , . ~ { , 1 11" k, ~.;`i.;: , ~ 1;1',.." tip ~IMI ~
rd f " ti ' , r ~ o. w...Mr^ r ~ y'' r ~ A ~~t".: . ! j••.... 1 ~ ~ , , a M ~ / /fP r t°` .'r ~1 t >~p t ~ k..w„. .r :`:*mc:.:~ Q ~ A ~ p ~ ~ ! t / r ~ ~ ( l l r,„ w,...r i 1 t ~ 1, o f f r / i ti. `I ~p~ ' -.«a--•, ~ t".,.,V ~ ti^,2 .K. i• ,.'-^-..?rr,%„ , ~ ~ 1 1 ( rr~.,~ ~ .w... ~ Ir 1 ~ ~ , ~ 1°~~~,;, ~ ~ 7. ALL PAVED DRIVEWAYS PARKING AREAS AND AC ES ~ ~ ~ C S ROADS FOR EXISTING BUILDINGS SHALL BE ~1 v~ ~a , J 1 I~" ` i ~ t ; ! a ~ ' . > . ~ REMOVED BY OTHERS. 3E Z
?I' ? ~ L r 1 ~ ~.i ! ~ ~ 1.^} A Q \ v `J ~ ~ ~"i?+~ ~ 4 v..... ~ I r ~ i:' ~ ! ~ , .r~ i t 1 f ` 1 f ,r'~ / ,«sr"' ,r":>-,,4,"" ~,'~o- „ ,,.,~,'f " dom.,.,.-,".' Y.r t ~ pv fJ! • , i ~"^v.. 1~~ ~ is t / - r: 1 i r ~r qs, i r~ I ff J ~ ~ , ~ , ,,w. ; f f ~ 1 ~ z.,~z t ~ l t
§ , ,a..< M..r t ~ ~ ~ r ~ <re",. . ~ ..../S.r'' a )>f f 1 S.-A ~ ~ ~ x , y 4 ~ \s...~ l I I l i . ~ ~ ~ ~ ~ s .M... ~ .d. ti , ~ f 3 ~ ,r , J ,x~^-,w ~ . ~ ...,f ~ ~ s a. f ~ ba"~ 7 t~ ; 9 ~ . P ~ f/ J ~ Ir r• , f j r~! r` i ' ~ ~ ~ r ~ ..,r"'+ ~l ~2t. ~ ' r: ~ ( v. i t f t ~ ~~y r / t i / I ff1 S ~ ~ ~ ; ~ ' LL DE OLiSHED M ERIALS EXCEPT POWER F OLES UIPM NT A T ~ f ; r ; ~ , EQ E ND U ILITY WIRES SHALL HAULED TO ~ ( ) ~ LED TO
U ~ . . ~ 4. q r . , ~ ~ ~ p ~ t ~ ~ t i ~ w..?~(J , ~,r^ S ; S ~ t ~ ~ , 1' L»; ' ~~`""~"^-:r!sa'v 4 ~ ~ 1 5 r' ~ ~ ~ ~ / t ; , ~ ~ ; a,r ; ; , ~ . THE WASTE AREA SHOWN IN THE PLANS OR OFFSITE. l ~ ~ ! t ~ , i ~ { { ~ 1 ~ F 3 f t lj , I 'i' P ly.,k»1 Z
r . ~ r ~ f i ?„r ~ } ~,~r ~ , € ! ~ , / l T a,<"~ ter,,. 1. ~ ~ "".fir r' ! ~ t t + , t 1 / . {j r l F t~ ~C l ~.l ( F '.r'r- ~ ~ { ~''~rs r I # r r 1 ~ ' 1 l I 1)t l ,r ,l ,,~t ` r 1~~i iG,~. ~ , ~ 1'.. , ~ 1 1~ ~ ~ , ~ , ~ . lilj 1 7 , ~r r ~
I I t 9"`~ ~ ~,,'v~ "'~.,,s~'''~m ~ ~ 1 ! ~ ~j ~ ~ x `ka:.,,,.. r. J f ~ f ~ i . x r ,r ~ ~,I r"'~ `r`-~ti ...~.r^'"~ p i^, ~ ~ ~f .....,.?r,. ..,.~i .:,t ...,a,. y~ .....Y.., ,1 s, ~ !f j t r t"" ~"x^ ? r''` ~y, • , t t..aw-tr-_ ~ \.7 ~ ~ \ r^",1 ~ . t ~ . 1 t ~ f p 1 , , 1. , , ; 1 9. SEED LAMS AND SHEET 4 OF 140 FOR PHASING OF PAVEMENT REMOVAL OF EXISTING PUBLIC i if ~ 1~~ r ~,1 , ~ ~~,•~,i/,'1 ~ ~ ~ 1 ROADS. PUBLIC
~,,r r^ / P""" ~ 1 ~ t r'"' ~ r; ,.d ~ µ,;,a ~ { ~ a - a _ f i : ~ ~f' ~ t r i j' ,f f' ) 8 p . f r„,w r„, E r `ti..~ . 4 ~ f ....."1 ~ ~ ~ f ~~~._...w.,.+r^~, ~ ~ t""`` J i / / r'^'~'n J 3 2'~ i ~ f - f' i tn,. ,F"~,°. ~ t t .r` ~ a v'~ ..f 1 ~ , 1 ( ' 1 ~t` , s 1 r ~ , j ~ r`~ r r, s~ r ! ~ t a ~ ii; . ~ r, ~ ,
a""" F' .,,.a{ 1 ~ " f ~ \ k 4 R ~''k " ry / ~"".s ! 3w:. f, ~'jt / ~s,w~ 1 i r r"' lr ~ r" s r D ''p 1 ~ `t, w.1 ly.,. } r~" ~ # ~s"'~M R,=,~.e'~,~,r' vr" ~""a r t 1 ..~,:'ar ~ / l n ,.r' wY f, t l ~ l r"a t., ~`V'~~'r~, _r y / r / '.~r~, _ ~ r ~ / ; , 10. ALL MISCELLANEOUS DEBRIS SHOWN TO BE RI~MOVED SHALL BE DISPOSED OF IN THE WASTE AREA OR ~ / / f REA OR
r J f d .x'` t//~,> ~ ~ ~ -1 f "`^~~`.d~~}, G ^ ~ ~ 'q~; +r ; ti... { a} t.P' y- .J~'~1`s - r ~ ~f{~` ~r r. " '<,r; f O - ..r'"`,;:« Y' ~ f ro ~ 5 N" t r G~ „ r ,`...'~r33'.-.. ~ ! .r I ~ i ; OFFSITE.
. t~ V ~ ~ , w ~ . , ^ .P,;. " ~.:w'",` p { ~ 'l., r .r'.w t...^.°""o„?.^'-% a"`~ 1, ,f l rj I ~ ' j' t _ r' ';l ' ~ I
~.:w- f M "a ~'I ~ ~ ~ ' 4w` J~ .r 0" i ~ t ~ r. I r 4 y\ "'y....,.,. „4'~ , al rr j'~ ~ 11. iF THE CONTRACTOR ENCOUNTERS ANY MATERIALS CONSIDERED OR SUSPECTED OF BEING HAZARDOUS, kRDOUS,
1 .~4., ni 1 a"` t r 3 ~ i ° ~ 1 4 xa' t ~ 1, \ ~ r st ~ 1 `'y~,',~ ^..w r I~ E v e $ r .~c~ ,,f s1 ~ w„,~ ~ 4 r, _ ~,r k y~ i ~ ~~il.a ; ~ 1~. / ' ~ HE SHALL IMM IAT Y T R f.°~ ED EL SECURE ME A EA AND CONTACT THE OWNER FOR FURTHER INSTRUCTIONS. Of. ONS.
~?~r s x'k"~-; r" ~tt . ~z ~ ~...M„'w",_.:- .~",%:`a""""/ p ~ f , 4 ,s 'r rt" r` ~4 ~ , ~N $ l> i ( y 0 .,l ,..J v I , J~ 1 ='S,::~.p w_Mfi~ h. ~L. ` 1~ G. V' t ~ p y r`" ,/r~ ro i,~ .r>~ r r^1 ~ r.W` % s y ~-.."`r>a~^".,,..., ~ ,y` " ~ 9 ~,,,~.,r ~ r .~Y~ , f ,r j~ ^r J, ~ ! r'>,.r a 'i! ~ ~ % f r r " 12. REMOVA F P RTI F L 0 0 ONS O THE BICYCLE PATfi ALONG WALLACE NEEL ROAD WILL NOT BE MEASURED FOf ;URED FOR
' u~ ~ en i'"r ~ f ~ ~ ~ ~ ~ ~ ~ r i G^.~^ r" +Q of . , (&..r ~ "°".Tr..~.,.,J t5 I ~ • 9 ~`ro "i4, r"_""' ''~A , t ~ f ~ g a f ~ ~ 1 "a..~..^~, j ~ .rn.:, r ,d s I fi r" ° ,.r°' \ ~ ~ 1 ~ ~ t rf ! ~i y--'~ 1 . t 1 .f ~.F ` ~ ~w /Q ..w« »A t rt ~ c PAYMENT,
....rte,,. • '`~g' l~ ~4 , r~ rr t ~ ~r~ { ~ f , ~ ....a+ i rt ~ 4 4 r`r- ~ f Y~ ~ r' .::.y. ^d ° f C ~ 1r 3 f^'I lye 1 ~,{•w' f'~. ^ M k;\'~&"? ~ ~'~'~t~"' P ~~'`.,yh~ 'ti wf' ~ l i ~ ~r~'~'t J/ - I i"" /f''} ~ }`S ~ •w-~.:.~~ ...a ~ ~ t~ ~ ( f„~dp~t~.,•~ a~;ff i ,.,w a t~ ~ 'S 1 1 »..,r f ~ f d S 1 "1 v p ~ ! ~Lr ..~~1ti?° F ,/~r". I ~ s S ( r
f . t / '"t € t 1e f y...., ~ .si. F ! ~ {$~,jl !i E f ' ,f J 1 1 f P 1 %'i ~ . r i ( `4,.,. a f ~ ; X11 .r'r ~ ? 13. THE LIMITS OF L AR1N AN R IN C E G D G UBB G SHOWN ON THE PLANS REPRESENT THE AREAS OF PAY lY
QUANTITY FOR THAT ITEM OF WORK. REMOVAL OF OTHER ISOLATED TREES MAY BE REQUIRED TO TO w
~r~ % 1 P` '~j 1*, ~ i l ~ ~ ~ , t.. L/ 1` ~ Y i ~ ~ ~ 'F ~ ' ~ , ~l ~,,,'''x ~ .~T'.+." ! f / '4,. ' .fir ,.l !rte ~ CONSTRUCT THE PROJECT. ANY REMOVAL OF' ISOLATED TREES OUTSIDE OF THESE LIMITS OF CLEARING :LEARING
a'# d ; ~,t i ~ AND GRUBBING SHOWN ON THE PLANS SHALL BE CONSIDERED INCIDENTAL TO THE CLEARING AND GRUBBING ITEM OF WORK. ND < Z
' ;a " p: s 9 ~ ~d 3 } ice. t { ; ~ E ! ' 9 ~;Y'.'. Z
.w.a.... / _ 9 t ~h ~iY h:. 1. Y i ~ ~ Y~ ~ f.r t !'Y \ J2'"\ \ Y 1-F u /tU~0t A 14. A DIGITAL FILE OF THIS DRAWING WILL BE GIVEN TO THE CONTRACTOR AWARDED THE CONTRACT PRIOR .T PRIOR
! r ~ t L ~ ~ ~ ~ I L~ ~ t f~~i,, ~ "f~ tf ti,,,~ ~ t ~ ~ i~' l "`'r~. TO STARTING CLEARING FOR LAYOUT OF THE CLEARING AND GRUBBING LIMITS. N" CN
; Yi E p t r vk x.;::
15. FOR SB 5A & SB 3A USE INLET F02 AND K01 FOR RISER PIPE, AND PROPOSED CULVERT AS DISCHARGE )ISCHARGE Z
0 IS BARREL. INSTALL SKIMMER TO BASE OF INLET AT ELEVATION OF EXISTING GROUND. ORIENT SKIMMER XIMMER D Z Q
. ar ~ tt i i ~ , j Gr'"" ! ~ ! 1y y t . ~..w+j TOWARD NORTH.
I-V f- { ( 1 16. CONSTRUCT CULVERT UPSTREAM OF INLET F02 & K01 FAR ENOUGH TO CLEAR AREA FOR SEDIMENT VIENT
BASIN OPERATION. BULKHEAD UPSTREAM END OF CULVERT TO PROHIBIT SEDIMENT-LADEN WATER FROM TER FROM w - .j Z Z
ENTERING CULVERT.
i^.
17. MISCELLANEOUS DEMOLITION WILL NOT BE REQUIRED IN PROPOSED ON-AIRPORT BORROW SITE AREAS W AREAS Z W
sf THAT ARE NOT UTILIZED FOR BORROW IN THIS CONTRACT. t ~ ~Z
18. MULCH RESULTING FROM CLEARING AND GRUBBING OPERATIONS MAY BE STOCKPILED AT LOCATIONS 'IONS t7
P IDENTIFIED BY THE OWNER NEARBY THE CLEARING AND GRUBBING OPERATIONS PROVIDED EACH
1/? jf STOCKPILE DOES NOT EXCEED TEN (10) FEET IN HEIGHT, THE STOCKPILE IS PLACED OUTSIDE THE HE
PROPOSED CONSTRUCTION LIMITS AND THE STOCKPILE DOES NOT BLOCK. ANY ACTIVE ROADS.
P I W w
1 l .MJ J ,
U
'4. o
CL a
1 w
1 j(
z
EROSION CONTROL w
LEGEND ,Np~WUwgiq i fill
7 _ EXISTING CONTOUR - PROPOSED CONSTRUCTION LIMITS OF DISTURBANCE r•
EXISTING STORM DRAIN PROPOSED SILT FENCE SF-6.62 , oo' 0 200 400 6ooAo TALBET 200' &BRIGI G T Tl"r
SEAL
0 EXISTING DROP INLET TEMPORARY DIVERSION DITCH TD-6.2 SCALE IN FEET 13 = y 26a2~ ~G&PLANNINGCONSULTAl4 NSULTANTS S HT. S= 350
CLEARING AND GRUBBING PERMANENT DIVERSION DITCH b
TEMPORARY CHECK DAM 1=200' NG~~:~4 4944 PARKWAYPI.A7A BOULEVARD,SU1TE35 HDREngincering,lnc. ~>,Q`•:vGIN6E• QiARLOR'IE,NORTH CAROLiNA28Zi? A GE % of the Carolinas , ~C/x E . PHONE: [phone]O70 FAX: 704-426-(M fA 2821?
PROPOSED ROCK INLET PROTECTION 426.6080
-----X PROPOSED DOT FENCE R www.talbertandbri ht.com 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202 ~y ~7 9 OF 140
- - - - - - - -

. ~ , ~ _ . .~,w _ _ _
4 r ~ ~ l ~ ~ T ..w.nw. ,i.. "."`^w.., 'a . ~ 3 Wit. ~ xytl. _ 'D7' :tY 1~~. ..t.,w' .~y. ,3 r _ sr y1 uw~nfaf ti .ti's S~" ,~,.,m^. r t'"~'"....-~-., k V( _ ~ f ' ~y,~ h,_,. .:~,'s~ ,'.R .M M S ~ ; .A s&' x~ F ~ „ .1• exu .'..n ~ - ~r`.~ ~r a:; ,,,,,,x•- ,..„;:=--~-"'.'„~T ;,,.`w'........ .M--^".y ,l -.-N 3s°-,` . ^ "a , . a , - , t T Ww+ :pLO
. n Hu,... ss-'""~- ..xm..n».,-..,.~ ~ At ..Y., SSti . x , .M---• / ) r-.~ . _ w - M y S _ . , _ M . - ~ r.. LLJ
~ : - TOP p AM - ~9 ~ _....wW --_--~.~;w-.. ._.....~...._~_..._...~.M_w.,.._.~_ _ f F C) r_! r }
..H«... .x , - . ...,...r... y : ?I _ ! l
~r~-'~..~..r~ ~..-68Q..p. n..... ~~y' _ P .Dl~l V~D`ff~~ll 14-~ ~ay~ n ~~~1 ~ t .5 V1Jl. V.V M~....~=-w _ yam" " °,.a='~ -rga' ~ r' rr~ J , tip;' ti
7 . ~n~ ~....w:-~:,.~;;~-. - mss! 5 „ _ ; 1 , ` L t~, _ - ~„,__..~...,....._,...__..._~_,r.__,.,w,.._,, -.M--_._~~:~-~ ;may-Y.~- ~,,~,~._r., Ij .
t ate. -u r _ 4 _ r 1 „~.~s-.-~ + ~ :r. 'K--. ~•ka. ..r,......_.. , is s-. ,rr~.b , A 1 ~ .,u9~-~' ~ l .,•,zr, `s~i ~~llt , -'4~ ...q-~--, ,t, ~TM ~ 4 - ~ •d t ! gyp] r !t i ~ 1 ~v F fit. .,.ti - } ~ pf r l "q' ~ i ^ \ ? j ? , ~ ~ 4k'' ~ ' .~d,_VG'L-" mss---~ `t ~r , C Y°""~~ t
! r W ~ i"SS ~ ~ fry ~ i 1 r ~Li'i ~ t 4~ S ;'t 9, ;fir--.` . 'r•~ r 1 ~ \ \ , s` i ~ +,1 k ..3 - ~ I i' I , i _ `^at jt ~ t 1 'Ssw~.r~_ `I t ` ~ ~ tf
.,~..1.,y..` ~a- -,wr~ x.. , -a:; i r 1 •s: ~..w°---~aJ 'i.~q ~ ..5., I tl ~ 1 J- ` \ ~ r , L ti~ r „-'°!`,t,"/~',~ ~ Vf., yi ,.~k~t ( 7 t ( t ~N i } \~k~ ~p ter( Err ~ r E t 1 " 1~ E-+c- 0. ^§,i t Y S ' P l't \ t (f . 1 3l l t Y i y ( ~ / t ,1 + v,,. "`C` t S i-p , , i P ~5 1. 1 x f ' 1
1` i i ~i ' ~ r , s ~ N . \ y z ~ l ` 5 r ~ /t ti t ° ~ E'i f s `P; i r I~ r 6 d f f } js~ t Y at`y xi I ~ ~f 1 rf~ 1~ d, S 'i~ r "r 'j i .1' L " ~'~C t , ~ 's r s ti. sr sf r` r ~h a ~ ~ " ,~1 •fl ~t s
D 1 ~ 'r' ( s i r , ~ / ~ ` ~ + x r ~ ~ / t ~ Il ~ \ Y \a ,kl t. e f~f / I` ~ li 1 ~ ` ~ 1 f A 1 ~ ! \~",f C,/ t~l 11~ S ~t ~ ~,ll ~r ,rt / r, 1 ,r , a I's J r , ta, t t ~ ~ 'o, ~ ~m+t~ i~ fi ji 1;e.. 1 •t, S1 RI~~
1 ~ ~ rf/ ~ t D t ` E ' ti ~ I ,I I r `~1.'r y. s V`•,1 , ~ fjr 1 , =j' f 1 b ~ % t; t" s P~tj}+~, ~ s t. , ~t ' 4' 7 1 ¢ ~ •i ^ ' i '~i ,1' V ~ ~ t. t ~ ;~r rf .:r ~ ~ ~ ~ ~ i r i r' s 1 t 1 d ~ ~ ~ ' 1 A ~ ~ 1.1 °J ,''r } E z j ~,~tf
I r-"` ~ ti '1 v p 1 ' % ' ' I ~ t r, rf v,, ` r f t i } iJ t ~ '1 1 ~ 1 ~ z r, ~t'~i j i i . ~ ~ ' } +V!t `y ~ ~ ~ J ! ~ i t 1 i'~li, of t(' r i- .t /I" Lr a,\~ I 1 ~ ~ t~' ~ Ir?r ~ 11 r l k t _ .,.1}{.,1
' r- . ~ G7~Nl~ r ~ ; (P 1 ~ j 1 2n \ O' 'M; i f a / + j ~ ~ f ~ 1 r. r ~ t r ~r; i ~ r r r`, t ~ s E ~ t, ',}i { ` r? E 7 ~ , ,f J ( { 1 i ~ ' 0 f Y 4 \ , .r~r r { t f W r'' ~ , J `•a. t t i~ t ~ r I L ' ~ ' a ~ i~ ~ ( 1 t ~ tt 1 i E i ~ a, ~ ~ l v } r' ; LiJ ` (J
f r l / ~ ~ r r ~ t f ~ I ,r r rr~ i ~ 7 t I 'l ' L ! 1• i f!' 4`. i~ r 'r t r i 1~ •1 ` y R \ , ~ .ir r, a i ~ / ~ / t ` , t .h 1\ +V \ ~ /P ~ r 'L , ~ ( 1 / . ~ I ; ) ~ l t j r'"a t 4 r i 's st / r/{ ~ r t ~ } t, t ti 1~~ yl, t 3 , n~;, 1. ~``y } 1 rr
/ ~ t ( ' ? r ' ~ i 1 j r ! r I 1t ~ I r t ~ 1 i ~ ' . ; t ~ tiE ~ ' it t , i `1 't y~,.t ` ft ~ li 1
~ J ~ ~ ; + ~ i ?,r , , _ + ~";a~ 1 t ~ f E ' ti ~ • ji j ' ~ ~ i ( ~i ' , ~ ~ ~ j ` ~ ! ; / ? i ! ~ ~ •~i~kY \1k oh ~ r ~ 4 q r 1 + I r , (I / Ei f r,r ~ ~ 1 r' } ` t . ° ' yhi f. { ` , \ 'a , tt^ 7 U
/ 1 / / l l ~ '^~i' j ~ t i„ r t p / f ~ ' 1 / {P ! i • ~ z t ~ ~ i ~ / i 1 1 ; i.r t \ 1`r l' i + i 4, t i l~ L, ~ r. 1 1 , f ~ a/ Sa.,, `.m ~ . f ` f~ ~ ? ~ r
~ ~ \ ~t ~i t ~ ~ ? ~ r , ~ ' ~ ~ 1 ,k , ~ } , ~ ' tl , , ` 'sit ~ , 1 >t, , ~ ;t 1 t k l Jj'~~t~ LL
~ ~ ~ ~ \ v \ M. 4~ t r ..,s / r', f J. ~f `t f t ` ` \ ii',1 r °I ,f' / \ '',,Fa s 1 ~ 'ff. r
1 t a ~ ...s t ~ l ~ !i l~ ~ Z a ~ li, t w S. V)
/ i t t i ! ,f ~ f E t
r ~ ~ ~ f t ~ / t mow.," ,y`. / r i 1 I` ~ r ~ ~ ~ - f s / ^d it f at S.~ t 1 4 2 ~ i ~ i ~ 1 r~~,k l tit ! rL,~ l: t F C" d r ~ 1' t i w 4 t ' ~ 'k I : ~ r 3 ~ P ~ I ~ s ~ \ p i I ,t ~ ' ~a t s ~ t ~ , r r r , t ' 1 t rt ~ ° t ~ ~ ~ ~ f 4 `t \;{5 Z ui
, , i ! ~ ~ f t a r , ~ r r 1 ~ \ t c i ..11 y, A v,~ .q \ ~j Y(, tr 't b z ! 1 '1 i !r l~ fi~ ry ASTI t ~4 t t ti;`d, N LO
I + rr- , EXISTING POND K ~ rt a~ ~ i , f ~ i
# + ~ i - 1 + r ~ r • rr.' / ~ i , l / 1' k L SEE I' W ~ ~ l } ~ E , "L.... ••e, \ 4 :V , 4
I !!d .s r~ ~ ~•t 3 i r., ~ 4 f j r 1~ v' f F 4 r ~ r r r t ~ i ~ ~,f 1. t ~ t ~ 1 i' i ! !4 'i r r e i ~ ~ r , c: '1 _ , S a, b,. , i t 1 / ` ~ i "i / ! l ~ .r 7 , Z 1 ' ! , ,r ~ } z ~ ,14 ; ~ tij r , S f ss
~ ! ~ g~,r I ~ J 'di' , t ~ i ~ ! ~ ~ ~ ~ ~ d ~ t i j ,r' ~ , ~ t ! t ! - ~ i ~ . ~ 4 ~ s ~ L , \ ~ c , '7! / i s 1' f v f '`ey i \r 'l ~ • 1, \ Sf<. ! t ~ 'I t !tli 1 ,f~ ;t• E~~, ,'a, , ~ • t ~ tai r,,~ N [F F poi . + L
s r ~ f ~ ~ ,'4 , i 1 ~ , t ( f ;1 r E ' ; / / ,r ~ r ,i t i 1 ! \ r . ~ s 1 i ~ I r 1 v ,~iPrl i t >w-~, ~ i ' I ~ , +r f: 0 N
~r r. r f d ~ i ~ k ,r s' t I t ~ ti t, f r / f +s' r r f' ~ t, t jr wj ~ r° . r ~ ~ l t d~ ~ s s ~ ~ r R i ~ ' t r 0 ~r,J • • ( 't i t y :~"'1i v. + [ j 1 \ ; l ~ d ~ ~ r. " • ' ~ r' ;fie
' ' ~ ! ~ ~ ~ I 1, r / J 4, k, ~ ~ . 1 f4 ~ y ! If ~ i ! tiY ~ ~ 1 ~ , ~ s 4,'~ t ` t 1 y 'E A i r'. ~ / r . ~ 9 'r'! jr y ~~rr ! y~ ?j ~ w l \ 'S • i c I { r' ,r r r , ! 1 t 3 11 F~~' l t •j~ t i ~ `t M ~ a h3 i f ~ ~ ~ 5 t r, ~ .t;/ !j f 1 ~ e ;j r ti ~ ~ t ~1 ~ k r k ! I t r'r r f" i-- © > W ttJ N
f \ i ai ~ f r'~ ~ ~ i { ' T ~ t 'w ~ r / L e 4\ t ; f r , ~ k •k ti ! p l'' ` a~3i~ 1~ , tl 1 i F i ~ ~ ji r~ r i , e /I 1 ',t r°f'~ s^y ~ I M' ~ ° ~ z f t f, i, ~ 4,, •t ~ ? 1 ,rf ! i 19 1r r ~ 'j ~ r- IL l ~ ) ,Ir. % ? \ 4 ,I. ,p. i1 if I sr , ~y ~`f' j ~ r~ ~ ,a ~ ~ f j ~r'."i r !rt t , .r., fE f. n.. a. N Z AI~I is
k; ~ ~ r Dr , J r + ~i r l 1 ~ i 1 ~ ~ r ~ r 1 '•ti .ti E1. r `I !j f r{ a { ~ iL ~ ~ ......r ' ~ ' ` ~ ' ~ ~ ; r,. ! f j t,,i1~ r ~ ^ t•it
~ I ~ / ,1 ' i ~ i J E+ 1 , t / r t ti,, . Y ` t f ` J t ~ l ~ "f ti t f f r l ~ 1 s t ' i f i' ~ i ~ ' i 44 r ' ' ' ~ t ~ ~ ~ ~ 'li 1 % r I,. n`, k+ ` ( ~ 1 i r 1 t ~ ) , ! ~ i~ ? 6 I ~ t , I ~ ' ° t a 1Y f f_. ~.;f ,r' ~ ~ s i+ ` ) . i , ~ ! ~ t i' , i t i r z
1 t / i ~ { i , ~ ~a l 3r I / ''•a ~ i ' i ! j ~ . ~ ` i / r"' ' i t. ~ ! i'` ° i , ; ; ( ~ L Y t i ~ { E 1? r" i r ..Jl zl t \ Z ~ V 4 i < r ' ?I ti ~ y.: ~i` e 1~ ,~VF + r ~S, ,~r s W z D 0 M C) V)
1, ? , ~ f ~ l ,r, r t i 4 f , ~ ~ ~ ~ ~ { ~ ~ i1 j r < s i < ~ ~ ~t ' is j / 11 t ` 5. i ~ z ~ 4; UJ C) U W to
~ ~ ~1'' ~ i ! J ~ ? ~ ' b , I ! ' ~ E ~ ' , ? ~ 4 5,. v r. if j J % 1 f ~ ~jt 1 . 1 t t~ r s I r € t t> S ~ ~ f t 1 , r 11 t I r ! 1 ~ ~ ~ ~ ' i~ ~ i + ~ , ( I ~ . .,.t A i f , ~r~'~ ~~ei .jl ` ! ~ ~ r r li f ~ r r co O O Q w P
~ / f r;, ' r f ` ` ~ t ~ i' t y t i i ~ I 7 ~4y ~ r.~^,,,'`y"`~4{. 1 t3 W tL' Ck CL' r Q © n a- G1 U 0
~'s / + / ~ r ~ ~~r ~ ~ ~ r ~ i I r ? ' k. ~ , e 1 t 1; I a, t, ~ e a ~ ~ 4 . ~ 11;a ~ ~ tt ; ~ ` f t ~ r ' y ! d y. 1, .o SIP r t~ ~ i ~ ~ \ \ ro~ ~ ~ i z.. t
~ / ' t ~f r ~ ~r i . ~ ' if 1. ~ ~ - ~ Oti ~ I w • , ~ E ; 1 i `a l 1~ ';1 } ~ ~ lil • , r V r I % J• y'', \ ! L t ; , ""l t ~ ' F t ! ~ ~ ` t• ~ t ,y .y e tt ~ 41
! ` ° i' / ~~~"a I, j r/ I i J ti ~ v ~ l'. CP ~ t 4 ~ r ~ ~ t, t ~ c f d J J ~ I ? , ~,V ~ ~ t ~ ~ C I t ~ ""v j 4 r i ~ ~ 1 ! 1 S I ~ ( 'i ~ t1 ~ ~ ~ t 1 ~ S , t i ~ ~ w \ 1 rr / ( ~ ~ , ' O f , ~ ,`i 1 o f ' f. °4 ~ i 1 ( .f p~ q L V~,ti~;
1 , i' \ ~ D r ` i 1 ~ i r I ~ ? t , ,yG;~ ' ~ ~ ,4 , ! a is f{ (;:s ~ x i,, 3 t, \ y ~ w '4:::," a~ G , 'I 7 r * L 1 (C ^~~1i } .w f r t ~ ~ ' a 5~..~ 'i ~ E,`„ 1`~ `c, v`' '''L
,r ~ ~ ~ ~ ~ _ ~ t o ~ ~ t ~ t o ~ ~ h r j 'j t i ~ t. 1 \,.r l t , , \s , t' 1 ~ !°i,} rr , 4 °t( '/11 t ~ ~ t l r ~.4 ~ / ~ I r'R { 3 h r w, \ ~ ~ k` ` i ~ .1 ~w", ^~'''~ql y ti 1 r ~ k wr ( lr •S 4 ! ,n ia..lr- ~ j ! 7 ~ ,k d ~ ..'-t E, ~ 'a r i ..1 ~ \ ~ I ~ r P +1 1 ! ~ ~ I ^ ~ , 1 ` t y ~ " 'M ~ sV ,
i t r r 1, a ~ ry y i S - ] + ~ ` 'l , ~ \ I i~ . 1 ~ Ks ~ l ~ ( 4 Y a , k f t•S 1 ry L e ~ '~iry~r „y~''t' P«- rt"'~0 ~Wti °f j 1 ~ L L ; t 4., , . ~ f~ + .r' t• r e , t ~ ~ i tit,: ~ k ~ ~ , r L. 3 , tat ~ r; r~ ~ ~ ~ , • , 0 1 s 1 `L„_. ` 1 1 s c t\' v• of \ a f s i f ,
! t ~ ~ ' 9 r L. , ti t 't' ~ ay,~ ti i' l ~ ~ ~ i f ~ 4 f l i ~ r°"• ''4~ T 1 { / r' P t`' `~t rf •^a \ ! ~ ' t _1 : ~ a r` t ~ I r ,w' i'~ art i ` ~ , ~ t I f t' r." wti 511•j - ~ ;3 , r'.x ' ~ r„i It :1 1 i \ 7 ? k.S .t ~i ~ {i ` r ..~k 1 ' ~i j r 0 , ~ ° i 16 i a ~ i", t ' l• ~ ~t s'. .t 1- s ~c~ 3 1 I r e` 1 ~ ` t+ i E } > 1. rj 'l' ~ ..i r 1' A , I } h~ 3, t S` ~i+ t i
i / 1 l P fit! ~t ~ 1 f 7 ~ t rr r t ! •i, " ~ tl r~~'°L-. ~ ,+tir t ~ ~ t \ ~ a ' , J 1 t `s ~t t 4 t~', ~ ~ E„ ~ L~ ~ ~ ~ ~ ~ ~ ,E~ ' 1 ? I f i ~ I ~ 1 l
'r 1 1 ~f ` J ? f~ 1 ~ I ° I ~ i i t ft .y l 1_„ y l,..` { , ` 1 v t f f ) J i 1 h; ~ E V i ~ f ! ; ~ g~h ~ S4 , 1 cl { 1 ~ ! 4 r ~ ~ ~ ~ ~V / ~ ! 1 ..ye±-"-.,..' J l h °1 1 ~ ~ t d t r R~ r 71 1 I 1 ~ • „^„sw..,.. t L ~ 1 1 ~ f5 ` rr C, ~ 4 t C ':L \ ~ 's. k
.tY ~ t v ¢ ~ 4 R i f s l r It / ~ , 1 , J ~ k' + ~ ~S * ' 7 1 atl ~ ~ ~ ,z.; X1.,1) ~ ~ ~~t\~,, t 'r t{t \ r 1P ( ~ ...,3~ rMi f a y.y , \ tl~ ` Z•:.i' 1E• ~ 1 , ] , `~~y, 'u~~ EM1 ` rE it t i rr q i fY j' ~ i ~ ~ `'q Yk k } ~ 4tit ~r r 4 t :~yy ' J~ ~ ~ , ~ i y r f j r rl ~ ` J r `r t L { ~ b t `;i r ,I ~ ` 4ti f I ! { 4 , } i 1 i .r, t ` i
, r D ! r1 t rl 1 ti t . s ~ ! j :i ~ 4; i ; i ~ , t i ~ ~ t L ~ , i 4 f ~ 1 ~..J i \ tt . f i ks;~'' l ~ t ~ t ~t f ~ ~ t. + t ' V' ~ ` i tst ~l at .P ~ i t t it E i 1 , ~ } I r I 1„~ \ Y+. + ~ ~ 1 E ' t s as ~,m_.:~ i' I:v+ ~ t s ~I ~ ,a t `w
` 1 i r,~ r,I91 ~ , J~ ~1~.r~ . . ~ / l ~ r i': i ~J 1' i 1 f ~ k ~ ; i f 1 f ,M EXISTING POND ~ , t i , D t i , ! 1~ ~/J/ ,f I Ir ~ ~ ( I i i I t ~ Sl ~ . ~'1 j, f qlt 1 t ,n~ _ ,s ~ r, j r, •f1 ' t } fki~ t,. ` , .r t j ~ r l i ~ t''` ~ i j i7 r t,;i V ~ • , d+, IF, r~ ( i r ~w , t 'G ~ t w j~ xu\ 11 I t ,;r ~w~ 1 , ~ ~t7 i j f~ 1 i ,t,1.t ~ f. k, -.v x~3
D ~ F / SEE NOTE 3 ~ Y , ~ s ' 1, ~ . D, ~ ~ ' 4 ~ ~ , ~ bt (I r t ~ e Sf r ! l ( ..i(~ ,W~~r• r.~... ~ j C d k 1 . (r J+ S ~ i , t ~ _ 'II rr . / ~ i ~ ~ ~jyl ~ ~ t' r~~, i r.~ ~ i ,t~ ~ r .,ti l 1 / 1 k t,, 1 l ' J r ~ I 9 1 t ^^".f f : ~1 '+w. i ' -'~'Tv : ~ ~ ~ " \ 'CV `w
r' ~ ~ ~ ~ ~ 1 I , ! J (/~.r ,~,~r r'' r r ~"`v `--"v. , ~N ~ ~ ~i ~h~ ~~~I ~ j f ~ 'ia f I • J ' / i r j~ ~,-12.v' ( ~ ~ r y t / r ; ~ f ' ~ S , ~ ~ , ~ R a ~ i , 1 1 ' t I,•~,k, , 1 x \ ! i 1, f i.,..,~~. r,~,: ~ r a ,ra`, l; 1' ~ ~ ~ .i j "~i \tt E 1, S, l , rrr' /r •/i ~
~ f ~ I 1 S P i/i r j"'• r6r !~t , ) J / 1 E tr~ t~. ~f l,.r"' ,l ; r`i` ir~ L, ~ Y~ 3 r ~ i 1 tt~ ;`t.~ `,!i~{'\ f fri, ' it, `r f: l J r.. -E , t. 1, f ,r j r/'~ ~ r ~ '`~b* ~.~ti,'S ~"I ~ fit`+;i k t, ,
( t \ ~ 1 6 ,_r~ ~ t j J 7 ~~1 , (q~E ?P ..~.~i"`~ '~i'"~ A ~ ! ~ !F t ~ ~ ~ i i ~ t ' \ , A I ~ 1 ~ ' a ~ `c, t ~ S i f ~ ra' ~r' 1 i ' Jj ~ 1 1 i 1\ f / r ''~,r ?"Y ....,.v'"Y ~ ~ 4 ~ ~ i f i , ~ ) ~ 7 1 \ i ~ t l t l y y ,cam ~"~`./`f~ 'i 1r 1 ( . ( r \ ;t ,:r~ i ,•r°^•.. _ y~'" \ ~ ~ ~ 1 ~ ~ ~r r 1 b ~ sy 1bf~ k r'-" ~.t ~ ~ 'f 1r. ~ i ! I ~ ~ /`?r r 7 V'r 1 r - ` i 1 i ia~t~'' i ;`f , t' I i J 4 . ~ J t, ~1?~ -t ! ~ kl ,l~ f V Y„ } I' ~r f 1 E f .1' ` ,~F" 4,, ./'I / 1 \ \ ' i) 4 ~ ~ i 1 \ ,Y ~ ~ i, 1 , , ~ J i t 1 t• r r` /t , I . '~P E. ; f k i t i~ ~ `d4 ~t'y V,,.
~~`+.,1, t 4 ti ~ ~ ti 1 ~t ~ r 1/~,/"~'~i f ~ , l ~ r/! r° , h."'4... , 1 ~ f I i I I ~ 1 l v 1 ~l ~ ~ ° ~ r t ~ ; ~ 4 , l 9~ { + r ~ / f r r'! ~.r .a -'',r--"` w..~^._. ti A ~ ~ ' ( ~ fi 1 t 1~ i~R 1 5 tj 1 U r ,.1.. \``kV,E} , ~+1 V a 'r, ~i ~ j r j ~ ' r,. r / z'' ` i rl i 't k , i t ~r 1 1 f. l fir _ ; ' r I G r f','' r I p ; s a, 1 1~~^ f>r~f f i / d ; t ; i [I , a r ~ -ar ~ lr , , , i r r~ j 1 , t' ~ f r ,.."r f " ~`31 ! ' . k ' ! 'L 1 w ~ i° I 1 t \ ~ ?i , ; , i ~~+1 ~ .r1 }'iii, k~ ~ r f!,(/r..J Er / ~i E / ~•f I ?~~~-'s, ~ 1(r " t f ~ .k ft C1 , 5 `ti\ q'~.,. ~"`'r,;~
r'P i 'tY 1 «`-JJJ... V 1 ' ,~f , r- , ,l I . / i ~"'^r:... Iti. 1 ~ \ ' / ~ t 1 'I _.a f r 3~ R„ - t . ' t {k 1" ; I J 1 st! k,i ~ i • 1. 1 t \ Y ~ r~`~~. * V ; t 1 1 ~ ~ ~ `Fi, 1 r J ( r , 1 ! \L ' ( r..• : - t ~ t ~ ~ '1,,'~ ,~A\ ~ 'S,, M \ r, \ 1.,.~::- i t I ~ i ~ r 1 ` ~ J ~ ~ 1 1 ti ~ l ~ 1 , 1 F t r" , ~ r ? f l r r , ~ \ ~ t ' it r 1 `^`;~,r 11 :
1t + y r 4 x^ } E r i ',fd ,,~f 1 / P, i 13 I ~ ! 1 ) 1 t ~ „~~.i ~ ~ r': , f i L*~` '^a ti ' 9 a C. t + Q t b ~r; ,,.rs~*•. 1 t I ; i j , S 1 r / .lr y w„ , ~ 4' M, . \ " 1 ~ ;t ,r"l. ~ i~~. f S _ r; ~r•., r 1 r':•. / • ! f/ ~ ~ ~ I ~ ~ IrJ ~ t i i p r r \ \ \ N~,`.. ~r "s, '~'z .r,,y ~ s ;rs~ • wt ~ ~ 'E' 1 t :1 r ' J , j!'ti-~.. { J L.~^ „r!t'~ ~ ~ '~.+ti\:4\. '`~M1,
V, ec s ~ f tt a t7 ~ ! t ~f ~ rl i ,r; ~ ' ~ \ ~ 1 r ~ 4 ~ ~ ~ l~ ~S ~ r { , ~ i 5 1 Y ! ! r 1' rJ! `h ~ . v. \ r ~ ~ ~1 ~ ~ S ~ i ~ . ; ~ rr I ~ \ t, "'.^w, . ~ ~ , .lIr ,fjr I t , r f~,h" _ ; 7 • r~ ~ ~i '0 '`v, \ ~ w .`'w / ~ ` ~ i:, (1 4 ,L "'`w.-.... ;yn 1. .Y' ~~y' 'if E{ ; E ~ E' J 'J`'*~ ,lV"At ~ ~ ~ ~;,.'t~'E 11,~~• ~ ,r.,7? ~ k;.,t 'i r i A\~,.` _"`w_ t /.t"'"' ~ t+~~~ ~ i E~~ i~ p f ,~s~ Fr kl,,.-, ~"wr. \ " ,~d r ' . ~ '°-^,.--,~A ~ ~ t , , , 1 `r ~"!j s i'7 i ~ ~ i1 ! i , ` f ~ ~ / 1 .•c~, y ~ t, ~h'*.~ , ,
/ ~ ` l llr'r r ~ ~ ~ , , . ~p ~ ~ ~ ~ At\ E s / f / \ v ~ _ I S t,. f r I. ~ r ~~1, ti V ~ ~ t~l. 1 y ~ i`\ ,~t~b~ ;t'S, ~`a. r r.,..~J r r ff ' 't s ! ~ / i i - f 1 ~ 1 j/~(a' _ t , i v' - ,`,w,, '-~'°•,`^~4, ` r 1, ^~•J t tt l~\ ~ 7 r ; J, r ~i ~ ` 1I ~ 1~ ~.:y } r; z``• xt !j'~~ a ~ `a ~ A ~t i r, ,i ii`)/,~~ J ; EL / Vii, t' j~' r~.... d~! ~t H` ~ 7 t9 ,~ti ',1. \ f4j', e ~a ,r' / ~ ~ i i ,r 1,' t kE d V lT ''i1 'r ~^-i `4 „ ~`~•.,w'"R'...
Pf ` 1 ~ ~ , S ~ ~ 5a + ~ ~ ~ , t . , i ~ ';y ..1 1 1. i ~ 1 1 ~ ~ ~ i,~ ~ if ~ r 't " lid ~ t j S ~ 2 l I '`i' ~1 I / 4 ~ ' • . 4...
4j !f f ~ 1 i ,fly , ! r. ,r' R t, \ I ..f t•-,. ~ i~ I I f it,+ li+ l l t 1~ ~ r , , ~ ~ ~ s~ f .Q ~ ~ f >~j+~ \ lV > ~ ~ 1'4 1, 1, ` 1 f p r f 1 I i ~ ~ r J) j ~ r r i.. ~;'-,.F ; ~~i' _ t # I ? 1 J~`~ • ~ ~ -'--.•+T 3 ~ r ~ tl'~. r , t I ~'r r? , f ~ 1' ; 1< r-_.. / .`~.j f ti, '1~:" ~ ~ ~ , / \ s f y / r jl t v ~ .,,,ti t ! ':Aa.' i , ~ ~ t ~ L..,., L.~`~ _ ' ft t ~ / r'r"'• j ~ ' ~ ~ r ? "f ~ r t f" ' 1 S + 7 :`1 ,.`'`A;"" , _ Ll,
r ~ ~ ! ! f ~ ~4 ~ ~ { / ~ 1 p ~ f `l.r-" " { ~ ! I r'• r'Y f t ~ l~ , - l t~ J r ~ ~ I ~ , ~ "z, ' , V . / /lrr~ ~ + ~ r'; r` ~I ~ f L_ J! ~r r' ~ ~ ; ' ` ~ - y' : ('V 4.f ~ ; ~L ~ i j ~ ~ f ! ' 'ti ` » °~'L ~ , , r >,^„~~~r-' r r~ /~tk~, l ~ ~ r,>'~ ~ ; i I f r ~t ,,,,:f (r : ? ~ J/ ` ~ , f ~.~,~r ~1 .'1 ,,.r~ rll, L i',f'' d l '1 r/ / f ~ 1, " \ ~/y'~f/ " r• ~ , , .~.f ~ I J j x \ \ ~ (rn ~ t ~ l t f M ~'sw. 'f' ^...w~ l 1 ~rl . I..~' - f1, r t` ' ( f i , (]4 1 j r ^ ~ k~ • ~T~' r";x s~ ' 1,! , f, ' F,' i t f ,,~''r~' ,..r ~ . "h. n` ~ ~ ...I f;~,~ ' W
3 ~ t t) ~ 7 ~ ~;,~ew,` t ~f I` 7 r! f7 ~ '~J1 ) f~ ~ t ~ t t. 1 ~ -~!'$rI i'~ta~+D.+ ~ !a t/ ~ ~ ~ l? 4v~r`~~,. / ~i ~i~f J! ,fc~ j t ~Sf 't, i5.,....., a~ \ l I (~I'' ~ ,s ~ .s, t,"~t ~t .,.,T ~f ~ ~ { j. lI ~ ~t~m ~ ~ f r'~r"`". ~ f". ` ti r I' 7 i , s „ter;,,,, ' ,i 4 ! v a; ...J ~s~ ` IC i / ` r f .:Pf ~ p~ ~ ~ 1S ~ ~ . ~ ~ \,._'w^'"",,, \ ~ . 4,. ^ ..,N", f•~., ~,3. tir' ~ ~ f z ~1 ~ t (,`f ~ a L....,»,~. t r' ,.-r' I , r ,e ` :`e ~ ' ~ ` ,b~, , ,..,~,L. " r,r- r r~:. :;5 ~i , I f I, j r , ; li o I - ,,.r i , ~ ~ ~
r ff d- t,i i1~ 1 / 1 !t ! ~ r''~ ~ ,,,..w :l, ~ "l ;ft ~ Y "'7 r~ ~ i~~~f~~... 1 1 r ,(r V 1,~ a ~ ° I ~ ' ,,,;~w ~ t \.I~`* ,id 7f '~"``J v` rYl ' 1 ' r+~ ~j $ L x-. I ..~1~'~ "w.,~ _p_.^ ti ..-'",-+q,r ,rr/ „r,'i•'' \ \ ~ ' V 3 ~ t t.,_.^ / ! r i 'E _ / ,d ~z~ \ i`•.,^w~yw / ~ r "'~C ~ r J V,SfI! r "Y~„+,~ ~ ?f"~, rs r,,?. r, ih i { _~.-..r'" ~ J. ,t `..,.,,^,,•w. `J`'•. '4~ ~\`"k,.. ".'."ice... r rr'' ? /
I ~ , {fir ~ ,r``'~ ~ 1 • ~ ~ a mw,.:- a . 1 l ~ t 1 ~ ~ ,r i r ~r ~ z , / ......J' i ^j t? ~ h t < ~ ~ I ~'s " ,,r' A r ` J ~ E, y / ~ , , ;~„"^t,. ~ - ,.r ~ v _ _ , M , , k 1`*,,~`w~,'•~^*, 1 ~-''a~~?` --""~f.^.» i - ; ~ ' ~v,~ ~ 1tr'-,. „ ,„_F I fi'~ ' J ~t w , ; ^ ; ~ ~ i ~
~ E ~ I / { r ~ U' f ~ t r ti,`'""' ~ ' t "4 ~ 1 ~ . { It t ' r.' ~.d~ `r,,/ r ~ .,r ~ 1~ r:~. (r d i `R\`. t t - 1i'.,~:. ( a,f I r.~ ~ ,mot ,/~.w ,i. r' w. r ~ P ,tea,.,, '4~•ti f i.~~.: ti { ,.....di...^.-..-, _ ti ] { r
t ~ & . i ~ i ~ r v~r 'err" N,,.w _ " t f N tp 1 'S t I y~ tl Y( ! y, 1 f , ~ 1 , f ti, f 1 tt ~ .'",l-". f l 4,;'""`"~~... / ~ f ,ry. f..~' - ~ c~.f%• ,:t G3 1, ,r,~~., + ,~""'d
Sr f l i ~ J' I .,J s ! + i ~ ~ i i , { : ~ ~ ~ r, 9' l ~ i ~ I \ ~ ! sl ~ ~ r" . ,r"" •``-w," ! 1 4 r + ~ r t'~ '1 ~ i } ( 7 r~ ``r, 'o.,~ t ~ ~ 7~ D~/ ~ / / rr .f / ~jry~,,,,,,r ~v`~. r{./`, f I ~ ~ /eF_. I.,\ ~ } f~y?r / D ~ q y 'i \ , r ~ l ~ ~ ~ ? Nti-C1 "^ym., rte ~ t ~ 1 , i i ~/}r fir( / "J ~ `I 7 frl. e'\ 4 ` 1i w..~ ,r....., M"e~ \ ~ .n.w i 7 { / fr l '1.. ~ / ~ ~ ~ °l e'° , S f`~; ``t n /f./ 1 + ~y q ! y . G' ~ ~ ~ .J i f ~y rf " '•''r/ ~~f fri' •,L ~t ~ ~,rv f S"+, r r. 1 ~ ~P~P r'``. 1 / Mfr
'4 t ~ r I 1, Y# f t - ~ ~ i~ i V~ ~ 1 ° ~.r ~ rr _7 ~ "'V ~i 2•e Jrr~l`#l; , !'p '1 s "`.x ~ , h ( / l ~ i ! / r ..r : ~ ~ ~ t I { !1 P d'ry` ..f r~. , I " / 1 y + ~ {k~,it ~C1"'° v. 1.-P'1 ~.,-,Y'' ff, _ / i>^"' r''. a"'. I J~ .y~ I r,~__ -
0 ~ , t / ~i s , ~ / .n ~ ' 1 \ tom' r i \+\f. ~rt ; ~ • ~ ~ ~l ~ y^ ~H r,r f,./~ 3 ,f ~ 4 ~j f ~~,,,r : , , • ~ " h'• rte.. ~ ? s ,Y , ~ ,\,il f .~.r . 'r . ti ~ . ~ 1 ` ',tt ~ rr---°`. r-'~~ 1 .,1 " n ..a~"' >J
E i t S ~ "`4. ~ ~'i, i I t ~ rr f ~ \ ~ ~ ! J: ~ ~,<t<• °1 - J l y f tt~ t / r p ~ ~ \ { ~ t t t d~~'..,r^~ ~ r t 3 / f a! ltl ~ ~~.f.w { i !F. ~ ` ~ ~ , r ..i'b F 4 l , "ti .r"'~? ? i• J. ~ r ,;1: :!r ~ . ~~ik...^'. : ~ , ,r ' ~ r , , J f f t,F
~r ~ ~ r ~ e~, 1 ~ ~ 1 . ~t~ ; t , I ,~1~~,..~ .r l ~ 1 i ~ 1 ~ y ~ .`a \ i. ~ ' ~ ~ `Ki i ! ~l~ J „ \ } i , ! ; rr rs r ~ •!t ~ ~ _ , ry : . w - , m-°. r tir . 't v„r:s~, R P'..,,~, f J7/i c~ ~ / i r ~•N,' :~y ,.a::. ~~.G~h jam., , .`;zc" .:_«"4," ,j`l~ ; ± 4j ~ . b ~ / ~ . • ~ ti's ?'r• W' i r.,;./ a r- ~ s~ .._.f' ~
. ~ . x- art -,~`S. , ~ f _
\ V , ~ 1 \ ~r\, ~ f ! tt , , 1 ;'G ; I Y ~ a ~ :3 , f f' l'"~•s'.- T?r' ~.1~~ f I { 4 y F ~ :a• ' .r' E r v k o ~3,. ,'ti, s.,? , ~ •"t ; 1 .1 r l / r 1 , ter;. ,.,^,.°^s° _ 'p ~ ~ ti ; - y+~ ' ` h J i Mi'~ , w. 1... . - ~ 7 ._.•..~~"4 m--' , ; F„ ~t~ ~ 1 ~ r' i ~ `i `J i?f 'L"~ M1 . amw i y1.1" i ,rrr ' ~ j r ,/.f., \ ~ ~ \ ~ f . ? j ;i t ,•;r.!-.~' _ , ,+s,~•~`
. ti d~` ~ ~ i 1 < , ~ ( 13 , j S \ i r ...:.Fy,1 i . r!' py h~ ~/j,~ r' ~ ~ r ~ FAG r _ ~ ,.1 },..r ^~-fir 'r~~ .,N'" '~i`' ' ~ sl? , t - y~,-^":~ ~ ~ i i >r r t», ' J--' ~ , 1's 1, ,'/9 .>rr #~,~.-.~~7'`"'~- ,_..~r.. ~ ..w..,..., , , - 4 7 , > ,A
f Jr y ` ~'Cj ~ J t 'e, ~ J i ~ f + i i t ti 11 ~ t / / tt ~t~ .,+J ~ t't J/~'~~' S ~ f t r 4 ~ •1 r t' / , { Nom, q i :1Pl; i• r' r ....r -nom s i` : .i". t t ~i / f r ~ -'ya S i * ~1 h f ~ - %r) : wl^f ~ rr r 4~ ,W-;.~ ,~,,:;r•-,.-' :~y 1 s r t ..r~ .i E ~ ~ ,
x ; ~ ! ~ r r ? r., • J' ' ~ ~4 J'~a ~ a l C>w, 1 ~ ' ~ t 1 ` ~ i1~~'~~ ti ~R;a w~ ~ t e.., p 1; '+.M ```~,,~`~^ti,~... ~ ~ "a Pr ~ 6 ! i 1 ~ v. ` ~ ' ~ r ~ ' I J ! 1 . ~p' ~ '`4. r ~ , + ~ ,t. ..,,"'y e N.. G\. .x, {.,j L ~ r ,R..R. ~,,,:r-•'"'f~t ! LJ ,.---x~" •G' .:,~•r'"".~ r :sy : I~':~~ r) 5 I ~ ~ J! F f i z2~r !r'; ~ •y<~i° f'. A' ~ ,=ti/ ~ .,r~:.,..~ . n....,~ ti _..-~-,w. -„'..o-"" . ~ , V f , J ~ f r J vt ff - ~°5....~ °dj ! . ! 1„........ ,.,,,r~ , . `Y ~r, .,,J ? ~ ,,,w'___,.. ""~j...- ,a'"t` t
1 ,J `a"~"~ , ~ J ~ 1, I,i ,a*^~'' ; f ,f- _.M. ...,I r , _ ~ _ 1 v F _ r' f t c r f f ! r Js.t~^ - _ ~ S ? ~ _ ~
1 L», «,~J"4 ! 1 1 ~ ~ ~7 ti_ ~ ~ j ( f ~ ` ~ ~4~ ~ I i~ I ~ , ,id. /L_.... ~ J/ ~ . ~ 5 a,,,'~~y, r• 1 {/,t 1 J. 1 1 ~ f it ' f$' ` 7 ~ ~ '"tip. -...^-J i y ~ 5 n.w.y i / ~Y ` 7 '3 r t ~ t - , r : r ' a ' /,o °-:..-~°"._--"x,. <:,r Yy....^h„r ,.q.. ^ ~ Lam. l ~ ~ t~-. ; r
,r ~ 4 ~ ~ s,,,~...,'~`,,.,`""^, A,,,,, ; ~ ~ ` y =.1. ~ ~ ~,~t u%• v''"~.. ~ 1, !I ; ~f _ ~ 1 1, r ~ ~ y~19 w^.r~ - :-ate M f/ i ` • ~ • l ~ ?"Li ~ 't 4, ~ ~ •`tir•,. •L r ~ ~ ~T + 1 /Z y = ~~..w•"'. ~y,~' r ~
i ' ~^.w ,M„, ~ `1.. " ° fie' ~~.~f`^'", '"^~..w, ~„`V~'~~ 3r ~ ;9 ti.• .N .,'J.,.~~ y+ 't i.~ . , / ) ht /1 ) y , .~F'. 4 4 f ~ e i ~ L f r! I Kh nr nn+ n y f ~ '.'w... "'f A7 w_ ~ _ y .r'~ ` r _ k? ! tl ~ ~ ~i ~ ~~,r•d r.,95~} I i ` ' ~ . i { {f , ttl 1'~'a?..:il; .1f "h':~ / ~V l~v 1 i r F , ' f.. '..b _ 2:~~ M ~:rM""ti".. .1 . 'ww"~-~^"h.`;wh ~W„^r ~..w _ _ n^~ ~ ~ - `ti CL 0
_7 A Z l J J i UHM 7 V f°` p w~ ry * ¢ f`_ 1 . t, i 5. ''w= r` 1 j ° mod( Y t Ci'~e1 ~fl _ 1 / jf \ , ~ , y `c'~„~."4 „ )Y, iy r ,+G"'•~y~ p, „s`%^w°~~ r/.y rs a ~ l
nr ( T 'OF PPOL ~{td ~y ' " ~ ) ~ ,~""apt { is - OF aAM ,.r u„ S ~ _ ...mow lr, ° J r ?/y,'`_„,~,\ "'r. H + ,.r % 'y\ u, It ~f{t; i
74 ,f f ,r* r t y £ }tt~: / M,r' ,,,w S \ •e... P C^' ' e""..• • ,~~JgL-,_... ...1a r"' ' r' 4 .~:..,Y:amr 'A, :r^'^+ a ' x, ' .f"^,+' ~,a%'re..e"' ~.-"r n~ e "Y ~ i.;.: .r... i Yom..
vnv V 77 i t / 1 :r:=. e,,,ti °w ~1 J \ ' _,.._....,~.~-ti.+ 1 t~ .,1...+._ \ Y,e*ir,. ,...'t ( r ` fl~r'/ r r r
I 7 r. s"ar ~ \ -7 4 4. LL v o V) f ~f jJ{~f~r!~• may/
B row- LEA. p r t , ~ ` r ~ nt P,_ \'t~'! a u n m f OF DAM~ 73
~ ak. \.if f,/~~ h, 7 f~Ji ? f ~1l/ ? .r' ,„s` "'rte' ...s' } f ~ 0$ AM r WI •--1' LLI f C4 J Z
OFF
(~r"^ ? N r~J', d 1 i f ,.r' +`t Z~"qV fie, ~ S ~+e 5(.~~ ~i _.r° ` ~ `t`~_w ~ ~ J y~ ~ , ~ t~ ! 1 y I + 4 1 A'" r • f' J ,k: { ? 1 t r ~ . v ~ t ~i 1 r t ` \ ~'t 6 N~,.y ~ ...a'Y"!', ~r~ 7 1, ' .r"' ~i l f , ?
't , ",r''~ r'/?' ?r I 1 f , i'' i ,4°r , ' i. , ,r , fit"' ,ts~'." / . ,r'l E , ~ r~ r , ~~y ~ f' ~ ? / f ' ~ ~ ~ ,,~f ? F , ~ ,?r ~ r „ia"+: \ rt t f .?.r'r,: ~'.rr S i,~^"f .r / ? ~ ,x ~,r' \ t` f ~ + z
'd a I 1~ / e, A. r' 40,/ 'i 'C i ~ ~A,~ • r~ , //r.% .,"%^i ^ ~ '4, ? r.•f- ir~,• l ! ,lj ' l :tl ,J 1, i ti*,,. 5. `x i ~~Il., ~ t ~ J~ f s, i .~~:..>'%tt; ~ r' r li , ~ -i`i f!, r t ~ r. „ , t:,, p l 1` ' ,a~ ~ ,-i. r •y r ~ - r..f ~ ~ / i : .,r r r' f' J I "J ~ i " 1 d ~ ~ ~ 01" i / r / M A ' ! ) 9' ? ..':I l= ~7/~r r / '/r~ l P y.... d ! . /ty
•-W:.•-^° r"` J +t b; l`/, .f /may t 7 t ! fR d 0 1 .i r'' i ~ ?X,, r '2~V wi ~ / sue' ! ,r.,. r j r ~ r' ! ' ?I r y,,., Je, / \ S ~ F Pj ~ s. ~ J r~~ ~ l•r ~ t i ~ ,Ifs ~ b.: / ? r'~.~.+//~. -,..,,2....r .l~ t 1 i~it r ,r , ? r.rr ? .t f./ r` ^ ~ l ~ r -'r",y~~ -a f !1 f ._.f CO C~
y w Sq TO F t \A yv, '^ti ri lam`" r :,x ~ .«rs ~ ,r.~^~ r (~~i 1 ~ ~ "J / ~ l/ 1l ~l ~+j • j ' f . l , ~ ~ , . 1 J ^ r~:
•..r fMr) " , ° \ 1 ! TO FT."t 1 -M~~7'" f'f,,r J .M %i~ Ir' r i ~ / 1 I r r W9 ~ `:.^^»-~-~~"Mr. ..,t..t i ' ~ \ ~ -~r~ i, 3 a rj 'r'f>~+~'J r A / .r / ._-«"r/ ~ r,,,.'. J' / ;r /i dY/f % r r, rf °~.l' - ~`•,.,:,w...~""~.'r`." fi'`'r' °(lt,rr~ ~E~ ~+'~~°F ` 5a"' irr~ rr ~ . r~ ,r ~ / ,r,'::''',.-' ~ e ~ A ~ r Ir; (fltn ~ r"'
"°ks ,.r'"~x,- • :.i~._;...'%,~~ r' i N % r / £ Jd ! ~,.f 1 k ! % - '"1 1 r t rd` ` " ~ ~ >fa Vii; o? :"i,~?'.~ ,f, + l ~ r~; rr+' r.?1'i!r/ r ~ i i f / / 'r/ rr i , 1 ~ - ~'w l irll ~tt r'
r r; 712 IL rrr vv.,-- 1 NOTES: r.,,.W t, • ~ r.~~ w , @. , ~ / Iq„.~5: 2 X11 ~XA~"-FT:- ~ x ? f + ie^ ffl' f//r ^fr 3 I i ; f ,f' ,3, t ri j'} g\i LLJ
o ( L 1 1. SEE SHEET $ OF 140 FOR ~.,1; i- f / ! f r''' f` ' , . t ; ~ ~ ~ ~ ? f r 4 ~ ~ti. ( •k s ~7 ~ ~ l ~ >?r f i / e ? 1 140 FOR CLEARING AND GRUBBING NOTES. i ' t Est, f:'' +''r / ,!~s I` ~ jr r ~ ,fl?err ,!fj'j~ / f.
f ~ My 2. BULKHEAD CULVERTS UPS' rl'~ f : w ~ r , ~ t' f r~~ , , -r ~ f ~ I a ~ 1, t! ~ ~ ~ ' ,•.•w 3/~ f~''~.+ r ri 'l "';r"?~. 'r.`r/ ,r / s,.,.,.,. ,d r,. ~a /r`" 'fr 1' I s t tl 4 ' is F RTS UPSTREAM END ON SB 4A & 4B, TO BE , ~j,
> > USED FOR DISCHARGE BARI } / /^.'n~ r ! .+r "-.r"~'-...... ^_"'7" ?r /,/,.,f f, t ^-y r t s i : a r ~.,rrG,, r r, INLET FOR RISER. CONSTRUCT kRGE BARREL. ^ `f /f ~i~t~~ lrr f~grr? r! 'r r.i~~~ ~ ti^:.:~ sY~~ ; ~Jt,~J .r': ~ ,....-...,ti ~l..E ~ `s, r h ~ ? f* Ca
Q , SEE EROSION CONTROL TAE ? f f t+t 1t,~ dTROL TABLE SHEET 85 OF 140. , CL 0 ..a .4 F~ r r`',r „ r, 111
'V_ 3. USE EXISTING POND AS SE / M,,^j / r . r ,f> t\ i ~ s . `~-,a lr' / ! r ~ ,--n~ tr `.J ,r . ZA5 fe t~ `Z a ; , dD AS SEDIMENT BASIN UNTIL GRADING 'r -i, ? % /r~?~ r. - r' 4t fV/ w
OPERATION PROHIBITS USE. " t r 1'0 ~ ? 1, " T / BI S USE. S~f f ~ Q J r, ,Y!
4, FOR SB 3A USE INLET K01 J, { INLET K01 PIPE, AND PROPOSED FOR RISER
CULVERT AS DISCHARGE B) Y ! .1' . rHARGE BARREL. INSTALL SKIMMER TO BASE OF EROSION CONTROL ? .J _J
INLET AT ELEVATION OF E~ LEGEND ON OF EXISTING GROUND. cA Tr"
asw'w~f EXISTING CONTOUR - PROPOSED CONSTRUCTION LIMITS OF DISTURBANCE s r 4. ~J - r 5 0 SB 4 & B CONSTRI loin CONSTRUCT 48 DIAMETER MANHOLE BASE ? e ,
( -(STRUCTURES H 1 a PROPOSED SILT FENCE .A~. , 0 & G01( EXISTING STORM DRAIN - I c & G01 a OVER CULVERT, MANHOLE BASE ° y IGH.1
SHALL BE DESIGNED TO AC T A H--20 AND SOIL LOADINGS ED TO ccOMODATE SEAI^
LOW EXISTING DROP INLET TEMPORARY DIVERSION DITCH TD-6.20 200' 100 0 200' 400 600' FOR THE INSTALLED DEPTH ENGINB MG P G CONSULTAM ED DEPTH AND COMPLETED STRUCTURE HEIGHT. 4613 e - 26421 SMTVM SHT. 7
XNI X, FEE=9 ti, INSTA SKIMM R TO BA ARIN AN - P RMANENT DIVERSION DITCH LL E SE CLE G D GRUBBING E 4944 PARKWAY PLAZABoULEVARD SUITE 350 TO BASE OF INLET AT ELEVATION OF EXISTING • 0 ~ + MDR Engineering, Inc. CHARLOM NORTH GARGLiNA 2821 s= 3,0
GROUND, OR 1 FOOT MINIM TEMPORARY CHECK DAM SCALE IN FEET PROPOSED ROCK INLET CULVERT PIPE, WHICHEVER )OT MINIMUM ABOVE TOP OF PROPOSED BOX ? I y' aseeee ® ~ ®A r L A~ of the Carolinas • e PHONE, 704-42W70 FAK. 70"26.6= ,28217 X6.6080
PROTECTION x X PROPOSED DOT FENCE 1 =200 NORTH. ORIENT SKIMMER TOWARD k E HICHEVER IS HIGHER. A. . 0 F 140
® www.tolbertandbright.com 128 S Tryon Street, Suite 1400 I Charlotte, NC 28202

~ ~ ~ r~- Rsr ~W to O
O O
\~`Z1l!\ ~~,~'n~'~? f~/I~lf~~~~ OPl'F'_P~C>.?.~~~/ t, ~ir~-! ' ~ 1yl
\ ~ i
~ 3 ~ ~~~~a ~ i c ~ N I N3~ F a ~ i ~ r ~ I4 A ~ ~ t t f
1 4 D , 2 ~ ~ w i #
1 ~ f ~ T ~ ~ 6 k ` , O
- 1 ~ \ /r l 1 r ~ i a ~ e 3
+Y J / j ~ 4 = ~ ~ _ f ~ I ~ tf f cn z
~ ( ~ ~ ~ ~ 1 ~ } 4 ~ ! t ~ f r ~ z O ~ O
~z, 1 0
r f, 1 I 1 z f
ti ~ 1~' ~ ~ ~ l
~ : 5 ~ ? { ~ 5 its C",,... t 1 ,yR t ~ i o
. ~ ~ t ~ r~ I~ iii S ~ l~ I Ji <<:~.. ~ r , ~ l r r . r z p k--
~ 1 ~ a,, r , ; ~ } ray/ y U O O
~ o ~ / ~ ~ 1 l r t 1 I r ~ ~ 1 ~ 1 O
/ ~ ~ ~ ~ # , k ~ { i 1 i ~ {1 ti / F W Z
~ ' i u W
~ , r
a ~ , > > W W
k' ~ ~ , ` 1 ~ ~ . W W t~ to
N ct- LO
t ~ a s 1 0
~ \ t , .~r,.~ ~ 1 i J l"~ r N
O (0 0 O r ` \ O
a` ~',A ~ ..r ~ . / ' f ~ N
a + ~ C + ' ~ ! -h ~ j1 ~ f A a 1 I t ~ J 1 r t- F- O to
/ ~ ~`v, 1J 5~ r i ' ~ ! J W W N Q O E n N z
I ~ ~
~ ``sue\\ ~ ~ ~ fi`~.~,. ~ 1
w O z m a D
~ ~ ~ ~~t\\ ,s _ -.mo t 1 5~,~. l t (/.rte-- ~ \ ~ o ~ ~ ~ - ~ ~ ~ / © U U m p V U? Lli ? U W
' ~ ~tnKy / f ~ ~ ~ /1 o •T ` 1 r
\ ! ~ 1 ~ E ~ 7 ~ ~ ~ i-
~ ~ 72 r~ i a 1 Of w M: r u i0 U" n.. m 0 0 o
' ~r. ~ t ''t ~ 4 r'~ r"" s 1 ,r ` ~ T, . j
t s.. ~ ~ ~ / I \ r )y p/ t
I { V W ~ t J~~ i I '1 ( f ~ , .r'r - ~ ~ - TM ~ ~ i ~ ,a `
ti~ ~ r 1 I y TM I y a s J i
11/1// ~~~`~11 ~ f. = ~ -~T ~ ~ > \ y
's
~=!--moo` "'ti. ~ ~ ~ nyl V 1 ~ rc ..a~~r.l 1 ~ tl3 a ~ 4 7 ` N
\ u~ ~ ~r .a ~ ^r, } is
C ' tea. ° u ~ M .tY
r,,.,. ~ ~,,~f \ Now
- ' r''' ti ~,r'
~ r
r h7 i S ~ P N y! , V yr ti
, ~ p ~ ~ s
i ~ ~ f ,r ~ 4 ~ ~ ~ l ~ ,e r 1 ~ s ,
~ Jam, - ~ ~~~,~1~ - c_.•~ ~ ter' , , ~
~o-K / ~ ~
~ I ~ 1 L
w
f } r ~ / ~ 1 1 f ~ v i
r~ 1 e z
~ w 1 1 r 'w ,rid ~ , ,t ~ 1
i r 4~ ~'t~~~ I ~ l S, r `R ? In ~ { ~ ~ ~ Q } i t
4 r r l y r / y
,r' ~ j - 1
~ ~ / 1 ~ r ~ i f > \ r ~ 1 }y~ H M. '4 d
1 ~ Xb"~ 1 \ ` i e 4' T-
y 7 N f a ~ ~ 0
E 2 n~A
~ a t Y,, , ~ _ ~ /
~ ~ ~ w 3 ` r
{ \ ~ kl t \ / f
I
LU
~\i~~ ~ r/ / - I ~ - as ~1 / ~ s ~ '-,r ~ , ,r'"~ r~ ~ ~ r~.
I~~.... ~ ~ ~ / s r ~
~ r ~ r'' ~ AM 1~ w ~ ~ , . ,i ~ . ~~~„r ~ ~ ~
aA~ / r v ~ ~ S . .r°',~ ~ t l 1 ,-'"/,f'~ r .~°~r: .('d?,irir~?,~ ..1 iav~.,~r~..z r,~r 4 / AS~' pA~1~= 25 ,r'~ / ~ _
/ / ! r /'j l Vw3WtVd ..!•'-ZV AVV w 1. rti a A l ! ? 6 AR- ` 0 OF L 25
yam`` 2 ~ ~ N
SOTTO L j J' / ? R NSIONS: 150 XZ I~ ~ r 1
f x""' ~ r3 / f
071
S ^ f 1[1_~ Z Lu
17
~i
71
[fill 0 t_., 1_ ` r a \ r
? / LLI
J I o4 x. n w f
:N- AT G f F. , ,A~+ UO
1 W
r~ \~\l 4~..,".--.?' .,.•r"~'""^A '4~';'}.•rr:..~,~,.,
EROSION CONTROL ®~6611t1ilgl~O 4,,11 I l r J 1 ,e~et 1I~® d ``,4 JJ~ J
L EGEND N C i~ r
EXISTING CONTOUR ww~ PROPOSED CONSTRUCTION LIMITS OF DISTURBANCE rr JJ i zoa 100a 200400600, ~ ,
EXISTING STORM DRAIN PROPOSED SILT FENCE 5F-6.62 i ? • y . `~w 7 r~ r
~ EXISTING DROP INLET TD-> TEMPORARY DIVERSION DITCH TD-6.20 • _ : a SEAL r a ? _ = ENGINEERING &P G MNSULTAN 4SULTANTS S HT. a, SUM 350
SCALE IN FEET 1 26421 a o 4944 PARKWAY PLAZA BOULEVARD, SIUI'1"E 350
CLEARING AND GRUBBING P p - > PERMANENT DIVERSION DITCH NOTE 1 rgNG ; •.N ; --200,. <v . HDREngineering, Inc. CHARL(YrTEv N4RTHCAROUNA 2$210 of the Carolinas . A 28217
PROPOSED ROCK INLET , TEMPORARY CHECK DAM D A G ~ g , C PHCINE? 704.426-6070 FAX. [phone]M +26.6080
PROTECTION 1. SEE SHEET 8 OF 140 FOR CLEARING AND GRUBBING NOTES. -x X PROPOSED DOT FENCE 161110 OF 140
www.talbertandbright.com 128 S Tryon Street Suite 1400 ( Charlotte NC 28202 r

PHASING NOTES D pP R W L
THIS PLAN ESTABLISHES PROJECT PHASING REQUIREMENTS AND MILESTONE DATES THAT SHALL BE ADHERED K OA P ~s M C7 r-
TO BY THE CONTRACTOR DURING CONSTRUCTION OF THE PROJECT. THE CONTRACTOR IS ALLOWED TO WORK IN ~P ~ AV M NT ,,~,,,~i FUTURE AIRFIELD P E ~ p h~ I'7
PHASE to AND 1B AT THE SAME TIME. tri:' __i FU
DETOUR ROUTE Q
1. COMRACTTIME THE CONTRACTOR SHALL ACHIEVE SUBSTANTIAL COMPLETION OF PHASE to OF THE WORK NO LATER THAN 720 CALENDAR DAYS _ DE FROM THE DATE OF COMMENCEMENT STATED IN THE NOTICE TO PROCEED AND SHALL ACHIEVE SUBSTANTIAL COMPLETION OF PHASE 16 OF THE Q ~1 ,
AREA
WORK NO LATER THAN 840 CALENDAR DAYS FROM THE DATE OF COMMENCEMENT STATED IN THE NOTICE TO PROCEED. THE CONTRACT TIMEfS AR FURTHER DEFINED IN SECTION 80 OF THE GENERAL CONDITIONS AND IN THE SPECIAL PROVISIONS. AR BONUSES/LIQUIDATED DAMAdE& AR PHASEIA A BONUS IN THE AMOUNT OF TEN THOUSAND DOLLARS ($10,000) PER CALENDAR DAY WILL BE PAID TO THE CONTRACTOR FOR EVERY ~ AR CALENDAR DAY THAT THIS PORTION OF THE WORK IS SUBSTANTIALLY COMPLETED BEFORE 720 CALENDAR DAYS (THE `PHASE 1A BONUS PERIOD') U,: Q O
AREA II ~i C~
II1 Q~ V Z O
AREA Ili , O
0 P AREA IV p to 2 q!
U C¢~
FROM THE DATE OF COMMENCEMENT SET FORTH IN THE NTP. THE BONUS AMOUNT IS CAPPED AT ONE MILLION FIVE HUNDRED THOUSAND DOLLARS
($1,500,000). ~ NO LIQUIDATED DAMAGES IN THE AMOUNT OF TEN THOUSAND DOLLARS ($10,000) WILL BE ACCESSED AGAINST THE CONTRACTOR FOR EVERY CALENDAR NOT IN PHASE 1 A OR PHASE 1 B Q- ~ o V)
0 J o ~
U C03
DAY THAT PHASE 1A OF THE WORK IS NOT SUBSTANTIALLY COMPLETE PAST 720 CALENDAR DAYS FROM THE DATE OF COMMENCEMENT SET FORTH O V)
IN THE NTP (THE PHASE 1A ~D PERIOD). THE LIQUIDATED DAMAGES AMOUNT IS NOT CAPPED. ti C- D
PHASE D A BONUS IN THE AMOUNT OF TEN THOUSAND DOLLARS ($10,000) PER CALENDAR DAY WILL BE PAID TO THE CONTRACTOR FOR EVERY 'u, Q H
CALENDAR DAY THAT THIS PORTION OF THE WORK IS SUBSTANTIALLY COMPLETED BEFORE 840 CALENDAR DAYS (THE 'PHASE 1B BONUS PERIOD') J
FROM THE DATE OF COMMENCEMENT SET FORTH IN THE NTP. THE 80NUS AMOUNT IS CAPPED AT ONE MILLION DOLLARS ($1,000,000). t 0
LIQUIDATED DAMAGES IN THE AMOUNT OF TEN THOUSAND DOLLARS ($10,000) WILL BE ACCESSED AGAINST THE CONTRACTOR FOR EVERY CALENDAR r-- N K) d' L
DAY THAT PHASE 1B OF THE WORK IS NOT SUBSTANTIALLY COMPLETE PAST 840 CALENDAR DAYS FROM THE DATE OF COMMENCEMENT SET FORTH
IN THE NTP (THE PHASE 16 LD PERIOD). THE LIQUIDATED DAMAGES AMOUNT IS NOT CAPPED.
V N CO 0 0
ANY AND ALL OTHER PROVISIONS IN THE CONTRACT DOCUMENTS NOTWITNSTANDWG, THE PHASE 1A AND PHASE 1B LD PERIODS WILL BE ENLARGED SHARYN DRIVE Q LO 0
BY THE SAME NUMBER OF DAYS BY WHICH ANY EXTENSION OR ENLARGEMENT OF THE TIME PERMITTED THE CONTRACTOR TO COMPLETE THE WORK P-1, N
IS GRANTED HEREUNDER, BUT NO EXTENSION OR ENLARGEMENT OF THE CONTRACT TIME FOR ANY REASON SHALL SERVE TO ENLARGE THE PHASE 1A d . Cl1 t- 0 (n 1--- U
OR PHASE 16 BONUS PERIODS FOR THE PURPOSES OF COMPUTING THE AMOUNT OF ANY BONUS TO WHICH THE CONTRACTOR MAY BE ENTITLED U LIW.. N UtlW. w
PURSUANT TO THIS PARAGRAPH 6. THE BONUSES AND LIQUIDATED DAMAGES ARE ALSO DESCRIBED AND DISCUSSED IN THE SPECIAL PROVISIONS.
M W O m
2. ROAD CLOSURES
A. WALLACE NEEL ROAD FROM DIXIE RIVER ROAD TO OLD DOWD ROAD CAN BE CLOSED AFTER JUNE 30, 2007 AND THE INSTALLATION 0 n > tt W M 0 V)
OF SIGNAGE BY THE CONTRACTOR PER THE APPROVED TRAFFIC CONTROL PLAN (SUPPLIED BY THE OWNER) TO DETOUR ~ ~ W W Z x LLJ U) 0 --S -5 ~ U W
TRAFFIC VIA DIXIE RIVER ROAD, MOUNT OLIVE CHURCH ROAD AND WALKERS FERRY ROAD. INCLUDED IN THE PROJECT PLAN SET n ~ ct Q 4 ~ W UCL' = Q
IS AN APPROVED TRAFFIC CONTROL PLAN THAT THE CONTRACTOR SHALL IMPLEMENT FOR THIS PROJECT. THE TRAFFIC CONTROL PLAN to D D CL CL 0 U 0
IDENTIFIES THE SIGNAGE, MARKING AND OTHER REQUIREMENTS TO DETOUR EXISTING WALLACE NEEL ROAD TRAFFIC ONTO DIXIE RIVER q 0
ROAD, MOUNT OLIVE CHURCH ROAD AND WALKERS FERRY ROAD AS SHOWN ON THIS SHEET. AFTER ALL REQUIRED SIGNS, MARKINGS,
BARRICADES AND OTHER REQUIREMENTS ARE IN PLACE, THE CONTRACTOR MAY CLOSE WALLACE NEEL ROAD FROM DIXIE RIVER ROAD TO OLD
B. THE PORTION OF DIXIE RIVER ROAD WITHIN THE PROJECT LIMITS (APPROXIMATE LOCATION SHOWN ON SHEET 4) CAN BE CLOSED WHEN
THE SECTION OF PROPOSED WALLACE NEEL ROAD RELOCATION FROM DIXIE RIVER ROAD TO GARRISON ROAD IS COMPLETED AND OPENED TO TRAFFIC
4 a~
C. THE PORTION OF WALKERS FERRY ROAD WITHIN THE PROJECT LIMITS (APPROXIMATE LOCATION SHOWN ON SHEET 4) CAN BE CLOSED WHEN
THE SECTION OF PROPOSED OLD DOWD ROAD RELOCATION FROM WALKER'S FERRY ROAD TO EXISTING OLD DOWD ROAD IS COMPLETED AND OPENED TO TRAFFIC ~ - - i - ~9i~p,~ ~`w M
w ;;k fr 0
~c
INTERSTATE 485 I , Q
i {itl! liPldili f4 E+ ! 111 1 1 11 ! 11 } 211 I t l l i l ! I ! l i l l l i 11 111 f ! 1111 ! l l _~____~._.__.k_._..__,_ ti f ICi~'Y~f" III `1tf}illi6+~!111Elf!{Illdii€1111!!!+fil+Ilt{I€iEf J
r IiI 1i t f }lilfllll{'4iil;tli{#111#1illli;p~li'<111+11}11'1{1111111;Iii! ` { f€il"1'~'i~91E f I 1 S 1 1 1 I! ( 3 1 i l J t 1 o f f'f i i l 4 f t J I fli. lilllilliilfliillllfli11,14111i11ii
1111}I`tlltlilf11111f1l11lfiiliilllllll111iillltl1E1S11111!€~i}llliltll11111(fll iil Il1111iiliill!}ftlt ?Illiliili.lilf 11.'ll~ili1E1J1{1f1iII11111i1i1f1l1I1131111f11 € 11;€f lililll¢It1i1{1(i ~ Q
~ Illllil1ii31111f}iflll ( ~IIIi31l1111 !,1 I k i,# ! i i,l l i l i l l l l l,E,l I f 11{ t! ~ S I l i i l l l i 111 11141t€iiifiS}!~!1!~l~Ilflflilillll'3`f13111I1111111i111l11 lII4f)i1f113 LIYllltl I
P I C i i! 1 1! i f l l l !,i ! 3 t I,f t( t l i ( 1 { 1! l i f i ilE~4'i 1 fl! i l l ISI ? i,i l i i f l i ~ i,l 1 1 ~ I~{ f,t ! I,I,i E,t I f 4 1 i f III f l ` 1111 ifillfllil3~il1( t fl !ti 13{!1!(1!1! ,r~ ~ , ' I lil Iii 1 1 1 € I i I i,l !„I t I'! I~f I l;I~' I! I°I I l i f l i! 1 i! a sow
d x ~ k X,_ I'I i ,I 6! i i 1 1 I,i,{ 1 L! ~ 3 i i € i I! t 4'.! 1 d,i ! 3 I.f 1 i l 1.I 1 ..::'.W :~.,.:...I. ::-r cr..T.. t~ ~ ..y:~r-r.~:. I, l,i,i.~~~,t..l~(„l,i,l t (,i.i,i.( l,I.i i,i,l,l,i,s.l 1.~,} i.t.~.l.! ! iit i f . , ..r-,..,. . ~ ~ 4 . ~ „ s,. ~ . , n ~ r.. a. .c Y _ , , R, ,r er r..r:.~ r., ~ ti 7. , r 1`fi t 4 .1 i t n ~ s`,~Y ~ , ( r ...ti ti. s, ~s r r tik y ,y ~ s r ~ ~ ~ 1,. v, ~ . 1. , a , c. .v. _ 1...t n ! ,n u l 'vY N 1 .,,r.. 1 ~ , 'd, ..J?.....~ .fem. .,+.,..,r. ~ M.:.,t. d3, ~ 4..n-...8a~ ua ~ ~ , ~ a r a . ~d Jl i Y t ~ „ . ~ i. J _ ~}s 4 .k , 7.. 4. ~i:,} :.i x r Y ,,...:{r T, „ r(~ ,.Y n. it 1 t ~ ll i~ t i ~ 1 i .~,~.,r 4i. V.. li } A h. i i c. c,: r. 7 ~ y. r , n., n . ~ _ v _ ~ . r ~Y, . ,r _
a ~ . rit~ ) . ~ .i r, is 1 ` .i- ~ ~ i 1 1. . ~ {Y`. ,;.1 { 4 .,r ~ ,xaM .,tl r. t. t ~ ,l , h. ,t e. ~ M n .'I v / i~. 1.. ~ it n ~ j.., i. ~ J ~ d... t . ~ Y 1... ~ F F t.. ,r ~ r a „ ..,n. I ~ ~ 1.. h~ i ~ .,,...l .,f. ~ ! :~.f 1 .fist 4 ~r.,~.' ,..v .rte. .:i... :t'.. Y G~ .rv~ ? .I.'.L. 5 .3 n. i 1 ! I ~I~ 'r. n. ~ ~ l.a. , a ]k~ .1.. y... .,t , . r ~ r a.. ti 7 . ~ , ~ . ,~r `t.,.. . .J:.f .µ,.h ~~.a..v y.:.~ z. n ~ .R5'.'w1.. tr. .M,t ,c. J~. _a C, F.. .u ...,t, .~Aa. ...,,,44-.., vr.,~ i [E... ...:..-....,.,r t, .tt.,:.\y'.~~'1 ,~yv.- .L ,r„'x"»'~ 7r ~ } .:I.F a. , .i~ xf~ a 1:,..-.~7: ~ u,.r.,7A G ..:t '4x ~,y 1 ~ } 'ti' 1 . ! :_v ~j J~ 11!,1111 Iilt}fii'I #t ~ ~ ~ r._ r 'r >d ~ uu i ~ I ! ~ f I 1 1 ! 3 I ? ! 4 (1 t l ~ 1 E'
w F+'t;r,~ ~ ~t ,I i,i ! I t l l i l I,1 I# l f I ~ rs• t ~ 3}'. ~ 71~1i111i1613}i12111,1liifllltl 1111 x;~d~111 7 r~ x ~ ~ t , <<,> ,},ti c~ 1 1 1,! l,. S i i i, i t t i y 0 z
,f,;', y~ r,:::~ ~ I I !11 ~~'~,+t~+~+'+i+++1+1111`I1f11 { 1!}i i t , r., ~ c 7. ' I i I i i 1! 3 1 1 i 1"'i' t i i ~ , I I ~r ti~ . ~I4i1! !1)1!11 ~ ~ ,E S 1 1 1 k l ! I I L ce
/s~ ,r r : 'k I l i S I d I y I I, i I 1!{ I! I 1 1 •rY i y 1 1{ 1 1! 11 r a! I I t I l l I' ( I r ~ ~,.xl ty . I1t1114111lIlii I} " ~,ISS 1 4 1 f S I I /t~~A~~'yo u ~ '~.;z;'.; r 4 ~ i:.:i hr r ! ! ! i f f 1' ~ 2 ~ 4 i t 11 ! 1111 I I LLJ
~ 7v{ i y ~r rtA Y ° ~ F ~5 n a>k ~ M ~ti ! S i ! } f ! 1 ~ ~ s i I 1 I ~ i 1 lk i{ ~1~~~cy, a r pity i4' ~ ~ ~ ~,y ,f .M , }1 l i l 1 1 1 I t. i di yi ~7 a r i i t.., < : " ~ 1.. t . r.. ,Y, 1. r. ~ i r. n. ~ t. ~ r + ,t s 7 v _ ~ ~ _ , . ~ . , 1+. .x. ~ ~r :+,1'. C.. 1 r. . r r`f..fl. i., .,.J .F ..4. ..J J..~ rr, m
i S i r , ~ s . . , , I x.. , , r r . , , , , l ~ F x, s ~ .:Y 4 ~ ri,~ ~ ~ z ~ ~ tir. r. , ~y , . r. r,~A.S~ s. C., {.i .::r.a~,,. ,.~t w , zc r~. 7.'..}.. ._,~..rY i:. .F ,.Anr. .Gr., y ~3 '.r,a E`... t.. T cr x~ i !!I'IIi,11911~1lfiilflPll{( z
,,~<n' ! i l,l l i i ! i l l t~! ial I,i,I ! i,i . t., ti}IE11!(3(lIi~(1~ it1111~~~ltlilfllltlfllllllllltllli11111 I ~iS ,I, l1i1111311i11i1t1111111t16111d1I11 ~ I
1111#fillltlif3! r;; ± S 1 1 1 1 1! f! 1! i € i i i Ifi}Elli,lElii!
i 4 ' r4 ~ l i l l i i i f
, ® ~ I ~ , l f 1
J~
/A fc".~( 4 / 1
~I f ~
/ 2 .1 B®RRQW 2D
t ~
'C' 'ti ''1 '1 / , f: `
5; t
{ ~ ti
~Q\ ~ . 1 g ~O 1,,, N~
w
s; ~ - 1 , _ X Q
X
~ ~ / ~ ~
LAI o ui `
G \o~ Q DoT \ ~ 11 ~~~~2~~ GE ~~P~ y, \~,t
D. THE CONTRACTOR IS REQUIRED TO FURNISH, INSTALL, AND MAINTAIN ALL REQUIRED TRAFFIC CONTROL SIGNS AND DEVICES P NECESSARY DURING THE PROJECT. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE NORTH CAROLINA DEPARTMENT OF Z 0 Im
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, LATEST EDITION AND THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES. BARRICADES SHALL NOT BE REMOVED UNTIL DETERMINED TO NO LONGER BE NEEDED BY THE OWNER. THE X x _ ~¢i~? ~ ~~WD Rte- APPROXIMATE LOCATION OF RELOCATED FENCE BY OWNER GS CRITICAL AREA V)
CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL FOR ROADWAYS DURING CONSTRUCTION ACTIVITIES (UNLESS OTHERWISE DIRECTED
BY OWNER). DURING THE HAULING OPERATIONS THE CONTRACTOR SHALL ONLY CROSS WALLACE NEEL ROAD THROUGH THE CLOSED W t~ a cc
SECTION. THE PORTION OF WALLACE NEEL SOUTH OF DIXIE RIVER ROAD SHALL NOT BE CLOSED UNLESS APPROVED IN WRITING BY \ X-- X -j Z Zm J~ t0
THE OWNER.
ICAI Af7fA-"-- X E. CONTRACTOR UPON REQUEST WILL BE ALLOWED TO CROSS DIXIE RIVER ROAD, WALKERS FERRY ROAD, GARRISON ROAD, AND _ X W 'w
OLD DOWD ROAD WITHIN THE PROJECTS LIMITS FOR HAULING PURPOSES. HOWEVER, PRIOR TO CROSSING CONTRACTOR SHALL: OFA_ ~ GLIDE X ~ RUNWAY OBJECT FREE AREA OFA GLIDE
SLOPE SLOPE ~ ~ RU a
1. REQUEST AND OBTAIN FROM OWNER PERMISSION TO MAKE CROSSING. ~ z a-,
2. PROVIDE TRAFFIC CONTROL PERSONNEL WHILE HAULING ACROSS ACTIVE ROADWAYS. ~
LOC h.. z z
3. THE CONTRACTOR SHALL FIRST INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES REQUIRED IN AN AREA BEFORE STARTING CLEARING A AND GRUBBING OPERATIONS IN THAT AREA. -
N M
4. THE CONTRACTOR SHALL SUBMIT A DETAILED PROJECT SCHEDULE TO THE ENGINEER FIVE (5) DAYS PRIOR TO THE PRE-CONSTRUCTION - - - - - - - - - - - - - - - - - - - - - - - - - - - aRfn~ ^1 ~1
CONFERENCE.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE TO ALL SEDIMENT AND EROSION CONTROL DEVICES T W E Q
THROUGHOUT THE PROJECT. z
6. THE OWNER WILL COORDINATE THE DEMOLITION AND RELOCATION OF ALL UTILITIES WITH THE LOCAL UTILITY COMPANIES.
7. ANY EXISTING SECURITY FENCING WILL BE REMOVED OR RELOCATED BY OWNER UPON REQUEST.
'~N" 11 fi ARTALBERT&BRIG 600' 300' 0 600 1200' 1800' = Z =a SEAL ~ i ?
8. THE HATCHED AREA ALONG EXISTING OLD DOWD ROAD IS NOT IN PHASE 1A OR PHASE 1B AND WILL NOT BE INCLUDED IN THE BONUS AND LIQUIDATED DAMAGES PROVISIONS OF THE
CONTRACT. ANY CONFLICTS IN THIS HATCHED AREA WITH PROPOSED EARTHWORK, EROSION = 26421 = ENGIIJEERING & PLANNING CONSULTAlS ,gSULTAN TS S HT. S= 350
CONTROL, STORM DRAINAGE AND OTHER IMPROVEMENTS IN THIS CONTRACT WILL BE RESOLVED -o c 49g4 PARKWAY PLA7A BOULEVARD, SUPl'E 35C
BETWEEN THE CONTRACTOR AND THE OWNER DURING CONSTRUCTION. SCALE IN FEET CHARIA'ITE,NORTIiCAROLINA 28217 A 28217
~~Cl~ E '(J~`.•~ PHONE: 704-426,61)70 FAX: 704.42b,6080 1=600' 4 426.6080 OF 140
~j~. www.tolbertandbright.com
- -

~ `tJ
W Q
INTERSTq~ 485 PROJECT 0
ACT 0 0
LIMITS

pos~a waw+c~ ~ NEE4 R01~D - - _ _ - Q
~
.p. ~P~ PROP03ED WALLACE NEEL ROAp R PROPOSED EDGE ~F PAUED SHO 1 ~ og PHASE 1A . ROAD RELOCATION ~ (n z
SEE NO7~ ~ 2 U O ~
UED SHOULDER (7YP.) i V) O W ~
~ ~ 9~ O V)
p
U 0
~ Q ~ a
Z
~ ~ PHASE 1B - 1B a ~
LLJ
\
_i LLI n
N V7 mot- tf7
~ PROJECT
W NW 9°b /C ~C ` LIMITS
N Q0
I d a En
0 N
V) F-- 0 V) E--- U
U LL N U LL d
wra~E N~~. ROB x x = " ~ -r WASTE X AREA
~ti~~~ ~P x'
v G /x~ ~ x m z O W z m
n Qe~OPG~ \ ~ ~ O~~F G\y\o~ P Z ~ N/ PROJECT 1Q~~ \ ~ O NPN ~p0
z U U u Z
G R U W w ° ° c = Q
i ~ QR~ ~ D Cl.. CL D U G]
~ LIMITS ~~a~ x ` ~ R~~'~ PNN ~ o~p ppWO
x x
X X X X X~
APPROXIMATE ~ ` X---._ x CRITICAL AR~A___'_'--. x tOXIMATE LOCATION OF RELOCATED FENCE BY OWNER GS CRITICAL AREA
I a I~ OFA ~ GLIDE_~--------- _RUNINAY / ~ x r----- ~ SLOPE mac- ~UNINAYOBJECTFREEAREA OFA_GLIDE ~
SLOPE' ~ RUNWAY SAFETY AREA - - -
v - - - - ~ - - - - ~ ~4- - - - - ~ _RUNWAY -r i ~
~ i i a
I~ ~ \ - - - - ~ ~ ~ I LOC ~
a LOC CRITICAL A ~ ~ ~ zo ~ X - - - - ~ - ~f - - - a ~ ~ ~ - - - - - - - _ OC--GRI7J~A~-AR€.A- I J Q
- -
s ~ OFA ~ -~---------i - - J
a X ~ ~ ® Q
Z
s CSC--" X T W as L nrsFa\ ^~'1 ~1 ~-1
Q
11~ z
L ~
PHA8M(i NOTES W
THIS PLAN ESTABLISHES PROJECT PHASING REQUIREMENTS AND MILESTONE DATES THAT SHALL BE ADHERED
TO BY THE CONTRACTOR DURING CONSTRUCTION OF THE PROJECT. THE CONTRACTOR IS ALLOWED TO WORK IN ME Z
PHASE 1A AND 16 AT THE SAME TIME.
u avow
1. CONTRACT TIME THE CONTRACTOR SHALL ACHIEVE SUBSTANTIAL COMPLETION OF PHASE 1A OF THE WORK NO LATER THAN 720 CALENDAR DAYS
FROM THE DATE OF COMMENCEMENT STATED IN THE NOTICE TO PROCEED AND SHALL ACHIEVE SUBSTANTIAL COMPLETION OF PHASE 1B OF THE
WORK NO LATER THAN 840 CALENDAR DAYS FROM THE DATE OF COMMENCEMENT STATED IN THE NOTICE TO PROCEED. THE CONTRACT TIME IS B. THE PORT THE PORTION OF DIXIE RIVER ROAD WITHIN THE PROJECT LIMITS (APPROXIMATE LOCATION SHOWN) CAN BE CLOSED WHEN
FURTHER DEFINED IN SECTION 80 OF THE GENERAL CONDITIONS AND IN THE SPECIAL PROVISIONS. THE SECTI THE SECTION OF PROPOSED WALLACE NEEL RQAD RELOCATION FROM DIXIE RIVER ROAD TO GARRISON ROAD IS COMPLETED AND OPENED TO TRAFFIC
BONUSE3NQUIDATED DAMA~E& C. THE PORT THE PORTION OF WALKERS FERRY ROAD WITHIN THE PROJECT LIMITS (APPROXIMATE LOCATION SHOWN) CAN BE CLOSED WHEN
PHA8E 1A: A BONUS IN THE AMOUNT OF TEN THOUSAND DOLLARS ($10,000) PER CALENDAR DAY WILL BE PAID TO THE CONTRACTOR FOR EVERY THE SECTI THE SECTION OF PROPOSED OLD DOWD ROAD RELOCAl10N FROM WALKERS FERRY ROAD TO EXISTING OLD DOWD ROAD
CALENDAR DAY THAT THIS PORTION OF THE WORK IS SUBSTANTIALLY COMPLETED BEFORE 720 CALENDAR DAYS (THE 'PHASE 1A BONUS PERIOD') IS COMPL FROM THE DATE OF COMMENCEMENT SET FORTH IN THE NTP. THE BONUS AMOUNT IS CAPPED AT ONE MILLION FIVE HUNDRED THOUSAND DOLLARS D. THE CONT S COMPLETED AND OPENED TO TRAFFIC
THE CONTRACTOR IS REQUIRED TO FURNISH, INSTALL, AND MAINTAIN ALL REQUIRED TRAFFIC CONTROL SIGNS AND DEVICES
($1,500,000). NECESSA TRANSPO LIQUIDATED DAMAGES IN THE AMOUNT OF TEN THOUSAND DOLLARS ($10,000) WILL BE ACCESSED AGAINST THE CONTRACTOR FOR EVERY CALENDAR CONTROL NECESSARY DURING THE PROJECT. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, LATEST EDITION AND THE MANUAL ON UNIFORM TRAFFIC w
CONTROL DEVICES. BARRICADES SHALL NOT BE REMOVED UNTIL DETERMINED TO NO LONGER BE NEEDED BY THE OWNER. THE 0
DAY THAT PHASE 1A OF THE WORK IS NOT SUBSTANTIALLY COMPLETE PAST 720 CALENDAR DAYS FROM THE DATE OF COMMENCEMENT SET FORTH CONTRAC IN THE NTP (THE PHASE 1A LD PERIOD). THE LIQUIDATED DAMAGES AMOUNT IS NOT CAPPED. BY OWNE SECTION. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL FOR ROADWAYS DURING CONSTRUCTION ACTIVITIES (UNLESS OTHERWISE DIRECTED Q
BY OWNER). DURING THE HAULING OPERATIONS THE CONTRACTOR SHALL ONLY CROSS WAILACE NEEL ROAD THROUGH THE CLOSED _Z
nu~e~ ~a n onni~ is ~ni Tuc A\AlII lA1T nr Trn~ rung icnn~n nni i ADC /4t~n nnnl DCR (`.41 ~NIIAR fIAV Wil I RF PDih T(1 TF7F !`(I~ITR G(:T(1R Fl1R F\/F'RY T4J L' fl\A/AI SECTION. THE PORTION OF WALLACE NEEL SOUTH OF DIXIE RIVER ROAD SHALL NOT BE CLOSED UNLESS APPROVED IN WRITING BY rug nwnira 4g
rrnvc Iv, n uvivva 114 inr_ nmvvi4 vi I L-I 14 It v \yy L-. L.06- - .d.. I Is .s- CALENDAR DAY THAT THIS PORTION OF THE WORK IS SUBSTANTIALLY COMPLETED BEFORE 840 CALENDAR DAYS (THE `PHASE 1B BONUS PERIOD) CU
CONTRACTOR UPON REQUEST WILL BE ALLOWED TO CROSS DIXIE RIVER ROAD, WALKERS FERRY ROAD, GARRISON ROAD, AND
FROM THE DATE OF COMMENCEMENT SET FORTH IN THE NTP. THE BONUS AMOUNT IS CAPPED AT ONE MILLION DOLLARS ($1,000,000). E. CONTRAC OLD DOWC OLD DOWD ROAD WITHIN THE PROJECTS LIMITS FOR HAULING PURPOSES. HOWEVER, PRIOR TO CROSSING CONTRACTOR SHALL: Z r--
LIQUIDATED DAMAGES IN THE AMOUNT OF TEN THOUSAND DOLLARS ($10,000) WILL BE ACCESSED AGAINST THE CONTRACTOR FOR EVERY CALENDAR
DAY THAT PHASE 1B OF THE WORK IS NOT SUBSTANTIALLY COMPLETE PAST 840 CALENDAR DAYS FROM THE DATE OF COMMENCEMENT SET FORTH 1. REQU 1. REQUEST AND OBTAIN FROM OWNER PERMISSION TO MAKE CROSSING. Z v
IN THE NTP (THE PHASE 16 LD PERIOD). THE LIQUIDATED DAMAGES AMOUNT IS NOT CAPPED. 2. PROV J V'
2. PROVIDE TRAFFIC CONTROL PERSONNEL WHILE HAULING ACROSS ACTIVE ROADWAYS. W Z
ANY AND ALL OTHER PROVISIONS IN THE CONTRACT DOCUMENTS NOTWITHSTANDING, THE PHASE 1A AND PHASE 16 LD PERIODS WILL BE ENLARGED 3. THE CONTRAC BY THE SAME NUMBER OF DAYS BY WHICH ANY EXTENSION OR ENLARGEMENT OF THE TIME PERMITTED THE CONTRACTOR TO COMPLETE THE WORK AND GRUBBIN IS GRANTED HEREUNDER, BUT NO EXTENSION OR ENLARGEMENT OF THE CONTRACT TIME FOR ANY REASON SHALL SERVE TO ENLARGE THE PHASE 1A CONTRACTOR SHALL FIRST INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES REQUIRED IN AN AREA BEFORE STARTING CLEARING
GRUBBING OPERATIONS IN THAT AREA. ® ;Z
OR PHASE 16 BONUS PERIODS FOR THE PURPOSES OF COMPUTING THE AMOUNT OF ANY BONUS TO WHICH THE CONTRACTOR MAY BE ENTITLED 4. THE CONTRAC PURSUANT TO THIS PARAGRAPH 6. THE BONUSES AND LIQUIDATED DAMAGES ARE ALSO DESCRIBED AND DISCUSSED IN THE SPECIAL PROVISIONS. CONFERENCE. CONTRACTOR SHALL SUBMIT A DETAILED PROJECT SCHEDULE TO THE ENGINEER FIVE (5) DAYS PRIOR TO THE PRE-CONSTRUCTION
ERENCE. :C
LEGEND
2. ROAD CLOSURES 5. CONTRACTOR 'RACTOR SHALL BE RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE TO ALL SEDIMENT AND EROSION CONTROL DEVICES
THROUGHOUT ~UGHOUT THE PROJECT. r ~ PHASE 1 A CC ..w W
A. WALLACE NEEL ROAD FROM DIXIE RIVER ROAD TO OLD DOWD ROAD CAN BE CLOSED AFTER JUNE 30, 2007 AND THE INSTALLATION OF SIGNAGE BY THE CONTRACTOR PER THE APPROVED TRAFFIC CONTROL PLAN (SUPPLIED BY THE OWNER) TO DETOUR 6. THE OWNER WI OWNER WILL COORDINATE THE DEMOLITION AND RELOCATION OF ALL UTILITIES WITH THE LOCAL UTILITY COMPANIES. PHASE 18
TRAFFIC VIA DIXIE RIVER ROAD, MOUNT OLIVE CHURCH ROAD AND WALKERS FERRY ROAD. INCLUDED IN THE PROJECT PLAN SET 7, ANY EXISTING H- 0
IS AN APPROVED TRAFFIC CONTROL PLAN THAT THE CONTRACTOR SHALL IMPLEMENT FOR THIS PROJECT. THE TRAFFIC CONTROL PLAN EXISTING SECURITY FENCING WILL BE REMOVED OR RELOCATED BY OWNER UPON REQUEST. ~ NOT IN PHASE 1A OR PHASE 1B
IDENTIFIES THE SIGNAGE, MARKING AND OTHER REQUIREMENTS TO DETOUR EXISTING WALLACE NEEL ROAD TRAFFIC ONTO DIXIE RIVER t~
ROAD, MOUNT OLIVE CHURCH ROAD AND WALKERS FERRY ROAD (SEE DETOUR PLAN SHEET 5). AFTER ALL REQUIRED SIGNS, MARKINGS, THE HATCHED HATCHED AREA ALONG EXISTING OLD DOWD ROAD IS NOT IN PHASE 1A OR PHASE 1B ROAD CLOSURE WILL NOT BE INCLUDED IN THE BONUS AND LIQUIDATED DAMAGES PROVISIONS OF THE Q d
BARRICADES AND OTHER REQUIREMENTS ARE IN PLACE, THE CONTRACTOR MAY CLOSE WALLACE NEEL ROAD FROM DIXIE RIVER ROAD TO OLD AND WILL NOT 'RACY. THE CONTRACTOR SHALL ANTICIPATE NOT BEING ABLE 'TO PERFORM ANY WORK
ROAD. CONTRACT. T DOWD WITHIN THIS CF N THIS CROSSHATCHED AREA UNTIL THE EXISTING OLD DOWD ROAD IS CLOSED BY W
AUGUST 31, 2( IST 31, 2008. uvv Q z
U-
CA°TALBEAT&BRIG 600' 300' 0 600' 1200' 1800' - z ~ SEAL ? _ ENGINEERING & PLANNING CONSULTAl - 26421
1~ 0.
14saTmm SHT.
4944 PARKWAY PLA7A BOULEVARD. S[)ffE 350 SUM 350
~~~`~FNCiNEE`.``•' (~iARLC7I'TL.NORTH CAROLINA 28217 SCALE IN FEET 'E pgpN& 704-426-6070 FAX: [phone] ;A 28217
426-b080
1 "=600' ',....„3 ~ www.talbertandbright.com OF 140

W 0
O O
T~2' INTERSTATE 485 O
L=-___---~, cr-
Z O
_ o O V)
© w
~ o m - - o .r_ W w of Z)
/ ~ o A rq rn N ~ ~ - O
i U ~
R A N 0 v ~
9 ' 0 86+00 -s oo ,o~oo moo so.oo . O ~.oo e~~oo ~afoo ~6~00 ~aoo s~.oo N O0
~PHO'P`E,~E~ 9;08W~N~k-~i:iL~B~ - ~ ~ . ~ ~o+oo _`i\ rr ~ 0
T
_ _ ~g
- ~ ~ ` PRO r' PROPOSED PARALLEL TAXIVIlAY '~V' ~ ~ % ' ~ J J
~ Vii"
~q~~ ; =C-q r7 d- U')
F
N cfl
LO O
7) * N
T ~ ~ i j ~~q0 PROJECT ice- F- O (n fJ
, i LIMITS CL CL N D
p ~9p \
~ m z O
STEEI.E CR~ AD CN.C. 16 w Z m w D O 0 V m p in
/
~ ~ NEED R~A~ X ~ k WASTE U W
1 ~ ~ 1 wA~tA~E X x . a~ AREA W 0 OfL' ~ = Q © CL CL 0 CJ 0
~
Zr ~ ~ I /G'~' G~ \
Q
` _ J P e~OP ` ~ eR ~ x
PROJECT ~ ~ ~ ~N~ ~ 1 1
LIMITS ,e~ \ ~ ~ ~ ~ ~ R~pD
X~
ly X ' ~~~w~~
\ x o T 10 x X X ~
X----' X X X X APPROXIMATE LOCATION OF RELOCATED FENCE BY OWNER AP 09 i 0 Q.
C X ~ T 11 \ C1 C
IN ` X x ~ 0 ~
Q ~ m 0
U ,X T 12 1 N 0 T 13 T 14 Z
U Q
O ~ ~ ~ ~ n - - ~ o W Q
a 'X - - - ~I z^^
a / D C1 y woo
O ~X N 2 ~s , ~ O~
I~ XJ i W ' W ~ / Q
a Z
X X Z W
L k "~1 k ~ + ~ ' W r ~ ~ ~ / i
mc z
\k~ / P \ LIgi11NG \ VA LT
x ~ ~ ASR i i I ~ ~ X
~ ~ \
9 i
i
~ ~
V
J
w
J ~ ~O~ 0
AP 0
~ it O
r c O o~
t
G
O
l ~Z .c z
Nsw h J
Q W W
5
0 w
0 >
BELLE-OAKS DRIVE w ~ ca 0 r/W L > ~I~1 L EGEND a w
r ~ >
a : CONSTRUCTION LIMITS 0
m 04 T C N O~ ~ 0 BENCHMARK ~ T/ C W l w
i I U ~ C~ T 19 ~ j o I ~ low
O
N
STATE COORDINATES STATE COORDINATES STATION ELEVATION STATION ELEVATION t0
FEE SURVEY NOTES: Q. (FEET) ID. 1E EXISTING SURVEY: 0
N E N E THE FOLLOWING INFORMATION WAS USED FOR THE EXISTING W
AP 01 538,727.260 1,419,591.670 709.94 T 09 538,677.940 1,414,181.690 708.51 COORDINATE SYSTEM: US STATE PLANE 1983 (2001 HARK I :001 HARN ADJUSTMENT) Q
AP 02 541,855.890 1,421,270.190 732.63 T 10 531,874.340 1,416,630.800 688.65 ZONE: NORTH CAROLINA 3200 AP 09 542,754.470 1,416,246.540 740.65 T 11 535,583.770 1,416,591.800 701.47 PROJECT DATUM: NAD 1983 (2001 HARN ADJUSTMENT) (COI TMENT) (CONUS) z
AP 10 543,574.500 1,418,525.140 764.00 T 12 538,544.070 1,416,754.930 707.75 VERTICAL DATUM: NAVD 88 GEOID MODEL: GEOID03 (CONU 003 (CONUS) W -i
AP 14 543,426.420 1,416,757.630 741.95 T 13 539,412.910 1,416,805.130 711.86 COORDINATE UNITS: US SURVEY FEET AP 15 533,438.890 1,417,264.740 692.21 T 14 540,406.900 1,416,762.150 721.73 ELEVATION UNITS: US SURVEY FEET 00111'~
T 01 530,358.940 1,411,805.730 687.82 T 15 545,524.870 1,415,030.070 691.28 PROJECT LOCALIZED GROUND DISTANCED ABOUT NGS FAA
T 02 530,424.540 1,411,820.840 688.27 T 16 538,567.080 1,415,046.330 740.49 USING A CGF OF 0.999838909 (1fx=1.000161117) TALBERT&BRIG IT NGS FAA MONUMENT T17 ~ ~ SS/'• i', 7) 600' 300' 0 600' 1,200' 11800' ; p :•oF oti., ~
T 03 532,936.210 1,412,039.210 706.17 T 17 538,721.210 1,419,593.460 708.65 T 04 535,787.060 1,412,174.270 700.12 T 18* 547,944.940 1,407,874.270 630.38 CONTROL POINTS USED FOR SITE CALIBRATION: SEAL ENGIIQEERiNG & PLANNING GONSULTAIS'
T 05 538,444.220 1,412,117.930 682.36 T 19 541,140.350 1,421,716.830 744.43 T17 T19 T18 T16 T20 AND T21 gSULTANTS SHT.
T 06 541,814.630 1,411,560.190 715.72 T 20* 546,887.740 1,426,750.440 747.48 ' T 07 532,582.710 1,414,262.760 744.25 T 21* 533,778.100 1,425,876.340 625.15 SCALE IN FEET 26421 4944 PARKWAY PLAZA BOULEVARD* SUM 350 S= 350
CONTRACTOR SHALL IMMEDIATELY BRING ANY DISCREPANCIE, . T 08 536,042.030 1,414,083.560 752.63 DATA TO THE ENGINEER'S ATTENTION PRIOR TO FINALIZING I SCREPANCIES IN THE BENCHMARK 1= 600' gwNORTH CAROLINA 28217 FINALIZING PROJECT STAKEOUT. C'E PHONE: 70+426-6070 FAX: 704-420-M A 28217
t26,6080
* THESE BENCHMARKS ARE OUTSIDE THE LIMITS OF THIS SHEET OF 40
/2lll ~ www.talbertandbright.com
- - -

~ SCHEDULE OF QUANTITIES $5B D-752 60" ENDWALL G SYSTE 86 D-752 5' X 5' BOX CULVERT E ITEM SPEC 86A D-752 6' X 6' BOX CULVERT E N0. N0. DESCRIPTION UNIT QUANTITY G SYSTEM)- ADD/DEDUCT ALTERNATE 2 EA 1 C7
JLVERT ENDWALL (H SYSTEM) EA 1
JLVERT ENDWALL (H SYSTEM) -ADD/DEDUCT ALTERNATE 1 EA 1 W LO 0
H SYSTEM)- ADD/DEDUCT ALTERNATE 2 EA 1 p K) a
- 1 P-150 MOBILIZATION ~S ~ 866 D-752 66" ENDWALL (H SYSTE 2 P-151 CLEARING AND GRUBBING AC 505 D_754 RIP RAP FLUME LF 1,100
Y FENCE LF 5,700
- 3 RPS MISCELLANEOUS DEMOLITION ~S ~ 88 OSF ORANGE SAFETY FENCE LF 5,700
4 P-152 EMBANKMENT IN PLACE CY 8.500,000 $9 DOTE DOT FENCE - -
5 P-152 EMBANKMENT IN PLACE-OLD DOWD RELOCATION BETWEEN WALKERS FERRY ROAD AND OLD DOWD ROAD CY 60,200 -90__ SPEC TRAFFIC CONTROL 6 P-152 ROCK EXCAVATION ~Y 300,000 91 T-901 SEEDING AC 700
7 P-152 UNSUITABLE EXCAVATION CY 400,000 92 T-908 MULCHING AC 700
8 P-152 PERMANENT GRASS-LINED DIVERSION DITCH LF 3,400 _93 NCDOT 30'~ CONCRETE CURB AN CURB AND GUTTER LF 13,400 V)
9 P-152 PERMANENT RIP RAP-LINED DIVERSION DITCH LF 15,300 94 NCDOT BITUMINOUS CONCRETE 10 P-156 TEMPORARY SEEDING AND MULCHING 95 NCDOT BITUMINOUS CONCRETE I AC 350 g6 NCDOT BITUMINOUS CONCRETE iNCRETE BASE COURSE B25.OC, INCLUDING ASPHALT BINDER CEMENT TON 6,300 iNCRETE INTERMEDIATE COURSE 119.OC, INCLUDING ASPHALT BINDER CEMENT TON 5,100 z 0 z
iNCRETE SURFACE COURSE S9.5C, INCLUDWG ASPHALT BINDER CEMENT TON 4,200 to 0 >
11 P-156 TEMPORARY SILT FENCE LF 17,200 w t
12 P-156 BLOCK AND GRAVEL INLET PROTECTION EA 101 97 NCDOT PAVEMENT MARKINGS 2KINGS SF 6,500 ry
13 P-156 STONE CHECK DAM EA 135 ADDITIVE BID - CONVER 14 P-156 18° TEMPORARY SLOPE DRAW LF 16,000 98 P-156 - (SB-2) CONVERT EXISTING POND TO SEDIMENT BASIN W/RISER ASSEMBLY ON WEST SIDE OF I-485
- EA 1 0 C)
15 P-156 SLOPE DRAIN INLET PROTECTION EA ~~2 99 P-156 ADDITIVE BID - SEDIMEN ADDITIVE BID - CONVER 16 P-156 SLOPE DRAIN OUTLET PROTECTION EA 112 I 100 P-156 - SB-4 SEDIMENT BASIN W/RISER ASSEMBLY ON WEST SIDE OF I-485 - (SB-3, SB-5) EA 2 - CONVERT EXISTING POND TO SEDIMENT BASIN W/RISER ASSEMBLY ON WEST SIDE OF I-485
EA 7 0 w
17 P-]56 RIP RAP OUTLET PROTE ION FOR PI S CULV S, CLASS I CY 185 { 18 P-156 P 0 OT CTION FOR PIPES CULVERTS, LA II CY 90
w
- - - - 19 P-156 EXCELSIOR MATTWG SY 162,100 Q w
20 P-156 SEDIMENT TRAP EA 24 J W
SEDIMENT BASIN W/RISER ASSEMBLY-CLEARING AND GRUBBING PHASE ONLY (SB-01, SB-02A, SB-16,
21 P-156 SB-17, SB-18, SB-19) EA 6 N n dt
SEDIMENT BASIN W/RISER ASSEMBLY-GRADWG' AND DRAINAGE PHASE ONLY (SB-08, SB-10, SB-11, SB-12, GENERAL NOT 22 P-756 SB-13, SB-15A, SB-156, SB-16A) EA $ L NOTES: BIDDING NOTES:
23 P-156 SEDIMENT BASIN W RISER ASSEMBLY-BOTH PHASES (SB-05A, SB-O6) EA 2 1. THE CONTRACTOR SH _ FAMILIARIZED HIMSELF CTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING 1. THE OWNER RESERVES THE RIGHT TO AWARD THE CONTRACT TO THE LOWEST RESPONSIVE HIMSELF WITH EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. BIDDER OF ANY COMBINATION OF THE BASE BID AND ADDjDEDUCT ITEMS. 'ONSI VE Nc~
SEDIMENT BASIN W/RISER ASSEMBLY UTILIZING PERMANENT STORM DRAINAGE STRUCTURE-BOTH PHASES tt~ 0 © a
24 P-156 (SB-03A, SB-04A, SB-04B) EA 3 2. THE OWNER RESERV 25 P-156 ROCK DAM EA 15 THE CONSTRUCTION 26 P-156 ROCK INLET PROTECTION EA 24 RESERVES THE RIGHT TO CHANGE THE HAUL ROUTES DURING THE PROJECT TO fACIIITATE 2. THE OWNER RESERVES THE RIGH-f TO SELECT ANY COMBINATION OR NONE OF THE N
:UCTION OF OTHER PROJECTS WITH .N THE PROJECT LIMITS. ADD/DEDUCT ITEMS WITH THE BASE BID.
3. THE AWARD OF THE CONTRACTS SHALL BE MADE TO THE LOWEST BASE BID, QUALIFIED IFIED °w-
27 P-156 CONVERT EXISTING POND TO SEDIMENT BASIN W/RISER ASSEMBLY - (SB-7 EA 1 3. THE CONTRACTOR AN ALTERNATE TO CONT 28 P-156 STABILIZED CONSTRUCTION ENTRANCE EA 10 ACTOR AND ALL SUBCONTRACTORS SHALL DESIGNATE A REPRESENTATIVE AND BIDDER WHOSE PROPOSAL CONFORMS TO THE CITED REQUIREMENTS OF THE OWNER. TO CONTACT ON A 24 HOUR BASIS SHOULD PROBLEMS ARI5E.
~ o in w z m °
29 D-701 8 DIP, CLASS 350 _ LF _ ~,3~~ 4. THE CONTRACTOR SH 4CTOR SHALL COORDINATE WITH THE OWNER WHEN WORKING IN AREAS CONTAINING
30 D-701 15" REINFORCED CONCRETE PIPE, CLASS V LF 630 FAA OR AIRFIELD LIG 31 D-701 18 REWFORCED CONCRETE PIPE, CLASS ill LF 4,335 ;FIELD LIGHTING CABLE OR UNDERGROUND UTILITIES. m a w z z y
w w t? ~ U w
32 D-701 18 REINFORCED CONCRETE PIPE, CLASS IV LF 900 5. CONTRACTOR SNALL ~R SNALL CLEAN ALL CONSTRUCTION AREAS OF LITTER, LOOSE PAPERS, DEBRIS, ETC. ON w x w Or- z o cL a- © U 0
33 D-701 18` REINFORCED CONCRETE PIPE, CLASS V LF 430 A DAILY BASfS, OR CLEAR OF DEBRIS, S ~SfS, OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL KEEP ALL ROADWAYS DEBRIS, STONES, LITTER, ETC. DURING CONSTRUCTION. ALL PAVEMENTS SHALL BE CLEANED
34 D-701 18' REINFORCED CONCRETE PIPE, CLASS SPECIAL LF 165 OF CONSTRUCTION D 35 D-701 24 REINFORCED CONCRETE PIPE, CLASS III LF 5,610 PAVEMENTS DURING UCTION DEBRIS AND SPILLAGE IMMEDIATELY. CONTRACTOR SHALL VISUALLY INSPECT
DURING THE HAULING OPERATIONS.
36 D-701 24 REINFORCED CONCRETE PIPE, CLASS IV LF 2.560 6. ANY LISTED MANUFA 37 D-701 24 REINFORCED CONCRETE PIPE, CLASS V LF 310 EQUIVALENT. MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED
38 D-701 24 REINFORCED CONCRETE PIPE, CLASS SPECIAL LF 460 7. THE CONTRACTOR IS ACTOR IS RESPONSIBLE FOR HAVING AND MAINTAINING A SAFETY PLAN. THIS SAFETY
39 D-701 30 REINFORCED CONCRETE PIPE, CLASS III LF 2 285 PLAN SHALL BE GIV 40 D-701 30" REINFORCED CONCRETE PIPE, CLASS IV LF ~ 3,360 FREQUENT INSPECTIO L BE GIVEN TO THE OWNER FOR APPROVAL PRIOR TO COMMENCING WORK. INSPECTION -
INSPECTIONS MAY BE MADE BY THE OWNER DURING CRITICAL PHASES OF THE WORK TO AT THE CONTRACTOR IS FOLLOWING THE RECOMMENDED SAFETY PROCEDURES.
41 D-701 30 REINFORCED CONCRETE PIPE, CLASS V LF 800 ENSURE THAT THE C
42 D-701 30 REINFORCED CONCRETE PIPE, CLASS SPECIAL LF I 780 8. THE AIRPORT HAS O 43 D-701 36 REINFORCED CONCRETE PIPE, CLASS III ~F 2~5 THE APPLICABLE 401 tT HAS OBTAINED A GRADING, SEDIMENT AND EROSION CONTROL PERMIT FROM NCDENR. :ABLE 401 PERMITS HAVE ALSO BEEN OBTAINED, AS WELL AS AN ENCROACHMENT
AGREEMENT WITH TH 44 D-701 36' REINFORCED CONCRETE PIPE, CLASS IV ~F 755 LICENSES, ETC. REQ 45 D-701 36 REINFORCED CONCRETE PIPE, CLASS V LF 1,980 COMPLY WITH ALL A CONSTRUCTION NOIS 46 D-701 36 REINFORCED CONCRETE PIPE, CLASS SPECIAL LF 480 WITH THE NCDOT. THE CONTRACTOR IS RESPONSBLE FOR OBTAINING ALL PERMITS, 0
=TC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. THE CONTRACTOR SHALL
iH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS IN REGARD TO 10N NOISE AND EROSION CONTROL DURING CONSTRUCTION.
0
47 D-701 36" REINFORCED CONCRETE PIPE, CLASS SPECIAL PIPE PROVIDED BY OWNER) LF 1,670 9. THE CONTRACTOR S 48 D-701 42 REINFORCED CONCRETE PIPE, CLASS IV LF 900 OR PERSONNEL. TH PRIOR TO BEGINNING ACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES FROM DAMAGE BY EQUIPMENT INEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY AGENCIES FOR FIELD MARKING J
3EGINNING CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE • Q
49 D-701 42 REINFORCED CONCRETE PIPE, CLASS V LF 4,270 SHOWN IN AN APPR - - - _ _ OWNER OR ITS REPR 50 D-701 42° REINFORCED CONCRETE PIPE, CLASS SPECIAL LF 220 ALL EXISTING UTILITI 51 D-701 48 REINFORCED CONCRETE PIPE,- CLASS IV LF 250 ANY AND ALL DAMA 52 D-701 48 REINFORCED CONCRETE PIPE, CLASS V LF 440 FACILITIES ARE NOT AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED- BY THE ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
!G UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSBLE FOR
ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE UTILITIES. ALL UTILITIES AND T
ARE NOT NECESSARfLY SHOWN. THE CONTRACTOR SHALL ADVISE THE ENGINEER, OF ANY EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
53 D-701 54 REINFORCED CONCRETE PIPE, CLASS III LF 200 ~N WRITING, OF ANY 0Q
54 D-701 54 REINFORCED CONCRETE PIPE, CLASS IV ~F 235 10. ANY UTILITIES OR F 55 D-701 54' REINFORCED CONCRETE PIPE, CLASS V LF 180 EQUIPMENT SHALL B TO PROTECT UTILITI 56 D-701 60' REINFORCED CONCRETE PIPE, CLASS IV LF 105 ES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN OR SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. HAND DIGGING z
T UTILITIES FROM DAMAGE SHOULD BE ANTICIPATED.
57 D-701 4' X 4' CAST IN PLACE BOX CULVERT (K SYSTEM) LF I 550 11. ALL DISTURBED ARE LIMITS, ETC. SHALL _ 57A D-701 6' X 6' CAST IN PLACE BOX CULVERT K SYSTEM -ADD/DEDUCT ALTERNATE 1 LF 550 THE CONTRACTOR S 57B D-701 54" REINFORCED CONCRETE PIPE (K SYSTEM), CLASS SPECIAL-ADD/DEDUCT ALTERNATE 2 LF 550 MEASUREMENT FOR 58 D-701 5' X 5' CAST IN PLACE BOX CULVERT (G SYSTEM) LF 1,498 LIMITS, APPROVED S 58A D-701 6' X 6' CAST IN PLACE BOX CULVERT G SYSTEM -ADD/DEDUCT ALTERNATE 1 LF 1,498 12. UPON COMPLETION 586 D-701 60" REINFORCED CONCRETE PIPE (G SYSTEM , CLASS SPECIAL-ADD/DEDUCT ALTERNATE 2 LF 1,498 TO THE HAUL ROUT 59 D-701 5' X 5 CAST IN PLACE BOX CULVERT (H SYSTEM) _ LF_ 1.71$_ 13. THE OWNER RESERV 59A D-701 6~ X 6' CAST IN PLACE BOX CULVERT (H SYSTEM)-ADD/DEDUCT ALTERNATE 1 LF 1,718 ADJACENT TO AND 59B D-701 66" REINFORCED CONCRETE PIPE (H SYSTEM), CLASS SPECIAL-ADD/DEDUCT ALTERNATE 2 LF 1,718 CONTRACTS ARE LE CONDUCT HIS WORK 'BED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, GRADING SHALL BE RESTORED TO A SMOOTH LINE AND GRADE WITH POSITIVE DRAINAGE.
ACTOR SHALL SEED AND MULCH AlL DISTURBED AREAS. THERF_ WILL BE NO z now
.NT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING 'ROVED STOCKPILE LIMITS, OR APPROVED HAUL LIMITS.
'CEYLON OF THE PROJECT, THE CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS UL ROUTES AND CONTRACTOR STAGING AREA AS ORDERED BY THE ENGINEER.
RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK
TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN SEPARATE ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR SHALL
iIS WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR THE
60 D-751 DROP INLET (0'-15') EA 83 COMPLETION OF THE V OF THE WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS N THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS ORDERED BY THE
61 D-751 DROP INLET (15~-30') EA ~ ENGINEER ~NANYEAD 62 D-751 DROP INLET >30' EA 1 CONTRACTORS SHAL 63 D-751 DROP INLET (H08) Eq ~ PAYMENT WILL BE M 63A D-751 DROP INLET H08) ADD/DEDUCT ALTERNATE t EA 1 IT IS NOT ANTICIPAT DURING THE COURSE ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH COORDINATION WITH OTHER
)RS SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR VILL BE MADE. REFERENCE IS DIRECTED TO SECTION 50-05 OF THE SPECIFICATIONS.
4NTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR
COURSE OF THIS PROJECL
63B D-751 DROP INLET (HO8) ADD/DEDUCT ALTERNATE 2 EA I 1 14. THE CONTRACTOR IS ;ACTOR IS ADVISED THAT AIRCRAFT AND VEHICULAR OPERATIONS ARE CONDUCTED w w
64 D-751 MANHOLE (0~-15') EA 2 ADJACENT TO THE 65 D-751 MANHOLE (15'-30') EA 3 TO THE PROJECT. SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING 0 W
THE COURSE OF TH - - - - ANTICIPATED. THE 66 D-751 MANHOLE >30') EA 1 CONFORMING AREAS, ~E OF THE PROJECT. THE USE OF WATER AND CALCIUM CHLORIDE SHALL BE D. THE ENGINEER RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON-
',G AREAS, IF CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR
67 D-751 DROP INLET WITH DEEPENED SUMP EA 1 TO CONTROL DUST. )L DUST.
68 D-751 MANHOLE WITH DEEPENED SUMP to ~ 15. THE CONTRACTOR SI 2ACTOR SHALL PROVIDE 0-RING JOINTS FOR ALL REINFORCED CONCRETE PIPES C GL W Z
69 D-751 PRECAST RISER - B04-RISER EA 1 INSTALLED UNDER TI UNDER THIS PROJECT. THE CONTRACTOR SHALL INSTALL STANDARD STEPS IN G1 ~
70 D-751 PRECAST RISER - F10-RISER EA ~ ALL MANHOLES AND ALL DRAINAGE MAN 71 D-751 PRECAST RISER - G10-RISER EA 1 FOR THE ABOVE REf JLES AND DROP INLETS. THE CONTRACTOR SHALL INSTALL INLET SHAPING IN AGE MANHOLES AND DROP INLETS. NO SEPARATE MEASUREMENT WILL BE MADE 0 z Za Z
ABOVE REFERENCED ITEMS. DZ U
72 D-751 PRECAST RISER - G16-RISER EA 1 16. ALL TOPSOIL SHALL )IL SHALL BE STOCKPILED ON-SITE. LOCATIONS OF STOCKPILE AREAS TO COORDINATED ~Q V)
73 D-751 PRECAST RISER WITH TEMPORARY USE AS SEDIMENT BASIN RISER - G01a-RISER (5' X 5' BOX CULVERT) EA 1 WITH THE OWNER. OWNER.
PRECAST RISER WITH TEMPORARY USE AS SEDIMENT BASIN RISER - G01a-RISER -ADD/DEDUCT 17. ANY DISCREPANCIES 0 9
73A D-751 ALTERNATE 1 (6' X 6' BOX CULVERT) EA ATTENTION OF THE 'EPANCIES IN THE BENCHMARK INFORMATION SHALL BE IMMEDIATELY BROUGHT TO THE OF THE ENGINEER FOR RESOLUTION PRIOR TO ANY WORK PERFORMED USING THE W JZ
PRECAST RISER WITH TEMPORARY USE AS SEDIMENT BASIN RISER - G01a-RISER -ADD/DEDUCT i BENCHMARKS IN QU 'KS IN QUESTION. - z a w
J 738 0-751 ALTERNATE 2 (60" RCP, CLASS SPECIAL) EA 1 18. OWNER WILL ISSUE _L ISSUE THE NECESSARY NOTAMS TO REFLECT HAZARDOUS CONDITIONS. IT IS
74 D-751 PRECAST RISER WITH TEMPORARY USE AS SEDIMENT BASIN RISER - H01a-RISER (5' X 5' BOX CULVERT) EA 1 IMPORTANT THAT N PRECAST RISER WITH TEMPORARY USE AS SEDIMENT BASIN RISER - H01o-RISER -ADD/DEDUCT RESPECT TO CONST F THAT NOTAMS BE KEPT CURRENT AND REFLECT THE ACTUAL CONDITIONS WITH
FO CONSTRUCTION SITUATIONS. ACTIVE NOTAMS SHALL BE REVIEWED PERIODICALLY cr) CL
74A D-751 ALTERNATE 1 6' X 6' BOX CULVERT EA 1 AND REVISED TO RE iED TO REFLECT THE CURRENT CONDITIONS. Z
PRECAST RISER WITH TEMPORARY USE AS SEDIMENT BASIN RISER - H01a-RISER - ADD/DEDUCT W
74B D-751 ALTERNATE 2 (66" RCP, CLASS SPECIAL) _ EA 1 19. FIELD SURVEY INFO - ACCUTECH SUR V 75 D-751 PRECAST RISER WITH TEMPORARY USE AS SEDIMENT BASIN RISER - K07-RISER 4' X 4' BOX CULVERT EA 1 515 UNION CEME ',VEY INFORMATION WAS PROVIDED BY: aC W , F
.CH SURVEYING & MAPPING ZION CEMETERY ROAD xW
PRECAST RISER WITH TEMPORARY USE AS SEDIMENT BASIN RISER - K01-RISER -ADD/DEDUCT ALTERNATE CONCORD, NC 42 ~D, NC 28027 34-3286 ~ cY
75A D-751 1 (6' X 6' BOX CULVERT EA 1 [phone] F- '
PRECAST RISER WITH TEMPORARY USE AS SEDIMENT BASIN RISER - K01-RISER -ADD/DEDUCT ALTERNATE 20. THERE ARE EXISTW 756 D-751 2 (54" RCP, CLASS SPECIAL) EA 1 PROPERTY THAT M 76 D-751 PRECAST RISER - H10-RISER (5' X 5 BOX CULVERT) EA 1 RECEIVE PRIOR APP E EXISTING PONDS AND WELLS ADJACENT TO THE PROJECT LIMITS ON AIRPORT t1 Z 0
THAT MAY BE USED BY THE CONTRACTOR. CONTRACTOR SHALL BE REQUIRED TO
'RIOR APPROVAL FROM OWNER FOR THE USE OF ANY DESIRED POND OR WELL.
76A D-751 PRECAST RISER - H10-RISER -ADD/DEDUCT ALTERNATE 1 (6' X 6' BOX CULVERT) EA__, CONTRACTOR SHALL OR SHALL BE REQUIRED TO PROVIDE ANY NECESSARY PUMPING EQUIPMENT AND Cy L.
766 D-751 PRECAST RISER - H10-RISER -ADD/DEDUCT ALTERNATE 2 (66" RCP, CLASS SPECIAL EA 1 ELECTRICAL SUPPLY L SUPPLY FOR PUMPS. OWNER MAKES NO GUARANTEE OR WARRANTY OF AVAILABLE JW OR PRESSURE IN EXISTING WELLS. PONDS MAY BE USED AS LONG AS THEY ARE z
77 D-751 PRECAST RISER - M02-RISER EA 1 WATER FLOW OR PF IRED BY OWNER TO BE REMOVED FOR CONSTRUCTION FOR THIS CONTRACT OR OTHER
78 D-751 PRECAST RISER - M06-RISER EA 1 NOT REQUIRED BY PROJECTS UNDERTA - UNDERTAKEN BY THE OWNER. Y\ C • ~0'' TALBERT G1 LL-
79 D-752 24" ENDWALL EA ~ 2
80 D-752 30" ENDWALL EA 3 H--T-
81 D-752 36" ENDWALL EA 1 Z :o- SEAL ENGIlVEERIIQG & PLANNIIVG OONSULTAi - 26421
82 D-752 42° ENDWALL EA . 6 - NSULTANTS SHT.
83 D-752 48" ENDWALL EA 4 4944 PARKWAYPI.4ZABOUI.EVARD.StR1E35 NGMEF:• CHARjAZ'j',NORTH CAROLINA 28217 SUM 350
84 D-752 60" ENDINALL EA 1 fA 28217
85 D-752 5' X 5' BOX CULVERT ENDWALL G SYSTEM EA 1 k ~E PHONE: [phone] FAX: [phone]M 426.b080
G SYSTEM) _ ADD/DEDUCT ALTERNATE 1 EA_ _1 ~ 85A D-752 6 X BOX CULVERT ENDWALL ~ _ OF 14lD
7~~V ~ www.taibertandbright.com
- - - - -

PAVEMENT SCHEDULE
PROP. APPROX. 3' BIT.CQNC. SURFACE COURSE,TYPE S95C,
AT AN AVERAGE RATE OF IFr8 LBS.PER SQ.YARD iN EAGH OF TWO LAYERS. RS.
-L-
OLD UON~D RD / WAl1ACE NEEL RD RE 32.0' FADE TO FACE OF -CURB RD RELOCATION ~f PROP. APPROX. 4" BIT. CONC. tNTERMED/ATE COURSE, TYPE U9.OC, C
AT AN AVERAGE RATE OF 228 LBS.PER SQ.YARD IN EACH OF TWO LAYERS. f ERS. 0
0
E~ PROP. APPROX.4" BIT. CONC. BASE COURSE.TYPE B25AC. luu
AT AN AVERAGE RATE OF 456LBS.PER SQ.YARD /N ONE LAYER.
13.5' 2.5' 25' 14.0' I 14.0' 2 BERM 2.5' 13.5'
6„ BERM R/ 2'-6' CONCRETE CURB & Gt/TT ER.
v,~ c~ N P*1 114-1 LO
T EARTH MATER/AL
Tp s~/~lf/,~ CL ~ U Z CL d)
~rxrrrrr~~r~ m U Z
~ CARS ro® ff~~~• ~ t~ -sass- y+ V
i~ ~ ~ : o
/ .J1,q,~, : 4 S~ r 15424 UJ CO
T SEAL Z. w w z W °
r 9• 15424 U w U Q d
p~ RI RI ''~~~i F't;~ i NE„`~~' G
E/
roullisilO
,5j UI
TYPICAL SECTION -OLD D(~WD ROADyV~fALLACE NEEL ROAD SAD RELOCATIOR -L- 3J ~I ' TO THE CONTRACTOR AWARDED QU
Now
0 Q
..t
z
r z
L ad
w
Z
G THE OWNER W1LL PROVIDE CONSTRUCTION DOCUMENTS TO TH THIS CONTRACT FOR THE EROSION CONTROGGRADING,DRA(NA MARKINGS OF THE SECTION OF OLD FWD ROAD RELOCATION
,DRAfNAGE,PAVING AND PAVEMENT
_OCAT/ON BETWEEN WALKERS FERRY
ROAQ AND EXISTING OLD DOWD ROAD PRIOR TO NOT/CE TO AL50 PROVIDE CONSTRUCTION DOCUMENTS TO THE COlVTRACT FOR PAVING AND PAVEMENT MARKlN~S OF THE SECT/ON OF ;E TO PROCEED. THE OWNER 4VlLL
)lVTRACTOR AWARDED TH/S COl~TRACT z
LION OF WALLACE NEEL ROAD
RELOCATION BETWEEN DIXIE RNER RDAD AND 6ARRlSON RO PROCEED. SON ROAD PRIQR TO NOTICE TO
is
o U
mmi Z
0
W
w At
11 ~ rn
nmlww
U J
Q U
a
ci
o'
0
0
o Iz
i LL-
SHT.
~ OF
i n
- - - - - - -

i
,~~~au~rr~N
CRS ? ~ I ?1 CA foi LLJ
~ • A ~ We S
~ ~ 1 r4 e p ~ a • SEAL
Mr ~ ~ p $ X5424
? ~ ,i ® 4~ ~~~pE 1
s~ ~~1Y~~~~~ r, p , A to - -W4
+k 4~ A~~1111MN~ 444" 9* ir~~iwixr+??°° a
t 0.
OC
DETAIL 7 a CO)
LLI
a
~b
CO)
> e ~~v~ ~1
r-- N ~ r-
o V
~ p~
~O&P o a. Y,o W z y y "
w V V m w 0
v w W
O D W 65
a EL a. a L)
M
0
Cie
0
J
z
410 -
I~4g5
Z
L me
W
z
08P~-I
a
0
r
w
U
0
LEGEND
~ Type 111 barricade
F Construction sign
¦
Roadway closed to ALL traffic traffic D ~
~ O
Roadway closed to thru traffic traffic rum) ~
W
¦ ¦ Local Traffic Detour route e 3 :
0
Truck Traffic Detour route e D
O
-8~' ~ 42" -I 4•• Letters
I
WALLACE NEEL RD WALLACE [FEEL RD WAILACE NEEL RD WALLACE NEEL RD WALLACE HEEL RD WALLACE NEEL RD
..ROAD ROAD ,~aLu DETOUR ROAD ERA
O CLOSED D CONSTRUCTION CLOSED LES AHEAD DE DETOUR DETOUR DETOUR DETOUR DETOUR T END WALLACE wEEL ROAD WALLACE HEEL ROAD TR 4wql ~ 4 DETOUR CLOSED CLOSED uI TRUCKS Q
TOUR DETOUR AHEAD AHEAD AHEAD CLOSED GARTRAFFlCONLY q USE
L I= I )l FOLLOW DETOUR [TO THROUGH TRAFFIC M4,91. M4-9La M4.9RA M4-9R M4-0S M4-8 SPECIAL SPECIAL SPE
1-485
M4-10L MOOR R1 1-2 R11-3 48 x 18 48 x 18 V SPECIAL
30 x 24 30 x 24 30 x 24 30x24 30x24 30x24 72 x 30 78 x 30 48 48 x30 LL
48 X 30 60 x 30
W204 W20.2 W20-3
48x48 48x48 48 x 48 SHT. 5
A B C D1 D2 E F G H J K L M N 0 P
OF 5
-

~~on~,
~~`~~~l;.oFESS
S~i1 = 1542 SEAL s 15424
i ~~l~•.~~lII ~ ~a'`'
DETAIL 5 315 /0-7 C3
co
H ~ Ca
co
O v
G
N
G~ D1x~e RIVer
Rd D1, E*
400'
a
1 K 400 co z o' m u W, z
w 1-- m W 0
M ~G z w w CO)
G ~ w o o w w
a a U
* Signs D1 and E are to be mounted on Type 111 barricadeso
Barricades are to placed so as to completely block the road. IA
t a aC
G 0
400' 0 ~C
J
1M
Z
0
400'
z
H
4~ ul
H
.C z
~ H

ti'}'
q
.400'
400' w
m 0
LEGEND
N
~ ~ Type III barricade
N
Construction sign
400'
Roadway closed to ALL traffic
~1VQY11EQ~ YIV~7GM {V Y Qt FI\+ V400 ~ /a
t ¦ Detour route
C) w
Truck Traffic Detour route
~ r A
A
O ~
D i
D
42" 4° Letters J
waual WALLACE NEEI. RD NIALLACE AIEBL R~ WALLACE-NEEL RD ~IIIALLACE HEEL RD I~IALLACE NEELRD NUIL4ACE MEEL RD
ROAD DETOUR ROAD ROAD ROAD CLOSED DE TRUCKS
DETOUR DETOUR DETOUR DETOUR DETOUR ~ Epp WALLACE ~IEEL ROAD WALLACE NEEL ROAD TR 1% 4+11 -1 4 DETOUR CLOSED CLOSED ull
CONSTRUCTION CLOSED 0.2 MILES AHEAD DETOUR DETOUR 4 USE
FOLLOW DETOUR TO THROUGH TRAFFIC M"L M"La M4-9RA M4-0R M4-9S M4-8 SPECIAL SPECIAL SPE 1-485
AHEAD ,\-*\AHFAD AH~AD CLOSED MESA HANGAR TRAFFIC ONLY
M4.10L M4-10R R 1 1-2 R11~
SPECIAL
48 X 30 30 48 x 18 48 x 18 3( 60x .30.x.24 30x24 30 x 24 30x24 30 x.24 30-x.24 72 x 30 7A x 30 48 U rso
W20-1 W20-2 W20-3
48x48 48x48 48x48 SHT. 4
A B C D1 D2 E F G FBI J K L M N O
P of 5

O`~~~tH~ CA
V*Ito % I 7
.t ~ t~~`~,~G +a ~ it
YII O SEAL
15424
~O
0 f1folt; il*-*'
DETAIL 2 I 0.
Q~-- .p ~
U
3 ~ ,~a,,. W
0 W
Walkers L
Ferry Rd
N ~7 d- LO
f o
L ~ e~ co
0 H nUi 0 z e"
0 400' ~ ~~l~e
a W m 5
z w w c S2
o o w
in a
G
©C
yK
J
400'
L 2!
~10~, a
h p
dr z
01~~ L oG W.
¦~i z
DETAIL 3 C~~ y J
~b.
v

0
~b ~ LEGEND Place sign "L" in each direction on Mt. Olive Church Road mid-way
ay
~ Type III barricade between Walkers Ferry Road and Dixie River Road
Do
ya~e F Construction sign
r
q' Roadway dosed to ALL treffic
0 ~
Roadway closed to thru traffic
~o
o? F~
¦ ¦ Detour route
~ w
0-1 Truck Traffic Detour route
O a
D
8" ~42" ~ 4" Letters cl
WALL ROAD DETOUR ROAD ROAD ROAD cLosEO DE WALLACE HEEL RD WALLACE NEEL RD WALLACE NEEL RD WALLACE NEEL RD WALLACE NEEL RD dVALLACE NEEL RD
TRUCKS o
DETOUR DETMR DETMR DETOUR DETWR T END WaLLACE NEEL ROAD WALLACE NEEL ROAD TR ~ DETOUR CLOSED CLOSED U
CONSTRUCTION CLOSED 0.2 MILES AHEAD DETOUR DETOUR USE
Lt- FOLLOW DETOUR TO THROUGH TRAFFIC M"L IU1&`)I.a MM9RA M4-9R M4-9S M4.8 SPECIAL SPECIAL SPI 1-4$5 w
AHEAD AHEAD AHEAD CLOSED MESA HANGAR TRAFFIC ONLY M4-10L M4-10R 1 g
d
R11-2 R11~3 SPECIAL ,Z
48 X 30 60 x 30 48x18- 48x18' 3 30 x 24 30 k 24 30 x 24 30 x 24 30 x 24 30 x 24 72 x 30 79 x 30 4 G ~-+1 J K L M N O 48 xC30 LL
W20-1 W20-2 W20-3
48x48 48x48 48x48
SHT. 3
A B C D1 D2 E F P
OF 5

~~o`~~ .~'~~'i~~ ~ f~pt CA §IwAt**
500•.
~ S s 15 ,,~°~~N. SEAL ` rya
w e s .s 15424
0 4%"4 ov to, * ,
4r
AF DE ifs
ltp;¢~;.._. 3 / 400' r
Ir~r
3/,67p7 1 •W CO W
a
°la 0 CO)
6i
~ A
400' N F
Coordinate with CDOT to t-- N V) d LO
400'
relocate traffic signal
from Wallace Neel Road N d CO U C} CL C 3
LL M 6G ~ O
D2,F* ~ ~1d ~°~a
m W Z m LU
m W 2 W ill W
400' ~ F I U U 0
U? Q U~ W t-
Fi a 0- 0- a U 0
+ G8 G&P ~
4
f ¦ ¦i ¦ ~ • ~ a
400' K, O & P
K
* Signs D2 and F are to be mounted on ~'ype I11 barricades.
Barricades are to be placed outside the roadway
-all lanes are to remain open. 40 H-
0 4< .6 Z
n
co Lo W
N
C z.
400'
J
a
LEGENCI
W
e~ell g,d ~ Type IIi barricade Q. U
Construction sign
Roadway closed to thru traffic I
~ ~ Roadway closed to ALL traffic
D1 co t ¦ Detour route
4La
0
Truck Traffic Detour route
~ a
Proposed relocated traffic signal final ~ W
0
0
-8~" ~ 42" ~ 4•• Letters 0
WALLACE NEEL RD WALLACE RlEML RD WALLACE NEEL RD WALLACE NEEL RD WALLACE NEEL RD WALLACE NEEL RD
ROAD ROAD r
ROAD CLOSED wa~u? CONSTRUCTION DETOUR CLOSED ROAD 0.2 MILES AHEAD DETOUR DETOUR DE AHEAD AHEAD AHEAD CLOSED MESA HANGAR TRAFFIC ONLY R11-2 R11-3 M4-101W-1011 M 48x18 48x18 30 DETOUR DETGUR DETOUR DETOUR DETOUR ~ END WALLACE NEEL ROAD WALLACE NEEL ROAD TR ~ DETOUR CLOSED CLOSED U FALLOW DETOUR TO THROUGH TRAFFIC 1- M4.9L M4.98.a N14.9RA M4-9R M4-9S M4-8 SPECIAL SPECIAL SPE TRUCKS
USE
1-485
Q Z
SPECIAL ~
48 X 30 60 x 30 30 x 24 30 x 24 30 x 24 30x24 30x24 30 x 24 72 x 30 72x30 48 48 x30
w20-1 W20-2 w20-3
48x48 48x48 48x48
SHT. Z
A B C DD2 E F G H J K L M IV O P
of 5

w• ro zlkznson B}vd
,,~~~~nuwq~i II/Nit
~ Wilkins an $lvd 0 O ~t,.........~/ ~~i CAS `'~i, W
~ • ,r., ~1 d •
a~ d o'o ipp
~k d ~ ~ • ~ SEAL yr Ate, ' • a w
~ a 424
• fl X5.4=4° 1041 z Rw11pw
•
e 4V V uNa? ~

~ ~ at i 3 / 5~ ~
~ ~ W a
I + ~
• a CO
s
~ ~ d r g ~ • ~x
• ~ ~ ~ a ~e
a~ LEGEND
~r d TLr)
Type III barricade
~x
a • -01 10 r.) CL V-
d d o R Eli Construction sign a z ~ t°°w3 tt: tY
e~~ ~ • ~ a
o 1~ a
W Z m w C.1 ~
~ Roadway closed to thru traffic Z 8 W 0)
~ co o~G s Fr ~ W W 3z v
f ° ° 9 _ W - fa C 0- a v o
r ~ 2~ ~ • Roadway closed to ALL traffic
_ d ~ s g ~ ~ ~a
~ ~ ~ ° ~o ~
~ ~
~ ~ ~ ~ Local Traffic Detour route
~ e..
~ ~ • • • • • Truck Traffic Detour route a.
s I
~ t oj1 V~ 0
C,j~ 4 ~~'C
• d Proposed relocated trafFic signal J
•
s
•
• Z
•
r .pixie w
Riv r .~d N
r z
w
~ a~
d Sa •
dIe r R ® -~-----~w" d Cs ro w
w q~ v
a ~N oQ 4
• ti
8 Z
tiq
W. ~ Q col, ui
• U
~ ~cu~ B .rum Dr ~o~ v~ ~r*
r
~ • co
~r }
. s
• r ~ 0
o ~ ~r eel ~
• ~
~
~ •
ti .NOTE 9: The traffic control depicted on detour plan Sheets 1 through 5 shall be paid
~ ~ .tip Douglas Dr for as a lump sum under the'Traf~c Control item of work. The contractor shall ohall
e also include in the Traffic Control' item of work the cysts for ail lahor_ ~uiament_ )menfi_
y
materials and incidentals necessary to relocate the barricades, signs and
coordinate with CDOT for the relocation of the traffic signal from the existing
p Ofd Dowd RoadNValkers Ferry Road intersection to the Old Dowd Road
Relocation/Existing 01d Dowd Road-intersection when the.new segment
per ~i of Old Dowd Road Relocation is opened for traffic between Walkers Ferry W
n Rd ~ Shopto Road and Existing Old Dowd Road. The contractor shall also include in the
o°
Traffic Control' item of work the costs for all labor, equipment, materials and id o
incidentals necessary to relocate the barricades and signs from the Dixie
River Road/Existing Wallace Neel Road intersection to the Garrison
- Road/Existing Wallace Neel Road intersection, and add similar-barricades 0
i DETAIL and signs to the relocated Wallace Neel Road/Dixie River Road intersection
U AREA 7 when the new segment of relocated Wallace Neel Road is opened for "J in
•
s M M \ traffic between Dixie River Road and Garrison Road.
•
W
7-485 W
LL
SHT.
OF 5
w~
- -

I
I DEX
SHEET TITLE o~ SHEET SHEET TITLE OF SHEET SHEET
1 COVER SHEET 67 DRAINAGE AND EROSION CONTROL F CONTROL PLAN (SHEET 3 OF 10)
} DETOUR PLAN SHEET 1 OF 5 68 DRAINAGE AND EROSION CONTROL P CONTROL PLAN (SHEET 4 OF 10)
DETOUR PLAN SHEET 2 OF 5 ( ) 69 DRAINAGE AND EROSION CONTROL P CONTROL PLAN (SHEET 5 OF 10)
DETOUR PLAN SHEET 3 OF 5 ( ) 70 DRAINAGE AND EROSION CONTROL P CONTROL PLAN (SHEET 6 OF 10)
DETOUR PLAN (SHEET 4 OF 5) 71 DRAINAGE AND EROSION CONTROL F CONTROL PLAN (SHEET 7 OF 10)
- DETOUR PLAN SHEET 5 OF 5 ( ) 72 DRAINAGE AND EROSION CONTROL P CONTROL PLAN (SHEET 8 OF 10)
OAD RELOCATION OLD DOWD ROAD/WALLACE NEEL R ~ 73 DRAINAGE AND EROSION CONTROL P CONTROL PLAN (SHEET 9 OF 10)
TYPICAL SECTIONS 74 DRAINAGE AND EROSION CONTROL P CONTROL PLAN (SHEET 10 OF 10)
2 QUANTfTIES AND GENERAL NOTES SHEET 75 SEDIMENT BASINS WEST OF I-485 OF 1--485 (SHEET 1 OF 4)
3 SURVEY BASELINE MAP 76 SEDIMENT BASINS WEST OF i-485
4 PHASING PLAN { OF 1--485 (SHEET 2 OF 4)
5 GRADING AREAS AND BORROW SITES ' 77 SEDIMENT BASINS WEST OF I-485 ( OF 1-485 (SHEET 3 OF 4)
78 SEDIMENT BASINS WEST OE I-485 OF 1-485 (SHEET 4 OF 4)
6 CLEARING AND GRUBBING PLAN .SHEET 1 OF 3 ( ) 79 BREACHING PLAN {SHEET 1 OF 3) T 1 OF 3)
7 CLEARING AND GRUBBING PLAN (SHEET 2 OF 3) 80 BREACHING PLAN (SHEET 2 OF 3) T2OF3)
8 CLEARING AND GRUBBING PLAN SHEET 3 OF 3 ( )
8A C E i AND GRUBBING 1NSET5 SHEET 1 OF 2 . L AR NG ( } 81 BREACHING PLAN (SHEET 3 OF 3) T 3 OF 3)
82 SEDIMENT AND EROSION CONTROL D CONTROL DETAILS (SHEET 1 OF 4)
KING INSETS SHEET 2 OF 2 88 CLEARING AND GRUB ( ) $3 SEDIMENT AND EROSION CONTROL D CONTROL DETAILS (SHEET 2 OF 4)
T PLAN SHEET 1 OF 2 9 GEOMETRIC LAYOU ( ) 84 SEDIMENT AND EROSION CONTROL D CONTROL DETAILS (SHEET 3 OF 4)
{ 10 GEOMETRIC LAYOUT PLAN SHEET 2 OF 2)
11 WALLACE NEEL ROAD PLAN AND PROFILE (SHEET 1 OF 4) 85 SEDIMENT AND EROSION CONTROL D CONTROL DETAILS (SHEET 4 OF 4)
86 SEDIMENT AND EROSION CONTROL C CONTROL CONSTRUCTION SEQUENCE
12 WALLACE NEEL ROAD PLAN AND PROFILE (SHEET 2 OF 4)' 87 DRAINAGE DETAILS (SHEET 1 OF 3) ET 1 OF 3)
AN PROFILE SHEET 3 OF 4 43 WALLACE NEEL RQAD PLAN D ( ) 88 DRAINAGE DETAILS (SHEET 2 OF 3) ET2OF3)
14 WALLACE NEEL ROAD PLAN AND PROFILE (SHEET 4 OF 4) { )
1 15 RUNWAY PROFILE (SHEET 1 OF 3} 89 DRAINAGE DETAILS SHEET 3 OF 3 ET 3 OF 3)
90 BOX CULVERT SECTIONS
16 RUNWAY PROFILE (SHEET 2 OF 3) 91 5 x 5 CULVERT HEADWALLS ?ALLS
17 RUNWAY PROFILE SHEET 3 OF 3 ( ) 92 6' x ~ X T 51 6 BO CULVER SECTION & ECTION & SLAB DETAIL AT INLET
18 PARALLEL TAXIWAY PROFILE (SHEET 1 OF 4} 93 6' x 6' CULVERT HEADWALLS 1ALLS
19 PARALLEL TAXIWAY PROFILE (SHEET 2 OF 4}
20 PARALLEL TAXIWAY PROFILE (SHEET 3 OF 4) 94 MISCELLANEOUS DETAILS
{ 95 STORM DRAINAGE PROFILES SHEET .ES (SHEET 1 OF 31)
21 PARALLEL TAXIWAY PROFILE {SHEET 4 OF 4) 96 STORM DRAINAGE PROFILES SHEET ( LES (SHEET 2 OF 31)
22 TAXIWAY W7 PROFILE { 97 STORM DRAINAGE PROFILES SHEET LES (SHEET 3 OF 31)
23 TAXIWAY W11 PROFILE
_ 24 TAXIWAY W2, W4 AND W6 PROFILES { 98 STORM DRAINAGE PROFILES SHEET LES (SHEET 4 OF 31)
99 STORM DRAINAGE PROFILES (SHEET LES (SHEET 5 OF 31)
25 TAXIWAY W11, W12 AND W14 PROFILES 100 STORM DRAINAGE PROFILES SHEET { LES (SHEET 6 OF 31)
26 GRADING AND DRAINAGE SHEET INDEX 101 STORM DRAINAGE PROFILES (SHEET LES (SHEET 7 OF 31)
27 AD NG AND DRAINAGE PLAN SHEET 1 OF 37 GR I ( )
28 GRADING AND DRAINAGE FLAN SHEET 2 OF 37 ( ) fir„ 102 STORM DRAINAGE PROFILES (SHEET LES (SHEET 8 OF 31)
' 103 STORM DRAINAGE PROFILES (SHEET LES (SHEET 9 OF 31)
29 GRADING AND DRAINAGE PLAN (SHEET 3 OF 37) 104 STORM DRAINAGE PROFILES {SHEET LES (SHEET 10 OF 31)
HEET 4 OF 37 30 GRADING AND DRAINAGE PLAN (S ) 105 STORM DRAINAGE PROFILES SHEET ( LES (SHEET 11 OF 31)
31 GRADING AND DRAINAGE PLAN (SHEET 5 OF 37)
32 GRADING AND DRAINAGE PLAN (SHEET 6 OF 37) 106 STORM DRAINAGE PROFILES {SHEET LES (SHEET 12 OF 31)
33 GRADING AND DRAINAGE PLAN (SHEET 7 OF 37) 107 STORM DRAINAGE PROFILES SHEET ( LES (SHEET 13 OF 31)
108 STORM DRAINAGE PROFILES SHEET ( LES (SHEET 14 OF 31)
34 GRADING AND DRAINAGE PLAN (SHEET 8 OF 37) 109 STORM DRAINAGE PROFILES (SHEET LES (SHEET 15 OF 31)
35 GRADING AND DRAINAGE PLAN SHEET 9 OF 37) ( 110 STORM DRAINAGE PROFILES SHEETa LES (SHEET,16 OF 31)
i PLAN SHEET 10 OF 37 36 GRADING AND DRA NAGE ( ) (
37 GRADING AND DRAINAGE PLAN (SHEET 11 OF 37) ' 111 STORM DRAINAGE PROFiLES,.(SHEET LES,,. (SHEET 17 OF 31)
. 112 STORM DRAINAGE PROFILES' SHEET LES ' :(SHEET 18 OF 31)
38 GRADING AND DRAINAGE PLAN (SHEET 12 OF 37} 113 STORM DRAINAG P OFI E T E R L S (SHEE LES (SHEET 19 OF 31)
39 GRADING AND DRAINAGE PLAN (SHEET 13 OF 37} 114 STORM DRAINAGE PROFILES (SHEET LES (SHEET 20 OF 31)
14 F 37 4D GRADING AND DRAINAGE PLAN :(SHEET 0 )
r T15OF37 41 GRADING AND DRAINAGE PLAN (SHEE ) 115 STORM DRAINAGE PROFILES (SHEET LES (SHEET 21 OF 31) ; ! } t
t~, . t~, . ~ 116 STORM DRAINAGE PROFILES (SHEET casr~i co. ~ LES (SHEET 22 OF 31)
H T 16 OF 37 ~ ~ casr~i co. 42 GRADING AND DRAINAGE PLAN {S EE ) 117 STORM DRAINAGE PROFILES (SHEET LES (SHEET 23 OF 31)
J PLAN SHEET 17 4F 37 43 GRADING AND DRA NAGE ( } 118 STORM DRAINAGE PROFILES SHEET ( LES (SHEET 24 OF 31)
SHEET 16 OF 37 44 GRADING AND DRAINAGE PLAN ( )
RAI A E PLAN SHEET 19 OF 37 45 GRADING ANO D N G ( ) 119 STORM DRAINAGE PROFILES SHEET ( LES (SHEET 25 OF 31)
1 120 STORM DRAINAGE PROFILES (SHEET LES (SHEET 26 OF 31)
G PLAN SHEET 20 OF 37 46 GRADING AND DRAINA E ( ) 121 STORM DRAiNACEf~ROFILES SHEET ( n LES (SHEET 27 OF 31)
47 RAINAGE PLAN SHEET 21 OF 37 GRADING AND D ( ) • 122 T GE PR0 S ORM DRAINA FILES (SHEET LES (SHEET 28 OF 31)
ET 22 OF 37 48 GRADING AND DRAINAGE PLAN (SHE )
a,. 49 GRADING AND DRAINAGE PLAN SHEET 23 OF 37 ( ) 123 STORM DRAINAGE PROFILES SHEET { LES (SHEET 29 OF 31)
ur. Haar ~n r.Ren~n~r, anon nRa?n~ar~ p~ ati (sN~~T 24 OF 371 ur,,~our ~ 124 STORM DRAINAGE PROFILES SHEET ( LES (SHEET 30 OF 31)
$ 125 STORM DRAINAGE PROFILES (SHEET LES (SHEET 31 OF 31)
51 GRADING AND, DRAINAGE PLAN (SHEET 25 OF 37) 126 CROSS SECTIONS (SHEET 1 OF 15) T 1 OF 15)
52 GRADING AND. DRAINAGE PLAN (SHEET 26 OF 37)
53 GRADING AND DRAINAGE PLAN (SHEET 27 OF 37) 127 CROSS SECTIONS SHEET 2 OF 15 » T2OF15)
samw 54 GRADING AND DRAINAGE PLAN SHEET 28 OF 37 samw CHARLOTTE 128 CROSS SECTIONS (SHEET 3 OF 15) ~ T3OF15)
129 CROSS SECTIONS SHEET 4 OF 15 ( ) T4OF15)
55 GRADING AND DRAINAGE PLAN SHEET 29 OF 37 auw.ot~ MUGM 130 CROSS SECTIONS (SHEET 5 OF 15) T5OF15)
56 GRADING AND DRAINAGE PLAN (SHEET .30 OF 37) m 131 CROSS SECTIONS (SHEET 6 OF 15) T 6 OF 15)
GRADING AND DRAINAGE PLAN (SHEET 31 OF 37) 57 DRAINAGE PLAN SHEET 32 OF 37
58 GRADING AND ( ) 132 CROSS SECTIONS SHEET 7 OF 15 T7OF15)
133 CROSS SECTIONS SHEET 8 OF 15 T8OF15)
59 GRADING AND DRAINAGE PLAN (SHEET 33 OF 37) 134 CROSS SECTIONS SHEET 9, OF 15 T 9, OF 15)
60 GRADING AND DRAINAGE PLAN SHEET 34 OF 37 c ) 135 CROSS SECTIONS (SHEET 10 OF 15) T10OF15)
1 RAINAGE PLAN SHEET 35 OF 37 6 GRADING AND D _ ( )
62 GRADING AND` DRAINAGE PLAN SHEET 36 OF 37 136 CROSS SECTIONS (SHEET 11 OF 15) T 11 OF 15)
137 CROSS SECTIONS SHEET 12 OF 15 T 12 OF 15)~., 7.
63 GRADING AND DRAINAGE PLAN SHEET 37 OF 37 srAlm 138 0 . s CR SS SECTIONS (SHEET 13 OF 15) T13OF15)
64 STORM DRAINAGE SUMMARY T14OF15)
65 DRAINAGE AND EROS --,CONTROL PLAN SHEET 1 OF 10 l ( ) PKVUE s 139 CROSS SECTIONS (SHEET 14 OF 15) 6 ~
fib DRAINAGE AND EROSION CONTROL PLAN (SHEET 2 OF 10) 0" WL 140 CROSS SECTIONS (SHEET 15 of 15) T15OF15)
21 ~b 1 A
FORt MU SET ET
Illll(1
C I o DT
ooool TALBEI ..BERT BLNL%JKI i
Vl%ol*;'3NlTY MAP _ SEAL r. _ w = ENGINEER NG 4 26421 EE M NG & P G CONSULTANTS
0 a 'ft • ' X944 PARKWAY N.T.S. ` w: PARLAY PLAM UMVARD, SUM 350
.NGfNE~. . MARL= MARWrTE, NO CAROUNA 28217
N p E. PHONE 704, ,K "HONE: 704.4 o FAX 704-426-M
t7 RELEASED FOR CONSTRUCTION 03/Q1- p www a/07 www.talbertandbright.com

yr ~
1
1 t u 0
w a
o ~
125+00 cn z
c~ z o
R N EXISTING G f~U D ; ~i U cr- D
PROf~OSED 'GRADE _ _f _ _ _ cr-
740. _ _ _ r . -:.740 ~ v ~ V) z
r 0 U
0
\ r f \...r _ _ _ ....:730
730 _ ~ i V)
w w
i _ _ w
i
N r7 LO
720 i i ,r; ~ _ _ _ _ ~o r
F_~- ~y
~ . _ . M , _ , _ _ . . . . . N ~ a o
3 LO 0
~ N ,q-
710. , _ F- h- C7 U W W N W
LL LL N ~
o rn
r, a; ;ao N.N w z m L.LJ
_ . _ ~ _ _ . ~ . , 7oa ~w v ° V)
-3+00 -2+00 -1+00 0 1+00 2 130+00 z+oa ~+o0 4+aa 5+aa ~+aa ~+aa ~+oa ~+oa 1a+ a a 3: U V) ° ° w m
© CL a. © U d
_
PROPOSED GRADE
740; _ _ ~ a 74 L~ Ask 0
i OC
SOON
0
730 _ _ _ 3a 7 J.
~ 1 A i
z
n ~
720 f ~a
oQ
® Z
i
{ W
1 ...710
710.___. _ _
_ . _
a
_ Tao
700 . _
n.. ~
y E
~ ti EXISTING GRdUND ~ } E
690__._.: \ ~ _ ~ ...n e y. , 63a
~ ~ _ ~ l
;
~ 1 ~ \ W
6HO._ N _ ~ y~_ ~ ~i~0 r
Sri vi
~ ro cDco
-4+00 -3+00 -2+00 -1+00 0 1+00 2 2+00 3+00 4+00 5+00 6+00
0
eC
J 1- 0 V)
} ui ca J~ Wavom
J
~C M hL
< to W
d cro
t w o
i E w
i i U) x
N
1 ~
0.., ca
i w
~Nft z
LEGEND w
rollt! tilt C
EXISTING GROUND J1 !
S S TALBE K &13puuri C / o*. IGHT
PROPOSED GRADE 100' 50' )a f 5a 9 a 100' 2aa> 300 f _ SEAL w ENGDUMUNG PLANNNG CONSULTANT
26421 'fl SULTAIM S HT. 140
805.3 EXISTING CENTERLINE ELEVATION 4944 PARKWAY PI.A?7A BC)UFLEVARD, SIUTTE 350 •NGiN~E • SUM 350 28217
~ ; CHARMYrM NORTH CAROLINA 28217 SCALE IN FEET ;gyp C(~ PHONE, 704-426-6070 FAX. [phone]M x•6080
835.26 PROPOSED CENTERLINE ELEVATION i r1 a 1 -1aa itfitiittir pG www.talbertandbright.com OF 140
f2. -
_ m .m...

r.
o Q

t!)
Z 0 d
W V
fy- h-
(n
O V
CL
o
W V
~C W
w.i
cy r7 d- Lo
N (C) LO
.0~ N d-
n
W W © W CL CL N ~ D

¦ W F- F- C) V M W cn
..,.N_. , , , w.,._, c~~ o o < w w
~,.r..,~_..~......,~..~~,....w.,..... , , . _ , w M.....~ N. ,M .F 4 { w rr w x z
! 1 f t E i Y 0 0_ a. o c.~ r~
i 770 :,r ry.. t. .F,., n + ~ . tt ~ 70
~ ~ i 3 d
i F 4 i i f i r
...,.....:.....r-...w}W ..............~.N~~...... n.. ro.r..-n..,.. .r.. .c~..w«,.,...... v~ W,....,..., 1 ~ p r E r r tom...„ ....T,„. r. ..,t.. . n.... . r v... r.a -Y...~......... r.~... .r.. ......~.rt,.... .,..aw...o-....... .w.....~. a... ....n......n.... ~ i i 1
i i j ~ i E ? i / j d / i
i ~ ~ ~ . „ 760 ~ ~ ~ _ : , ...,..m.....,.„~....,L .f.-.a.w.. rv......... n.~....»« ..r~~wn .rn.. ...c.......rr n.,., s.... ` { i ~N r ~ ~ 4 f i ~ ~ r .~.a ~~..w ~ N., '760
j ~ i i . ~ t ~ { J { ~ 1 { ~ ~ f t t 4A
~ ~ ~ ~ ~T~N 3 + EX ~ G GROUND a i i ! ~ ! UND ~ ~ f ~ \ r
~.r_ ~,.....w...._~. ,_m..~._. M ~ f i ~ i i .F.-.
r t, ' s . t r j ~ f bl)o
i a t @ x 7~a
750 ~..~...~,...k__~.w...~.._,._....,~.J~._ _ ..................w. _ . k ~ f / S ~ E i { y~.^~! < < 4 R 1 ~ )
i ~ ? / s y I I ~a aV4:.W t \ r e ....;r~l
. _ k,... . . , . . . ..w ; _,m~.....~,..... n w ~ ~ ~ _ , m , . . a ~ v
~ ' ~ ./v
( ~ ~ i j ; f t / Jb i i , ''/ry (AJ, l 4 E~rt .^t . ~ .7 1 M ~ . , , _ ,r M 4a
o ~ i / 1 S f i 4 3
j 7 t 3 /1 `qr..
j ~ ~r / 1 7. „~„.,,.~r +o ..r. , . ~ . ,M.,... i t~ _ i N
t t ; 4r
~ i / -/r i } t / { N.... 3a
7~a; ~ r ~ ,...r w..... ...~.r ; m .E j
! ? 1 ~
i ~ f ~ } ; 4...,......~mm~..yr ~-HU.-.,~..,..,.....b........,.,. .,.N.a.u.,, ....~,N.......,....rd55...w. ».v v,. .,,r........ p,.. = ~ 7 I t i Y w..,C~.r + im..-- H
r { i ~ y k % } t 3 ~i £ n i Y P
i i ~ i j a f i < < ; ~ ~ r t ~ t t
f.~._.,~.......~,....~_...._...__..,...1;.,...„ M . . 720, f ~ ( t ~ ~ t ~ ~ ~ . ,.,t.... ~ . M 7za 3 ~ i ~ ~i t f
f ~ ~ ~ k ~ i i t 4 d
~ E t ° j ~ r a 1 ` r . ....„_l. M.,... ~ ...,,...N ? ! ,..,5,_.., ......,....,..L.......,.. . ......~,._.....r...,,.,
i { f i 1 s ! i i j ' i
i ~ { 1 } 4 r ~ ~ j
yy ~ 710 ~ 3 i 1 . , _ . _ .w.. . _ ~ 1 a i 'i.
s f ~ f t i '
E 5 4 1 ~ ) ,....n.,...~., ~
3~ ` V Q t 3~ 'f Q
~,ry . ~ t ~Vy,' j,' / ~ V ~ ` i l' V i~ . ~
i i t y - ~ F~ 1~ , _ . ~ . . . ~ .....N , _ as . ~
+oo -6+00 -~+oo -~+oo -~+oo -~+ao -1+00 0 a ~+oa ~+oa ~+aa ~+aa ~+aa ~+aa ~+aa s+ao ~+aa 1a+aa ~~+ao
z
U
Z a i ¢
a LL. 0 cn
to a
J Z UJ
~t W
CL o
a (M)
ui
W
V) x
c
Lo
fit.. 0
6i
z
LEGEND
EXISTING GROUND c TALBERT&BRIGF
J(jHl
PROPOSED GRADE 100' 50' 00' 50' 0 100 200 300' = Z ra SEAL
= 26421 = ENG1NfEERII1G&PLANNINGOONSI7LTA -o 4944 PARKWAY PLA7A BOUMARD, SUM 350 1XT S HT. 139
S=35
805.3 EXISTING CENTERLINE ELEVATION SCALE IN FEET CHARtA'I1E,NORTEiCARQI]NA 28217 28217
PHONE 704426,6070 FAX [phone]M 1,•-100' E. \IS, 26-fM
- 835.26 PROPOSED CENTERLINE ELEVATION Ole www.talbertandbright.com OF 140

O
110+00 10+00 Lli
750 _ _...750
© a
PROPOSED GRADE
'i
740 _ _ _ s l _ I740
_ z
O Z
730' _ _ _ . _ _ ~ 730 2 U
w ~
i V)
~1~~ ' i °r--.~ Z O
tJ
_ _ _ _ ~ _ `720
720 i. , . , _ _ _ _ , _ _ _ O
V) <L
W
i _ _ _ _ _ _ _ _ . 1710
710 _ _ _
N h7 d' tt7
EXISTING GROUND '

~---„^,.,~1" \ ~ 700 N to O O
700 _ _ _ _ ~ ~ i ~ / _ _ _ _ LO O .0 N
d-
w ~ F- t- O M C) W W N ( w
LL CL N, Ll,
/ ` ~ - - ~ ~ \ l
, 69 r `y ~ 690 ~ Ca z Z m Lli
~ / Cl
~ ~ U V)
N ~-,N C~ W to o Od W
...I N (V o :o NON O!O W x w a-, s Q C1 CL CL 0 U G5
r ~ n i~ I~._. _ ..._680
687+00 -6+00 -5+00 -4+00 -3+00 -2+00 -1+00 0 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 70+00 11+00
115+00 15+00
4A
760., _ _ _ _ ...........760
IL- Allk •~r~r1a/ 0
~_i i ~ - - ~ _ 750
750'- _ _ _ , _ _
PROPOSED GRADE EXISTING GROUND ~ 0 Q
_ ~ v _ _ ~ ~
® Q
i
740'. _ _ _ _ _ ~ 740
i
i
® Z
730 s.... _ . i ; . T_~ . ~ _ : _ _ . _ 730 L ce
i w
\ li ~ ~ \ f _ _ _ _ _
me z
~ \
7201 ~J_ . ! _ _ _ _ _ _ t 720
710ii _ _ _ _ 710
700' _ _ _ _ _ ca co ' _ _ _ _ _ _ _ _ 700
~ ~ ~ ~ W
~ ,ter ~ ,ter
n~ _ . _ n
-6+00 -5+00 -4+00 -3+00 -2+00 -1+00 0 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 z z
O d %
U)
LLJ
D Z z
0 OC
J o C>
3 W c+~
~ cry '-W
W
a.. OX
crw
X
IF- W
V) x
cv
L
Q„ o
w
z
LEGEND J
llllttr rrf`~
EXISTING GROUND D TGJ
TALBEAT&Bl\.L . '••~5
PROPOSED GRADE 100' 50' 100 a 50 r 0 100 a 200 a 300 a - :a SEAT. r. _
w ENGMEMUNG &PLANNING WNSULTAr - 26421 - RSULTANIS S HT. 138
'a. 4%4PARKWAYPLAZABOUWARD, SUM 35C SUM 350
805.3 EXISTING CENTERLINE ELEVATION Nlt~~~:• NORTH CAROLINA 28217 CHARIXYM SCALE IN FEET fA 28217
PHONE. [phone] FAX. [phone] =100a E 'lrlltltl111\ 426.6080
835.26 PROPOSED CENTERLINE ELEVATION -6~ www.talbertandbright.com l~ OF 140
-

LO 7
/sai~, ...~.v_.,_>.,..,.._.,., ~ n ...w~.,. v S i a ? ~ 1 i ~ : t ~ I i ~ I i { ~ 760
# ~ ~ i y I $ f 1, 1 1 n 1 r a i f s { ~ E i r f i i r D C7
+ e [ 1 . ~ 1 ' ' ....w - ~ ~v „ f ..1~... i _ . . . _ M . rv. ~ ~ _ . ~ .r.,... , , _ . _ w.~.r _ . _M _ w, .w~ ~ _ . i ~ ~ _ f. _ .
j i ~ } f E 4 f j i { 3
F k t f # i. ~ f. 1 i ~ ! 7 r ` ~ t ~ i r ' 1 7 ~ f ! i t i f i e
+ ' i ;v u i.^r-~. ~u j i ~ v ! i ~ a 75a { 1 , „ ~ m..... .M;.,... i,,.. ~ .y... w ~ ~ ~ 750
~ f~ f $ ~ ? I Y f S P ~ E I t 3 P f i i ~ ~ / ~ ~
~ f } ~ i r f t 1 4 i i i ~ l ~ ~ ~ ! I 4 } r ~ r . u 'i i ~ l ~ e e ~ , _ . i f .,.3. h...,.„ ....................4..,....,.„,M........'...........•.w..,.....,,.t..~......-...,..........i-~..,-....,,,,...,...,.~,..~-M..,,...,.,....r...r..,+.~.w..,.w,.,,.....?.,......,.....,..„~...,.,i.« ,.Mx:.,...»...,............~......,'.,n„~... ..a.. w.,. ^'i ,4 ~ ~ 3 . m,.. . f , . , , .,.y,. , . I i
2 ) } ~ ! i ~ 9 € i t S } J (n Z ~
` ~ r ~ f t ~ j { I ~ s ; 5 i # F i S r
PR OSE R i t i ~ I ~ ~ ~ ~ ~ ° , _ _ _ ~ ~ n . ,.w ,,...J.,,.„ ..rrr .,„....I... ....f.... 40e Y .I., ~ ~r.... , . . , ~ , f ~ 740 >
~ ~ ~ ~ ~ { = i i s s a-- } ~ i i F w D
i ~ ( i { s } y t i ? s z t r ~ ~ t t i I. , i 1 ~ i ~ ~ i 1 N . . r M ~ __w .w,. ._.w._._ . .....r. , fi ~ i ~ W„ V)
~m,~......,,...,~._ M.~ww,.,w., .,i° ._.._..~..,a__.,,w._. ....~,.e~.;~~..w._~~,~......~...~,„..n_..., a r..._ w.,.aN , t,., s I l~ s 7 4 ! ~ 7 ~ f I d ~ r a I ~
! f ~ i ( { i I f f ~ ~ i ? F ~ - , ~ ~ ( r O ~ U
i ~ ? 1 ~ ~ i # j i ~ S , f i ~ t s i yM. ' } ~ . I 4 h 1 w.. _ ,..r ! t ~ v,:i, t 7 , ~ r , ~ ~.730 0
1 ~ 1 9 d S ~ ~ ~ ~ M{ 7 ~ i } f ~ S E i t t s p 3 r i } ! a ? ~ w
{ t I f ~ 1 i ~XISTIN~G GRO~IND ~ s ~ f t ~ i i ~ j 1 ~ i ~ 4 i ..l / ! S ! j Z t i' ~ rrr _..v, .,.M _ .m.,,,_. _ , M „ . .1 w
r 4 O' ~ 4"~r i + i ~ i ~ { ? 't V) " W <t
~ ~ ~ ~ ~ , 1~ _a
E i r i j t r i S c a r 1 t r „ M { Y r n .,.7,.„,„ ..n... b v. _n, r y , i ~ w _ 720 C
72a . „ M.~ j t 1 t S i 33 3 ' + ' 1 ~ ° ; ~ i t t 3 r ~ ; i i ? I ' f ~ J i E i ~ j r
i ' ? _ t t 1 T > I j i i } } j f j A t t t--
t 1 f ~ ' i ~ ' i ~ . t i a ~ ` ` 5 i 1 ..r,. ...........v....,.,. ° w.....,.._,. _ 1, . ~ , ` } i } i ~
~ } ~j i i ~I f 1 ~ 1 ~ ~ i ! ~ ~ E s t i i ~
I ~ ~ ~ 7 ~ t ~ v ~ ~ ~ r~.-,....~w-~--.w- w..:.....„.w... „...j„.....,...... .w ~w......v-.w in....+.._.................... e i..nN....... ~ . i t . w. + 4. , C ' ~ r , N ~ .
7~a ~t... t~,.._ ~v:.. ~~.m.._. ~ .r. w~_... i ! i ! i\ i / ~ s 1, ~ ' ~ I k ~ ~ ` } ~ f } , f 710 0 LO 0 d N
~ ~ I t i / ~ ( 3 1 t 1 i t t ~ f4 ~i-
i 1 i t tiI { ....y.,.. N ~V i s~.~.~..,......: w. ~.,.,,.,........i... .....'r p..,....w,..,.vv, ..w.,.t m.....,..,....,,.,,,...v`.«.,.. ~,....wr. Ham,.--rev.~.~...,M~~.,rv.~..,~~«.~...n~ww«~..r....~.......<......~.....~,.....r..«.~v. ...~..~w.,.....,... ...,..........,..,v. ~,2...,+..>...,....wh ,'!i~,,..., v. ,C.. E ~ ~ t ~ ! a r ~ . ; I-- 0 m U W w N p_ W
/~y ' ~ ~ 1 V~,'6V/ f ~ t 1 } f j S } S i s CL 0- N -7 D
M M ~ 1 t ~ ' y t ; s .mww.,....,.~....~.v~_,_.....t...~_....,._W...~,..,...,.m._.,~, _..........u...i_,,..,...,.~...~„ , v _ , . ,..._w.~ ,...m,... _ , ~ 1 . , . 4
7aa'..,. w._.._... ~._~~_..~M... M...rv., _ . + o ~ +aa 2+oa ~+o0 4+ao ~+oo s+ao ~+aa s+oa s+aa ~ o+oa -~+oo ~ oo +oo q 11+00 12+00 13+QQ 14+OQ 15+QO 16+OQ 17+DO 1$+QO 19+OQ 20+QO 21+QO 22~~-00 23+00 24+ + + Oq 25 00 26 00 i+00 700 m w d m °w
© (l n V)
w (n Z W W
CJ
V) o o¢ w E' w x tr ~ s Ct © CL n C~ U
.w rr . _,rrv. _...rt...,....._~... .._..wa..y~sa r..r w __m~.. ~ _ . , . _ ~ . . ~ . 76a w~.. M..,~..._._ . u. _ _ . . _ ....f.. _ . y.. i
I ~ ~ ' PR ~P A } ~ I ~ o os~a GR EXISTING GROUND
t Z i 1 } ~ i 1 } t j ~ ? ~ i..
a~... C,. t.vv,~. -...Ili i t S { 7 2 y ~ S i ~ . w _ ~ 74a ~ r
3 ~ B ) t i ? t ~ b Y i ~
~XISTIN~ GRO~JND ~ ~ s ~ i ~ w... v.... . ~v.. , ~ , .M M 5a 750 - f i ...1 . Y.. H IA
r M_..
n i
r ~ l ~ . ~....,...v. _ >,w . , ~ _.~v a r.~. i.__. w. ' _ -,i ..y~ i r ....w._ _ , X730 S H ,~M :.+i R- Allk
i ~ f , ~ ! d ~ ~ r t - f 0
S f r . , .M, ..,.-.r...ry ~ ...,......,,w . .....N_ w....~....,r 40 _ , v. _ ~ v . ~ ~ $ ...ro. n....,. ~ r.. ~ w _
740 _,r.. E .y r I r 1 i `r 1 f / r i mom
t { tp PR0~4SED GRADE; N ~ _ ~ ~ J; , Q
r 7~ ~ . m.. ~ _ _ ~........4..,_ ~ , ~ ..w,.m u..... .,_w.., _Y....._...- a t _ .....a _ ~ . , _ _ , _ . ~ ....v., , _ .j
~W ~ f i ! / F
{ i , . , ~ , . ,..r . ,.,.,....L. .v....~ _ , .........~.~..W~.... _ m... , ; , M f....,....._.~M M, 730 t
73a; i s. ~ W .w ! t ~ t I ~ { I f ~ ~ ~ + c
f 1 i \ i'"" i ~ n... ~ f s ~ ~ r 'f } ~ q t ~ a ~ t 'T¦~r Q
...e.. . ~.w 4 .Mw....._ , wm_~_~_ w,,..~._ wl.. 71 a r . , w,. , . _s 7 E r ~ t H
IW ~ 4
U~ ~ i 2 f t i ~ ~ f z i ry f ~ i ~ ~ € ! ~ ~ s i V ~ t ~ ~ P ` i Z
w,~...,~.M.,., „ 4~ . , _ . L,a 72a w,. ...~.....,._...v...,.µ~..~ ~ I I i vl ~ ~ i.,... _y.._.. ~..~w_.yv..,wv..w.~r._ ....y..,........ ~ ~ ' j !`V r ; ~
4 r t I i ! ' ~U' ~Q ~ ~ i ~ , 1 V I s W
.a . ~ y w _4_, „..t.,,, 1. , i H
-~+aa -~+ao -~+oa -~+oa 7 i ~ t 4+ + -1+04 Q 1+OQ 2+OQ 3+OQ QQ 5 00 6+00 7+00 8+00 9+04 1®+QQ 11+QQ a z A..
i t i i } +
t f
S r lr 3 3 I 7
i E i ` ~ f 7 t a ,.,%,x
f 1 t y ' i ' I
! f r i
7oa~
~~+ao ~7+00 2s+OO ~~+o0 3a+aa 31+00
o
cn Q
z Z to LIJ z r
z
~C LL
J ~ Q
,u j Z W N
.J W
~ W
~ W
cr.
W ~ -
F- C)
U) x
0- c14
L0
0
w
z
LEGEND J
EXISTING GROUND i
ass; TALBERT&Bpaur
PROPOSED GRADE 100' 50' 00' 50' 0 100' 200' 300' -Zia SEAL r'. ? c
zsa2i ENGINEERING & PLANNING OONSLILTA 494 PARKWAY PIAZABOUIEVARD. SUM 350 4SULTANTS S HT. 137
805.3 EXISTING CENTERLINE ELEVATION SUM 350
SCALE IN FEET CHARLOT'IE,NORTHCAROLINA 28217 E PHONE: [phone] FAX:704.426.bOB0 k 28217 X26-bA80
1°=100' 9 OF 140
835.26 PROPOSED CENTERLINE ELEVATION www.talbertandbri ht.com
==moo
- - - - - - -

~t
d
L
d `
o p

r:.... , . . , , r, , . , . ~ , . . , ,
w ...M_. v,.,, ~w
75n , ~ _ . ; t , _1~,-. - 750 z
a z 0
r a,, ~ ~ _ ~ V) o
EXISTING GROUND _ _ \ w U
PROPOSED GRADE
74 : , _ ..K,,., r . w _ . _ o. 740
4 U
r ,M.....~ i ; cr-
_ _ Q d
G7 U-
. ~~o . _ ~ ~ . , w ~ ~ . _ r _ _ _ - _ . _ y. N~ N 730 w
W
1 .a. . _ w.. _ . _ , . _ . . ~ dw W ui
~ ,m
{ w _ co Ul)
_ ~ _ . , ~ _w . , ~ - _ _ _ _ _ ~~r _ _ _ _ _ _ _.Z ~ ~w Z 720
- ~ ~ JW
l y ~ ~ ; . . u,.:. ~ x w 1 - - x W N CO
. ~ _ ~ 1 , ~ LO 0
Q N d-
. .w , T1Q ....r..._ I- I-- C7 M U =710 w w N w
r..,..• r- n_ c1.. N CL G1 ,
r~ ~ j~
x ~ - ti ~ 1 }
r r w z m
~ ~ > Y ~ wr a w s . .y n M ~ / Oo ~ n ra _..r. a~ . _ . w m © V) ~ w w z ~ V) 700 z
\ ~ / / --a U w
r' . o a. o_ o U o
as
M 690
690 _ . ~ ...........y.... . _ _ . ~ ~ ~ . ~ _ . . _ . -4 -2+00 --1+00 0 1+OO 2+00 3+00 4+oQ 5+00 6+00 7+00 8+QO -~+oo +oo -~+oo I-00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+00
_ _
• oc
75Q _ _ _ _ _..'750 A~ Ask
0
.r~ _ .
0
ti X40 . ~ ~ . _ _ ! 740 J
EXISTING GROUND ti . GROUND
~ - i
. + ~ 73Q,..,_,_. _ .d~ . _ ,730
W ? ~
d", W . _ . ~ _ z
to L ~
r W
W ~ . 20; ~ _ ~ \ 720
W z
W
F- _
4
71 0 :710
PROPOSED GRADE
~oa~ _ v . . _ 4 _ _ _ _ 700
W
Cl-
V~n ~~+oo ~~+oo ~~+oa z~+oo +00 28+00 29+00 30+00 31+00 32+00 33+00 690
z z
--ft &Who vi
3t cl Cn
Z C) Q
D z ~ J
cc 01,
mi low U)
W 00 Z LUTM
J
W
LU
CL x
w~rw
C
W
cn
? X V N
O
0
Lai
Q
Z
LEGEND VV%F -i
~}N%111111 11 / LL-
EXISTING GROUND \ 0 wt I TrT"
TALBEjt~. &BRIur 0 Q.o ti.2_ IGH
PROPOSED GRADE 100' 50' 00 50 0 100 200 300 SEAL r .
- ENGMEMG &.PLANNG WNSULTAN` 26421 [SUL,TAISM 5HT. 136
805.3 EXISTING CENTERLINE ELEVATION 4944 PARKWAY PLAZA BOULEVARD, SUM 350 , S= 350
••Nc1NE~:• r~ , CHAPJJYM NORTH CAROLINA 28217 SCALE IN FEET C PHONE. [phone] FAX, 704-426.6M k 28217 Z6.6M
1 =100 OF 140
835.26 PROPOSED CENTERLINE ELEVATION it lf www.talbertandbright.com
-
- - - - - - -

85+00 to Lij
_ _ _ Q pry
d
~xts~~~ c~ou~a _ _ -;750
750 _ _ _ _ _
PROPOSED GLADE ` ` ~ _ _ 74q
740 _ _ (n Z
0 Z 0
} 1-
W U Cy w
i
730.___.... _ _ i. _ _ _ _ _ - 730 i : z
!i U
i
O U-
W
720..__.. , ~ i _ _ _ _ ; _ _ , 720 (n Q
J
W' CL'
' ,
N n d-
710.- _ _ _ _ _ _ _ _ _ 710
N ~ 0
0 0 N
lq-
700 _ ~ _ _ _ _ _ _ _ _ _ 700 t~.! W M N W
n tl N d

0
, r © W Z m ~
M 'M _ _ _ _ _.i 690 W Z W (n
-5+00 -4+00 -3+00 -2+00 -1+00 0 1+00 2+O 9~'~'~/V 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 to ~ W ~ v W En-
© a. a. d U d
740...... _ .....;740
PROPOSED GRADE
_ _ _ _ IA
(al.-
~y_.-- ~ OG
730::... _ . _ _ /ii-'~ - \ ~.J~-~~ JJ _.730 166.
0
/ ~ Q
r~
i r 0 Q
720;.._ _ _ _ _ t _ X20 a
EXISTING GROUND ~i
_ ~ J _ _ _ W ® 'Q Z
710:.... , . v i _ _ _ _ _ i ',710
i^~ Q
® Z
r~
W h-
/ _ _ _ _ _ _ _ .700
700 , _ _ _ / _ Z
/ / ~ i
. _ _ \ 4 \ / ~
_ _ _ _ _ _ . . ; 690
690.-.,~.~__
~ ~ 00 ~ ,n
_
-5+00 4+00 -3+00 -2+OQ -1+00 0 1+00 2+0 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
w
z Zz
0
Q
Z Z ~
D Z Vm I Q
d U, CJ
...i vi
W a i Z W O
=J
W
sC CO W a 0:
W
w
x
N
Q
d
W
d
z
LEGEND J
`,iii urrrr C T% -NT L%
EXISTING GROUND
TALBENT&BixLur `wJ • O 0-
PROPOSED GRADE 100 50' 100' mo. 50 9 0 100 9 200 7 300 f w,~ l' SEAL r:
ENGINEERING PLjkNNMG CONSULTAIl 26421 C1 • a. NSULT s sHT. 135
805.3 EXISTING CENTERLINE ELEVATION 4944 PAIiK'WAY PI:,AZA HC}ULV'ARD, SILJITE 35( .~~?t~E.•• c' , CHARLOTTI~ NORTH CAROLINA 28217 a, S= 350 CA 28217
SCALE IN FEET PHONE: [phone] FAX 704-426.(M 9P / ek E. 42fi.b0$0
835.26 PROPOSED CENTERLINE ELEVATION 1 =1007 \ OF 14 -
www.talbertandbri9ht.com !

a
O
I
750 ...._.~....,~.._.~.~....w~._,~W~~.._._._.._.. . , . , ¢ , , _ . , . ~ ~ ...w._. 5a r _ _ r, ~ _.y t ' Q ~ C)
r z i O
~ . w . _ f y _ r.. 2, ..1,
G ~.m , . W.,. w._.. „_M _ . s Y r i
P r ~ ~ ~ ~
. ; 740. ~ , ~~o~o~~o c~AO~ t _ , . . _ . a ~ 7
' i i ~ 6 ~ s t r ~ t
f ..........................a,......, ,...,,..,..mot ..,.ti..».-....-. b.._.. ,,,.,....c,...., ti+.,~ i i t f f ...r~w .....u..,. ~ ~ M., k...., .,....r.._ w... . w , ~ _ ~ _ ..,q y. z
l i ~ s i } t j 1 O_
t k t i ~ ~ i ~ ` 3 4 . a j t i ~ ~ k t w~., ~ _ ~ _ „ M _ ~ _.w.~. ~a U3 O
730 ~ f ~ 3 1 ~ ~ i i J 3 f ~ } ? 3 ~ I Y ! ! t ~ ~ j W LL° ~
a ~ 4 i F ~ j i ? } f t n ~ t 4 f--
f i 1 1 , Z t . 4 t 4
t d f ~ y } i i ~ O
~ i N. ~ i..... w_.......,.. 72a U
720 ~ _ u. . p 1 1 ~ ~ Y . O W
S i { t } ` i f i Ll
f , t s ~ ~ ~ ~ E_ } LLJ
j i EXISTING AGROUND ~ f W
3 , 1 i~ 4 ! i W
710. 3 ~ ~ j i X!" ~ / . ,,........J.... ~ V I 3
J /1 t / N P') d- LO
~ ` T
, 1 \ 7 ~ ` / / '
1 I l ~ ~ ~ t N ~ O O
y. , 700 _ . . . i. ~ _ . ~ . _ m. oa 0 O
I E ~ ~ 4 1 ~ N
{ ~ 1 ~ { ~ f .wr m, _~,~rt. W W N CL W
f ~ 1 „j f ~ ~ 1 i I 1 3 LL n N --a
f r 1 ~ 1
z.w u, .~,....m. ...,...w ~ 690, ~t . ~ ._3~, ' } t r s ; . . . ~ ~ . . ~ .,,_..,v..~. E ~ ;f f ~ t ~ O m O
t < < i ' , ~ i l i ? i { ~ ~ ~ ~ ~ ~ I f ~ Lli z m LLJ © w
' } F , ~ ~ ~ ~ , i , I ~ ~ ~ _ ~ ~ .y„ .....i..,................... ..r ......~Wi . w, .r... .,.»w ,....v. r v.... ~ v. .-..u v „n ......w...-. rn.n~ ~ W U Q ~ V)
~ E l 7 ~ ~ i ~ ~ ~ ~ ! Y ...y~... . ..r„. } ~ 1 r r O 73 --3 C) t!) O W
3 f ~ ~ ? 1 i ~ E ~ ~ r 3 1 ~ ~ ? 4 ~ t t 3 } O W F-- W CG LY = Q
= i i ~ ~ .._,~.._.,....w..~.~..._.ww,.,.._r.,~. ...M,_,....~~,_. ......N..,,_. 680 ..,........m.,,w,..... X ~ 3 { ~ , r.. t _..4 ~ 88a C.~ Q Lt © U C7
1 ~ 4 i 3 ~ F
E f t ± ~ i { < , f i ...u,.
~ 1~. , f i i t i
~ f w S
j t ' ` 1.. x,.,w. ..................r..._.,.,,........ .i..,.... ,w.. 670 . v_ ~ .w 6 a
r ~ 4
S j k
.....:......w.. } ry~ ` 4 W GW f ' .,.T, ~.nw
hh. i ~1/ 4~ ;Y ~ ~ IL-
~ M E - r ~ 660 .m.........~ . . t._._~.~~_._..~.., , _ _ : _ _ _ . n.. ~ . { _ _ ~ ~ 60 0 Q
-S+OO -4+oa -~+oo -2+00 --~+00 0 ~+oo ~+ao ~+oa 4+00 ~+oo ~+ao ~+oa ~+oa g+oa ~o+ao
Q
Q
E, 740.,-r.~ m_~.~~......~„~M.r.~__.~.v..~;.~..,H~.....M-~...~.,.~._~.. MN.u.. _,~...M. ,.w_~.......~,.~w.,..V.._~..M,~,. ~ v~.~ ~ ~4a Z
F 1 ` ~ _ i r { ~ j i .w.
i ~ t i !!t P~o~os~a cRAO~ . . _ r~
j ' r t t ~ Q
~ I i { ! j i c E
"7 ~ j , 730 ~ ~ _.,..M i_ ...».._...w.....~,., .,,.._...,..,..N..,.L,... _ w.~,,.,..,..,..„. .,.t,... . j s s i . ~4,... , . , r.~.... _ . ...w w_... . , . ~ . , _ . , w . ~ ..w ~~a r. ~ ..~.,w,...,..,„.,,.~...,w.,_..
~ ~ i ! } 4 S, ~ i i W
j a ~ r , r ~
! j ~ r
! F d > ~ c ~ ~ t : ~ r t ~
n i i i Y E ' I ; 72.0 f..,..~w.~....~,~ ~.....H.. . T...... . . . n,..,. , . i i f , ~za
! r ~ j ! }
{ , , s ..v f 1 „w... n, ~ . ,
f i i
t t ~ t[ ' j 1
~ ; f i ti ~ . w... _ . 7 0 ~...._.w.w.__..~.. ~..._M. . , . , w.;, _ . . , s. , , 4 , _ . , , . , _ . .__...w..... ~ 71a r
f ' ' s E i ~
i ~ } i ~ i t ? i ~ ~ i ~ ~ ,
E_. ,._......,_.1 r i ~ , ~ . , _ ..._..,..w.~...,,,.... _ ~ ~ _...w~ _._w...w f.. . C , r..~~ ..y,... i s ! ~ t EXI~TINC ~ROUNf~ ~ Y
~ ` i i ~ i C 6 i ~ ! i v ~ i } 4
i i ~ i ~ I S ` t ~ ~ ~ 1 .._w,w., ~ , ~ ~ ~ -~n._~... ,...r.~~.., ~.i _ ~ ~w. _,w~ ; ~aa
700 ° 6 E Mi ~ i C } i i E f k ~ ~ P 7 f + ~ 2 i r
t ~ A 4 ~ ~ { i f i { t t ~ ~ i ~ 4 ~ ~ { r i ,r' t i f ~ '
' ' ,Y. 3 ! E ~ i Q
j ~ E ~ f ~ r , 1 ~ } } I f 1 ! r l
i t ! . t...,. ,.i., ~ ~ ? 4 1 / i 1 r
z .4.71! z ~ ~ t -we loan v r
rr ~ 4 3t ® V
r Z co Q ,.4
f
4 a w.., M w sa LL C-)
680 }
i W ~ Va ,.J Z WO)
s
}
F 4 W Vi W
6,0; i 3 670 I IL ox
t
a / 1 y # 1 1
f f { j I 1 ~ 1 1 , t 1 1 t : ~
3 ' ~ j / " t t i j 1 ~ ' p W
660 ~u .,f._.. 6 M _ { m w» . _ 1660 f # 1 f W
17 i ; ! i tr- I y i ~ I I 1 ` s x
i j ! t t ° 00 ? Md . , ( 1 f f ~ f f w f N
-6+00 -5+00 -4+00 -3+00 -2+00 -1+00 0 1 ! 1+00 2+00 3+00 4+00 5+00 6+00 ''7+ao s+ao 9+00 10+00 11+00 12+00 0
W
Q
Z
L tE G twE N D W J
1111 1/J la...
- - - - EXISTING GROUND 1 v~f1 1""N T
LIGHT
PROPOSED GRADE 100 50 a 100200 300, SEAL r.
ENGME UNG &PLANNING CONSULTM 26421 °0 • • .4SUTANZ'Sa S HT. 134
805.3 EXISTING CENTERLINE ELEVATION 4944 PARKWAY PL,A7A BOU1"ARD, SIU1TE 35C .F • ` ~ s= 350 A 28217
SCALE N FEET , • NGINE • CTLARLMTJ~ NORTH CAWUNA 28217 ff C PHONE. 70+4264D70 FAX, 704.42640 426.6080
835.26 PROPOSED CENTERLINE ELEVATION 1=100' 111, s OF 140
www.talbertandbright.com
-

t`W LO
65+00 H C7
C) NO
740 _ _ _ _ _ _ _ _ _ _ _..._....,.740 -
PROROSEDGRADE
730: " - - ~ ~ 730
i ~ ~i^ i Z C7
i i i _ _ _ EXISTING GROUND ' ~ \ ? _
. ~
~ ~ ~ y,. N ;17u---
720. ~ _ _ _ . , ~ W / / _ 720
--~~~ti z,
U IL..
~ ~ ' PROPOSED GRADE W - 2S W z
a "1710
710'. _ _ _ _ i _ _ \ x ~ Q
\ , - H ui
w
N K) d- LO
700, i_ _ _ ~ 700
~ ~
r _ ye _ . . _ ~ / _ N CO
M'M i_ ` - - - - - - - - - - - J LO Q
M M ~ N
pr_, _ _ _ . 00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 ~4+00 _ ~69a a m W
695+00 -4+00 -3+00 -2+00 -1+00 0 1+00 2+00 3+00 4+00 5+00 6-00 7+00 8+00 Q- CL N a--5 Q
M O m
w z :D.
7~+~?V U Gp V ui 0 Z
W
740 _ _ _ _ _ _ _ _ _ .....740 _ W L~ t~ LY_ Z Q
Q t2. GL. Q U Q
_ _ . ; _ . 740 _ _ _ _ _ _ _ _ 740
EXISTING GROt~ND
_ PROPOSED GRADE _ _ _
730. ~ 730 _ . _ . ~i'
_ . _ _ . 730 _ _ _ _ , _ _ _ _ 730 IA
_t _ ~
~ ` ~ ~ ~ ~ ~ PROPOSED GRADE
_ _ . _ _ . _ 720 _ 720, _ _ .
1-S
720...._._. _ ~ _ ~ J ~ ~ ~ \ EXISTING GROUND _ . _ _ _ _ _ . , . _ .......720
Z~ ~ . ~ - \ 0 Q
710 kll , _ . _ i _ ~ _ ~ ; 710 ` J
H ~ ~ l _:J10
d , . _ _ 710. _ ' ~ 0
. _ '700 , _ 700 _ _ _ _ _ _ \
_ \ _ _ _ _ _ _..__`;.700 z
700
W
690 24+00 25+00 26+00 27+00 28+00 29+00 3+000........- ~31+00 '690 - I
z
690 _ _ _ _ _ ~ ~ _ _ _ _ _ _ _ . l 690
J ~1\ i/ ~ /
~ ~
680 _ _ _ _._680 o ~ ~
11~r
-5+00 -4+00 -3+00 h00 -2+00 -1+00 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
W
Z z
LEGEND
EXISTING GROUND Z: Zia
PROPOSED GRADE ~LL.
J 00-
805.3 EXISTING CENTERLINE ELEVATION w Z uu
835.26 PROPOSED CENTERLINE ELEVATION d I--
w
ox
..w
100' 50' 0 100 200' 300'
1~ W
V) x
SCALE IN FEET C3
1 "=100'
O.
w
1'~A A
W
CTALBERT&BRIGT ~~:OFES U-
JUH
Z a SEAL r': ? = ENGINEERING St MANNING CONSULTA - 26421
- ISULT,ANn SHT. 133
"O 4944 PARKWAY PLAZA BOULEVARD, SUM 350 SUM 350
"-9j, •'F!~'GlNEEQ•`'` ~:`~~,c CHARL0ITE, NORTH CAROLINA 28217 k 28217
Ck E . P'HONE: 704426.6070 FAX: 704.426,6080 ,26..6M
www.talbertondbright.com OF 140

t`LO
..Y... ~ , . . ~ 6t) ,5- l L.Li Q ~
7sa ~ , . ~rv , , i i + 1 1 f F P i ~ f C7 d
f 4 i 3 i I i i ~ i i , i 1 ( + t' i 1 ~ i ( ; l r i f ~ ; 3 t f i ~ i i
~ ~ - ' r .,7;.,_ ..w. __r..... , 1..<..... .....,..wY ...,r,.w._ J ~...,.,....«.:..,..r..4.«._.»..n......,,,.,s,.....-,.....,....,...,....~.~.r,..w..v.r.-....,,..., Jn.»,v..,~,.,.r. .,L_„.....,.~,,.,,.,.....,,~»-, ».,..2,..». .w+,}...... ...r,... } Y 5 i ~ } ; r ~ i ! ' ~ f
f i ' 1 { f ' f ' f, t 6 ~ i f r . ' { s ; / ? ? ~ 1 ~ i ' ! i
's ~ { j i i i ; t i { # i S , , ~ fR,_, ~ ~ ....E.X~~~I.N..G..~GRt~U.~.Q....~... .w..... ~,._:._:._._..w _ r._. .n..,..~ . _.M. ; _.M_.....~M..._.._.... ._.W.n.~._~ 750
t...,.. t.,..... ,.,.~~M.w.„.. .3 ...................u....j.,.,........~.~.,„,,,.,.E...,-.,.~..,._.__..-S_...M.....,...,,....-.~-...w_,..~......-,.., i _k.,..,.._.. M..,. 4...~..-.w,_...~....5. .M ~G e......... ..w.. w.... 7aa ~ _ , ~ ~ g , E i { ~ I { ` i i ] s i 4 + I ~ ~ f ` ~ f i
i ( s ~ ~ ~ ~ i i 'r ' ' P ~ i i i j i ! j ~ i 1 r i ; ` € y t a F / ~ 1 i \ i 1 s
m V c rin..._ ~ti.~,. ~ ..w,~..~ww,S,.,, .„~N._~,~,,.,...~...., .....m~.,......M,~,,._ .,.~.~,...,~,.,.,.~.....3„~...._...,.w,,.,.~,m,,,~.~..., t,....N_._w,. ~ y,.. s..~ , } i { { ~ ~ U)
i ~ i i ~ Y ~ ~ ~ z ~ d { ~ Z _0 Z
1 { ~ r ~ , 4 ' ~ i , t 3 r i f ~ s J , ~ U) f--
~ i r . i t „ . _w .„L.,, . 4r. 1 „ ..4... g ' 74a ; ~ t ~ , 9 ~ + ~ ROPOSED G~AD~ ~ a ? ~ _.,w. ~ ~ w.... e ~ t W U
~ ~ i s t ~ ~ cr- F--
t , + ; , , F f ' r , , f ~ ~ w , V , _ M _ ~ ~ ~ ~ i~ ~ + t,.~.. v,..._...w . _ _ _..w.. , s r.. U}
f 1 j ~ F , ; ; f t f ~ ~ ? / 1 ? f i i J ~ 1 0
( d j} i 3 , , { ~ Y i 7 1 7 j ~ ~r• . t , 3 3 U
730 ~ _ _ _ K._.~_. w..... ' ~ ~ ~1 ~ , 4 ~ , t ~ i ; 730 Ly 0
t ; ; ' / ; j ' ~ r i ? t 0
. , .,,r.. .y.; . ,r...... . ~ ,.....w.w._,...~._.~...~._..,,. ..~..~.~,M., ~ f; 1 ~r i r... . 1 U?
i ~ s t , i w
. _ i. ' i ' f i I k r , + i r } ? ) }
i i } ~ t c /~a~ / ! s ~ i s it r~ 72U i
f ! /E f 7 ~ 4 f [ ) i t ~ _ ~ t i i i ~ ? f
i f ~ ~ ( t j ; r ~ i ~ / f ! j { , v.~,~~. ..«,....,.,,...rA,,. .»....T,,.,....., p .~...,,..,.~.w f ~..«»°{.~.,,«.„.w.«...«.,N.~,,.,.,_.....,....~,«.a,.~„-.....Y,.-,w.. ~ .,.,oHm.,~»...,,(..,..-«o-....,o,.,..».~..w-. t .,.,.....«,.,,....,.....~...~W...,._, I.....,,..~.... «.i ..M.... l 3 v ~ 6 tt ~ t s i
t 1 ~ r g ! s ~ t i t r i ~ ? ~
~ ~ f ~ f t f f { • ~ P ~ } r { j ! i E i fi ! , ' , f t f t 1 i N CO
r ; ............E .....~,....w_,,„....._„..._...,..,,... ,...M.i,......,..,,,..~..,~-. ~ r f o ~ f r ..f.. 1 S ) i f ! i ~ ~ i ' i j ) t t f v., . .ry.µ...T... v . ....rmw. w m.~~...... 10 ...k _ . _ ~~t_ 7 0 0 tt) 0
j { I ` ' i i , j i E ~ f = 1 ? ~ ~ 1 s i i ~ i ~ ~ t ~ I ~ ~ ~ ~ Y ' ~ a t ~ a ~ J i f 0. N
i ~ l ! i i . f ~ S ' . } t ~ ~ ~ i f i E E i ~ 1 r , ~ ' . . , . ~ _ v _ , _ v u,. W W N Q W
~ x ~.,».w..,,.~., »,,..M ' ,~.~km.- ~,..yw,.F,,.,...~.......~..,»,~ _ M.~.„».. ............_.f.,...o.w,.._...,5~...,», - 3 ..n,, m I i ~ i + LL CL N
' ~ ~ f \ , I € ~ , , i \ s. + 2 j r 1 ~ i s ~ i i s 3 ! ~
. , 4 ~ S ~ 1 ! 1 1 7 . ' ~ . . . W , w, „.,...v..h+3.. ,„..~....v j } ~ ~ r i E _r... •^F^ m
`m' s F t f 9 . ' \ ~ ~ 1 , ~ ~ , r , , m z 0 W Z m 0 0
p 3 ~ t i 4 £ ; ~ 4 / , , i 1 $ . ! f m D to W. Z
E I.,,..,,._„~... .....~~..w., _v...,..~..„a~...~._.,...,. ,.._..w.~ w.._w. _ ~ a. , . _ n.. ' fw t"" ~ ~ ~ i ~ ~ ~ , i W W Z y 0 3: U W .
i ` ' d ~ S 't ; } ~ ~ 1 J t 1 7 I w ° ° af m r
~ t + , , ~ ' z ~ f ~ k.~_., m 5 r,...... r..rn ,.....<~.rn...,.v. 7..r.w ,...ew.......»r.... .+...u..... ;./~.....n~.~...... ~x~...a,.r ....n.. n. µ «...v,.n.....w . . _.x $90 D py CL Q U
Asa , J ~ ~~j'\- ~ j ° ~ , ~ , i } i
t ~ ~ s , t 1 i { s i E i { i f ' i~ ~ # r. ~ ~ G , ~ ..~.~w__ _ ..w_,.~ . , ._..w. t 3
r ,.M.w,. ~ ....r.~,._.,_, _..,w..,..,..w..;....ur._M..,.~~.,..,~...,~..._~.m~.~.....,.... ........W,.. . , r . , ~w,..... ..,..v...,~~,, ~ ....G~ r. + o ~ +oo ~+ao ~+ao 4+00 ~+aa ~+oa ~+ao . . , v,.w... , ' s.,.„.,....,,. . w...,, r.. ~ a. 7+00 $+00 9+00 10+00 11+QO 12+00 13+00 14+00 15+00 16+00 17+00 1$+00
-5+a0 -4+aa -3+a0 -2+aa 1 00
I ! i t ~ ~ , { ~ 1 i ' , _ . . . _..r._..... M~,~., ~...._.v _ ~...w w , _ M . . ~ _ . _.M.~. _ n . , ~ _ - 2 _
( ~ ± k i t t 1 ~ ~ ~ ~ r f 5 i 1 ' ~ i y i ' § j ~ f ti 4 ~ ~ ` 1 i t r j r
~ t # ~ ! , ~ , f ~ ~ ~ \ r , s , , A a 3 ~ 1 ~ . .,.._m . w .-i„... ~ ~ f ..~.k-,. ._j.... ~ , ,...,1 j 741./ 740 Z
7''i'o ` ~ ~ Y f r , f J PROPO' ED G~AOE ~ ~ ~ , s # { i r ~r \ i }
2 i i " ! , , , r ~ r t t - \ ~ . ~ ~ ~ t i ti I 4
4 , ~ ' ? k ~ q..,. v'`. Y i
' ~ I a ~ ` 4 k F i l } F d
° ' i ~ '"tom p t , ` t i ' r.. ~ . w, ....._,_.,.m,~M „,.,_,~....a , . ~ ~ ~ s ? { ' t.. . ~ .,..i ..F.-. c.. 3O 730 z
3a , i ~ i ~ ~ tt ~ y / i./~ 4 ~ ! t ~ t f t EX~STiNG ,GROUND r
~ , w
~ , , i E ~ ~ ~ 3 . , . _ . „ ~ . ..m . . r ~ . _ ~r ~
E , ~ i ~ ~ f
~ , ! v , ~ * ' ' 1 _ w. . . . . w.. ,...~....w.., . . _ ~ , _ ~ .....w_. ~..z . .~nJ...... . x 7 720
r . ...n. .r` ,,.........m'r......,.....r.............nk.........,..r.-..w.r....;.,..w....v-.a.~......~.v-.................n..l~,,.i~n.n,.•.•...n....... rv....n,...,....._....r.Iw.n.-....w......,.~1... v..~..... ......,........n., i. n........... fw ,r ,.w .n... .,.r.. ..M,.. tt { F { S ~ / f i ~ I { j ( ~ E E \ ~ ( t ~ y I i ~ , i - 20 s P j
` i ~*y/ ~ , S r i f f f s t ~ f i ~ S # d j / ~ + ! 1 .
,.,.f.. .,W ,w..,...~~.-~ ,...-..,W._..-.m..,, .,.,_..~..,,...,...X,.W_..w..w.~.., ,M... Q _~ty.., w.,.j~...~, ..w'~...... j M ? } ~ ~ i c 7 ~ , . , . _
r t tt i z s i ~ ~ ~ ~ ~ , 2 t '
< < C C 1 f Y i t , , ~ r t i i ` t y } i i a , ~ , , i ~1 I `t . , t . i ' .710
P m ' f P I F ~ C i f ~ i i i S ~ E ~ i ~ 1 f 710
r ; t { ~ f i i j { i S
i ~ ` E yr.. ~ 'r ` i e ~`9 5 i.:« ...w.+...,,..,..5.-........N......,W..,,..~...w.~ ~.,........5..,,....,.,.,,«.,.,....:..,..,nrr.......,...,.......{..,...........-.,..w.....-w,.m,-,-.,.-w,,.,......,..}.v..«.................n,..h............~..«.,.........~~ .,...n.w..M....«.. ..N...,......,..»... . ~ k ~ t , , 4 , r. .
+ ~+aa ~+ao ~+oa s+aa ~+aa -5+aa -4+aa -3+oa --2+ao --~+aa a ~+aa z as 7+00 $+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 1$+00 19+00 20+ + 00 21 00 22+00
W
C~
~C
IW6 vi
V)
Z a S Q
z ;j D z
Q 0 ~ LL.
W 0.0
w .J Cl)
co W
C* w 0 0 x
.r.
cr.
S a
W
V) X
~C
CL 0
Q
z
LEGEND w
t pl, /I ~lj
EXISTING GROUND 1
~A TALBERT&BRIG 100' So' o loo, 200' 300' = z 'a SEAL INGNEERING 6c PLANNING CONSULTAN
PROPOSED GRADE 100' 50'
26421 gSULTAI-M S HT. 132
4994 PARKWAY PLAZA BOULEVARD, SUM 35 SCALE IN FEET GiNEEQ•`~R'~ CHA1tip'ITE,NORTH CAR(7L1NA 28217
805.3 EXISTING CENTERLINE ELEVATION A 28217
1100' PHONE [phone] FAX: [phone]- OF 140
835.26 PROPOSED CENTERLINE ELEVATION t7 ' ( www.talbertandbright.com
- -
-

Q

,«....M. ~ ..~.v.... , , , _ ~ ,w. 1, .,t_ _,._w. .........o _ ~ . , .M J ( n.s w ? Y LLJ
E ~ ~ ~ ~ r } c 1 s i i ' ! 1 l ~ 1 1 d C7
t t ~ 's x s t i i i j 'r t ~ s ~ r E ~ ~ • r f 1 { f ~ ~ ~ _ ....,....w., ~ i k ! i i i
f t »~.mM ,„.,,jC m, i.. { 7 1 t i ~ , v,.. w... ~ 750 ~ _ . 750
1 1 Y ~ ~ ~ ! ~ l ~ ; i , '
1 d k ' E f r r j ; , , . . ,ti....~ v._. ~ _ . _ _ , _ ~ , . . , , _ . _ .....,w__ ~ m, .w..._... , . .
. '
~ PR4PO~ED GRADE i ~ i a ~ E ? ~
r F « ,w . v... . M My 740 . ~ ~ .w.. ~ , v._. _ . ~ . , ..~._.w., _...m, .~._...r . . ~ a ~ t f°. ._x ..y._.. ,,~.y..,«.,.r. ,w, e ' 40 740 z
y' ' f ~ j 3 ' ? ~ 0 Z
e. f ~ r t i F t F - . i'' ~ ~ ~ ~ ' ~ i i i ' _
1 ' ` ' k i ~ i i ` ~ s , , , U w :D tr
I 1 t 1 i { . ! ~ ! ~ i i t ~ 3 t i 'f ~ E wtir,w.~ OG
. i , ~ 4 i E { ~ i P i E ' ` ...,.....wrw.. , i 'i n > f f ! ~ r r i cn 730
7 t g i 1 t f U
I E t k t ! i ; ~ ¢ : ~ i S f } C ~ i ) 4 a ~ ~ 4 I, ! 5 1 i i ~ i i ~ i r'/ / ~ ~ r f t i r i Y ` j { Y t , ~ ...,..~,.J..,..... « L y,. v. ry
t ? i 's t € i ~ ~ ~ i 1 i i ~ i r ' f j S y I Z~w { 4
i i 1 ' ' r ~ ~ i ' I 3 ~ \ ~ t/' ~ i ! i } ~ ~ i ~ I ( t } ? ~ ;r O
f ~ r i i s i « . . A.. 3 ~ .w 720 ~ ; ~ ~ ~ ; ~ 'i , r f i A ~ ~ a..... , . , i.. , ~ . 2a w 720 VI)
F + i = ~ a ~y 1 a i\ 4 i ~ , i l ~ i 4 1 r f 't ~ z ~ f s ~ v f w
E t ~ Y { l t x ~ ! E ~ _ EXI'~TING EGROU tD ` ! ` ~ ? r t j Y E { ! t e w
t ' i ~ € ` ~i.. i i ~ ~ , r.. ~ i i
k ! ~ ` ; ? i f E ! P ~ a t g ~ ~ ~ > i V ~ i # t 1 ? ~ \ ' € ! ~ i n -It LO
4 ~ t 1 ~ r ~ ~ ~ ...,-..,.w.,.1..,„._..._.~,. l..,..~_...,. ,i»« r~.._-,.....,...M.,t~.,,..M ...f.., ....w....., »i.....,....,..»« ..n.-..,...,..,,, s ~ E F ~ t ~ 710
710° { ` i s ~ , l I j j ~ E z t ~ t ( \s r i ( E ~ ~ t E E ~ E ; I f ~ i E 2 ~ Z } i
{ r t z 's $ ~ i i d i { ~ . ' 1 i ~ E 3 { N 0 LO
~ { i r ~.w t 7 € ~ ....-v.... . .m,...... ...,.v..,.-.., .........,..w. ..,_...,...M... ~ t ~ r , Y C7 LO © N
~ { E k ; 3 e ~ i { I ( V E ~ ~ g ~ t { M1 i ~ ~ , 3 t 4 -t
i I v ! ` S _ . » 4 ' i t f i _ , t........ .t _ , y,^ .~...t „d....... , ~ as i. I- 0 U
700; F 4 { i ~ 2 r . ~ ~ ~ ~ ~ j f 700 aw twt o
d tt ~ ~I~ ~ 1 ° F ,r i s , ` ~ 1~
y , { ' l .n ~ ~
u _ _ - ~+ao ~+oo ~+oo ~+o0 6+ao -~+ao ~+o0 5+00 -4+00 -~+oo --~+oo ~+oo o ~+oo s+aa 7+aa 8+aa 9+aa 1a+aa 11+00 12+a0 13+ao 14+00 15+00 16+00 17+00 18+00 19+00 20+aa 21+00 m w Z m D
n (n ui m
7) UJ
Fn ~ ° Q~ s Q
0 Q- a_ © U 0
. N..,. w.,_..__~ ..w~m~. .w.M.w~,. ~.w.~..,..... ~w»....,~,~ r,..«.u__w«~..,~a...._ ..v.. w,». . r ~ 760 ; .w~«..«. a ~ w , . f.. ~«.,a_ ; .r- . .u.. . ~ _ . . . , . ._M.....w . , r _...v._,.~. ...r_. W . r . w. v 60 , ` ~ j ~ { f i 1 _..760
' ~ z ~ I J S ~ ~ 3 ~ ~S, f t 4 ~ 1 ' ~ }
l a i i t { f ' t t 2 i r ,.............,,,.,...Mow .,.r...,.~_........,......~,..,.,..,....«..r-.......~..,., w,.,««.~. . _ t i ~ ~ 1
r i ~ ~ ' s 3 1 4 s { i
4 $ 9 } F ~ ~ + j ~ i f ; # ~ i ? ! i i , t
750 ; ~ ~ { .i E ~ i 5a 750
~ { i ~ J t ~ ~ i 0- Allik
i { i . ~ { { w j ~ . I ~ + i f i ' i ~ _ ~ ~ ~ " ~ ~ r . , . , , . ,._.e..~ _,.M_ . . .n. . _ _.i . 0
,,,.,W ,.,..II ,d„.,, _ ~ t j 1 i i ~ i i. i ~ ~ ; ~ i ~ } ,.r'
3 ~ i i , 4 t moon
{ PROPOSED G ADE o i ~ 74 ~ _ w , y. r 0 ; ~ ~ y r ~ 740 'd
i 3 i' I i f E ( ! t ~ r ~ .J
a > > i ? ~ f ` ~ t ~ 1 } ~ ; ~ . ...4...„ x
7 ¢ r,...,,}... . , L.. ' \ ~ jj r Q Z
t i ~ ~y" t 1 { ~ f I ~ 4 / ~ ' ~
~ F ~ S . ~ } ~ ~ ~ v i f . , . .._,.w,. _ , s , ~ ti'` r _._..~.,..,..r, __e..~.. ~ 730
f ~ i r s i i ~ ~ ~ a t i t r t i ° r a ~ ~ 730 'r ~ ' s { i ~ ~ ..T.
j f 3 ! i ! 3y ~ i 1 ( ~ i i { y i
~ 1 ~ .r,w v» ewnw,.w, -rcu, vn•.. .r« .~w.n..« «v.v,«,..... .n,. ...............u n....~..,. ....r.~ ? , i i i j ; ~ ~ i., ..........,.rte f } ~ 3
i i ! k t I ~ ! t ? EXIS ING GROUND ~ s ~ ~ ` ~ e f +
~ a ~ F ~ i : _ _.w. ~ . _ , , ,.T.. . K . i j i. + ~ ~ J ~ f ~ 7 ..R.... . w....., za 1 i'- . ~ > W . _.....ti 720 ~
720 _ i ~ f 1 i i f r ( i i i i i ~ i i ~ + ~ i ~ , r ~ ~
i ~ t p^r } i ~ 3 l / ` ' ~ , ~ ~ r ~ } ~ ~ {
i 7 ~ 1 , . , ......a i, _ , v _ i , ~ ~k_... _.i.... ..a r k i ~ ~ ; a
f ~ i / \ ~ i ~ _ ~ t r } ~ 7 I I s ? is
' g 'r 1 ~ r s ± 3 i t t i q ; ~ _ .«M,,..~ , ~ i ; 3 i { ' ~ ~ j ~...y ~ 710
`t i ' ' \ ~ i ! ~ 710
i ~ ` , ~ ~ i t r f 5 ~ 3 r + 1
{ € _ i t t F ~ t ~ ~ ~ ~ ~ i.. ' } S i r ...u... ~r~ v. ..,._..r t i . i t 1. .1.. 1 ~ ` -
t 4 ) 7F t ~ ~ r ~ ~ 's. j t ~ i / S 3 i d F f
~ ~ ~ 1 i ~ ~ ~ i ~ ! / i F { i t 3 ~ } ~ t t ...„o.... . ,r, 700
700: { i ! i / t i 1 ~ ~ i f i ' i~ ~ f „ i {
i ~ + ~ , £ j ~ f i
I i i 1 « ,_...,...~.,M.,.,., . ~ _ . , . f , ~ ! t , t t ~ , 4 i i
p .."r f f i , { ~ s I j ` { i
i F 'r 3 . { 4 1 # 1 { a i. ~ r s { ~ r ~ j t ~ ~ « i t t { i LLJ
.~»-,..,..,.....nw»..«..r ...~~,»M.«. ..._.......n,-..., M^^. .e....wY'...,.,..,n,....,..,a...w .w.,,..... «Y........,w....,..«,y.--.».._ m . . ..,,M. . .w..,, . . ,.,w,. ~ - 3~ ~ i . ..y,,.. ,y h..,... , . . , , r 90 r , 690
r ~ ` ~ . f 1 ~ l ,.1 t ~ i } c r s
IE F i . xw, F ~ ' ~ i ~ z . . , . ..w,:..w . . , , , . .,...~w...w.....~.......... _ _ z z
-4+00 -~+oo -~+oo -~+oo a ~+ao z+oo ~+o0 4+00 ~+o0 6+00 -~+oo --~+oo 11 s._ _ .w _ 6+00 7+00 8+0a 9+Oa 1a+a0 +00 12+00 13+00 14+00 15+a0 16+aa 17+Oa 18+aa 19+aa 20+0a 21+Oa
® V)
z, 6j
< u- V)
W~
JZ W MJ t~ CO FAM
ui
co w
0 s
W
u
V) X
\r/ N
0
CL
W
Q
Z
LEGEND I /V J
EXISTING GROUND
KI J:)JLXL TALBE & ur 5 l°• 0• .F
PROPOSED GRADE 100' 50' f f r r r T~ I ao 50 a 1 o0 200 300 SEAL r-:
r ENGEqMMG PLUG CONSULTAN 26421 4SVLT.['LN1 JHT. 131
'C! a. 4944 PAR"AY P]:A?.A BOULEVARD, S1L117'E 350 S= 350
805.3 EXISTING CENTERLINE ELEVATION SCALE IN FEET - •NG1 NV... CHARLOTTEt NORTH CAROLINA 28217 A 28217
PHONE. [phone] FAQ, 704.42644 k E, 1 =100 ,''llflll! 1www.talbertandbri9ht.com 126-6080
835.26 PROPOSED CENTERLINE ELEVATION ~ Z (P OF 140
- =moo

L
..,y,.. W
© Q
EXISTING GROUND
76 . . . _ . 0 760 760
, n,.. _ . _ _ ,

J, r,,,
r ~ :..,a, 754 . , ~ _ ~ _ _ _ _ . _ _ _ _ _ 750 750
~l \ r`~ \ p Z
~
. U
PROPOSED GRADE h-
j a , _ . ~ ~ . _ _ . 74~ _ , ~ , . ; , , . ~ J _ _ _ ~ _ _ _ _ 740
740 Z C.~ U
.r- f 'y, L~
r O Li
,,.n I Q
r ....._...,,a...,.. _ , . _ _ _`--,-~,1._~\ 730 W
730 _ . , ; z . . 730 < W
.r' 1 . W
~ _ , tx
720 _ . , 720 ::720
i' N to
~ i © O ~ p
~I ~ N
710 _ . , ~ w...... ,.,wv , . . _ -710 W w ° W CL. tl N C..~
{ I~~~
m Z O m W Z
~ U U M ~
700. _ . _ _ _ i _ _ _ _ ~ _ . _ _ '.700 :700 ? V) ) ~ 0 W
cn o p Q W F- W c~ cr r~ _ <t
. © o, a. a U c~
r 00 x.00
a ca ~
- ~ ~ r~ 690 _ w _ . T ~ _ +0 _ _ _ _ _ 690 690
00 4+00 -3+00 -2+00 1 +00 0 1 +00 2 0 3+00 4+00 5+00 6- -~+ao 7+00 ~+oa 5+ i 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17-i-00 18+00 19+00 20+00 21+00 +QO
4A
® ®C
750 ~ ; , _ _ _ . _ _ _ . _ _ _ ~ EXISTING GROUND a 750 OC
f w
~ ~ -
PROPOS~D.GRADE - r ' ~
~ ~ . , ..,..N ,w , 740: r z 740
I' -
V i ~ 1 / ~ r i ' J
, . _ y ~ . . n.....i . _ ~ . _ ~ ~ ~ ~r I
~
~r. .:...i.., ......,..n ~ a n.r..... ~ ~ 730 ~ . , M ~ _ _ _ ; _ ~ \ _ _ _ _ _ 7 ~ ~ ; 730
f W
,
n _ . , ~.....,...v, . ~ E ~ fem...,
~ ~ ~ ' /
3..., ~/y7
720 r. ' ~ ~ j 720
1 _ _ ~ ~ _ _ _ _ .
l
i _ _ _ 71
710 ~ , _ _ 710
_ ~ r
F
.w , . 700 r _ . _ v j 1 _ _ _ _ _ J _ _ _ _ _ _ ' 7 _:700 ui
- n r. "n..i c . . . , i.. r ~ . v .v,Fi. ...r. ~ u.F
N -CV `,t;
690: ~ ~ 690
-7+00 -6+00 -5+00 -4+00 -3+00 -2+00 -1+00 0 1+00 2+00 3+00 4+00 5+00 6- 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17-I-00 18+00 19+00 20+00 21+00)NVV +00
Z ® co 4004 <t
z Zr J I~j
LL C)
ui
mi W to
~ tl~ IW
co w ~C C9 0 X,
tL
DC
w _C
F- W
x
N
Lo ir~ro 0
Z
LEGEND W J
fit° TALBEXXT&BRIGj li,..
EXISTING GROUND
.41~,Ssff 100 50' 0 100' 200' 300 = ~ ~a SEAL
PROPOSED GRADE 100 5C = 26421 = ENGIlVE@RNG & PLANNING CONSULTA -o 4944 PARKWAY PI.A7A BC)LIIEVARD, S[R1'E 35 )NSULTTANn SHT. 130
A S= 350
805.3 EXISTING CENTERLINE ELEVATION •'FNGINEE~r' SCALE IN FEET CHARiATTE,NORTH CAROLINA 28217 qA 28217
E . ZJPHONE: 704.4266070 FAX: 704-426,6080 1"=100' ~-42b-6080
835.26 PROPOSED CENTERLINE ELEVATION I Z.fgwww.talbertondbright.com OF 14
t
-

~r LO Lr)
_ _ _ _ :750
50 ~ 0
0
EX! ~lNG ' R N 5 G OU D
_ _ 740
740 ~ ~ _ _ _ . . PRQPOSED~ GRADS ~ ~ - ~
. F , . _ ~ u ..,w...~. _ ~ ~ ; . _ _ _
~ r / V)
~ ~ ~ r ~ ,,,y. _ , _ ' ~ \ _ _ _ _ _ _ 730 0_ O O
_ ..Y , , , . ..,.~,.._n, .,..,,...w 730 W c) U
' / ~i
.w.. _ V) V)
~ i
`e.~ _ ~ _ ; _ _ _ - 720 U O
,r,. , 720 ~ . : ,..;.,M _ , . _ . t.. a o

, ; . ,.w _ . ~ ~ . _ LLJ
f Q Q
{
710 ~ , . ~ . . n... . \ ; 710 w w tr ~
P AflE Pf~O OSE~D GR . \ ; N 14) d' L
_ ~
N cD
. . , ~ v _ .x , . , _ . , _ 700: PROPOSED_GRADE t ~ !700 O 0 LO
0 -1 0 N
_ _ _ i _ F-- t- 0 m U
r~- t Qo w w N CL w CL CL N --:1 0
t ~
r~ i _ ~ , _ 6so . , w w , ~.w _ ..N _ _ , ~ . 1. _ _ _ _ _ _'690 o O
-8+00 -7+ -6+00 --5+00 -4+00 -3+00 -2+00 --1+00 0 1+00 2+00 3+00 4+00 5+00 00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 73+00 14+00 15+00 16+00 17+00 W Z M
:D M C) V) LLJ V) °w v ~
3: C) w
w w w ry s Q c~ ct nL a U co
_ _ _ _ _ _ _ _ _ _ 1 _ _ _ _ _ ~ _ ~ \
770. . H . . _ . ~ . n.. , _ 770
4 ,
,.r ~ a... ~ , _ . o . . r _

, 760..,,.. W ~ w 760 4A
. , M
i ; _ ® ®G
EXISTING GROUND r
i -
750 _..,,r.._,.... , _ ~ ~ . 750
r r PROPQSED GRADE:; ~ w .
f
~ ~ ' ~ 1 I i i ` 1; ~ ~ Q
> s. .n . ,v. u.,, . 740:. _ Z ...._,.......,_:740
f ~ ' 0
f
( 7
t a ~ y s ..1.. . 73a . ~ ~ . _ _ _ ~ _ 'I_, _ _ ± ~ ~ ~ 730 aG
~I W
720 _ 720
~ \ y ~
~ _ _ \ /
~
_ r 710 710
. \
i 2 '
_ _ _ _ _ _ _ _ _ _
700.:......,... w:;~.., .w.. ~ . ..w _ , w. _ ~ . _ _ . _ _ . 700 W
~ ~ a }
n, ~ t
Q:UI d' N z
698+00 -7+00 -6+00 -5+00 -4+d0 -3+00 -2+00 -1+00 0 1+00 2+00 3+00 4+00 5+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+ NA,\A ASS; G<""; = TALBERT&BRIG 100' 50' 0 100 200 300' ~a SEAL 6 9 0 Q o 21+00
Z CO U)
U. v
0 V) W (3 tJ
.i Z wqt
tow
ow
co w t O=
w co
w
0
E- W V)
x
+C~ N
~AaC L0 IY~. 0
w
Q z
LEGEND W
J LL-
EXISTING GROUND r
PROPOSED GRADE 100' S 805.3 EXISTING CENTERLINE ELEVATION = 26421 = Et`1GINEERING & PI.ANNNG CONSULTA -o c 4944 PARKWAY PI.A7A BOLIIEVARD, SLJfI'E 35 >NSU LT'ANT'S S HT.
129 D, S= 350
SCALE IN FEET ,Q~ •k _E , CHARLOTTE, NORTH CAROIdNA 28217 qA 28217
C ~ PHONE: [phone] FAX:[phone].6080
835.26 PROPOSED CENTERLINE ELEVATION 1=100' '//Iitj. www.talbertondbright.com OF 140
- -
- - - - -

20+00 LO
_ _ _ _ _ _ _ _ _ ~:~o w O
750;...... _ _ _ Q M7 O O
740x___ _ _ ~ _
J _
cn Z Z
EXISTING GROUND ~ O
730 i _ 730 _ ~ / V? t=- W U
- ~ \ -may. _ _
z d
PROPOSED GRADE ~
720....... _ ~ LL~ 7LO C7 W
y ~=/J / ~ _ _ PROF?OSED ;GRADE J ~ W
<t W
-i w
710...... _ _ _ =W__ 710 W
PROPgSED GRADE J ~ v~ r-- LCIq r~7 rt' LO
J' V~ N
700:.... f~ _ _ _ _ _ _ :goo O O LO O
i ~ N
i F- O m v
y/ _ _ 690 i w w N CL w CL CL N
i
l ~ _ _ _ _ _ _ . 690
W Z m w
© h-- v m O
o _ _ _ _ _ _ _ _ C) LLJ V) Z W W Z C) w
M 'M
680 O 'O r r © a n o v o
-8+00 -7+00 -6+00 -5+00 -4+00 -3+00 -2+00 -1+ -1+00 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
_ _ _ _ _ 750
750.

_ _ _ _ _ 740 IL-
740: /~v~.-'_. _ ~ \
i'
_ be
0 Q
_ \ ~ _ _ _ 730
730 _ _ _ rj
~ ,
_ _ _ _ _ _
. - ~
W~ 40
720 W . _ _ _ _ _ 720
f/~ Z EXISTING GROUND 0 ~w Z
i _ I^ J_~__` _ L cG
LLI ~ _ _ _ _ _ Z ~ - - - W
J
710 W _ _ y _ _ - ~ _ 710 ~Z
F~
_
_ ~ _ _
PROPOSED GRADE v
700 s_ . _ _ _ _ _ _ :700
690 _ . _ _ _ . _ _ _ _ _ _ i 690
W
680 _ _ _ _ _ _ 680
9+00 10+00 11+00 12+00 13+00 14+00 75+00 00 76+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 z
a
itl cn
V)
Z
D Z to J
Lin C)
H
J Z w
4c cl
cr. co w
CL 0 0 x
W V)
x
N
W
Q Z
LEGEND
li..
EXISTING GROUND ~C A TALBERT&JDRI(il RIGHT
PROPOSED GRADE 100' S 100' 50' 0 100 200' 300' is SEAL r-'. y c = 26421 = IINGMERtNG 6z PLANNING CONSULT =y'•.,F ~R.:~~,= 4944PARKWAY PIAZt1BOULEVARD, S[JffE SCALE IN FEET :)NSULTANTS S i T. 128
LLD, SUM 350
805.3 EXISTING CENTERLINE ELEVATION .NCINE CfiARi.OTTS,NORTH CARpLiNA 28217 NA 28217
704.426,6070 FAX: 704-47.6,6080 4-426.6080
835.26 PROPOSED CENTERLINE ELEVATION 1 »=100' p/ck E . PHONE: Z 1$.p(r www.talbertandbright.com of 14p m

- - - - - - - - - - - - - - -

15+00
LO W '0 -1
© O
760. _ _ 760
_ _ _ _ _ _ ' 750
750 _ _ _ _ _ U) eZ Z
V) 0
- ~ U
EXISTING GROUND ' ~ D GL'
_ ~l~ _ _ 740 V)
740 O
- i U
0
~ ~ w
_ i _ _ _ _ d Aso a
730 _ _ _ V. Q
i~ W
;i _ ~ W CL' .
?x
JF
720.. _ _ _ _ _ = W !720
~V' W ~ _ _ _ N Q0 O 0
LO O ~ N
PROPOSED GRADE ~ PROPOSED GRADE
710 _ / _ _ _ _ _ _ _J10 F- O M U W W N CL W
cL N `7 a
j ~ _ _ _ _
z 0 w z m ww
~~i
_ _ _ ' _ _ _ ! 700 LLJ F- w V) 0 0 z
0 ~ U W Fn w ° ~ s Q
a n a, a U
690 - _ _ _ . M _ _ '690
~n u~
~ r':r
-7+00 -6+00 -5+00 -4+00 -3+00 -2+00 -1+O 760" _ _ _ . -1+00 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 Ab AWL
h
_ _ _ LlAIL
_ _ _ _ 0
_ _ _ _ _ ' _ _ ; _ _ ? 760 oG
0
~t
.EXISTING GROUND
i Q
/~J 750 - _ _ _ _ _ 750 z
- ~ \
~ _ ~ ~ _ _ _ _
i~ ~ 4
~ _ _ _ _ 740
740 _ ! _ _ __"---j W
h
-.,~i_ ~ Z
730
• 730. W ,
v! _ to
_ _ _
Z F ,
_ _ _ _ 720
720.,. .=W _ _ _
F ~
_ _
PROPOSED!GRADE... _
710 _ _ _ _ _ _ _ _ _ 710
W
_ 0
z
d
goo. _ _ 700 Q V)
V)
Z ~ Ia
690 NOW
0
Z N
9+00 1+000 11+00 12+00 13+00 14+00 15+00 X00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
co w
x
cra
~r awwr
rrrrr
W V7
X
fir/ C~!
Lo O
W
Q Z
LEGEND 1\ A
y vv WA lx..
EXISTING GROUND C lfJ R " TALI' ERT&BRI ~oF~ss; i
PROPOSED GRADE 100' 100' 50' 0 100 200' 300' = Z ~a SEAL r'. ? 2 ONSUL,TANn S HT.
= 2s42i = ENGIIW.ERIlNG & PLANNING CONSUL -o 4944 PARKWAY PLA7A BOULEVARD. SU11E 127 aW, SUM 350
805.3 EXISTING CENTERLINE ELEVATION SCALE IN FEET CHARi.(71TE,NORTHCAROLINA 28217 aNA 28217
'E PHONE: 704426,6070 FAX: T04-4266080 D4.426r6080
835.26 PROPOSED CENTERLINE ELEVATION 1"=100' ~ y ~ • iD~! www.talbertandbright.com am OF 140
-

w LO
. i i ~
~ a r 0 O
t _ . _ _ ~¢o _ _ _ _ v _ 740
t ~
t i ~ i i ? , r EXISTfNG GROUND .
r
~ ~ f E Q
( ~ ~ ,r `1 t _ . _ ~ _ _ . _ _ . _ . . _ _ _ _ _ _ . 730 73C} Z
730' , ..r _ . , . , , , u U3 O Z V}
x i r- \ O z
.N r"`~ l V) O
. PRO~oSED GRAD / ~ U C~ cr-
i _ _ _ . ~ _ . . ~ _ _ _ _ _ ~ ~ . - - 720 O
7za ...v.w .~..~...._...x_.........r......._~ _ , .w_ ~ w. ~ / w. 720 rn Z m
} ~ . o r v ~
..~.w.~. ....~.rv _ . . i . ~ ~
o ~
..M~~., ~._..H._.. .v... ._...n~... . \ PROPOSED GRADE`; . _ _ _ ~ ~ / . _ _ _ _ 10 ~ z
710, n r f 710
i w w
_ .r~..~.... .rvm... ,..w.u _ _ _ i _
c~ t
z .t- LO N J`~ 1--
700 Mw,w~ , m.. v . ,u.., . ~ _.M . _ M..... v s _ ~ ..,.;.700 700
N ~ C7 0
3 ~ O Q N
. ~ t N N , mot'
r. _ . , . _ _ _ _ . , , 690 __........3 690 w w N C w
+ao ~-~+ao -~+ao -1 +oo 0 1 +oo ~+oo 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 LL CL N O
m z o
m_..,,~~ ~ . m....__.....r.,..... w...~~, t~ . ~ _ . _ . . ~ . m .N j i W Z D F . m © (n
s ' z , t f , W (n
t l j s i. y, ,r.3~ ~ i f _ _ r___ J.~~` . . _ _ - +750 U w
730 ,_~n.~.„ , s ~ i r-~-~"! EXIS71t~ " ; ~ EXISTING GROUND w w Of w z
i f ~
_ i!-~
` ~ r~ry„ f r i ~"+~n.
r , f ~ ~ ; _ _ _ _ . 740
740 , ~ , ,
E
.a,.. w, w~ . v
G ,
f s s . ,
73o f „ x ~ ~ . , . ~_.,,......~...A..... , _ ; S 1 t 7
s, ch
t , : ~~ow~s~~.....cRAa~., ...M ~ w, , ~ ~ ,.w ~ _ . } ~ _ DG
Y ~ i ; 1
~ i „ t ~ 'Q
fro ,~.-~m ,.M. Y .,.,...,w ,..r . w 1 ~ ~ rt ~ u , . 1 f _ _ _ ~ 20 J
i 1' PROPOSED GRADE Z F
k f f r , ' ~ i S ' 5 vi ~ r,r,. ~ v .M1w„ J _ . _ _ r_ _ _ _ 1. . Z
t t ~ ( f
i ~ „ f S F y T a
~ ...r..«.w ! ..v ~ .a.n . w. u. w w. r ~ w.. . . n a..,.w„. ...n ,,.w n• w.r..._. f,...rv,N r.... a... „r.=..w. ~.ev.,r..,........n~»...'., w....,..vn l„.v . 710 ~ , F _ '~i,.. _ ;7 N
Q.
, .,~mM-.
i I IY'
~ ? { W
~ , 700 ` .,..N.. w. _ , _ _ 7
~ 4 ! ? f Z
1 1 l
f
' j , b .,..M a y ....,....w .....n ,.i,.... .....:~.r..,.r«.....-.....v... ,e.. ~ . 3 r r. . o.. . f =6
690 ~ NN
N ~ a r -
. . . r , , , n ' ~ . 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
-7+00 6+00 -5+00 -4+00 3+OQ -2+00 00 0 1+00 2+00
750 _ _ _ , 750
,
agar ~ raia~r
LEGEND 0
Q cn
740 _ 740 cn Z co Q
EXISTING GROUND a
! EXISTING GROUND
- - PROPOSED GRADE U
aa~ai LL (.o
730;, 730 805.3 EXISTING CENTERLINE ELEVATION L 0
ej` Z aaairi
835 .26 PROPOSED CENTERLINE ELEVATION
4~djw CO w
W
720 I\ as ox
Z~ Maws
~ 100' 50' 0 100' 200' 300 w O
F ~
710'. X
1 1 M SCALE IN FEET N
Vw 1 "=100'
IL 0
W
700: ~ 700 Q
A 1/\ PROPOSED GLADE Z
W
690 ~ T TALBERT&BRIG s . 690 ~q•.Z~, UGHT
ca SEAL ENGIlVEERiNG&.PLANI~TINGCONSULTAI
26421 NSU TANTS S HT. 126
13+00 14+00 15+00 16+00 1 ~ 4944 PARKWAY PLAZA BOULEVARD, SUITE 35 )d 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 ~,P'•.NG~NE~: (:HARLOT'I'B,NORTH CAROLINA 28219 D, SUM 350
,!Ck E ~ PHON& 704.426.6070 FAX: 7Ww426.6080 rA 2821?
If/11.1jill 1.0 426•b080 OF 140
www.talbertandbright.com 1 Mato
~J,j mill
-

f~
LO
D p
_ _ _ _ _ _ ......760
O V) ~
U
a
` _ U
t O
U-
i EXf~Tlid~ GRf)k~ND~ 750 V)
G ~ w
W c~
t-- N t~ d' tI)
N
© O LO
d"
W W UN tL <C W rL M N Q
4 . _ _ ~ _ _ _ _ . _ _ ' 740
r '
m 2 O W Z m p
ui ~
I 2 C~.1 m ~W U
U W V) O O <~C w F--
W GL' iL [L = Q G~ Ll. Q. Ll U t~
""1~ '
.r"~+ PROPOSED GRADE
.rte"' ~ . P04-12

EXISTIi~G GROUND ;s !D _ _ _ _ _ _ _ _ _ . _ . ~ 730
N Ab Ask
r ~ II
N W M
RAD PROPOSED G E
II Q
00 w F

it 0 Q
w _ w._ ~ . , ~ ~ R.. , '720
i t 41n^r J
II W 382.40 LF 18°' RCP CLASS iii ~ 0:70% ® Q
j ~ s Z
Mir i i Z((~~ ryry 1q 0
.,,J(? f . f 387.18 LF 24" RCP CLASS III Cr 0.51% --___i_ 382.41
~/v ~,1 387.19 Z
A5S 111:. RCP Ct~ ~1" ~ 3$$:35 ro
of m uj
71 O ' ~ . , _ _ _ ' _ _ ~ i 710 Z
iw o
O J N ? j o~ az
. 6 ~ ~ ~ w r 388 •
a~ r-- II o
_ . v ~ , . _ _ _ ~ ~ _ _ _ _ _ o.~
' z r O w wzo
z z>;
z~ azz
O- ~~-a o~ _ ~ ~ N
1 ~ ©~v ~ Sao _ . ~ . ~ _ _ . . _ ~ _
ui
Z
Uj-
mi L
M Lf) O ~ 0) UM
Z 0 r
690, M Cr. t+~
WZZO J
Z Z Z - < un J Wo V)
o= - to z 0 r,
KOCf>N low
10+00 11+00 12+00 13+00 14+00 15+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 J 0 Z~
W
='*'nA='O '04-12' •eE W
P04, LEGEND 5 P04j PnA-m08j CL Co dX
a 2 ~ Ca
cro m w 4 `U
0
0- N to
0
w
Q z
w
DRAINAGE o~tuuttegtee~ 4 9 ) 9 ,,cease, ~ i J_ Lt_.
ftW
50 25 a 50 1007 150 a ; s / & (3] w® e•• G p ~ r /+p •Q r o a Q r
- - EXISTING GROUND SCALE IN FEET • 14613 25421 TALBER wpm BRI L : ct SEAL r . EN IN : = - w = G G.PLA1GOaNSULTAl )NSMTANn S HT. 125
PROPOSED GRADE 4944 PARKWAY PLAZA BOULEVARD, SUM 35 D, SUM 3,50
PROPOSED CONCRETE PIPE • ~v NDIZ Engineering, Inc. CHARLOM NORTH CAROLINA 28217 vA 28217
1 =5 VERT. Alf of the Carolinas k E PHONE, '104-426-6070 FAX. 704-426.-M ee A ~a . , -4z6
eettMUM" t~ lti /<<f f r i t qW\ . www.talbertondbr? ht.com OF 140
128 S Tryon Street Suite 14001 Charlotte NC 28202 g =mood
- -

to
PO D p
V)
O Z to O
U
L1C :D
W
0
U
CK 0
d
(n
W W
CL'_
N tom} d' tf)
N ~
t( 0 L 7 0
N
h- 1- U M in U
w.~ . , . _ ,.w~w W W N CL Q W CL 0. N GJ

y ~ ~ ~ ~ M Z O ° W z m W
LLJ V)
73a _ . _ _ ~ , w . _ ~ _ _ _ •J ~ _ _ Z C) C) ui V)
~ - ~ / _ EXISTING GROUND _ _ j 730 CD Z Y Fn O O ui
~ W tL ~ Q~- T Q 0 LL a_ 0 U L
v ~
r_ _ w,... . . _
AD ANk
Q P~opas~a c~Aa EXISTING GROUND
Poz-o~ _ . _ _ _ _ _ ..........720
20 ~ _ _ h t~
II ~ ~ w 1=- N P02-04 Mno
~C rn
x ~ II -~W r*~ OC
h-. , a, _ , ..,r , . . , _ _ _ CO _ ~2-~ _ _ 0
C.a u
IW- M j
Q ~
~ PROPOSED GRADE I z
:EXI~T~N.G._..cR~~1.ND ..._..._.w...:~ ~ .m . _ _ _ _ . _ w _ _ _ . Q _ _ 710 0
710, ~ ,
c~
0 Z
NJ
_ ,..~.........._....,...v......_ ....~..u.... ~~....,.w.._. ~ ..M _ ...........,r. _
z
- 509.53 LE 24° RCP CLASS IV ~ 0.~7% i
»
RCP CLAS 36.24 L~ 3 3 tP CLASS IV ~ 0.517 - i
700 ~ w _ . _ _ . _ _ _ _ . _ ' 700 509.54
» V C~ 0.52 0 CP CLASS.. l.P -36
329.70
336. 336125 ri 0
n II
1 329.7 _ M WO
~ - J
d• ~ ' N ~ ~ j N t~ M Z ~
~ M ~ ~ ~ ~ ~ ~ ~ Z OD OO
~tfltfl NCO ; Q~L~~ ~ O~ O_ W
~ tU w ~ I! . 690 . . . . _.1- . , rv.._ u..., , M.. ,..r. ~ .r~. _ . _ _ li It fl ~ ~ ~ . . ~ 690 0
~zzzp Wzp w ..,r ',i W ? O J
z z>> > ~ > > zJ> , Z
Ll„ 0
w Cf' ..r. L
- D M M04 dam' D 0M M ®(N M . it V
10+00 11+00 12+00 13+00 14+00 15+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 Z r
Ct)
P02l '02, P02-02, PV'2-0~~j FUZ-06 CL LLS
JI w o
J "Z 0 10
ID
< ITJ
cr. LLJ
CL
cr. W 0 0
U)
Ca N ~C 0
0
w
z
DRAINAGE
'r'~pp~eueq®i~d® t t t „r r ri
'o+e eer `A R ?w . i MAIL qW
LEGEND 5 5ai zf a 5ai 1 asi 150 o TALBERT BRI ~klurl JL
- - EXISTING GROUND r . AL W al - : Q. SEAL r . ENGNEE G &P G CONSULTA SCALE IN FEET 14613 - 26421 )NSULTANTS S HT.
PROPOSED GRADE fi f 4944 PARKWAY PLAZA BOULEVARD, SCII'TE 3. e ti i 124 Do SUM 350
PROPOSED CONCRETE PIPE 1 -50HORIZ. , - . N 4 G G,, HDR Engineering, Inc. 5? CHARLOTTJ~ NORTH CAROLINA 28217 NA 28217
? i 1 =5 VERY. e®~ G of ~ ~ . . j 0* the Carolinas D G o , C PH®N~. 7t42+~070 FAX, 704-4 426-M OF 14
~f~/011YN11`~`~ ~ rrrrr„ittt Ott www.talbertondbright.com
1 128 S Tryon Street, Suite 1400 1 Charlotte, HC 28202

f'0
tf7
0
Q n G7
Z
0 Z 0
Cr
C7
Z
U
0
U
a W
U7 aC
W J
W Ly
N 0
LO 0 0 N
rt-
730. _ _ _ F- 0 m U 730 W W N n w
,r w..--- Q.. d. N C3
m Z .0
- / d U in p u
Z W W Z Y
~ EXL~TING CROUNQ 0 --7 3: U W
/ C~~: EXISTING GROUND W r d 0 CL CL 0 U a
f
~ ~ / ~4i2 ~ ~ ~
720 ~ ~ _ ~ ; _ _ _ _ _ _ _ _ _ ~ w - _ ~ i 720
cn P04-04 cv
/ c~~ ~ ~ ~ r
II w I
r-- _ _ s d _ _ ~ _
~ ~I c~ w ® GG a- AOL
~ ~ ~ 0
PROPOSED GRADE- ce ~ r~ c~ r~
I( a
P~op,os~a c~AO~. W F-- _
710 . , f _ . _ _ _ _ d 710
4
CLASS ~ ~,CP 325,18 l.. H
P02-ENDWALL SIVC~o.510 - CLAS ~ 30 .RCP 33~~.22 L
700 . . .r _ . ;W 700
336.24 LF 36" RCP CLA5S V @ q:50~
325.1
88:00 LF 48'~ RCP 252.08 LF 42° RCP CLASS V ~ O:~p% CLASS V @ 0.73% M' 336.22 o
336.24 II
, . . f,-. .
':252.08 . t-- wa
88.00 acs ~ ~ .
h~i z
t~ U Lx ~t
690 _ _ _ ~ _ _ . _ _ _ . _ _ _ III III ©N; . _ _ _ .,..w . 690
w w O
rn r~ J J , 2 Z ....5r''
~ ~~~tt~ M!n~ ZZ ZZ L1.. ~ ~ Ll„
~ Oi aD C~~ - 4~t0 o:. a; LX4tp (Yd'~ Q
..1~~,.._ ~ cA c0 M, _ r co ~ _ _ _ _ _ . , u ; ir_ _ _ dMt''7 ONt~ W
11_.,Ii Tf_~ ~ p WZZZp J?ZO
3z azZ zz azzz W
0 0 ~ cr_ O c0 N L0
i , 68 ' LL it 680
680 z a O r
. Ct)
Z era Q Ix v
.a W 0 V' t~ _ W (.90
.J Z ~ < c*j
10+00 11+00 12+00 13+00 14+00 15+00 16+OC 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 a z
P02-ENDWALI. I AL1.9 P02, PO An 1-1 P04-02j P04-,04l P04-06 ~ W
A ~ ~W CL
I,
~W Ix
~C a 0 o LL:
~ a
Co
L0 IL 0
w
z
w
DRAINAGE ~~e#!u1 ~BrIjP r i r i r r r 1 r,
MOWS CA
LEaeND s f ••r •.e •o. ; 50? 25? 0 50f 100? 150 0 ; TALB T4 .Uurl.L
: • r
- - EXISTING GROUND ®L : 1.00 SEAL . • - ENOINENC CFLANNING CONSULTA )NSULTANTS S HT.
PROPOSED GRADE SCALE IN FEET . 14613 25421 q \ . • " ? 4944 PARKWAY FI:AZABOUI["ARD, SUM 35 123 A SUITE 350
PROPOSED CONCRETE PIPE M ~V Dot Engineering, 4 Inc. NORTH C,AR(JUNA 28217 vA. 28217
1 =5 VERT. qq '4 G' of the Carolinas p A. G k FHONE.7'04.42b.b0?0 FAX [phone]W ,42b-60813
ltOd p00%, '/Ill OIA{IO . 1311 aI~ n of 140
4 9 128 5 Tryon Street, Suite 1400 1 Charlotte, NC 28202 ° www.taibertandbri ht.com
=mood
-

O
LO
lw-
710 ~ _ _ _ 710 _ _ _ _ © p
~ - -
PROPOSED GRADE o
MOFMH j. 1
' _ _ _ ~ 750 _ _ _ _ _ _ EXISTING GROUND 750
i
cn z
O z
700 _ _ _ _ . _ . _ 700 _ c
i r-- ua
z O
U
ce- 0
_ n _ _ _ , 740 ~ _ ~ _ _ 740
d w
i i cn d
w
i ~ w ry
690 . _ , _ _ _ rr. _ :690 LO
n; N
~ ,
EXISTWG o11. / P0212
GROUND p ON LO O
~i 73q - _ co O O . _ . _ 1,,L',, _ 730 N
_ M02-RISER N / _ M - t-- p m cn c
- ~ / PROPOSED GRADE ~ r`° clq w w N Q„ Q w Q Q.
N~1-ENDWALL ~ ~ , / N W W
\ Q
~ II ~ M _ _ _ .w _ _ z O m uj w C?,_ _ r, . ,
680 _ _ . _ ' _ 680 _ _ ~ _ I ~n : ¢ ww 1- h-- Cn d t
~ \ / ~ ~ w V)
1 I ~ EXISTING GROUND: r ~ ; 0W7 U w
w w = Q d m Q- d U d
/ / 154.00 LF 48" RCP ~ ~ o RCP ~ ~
/ , 91.00 LF 4 " CLASS V C~ 0.71% _ p~~71% 720 ~ _ `n_ _ 720
CLASS ~ w 240.74 ~F 24" RCP CLASS Ill ~ O:g7% _
t- Q
154A 313.85 LF 24" RCP CLA5S III CAD 0.58%
670 _.J1:~0.. _ _ ;670 o _ _ 240.75 4A
CLASS III ~ 0.99% 313.86 RCP M 0
N ° "i `~fl d" n 84.88 LF 30" RCP C ~ II of r--
~ ~ ~ II r 4L
_ . - _ _ `n . , _ _ ~ u.. ~ 0 710 _ _ _ it _ ~ f 710 a= 0 ...LLJ o ~
p z io ~ O f~- - . w 0 J
J~ J7~ ~m
~SZ OZ~z (y~jXZ W Z O O Z Z MAO d -
Z00 `0000 ~N~~ ~ r ~ ~ Ors- • <t
W d. ~ ~Yd- 0-' ~I' ~
wzp J
Zjj - Z Z
M01-ENDWALL, M02-RISER 'd-- 'Q
O . s i ~ d ~
goo . , _ _ ;DNN 700 t
Z
3 { ~~~r~
.-----394:90
m
~ ~ ri
oicoco~ d~~
II 690 _ . ~ _ n II ~ II_ _ _ _ _
ll tl If - ~jZZZp w?O 690
J Z> j
zJJ>J Z Z Z Z Z Z d-- -
a---- o. ~ <i' O
d'OtON00 D M M d~ d- ~ N M -
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 W
PO2, P02-08, P02-10, P02-12
Z
LID
® um .
Z 0* `DZ c 6i
0. um
.J W 0 W z OD
J ~C a z ru
tg w tL 0.
OC uj ~ o
_ Q
n
V)
0- N n
CL
la.l
<C 2
DRAINAGE rraruararary i Jit l1A J_ la..
W a f ` /s 2> a se asf f w•Naaaa
LEGEND 5 a ~ Cj* TALBERT &BixL(j]
» a •o
- - EXISTING GROUND SEAL r : p = = EN G P NNNG CONSULTA )NSULTANTS S HT.
PROPOSED GRADE SCALE IN FEET 14613 _ 26421 s a r ' 122 D, SUS„ d ,i ~ir 350
1f 9 ° M e•}? v , T7"RPAlu1M11AYPL~!"lrl'~ BOUL irARD, SUM 3! 1 -50 HORIZ. ,N • G ~v HDR Engineering, Inc. , ~'n •NGtNE ~ ~ NORTH CARCILINA 28217` ETA 2821(
PROPOSED CONCRETE PIPE 1 =5 VERT. Ii .e of the Carolinas . G C PROM 704«4~0 FAX 70+426-6M 42b-6M
+®+rrrrerreert E OF 140
Street, Suite 1400 ~ Charlotte, NC 28202 www.talbertandbright.com 128 S Tryon n
- - - - - -

C7
L
LLJ
Q ~ © p
_ _ _ _ _ __~40
740 740
V z
d z to o
CL'
t-
z 0
PROPOSED GRADE i U
730. _ _ _ _ _ _ _ _ . _ _ _ _ ,J30 0
c~ w
V) d
w
i d' r L- J w - N P? d- Lo
1.1. o N N
0., _ _ _ _ . - _ _ _ _ _ 720 _ _ ~ . d' ~2~ 720 LO °
0 N
C~~I ! o a F- O m w U
T ~ n o CL M N c~
w
750 W . _ _ _ . _ 750 740 c--'"._ ~ - - ~ ~ / 740. _ _
m z z
EXISTING GROUND ~ ~ ~ © U U CD LLJ
~ EXISTING GROUND / ~ ~ uj V) z z y
W ~ , RRQPOSED GRADE d O W W
_ 710 - \ _ _ _ _ .,_.f. _ _ _ 710 W C1 CL C1. d U C1 < 710
• N04 ~ ' EXISTING GROUND \
W N ~ M06-RISER
Z \ / ~
_ _ _ _ _ _ _ _
740 ~ _ _ _ \ 740 730 _ _ r`V4._ _ _ 730 _ . 1 J ` ~ _ _
U 86 LF 18" 4A
RCP CLASS IV l \ f ~ J
Q c~ ~ 10.05%
N04-08
. _ _ 700 _ _ _ _ _ _ _ _ . _ _ goo 700
0 O p
PROPOSED GRADE o ~ a
~ ~ N N ~ N O q'1 ~ lol O f~
~PL~3 J
730 _ _ ~ . 730 720 - _ . FI! - 720,, j _
~ ~ i a RGp c~ ~ o f ,p~N~S~ ~ ° d
zi ~ ~~9 00 ~F<~RPP ptl~s~~ ~ o z ~
~oo~
_ _ . ' _ _ ~ 690 / _ _ _ _ _ _ _ _ _ 690 690
m
397.98'. LF 24" RCP `O co ao L LAJ
CLASS' IU ~ 0:50% ~ ~ ~ ~ ~ II 1AW-EN II ~ 6AW-ENDWALL / / ~~9
z Z p
720 _ _ _ _ ! 720 710 _ > > _ 710
ZZZ
00 N M ,
398.99 1
680 _ _ _ _ _ 680
o+ao „+o0 1 680
N04, N06
N N'
r

O ; ~n W
J' N Z ' 0~0.
~t
~i- ` II N Can Z ~
Ulu b / U
O d Mi Lo
un !1
~iZ O ® 0, Z C Q
Z O W M
< a. U
24+00 25+00 26+00 J w
W
N01mENDWALL, N02-02, N04-02, N04, N04-04, N04-06 C',
J a z
w
,o+oo 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 cC (9 W
a_
mnA. ENDWALL, ,m"06,wRISEER
o
a
c~ C% V)
N 0
W
Q Z
W
DRAINAGE J LL-
~~~eq+9#1ne?~lll1 o~~ ~yd C A ,o~ a R T)Tf T3 rp f f f t f ~1 •aarpp t' T% 'N T
LEGEND 50 50 25 0 50 10Q 150 de.•e " • c' ALI &Biuur IGHT
: i C 4,f • K > /y .fir
- - EXISTING. GROUND • L a SEAL r' . s o SCALE IN FEET r 14613 r - ; 26421 - 3SULTAI TS S HT. 121
PROPOSED GRADE • s = 4944 PARKWAY PLAZA BOULEVARD, SLTM 350 » a HORIZ. r` '.4 4 it SUM 350
C PROPOSED CONCRETE PIPE .•ti , • N 0101 - ? HDR Engineering, Inc. GJN~.• ~ 1 =50 ' CEARLCTM NORTH CAR()LdNA 2$217 1s II I ••errreoe i? ,7 .7 r 1 ~y` I ' k 28217
? 1 =5> VFRT. of the Carolinas . D G c PxoN.704~40Ax.704.4~
l®l gr161ii19r4~ f 1 i i t t s t' i s www.talbertandbright.com OF 14C1
128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202
- -
-

0
a o
z
0 z 0
V)
c~
0
°w
V)
W I
/n/n'''~~t(~f ,.-,.wY ,.......r.,...„.., ,.,..,..,..~.M . ,.....,,...,n+.....e..,.,.-...„u~...~,„....M.-.,...,....~.........«-...~,......~............,..~..w... ........,.......«...,..-....,.~«-~..t...-.,.........,..,.Y.....-~.,.~~..,..........,.....v...~..,... ~ . r...... n... j . _ . ~ , . , „ _ ........y~ . ~ ~ . w _ _..~.v ~ .,_........._....r...._. . , ,.__a._....,..._._..,. ,,w _ w 760
~V M r..~.... ......~..r.. . ...,..n.., rev + v r ~ t ~ ? ~ ~ l i
f t ~ f ? y i ~ i
k ; f j '1"""' j 'r ,
i ~ t i 4 JJ f t f s
i i t ~ y r c s i t " r I . , ...,a_.., u. . . s ...W_,~_~_...,,...,,,..... .._..w..~_..~...„.,_., ` , ,.~..._~.~~,..._~w.,, N Lo o
s ~ ' ~ i ~ < f i i } I t { > 3 ~ ~ ~,c f y~`"' i 0 0
t r i ~ ~ i i 1 ~ # i 4 ~ ~ ~ / ~
' s P ~ ~ r I ~ ! { ~ ~ i i j i ~ ; 1 J ` F- a m cn v W W N d Q W
# ? 4 t r j ~ ~ ~ 1 i i i ;r tL tl,. N `7 Ca
s ! ~ i ~ t i ~ ~ ~ 1 i ~ 2 t j i 1 ~ / { i 1 ! i i .._.,....u P.»
f ~ ~ 3 ` ~ ' f ~Y f l CO W
1 i S , j ! i ~R j } r .1_.~. f I ~ [ ` r i .r © W Z ca Q C!)
! ~ E ~ j i 1 G l ~ j f ~ j i S } ` f i Z W W U3 Z W L~1 Z Y
a ; ~ 1 z i 1 f t ~ ' i f f C9 W
~ i f ' t ~ , I ~ l z ~ } ~ ~ i W w° w I Q C) a_ 0- 0 C) 0
_ ~ EXISTING G. FUND aw.._.,,.._,..~..~w._~~ .~..~....~.w... ..~.y._,.....~._._y._.. .,_w~ w... ~M..,~.,......,.w...._.~~~.w.. __.....r,._~ .~..an..:,..W~,..__,r.... .w..__..~....~~~_~..._.~ ~ ~ . i,. --r \ 4 ( 1 ..a......,, r,,,..., ' 1 r ~ ~ , ~ ......,...n . . {
...mow 4~' ' , ~ ~ ~ ~ 9 , \ S l ~
i f ~ ~ ( } ~ Y ~ ~ t ~ ) A ` ? S y { I { 1 j { /
~ E ~ ~ t ~ ! S
i A 1 S
~ ? f > < , ,,.y.. . ...r. .,~w. ~..,,M. M,~,. r ,.....,.v ..t...«,. .,r r u...~. ~r ~r ~ ~ ~ . x.. v ~ r . i., n " ..~..5. .,y,.. ,J , """"n^~" ~.740
i t r i ,f i i IA
{ 7 ~ ~ + r = f t , # + ~ I 7
y i / ~ ~ f , i i f
~ t i F ; } ~ ~ ,f i s ~ ~ ~ ~ ~ i S i
~ ~ i ~ t :PROPOSED GRAD v_m,.. ...,r,~,._... . ..~u. ~ ~.v ,.........x.__, ~ CL
I ~ ; t ¢ i ~ j i ~ ~ ~ E
i j 1 I PRaPQSE~ GRADE i ' ~ ~ t i s ! , i ~ ,
i ~ ~ ~ ` 4C7 € i ~i ! ' t l s ' ! ,
N01-EN~WALL cv ~ to 't N i t() ' , ~ N~ ~ ~
r r k i ' ! ! I t r 3 . , °°-r. ~m _ _ ..~......__..n.......~... j 1 t ~ ~,.5 . Q __..:..._.._.._..._._.._..:730
f ~ ~ ! i ` r I E t 1 i It f-- ; w ~ ~ r
f ' ~ S ~ ~ { ~ ~ ~ 1 ~ i ~ i ~ ~ ! ; , d d
d i C~ ! ~ ~ ' i t ca }
} ~ s t,~ i e F a .aC
, w,.T _ .M..,.,_.. ~ _ _ . ~ _ v ~ . n _v... ~ .....m.~ . , ......~__._,.~...,._..__...._A .,,.M__, _ . . w - _ w..~
i i 1 1' }
f i r S i t y i f ~ i ~ f F 2~ R~p LAJ
1 , i i ~ t ..397..9 n t - @ 0, 50% CLASS
{ r i
i z i f ; a _ a f / P G ! ~ ,w..,..,_.,.,,.w...-v,.,.~._r....,.. _ _ L ~ ~4 R~~ ~ _ a 397~98..~..___ _ ._w _ _.._._._M m ~ z . 720
~6 V ~ ...t.. , . t~. , ..,...,,w, 1 x -,RCP C~,ASS ®0.35% 3
1 L»~ ~ i s. -tiJ 0 n • ~ <C~A~~ ~ i
E ~6-.:RC ~52:OQ 42 .,:RCP ,
1 q~300 h ` .59~ C~ Q V ° C~.A ~ , ~ i i i i
i ~ j z } ~ i i r i . _.__~..m_.,_...~~..,.~,.....,w.,~_....~.~.,_.„..~,.._~r.w.._._~,.__. w~.,.._.._M.w,_.~~..~~_ ~ __w__....,,.,.,._.w.._..,........~,_.r.._w.,..~.~_.,..........~ ....,....n._,~_.w..,__.._....~,~.~,.,~ , _ ~,.~.,_w. __...m_. ~..~........_..,.,.r._ _.r.,.w.~.~ ~ } ~ j ~ j s ! i
~ ~ t t ~ ~ ~ ! ' 1 i 3 ~ ; r s ~~~.~8 .
i i ~ ' s j (0 i > d'
r w ~ ~ s t ~ S f t 1 VO E } I { 1 tCt E ~ { tD ~ ~ ~ ~ ~
i E O~ ~ ~ 252 ~ ~ i ~ ~ ~ ~ ~ a , r- ~ t ;'t (y
~ ~ ~ i ~ ~ f ~ 4 t i , Nt z f t . ~ _ ,...._~h ~ . w M w . , ..,...C~ ~ , .......u_......_.~._.....__._, , . h~ r ; . C~, n. ~
~ f /y~\ i l ( i {h h ~ 1 11 ~ ' ¢ E ~ t Z~ 710
w R 3 •i ; j 4 F ~ , S y .r.. i t ~ 1 i
tc~ ~ ~ ~ i F ~ ' ( f ~ r' ' ~ f ~i w C~3
Q f ' s ~ y f ( w i i i' , I ~C
j Ir ~ZO Z i ~w , ~ © i ~ ,
N Z, z Z M i kn
CL tp i E { um li
t
0 Z `c~ LLJ
i,
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 CL III.
N01-ENDWALI, N02- LEGEND 50 4 0 2 0 2, N 04' 0 2, N 0 4, NO A 0 4, N (410", . . 0 6 J ~C,4
.J C~ Z
t w LL w
x
o cc w cro
s~ 0
a_ c
N
CL LO O
W
Q Z
DRAINAGE J
C R r,
f 25i 0 50i 100i 1504 ®40 ••N•••. 50 r ?0.p ? \ • I IGHT
--9 TALBERT 1 e V• O • Y I FEE= R • `0 8 rp ~j, /y,,
- - - EXISTING GROUND a a • o ~ C ^`C SEAL r.
PROPOSED GRADE • e 4 - - ENGINEERING &PLANNING CONSULTA I SCALE IN FEET 14613 4 26421 SULTANn S HT. 120
if 444 PARKWAY PLAZA BOULEVARD, SME 350 1 =50i HORIZ. °e~ `C e~ ' ! "V: •.NG •N . C? E lPl ~V MC1Rn ineerm Inc. S= 350
~ PROPOSED CONCRETE PIPE if i ~ ~ , ~ . . , , CHARLOM NORTH CAR()LiNA 28217 r®~ . +e Q 1 =5 VERT• s, of the Carolinas . C G PHONE 704-426,6070 FAX, 26.0 D A. E. ? 28217 G6-C080
0 F 14th
www.tolbertandbright.com ~ 128 S Tryon Street Suite 1400 I Charlotte NC 28242 E ,

C~
LO
C7 L.Lj
Q C3 C?
U
z 0 0
cn F=
U
F--
t
O
U cr-
0 W
Q
W V)
Q
J W
cr-
N t) mot- U-
_.~aY...~...._.,, v__ , .w~, ......_,..~...M...~~,.~ .,a._,_.. .._,.~~~..,,.,,....4~.~.... .,~r...~....~..W.. ...._,.a~...,.~..
v...,.....: .............v . ,.,v......sw.,,y;,..-..,....,,.r.............M...,.n.n,....,.»,....m...,-U~..rv..-.~~.ww..-.,. ~,~.......w.., ,».n........,......,...w..v.......,......»..~.-..,..n.....:.._....,.,.~.~».M-.~.......w.,.,..,...+...,.......y..r....., .,.....-...............H., ,.«...,...,._..J ...-.,.,..r. .....,....+r i ~ ~ $ i i
? `s E i i ~ s j i ' E i
r i 1 i ~ i k c Lo G7 0
~ ; j } 3 { ! i f i 0 N
j i . ~ ; ' ~ ~ ~ i 3 i mot- . F-- F-- U M 0 10
' ,....,..__w_., ..r ~ r ~ M _ _ . , , _y,. 750 , r ~ 7 ~ V + j W W N Q- <C W Lt IL N Cl
3 i t t ~ !
{ 1 3 I ! ~ s EXISTING GROUNp .
4 ~ s ; + i } r i m Z O m W Z y- :D LLJ
{ } 1 i j ' { I °W F- ~ m p LLJ V)
, w , °°9- ,r _ ~ _...,--,,.L_, ' w i ~ ~ i Z W
S f t 7 ~ ~ s z d 0 Q w t¢ W tr cf w m
i ~ i i `~r. ~ r 3 p n S t • ~ 7 I ( ~ ~ i D L1 t1. 0 U
` f } I 4 ; E t 4 ~ i ,
, ~ ! i f (
~ i ~ k / 4 M.,~..~. H.. i i.. k 1 { ~•~w. { . : ...._.a . , _w , ~ . ( G 4
{ ~ ~ j i 4 ! ~ ' ~ ~
. t ; r ~ 1 { i i ~ i i ~ i 4
f E s i ( [ S 1 ~ t S ~ ! t
~ ? r 1 + i t ~ f ~ ~ ~ t 1 > ~ ~ E t
~ ~ ~ i i F K .t.... .r/ .,3 Wiz.,. ._,.._....,..~,.,..,.~..,...WT,r,..m.»~..,n,.,,..,,_...~,».,,.,_..1.~.,wk.s, ....,,.m~,,,~w..,...~~,..,,v..~.µ.._..,w..._..~...,.,..~.~..~.,__.,.....»„_wT._w».,. ~ ~.,M.,..~.,,,.,,.,.W ,,.t., ..,._,,.~.v ...~~--v~ ~..n ~ . i ~ ~ d.. w,. n .,r
s ~ s ( r"' ~ PRO~'OS~D GRAD- ; i ~ t f p GRAp~ r l
i ~
~ t f -0 i i E ~ M 1 ~ ~ f d F
1 1 ~ ( { ~ t i ! Sl J ~ i f tE? ~ ~ ~ (V N: ' a t~
f 7 t i ~ f ' Z ~ ' , . . , ~ . . ~ ~ . ,w._._ _ } - _ - ~73~
730 ~ _w__ i G ~ 11 1` 4 ~~f t ! W W, L i Q
i) 4 s i i ~ ! ~ E {y i L4 J
r? t V G ¢ t r i ! ~ 1 t./ ! j i j ~ Q
tiJ ~ i
a ; ~ , j ! ~ ° ; i t S j I i r~
f g s ; i ~ ~ f F ~ 1
j i f $ i 1 Q
' y j i a ~ ~ RAP VL~~ LI~ ~ ~ 39.7;9 ` ~ Z
a i X i ~
i s { i 6 A i 7 ~ f ~ 2 1. i.iR , 9, {11 C~~49~ ~ z R C~.ASS - r t ~4 RC , 3~ . ..:w.._.,m._ .r_.~,...~. _ w~ ~ r ~ . ~ ~ v . o ~ ~.F..... _,......M~.~ ~ .~m~. ~t W
~ ~ i' 20
r~+ K i ~ ~ , of f1{ AJ.7. ~ r 1 ~ d t
3 i Q~~ :~t - i t 3;y1 ~ 1 { ~ t ' V 397.E t
i ' + 1 i t ' ~ F
~ s , s j ~ ~ i ~ z i ~ F ~ { ~ " F y ~ ~.w 7.'98 ? 39 F r { ~ ~ F _..w... .~..~...aM.... . , r.._ ,.a.. . . ~ _ , _ ..~,._..~_..w_...,.w..,..___ s _...~__w.~...w_ _.~....~~._~..,w_.a~...~w. ..4......~_.. . ..Mn
t i i i ~ ~ { ~ i { i
7 7j g 5 ~ 39 N V t s j ~ i { } i P t ~ f
1 ~ t ~ S ~ i © t f i X"1
i } ~ ~ ~ i Ilf1 tt3 3 VJ t N F (
OQ ~ ~W E ~ f ; P`. Cf' ~ ~ it , : ~ 3 ~ j ~ q ~ . (0 00 ~ , r` ti ` ~ ~
710 0 ~ ~ ~ I! ._...~.,._.w... . . . w . , . e _ , , m , _..,,......~..w_,,., _.r „.....,....w.._.. , x . _ , . . _ . , / (1.J ~ ?
61J ~ ~ 3 ~ ~ s ~ Q i ~o c~
~1~ ~ ? i j E fl II ' j Y 4/ ~ {
r 1 Z z Z = ~ ~ ? d ~ ~ t.., 3 .
f ~ ' ? i 1 i ~ ~ } ~ ~ F .~t d'
, Z Z ~ ~ t i ~ . , . ~N,M . , , . ~ _c--.,.. . N _.....m.._._.._ .4 t ..i...~. 1 COP
J OU7N ~ i ~ ! 1
Mid' 7 j a , 4 s t Z
i f i J 0 ~aC V
i _ ............w... d um 'E
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 Z Gl a r
cr Q
c' < an u C)
N002-( No 0 2 2 N A UoftZdft No 0 2 ; NO-2- r s uu 0
J C*J
lwm
uu
raC ui
iL ® _
d 28 o
o
= LU 0 LZ O
- ©L
~ a
0-
0
L C
w
Q z
DRAINAGE Lli
prr?eoiuorr ~'A LL-
LEQEND S - - EXISTING GROUND 50s 25s 0 50f 100f 150f ®0 ®°.•aa.u ~ O ~i a • ° : fcc TALBERT BRI T-
Wp i`C . e ~ •o ~ . O . SEAL r' .
° - - ENOINEEMG & PLAN14 NO OONSULTM SCALE IN FEET 14613 - 26421 RSULTANn SHT. 119
PROPOSED GRADE 4944 PL~Ali PLAZA BOULEVARD, SUM 35! fA ° s i ~ ~ 1 =50f HORIZ. )9 S= 350
(^`~-1 PROPOSED CONCRETE PIPE .,arc , •.N E. , HDR Engineering, inc. . GlNE.• ~ CHARIJOTTE, NORTH CAROLINA 28217 ? 1 =5 IrERT. ° of the Carolinas J • fA 28217
~ , c E c , PHON& 704-426-6070 F. 7044260 to 0 •,r . OfBp~HiYtl/r~r filt f i iP 4266080
talbertandbri ht.com 128 S 1`~+'on Streetf Suite 1400 1 Charlottef NC 28202 Lip www. 9 t OF 140
- -
- - -

W LO
~ ..~....w.~.. , ~ ,w .~..~,~.w.,.4..,..,..n..,. u . , .M. . , 740 ~ . , . _ ~ 4 . _ _ ~ o ~~a . w . . O Ca
f
R
i u . n ...._.~.~_m.... _ , , wr.wH ~ ~ ~~4. _ x jai; ` ' ~ ..w, Q O
L~
k ' i i r V) z z O
1n O U)
i 's s ~ V) Cy CC
i ~ w _ s . . , .?w,,,~ M „ . . , , fry ; U C¢.'3
730 C?J d'' N 4.J ~ y - O
! 1 `c ~I R ; f U7
W ~ ; II t i 1 i f f" ) i e ~.J.~~ i f ~t N ~ ~ '^'r.... , rq "+~."u+ 1 p F-
; ' ~ Q, Ili `^~i-- LLJ ~y 0 U)
{ ~ t r 1, r ' ; , ,M , . ~~~1~-~~~G.._CRO~N M..,.,.. , ..M, ,.....,,..~.........w,.., . .w , ~ w. ..r........ ~ ~:r........_ . l,1 ~ ~ , w ~ ~X ST N ~ a...._ _ , C? U
„wM..,,, ~...,..~.r , F z ~ PROPOSED GRADE . i
' + ' 2 f i L04~Di w V) W
f ~ ~ f 1 1 } ) , W W
f { ~ i ~ / rn W W
i ~ ~ t $ 4 r 3 E ~ i ~ ~ y N ~ _ , ~~a ~4a , ~ . w _ _ ~ . . Cr- 0
720 w,...... ....v.......~.. r.........-._..,~. ~....,....n ,v .«....c.. i.. .,..........w....:. v.~ W....,.M1, ...m.................... o,.....,„... , w ~ 5 , v f ? _ ; w. _ _ ~ N.. . , .w. w S CN14 Lo
} ~ ~ ~ CP C~:ASS I~~ 24 39:5.85 a , li ~u f~_a.4~% .ASS ~ w 1''+ I-
r , S - ~ PROPOSED GC~ADE EI ~ ~
~ ~ i t ( 2 ! ~ lJ L~ F= C7 N CD O O
f> ~ SS, IU { 30 RCP <t LO O
7.13 . . 39 ~m,...w..~.........w.., _ ~ . , .,v ~ .r _ _ . _..v,. 395 . ......v... , , ~ M,..~. . . ...C~. r, _ _ ~ _v,~, . ~ w
F- i-- O M 0 U W W N M Q W
{ ~ ~ ( r t ` ~ t:). ' t!"? CL CL N
1 s ~ ? ' w ~ ~ ~ e-- t
f' ' r- m Z 0 m Lli
d . ~ .,s~. ~ r.~,.. _ . .w . . . . ....,,w ~ ,..a~.. ~T,~a.~.. ~ ~ v. w. ...M_., . r, 3 ~;:1,~~ 710 ;II iii . ~ 71 a 7~a S ~ a W Z 0 F ~ M C) Cn
F s w a 5 RCp s X10. w~ W 0
~ ~ ~i J I E % S i f ~ ~y ~ I i. ~ ? z~ ~ o C~ 7) ~ ~ 0 W
~ ~ z z moo ~ _ rn ~ t,f) N ; i ~ 3 _ ~ ~ ~ r~ w ~ ~ z
~ ~ ~ ~ O • I ~ ~ ~ ( ~ o ~ ~ n r~ D CL Lt C'~ U C3
k ©N~ r r r II E ~ ~ M... , ~ ,.....m , , . . ..v~.. ;,.._w..,..ry..~,.,w ,.,_..w,M.~...~„_,.,...„~,„..,,w,„„~.,,,, .:M., ....~,.uw...,, , .,....,..M.,...w,..,_ H~: ,,.....r~_,,.u..~~,..,...,...~.,_,...,..b..a,..,.._....~. ~,,..~M., v..,...~,.,,~~..~._._ ~.,w... ®cv ...w.....~.,......~..... , u....~.. , ...e _„u. ,.r. ~w. ......m4, . .H Y._ .~~~a
~ry f 1 1, s r ' {I I{ it ? ~ f ~ ~ O
{ 1 i t ~ 0 ~ 1 O
4 ~ t C i ' i ..r t ~ I N ~N Q-
O w w a w i } . ~ ~ ~ ~ II ,
~d"ONN ~ , __,,a,._.....r,~ . . ,..Y_,..... M__........_.. ~ _ NN 4 , ..,.,,rv w D w. w , ~ ~za
10+00 11 +00 12+00 13+00 14+(?0 15+00 16+00 II II ~ 1 ~+oa 1 ~+aa ~ z w _o 4A
Z
Z ~ZZ , Ll.
o, a
a GC
1 a+aa 11 +a0 12+aa 13+aa
'.pf 0
J
..~,...x..,.~,,~w....,~ ~ ....w,......~...~M~~....,..~~.........~... ..r n~...~..,....v ~..~..~~............m.....w... ......rv 4.....w 760 ,...~...,_a..._....~.~.,._.... ~...r..n.._.....~ _.~....~....,~..M~ .M.,w ; ~ f 760 Y i ~ f I 1 W z
' S ~ s j ! E i i Q
's i ~ j { ~ i + i ! ~ r
{ } ' ~ t } :i } i . f r i i
i ' 1 . i._. , ~ ~5 r z
s , f ~ ! 7 t { i i a L a:
i i i t ~ { 1
i ? i EXISTEI~G GROUND s
r f E 3 , f mc z
` ~ ~ e C . ~
Y n.r,~ .~d. 750 ~ ...M, ~ .m....,,_~,~... , ~ .,.~...r , . 50 , . . ~ V. ry M w.~ . ; . ~ ~ i { f $ i . ....,r ~ . ..1,~ .
~EXLSTING GROU ~ D N ~ ; 1ND
f i
t i ~
t 't i t L04-n2
......M,.. . _ ,n 74a N
{ f et'. M
? i } j h
t ~ i E d" t PROPaSED GRADE II w
E S j i i } rj' S Q
~ + t f 740 , .w w~ ~ ....m, ..........,.»,M. „ } ~ i i P f F ~ ~.krw _ /y~~ t~
S N ' e ~ ; W
f ~ w t ate e PROPOSED GRADE r~v 0
~ Y t ~ t ~ ~ ! ~ t ~ N ~ . rn .~I.
i I f w`
i R 730 W C7
t. ~ 7 30 t f ~ i 00 Lo
N i y IO 2 .3~ 0 um 11
l I1 co SS CAA Z "
F- R 18 Cp c6 N co LLJ ~ • Q
II CL U.
730 .w.. c., w w . _ 30 r. . 84 i- ~.o mi W a
vc . ~ ss w0 LLJ
O b 0 5 z• 6.d 1 > z .j Z J CJ Z
5 O 31807 f 0~
11f CO 720 ~ W
720
W ~ J tL ~ G1 W :C
O so - z Lo 0
CL Lo 00 00 N O d' prj ty cc uu ~ Li:
i # ~ In N N 0 0
w . 720 7'20? Q~ CL
wzz F a J
N
tf)00~. Z ZZ Z Lo W 00 c1 N } L0
d.nN 00C?N N(NN j r wto # , CJ
I~ W
F- i t 10+00 11+00 u-i +00 12+00 Q
J Z
Q zzzZ L04v L04ml__ L04muz DRAINAGE J
{ 02 fL' O N Lf) 00 pYe~aereeu , , r Lt..
_m.__w,.._.... M « . , C / ' 4 0 i
LEGEND 50 10+00 11+00 12+00 13+00 50 25 0 50 100 150 e ° ; Q- ASS r TALB BRIG r . E.DrrL& un I
EXISTING GROUND ® F. 4 ° ° Ir ti ~S •'C J ~ -qy • 6~ J ' 0 SEAL r.
I.V4, L06 PROPOSED GRADE Y 0 ° Y . Z ° a r _ - ENGaaMUNG & PLANNNO CONSULT SCALE IN FEET 13 - 26421 ISULTANTS SHT. 118
» 1 4944 PARKWAY PLAZA BOULEVARD, SME 350 SUM 350
PROPOSED CONCRETE PIPE INS'. <v Dngineertng, Inc. . GINS . CliARIJYM s , NORTH CAR4L~A 28217 1 =5 VERT. ~I ~±~s of the Carolinas . k 28217
? V ? / 1 IAQ 7426-607 TAt~ Lr17"WV1/ D A. 04,4?6"60? ?04.4 .26w648t3
128 S Tryon Street, Suite 1400 I Charlotte, NC 28202 e I www.talbertandbright.com OF 140
- -

Lo
r_._... ~u 760 <C t~ O U
760 ,r.._, w..ti..._._....~...,_~.___,.__._. ,u.~.~......,w.....~..~.M_ ~~m~ :..w..w........ww,~_..,...m,,.__. .r _ . M. _ ...._w_.M 6 i
;
~ S i
{ ~ ~ i { 1 ~ j 1
f f 1 fI f I { Y . . m...._ _ ~.....~...~..M,.,..~...._......... ..w _ ,.~.m~ . _ N w...... ~ . , w ...M .,.u
: ..anm.x~~n..,v .,,.M ..s.,.. r,t w~.,..._._., ..w..~,«.,...r..,,.w...nL.....,w,...*.n..~,..-.ur..w„r....-.,+ ..~,.._..r ................,n.«C _...._..~.r_,n...._.. w..n._ r-.. rh. ......._...._....~v.y .......r. n.....,,. I j ~ i)I 1
~ ~ 1 f ~ % ~ f ~ S } V
1 ~ ` t `~.,e 1 i i G Z
4 ~1 f I i i, f f ~ ; f ~ ~ ~ ' r ~ S -t- ` r a o
i t i f } ~ ~ ' / 1 j v
t 1 ~ f } i 750 ~ ` f ~r 750 760 '.....M_. ~ ..:...m , .._...~._....~......m, ..M._..~..~.~..._... .~.....~.....~Mw .,.._~.w _ i r~ a ry
5 I { ~ ~ s s ~ f t ti..... , s V)
i i i r s
` t f i ~ EXl5TING GROUND i U
A f i cr 0
f f t r _ ....w.,.~~........ , . .,w
P k ~ ~ E r
i € l cn Q
' € ~ 1 t j ~ EXISTING GR UND W _r LL)
I ? ~ ~ i i k i i d F i s
~..r...._~.M.~. .w.._....._~.~.,..~._._~.._.~...~ .~~,,,..Mw__~...~_._ ~_._.,_._..~....Yw~_..w .W~.,...~..~...~_. . ,.~,.V~..... .tW _ 74 740 _ i _ i i 7 ' .._._.._._w._.m. , -.740 50 u ~ ~__~,w..._....w. ._.,.~....M_.~_._._... ..w,...,.._.. :750 N t'7 d- Lf"3
N i ~ ff i i t ° "",,,,,..G , iry 2 ` i r
N ~ f'..
~ l ti # ~ ~ II f ~~o~os~a GR D~ N ~
~ W li ~ i ; h w d ' i ~ i 0 Lo
. , ...z ~_x... . .............._.,~_..,.w _.....~,.._..~_~..__w,.......s~._.~.._..,.w.~~...~...~v..~.., ~__..<.._..~~._........~.._.~.,.._~.....,~.~...~.._..,._.W..,~..,._, ,..w.,_._~~.,._..,.. \ N
~ ~ ~ ~ i i ? ~ ~ d' t-- Q m Cn U
a k s i 3 ~ i 1 q 4 ' j t W W N (L, < W CL CL N a
j 1 f ~ ~ ! i S i k t i ~ i f t S / 2
} ~ ~ I `r i ~ i i S ! j i i / k r t U 0 Z
j 1 ~ i ~ _~._...r,_,~w.... .w. .,~....w,.,....__... _ ..__.._.._.~.~..~.,~..w_.M ~~.~.,V..~.~.,~.._~_..w.._~.~._..............~.~_~~..___,.~~ --___.....,w~.._..~.._. . _.._.~......._....~m.. _ .w_......~_.. 7J~ 730 v . _ _ .....m_h......___.........~._..._....._..._.....~...._._.,..~Y _N....,..___ M..w. w_.. .r.~,w,....__.._.~._. .~p,.. . ~ _ w... 40 730 740. . , _ _ . _ z uj
d { © C) Lli U M Q ~
fnf 6 Ct ~ U W
{ i ~ 7 s j ~ j E x W c~ cr- ry S Q
7f ~30 1~G~ ~ j / s © a. a. 0 U L
4.1 f f S t A i , G;5 ~ ..~,.,~.a..~,... _ .w., 1 r 3 ~ ,..._..»w _w .w._...,..w.........,.w,.......,.. w....., .b.. ....r_ ~ ~ w_ _.....~.r....~.._,.,... ,
s i
i i s + i r F
C) i ? E M s ~ ~ , ! 1 t t ~
' r i ' f W r a ! N ~ WLa~ i ~ i y ~ tt
i i 1.53 { 0 R ! i~_. ._,,..~..,,.w.V._ .._~_....._m..... i. 7~o f.__.__._...._~ ...,_v.....m..~.......__,~ ~...,~....~.,~...~~..~_...~.,,,~.,..w _..~_._w......_.~~ _ w_._....~....~ . 20 , w,._M. _h.._ _ .w._.~. ~ m ~y.~
7 s $ ~ k- t Y 1 ~ W ~ 7 730 ~ _ v~.~. , ...v.. w..~~ 730 4A
' 1 d s ~ Z cv h° f~
~ C7 ~ ~ W IIi w' i LAOL
i C~' t ~ ! ,N ~ d ~ Q! 0
~~h i NN 3 ~np Il r r- i V3
,_~.....,.M ~:,...N...,.._.~.,._....,.~.,:._..~..~,__... ~~.,.~..,._._m...~..~..~_..~..n.__~. _.~.M_.......,..__.~ w.._,,.._...~,, , _.w _E...._~.,~... _ , ~ II II PROPpSED GRADE:
I w~~o I - ~ s a
z i r i 3,
~ ZZZ CL ' 'O i { E t' i J
t ' ~1n00~ ~ f } 's ' 1~ 3 j r' ~r 1 j, ~ j f ~ ~ 4 ~ Q
~.~,........_w........, ~_~...v..,_,~.._.w..._v.~..~..~_....___r~~_...,....~~,.m.... ,....._.._.~~......._...~,_..,M,~...~.r._._..w..~.~.,_.~.w ~~..~~.,_...~.~.._..~,__.~__~.~~.....,...,.r,.__.~._...._.,.._m;..~.,._,.._~__......_. , 71 710 t ~ ~ i 1 1 ~ R + f 2...,v.,.. « t ,.f..,.,..... ....,i......,..a._.,.M.__...... l., ~ i 710 720. ~ _ ~ 20 7 ~ QA7~ ~ ~ ;ASS ~~l ~?(~P 41 z
E i 9 ~ F r ~ i { ~ ' ~ ~ { 6•~~' 1 ~ +J 2
1 ~ ' ( # f 7 I ~ F } t ~ i > ~ r i 1 y
t ? f I f i s i ~ r E i ( 7 0Q
l ~ ~ r ~ { i 1%~ S ~6 Z
.~...__.,....~.,..w~..,.,~,~.~~.,_..~.M...,~.~ .~M,............~~_.,._,,,.,,.._~... ,.,...A,......,.._~..~.,_......~..~ .r...~... ~n_.. .M.. s { . ~...,_...~.,w....._...... _.~..~~...,,w..._._.w.......~,.~.,.__......_.~....M. ,.,.w..,....,, . ,.m.m..,,........ , , . .k.....~ 4.. ~ 1 ! i ~ ^ L ad
i ( 4 4 ? ~ } r w
i [ ~ ~ i { t
i ` { 1 f 1 i + ~ ~Z
j i a i ~ t'~
} i 9 ~ 7 __u..~._.,~~ _ . ,.~._~~....~~M,.....w,_...,..~__.~_._.~__.._~._..,~..__.,...v....M._~..~....~.~...w._~._..M...~u.~..._.~_.....,..~....~._.~. w..,... . ~v_.~...,...u C 7a0 70a 7~a .v.._~ ,M ..._..~_.w....~ __,M. . . h_._ __.._w..~,~...~__.~. ~o 7
f E-- o w
i f v, ~ ~ t CJ ~ Z ~
Z ~ t I t-- p 0 tt7 r- N ~ C] a-
V ~ 1 ~ i r-- r- ~
} i tihh II ~ _ , m._.. ...,.~.__._w._.. _ ,...:r...., _ . ,..~.,w..._.,..,_ ~ 11 it it
y r i f 3 1 1 ; ~'ZZ~ ~ _ C7
t ' i i 't ' i + ~ ' ! i ~ --J i ~ f
I } i i ! { f i ~ ~ZZ~ .
i , ~ { t i ; 1 U a ~ i 3
k j i ~ ~ r 1 ~ ~ ~ ~ t 6 0 w.a ._._..~...~.,.......n_..~..w.. ~ w.k_~..w..,_.~..~.._.. ._,_n.,~,~......_~..~.,~ r,_,.~,....,~......~~.~.~_, .~..~_....r~~..T.._,_~. s _._.~,..._...~,.......~...w. ~ ~ f 6c i L...1 4 V r' ! ~ V . _........._......._.....~....r.... . .,.w....~...~,y .....................~......~..~....._._..._~....._h.w._.w._.._.~.....~....._.._.~...~_..w~.._..~.,._w_...M..~._u.__.~_._....._~n~...._...~~.~...:.....~~.~~....~._.. ~ f 6sa ~ ~ _w w...._ W .
` ~ ' ~ s 6 i ~ + ( a 10+00 11+00 12-00 13+00 14+00
j ° 1 j i ~ k i s i
f ~ t f } ~ f ~ k s
j ; i t f ` i , Z
m pr~ ~
u :t
z ! T-
rC
W 0
24+00 25+00 . 26+00 27+00 28+00
JZ tv
L01m'Nu'WALI, L02, L04, W4=04- X04-06 CSI Z
W
CD W
i
o era 3~: a
S .0
V)
- N 0
d
W
Q Z
DRAINAGE W
~,~p'gitlllhtt ~ t i t t i t , TALB m"T U-
LEGEND 50 . ~t 1? /
50 25 O 50 100150 a ; "01 ZJN &BJNL%Jfl IGHT
- - EXISTING GROUND m s ~L • m • ;q.. SEAL
• _ ENGYN MUNG & PLANNING OONSULT" SCALE IN FEET o 14613 - 26421
PROPOSED GRADE ! : l.m R = -v 4944 PARKWAY PLAZA BOULEVARD SUM 350 S=350 J
PROPOSED CONCRETE PIPE . HDR Engineering, Inc. . G?NE,. ~ CRARLOTM NORTH GAR4LINA 28217 1 =5 VERT. q of the Carolinas J . ,28217
. 0 Ae G „ PHONEe ?04~42b•6070 PAX. 704~42i0 ,~t® a /r1 E. ~t/#tllltltlarl .t ! I 1 I t 1 ~E108~
P ~ www.talbertandbright.com 128 S Tryon Street Suite 1400 Charlotte NC 28202 OF 140

w 0
d \
~.~,.w..._..~..~.h.,_,..,.v... . ..............._.,,,,,......._.,W_,_w,_..~,...,...,..~..~..~~_..~...~~.,~..,,_,_M_..~.~._..~.__...,._....~..~,u._._.,,__~„_....~,_.w,,..,,_~,_,....__ ~ , _~...,.w_... ~ t i i y z 0 760
1 , } ~ i r
f ! 3 j ` i ~ ( ~ ~ t ~ 1
1 T } i 1 d ~ ~ ~ ~ i~ ' j t t , s ~ i ; } f i a
F ~ ~ { ~ a ~ i d E f j 1 's r { tl ? ' i ~ .r"
~ i ~ ~ t i i a....,„ ........,w_._....„...., ,..._..„„~,,...r....,.,,,„,.,....„,..,, .....,,.t . ,.,...,,...,..m..,.µ,...•..,.,,3..,,., w..r..~, . ......................,..,,.....,...¢.,.._w.......,,~_.M.~.,_.,..w.,....._..~........_._~...,,...... ~ .,.,Y_,. ,.,.._.,.~..._._..,,.......,..,.,.a......,.._... ~ i 1 f ' i !
r # i ` I ) i { F ~ ' I i ~
~ , 1 1 a t I i 1 t 2 ~ ' t ~ i ~ ~ 2 f 1 t, € ~ t V z
7 ( ~ ~ ! j i t t t t 1 t E 0 z o
i j ~ { ~ ~ ! 3 ! 2 ; i ? ~ s ~ t ~ s 7 ~
4 s i i < , r` > ~ ~ ..,.,~,........y, ~.,.._.,,...~.~w....m,~..,m_..._„w..n..,..,...~.~M,, .~..~~~~_.,._,.....~,u...w~M.~.,.~.~,.~..,.M..~.,.n,.__,....,~.~.~..~~.MV........_._~..~..,~ _~.,,M_,.._._._,.,...w,..,. .....m..,.,..,,..u.._~ .,.~.~._..M ~ k _ , . , r,~.,_ i ~ E _ ` ~.a U c~ _._,.._....A..._._......_.,...... 750
r ' { t f i ~ _ ~ 1 ~ ~ I i } a / i t cr
3 ! i ~ i i I 3 EXISTIN GR U D / ~ Q N V) z
1 ~ E i i i ~ i { /f t } 0 U
+ 4 £ i ! ~ k j i j ~ E 2 t oc
~ ~ r i j t } E i ~ 1 } i 0
f , i c, w
Cf)
~ k r i w
l w cr-
r t v 1 ~ i t , P ..w,.. . .v:. 740 N ro 14- LO
40 i ' ~ i t y. / 1 ~ ~ Y Mhw
' ~ r s i f s 3 ~ 1 t i i 1 i i ~ i f
r S i f ~ t { t ( ~ Y + i t ~ i 1 ? i ~ E
~ i i E t tt ~ } w ; ~ { 1 j i ~ i f f f r i f 1 i 1 ~ f ; ~ , e ! i 4 N 0 (D to 0 d U
i j j { p ~ 1 ..~~,,~c~ w.v,w~..~..~...~.._,_~ _.~~..~_.W._..~.~~._ ..t... . ~ ~._M.....,.. .._.__....r.~~_...___. ..._.__.~w____~. ; w--.---w- w...... ~ m~ , . ~ . N
! ! f ; ~ ~ s + ° ° s ~ ~ ~ 00
( 4 t i ' i s 3 t ~ ' ~ ¢ 1 N W W 0 M m W
t t F ~ 1 1 i ~E j 9 9 i i ~ i ~ II cl,. 0.... N Q ~ C1 P
+ ~ 1 i f F 3 t j ~ j t r f ~ r i ~ ..,,.W" t f i i ~ ~ i i ~ F•--
's ~ 3 1 ,....w^^ I 'r ~ .......,,,..._,.,._......~,._.._...,m ............._,_.T..Mr _....._v.,.,._.__. ..,w..., . ~ ._...,....,w_.~._~ t _.,w ! 4 ~ i Q ' ..,w...,. ~ ....M. LLj w z s m G~
t.,...,, f..,.~ _„..,,.,......,....M,..,_,.,.....m...,~ ~ .,,:ti~» ,,_„,w_.,..5., ,.,_.u._.»,...._,......~w_w.._}.,.._.m.,......,_.._... ..,,.....,__,,..,..,_.._.......»..s.__Wk._,..,.. } ,r, ,..,...w._ r ,,,.,...M,._,._._. ~ ~ ' i r - ' i ~ ~ ~ 730 > D w
N / i i r ? 3 } r, s ~ ~ ~ + c ~ r j i z z w w
II I s ' ~ ~J.! i ~ s i 7 ' ~ a i ~ w (n O O Q W E-
/ t 'i A 3 i ~ i i ~ ~ : s w C~ CL. Q,.. ~ U C1
f ? ~ 3 W ~ 7 ~ ~ 1 ] t 1 f r 91
S_ r.. ...y . m„ re.. ...y.... .r. . _,...,.T,,....,.,._. r ~ r } l.J/R
i f f ~-f ' ~ j I ~ ' i CLASS u
~ } i i f j {
? i 1 3 ) 1 1 { ~ i E E ~ 1 ~ ~ , t
` j { ~ j t t { ~ { f f t -'j ~f i
(J''~ ~ .....,v~.......~.... ~ w,. iV..~.«...-..., ..~,..........vn.r .„...w..r~-+n.. u~......~.v.......,.,.n......._.~.r.,... ..,,.......w..,....y. n..~.......,..._.~.w.wn.~.....v.~,.,.., ............r....... .................~-w..M~,..,., _ ! L.~ t ` ~ f i S ~j t i k V~ t 720
E , / L i i a~.7~ L E 69 M
~ } f F ~ f 1 ~ j l f ~ y 3 ~ ~ E } I ® oc lmAIL
i P ~ ~ ~ f i a x i i C~
1 ~ ~ ii t 3 E ~ ~ S ~ t 4 f ' f E E
7 i t ? ~ i j r h i t i i ..,...w..,....-..v w.,....,......w....,.,... ~ ..~N ..v...,,,_.,.,...., , r.. „ . }4 ; o ~ , a . , ~,~.,7.,, , wi _,4 4 ...u. .,,r.. , ,M i' c~
} ~ 7 ~ i i i ~ ~ + y K tr, f i ~ moo"
~ i ~ 1 ~ ~ , f t $ t 1 S ~ qq} ~ ~ 9 t i E, ( y
~ f ( F ~ t f ~ s ~ ~ I f ~ I y/ O}~ ~,~;sa
f ° Y i r 1 ~ ~ i f I N ' N i s ? NN'N~
t .w..~ . ..,,,,.».....M....~. a M _ . . , ~.v.~.. ~ w,.... ~~.r U __w. __~_....r, f~,. _.ti ~ ~.f`* ,710
s i f i i i F z ' w zE. O
i ~M~~ ~ ~ 1 C ~ k f } i Z ~
P tJ t E e # i i+L. Z f n ~ ~ t i ~ LL t ~t
Y ; ~ yy ~ 1 R ' O w « w t~ ' ~ N
~ E i ? ~ ~ ~ $ ...1.~ to 00, d d' ~ u......~ _ ....._...v ...w..... _ r--M
O ^ ~ tV ' b~ y~ ~ 1 1, 2 L W
2 i H
z ~ ; r .--~a . tf}r-N~
~ t k { ~ a r CC3Md`h
r-- i i j ~ F f., f'., r. 4 ~ . ~....,.......M } _ ._.,.w....,.,....._. .ll~ li --.M a , _ _ _ , . . _ _..,...M.,, __~...,._..r___ , , _ .~.r _ . , w , ,
COQ - ~ ...__,....w _ ~,,.__.~.,w_..,.~.,~.._ .w,_._._w._.._,..,.~..~_.,.. w.~,.,w. t-- ~ ~ j Zzz r i ,700
w __O t a V Z € t
i i t r j ry Z~Z2 i i k ` .
f ~ j ` $ O.w ` J ~ ti 3 t
2 j i ~ ~ i ` ~ d' C7 N N ~ : s O t ~ ~Nt~d'd' .M~.... ~ a.. r.~. s ~~...ry....._,..___,. , w.,. , .
i ~ t ~1 j ~ i S ~ i ! ~ E
~ ! j ' s t i i r
O i t i E 1 f I F 1 # ~ i S } i 3
P ~ 3 ~ d d ~ ~ j ~ 1 1 ? 1 ~ l y
t ~ # ~ i 7 ~ ~ r ' __...,..,...,_.~~..r_~,,._, , . .._..r._......,....,, _ _ ~ . ~w ,a ........,......,:,~..r... ~ ~ ~ , w .
, w, J V ~ I w.. ~ W « .r ~,a, , N { 7 I ..._.H_._......., x-.,... , ; 600
4 t } J i LU
....J r i t j i i ~
1 P1 < t ~ S i
z i j s ui a
. „ w i L
f L II
~ I j 1 r
, . ,_,i.: LL
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 .18+00 19+00 20+00 21+00 22+00 23+00 24+00 +-oo W
1 ^A mnA LnA.""O"k Z
L01-ENDWA LEGEND 50: DWALL, Luz, LvA*j LOMA ! %0-r utj ..J Q z
~ W
an W
:C
_ c
Z: LU o
rrr/ N LU"
Llj
Q z
DRAINAGE {N11111ib ++ittltt~t J Ll-
Ci ~i
; 50 25 0 50 100, 150 o,,.• S' &BRIGI TALBEJNJL LIGHT
- - - EXISTING GROUND PROPOSED GRADE a a AL • . - °Q SEAL r": 4S LTAMS SHT. 116
0 : = M ENGMMaNG &PLANbMG C ONSULTAN SCALE IN FEET 14613 - 26421 ff r 4944 PARKWAY P kZA BOULEVARD, SUM. 350 a, S= 350
PROPOSED CONCRETE PIPE •,NG , •.N E. . kr iaorz Engineering, Inc. A 28217
N . G1NE•. Z' NORTH CAROLINA 28217 I®~ •®esees CIRARLOTM 1 =5 VERT. ~9 of the Carolinas E D A , G PHONE. [phone] FAQ 704-426-60W k r X26-6E"f80
gilei9A11ri11411 ~ r r i t~ i t t t++~ 4 .01 • www.talbertandbri ht.com OF 140
~ 9 ! 128 S Tryon Streetr Suite 1400 1 Charlotter NC 28202 Z
- - -

W 0
1- ~
. , ,..,.,.,T,.,., ...._..,...,.w . . ........w_ N., ._~.~.._~,.,.~.A_~. .~u..M,., M.~,, ~..,.~,_.,.w,...._,.~. ..w r~., . N......,.........M.w, ,,.N,.~.., w ,_.._w.,,w~~.~~„ , ._,.,w~. _ N? . , , , _ . Y~ w w. ~c--,. 73a ~ . I`7 0 t~ 730
} F r ~ ~ r~ ~t Ka KO4-OQ d' K
~ t 1 i Pr N II ~
~ 1 ± } 1 w ~ ii ~ w W
f ~ j ; S t d ~ Q t~ Q
it i . ~...w_ , . 73a ~ _ _ . _ ~ . . . _ C~...w . . CY
730 ~ ~ ~ s KO2.O4
KOZ ' K42-02 s 1 I ~ RROPOSEDGRADE N
h r II h I! , Z
~ w a r- W h-- tJ}? D
c~ PROPOSED GRADE ~ . . - ` 4 . ~ . 720 _ _ . a, $ fl!' Q
30 R . CP C~.AS 31 g<67 720
} _ cn
v i Z
f t ca
' ~ t 51 ~ Q U-
720 .n e.... w,.. .,M v 1 Jj,,. 452. a. 7~a . r _ . A5S Ili © ~...~..~~.-.Y-r- 4 RCP C~. Q
~ ~ i ~ , . Y U-i
E W
V/~' - ' ~ ~ W - rn i ` Y• of J ~ w
RCP 30 5.40 , 4 vm.~ .~r rv_, ~ .~~...w~...... , . .....ri.. ~ . . Q"' i 452.41 II II . . 86 II ~
. m __.N,.. , M....,,. _ ~ : . M..~~,..~~.~. s ..~4. ~ 71 .w.~..~ ~ . a ~ E_- - 710 D
1 ` f , ~ { s w0 ~ wo w O J
3 ~ D C) (J ~ } Z p C} Z
f ~ 3 Yh~ EL U? d- u} (1. O n CL Z N C? 0
1 ~ f i y i' ' i t'-' r f
...._.~~,.._._....r..~....._._...~........ , ~ r w. _ ~ ....,_n... 710 ~...._....w. ~ w. ~ 1I . _ 710 ~..r , , . _ u~......
woo { f ~ ~ ~ ~ W -O r J F- C7 C~ to U W W N p_ W
> ` > > d.. LL N ~ fl
h z~ ~ c~ ZZZ
a ¢a /~`yyam w w~/~ w LL.QVJN ' EXISTING GROUND ~ Z Q
cv ~ t ~rr , , u _ o~~~- _ _ , 7a0 r.~. . _ , , W Z m LiJ ............y_ 700 D 0
Y i t ' 1 C ~ / ~ 10+ 0 0 11 +a0 12+a0 13+00 F- F- M o
} f~ w w z LLJ (n C~ -a W
i W 0 JCL' < = d
~v ~ri~ i 0 Q- CLL C7 CJ
t~:.,; / VO r . . . _ 7aa
+ ~ ~ { _ j ~ s+oa 1 ~+aa k
c ! Y r } ~ ~ f ~ ~
~ 1 + { ~y t
1 i \ 1 f
{ S f t t i ~ c
t ~ r ' a } ~ i
7 f © ~ ~ ` r
1 '~n j , j i O (I f L- Ask
EXISTING GROUND } a za t ~ r~ o f
~ I! h~ t _...w._. ....,_..,.....~...._4 _ , , _ ~ a... _ _ . _ . _ spa 73a ~ _ . m_ _ _._..K_.~wrw~_ 730 A
~r _ 4. 690 ...~.r....~..~,~...µ...,........,.....,... .k....~_ _...w._ .__~.._....r.. . ~ u ~ ~ ~ ~ ~ _ ~zz ~ w. KO2-Oi d sum
w o co x o zj~m]~ If ~C l.i.l ~
~z Zo h Cif
a~ ~ PRaPaSED GRADE':, °
~~aX~-o ~ryy .y ~ry , a •q.... n i , /
mom
1 4
' t e . _ _ _ v , 720 _ ~ _ , . _ . . . . _ . a%
~ 7 a 17+00 it 20 720
10+00 11+00 12+00 13+00 14+00 15+00 16+00 ~S ~ CI.A MCP
1~ o 0,15 ~ 5a
t r N N Z mom
. , . _r.._ r~... _ . a.. ~ _ ,u _ , m .
~ ~
z
Z Cl.
O. ~ tX7
w ~ , 710 . , ........_.r_ o _ ~ , _....v...... ~ w. , . M.. n 710
k
4 W
w-..-
t , sC
5Q W
700 K. _ 700 ...1 O
W
0 ~
~C
r.. r M um c~
o w
0 j W
O 0 li
a~ zo r'- 0 -i 0 z
u7 ' . , . . m
690 _ 11 2~ ~-~Z- - 9W 690 W
U l..i X to .0 II
>>m>~ EXISTING GROUND zz za S
a CSC
x . ~a as W
10+00 11+00 12+00 13+00 14+00 15+00
o CJ~ o
K02j K02-06 O
O
W
Q
Z
DRAINAGE W
0®t1~t6liltN/qar Im M"
LEGEND 5C a' l 5DTGJ 0 25 0 50 100 150 !s Q ;
o+ . dr S I TALBEK 1 ro Yn~ • I . \ ~fa. • `4 °s a UGHT
- - - EXISTING GROUND PROPOSED GRADE 4 9 • : X2:4 • SEAL t
ENGINEEMO PLANNING CONSULTAA SCALE IN FEET 14613 - 26421 - RSULT . S HT. 115
® a q° fY f • 4944 PARKWAY PLAZA BOULEVARD, SIUTTE 35C SUITE 350
I-I PROPOSED CONCRETE PIPE •.~G v - •.N . . <v ® MDR Engineering, Inc. ~ .GINS . CHARLCM NORTH CA~1t0?LINA 2817 ff f I ? @" o 1 =5 1tERT. % 9 ofth A 28217
the Carolinas D A G ®a , C E PHQNE. 704426.'!Q FAX. [phone]M . ~ k y r ~tj?/1llAtii4la , t,, r r r f r ' 42b-6080
4f www.talbertandbright.com 128 S Tryon Street, Suite 1400 Charlotte, NC 28202 OF 14
- - - - - - - - - - - - -

tf)
O LLJ Q M
750 w..._~,....._.. . w„.~.,... ~ _ _ _ . m . . n ~ ~ 5a m._._.. M w~....,.M~....~,.m_ ..._,_..~...~.._M...w._..M. _,,_._.......~,...__...ti,._,~....,,...... i © O
~ f7 i i i ~ t
' 4 ~ ~ 4 i i ; ~ A ! j
f ~ i ~ K01
J f t i r } { ~
{ ~ t r _.Y_,. ...5._. } . ~ . .u.._.., ~ ....m~.~._. w.._...,..~~ ~ . _ .
i ~ ~
k ~ , V)
t i ! f i 3 i ~XISTI G GROUND ; FUND O 0
4 i f \ ~ KO~G2 to ~
f ; ~ ~ ~ ~ i S 1 ~ _.w_..~...~._~,..... ....,.740 U
2 740 .....~.~a_..,....,.._...n......, _ ~ Mrv.... M_r. .f m.M..~ ~ ~ y'``~, r
1 ~ Y a ~ ` } v ~ i t t ci
4 ~ o r oo-- PRQPOSED GRADE 0 U
1 7 ~f i } ~ r i ~ i }
I 1 ~ f 1 f 1 E i f ~ } ..m i..r. .nn.w .,_...~.w~~.v.,n-.......»............ can..Lrv n.„.r.. ~.m-.+.. . h . , .........h........ ,...n......... w.. . «„e ...r.......,...... .i.....-~. r., i ...n.n~.:. „r„-.v. ..n n.~m.n~.a~. ...r r..-.... w~.e. .....~r.a...~......:..n.._..n.w._........,~,..~r.r...n.~.... ..-rn..r..~. e. ....v... n.un..~~ ..:..........a....... «....,...w...W...~.. ~w.. v. a, n.. n ~ .f~». .,M,..., a....,~.._ .M ~ ~ . u _ . ~ , . ~ _ m..~.. m u. .r 69a a
y •r- ~t ~ , 69a j c~
Q,: i Cy ~ i ~ 1 ~ E 3 ~I ~V 7 \ W~ f 'ti..."',,,~r..,,..A,..,... ~ ~ i V)
{ ~ ~ i { ; S 4 ~ 4/ { ~ ; ~ ASS Ill ~ 1.08 r.. ; w
{ 1 S ~ I s ~ ~V ( ~ ' ~ d A N W
{ t ~ ~ I1 } ; i S W ~ ~ r _.._....._._M.._ ~ .._...m w......,._~.~_... _ _ . . r. . ,w. ...m T . . c~
~ y , 1 . 730 . , ~ f M1_u......... , ~ . __t , ~ t X730 ~ ,
r ~ K06 t ~ PROPOSED GRJ~DE t~ Cl.' ' ~ ~ , s~ C~ ~--r E~CSTING GROUND
i / ~ a j ~ 7 1 ~ f
f ~ S ~ ~ S ~ f I r i i s ~ f R K i ~ i i i
{ t K06~ r ~ ~~Y_ ~7.oa
i - ~ ..w _ , w.,. ~,..,a,...,,.....,..,._, ......_~..r~ i i 4 j i . _..__..._.._.w~._._~_._ w .M .r...... _ . _ _ ~ . 6g0 ~o __...w...... ~ ~ 6 y N
7 i i ? I ~/y { F- 1- o m to U W W N CL W
X05.58 l.. LL Lt N ~ ~
~ 1 i o r~ ~ u ~ ~
E /P 16$4 1..~ ~ 4 ~i ~ ~ . a~ u~
. y y z.. ~ .._.,,._v ~ _ _ - ,...~....w_.. ww.......__.~..... _ v,~~. _ . 720 ~ ~ : _ _ ~ _ . 11 Il , ~a ~ . ~ rv . , . , ~ . .~-720 ~..__..~w...........~..~._..._... 11 Ii ~ ~ W Z m ui D Q U U p LLJ V)
.s i J oo~~ 9, ~r (`w+ ~J( (/l~~ 0/0 05.58 ~ ~ p ~ ~ ~ Z
~ ~ ~ ~ ? ! i J W J~~~, Q„ ~ ~ U W W U W
f ~ 41)6.85 ZZZ 5'r7 _ p w° m cr z A
c c ) i i 3 ~ i t t E j r Z . ,c; > , } cp CJ W Z 0 0... 0 U
t i r y t ` ~t~tD = ; . , . ~ .w.__ ~ ~w _ 67 67a
317.80: ~ i ~ i ~ ~ l i r j F i f i
f t 't i Qr^ ~ t ~ ~ i ; ` ~ Ol! 4 ~ ~ V D ~ ,
( ~ i i t ~ ~ e'..' 4 ~ N t
~ N r ~ ( i ~ i ~ t i r., } ~ } ~ ~ { N . ,
1 t f , . . 71 a ~ ~ N ' 11 , ...u _ , r ,.~.r.~.....,...... ..M,.... ~.rm:~w ~ ..,.a_ w . ~ w 0 I
# ~i~ ~ ~ E i L- I~ f ~ i } WZd ~ a w o 1 o+aa
t [ J ~ ; ~ f Z ~ , y }
U ; ; , Q t s ) f Z Z LC) CU ~ Cl.r ~ Z [l. D L- AdINIL
t Mryr~ i O w W ~ O a
V V 4 ~ 4L V ..........................M__ . . ......M . _ _ _~....._..__..~._,.N~_~.... ,.w _w.,ri~..w.~..___ . . w w fY d~ ~ ON oC
~ t w~Za 3~~-aa
--a Z Q
E 3 r ?~~Z ~ E ...N _.....~.....__m~~M__r.~.........~..~...._~._w .m. . _ . _.w.... ~ n.~~.~ ~ m ~ _ .

fY Ca C(7 Q~lh7t~ i t Z
700 ~ 4 ' 7aa k
's
~ ~ i .a . ~w ...w...... . 740 . s. , 7~0 740
~ ~ r,,,--
i f • ~ w K08 o , Z
S i ~ ~ i i F ..r' EXITING R G OUN~
t { i i } h T ' ~ f f ~ W
r ~ ~ ` i ~ ~ , ; ........_.,_...~__.,.....~.w.._...._~._,..,.... ; ~W _._.~~..........__._~..~_..N........._........M.~ I'` ' M_.._... _......M.........,._
Y ' ~ i s ~ i E ~ ~i N ~ ti r S
t i I ~'ROP05ED GLADE v__._..._ _ ~ 690
i,..,~.,..,.. _ ..m w„_~;,,,„ .w,. ,M ..,.v...~_,,,_., .w. ~..~_.._,..~._~..~.,._>.~.._,..._„„v,.~...~~. ,.._..__w~..,.r,w..._,,. _„.._._....w._...~..,_ M .....w..., ry_... 690 rv , ~ w< , ~
f { Q.
{ , c~ 7 a .~......_~.w~.~ T_.. . 30 u.,.....~.._.._.._~._.. _._.h........_. ~ . 730
f F
< < r ~ ` , f ,
..v . N..w r........Ty ,_,.......~...........~.._..._._~_,..~~,.~._.~.._...~._.......~......M.~u_,wv._..__._....._...~. _ ~ _ , .~.........._v........_.. ~ ~ w. . „ ~ 3 9 T /f f
~ l s j / ? ~ Y
s i 1 ~ . ~l u.~._.._ r...~__ ...s~.._.. r-.v_ m~.._ _ . _ . v_.
i 7 ~ f j % S f 3 ' liJ
t Q~0 4 }
r . _ ..y..., .r.,.., 680 i 4 , 1~ Q/~(~ t ~t It
i Q~~!}.~~
f ~ ,::i"
E r 72a 720 a 720
i orrrrW
F t 1 -.fin, • . f, . .a.- "...,.,w..,..,,,,.:.,. ,q..,. .,..,....o,. ,~.,,.,,.,,«.,+.,.,-....,.w..,,».... w...,..,rv v.,. ,..,-.w. „m.,-:,7., ..,..,..„,:.,.....,.w-,,..w,..,,.... N.-,......,..,,, .,.,....-w.,, ,.,y, ,..,w,.....,....»....,.,-.,, 0
„ r { ~ ~ i 1 t f i i 1 i i Q
i ~ t f ~ E i f un li
i I 1 t I
i F- Z) wU
F t ' ~ g w..» . , , _ , _ . , 670 ~LLm cr.
670 , _ ......z . . n w o 710 ~ Z <C4
Ow 1
i i f ~ s f b 710 ' 710
i d
s r w,.. ....N. „v.,.. ,.,........mow..,...-... .,,...,M.._ W
Q t' C"j
? 2 i
1 Y 1 ~ i t G~ MIS =W
i 1 . J Z W O t 9
, z \
660:.-, a ,.,..,n , 660 z Z 31+00 32+00 t'3
24+00 25+00 26+00 27+00 28+00 29+00 30+00 0. p er- 10 tO N t/a
®rt-M~t 700: . . _ ~ _ , . .
KV -^6, KO'mO6 KOlmENDWALL, K06=&ft8 K02v K04, m t s 700 10+00 11+00 12+00 13+00 14+00 700 a
CL a
KnAmOZ FXV w
DRAINAGE W
`roprerarrrA1t~` j ~ ~ ~ ~ ~ r
A DT f 25f 0 50f 100a 150f e0® ppoo??pp• i
LEGEND 50 50 ~p.•• < TALBERT 0 FEEFEE9 BLxL LI%JKI .4WLTANn SHT. 114
EXISTING GROUND ? _ ; a SEAL r .
SCALE IN FEET 14613 25421 ENGaMRING & PLANNNNG CONW TAN ? -
PROPOSED GRADE PROPOSED CONCRETE PIPE ff 4%4 PARKWAY PLAZA B KA"ARD SUM 350 S= 350
? ~V 1e H Engineering, Inc. %1N6 CHAPJJYM 1\ t, ?p?? ?pp? VRL~• MIi~IY~.[1 28217 rj 1"=5" DER T. ®t q of the Carolinas / . A 28217
Lp C PHON& 704.42.6.6070 FAX, 7044 Ltv rrxrr 4266480 OF 14C3
4? "1 ° www.t lbe an ri h c m t n rt db t.o 1 28 S Tryon Street, Suite 14001 Charlotte, NC 28202

C-)
LO
H ~
.._.,.~..~~..~..,._.~.n._.,.,.,. , _,_._........,_.~.~,_~_._.~_.,_.__....._<~..~__.,_~__._y_~...~~._._._....__...,.,..___,.,_,~_~..m._,~..~_.~.~_._ ....,.x.~.y....,,___...._~...~..._.,~.,....__......._.__.....~._._.~. . . . . .H., _ ~ , . , _ _ . _ ~ . w....._.. ,_,_..__,_.w._,.._....._._ _ a.. ~ _ ~ ...M._._ . . . . d ~ - 750
~JO a..:~...w . r......... w.._... ,,,w,._..~.~_.,.....,_ M 1 t ~ S 1 i 7 f f
a t S i `s
! ; [ } ~ : a ' ~ 9 t i
s { ~ E i
I 1 ,y. . .i,...,..... . . f,. . ~ ,
t ~ i i
i 1 1 ? 1 j i 4 ? V)
t 1 I 1 i Y i i ~ i j ~ Z 0 Z
i i > j s V) 0
S fi r 1 i t 3 > , i ~ 4 _.W,.._...,....... .,....._.,.~.h,„.,~..,.. t ? U
~4a ~ ,....M.. ~ NK__. ~ .~..M...._w.....~.~~.~...wM.~.~.~.~ __,...~..w.._u~, .M...._.r.. ~ A~._ i i e 740 r
4 ( i 3 s } tt t ' k ~ } i { 1 j i i S i V)
i i i { ) f f e 7( Y i f i ~ ~ j © t t { Z 0
E ~ S j 9 ~ i ~ t y ? f ` ~ { } i N i t Z
$ ~ ~ r C ( 1 _ 1 „,.v. ' t ~ r . w _ .,w .w .......w . 0
' i t ~ .,m. ,.j i ~ . W..,..., , . «.~,-a... ~ r ~ ~ { € S ~ l
~ s ! 1 ? ! ~ 1 } i t } ~ i r. i # ~ I ~ a ~ k W
~ ~ E i ~ 3 ~ j ~ K0+4 ~ E < 4 Q
i i 1 i i ~ ~ ~ ~ k W ..J W
f PROP SED GRADE i i.{) f t 1 i ,
a , , 4.,~~._~.~...... ,v..~,_...,_. w ~ ~ ._.._.,.w... ..a.~ ~.~.r...w_ .._...._._,u..... _ F 730 N t°7 d' tt7
~I ¢ ~ = f... W
EXISTING GROUND - t Q
~ ~ N ~
F I ~ < a
F ..~..._.~.,...,.w,..~. ~ u.~._.~.~_...~...,_t ...r.,.__. A..,. ~..~..W......, w._ .v... ~...w w..~_.~......... _..,~._,...~M.......,_....~.._. ~ . 1 a ; ..............._..:.,..w., ~.,............~..._...._......._,........~..,......;.~....a._..m.. _ ~ ._._.,....,.....___.a... . . r u . w._~x.._ ~ ......._._w_.,..~ _ ~.s _ ....._.w. ~ N
j Kt?4~ d' F- © t'n (n U
t W W N W
~ r ~ 1 ~ i j i
' ~ ~ ' t S ~ ~ y i i E t f ~ S 1 ~ i . .
£ r 't e 1 , i a : t E ..f, 720 ' y,.,,... _~,w ~ .,.J._ 4 w ~ , i s / n M...._.,,. _ i } i k / Z 0 m 720 w z
x l i ~ i. i ~ i 1 a } i i k ~ t f f ( ~ 99 Q U U
i ~ C i S L.:F ~6, CP 317.8E Z C.~ W
i ? ; ? j ~ a r ~ f } 7 } ? i S C~ 0.5 GLAS } ~ i (l) 0 0 Q W W C~ G~ L1!' = Q
~ t t i 1 ~ ' ~ 3 t i + ~ ~ ~ f { ~ , f C] LL d.. D U L~
i r i 3 i 3 a ~ I i € t ~ .........._.__._....._.._w.„,.._.,,. . .w_.~.._... .~__.~.M._....~..~ . _ . . u.,._~_ ~ _ _..n _ r _ . _ . ~ ~ . . . m . , ~ . , _ _
i 1 i . .,.E , ~ t { t ` ~ ~ V~ p,SS ' » ` C~: ~ ~ ~ 317.E F~ 317.801
5 ~ ~ x.49.
~ ~ i ~ ~ j ~ ' ~ E ~ ~ ? w__-----~- y -._....r.,--.--r
} i i i E ~ ! r s
f 2 I 1 f a _ a , _ 77 _ _ _ , . _ . ..___,..w.,,.._~_~w_ . ~ ~ . _ r . ~ _ M.,... .
4X CUL E ~ E~~ r SASS 710 4A
t ~ . ~ n UCT 54 4Al~ C S~'~~ T U~.~ER
f ~ An SOX C i i ~ i ~ ~QX ~ F 9.97 44~
~ = r , ~ a
4 ~ c l ..w.....,._.,..,............_..... ~~.,._...,,.,.._...,A..._..,.,. _U.,.,.. i ~..M a . n....... . ..v... . , . , . ..~_._m.~,~~,.~ .,w._.v.~_..__... ~ ...w _ ~ ~ _...a . _ _ _ _ _ ~ ~ a
. ~ . j = 1 i i
i ? E r.. 4
' i i . ~ ~ , f ; ~ , iE ca Z Q .
1, 3 ~ ~ ~ {
~p, S i s f ~ ~ 1 3 i ~ z
' 4..,.. ` i 3 ~ ~ f ' a 51.69 s 5, ......,...,,_M_....__~. .~.w_~..,.......__.~,...._,_,._._..,_,.. . t...,.... _ _ ..~._...._.._...M.w....._.,..~._.,__.... ...,.,..,.,M._....... . ,_...w__,. ~ g. ..w_ _ . . _ _ 700
~ ~ ~ ; E P ~ j ~ E t F- x i i le.l ~ r J ~ ~ Q
i (w" 1 ~ J ~ j E , t 'C' { I ~ ~ ~ S ~ F ' Z 's T""" Wi'~
Y 1 L y ~ ! 1 } ~ZZ CL
> ~ ~ ~ 1 E ~ ~ i ~ ~ i j f ~ s. jj ~ , E 1 ~ E ~ ~ r ~ , t,B'? i ~ LY_ N N ~ ~ 4
E E ' w ~ f S } M.~,. ~W C . ..a- . . r , I
KOi J p 3 k i r e ~ ~ ~ i fr r7 ~ i
V ? ~ ~ ~ 3 c ~ i j oo ~ ~ ~ ~ oo~ r
j ? } I d a ~ 1 1, 1 rr.~ ~ o
_ ~ a i ; Q p n I 11 ; ~ ~ s z cn
r- .~.u_~_.,..,_N.~,..~..._.n. ~__M_.. ..m...,......~.....~..M._........~__,..,_~.., 690 t ~ ~ , . --~_......,........u. ~.~..~.w~..w..._., ~ rM____ ~ ~ a _ ,.r _..~w........ ~ .._w.. v~ w_...t... M~~._..w w_ _ M__.v~ . _...v t,.. ~ .._M._ _ w... ~.r_ , _ ~ .....,.,w.... 690
i ! d- ~ h ~ ~ r zz
} C7 p i ~ f f~ W ,a ~ m
/ ~ zz { ENIDW 1 ~ ~ , ~ ! i © i zz f s
~ ~ ~ t d ~ ~ ' N N j ~ r
~ z ~ Ii ~ ~ r .......,w..._.._ . ...~.~....~...._..w~... ..,_~...w y~ _ w.._~.,.~__ ._._.w , , , . .__,_I ._~k--.,,~,~ ~ ~ _ir.. d' d- d' _ m., . ._...r._...__.., __....,..._M_.... r........_ .w~ . .~...,._..w~. _..,......u„ . u .__.w... _......_r........a.._.~. . ~ f
f (A s ,
~ w 7% ~ z ~ a E
1~! ~ t ~ S °P ~A$ wt~~ , zo C ~ i f t
ow~-~- ~ ; L1Cw~~~d,Q i j
z ~ DDI.a,.t,..d'~ ` ~ , ~l w........M..._.. . x...~...~, . Y ~f Y i,,... , V I e i i t .v,..... ~.r.,.......~ .,Y..... ..rya,. 680
E ~ ^y r s P ~0~ ! E ~o~. 3 1 4 } ~ jq t ul
t E ~ ~ ~ ~ , Q a t ~ ~ E
~ a © ~ oa E F E i t { ~ ~ i
i ~ ~ 4 y ~ r ~ wv en ~ ? ~ a I € ' ` ~ 4 ~ ~
t ~ ~ f 4 Lo
Z Z Z ' ' 3 I I ( i 1 I ~ Y r i
' i 1 i ® un
J I 4 1 } i Q Z ZZZ s i i I i z ® 0 ;
i S I z IL
10 -1- 0 r4') U) (O W tfJ w, 1 1 , . .v,.._.,..„.,„,,... M. , , . AC v
670 ««,.u_..u._...,.,«.._......_w_.,...,.,._.«...., w. ~ « . . ................w.«._..~_ , , .W_,~ ,..w..r ««..w.~,~~..~ _..,,.._._..u...«.,..__ . _.._......._w......... 1 t 670 V) uu 0
1 4 LLI
i J ~ ~C T
! S i
{ 1 t~ ~C W
7 j i OC ~t uJ
i ~ j { t i
i 2 f 1 f
1 t i i F 3
t S I r S ! t S 1 , 3 i UJ 0,
r t " ....»,-,.,......u ..................wv,.....+.rn,-r,.er+...-r.r..-..mn.........,.« ...,..v...,.., »,r .....r...,.. w.«.. .n. m-,.. r... , w.. ...,.,.,....r, w.......,......... .....+r,....,.».....n e.......«....: r ..,...a.... r-.r......,,.-... . . . Y 64J < r,.... . , u . « .,..r. -r , v - .n , 6603 I'm w
10+00 _ w.....m.,,-........ v-..n 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 )D ~ co C) V)
2 Iff 1'e 0%
K01mENDWALL, K01, K04' Ill K029 K049 K04=069 K"Oul Kvr"1'6'% of m r/ N
A~ O Y. Q
W
Q z
DRAINAGE _J
®'~O~,AtltllNybr®~~• • n1f, A T)VT)r-r&BRJ U-
~C. A 10=N T I TAkj
LEMIND 50i 50' 25' 0 50' 1 QO' 150! 1 ~ P IGHT
EXISTING GROUND t AL SEAL r
ENOR EEMG &PLANNING CONRXTAM SCALE IN FEET 14613 26421
PROPOSED GRADE ® ! r 4944 PLAY PI:A, BOULEVARD, SUM 350 SUM 350
PROPOSED CONCRETE PIPE HC9C2 Engineering, Inc. CHARLOM NORTH CAF?C?LM,A, 28217 1 =5 VERT. q of the Carolinas E. ,28217
. •C E~ U A G PHONEe 704.426-6070 FAX. [phone]= • ///C n or to •t~b11011111/®/ ° / r r l i l l t l t ;moo
www.talbertondbright.com 2 1 128 S Tryon Street Suite 1400 1 Charlotte NC 28202 OF 140
_ - - - - - -

Q V') Gi p
~4a r..M~ w ...v..~..~~rt._ ~ ,...a~ ~_.~~,.._._....r. ~ ~ ...W.~_ .M...... _ v w.. sw..._ , , . ,~._.._~,........,.r~. _ . , ...n . j ~ ,w..~ ~
f i
Kt~4 ,
F k ~ ~ + l ....w.... . ..n.nr' w.W` rye ..+.w...~
t 5 ~ s 1
'fir t ~ ~ t i 4 t o , t ~ i
' f t ~ T W, i.... , I 1
i ~ d $ ~ 1 i ~ d V
E ~ a { i ! ~ r i i ~ i ~ t ~ 3 O z O
{ ti E ? ~ i i t 1 ~ ~ i ~ 1, v
{ f 1 ? t f ~ 'i i } t ~ / f i i ~ ~ ..r _ _ . _ 730 c~ D
730 ~ ~ E t. E G ~ a }
i f ~ ! I i J/ i } / t i' ~ f ' { i i 7 i i 3 C a
t E l t i 1 ~ ~ 1 ~ I K04.04 (Q ; ~ ; U
I f ~ f, i. j 0
~ t ~ S S a.„. cv c i, C ~ v r~ M..rt w. . ~ ~...w.........., ~ s~ t w
~ V VIA .r,, ...a. r.. ? i W C w
F { 6 f ~ V 1 s f ~ \ ~ j Q
} i i i W w
t ~ i j ~ 1 i ` PROPOSED GRADE d w
1 s
720 ~...M,_ ..._~.,.~__~.~..~...._.~,~..~.~_,~.~.~,_...._.~...~._M.__...._..M~~:N..._~.._._, ~.___..~.~._.,.M~,~._~ ~ w.~.~__aw__...~..~._. ...w.............~M._..~ . . _.k.w..._...._ ~._~..._..,....w._..._,_µ..... _a,__...~...,._._~...,,.~>.,,,_
F 1 i
f `r ~ r I ' y N
i } i d LO 0 0 O
» 810 N
1 ~ w,,.w r....,..,. ~ ~ i ~ s { GLASS j _ ,:iV ~ _ _ . ~:27`. ~ ' F- c M (n U
i ~ f i S j W W N CL W CL CL N -7 C~
4 t f 4 i 1 i t
f f ~ RAP C~.A ~ 42 9.30 L 1 i i , ~ t e
53 r t t i i m z O W z m °W
~ w.. 710 f ~ ~.~w. _ . ~ ~ ~ u~__.~_.~...._~._. -~....._...r_»._,_.w__ - - _ 710 ! ! ~'i m d W
t 9. 390.2 Z W z y - W CD --3 C) LJJ
~ t ~ C © 2,
f ~ y ~ j ( 1 539.31 3 r, f W ~ ~ z 'C" ! Li w w w z¢ o CL CL 0 U
i S i ~ ~
t ~ i ~ : ~ I { ' 4 li i~~ ~ ~ r
} LL/ } 's h~~ `s i I- ~ ~ I-
Op C7i Q©~ s ' /ry Q E { ~ i o _.J ~
~ ~ ~ i i ? ~ ~ ~ ~ ~ I! II E ' s -ti,-•., I! ~ ~ E g ~ Z ~ - Q.
Z t- ti?a.a ] 1 i ~ i M y„ ~ w
? ? t 4 ( s ¢ > ~ z i... {*~1 ~ 4,1,., 't""` .,._.,~.,e......~...,..~. f~ M ._f._ ._..w... ~ 700 4A
700 Z ~..,...Mw..r...,.v... _.~...~........~.~..____.._..~..,.._..~_...,_~....._,.r....._.._~.~_._....~.~~.r ; __...W....__...._,.._._..w. _._......w._ w > ~ t ~ s 1
~ r pZZ_ ¦~t t~
= t ? Z ~
x QNN.. ~d"d'd"' ~ [
! ~ 7 1 r + i r i...n....... N ..~.........,...w.,.n.~,,.,..,....~.......,.,.,,~..,.w..~.rti~~..u..,....,..;w.«,...~............r.,..~,..,,.,.....,.,,.w.i......~_..~._,.....rh,...._r..~,.r.r.......c....T.~..~w......~_~-.....-. M .....~~.w., „.:~W.~.w...,.~ t ~ ...........N........ M..
12+ao 1 ~+o0 14+ 10+00 11+00 14+00 15+00 16+00 17+00 18+00 19+00
: :
.,._...M.~__..~_ ,...m,.,__.....w M......_,..,._._~~,,,..__. __-....~w,.~.., ..w_....._~..._.._ 50 . .M Z
750 ;._....~~.~._..ri~.~~~....~..~u_m~,.~_~_.~~_m~ ..__.._.~_..w_rw~. .w~._....~...._m.~M..m_ ~._.~...~...~_.w... _._.,.m..~~_...,~~__~. M.M. M..._ .M..~ . ~ d F E , f f
i i i 1 {
i s ~ } I 'r f t H
{ f { { r, f ~ ~ f o~
k f 3 ~6 Z
s , , . J W
{ ~ ~ 1 i " f 3 } ~ ~ /jj ~ Y t
k i 3 t
4 M ~ 4 ! i , K Z
j l ~ x i n t . K0~2
740 r_....._..~....,..._......w,...~~.,.__~,.~.....u,...~ _...~~...._r~._.. , _ _M... _ _~M..~4..,..._,...__ _ .w _ ....,.......r._... .e.. _ , .r; . .i_ _ ~ _ ry. ~ 7401 ca
Kt~ t i. ao ` t
{ { l M
f N , r'7 ; ,
t ' 4 ff , w i~ f
~ i f _ i ~ S` . . w, .
I 1 } j ti 1 ~ x ~ PRO~oSED GRADS ~
1 s ~ 4 { '3 ~ ~ PROPOS D GRADE
i
~ f i 3 s i ~ 7 ` t
i 730 ~ ~.~.~M~_.~w._....T._~ ,_.~_M_,.,._...._...._..~,_, _ w_._.~.._~.,~.Y...~..~.~~... ,...~..w,_._....„._.~.. ` i ( s . . ~ ~ r.._ ~ m.. ~ 0:55% t..
1 I i ~ , ASS- Cfl ` 38 1~~';18 3 419.
! ~ ; t 3 1 1 V
kk ` ~ 1 4 ~ 0. ~5 O ( j j j _ - ! i i , Z
} i .u.. w
r i 9 L0
® un ii
i a Z or
i i :J Z C Ct) Q
EXISTING GROUND 9 ~ 0) N
M_. _ v.._ _w n_,« _ _ u... r_._ . m 7 un C)
720_ 1,71 20 i i hZ) W0, mi 0 ui 0 w (3-
! f J .j Z . < Q,.o
b 419-39 t } d Z I--
I £ E Z'. W
, ! t 00 C] W
f ti Q ® ~
r + i L ? r r F 0
} Q ~ a Q Q V O 1
r 4 hln00 i i 4 N
o6h 11 ' N r,, II 0 0 0
710 710 Y
zz F- :D w~a } V)
Z Z w N
2ZZ i zZ O
i I,J.. /14-0 (o Q eV 4 , O 00 'q-
© ly"J N © \ W
10+00 11+00 12+00 13+00 14+00 1+00 16+00 17+00 18+00
z
K06v K06-02v K06-04 DRAINAGE lto" " et fit/ -i LL-
took" C r) rr NO 5 i
LEGEND 50 DT a f 25' 0 5a 9 100, f 0® ®esgo• ~1 o..•• . < ; 150 &DLXL ® V M G A GHT
Iq iQ tl d \J a ~.1 I • ~
EXISTING GROUND 9 kir- L • M ~ « 0 • ~ . a. SEAL ('a = = ENMEEMC &.P G CONSULTAN SCALE IN FEET . 14613 . 26421 4SUL'TANTS S HT.
PROPOSED GRADE ff - = -o > 4944 PARKWAY PLAZA BOULEVARD, SUM 350 112 SCJI'T'E 353
PROPOSED CONCRETE PIPE =50' HDR HORIZ. ff r , Engineering, Inc. •.171 NLr • CHARL(YM NORTHCARCLNA 28217 ,k 28217
k, 1 -5f VERT. ~ ofth Carolinas C FHaNE. 704.426-6070 FAX. 70"26.6080 ® K E. [Zf
iPiri iiiatt > ~ 4 www.talbertandbright.com OF 14
128 S Tryon Street, Suite 14001 Charlotte, NC 28202

O
to W O
Q I)
0
( ~ .,k . _..1 a„Y. . ....r .,a,..,, , r .
~ l i i ~ I i
s ~ , _ ~ PR~PQSED GRAQE t f ~ I"
t t 1 ~ ~ t O i j ~ i i ,
i { ~ ~ ~ ~ . N r""" 1 , ~ • i ;
f , , E t . r..~. ,a,...•..,....„.............. .e,.,-..u.-~-~ .1 ....».m.A..~r........w......-.......~.}.,.a.V.w.-.....,.... n. .«..".~..«~..~..-...~..,..u........n ~ ...r....+~.....e.........+...wunx..,.~..~.-~.-w ...............u~ «..w...w..m.....,. ....r.....»,Mw..n.. ' ...............u........+. ..,.~.,-rv... .4. 7~a ~ ~ S t ± ~ t i . i t ' _...:»..,.,...,,....,~...,.,»....5.,..........1.1,.1,-. ,-_..,.w.... ....v.....,„.~,......,,..-.. ............,,.......,...-.o,~... , .....~v_....4 .M_.... 3a t ~ N ~ Y ,_....._~.,wwM~ ..i_. ~
i ` 4 f ~ W f ~ ~ d ~ ~ ~ I ! / f`, N 7 r ~ U
~ f ! ~ i Q ' 4 ~ ~ 9 r II W ~ { I Z 0 O
i ~ i I ~ Y ~ ~ 3 2 s ! Lt1 a d ~ ~ ~ ; EX STING GROUND
i ~ t ~ ~ i ~ ` € r F ~ ~ 1 ~ ~ ~ r s , ~ ~~h/ ti i ~J i.t_ U
i ~ 3 i i i } } , i ~ ~ t ' ` , t i t--
i i ~ 1 ~ i t 1 t V (n
i ' I t } ? O C)
I X ~ ~ i 1 s S 1 ; f i
j I ~ i } [ i t ' , ~i O
f t } k ~ f 7 z , ~ ~ E t 1„ 3..... ..n. .v . .j„.~w.,.~~.....,v~..-~.....~..................... ,..,w. :.._...~.,......,..w..........w...« ..r....«..-,....w... .-..~w..w_ v, ..~v. .~1. ....-,e.. .r.....-, 720 _ . . za a....... w__. ~,~,~.~,1 _ _ ~ - - _.w_ aA~~ . ~a~ d
~ }
E f ~ ~ ~ z 3 ~ Q W
~ _ e y f ; r ~ Y ~I a.~W7o j ~ >f~V~. I~L..~J.~, ' ~ ~a ~ Q.45~ rn r { 9 f vJ J W
~ ; z _ ~ A ~ i ` - 0!
w ......~:t_ , . ~ .r. . j ! ~ . j ~ , ~ c ..r... ~ ........~.....v .....n. .n...~. .....:,...,...,,......,...........v..~.y,.......~,w....... .n.......-..,..._......~ ....v nn , .,n.. ..w i.. n v... .v..... ^ r-...w^:...n .............n..n i ....n ....,..........v....n ................~....e.. nom..,.... ~w n..:..v... .m. . : - , ....nu-v.n ~ 1 . r_.., c- N P''3 mot' to
i ' ~ ~ 452.4 4 ~ 7 1 3 r w a
( ~ ~ ~ Z
' E a ~ i /,,,,t 1 ~ ~ 1 ' i ' i l o Z N O O
j t i 9 /""r ~ ~ ~ 1 i ~ r t ~ f ~ ' EL t O. 0
H02-ENDWAU. ~ j i 1 ~ ~ f t i ' f ~ t q L ..................„,,.4..,~.,..N.<_..m.w,.w,w.,... ~,_.~...M,., ...-.,.,........,,~.a~. m~....... ...,..,.w...„~.._.,f...M..._W,...,..,..«_...W, ...~~,_.,~.w .__.,w..,~.,..,..~...-,..,,,.....-....,,,.......«.,,....,y„,.....,.. n.., ' pN ...~.M.. W,...~....~ d,.. ~ , . N........._.w..~ ........r_....._..N.w...., ...v...,~ N
7~ a r ~ $ ~ i t i ~ ~ # 1 i i o ' s i- 1- o m to U
1 j f ~ ~ { 1 3 f 3 s ~ ~ _ © ~ i ' W W N CL <L W Q_ Q. N
~ } 9 { ~ t /~y © { I, V f ~ i
r fQ 1 i F ~ a , f # s~ ~ i ~ r , f 1 ~ t ~ 1 t ~6 J t ~ ! , r r. i ~ O m W O
i ® r 1 I .k ~ k j i ~ ~ t ~ ~ i 7 Z Lli D
pp l 3 t t ! } ~ E f fr ~ , M C W F- F- LAJ V)
55 ~ } ! ! I t ~ ~ } i ' O , ~ Z W W Z 0 ~ ) 3: Lo
~ ~ * t ~ t ' ~ ~ ~f t $ l i Z Z i j Lij w w Q
O i # ~ ~9 . { r V G1 Qr f)_ C' U
2 •„!~3• H 3 i k { i } ~~'Q { ~ ~ ~
t F S ^/J w,r .....~,r . .......v, r..... ........,v...,,...,..,.r.F..«.~.....,....,..........v,....,.,.n.....,.....d.~r.r.,...m..-...e~„rr.,-r.,....nv...w..w....Ax... .n ......,.......,.r,, rn..-. rv...,, ,...,n..r.,., ...,.rc.~. ..,...r. ,..rv f as 1 .,.i.. ; ' 1. 5 ~ ~ ` } i ~ t € ~
t C ~ i ~ ~ f { t f t ~ ~ i f } t i
i E s ; ~ 4 ~ Y ]
Y" e'er r ~ ~ t f S
s~ i i (I Q ~ ~ s r F ~ z cn Is t
s i Y" i t ~ i t t w...._r.......w.... .,r....n...•.•..,.........:.....~n..,...,r...r.... .,....„n, . ...r. ...r . .r .......,,.w. ter... ..v.... ..:{.r . n . ..r. n.nr .l. ~ f 4A
i ~ ~ ~ ~ W + i
Q r E ~ ~ ? ' o ~ » LlAIL
r t ( Z Z Z n S Q
f E V w . J w w ~ J r Joao ~ j ~ , " ! f t f t 1 ( F
ss ~ ~ a~~~ 69a . v ....n....... r.... ._~.....~_~......,..e..._w...~w.W._~..~..,.~.~...,.~_.,_._...~._.w.,w._~...~.~.._..~._.._....~.~..~~..__ .~......_,~_..m~.,...._~ ,._....._.~......,m...., , t.. ~_...w.,..r.....,..~....u~~...~_.,._.._._ ....w.....~.w......_ , 1 . ' .wf.. „y., ~a
E i E i f 9 ~ ~ ~ f ~ + { i I ~ ` t 0 aQ
t ~ ' ; ( t ..J } ` i i i ~ i ` J
z E ~ ~ 4 ~ ~ x E ( I t ~ ® Q
s ~ t t 1. W: i i ! ! ~ s i z C7 ~ t ~ i i f I Z
w r7 s _ i
10+00 11 +Oa 12+00 13+00 14+00 15+00 ~ ~+aa ~ ~+ao ~ ~+aa ~ s+aa ~ ~+aa za+ a a 21+aa 0 T
s ~ 0 z
W
z
w
g~r
® M'! wItIo.
Lo
um wl1
z® T
a: 0) W Q D z CL
< LL v
J W Q U)
W C3
.i Z < Ja Z
W
W
Its.. ®;;~C
zW A o
U)
0- N
0
Ld
z
DRAINAGE w
t+~~fKlltill~~rrr1 .i I i) r `®®ati rr® C
LOEM- DEND s - - EXISTING GROUND PROPOSED GRADE 5025 a 50 100' 150o ;
T-
w • • r Q •Y A • p L • e •4 SEAL r . w e ra
= - ENGDQEEMO &PLANNING GbNSULTAN SCALE IN FEET . 14613 26421 ` - qSULTANTS S HT.
Y 4 • . h 4 9) oe [y, n 4 y % PAiYAA PLdABOU MAW, Sr355 S= 350
PROPOSED CONCRETE PIPE • G 9 rV . MDR / '•N~ E~•HORIZ. N6, ' Engineering, inc. ?N CHARUXTE, NORTH CAROLINA 28217 1 -5 VERT. q o of the Carolinas A 28217
D , G D , C PHUNE. 704.42b,60't0 FAX. [phone]= q A rr .0# E 'I W tell 0" 114 42
i t$ ~ 128 S Tryon Street, Suite 14001 Charlotte, NC 28202 www.talbertandbriht.com OF 140
-

p
r L
W
d O
V r
~5a rr _ _..~_...M~._..r.~...._.~ ~ .~.N_... _ . ~ _ S 3 1 ~ s i i i i j
£ ~ > ~ ~ t r ~ 3 i t } i ! ~ ~ I ~ ~ ~
T i j } i ~ ~ ~ E t { ~ { i } S ? j Y
3 ' i v i f a ~ i ~ i t ~ S ~ ? f I
ti s ~ , r ~ 1 ? w,.._.t_,.. 4 r ~ , - ..w~..,, w.., .......~......._.,......_._..w..,.,~,. m,.....~.,_, ~ _._..._,w, .t_,. w_.....~..._......._..~__ r ,...r ._,.w.... ..w.,_......,.,
o ~ s ~ S ! i ~ , ~ I i i I i s ~ r ' ' ~ / N x ~ ~ E I~1`!NG GROUNp F ~ t t
j { 1 } I i 1 1 9 ~ r $ i ~ t I r~ 7 tl) Z Z
i i f k t9 f t ~ S I t # ~ i ' .r... { 0 O
f ~ i 5 ~ S f ¢ ~ ~ S ~ ~ U
f ft ~ ~ t f 1 k ! i ~ i i i ~ `
74a ` ~ . M _ . ~ s ~ ~ ~ 4 t ~ ~j., i
1 i ~ s b s Q
i i E I i ~ i i U
s i ? ~ , p O
~ { PROPOSED GLADE ~ ' i 4 ~ } d ' ~ I . ~ f j , 4 i f l..,.. . r... ...w,,.,.., r...v ....r r........ n..... i ' vA...... LL-
~.4. w. 77f.,. ! t E F i `i" ~ ~ ~ N W . U)
H0~-0'2 4 4 i II NJ ' ' ~ ~ H~ 1 {I Q
~ ~ t rr- ~ : ~I 3 w ` r ~ J
i } ` "~i S W cr-
4 L4. f t i 1 ~ t 1 ~ i , { ~ ~ c V;
730 ~ ~m ~ f ~ . 4 F _ ~ r , t . _.f..... ~,..._.„..„..,M_ ` r_,~ a ~0 r N M d-
? ~ i f j t !
j 3 { 4 a s ? # 's f j ~ ~ i i, 4 i N '0
f i ? ~ f i s f ~ ~ ~ i ~ E i { a F ~ ~ ~ O
E } I t ( i { i 0 O 0 O N
~ ~,w~,.,~._.,....._..w.,._......,„._.._.,,.,~._,..._..,..,.. }i f' ww .~e . r~ ` p ~7 '-Y41 4~~ , i- 4- D m 0 U
1 t ~ i ~ ' ~ J 3 ~ ~ ~ - ~..~..-.:.,.-w ~ a i i W W N C2.. Q W LL {L N -7
4~ ' _ 1 1 3 a F ' , . ,
4"{' i f ~ 49~~~a
i ~ ; i ! S ~ ~ ~ j ? j i i t 0 1 i ~ } U W O Z m LJ
v ~ F i i ~ ~ ~ . 720 ;......__~r_.._...,_~_......._._ __.w _n.,~_~N,_~._~.~w.N._~.._._..~...;~,_.~.~__M.M_...~._:~.__.w.. ~._.~.~~_...~..v...,~..,_~.~._..,.~~.._...R_M..~.__ _..n.__..._.... ~_,_..~.~.__._~..~.M_....~._......._~.._..~.. . ^ .._...__N _ _.M~. ~ i i . „ v , . , y C ~W C3 U m p
; a { ~ 1 f ~ Z LLJ V) _U
E { 9 7 ti tJ~ O 4 Q w W
f i g ~ i d {t # ~ ± 1 Y W CC OC CC _ Q 0 D- CL 0 U a
t y E ( ~ S f t ~
.........,4..,_,..,... rS ( . , ~I m..+i.-.~r. ..,.s. I .n r r... ..r......., _.i, ,,,:n. a.. ~ . ~ n........r ~....-.....n n.......... w.w . . . t ~ y }
f f ' E Z s ? 4 f-- ~ ,r W p
j i i f F 1 / ~ J O E
i ~ ( ~ ~ i t i f ~ ~ ~ ~ ` ~ o N ,.C~ n. f
~ ~ N ~ p~ 'r~ ~ ~ ~
i t i c f k 5 t ;N ~ II _ ~ . - 710 r , IA
i ' 1 / ! : ~ I~~ ~
~ f / I ! ~ j W ~ p i" ~ ~ J; ~ i Z a- Ago&
r s t ,r~ ~ ~ ~ ~ ; ~ Z Z , 0
~ ~ ; { , s i ! i C1.. r a~ x i i
' i ~ i ; 3 f ~w.~.,...~~.µ....._~..._..._.......~ j _._,_.....,..w..~......._......_~, ~.~...,_._..~.u.,......,..,.._ _~.~,.~~.._._...._w..~..,......~...N. M..,....,~,.w.........~.. i d" ~ ; a y ..............,.,_~_..~._._~Qs~ N _ . ~ . ~ _.M., w._. ..,r _.......,.....,.w...r.__e ~ ~ w_.._ K_. _t...
J'~~ _a_.,,....,.._._~... ~.....r._ . :r'" ? ~ ~ ~ i i f s t '
i `r, i ~ ~ ~ 3 Q
.58 s i
~ ~ 49 t ; ~ i i i { I s S
{ ~ ~ ~ ~ ~ i i 1 s i
700 ~ _.~__...~...~__._.~._~..,~..~_.._.w.~.__,._.___w_,~_~.~.~.~.~.~~.r. Y._ _~..___~._..m~.._.___ ._.u w_~....~.~.. a v_..__., r.. _ E j ^ i 700
4? I / i ~ # i { { T
J t ' 6 i / S t 4/ ~ / { NNC7 ~ i
i i ' ti i
~ 3 ~ II C4 ~ f ~ ~ C~ ~ t a ~ f ~ i i ~ t v S z
~ t ~ r i i ~ i i Lce W
~ Z ~ ~ s i Ey,~ 0 f
< ~ ~I~jJ/ ~ ti ~ /t Z f z
ZZZ t r Q a 1
C~ » f ~ ~ ' L'~ci"d'NN
r d" 69a __._..r_ ~__N,..._.~. t i i ~ t
F ~ f ~ 3 ~ i I I I S
1 ! i ~ t i ( £
i f ~ I 1 i ~ ~ ~ r i ~ i i
' ~ s i ~ ~ 1 k ~ + s z 1 1 j ~ i j ~ i i } ~ 3
+ i 3 t ~ ; 1 i ..,v . .t ti ~ i
~ a+oo +oa ~ 2+ao 1~+oo ~~+oa +00 15+00 16+00 17+00 18+00 19+00 10+00
M
~ ~
w
Z
r un .
Z C D Z cc 0) a CL LL
.J uu 0
J Z <CO
mi T C3 z
w
t w` tL in M,
p, c)
oC t
~C 0 a
H C tt~ V
N
L O. a
w
z
DRAINAGE `~BU1FlU1ty0,~ I t! t fill
, R ,
LEGEND 5C 50 25 0 50 100, 150 \ . TALBERT C~ &BixLurAL UGHT
- - EXISTING GROUND PROPOSED GRADE :R SEAL r-. ENGI~~E~G & PLANNING CONSULTAr SCALE IN FEET 14613 26421 RSULTAIM SHT. 110
a AA f . : . 4944 PARKWAY PLAZA BOULEVARD SUITE 35C S= 350
~I PROPOSED CONCRETE PIPE G HDREngineering, Inc. % ••NG1N~~• . CHARLOM NORTH MOUNA 28217 it 0#1 A 2821?
1 =5 VERT. of the Carolinas ~ • . d A. PHONE. 7C14'-426••>~70 FAX. 704-42&M 426-6030
~Ua1NINt®~~~. 'r r r t t t t t t i~~ OF 140
d www.taibertandbrEght.com 2 128 S Tryon Streetf Suite 1400 1 Charlottef HC 28202

0 W
{ ~ t._ } . ...w. . _.._...~,r.w.M.... m,._ .....~,..v..~..M.._.. ~ ._.w... u~_. _ , . _ ~ ~ ~ w . ..M.,..._. .r........ . ~ . 740
i
d f }
s t { i , t ` i ` t i i
i + k i
PROPOSED GRADE j ~ < t ~ 1 I i , ~ i > ' ~ ~ ~ ~ _..........„w......w„ ..w..,._..w.,~...._..,,, W.......,,.,... i V} ...„..,...a
i t~ ~ : i ~ ~ t
y ~ F ~ t c k ~ t ( } t ~ ~ ~ N ~ r N Z ~
S 9 t 1 > ~ lit i ww i !l ' U) ~
i r N' i Q ~ { !
t ; i k f r , s , ' ~ ? s } i f ` ~ C . .....w..~ w _ .,,...w ..w 730 cr-
E U)
E O
S ) ( i ' ' ` f i { U
S t ~ ~ ~ i f E ~ t q 3 O
, , I E i ~
,...r..,., . . , r i $ s 18 RCP Ci,. _ /~..r~
j ,.w, .......m..M,.... t _ .~:.._..,.M . ,...._.,Y.._... M........_ _ _ , Q W
Lit
~ 4 RC G 8.55 ' 2 ; 49 , 3 498;5
n , + ~ 4 ~ ~ 1 { 77 ~ . ~ 720 N re) d` LLc)
720 ; M } l s ~ i i E 4 ~
i 1 i s t / f i ~ t
1 j ` ! ~ i ~ 1 2 E ~ ~ ~ s { ~ ~ i 7 ~i""" S i i f N
i ~ ~ t r ~ j f ~ i ~ I C> (JD 0
i y ~ i f ~ ° ~ ~ ~ t ~ 1~ ` ~ f ~ N
r . . .w ~.__.........a...._... .........r,..„,,, .,.....uG L_... w., v ~ I' ~ I~~'~ 0 0
l ~ 4 x ~ { W W N p_ Q L~.,! Cl.. LL N
? ~ { { { E i J , E 2 ) f r i t ~ ~ , i t € i
~ C ~ S 1 N I { N ' 4 z O m p
i i ~ h , , E ~ f . i ; ~ j
E . r .,.r ..w..~.._w...... r_.... r.,~,...~,..., .......W ~ _ _,..w. .._...._.._._..~._.......m. ~...,.~~..www.. ,......_.w._..,. 710 ~ ~ ~ ~ ~ li ~ ~ C"" . _ ...r.. / E 4 C) M V) W F- F-
F-- 1 S i uj z {n W W Z y 0
i f ~ ~ ~ { ~ t 3 Z i i _ i I' ~ U W
~ r f' ry % f 1.4. W CC ~ z d fl. Q_ G7 tJ
3 ! i ~ NaN* t I t.L. i :
' ~ k-- N ~ F ~ E ~ „ . 6 _ v. # r _ v..,~. ....n ,
i` ~ @ 'i 19+ 0 0 20+00
{ r i s
~ i e ~ ~ f s i
i { E i ~ f
t r ~ S < i 498 5 ._...___..._....._...w.. ...........,.u__.....w _ _...w_ ~ _~._.m.._w..__._._.... . ; 700 730 , . M f
Tao w~~.. v........,... _ ~...__..w~._.~_.. ~_....~r..._._~.m. , 'j 2 j ~ } 1 t E PROPOSED GRADE`
( 3 t E ' } ( i 1 Z s { 1 5 ~ ~ ! f~
' f i ~ i ! i t f cv O
a t s s ? ~ ~ 1 i i ~ _ P'* CO II
, ~ , ~ ~ t i ~ tr ~ { j , ~ _ , ~ r ~ , ,.,..~„..w...,..,.h.,~~..._.._.. k....~ , i t M~..~.._.... , _ , . ,._.._.......w...~....._..._ . .b... .,..qv .wA.~ .,J a
' ' ~ ` f 1 ~ i 1 ~~A+ i i 0 'Q
s d Q a ~ ~ 1 4 i © Q j ~ ~ W 1
Q i ~ ; O ~ t S ? k Q
~~.r~n ~ F ( ~ } i ~ j f t i ~ i ( ~ V i i
r-.r..Q l~ ~ t f , E Z ~ r U ._w._.__~, M......._.. , i , , w i , y.. . , _ , . ,
F... . ~ rw _ _ ,s.... z..~~.....w~,.__. M..._.... +,,,,~w ....w......r.~.._...,......~.., .N. M...~.~w.~.~. ,w...., __.~w..._~~.~ s9a f"" i ` 9 2 , _ _ 720 r ~ ~ } F ~ ¦
W Z Z Z ~ ' ~ E ~ t ~ $
z # ' } 1``. i , i
ZZZ2 41,. ' a i ~ 1 t r
r' O ~ I ~ i j , , ~'d'd'NN F ~ fb~ Ii C~ 0, 5 p >C~.A5 8 30 RC z
. r . ~ , w........,. ©NNd'd' _ , . . ~ .....,.v. a,........,,~,.,~ , , .~__........w....,w~.,.._._ ~..._.~..r.~.,,.~,..a.~v. ...~.~..~......v.._....~,.. ...~.r.~4~..,M,.w.~~ , E ' ~ d / , . ..._...........r,.......u......... _ 364, E . ...v W
( ' ~ ~ ~ ? t ~ 1
l C + 1 ,
t ~ i S } E. i i f z
E i J i ! } t i 6 r , , , , , , ~
~ + i } ~ ssa E r ~ ~ ~ 1 1 .._.,..w._..~,..._ _ , r. _ . .a,~ . ~._....__._~........,....._r ..m.. ~ . . __...~,M.M k ~ _ . 710 ~ .~y 7 -680 10~
j Y # f i i j i t ~ ~ 1 7 E r ~ ~ i
i r d i i I S ! ~ f i ~ i N
? , ~ f E ~ ~ 364.18 ~ ~ I
f ~ ~ j ~ e ~ C y t 4 t x ;
, ' ' ~ i ~ ~ e t ~ ~ . 1.. } t f ~ S 1{1 1 . ~r..._...._......, _ _.w ....~.w._w.. .,..,._....,.......a......._._ _......MVw,..._,._.w.,.._ . ....,m _ . ..r..... t J 7
7 ~ i t, 3 ~ ~ ~ t
1 7 , ~ 4 f ~ ~ ~ ' s ~ f O ! ~ ~ Z tG~ 1 j
~ f ~ E I i j { ~ ~ Q ~ ~ ' ~ Gp ~ Z to ' d
t s 1 ~ # j rrj rn C) CJ tK
F a f r 4 ._.._.,....._.~..,,...a...,._..,..~..~.,w.....r,....„~ ...................,W...........,.. .~.....M.....,w,..._.....~.... 67a,...._.....~..,........ ~._..M_......_......_.x.._.__....._... _.._.~...w._~.__..._.~...,.r..._~...M...rv.........__........~..w...~...~...._,..._..~_.._b......._,.,....~...._,mw..h..~.....~._~._._.w..~_~_~..ry.._y.~_.r~..._~._..~._.~ N ~ ~ ; n , ..............:............~......M...,..._ .n .r..._,.._ ~~w._._ ~..M_.._.._,__...._.~.~_~,.._.... W . 67a Oo _ ..ww.. .w._._.. . ~-~~~1r~ 700 w
1 1 +00 12+00 13+00 14+00 15+00 16+Oa 0+00 1 ~ 17+00 18-00 ~ ~ ~ EXISTI w _ _ o NG GROUND QP
I 1 Y < Z f Q
i.~ L i~ ~ 1 t. _ ~ I ~ w~+^~"~ F rr ~
O w w W10 (0 cv
H06-029 H06-08, H06-10 W Q 0 L-0
w~ ` I
f z 0 ® r DZ ~co
cr. um
1
w......w....,,unw.r -t,.. 60 w , . ~ spa uj p
l 7 i S Jz to
F S i z~
f 1
3 I E w eC W
t
f i
{ i
1 ~ o
' T 680, = W ~ o
10+00 11+00 12+00 13+00 14+00
Ca) N ( d
H04muzo H 04 mv^44
w
z
DRAINAGE ei~6~tlggtlil~~0 `111 I t l lr r LL-
erg 4?0 e+ r C
LEGEND 5 - - - EXISTING GROUND PROPOSED GRADE . 50 25 0 a 100' 150' 04 0 B G1 UGHT
a G 0~`,~y E
L ° _ • v, SEAL r ENG]NEERING PLANNING CONSUrLTA~ RSULTAIr TS S HT.
SCALE IN FEET 14613 - 26421 104*
PROPOSED CONCRETE PIPE t e o t V ! 4944 PARKWAY PLAZA AOUMARD SUITE 35C Aft 91- 1 =50 HORIZ. . G • IN <v MDR Engineering, ! . NORTH tt t s . °o ? Inc, r ~ ~ NORTH \r['1~L1®~A IAA? S= 350 A 28217
1 =5 VERT. of the Carolinas ° l C PHtJNE? 704-426,6070 FAX, 704426-(M k 42b-bM OF 140
all, s~ e, o
~6 t t 128 S Tryon Suite 1400 Charlotte, Street, NC 28202 www.tolbertandbright.com

f'v U°
tf)
Lit
tJ7 C3
M M ..~.„,._,_.~,.,~,.._._M_v.. ...w..,.._4~.~,._...__.w..._ ,....,..,,n..,....,,..~... ....w.w__..~. ..y,. ~..r., w,..,. ~ , . ,a~ .v........,~...~..,.._~ v........~.wu...v,... _,,.,~..w~._,.... M..~.,w.. . n ..N , . ..M.... 740
740 w..~..... _....,~_.,.....u..,.~..., _.~..M~.__.. _ _ ,..._..~.M..~.~_... g. ` 9 ; i E I ~ d s
M0~02 ~ a } ~ t ~ ' r i {
r 1 ~ i i ' ~ s r f s ;
` 1 ~ i ~ ' i i ' i , f
3 E ....ar. ,,.5,. ~Y.... f. i ~ S
k t f g 1 t , N ~ i
f ~ r ; > II g 3 ~ 1 t t ~ f f cn ~ z
V W t j ~ S ~ 7 1 3 ; ~ ~jJ { ~ t t to
\ j i ~ ~ i i i / 1~ ~ F t t f Lj U
V j 1 E r i i i i ' ~ d : ~ ~w ~ _ _ ...1.,_.~,~.,,.,..„,.._.._~,_...~..,~~...._....~., ......w. r » . ~ . . 1... n..........~..,....n+m..~w. - ~ .....w n.... n.. v f a_
730 ~m ...............w , .._..rv~. . .M ,~...r_.~_. ~ __...u.._._M,,. ~ ~ ._._..a d . i_ d.. r ~ ~ r f 730
i t 2 , P EOPO5~D GRADE E s t F ~ f z ;o.
R N i ~ j i g. 4 4 r N ' CW ~ v
h 4 ~ ! II ~ ~ _ . h ~ II 0
i' { LI.I k ~ j . . .~,..~._,.....,....wi_ . , ,r. w II$ ~ ~ ~ ~ .~v, n ~ r.. ~..~,„w....~......~.,u_ . m.. ~ .....r....~,~. ~ . r,.~~.~ _ ,p.., s~ LL-
.,..~,~,..,.....w..w...,...~., ~ ~ 4 k i d LL 4 ~ C) bi
f ~ f t s ~ k i 1 t ' i ? ~ ~ ~ ~ 3 i W r y I £ C"
. i ; ti ~ ` { i i ~ }S ~ # t ~ t f ~ f i w w
t ~ S i i f { 's ~ S { ~ ~ r ~ l ~ ~ S W ~ ~ ~ ` ~ i cr-
~ a ; ~ + i } i f i I k [ ( ~ f , 4 t
_ °___.m~.._.. _,..,,m_....~...., .~..,...,.,.,.w _ u~,..~.. i r _v.__w. ~~,..w..K__._.~.M...~.__. , n,~. 720 j ~ ~ ~ k i E~ l i i !F ~ i 720 N Ile) d- LO
~ d s i ~ < j a i i
f ~ ~ I j ~ ! k ' j t d I i ~ f S f 1 $ y N co
f 1 p ~ i i 7 E ~ ! i ~ F ~ c S 0 O
g ~ P ~ i , ? ' ' S g } i h < i = i i 1 ; f R t z \\~\\N
t e 1 t i g ~ f • i t .~...„.,.w.w, F f`"" ~ V,i~ 1.Lf V
} 1 f f Y i p- C~.ASS: it 3~4~~ i ' t w U J N d^ Q w a_ a.. N "7 L7
t t i l 5 t _ ;
t ~ } 1 t h c 0% - iV C} ~Cp' C~.~SS 4:2~ LF' 36 36 ~
~ ~ 9 ~ s Y ! t ~ - ` ~ ~ i ~ W ~ w
t 710 _ , _ , . _ . . .._,......_,.....,u.,..~..r_......_.._ _ _ r ~ r.. , . , , ~ _ / ~ l1 S 710 ui C) 0 V) ui V)
p.52~ C~A55 V 4 MCP e14 ~4~1' 2 365. t i U U w w z -
~ , , .~a 364 Fn Q O d w
s ~ i r, w < 0 a. a_ 0 U o
E f r ~ ~ ~ s o ..364.2 i ~
i t f v.~ ..»..v ..t.,..,. w P ,...-t `-m ..o-. .r „u ~ r,. w u. ~ .w.... If
F a 36.14 4 s r t 2 . F,,,. ~ w4
3 ~ ' ~ H2 ~~W i r i i,U sQ d ~ z ' ;
F g a rn; ~ ~ as CTJ~ e~^ i i JJ a ~ ~ Z ay~+~y
' A~ i .~O ! ~ ~ i k ~ r- r- E iL U
• ~ II ~ (/(may S ~ ~ i v c ~ < < r . . _ ~ q.~.......,. w , ~ . M_....,... ~ ............M..,..~..._ .~............~.~.,.._._w..... _ . . ~ µ . ; v.;~.. . w... _ ......M.......... . ....v ..r ~
700 ~ ~1 g ~ 5 ~ oa ~ E ~-ZZ~ ~ ~ ~ ~ . ~ ~ Boa wz~~a F w~ca yy , ~c f 700
s 5 w ,o G'~ ~ ~ t ~ z ~ J ~ $ f ~ Z?/`~ ~ / t j rr GG
cio ~ N ~ ~ , G N z z;z f n ~ zjz ' ~ r
` ~ ! ~ i i ~ f ? Q tx2 ~ II II w g
r` CC i N b 3 a Q cC?. a w....... . ...F-.. LL Q W I~ ~ ~ LL.. W ~j 4 q . . ......i r..,._., _ v..... taG
~ s ~ ~zzz j j eC
~ J ~ ~ z»» t
„z z z ~ ~ . j F 5
t. ± ' j f ~ ~ t I g ~ i i ~ ~ E ~ t f j
~ " N Cyt 4 EXISTING GROUND ' k ~ ~ D N ~ r h . ~ ? t ..~v,
M ....,....,,_....p..~,..,.............,.,....: ..M,..,........,. ..,...r,u..:. ,_..,._..,.........w.._,.._........,.. w . ~....,..,..,_,~,,......,r . .w ..............M.,._.. _ , .»__.n.....<.... r..........~_µ,_w. .,.k.,.„ ».,..,...w~. .w..._. 6V0 ' 1 E 7 J ~ I Ego O
ate" ' JJ/ f ~ r i ~ e 1 I r
I ~ 1 g j 1 {
1 f ~ E ? j } f
3 I t i Y ~ k i ~ i t 4 ! a i ~ t r ~ ' i ~ t / ~ i
_....,.,,._..T..,.~....i,......»~,,,,, ~..,.....s ~..ewu .,.r,.,.. ...a..~. } € ~ ~ ~ { :g 3 ! ;
t f % ~ F ` I ~ 7 ( ~ f ~ ~ r' i r
`°r :n t j ~i I a ~ ~ i ( , ~ I ~ ~ 1 ~ 2 I ~ t ~ ~
Y 3 s i i f f py~M S ~ ~ 1 ~ i ~ 1 F ; Kl ! i ; ~ i ~ 2 ~ f 1 t ~ ~ ~ ~
i ? t~ S i i ~ ~ a i I ~ I ~ i
.,~w _ 68U ~.,..._mv, ....~.~......,...~.,w.._...... m.~~.~.....M..._...,~., ...._.~....w.~.~......_ . ~ ~ I t I 1. ,.,.a. . ...-.,..._-..mow., ~ ~ E ~ t t 680
k 3 o S ? ~ ~ ~ ' Y. ( ~ ~ 1 f C r ? 1
\ f ~ + ~ ) t
dz a } ~ i i Y ~ ~ } } ~ 1 { r i i k
© k j t s hJ { ~ , a ~ i
i _u.....».M..,...,,.~,...., W d' ~ , t
i ~ Z 1 7 ~ F
` { ~ 7 t g ~ i ~w,~ 4
i { F, g f ~ ~ { l E
t ~ ~ 1 ~ t i ~ z i 1 f r 3 4
t _ , r . 67a 3 s , , , v 670
r t E
t t t } f S
S r ? }L ~ h ~ ~ 1 Z ~
t
i
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 0 un
H06-0z-'r=NDWALi. VAU, m1206mUjftz0&, H®RAT-02, H04-060m"E04-0`8 Z Q C:
~.J W Q V)
W C
J
W
~C w
CL
p ' ca
LL:
_ Q
U
N
0
W
t z
W
DRAINAGE Li..
ttttN`tlulAeltB~~ `i i r! r r r r r lrtoo \ c r~r "DT
LEGEND 50 5025 0 50 100 150 . ° C • i BixL
4 : \ • +r 1 O . \ O .
- - EXISTING GROUND PROPOSED GRADE SEAL SCALE IN FEET 14613 26421 EN/y Y G & PLANNNG / ? s w ° - - 4SULTAN"I"S S HT.
4944 a9 f I • 4 r : PARKWAY PLAZA BOULEVARD, SLTM 350 108 SUM 350
PROPOSED CONCRETE PIPE 46/1 1 =50 HORIZ. ? •.~~r @ E~• A O Engineering, Inc. N .1®R1H CARC?LdN 28217 A 28217
1 =5 VERT. of the Carolinas . D G c®r.cro c. 704-426-6= 12i6-b080
~dB+1elButt000 . //~rrrrI1if \\4w ' 4p www.talbertondbri9ht.com ( OF 141D
128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202 Now
- -

LO
~..w ..r... , w, , ~ M......., r,..., ..w~_._...,.... ~ .w w. . Y,.. , . . w k- ~
740 , ......,.w,..,. u. _ ~ 740 f ~ ' i t 1 of
~ PROPa, PROPaSED GRADE !~2•d~4 NOZ-t1~
ir7 ~ ~
` s Q r• w N N r.
r ~ f - _ . ..w...... , ~ . _ ~ 0 ~ ~ z ~ m _ _ . , . w,.. . _ _ _._......._._.v. ...w._..,..~. . ~ 730
i.. IC ,t ? f w ~ 730
i f d d d ~
i JJam~/"' 1 t ~ LL J 1 c~ V/
{ ~ i f F Q
f { f f A. ,v. _
~w i. { 30 i f
i 5
i x s Z 1 VJ
i ~ ~ t ; ~ r r. r 411.17:. G-..... ti f U
~ ~ ~ i ^ i a i z + ww ~ww f ~ ~ ~ - t ( ? 3 ,
E ~ q i E i f ' f R ~ '1 5?:' 1~ ryyry~+ t~R,~~~1 _ a _ f 4V "7"~~'10 1 rrwi~` 720 0
i t ~ E s t ~ h ~ ? ~ i" ~ ~ i ~ 411.18 ~ i 0
i Y ~ i f i ~ 6 s S E T ~ ~ 1 ~ s N CQ w
i s t 1 t ~ N { i i r ~ 1 ~ N Q w
i ~ i y f ' 1 j , ~ , E 1 i 3 f i $ F t d ~ . , w
i 1 4 r S ..a. t....,...-...n. ,...,......,...n.vn.....r.n.....:-.„.....v,r..,...,.e.n.r........,,..n.-.,m... n_., ....„f r.. ~..w.r... n-r....., . b~+ ~ "W i r 720 i.....,.. , r_.,, « ,~...vuw.r...r,..,n y ..n..ro r.,...r.....r.r.n...« . +......~..vw...n.,n... ....~...r.r ..rm-n.-,r_...... x w. ~ ~n 72V r ! ' ' . Mew... . cr-
1 ~ k 1 y ; f { ? I i 7 { 3 1.1 Q
j 1 ~ S c ; ~ i ~ ~ 1 ~ J ~I I
~ f f ' r 1 j t 3, M
' ~ 1 ~ t { y ` i 1 l f 1 f , © t t r I S cco
i i 7 ~ ~..u~..,~.._._..._~w.... 71 ~ . a. } ~ r'`~ .n.........,.... . , . , _ _ , ~ N .710 710 a o
' ~ ' i 4 ~ F r s # r i j ~ I:
3 f i ~ y. r 1 a t-r ~ 0 m cn v
{ ` i s I ' e41 ° 452 ~ ~ o w w N CL <t w tL CL N -a C~
~~RO~OSED 'BADE } ~ ~ ~ r ~ F ~ i N , ~ iN
~ 4 < < 710. ~ F~ r. I _.,...4... . _ . r .A4.. _ . 1f
~ zo m Lli m w z 5:
uj U 0 LLI V)
f { I t ` i ~ZZ ~ ~ z 0 U w
' € e E E ~ t w ° ° ~ m
~ ~ s t _ ~r, . _ ~ oa 'd" © ~ r QNM . w. , , .,,._..w..._~...._,w...v~..~ ~,....w,..~~,_ ~..._._-_~.w_.~. .__...__,.._._..,.~.M., ...r ..v._. . 700 0 CL m 0 0 0 700
F ~ i f W $ ~ QO i 5 ( 3
t~ { i Q Z II ~ i ¢ n 4 F i
~ ! h 1 t W ~ ~ ~ ~ L ~ l ~ r' o h s 1 s ~
II O Q If l
' ©C7 ~ Z t!) II a w _....~.._....w,_. ,M. _ , , ~ , m . , _w.. .,_...w, t i ~ . . .
i 700 ~ , 700 d ~ , ~ ~ ~ ~ zz t
, r w t ~ r ~ ~ ~ f i x $
`,y » ? H10-RISES zzz , . , a i I ! ,
3 y S i y © ~ ~ t
C1:U(~C7 i y... _ .u........__.. _ ~ r.... ~ . 690 , , Q
+.r .v v., ,nr y... s.n,. n.. e„,............ n ..n... ...~~.....n. .r..... ..Y ...vn .n.......... `~s r.~r.-......w... VM r.v,..n.v v. .....n ( ~ ~ } ( 1 i \ ...j 690
~ ~ ' { ! i W I II i OG
d- , f o ~ {
{ ~ . f EXISTING GROUND
t ,v,. _ . w . ~ , . .w,.........v.,.. _ _ __..r_ ~ _ _ ..m__ ~ , . , . , ~ . ~ .
w .r m.; r.. . . . ~ _ ..._.......v. _ . w,.._.. _ r._M_.....~ 690 ~...~,w _ 690, f i i ~ f r w _ . , .
i + i . r ! V C i i ~ i , Z
i ~ t y ~ C ~ ~ t
z ~ 4 i f ! { j i 3
i ~ ` ~ ! ~ s ` 4 i f i ~ ~ i w ; ' } ~
f 4 _,,,_5,,,.. ...f~. .....,.,a.,.... ! ° t j 6 ~ s ! i 680 a 680
i r ~ { ~ f 1 ~ } R { s L
EXISTING GROUND I ' I ~ 's r r W
M j ~ ~ i j f ~ i F-
4 't 1 i c , j ~ Y . e Z
' 680 _ _.._..._..r........~.~._--_. r..~_. .r..,... 680: _,....._.w...... ~ ~ ,.r~.,_~mm ~ { ~ ~ ..~.yw n ` { i
--r' i t
i ~ ~
1 i ~ 1 ~ f
} , ~ , 0 CIAI. ~ , ~ X S SPE L LrAS t 1 j ,
,~UC~ _ , GU~VE - - 670 ; ADD 6 Ba ~ , 670 670
X p~C D~ ` ) } ADD 3
f S
i
{ i ~ 9 r
1 1 f V / a i . . . _ _ . w , r . ~ _ . _ .r . _ _M~.~ . r . . ~ _ . r m~ . ,
r ~ f r ~ o
Boa o . vu
~ ~ li ~ i t
U ~ cD r tC? ~ r t~., fl r
e ~ v ~ . 5 , „~.....w...._.,, w.~..._..... t.., 660 _.....__~........,~,.M.._. , .._..,...,.~_.......,W..._......_.......... W.._....._ . ~r_..~ _ . r_......~._ _ ._.n._~ _ ~ _ . , . VrI A..9 n . Z
10+00 11+00 ! t w 12+00 13+00 14+00 15+00 v v 16+00 17+00 18+00 19+00 -00 uj 'o
S U
X02 q7q t y u. «il
i 3 4J. w ~Y~ I~ • k j W 0 M Lo H02 fl,4 H02mO2 s H02m ~ z 000441,
tYNOJLo _..µ.r .w »r...., w_.,,_..._. Z Mg Q D
660 660 M.C no LU. 0
Y f mi w o
S 'y { ! 3 UJ
i P mi. Z CO TM
i C1 Z
1
W
CL C~ ~
1 c~ MPS
f I ? ! j, tr o
650 »w,_ 650 W 0 0
Y } tam x
3 ) i U)
~ f 1 i 0 N
~ i
s fi. 0
24+00 25+00 26+00 27+00 W
H01=ENDWALL, H08, HlomRISER Q z
DRAINAGE w
~`,~t1/00MtId~~ no~oq W
GEND Q 50 25 0 50 100, 1504,+ or.•. < ; O e ti+A7 r ~ ~ , TALBERT ra e~ r Q y au.ri I
EXISTING GROUND • .o ~ . M • - SEAL r' .
' ® - M~ifI~ ~ ~ V y Af ~•.~'/~L \ V~u~~II s w 4~ i V VMT~ A~, SCALE IN FEET 0 4613 26421 - gSULTAlbM, S HT. 107
PROPOSED GRADE ff f e 444 PARKWAY PLAZA BOULEVARD, SLTM 350 •rA~G o •.N F.. 3, Std 350
PROPOSED CONCRETE PIPE Ir ~Cr MDR ~ Engineering, Inc. . GI ~ • N CHAMMTE, NORTH GARQLdNA 28217 1 =5 VERT. ee q of the Carolinas , J A 28217
D q, G ONE. 704-426-6070 . 744-426-60BQ 0 k E. 0, bw+t~u`ai~9 rr+rrrlllW iDif X26-bW of 140
1400 Z 1 www.tolbertandbright.com 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202
- - - -

W LO
. 74a ~ .w .,_u F-- O 740
9 a ~ O
f
f ~
r f ~4n~~ n.-r -.sn..r-..: n..». ~n W..i... n rr..~ v.. rn rv. ..r. . T ,
I
z a z
r cn p
$ . rs . w.. n.... ,i.. ..v . . 730 . ..n,...~.w ~..r~ v.., ......r. ..v,~ , _.A... n . w i _ 730 U
t ~ 1 O C cr-
f T F-- V)
{ i ~ i Z O
1 i 3 ~ r ~ . ~ ~ o 1 i , r, ,..au~,.... U
f I j PROPOSED GRACE ~ O
i i i ~ 4 ( i f i w
i 5 e 0 T C5 w V)
S ( r ~ROpos~o c~aa~ a ~ w
f i ~ j r r . . r w
~za ~ .....,n...,._, ~ , w.... . r cx 720
i'A s
V,
- r W ' N cO O ~ Q
, N ~ .......r...~ ~.w......~..... n t
V, d`
F-- F- O M t/) U W W N CL Q W
! 1' ~ ~~~/y~~~~~ 1 ~ ~ ~ ~M ~M W Z 0- n_ N "7 '7 a
. 1 . ~ . r... . , + t 1 710 O m w m W z
i i
} ~ ~ F- ~ qa o c cn
t r j i i~ W
j E ~ } ~ . Q W ta! LY_ ~ Z Q
f a i 1 t . M ~ v.. ~ , M.~ . ~ ..u ...J,.... .....2 a~~ 1 © CL CL © U G3
1 1 ~ j ( ~ ~
} l ~ a ! ~ }
r i ~ 1
5 s,
r i i w...M~ . _ _ ..r_ .~r F 700
Sao ~ .K...:.. ................w_.. .._......1.._. .._..~~r..~.m _ r . f 1 :r
;t i ~ i
~ 4
~ E . , ,v,._, , .,w , ~ . . . .„..,._,..v. . „ w . _
j f 's
t t
EXISTING ?GROUND
i 4 J
' s > < / ~ ~ _ . .
69a ~ ~ x._ , w . ~ ~ j 690 <C
3 3
` i ~ ~ ~ j / I mini 0
~ , i
i { 1 } . . . . . . ...k .„'o,
{ . Z
f L.
t W
i r
~ ~ ~ ~ r t f 5 r i
. ~i.....,:.. T.r. .v ,,..w,,, ....,,.„.,.......A....: „..,mow„ v ssa .w.~ 680
t F
J f
k 1 } Y EXISTING GROUND ~ ~ - ~ ~
f inv.:... t. . i
t I
a
r 7 / 1.03%
.....w, . 67a r......_,.~._., .v . ....__v..... ...,...,.,.rr ..r . . . w,. _ 670
5'X5' E30X CULVERT ~ _ _ .
...r._... t ~ (A~~~~~EDUCT 6fi~ RC6~ gOX CULVERT) ) uu
+ ~ (,~~DD/DEDUCT o ~
k ~
+i.
Hrn-~uv~f~u.
1718-09 L
f ® IJL aII
660'.>.._..~,.__.__ 660
4 ui
J Z N
01 ® Z~
t ~C iWl
CL a ~
aC OC
650 _....._r ~ _ _ _ , _ 650 W LL- C~ o
w a
to
U
O, N ~C a
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 ao w
H 01-ENDWA luw'*'WALL, HOAla, HM45, "AlO& F I 1 0 S& Em R z
DRAINAGE W
400%R11uigreeee t r r r r r,r LL-
LEGEND 5( A O •e ? / 50 25 0 50 100 150
r ~e• " TAL pi p sQ e " . ~ 'Y ~
- - EXISTING GROUND PROPOSED GRADE _ SEAL
o w ENGINEERING 4~r PLANNING 1.iONSUL A AI SCALE IN FEET a 46613 e _ 26421 NSULTANTS SHT. 106
1S ? ~ a O 4944 PAR)MAY PLAZA BOULEVARD, SUM 3.9 1 =501 HORIZ. •eF 4.e t• ;9 F • w •N °V ae ` / '.Y fir. D, S=M
PROPOSED CONCRETE PIPE <v . Ht}R „ ,e e Engineering, Inc. . G! ~ . MARLOM NORTH CAROLINA 28217 1 =5 VERT. . q 0 % of the Carolinas IA 2821?
®C G C Pl•I4NE. 704-426-6070 PAX. 704-4264M e+~eeaarA,rar~ a 'rr r, r , 42b-648a OF 14th
41 ; r ~ .talbertandbri ht.cam 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202 www 9

LO
w ....._.__,N....._. _ _.,,w.._. ................._..:740 . ....,_v 40 7 _ . , ~ _ . .,.,_._.......w..__..._.v.,...~.~..._...,........_.-._.._.......... ,
740 ~ w... ....h......__,_..._. , . ~ ~ t j 740 © 0
f ~ 1 ! ~ } 1 ~ ~ 2 i
~ f ~ j t E r ',i t , I , i J { i f ~ 1 ~ i ~ t ~ t
~ 11 i t t i r t ~ i ~ ~ ~ t t { j i i t
i e v M.. q k .....a... i ~ ~ ~ ~ i .,.y,
, v,_,. f 3 f i ~ C'~I t~ i
3 E t s S ' i I 4 ~ C~! k\
~ r r i E f w- I~ROPaSED GLADE t ~I ~ ~ (t i I r ~I )8-04 V)
r a tti r ~ l { t task ~ r z0 z
~Y s N 4 ~ 1 . 1 ~ ~ ~ ~ k Fn 2
.,,..y.„. .,~,n. + C. ~ 73a w,.. ~ < f' f } ~ t i ~ ~ i Z ~.w, ,_,.M... _ -v.. w.. . 730 730 :,w..x.~ ~ ..__....r.,.._.,w .....w-.. _.w..~ ..M u r _ M_. _ , E ~ . P 730 U
i ~ s t ~ ~ i I-,)0 OSED GRADE ? W 1 s E k c~
f LL. } E ~ ] 4 C P i ff v ~ t t / P ~ I ~ s ~ ~ ~ 1
t ~ ~ { ~ ~ t ~ i ! ~ b t ~ ` ~ z 0
{ r { ~ i f ~ i i x 's t - , r I i - { } i ' ' U
. . i t t i ' i . ~ : 1S._..R~P ~9&57 ~E , E ~ ; } CY
f ! i i 1 j ~ __..-~--=-~-W----
~ i r t ~ E e i r i ~ ~ , 7 i ~ / f C~ w V
t a a ~0.~10 c~A~s . R SSURE $ D!P p ~1 Q
. 92.34 1.F ; ~ 2 ~ ' i ~ j F ' ~ , w w
S S f ...U,.u....v,M..w. .w... .n . n~G..,., nom.,. 72a .;.v :3~4..w.,._~._. i A{ )~/"y ~ E t f ,11 r.... , ; 720 720 ..M_..~ .__M........ ....~.......__m...~.... . , w .w 7 . , . ~ ,._M . i Cy 720
1 ~ a ® ~ i ~ - ~5S t ~ E ! , ~ ; ~4.. ~ ' Y W N K) d- m
r SSUR € p~E i pIP LF $ ; © 1 ~ ~ ~ ! Z EX1STiNG GROUND
1.77 ~ ~ ! 37 ~ ~ E _ CL
I 3 ~ N j ~ • ~ t ~ ~ i 9 ~ ~ i f~. ~0
t ' i r.. ....1„., m~.~m ,..i.w f t f i .,.i... ~ P I M.....-....r. . . M .._...w._, ~I- w r.-. ri ...,.T _ _..,ti , ~ ~ _ ..w.~. m ~ , . 0 0
r wz~ t ~ k~ ~ Y j 4 W ~ F f ~ 0 0 N
x ~ d ~ ¢ i ~ } ~ J t.yr 'r i Z i-- 0 m cn c
{ EXISTING GROUND ! } ~ ; Q. Z Z } LL ~ ~ M CL N d
j x i O O CY/~/~
©o0 00 ~ ,_.r. .......~....,w. .m... ....,~..__,..,..,,_.....r~~ ,_w_... ~...,,_v. ._i_ . . . aw .ej.w i 71 a ~ ~ © K/ 7 E t Y . _ ,710 710 - ` 710
i d S { 7 i f t ~ . f z ! ~ s ~ f j m w z m
3 j ~ ~ 7 ~ ~ ~ F4 1 J
S { ? ~ ~ { Y ; ? ! 1 /f~ f j t ~ i t l fI. 4 z 0 v m °w V) z w w LIJ
. d ~f ¢ ~ i ~ ~ ' 71.ao; t i ~ j 4 ~ G ~ { 1 ~ i i y' t!~ 0 o w
~ ~ ` ~ ~ c ~ , ...,i_ ..H _.,C © CL Q. n U a
V j ( c 1 ik j i ! t t b 1 ~ i i ~ f ~ t k
1 i ~ i ~ i ~ i ~/+^y'~ ~ ~ V > i ~
C7 ~ s ~ r O© © ~ ' S f ~.,J
(C? O 40 ~ 4 a .p a ~ ~ f O ~ d' h, r ~
{ j ~ N i r,, !I ~ , t _ , _ ..~~.._~....._M~.._ ......w _..u, _...~...._.~_~w.._ ~ .N~.. ~ w~M . h N e~- + ,700 7 700
~ ! ( 4 ~ ~ I ~ 00 _ .,.,.m _ .r. ~ M.._ - ~ ~ II ..r h ~ ~ , ~~d
ud ~ ~ e S J s 4 ~ ~ ' J Z J ~ 4A
~ ~ ' . ~ ' i z Z ~ ~ ? . j J ~ Z 9 Z
~ E ~ Z s O CL Z © L~ AWL
LL'• NQO ~ } ~ ? ° i . , ....u , , w . ~ ~ N 00 , q0 , ......_,M, .
H„ ~ ~ I f r. 10+00 11+Oa 12+00 13+00 14+00 15+00
3 ~ j
i j 1 j 4 ~ j
1 A i S i
r ~ ~ j i i ~ y .J
. ~.,...-.r...... M .._.u . , .
1 a+a0 11 +aa 12+aa 13+aa 14+a0 15+aa 16+aa >+00 17+00 ~ t ~ ~ w
r f h N f N
s f ~ ii PROPOSED GRADES ~ -

730 r n ..~.,w....~.r.~.~_ ~ ..._-..~..w_..__..~. ~ ..M_~_.... _ . . 730 a~ t ~
~ c~
'C,I~-RISER w
j k t i-
.,w._,. EXISTING ~ GROUND ._.-r- ~ a ~ z
, ..m ~ T.._.. ....~~.............._..,..4 M..__........._~.-_. _ . . r...
r
x ~I a G,L, ~ C
j ] i h-- F
w
72a n , ...N ._....,,....__~w . _ , . a ~ 720
} ~ ,ao 30 9a
(~V RCP CLASS
~jIv~~~j lyy!e~;; ~.P 30 _
G V~. R~lI` , ` (/'~~ry ~1 €3~.11U:
.6~7 k iV ~,~,ASS w
y ~ y
1 90.00 , 2 2.0
O.Oa ~ t , 710 . . . , __.w_._... ~_..f..~. , ___M.._,....~.__.._..: ~ ..N~.. x .._._...-..w...... _ F ..M., w. , 71 (l Z
f W C7 ' J , h 00 0 o; t
© 00 co E Il N un
Cv C~ . ° ' E w a Mir L6 h l% h Za 0
II it r` Z M o L;j
: D
o ! zp z w-- Li O~ 1 ._J N J W 0 U'
> .z- > Z X>m Z Zz ZZ4 Z W 0 C.5
ly da d: w . Oa w N. JZ ~r
Z 0 moo tr to I D Y)' WM ©MM _ a z
tYMM(Z ' 700. w...... y. _ 700
~ W
CL a Z
s
_ W
10+00 11+00 12+00 13+00 14+00 ~Cr o 0 H o
'1',-'NDWALL, G12, G14, G-16-RISE
N
6...i
DRAINAGE Q Z
DRAINAGE W
,+r~t/1tu1otr111I i rrr ~ LJSULTTAISM S HT. SLM 350=
f a f 9 f 4, ®tlstlpP Y i~
LEGEND 50' 50 25 0 50 100 150 0 tl.•• . ; TALBERT&BRI JGHT 10
- - EXISTING GROUND m:3- i 0 P M _ „A,, SEAL r .
SCALE IN FEET 1 13 _ 26421 P
PROPOSED GRADE 4944 iA~.w61Y PLAZA BOULEVARD, SME 350, 91 « tl 1- tl Q r 1=509 HORIZ. P.fiN s •.F` 4;.• ~v
PROPOSED CONCRETE PIPE PP'Ic tltl ~ % . ~v of HDR Engineering, Inc, . GiN~,. •c~ CEIARLOITJ~ NORTH MOUNA 28217 1 III ? °jPtltltwPP 0 of the Carolinas =59 VENT. q e4 f k 28217
I c//~[ o the Garalinas , e , plH a~~~,Y, `~jf• ~p904-4I/~}~~.~/y~p~y~~ + ?1 V A e V iO O / K \ i L Oa \tlI/ 704- 4264070 i >t[i. 6 t vM'VYVY E26.6=
oJJttaute .b rr„i++~++ ?G •c s www.tolbertondbright.com ( i 128 S Tryon Street, Suite 1400 Charlottef NC 28202 OF 140
- -

11-1
W 0
..w. , v . r Q ~
..........,.,.,....,,....._,..,.,,..~.......,.,~.,,.,....„....~,....-,..,...w....„w.w...~...,....w..,w...w..,r•«~..„..,.,.....~,,.....,.w..»,..,.,~.Ww_..•-.-..,..._wm~.. ...w..,,.,..,»_.,w,.Y»~.w.. ~,.,...,.•_....,,....,..,,...,,.a_.•.._.~ .,..,,w..., ..~w. s ~ i i ' i ? i 1
' ! 1 s t 1, w!_ ( ~ i
k r j~ I f ~ N
S t ~ 4 4 f t ' N ~ ~
1 ~ f f ' i t ~ t li I! w w f--
€ ( 1 r S r gyn..„.. . ~i,...n.r «w: •n ...n•+..r...»r«.. r._.w ...............,......ter-.m.r.. w...w..-....n.w~.-....,u..r...vn. ~......n.....r-»r,n....n.r. vn~.. .ar r-..r...... r...rv, ,....n. d.... . 74a4 ,w ,M i ~740 7~0 ~._.>.....~...~r~.~M.,.~.._ ,~;_.._._.__~~._...~._..w , . w . ,.....,rt , _ 730
s ~ ' ~ PROPOSED GRADE E
/ i t i i ~ j i E ~ ~ EXfST~NG GROUND V) z z
} z t ~ ~ , PROI~OSE~ GRADE . 0 0 (}n F-
'-r-~-.
i i 3 c ~ qq _~y..~. . . _ , _.........._v ~ _ . _ . ..........,-,w, j G _ ir.J U cr- ~_..._k..-„_-a~......:
~ I 3 4 ! S ~ i ~ r i { ^u AS..~ lli @ C~ 24 ~C4~ CL ;413 75 f- (n
G r i r' i ~ i z 0
i ~ ~ k t i U
V E~ 5 ~ ~ t s W i ~ i I~l7~ ~ ~ , J4d ((//~w~~~~~. ~w~~~~ 4 { { t 0
• ~ ~ • r , t i _ ~ _ _ .............•...,....w,...,.• . . ~ n,~,,.._.._....r.„•,,, ~ ~m~• _...,u,_..,_,„_,.w.,M.~ mw....•,..w..wM~.M. _v~w...._A.,...,~..~. .......,,.r,~... Y.~~,.._.. _~.T... ,~...._....~_,..._.,.,..~._,.._,;w,._ _ cr.,,W,.,,,,, , ~ , w ~ . 73a~ , . , ~ ._c. ~w t i S ~ X730 7za ~ . , r....~_ . ~..._W,_, _ . . , . _ r _ U 720 M
~ ~ ~ x , ~ ~ ~ ~ ~ ~-0~ ~ / C~ I
! f ~ i i s s ~ , i a w
{ ' r E i j QWAU. J W
i # j a - 1 - f ~ N h f ry
` s ,M _w..~.~...w....~ ~ _,....~.._M...._~.._M...~•~,__,~~._.M.~~...~..~.~„_~. _ _~..~.w..~...._.~_,_.,~.,._.~..w.....~._.. n,_.,. . t.w ! 0.53 ~ 350 @ f II i ~~'~y N N~ d' LO
{r URE CLAS {{{r R IP PRE9S t ~ _ r, 285.5 ~ # ' £ s I f ~ ...J 1 ~ "~a W O
i { 6 # i 6 .r~ i ~ ~ ~ ~ , a ~ iC7 ~ ;
.~5~ t ,d' 5a ~ ~ SASS 3 > ~ ~ Z N ~
URE Ct~ ti i RESS i i ~~ri DIP ~ E 3 ~.F 8 ~ cv 416.0 tt jj 4 3 d i ! {n 5 r i ~ , ~N r i°"; ~ a: , € ~
r i 1 ~ r r ~ r^ i y E t r ~J. J 1 ~ _ D N 72 ~ t ~ . . +I o 0 ~ _ . _ . ~ _ `F_ , ~ / • ( ~ , 710 N
~ r tH• i S i t ~ f ~f Wig y ~ ~ 2 ~ F- 0 m t1) U
r i J'Q t ! . ~ © , ~ , W W N CL W p LL N D
416.04 ~ F z ~ ~ ; t ~ ~ ~ i F r f ' ~ ' ~ ? k V ! i i ~ 1 Z ~ ~ N
f ' ' ~ ~ ~ i ~ j Q ,N , i r ' t!' • ~z ~ tV
i ~ r f e i i w i s b 'r / ~ N ~ ~ ` ~ 11 ~_v.....__._._... _._M.. _ w~._..w.r_.,.w.~µ .~._...._._..._._...._k m z 0 W z m °
{ j f j i ~ ~ i ~ ~ f f ~ s II ; ~ ' ~ Z Q F- F- m p LLJ tom!)
~ ~ W~~ i ~ ' 1 J # i ! f ~ ~ i ~ ~ ~ ' J z C) LLI ) ~ 3:: U CD -
~ r ~ g ? j ~ i 4 ~ S i ~ S # i i 'z W
{ 1 ~r i 1 ~ ~ ~ Z ~G. j ' t I Q ! z I t l ~ E ~ ~ w w ~ i w i W w oc w = Q © t n Q U t~
s ` i L3! : ~ i ? r • , r E ~ d t ~ i i MM MM _ 7 W W i i i ~ i ~ GSNN „ .........w,, _4_.~. . a ..,M.,..~._u.~_ _ ..k. _ ,_M._..._._.. ~ _ _ n..._ _ ~ w............~.
• .:„,...w ,,,..,M, , .r. .,.:..,.....,.,....»...,.,.~..,..,..-..C.._.~,.-...>..,. .,..a, ww.., .._,.~,...r,,.,~ ,..,.r„.j..,..,...._..w........W,......,.«.,,_.m....... .............w........... .....•h..M..».,.,,,.,..,. ..._.w...,~~_,.,..,,.......,...,,..,., ...,M.. a, " „,r.. v,~~.,,., ~ I i ? ~ I i ~ ! j j 710 700 ~ _ . =w.. _ _ .w. ~ i -700
i 4 j i i f ,
t ' i s i f ~ r , N ~ i
4 ~ 7 ~ a i r j i j ~ ~ ! K ? 1 ( ~ i i ~ ~ 4 ; {
f ~ } ~ f ~ 3 t I } { i r ~ ~ ~ 1 j II j i {
~ v._~. ,o..-M.M.~,.,. ~ ~ jj i 1 f ~ r i r ~ Y ~ t 3 _ .v l } .,tea W., . ! f ,
{ ! t ~ ~ 1 I t S ~ f j e O ~ , ~ r ` T
E ~ { I i ..,7 ~~i' f 4 ~ ~
s E } # j i } l 4 { ~ ~ , 1 ~}N
i r ' ~ 1 ~ ~ ~ t ' r W N , C 7
0 _r.~... r ..•x•.•.. .na. . . ~ . u . ,.F~. 7aa M~.,...... _ v . w.~. .~..~M..~.. ~_,..•_...~_n... ~..w._~.~.___.. ~ry~~ a S 4 t 5 700 690 ~ _ ....;690
1 t } } ~ ~ ~ f r ~C
f t 4 1 ~ _ ! 1 r
~ ~ f { t F EXISTINGROUND ~ , .J
' 9 i ~ 1 a , i I +
E i t i V ~ ~ ~ 1 »....w.....,.r... «w.....,.n....r...»..... Mr-nw.n .wrv.v.n.r »w..-.....rnn.........•..N.a.._•..-.,..un»r....rwn.~n....r..w.«.._..5 ...............u....•...A_...r.•n.• ..r...r~....«...n...~ t....,. r ...........r . W.........r n...~.r~. r. n -i.~, ~ w.....,....n......... •..,.:...n..... ~ u,.r r....,~....,..., n.m..-....y..,. r..rvn...:..r,. ........-.o-+.n.r._..... w....... ...a r r . r ...w w.w ~ C ~ ...~v. t f ? ' f S Y 1 1 t r ! i ..,M.~ Y . _..A. , . _ . .........,._~M.... ~ _ _ . rM ,7 v. . i t r 1 Z
r ~ ~ { 3 ~ ~ ' f i a i
{ 4 t t ~ 1 } ~ i j H
6 ~ > i ~ 1 i ¢ `r i S 4
i ~ { i i i
r s r i i •w. . .,.r., ~ 6sa ..r... ~ ~rv,,... , .._w,.~ ..,.._...~.._.~~.r~.,.~.__w .ww~.,..•..~ ...~.M.U.w....~.._,~_.~. i s f ; 1 690 680 n _ w r...~~....... m . , ~ $80 OG
'r ' i S S ~ ~ 1 W
ti ~ r ! - ~ ~ ~ ~ ` , } ~ I i 4 F-
? ~ ~ t a g ~ ~ a 7 Z
! ~ f ~ y ~ i k i ~ j l 9
i i ? ; ; ~ i I S i W. f ~ t i i ~ . ..w .,v MV .w. ~ .,v y~Y..
~ { 4, { { s + i f} 1 I
f ~ j ~ f 4 i ~ {
i j f ~
i t i ! 1
~ ' S t _ 4 j _..,.w......_.,._,w...~~.680 670, . _ ~..v,. _..:670
680,.. ~w ,.w..~. • ....N,_ ...,w w. , _ v i ' f t i { J i
1 I t i
Y r { ~ ~ 1 1 i > ~ f ~ f r ~ t 1 1
i ' ; i ~ } ~ f 1 r
i v j { ~ ~ r 4 • ~ ~ J ~ E v..t............m...........r...., .n.. ~ .r.. .w. ..r . . ,..........,...r..
~ ~+oo zo+oo z~ +oo zz+oo z3+oo z4+oo z5+ao z6+oo 3 3 +OO W
1
S ,
Nw low
10+00 11+00 12+00 13+00 14+00 15+00 16+00 Q um all
0 6i
G02.nAm w--r ENDWALI. G02,,04, G02 ~Z m Q
C° v
J W Q
W ~ C3
Z ~a
..J ® Z
W
~C w
c a
3: 0 W o w C% n
o_
V N
L0 a 0
W
z
DRAINAGE
+ ~ 1 6 1 1 1 t p o t ~ ~ r ~ % i i i r r r r r J t.a...
LEGEND OWAMWM 1 C i~
50 50 25 a 50 100 150, o r T, ALBEA ur 11; .6 &DJNL `e` IGHT
- - - EXISTING GROUND Aft
PROPOSED GRADE L • U: SEAL ENG[NERNG PLANNING CONSULTAN SCALE IN FEET 14613 ; 26421 4SULTANTS SHT. 104
t 4944 PARKWAY PLAZA BOULEVARD SLME 350 ?v S= 350
r~^~ PROPOSED CONCRETE PIPE 0• 0 I~~ 'r•\ \e•• Y " ' 1 -50 i IVR14..e i" a •.NG ; •.N E. <v tllDlz n[~,Inc. . G1Ni- CHARLOM NORTH CAROLINA 28217 k 28211
1 =5 VERT. +i ®o of the Carolinas a A. G . , c ~oN~.7o~2t7o FAX [phone]W • • k E. 626.6080
~~oOM N11 rl~r tltlAptlltl , ~ n 1i i r www.talbertandbright.com OF 140
128 S Tryon Street, Suite 1400 (Charlo#te, NC 28202
- - - -

O
+O
W U
, H,...« v...~..«... ~ ter.,...,..,,. ..,,........r......,....,.....,,.. , > d ~ ~ O
740 ,...r.~.. ,.....,_.....w w......_,...~ : d F 40 ' ~ i ;
s E ~ ~ t i ! , 4
C i ( 1 i
j ~ i
E { { t J f E i r ' { s t ~ i
~ r....,„ ..,w ~ .v ...e '-.....ter..-...n. rn....r..n..., rn..., .r...ia-w:w:..... r..-.......x.,vn...nw..«....`.~...u......,.....».~ f,......r.w..r«..+~+ ..:.....d ......r .....~...w.. ......,.N i, ni r..... ,..w.....,.. r A : : 740 s 2 'f i 740
~ ~ t f ? f ~ f { I r V)
= 1 7 f 4 I ~ z
f j E f PROPQSED GRADE, r o O F-
f ~ ' L ~ Y ~ i : ? ? t ! f ! j : t t : i ~ a i r. i f
i r ~ t _.~n ,.v 730 _ , „:a...r..~..,.....~.....~ ..~.a..~.m,..~.......~..w...,..~,._..~. ....,w.__..~...,_,._.__,~....;M_~,..~.._..~w___,_~~,~,.~_~.r_~__..__...__~........._._.~..,.,~...~__~~ 730 i~ ~ a_ - r f ` ~ ~ . ;v~..__....,_.....~ w....~~.__,~_~....,_,..,.~ ._.r ~ ~ w__-r ~_._v. ~ a. i N f ~ f 4
} I a ~ ! € s'"`
b ~ ± ? F 7, F ~ t ~ ~ s li ~ N ` W 0 U
s t f } ! { # l 1 t r i <C it t tY W L~
i ! ~ i ~ 7 f a { i ~ a 3 y E ~ I O
~ i ~ f t t { f i i. f f 7 ,r w... 5. f ~ 4w v- ^r. . ~-,r... r,w... w~. r~ .w,. .4,,........ ww,.v n, >..~n n .,,.,..,...........,~.o........ .w e., ~ -,.r.. _ 730 ' o
i w ' { f ~ ! y i 4 ! ~ # ~ r , r ~ , ~ V i 2 I w
S y ~ # 3 { i t 2 f t E t j ~ i ~ i E Q w
j S i 4 1 F y i ~ i ~ f i t i ~ t r W
! I i 1 EXISTING =GRGUND 3
i n .,.r....M.,...,~........ .~._.,....~_..r__,....... .._.._..~._......~,..m. „_._,.......__.,.w._._w.. _~.._.......w~~.~.._.. .._..,720 ~.a.:r..._.~_. _ 720 7 ._.......~.......w: ..w.
f ' t i f i , 7 ; ~ ! f 3 I
t ¢ t E ~ f ~ ( i f
I ~ 3 S 5 7 i ; 7 1 7 t I•~
XISTING GROWND f a Q~RISER~ ~ f N ~
f : ' i . s. v._...~..~...~...,._._......_._.~.,...~.~..,_ ....w_.._~..,~._.~ ~_,.._v_,.._..... ~ w .,,M ~ . _..,.,_,..w., w r,..,,....,..... ~..w r ~ , . O 720 N
t ~ s + a i ~ 4 _ M ct-
i $ ~ ) f ~ /'1 F i V+y/ } f } t ~ 4V ~ p .CLASS.. ,'4~ W W N ~ Q W Ll. CL N C~
t E 4 t , 1 r ~ ~ y ; a !f r 49~~01:
F f 1 £ ~ t S
t : E 7 } O E t ~ ~ ~"r` i d r t : 7 E r" 710 ,.--w ~ ~ i ~ ~ ) n 'f+ ' .......nw.~ . ....rY .M1.. ....1~....vu n . ..n ....,.n .....r ..,r.... ~ C.? O m w z m
10 s i E ~ s ~ '
< f ~ t ~ ~ 3 } ~ t £ 7 ~ ~ # Y i S i S ~ i y # ~1., ~ ( f ~ j k ~ s U fn c) v) Z W W Z ~ V) C7 W
S f ~ ~ ! ~ ~ t 7 S i ~ ; 7 S f ( f f ~ t t tI) a a Q W F-_ W GC GL c _ Q
~ ~ ~ t 1 i c } r F E j E S t ~ ~ j ~ t ` i t 0 Q- CL d U 0
< , , s 1 i ~ f c w ~ .M .r.......,...m .._m. _.~.........r._.... ,.M. /~F.,_._ , w.M.. . ~ .._.~.~w.K~_ _ 71 i ~ fir. 1 ' -..-w.,.,
i t / r 6 f s ~ 'i ? k i ~ ! 710
t PROPOSED GRADE E { j ~ i ~
~ ~ f ! i ~ c~ ~ k i ~ ti ' ~p ~ ~ ae ~
~ s ~ f ; ~ E s .s Q Z t ~ E as . , .
a ; f f ~ f u. 0 ~ n~ ~ I ~ ~ , ~ II V ,............v. , H..~..._ ._..M._ . r ~ ~ ~ . _ . ~ m,..
70o w.. ri...,..., ~...M.. ~w u...u_~..... . 4 ~.,n :._w. .w 00 _.~._..,.~w~.~..... i d P ~ .n_... _ C ~ t t ~ X11 l
rn .W---- I t~ ~ ~ r~ rn wzzo J r~ H
s ~ Q1 a y i f i f VI f ~ ~i rn; > cca ~ ~ Z IL- Amok
7 E i E ~ { Y f 1 ~ [ tI ~ ; 1 W; a. II ~ f w o Q
S ~ W f 7 t f i ~ t t ' r~ to ~ N o ~ Q; r--
. ....:.-r,.,.,.. M.:.~ 7oa ' ~ € ~ i f ~ I) _ _ ' M.,,. _ _ . . a_.., - , . ~(ry', / ~ Vi (~1~~~,~~I{~~~~+/ 700 +OC
~ r 7 4 f J G Q
~ : V s s : ASS 4 E » V~ 3 i i pfd ~ A'1 J. • f t
~ ~ + ' : : f O~' CJ K-- W , 0~ ~ ~ ° J
a-.o~ ~ { 2_ ~ , , E 1 ~ S < 1d ~ II , ,
_ , ~ 1. : 69a ~ i w..,.. w_....., ...~...w...., . _ ~ _ r T ....m._._.._... ..u..~......µ_, m._,_... w _ . _ . . ~ E ~ 11 . _ .r.. _ ` . _ . : .r. II
I~z~ g~
4.43 ~ ~ t ~ ~ ~ ~ l{{1 ~ '..1 f ~
E ~ ~ ~ r-x~Z ~p ~ ~ ~ k s~
t t i ,4J 1 i f ~ k : N~ M Y ®t
O r ~ : i t,~ , _ _.r.., r , ~.r „r~. r...._,._~,..~.r.. ..r.~ wE 690 _w... ~~_.,..._,w.,....._ . ..M.., ...r_...,...m,..,.M,..._.,.._. ~.,..w.,~ . ...............µ.~._...L.._,...~.~.,,...~w...,...M._ .,_m.. .......,..._M._. ' ` E ~ ~ ~ ' < '690
d. s i f ~ i 7 . d 4 ~ , ( s aG.. ~ [ , d W W
r ~ ' ~ , ~ z i ~s E.. i x : ~ ~ ?.51 II a t F ~ 190 d J ' ~ ~
W Ns 7 i 7 r cv ~ ~ ` i i •I a° o , N Z~Z N CA Z „
f i V I ~ r f.L ~i , i ~ ~ I ~ oU o0
3 OJ Q ' ~ Q ,(Z' . wM 7 X680 ~ 6sa ~ r II ~ d- w ~ M . w.... w....,.. . ~ µ ..v........,...~ ~.N w,..w~.,.,..u..u.,.~....,._.. ,_~..u__,_.
:r^~• d Of3 ~ U O W~~ h a , ~p , w
' I'r} tfy i pp ~ I~ J fi : ° i 0M0 p0 Z J Z ,
Z ~ I fM1 1 k ZZ , C1.,
Q ~ W a ~ F ~ ~ w I r CY I
~ 680 680
~ ~ ~ W X t ~ X II
J~ Z ~ e i ~ / rI' G.tJ ~ I
~ W ; Z r I ? Q ~ j ~ } }
P i ~ 1 { j O i ~ R fi " i ~ ~~~.X ~ I~d"~".. i
s i Ca~t!?U7Z ` f ~ F ; ~ s ,_.r..~,,.._.._....._._,.,... . ,f.._.....,.,. ......_......,..__..,........_...~..,_.~...,.M.,.,.~.,,,.,..,~..,~....,.......,._.,_........_.M..._.
670 s ~ ~ O+oa 11 +00 ~ ~+o 12+00 13+OQ 14+OD 15+QO 16+QQ 17+QQ 18+00 19+Q4 2C 2a+00 w
i C!i
{ ~ ~ : r ~C
s f # i Z
_ w 0
UM
rZ a , r
Z cr. .....7
i CC CL < U
660 LL LW Q
W
i J «eC t~?
.J Z
99 R W
ac W
0<0 C)
i ® 1 0
c w C)
x ( O
24+00 25+00 26+00 27+00 tow 1 n
U)
Gul-ENDWALL, G08, G10-RISER 0 N O
Q¦, O
LLJ
Q z
DRAINAGE w
1~,~a0tY110jr~j I I R t r i i t r J
LEGEND 8.0 Im for" I
50 50 25 0 50 100 150 d TALBEK i BRI o~ . 4
- - - EXISTING GROUND ~ 9 ® ® V . y Y' . ~
PROPOSED GRADE L _ SEAL r• d = = ENGINEERING & P G CONSULTAN' SCALE IN FEET 14613 26421 ISULTAN TS S HT.
s fa f 4944 PLAY PLAZA BOULEVARD, SiUTI'E 350 HORIZ. ••ac • H®R •,N 103 , SIM 350
PROPOSED CONCRETE PIPE . ci . . Engineering, Inc. CRARLCMM t • o0 0o r , ~ . • ~ NORTH CAROLINA 2821 i to k 28217
1 =5 VERT. % of the Carolinas d G ` dC \ PHON& 704.426.6070 FAX. 704.426-M ~ "1",,'1C C , \ e, A. . ,2f.60BA
1Pi1g11/ ` rllll4ri°` ' l OF 140
Street, Suite 1400 I Charlotte, NC 28202 www.talbertandbri ht.com 128STryon ~ ~i

0

W LO 0
, . .....w.._....__....- 740 0
i ` ~ i
i i
i {
t` i 1 ' ~ . ~_,....,......,..u.. r.. ~ t
t
I R PROPOSED GRADE V) z
f f t 0 z
(n a_
~ 3 ' t U
. 7~a . ~ _ . ~ . x x f 730 Cy
~ f V) z
i T co v
f , C i z
i i i,....,.._.. . ....w...,,... _ _ _ ~ ~ O 0
i
i i M w
i s O w
w
i . ~ ry. H C~
720 ~ ~ _ _ . ~ _ . , M , , ~ t 720 N PO -t LO
h
II
S ~ { , N ~
i i 1 < ` W ~.t7 C7 N .
1 _ . _ _ . _ -ttJ mot'
i 3 t { I-- F~- C7 Cn U W W N Cl W
i r ! ~ } CL a N D
i i W
! ~ j r ! ; } Z Co z o m wn
71 a , . ~ , , { Z w z 710 D
i i
r r i t U W
i WUR' CQL'tL' = Q
} ~ Q L~ CL CL ~ U
i i , ,..w , . , t,. . ,f ,
i
f ~ \ -
t
t t
1
} T EXIS ING ~ GRaUND
t
t
i ` ~ ' ~
f t ~ ~ ~ ~
S 1
' j
~ i 1 J
f 1 s
1 3..._ m..,., ,,,N.....,.,.
spa 690 Z
i i
i f 1 I i a
{ J. i
r f ~ w
i F-
f 1 E j VERT ~ 1.37% Z
r ~,&98.00 LF 5' X BOX CGL.ASS SPECIAL]
t ~ ssa ......r _ w~.~._r ._.....w w,.~, _ _ (ADD/DEDUCT 6Ci R~6; Bi)X CULVERT). _ 680
~ J ! ~App~DEDUCT 6!_.--
P v. f ~ S
{ i ' ~
t~Qi-EN~WAt1. /
r.. ...v ~ ,498.14
f r----~~
t ~ t i
!
if ~ t 3 ~ 670 . rr ..........w.. v,. 679
W

.rsrn
L
LLM , 0T
W
o i Ct)
_ _ ~ _ C Q
-j (o Z
H J wio
D ~ a z ,rrrr
W ~ w
Luxi `u
x ~O S CL a ~
Um
X~ ~C
O x O = 4
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 13+00 19+00 20+00 21+00 22+00 23+00 24+00 ~00 ~
G01-ENDW LEGEND G""1001mRISER"" N
4DWALL, r (108, Q
O
W
Z
DRAINAGE W J
peee1°1°116tto frt 1 `w r r r t r r AVOW%
5C g A 50 25 0 50100, 150 \4..• ; , & (jT-Tl"r
- - EXISTING GROUND as a l~ . LI
• .t~ ; a+ SEAL s . TALBERT BRI m s o w p_=_ -4 ni ---I
PROPOSED GRADE SCALE IN FEET 13 - 26421 - RS LTANTS SHT. 102
~ PROPOSED CONCRETE PIPE fi = 4944 PARKWAY PLAZA BOULEVARD SUITE 35( 1 =5of HORIZ. :,E' '.F~(/1 [ 4r; S= 350
A `v C*MRLOM Engineering, > inc. HDR q • NORTH CAROLrNA. 28217 1 =5 VERT. ,.9 E • of the Carolinas p G p PH®NE. 704-426-6070 FAX. [phone] rA. 28217 426-f#i0
t0~+re nee~e m ,,,tl°let° ~ rrrrr~~ OF 14tI
www.talbertondbright.com 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202
- - - - -

LO
W ts7
C1 C7
(n
~ z
V} h„
U
U
0
U
0
W
d
w. w
V- N r7 ~fi LO
.,e_r,, ....m.:_ ,M ~w,~~ _KM..~, ~ ..w.,~.._.~.~_.....~mw .~„..,_...,._....~.w~,, .._.,...,~..v..__..._.._....._ . ~ , . , .......~~.ti M~ ,~..,_,m._._..M._.._..~..~~_.m....._,..,,..~_~_ ...,....~..~....~w._~..,~,.. ~..w.__u.. .....w_~.,.. ..w_....~..,~....._. _..,.w._._..._.._..b..~... 740 _ , _ . . 740 ,.w w,.;.. ~ _ .r.., w~....._....r.... _ . w .
i i 1 . ~ ~ , N
k ~ ~ ~ f I r a i ~ E S g 0 0 LO a,
~ ~ 6 4 s ~ ' ~ s ~ 1 PFc4POSED GRADE
{ Y j t S j E y 1 r i ~ ) d- F- F-- 0 M 0 U
; ~ { I > ~ ! ! f P t t . , ..m, , 750 ~ "'""~r.., CL M N ~ ~ 0
y i j ~ ; ~ t {1 ~ t i
i i r f t i 4 i ~yry N i
3 ~ ~ ~ 1 C'M f`. it m z 0 W z m LLJ
~ EX(S1'ING GROUND E ! ~ s i W II f- 4~ ~ ; w U U ° V
I a . ' ' r f ..N~ , A .,MY., f . u . . ~ ~.r.., „ . , H } . , ~ ~ ,.,r.. .a....., { ~ . 730 /30 W W
1 Fn a a Q w w w w x= Q
~ \ t _ ~ 2 f 1 D d. CL © U D
L''" f p s. ~ f ~
E "`"r.. i i
' , R r i k ~ t _.w M..~._,~~_
740 f,w. ,.w~...,.~, , ~.r,..~........ ~ . ...........,.m , , ~ ~ .v~,..,, µ....n t i E ~ t 740 ~ .~.~m_..w.._.~_._... .w_..._....~r__..._,. n
FV4-Q6 E F04-04 r?7 ~ ~ ~ ~ ' p,, i`` ~8% a 5~~~ ~~As ~c~
I~ i ti? ~ ~ W i tt? ~ ~ ~o:a
s k.;., Q i 'Q ! j ? Pr} ~ I C7 ~ ~ tr} O
~ 3 t ~ ~ ~ t f `'`t i { I`- r
. w..., . ~ M ~ _ m, __~_M.._.._...~...._~...,._.,. ,w ~ ? ~ ~ta.1 { i 1 ..U..._..._....., ~ M_._w.....,..... ~ ww_...~ ~ , _ M__ .w.._~...._,.,..~.._..._., _ . . . ~ ~ ~ _M._..._.. _..,.,w..~~_.. , 720 ' F" W ~ ~ f
t } I F"' ~ r ; PROPOSED GRADE ~ ~ ~ ~ fY 4
i ~ t~ i t~ ~ ~w.~ _ ~ t~ ~.M-.:_ ~ ~ ~ C~` 3a~
1 f s ~ j \ y } ~ ? ~ 1 4 i i i N $Now
~ f t f t ~ S i 3 1 i S ~ E r ~ i ; 0
S 730 ~_M ._w..._..~~.~--~ _ .av..~.~ F ~ i ..n _ . _ ..~_m r . . r... 730 i
~ ` 1 t ( i s k~F.' 't W O .j
~}y t 4 j + ~ { ~ ~ ~ i t 3 .r,,~".."'_'.. ~ J z
( ; ~ l j 3 ~ : tJ ' Q OCj ~
,S } ~ i i ri lid C~ a• ~ ci EXISTING GROUND C~:ASS N p~ RCS II ~
I i r ...,...........-.........,.......w, . r i p ..w ~ LF ~ . ~ N h 21 x-.79 _ . , . , , _s.... ~ , ~ . r _ ~ _ . rte.. ~,~..~.~..m...___.~......_ K.~~~ _m, 71 a . ~ v , _ 710
. ff ~ 0. 55./V. GLASS ,V 30 RGP fl w z p ~ J ~
5:~5 LF 3 3 ~yi+ ~ 3 1 ~ l j d z
s, v 0.69 r} :GLASS t Z ~ ` i tl.. Z i t
02::6 LF~ E , { G + i ~ ` W w ~ N >
~ k 2$,35 w.~.... _ _ _ ~ M.~ . 720 ;,w._.....,..~.M..._..,~..o,..n._ . . ~ _ . _ _ . w..r.. _,~..w.. ~~~,~r~..w ..~.,~~.,,..r.~.~µ _ _ . . r ~ r4 , ~y,..... ......r.i t.., t.r .rv..,.....~.-......... ~ ...v ,.r , 1 ~ ...W.....~,. v.., ~ . ..~,i .r. 720 m W
f , ~ F S i i ~ a+oa 1 ~ +aa ~ ~+aa ~ ~+aa z
' ' k , ' ~ 1 ~ F' q S i i ~ I i o
S i t ` ~ ~ f N f o ~ ~ •cv; N
1 s ~ ( ~ ' ' N N
r,. 11 . .~...M......,...m.. _.,..µ.,...._,.v._. r,, 11 II
30 .~2 ~ h ~ wZo S ~ 3 ~ Z J....U;~- W~
i t ) / J
O ZZ } ? ~ ~ N ZZ LL
r.: ~ j i O ~ l ~ ,
t t 1 ~ i ~ F r i .J.... a ~ ~ Q _ w......,. f to
7~0 w. , w r..,..... , . ~ r., _ M~ ~ _~.....,~,....~.,.w. r.. ~.~.....awrw.~......,. f t 1-'`' Z
d O ~ Ca ~ Q ' 1^ l7 ;
4l ~ 4 ~ ? ~ / ~ ~A"" ' n i ~ Z
t"'" ~ i a Y II II
^ ~ N W U7 II N7 d' ? 5 . r .M........~ . . ,..,....wy w.,..,.,~,.,..,..
~ . , . ~ ._.~..M......~...:_. ....,,......~....w...~,.~w...., ..~.~.._.w......._..... , ~W .u..~ . . _ w,. wy. H ~ f W~~p i
~ ; ~ ,
zzz
o i L
CK N N N L ff
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+0a 18+a0 c ;)m ,
<t
F04-06, FF04-02, F04
(.90 LLI (D
J? <
.J a Z
W
~C gui
a CA9 a=
0 a
C V)
N
CL 0
W
Q z
DRAINAGE W
1W fill, f~
LEGEND
50 5a 25 a 50100' 150 < ; 4 •i / / rux &Bxu TALB WY GI e ~j 4r aGHT
- - EXISTING GROUND y, rQ r r . AL + _ •a SEAL r-.
PROPOSED GRADE ENGiNEMUNG PLANNMG OONSULTAN SCALE IN FEET 14613 26421 4SULTANTS S HT. 101
I-`~~ PROPOSED CONCRETE PIPE ff f 44444 PARKWAY PLAZA. BOULEVARD, SUM 350 S= 350
1 =50 HORIZ. N6 DR Engineering, Inc. A I ~ . „ .r CHARLCYM NORTH CAROLINA 28217 1 =5 VERT. '9 14 1, of th Carolinas A 28217
the r C ~ DA , G 4 PHONE. [phone] FAX. 704-426-(M fill II E 126.60W OF 140
s www.taibertandbright.com 1 128 S Tryon Strut, Suite 1400 1 Charlotte, NC 28202
11111111 low
-

t`LO
W r ~ O
w _ . . , , _ , ....w . v _ _ r ~ _ _ _ , _ . _ . . O
~~?n ,......_._.~_.,_...,..,_....w.. ,.,~~.._w .:__,.m..,.._._.~_m.~....,.~,_.~..,r,~..~...~...M.,,_,,...,.._.._.~,....~..~,..,~.,...._._,~ .,w.....w...,_... ~ i ~ f z
t i r f I
7 1 I
E } i i
.4 ` 1 I } ' ~ ' 1 w .r 3
............................~..,..M... .w,......a.........r...n...,.r..........v~.{.«...,............,....................-.n.-a,..._4~....,.........--....._.............»„_....n...np..n,~«,......,............,~„..,~.....-...n.......r.....-«...„. r...m..-.._....,.,»._.... ......r..,.,,.,............v»..f...~...~........ w-...........w_ -.,.»..n t { ! ~ E A S ~ ~ ~ 1 1 { i E .....w., ~ . r j i
t .~{rw.+~ } l i ~ ~ / E ~ y 1 i
f ~ r f 's } ~ { 1 z z o O
P ~A\ ( I > $ \ / t t ~ t r i
t ~ i w T'" ~ ~ , . i } t ~ . ,.;.v . . r ,.v.,. ..,..~.~......._._..~..m.. , .
j„..._....._..~,,_.~.._._,...,. w.~.._..,~.._...._, ~ .w~,Y~~ } _..~_,,.....~_..k..,.r...,.~... ~ , ~ k w _v._ . f 754 w r 4 ~ f ~
i f z
i ' ~ l i O U
{ j ; i ec c i ~ Y ~}c f/+,~, ~ thy' 4
I t LX~J j r ~ ! ~ f S O
_~_....._w,.m_..,....~.~..., ~ ..._.._._,~._...i ~ e...._..w.__. r s_ r.._...,...~..~„~_..~,....,.._.,..., .t._,,,,_._,.~.._w..,,v.~.__~.....~,..._.,~..~.,...~„_.~„,.„...M.w..~ ..».w.r.._ ~ j t a
E i i 9 t }
t ~ ~ r l ~ i E Q W
j t f ; t { ~ W
f ! j 'r t ~ i ~ ~~o~os~~ cRaa~
740 , ~ r , _ . . ._..a..~.-__....~_ w_._.~_._..,._.........._ w.._.~,... _ . 40 i...,,,,` f ! L
E ~ k
{
F N
~ r { v r c r { V 1 ~ i s © O 0 O
¢ ~ ~ ~ 4 ~ ' ~ t .,..,....~.~...........r.,,......,...........,.. ....~m-,-......., .............d-,,.....w....,....~..m-.......... .,wr~.«..,r...,,.«....,.,.................~...-..w~.,.~..,...........v++.....,t,_...-~. ~.............,.....,r.-.w.....~.-... w... a,.,........,~-~.,.... u....,-.... e.....,.,.-... ......,..n..,.....,...... Y..w f ~,i. 'i".......,.. .._,.M-........,. .wow . f r ~ N
1 f i ! N ~ i ' E h ~ to b N N t ~ ` ~ d- F- M
~ ~ ~ ~ j 6 t ( 7 ~ c ~ ~ 3 j ~ t `f n O
j ~ ' ~ ! ~ ~ 4 .,y~ 7 { r W W I-- a ~ t d
i V f 14 t i j } i S ~ { C7 F d N a ? i E f f 4~~h,. f V ~ O
E ! 3 c ~ s ~~r ! ~ i w ~ - 73Q Crl ui o z m uj
j i y i i I © W M
i ~ i f j i ~ 3 i i z W W V) 0 D v W
j ~ 1 7 ~ ~ i, `
f 1 i i 0 0- IL 0 c
f t ~ ~ ` i. _ _ i n,._. , a _„5
f ' i w ? E ,
t ~ t j ~ ly} 43~' 11i ~ Q~ G

R
t l w t „ ~ ~ s A i ' r r , _ ....._.._....m....~.. _ ~ _ _ . w . .n. _ .
+ t 4A
~ i f ~J.' S 4. 42 , ~ ~ i ~ i i i
4 ® C~
r A I ~O F ~ i i 4 r ' i s ! j 0
I { ~ 1 j ~ [ t ~ - `s i ~r , __.w . V ,m__...__ _ . CL
i a.,.w s ~ 1 i ti i OC
F E f I { i ~ j 7 4 f , j I ~ ~ 1 4
{ { i i j It ~ ( V Z i } S {
t j ~ } t y S 1 ~ , N
4 z k h _ ~ it 3 ~ Q
......._~..._...,.....~.~..~._....,...~_r,~._..,~..,....r_...~_~..,..,~.~~..,~....~,_.~...,......_....._,..~..~..~.._,F._,....,,...., r, ,.,....._.,.._m.__.... 6 .f-. t i «i... ,.a... r ..„...,.......d -.v, ...,n.. ....r L.. r ...r...-n.......,.......... ......n ..........r_......~a...,-.r...w. n.. r.. x... _..._..r.. ..m.r..,.-..,. r..-... n..._....... _,.........a r... nr~.. r ~ P Z
{ f i ~ t d i ~ ~ W O ~ s 3
Q 1 j ri 8 s ~ j
7 ~ ~ 33 P i N ° h I ~ I.L lV 3
r t"' 3 N i W r Z
m. ,,,.,,.,~..d.~ t I ' ~ ..,v ..,M. ,..,.v.. M,. ..v 7..
C t W J ~ ~ '1./ ~ 3 W
` 3 ~ ~ Z I / ~'ry~ 1 W
! ZZ mm ~ .Yin Z
3 i i i 1 00 N Now
. ~ DNe'~ 4`." ~~Q ~ ~ ..v~_ _ r ....._.F ~ _ ...m,. _ _w........M~._._..~,.~.....~~.....~....._.,..~......~..w~__.. r,,.r....,....µ.,.,..,.,w.~.._....~_ ;L1 _ . ~ _.,....r.._._,,._.._....... _ _ 7d~
t i f i r
j t t i
r ! ~ f 4 ' f ~ ~ t r
# j # ~ t t i f
l , } ~ ,
t ~,,.,..a~...„~_w.....~ ............._~~._..~.y._ i I ~ ! , s t t
s i i d ~ i ~ , r i I
3 ~ I f ~ ~ , i
y t ~ ( 1 f ~ j i 3 r
a j i Y ' i ~e..~. .uY... . ..,_..w...__.....~.. , ~ _ _ .
6so _....w~....~.~....,_.~.M..~, .M..~_.~~..._w..~..~,....w_w.~..~~,w.....~~.~__~..~.,~..~.~_...._._~.~....~.........~.~--..~._..~.......~..~...w._..~ ,..._._r.~.......~~ ._.w....~_.~ .....v......._ _ { ~ t ~ ' f W
} ~ ) t S ~ 1
5 r ~ t t ( f i j i k
s 7 i ? r s I s
,
J 0 L
24+00 25+00 26+00 27+00 28+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 un
Z ~ r w
B04-02-ENDWA LEGEND 50 I DWALL, B04m02 ff! FOdtwO6 ! ! F06= 02w F06=04, FO-6=06 =Z M
un V)
W Lli o
.J Z
W
C
C
O O
0 O 0
t~ N
L0 ~L
w
z
DRAINAGE ®td~~?udueyh d J LL
to G
50 25 0 50 100 150 00 4 • • . C TALBEixi BRI & ur
r, a,'• • . a:o y.••y_ m p
- - - EXISTING GROUND w . . "Q SA. C'• • W r = ENGINEMNG &PLANNINGCONSULTAN SCALE IN FEET 4513 _ 26421 M 4S L TVM Su f. 100
9 IM : • ? ~ ,4+44 PARKWAY PLAZA BOVA"f74Wg\fUM JJV 9f ~G it S=350
PROPOSED GRADE e•. e• `61 a? MDR Engineering, Inc. • E• U. 11i' IN e' CHARLMTE, NORTH CAROLINA 28217 fl f I, ~ m•••eems•• 2$ 1 A 28217
~i ~ PROPOSED CONCRETE PIPE 1 =5 VERT. e, q ,e i+ of the Carolinas . Cp A G C 'C PHC~.704.426.6070 FAX.704.42b•6M 0/ A s t E , FZ6-G080
"00 , + ,fyG OF 140
~ 128 S Tryon Street Suite 1400 Charlotte NC 28202 www.talbertandbright.com I
-

LO
Fw- ~
. r, ~ . , ~ 4,.~ , , , , ~ .....r. _ 0 _ 760
w,..., .,~,_.w. _....,_,w_...., ...w ,_.....~..,v. .~..~.~_..~.u..a,..v~_._,. .._..M......~....~..~._...._„ .~.._~._..a~..,~,...~......, ~ _ i r j i s
f 1 { ```r,
f ' } }
{ i t j S ~ 1
{ i i ~ f S S t r'-~-~'' ~ h,,,,,.
r ..._......_._...................„_....,_„w,. _ r,.,„ ~...w. . .t......,_..,,.,„„..._....~,,.....,.,.,.„~„. , ~ _._...,.,,__....M,.,.._.,,..._. _ ~ ~ C ~ ,...,i.,-. ...,......w ..,K.......,__....~.._.._._.~., ,
i j ~ ~ j t ~ t i
9 t ~ i ~ I 1 ` l I ~ T
~ 5 ~ EXI~TINO GROUND--~ F + ~ ~ouNa o ~
? i 1 ` ` i i + t ~
+ i ~ + ~ i i k i ~ .,.S.F, m, i_ ' i ' r ' s ..........-....;e._........-. x.-r..,...-.v. ,....w...r,+...,-..,..........,,..w...r,. ..w..«r.....rr.~w...rr..mm,.........~...yw „-._....r~,...u.r~..,,...._...._..m.. .....+r.w. w,.,.....~.. w......n..... v ......r_..n« n .....m... ........,...n.,.,......_..........«....... f i ~ + ~.,~_N ~ w._.~ ...~_....w ...M_...._..._.~..._....._ . . w.~... _ _ 750 C~
f } + j { ' 1 r
{ ) { ~ 'y Z 0
~ J t } j i + f i f
~ ! f f ~ ~ r r i t cr- 0
f i c ~ . .i ' ~ . , ..............LL.... ..w, , ,
t i S r Y ~ f F j j 7 + 1 t Y E `y w
t F ; ~ v 4 ? t d
~ t r , i r r + 1 / ~ i } w
{ ~ ~ 1 1 tt ~ i 4 i r w Cy
i ~ } i j 3 1 f r ~ t 74a ~.w..~.u_.......~......~.~..; _,.,_._...r.~,........,._,., Mr...,..~_..,.._.µ.~.....~ ..~H..._..~._...._. ..._~..w.~..~~..~,.w_ , .a. v.
~Z s ~ ! N Q0
s + ' + i U ~
N 0 ~ ~ j i 4 1 t f J i ~ r. ~~.w._._.,..._,...,M.,.,._ „ , .u.,._,.....,_.,...w. . .n_,._,,._,...., 7 t ~ 1 ~ N
b ~ i a ; t s i ~ ~ ; ' y S VJ W N r e-- ca m cn
~I 1 ' ~ i I 4 : i i f ~ 1 ~ tt r i 1 ? yQry,,~ W.. i ; w w N CL Q W Q.. CL.. N
~ ~ f y i V 1 ~ 7 j f i i ~ r Y } ~Ra~as~a c~ao~ W
' fi `t t ~ ~ j i ~ # { ~ ~ t
r + ~ ~ i 9 t ' i + i ' ` f i ,..~.~,..._~...,„,......w,...U, _....~......,„w„,.,.._...,, . z.-. ~ ~ E ~.,__..._...~.v . ....~..~w ~ ..r........ ._M._...__...._~.......w_ ~_T_..._...._..__.._._. .._w. ,_,~__......._M.~ ~ .~r._ .N.._......_.~_ m m °w w Z 730
7~0 ~ u_.._ ..w,~.. ~.w._ M~~~,..._.,~~.. F_r.~._._...~.....,.~ .~._.._~_.w.T_..~.F_.. ~._...__.v__.,.~..v . _ . ~ __e_r.__,.. , { ~ i j ~ ~ } ui U m w U1
I S ~ f i ; f t C ? ~ ~ j + t 1 3 1 j ~ , Z ~ 0 W w
' f } 1 t $ f~ ~I S 1 ` i 1 { i 4 i ~ r f + W CAL' 0 ~ = Q
~ ~ t < < t $ i ~ t ~ { i ~ P ~ ~ 1 © CL CL D (J D
i E + f 7 i y r f + ~ j ; S l , „i,..„..,. u,., w,...,., ~,u... r r. } I t f 7 l Y .,,.L -..rte.
E ! +E i ~ { i i I E
4 ° r r ~ t t ~ Y ~ t
r y A j ~ C + r 7 ~ 1 i ~ ~
i t i t / r ~ t i f i
+ , ~ / + ~ ` f 3 z r r ....................~~_w,.,~_.,,,.-.~,.,,,.._,._.,,.,.._.. ~ a > Q k s 1~ .8V L~ 412
r~ a , w~..o u~ r } i i ' S. 1 j . _ ~ ~ r 720
Q $ ~ { ~ i i 7 ` 9% i Ass 1~ ~ p, ,
i ` ~ j 'i t 42 ;RCP CL 40 LF . oc
t ) + i < r ! s u ~ + i i .IJIJ 412 o
t , 1 ~ fs` } ~/4 + } r i I~ V~ h i a
.4,.~`. ~ , „ ww, . rv t 3 ~ ~ ~ E ! ~ I .............m , Q ~7V ~ .y,. 404.
7 ? t I i + i i t t Q
` ~ ' i t 3 r 3 r f
t ~ ~ i 1 J
d ~ r r r i ~ ~ ° ~ +
~ S ~ t } + + 710 ~~.,~..~_..w,...,....~~.,,....,~ . _ ,M... ,.M..,. M~ .µ._j.,.~.,.,... ~,..,..w~, ,W ~,..a~....,.,. ~..w ~~._.~.m_W.....~...~, ,._~.,.~,..~.n...~. . ~Fl.,_. ~ s i i ~ ~ ~ .._.M.........__~,_.......,.._. r . . ~ .....~,.,.w., . , . . w.,.... _ _ _ . ,p......,_....... ~ , , , ._..w a; , 710
t ~2w~N WALL ~ ~ r ~n . ~ ~ E o
? ~ t i i it ~ ' ~ ; { i ~ Y~'ryry ~l ~ ~ ~ Yj r
A ~ + r ! i ~1 i d ; y~y~ A~ 3 ~ k i " ~ ~ O t'"+
~ i t ~ f S5 ~ .54 ' ~ lam"' ~ ~ ~ ~
j + p ~ r > ,.,...v~ ~ ~ ~y _ # r ~ .,~1... , , ..,..w .r. ~ Z
~L i , j 4 2 ~ r Lr~ i f y O~' + w J E ~ ~ a ~
90' E s E ~ ~ ~ z ~ Z» F--
D`h t ~ I~ i ~ ~l i 1 t i ~~z zz ~ - ~ ~ ~
S ro ~ ~ t ~o r t 1 N r r o 0 ! LY_ t~l N N ~ 3 ct' N
~ ? 1 s E , , , , __,.,...xm,.w.,... ~~._w...~~.,~,..,.._ ,...M.._......., ._____.....,.,,.m . _ w . ,....._~._.._v . _ , . 700 1C i N d' _r_. , ~ . . ~ r.. k.,.~........~..__.,,.~. , w.. w............~ goo
, ~z~ i ~
f ~ ~ ~ ~ Z t 1 ~ ~ i
~ ~ ~ ~ ~ c~- } 1 ~ i i E i S
z fY N
N" II ~ p ~.._~,..r,,,. _,._._,.e, _ __..~_..~..._._._,..~_.,w_.~~..~~.._...,~...~..._~~...w....._...N_._~_..~._.~.._._.....w~.._.,...~._.~_..__,..F ,...~...~._,.__...__.~._._v~. n.._ , _ ....v..., _ . . ....x_....v_ _ ,.,H__..._.v..m.~. ._M .,,.w m...._.... _ w....._ . ,
E O
f r ~ ~ ~ r t = i { ~ s 3 ~ 1 t J t ' 3 t
F ~ S ~ t j i ( { i ' [ } ~ i ~ ¢ t , E
E 1 i ~ ~ y i t , i I
N f j i ~ s f . , .w t . ..,..,,_.w_ , _ ~ ~ 590
690 ~ r I ' 1 d ~ $ W
I 3 E 3 y + f i i { }
i ! i s 3 i
i ~ ; 7 a t ! ~ i - ( ~ z s s ? CO
f v t Z
..._..r,.... m, J.. . .,.......n r,... .i.n. .~........,....«:......r%-....K.,..,n...,..,......,......mr.-.. ..~r..~..wn.rm......~..... .,.v......a.........,„..._ r.r LC)
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 us c~
Z ® Q^ w
BnA.-02-ENDW NDWALL, DRAINAGE
Z M6
W ui p
J 10
d Z
W
~ W
0
F"" o C~
N
L0
W
Q z
W
®'i'twoll111 1,1®, \X11111 fill
A 73 T ok Y\ 01/1,
LEGEND 50 d < ; 50 25 0 50 100 150 TALBE aGHT
441-1 s
- - - EXISTING GROUND 41 • T:vw L ° j - •a SEAL a = ENGRNEMG PLANNNO OONSULTAN SCALE IN FEET 14613 _ 26421 JStJLTAI-M SHT. 99
PROPOSED GRADE f> f e i O V ; PARKWAY PLAZA BOULEVARD, SUM 350 f • ` r ~ S= 350
1 =50 HORN. ~ / 9 ~.F({~/" /y4' ~tl s ~ . NDR Engineering, Inc. NORTH CAROLINA 28217 A 28217
[~~T~ PROPOSED CONCRETE PIPE 1 =5 VERT. . q , o, ~ ~ of the Carolinas . D PH®NE. 70425-6070 FAX. ?Q~4Z6f1 s I® A A i rl E. 1Zb-6080
~~~,ili 111164, • 1 MIMA9 f11j ,~I OF 14+0
128 S Tryon Street, Suite 14001 Charlotte, NC 28202 2 www.talbertandbright.com
- - - - -

0
W LO 0
0 C; 3
ir......
PROPOSED GRADE
(~1 ~ ~ ,v. _ , , . _ _ ~ _ , .730
730 _ N...__._._. _ _ _ . _ ~ ~
it N h ¢ % N Cn
r II ~ ~ .w t z O z
~ ; i cn o
~ ¢ X01-42 QC
t V)
P O
U
/ / V a L
720 . , _ _ 0
ASS ~ 18 R cn
456.E W
W
n.
N t~ ~f- tt7
9T
456 ~
ci cv N Q0 Q 0
EXISTING GROUND h 0 N
710-_ _ _ . _ it , ~ ~ 710
wo t i- © t!l CJ W W N M g W
z CL 0.. N ~ D
Z n..
t ~ ~ o. U 0 C~l m LLLJ Z m
t--._... _ _ _ _ S O' ~ _ _ _.~._..._..t..._ . _ . _ _ _ M~, ..k _ Y. _
G ~'P~ LW U U o V
C7 Z W W U W
/ SPE~`P~ ~P w ° C11-1 _
D [l. C1.. © U C~
700:._ _ _ _ /g~ ~F Z~ _ _ . , , _ _ . _ _ _r. .M. 700
456'
. Q
rr7 N
lf')
.
III ~Z W ~ 4A
J Z
1 ~5~ y 7 ~ Z C2. ` L~ Ask
OA 0
_ _ _ _ L~ " ~ ~ Q r- , , _ . _ _ . _ _ , . _ 690 CL
690 _ / _ .
0
. „ _ ..r _..w . . _ w .r_ ~ . • 'Q
Z
/
3 Q
Z
680 ~ ,,,..v ~~V L c
^ ~ ' o % W
t 1' -
d- N N / ' , oo~ r O> ~ ~ i z
II/
_m__~ ~ . , . _
\W z~° z ~~zz
~ N M M
67~ , _V~.._.. , _ ~ . . , _ . _ ~ _ _ . , ~ . , . , . . _ . . ~i70
10+00 11+00 12+00 13+00 14 14+00 15+00 16+00 17+00 18+00 19+00
s ~
W
0
r. vi ~ W a
Lo
Z 0
M 6 r W
J W 0 Lim
C3
.i 3 <
OC W
IL CD a x
a 1 t~
DC W cc
LL: Q
H CL
Q- N
~C o
ID. c~
w
Q
z
iit0rx1a'reeet~®ee till/ 5025 Q 50100150•••• : •••s•.,
LEGEND 50 &13 ur TALB 4 • \ • ? . `r 0 rr y JUH IS'MTA' M S HT.
Q • 4 d e SEAL r . • A'
- - EXISTING GROUND = ENGtNEM NG &PLANNNNGC®NSULTM SCALE IN FEET 4513 26421 • 98
PROPOSED GRADE . 4944 PARKWAY PLAZA HOU1t.EVARD, SUM 350 1 =50I-IQRIZ. •.,f Q~•• SUM 350
PROPOSED CONCRETE PIPE 0 .,Nc ® HDR En meerin , Inc. CHARLOITFI, NORTH CAROLINA 28217 1 -5 VERT. q e+ of the Carolinas ~ k 28217
t G E PHONE 70"26,,6070 PAX 704426-6= ee Q A. ea 0 eh iii ® J' ®ihoerrrtroe`i `n s n ; ~ ,2
r D www.talbertandbright.com 128 S Tryon Street Suite 1400 Charlotte NC 28202 I OF 14C1
%its= mii
- -

W L
O
M,. . ~ , ~ _ , . , w f C7 740: , , a C7
'd- ~ ~ r.
II ,r
S ~ ~ ~ F~-RIFER
1 740 ~ ....~._....,.n_., ,..w ....._..,~...LL ~ , . w ~ ~ . . _ . . _ , f v.... „ _ _ m..._ u 740 cv N
} s,~i
EXISTING ;GROUND o r O N ~ ~ V) Z
s r.,: 1 ' ~ s ~ ? !I ~ w Z
I1 x h ~ 4 Il V) O t--
, r ~ f F { ~ ,V,.,. v. m . _ o. a' o ~...M 730:.._, ~ . _ . , ..M _ . _ , M .c~ t~ D
r ~ ~ . z ~ / 73a
W w V)
~ ~ ~ 0 U
~ 1 k ty-
f i } _ _ s _ ; 730 _ ~ . _ 0
730 ~ M. 0
t%?
W
W
~ y r..,....„....~.~..., . a,..,,
} 720. ~ _ 720 t--C,4 p'7 -i- tf3
f9 40.Oa ! LF 1$ RCP
1 f PROPOSED; GRADE .aa~ CLASS: Ili t~ 2
Q, N O O
t ` t 0 L O
720 .,ter.-, w.....+~ . ....................r,~.,...,. v...,.~.w„... .....w.-... ..»i .......w ~ . . . _ , E . __._....~_PR4P~5ED GRADS ..M...~_.._.._ 20 . ~ N
I " o ~ ~ aD aD F- W O m ~ W
I f ~ . i ~ t ` 00 a ~ c N oD ~ ~ CL tL N M
S r r'` ~ !I ~ cCi II N w ,Gv
..mr L ...1 c w r- t- U Q O
.,...----M_.~. _ r......~-.-s_. , , ~ . _ . . . , ...4 , . _ . ~w w _._s.......__.._.,...~ M li G }I r.__ ~ , F-- 710 ; . _ . , , ~....__,.u......,<<.... _ - _ 710 W z o U C ° V)
/ ~ ~ c ' c ~ ~b ~ W~? J
a 4 r > ~ ~ ~ ~ 0
~ ~ `t i ~ ~ z w ° ~ w s d
S ~ ` j , ~ Y ~ w i ' { w x ~ p ~ : ~ ~ t~0'I.O~~E~W -NOD ~ CC OC) D GL Q.. C,~ U
~ .,,..,.w., ~ t ~ 710 _ 710 . _ , . o ' ~ -~--•f ~ _
i r ~.~55 , CP ~ 4 ~ FZ
F t J S 2 r_..:..
' • HIV ~ XI T ~ S ING GROUND 2.a9~o
. ...._.,.n .m.., + ,e 700: . _ _ _ _ . _ . ~ , . _ _ _ . w 7oa
. W ~
i o N M
~`y~D 4 W Y N r, d-
(I t./ . p h
1- ~~v 700 a~ _ > . _...~._,.._......N_....._._.w .............~.._.,,......u_.._._~_~_~.~.~.._.,......, ~.M.__ r.. w.....,, Q ~ , . , .},Y..._. _ _ . ....:700 _ ~
' a~ ~ C9 ~ h- ~ CJ w p
{ ~ J j Z 0 Q
e Qz ~ S t,~. Z
, D~ s 'O ® Q
u..._. ~ , _ o ~ ~..,...._~..~.......,~.w w._ ._.~.._w..4.,~_.._.~.._~._.~..~.Y_.w..... ~ . ~ . z ~ ai 'd- N ~ w : , , , _ ~ , v <w _ . _ _ _ . z
-o ~ 1a+ao 1~+00 ~ ~+oo ~ ~+oa
y ~ r~ , ~ ~ x M
a r , ; ~ >N;
.~J~°Ja d N P CLASS S , • o ; ::=L~ RC LL tf? .Q; ~r.M 0 Q
Q~' JOINTS , ~ auTSI~E ~ ~ d I! ~6 z
6so _ _ _ ..M.... _ . _ , _ , , to 11 ~ P ~ L ad
~o~ wn- w ;II w O gill w
°wzzn w fns w+~ • .•~w F"
s~ zw ~ ~ ~z
~w o a~ oa . ~©~-~-ao ......~_Y . ~ , . ~ _ V I ~ ' ~r~ m
r 7
}
N Cp II
w.~.~.,~. ....a... 680 ~ ~.._w, I u_. _ w_~ a ..,..m, ,~_.~..A ,r~A ~ ._....w_ r.,.....V._..~..w._ ~ I ,M ~ ssa
~ ~ ~zp
~ >
z 0.z
O. 3 oc ~ ; r
6
w
i 0
Q
r
670 _ 670
L
um fl
Z 0
~ Z CL Q
< LL C)
Ct) a Z
660 W W
660
OC w Ir
LL: :C 0 O
24+00 25+00 26+00 27+00 28+00 29+a0 n
F02JENDWALL., F02, F08, F10, F12 ~C Lr)
O tL
w
z
DRAINAGE Lij
''rr~lelegUgleee i t i i l k/ J
014 T) T 5a 25 a 50100' 150a o e. ; 5 f,
LEGEND 50 &Bpu .4 0. aGHT
z Q . O •Q 4 0 » M • - FDA, .4 SEAL r _
- - EXISTING GROUND SCALE IN FEET p A613 - 26421 TALBERT GI w _ = ENGINEERING &PLANNING CONSULTAN 4SULTANTS SHT. 97
PROPOSED GRADE 4944 PARKWAY PLAZA BOULEVARD, SLIME 350 ~V H Engineering, Inc. . ~I . SUM 3%
PROPOSED CONCRETE PIPE If f I to e» ! .~J! s . • ? CMARLMTE, NORTH CK7wRw01YxliC1 (+V& 1 =5 VERT. q of the Carolinas . 44 A e V ~ 1 1~ \ M4/+~+~? 704-426-6070 FA11. 704-426-6080 A 28217 t2&600
% LA rptpUlllA4le'tY® / 1"111, OF 140
'y www.talbertandbright.com 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

C~
W L
O
E i t
{ F i,
} i 740..w,...r.,~~ ..r~.~ ,M,w.....~~...,: r ...............w. .~.~p..~......_. . .~.m~, _..,~.a~„..,..W . ..,..~~.m~N~n~. 740
7 i
i V)
i 1 i PROPOSED GRADE; © z
I V) O
{ i _ ~ v
7
j j f i { 3 d' cn
j i T U
X41 t~ V. E
e i f ~ .r . .r. ~ ~N..,.r.._,~._..._. _ w...... v...._ ~..u~... . ~ ~ ....__O' O 730 U
730 .s. ._.,.m.... ~ ~ . t
E w
:t~ F h V) w
E r W
~......,.Mw . M.. _ ~ , .M,. r..... _ m... ~ . _ ~ ..._.....~...._....M . ~ W {
N to -t" Lo
- ~ 'Z^
i r VJ
N to
r t < ~ . _ ....._..._._N. . _ W _ i J O
720 . . ~ rv .....w._ w~.....~._.._~..~._-~....~.,~.._~..._,_,..,.M ~ ~ ..w . ~ ~._._....r..,... ~.....w..n.~.. . _ ,w.......... _m , . . ti N 1._ ......_.r,.... 720
} W W N CL W
V. G E ! i i W CL LL. N `T G?
f { Z s
F ~ r z a
W z m Lli
i f ~ T . i U r. uW ° V)
CD U W
f W cr- s Q
t ; ~ 4 0 a.. CL. a U wwe
r.~. 710 , ~~a.... . w.~... . w.......,,............. _ 710
_ . _ _ r

s- 4 _ r / M~ AWL
0
1} ~ _ ~ ~ ~ .~r. _ _ ~ _ . _ _ . _ _ _ m . _ . T. 700
700 ~ ~ a....~. m.__.~-_~__.~,..~ m..aµ..~.~ ..M~ M__ h~.,_......_. w__ u _ ~m _ . 1 ti
EXISTING GROUND !
~1
1 1
r ~ 1 ...,..~.__.,.A.... _ ......_M.. , ~ ...,M t. w~ ~ . w... w ~ ....w w...., _ _ v ~ ~ , _ ..r Y
. 1 1
l 1 /i ~
1 / Q
i w. _ _ ............_._~......w ~ ~...~,.A.... _ ..w .M__... ~..w....... _ .._~_v _ _ _
590; i 690 &M
t 1 1415.57 LF 36' RCP CLASS SPECIAL C~ 0.52%
PR©PO~ED GRADE ~ 1 E (WRgp OUTSIQE OF JOINTS)
BY OTHERS i f
1 1 ~ 1::4T559_ _ _ _ ~ _
.,h,.~ ..r , _ ....M_. z
s 1~ i \
} . 1
1 ~ 1 ~ ~ 1
i
. ,f , , h . ,.v w,....~.,,..,..,w_.. 80 u,~...... . ~ . ~ 'r i ~ 680
t ' ! ~ I
~n r i + } ~ /
i ' ' i f] ~ ` i
+1 ~ i f
! ..P..,, , ~_.r ~ r
1 e j f ~ Y ` W
1
1 ~ i n . ~C
Iww U2
F -EN 02 W 670
670
um
Z 0~ w
00 CY)
00 LLM U U)
ud z O W
Z Z Z «j Z N
0 Z~
-t (o co C,4 Po to _ 660 W
G'1 I L =
S
DC p~ ~
j ui o
11+00 12+00 13+00 14+00 15+00 16+00 .00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 ?4+00 o va
N F02-EN m 1. , O
CL o
650 ts..!
0 ~C
az Z
DRAINAGE W J
o. e l e f / i 1 1 1 A l ~ y d i X1111 f i l l s, ? A
w r<oi LEGEND 5C 50 25 0 50 100 150, 0 % C ;
- - EXISTING GROUND TALBERT&Bpuur U •o y.ti UGHT
• _ ;q SEAL r.
' PROPOSED GRADE ENGM:EMG & PLANNMG MNSULTA' SCALE IN FEET 13 ; = 26421 : 'U NSULTANTS S HT. 96
PROPOSED CONCRETE PIPE 4944 PAP"AYPLAZA BOULEVARD, SUM 35( Its. fV HDR Engineering, Inc. I . 9 35® fA 28217
9! . . ~ . NORTHCAROLiNA 28217 1 =5' VER T. ~ g, 0 v of the Carolinas ~ `v to A G , c t 'oi, PROM 704-4Y)-6070 FAX. [phone]
10+00 s . er k 04-42 080 It e i~ . 1 OF 14t3
www.talbertandbright.com 1 28 S Tryon Street, Smote 1400 I Charlotte, NC 28202

w Lo H Ca
xt , _ 7q 700 0
f Z
f t i t
i c {
" 4 " ~ 1 C4
~ f . rr _ k 5 ..Y N ..;w_ . ...........:.._u.~ . ~ v..,,. , . . . 72q _ . ..,_t9~, .
i
i ~ l j Z 3) I~~oPgSE[~ G~AOE
i 7 ?RADE z o z
f cn o
_ . w w........_ ~ . v. 6s p ~ , 690
3 Z
0
EXISTING G OUN ROUND: C~
_P; n . _ N ~ . _ _ . ~ _ ~ _ ~ 71 q 0
7~0 ..~w , ..h._. _,.N._ m.,....... t I= o
w
w
s ~ ~ ~ ~ U-i
n...~.._......, ti.~..... ~ ..,_M. . , 680...., ,
. ~.v~ m . M r .._w ~ _ . ~ . . ~ d _ . ,~w ti..N.. ~ , _...._..r 680 ,o f rv r~ pct- ct~
F r h
{ 3
{ i t i k j ~ Il L''-- / L0 o
t y f y 0 0
3 w.~... . /L/O k~».,....„.,W.,.......,,:....,.,,.... ._..,..,w...n ,a,,.,~.,: ........n s .,,>_.,....._......,_.,..w.,~ 1....._.w..,..,...:............,.,.~ ~ .,~..,.,_.,.....,.,,w..._,w...~,..,. ,.»,..~w,..,,.,...~.,...w.., ...............w., . r i + _ . . . v _ . ....u . ~ r _ 7a a ~ ~ . q ~ ~ , . ~ d-
~ } W W 0 ~ ~ W
t ~ 4 ' { t i ` P: a ~C CL II_ N C]
17 r l.~ qQ 5~ 7 • 2•q a 12 ~
~ ° J s~ rn p,S ca CL . Z m m
. , N . , v , , , _w . A, . .x ~.~tJ! ~ . 670 LLI w z ................v 670 m
1 it 0 F-- w © ° cn z w w z Y
~ ~ ~ ; ~ w
~ ~ t i t` j 1 w u~ ~ w _ r
i r ~ :RISER : ~ 0 tL a: 0 to
. , . ~ ..M.. n.,.., , Ld0 ~r, i . . . ~i ;69q
i f ~ I EI
1 ~ Y c~
i C~ C"~ .03 802-04 :127 ' t-- 0
1 PROPOSED GRADE f l r ~ ~ ~ ~ r ~ a r~
v ' ~ , n ~ ~ ..,.a.,,.... / I ~ ~ ~ N _ ~ .....~w.... ~ , . . 660 II 660 IA
PROPOSEa GRADE _ ! rn . • P rn /r` F- ~ r ~ ~ ~ wO
t BY OTHERS ~ c~ f r t ~ ii ~ © ~ 13 / © z i° > DG
j t ~ W(~+_ 1 f 1 r__.. w ~ ©o > EXISTING GRQUND ~ ~ rn N ~ L Z Q
t ' P `j i = I(.Ln. ~ ~ ~ u; o
~ ~ , i t W i _.~....~,..,...w._.. _ ~ w ..w..... , r. AL.._PRQPQS.ED..~GRADE u_.~.._...e,_r,t... _ .__....w .~...r..~~~._.~._.._,.~.._.,w._.~...ry...._...~...Ww~,_~_~r..F...~_~.~...~r _,~.il.....~..w1 L (9 II ~ ~ eo a _ , w, _ 5,r,,~ _ ' 680 ._w.r.._.. v ,.M . li _ 00 OG
3 680 7 ~ ~ ..3n I A, TER PIPE IN=STAl.1~AT14N F ~ ~ ~zo
~ ~ T PIP A 4 ABOVE H~ E ND , 1 f ..a
1 4E WIDE; 3:1 TIE IN SLOPE 1 > » ozZ~ 7 =
v ~ y i j 5 ~ ..w...-.----~---- d .
F ' E t I r t . 1 oq0 0 ~ oo i~ N Q S~~~ ~ ~ ~ I~ ~1., . , .v . Z
rr ....'r,,., . ,t } 7 » {.oo 1 q Oq 11 +q0
z ~ ~ CI.~SS III Q q.5q~
1 4 . k { C
1 i r ~.oo 20. (~0 ~ . Q
S~© n CL„l'~S t ~ ~P . ~ . _ . ~ _ . ~ ~ ~ . _ , _ ~ _ , . 67q
6 / 0 , , ...M . ~ . , , .Oa 't L
t W
1 ! ~ o a a H
o cci r F Z
t 477.82 cci r~ ts~ II
~~,.M..,. , . _.__~..m . . . ,..I~
4 I F zo i~.~
•.M~. C~% 1 w N,~w ~ d ~ J a » ~ ~
~ 1 ry'} l`,1 T" ~ zz t N ~ s r z
~ ~ c0 ! L~ a ~ II II u~
G . ~~w m, ~ _ . _ ..I r.~.~.. ..aN~. ~ ~ r r~ 660 T..w . ...wti.._~... _ Op ~ . ~.m.r.,...,w~ w.. ..~,~~_,~,_.,H.. .K..... w. I~ R z ` ~ ~ IC ~ ~
w O d ~ w~0 ~ ~ ~
60 ~ o ~ ~ ~ ~ z c~©o z~~ o I!
Zz ~0 ~ ~ o z z ~ w co ~ t~ r
1~, op ~ ~ o u~ I!
c~ ii ~ w_. ..~n..~_._....~~. ~~-~w....,..,~ ....M_....._ ....,.~....N,... , . , _ . y......_w......~ 11 ~ t C1 M N7 {Y W II . v....,.. v U
~Zo ~ G~ N w
w > » r- ~ x0~
~zzz Z (L' d' s ~.~,.,m
00 (D C,4 IL X= L ti? u
tr N 00 _ , _ . ~ ~ 650
650 i _ . . . w,.. L ii
0
Sri Z
co 4 Z m Q
um V)
UJ (9- 0
O J ..j Z TM
Q Z 1 ® Z
W
_ _ 640 LU
. 640 w ~ Cl X
i
~C Q
17+00 18+00 19+00 20+00 21+00
10+00 19+00 12+00 13+00 14+00 15+00 16+00 V)
~re~ N
'02-,'t:NDWALL, B02, B02-04, B(1,4, B-,'KISER USER o
d.? c~
LLJ
Q
z
DRAINAGE w
® a a a a t u M S r r r s a ® a / i O l t t fill/ a®a+ U-NT
LEGEND 5C rt,? , C 50 4 01 f 259 0 50b 100f 1509 'i- •••eloe ¢ ` ~i
- - EXISTING GROUND , .0 . " A &B.L\iur TALBE T a e : °s O F Q
r a s w SEAL t
PROPOSED GRADE SCALE IN FEET 13 26421 IBS XTAN'."a S HT. 95'
[!-I PROPOSED CONCRETE PIPE a . 'fl 4944 PARKWAY PLAZA BOUMARD, SUM 35( 40- 1 v .•N E• , ),,M=350
•a ~ HDR Engineering, Inc. CHARLMTJ~ r1®RTHCAR4)UNA 28217 1 =5 VERT. of the Carolinas . • , e Pxo. 70+426-6070 FAX. 2toao . a , k [A 28217
A a o 0444 aaa ! E. rrOr/rtlrpM`aa , ////,Ill f i t r t i f y 426-6080 OF 140
r www.talbertandbrfght•cam 128 S Tryon Street Suite 1400 Charlotte NC 28202
=moo
- - - - - - - - - - -

v „ 5„ ~ rr \ m 4x4 BRACE POST ~
trl 4 #8 WIRE TWISTED 5"x5" WOOD BRACE POST O ~ v -p „ D 4 PT. BARBEB MIRE ~ N WINGWALL a-t W
~ ~ SPACING 6 4 PT. BARBED WIRE ~ -I 4"x4" HORIZONTAL 4"x4" t~#iIZONTAL TOP BRACE F' ~ H ~ TOP BRACE W RE T ~ ~ ~ #9 TWISTED MIRE ~ ~ ~ Q
~ #9 Z TWIS ED ~ H. _ • fn ~ d D ~ ~ C3 H ~ a Q~ • ~Ui O Qi-~' C3 y F,,,{ a z z ~ ~ H qC U FJ
~v~n,~tn wJ Hz - m ~ C7 ~ C"3 . Z it 4
Z ~ ~ B SPACING Q U ~ _ H ~ n r a~ wd H "I 4 SRACE POS'i_ ` O O H S O O ~ O 3•-sir MIN. ° - OC Z
_ m ~Z d ~ s ~ m w~ ~ " M ~ ~ I 4 t3 Z ~ ~r I-- U O FENCE TO CORNER ~ C,3'
o~ ~ =N('~a GY' I--~ Z 2 ~ 2 T RIt~HT OF WAY W '0 "1"I
Z ~1 iv w a-~ V1 F- D ...I G7OH ~ ~ N ~ ~ ~ 4 C)z~~ t i ~p~'Q
Cf ~ C~ 4 CG M -1 ~ ~ C7 to III-III--II -1i1_ Ili= II III 111=11I= li III Ili= r~ ~ I I I I ~
14 0 8 -0 I I ( I A N `M I I > y N -e ~ ~ a ~ ~ H e FASTEN CUT STRANDS OF WOVEN WIRE g° BRACE POST--°- p. H
H I I a Cp ° BRACE POST ~ END OR BRACE POST ~ W ~ O r II ~ PLAN C7 TO THE LOWER STRAND OF BARRED ~ G1 Z WIRE WITH FABRIC FASTENERS. u ~ ' C~ 2 0 Z
~ WOVEN WIRE FENCE d V)
L ATI N p° END OR GATE OC O ~ $'-Orr $rr
II „ ( 4x4 HORIZONTAL TOP BRACE „ ,r n ~L~vATZaN
5 5 5x5 WOOD 4 PT. I BARBED WIRE 5 CORNER POST ~ STANQARD RIGN7- OF-WAY MARKER V)
w R~ #s wIR FENCE CORNER S ACINt3 6" TWISTED I T D , GENERAL NOTES: r - - - z a
ERECT LINE BRACES BETWEEN END, CORNER OR USE WHEN CORNER ANGLE IS 15 OR GREATER A(.L POSTS AND BRACES MAY BE EITHER ROUf3D OR SQUARE AT ~ ~
GATE POSTS AT INTERVALS NOT EXCEEDING 4„ 4„ 4" 4" m ~ is 324 FEET. m THE OPTION OF r ~ I R1W HE Ct~VTRACTOR, PROVIDED THE SAME TYPE IS ~ TI I ~ 0
Z ~ Q 17i THIS MAXIMUM INTERVAL MAY BE REDUCED BY G- USED THRQUGHOUT THE PROJECT FOR POST AND BRACE. ~ I I O ~ ~
r ~ THE ENGINEER ON CURVES WHERE THE DEGREE _ ~ f° DTMENSIONS SH1 ARE THE DIAMETER OF RtuJND POSTS ~ _ _ _ _ g" H 5" CORNER POST ~ OR Et1GE DTYENSIONS OF Stit1ARE POSTS. O W 0 w
4 ~ OF CURVATURE IS GREATER THAN 3 DEGREES. ° , , ~ ~ 4 4 4 ~ ~ ~ Z VARIABLE -NOT EXCEED 8 v TNSTALL THE FENCE FACING THE PROPERTY OWNER EXCEPT H V d
PLACE LINE BRACES AT THE END OF EACH ROLL ~ E-- ~ GROUND LINE ~I'Eltn ~ dWr~ H ~ ~ THAr H T ON OR ZONrAL CURVES GREATER THAN THREE DEGREES; Q W U'~ w J
I I DR PIECE OF WOVEN WIRE. -I a 8 CC LL t] ~ Q LL °I -I CUT AND SPLICE OR TTE FENCE ~ ~ INSTALL THE FENCE TO PULL AGAINS7 ALL POSTS. ~ WIRE AROUND POST CL'
~ BRACE POSTS N ~ WIRE FENCE NEED Q Z ~ PT. BARBED WIRE NDT BE CUT D W
© ~ - II li II it (9 LINE BRACES o a M D 4" POST 4"x4" BRACE POST . ~ ~
~ v (MAXIMUM SPACING 324 ~ Ci ~ #9 TWISTED WIRE R/W ~iW MARKER 'Q M C7~0 i ~ ~
PLACE THE BRACE WIRE AROUND THE POST. DRAW WIRE TAUT BY TWISTING BETWEEN POST FOR BLOCKING DRIVEWAYS ~ '0 ® Z d = N (o
~ ® N TCH POSTS FOR BRACES. _ ~ EACH POST. THIS APPLIES TO ALL BRACE WIRES O OR OTHER ENTRANCES Q 91 ~ PLACE TWO GALVANIZED 12d OR THREE GALVANIZED 1Od ON ALL BRACES AT EACH END. ~ H C3 ~D ~ o H ~ F- 0 if) 0
RI INSTALL IN ADDITION TO FENCE WHERE W IN PLANS OR WHERE DIRECTED BY THE ENGINEER ~ SHOWN r'`'a? M = ~ to H ~1 ~ W -I v~ Z H ~ ~ N
C'y~ cA4 CURVED TO ~'IT 1~'g NOMINAL DIAMETER M U rr _ ~ 2 t/) t- © (J7 V
~i ~ 4 PT. BARBED WIRE " DIAMETER OF FRAME 5 5n TWISTED WIRE 4"X4" HORIZONTAL TOP BRACE C~ w z SLOPE OF ~ H m ~ FILL ~ J w N Q w
4 x4 HORIZONTAL TOP BRACE ~ ~ ¢ ~I lf~ ~I1~ I1~ ~Il~ ~ t~3 i III--III I I III--=III I Iii=III 111 ffl= M./ H
~ o CURVED TO FIT ~ o DIAMETER OF w 0 ~ ~ ~ ~ 44 ~ Q i GC I I I f ,r ~ I N ~ - a 5 POST W ~ > I I SEE DETAIL ?
BOLT HINGE /an U u Rl~+ MARKER FENCE WIRE m W 0 m 0 Q
7" HINGE CLAMP o r 4" POST ~ rr VARIABLE $ -0 LLJ C) C) uj 0 V
tz R~QUIRE~1 USE LATCH DEVICE APPROVED ' v BY THE ENGINEER. R/W RIW z ~W CY_ w x _r Q
HINGE ASSEMBLY, AS DETAILED, TS SUGGESTED. SUBSTITUTION
MAY BE MADE SUBJECT TO GROUND LINE 4" LIN P T ~ 5" CORNER POST E OS „ 4" BRACE 4 BRACE © Ll a_ 0 V a
BOLT HINGE APPROVAL BY THE ENGINEER. N %g" NOMINAL DIAMETER 3 ~ ~ II I) II II 2 REQUIRED USE 1 /g DIAMETER GALVANIZED #9 WIRE TWISTED 5" BRACE POST 3 SHEET $ QF 3 ~{~A~ SZ~~ SHEET 8 OF 3
SHEET 1 OF 8 ( ~ P GATE FRAME EXCEPT 12' SHEET 1 OF 3 STEEL PIE II I I II AS SHt~V HERE. GATE 4 LINE POST
¦ ' a
® ~ M r rr r ?r r rr r rr r n
v'~ 14- 14-Q 14-0 14-0 14-0 w-+ H 0
C <C e~r ~ ~ Q 4 PT. BARBED WIRE Q • 4
U (at.-
rC?~--I~ L~.Jd~-+ ~ FILL SURFACE FACE 1w
~ ~o °C z © 'n m w'~ Q/~. LL- S x a
M ~ Li ~ Q H c~ H t1.
=NK?~ ~ ~ 111= - - h-~ ~ 'p lil~)f-- l~l_ ~ ICI- III= W H r - rii~ _ -1st= va 1- W
~o I i iii_ - itt- a Q ~ 15
~ ~ ' 1, 11 _ r 1 ~ ~ ~ D 5x5 WOOD BRACE POST X111
-1 111=1! ; _Itt~ 4" x 4" POST F- r~ ~ IF NECESSARY i` 111= lli= - ll~ tL. ~"6 ~ GRADE (I Nl- IIl~ Ifi--.ili~lil- fll~ fll- I . I ~ J ~ li ~ ill- TOP of FILL ,J
C7 - 111=l1=II1=1i! f! !f II I w C1 TO CLEAR WIRES I ~ Z MAXIMUM II D 4 PT. BARBED WIRE 12 II I ( _ _ •
SPACING „ „ r rr la 6 MINIMUM SPACING 1 ~2 3 -1 MINIMUM EMBEDMENT AS
DIRECTED BY THE ENGINEER MIN. 9 ALLOWABLE SPACING • ~ a - a low=
a .
DETAIL OF DITCH CROSSING ALTERNATE TYPES QF STAPLES USE ONE #9 STAPLE OR TWO #i6 STAPLES Q
AT EACH POINT OF ATTACHMENT. • ~ ~ couPLINGS EVERY ~ ~ To 15"t 4 • . ~ ~ ~ EXTEND PIPES VERTICALLY AS _Y AS ® z
$r-Orr Sr-Orb -----14'_Or'~__-__ • CONCRETE • FILL IS RAISED L ce
~ ~ Z err 5rr ~ W
~ ~ C'" -?1 h'" 111 rr • ~ v a. H
ra 5 C3 W ~ WOVEN WIRE FENCE p ~ z C~ z
~C END OF GATE LOCATION ~ ~ F-
~ W ~ rr PLACE BAR VERTICALLY
'-I 14r_Orr 8'-O„ g~-O~r 5 - LYr MrLr, Z t III-111=11f.fl1= III=III~11I~111=(11-ill~lil-!!1= 2 ~ ~ ~ i1=11 C1 tL fi SPACING rr rt
~ 4" BRACE 5 .tit--111 l i I I v ~ i'' ~ ~ 1- u u
. M y' ~111r1i ~ %ill-til- II Q c7 qt-- 2
v v ~ ALL POSTS SHOWN ARE BRACE PAST a ~ Iglu z
r,. 111 „Rt d ~ -v o ~
ca ao r t1-111- Z 111-1 t11 H U? f I) W 1n _ ~ ~ ttt 1" REINFORCING BAR OR
~ ill-.-w 111~!lf-lif=III-111=III=i1 III_ If I fTfN=! ~ SLOPE POST ~ ~ N # WIRE ~ _ EQUIVALENT INNER PIPE
~ I I TWISTED I I cA Z ~ GROUND LINE m ~ U U H `r"~' OUTER PIPE SLEEVE 3 4 GALVANIZED „
J 2 DIA. RIGID PVC PIPE-MAINTAIN STEEL PIPE -MAINTAIN
r~ ~ z ~o DETAIL SHOWING III~THOD OF ? ~ w IN PLUMB POSITION
ioz ~I~ CONSTRUCTING FENCE ON SHARP BREAK IN GRADE ~ ,w ul
g 1
II INSTALL SURFACE POINT 10 FT } FROM SETTLEMENT PLATE LOCATION
MARK AND LABEL EVERY FOOT Y FOOT z 1,.
DETAIL OF POST ANCHOR ON OUTSIDE OF PVC PIPE :)E J U)
USE AT GATE POSTS OR WHERE REQUIRED
BY SOIL CONDITIONS. MAY ALSO BE USED IN LIEU SHEET 2 -OF 3 SHEET 2 OF 3 OF SETTING POSTS TO A DEPTH OF 3 -1 . 3 SURFACE SETTLEMENT MONITORING POINT TAMPED BACKFILL ~aC V
1866u021 1866,02, (2 NOT TO SCALE z Q
D w
cr. ~+C C)
~17 D
6314 .j Z, 0 J
a w
cr. z
.aC
ATTACH INNER PIPE SHEET_
TO SETTLEMENT PLATE 3/4°X2' SQUARE PLYWOOD SHEET (SETTLEMENT PLATE)
V)
MANUAL SETTLEMENT MONITORING PLATE INSTALLATION 0
NOT TO SCALE 0
w
z
w
"rr
° TALBERT&BRIG Z a SEAL 0~
zsazi ENG71NL~h"RING & PLANNING CONSULTA - - qSULTAIM S HT. 94
' v.'•.F E~;:'~,~ MM PAAKWAYPLAZABUIJIEVARD.SUf!'E35 .NciNEE (HARL01TB,NORTH CAROi3NA 28217 SUM 350
A 28217
!ck E . c`?0 PHONE [phone] FAX: [phone]M III III\ I IV 426.6080
7j ~ www.talbertondbright.com 0 f 140
- - - -

MAX. SLOPE
10° 2
r rr ~r~4s ~r_~n

CULVERT & HEADWALL I L-~
i ~~~~=~~~'i~~~~~~~~~~~~
II I! L!
! i I 1 II I1 2„
ii Ii CLR.
it I II
II 11 II 11 I #4 c12° o. c, E.F. ~ @12" o. c. VERTU E.F.
1I II 11 I it X
if I! II I I! ~ 2" ~ 12" MIN. #57 GRANULAR
it 11 i t i t 3~q' EXPANSION J T. ~T CLR. FILL. 2/3 HEIGHT OF WALL
~ i ~ MATERIAL > g
~i I i~ iI 1i N #5 @12" o. c. DWLS W
II I II ~ Z
o `I > ~
~1 ' 12" `P
1 M
d
CONST. JT. WITH ~ ~,2, x 3~~2„ KEY N~ o
M #J @'I O" O.C.
N c.i ~ - ~ 4N rn IN* W~
\ I ` V ` '
1
A
rr C
d
CP I w- , m I o C4
~ ~ M -J tNV Z
I I I ( 1 U ) ~ ) )~O ~o ) t0
`1 V\)
3 12" MIN. DEPTH COMPRESSED GRA CIR. FOUNDATION CONDITIONING MATERI ~ (NCDOT #57 STONE OR EQUAL. NO U MATERIAL PERMITTED.) ESSED GRANULAR A W A
n ~ v~ ING MATERIAL.
3~x T ~~_~rr 8 EQUAL. NO ORGANIC
w ~ ' U fz~
I 12" VARIES A taw w A
1
I
SE TI N 1 34 = ~~_pu
yN ~ ~ 2 I ~ ~ ~ ~
it tV I ~,_2„ MAX. SLOPE
I 2
i (2) rt5 CONT. 2 ~ cc
I ~0
r u ~rT s r 14' -1 " 96
14 -1 6 14 II-ll-II S~EECULVERT SECTIONS
`i' =I~ I I I-III- FOR CULVERT REINFORCING - - 'ING
NOTES;
HEADWALL SHOWN IS TYPO F N IS TYP. FOR EACH END OF CULVERT. Jl
I - WINGWALLS ARE SYMMETRICp SYMMETRICAL ABOUT CULVERT t~. -2--- R.----Q____Q___ Q 9____.9___
#5 @12" o. c.
I O
-6----a----B__--a--- a - -a----v-- z
L ag
,
I I-
z
2 I ..N
I
1
i
I
3~ rt a EXPANSION JT~ JT. ° w
MATERIAL 1
o son"
I I
I
I 72" CONST. JT. ;T. JT.
o a o ~ o a z
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - eN N _CONST. JT.
- 10
i M ~
i -
~io I
N
i
3" DIAM. DRAIN PIPE @8'-0"+/- (TYP.) WALL FTG. BEYOND PLACE 6" ABOVE FLOW LINE. EXTEND WAIL FOOTING REINF. ~Z
i PLACE WIRE MESH SCREEN OVER 22" INTO CULVERT BASE.
i WEEPHOLES ON FILL FACE. UJ
CULVERT R HEAWALL
12 „ SECTION K~2 Lx
HEADWALL ELEVATIQNLA:~
3/81, 1 -0 11
SPECIFICATIONS: HEADWALLS & HEADWALL FOOTINGS
Lij
- MIN. CONCRETE COMPRESSIVE STRENGTH (f'c) = 4000psi
- REINFORCING STEEL SHALL CONFORM TO ASTM A615. GR. 60 z
-MIN. SOIL BEARING CAPACITY SHALL BE 2500 psf 10 LLJ
ADDITIONAL NOTES 4~,SSl~yy ~ TALBERT&BRIGH HAMILTON ENGWEERWG
IGHT
-CONCRETE MIXING AND PLACEMENT SHALL BE IN ACCORDANCE WITH ACI-304 c Sm 1528 MT.ISLE HARBOR DRIVE
17907/ CHARLOTTE, NC 28214 ENGINEERING & PLANNING CONSULTANTS LTANn sffr. 93
CONCRETE SHALL BE CONSOLIDATED WITH ~ (704)391_2719 4944 PARKWAY PLAZA BOULEVARD SUITE 350 !M 350
THE USE Of MECHANICAL VIBRATION ~CHARL~OTTE,NORTH CAROLINA 28217 2821'7
- CONSTRUCTION METHODS SHALL COMPLY •~l~l I'~p` r`~~ PHONE: [phone] FAX: [phone] OF 140
WITH NCDOT STANDARD 838.45 /lilt 9 www.talbertandbri ht.cor»
- -

i
#7 @9" o.c.~ TOP
u5 @9" o. c. BOT.
HOOK TOP BARS INTO SIDE WALLS pS SHOWN IN CULVERT SECTION.
fTYP. EA. SIDE OF OPNG.)
C
zo-
8'-4„
14" 6~_~~~ ~q,~ ~t Q
#5 X12" Td8 #7 ~9" TOP VW
w
~ st8 C9" BOT. c>
- ~ INLET & CULVERT
• • • • • • • •
p.•N M c!' V'3
7
PERMITTED CONST. JT. NST. JT.
N J C o ~
~ Q Y •
4 ° N 'pZi
(TYP. )
0
•
(2) tt5 x 4'-0" DIAG~~ T&B.
~n o ~ t15 @12" E.F. 2" E.F. INNERMOST LAYERS
o, io o, 2„ 2•,
° CLR. ~ CLR. u8 @9" L F. TOP SLAB PLAN AT INLET
4 -
NOTE: NOTE:
TYP. SLAB REINFORCING NOT THIS DETAIL APPLIES TO 80TH
• • SHOWN FOR CLARITY. f]ELD CUT 5'x5' AND 6'x6' CUL4ERTS #5 LONGITUDINAL BARS AT OPNG.
(3) T&B. EA. SIDE
u5 X12° T&B #t8 ~9" TOP N 1~~p' x 4~~p' KEY OF DPNG. " KEY 90° HK. EE #3 TIES @6" o. c.
o ~
L J ~ ~ J U
WATERSTOP (TYP. AT All JOINTS) _l JOINTS) ~ ~
i i i i
oe i 'o~ _ ~ ~ I
12" MIN. 12~~ MIN. DE FOUNDATION fNCDOT #57 ORGANIC MAT t t ~ t~ WRAP FOUNDA ~ ON ALL SIDE ~ r~ ~ ~ OR EOUIVALE 6' x 6' CULVERT BARREL SECTION 2" MIN. DEPTH COMPRESSED GRANULAR o j j 0
OUNDATION CONDITIONING MATERIAL. i i
NCDOT #57 STONE OR EDUIVALENT. NO • ~ • RGANIC MATERIAL PERMITTED.) ~ ~
RAP FOUNDATION CONDITIONING MATERIAL = ~
N ALL SIDES WITH FILTER FABRIC fM]RAFI 140N ~ ~
R EQUIVALENT) 8" i~•p' Lo
CLR.
NOTE: SECT90N_0
BAR SPAC WG [S CENTER-TO-CENTER. TYP. 3~q" = 1'-0"
WATERSTOP
w
to
a~ t ~t
o o e ~n v o, o ~o ~o z
• Q~ Q . 1!
r
11/2' ` x 51"2 KEY #5: 36" LAP z 0
(PLACE IN CENTER OF WALL/SLAB)
J
NP. V' CULVERT TOP & BOTTOM ALLEWATERSTOPS SHALL BE SPECIFICATIONS: BOX CULVERTS PS SHALL BE VOLCLAY -MIN. CONCRETE COMPRESSIVE STRENGTH (f'c) = 5000psi p , J cn
107, OR EDU[VALENT.
SLAB TRANSVERSE CONST. JT. WATERSTOP-RX 107, OR E 3~4' = 1 ' -0 INSTALL PER MANUFACTUR WATERSTOP MANUFACTURER'S SPECIFICATIONS. -REINFORCING STEEL SHALL CONFORM TO ASTM A615. GR. 60 w g Z ~o ..J H
-MIN. SOIL BEARING CAPACITY SHALL BE 2500 psf w.. W< >
ADDITIONAL NOTES .j W J
CONCRETE MIXING AND PLACEMENT SHAH BE IN ACCORDANCE WITH ACI-304
eC X G~
- CONCRETE SHALL BE CONSOLIDATED WITH 0
THE USE OF MECHANICAL VIBRATION
- CONSTRUCTION METHODS SHALL COMPLY WITH NCDOT STANDARD 838.45 Woon Cl)
#5'.' 36 LAP ~ i~Z, X 3i/2„ KEY Q ~
h
(PLACE IN CENTER OF WALL/SLAB)
w
TYP. 6'x6' CULVERT WALL TRANSVERSE CONST. JT. Q z
3/41/ 1 -0 W
NOTE: FESS;o9~~q TALBERT&BRIGH HAMILTON ENGINEERING IGHT
POURS MAY BE PERFORMED IN 60'-0° (MAXIMUM) INCREMENTS PROVIDED STAY-FORMS ARE UTILIZED AT 30'-0° (MAXIMUM)
SPACING FROM THE LOCATION Of THE CONSTRUCTION JOINTS. SEAL - 1528 MT. ISLE HARBOR DRIVE
THE STAY-FORMS SHALL CONTAIN CONTINUOUS WATER STOPS, CONTINUOUS KEYWAYS, AND ALLOW FOR TYPICAL CULVERT 27 ~ ~ - CHARLOTTE, NC 28214 ENGINEERING & FLANKING CONSULTANTS ITANTS SHT. 92
REINFORCING PROJECTION. [phone] 4944 PARKWAY PLAZA BOULEVARD, SUITE 350 CHARLOTTE, NORTH CAROLINA 28217 3UrrE 350 28217
• PHONE: [phone] FAX: [phone] OF 140
3 'p 7 www.talbertandbright.com
- -

MAX. SLOPE
10" 2
CULVERT & HEADWALL
C 1
1 r 1=11X11
i { ~l I f-1 I I- ~ il1-~~I LEI
I i I i f I I 2•,
I 1 ~ 1 } I I I I CLR.
! I ~ f i I I ! I
f I ~ I #4 X12" o. c. E.f. ~ X12° o. c. VERT, E.F.
I I 7, ~ I I t u ~ ~ ~ 2 a 12° MIN. #57 GRANULAR
i l { I ~ II ~ 2° FILL. 2/3 HEIGHT OF WAIL
II II ~ II ~o CLR.
it II
II I II i I I 1 J #4 @12" o. c. DWLS N W
Il I II I I I I ~ Z 4 ~
II I II II II > ~
Il l II
! ! I ~J" PANS ON T. ~ a EX I J I I I I JT. 12°
MATERIAL N
I I ~ f I I I ( i I CONST. JT. WITH J
II ~ II I 1 I I 1~~p" x 3~~p' KEY M u5 X12" o. c.
N ~ ~ ~
o i ~ L 1
3`~ ~ 1 i
N
i GN7
1 ~ IL O 0 O i N
N _ ~
"
m i CLR. -~F 12" MIN. DEPTH COMPRESSED GRANULAR JLAR 'e rpR
FOUNDATION CONDITIONING MATERIAL.
~ tNCDOT u57 STONE OR EQUAL. NO ORGANIC MAIERIAI PERMITTED.) )RGANIG
A Q 12" VARIES
x.. r.. I
SECTI{~N 1

.o ~
i MAX. SLOPE
1'-2" 2
(2) +t5 CONT. 2 ~ ~ CLR. L
z
i ~ ~ NOTE: low
N -II~~~ SEE CULVERT SECTIONS
W i r,.. ~ i ~ \ i ~I II I=~~ FOR CULVERT REINFORCING DING
Q if i N
w
P ' r -Q..-- '---_Q---...4_..._ 9 9..---'fl---
i #5 @12" o. c. 0 •AIl~
1
~ _ I r u
11 G ~q 6 11 `-0~~4' -a----a----a----a--- a - -a ---zr-- z
L me
1
I NOTES.
W ~ HEAD ALL SHawl ~DWALL SHOWN IS TYP. FAR EACH END OF CULVERT. z
i 2 - WINGWALLS ARE dGWALLS dRE SYMMETRICAL ABOUT CULVERT
-
i
I ~ , 1
_--_--__~..._...~_.._.~I__..__ _ ,
I w
I
g ~t ~q EXPANSION JT, T• ~ 12" CONST. JT. J. JTe
i MATERIAL M z
"
i
i 0
Z
0 0 ~ o N r - - - - - - - - - - - - - - - - - - - - - -
i z <
i CONST-JT.
i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U)
D
i EXTEND WALL FOOTING REINF. BALI FTG. BEYOND 22" INTO CULVERT BASE.
i X
- - - - - - - - - - - - - - - - - - - - 12
04 SECTION _.r2 .e.,. ',,,or=
0 uu
<py ~WW
i 3" DIAM. DRAIN PIPE @8'-0°+/- (TYP.) PLACE 6" ABOVE FLOW LINE. al Z"
i PLACE WIRE MESH SCREEN OVER Lx x
i WEEPHOLES ON FILL FACE.
i U
CULVERT 8 HEAWALL
SPECIFICATIONS: HEADWALLS R HEADWALL FOOTINGS
W
- MIN. CONCRETE COMPRESSIVE STRENGTH (f'c) = 4000psi
- REINFORCING STEEL SHALL CONFORM TO ASTM A615. GR. 60 Z
J
HEADWALL ELEVATION~A - MAIN. SOIL BEARING CAPACITY SHALL BE 2500 psf W
1/211 1 1 _0 f/ ADDITIONAL NOTES ~~~~ESS~Ipyf/y~~ _ TALBERT&BRIGHr - CONCRETE MIXING AND PLACEMENT SHALL BE _ S~ 9<
HAMIITONENGINEERING IGHT
IN ACCORDANCE WITH ACI-304 ~ 1528 MT. ISLE HARBOR DRIVE
CHARLOTTE, NC 28214 ENGINEERING & PLANNING CONSULTANTS LTANTS sffr. 91
- CONCRETE SHALL BE CONSOLIDATED WITH {704} 381-2719 ¢944 PARKWAY PLAZA BOt7LEVARD,SUITE 350 NORnf CAROLINA 28217 UM 350
THE USE OF MECHANICAL VIBRATION PHOIVE:7O04~26-~ FAX: [phone]
- CONSTRUCTION METHODS SNAIL COMPLY , WITH NCDOT STANDARD 838.45 6-6080 OF 140
/Z d6 www.talbertandbright.com
- - - -

C
U
C? ~
7' -o„ O
12° g, _p„ 12„ w
5' -6 d
#5 X12" T8B #6 ~9" TOP
10" q~_p~~ gyp„
~ #7 ~9" BOT. v
#4 c12" T88
• • • • • • • #5 @9° TOP
i N ~ J U
c
PERMITTED CONST. JT. ~ ~ ~ ~ ~ a
N J ~e N Q 0
PERMITTED CONST. JT. N
~ Q ~ ~
q
(TYP.) Q nom'. #6 @9" BOT.
d 4" (TYP.) m E-+ H ~
044
sty ~9" I.F. a ~ a ~w I~ U A
a 0 0 ~ ~ #5 X16" E.F. O O J ~ ~ 2n 2~~
z 2 tALT. @8" AS SHOWNI ~
CLR. CLR. #7 ~9" I.F. CLR. CLR. st4 @16" E.F.
(ALT. CB" AS SHOWNI
M N #4 X12" T&B #6 ~9" TOP i i„ Z t p x 3 Z KEY IA
#7 C9" TOP
#5 @12" T&B 1 ~~p' x 3~~2' KEY J ~ V 109
J ~ V ° 12" MIN. 12" MIN. DEPTH COMPRESSED GRANULAR 0 96
FOUNDATION CONDITIONING MATERIAL.
WATERSTOP ITYP. AT ALL JOINTS) (NCDOT #57 STONE OR EQUAL. NO ORGANIC
MATERIAL PERMITTED.)
12" MIN. 12" MIN. DEPTH COMPRESSE FOUNDATION CONDITIONING ~ ~ WRAP FOUNDATION CONDITIONING MATERIAL i COMPRESSED GRANULAR " ON ALL SIDES WITH FILTER FABRIC (MIRAFI 140N J
dDITIONING MATERIAL. ~ O~ OR EQUIVALENTI
fNCDOT #57 STONE OR E~UI ORGANIC MATER [AL PERNfITT ~ ~C~~~~~j> WRAP FOUNDATION CONDITI0 ~ j ON ALL SIDES WITH FILTER lNE OR EQUIVALENT. NO
:AL PERMITTED.) )N CONDITIONING MATERIAL O
VITH FILTER FABRIC (M[RAFI 140N ww
~~(p~ OR EDUIVAIENT) 1
4' x 4' CULVERT BARREL SECTION Z
NOTE: NOTE: 3~4~ = 1'-0° L ac
BAR SPAC 5' x 5' CULVERT BARREL SECTION BAR SPACING IS CENTER-TO-CENTER. TYP. to W
IM
z
WATERSTOP
~ ~ • • Q . 'd ; W
s ~ .
I I
ti.d' x 5~~.," KFV #5: 36" LAP
(PLACE IN CENTER OF WALL/SLAB) tj
Z
TYP.G'XrJ' CULVERT TOP & BOTTOM A~LEWATERSTOPS SHALL BE - 101, SLAB TRANSVERSE CONST. JT. wNSTALLOPERXMANUfA~TUR 3/4" 1 1 _011 PS SHALL BE VOLCLAY 107. OR EQUIVALENT. 0 v7
MANUFACTURER'S SPECIFICATIONS. SPECIFICATIONS: BMX CULVERTS Z z
z 0 cn
- MIN. CONCRETE COMPRESSIVE STRENGTH ff'c) = 5000psi D
- REINFORCING STEEL SHALL CONFORM TO ASTM A615. GR. 60 ;a w
..J CJ fw
WATERSTOP WATERSTOP -MIN. SOIL BEARING CAPACITY SHALL BE 2500 psf r • j W N
ADDITIONAL NOTES LLJ F-
L . Z w
- CONCRETE MIXING AND PLACEMENT SHALL BE '7 46 IN ACCORDANCE WITH ACI-304 0 w
W
-CONCRETE SHALL BE CONSOLIDATED WITH
THE USE OF MECHANICAL VIBRATION "CL D
#5: 36" LAP 2' x 3~~z' KEY #4' 29 LAP -CONSTRUCTION METHODS SHALL COMPLY WITH NCDOT STANDARD 838.45 rirrw x
2' x 31/p' KEY (PLACE IN CENTER Of WALL/SLAB) (PLACE IN CENTER OF WALL/SLAB)
a<. coo
TYP. 4'x4' CULVERT TOP & BOl'1'4M
TYP. 5'x5' CULVERT WALL TRANSVERSE CONST. JT.
3/411 SLAB AND WALL TRANSVERSE CONST JT. LJ..~
3 /4/1 1 -0 Q z
NOTE: POURS MAY BE PERFORMED IN 60'-0" (MAXIMUM) " (MAXIMUM) INCREMENTS
PROVIDED STAY-FORMS ARE UTILIZED AT 30'-0" AT 30--0-- (MAXIMUM) TALBERT&BRIGH CONSTRUCTION JOINTS. :
SPACING FROM THE LOCATION Of THE CONSTRUCT THE STAY-FORMS SHALL CONTAIN CONTINUOUS WA JTINUOUS WATER STOPS. _ :ate SQL ter. _ HAMILTONENGINEERING IGHT
CONTINUOUS KEYWAYS. AND ALLOW FOR TYPICAL )R TYPICAL CULVERT = ° c 1528 MT.ISLE HARBOR DRIVE ENGINEERING & PLANNING CONSULTANTS ILTAN1 S ASH 1. 90
REINFORCING PROJECTION. 27907 CHARLOTTE, NC 28214 7 4944 PARKWAY PLAZA BOULEVARD, SUITE 350
(TYP. FOR 5'x5' AND 4'x4' CULVERTS) 1TS l (704)391- 2719 CHARLOTTE, NORTH CAROLINA 28217 SUITE 350 28217
PHONE: [phone] FAX: [phone] OF 140
3~S °'7 www.talbertandbright.com
-

0, ` I
t.f)
o z SECTION A-A FW- \
o~ d NO
G~ ~a Q NCDOT STD 840.31
x~ o z¢iv 0 TOP ELEV INLET STRUCTURE CAST-IN-PLACE Oft
ArpT1~fA L~Jar~+z PRECAST WITH
rmiZ-I=D ~Qy= Z y~~ ~ MODIFIED SIDEWA~L
z~,~ D y m GENERAL NOTES : H v~ o~
Z M o o ~ USE CLASS "A" CONCRETE . ~ _ ~ z w
tAF-~OJ SECTION B--B U)
~'~DD CHAMFER ALL EXPOSED CURNERS 1". zo~~ 0 z
_ o
M ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING STEEL ARE TO CENTERS OF BARS. a o yo w U
Z PLACE A STONE DRAIN CONSISTING OF ONE (1) CUBIC FOOT OF NUMBER 78M STONE CONTAINED ~ H2 ry- D x
z IN A POROUS FABRIC AT EACH WEEP HOLE. PLACE SUBDRAIN FINE AGGREGATE BENEATH, AROUND J I'~ W2 PROPOSED SLOPE V)
O AND OVER THE STONE DRAIN SO THE STONE DRAIN IS COMPLETELY COVERED BY A LAYER OF SUBDRAIN J H~ PRINCIPLE CONTROL WEIR z Q
FINE AGGREGATE AT LEAST ONE (1) FOOT THICK. WHERE THERE IS MORE THAN ONE WEEP HOLE IN A a PROPOSED U'
~ y WING WALL, PLACE A HORIZONTAL DRAIN OF SUBDRAIN FINE AGGREGATE AT LEAST ONE (1) FOOT SQUARE ~ GRADE ADJACENT 0
IN CROSS SECTION TO CONNECT ALL STONE DRAINS. PLACE A VERTICAL DRAIN OF SUBDRAIN FINE Z d' TO STRUCTURE - PROPOSED GROUND
z ~ AGGREGATE AT LEAST ONE (1) FOOT SQUARE IN CROSS SECTION AT EACH WEEP HOLE TO AN ELEVATION W m W
D ~ z OF TWO (2) FEET BELOW THE SURFACE OF THE EMBANKMENT. a W cep cn <t,
~D ~ LL ~ ~ H2 CULVERT/PIPE INLET INV. W w
~ M z ~ V ~ D z ~ Z~ r STRUCTURE INV. ELEV
2" MAX c- N po d- its
--I V W3 PROPOSED GRADE
SLOPE STRUCTURE 18° THICK CLASS 1 RIP fiAP p~pE giZE X Y N ~
. ~,m~ QW is INVERT TO DRAIN 0
owo~° z~~ n o Q p z 1"/FT 66" RCP 7'-1" 7'-1"
H ~ H O POURED INVERT 5'X5' RCBC 7'-1" 7'-6" d- C!? 0 m (n C3
D z PLAN V) E W s'xs° RcBC 5'-0„ s'-o~ W N W CL N
s n z W o
cRl~ ~~o
m z 0 W 2_ m Lij
mmo ,zaCo W ~ O nW F- ~ C~3 LWl V)
°°m ~a TOE OF SLOPE B Z CD LLJ
o v W ~ U3 0 0 Q W f--
~ F ~ Y CL 0- 0. 0 0
689.00 -
r Z r
A ~ 2 ~ ~ 4 A
SHEET 1 OF 1 SHEET 1 OF t
838.45 838.45 try 1`~ wi q 2.
BACKFILL• 687.00 - \ 36" 36„
COMPACT IN ACCORDANCE. 12' 687.00
WITH P-152 SPECIFICATION. 12» 1~ W3 W2 r
0
T 678.00 T / wsr
Do /6 Do /6 12' ~ l 3' \ / Q
(12" MIN.) (12" MIN.) -L 1 ~ ~
FORM OR BRICKS 2' ~
PIPE TO 4E ABANDONED - D (MIN)
#57 STONE ` 5 D No. 6 BARS ~ 12"C.C
pi COMPACTED TO 95% STANDARD EACH WAY BENT 92" ¦
(NO SEPARATE PAY ITEM) t ABOVE INLET TOP. 2 YEAR MAX EL 688.20
SEE ENLARGEMENT B 10 YEAR MAX EL. 689.88
2~ P-610 CONCRETE L W
oo i2 TR A S ~ _ RASH RACK ENLARGEMENT 100 YEAR MAX EL. 690.80
z
ABANDONED PIPE PLUG DETAIL SYSTEM H - H70-RISER 'ER
. , NDT TO SCALE _ Do/12 (6" MIN.)
TYPICAL RISER DETAIL NoT To S~^~E NOT TO SCAt£
NOTE: NO PAY ITEM. CONTRACTOR TO INCLUDE
p~~~, COST IN OTHER BID ITEMS.
#57 STONE
LOOSELY PLACED UNCOMPAGTED
BEDDING DETAIL (NO SEPARATE PAY ITEM)
NOT TO SCALE
~ 1 1
- 731.50 - 714.20 682.70 LU C~3
1 j, P-1 I
> Q
" U7
719.00 - 707.50 - 690.70- U)
Z =JON**
. 0 w
Q < LL
12° 12,.
24 to 688.20 - \ 24 24 12 _ 688.20 is" T 72s.so ~a~ T 7os.oo 15 3' \ 3' 675.00 .J co I T J co
3' LU I~m
10 NIN, (to u
12,• ` 12'"i 704.00- 30" e30" Y
LU 0 z ~S
716.00 679.00 T 24 24° \ 18° 183 8 T ~ 3'
o
\ 12 12,• / 692.02- W w
2 YEAR MAX EL. 730.36 2 YEAR MAX EL 710.09 2 YEAR MAX EL. 678.69 z
IMM Q
10 YEAR MAX EL. 731.15 10 YEAR MAX EL. 714.21 10 YEAR MAX EL 682.71
100 YEAR MAX EL. 731.99 100 YEAR MAX EL. 715.00 100 YEAR MAX EL. 683.93 V N
Lr) O
YEAR MAX EL. 716.64 2 YEAR MAX El. 705.49 2 YEAR MAX EL. 688.13 2 SYSTEM F - F10-RISER SYSTEM M - M06-RISER SYSTEM M - M02-RISER
SER w
10 YEAR MAX EL. 717.29 10 YEAR MAX EL. 706.35 10 YEAR MAX EL. 690.84 NOT TO SCALE NOT TO SCALE NOT TO SCALE <t z
100 YEAR MAX EL. 718.22 100 YEAR MAX EL. 707.88 100 YEAR MAX EL. 691.96
DRAINAGE ~
OPENINGS: 3 12°H X 24"w SYSTEM G - G10-RISER SYSTEM B - B04-RISER ER A~o~..~, -s R~<-TALBERT&BRIG~~~ LAL ~ ~ Z a SEAL 9 : y (jT--Tqr
NOT TO SCALE NOT TO SCALE
SYSTEM G - G16-RISER 1 as13 - 26421 - ENGIlVEERING&PLANNINGOONSULTA "6 = 4944 PARKWAY PLAZA HOUIEVARD, SUffE 350 4SULTANPM S HT.
NOT TO SCALE 89 S= 350
FNG~;~'~v~ ~ HDR Engineering, Inc. ~-y 'FNGINE~'•.~~` 6 .y''••...... (HAttLOTTE.NORTHCAROLINA 28217 A 28217
A. GE of the Carolinas ~CE PHONE: ?04.426,6070 FAX: [phone] '~~IIIIIgIN~NlL `~l1i ti~~w~ #26.608
2~ www.talbertandbright.com OF. 140
128 S Tryon Street, Suite 1400 ~ Charlotte, NC 28202 t - -
- - - -

f~
LO
Lj.j C?
<
Gl o
p z ~ 6f 91 Ti TUP & BQTT 1 ~ n .Z'
pm °cn r~~ H~ r n u u rr 1 O" ~ t'/) z'-~,,~rr 4 -s T5 @ 6 TaP ~ saTT~ ~ zrr ~ y..
~""4 F.,, • ~ ~ d 4 ~ . a-r Z ~ ~ ,1 Q ' X9 11~'~" I M ~ FILL FACE 2 Q
~~n o z ~v DH©~p Hip hr ~ or n ~ 1. t-- U Z BARS TN FILL FACE H L1w U
©'1'9 t/,? SLOPE AS INDICATEq ON PLANS W J ® ~ m ~ n ~ Q. z r ~ i I rr C~ . . m I TaP aF FaaTING V1 @ 9 _ n n rr rrVrr@ 1 `-10 rr W ..J Q H H Z ~ A V@ 11 Lt Z t/) z
H PLACE GROOVE Os o ~ _ U ~ SELL ENq OF PIPE / ~ Z; o C7 m TO FACE OF WALL / W ~ ~ i I @ WING WALE. s~ q r ~ -I ~ Zi °S U " ~ ~ ~ ~ ~ ~ I ~ f7 P/ 0 0
_ 't1 ~ r IM- U o v z ~ t~C C'3 _ _ I PIPE NaT M ill LL. M "t1 D r r tD 'Q Q Z ~J r r, SM~ItN rr a ~ V ~ 1 = Chi U C) V9 @ 1 r-srr 8r, 1 -6 Z T4 C~ U
(A o '4 a-~ Z.~C?~ S I--z ZW z t'""' CA h o .ri { Z H m iv N i~- Z F- H U d°' @ WING WALL r W LL' ~
C) ~ ~ o d ~ z ~ i i r CJ tl~ ~ ~ H ~ ~ Nh-W4J C7 Z ra ~ I~ ~ H ~qp ~ ~ C~//~ ~C V)
3> rh~' I rr tp , IOC ~ 3 Ni - T4 iv d
H 3 PIPE #4-BARS F"°; cno M wa 'y 7 _ ~ r ,r Q~ 1 I B-T H U
~ ~ ~ ~ z I I I 1 cn - ~ "C4 I rr r a C~ I rr T5 @ 6 rr Q Z 1 0 ~ $ r $ ' W rp,, 8 N2 r C1 0
.~1~__...___ -5 SPA. @ 11'r uNrr B -fl 01 ARS SECTION ~ AA s', r !f2 11~'~ IN BOTTOM OF FOOTING
BECTI H ~ BB a ~ d Ljj
~+ry w" ~ rr 12 ~tAN PLAN SEE STD. # 888 45 FaR GENERAL NOTES. V) Q
B FOOTING BILL OF INATERIAL FOR ENDWALL J
~ IF NST. JOINT IS USED DOWEL ~ { CO ) + rr REINF. STEEL. 1 PIPE s -a J W C~
~ rr n END E1.EYATION BAR - X to m BAR SIZE LENGTH N0. IM ~EI~lT ~
~ G M G t~ ~ ~ m oc ~ ~n Ca z o w ~ ~ m N , tt r ~ w ~ ~ Z z-G1 Bi #4 5 -G 4 15 ~
~ o w H W ~ oY ~ 2-V1 @ 9" FILL FACE t rr ~ B 62 #4 4 - 6 4 12 C~ n
RI to _ ""I o rx~~.s zN wr,rW s~x~~~ ~ z n H k..( cn ~ pp r btr n l71 Q - O 2 p
G? .J ~ 119s N~ o C I I SINGLE PIPE C PIPE gOUBLE PIPE ~ ~ ~ 1-Vi STR. FAQ W ~ f rr ,Z H~ #4 6 -a 10 4o H N ~ C3 C7
~ ~ ~r ~ rr rr rr n rr n rr rr n n n n rr rr '`L ~ ~ ~ ~ pIA. 15 i8 24 3O 36 42 4$ 15 18 24 34 36 42 48 {j. ~ ~ 2-82 r r? LO
,p ~ I ~ ~ ~ ~ I i n~rr nXu rr~rr rrXn n~tr nXrr nXn Y~` nXn nXrr nXn rrxn rr%n rrXn nXrr Q ` r ~ 'S•- r n ~ ~ ~ Srr DIA. #5 $ - ~ 1 10 41 CC ~ p DRAINS ~
~z J w p _ _ _ _ G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 ® Q„ V U~Z r ~ I r n ® W 6 ABOVE FL(~I LINE N2 #4 $ - 5 6 14 d. L, ~ w iv rr F-- 0 ~ V) U
M QTY. 2 2 1 2 2 2 2 3 r I 5 SPA. @ 11 FILL Q H o ~ I r_ rr FACE 2-V2, 2-V3, 2-V4 p: LL , '0 ~ 2 SPA. @ i 90~ sTR. CL N Q
H W ~T Q ~4. tL. 'v 1"""' v 2 3 S 4 a pOWEL G QTY. 2 2 3 3 4 4 5 2 5 H p FACE 2-Mi 1-H2 Q rr~ f ~
m L z g~ p TOTAL LBS. 9 9 14 i4 i9 fi5 65 i2 12 19 i9 23 77 82 Q W ~ ~ ' 6 t rr / It m Q 8 SPA. @ 1 -3 FILL M2 T1 #4 12 -8 6 51 Z ~ ® ~ d tD U 0 p W z ui
r ~ H ~ ~ OPTIONAL CONSTRUCTION JOINT W ~ ~ m ~ ~ ~-B1 2.N1 FACE $-M1, 1-H2 2 SPA. @ 1 -1O r rr CaNST. JT. V2 FILL FACE T4 #4 5 6 22 h- ~ ~ © p
c0 C~ o ~ H oa~NS~oas aNO coNCr+~r~ ava+rzn~s ~ o ~ =W ac M2 1-V2, 1-V3, 1-V4 ' 'r ~ W 7 r B T5 #4 2 -6 36 60 ~ ~ ~ H Lli z C) C) L.Li U)
o ~ ~ USSNG CONCRETE PIPE ~ ~ ~..r ~ ELEVaT~o~ ~ a O Z EI.E'VATION V1 #4 6'-3?? ~ 25 = ~ ~ I G? ~ a ~i V4 r n in 0 o Q w W
COiY~ON gIMENSION$ SINGLE PIP DOUBLE PIPE _I W ~ m q~yyr ~ g S ~ iir V2 #4 5 -1 6 20 H r ~ „ V4 .1 U} '11 ~ r rr 7 r rr t/) W w w w = Q D tL d U M
D H B G T S L YD NM L YD m o z C~ to ~ rr r-3rr it-$° 2r-$rr 21 rr 9 e 5'-6" 0.7 2r-2rr 7r-gn i.0 W ~ r.. o m ~i 3L`2 r rr Z OC
~ 15 3 ~a ~ Z tr r y r u r n n rr r rr r n r n 7 V4 #4 2 -9 6 ~ 1 W z2 8 -s M
~p~ i$ 3 -7 i -iO 3 -2 2~ 1O 6 -4 1.O 2.7 $ -i1 i .3 1~ 1 rt r rr r rr r n rr rr r rr r rr r rr a = iv iv - Z1 #5 4r-4" 4 18 ~0F1 ~ eJ" ~aAt A ~ ~ ~ ry7-dH V fi~,l 1 rl Z8 G O T4 22 #4 3 -1 U 4 10
24 4 -2 2 -i 4 -a 3 io s -0 1.5 3.5 ii -6 2.O rr 5'-Qr` 2r-6" 4'-7'r 41/'r rr 9r-2rr 2.3 4'-3rr ~$r-~n a ev H1 5,-5" 8-Nt 3-N2 #4 3r-~" 4 $
30 4 ~2 rr r rr r n r n n rr r n r o i6r-Orr 36 5 2 5 -6 4~ 1i~ 11 -0 3.4 5.O 4.5 MK. M2 8 -5 1r-in
u r-2rr 3r-1rr 6r-fin 51/" 1111" 12r-$r' 4.5 r n i$r-6n 6.O 42 6 a 2 5 -1 O 5 SPA. @ 11" rr rr rr rr rr rr
48" 6'-9r' $r-5'r 7r-2" $9~rr ii~n 14'-4" 6.0 21'-O° $,Q H BA N BARB Z B ARB WING ELEVATION
SHEET i SHEET 1 OF 3 ~ ~ *sEE SWEET 3 REINF. STEEL LBS. 409 i SHEET 1 aF 2 nHua nNrrr ~ rr~rr ~ DIMENSIONS ARE OUT Ta OUT. SMEET i OF 2 .
Vii. {A.C. CU. YC35 5.6 ¦
0
Q
J
<
~ z pm o rr r,
~ ~ r..i r rr 10 10 ~ ~ ~r_~~~rr 4 -9 T1 TOP & BOTT(~I 2-,rG+r H ,
C . H z ~ QC~,~ . . o N Z rr I rr 2 • 11 ~ rr ~ rr Q ~ ~ p ~ , 6 SPA. @ 11 2 F 2 d ~
~ o GENERAL NOTES. z ~ y H, o ~ ~,,,r aC U > ~ rr n ~ ILL FACE _ ~o z BARS IN ~I z ac C~ ' f ~ ~ I I i FILL FACE H , L'3 . ~ Q -I TOP OF FOOTING Q E„r
z = CHAMFER ALL CORNERS 1 OR HAVE A RADIUS OF 1 o _ ~ -~i 7> ~ I.t. J H Z ~ ~ V1 @ 1 -6 n a n "V"@ 1'-10" Z 1 ~ v@ 11 C? p z z
U ~ -d mC Z ZU~Um rr WQ -rt ~ rr « h- U C~ --I ~ io ~ @ WING WALL ~ z
z PLACE 2 #fi Y, BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42 oc c~ cn o H r ~ r n n 1'-6" eZu ~ H W
-v ° -n " " LE THAN ~ = z w z AND OVER WITH A MINIMUM OF 3 COVER AND A LENGTH OF fi SS . H,or" U~ LL,,U.wJ • H C~ ~ ~ @ WING WALL N W H ~ _ ~ r~ F* t~7 J
NTH. °CO'"''~ c~ ENDWALL LE G =~z o o~ r + ~ r C7 = Z; r ~ ~ rr ~ r"`r Q . m 12 p C7 ~ y , rr , t9 tr z
z , N A -i I~ > +t.. ~ ~ ~ I 5 , Z H A~,~ , / ~ , r n ~ ~ I 1 T4 cv i?
~ H CONSTRUCT BOTTOM SLAB WITH FORMS. ~ cn ~ o w V) U ~ ~ 6 -„T,r I I ~ H
z c~ „ rr T5 @ 6" ~ W ~ Z r , 7 ~ -5 SPA. @ ~i" $ $ L'~ e
DO NOT INTERPRET WALL THICKNESS T SHOWN FOR THE THICKNESS r 7 u nNn BARS IN BaTTaM 3r-Qr, ,r ~ SECTION - AA
ED IN MPUTING ENDWALL QUANTITIES. ACCEPTABLE BUT TS US CO 9, 2 -1Oii$ OF FIXATING BECTION - BB
E ONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM WHEN TH C PLAN SEE STO. c~wG. $ss.45 FOR GENERAL N TE . os
rrXr' D ELS IN THE BASE AS SHOWN ON PLANS r, OF THE PIPE PLACE BAR OW BILL OF MNTERIAL FOR EN~I.L
e"~ ELY N 12" CENTERS UNLESS OTHERWISE DIRECTED W SPACE BARS APPROXIMAT 0 r rr s -s REINF. STEEL ~ PIPE
C~ .~I ~ tl~ BY THE ENGINEER. ~ BAR SIZE LENGTH N0. ~I~1' ~ '~?~rn ~
Z m ~ h ~ C~ z p Z w y r rr 4 ~ 2-G1 $1 5 -6 CC ~ u Z #4 4 15 ,r ® W
~ ~ TTOM ~ T E NTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BO WHEN H CO r W~ ~ N ~ ~ r~ 2-Vi @ 9 FILL FACE r tr B 62 #4 4-6 4 12 ~ a, N ~ H r rr
® H ~ :s OF THE PTPE ,AND POUR THE BASF SEPARATELY LEAVE THE POUR ROUGH. _ o O z G1 #7 9 -2 2 37 ~ H f/~ i-Vi STR, FACE rr,,~~
~ tit ~ H 4~ o CC rr n r 1 ~ W d 7 Z ~ H1 #4 6 -4' 10 42 ~ ~ ~ z-62 H O ! r rr ~ , W
SE LASS B CONCRETE. 4 U C ~ ~ ~ ~ t1'1 1L ~ Ir oc r r ~ ~ H2 #4 4- 7 2 6~ W ~ ~ ~ 0
~o z n .mn~ _.,Wr,~ ~ H3 #4 2- 7 4 7 W 6 rr W r i C~ ~ ? W M 6 I i 8.. ~ DRAINS Ord ,.r ~ . ro . _ . ~ n- Z z
NOW JfL L 4 a t j 6 ABOVE 5 SPA @ 11" FILL. n t 95 - I -J U 41 Q; H L k~L . ,
rn > c mi Q ~ H m d Q, n. r~ro -011 , FLOW LINE 3111 o 0 L1 r rr FACE 2-V2 2-V3, 2-Va N2 #4 -5 6 14 2 SPA. @ 2-C STR. L O
-a r Q o 3 rn FACE 2-1-11 0 1-H3 1-4 o~ rr d V)
m Q W 'OD imm mi at -p q 2-141 3 SPA. @ V-3" FILL H3 z v t0 D FA < M ~ ~ CE 3-H1, 1-H2, 1-H3 - ] 2 SPA. @ V-10" r n <L
°7t W CONST. JT, 2-81 H3 V2 STR. FAGS T1 #4 13 -8 6 55 F- UJ ~ Z .J w
CO 0 W tr co B N2 142 1-V3 1-V4 r_ rr J ? r T4 #4 6 p 6 24 W C'3 C A H , y
or° Z CO o X11 Z ELEVATION V3 T5 #4 2-6"' 38 63 Z r Cl) G) va r H un C)
t~ J W Tr M "rl C'3 oC Vi #4 6 -3u 6 27 t/) ~ ~ •71 .J W Q cn
® m Z Z v Ul) -40) Z a H1 V2 #4 5r- 2r? 6 21 t3 LL D m O a rr Z ~r 3 1-1011 V3 #4 4 -1 6 16 UJ W a J Z `U N
r' 0 M L- J ~
m 0 Z2 31-4rr 7" im CU V4 #4 2r -11 " 6 12 rr " 1 O T4 Z t r Z1 #6 4 -6 6 41
611 3-N2 rr \ r r, " Z3 2 -8 3-N1 r ?r H1 5 -g 5 SPA. Z2 #5 3 -11 4 16
HZ 4#-0" - @ 11" Z3 #4 31-311 4 9 a. t/a o
HK H3 2`-arr
rr rr rr rr ? rr WING ELEVATION Ct „ Gl
SHEET 3 OF 3 SHEET 3 OF 3 SHEET 1 OF 2 H BARS N EARS rZ BARS REINF. STEEL LBs. 458 1 SHEET 1 OF 2 ~ F-! = w W
r 01 r 83833 rrNrrr "N", A "Z" BAR DIMENSIONS ARE OUT TO OUT. ¦ GflN.1R.G. G11. YDS 6.3 838,,33 0
H Q a-
N
o. O
w
Q
z
DRAINAGE °a''~,tNtnMr®~~Od t t t t U t ~ ,t r ~ w
®ri •m•rm••mm 4~ o ~i nrr& DT
\ / Y • ••e / TALB B GE • p EXX i LN1 IGHI
L ~z:4 • FOW1 SEAL r.
14613 w CNSULTA'l 4 26421 M a i . 4944 PARKWAY PLAZA BCCr?Ulf ARIA, S1UTI'E 350 'SULT.NTS SHT. 88
11 ion in n In G E . .P gee ng, c. IN ~ , NORTH C'~ARQLIl~IA 28217 SUM 350 28217
I•°NG ~v laDR of the Carolinas Asa q4 • • • D A G C PHONE: 709V426-6070 F 704426.6080 e v 1~ , k E . X6.6080
I~~llilWylBl~~®i~ • ~'r~?,tiiti~ttt>> m` OF 14t3
1 128 S Tryon Street, Suite 1400 1 Charlotte NC 28202 www.talbertandbright.com L
- -

,r D W T AS to 2 .0 ©r'1'I GENERAL NOTES d
H~ H ~ USE 4000 PSi MINIMUM COlAPRESSIVE STRENGTH CONCRETE. p. INTERNAL YIN, MIN, MIN. CIRCUMFERENTIAL h- d W Lr)
H ' ~ CONCENTRIC . DIAMETER WALL TOP/BOTTOM AREA OF STEEL GRADE RING ~ 2~-~„ Q
~ to C7 FABRICATE, ASSEMBLE AND DESIGN PRECAST MANWQLE GOMPQNENTS Z ~ V D H ? ~ ACCORDANCE WIT H M1 CONE SECTION a ° FT, THICKNESS SLAB THICKNESS PER VERTICAL FT, ~-+~C.~ -n ~ HAAS TO 99 ( ) ? r4l C)
4 -i t~ J ~ H ~ m Z = „ (IN.) {IN,) {SO, IN.) U 4 S ~ ~ ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12 C/? s., ~ „p.,+2,~~.
? C7 ~ ~ FROM THE TOP TO THE BOTTOM OF THE MANHOLE, W Q Z ~ ~-~A~m ~c~da= ECCENTRIC CONE
" Z T ONSTRUCT 4 4 6 0.12 ~ ~ ~ ~7 ? WHERE THE MANHOLE IS EXPOSED TO ROAD RAFFIC, C d H ADDI110NAL
_ Q THE 7OP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 5 5 8 0.15 _ ~ W ~ H OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. ~ H _.I • ? CJ i..i 6 8 8 0.18 ~ ~-,t-+ Jj4 REBAR
~ ~ ~ „ p
• _ LIMIT DEPTH OF FILL TO 30 -0 FROM FINISH GRADE TO TOP OF ? N t>r ~ z , H A BOTTOM SLAB. , , LOCATE WALL REINFORCEMENT ~
O ' THE MIN. SLAB THICKNESS T IS THE DIMENSION OF THE , rr W ~ IN MIDDLE THIRD OF WALL '~T~~ _ ~'8 U)
THINNEST PORTION OF THE TOP/BOTTOM SLAB. ALTERNATE CONE SECTION ~ ~ GRADE RING ? Z O Z
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS o o. MiN. AREA OF STEEL 12„ '1 " MIN CLR. to 0
A DISTINGUISHABLE TOP AND BOTTOM. '.p IS 0,07 i.n.~ ~ ECCENTRIC GONE ~ USE MIN. AREA OF STEEL IN TOP LL' ~
'D" + 2 'W' m SLAB OF #4'S ~ 8° CTS. EACH WAY/EACH FACE ry
8 MAX, SPACING „ ADDITIONAL {jl 1 MIN. #4 REBAR a. OF CIRGUM. R/F (1) z
LOCi4TE WALL REINFORCEMENT GLR° IN MIDDLE THIRD OF WALL o srEP s-~n. FLAT TOP SLAB N0. 840.66 0
•.a. o A. A . M ~ .a.. ~ nr+ FRAME AND GRATES STD. N0. C)
i .%6t r Y. ~r Z n 1 MIN. USE MIN. AREA OF STEEL IN TOP 91 1RAFFIC BEARING 840.37 0
~ T a CLR , , n a SLAB OF #4 S ~ $ CTS. STEP STD.
t-~ * ~ Z EACl~IVAY/EACH FACE . NO, 840.86 (!1 2 W
_ = T P LAB Q ~ As ~ FLAT 0 S ~ N p CIRCUMFERENTIAL •"'O ADDITIONAL ~4 EACH SIDE OF OPENING (1° Q W
{ ~ a REINFORCE ~ 1" ~ nnn GRATES sTa. N0. MENT) Q ~y CLEAR OF BOTTOM FACE) W
m ~ 7RA~'~IC BEARING 840.37 a ~ ADDITIONAL #4 EACH LONGITUDINAL t2!
~ CJ SIDE OF OPENING 1" NGNrRAfFIC BFJWING: 34o.2z ADDITIONAL #4 EACH ~ { „ REINFORCEMENT (MIN. ? RISER to
~ 34a.za SIDE OF OPENING (1 As = 0.12 N.~ . CLEAR OF BOTTOM FACE RISER I IFT.) AC . ~ PLACE BARS DTAGQN;4L 34o•z0 CLEAR OF BOTTOM FACE) o „ '
~ © 340.za 4 ? ~ TO CORNERS TYP, ~ ~ ( ) 840.33 ~
~ Q i, ,r ~ W D W ~ r , J N 0 0
i ~ ~ ~ ~ H ~ / \ / 1 ..W.. „p.~ W., O
~ ~ ~ FRAME & GRATE , ~ ~ ~ a N ~ ~ 4 Z N SEE STANDA FOR MANHOL RING AND CO EE STANDARD 840.84 N ¢
m ~ , SEE STD. 840,5 = ~ Z i ~ i ` ` FOR MANHOLE ~ ~ ~ _ _ _ BASE H Q) i _ ~ ~ ~ RING AND COVER ~ DR MANHOLE
~ i ~ ~ W - ~ r ~ a :3T4RN1 DFWM ~ . °STORM DRAI BASE ~ CAST WTO C J7~'( ING AND COVER Q w ~ ~ w 31TORM DRAIN" c- N
~ ~ ~ i i ~ i ~ ~ ~ r ~ ~ a~ ~~i ac C"3 C~ ~ _ _ _ _ _ _ ~ i ~ zz CAgi' INTO ~'~OVER Z Q ~ 1r~-~~-~-7 l ~ k C-~t,l .-U AST INTO COVER
H ~ _ _ ~ i ~ ~ REINFORCED GONG. _ _ _ _ _ _ i ~ ~ ~ s ~ ,n• '.o.. ;a• . FTC. (SEE STD. ~ t ~ 5 y ~ :d' ,o•':~• .o''.a' 0' .P a•' 1525.01 IF ~ Wz 0 m©y
I I • ~ 1 ~_____-1 \ _ _ L._____1 ~ REQUIRED Q
- - - - USE MIN. AREA OF STEEL ~ ) ~ , ~ i IN BASE SLAB QF cn r) v) W W V) e • v Z w
~ ~ ~ 0.12 in2 PER LINEAR . ~ _ _ _ _ _ i W ~ I~'I ~ ` ~ . F(~T EACH WAY / W 0 /
~ / ~ ~ ~ J a ~
TvPICAL MANHOLE SECTION 0 o
SHEET 1 OF 1 SHEET 1 QF 1
CRATED INLET OPTION INANHOLE OPTION r ¦
F `t J N
l~aG~}C a_ `r^~ ` 'i FILL AREA TO
r t C 'fiIPE INVERT WITH 3,_~..
VARIES ^~i~`~`-}``%~,~ CARE ULLY P ACE MANHOLE OPTION _ r t: , , Nor ro scn~
VARIES WITH C.~~~ ,~'=J~(~'~r~ IN3 ARIPARAP ~0 .
CONCRETE GRATE COVER CRETE ` r~ J ~ ~ ~ ~ P72EVENT DAMAG a- AWL
BASE oUTUN~ r f,-'1, E OUTLINE ~~;'\C~'~ i ~?r TO SUMP~~`1J ` 0
DEEPENED INLET BOX DRAINAGE STRUCTURE SUBMITTALS (APPLIES TO DRAINAGE DETAILS SHEETS 1 THR ONLY ON STRUCTURES
5 1 THROUGH 3). 0
INDICATED 1. THE CONTRACTOR SHALL SUBMIT DETAILED SUBMITTALS FOR ALL DRAINAGE STRUCTURES. "
I- 12" THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE REQUIRED STRUCTURE CTURES. Q CTURE
DIMENSIONS FOR EACH STRUCTURE TO ACCOMMODATE THE PROPOSED AND FUTURE ZE ® Q
o ~ ~ ~ I I PIPE/BOX CULVERT SIZES ENTERING AND LEAVING EACH STRUCTURE DEPICTED ON THE J THE
o c~ PLANS FOR THE BASE BiD AND ALTERNATE BID ITEMS AND SHALL INCLUDE THE COSTS "OSTS 0
~ ~ ~ ~ ~ W w ~ - - - - - - - - - - - - - - FOR THESE STRUCTURES IN TH[ BASE BID AND ALTERNATE BID PROPOSAL ITEMS OF OF
~ o ~ o ~ ~ WORK. THE ENGINEER'S REVIEW OF SUBMITTALS WILL BE FOR GENERAL CONFORMANCE a ONCE
~ ~ ~ MANHOLE SECTION (DEEPENED SUMP) DIMENSIONS OR GEOMETRY. TS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR CHECKING ECKING
~ ~ ~ ~ NOT TO SCALE Z
2. FOR CIRCULAR PRECAST CONCRETE STRUCTURES COMPLYING WITH ASTM L ad
FRAME AND GRATE: GENERAL NOTES: C-478~AASHTOM-199, SUBMIT GEOMETRIC DIAGRAMS FOR EACH STRUCTURE DEPICTING CTING W
EAST JORDAN V-5660 BASE, RISER, TOP SLAB, CONE, TRANSITION SLAB, DEEPENED SUMP, STEPS, PIPE OPENING OPENING
OR APPROVED E4UAL r 9 3 x 3 CONC. APRON FOR AREAS t. USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. SIZES, ORIENTATIONS, INVERTS, PIPE AND STRUCTURE JOINT DETAILS, WALL AND SLAB SLAB Z
UTSIDE OF PAVEMENT 3 000 PSI 0 , 2. FABRICATE, ASSEMBLE, AND DESIGN PRECAST MANHOLE COMPONENTS THICKNESS. SUBMIT NOTARIZED CERTIFICATES OF COMPLIANCE ATTESTING TO COMPLIANCE IN ACCORDANCE WITH AASHTO M799. WITH THE CONTRACT DOCUMENTS RELATED TO ASTM/AASHTO SPECIFICATIONS, NCDOT PLIANCE
#4012 a CONCRETE APRON OUTLINE :DOT
pE s~.o . 3. ASSEMBLE RISER AND GRADE RINGS WITH STEPS SPACED 12" STANDARDS AND/OR APPROPRIATE EARTH, HYDROSTATIC AND LIVE (HS-20) LOADS, AS FROM TtiE TOP To TtiE BOTTOM of THE MaNHOLE. APPLICABLE TO EACH STRUCTURE. JS, AS
e... CN ~ > >~C PLAN AT GRATE/G~VER 4. CONSTRUCT THE TOP OF THE MANHOLE FLUSH WITH THE GROUND
Ar.,. a 5. THE MIN. SLAB THICKNESS "T" IS 1NE DIMENSION OF THE 3. FOR PRECAST CONCRETE ENDWALL AND HEADWALL STRUCTURES, SUBMIT GEOMETRIC RIC
" ~ FRAME AND GRATE; 6 rr~iNNESr PoRnoN of rriE ToP/BOTroM s ae. DIAGRAMS DEPICTINCr ALL CONCRETE DIMENSIONS AND DETAILS OF REINFORCING. SUBMIT SUBMIT
. ~ . • k; EAST JORDAN V-5660 6. THE MANHOLE, FFtaME, AND LID SHALL HAVE AN H-20 LOADING NOTARIZED CERTIFICATES OF COMPLIANCE ATTESTING TO COMPLIANCE WITH THE
~ s .'4~ . ' . ~g..~ OR APPROVED EQUAL > e --PRECAST STRUCTURE 3 x 3 CONC. APRON FOR AREAS _qs CAPACITY WITH THE RIP RAP FILL IN THE DEEPENED SUMP. THE CONTRACT DOCUMENTS RELATE[ TO ASTM/AASHTO SPECIFICATIONS, NCDOT STANDARDS DARDS
~~...e< 4~e:. CAPABLE OF SUPPORTING OUTSIDE OF PAVEMENT 3 000 PSI PSI) MANHOLE SUBMITTAL SHALL INCLUDE DESIGN CALCULATIONS AND/OR APPROPRIATE EARTH, HYDROSTATIC AND LIVE (HS-20) LOADS, AS APPLICABLE SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER. TO EACH STRUCTURE. ICABLE
H-20 LOADINGS WITH THE ~ ' ~ ~ 3 . N0. 840.66 ; , •
. a RIP RAP FILL IN THE DEEPENED ~ y p~. E 7. * TOP MAT OF REINFORCEMENT MAY 8E NEGLECTED IF TOP SLAB Hns a DisnNGUisHne~ TOP nNO BoTronn. 4. FOR CAST-IN-PLACE S7RUCTUf2ES CONFORMING TO NCDOT STANDARD DRAWINGS, SUBMIT
g SUMP. THE CONTRACTOR SHALL ' e,. • CN .p e...~ min ..e SUBMIT SHOP DRAWINGS FOR ~ . , d;. ~ . BASIC GEOMETRIC DIAGRAMS FOR EACH STRUCTURE AND INDICATE THE TABULAR VALUES SUBMIT VALUES
.e... .•~.•a. a, , . REVIEW AND AP L 8. SUPPLYING AND INSTALLATION OF CLASS i RIP RAP SHALL BE INCIDENTAL APPLICABLE TO THE STRUCTURE. IN THE CASE OF MANHOLE AND INLET STRUCTURES, RES,
- n 6` . 12 Q. 7o n~E nronNHO~E w~ni DEEPENED SUMP irErn of woRK. PROVIDE ALL STRUCTURE SPECIFIC GEOMETRIC DATA AS PER NOTE "2" ABOVE.
...g 4. a. d a.
A A Wp A d' 'd r. • A PRE PRECAST STRUCTURE 0. run C:HSI-IN-YLAGt JIKUGIUKtJ THAI UU NO[ ENTIRELY CONFORM TO NCDOT
r KD . d At CAF M. M I 4 CAPABLE OF SUPPORTING STANDARD DRAWINGS, SUBMIT FULLY DEVELOPED ENGINEERING DRAWINGS CONCRETE TE
W STEP STD. H " (Y m! NO. 840,66 H-20 LOAD. THE DIMENSIONS, REINFORCING STEEL, EMBEDDED ITEMS, JOINTING, MATERIAL SPECIFICATIONS, NTIONS, •C
COIF `a'd d CONTRACTOR SHALL SUBMIT ETC. PROVIDE STRUCTURAL CALCULATIONS COVERING APPLICABLE EARTH, HYDROSTATIC yTATIC V)
8 SHC .a k w.. SHOP DRAWINGS FOR REVIEW AND LIVE (HS-20) LOADS. ALL SUBMITTALS AND COMPUTATIONS SHALL BE PREPARED ABED Z
a . `A min ANC .r d d l,d d • AND APPROVAL AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA.
DD Q <
4• d d, 6. STRUCTURES G08, H08, K01, K02 AND K04 SHALL BE CAST-IN-PLACE STRUCTURES WITH ?ES WITH 0 V)
9• A MINIMUM INSIDE PLAN DIMENSION OF 6 FEET X 6 FEET. RISERS MAY BE PRECAST ST W
•4 REINFORCED CONCRETE. SUBMIT DETAILED SUBMITTALS AND COMPUTATIONS AS PER NOTE R NOTE •j Z r"
OUTLET PIPE GROUT FROM w a . a "5" ABOVE.
INVERT TO INVERT cr- 7. THE PERMANENT STORMWATER OUTLET CONTROL RISERS MAY BE PRECAST REINFORCED )RCED LLB
• r t j1....10~ %~~i ~~J S lw? Y •''d A,d r• CONCRETE OR CAST-IN-PLACE.. DETAILED SUBMITTALS AND COMPUTATIONS SHALL BE _ Z BE (
may,, ,y~ "pt d •d d 1 SUBMITTED, REGARDLESS OF THE TYPE OF CONSTRUCTION CHOSEN, IN ACCORDANCE WITH, CE WITH v v
NOTE "5" ABOVE.
r'
Z, p. 8. SUBMIT MANUFACTURER'S PRODUCT DATA SHEETS AND NOTARIZED CERTIFICATES OF COMPLIANCE FOR ALL FRAMES, GRATES AND COVERS. THE SUBMITTALS MUST BEAR THE OF W w
"i' V ~•,•s f! ~~•.u•Cry ,y„ry 4 ~ 1 ~.d4 . kR THE z
OUTLET OUTLET PIPE MANUFACTURER'S NAME AND ADDRESS, AND INDICATE THE LOCATION OF MANUFACTURE. SUPPLIER INFORMATION WILL NOT BE SUFFICIENT. ATTENTION IS CALLED TO THE "BUY CTURE. `t
AMERICAN ACT" PROVISIONS OF THIS CONTRACT. 'BUY cw
9. ALL CERTIFICATES OF COMPLIANCE MUST SPECIFICALLY NAME THIS PROJECT AND THE THE CL 0
KEY TYP. !w r'. CONCRETE SHALL BE 4 000 PSI SPECIFIC ASTM, AASHTO, NCDOT AND PROJECT SPECIFICATIONS APPLICABLE TO THE HE z
ALL SIDES ' MAX. AGGREGATE SIZE 3/4 " COVERED ITEM.
KEY TYP. CONCRETE SHALL BE -)HALL BE 4,000 PSI
FILL AREA TO PIPE INVERT WITH CLASS I ALL SIDES .MAX. AGGREGATE SIB RIP RAP. CAREFULLY PLACE INITIAL SECTION EGATE SIZE 3/4") DRAINAGE w
LAYER OF RIP RAP TO PREVENT DAMAGE a~aw...r.nq
TO SUMP. SUPPLYING AND INSTALLATION
OF CLASS I RIP RAP SHALL BE INCIDENTAL ESS; oTALBERT%^,XBxuur aGHJ.
TO THE DROP INLET WITH DEEPENED SUMP ~L SEAL
ITEM OF WORK NOT TO SCALE - fasts - 26421 - ENGINEERIING & P[.ANNING CONSt1I.TA ° 4SUTA TS SMT.
r ~ 4 v'•. t, 4944 PARKWAY PLAZA BOULEVARD, S= 35 y Iva 1, S=350
DROP INLET (DEEPENED SUMr) DETAIL ,•..R~E~r•:' HDREngineering, Mc. ,p'••!~`GINEF:• ~ CHARL(7I'I',NORTHCAROIlNA2821? ,~<v0r A 1 "'P0 A. 6E .s ~ of the Carolinas ' ~ A E . PHONE: 704.426,6070 FAX: 704-426-M A 28217
NOT TO SCALE •h•••4uU.P•y,4 ,u „ 126.M
128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202 ~1~~J www.talbertandbright.com of 140
-

CONSTRUCTION SEQUENCE AREA TWO: MIDDLE AREA, INCLUDI ROAD TO DIXIE RIVER ROAD.
INCLUDING PROPOSED CROSS-CONNECTOR TAXIWAYS, AND RELOCATED WALLACE NEEL ROAD FROM WALKERS FERRY e. CONSTRUCT SEDIMENT TRAP N0. 13A, 13B, AND 14A ONCE GRADING OPERATION ERATION ON NORTH
)AD. END OF RUNWAY REACHES ELEVATION 690. w cn
THE CONSTRUCTION SEQUENCE IS AS FOLLOWS: OBJECTIVE: OPEN REMAINING ARE 1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES ANQ DEVICES NECESSARY TO COMPLY WITH RUNWAY AND TAXIWAY SOUTH OF f. ONCE RUNWAY AND TAXIWAY AREA HAS BEEN GRADED TO ALLOW DRAINAGE BOT DING AREA OF SOUTH BORROW AREA, GRADING OF WALIACE NEEL ROAD SOUTH OF WALKERS FERRY ROAD, GRADING OF WEST AND EAST DIRECTION, INSTALL TEMPORARY SLOPE DRAINS, CONTINUING TO IAGE BOTH IN THE
SOUTH OF WALKERS FERRY ROAD, GRADING OF BOTH CROSS-CONNECTOR TAXIWAYS, AND CLOSURE OF EXISTING WALLACE THE LENGTH OF THE SLOPE DRAIN AS THE FILL HEIGHT INCREASES. PROVIDE ME ,NNIE -PRICE ROAD AND EXISTING OLD DOWD ROAD AS DESCRIBED ON THE DETOUR PLANS AND ON PLAN SHEETS 4 AND THE OUTLET TO THE SLOPE DRAINS TO PREVENT EXCESSIVE DIVERSION DITCH ER LOCATED OLD DOWD ROAD AROUND NORTHERN END OF THE PROJECT AREA TO WALKERS FERRY ROAD BY OTHERS. g. REMOVE SEDIMENT AND EROSION CONTROL DEVICES FROM PHASE 1, ONCE GRADI OPERATION HAS REDIRECTED FLOW AWAY FROM THESE DEVICES, AND AS APPR~V WING TO INCREASE 0 )VIDE MEASURES AT
THE STANDARDS AND SPEGFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES NEEL ROAD BETWEEN NANNIE PRI (JUNE 2006 VERSION) AND APPLICABLE STATE AND LOCAL LAWS AND ORDINANCES, AND PREVENT STANDING WATER WITHIN 5. CONSTRUCTION OF RELOCATED DITCH EROSION.
~E GRADING
PROJECT LIMITS. a APPROVED BY
STEP 1 -PHASE ONE - CLEAR 2. INSTALL CONSTRUCTION ENTRANCES AND ACCESS ROADS IN LOCATIONS SHOWN, IN ACCORDANCE WITH STATE STANDARDS AND WITH IE -CLEARING AND GRUBBING OF RUNWAY AND TAXIWAY AREA THE INSPECTOR. DEVICES INCLUDED IN THIS TASK INCLUDE SEDIMENT BASIN N0. kSIN NO. 5A, AND
16, AND SEDIMENT TRAP N0. 13, 14, 20 - 22. MITS OF CONSTRUCTION. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL INGRESS AND EGRESS POINTS OFF OF h. INSTALL REMAINING PERMANENT DRAINAGE PIPES, INLETS, SLOPE DRAINS, AND D ROADWAYS. STRUCTURES APPROPRIATE TO THE GRADING OPERATION. ONCE GRADING PERMITS
MINIMAL DISTURBANCE TO SURROUNDING VEGETATION AND TREES. CONTRACTOR SHALL RECEIVE PRIOR APPROVAL FROM ENGINEER a. ESTABLISH LIMITS OF BEFORE TREE REMOVAL FOR ACCESS ROAD CONSTRUCTION. AFTER CONSTRUCTION, CONTRACTOR SHALL REMOVE ALL REMNANTS OF OPEN PUBLIC ROADWA THE ACCESS ROADS AND RETURN AREA TO AS GOOD AS OR BETTER CONDITION. b. CONSTRUCT ACCESS R TO ALLOW FOR INSTA 3. ALL DITCH LINES DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR. ON ALL NEW OR UNDISTURBED, EXISTING FLOW FROM UNPAVED DITCHES WITH A GRADE GREATER THAN 2%, AND IN OTHER AREAS AS DIRECTED BY THE INSPECTOR. INSTALL A c. INSTALL OTHER ANCIIL AND DRAINAGE f PERMITS V)
ACCESS ROUTES AND TEMPORARY EROSION CONTROL MEASURES FOR CLEARING AND CONSTRUCTION OF ACCESS ROUTES OVERLAND FLOW TO PROPOSED PERMANENT DRAINAGE INLETS AND SLOPE DRAI )R INSTALLATION OF INITIAL SEDIMENT COLLECTION FACILITIES, AND CLEAN-WATER DIVERSION DITCHES TO DIRECT CONTRACTOR WILL INSTALL INLET PROTECTION. 'E DRAINS, THE Q
Fn o
W FROM AROUND THE CONSTRUCTION OF PROPOSED PIPE CULVERT "K", "G", AND "H". i. MAINTAIN TEMPORARY SLOPE DRAINS UNTIL PERMANENT VEGETATION HAS DEVEL .R ANCILLARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT RUNOFF DURING CLEARING/GRUBBING OPERATION AS THE FILL SLOPES. S DEVELOPED ON
cr ~
TEMPORARY DITCH LINER OF FIBERGLASS ROVING ON THE DITCH BOTTOM AND SIDE SLOPES. THIS TEMPORARY DITCH LINER WILL SHOWN OR AS DIRECT NOT BE MEASURED SEPARATELY FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. d. INSTALL SEDIMENT BA 4. PROVIDE SILT FENCE ADJACENT TO DITCHES AND AT THE TOE OF FILL SLOPES, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. ON PLAN SHEET 8A A ALSO, PROVIDE ADEQUATE MEASURES IN AREAS WHERE NATURAL VEGETATION DOES NOT PROVIDE A SUFFICIENT BUFFER AND AS THAT WILL BE USED F DIRECTED BY THE ENGINEER. WHERE SILT FENCE AND TREE PROTECTION CONFLICT, STOP SILT FENCE AT -TREE PROTECTION. RACK ASSEMBLY) SHA THE FOOTPRINT OF TH 5. PROVIDE INLET SEDIMENT FILTER AT ALL NEW STORM INLETS. INLET PROTECTION MAY BE REQUIRED AT EXISTING INLETS IN THE PROHIBIT SEDIMENT-L EVENT SEDIMENT WILL RUN DOWNSTREAM TO AN EXISTING INLET. INLET PROTECTION SHALL CONSIST OF "BLOCK AND GRAVES INLET e. CLEAR AND GRUB ARE S DIRECTED BY THE ENGINEER. j. ESTABLISH SACRIFICIAL FILL MATERIAL, MINIMUM OF 3 FEET IN THICKNESS, ALON MENT BASIN NO. 3A, 4A, AND 4B (6N ACCORDANCE WITH SEQUENCE AND INCLUDING ADDITIONAL MEASURES AS SHOWN SLOPES CREATED BY OLD DOWD ROAD RELOCATION, AND THE RUNWAY SAFETY A >S, ALONG FILL
SAFETY AREA, FOR
.ET 8A AND SB), INCLUDING THE INSTALLATION OF THE DOWNSTREAM PORTION OF SYSTEM K, G, AND H CROSS PIPES THE AREA WITHIN THE PONDING OF SEDIMENT BASIN NO. 16A. AS RUNWAY SAFE USED FOR THE BASIN'S RISER AND BARREL. RETROFIT OF THE PROPOSED INLET FOR USE AS A RISER (WITH TRASH FILL IS INSTALLED, SACRIFICIAL FILL MATERIAL WILL BE REMOVED, ALONG WITH M BLY SHALL BE NECESSARY. CONSTF2UCTION OF THE PROPOSED CROSS PIPE SYSTEMS TO A POINT JUST UPSTREAM OF OPERATION OF SEDIMENT BASIN N0. 16A. 'AY SAFETY AREA 0 WITH MUCKING
r~
~ k. ESTABLISH PERMANENT VEGETATION ON FILL SLOPES AS EACH 70-20 VERTICAL NT OF THE BASIN OPERATION WILL BE REQUIRED AT THIS TIME (BULKHEADING THE UPSTREAM END OF THE PIPE TO SLOPE IS CONSTRUCTED. ERTICAL FEET OF °
>IMENT-LADEN WATER FROM ENTERING PIPE). I. ADJUST SKIMMER ON MANHOLE B02 (SEDIMENT BAS(N NO. 16A) AS FILL OPERATI DRUB AREA DRAINING TO SEDIMENT BASIN NO. 3A, 4A, AND 4B. INCREASES GROUND ELEVATIONS. PROVIDE FOR OVERFLOW DIVERSION TO INLETS 3RU6 AREA DRAINING TO SEDIMENT BASIN N0. 3A, 4A, AND 4B. (ST-13A), AND B02-04 (ST-14A) AS SOON AS POSSIBLE. OPERATION cwn
INLETS B02--02 w
PROTECTION" IN ACCORDANCE WITH THE DRAWING DETAILS. INLET PROTECTION SHALL BE INSTALLED ONCE GRADING IS NEAR f. CLEAR AND GRUB ARE COMPLE110N. UNTIL THEN, INLET STRUCTURES WILL BE KEPT AT LEAST 2 FEET HIGHER THAN SURROUNDING GROUND. g. CLEAR AND GRUB ARE DRUB AREA DRAINING TO SEDIMENT BASINS, MAINTAINING 20 FEET OF BUFFER FROM EXISTING WALKERS FERRY ROAD. m. CONSTRUCT FINAL PERIMETER DIVERSION DITCHES AND ESTABLISH PERMANENT G 2EMAINING LEPIGTH OF PROPOSED "K°, "G", AND "H" CROSS PIPES UNDER RELOCATED ROAD AND RUNWAY/TAXIWAY COVER AND STABILIZATION MEASURES. w ANENT GROUND
h. CONSTRUCT REMAINING
6. PROVIDE TEMPORARY ROCK SILT CHECK DAMS AT EACH STORM OUTFACE DITCH, AS SHOWN ON THE PLANS, AND AS DIRECTED BY AREA. PROHIBIT SEDIM THE ENGINEER. i. INSTALL SEDIMENT TR j. CLEAR AND GRUB ARE 31T SEDIMENT-LADEN RUNOFF FROM ENTERING PROPOSED PIPES. n. PROVIDE TEMPORARY GROUND COVER OVER REMAINING AREAS UPON COMPLETION d- to MPLETION OF N c+')
MENT TRAPS N0. 26, AND ROCK DAMS N0. 14 AND 15. GRADING OPERATION.
DRUB AREA DRAINING TO ABOVE MENTIONED SEDIMENT COLLECTION FACILITIES. o. ONCE TRIBUTARY AREA TO SEDIMENT BASIN N0. 5A IS STABILIZED, THE AREA O T PROTECTION FOR "K", "G", AND "H" CROSS PIPES. SEDIMENT BASIN SHALL BE REDUCED FILLING IN FROM THE OUTSIDE, MAINTAINING AREA OF THE
7. STOCK PILING OF EXCAVATED SOIL WITHIN THE PROJECT AREA SHALL BE PROHIBITED EXCEPT IN AREAS IDENTIFIED ON THE k. INSTALL INLET PROTE DRAWINGS, UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. ,INTAINING THE 0 c~a
STEP 1 -PHASE TWO - GRADI 8. WHEN CONTRACTORS EQUIPMENT IS REQUIRED TO CROSS A PUBLIC ROADWAY OPEN TO TRAFFIC, THE CONTRACTOR WILL INSTALL RISER, BARREL AND DISCHARGE STRUCTURE. RISER AND BARREL WILL NOT BE R 10-GRADING AND PILL PLACEMENT UNLESS INSPECTOR HAS APPROVED THE FINAL GRADING OPERATION CAN BE PER ONE CONTINUOUS OPERATION, WITHOUT RISK TO SEDIMENT LOSS FROM THE SITE OT BE REMOVED 0 J BE PERFORMED IN
FH E SITE V) 0 Z V) 0
CONSTRUCTION ENTRANCES ON EACH SIDE OF THE PUBLIC ROADWAY CROSSING, IN ACCORDANCE WITH THE DRAWING DETAILS. a. BREACH EXISTING DAM TING DAMS IN THIS AREA, AND CONSTRUCT SEDIMENT BASIN N0. 7. < w N Q w -3 LL N 7) 0
b. LOCATE FILL SLOPE LI 9. PERIODICALLY INSPECT AND REPAIR ALL EXISTING AND PROPOSED SEDIMENT CONTROL DEVICES. PERIODIC INSPECTION SHALL BE FACILITIES. SLOPE LINES AND INSTALL TEMPORARY AND PER~dANENT DIVERSION DITCHES LEADItiG TO SEDIMENT COLLECTION PHASE7HREE-SELECTIVEI~EMOVALOPDEVICES
DEFINED AS AFTER EACH RAINFALL EVENT OR WEEKLY, WHICHEVER IS MOST FREQUENT. THIS INSPECTION INCLUDES ALL CROSS c. BEGIN GRADING OPER PIPES UNDER INTERSTATE 485 WHICH ACCEPT RUNOFF FROM THE PROJECT SITE. AND 4B WILL BE PR01 STABILIZED. ~G OPERATION WITHIN AREA TWO-STEP ONE LIMITS. GRADING WITHIN THE FOOTPRINT OF SEDIMENT BASIN N0. 3A, 4A, a. REMOVE SELECTIVE SEDIMENT AND EROSION CONTROL DEVICES (THOSE NON-ESS BE PROHIBITED TO MAINTAIN THEIR OPERATION, UNTIL REMAINING AREA TRIBUTARY TO SEDIMENT BASINS ARE FUTURE PAVING AND LIGHTING CONTRACT) AS DIRECTED BY THE INSPECTOR, AND JON-ESSENTIAL TO m z 0 co
TOR, AND RESTORE 0 m 0
10. PERFORM ALL NECESSARY MAINTENANCE ON EROSION AND SEDIMENT CONTROL DEVICES UNTIL A VEGETATIVE COVER IS ESTABLISHED. d. INSTALL SEDIMENT BA SEDIMENT SHALL BE REMOVED FROM THE EROSION CONTROL STRUCTURES WHEN IT HAS ACCUMULATED TO HALF THE DESIGN e. ONCE RUNWAY AND T VOLUME. REPAIR AND REPLACE ALL DETERIORATED MATERIALS FROM ROADWAY AND DRAINAGE DITCHES. MAINTENANCE WILL INCLUDE DIRECTION, INSTALL T CLEANING SEDIMENT FROM WITHW CROSS PIPES UNDER INTERSTATE 485 WHICH ACCEPT RUNOFF FROM THE PROJECT SITE. INCREASES. PROVIDE f. INSTALL SEDIMENT TR 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF ANY UNSUITABLE MATERIAL TO THE CUT AREA TO THESE DESIGNATED WASTE AREA. THE CONTRACTOR SHALL OBTAIN ANY AND ALL STATE AND LOCAL APPROVALS FOR THE TRANSPORTING g. INSTALL TEMPORARY S MENT BASIN N0. 10, 12, AND 13 PRIOR TO FILL OPERATION CREATING DRAINAGE TO THE EAST. AREA TO FINAL GRADING AND GROUND COVER. AS A MINIMUM, THESE INCLUDE R N0. 8, 10, SEDIMENT TRAP N0. 10 - 15. 4CLUDE ROCK DAM z 0 0 w M 0 ~ ~ Z ~
Y AND TAXIWAY AREA HAS BEEN GRADED WITH A "CROWN° TO ALLOW DRAINAGE BOTH IN THE WEST AND EAST s 0 w w w w w s Q
JSTALL TEMPORARY SLOPE DRAINS, CONTINUING TO INCREASE THE LENGTH OF THE SLOPE DRAIN AS THE FILL HEIGHT ADOITIVEALTERNATE: SEDIMENT BASIN INSTALLATION AND MAINTENANCE WEST OF I- 'ROVIDE MEASURES AT THE OUTLET TO THE SLOPE DRAINS TO PREVENT EXCESSIVE DIVERSION DITCH EROSION. (SB-2, SB-3, SB-4, AND SB-5) 5T OF 1--485 0 CL 0 U 0
MENT TRAP N0. 2 AND SEDIMENT BASIN N0. 8 DURING EXCAVATION OF RELOCATED ROADWAY TO DIRECT RUNOFF FROM
THESE DEVICES. OBJECTIVE: CAPTURE OF SEDIMENT-LADEN FLOW FROM PROJECT SITE WITHOUT IMPE 'ORARY SLOPE DRAINS ALONG ROAD RELOCATION AS GRADING OPERATION PROGRESSES; ADJUST HEIGHT AND OUTLET GRADING OPERATION. INSTALLATION OF SEDIMENT BASINS IS SUBJECT TO OWNER A .NECESSARY. OF LAND FOR THIS USE, AND RECEIPT OF MODIFIED ENVIRONMENTAL PERMITS. OUT IMPEDING
OF UNSUITABLE MATERIALS ALONG ACTIVE ROADS TO THE DESIGNATED WASTE AREA AND PROVIDE COPIES TO THE OWNER FOR LOCATION AS NECESS RECORD. h. INSTALL ROCK DAM N i. REMOVE SEDIMENT AN 12. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES UPON ESTABLISHMENT OF VEGETATIVE COVER THESE DEVICES, AND AND COMPLETION OF PROJECT PHASE, UNLESS OTHERWISE DIRECTED. SIFT FENCE AND TEMPORARY SLOPE- DRAINS MAY BE REMOVED ROCK DAM NOS. 14, AND REUSED UPON APPROVAL OF INSPECTOR. j. INSTALL REMAINING P OPERATION. ONCE GR 13. TEMPORARY SLOPE DRAINS ARE SHOWN ON THE DRAWINGS TO ILLUSTRATE GENERAL LOCATION AND SPACING. THE CONTRACTOR WILL CONTRACTOR WILL IN LOCATE THESE DEVICES BASED ON THE SEQUENCING OF CONSTRUCTION, DEPENDENT ON THE HEIGHT AND DIRECTION OF GRADING OF k. MAINTAIN TEMPORARY )WN ER ACQUISITION
K DAM NO. 6, 7, AND 12 APPROPRIATE TO ROADWAY GRADING OPERATION. S.
MENT AND EROSION CONTROL DEVICES FROM PHASE 1, ONCE GRADING OPERATION HAS REDIRECTED FLOW AWAY FROM a. UPON AUTHORIZATION BY OWNER THAT LAND HAS BEEN OBTAINED FOR THE USE THE USE OF
ES, AND AS APPROVED BY THE INSPECTOR. DEVICES INCLUDED IN THIS TASK INCLUDE SEDIMENT TRAP N0. 26, AND SEDIMENT AND EROSION CONTROL, AND THAT ALL ENVIRONMENTAL PERMITS HAV OS. 14, AND 15. OBTAINED, CONTRACTOR SHALL INSTALL EACH SEDIMENT BASIN WEST OF I-485 AINING PERMANENT DRAINAGE PIPES, INLETS, SLOPE DRAINS, AND DRAINAGE STRUCTURES APPROPRIATE TO THE GRADING ON THE PLANS, ACCORDING TO THE SEQUENCE OF WORK PERTAINING TO THE DI ONCE GRADING PERMITS OVERLAND FLOW TO PROPOSED PERMANENT DRAINAGE INLETS AND SLOPE DRAINS, THE OF LAND TRIBUTARY TO EACH SEDIMENT BASIN. ALTS HAVE BEEN
1-485 AS SHOWN W
THE DISTURBANCE imm® W
WILL INSTALL INLET PROTECTION, AND OTHER PROPOSED SEDIMENT EROSION CONTROL DEVICES. b. EACH SEDIMENT BASIN WEST OF I-485 SHALL BE CONSTRUCTED IN FULL AND A ~PORARY SLOPE DRAINS UNTIL PERMANENT VEGETATION HAS DEVELOPED ON THE FILL SLOPES. BY THE INSPECTOR PRIOR TO REMOVING THE SEDIMENT BASIN IMMEDIATELY UPSI ERMANENT VEGETATION OPl FILL SLOPES AS EACH 10-20 VERTICAL FEET OF SLOPE IS CONSTRUCTED. I-485.
L AND APPROVED 0
THE FILL OPERATION. ADDITIONAL SLOPE DRAINS MAY BE NECESSARY DEPENDING ON THE PERFORMANCE OF EACH TEMPORARY I. ESTABLISH PERMANEN SLOPE DRAIN TO ADEQUATELY PROTECT THE FILL SLOPES. m. CONSTRUCT FINAL PE n. PROVIDE TEMPORARY 14. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS UNLESS OTHERWISE INDICATED, SHALL BE INSTALLED WITHIN 21 CALENDAR o. ONCE TRIBUTARY ARE DAYS FOLLOWING COMPLETION OF WORK AREA. REDUCED FILLING W F NOT BE REMOVED UN 15. MAINTAIN RECORDS OF ALL ACTIVITIES ASSOCIATED WITH SEDIMENT AND EROSION CONTROL MAINTENANCE AND INSPECTIONS OPERATION, WITHOUT INCLUDING: WEEKLY INSPECTION REPORT, DAILY INSPECTION REPORT, REPORT OF INSPECTION IMMEDIATELY AFTER ANY RAINFALL ELY UPSTREAM OF cw
=1NAL PERIMETER DIVERSION DITCHES AND ESTABLISH PERMAhIENT GROUND COVER AND STABILIZATION MEASURES. c. REMOVAL OF SEDIMENT BASINS WEST OF I-485 SHALL NOT OCCUR UNLESS ARE IPORARY GROUND COVER OVER REMAINING AREAS UPON COMPLETION OF GRADING OPERATION. UPSTREAM HAS BEEN STABILIZED AND APPROVED BY THE INSPECTOR. ESS AREA 0
-ARY AREA TO SEDIMENT BASIN N0. 3A, 4A AND 4B IS STABILIZED, THE AREA OF THE SEDIMENT BASIN SHALL BE , LING IN FROM THE OUTSIDE, MAINTAINING THE RISER, BARREL AND DISCHARGE STRUCTURE. RISER AND BARREL WILL 0 J
~VED UNLESS INSPECTOR HAS APPROVED THE FINAL GRADING OPERATION CAN BE PERFORMED IN ONE CONTINUOUS 0
WITHOUT RISK TO SEDIMENT LOSS FROM THE SITE.
G
EVENT WITH ~~-INCH OR MORE OF PRECIPITATION. STEP1-PNASETHREE-SER 16. COMPLY WITH THE FOLLOWING CONSTRUCTION SEQUENCE WITHIN EACH WORK AREA: a. REMOVE SELECTIVE SE AS DIRECTED BY THE iRee - se~ecTive Rennova~ of nevices F~RTILIZINC~ SEEDING. AND MULCHING FERTILIZE, SEED, AND MULCH ALL AREAS DAMAGED BY CONSTRUCTION, REGARD~ES =CTIVE SEDIMENT AND EROSIOPI CONTROL DEVICES THOSE NON-ESSENTIAL TO FUTURE PAVING AND LIGHTING CONTRACT OF PREVIOUS CONDITION, AS OUTLINED BELOW: !EGARDLESS
C J SEED BED PREPARATION: PREPARE THE SEED BED BY PULVERIZING THE SOIL BY THE INSPECTOR, AND RESTORE AREA TO FINAL GRADING AND GROUND COVER. AS A MINIMUM, THESE INCLUDE IN AN APPROVED MANNER TO A DEPTH OF THREE (3) INCHES FOR FIELD THE SOIL 0
SEDIMENT BASIN N0. AREA ONE: SOUTHERN BORROW AREA AND AREA SOUTH OF DIXIE RIVER ROAD ,SIN N0. 6, SEDIMENT TRAP N0. 2, 4A, 4B, 5, 6, AND ROCK DAMS N0. 6, 7, AND 12. CONDITIONS QR SLOPES THAT ARE 3:1 OR FLATTER AND TO A DEPTH OF 'IELD z i OF ad
ONE (1) TO THREE (3) INCHES, AS DETERMINED ON SITE FOR SLOPES STEEPER i STEEPER W
STEP 2 -PHASE ONE -CLEA OBJECTIVE: COORDINATE WITH NCDOT ON WAL~ACE HEEL ROAD DETDUR TO ONLY RECEIVE LOCAL TRAFFIC. INSTALL ALL TRAFFIC CONTROL JE -CLEARING AND GRUBBING OF CROSS-CONNECTOR TAXIWAYS THAN 3:1. TILL THE SOIL UNTIL A WELL PULVERIZED, FIRM, REASONABLY ABLY
UNIFORM SEED BED IS PREPARED CONFORMING SUBSTANTIALLY TO GROUND ROUND
MEASURES IDENTIFIED ON THE DETOUR PLANS FOR WAL~ACE HEEL ROAD DETOUR. THIS WILL ALLOW OPENING OF THE MAIN BORROW AREA FOR a. ESTABLISH LIMITS OF PROJECT USE AND HAUL ROUTE CROSSWG OF THE FORMER WALLACE HEEL ROAD BETWEEN DIXIE RIVER ROAD AND NANNIE PRICE ROAD. b. INSTALL SEDIMENT BA COMMENCE WITH THE FOLLOWING ACTIVITIES: c. CLEAR AND GRUB AR d. INSTALL CLEAN-WATE PHASE ONE -CLEARING AND GRUBBING MITS OF CONSTRUCTION. ELEVATIONS AS SHOWN ON THE PLANS AND/OR AS EXISTED PRIOR TO MENT BASIN N0. 11, 17, 18, AND 19, AND SEDIMENT TRAP N0. 27. CONSTRUCTION. THE DISTURBED AREA SHALL BLEND UNIFORMLY INTO ADJACE DRUB AREA DRAINING TO SEDIMENT BASIN N0. 11 AND SEDIMENT BASIN N0. 7. TOPOGRAPHY. GOOD SURFACE DRAINAGE MUST BE PROVIDED, ALLOWANCES FO aN-WATER DIVERSION DITCHES TO DIRECT EXISTING FLOW FROM AROUND PROPOSED CUT SCOPES. SETTLEMENT MADE AND GROUND ELEVATIONS ADJUSTED ACCORDINGLY. VISIBLE "0 z 0 wow 3 ADJACENT
DANCES FOR
Y. VISIBLE
PONDING WILL NOT BE ALLOWED. REMOVE ALL STONES, ROOTS, STICKS, RUBBI VO -GRADING AND FILL PLACEMENT AND OTHER CJBJECTIONABLE MATERIAL. KS, RUBBISH,
STEP 2 -PHASE TWO - GRADI a. ESTABLISH LIMITS OF CONSTRUCTION. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL INGRESS AND EGRESS POINTS OFF OF SOIL IMPROVEMENTS: INCORPORATE SOLID ADDfTIVES IN AN APPROVED MANNE INTO THE TOPSOIL AT THE FOLLOWING RATES OR AS NEEDED ACCORDING TO S OUTFACE DITCHES TO ALLOW FOR DRAINAGE OF EXCAVATED AREAS ALONG THE CROSS-CONNECTOR TAXIWAYS. TESTS.: ED MANNER
)ING TO SOIL
OPEN PUBLIC ROADWAYS. e. CONSTRUCT OUTFACE b. CONSTRUCT ACCESS ROUTES AND TEMPORARY EROSION CONTROL MEASURES FOR CLEARING AND CONSTRUCTION OF ACCESS ROUTES f. INSTALL REMAINING P TO ALLOW FOR INSTALLATION OF INITIAL SEDIMENT COLLECTION FACILITIES, AND CLEAN-WATER DIVERSION DITCHES TO DIRECT EXISTING g. ONCE PERMANENT DR FLOW FROM AROUND THE CONSTRUCTION OF PROPOSED PIPE CULVERT "M" UNDER THE RELOCATED ROAD. CONSTRUCT PIPE CULVERT h. UPON COMPLETION OF
AINING PERMANENT DRAINAGE PIPES, AND INLETS APPROPRIATE TO THE GRADING OPERATION. NENT DRAINAGE SYSTEM IS IN PLACE, INSTALL INLET PROTECTION AT EACH INLET. 1. FERTILIZER - 1,00 POUNDS PER ACRE OF 10-10-1o FERTILIZER.
ETION OF GRADING OUTSIDE OF PAVEMENT SECTION. INSTALL PERMANENT GROUND COVER TO DITCH AND SHOULDERS. 2. LIME - 4,000 POUNDS PER ACRE.
"M'~ UNDER RELOCATED ROAD. PROVIDE FOR STILLING BASINS FOR SEDIMENT REMOVAL WITHIN PIPE TRENCH DURING PIPE INSTALLATION. i. CONSTRUCT FINAL PE c. INSTALL SEDIMENT BASIN N0. 1 AND SEDIMENT BASIN N0. 2A (IN ACCORDANCE WITH SEQUENCE AND INCLUDING ADDITIONAL MEASURES -1NAL PERIMETER DIVERSION DITCHES AND ESTABLISH PERMANENT GROUND COVER AND STABILIZATION MEASURES.
SEEDING: HYDRAULIC SEEDING SHALL BE UTILIZED UNLESS OTHERWISE >E
AS SHOWN ON PLAN SHEET 8A AND SB), SEDIMENT TRAPS N0. 16 - 19, 28, 31 - 33; AND ROCK DAM N0. 11, AND 16 - 21. STEP 2 -PHASE THREE -SEL d. INSTALL OTHER ANCILLARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT RUNOFF DURING CLEARING/GRUBBING OPERATION AS a. REMOVE SELECTIVE SE TREE -SELECTIVE REMOVAL OF DEVICES SPECIFICALLY APPROVED BY THE ENGINEER.
MUDDY OR W ..J
SHOWN OR AS DIRECTED BY 7HE ENGINEER. AS DIRECTED BY THE =CTIVE SEDIMENT AND EROSION CONTROL DEVICES THOSE NON-ESSENTIAL TO FUTURE PAVING AND LIGHTING CONTRACT mE SEED BED MUST BE IN GOOD, FRIABLE CONDITION AND NOT MUDDY OR HARD AT THE 11ME SEEDING IS PERFORMED. BY THE INSPECTOR, AND RESTORE AREA TO FINAL GRADING AND GROUND COVER. 2. APPLY SEED AT THE RATE SPECIFIED AND RAKE OR TILL INTO THE w
e. CLEAR AND GRUB AREAS DRAINING TO THESE SEDIMENT COLLECTION FACILITIES. TOPSOIL WITH THE RESULTING FURROWS RUNNING ACROSS THE i E
f. INSTALL SEDIMENT BASIN N0. 6 EAST OF SOUTH BORROW AREA. AREA THREE 8 FOUR: NORTH AREA i+~rnn n~~n nni ~n nr~rn r~r~~ir.i~~~n Try e~rn~~ireiT .r~nc~i~~ non G ~A AIAITA1AilA1/` 7!l CCCT hC QI ICCCD. CD(11.A CVICTIAI!_ UI011 A!`~ AI~~I R(l Afl TH AREA OF RUNWAY AND TAXIWAY NATURAL SLOPE OF THE GROUND. UNDER NO CIRCt1MSTANCES WILL ANY 'VILL ANY _ L. III V)
Y. I.LCNR HIVV VRVD F1RGH UfC/i71V11VU IV JGVIIVICIVI O/9aily IV V. V, rvtl'1livin I I\WIVI + ~ - TILLING ACTIVITY BE ALLOWED PARALLEL WITH SAID SLOPE. >a- 1 Z °
h. INSTALL CLEAN-WATER DIVERSION DITCHES TO DIRECT EXISTING FLOW FROM AROUND THE CONSTRUCTION OF PROPOSED "M" PIPE OBJECTIVE: GRADING OF RUNWAY RUNWAY AND TAXIWAY AREA NORTH OF EXISTING WALKERS FERRY ROAD, CLOSURE OF EXISTING WALKERS FERRY ROAD
SYSTEM. CONSTRUCT PROPOSED "M" PIPE SYSTEM UNDER RUNWAY SAFETY AREA. EAST OF I-485, AND COMPLETION )MPLETION OF CONTRACT. MULCHING: MANUFACTURED MULCH SHALL BE UTILIZED UNLESS OTHERWISE ER\MSE ° OZ F-
i. CONSTRUCT PROPOSED CROSS PIPE DRAINING TO ROCK DAM NO. 11. SPECIFICALLY APPROVED BY THE ENGINEER. Z
PHASE ONE -CLEARING AND GF PHASE TWO -GRADING AND FILL PLACEMENT NG AND GRUBBING SEEDING MIXTURES AND RATES OF APPLICATION SHALL BE AS FOLLOWS. a -j
a. ESTABLISH LIMITS OF a. INSTALL SEDIMENT TRAP NO. 1 AND ROCK DAM NO. 3 . OPEN PUBLIC ROADWA IMITS OF CONSTRUCTION. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL INGRESS AND EGRESS POINTS OFF OF ALL RATES ARE IN POUNDS PER ACRE AND ANY RATES LISTED BELOW MAY BE CU ;Z Z 4AY BE CUT t 0 U
: ROADWAYS. BY 1/2 FOR TEMPORARY EROSION CONTROL MEASURES ONLY. J (a v)
b. LOCATE FILL SLOPE LINES AND INSTALL TEMPORARY DIVERSION DITCHES LEADING TO SEDIMENT COLLECTION FACILITIES. b. CONSTRUCT ACCESS R ACCESS ROUTES AND TEMPORARY EROSION CONTROL MEASURES FOR CLEARING AND CONSTRUCTION OF ACCESS ROUTES SEEDING RATES UJ Z
c. BEGIN GRADING OPERATION WITHIN AREA ONE LIMITS. TO ALLOW FOR INSTAL )R INSTALLATION OF INITIAL SEDIMENT COLLECTION FACILITIES, AND CLEAN-WATER DIVERSION DITCHES TO DIRECT .i Z
d. GRADING WITHIN THE FOOTPRINT OF SEDIMENT BASIN NO. 2A WILL BE PROHIBITED TO MAINTAIN IT'S OPERATION, UNTIL REMAINING EXISTING FLOW FROM AREA TRIBUTARY TO SEDIMENT BASIN NO. 2A IS STABILIZED. c. INSTALL SEDIMENT BA e. ONCE RUNWAY AND TAXIWAY AREA HAS BEEN GRADED TO ALLOW DRAINAGE BOTH IN THE WEST AND EAST DIRECTION, INSTALL SHEET 8A AND 8B), A )W FROM AROUND THE CONSTRUCTION OF PROPOSED PIPE CULVERT "F" AND "B". OPEN-FIELD * SLOPES 4:1 OR GREATER AND GRASS LINED CFIMENT BASIN NO. 5A (IN ACCORDANCE WITH SEQUENCE AND INCLUDING ADDITIONAL MEASURES AS SHOWN ON PLAN a LINED CHANNELS 0 W
TEMPORARY SLOPE DRAINS, CONTINUING TO INCREASE THE LENGTH OF THE SLOPE DRAIN AS THE FILL HEIGHT INCREASES. PROVIDE VD 8B), AND ROCK DAM NO. 8, INCLUDING THE INSTALLATION OF THE DOWNSTREAM PORTION OF SYSTEM F CROSS PIPE 80# TALL FESCUE 100# TALL FESCUE
MEASURES AT THE OUTLET TO THE SLOPE DRAINS TO PREVENT EXCESSIVE DIVERSION DITCH EROSION. THAT WILL BE USED F E USED FOR THE BASIN'S RISER AND BARREL. RETROFIT OF THE PROPOSED INLET FOR USE AS A RISER WITH TRASH 50# PENSACOLA BAHIAGRASS 40# PENSACOLA BAHIAGRASS 40# KOBE LESPEDEZA 10# KOBE LESPEDEZA z
f. INSTALL TEMPORARY SLOPE DRAINS ALONG ROAD RELOCATION AS GRADING OPERATION PROGRESSES; ADJUST HEIGHT AND OUTLET RACK ASSEMBLY) SHA $LY) SHALL BE NECESSARY. CONSTRUCTION OF THE PROPOSED CROSS PIPE SYSTEMS TO A POINT JUST UPSTREAM OF 1,000# FERTILIZER (10-10-10) 1,000# FERTILIZER (10-10-10) 1 <
LOCATION AS NECESSARY. INSTALL ROCK CHECK DAMS AS SHOWN ON THE PLANS. THE FOOTPRINT OF TH NT OF THE BASIN OPERATION WILL BE REQUIRED AT THIS TIME (BULKHEADING THE UPSTREAM END OF THE PIPE TO 4,000# LIME 4,000# LIME cc Z
g. REMOVE SEDIMENT AND EROSION CONTROL DEVICES FROM PHASE 1, ONCE GRADING OPERATION HAS REDIRECTED FLOW AWAY FROM PROHIBIT SEDIMENT-L) )IMENT-LADEN WATER FROM ENTERING PIPE). THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE DRUB AREA DRAINING TO SEDIMENT BASIN NO, 5A, AND ROCK DAM NO. 8. ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE N THE = c
THESE DEVICES, AND AS APPROVED BY THE INSPECTOR. DEVICES INCLUDED IN THIS TASK INCLUDE SEDIMENT BASIN NO. 19, SEDIMENT d. CLEAR AND GRUB ARE K DAM NO. 10, AND SEDIMENT TRAP NO. 10 - 15, 20 - 22, AND SEDIMENT BASIN NO. 16. EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOS GRUB AREA DRAINING TO ROCK DAM NO. 10, SEDIMENT TRAP NO. 10 - 15, 20 - 22, AND SEDIMENT BASIN NO. 16. WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE )ATE2
TRAPS NO. 28, 31-33, AND ROCK DAM NOS. 16 - 21. e. INSTALL ROCK DAM N( h. INSTALL REMAINING PERMANENT DRAINAGE PIPES, INLETS, SLOPE DRAINS, AND DRAINAGE STRUCTURES APPROPRIATE TO THE GRADING f. CLEAR AND GRUB ARE _FT EXPOSED
OPERATION. ONCE GRADING PERMITS OVERLAND FLOW TO PROPOSED PERMANENT DRAINAGE INLETS AND SLOPE DRAINS, THE g. INSTALL CLEAN-WATEF 4N-WATER DIVERSION DITCHES TO DIRECT EXISTING FLOW FROM AROUND PROPOSED "F" CROSS PIPE SYSTEM, AROUND PLANTED OR OTHERWISE TEMPORARY GROUND COVER, DEVISES OR STRUCTURES ADING, BE w ;TURES W N
CONTRACTOR WILL INSTALL INLET PROTECTION, AND OTHER PROPOSED SEDIMENT AND EROSION DEVICES. NORTH END OF FUTUR OF FUTURE INTERMODAL RAIL LINE, AND FROM AROUND PROPOSED "B" PIPE SYSTEM. CONSTRUCT PROPOSED "F" AND SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUND COVER WILL BE PROVIDEC PROVIDED o
i. MAINTAIN TEMPORARY SLOPE DRAINS UNTIL PERMANENT VEGETATION HAS DEVELOPED ON THE FILL SLOPES. "B" CROSS PIPE SYSTI 'IPE SYSTEMS. CONSTRUCT ONLY A SUFFICIENT AMOUNT OF "F" AND "B" PIPE SYSTEMS TO ALLOW GRADING OPERATION FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 N 90 o
j. ESTABLISH PERMANENT VEGETATION ON FILL SCOPES AS EACH 10-20 VERTICAL FEET OF SLOPE IS CONSTRUCTED. TO BEGIN AND PROVID !D PROVIDE FOR PASS-THROUGH OF OFF-SITE RUNOFF FROM THE EAST. CALENDAR DAYS (PER GENERAL STATUTE 113A-57 PARAGRAPH (2) & (3)). 3}}.
k. CONSTRUCT FINAL PERIMETER DIVERSION DITCHES AND ESTABLISH PERMANENT GROUND COVER AND STABILIZATION MEASURES. h. INSTALL INLET PROTEC 1. PROVIDE TEMPORARY GROUND COVER OVER REMAINING AREAS UPON COMPLETION OF GRADING OPERATION. T PROTECTION FOR CROSS PIPES ON "F° AND "B" SYSTEMS. INSTALL EXCELSIOR MATTING IN ALL GRASS LINED DITCHES AND ON SLOPES w 'ES Q
m. ONCE TRIBUTARY AREA TO SEDIMENT BASIN NO. 2A IS STABILIZED, THE AREA OF THE SEDIMENT BASIN SHALL BE REDUCED FILLING IN PHASE TWO -GRADING AND 2.5:1 OR GREATER. ,DING AND FILL PLACEMENT z
FROM THE OUTSIDE, MAINTAINING THE RISER, BARREL AND DISCHARGE STRUCTURE. RISER AND BARREL WILL NOT BE REMOVED UNLESS E&S CONTROL w
INSPECTOR HAS APPROVED THAT THE FINAL GRADING OPERATION CAN BE PERFORMED IN ONE CONTINUOUS OPERATION, WITHOUT RISK a. LOCATE FILL SLOPE LI SLOPE LINES AND INSTALL TEMPORARY DIVERSION DITCHES
TO SEDIMENT LOSS FROM THE SITE. LEADING TO SEDIMENT SEDIMENT TRAPS, ROCK DAMS, AND SEDIMENT BASINS. ' \ • AR T ALBERT&BRIG NG OPERATION WITHIN PHASE THREE LIMITS. MAINTAIN SEDIMENT vO_.••'fSS E
PHASE THREE -SELECTIVE REMOVAL OF DEVICES b. BEGIN GRADING OPER BASIN NO. 5A UNTIL E ~ . C % UGHT
A UNTIL BASIN IMPACTS GRADING OPERATION. * ooF °2'•.Z
a. REMOVE SELECTIVE SEDIMENT AND EROSION CONTROL DEVICES THOSE NON-ESSENTIAL TO FUTURE PAVING AND LIGHTING CONTRACT c. INSTALL SEDIMENT BA AS DIRECTED BY THE INSPECTOR, AND RESTORE AREA TO FINAL GRADING AND GROUND COVER. AS A MINIMUM, THESE INCLUDE > CREATING DRAINAGE d. RETROFIT SYSTEM B I SEDIMENT TRAP NO. 1 AND ROCK DAM NO. 3. CONTROL COLLECTION. IMENT BASIN NO. 15A AND 156 PRIOR TO FILL OPERATION _ ? . z ?n SEAL ? _ ~GnVEERII~G 6LPLANN1NG CONSiILTA ZAINAGE TO THE EAST. ~ 13 = = i 26421 NSULTA'M SHT. 86
STEM B INLETS AND MANHOLES FOR SEDIMENT AND EROSION ~ • ' 4944 PARKWAY PLAZA BOULEVARD, SUf1'E35 F'~GMEF-~' ~vHDR Engineering, Inc. CHAR1ATTB, NORTH GAROIINA 28217 39 St3M 350
ELECTION. MANHOLE B02 SHAD BE USED AS A RISER PIPE WITH A y ~y''••.....•• ~ rr g~ to 28217
SKIMMER ATTACHMENT fACHMENT. INLETS 602-02, AND 802-04 SHALL RECEIVE INLET Oq,o° 01 of the Carolinas ,!C{~ E PHONE:[phone] FAX:T04.47.6.6080 426-b080
PROTECTION. 00 www•tolbertandbright.com OF 14th
128 S Tryon Sheet, Suite 1400 1 Charlotte, NC 28202 ~1
- - -

O
4' (TYP) •n
3° (TYP)
Q r\rj p O
V~~S ~~5
18° THICK
CLASS i
RIP RAP z
W/ GROUT O z
IN FILL U
SECTION D-D C
E--
Z O
5, O
- TOP OF BERM Ll-
c d
W
4 TOP OF RIP RAP N r7 d` to
a $
~7 12° N (o
_ Z~G 8LOIsE . . _ O Lf) O O
N
(n i- O u) U
J < W N w
18'~ THICK m z O W z m °W
CLASS i Ln W d U)
RIP RAP W/ GROUT z y 0 ~ - U W
IN FILL SECTION C-C w 0 eQ~ ~ = Q
© 0- CL 0 U 0
--a- C
B
TOP OF DITCH
LOW SPOT WITH DITCH LINE 4A
D p
0
~ O.
. , DITCH BO DITCH BOTTOM
r-- ~.T r 0 Q
10' ` .
a
® Q AIM A
' _ B 4w Z
12'
12'
F~<< 5 TOP OF DITCH 0 ~e z
~<~pF L ad
7% EXISTING... BERM LLI
~~~Q~ p _ _ GRpUND H
z
GJ~ ~ C A
C
w
m~
- 18" CL I RIPRAP ~ B FILTER FABRIC z w
WHERE SPECIFIED r - UNDER RIPRAP z~ or
a
A =MINIMUM DEPTH OF CHANNEL LINING, FT. 4
B =BASE WIDTH OF CHANNEL, FT. 0 =LL. _ ~
C =DEPTH OF CHANNEL, VARIES TO CREATE ~o
MINIMUM LONGITUDINAL SLOPE OF 1%.` 12" W ~ ~ ~ VARIES
MINIMUM C=A J
D =SIDE SLOPE a ~ ~ I ~ 18" THICK rz-~ W
SEE PERMANENT DIVERSION DITCH DATA TABLE FOR
CHANNEL DIMENSIONS AND LINING REQUIREMENTS. r- CLASS VARIES RIP RAP W
PPI~MANFNT DITCH SECTION ~ W/ GROUT A ~ A z U)
mwNw. we WNW w. w wwn. w . Z:~ L U I I U N b-ii IN FILL J o0
~C
G1 o
0 6]
CC u. (.5
$ t ~ .Jr a .
TOE OF SLOPE 12 C9
1$ THICK ~UJ
$ MAX CLASS I 4
OR TIE TO RIP RAP LATERAL 000 UJ
W GROUT SECTION A-A r ~
F DITCH IN ILL mC
LEVEL PAD W < o
NOTES: x 0 1 W
1. GROUT COVERAGE TO B 22 GALLONS PLAN 0 z
PER SQUARE YARD OF RIP RAP. W V)
2. RIP RAP SURFACE TO BE SPRAYED N C7
LIGHTLY WITH WATER AFTER GROUT APPLICATION. RIP RAP FLUME .r.w. Lo C7
NOT TO SCALE ?W W
z
W
E&S CONTROL +«a~ilAilgtippppp n~~ __.1 LL-
i~ DT P
• r
4 • @ M
L 6 110 _ SEAL r• . _ • - - - ENGI UMUNG &PIANKNG NSULTAN 14613 - • - 26421 4SULTANTS S HT.
r4 .1/ 1 T PAW77 A i L"A- A/VUI"AMB MUM 350 84 S= 350
<v . HDR Inc. NORTH C,ARO~tNA 2827 SOS Y •+s••w•• O? Engineering, ~ ~ ~ A 282.7
? i r. '9 ire + of the Carolinas C p tt C PHONE. . [phone] FAX. [phone] A. s k E. 126-60W of 140
~ppptpllltAli?«~ + t r i t i •0 ~ ''~w rl www.talbertandbright.com
128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202
- - -