20001195 Ver 6_Grading and Drainage Plans_20080922

SHEET INDEX SHEET INDEX
SHEET # TITLE OF SHEET SHEET # TITLE OF SHEET
1 COVER SHEET 67 DRAINAGE AND EROSION CONTROL PLAN (SHEET 3 OF 10)
- DETOUR PLAN (SHEET 1 OF 5) 68 DRAINAGE AND EROSION CONTROL PLAN (SHEET 4 OF 10)
- DETOUR PLAN (SHEET 2 OF 5) 69 DRAINAGE AND EROSION CONTROL PLAN (SHEET 5 OF 10)
- DETOUR PLAN (SHEET 3 OF 5) 70 DRAINAGE AND EROSION CONTROL PLAN (SHEET 6 OF 10)
- DETOUR PLAN (SHEET 4 OF 5) 71 DRAINAGE AND EROSION CONTROL PLAN (SHEET 7 OF 10)
- DETOUR PLAN (SHEET 5 OF 5) 72 DRAINAGE AND EROSION CONTROL PLAN (SHEET 8 OF 10)
_ OLD DOWD ROAD/WALLACE NEEL ROAD RELOCATION TYPICAL SECTIONS 73 DRAINAGE AND EROSION CONTROL PLAN (SHEET 9 OF 10)
2 QUANTITIES AND GENERAL NOTES SHEET 74 DRAINAGE AND EROSION CONTROL PLAN (SHEET 10 OF 10)
75 SEDIMENT BASINS WEST OF I-485 (SHEET 1 OF 4)
3 SURVEY BASELINE MAP 76 SEDIMENT BASINS WEST OF I-485 (SHEET 2 OF 4)
4 PHASING PLAN ~ 77 SEDIMENT BASINS WEST OF I-485 (SHEET 3 OF 4)
5 GRADING AREAS AND BORROW SITES
6 CLEARING AND GRUBBING PLAN (SHEET 1 OF 3) 78 SEDIMENT BASINS WEST OF I-485 (SHEET 4 OF 4)
79 BREACHING PLAN (SHEET 1 OF 3)
7 CLEARING AND GRUBBING PLAN (SHEET 2 OF 3) 80 BREACHING PLAN (SHEET 2 OF 3)
8 CLEARING AND GRUBBING PLAN (SHEET 3 OF 3) 81 BREACHING PLAN (SHEET 3 OF 3)
8A CLEARING AND GRUBBING INSETS (SHEET 1 OF 2)
8B CLEARING AND GRUBBING INSETS (SHEET 2 OF 2) 82 SEDIMENT AND EROSION CONTROL DETAILS (SHEET 1 OF 4)
83 SEDIMENT AND EROSION CONTROL DETAILS (SHEET 2 OF 4)
9 GEOMETRIC LAYOUT PLAN (SHEET 1 OF 2) ¦ 84 SEDIMENT AND EROSION CONTROL DETAILS (SHEET 3 OF 4)
10 GEOMETRIC LAYOUT PLAN (SHEET 2 OF 2) • 85 SEDIMENT AND EROSION CONTROL DETAILS (SHEET 4 OF 4)
11 WALLACE NEEL ROAD PLAN AND PROFILE (SHEET 1 OF 4)
12 WALLACE NEEL ROAD PLAN AND PROFILE (SHEET 2 OF 4) 86 SEDIMENT AND EROSION CONTROL CONSTRUCTION SEQUENCE
87 DRAINAGE DETAILS (SHEET 1 OF 3)
13 WALLACE NEEL ROAD PLAN AND PROFILE (SHEET 3 OF 4) 88 DRAINAGE DETAILS (SHEET 2 OF 3)
14 WALLACE NEEL ROAD PLAN AND PROFILE (SHEET 4 OF 4) ¦ • ¦ 89 DRAINAGE DETAILS (SHEET 3 OF 3)
15 RUNWAY PROFILE (SHEET 1 OF 3)
16 RUNWAY PROFILE (SHEET 2 OF 3) 90 BOX CULVERT SECTIONS
17 RUNWAY PROFILE (SHEET 3 OF 3) 91 5' x 5' CULVERT HEADWALLS
92 6' x 6' BOX CULVERT SECTION & SLAB DETAIL AT INLET
18 PARALLEL TAXIWAY PROFILE (SHEET 1 OF 4) 93 6' x 6' CULVERT HEADWALLS
19 PARALLEL TAXIWAY PROFILE (SHEET 2 OF 4) 94 MISCELLANEOUS DETAILS
20 PARALLEL TAXIWAY PROFILE (SHEET 3 OF 4)
21 PARALLEL TAXIWAY PROFILE (SHEET 4 OF 4) 95 STORM DRAINAGE PROFILES (SHEET 1 OF 31)
96 STORM DRAINAGE PROFILES (SHEET 2 OF 31)
22 TAXIWAY W7 PROFILE 97 STORM DRAINAGE PROFILES (SHEET 3 OF 31)
23 TAXIWAY W11 PROFILE 98 STORM DRAINAGE PROFILES (SHEET 4 OF 31)
24 TAXIWAY W2, W4 AND W6 PROFILES
25 TAXIWAY W11, W12 AND W14 PROFILES 99 STORM DRAINAGE PROFILES (SHEET 5 OF 31)
100 STORM DRAINAGE PROFILES (SHEET 6 OF 31)
26 GRADING AND DRAINAGE SHEET INDEX 101 STORM DRAINAGE PROFILES (SHEET 7 OF 31)
27 GRADING AND DRAINAGE PLAN (SHEET 1 OF 37) 102 STORM DRAINAGE PROFILES (SHEET 8 OF 31)
28 GRADING AND DRAINAGE PLAN (SHEET 2 OF 37)
29 GRADING AND DRAINAGE PLAN (SHEET 3 OF 37) 103 STORM DRAINAGE PROFILES (SHEET 9 OF 31)
104 STORM DRAINAGE PROFILES (SHEET 10 OF 31)
30 GRADING AND DRAINAGE PLAN (SHEET 4 OF 37) 105 STORM DRAINAGE PROFILES (SHEET 11 OF 31)
31 GRADING AND DRAINAGE PLAN (SHEET 5 OF 37) 106 STORM DRAINAGE PROFILES (SHEET 12 OF 31)
32 GRADING AND DRAINAGE PLAN (SHEET 6 OF 37)
33 GRADING AND DRAINAGE PLAN (SHEET 7 OF 37) 107 STORM DRAINAGE PROFILES (SHEET 13 OF 31)
34 GRADING AND DRAINAGE PLAN (SHEET 8 OF 37) 108 STORM DRAINAGE PROFILES (SHEET 14 OF 31)
109 STORM DRAINAGE PROFILES (SHEET 15 OF 31)
35 GRADING AND DRAINAGE PLAN (SHEET 9 OF 37)
36 GRADING AND DRAINAGE PLAN (SHEET 10 OF 37) ~ P 0 R T 110 STORM DRAINAGE PROFILES (SHEET 16 OF 31) 111 STORM DRAINAGE PROFILES (SHEET 17 OF 31)
37 GRADING AND DRAINAGE PLAN (SHEET 11 OF 37)
38 GRADING AND DRAINAGE PLAN (SHEET 12 OF 37) 112 STORM DRAINAGE PROFILES (SHEET 18 OF 31)
113 STORM DRAINAGE PROFILES (SHEET 19 OF 31)
39 GRADING AND DRAINAGE PLAN (SHEET 13 OF 37) 114 STORM DRAINAGE PROFILES (SHEET 20 OF 31)
40 GRADING AND DRAINAGE PLAN (SHEET 14 OF 37) 115 STORM DRAINAGE PROFILES (SHEET 21 OF 31)
41 GRADING AND DRAINAGE PLAN (SHEET 15 OF 37)
uNCOw co. Nurn~uF 42 GRADING AND DRAINAGE PLAN (SHEET 16 OF 37) casroN co. ~ 116 STORM DRAINAGE PROFILES (SHEET 22 OF 31)
117 STORM DRAINAGE PROFILES (SHEET 23 OF 31)
43 GRADING AND DRAINAGE PLAN (SHEET 17 OF 37) ' 118 STORM DRAINAGE PROFILES (SHEET 24 OF 31)
44 GRADING AND DRAINAGE PLAN SHEET 18 OF 37 ~ ( ) 119 STORM DRAINAGE PROFILES (SHEET 25 OF 31)
45 GRADING AND DRAINAGE PLAN (SHEET 19 OF 37)
i 46 GRADING AND DRAINAGE PLAN (SHEET 20 OF 37) 120 STORM DRAINAGE PROFILES (SHEET 26 OF 31)
47 GRADING AND DRAINAGE PLAN (SHEET 21 OF 37) n 121 STORM DRAINAGE PROFILES (SHEET 27 OF 31)
122 STORM DRAINAGE PROFILES (SHEET 28 OF 31)
48 GRADING AND DRAINAGE PLAN (SHEET 22 OF 37) 4e 123 STORM DRAINAGE PROFILES (SHEET 29 OF 31)
49 GRADING AND DRAINAGE PLAN (SHEET 23 OF 37) 124 STORM DRAINAGE PROFILES (SHEET 30 OF 31)
Mf. HOLLY 1 ~ 27 50 GRADING AND DRAINAGE PLAN (SHEET 24 OF 37)
~ 51 GRADING AND DRAINAGE PLAN (SHEET 25 OF 37) es 125 STORM DRAINAGE PROFILES (SHEET 31 OF 31)
126 CROSS SECTIONS (SHEET 1 OF 15)
52 GRADING AND DRAINAGE PLAN (SHEET 26 OF 37) 127 CROSS SECTIONS (SHEET 2 OF 15)
53 GRADING AND DRAINAGE PLAN (SHEET 27 OF 37) es 9¢~oNr ~WaesaN a~ro 128 CROSS SECTIONS (SHEET 3 OF 15)
54 GRADING AND DRAINAGE PLAN SHEET 28 OF 37 ~ CHARLOTTE (
m 55 GRADING AND DRAINAGE PLAN (SHEET 29 OF 37) 129 CROSS SECTIONS (SHEET 4 OF 15)
7 c~ucu~s j 130 CROSS SECTIONS (SHEET 5 OF 15)
56 GRADING AND DRAINAGE PLAN (SHEET 30 OF 37) a~ 131 CROSS SECTIONS (SHEET 6 OF 15)
57 GRADING AND DRAINAGE PLAN (SHEET 31 OF 37) it 132 CROSS SECTIONS (SHEET 7 OF 15)
58 GRADING AND DRAINAGE PLAN (SHEET 32 OF 37) ~ ~ a
59 GRADING AND DRAINAGE PLAN (SHEET 33 OF 37) ~ ' 133 CROSS SECTIONS (SHEET 8 OF 15) i
cascoN- ~ uiNr NiLL 134 CROSS SECTIONS (SHEET 9 OF 15) uiur Hiu
60 GRADING AND DRAINAGE PLAN (SHEET 34 OF 37) ro~cco. 135 CROSS SECTIONS (SHEET 10 OF 15)
61 GRADING AND DRAINAGE PLAN (SHEET 35 OF 37) 42 136 CROSS SECTIONS (SHEET 11 OF 15)
62 GRADING AND DRAINAGE PLAN (SHEET 36 OF 37) -
wm{~ws / 63 GRADING AND DRAINAGE PLAN (SHEET 37 OF 37) ` w.. / 137 CROSS SECTIONS (SHEET 12 OF 15)
5 STPllINOS 49 64 STORM DRAINAGE SUMMARY iucs 138 CROSS SECTIONS (SHEET 13 OF 15)
a / 139 CROSS SECTIONS (SHEET 14 OF 15)
65 DRAINAGE AND EROSION CONTROL PLAN SHEET 1 OF 10 i~ PINENLLE ( ) e s~ ~ wwr mu 140 CROSS SECTIONS (SHEET 15 OF 15)
66 DRAINAGE AND EROSION CONTROL PLAN (SHEET 2 OF 10) ~G.
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w THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROUNA 28217
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ON SEPTEMBER 11, 2007. 4944PARKWAY PLAZA BOULEVARD, SUTTE350
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N > ~ ~ ~5 + 35+00 40+00 ~ ~ ~ ~ ~ m 0+00 45+00 50+00 ~ ~ ~ ~
s { ~ ~ ~ 1 ~ { ~ t 7 r r I i # t ~ ~ blAo
~ ~ ~ s 1 j i i l£ ~ j 1 ~ ~
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1 i = r ~ l ~ t l 734 s ; J } , ~ f ~ s ;
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ENTf~A''JCF i ~ ~ I J ~ ~ Z
! t f e i i S t ' ~ ~ [ ` ~ ~ ~ ~ j i # A t S ! f$ f S ~ 1 {S S 1 f F L~ ~ 4Y .732 ; 1 i t 1'. # 1 4 ~ c / ,
f ~ j ~ ~ ! 0 ~ ' ' / i - } j s ~ ~ ~ ' ! ' ! . _ ~ o d ~ ~ _
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730 r i r ~r PS ~ ~ 1 w O<
42 ~ ~ ~ _ , ~ F I F 720 ' .i r ~ , j ~ , r~ , t_ 3 . z
- ~r / 1 ~ ! ' 6 f / F I 1 ~ ~ e ~ d i / ~ i ~ ~ ~ ~ f ~ ~ F r° ~ ~ ~ f ~ ~ ~ il.`~ i
- -TD <-TD '-TU 4- _ ~ ~ i RSA ~ it ~ i 7 t t 1 I I l ~ } f t ~ W
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I W~iLL 2 i ~ { 4 --i°--~^ n t ' f t ' . f 7F 1 r r 1 / 1_ ~ j ~ I iii , a~-~ ` . ~ s Z ! i ~ i ~ ~ ~ ~ ~
. ~ 6" RCP - 1 ~ F 7 ~ ;i
~ ~ t ~ ~ . , f
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_ , 2
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~ ~ ~ C~NS ~RCJ~CTION LIMITS
~ ~
" t f'"
r? - J J F ~ CP U~ -
~ 1 j fir' 742 ~
1 ~ ~ ~ n / # t I 1 ~ r 1 ~ 35+00 ~ / 45+00 ~ I 50+00 Z
Wg
~ ~
r ~ ~ f' f ~ r-r"' ~ _ a a ~ Z J
f ~ ~ ~ , ~,~,r1-~J2 ~
r ~ ,f~ ~ _
I 7 } ~ t ~ ~ ~ l / 4 ~ v,,r ~ t , q C ~ ~ ~ ~ Q II
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r f Z ,t ~
t ~ ~ i ~ ~ ~ o'~ ~ 740 ~w..-- ~ 7~ W ~ r ~ i z i ~ Q
r.~ _ , _ t U 4 ~ J Z ~
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71 \I ~
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~ - 71 14 .
LEGEND ~ { ~
EXISTING CONTOUR PROPOSED FLARED END SECTION WITH OUTLET PROTECTION Q _ _-,M Z
EXISTING STORM DRAIN ~ PROPOSED INLET PROTECTION IP-6.52 DRAINAGE, E&S CONTROL ~
NOTE: DRAINAGE, EXISTING DROP INLET ~--FF PROPOSED SILT FENCE SF-6.62 1. PROPOSED CONTOURS ON THIS SHEET ARE THIS
2' INTERVAL CONTOURS, EXISTING CONTOURS ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
~699~ PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH TD-6.20 ARE SHOWN AT 1' INTERVALS. p' SEALED BY RONALD A. SEALED BY PATRICK E.
~ 100' 50' 0 100' 200' 300' SEALED I
/iuu- r'NUrU~)tu Nutx lUN UUK PD-> PD-> t-LKMNNty uVLKbUN u UH GEIGER GEIGER, N.L. LICENSE 1 1J` IURNEY, N.E., N.L.S., 66
2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 NUMBER 1, ¦ PROPOSED STORM DRAINAGE STRUCTURE ® PERMANENT DIVERSION DITCH ID NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS
FOR STORM DRAINAGE INFORMATION. SCALE IN FEET 18, 2008 PROPOSED STORM DRAINAGE PIPE - - PROPOSED CONSTRUCTION LIMITS SHAL 18, 2008. THIS MEDIA ON MARCH 17, 2008. 4944PARKWAY PLAZA BOULEVARD,SUM350 SHT. SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT 3. EXISTING EROSION CONTROL MEASURES SHOWN 1"=100' CONSIDER[ WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
TSD TEMPORARY SLOPE DRAIN OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

r ~ ~
LEGEND
EXISTING CONTOUR ( PROPOSED FLARED END SECTION WITH OUTLET PROTECTION w uoi r ~ 0 0
EXISTING STORM DRAIN ~ PROPOSED INLET PROTECTION IP-6.52 86 88 87 88 89 ~ ~ r ~ 0 o O
EXISTING DROP INLET ~F PROPOSED SILT FENCE SF-6.62 C ~ i ~

~699~ PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH TD-6.20 y TO 71 72 73
700 PROPOSED INDEX CONTOUR PD-> PD-> PERMANENT DIVERSION DITCH ' / ,
¦ PROPOSED STORM DRAINAGE STRUCTURE ® PERMANENT DIVERSION DITCH ID
• ~ ~ ~ PROPOSED STORM DRAINAGE PIPE ~ PROPOSED CONSTRUCTION LIMITS
SEDIMENT~T"~Af'-R37 - EXISTING 74 ~ EXISTING ROCK-~9A~1 15 Z ~
~ Kut-rNuY.r,;! ~ PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT ~ TOP OF DAM WIDTH = ~5 FT. ~ . O z Z
~ DIMENSIONS: 135'X30'X4' FT. i~ ' TSD TEMPORARY SLOPE DRAIN ~ cn _ Q
~ ~ i , _
~W ~ T~~,~ - ~ ~ SEDIMEN ~J ~ i i SEDIMENT TRAP R38 ~ ~ o
'V ' ~ S , . - TOP OF DAM ,ROW ROWS ROWS ~ i~ ~E'_ ~i~~~ ROW ~ DIMENSIONS: ~ TOP OF DAM WIDTH = 5 FL ~ ` E ~ ~ DIMENSIONS: 70'X35'X4' FT. ~ ~ ilPv'G SEDIMEf~T ~ 7A~~ ~ w 3 ~ ~
e.~ ROW ~ ~ ~ ~LXic>-I~i~ Rc)Cr~. uA~,~ 1~ ~ PDaF H ~D~ z w T ~ °1G ~ O w ROW ROW ROW ~W~ ROW a~ - ~ R U o
D- ~~RO ~ ~ ~ r ~ ~ ~ ~ f ~ ~ ~ ~ - ~ r7
> ~ _ ~ ROW TD >TD- ~ ROW 3ROW ~ --t' ~ 1.~~ HD~-Ei~D1r~AiL~ _ ~ ~ - o ~ z
~ w o = U
~ ~ ~ _ ~ Tfk~~ - , 710 - TD<- < < STD<- -Tg ~y ~ ~~D T TD= TD-> ~>TD > TD-> T D-~T~-~ ~ U „o ,M-- - w ~ ZO
f d_.. t _ ~ ~ t~ , 1 i } T6'< TD~-TD<- ~ <-TD<-TD ~-TD<-TD<-TD <-TD<-TD - no < D ~ i ' -
- _ ' ~ ~ REl!.Q~AED'N~i?LLACE NEE R~Ab' ~ ~ ~ - ° ° U/ ~ J ~ O
° ~ , ,
< D< <-TD T ~ - - D D < D<-T~<-TD<-, D TD->TD->TD > > 'gyp->TD- ->TD-> >TD~>TD- >TD-`~1~ i ~ 0 ~ , >TD-~llb->TD-> - a <=-<-TD<-T~<-TD<-TD<-TD< Q <-TD<-TD<-TD -TDB ~ N ~ ~
_ 7> , ~ 1 , r F- i
7 ~ ~ 7 - N ~
730 730 ~ 7 O o ' ~ 0 O
730 V) , ~ 7 -w. _ 1 4 R~ P ~ _R.. 30 R~ ~ - ~
~ ~ ~hl)2-02~ ! ~ ~ ~ K02-04 ~ ' ~ a H02-081 H02-~ ~ s1 w w N~ Q w H02-
J ' SIN" 3A `....AOCK DAM R36 ~ ~ i ~ ' H~C~?,-04~ ~ ~ N ~ ~ o
e F DA,~ VfQbTH - 5 PT. ~ ~ ~ t ~ ~ ~ ~ ° ``a f f ~ ~ ~ • r ~ ~ i ~ ~ 7~ } ?r III 111 TOP OF .QA~lv1 WI~~ 1 ~ ~ 5 FT. 'T ~ ~ ~ ~ m w ~ m o
ME"trt90 'X4' FT. ~ ~ i ~ I ' ~ ~ ~ ~ f i € ~ ~ s 1 F ~ ~ ~ `lv t ) ~ t F ~ \ ~ ( rl ~ ~ DlffiE~1~SI0fyS: ~ 25~' 3p'X ' T. 38 i tj ~ ~ i D m ~ ~
_ ~ ~ 7 ~ ~ _ ~ T TOP OF DAM WIDTH = 5 FT. ~ 9 ; Z U U Z Y - ~ ~ ~ DIMENSIONS: 100'X30'X4' F 4 ~ ~ ~ ~ U
~ t # O O Q w w ! _ t W ~ ~ ~ I Q
~ d d ~ U ~

~ 55+00 60+00 65+,JO 70+00 0+00 75+00 /
Y! ~ J
X - -
r r m ~ ~ T
~ 55+00 60+00 ' 65+00 70+00 X / 0+00 75+00 ~ ~ H
~ / d ~ . ~c
O
~
- ~ ~c ~ 0-
i / ~ f '
i , ' f j r , 1* it I T ' T ~ ' t;"" W°'
t'',`
W ~ _ ~ ~ ti,_ , , ` ~ r 0 t
~ ~ ~ ~ ~ ~ , ~ ~ ~ 1 ~ roc ~ ~ 1 1 f' ~
, l,p ~ ~ XXX r
~ i rf ~ 1 j 7 1 ~
TM ~ ~ . j~ ,r f
3~ R 36,'J RCP s ~ ~ ~ - - _ - - - ~ , - ' ~ V
. • ~ ~
1 f ~ ' ` - -
A-"°° f a ~ _ _
1 e Z ~ [ 1
t
n
738 CJ
~V
- S ~ - - I I I
55+00 ~ c;~ 60+00 65+00 7G~+00 L1+00 75+00 / 80+00 Z
738 wg
_ , _ i a a
~
r ~ } } } I ~I013 08 . ~ + ' ~ ~-18 CP ` 1 '~o ae ~ ` ~ ' ; ' , ~ ~ r ~ ~ } o -i~,~~ ' ~ ~ 0 r- 24 RAP ' ~ =2~4~ ~~P, ~ ~ ~ ~ ~ o
~ ` ? ~ t - - - - - } , , ~ 3 ~ Z it
- - - ~ t ,F } ~ ~
~ , r r ~ ~ ~ 0 ^ r O w
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1 72o s ti 0 O - ~ W~ ~
u U' 720 i C~ ~ ~ . _ ~ F
~ ~ I _ 1 ~ ro G' ~ ~ ~ Z ~ ~
^ f J J ~ t v # ~ ; r r, ~ ~ t ' # _ 710 r ti r f t 710-- W
r - ~ r ~ z
w
't 1 ~ { o ~u.. ~ 700
i ~ ~ ~ r t j ~ ,v' `S { i ! I ' t { ~ t ! ~ l ~1,~ I 890 ? ~ ~ ..P i
} ~ ~ ~ t ~ ~ -1 690 , i ¢ ~ { ~ ~ / i ~ # ~
i 1
s ~ { ~ I # ~ ~ ! ~ ~ i ~ ~ x ~ ~ ~ SEDIMENT BASIN 7 r r~ a~~-~., 1 i ~ ! ~ SEDIMENT B SI~ 1b ~ i g ~ ~ ~H1J-AiSFfi~) ~COI~ST~~',UCTIO'N ,~CiM!IT~ ~ T,--,, ~ , ~ ` ` i Q ~
~ t ; , TOP OF DAM - 693 ~ ~ ern" ~ l ~ ' ` 1 s ~ ~r OF DAM = ~ ~ 11 I F r ~ 1 ~ I
~ ~ i J BASE OF DAM = 680 _J ~ ~ ti ' _ ~ ` ' BASE Or D.,M = 02~ ~ ; V ~ N
i I ( } ~ ; 1 1 TOP OF POOL = 691 - „ ET Vr ~ T ~ ~ } 4 ~ i ~~1 TOP OF ^OOL = :706 . ~ , 1 ~ ~ ~ o i . ~ ~ , , a ~ { F ~ ~ ~ TQi' a DAM h~IDTH 8 FT. ~ ~ ~ ~ o
+ I ~ TOP OF GAM WIDTH 10 FT. a._.m ~ ~ ~ ~ E ~ , j } ; ~ ~ DI!;~~ENSIONS: x300''x4 F'Y. ~ I ~ 0 ~j
1 1 % r~, ~ DIMENSIONS: 600'x170'x6' FT_~ r ~ ~ , ~ ~
°ti tt ~ r i r
DRAINAGE, E&S CONTROL ~
NOTE: DRAINAGE, 1. PROPOSED CONTOURS ON THIS SHEET ARE THIS
2' INTERVAL CONTOURS, EXISTING CONTOURS ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
ARE SHOWN AT 1' INTERVALS. 100 50 0 100 200 300 SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
GEIGER, GEIGER, N.L. LICENSE 1 1J` IURNEY, N.E., N.L.S.,
2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 SCALE IN FEET NUMBER 1, NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS
FOR STORM DRAINAGE INFORMATION. 18, 2008 1"=100' SHAL 18, 2008. THIS MEDIA ON MARCH 17, 2008. 4944PARKWAY PLAZA BOULEVARD,SUM350 SHT. SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
3. EXISTING EROSION CONTROL MEASURES SHOWN CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

/ ~ .rt
~ r r ~ ~ ~
LEGEND _ _
EXISTING CONTOUR ( PROPOSED FLARED END SECTION WITH OUTLET PROTECTION _ i Q \ \ \ \
' EXISTING STORM DRAIN ~ PROPOSED INLET PROTECTION IP-6.52 OW oN ° 0 0 0 0 °
. ~ .s RCw I _
EXISTING DROP INLET ~--FF PROPOSED SILT FENCE SF-6.62 ~ '~rr~ ~rTi .n ( ~Ni3:Ai • w
~699~ PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH TD-6.20
/700 PROPOSED INDEX CONTOUR PD-> PD-> PERMANENT DIVERSION DITCH _ ~ v - ~
1f~J J (n Z
¦ PROPOSED STORM DRAINAGE STRUCTURE ® PERMANENT DIVERSION DITCH ID
~ ~ ~ ~ PROPOSED STORM DRAINAGE PIPE ~ PROPOSED CONSTRUCTION LIMITS _ 0 K A R ~ ~ OWE ROW ~ _ - 9 •w ~ ~ > _ _ C~ Z
PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT uvi-frv~~!NPLL) - RF _ _ TOP OF DAM WIDTH - 5 FT.
TEMPORARY SLOPE DRAIN - - ~ DIMENSIONS: 125X60'X4' FT. ~W TSD ---R~ ~ ~ z o ~
~ R FGG'-10-~N ~ RO ~~,G'-10-~N JWALL ; ~~a---.~`~r~~ o - - v > ~ ~ cn _ ~ 4' ; r~ , W U ~ Z
t ' RO ROW ~ - ~ , ° z O w
i' < ROW ~ ~ ~ ~ o~ ~ ~ ~ , ~ G111-02-LN~W,4L~.~ ~t~ 2 ~ , w ~ ~ ~ ~ ~
72 ~ 0 _ 7 J O W ~ W O
~ W i ~ ~ ~ ~ D ~-r ~-i,v ~-F' <-pD ~ ~ ROW f~V, ~ ROWS ~ RO ~ u~ :-PD ~ ~ TD ~ , ~~n ° ~ Q ° W
[ Pik ROW-__ R0~1~..____ I_h14 ~ PD~ ~ TD< , T~ < } _ ~T~ 2~ ,11 , J 7 r- ~ ~ ~ ~ J U ~
'pC, ~ G03-0~;-ENDW~ALL ,oo ~ ~ , -.,~-HF~~CrWALL~ ' ~ U z z ~ Q ~
~'P -T _ no _ -TD<-TD< ~D ~ ~'~=fi~~ 732 ° ° W ° 3 U
D ; 6<-TD - - ~ p- T ->TD-> ~ ` ' _ <-TD°°,~<~TD , '-0~) ' _ _ I Z W U Q _ _ ~
-TD<-TD<-TD<-TD TD<-TD<-TD - TD->T - < TD ~ ~ (00-i "00-~A~•~Hu4DVVALI.1 ~J EXI S-~ ~ N ~ ~ w ~ w ~ ~
` ~ ~ 1 EXI ILIG S~DiwIENT BA:,IP~ ~+A . ~i r• ~ c ' I ' I .1 ~ _ ~ ? r ' SDGIM..~!T ~ w Q w ~ p t~,iS ~!NG ROCK DAM 8 ~ 5AS1N 7A W ~ ~ ~ ° ~ v
~i~LO~.A L VV,4~LACt. NEIL ROA.O ~ ~ ~ ~ Grn~ ~ - ``,ti _ - t 1 rc0 ~ N ~ ~ ~
- D<-TD< TD - - <-TD _<-TD<-T ~D <-TD<- < TD-~-TD<-TD<-TD <-TD<-TD<- <-TD<-TD<-T - T TD - TD D < ~ ~ A~ ~ ~ ~ TD -TD<-TD< ; ~ ~ ~ ~ ~ ~ r
_ - jD <-TD <-TD <-rn ~ ~ ~ TDx <-;D TD-~ ~
- ~ , „o X30
r , a / ~ i { r , ~ V a _ ~ ~ O ~ i ° O
R~~ ~ ~ i L ~ ` F N ~ m O ~ ~ o ~ ~ U
? f 7 E-- l ~ 1 I ~ W W N ~ Q W
d - - 1 I i I ' ~ H0~-~l~ ROC - ~ R , ~ ~ t i . i 2 F.XI.,~_,~~ 5~~~~~~LP I ~A_~I 4E3 ~GO~_02~ ; I f W d N ~ ~ °
TOP OF DAM WID H = 5 FT. ~ - r }
DIMENSIONS: 80'X30'X4' FT. ~3s ~'~~GK G~Ah~ ~ ~ I ~ ~ ' , ~ ~ I ~ C ~ O m W ~ m °
r 7 i r, t ~~1~ , } ~
i I ~~N CAF ,M - 71`5. ; :
t' 1'~- - ,SASE OF ~T`~M = 7"2.0 ~ ~ Z W C~ ~ ~ ~ U W
i 0P OF r~~',)~7'. = 7l ~.0 TOP CF C;-}q WIDTH = 5 Fl. I I
BOTTOM C'~.f::',. - 709.0 U
~DIMEP;SIG!~d_;~ 1zn~x~0'~:;' r f ~ W
~ 710
85+00 90+00 95+00 100+00 J = ~0+00 r 105+00 110+00
G I
r ~ _ _ -
M T
W 85+00 $0+00 95+00 100+00 4+00 105+p0 I 110+00 C ~ ~ H
o ~ L ~ ~
r ~ ~ ~
~ , cn
l ~ 1 t , ~ ~ ~ 0
~ / t f ~ ,1 ' a ~ I i 1, r j
f r _ 1 ' ~ ~ ~
,1°'J ~ ~ , ~ , ~ , ~ ~ ' c J i f I } 'I~t G ~ ~ ~ f ~ } ~ f# t z
~ I _ f I i{ r f I i ~ i ~ ; ~ i ~ C,J ~l
r'' ~ { • 1`0 ~ s 1 ` ~ ~ , ~ c i 9 ~ ~ 2 ; I `ate 1 i r S ~ I ~ 4 Q ~ O I
. 1 ' r $ i ~~f 4 ) ~ ~ i G 6 ` s i ~ l ~ l~ ~ r
~ ~ ~ ~ o ~ l7 \ ~ I r,..: 0
~trl! ~ ~ ' ~ r' r ~ ~ ~ Z
r` ~ ,r' 1 ~ [ t,,"- ~ ~ 1 \ ~ i 1 730 ~ f : 17 A ~
~ \ ~ \ ~ W
~ao4=~~ ; ~ ~ ~ ~ ~ ~ ~
~ i ~ t 1 !!f ~ ~ f G04 t ; ? ~ sz { ~
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ETA
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~ i ! ,r" e /
~
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85+00 90+00 95+00 1 +00 +00 ~ 105+00 ~ I 110+1, 0 Z
Wg
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H08`-06 ° G06 Q4 13" RCP" n' ~ ~ r,~s-os - - ~La-OF : O ~GO~ - - ' L'~" f~CP _ - ~ ~ ~ o
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r ~ ~ ~ ~ ~ I ~ t 1~ d -
~ y t~ 1 ~ _ _ ,a ~ _ G 0 p J
I J , 730 - 11 - ~ V ~ E!MENT ASIN 1:5A _ ~ Z ~ Q
~ E ~ ~ } ? o _ - , U j o of nH~~ _ ~ e - - y _ y _ J Q Z ~ ~
rn - - _ ~ - P. 720 _ P DGFDAM 6 gl ~ 729 ~ ;,f i=' ~ O
~ , 1 ~ 1 1 ~ I , t _ - ~ i ~ nF Poop ~o~ ~ W ~
{ - TI f ,t ro . ~,B T~POFDAMWGTH= 1p~.~ ~ ~ ~ J Z B ~ OM ELEV_ - _ J
r ~ ~ - i no , U i' ~ j t
~ s ~ Q
.54 fz„ ~ 7 ~ - ~ ~
~r . , , I I SEA! ,12
s ~ ~ s - ~ TCP OF U - ~ 704 ~ ; ~ t { - P I t
s f1 ~ } TflP ~ -DP.M = /05 4 = ~ ' BASE CF AM ~ `*~97 .~w f t 1 ~ ~ ~ O~ DAivl = G97 ~ TCP OF POOL- 70 t 719 ~ W a o
1 i ; ~ ~ ~ , I r ~ ~ s T OF COL 102 i I ~ ~ TOP D~~M WI TH FT. ~ ~ i+ l f ~ ~ _ ~ W
r . ; , ~ I F ~ ~ , . ~ ~ OP D W1DT ~ 8 F i ~ ~ I ~ BUT C~M ~~EV. _ ~i97 ~ j j ~ ~ ~ 1 ~ ~ ~ BOTTO ELEV. i= 6'97, ~ ~ [li ENS1CrIS: 270'x?~10 x4 FT. ~2 ~ ~ I - H ~
l r r i i z~ I - ~ o r I ; ! ~ _ z { 1 f ~ o ~ DIM NSIQNS:s ~50'x200'x4 rT. ~ - 73p Y Q ~
o ~ I
1 i t 7 r I Z $ f f 7 ~ ! t 1 t ~f/ ~ 710 ~ ° a a
~ F ~ 7 14 ~ 1 ~ z ti <-Pu,<-PD <-P ~ _
t~ x 1 ~ ~ ~ t w I r
85 88 87 86 89 -nc ~ ~ P.30 ' r~' ° - _ ~ F10-RISER Q
DRAINAGE, E&S CONTROL ~
NOTE: DRAINAGE, I 1. PROPOSED CONTOURS ON THIS SHEET ARE
THE PROPOSED CONTOURS SHOWN FOR THE FUTURE THIS 70 71 72 73 2 INTERVAL CONTOURS, EXISTING CONTOURS ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
WALLACE NEEL ROAD BETWEEN WALKERS FERRY ROAD 100' 50' 0 100' 200' 300' AND EXISTING OLD DOWD ROAD WERE PROVIDED BY ARE SHOWN AT 1 INTERVALS. SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
GANNETT FLEMING AND ARE FOR ROUGH GRADING FEEE~ GEIGER GEIGER, N.L. LICENSE 1 1 J` I URNEY, N.E., N.L.S.,
OPERATIONS ONLY. REFER TO ROADWAY RELOCATION 2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 SCALE IN FEET NUMBER 1, NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
74 PLANS PREPARED BY GANNETT FLEMING FOR FOR STORM DRAINAGE INFORMATION. 18, 2008 18, 2008. THIS MEDIA ON MARCH 17, 2008. 4944PARKWAY PLAZA BOULEVARD,SUM350 68 SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
PROPOSED FINISHED GRADES TO ESTABLISH FINAL 1"=100' SHAL CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
SUBGRADE AND PAVEMENT COMPONENT ELEVATIONS. 3. EXISTING EROSION CONTROL MEASURES SHOWN CONSIDER[ WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

~ ~ ~
CUv~;TRUO?I;)f~l E~1~1~T5 ~ R ROW---~- ROW--_ RO RAW W ROWS t ~ o 0 0
0 E.X ~ I~ F~fJ ~R ~ -ROW ~ ISTIN~ ~ED.~1_ T Ar' 10H ~
ROw no--~; ~ R O W w ~ ~ ~ O N
CW nom r ROW. R ~ , ~ - ROW_ ~ ° 0 0 0
oW_/ ~ - ~ et ~ - ~ Row ~
~ _ ~ t n ~ ; ~ Row\ . ~ ~
- ~ o~ o ~ _ t . t z a ROw\
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7+ - ROw~
r ~ ROw~ ROWS RO cn
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s° ' S ~ ! ' / W ~
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~ ~ cn
l~ ~ O w ~
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s ~ i - ~ o EST ~R;~P i3a TOP ~a.~~~ = tQ~` i (01-06 RAGK DA 2 ~ ,r ~ 1. - tq~ ~ ~ ~ W W
- / ~ R,"y;~ OF GAM = 0 0 1 TOP OF G?M = 704.5 TOP OF i~A~1 710 P = 080 li w ~ gc0 ° Z °
r ~ - i ( - - BASE OF DAM - 706 ~_i0 v. PJOL ~ 6 0 BAS~_ CF DAM - , 00.0 ~ E);1S 11NG SEDIMENT ?RAP 11 TOP Or POOL = 709 ~ ~ i0P Gr ~)Hiv! W~DI'i = 10' T. NDI~i = 10' FT. ~ w w ~
?OP 0~~ POGL = 703.5 ~ _ I - ~FV - ~ ~ T~ OF UAM WIDTH - 1')' ~ ~ , sOT~OM EL_. 8~ TOP OF D,~M WIDTH = 5 F I. ~ ~
~ 0 I - ` ~ ~ BOT70M E~EV 7C6 ~ ,ME~~~!~~"~--OO~x4v0_x.~'_FTm BOT 'OM LEV. 700. 734 x4G0~x.S FTm 4~ ~ ~ I ~ ~ ~ ° _ SEE ~ETA~~ I ~ W Q J
r~ ~ ~ DIMENSinFic: ?30'n50'x5~ Fi I ~ ,I ~ i~ ~ ~ O
fi _ ~ ~ °19 ~ /i~~ i ; ~ ~ _ L ~ :.ni_~ ~'l - ~ ~J$-O l ~ N ~ ~ In
~ ~,i f f }f, ~ , PO oG , ~ ~ r
~ , $ ~ .3„ ~ ~ ~ P no. no
~ , ~ 720 3 C ~ N
" 1 ~ r t r 720-- -7 t r r t f{ ~ ~ - 720 30 ~ ~ n F ~ , i,. ;2-~ L~"i 1 ~ o 0
~ ' ' ~ { r ~ € 730 s r` 730 f ~ t ~ 730- ~ ~ ~
{ V. ~ ~ f - r- ~ 730 r ~ f 73B _ ,
~ ,f ~ j) - - - 730 1730 ~ ~ ~ ~ W W N ~ Q W
-73e i ~ f fl i ) ~ ~
/J ~ j f tl ~ ~ ~ ~ ~ F P , ~ SF,:~ - 697 i W Z o Z ~ co m ~
Y f E DA~r~ = 66G
- ~ ~ I P 0 {iAl~1 ~~i~lilTH = 10 FT ~ C7 ~ ~ ~ U
734 Jp ; ~ ~ TTi~ ELEV. 666 ~ w U'. Ei .:~N 370'x1 Z' 'xP' FT. ~ w ~ ~ ~ = Q
- 7JE i ° d d ° U °
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, e~J ~ ~ BHOE' DhM = 598 PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT a ~ p
< ~ ~ P ~ P2O ~ I TOP OF PG~L = 703 , TSD~ TEMPORARY SLOPE DRAIN D ~j
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DRAINAGE, E&S CONTROL ~
NOTES: DRAINAGE, 1. PROPOSED CONTOURS ON THIS SHEET ARE 4. DISCHARGE FROM SEDIMENT TRAP 13B SHALL BYPASS THIS
2' INTERVAL CONTOURS. EXISTING CONTOURS SEDIMENT TRAP 13A. THE PROPOSED CONTOURS SHOWN FOR THE FUTURE ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
ARE SHOWN AT 1'INTERVALS. WALLACE NEEL ROAD BETWEEN WALKERS FERRY ROAD 100 50 0 100 200 300 SEALED BY RONALD A. SEALED BY PATRICK E.
a~in wicnnir_ ni n nn~em Rnan IAIQRC QRnVInCn [zv SEALED I
2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 "1 1 I-/ L IV - VVTVV NV(l vvLIxL ,.,v VLV GEIGER GEIGER, N.L. LICENSE 1 1 J` I URNEY, N.E., N.L.S.,
GANNETT FLEMING AND ARE FOR ROUGH GRADING NUMBER 1 FOR STORM DRAINAGE INFORMATION. OPERATIONS ONLY. REFER TO ROADWAY RELOCATION SCALE IN FEET NUMBER 14613 ON JUNE LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
3. EXISTING EROSION CONTROL MEASURES SHOWN 19, 2007 PLANS PREPARED BY GANNETT FLEMING FOR 1"=100' SHAL 19, 2007. THIS MEDIA ON JUNE 19, 2007. THIS 4944P~(WAYPLAZA BOULEVARD,SUM350 69 SHALL NOT BE MEDIA SHALL NOT BE
WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE PROPOSED FINISHED GRADES TO ESTABLISH FINAL CONSIDER[ HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 CONSIDERED A CERTIFIED of the Carolinas CONSIDERED A CERTIFIED
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. SUBGRADE AND PAVEMENT COMPONENT ELEVATIONS. DO DOCUMENT. DOCUMENT. PHONE: [phone] FAX: [phone]
www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

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LEGEND f c w~- .
EXISTING CONTOUR ~ PROPOSED FLARED END SECTION WITH OUTLET PROTECTION
EXISTING STORM DRAIN ~ PROPOSED INLET PROTECTION IP-6.52 ,
DRAINAGE, E&S CONTROL ~
EXISTING DROP INLET ~--~F PROPOSED SILT FENCE SF-6.62 NOTE: DRAINAGE,
699 PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH _ 1. PROPOSED CONTOURS ON THIS SHEET ARE THIS ~ TD 6.20 2' INTERVAL CONTOURS, EXISTING CONTOURS THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
100' 50' 0 100' 200' 300' ORIGINALL /700 PROPOSED INDEX CONTOUR PD-> PD-> PERMANENT DIVERSION DITCH ARE SHOWN AT 1 INTERVALS. SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
GEIGER, N.L. LICENSE 1 1J` IURNEY, N.E., N.L.S., ~0
2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 SCALE IN FEET NUMBER 1, PROPOSED STORM DRAINAGE PIPE PROPOSED CONSTRUCTION LIMITS FOR STORM DRAINAGE INFORMATION. 5, 2007. NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS
5, 2007. THIS MEDIA ON MARCH 5, 2007. 4944PARKWAY PLAZA B0ULEVARD,SUM350 SHT. SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARL0ITE,NORTH CAROLINA 28217
PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT 1"=100' SHAL 3. EXISTING EROSION CONTROL MEASURES SHOWN CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
TSD TEMPORARY SLOPE DRAIN G WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202
L ¦ PROPOSED STORM DRAINAGE STRUCTURE ® PERMANENT DIVERSION DITCH ID FEEE~ GEIGER,

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EXISTING CONTOUR ~ PROPOSED FLARED END SECTION WITH OUTLET PROTECTION
EXISTING STORM DRAIN ~ PROPOSED INLET PROTECTION IP-6.52 Q z
DRAINAGE, E&S CONTROL ~
EXISTING DROP INLET ~--~F PROPOSED SILT FENCE SF-6.62 NOTE: DRAINAGE, 1. PROPOSED CONTOURS ON THIS SHEET ARE THIS
~699~ PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH TD-6.20 2' INTERVAL CONTOURS, EXISTING CONTOURS THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
100' 50' 0 100' 200' 300' ORIGINALL ~700~ PROPOSED INDEX CONTOUR PD->~ PD-> PERMANENT DIVERSION DITCH ARE SHOWN AT 1 INTERVALS. SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
¦ PROPOSED STORM DRAINAGE STRUCTURE ® PERMANENT DIVERSION DITCH ID FEEEE~ GEIGER, GEIGER, N.L. LICENSE 1 1J` IURNEY, N.E., N.L.S., l1
2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 SCALE IN FEET NUMBER 1, PROPOSED STORM DRAINAGE PIPE PROPOSED CONSTRUCTION LIMITS FOR STORM DRAINAGE INFORMATION. 5, 2007. NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
5, 2007. THIS MEDIA ON MARCH 5, 2007. 4944PARKWAY PLAZA B0ULEVARD,SUM350 SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARL0ITE,NORTH CAROLINA 28217
PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT 1"=100' SHAL 3. EXISTING EROSION CONTROL MEASURES SHOWN CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
TSD TEMPORARY SLOPE DRAIN WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

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LEGEND ~ ; r € ~ J ~ _
EXISTING CONTOUR PROPOSED FLARED END SECTION WITH OUTLET PROTECTION ``~4 2 - i ~ ~ , ~ ~ ~ rG ~ Q
EXISTING STORM DRAIN PROPOSED INLET PROTECTION - ~ ° $ IP 6.52 ~ ,
P3 n 1 EXISTING DROP INLET ~--~F PROPOSED SILT FENCE SF-6.62 ~ i DRAINAGE,
o- DRAINAGE, E&S CONTROL ~
/699~ PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH TD-6.20 a O 1 ~ THIS
ORIGINALLDYO SSUEDTAND T T1~ ORIGTNALLDYO SSUEDTAND T A T RFR TrG RR TrT~T
/iuu- r KUr U~)tU INULA WIN IUUK PL)-> ND-> I'tKMHNtN I u VtKNUv u Uh SEALED I SEALED BY RONALD A. SEALED BY PATRICK E. i A JLi/i./i/i % Z V`Li %A. V1 i A.
¦ PROPOSED STORM DRAINAGE STRUCTURE ® PERMANENT DIVERSION DITCH ID r'' a GEIGER, GEIGER, P.E. LICENSE r1jA TURNEY, P.E., P.L.S.,
~r v PROPOSED STORM DRAINAGE PIPE PROPOSED CONSTRUCTION LIMITS - NUMBER 1 NUMBER 14613 ON JULY LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
17, 2007 17, 2007. THIS MEDIA ON JULY 17, 2007. THIS 4944 PARKWAY PLAZA BOULEVAM, S= 350 SHALL NOT BE HDR Engineering, Inc. MEDIA SHALL NOT BE CHARLOTTE, NORTH CAROLINA 28217
PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT f SHAL CONSIDERED A CERTIFIED of the Carolinas CONSIDERED A CERTIFIED PHONE: [phone] FAX: [phone]
4'Tsb-~ TEMPORARY SLOPE DRAIN i CONSIDER[ DO DOCUMENT. DOCUMENT. OF 140
i 128 S Tryon Street, Suite 14001 Charlotte, NC 28202 www.talbertandbright.com

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LEGEND o w
EXISTING CONTOUR ( PROPOSED FLARED END SECTION WITH OUTLET PROTECTION
EXISTING STORM DRAIN ~ PROPOSED INLET PROTECTION IP-6.52 - _ _ - _ ~ ~ _ i ~ f .e . a Z
EXISTING DROP INLET ~--FF PROPOSED SILT FENCE SF-6.62 NOTE: DRAINAGE, DRAINAGE, E&S CONTROL ~
699 PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH _ 1. PROPOSED CONTOURS ON THIS SHEET ARE THIS ~ TD 6.20 2' INTERVAL CONTOURS. EXISTING CONTOURS
inn' ~n' n inn' inn' inn' ORIGINALL ORIGINALLDYO SSUEDTAND T T1~ ORIGTNALLDYO SSUEDTAND T A T RFR TrG RR TrT~T
/700-' PROPOSED INDEX CONTOUR PD-> PD-> PERMANENT DIVERSION DITCH ARE SHOWN AT 1" INTERVALS v SEALED I SEALED BY RONALD A. SEALED BY PATRICK E. i A JLi/i./i/i % Z V`Li %A. V1 i A.
¦ PROPOSED STORM DRAINAGE STRUCTURE P1 PERMANENT DIVERSION DITCH ID GEIGER, GEIGER, P.E. LICENSE r1jA TURNEY, P.E., P.L.S.,
0 2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 SCALE IN FEET NUMBER 1, PROPOSED STORM DRAINAGE PIPE PROPOSED CONSTRUCTION LIMITS FOR STORM DRAINAGE INFORMATION. 5, 2007. NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
5, 2007. THIS MEDIA ON MARCH 5, 2007. 4944 PARKWAY PLAZA BOULEVAM, SUrM 350 SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT 1"=100' SHAL 3. EXISTING EROSION CONTROL MEASURES SHOWN CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A PHONE: [phone] FAX: [phone]
TSD TEMPORARY SLOPE DRAIN DOCUMENT. CERTIFIED DOCUMENT. OF 140
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. 128 S Tryon Street, Suite 14001 Charlotte, NC 28202 www.talbertandbright.com
L WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE DO

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LEGEND o w
EXISTING CONTOUR ( PROPOSED FLARED END SECTION WITH OUTLET PROTECTION
EXISTING STORM DRAIN ~ PROPOSED INLET PROTECTION IP-6.52 Q Z
EXISTING DROP INLET ~F PROPOSED SILT FENCE SF-6,62 NOTE: DRAINAGE, DRAINAGE, E&S CONTROL ~
699 PROPOSED CONTOUR TD-> TD-> TEMPORARY DIVERSION DITCH TD-6.20 1. PROPOSED CONTOURS ON THIS SHEET ARE THIS ~ 2' INTERVAL CONTOURS, EXISTING CONTOURS THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
700 PROPOSED INDEX CONTOUR - - PERMANENT DIVERSION DITCH ~ 100' 50' 0 100' 200' 300' ORIGINALL ~ PD > PD > ARE SHOWN AT 1 INTERVALS. SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
¦ PROPOSED STORM DRAINAGE STRUCTURE Pi PERMANENT DIVERSION DITCH ID FEEEE~ GEIGER, GEIGER, N.L. LICENSE 1 1J` IURNEY, N.E., N.L.S., l4
PROPOSED STORM DRAINAGE PIPE - PROPOSED CONSTRUCTION LIMITS 2. SEE STORM DRAINAGE SUMMARY, SHEET 64 OF 140 SCALE IN FEET NUMBER 1, NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
FOR STORM DRAINAGE INFORMATION. 5, 2007. 5, 2007. THIS MEDIA ON MARCH 5, 2007. 4944PARKWAY PLAZA B0ULEVARD,SUM350 SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARL0ITE,NORTH CAROLINA 28217
PROPOSED ROCK INLET PROTECTION D FUTURE PAVEMENT 1"=100' SHAL CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
TSD TEMPORARY SLOPE DRAIN 3. EXISTING EROSION CONTROL MEASURES SHOWN WERE PREVIOUSLY INSTALLED UNDER INITIAL PHASE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
OF THIS CONTRACT - SEE SHEETS 6 THROUGH 8. www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

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1. GRADING OF PROPOSED CROSS-CONNECTOR TAXIWAYS SHOWN FOR Wm °
INFORMATION ONLY. TAXIWAY GRADING AND ASSOCIATED EROSION CONTROL - - UNDER PREVIOUSLY APPROVED RUNWAY PROJECT PERMIT. Q~ o
2. EXISTING EROSION CONTROL MEASURES SHOWN WERE PREVIOUSLY INSTALLED UNDER CLEARING AND GRUBBING PHASE IN THIS AREA. V Z~ m a -
SEE SHEETS 7A THROUGH 7D. a ~Q o
o w
74A _ 746
LEGEND - Q Z
EXISTING CONTOUR ~ ~~~o- ~ PROPOSED TEMPORARY CONTOURS DRAINAGE, DRAINAGE, E&S CONTROL ~
EXISTING STORM DRAIN ~ PROPOSED CONSTRUCTION LIMITS OF DISTURBANCE THIS
THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
EXISTING DROP INLET ~--FF PROPOSED SILT FENCE SF-6.62 74C 74D ORIGINALL - - 100 50 0 100 200 300 SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
r~--x~ i Tn ~ _ -
ULLAKIINU AINU UKU dlNU ILW-UKAKT UIVLKZ)IUIV UI IU1 i U-b.ZUI GEIGER, GEIGER, H.E. LICENSE 1 1J` ~ IUKNLY, F'.t., F'.LS., 74A
PD-> PERMANENT DIVERSION DITCH NUMBE PROPOSED ROCK INLET SCALE IN FEET OCTOBER NUMBER 14613 ON LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
PROTECTION TEMPORARY CHECK DAM MEDIA S OCTOBER 9, 2007. THIS ON OCTOBER 9, 2007. 4944P~(WAYPLAZA BOULEVARD, SUM350 MEDIA SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
PROPOSED INLET PROTECTION 1 - 100 CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
X X PROPOSED DOT FENCE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

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1. GRADING OF PROPOSED CROSS-CONNECTOR TAXIWAYS SHOWN FOR ~ °
INFORMATION ONLY. TAXIWAY GRADING AND ASSOCIATED EROSION CONTROL - - 0 ~ a~
UNDER PREVIOUSLY APPROVED RUNWAY PROJECT PERMIT.
2. EXISTING EROSION CONTROL MEASURES SHOWN WERE PREVIOUSLY INSTALLED UNDER CLEARING AND GRUBBING PHASE IN THIS AREA, V ?W o
SEE SHEETS 7A THROUGH 7D. a o
oa
74A _ 746
LEGEND - Q z
EXISTING CONTOUR ~ X710- ~ PROPOSED TEMPORARY CONTOURS DRAINAGE, DRAINAGE, E&S CONTROL ~
EXISTING STORM DRAIN ~ PROPOSED CONSTRUCTION LIMITS OF DISTURBANCE THIS
THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
EXISTING DROP INLET ~--FF PROPOSED SILT FENCE SF-6.62 74C 74D ORIGINALL - - 100 50 0 100 200 300 SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
r~--x~ i Tn ~ _ -
ULLAKIINU AINU UKU dlNU ILW-UKAKT UIVLKZ)IUIV UI IU1 i U-b.ZUI GEIGER, GEIGER, H.E. LICENSE 1 1 J` ~ I UKNLY, F'.t., F'.LS., 74B
PD-> PERMANENT DIVERSION DITCH NUMBE PROPOSED ROCK INLET SCALE IN FEET OCTOBER NUMBER 14613 ON LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
PROTECTION TEMPORARY CHECK DAM MEDIA S OCTOBER 9, 2007. THIS ON OCTOBER 9, 2007. 4944P~(WAYPLAZA BOULEVARD, SUM350 MEDIA SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
PROPOSED INLET PROTECTION 1 - 100 CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
X X PROPOSED DOT FENCE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
www.talbertandbright.com OF 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

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1. GRADING OF SEDIMENT BASIN BA-3 SHOWN WITH DASHED CONTOURS.
FINAL GRADING SHOWN WITH SOLID CONTOURS. - O >
2. GRADING OF PROPOSED CROSS-CONNECTOR TAXIWAYS SHOWN FOR _ _ 2 Wm o ~ ~ ~
INFORMATION ONLY. TAXIWAY GRADING AND ASSOCIATED EROSION CONTROL a Q ~
UNDER PREVIOUSLY APPROVED RUNWAY PROJECT PERMIT. Y o
3. EXISTING EROSION CONTROL MEASURES SHOWN WERE PREVIOUSLY V ?W o
INSTALLED UNDER CLEARING AND GRUBBING PHASE IN THIS AREA. a o
SEE SHEETS 7A THROUGH 7D. oa
74A _ 746
LEGEND - Q Z
EXISTING CONTOUR ~ ~~~o- ~ PROPOSED TEMPORARY CONTOURS DRAINAGE, DRAINAGE, E&S CONTROL ~
EXISTING STORM DRAIN ~ PROPOSED CONSTRUCTION LIMITS OF DISTURBANCE THIS
THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND -
EXISTING DROP INLET ~--FF PROPOSED SILT FENCE SF-6.62 74C 74D ORIGINALL - - 100 50 0 100 200 300 SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
r~-x~ i ~ Tn ~ - -
ULLAKIINU AINU UKU dlNU ILW-UKAKT UIVLKZ)IUIV UI IU1 i U-b.ZUI GEIGER, GEIGER, H.E. LICENSE 1 1J` ~ IUKNLY, F'.t., F'.LS., 74C
PD-> PERMANENT DIVERSION DITCH NUMBE PROPOSED ROCK INLET SCALE IN FEET OCTOBER NUMBER 14613 ON LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS
PROTECTION TEMPORARY CHECK DAM MEDIA S OCTOBER 9, 2007. THIS ON OCTOBER 9, 2007. 4944P~(WAYPLAZA BOULEVARD, SUM350 SHT. MEDIA SHALL NOT BE HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
PROPOSED INLET PROTECTION 1 - 100 CONSIDER[ CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
X X PROPOSED DOT FENCE DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
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1. GRADING OF PROPOSED CROSS-CONNECTOR TAXIWAYS SHOWN FOR INFORMATION ONLY. TAXIWAY GRADING AND ASSOCIATED EROSION CONTROL _ _ ~m °
UNDER PREVIOUSLY APPROVED RUNWAY PROJECT PERMIT. 0 ~ a~
2. EXISTING EROSION CONTROL MEASURES SHOWN WERE PREVIOUSLY INSTALLED
UNDER CLEARING AND GRUBBING PHASE IN THIS AREA. ~ z~ m a -
SEE SHEETS 7A THROUGH 7D. a ~Q o
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74A _ 746
LEGEND - Q Z
EXISTING CONTOUR ~ ~~~o- ~ PROPOSED TEMPORARY CONTOURS DRAINAGE, DRAINAGE, E&S CONTROL ~
EXISTING STORM DRAIN ~ PROPOSED CONSTRUCTION LIMITS OF DISTURBANCE THIS
THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
EXISTING DROP INLET ~--FF PROPOSED SILT FENCE SF-6.62 74C 74D ORIGINALL - - 100 50 0 100 200 300 SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
r~--x~ i Tn ~ _ -
ULLAKIINU AINU UKUddlNU ILW-UKAKT UIVLKZ)IUIV UIIUH U-b.ZUI GEIGER, GEIGER, H.E. LICENSE 1 1 J` ~ I UKNLY, F'.t., F'.LS., 74D
PD-> PERMANENT DIVERSION DITCH NUMBE PROPOSED ROCK INLET SCALE IN FEET SEPTEME NUMBER 14613 ON LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
PROTECTION TEMPORARY CHECK DAM THIS IVIED SEPTEMBER 11, 2007. ON SEPTEMBER 11, 2007. 4944P~(WAYPLAZA BOULEVARD, SUM350 THIS MEDIA SHALL NOT HDR Engineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE, NORTH CAROLINA 28217
PROPOSED INLET PROTECTION 1 - 100 BE CO BE CONSIDERED A of the Carolinas BE CONSIDERED A
X X PROPOSED DOT FENCE CERTIFIE CERTIFIED DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
www.talbertandbright.com 0 F 140 128 S Tryon Street, Suite 14001 Charlotte, NC 28202

AREA TWO: MIDDLE AREA, INCLUDING PROPOSED CROSS-CONNECTOR TAXIWAYS, AND RELOCATED WALLAI CONSTRUCTION SEQUENCE ROAD TO DIXIE RIVER ROAD. ATED WALLACE NEEL ROAD FROM WALKERS FERRY PHASE TWO -GRADING AND FILL PLACEMENT ~ ~ ~ ~
a. LOCATE FILL SLOPE LINES AND INSTALL TEMPORARY DIVERSION DITCHES ~ ~ ~ ~
THE CONSTRUCTION SEQUENCE IS AS FOLLOWS; OBJECTIVE: OPEN REMAINING AREA OF SOUTH BORROW AREA, GRADING OF WALLACE NEEL ROAD SOUTI o ~ rn o ROAD SOUTH OF WALKERS FERRY ROAD, GRADING OF LEADING TO SEDIMENT TRAPS, ROCK DAMS, AND SEDIMENT BASINS. ~
RUNWAY AND TAXIWAY SOUTH OF WALKERS FERRY ROAD, GRADING OF BOTH CROSS-CONNECTOR TAXIN Q ~ ~ ~ ~ ECTOR TAXIWAYS, AND CLOSURE OF EXISTING WALLACE b. BEGIN GRADING OPERATION WITHIN PHASE THREE LIMITS. MAINTAIN SEDIMENT o r~ r~ co r~
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES NECESSARY TO COMPLY WITH NEEL ROAD FROM WEST BOULEVARD TO OLD DOWD ROAD. CONSTRUCTION OF RELOCATED OLD DOWC D OLD DOWD ROAD AROUND NORTHERN END OF THE BASIN N0. 5A UNTIL BASIN IMPACTS GRADING OPERATION. 0 0 0 0
THE STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES PROJECT AREA TO WALKERS FERRY ROAD BY OTHERS, CONSTRUCTION OF REMAINING PAVEMENT SECTIO MENT SECTION FOR WALLACE NEEL ROAD, c, INSTALL SEDIMENT BASIN N0. 15A AND 15B PRIOR TO FILL OPERATION
(JUNE 2006 VERSION) AND APPLICABLE STATE AND LOCAL LAWS AND ORDINANCES, AND PREVENT STANDING WATER WITHIN d. RETROFIT SYSTEM B INLETS AND MANHOLES FOR SEDIMENT AND EROSION 3 0
PROJECT LIMITS. STEP 1-PHASE ONE -CLEARING AND GRUBBING OF RUNWAY AND TAXIWAY AREA CONTROL COLLECTION. MANHOLE B02-03 SHALL BE USED AS A RISER PIPE ~
2. INSTALL CONSTRUCTION ENTRANCES AND ACCESS ROADS IN LOCATIONS SHOWN, IN ACCORDANCE WITH STATE STANDARDS AND WITH a. ESTABLISH LIMITS OF CONSTRUCTION. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT AI ANCES AT ALL INGRESS AND EGRESS POINTS OFF OF WITH A SKIMMER ATTACHMENT (SEDIMENT BASIN N0. 16A). INLETS B02-02, o
MINIMAL DISTURBANCE TO SURROUNDING VEGETATION AND TREES. CONTRACTOR SHALL RECEIVE PRIOR APPROVAL FROM ENGINEER OPEN PUBLIC ROADWAYS. B02, AND B02-04 SHALL RECEIVE INLET PROTECTION. Q
BEFORE TREE REMOVAL FOR ACCESS ROAD CONSTRUCTION. AFTER CONSTRUCTION, CONTRACTOR SHALL REMOVE ALL REMNANTS OF b. CONSTRUCT ACCESS ROUTES AND TEMPORARY EROSION CONTROL MEASURES FOR CLEARING )R CLEARING AND CONSTRUCTION OF ACCESS ROUTES z ~
THE ACCESS ROADS AND RETURN AREA TO AS GOOD AS OR BETTER CONDITION. TO ALLOW FOR INSTALLATION OF INITIAL SEDIMENT COLLECTION FACILITIES, AND CLEAN-WATT CLEAN-WATER DIVERSION DITCHES TO DIRECT z o ~
4 EXISTING FLOW FROM AROUND THE CONSTRUCTION OF PROPOSED PIPE CULVERT "G" AND `N "G" AND `N" o ~ z U = RUNOFF DURING CLEARING GRUBBING OPERATION AS e, CONSTRUCT SEDIMENT TRAP N0. 13A, 13B, AND 14A ONCE GRADING OPERATION ON NORTH ~ o
3. ALL DITCH LINES DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR. ON ALL NEW OR UNDISTURBED, c. INSTALL OTHER ANCILLARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT RUNOFF DURI / END OF RUNWAY REACHES ELEVATION 690. w v ~ v
UNPAVED DITCHES WITH A GRADE GREATER THAN 2%, AND IN OTHER AREAS AS DIRECTED BY THE INSPECTOR. INSTALL A SHOWN OR AS DIRECTED BY THE ENGINEER. TEMPORARY DITCH LINER OF FIBERGLASS ROVING ON THE DITCH BOTTOM AND SIDE SLOPES. THIS TEMPORARY DITCH LINER WILL d. INSTALL SEDIMENT BASIN N0. 3A. f, ONCE RUNWAY AND TAXIWAY AREA HAS BEEN GRADED TO ALLOW DRAINAGE BOTH IN THE ~ ~ ~ °
NOT BE MEASURED SEPARATELY FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. e. CLEAR AND GRUB AREA DRAINING TO SEDIMENT BASIN N0. 3A. WEST AND EAST DIRECTION, INSTALL TEMPORARY SLOPE DRAINS, CONTINUING TO INCREASE ~ o ~ w
f. CLEAR AND GRUB AREA DRAINING TO SEDIMENT BASIN N0. 3A AND SEDIMENT BASIN N0. 4, 3ASIN N0. 4, MAINTAINING 20 FEET OF BUFFER FROM THE LENGTH OF THE SLOPE DRAIN AS THE FILL HEIGHT INCREASES, PROVIDE MEASURES AT o 0 o J
4. PROVIDE SILT FENCE ADJACENT TO DITCHES AND AT THE TOE OF FILL SLOPES, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. EXISTING WALKERS FERRY ROAD. THE OUTLET TO THE SLOPE DRAINS TO PREVENT EXCESSIVE DIVERSION DITCH EROSION. ~ o' o
ALSO, PROVIDE ADEQUATE MEASURES IN AREAS WHERE NATURAL VEGETATION DOES NOT PROVIDE A SUFFICIENT BUFFER AND AS g. CONSTRUCT PROPOSED "G" AND "H" CROSS PIPES UNDER RELOCATED ROAD AND RUNWAY/1 D RUNWAY/TAXIWAY AREA. PROVIDE FOR STILLING g. REMOVE SEDIMENT AND EROSION CONTROL DEVICES FROM PHASE 1, ONCE GRADING ~ w ~ z ~N. OPERATION HAS REDIRECTED FLOW AWAY FROM THESE DEVICES, AND AS APPROVED BY ~ w
DIRECTED BY THE ENGINEER. WHERE SILT FENCE AND TREE PROTECTION CONFLICT, STOP SILT FENCE AT TREE PROTECTION. BASINS FOR SEDIMENT REMOVAL WITHIN PIPE TRENCH DURING PIPE INSTALLATION. h. INSTALL SEDIMENT TRAPS N0. 4A, 4B, 5, 6, AND 26, AND ROCK DAMS N0. 5, 14, AND 15. 14, AND 15. THE INSPECTOR. DEVICES INCLUDED IN THIS TASK INCLUDE SEDIMENT BASIN N0. 16, AND Q z m o
5. PROVIDE INLET SEDIMENT FILTER AT ALL NEW STORM INLETS. INLET PROTECTION MAY BE REQUIRED AT EXISTING INLETS IN THE i. CLEAR AND GRUB AREA DRAINING TO ABOVE MENTIONED SEDIMENT COLLECTION FACILITIES. FACILITIES. SEDIMENT TRAP N0. 13, 14, 20 - 22. ~ ~ ~ o
EVENT SEDIMENT WILL RUN DOWNSTREAM TO AN EXISTING INLET. INLET PROTECTION SHALL CONSIST OF "BLOCK AND GRAVEL INLET j. INSTALL INLET PROTECTION FOR "G" AND `9-I" CROSS PIPES. h. INSTALL REMAINING PERMANENT DRAINAGE PIPES, INLETS, SLOPE DRAINS, AND DRAINAGE
PROTECTION" IN ACCORDANCE WITH THE DRAWING DETAILS. INLET PROTECTION SHALL BE INSTALLED ONCE GRADING IS NEAR STRUCTURES APPROPRIATE TO THE GRADING OPERATION. ONCE GRADING PERMITS w ~ n o
COMPLETION. UNTIL THEN, INLET STRUCTURES WILL BE KEPT AT LEAST 2 FEET HIGHER THAN SURROUNDING GROUND. STEP1-PHASE TWO-GRADING AND FILL PLACEMENT 2 OVERLAND FLOW TO PROPOSED PERMANENT DRAINAGE INLETS AND SLOPE DRAINS, THE ~ ~ ~ w
CONTRACTOR WILL INSTALL INLET PROTECTION, ~ i. CONSTRUCT EXCAVATION TO CREATE WALLACE NEEL ROAD RELOCATION FROM WALKERS ~ N ~ ~ ~
6. PROVIDE TEMPORARY ROCK SILT CHECK DAMS AT EACH STORM OUTFACE DITCH, AS SHOWN ON THE PLANS, AND AS DIRECTED BY a. BREACH EXISTING DAMS IN THIS AREA, AND CONSTRUCT SEDIMENT BASIN N0. 7. ~ DITCHES LEADING TO SEDIMENT COLLECTION 3 FERRY ROAD TO EXISTING OLD DOWD ROAD AND INSTALL ROCK DAM 22. MAINTAIN
THE ENGINEER, b. LOCATE FILL SLOPE LINES AND INSTALL TEMPORARY AND PERMANENT DIVERSION DITCHES LE FACILITIES. TEMPORARY DIVERSION DITCHES WEST OF INLETS F01-06 AND F01-02 DRAINING TO
7. STOCK PILING OF EXCAVATED SOIL WITHIN THE PROJECT AREA SHALL BE PROHIBITED EXCEPT IN AREAS IDENTIFIED ON THE c. BEGIN GRADING OPERATION WITHIN AREA TWO-STEP ONE LIMITS. GRADING WITHIN THE FOOTf N THE FOOTPRINT OF SEDIMENT BASIN N0. 3A, 4A, SEDIMENT BASIN N0. 5A. COORDINATE EXCAVATION OPERATION TO CONSTRUCT ROCK DAM N
DRAWINGS, UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. AND 4B WILL BE PROHIBTED TO MAINTAIN THEIR OPERATION, UNTIL REMAINING AREA TRIBUT AREA TRIBUTARY TO SEDIMENT BASINS ARE N0. 22 PRIOR TO REMOVING SEDIMENT TRAP N0. 10A. ° o
STABILIZED. j. MAINTAIN TEMPORARY SLOPE DRAINS UNTIL PERMANENT VEGETATION HAS DEVELOPED ON ~ °
8. WHEN CONTRACTOR'S EQUIPMENT IS REQUIRED TO CROSS A PUBLIC ROADWAY OPEN TO TRAFFIC, THE CONTRACTOR WILL INSTALL d. INSTALL SEDIMENT BASIN N0. 10, 12, AND 13 PRIOR TO FILL OPERATION CREATING DRAINAG 'ING DRAINAGE TO THE EAST. THE FILL SLOPES. ~
CONSTRUCTION ENTRANCES ON EACH SIDE OF THE PUBLIC ROADWAY CROSSING, IN ACCORDANCE WITH THE DRAWING DETAILS. e. INSTALL REMAINING PIPE SYSTEM (L02 TO L02-04), AND PROVIDE INLET PROTECTION. CTION. k. ESTABLISH SACRIFICIAL FILL MATERIAL, MINIMUM OF 3 FEET IN THICKNESS, ALONG FILL Q ~ ° ~ Q o
f. INSTALL ROCK DAM N0. 6,7 (OLD ROCK DAM 6 AND 7), AND R34 APPROPRIATE TO ROADV TE TO ROADWAY GRADING OPERATION. SLOPES CREATED BY OLD DOWD ROAD RELOCATION, AND THE RUNWAY SAFETY AREA, FOR
9. PERIODICALLY INSPECT AND REPAIR ALL EXISTING AND PROPOSED SEDIMENT CONTROL DEVICES. PERIODIC INSPECTION SHALL BE g. REDUCE SEDIMENT STORAGE AREA FOR SEDIMENT BASINS 3A, 4A, AND 4B AS ROADWAY FIL ROADWAY FILL MATERIAL IS CONSTRUCTED WEST OF THE AREA WITHIN THE PONDING OF SEDIMENT BASIN N0. 16A. AS RUNWAY SAFETY AREA FILL IS INSTALLED, SACRIFICIAL FILL MATERIAL WILL BE REMOVED, ALONG WITH MUCKING c~ ' ~PORARY RISERS MAY BE NECESSARY TO ALLOW m z o m ~
DEFINED AS AFTER EACH RAINFALL EVENT OR WEEKLY, WHICHEVER IS MOST FREQUENT. THIS INSPECTION INCLUDES ALL CROSS THE SEDIMENT BASINS, MAINTAINING RISER PIPE AND SKIMMER OPERATION. TEMPORARY RIS PIPES UNDER INTERSTATE 485 WHICH ACCEPT RUNOFF FROM THE PROJECT SITE. ROADWAY FILL TO BE PLACED. OPERATION OF SEDIMENT BASIN N0. 16A, w z
h. AS APPROPRIATE TO SEQUENCING OF THE EXCAVATION FOR THE ROAD CONSTRUCTION, INST I. ESTABLISH PERMANENT VEGETATION ON FILL SLOPES AS EACH 10-20 VERTICAL FEET OF o ~ ~ m o ~ UCTION, INSTALL ROCK DAMS R35 THROUGH R39, w
10. PERFORM ALL NECESSARY MAINTENANCE ON EROSION AND SEDIMENT CONTROL DEVICES UNTIL A VEGETATIVE COVER IS ESTABLISHED. i. REMOVE SEDIMENT AND ER0510N CONTROL DEVICES FROM PHASE 1, ONCE GRADING OPERATI SLOPE IS CONSTRUCTED. z )ING OPERATION HAS REDIRECTED FLOW AWAY FROM w w z Y ~
SEDIMENT SHALL BE REMOVED FROM THE EROSION CONTROL STRUCTURES WHEN IT HAS ACCUMULATED TO HALF THE DESIGN THESE DEVICES, AND AS APPROVED BY THE INSPECTOR. DEVICES INCLUDED IN THIS TASK I~ THIS TASK INCLUDE SEDIMENT TRAP N0. 26, AND m. ADJUST SKIMMER ON MANHOLE B02-03 (SEDIMENT BASIN N0. 16A) AS FILL OPERATION ~ o o Q w ~ INCREASES GROUND ELEVATIONS. PROVIDE FOR OVERFLOW DIVERSION TO INLETS B02-02 w ~ ~ ~ = Q
VOLUME. REPAIR AND REPLACE ALL DETERIORATED MATERIALS FROM ROADWAY AND DRAINAGE DITCHES. MAINTENANCE WILL INCLUDE ROCK DAM NOS. 14, AND 15.
CLEANING SEDIMENT FROM WITHIN CROSS PIPES UNDER INTERSTATE 485 WHICH ACCEPT RUNOFF FROM THE PROJECT SITE. j. CONSTRUCT TEMPORARY DIVERSION DITCHES OUTSIDE OF THE ROADWAY PAVEMENT AND SHC DAMS TO DIRECT RUNOFF TO PREVIOUSLY INSTALLED ROCK DAMS. .NT AND SHOULDER AREAS AND NECESSARY CHECK (ST-13A), B02 (ST14A), AND B02-04 (ST-14A) AS SOON AS POSSIBLE. ~ w w ~ ~ ~ n. CONSTRUCT FINAL PERIMETER DIVERSION DITCHES AND ESTABLISH PERMANENT GROUND
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF ANY UNSUITABLE MATERIAL TO THE k, INSTALL REMAINING WALLACE NEEL ROAD PERMANENT DRAINAGE PIPES AND INLETS, AND DR ETS, AND DRAINAGE STRUCTURES APPROPRIATE TO COVER AND STABILIZATION MEASURES.
DESIGNATED WASTE AREA. THE CONTRACTOR SHALL OBTAIN ANY AND ALL STATE AND LOCAL APPROVALS FOR THE TRANSPORTING THE GRADING OPERATION. ONCE GRADING PERMITS OVERLAND FLOW TO PROPOSED PERMANE QED PERMANENT DRAINAGE INLETS, THE CONTRACTOR o. PROVIDE TEMPORARY GROUND COVER OVER REMAINING AREAS UPON COMPLETION OF
OF UNSUITABLE MATERIALS ALONG ACTIVE ROADS TO THE DESIGNATED WASTE AREA AND PROVIDE COPIES TO THE OWNER FOR WILL INSTALL INLET PROTECTION AND OTHER PROPOSED SEDIMENT EROSION CONTROL DEVICE JTROL DEVICES. GRADING OPERATION,
RECORD. I. CONSTRUCT WALLACE NEEL ROAD PAVEMENT. p. ONCE TRIBUTARY AREA TO SEDIMENT BASIN N0. 5A IS STABILIZED, THE AREA OF THE
m. ONCE RUNWAY AND TAXIWAY AREA HAS BEEN GRADED WITH A "CROWN" TO ALLOW DRAINAG LOW DRAINAGE BOTH IN THE WEST AND EAST SEDIMENT BASIN SHALL BE REDUCED FILLING IN FROM THE OUTSIDE, MAINTAINING THE
12. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES UPON ESTABLISHMENT OF VEGETATIVE COVER DIRECTION, INSTALL TEMPORARY SLOPE DRAINS, CONTINUING TO INCREASE THE LENGTH OF - LENGTH OF THE SLOPE DRAIN AS THE FILL HEIGHT RISER, BARREL AND DISCHARGE STRUCTURE. RISER AND BARREL WILL NOT BE REMOVED =VENT EXCESSIVE DIVERSION DITCH EROSION. UNLESS INSPECTOR HAS APPROVED THE FINAL GRADING OPERATION CAN BE PERFORMED IN ~ F
AND COMPLETION OF PROJECT PHASE, UNLESS OTHERWISE DIRECTED. SILT FENCE AND TEMPORARY SLOPE DRAINS MAY BE REMOVED INCREASES. PROVIDE MEASURES AT THE OUTLET TO THE SLOPE DRAINS TO PREVENT EXCES' AND REUSED UPON APPROVAL OF INSPECTOR. n. MAINTAIN TEMPORARY SLOPE DRAINS UNTIL PERMANENT VEGETATION HAS DEVELOPED ON TF _OPED ON THE FILL SLOPES. ONE CONTINUOUS OPERATION, WITHOUT RISK TO SEDIMENT LOSS FROM THE SITE ~
o. ESTABLISH PERMANENT VEGETATION ON FILL SLOPES AS EACH 10-20 VERTICAL FEET OF SL FEET OF SLOPE IS CONSTRUCTED.
13. TEMPORARY SLOPE DRAINS ARE SHOWN ON THE DRAWINGS TO ILLUSTRATE GENERAL LOCATION AND SPACING. THE CONTRACTOR WILL p. CONSTRUCT FINAL PERIMETER DIVERSION DITCHES AND ESTABLISH PERMANENT GROUND COVI SROUND COVER AND STABILIZATION MEASURES ON PHASE THREE -SELECTIVE REMOVAL OF DEVICES ~Q
LOCATE THESE DEVICES BASED ON THE SEQUENCING OF CONSTRUCTION, DEPENDENT ON THE HEIGHT AND DIRECTION OF GRADING OF WALLACE NEEL ROAD.
THE FILL OPERATION. ADDITIONAL SLOPE DRAINS MAY BE NECESSARY DEPENDING ON THE PERFORMANCE OF EACH TEMPORARY q. CONSTRUCT ADDITIONAL TEMPORARY DIVERSIONS TO DIRECT THE MAXIMUM AMOUNT OF RUN( JNT OF RUNOFF TO SEDIMENT BASINS NUMBERS 3A, a. REMOVE SELECTIVE SEDIMENT AND EROSION CONTROL DEVICES (THOSE NON-ESSENTIAL TO ~ ~
SLOPE DRAIN TO ADEQUATELY PROTECT THE FILL SLOPES. 4A, AND 4B. REDUCE AREA OF SEDIMENT BASINS AS RUNWAY FILL MATERIAL IS BROUGHT 3 MAINTAIN ROCK DAMS 35-39, 6, AND 7, AFTER DE-COMMISSIONING SEDIMENT BASINS 3A, ~ IS BROUGHT TO GRADE, AS AREA IS VEGETATED. FUTURE PAVING AND LIGHTING CONTRACT) AS DIRECTED BY THE INSPECTOR, AND RESTORE BASINS 3A, 4A, AND 4B. AREA TO FINAL GRADING AND GROUND COVER. AS A MINIMUM, THESE INCLUDE SEDIMENT
14. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS UNLESS OTHERWISE INDICATED, SHALL BE INSTALLED WITHIN 21 CALENDAR r. INSTALL RUNWAY SECONDARY PIPE SYSTEM ON RUNWAY FILL AND INLET PROTECTION AND P CTION AND PROVIDE FOR SEDIMENT STORAGE AT EACH BASIN N0. 16A, ROCK DAM N0. 8, 10, SEDIMENT TRAP N0. 10A - 15. MAINTAIN ST-15 Q J
DAYS FOLLOWING COMPLETION OF WORK AREA. CONTRACTOR SHALL INSTALL PIPE OUTLET PROTECTION UPON COMPLETION OF PIPE INLET ON THE SECONDARY PIPE SYSTEM APPROPRIATE TO THE DRAINAGE AREA AS DIRECTE AS DIRECTED BY THE ENGINEER. NORTHERN EMBANKMENT FOR PERMANENT DETENTION -SEE SHEET 69. ~
SYSTEM FROM ENDWALL TO NEXT UPSTREAM STRUCTURE. SEE SHEET 85 FOR OUTLET PROTECTION SIZES AND MATERIAL s, REMOVE ROCK DAMS AND DIRECT ROADWAY RUNOFF TO INLETS, AND ADD ADDITIONAL CHEC TIONAL CHECK DAMS AS NECESSARY TO MINIMIZE ~
REQUIREMENTS. SEDIMENT TRANSPORT TO INLETS. Z
t. PROVIDE TEMPORARY GROUND COVER OVER REMAINING AREAS UPON COMPLETION OF GRADIP 1N OF GRADING OPERATION, ~ Q
15. MAINTAIN RECORDS OF ALL ACTIVITIES ASSOCIATED WITH SEDIMENT AND EROSION CONTROL MAINTENANCE AND INSPECTIONS FERTILIZING, SEEDING, AND MULCHING ~ F FERTILIZE, SEED, AND MULCH ALL AREAS DAMAGED BY CONSTRUCTION, REGARDLESS 0
INCLUDING: WEEKLY INSPECTION REPORT, DAILY INSPECTION REPORT, REPORT OF INSPECTION IMMEDIATELY AFTER ANY RAINFALL STEP1-PHASE THREE-SELECTIVE REMOVAL OF DEVICES EVENT WITH ~/-INCH OR MORE OF PRECIPITATION. OF PREVIOUS CONDITION, AS OUTLINED BELOW:
a. REMOVE SELECTIVE SEDIMENT AND EROSION CONTROL DEVICES (THOSE NON-ESSENTIAL TO f SENTIAL TO FUTURE PAVING AND LIGHTING CONTRACT) SEED BED PREPARATION: PREPARE THE SEED BED BY PULVERIZING THE SOIL ~ Z
16. COMPLY WITH THE FOLLOWING CONSTRUCTION SEQUENCE WITHIN EACH WORK AREA: AS DIRECTED BY THE INSPECTOR, AND RESTORE AREA TO FINAL GRADING AND GROUND CO' GROUND COVER. AS A MINIMUM, THESE INCLUDE IN AN APPROVED MANNER TO A DEPTH OF THREE (3) INCHES FOR FIELD ~ ~
SEDIMENT BASIN N0. 6, SEDIMENT TRAP N0. 4A, 4B, 5, 6, AND ROCK DAM N0. 6, 7, AND . 6, 7, AND 35-39. CONDITIONS OR SLOPES THAT ARE 3:1 OR FLATTER AND TO A DEPTH OF W ONE (1) TO THREE (3) INCHES, AS DETERMINED ON SITE FOR SLOPES STEEPER
THAN 3:1. TILL THE SOIL UNTIL A WELL PULVERIZED, FIRM, REASONABLY F
AREA ONE: SOUTHERN BORROW AREA AND AREA SOUTH OF DIXIE RIVER ROAD STEP 2 -PHASE ONE -CLEARING AND GRUBBING OFCROSS-CONNECTOR TAXIWAYS UNIFORM SEED BED IS PREPARED CONFORMING SUBSTANTIALLY TO GROUND s Z
OBJECTIVE: COORDINATE WITH NCDOT ON WALLACE NEEL ROAD DETOUR TO ONLY RECEIVE LOCAL TRAFFIC. INSTALL ALL TRAFFIC CONTROL ELEVATIONS AS SHOWN ON THE PLANS AND/OR AS EXISTED PRIOR TO
MEASURES IDENTIFIED ON THE DETOUR PLANS FOR WALLACE NEEL ROAD DETOUR. THIS WILL ALLOW OPENING OF THE MAIN BORROW AREA FOR g. ESTABLISH LIMITS OF CONSTRUCTION. CONSTRUCTION. THE DISTURBED AREA SHALL BLEND UNIFORMLY INTO ADJACENT TOPOGRAPHY. GOOD SURFACE DRAINAGE MUST BE PROVIDED, ALLOWANCES FOR
PROJECT USE AND HAUL ROUTE CROSSING OF THE FORMER WALLACE NEEL ROAD BETWEEN DIXIE RIVER ROAD AND NANNIE PRICE ROAD. h. INSTALL SEDIMENT BASIN N0. 11, 17, AND 18, AND SEDIMENT TRAP N0. 27. SETTLEMENT MADE AND GROUND ELEVATIONS ADJUSTED ACCORDINGLY. VISIBLE
COMMENCE WITH THE FOLLOWING ACTIVITIES: i. CLEAR AND GRUB AREA DRAINING TO SEDIMENT BASIN N0. 11 AND SEDIMENT BASIN N0. 7. ~ASIN N0. 7. PONDING WILL NOT BE ALLOWED. REMOVE ALL STONES, ROOTS, STICKS, RUBBISH,
j. INSTALL CLEAN-WATER DIVERSION DITCHES TO DIRECT EXISTING FLOW FROM AROUND PROPO OUND PROPOSED CUT SLOPES. AND OTHER OBJECTIONABLE MATERIAL. SOIL IMPROVEMENTS: INCORPORATE SOLID ADDITIVES IN AN APPROVED MANNER
PHASE ONE -CLEARING AND GRUBBING STEP 2 -PHASE TWO -GRADING AND FILL PLACEMENT INTO THE TOPSOIL AT THE FOLLOWING RATES OR AS NEEDED ACCORDING TO SOIL
TESTS.:
a. ESTABLISH LIMITS OF CONSTRUCTION. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL INGRESS AND EGRESS POINTS OFF OF OPEN PUBLIC ROADWAYS. a. CONSTRUCT OUTFACE DITCHES TO ALLOW FOR DRAINAGE OF EXCAVATED AREAS ALONG THE ALONG THE CROSS-CONNECTOR TAXIWAYS.
b. CONSTRUCT ACCESS ROUTES AND TEMPORARY EROSION CONTROL MEASURES FOR CLEARING AND CONSTRUCTION OF ACCESS ROUTES b. INSTALL REMAINING PERMANENT DRAINAGE PIPES, AND INLETS APPROPRIATE TO THE GRADIN THE GRADING OPERATION. 1. FERTILIZER - 1,000 POUNDS PER ACRE OF 10-10-10 FERTILIZER.
TO ALLOW FOR INSTALLATION OF INITIAL SEDIMENT COLLECTION FACILITIES, AND CLEAN-WATER DIVERSION DITCHES TO DIRECT EXISTING c. ONCE PERMANENT DRAINAGE SYSTEM IS IN PLACE, INSTALL INLET PROTECTION AT EACH INLI AT EACH INLET. 2. LIME - 4,000 POUNDS PER ACRE.
FLOW FROM AROUND THE CONSTRUCTION OF PROPOSED PIPE CULVERT "M" UNDER THE RELOCATED ROAD. CONSTRUCT PIPE CULVERT d. UPON COMPLETION OF GRADING OUTSIDE OF PAVEMENT SECTION, INSTALL PERMANENT GROU ANENT GROUND COVER TO DITCH AND SHOULDERS. SEEDING: HYDRAULIC SEEDING SHALL BE UTILIZED UNLESS OTHERWISE
"M" UNDER RELOCATED ROAD. PROVIDE FOR STILLING BASINS FOR SEDIMENT REMOVAL WITHIN PIPE TRENCH DURING PIPE INSTALLATION. e. CONSTRUCT FINAL PERIMETER DIVERSION DITCHES AND ESTABLISH PERMANENT GROUND COVI ROUND COVER AND STABILIZATION MEASURES. SPECIFICALLY APPROVED BY THE ENGINEER.
c. INSTALL SEDIMENT BASIN N0. 1 AND SEDIMENT BASIN N0. 2A (IN ACCORDANCE WITH SEQUENCE AND INCLUDING ADDITIONAL MEASURES STEP2-PHASE THREE-SELECTIVE REMOVAL OF DEVICES 1. THE SEED BED MUST BE IN GOOD, FRIABLE CONDITION AND NOT MUDDY OR W J
AS SHOWN ON PLAN SHEET 8A AND 8B), SEDIMENT TRAPS N0. 16 - 19, 28, 31 - 33, AND ROCK DAM N0. 11, AND 16 - 21. HARD AT THE TIME SEEDING IS PERFORMED. C7 w
d. INSTALL OTHER ANCILLARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT RUNOFF DURING CLEARING/GRUBBING OPERATION AS a. REMOVE SELECTIVE SEDIMENT AND EROSION CONTROL DEVICES (THOSE NON-ESSENTIAL TO f ~ENTIAL TO FUTURE PAVING AND LIGHTING CONTRACT) 2. APPLY SEED AT THE RATE SPECIFIED AND RAKE OR TILL INTO THE a D Q
SHOWN OR AS DIRECTED BY THE ENGINEER. AS DIRECTED BY THE INSPECTOR, AND RESTORE AREA TO FINAL GRADING AND GROUND C01 GROUND COVER. TOPSOIL WITH THE RESULTING FURROWS RUNNING ACROSS THE Z ~ v
e. CLEAR AND GRUB AREAS DRAINING TO THESE SEDIMENT COLLECTION FACILITIES. f. INSTALL SEDIMENT BASIN N0. 6 EAST OF SOUTH BORROW AREA. NATURAL SLOPE OF THE GROUND. UNDER NO CIRCUMSTANCES WILL ANY ~ ~ Ill ~ TILLING ACTIVITY BE ALLOWED PARALLEL WITH SAID SLOPE. Q ~ Z V ~
g. CLEAR AND GRUB AREA DRAINING TO SEDIMENT BASIN N0. 6, MAINTAINING 20 FEET OF BUFFER FROM EXISTING WALLACE NEEL ROAD. OBJECTIVE: OPEN REMAINING AREA OF SOUTH BORROW AREA, GRADING OF WALLACE NEEL ROAD SOUTH ROAD SOUTH OF WALKERS FERRY ROAD, GRADING OF O Z
h. INSTALL CLEAN-WATER DIVERSION DITCHES TO DIRECT EXISTING FLOW FROM AROUND THE CONSTRUCTION OF PROPOSED "M" PIPE AREA THREE & FOUR: NORTH AREAOF RUNWAYAND TAXIWAY MULCHING: MANUFACTURED MULCH SHALL BE UTILIZED UNLESS OTHERWISE 3 D V W O
SYSTEM. CONSTRUCT PROPOSED "M" PIPE SYSTEM UNDER RUNWAY SAFETY AREA. SPECIFICALLY APPROVED BY THE ENGINEER. Z 0
i. CONSTRUCT PROPOSED CROSS PIPE DRAINING TO ROCK DAM N0. 11. OBJECTIVE: GRADING OF RUNWAY, TAXIWAY AND WALLACE NEEL ROAD RELOCATION AREA NORTH OF EXI ORTH OF EXISTING WALKERS FERRY ROAD, CLOSURE SEEDING MIXTURES AND RATES OF APPLICATION SHALL BE AS FOLLOWS. ~ Z O W ~
F EXISTING WALKERS FERRY ROAD EAST OF I-485, AND COMPLETION OF CONTRACT. ALL RATES ARE IN POUNDS PER ACRE AND ANY RATES LISTED BELOW MAY BE CUT Q ~ ~
PHASE TWO -GRADING AND FILL PLACEMENT BY 1/2 FOR TEMPORARY EROSION CONTROL MEASURES ONLY. J ~ (n V)
PHASE ONE -CLEARING AND GRUBBING a. INSTALL SEDIMENT TRAP N0. 1 AND ROCK DAM N0. 3 .
b. LOCATE FILL SLOPE LINES AND INSTALL TEMPORARY DIVERSION DITCHES LEADING TO SEDIMENT COLLECTION FACILITIES. a. ESTABLISH LIMITS OF CONSTRUCTION. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT AI SEEDING RATES (PER ACRE) J Z ~ Z ANCES AT ALL INGRESS AND EGRESS POINTS OFF OF ~ J Q W O
c. BEGIN GRADING OPERATION WITHIN AREA ONE LIMITS. OPEN PUBLIC ROADWAYS. OPEN-FIELD SLOPES 4:1 OR GREATER AND GRASS LINED CHANNELS a
d. GRADING WITHIN THE FOOTPRINT OF SEDIMENT BASIN N0. 2A WILL BE PROHIBITED TO MAINTAIN IT'S OPERATION, UNTIL REMAINING AREA b. CONSTRUCT ACCESS ROUTES AND TEMPORARY EROSION CONTROL MEASURES FOR CLEARIN( ~OR CLEARING AND CONSTRUCTION OF ACCESS ROUTES 80# TALL FESCUE 100# TALL FESCUE ~ ~ V
TRIBUTARY TO SEDIMENT BASIN N0. 2A IS STABILIZED. TO ALLOW FOR INSTALLATION OF INITIAL SEDIMENT COLLECTION FACILITIES, AND CLEAN-WATT CLEAN-WATER DIVERSION DITCHES TO DIRECT 50# PENSACOLA BAHIAGRASS 40# PENSACOLA BAHIAGRASS a Z
e. ONCE RUNWAY AND TAXIWAY AREA HAS BEEN GRADED TO ALLOW DRAINAGE BOTH IN THE WEST AND EAST DIRECTION, INSTALL EXISTING FLOW FROM AROUND THE CONSTRUCTION OF PROPOSED PIPE CULVERT "F" AND "B "F" AND "B". 40# KOBE LESPEDEZA 10# KOBE LESPEDEZA a Q
TEMPORARY SLOPE DRAINS, CONTINUING TO INCREASE THE LENGTH OF THE SLOPE DRAIN AS THE FILL HEIGHT INCREASES. PROVIDE c. INSTALL SEDIMENT BASIN N0. 5A (IN ACCORDANCE WITH SEQUENCE AND INCLUDING ADDITI01 )ING ADDITIONAL MEASURES AS SHOWN ON PLAN 1,000# FERTILIZER (10-10-10) 1,000# FERTILIZER (10-10-10) 0 ~
MEASURES AT THE OUTLET TO THE SLOPE DRAINS TO PREVENT EXCESSIVE DIVERSION DITCH EROSION. 3 SHEET 8A AND 8B), AND ROCK DAM N0. 8, INCLUDING THE INSTALLATION OF THE DOWNSTR f. INSTALL TEMPORARY SLOPE DRAINS ALONG ROAD RELOCATION AS GRADING OPERATION PROGRESSES; ADJUST HEIGHT AND OUTLET THAT WILL BE USED FOR THE BASIN'S RISER AND BARREL. RETROFIT OF THE PROPOSED INL HE DOWNSTREAM PORTION OF SYSTEM F CROSS PIPE 4,000# LIME 4,000# LIME ~ ~ Z 3
LOCATION AS NECESSARY. INSTALL ROCK CHECK DAMS AS SHOWN ON THE PLANS. RACK ASSEMBLY SHALL BE NECESSARY. CONSTRUCTION OF THE PROPOSED CROSS PIPE SY ROPOSED INLET FOR USE AS A RISER (WITH TRASH - ~J Z o THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE Ill
g. REMOVE SEDIMENT AND EROSION CONTROL DEVICES FROM PHASE 1, ONCE GRADING OPERATION HAS REDIRECTED FLOW AWAY FROM OSS PIPE SYSTEMS TO A POINT JUST UPSTREAM OF = Q ~
THESE DEVICES AND AS APPROVED BY THE INSPECTOR. DEVICES INCLUDED IN THIS TASK INCLUDE SEDIMENT BASIN N0. 19 SEDIMENT THE FOOTPRINT OF THE BASIN OPERATION WILL BE REQUIRED AT THIS TIME (BULKHEADING 1 ILKHEADING THE UPSTREAM END OF THE PIPE TO ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE ~ ~ w EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED ~ ~ V o
TRAPS N0. 28 31-33 AND ROCK DAM NOS. 16 - 21. ~ PROHIBIT SEDIMENT-LADEN WATER FROM ENTERING PIPE). WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE D w M N0. 8. PLANTED OR OTHERWISE TEMPORARY GROUND COVER, DEVISES OR STRUCTURES Ill N
h. INSTALL REMAINING PERMANENT DRAINAGE PIPES INLETS SLOPE DRAINS AND DRAINAGE STRUCTURES APPROPRIATE TO THE GRADING d. CLEAR AND GRUB AREA DRAINING TO SEDIMENT BASIN N0. 5A, AND ROCK DAM N0. 8. JD SEDIM N BSI 0. 16 SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUND COVER WILL BE PROVIDED a o
OPERATION. ONCE GRADING PERMITS OVERLAND FLOW TO PROPOSED PERMANENT DRAINAGE INLETS AND SLOPE DRAINS THE e. INSTALL ROCK DAM N0. 10, AND SEDIMENT TRAP N0. 10A - 15, 20 - 22, AND SEDIM N ' f. CLEAR AND GRUB AREA DRAINING TO ROCK DAM N0. 10, SEDIMENT TRAP N0. 10A - 1 ; CONTRACTOR WILL INSTALL INLET PROTECTION, AND OTHER PROPOSED SEDIMENT AND EROSION DEVICES. 10A - 1 20 - 22, AND SEDIMENT BASIN N0. 16. FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 a o
i. MAINTAIN TEMPORARY SLOPE DRAINS UNTIL PERMANENT VEGETATION HAS DEVELOPED ON THE FILL SLOPES. CALENDAR DAYS (PER GENERAL STATUTE 113A-57 PARAGRAPH (2) & (3)). w
AROUND PROPOSED "F" ROSS PIPE SYSTEM AROUND NORTH END OF FUTURE ESTABLISH PERMANENT VEGETATION ON FILL SLOPES AS EACH 10-20 VERTICAL FEET OF SLOPE IS CONSTRUCTED. C , INSTALL EXCELSIOR MATTING IN ALL GRASS LINED DITCHES AND ON SLOPES ~
k. CONSTRUCT FINAL PERIMETER DIVERSION DITCHES AND ESTABLISH PERMANENT GROUND COVER AND STABILIZATION MEASURES. INTERMODAL RAIL LINE, AND FROM AROUND PROPOSED "B" PIPE SYSTEM. Q 2.5:1 OR GREATER. z
I. PROVIDE TEMPORARY GROUND COVER OVER REMAINING AREAS UPON COMPLETION OF GRADING OPERATION. CONSTRUCT PROPOSED "F" AND "B" CROSS PIPE SYSTEMS. CONSTRUCT ONLY E&S CONTROL ~
m. ONCE TRIBUTARY AREA TO SEDIMENT BASIN N0. 2A IS STABILIZED, THE AREA OF THE SEDIMENT BASIN SHALL BE REDUCED FILLING IN A SUFFICIENT AMOUNT OF "F" AND "B" PIPE SYSTEMS TO ALLOW GRADING E&S
FROM THE OUTSIDE, MAINTAINING THE RISER, BARREL AND DISCHARGE STRUCTURE. RISER AND BARREL WILL NOT BE REMOVED UNLESS OPERATION TO BEGIN AND PROVIDE FOR PASS-THROUGH OF OFF-SITE RUNOFF THIS INSPECTOR HAS APPROVED THAT THE FINAL GRADING OPERATION CAN BE PERFORMED IN ONE CONTINUOUS OPERATION, WITHOUT RISK FROM THE EAST. ORIGINALL = THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
TO SEDIMENT LOSS FROM THE SITE. h. INSTALL INLET PROTECTION FOR CROSS PIPES ON "F" AND "B" SYSTEMS. SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
GEIGER, GEIGER, N.E., LICENSE 1 1 J` I URNLY, N.E., N.L.S.,
PHASE THREE - SELECTIVE REMOVAL OF DEVICES NUMBER 1 NUMBER 14613 ON MARCH LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
18, 2008 18, 2008. THIS MEDIA ON MARCH 17, 2008. 4944pA~(WAYPLAZABOULEVARD,SUTTE350 86 SHALL NOT BE HDREngineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE,NORTHCAROI1NA28217
a. REMOVE SELECTIVE SEDIMENT AND EROSION CONTROL DEVICES (THOSE NON-ESSENTIAL TO FUTURE PAVING AND LIGHTING CONTRACT) SHAL CONSIDERED A CERTIFIED of the Carolinas BE CONSIDERED A
AS DIRECTED BY THE INSPECTOR, AND RESTORE AREA TO FINAL GRADING AND GROUND COVER. AS A MINIMUM, THESE INCLUDE CONSIDER[ SEDIMENT TRAP NO. 1 AND ROCK DAM NO. 3. DO DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
www.talbertandbright.com OF 140 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202

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CONSTRUCTION SEQUENCE FERTILIZING, SEEDING, AND MULCHING ~
THE CONSTRUCTION SEQUENCE IS AS FOLLOWS: FERTILIZE, SEED, AND MULCH ALL AREAS DAMAGED BY CONSTRUCTION, REGARDLESS OF PREVIOUS CONDITION, AS OUTLINED BELOW:
SEED BED PREPARATION: PREPARE THE SEED BED BY PULVERIZING THE SOIL
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES NECESSARY TO COMPLY WITH THE STANDARDS AND SPECIFICATIONS OF THE IN AN APPROVED MANNER TO A DEPTH OF THREE (3) INCHES FOR FIELD
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES AND APPLICABLE STATE AND LOCAL LAWS AND ORDINANCES, AND PREVENT STANDING WATER CONDITIONS OR SLOPES THAT ARE 3:1 OR FLATTER AND TO A DEPTH OF
WITHIN PROJECT LIMITS. ONE (1) TO THREE (3) INCHES, AS DETERMINED ON SITE FOR SLOPES STEEPER
2. INSTALL CONSTRUCTION ENTRANCES AND ACCESS ROADS (IF NECESSARY, IN ADDITION TO EXISTING CONSTRUCTION ENTRANCES) IN ACCORDANCE WITH STATE STANDARDS AND WITH THAN 3:1. TILL THE SOIL UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEED BED IS PREPARED CONFORMING SUBSTANTIALLY TO GROUND ~
MINIMAL DISTURBANCE TO SURROUNDING VEGETATION AND TREES. CONTRACTOR SHALL RECEIVE PRIOR APPROVAL FROM ENGINEER BEFORE TREE REMOVAL FOR ACCESS ROAD ELEVATIONS AS SHOWN ON THE PLANS AND/OR AS EXISTED PRIOR TO p
CONSTRUCTION. AFTER CONSTRUCTION, CONTRACTOR SHALL REMOVE ALL REMNANTS OF THE ACCESS ROADS AND RETURN AREA TO AS GOOD AS OR BETTER CONDITION. CONSTRUCTION. THE DISTURBED AREA SHALL BLEND UNIFORMLY INTO ADJACENT ~
TOPOGRAPHY, GOOD SURFACE DRAINAGE MUST BE PROVIDED, ALLOWANCES FOR w
3. ALL DITCH LINES DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR. ON ALL NEW OR UNDISTURBED, UNPAVED DITCHES WITH A GRADE GREATER THAN SETTLEMENT MADE AND GROUND ELEVATIONS ADJUSTED ACCORDINGLY. VISIBLE o= PONDING WILL NOT BE ALLOWED. REMOVE ALL STONES, ROOTS, STICKS, RUBBISH,
2~, AND IN OTHER AREAS AS DIRECTED BY THE INSPECTOR, INSTALL A TEMPORARY DITCH LINER OF FIBERGLASS ROVING ON THE DITCH BOTTOM AND SIDE SLOPES. AND OTHER OBJECTIONABLE MATERIAL.
4. PROVIDE SILT FENCE ADJACENT TO DITCHES AND AT THE TOE OF FILL SLOPES, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. ALSO, PROVIDE ADEQUATE MEASURES IN AREAS SOIL IMPROVEMENTS: INCORPORATE SOLID ADDITIVES IN AN APPROVED MANNER
WHERE NATURAL VEGETATION DOES NOT PROVIDE A SUFFICIENT BUFFER AND AS DIRECTED BY THE ENGINEER. WHERE SILT FENCE AND TREE PROTECTION CONFLICT, STOP SILT FENCE INTO THE TOPSOIL AT THE FOLLOWING RATES OR AS NEEDED ACCORDING TO SOIL ~ TESTS,: z
AT TREE PROTECTION. w
1. FERTILIZER - 1,000 POUNDS PER ACRE OF 10-10-10 FERTILIZER. ~
5. PROVIDE INLET SEDIMENT FILTER AT ALL NEW STORM INLETS. INLET PROTECTION MAY BE REQUIRED AT EXISTING INLETS IN THE EVENT SEDIMENT WILL RUN DOWNSTREAM TO AN 2. LIME - 4,000 POUNDS PER ACRE. O
EXISTING INLET. INLET PROTECTION SHALL CONSIST OF 'BLOCK AND GRAVEL INLET PROTECTION" IN ACCORDANCE WITH THE DRAWING DETAILS. INLET PROTECTION SHALL BE INSTALLED ONCE GRADING IS NEAR COMPLETION. UNTIL THEN, PROPOSED INLET STRUCTURES WILL BE KEPT AT LEAST 2 FEET HIGHER THAN SURROUNDNG GROUND. SEEDING: HYDRAULIC SEEDING SHALL BE UTILIZED UNLESS OTHERWISE ~
SPECIFICALLY APPROVED BY THE ENGINEER. w
6. PROVIDE TEMPORARY ROCK SILT CHECK DAMS AT EACH STORM OUTFACE DITCH, AS SHOWN ON THE PLANS, AND AS DIRECTED BY THE ENGINEER, 0
1. THE SEED BED MUST BE IN GOOD, FRIABLE CONDITION AND NOT MUDDY OR
7. STOCK PILING OF EXCAVATED SOIL WITHIN THE PROJECT AREA SHALL BE PROHIBITED EXCEPT IN AREAS IDENTIFIED ON THE DRAWINGS, UNLESS OTHERWISE DIRECTED BY THE HARD AT THE TIME SEEDING IS PERFORMED. ~ N ~ ~ 2. APPLY SEED AT THE RATE SPECIFIED AND RAKE OR TILL INTO THE
INSPECTOR. TOPSOIL WITH THE RESULTING FURROWS RUNNING ACROSS THE
8. WHEN CONTRACTORS EQUIPMENT IS REQUIRED TO CROSS A PUBLIC ROADWAY OPEN TO TRAFFIC, THE CONTRACTOR WILL INSTALL CONSTRUCTION ENTRANCES ON EACH SIDE OF THE NATURAL SLOPE OF THE GROUND. UNDER NO CIRCUMSTANCES WILL ANY r
PUBLIC ROADWAY CROSSING, IN ACCORDANCE WITH THE DRAWING DETAILS. TILLING ACTIVITY BE ALLOWED PARALLEL WITH SAID SLOPE. o 0
O N MULCHING: MANUFACTURED MULCH SHALL BE UTILIZED UNLESS OTHERWISE ~ ~
9. PERIODICALLY INSPECT AND REPAIR ALL EXISTING AND PROPOSED SEDIMENT CONTROL DEVICES. PERIODIC INSPECTION SHALL BE DEFINED AS AFTER EACH RAINFALL EVENT OR SPECIFICALLY APPROVED BY THE ENGINEER. ~ ~ o m > o_
WEEKLY, WHICHEVER IS MOST FREQUENT. W W N W W W
SEEDING MIXTURES AND RATES OF APPLICATION SHALL BE AS FOLLOWS. a_ o_ N ~ v ~ ALL RATES ARE IN POUNDS PER ACRE AND ANY RATES LISTED BELOW MAY BE CUT
10. PERFORM ALL NECESSARY MAINTENANCE ON EROSION AND SEDIMENT CONTROL DEVICES UNTIL A VEGETATIVE COVER IS ESTABLISHED. SEDIMENT SHALL BE REMOVED FROM THE EROSION CONTROL STRUCTURES WHEN IT HAS ACCUMULATED TO HALF THE DESIGN VOLUME. REPAIR AND REPLACE ALL DETERIORATED MATERIALS FROM ROADWAY AND DRAINAGE BY 1/2 FOR TEMPORARY EROSION CONTROL MEASURES ONLY. m z O ~ o
DITCHES. w z m w
SEEDING RATES (PER ACRE1 ~ ~ ~ m o
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF ANY UNSUITABLE MATERIAL TO A LOCATION OFFSITE. THE CONTRACTOR SHALL OBTAIN Z W W Z Y - OPEN-FIELD ~ SLOPES 4:1 OR GREATER AND GRASS LINED CHANNELS ~ ~ ~ v W
ANY AND ALL STATE LOCAL APPROVALS AND SUBMIT COPIES TO THE CITY FOR RECORD. ~ o o Q w ~ w Q! a! o' z Q
80# TALL FESCUE 100# TALL FESCUE o o_ o_ o v o
12. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES UPON ESTABLISHMENT OF VEGETATIVE COVER AND COMPLETION OF PROJECT PHASE, UNLESS OTHERWISE DIRECTED. SILT FENCE AND TEMPORARY SLOPE DRAINS MAY BE REMOVED AND REUSED UPON APPROVAL OF INSPECTOR. 50# PENSACOLA BAHIAGRASS 40# PENSACOLA BAHIAGRASS
40# KOBE LESPEDEZA 10# KOBE LESPEDEZA 1,000# FERTILIZER (10-10-10) 1,000# FERTILIZER (10-10-10)
13. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS UNLESS OTHERWISE INDICATED, SHALL BE INSTALLED WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF WORK AREA. 4,000# LIME 4,000# LIME
14. MAINTAIN RECORDS OF ALL ACTIVITIES ASSOCIATED WITH SEDIMENT AND EROSION CONTROL MAINTENANCE AND INSPECTIONS INCLUDING: WEEKLY INSPECTION REPORT, DAILY THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
INSPECTION REPORT, REPORT OF INSPECTION IMMEDIATELY AFTER ANY RAINFALL EVENT WITH ~~-INCH OR MORE OF PRECIPITATION. EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED
WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
15. COMPLY WITH THE FOLLOWING CONSTRUCTION SEQUENCE WITHIN EACH WORK AREA: PLANTED OR OTHERWISE TEMPORARY GROUND COVER, DEVISES OR STRUCTURES ~ H
AREA: N-S BORROW SITE FOR CLEARING, GRUBBING, GRADING AND ASSOCIATED SEDIMENT AND EROSION CONTROL, THIRD PARALLEL RUNWAY, CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUND COVER WILL BE PROVIDED ~ ~ FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90
CALENDAR DAYS (PER GENERAL STATUTE 113A-57 PARAGRAPH (2) & (3)).
a
OBJECTIVE: CLEARING, GRUBBING, AND GRADING OF NEW BORROW AREA LOCATED BETWEEN CROSS-CONNECTOR TAXIWAYS AND SITE PREPARATION ACTIVITIES FOR RUNWAY VICTOR. INSTALL EXCELSIOR MATTING IN ALL GRASS LINED DITCHES AND ON SLOPES ~ ~
COMMENCE WITH THE FOLLOWING ACTIVITIES: 2.5:1 OR GREATER. O - Q
PHASE ONE -CLEARING AND GRUBBING
a. ESTABLISH LIMITS OF CONSTRUCTION AND INSTALL PERIMETER SILT FENCING WHERE INDICATED ON THE PLANS. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL INGRESS AND • a
EGRESS POINTS OFF OF OPEN PUBLIC ROADWAYS. Z
b. CONSTRUCT ACCESS ROUTES AND TEMPORARY EROSION CONTROL MEASURES FOR CLEARING AND CONSTRUCTION OF ACCESS ROUTES TO ALLOW FOR INSTALLATION OF INITIAL O
SEDIMENT COLLECTION FACILITIES. F
c. INSTALL DRAIN INLET PROTECTION, STONE CHECKDAMS AND BLOCK AND GRAVEL INLET PROTECTION DEVICES ALONG THE EASTERN PERIMETER OF THE WORKSITE AS DEPICTED ON THE PLAN SHEETS 7C AND 7D
d. INSTALL SEDIMENT BASIN WITH ROCK DAM BA-1 AND SEDIMENT BASIN WITH ROCK DAM BA-2 (IN ACCORDANCE WITH SEQUENCE AND INCLUDING ADDITIONAL MEASURES AS SHOWN 0 a ~ Z
ON PLAN SHEET 7C AND 7D).
e. INSTALL SEDIMENT BASIN WITH ROCK DAM BA-5 AND SEDIMENT BASIN WITH ROCK DAM BA-6 (IN ACCORDANCE WITH SEQUENCE AND INCLUDING ADDITIONAL MEASURES AS SHOWN W
ON PLAN SHEET 7A AND 7B).
f. INSTALL REMAINING PERIMETER SILT FENCE AND TEMPORARY DIVERSION DITCHES AS SHOWN ON THE PLAN SHEETS. sZ
g. INSTALL OTHER ANCILLARY EROSION CONTROL DEVICES SUCH AS DIVERSION SWALES AND CHECK DAMS TO PREVENT SEDIMENT RUNOFF DURING CLEARING/GRUBBING OPERATION AS
SHOWN OR AS DIRECTED BY THE ENGINEER. V-
h. CLEAR AND GRUB AREAS DRAINING TO THESE SEDIMENT COLLECTION FACILITIES,
i. CONTRACTOR TO MAINTAIN THE USE OF PREVIOUSLY PROPOSED SEDIMENT BASINS FOR THE RUNWAY PROJECT LOCATED ALONG THE WEST SIDE OF THE NEW BORROW AREA.
PHASE TWO -GRADING AND EARTHWORK
SEDIMENT BASIN OUTLET PROTECTION DATA TABLE
a. FOR AREA LOCATED ON THE WEST SIDE OF BORROW AREA, RECEIVING ONLY CLEARING AND GRUBBING, INSTALL DIVERSION DITCHES AND SILT FENCE TO CONTROL RUNOFF TO
SEDIMENT FACILITIES, AS SHOWN ON PLANS. INSTALL PERMANENT GROUND COVER TO THIS AREA AS DIRECTED BY ENGINEER. Outfall Pipe Use fa Design J
b. INSTALL SEDIMENT BASIN BA-3 (IN ACORDANCE WITH SEQUENCE AND INCLUDING ADDITIONAL MEASURES AS SHOWN ON PLAN SHEET 74C). BASIN Diameter Length Width at Pipe Width at L RipRap Q
c. INSTALL SEDIMENT BASIN WITH ROCK DAM BA-4 (IN ACCORDANCE WITH SEQUENCE AND INCLUDING ADDITIONAL MEASURES AS SHOWN ON PLAN SHEET 74C). NUMBER in ft ft ft Class d50 ~
d. INSTALL OTHER ANCILLARY EROSION CONTROL DEVICES SUCH AS DIVERSION SWALES AND CHECK DAMS TO PREVENT SEDIMENT RUNOFF DURING GRADING AND EARTHWORK OPERATION BA-3 48 34 16 38 I 1' Z ~
AS SHOWN OR AS DIRECTED BY THE ENGINEER. e. BEGIN GRADING OPERATION WITHIN WORKSITE LIMITS. BA-5 42 24 11 28 I 0.8'
f. REMOVE SEDIMENT AND EROSION CONTROL DEVICES FROM PHASE 1, ONCE GRADING OPERATION HAS REDIRECTED FLOW AWAY FROM THESE DEVICES, AND AS APPROVED BY THE BA-6 48 34 16 38 I 0.9' W
INSPECTOR. THIS INCLUDES STRUCTURE BA-1 AND BA-2.
g. ESTABLISH PERMANENT GROUND COVER AND STABILIZATION MEASURES. a 3
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PHASE THREE -SELECTIVE REMOVAL OF DEVICES . ~
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a. REMOVE SELECTIVE SEDIMENT AND EROSION CONTROL DEVICES (THOSE NON-ESSENTIAL TO FUTURE CONTRACTS) AS DIRECTED BY THE INSPECTOR, AND RESTORE AREA TO FINAL GRADING AND GROUND COVER. PERMANENT DIVERSION DITCH DATA TABLE 3 G ~ m ° z
Zp W
~ W
Base Minimum ~ Q Q
DRch Width Depth Side Slope Lining J Q W cn
ID ft ft X.1 W ~ ~
BA-3 6 4.2 3 Class I Rip Rap J z W J~ Va
W~
EROSION CONTROL MEASURES DATA TABLE a~
0 ~ Wm 3
=W Z Z W
Type Drainage Area Length ft width ft Depth ft A~ Side Welr Minimum Top of Riser Height ft Riser Dia in Barrel Barrel Height to Emery Emerg. Splllwey Skimmer Orifice Antl-Flotation Block (L x ~ Slope X1 Length ft Dam ft ft In Spillway, ft Welr Widtf~ ft Diameter, In W x H~ ft ~ a~ O W
Y I
Sheet a ~v
Device ID Reference a ~W o
BA-1 7D Rock Dam 10.50 221 88 3.5 19,374 3 15 6.5 - - - - - - W
BA-2 7C Rock Dam 3.50 131 58 3.5 7,554 3 5 6.5 - - - - - -
BA-3 74C, 74D Sediment Basin 98.00 450 225 5 101,250 3 NA 11.1 5.0 54 150.0 48 10.1 25 4.7 5 x 5 x 3.5 z Q z
BA-4 74C Rock Dam 15.00 221 121 3.5 26,741 3 20 6.5 - - - - - - EROSION CONTROL V ~
BA-5 7A Sediment Basin 28.00 325 150 4 48,750 3 NA 8.0 4.0 42 65.0 42 8.0 10 3.5 4.5 x 4.5 x 2.5 EROSIO BA-6 7B Sediment Basin 28.00 350 175 5 61,250 3 NA 9.9 5.0 48 58.0 48 8.9 10 3.5 5 x 5 x 3.5 THIS
ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
GEIGER, Gtl(;tK, I'.t., LICENSE 1 1J` ~ IUKNtY, F'.t., F'.L.S., 86A
NUMBE NUMBER 14613 ON LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS
SEPTEMI THIS IVIED SEPTEMBER 5, 2007. ON SEPTEMBER 5, 2007. SHT. 4944P(WAYPLAZABOULEVARD,SUTTE350 THIS MEDIA SHALL NOT HDREngineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE,NORTHCAROI1NA28217
BE CO BE CONSIDERED A of the Carolinas BE CONSIDERED A
CERTIFIE CERTIFIED DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
www.talbertandbright.com OF 140 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202
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~ FINE AGGREGATE AT LEAST ONE (1) FOOT THICK. WHERE THERE IS MORE THAN ONE WEEP HOLE IN A Q m 3 - H1 v w 'OSED ~ o
w y WING WALL, PLACE A HORIZONTAL DRAIN OF SUBDRAIN FINE AGGREGATE AT LEAST ONE (1) FOOT SQUARE p o PROPOSED ~ IN CROSS SECTION TO CONNECT ALL STONE DRAINS. PLACE A VERTICAL DRAIN OF SUBDRAIN FINE Z ~ GRADE ADJACENT
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WITH P-152 SPECIFICATION. ~ 12" O
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#57 STONE ~~~~5 D No. 6 BARS @ 12"C.C ~ H
D. COMPACTED TO 95% STANDARD EACH WAY BENT 12" O Q
~ (NO SEPARATE PAY ITEM) i ~ I ABOVE INLET TOP. 2 YEAR MAX EL. 687.70 SEE ENLARGEMENT ~ Z
J 10 YEAR MAX EL. 689.85 L ~
~ P-610 CONCRETE B W
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SYSTEM H - H10-RISER s ?
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D 12 s MIN. TYPICAL ~ ~ o/ ( ) TYPICAL RISER DETAIL NOT TO SCALE V NOT TO SCALE
~ - NOTE: NO PAY ITEM. CONTRACTOR TO INCLUDE
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LOOSELY PLACED UNCOMPACTED
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NOT TO SCALE
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2 YEAR MAX EL. 730.37 2 YEAR MAX EL. 711.17 2 YEAR MAX EL. 679.16 ~ ~ Q
10 YEAR MAX EL. 731.14 10 YEAR MAX EL. 714.30 10 YEAR MAX EL. 682.75 ~ o
100 YEAR MAX EL. 731.99 N 100 YEAR MAX EL. 715.02 100 YEAR MAX EL. 683.90 Q
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2 YEAR MAX EL. 717.03 2 YEAR MAX EL. 706.47 2 YEAR MAX EL. 688.14 - SYSTEM F F10-RISER :R SYSTEM M - M06-RISER SYSTEM M - M02-RISER w
10 YEAR MAX EL. 717.31 10 YEAR MAX EL. 707.95 10 YEAR MAX EL. 690.80 NOT TO SCALE
u NOT TO SCALE NOT TO SCALE Q Z
100 YEAR MAX EL. 718.23 100 YEAR MAX EL. 708.50 100 YEAR MAX EL. 691.98 DR DRAINAGE ~
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OPENINGS: 3 12"H X 24"W - _ THIS SYSTEM G G10-RISER SYSTEM B B04-RISER ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
NOT TO SCALE NOT TO SCALE SEALED I SEALED BY RONALD A. SEALED BY PATRICK E.
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ljYb I LM U - kilb-HIbtH ctictK, GEIGER, N.E., LICENSE 1 1 J` I URNLY, N.E., N.L.S.,
NUMBE NOT TO SCALE DECEMB NUMBER 14613 ON LICENSE NUMBER 26421 ENGINEERING&PLANNING CONSULTANTS SHT.
THIS IVIED DECEMBER 18, 2006. ON DECEMBER 18, 2006. 4944P(WAYPLAZABOULEVARD,SUTTE350 89 THIS MEDIA SHALL NOT HDREngineering, Inc. THIS MEDIA SHALL NOT CHARLOTTE,NORTHCAROI1NA28217
BE CO BE CONSIDERED A of the Carolinas BE CONSIDERED A
CERTIFIE CERTIFIED DOCUMENT. CERTIFIED DOCUMENT. PHONE: [phone] FAX: [phone]
www.talbertandbright.com OF 140 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202
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THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND
SEALED BY J. ANDREW
SHUUK, N.L., LICENSE
NUMBER 026464 ON ENGINEERING&PLANNING CONSULTANTS
a MARCH 17, 2008. THIS 4944 PARKWAY PLAZA BOULEVARD, SUITE 350 MEDIA SHALL NOT BE CHARLOTTE, NORTH CAROLINA 28217
O U I CONSIDERED A CERTIFIED PHONE: [phone] FAX: 704.426,6080
N O DOCUMENT.
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ON PROPOSED TAXIWAY PROPOSED TAXIWAY 0 N ~ ~ BRIDGE (BY OTHERS) Oa
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N ~ ~ - . _ x-x_x~x%S_C~lI1CA1__E~~_ x_x-x_ ~ . r ~ I + \ EXISTIN ECUR FENCE I r,~,~~_~"iii'"a%'i++~~~ ~ GS CRITICAL AREA________ ~ . - ~ ~ ~ I ~ _ _ ~ ,
x I ~ ~ - ~ 1 ~ Q I x ~ ~ ~ ~ ~ ? ~ i , RU AY OBJE FREE AR_A ~ I~ I f ~ Z -
w OFA GLIDE.._.._.._ _ . ~ _-X~ ~ -x ~ -x ~ ~ -x. ~.~..~.-X.~ -X ~ ~ x~ +X J ~ ~ ~ ~ ~ ~y _ - . I I ' ' ~ ~ ~ _ ~ OFA GLIDE ~ x
U ~ ~ I ~sLOPE ~ v RUNWAY SAFETY AREA I SLOPE ~ ~ ~ ~ ~ ~
z ~ i / ! i r--- r ~------------I-- ~ - ~-~-1~~ ~ U ~ r ~ - - , i 0
Q ~ I l i A ~ H ~ ~ I ~ I ® I ~ it _ - I \ / \ ~ i ~ ~'~1 ~ ~z'f ~ ~ ~ I Z
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/ ~ ~ ~ ~ J. ~OFA \ ~ ~ _ . _.._.._.._.._..J /
_ t t t ~t ~4~ ~p~ - - ~
Vx x-x `x-x- \ T W E ~ - - o _ - x x~ \ ~ CLOSED RUNWAY .
~n _ - - X~ x \ \ \ - WAY AF X~ ~X ix ~ t ~Y AF AREA ~ - x x-x-X-X-x-x-x-x-x-x MARKER (TYP.) _ - _
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\x + \ W ~
PHASING NOTES. \X \ P \ \ f ~
\ + \ \ \ \G'S• LIGHTING X~ ~ ~ \ \ VAULT - x -X~ ~
THE INTENT OF THIS PLAN IS TO ESTABLISH CERTAIN PHASING REQUIREMENTS \ \ \ ~x~+ C7
THAT SHALL BE ADHERED TO BY THE CONTRACTOR DURING CONSTRUCTION OF 10. THE CONTRACTOR SHALL BE REQUIRED, AS NECESSARY, TO RELOCATE THE LOW \ \ 1~' \ ASR -Q x Z
PROFILE BARRICADES DURING THE PROJECT. MULTIPLE RELOCATION OF THE \ THE PROJECT. \ \ \ BARRICADES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THE LOCATION OF \ \ ~1
1. CONTRACT TIME: THE BARRICADES AS SHOWN ON THE PLANS REPRESENTS THE MOST TYPICAL ,9\ \ ~ ESS x a ~
LOCATION. BARRICADES ARE REQUIRED UNTIL THE NEW PAVEMENT AND ADJACENT ~ \ \ \ \ ~ THE CONTRACTOR SHALL HAVE FIVE HUNDRED FORTY (540) CALENDAR DAYS TO \ \ E 36 a a
COMPLETE THE ENTIRE PROJECT. SAFETY AREAS ARE COMPLETED. NO BARRICADE REMOVAL OR RELOCATION WILL \ \ \ OCCUR UNTIL APPROVED BY THE OWNER. \ \ \
2. LIQUIDATED DAMAGES: \ \ rz ' 3 x _ Z
11. DURING ALL WORK WITHIN THE SECURED AREA, THE CONTRACTOR'S EMPLOYEES ^J \ \ \ \ LIQUIDATED DAMAGES IN THE AMOUNT OF $5,000.00 PER CALENDAR DAY ~ \ \ X W ~ °o
WILL BE ASSESSED BEYOND THE CONTRACT TIME ALLOTTED. WHEN WORKING AT SHALL BE BADGED IN ACCORDANCE WITH CDIA REQUIREMENTS. Q' \ \ \ \
NIGHT, EXISTING RUNWAY 36L-18R SHALL BE REOPENED EACH MORNING BY 6:00 ~ \ ~2 ~ III ~ ~ g
AM. 12. CONTRACTOR SHALL PROVIDE A MINIMUM OF SEVEN (7) DAYS NOTICE PRIOR TO CLOSURE OF RUNWAY OR TAXIWAYS. W a
LIQUIDATED DAMAGES IN THE AMOUNT OF $50.00 PER MINUTE WILL BE ASSESSED SELF POWERED RED LENS
AGAINST THE CONTRACTOR FOR EVERY MINUTE THAT THE EXISTING RUNWAY IS 13. ALL WORK INVOLVING CONSTRUCTION OPERATIONS WITHIN THE SECURED AREA SHALL QJ ~ Q
CLOSED AFTER 6:00 AM. BE COORDINATED WITH THE OWNER. STANDARD 3-WAY 6 VOLT BARRICADE LIGHT as w
3. ALL WORK ON THE WEST SIDE OF THE EXISTING RUNWAY OUTSIDE THE RUNWAY 14. CLOSED RUNWAY MARKERS FOR PROPOSED RUNWAY SHALL BE INSTALLED _ LEGEND ~ a a
SAFETY AREA CAN BE COMPLETED AT ANY TIME. IMMEDIATELY PRIOR TO COMMENCEMENT OF CEMENT TREATED BASE WORK ON 3M ORANGE HIGH REFLECTIVE _CTIVE Q a ICADES c c . ~ D
PROPOSED RUNWAY. ADDITIONAL CLOSED RUNWAY MARKERS SHALL BE REQUIRED STRIPE ON WHITE BARRICADES DURING WORK REQUIRING CLOSURE OF THE EXISTING RUNWAY. CLOSED RUNWAY AND 3M WHITE HIGH REFLECTIVE :ELECTIVE °a d ° . ~ ° PHASE PAVING
4. ALL WORK WITHIN THE SAFETY AREA OF EXISTING RUNWAY, AND EAST SIDE OF THE STRIPE ON ORANGE BARRICADES EXISTING RUNWAY SHALL BE COMPLETED FROM 11:00 PM TO 6:00 AM. THE USE MARKERS SHALL BE INSTALLED DURING ESTABLISHED CLOSURE TIMES STATED IN ~RICAOES ~ WORK a ONE ° °a D Z Z Z
OF THE TEMPORARY TAPER DETAIL IS REQUIRED AT THE END OF EACH DAY'S WORK NOTE 4, AND SHALL BE REMOVED BEFORE EXISTING RUNWAY IS RE-OPENED TO a a a ° ~ PHASE II PAVING ~ a Q
TO ASSURE THAT THERE IS NEVER MORE THAN A 2" DROP FROM THE EDGE OF TRAFFIC. CONTRACTORS SHALL ANTICIPATE MULTIPLE DEPLOYMENTS OF CLOSED 24" ° a Q
PAVEMENT OF ACTIVE RUNWAY AND TAXIWAYS. RUNWAY MARKERS ON EXISTING RUNWAY DURING THIS PROJECT. o WHITE ORANGE WHITE ORANGE WHITE ORANGE 0 PROPOSED AIRFIELD PAVEMENT J Z
15. THE OWNER WILL DESIGNATE A WASTE AREA ON AIRPORT PROPERTY WITHIN TWO 5. PHASE I PAVING CAN BEGIN JULY 2008. PHASE II PAVING CAN BEGIN MAY 2009. MILES OF WHERE THE WASTE IS GENERATED. PAVEMENT LEAVE-OUT FOR BRIDGE
MESA HANGAR TENTATIVELY SCHEDULED FOR DEMOLITION IN NOVEMBER 2008. 6„ 10.. 10 FT (TYP.) ® J ~ ~ 3
+ LOW PROFILE BARRICADE a I = Q
6. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE A SUITABLE BIDDING NOTES. 72" LOCATION FOR ONE OR MORE STAGING AREAS HAVING A TOTAL OF APPROXIMATELY _ EXISTING RUNWAY OR TRAFFIC _ (~j
30 ACRES. AIRPORT TO APPROVE FINAL STAGING AREA LOCATION AND LIMITS. THE THE OVERALL PLAN SET IS DIVIDED INTO TWO PARTS (PART A AND PART B). PROFILE OPEN TO AIR TRAFFIC X RUNWAY CLOSURE MARKER ~ ~ a aJ ~
CONTRACTOR SHALL KEEP ALL EQUIPMENT AND STOCKPILES BELOW THE AVIGATION KNOWN MANUFACTURER IS NUEBERT AERO CORP. a N ~ TAXIWAY CLOSURE MARKER ~ ~
SURFACE (62.5:1 DEPARTURE SURFACE) ELEVATIONS SHOWN AT ALL TIMES. PART A CONSISTS OF THE PLANS TITLED "THIRD PARALLEL RUNWAY PACKAGE II - MODEL PC 2410, PHONE [phone]
PAVING AND LIGHTING". THESE PLANS DEPICT THE PAVING AND LIGHTING WORK 7. THE CONTRACTOR SHALL COORDINATE WITH AIRPORT ENGINEERING FOR NECESSARY ASSOCIATED WITH THE PROPOSED RUNWAY 18R-36L, PARALLEL TAXIWAY W AND LOW PROFILE BARRICADE DETAIL BARRICADE PLACEMENT DETAIL ~~u AVIGATION SURFACE ELEVATION ~ a
SECURITY FENCE INSTALLATION AND/OR REMOVAL. ASSOCIATED TAXIWAYS, AND PORTIONS OF TAXIWAYS N AND S. NOT TO SCALE NOT TO SCALE ~ w
Q Z
8. LOW PROFILE BARRICADES SHALL BE INSTALLED AS THE FIRST TASK IN ANY PHASE. PART B CONSISTS OF THE PLANS TITLED "PARALLEL TAXIWAY V". THESE PLANS NOTES: w J
BARRICADES SHALL NOT BE REMOVED UNTIL PAVEMENT AND APRON SAFETY AREAS DEPICT SITEWORK, DRAINAGE, PAVING AND LIGHTING ASSOCIATED WITH THE 1. BARRICADE CONSTRUCTED OF HIGH IMPACT. UV-RESISTANT 5. CONTRACTORS SHALL FILL BART ARE IN SERVICEABLE CONDITION. PLACEMENT OF THE LIGHTED BARRICADES SHALL PROPOSED TAXIWAY V, AND THE REMAINING PORTIONS OF TAXIWAYS N AND S. POLYETHYLENE AS MANUFACTURED BY NEUBERT AERO CORP. ACCEPTABLE TO THE OWNER T( SHALL FILL BARRICADES WITH WATER, OR OTHER MATERIAL ~
BE AT THE EXTREME EDGE OF THE EXISTING TAXIWAY WHILE THE TAXIWAY IS OPEN NOTAMS: (1-877-NAC-ARPT) OR SIMILAR APPROVED EQUAL. WIND GUSTS. THE OWNER TO PREVENT OVERTURNING FROM JET BLAST AND CAR~`% TALBERT&BRIGHT
TO AIRCRAFT. THE TOTAL QUANTITY OF BARRICADES REQUIRED FOR THIS PROJECT AIRPORT MANAGEMENT WILL ISSUE THE NECESSARY NOTAMS TO REFLECT HAZARDOUS ,:o . ~~SS;~ ,
unl I Rr Qecrn nnl Tur rnnlTDdrTn[J'C oueclnlr_ nr lnln[JV eprec eCCCrTlnlr 7 ~nru IInuT cunt I Inlrl Iln~ TIAIn orn CTAnInAAn z_wnv I IrL.IT
EXISTING ACTIVE AIRFIELD PAVEMENTS. THE CONTRACTOR SHALL INCLUDE IN HIS CONDITIONS WITH RESPECT TO CONSTRUCTION SITUATIONS. ACTIVE NOTAMS SHALL BE 12" ORANGE FLAG AND 3M HIGH REFLECTIVE TAPE. SEAL
BID PROPOSAL ALL COSTS ASSOCIATED WITH FURNISHING, PLACING, RELOCATING, REVIEWED PERIODICALLY AND REVISED TO REFLECT THE CURRENT CONDITIONS. 50( 500 250 0 500 1000 1500 a 026464 r: ENGINEERING & PLANNING CONSULTANTS 3 S HT.
AND REMOVAL OF BARRICADES REQUIRED TO MEET THE PROJECT SAFETY 3. BARRICADES SHALL BE PLACED AS SHOWN UNLESS 4944 PARKWAY PLAZA BOULEVARD, SUM 350
REQUIREMENTS. BIDDING: OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. THE AWARD OF THE CONTRACT SHALL BE MADE TO THE LOWEST BASE BID, QUALIFIED 4. BARRICADES ARE TO BE PROPERTY OF THE AIRPORT UPON y 'FNciNE~~' pp;~ CHARLOTTE, NORTH CAROLINA 28217 SCALE IN FEET %,,IOREW PHONE: [phone] FAX: [phone]
FOR ADDITIONAL NOTES ON PROPOSED TAXIWAY BRIDGES, SEE QUANTITIES AND BIDDER WHOSE PROPOSAL CONFORMS TO THE CITED REQUIREMENTS OF THE OWNER. COMPLETION OF THE PROJECT. 9.
1 "=500' www.talbertandbright.com OF
L GENERAL NOTES SHEET.

yl ~I ~I ~ ~ ~ ICI ~ EE PART `A' FOR ~ ~~I ~ , LEGEND 7 ~ ~
SUB-DRAIN SUMMARY TINUA ION OF
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O BEGINNING INV.=708.83 BEGINNING INV.=704.63 BEGINNING INV.=702.18 f ENDING INV.=708.00 ENDING INV.=704.00 ENDING INV.=700.77 NV.=702.18 BEGINNING INV.=705.67 =700.77 ENDING INV.=703.75 - - - EXISTING STORM DRAIN ~ p p
75 LF ~ 1.11 % 117 LF ~ 0.54% 167 LF ®0.84% i.84% 349 LF ~ 0.55% EXISTING DROP INLET
INV=71 .83 INV 14.83
SD-2 6" PVC PIPE (PERFORATED) SD-9 6" PVC PIPE (PERFORATED) SD-35 6" PVC PIPE (PERFORATED) BEGINNING INV.=714.83 BEGINNING INV.=709.58 BEGINNING INV.=705.33 E (PERFORATED) SD-81 6" PVC PIPE (NON-PERF.) EXISTING FAA CABLE ~ ~ ~7 ZO NV.=705.33 BEGINNING INV.=708.26
ENDING INV.=708.83 ENDING INV.=704.63 ENDING INV.=702.18 =702.18 ENDING INV.=698.05 ~ _699- ~ PROPOSED CONTOUR (BY OTHERS) ~
/ 2 ~ 400 LF ~ 1.50% _ 335 LF ®1.48% 315 LF ®1.00% .00% 105 LF ®9.72% ~ -700- ~ PROPOSED INDEX CONTOUR (BY OTHERS) O ~ ~
SD-3 6" PVC PIPE (NON-PERF.) SD-106" PVC PIPE (PERFORATED) SD-38 s" PVC PIPE (PERFORATED) E (PERFORATED) SD-82 6" PVC PIPE (PERFORATED)
BEGINNING INV.=702.68 BEGINNING INV.=706.32 BEGINNING INV.=703.91 NV.=703.91 BEGINNING INV.=710.66 ~699~ PROPOSED CONTOUR Q ~ Z ~ Q
~ / ENDING INV.=698.38 ENDING INV.=704.63 ENDING INV.=702.18 88 LF ®4.89% 225 LF ®0.75% 325 LF ®0.53% =702.18 ENDING INV.=708.26 ? ~ 1.53% 352 LF ®0.68% /700-~ PROPOSED INDEX CONTOUR ~ ~ Z d
f + ~
$D-4 6" PVC PIPE (PERFORATED) SD-11 6" PVC PIPE (NON-PERF.) SD-37 s" PVC PIPE (NON-PERF.) BEGINNING INV.=708.83 BEGINNING INV.=706.06 BEGINNING INV.=703.91 E (NON-PERF.) SD-63 6" PVC PIPE (NON-PERF.) ~ PROPOSED STORM DRAINAGE STRUCTURE N ~ ~ I w O w NV.=703.91 BEGINNING INV.=704.24 • PROPOSED STORM DRAINAGE MANHOLE ~ \ ~ ~ ~ ~ ~ ~ w
_ ENDING INV.=702.68 ENDING INV.=705.50 ENDING INV.=700.77 =700.77 ENDING INV.=698.05 / ~
~ O /f 400 LF ®1.54% 93 LF ®0.60% N N 187 LF ®1.68% n n .68% 180 LF ®3.44% PROPOSED STORM DRAINAGE PIPE ~ ~ Z Q
SD-5 6" PVC PIPE (PERFORATED) SD-126" PVC PIPE (PERFORATED) SD-38 s" PVC PIPE (PERFORATED) E (PERFORATED) SD-84 6" PVC PIPE (PERFORATED) PROPOSED SILT FENCE - W ~ ~
0 ~ BEGINNING INV.=704.65 BEGINNING INV.=708.06 BEGINNING INV.=705.67 NV.=705.67 BEGINNING INV.=706.97 PROPOSED CHECK DAM ~ W
ENDING INV.=702.68 ENDING INV.=706.06 ENDING INV.=703.91 =703.91 ENDING INV.=704.24 ' ~ ~ 1.60% 323 LF ®0.85% , , , W = W ~
J ~ 395 LF ®0.50% 400 LF ®0.50% 294 LF ®0.60% - ~ J N W PROPOSED INLET PROTECTION Q
~ O O ~ SD-8 6" PVC PIPE (NON-PERF.) SD-136" PVC PIPE (NON-PERF.) SD-39 s" PVC PIPE (NON-PERF.) ~ ~ BEGINNING INV.=709.58 BEGINNING INV.=708.06 BEGINNING INV.=703.75 E (NON-PERF.) SD-85 6" PVC PIPE (PERFORATED) Z V? W ~ PROPOSED CONSTRUCTION LIMITS ~ NV.=703.75 BEGINNING INV.=708.26 ~ /
W ENDING INV.=708.50 ENDING INV.=707.50 ENDING INV.=700.50 =700.50 ENDING INV.=704.24 ~ J ~ ~ ` ~ ~ w ~
N 74 LF ®1.46% 95 LF ®0.59% 142 LF ®2.29% ~ , '..29% 282 LF ®1.43% ~ I ~l_, PROPOSED ROCK INLET PROTECTION ~ ~ ~ ~ J O Y.I ~ w ~
O SD-7 6" PVC PIPE (PERFORATED) SD-146" PVC PIPE (PERFORATED) SD-40 6" PVC PIPE (PERFORATED) E (PERFORATED) PROPOSED EXCELSIOR MATTING rI ' ~ , y 1 ~ ~ ~
BEGINNING INV.=714.83 BEGINNING INV.=710.36 BEGINNING INV.=706.13 NV.=706.13 ~ PROPOSED CONCRETE PAVEMENT w ,
{ ENDING INV.=709.58 ENDING INV.=708.06 ENDING INV.=703.75 CD .83 335 LF ®1.57% 400 LF ®0.58% 355 LF ®0.67% =703.75 ~ ~ N ~ ~ ~ 1,67% 0 PROPOSED PAVED SHOULDER

~ ~ CD-6.83 ~ ~ r
~ SD-7 " \ ~ \f ~ O O N
~ ~ ~ ' SD-2 ~ ~ ; _ ~ ~ ~ J
- S
~ • \ ~ ~ U U N~ d Q
J W ~ ~ , + ~
' ~ m Z p ~ D
O 1 ~
CO = 714. 5 - '~°>.~~'730 _ r1NV.= 711.8 i - ~ - 2 W U U Z ~ ~
~ ED E TRA~ST~.. I TW S STA: +50 ~ - 730- ~ O O a W ~
OFFSET: 40. HEI DAM = "`6.5' FT. ~ 725 t IONS: 5'
~ ~ d d ~ U ~
~ _ - _ - SEDII SEDI ENT RA ST- B
_ 1 _ ~ ~ ~ ~ 720 SD 6 - - _ HEIGHT MATTING DIMENS HEIGHT~F DA = .5' F ' DIMENSI NS: 28 ' 4 'X4 FT /
720
~ I w SPIL OUT ~ ~ 715 i
~ IN 708. 0
~o 715 -
NV=709.58 75
F 710 F
N O 71'0 ~
05
SPILL T 705 ~ ~
INV=7 8.00 V-708'8 00
_ 0 ~ t
N LO ' ~ J
+ ~ ~ INV= S ~ ~ - SPILLOUT 71 j~ Z
l e Co s.s INV=707.50 C4-HEAD L ~ / W ~
c - wa ~ ~ INV=705.50 \ 0 ~ _
SD-9 ~ -8 c 6.83 CO TOP= 710. _ CO TOP= 712.32 ~ F
Y --e ~ ~ 07.06 INV.= 709.21 " TW V STA:18+00 - ~ TW V STA~Pt+99.75 0
\ - SD-11 OFFSET: 40.50 $D-13 ,e 'r OFFSET•
INV-704.63
D-6.83 W ~ ~ SD-10 1 N V= 706.06 SD-12 INV=708.06 ~ W
SD~14---- ~ Z
! V ~0 O o O
INV=706.32
i?+00 13+00 14+00 15+ 16+00 17+ 18+00 18+00 19 20+00 +0 22 00 23+00
O U
11+15.17 - I-- I--- I- ~ I- I- ~ - I- - - - I- - I o~ I-- I~ I- - ~ O ~
. _ E CELSIOR MATTING - - INV=708.26 _ - - - -
W ~ - ~ ~ SD-82 ~~0 _
_ + ~ SD-38 - ~ ~ ~ ~
CO TOP= 708.95 / INV=705.67 \ i ~ /
INV.= 705.76 COT = 4
TW S STA:36+50 SD-4 INV=703.91 OFFSET: 40.50 ~ INV.= 709.46
~ / SD-81 ~ _ lEJ~ 468.80
- IP-6.52
_ _ - SD-36 _ ~t RWY~ - SD-41 SD-41 \ / SD-85 _ 710 _ r ~ ~ Z
_ _ M'b RVR~VS C-1 a g o
RELOCATED RVR _ - - _ a II ~ 3 ...705 ~ - -
ON R W ~ CO TOP= 708. ' - W..
PROTECT FROM ~ STA:18+13.08 1 l ~ CD-6.83 Q ~I ~ ~ ~ ~ a Q
~ AG PRESERVE RVR ~I,TE - 1 ~ U
UNTIL RELOCATED. _ - _ PRIOR TO°°-RE - I~S.-_ ~ ~ ' ~ j _ _ W Z ~
CONTRACTOR SH L - STRUCTURE AND If~STING - INV=702.68 D AFTER LOCATION. I ~ P- 52 D-4 O a
- NEW UCTURE, THE
- SD-3 C CTOR LL VERIFY _1. ADE TO WI HE IF T I ~ S 83 I R Q RE NG THIS _ Q ~ W
/ ~ RAIN I I /STR CTUR~ AND IN TA _ _ ~ ~ W
D-1 7 STING ST TUR B D~ - - / EW STRUCT,~URE, THE ~ a
IP-6.52 IP-6.52 05 USED. 05 I ONT CTOR SI~~L VERIFY ~ - -a-- a ~
- - - a- i , i _ - ~ _ _ / W TH OWNER IF ~fiHE 70 - ~ Z ~
IP-6.52 i ~ IP-6.52 S -39 I FXISTIN ~ STR~~TUR~.AN BE_ ~ ~ FAA C 0
O i~ ti INV=70 .75 / US D. _ m Q 3
~ w
~ - ONTRACTOR SHALL FIELD SD-34 _ INV= 0.24 106~~ a ~ Q
POWER AND CONI~ROL CABLES ERIFY INVERTS PRIOR IN =702.18 - BY OTHERS. PROTECT FROM DAMAGE W a m + I
RDERING STRUCTURE. , ~,..~...,....r., o 0
0
' 5 706 1~ -
SD-5 SD-35 ~ SD-40 I I SD-84 W a , O, , O ~ ~
Q z
NOTES: EROSIO EROSION CONTROL ~
V V-9 V-1~ 1. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON 3. FOR STORM DRAINAGE INFORMATION, SEE THE STORM DRAIN 6. THE UNCLASSIFIED EXCAVATION SHALL BE DISPOSED OF IN
THE PROJECT FOR THE COMPLETE DURATION OF THE PROJECT. PROFILES. THE WASTE AREA STOCKPILE. ALL OTHER WASTE MATERIAL THIS THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT - ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. ORIGINALL SEALED BY RONALD A. SEALED BY C. BRIAN
~ DI I (l~ TLJ~ C(ll I (l1AlInIC ClJ(11 II n (`MIC(1RAd T(1 TLJ~ nl(1pTLJ d I ITII ITV I (1('OTI(1nIC IAlll I nl~~n T(1 R~ ~I~I n V~RICI~n R(1TlJ Inl SEALED I
L. IILL VI II IL I VLLVYIIIVV VI IVVLV VVIVI VI\IVI V II IL IVVI\ II T. V IILI I LV V/l IIVIVV YYILL IYLLV V UL ILLV YLI\II ILV UV II I IIV GEIGER, GEIGER, P.E., LICENSE 1 L` SALYERS, P.E., LICENSE
- CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND LOCATION AND IN DEPTH PRIOR TO ORDERING ANY PRECAST 7. SEE PART A SHEETS 75 AND 76 FOR UNDERDRAIN DETAILS. NUMBE DESIGN MANUAL. STRUCTURES OR INSTALLING ANY PIPE TO PREVENT ANY 50 25 0 50 100 150 SEPTEMI NUMBER 14613 ON NUMBER 025680 ON ENGINEERING&PLANNING CONSULTANTS SHT.
UTILITY CONFLICTS. THIS MED SEPTEMBER 3, 2008. AUGUST 29, 2008. THIS 4944P(WAYPLAZABOULEVARD,SUTTE350 V-8 THIS MEDIA SHALL NOT MEDIA SHALL NOT BE
TEMPORARY SILT FENCE SF-6.62 BE CO HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 BE CONSIDERED A of the Carolinas CONSIDERED A CERTIFIED
INLET PROTECTION IP-6.52 5. INSPECT ALL SEDIMENT AND EROSION CONTROL MEASURES AFTER SCALE IN FEET CERTIFIE CERTIFIED DOCUMENT. DOCUMENT. PHONE: [phone] FAX: [phone]
SHEET INDEX CHECK DAM CD-6.83 EACH RAINFALL, MAKE REPAIRS AS NEEDED, AND REMOVE SEDIMENT. 1 "=50' 128 S Tryon Street, Suite 14001 Charlotte, NC 28202 www.talbertandbright.com OF

. ~ / e 1,
i ~ ~
SUB-DRAIN SUMMARY ~UMMARY LEGEND ~ ~ N
SD-14 6" PVC PIPE (PERFORATED) $D-21 6" PVC PIPE (NON-PERF.) (NON-PERF.) SD-59 6" PVC PIPE (NON-PERF.) - EXISTING CONTOUR a ~ ~ Q ~ ~
f BEGINNING INV.=710.36 BEGINNING INV.=717.39 V.=717.39 BEGINNING INV.=710.66 0 ~ rn
ENDING INV.=708.06 ENDING INV.=716.00 l ! 400 LF ®0.58% 94 LF ®1.48% 716.00 ENDING INV.=699.32 = _ _ = EXISTING STORM DRAIN ~ o O 127 LF ®8.93% - EXISTING DROP INLET ~
`r}
~ ~ SD-15 6" PVC PIPE NON-PERF $D-52 6" PVC PIPE NON-PERF. ~ ~ ~ ( ) ( ) l°"' BEGINNING INV.=710.36 BEGINNING INV.=714.50 (NON-PERF.) SD-60 6" PVC PIPE (PERFORATED) EXISTING FAA CABLE _ ` Y/ O V.=714.50 BEGINNING INV.=712.71 ~ ~
ENDING INV.=709.00 ENDING INV.=708.00 708.00 ENDING INV.=710.66 -699- ~ PROPOSED CONTOUR (BY OTHERS) 1 j
/ ,d _ 97 LF ®1.40% 125 LF ®5.20% '0% 349 LF ®0.59% ' w
s 1 _ SD-16 6" PVC PIPE (PERFORATED) $D-54 6" PVC PIPE (PERFORATED) -700- ~ PROPOSED INDEX CONTOUR (BY OTHERS) ~ (PERFORATED) SD-81 6" PVC PIPE (NON-PERF.) ~
A 1 Q ~ - BEGINNING INV.=712.71 BEGINNING INV.=716.52 V.=716.52 BEGINNING INV.=708.26 /699 PROPOSED CONTOUR ~ ~ ~ Z Q
? ` s' ENDING INV.=710.36 ENDING INV.=714.50 400 LF 0.59% 176 LF ®1.15% 714.50 ENDING INV.=698.05 Z J 5% 105 LF ®9.72% /700 PROPOSED INDEX CONTOUR O Z d
¦ PROPOSED STORM DRAINAGE STRUCTURE
N ~ $D-17 6" PVC PIPE NON-PERF. SD-55 6" PVC PIPE NON-PERF. 1 l ( ) ( ) (NON-PERF.) SD-62 6" PVC PIPE (PERFORATED) ~ ~ w O w
~ = / BEGINNING INV.=712.71 BEGINNING INV.=714.67 1 ENDING INV.=711.00 ENDING INV.=704.19 V.=714.67 BEGINNING INV.=710.66 ~ PROPOSED STORM DRAINAGE MANHOLE ~ r - ~ ~ w 704.19 ENDING INV.=708.26 ~ O
_ - 109 LF ®1.57% 130 LF ®8.06% i6% 352 LF ®0.68% PROPOSED STORM DRAINAGE PIPE ~ f Z Q
SD-18 6" PVC PIPE (PERFORATED) $D-56 s" PVC PIPE (PERFORATED) ~PER6052TED) PROPOSED SILT FENCE V! W U Q
~ / BEGINNING INV.=715.05 BEGINNING INV.=716.52 U ~
I.I. ENDING INV.=712.71 ENDING INV.=714.67 400 LF ®0.59% 370 LF ©0.50% 714.67 ' PROPOSED CHECK DAM ~ ~ ~ ~ i0% ~ , ~ W W ~
LIJ ~2 , PROPOSED INLET PROTECTION ~r ''I ~
v~ ~ $D-19 6" PVC PIPE NON-PERF. $D-57 6" PVC PIPE NON-PERF. Z ( ) ( ) (NON-PERF.) • , PROPOSED CONSTRUCTION LIMITS ` V, ~
l BEGINNING INV.=715.05 BEGINNING INV.=712.71 r ~ ,r I i J ~ ( ENDING INV.=714.00 ENDING INV.=701.39 V.=712.71 ~ ~ Q g 701.39 PROPOSED ROCK INLET PROTECTION J W ~ O
W \ ~ n 93 LF ®1.13% 130 LF ®1.02% 2% W w ~
2 y~ \ ~ _ $D-20 6" PVC PIPE (PERFORATED) SD-58 s" PVC PIPE (PERFORATED) PROPOSED EXCELSIOR MATTING ~ ~ (PERFORATED)
U s° BEGINNING INV.=717.39 BEGINNING INV.=714.67 V.=714.67 0 PROPOSED CONCRETE PAVEMENT U ~ ~''s ~ ~ N r~ ~ ~
ENDING INV.=715.05 ENDING INV.=712.71 / _ _ 712.71 r igq; ~ PROPOSED PAVED SHOULDER ~ ~o'
Q ~ ~ 400 LF ®0.59% 352 LF ®0.56%
.o°®
f O J` cp O
P Jj .JJ` ~ J
- - - ---a., . _ - Ul Ul O ~p ~ ~
/ 0] 0] N d W d ' U U N~ d Q
~ ~ 1 ~ ~
m Z p m ~J..~
2 ~ _ ~ ~j ~ I ~ ~ W Z ~ ~ ~ ~ ~ m ~ ~ Z W (n
730- U Z Y ~ ~ ~ U w
~ SEDIMENT TRAP ST-2 ~ ~ ,r w ~ ~ ~ I Q
OF DAM = 5.5' FT. ~ / j ~d~ ~ d d ~ U ~
2 DIMENSIONS: 376'X40'X4' FT. ` } t
.J SED EI~T RAP ST-3
7 ~ 20 / I ~ HEIGHT OF DAM = 5 FT. DIMENSIONS: 650'X60'X3.5' FT.
. _ ~ _
~ ' ` ® ~ C6-HEADWALL ~ ~
- 715 - . 720
- ~ ~ 30" INV I 9 - _ LS M~TING - v - _ _ - ~ 71 . ~ ~
_ , 710 -
~ - 715 h~ OC
- - ~ 05 ~I ~
0 ~ t
710
J 715 ~ ~ ~
71 SPILLOUT 715 ~ ~ Z
SPILLOUT ~ J.NV=7 0 ~ ~.-w.~---....~ C4-HEAD L INV=709.00
~ 1LLOUT 1 I N V= 714.00 - ~ ~ ~
CO TOP= 712.32 CO OP- .66 ~ _ C.0 I0~ 717...0.0.._.-•-,- ~ S - CO TOP=719.34 ""°°°'`--___y NV= 16. ~ F
INV\=°` 709.21 INV.= 71 $D- - INV.- - TW V STA~:~N+99.75 - T~ ~'STA: 25+99.75 _ _ _ T INV.- 3 HV-V.= 2 - y T 9.75 TW V STA: 33+99.75 0
r OFFSET $D-15 OFFSE ~ ~ OFFSET: OFFSET: 40.50 OFFS O ~ Z
INV=710.36 INV=712.71 =715.05 ~ W
SD-14 SD-16 SD-18 - - - SD-20 ~ Z
INV=717.39
+0 22 00 23+00 24+00 25+00 2 27+00 28+00 29+00 30+00 31+0 32+00 +00 34+00 35+00 36+00
I I- - I- I- I- I- I- - I- ~ I- I- I- - I ~ I - I--
~ INV=710.66 ~ INV=714.67 N
is INV=712.71
- - - - - - - - - - - - - - - - - INV=708.26 _ - - _ INV=716.52
~ SD-82 SD-60 SD-58 SD-56 ~ 720

i / m_
COT = 4 v ~
i ~ INV.= 709.46 gD-59 SD-57 ~ ~
~..-TNI~STA:22+68.80 SD-61 -O~FSEL 45.1. ~ ~ ~ S 5
_ ..®_.71.3 r
~ ~ ' X708 - ~ ~ ~ ~ ~ ~ ~ ~ Z
0 . a

05 ~ _ f _
CD-6° IP-6.52 CD-6. . „ - -6.52 CD-6. - ~ - ~ _ .8 l . _ a a - a IP-6.52 \ ~ ~ Q
. . o _ ~ . ~ ~ _ _ . I U - ~ O ~
J
P- 52 D r
d J ~ N
R T RE N G THIS o°~ = ~ " ~ - r- ~ ~ sD- 2 J C ~ Q
- /STR CTU AND IN TA ~ ~ o~ W
EW STRUC URE THE ""f ~
ON CTOR SH~L VERIFY ~ ,s ~ a ~ ~
W TH T OWNER IF SHE 70 - - L FXISTINO STR~C<TUR .AN BE_ ~ T~CL ° ~ _ ' ° _ FA'
~r / m Q

~ r ~ l ~ ~ W o~ ~
X06
a-~' a
°
_ rd.- ATCH LINE, ~HE T V-12
- -1 /
/ ~ SD• Q
~ ~ ~ Z
NOTES: EROSIO EROSION CONTROL ~
V V-9 V-1~ 1. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON 3. FOR STORM DRAINAGE INFORMATION SEE THE STORM DRAIN 6. THE UNCLASSIFIED EXCAVATION SHALL BE DISPOSED OF IN
' THIS THE PROJECT FOR THE COMPLETE DURATION OF THE PROJECT. PROFILES. THE WASTE AREA STOCKPILE. ALL OTHER WASTE MATERIAL ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. SEALED I SEALED BY RONALD A. SEALED BY C. BRIAN
7 AI I /1C TIJC C(11 I (11AlI~IC CLJ(1111 f1 ('(1NC(ll~~~ T(1 TLJC t`I/1DTL.1 ~ I ITII ITV I (1(`ATI(1NC IAlll I AICCf1 T(1 RC CICI f1 VCl71CICll R(1TL.1 ICI
L. fV LL VI II IL I VLLVYY IIVV -I IVVLV VVIVI VI\IVI I V II IL IVVI\ II T. V IILI I I LV VlS IIVI V.7 YYILL IVLLV I V UL I ILLY VLI\II ILV UV II I IIV GEIGER, GEIGER, P.E., LICENSE 1 L` SALYERS, P.E., LICENSE
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND LOCATION AND IN DEPTH PRIOR TO ORDERING ANY PRECAST 7. SEE PART A SHEETS 75 AND 76 FOR UNDERDRAIN DETAILS. NUMBE DESIGN MANUAL. STRUCTURES OR INSTALLING ANY PIPE TO PREVENT ANY 50 25 0 50 100 150 SEPTEMI NUMBER 14613 ON NUMBER 025680 ON ENGINEERING&PLANNING CONSULTANTS SHT.
UTILITY CONFLICTS. THIS MED SEPTEMBER 3, 2008. AUGUST 29, 2008. THIS 4944P(WAYPLAZABOULEVARD,SUTTE350 V-9 THIS MEDIA SHALL NOT MEDIA SHALL NOT BE
TEMPORARY SILT FENCE SF-6.62 BE CO HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 BE CONSIDERED A of the Carolinas CONSIDERED A CERTIFIED
INLET PROTECTION IP-6.52 5. INSPECT ALL SEDIMENT AND EROSION CONTROL MEASURES AFTER SCALE IN FEET CERTIFIE CERTIFIED DOCUMENT. DOCUMENT. PHONE: [phone] FAX: [phone]
SHEET INDEX CHECK DAM CD-6.83 EACH RAINFALL, MAKE REPAIRS AS NEEDED, AND REMOVE SEDIMENT. 1 "=50' 128 S Tryon Street, Suite 14001 Charlotte, NC 28202 www.talbertandbright.com OF

~ SUB-DRAIN SUMMARY ® LEGEND ~ ~ I I ~ SEE PART ~ I I I I I I I I \
o FOR CONTINUATION N i" PVC PIPE (PERFORATED) ~ ~ O ~ W o O
_ SD-20 6" PVC PIPE (PERFORATED) SD-27 6" PVC PIPE (NON-PERF.) SD-42 6" PVC PIPE (NON-PERF.) SD-49 6" PVC PIPE (NON-PERF.) SD-56 6" PVC PIPE (PE EXISTING CONTOUR BEGINNING INV.=717.39 BEGINNING INV.=728.43 BEGINNING INV.=721.47 BEGINNING INV.=715.68 BEGINNING INV.= 3EGINNING INV.=716.52
® EXISTING STORM DRAIN ENDING INV.=715.05 ENDING INV.=727.50 ENDING INV.=716.00 ENDING INV.=711.85 ENDING INV.=714 =NDING INV.=714.67 M1 o OF G~''ADNG \ LSOR MATTING \ o ~ ~
400 LF ®0.59% 71 LF ®1.31 % 135 LF ~ 4.05% 189 LF ®2.03% 370 LF ~ 0.50% EXISTING DROP INLET 370 LF ~ 0.50% ~ ~ - - o O
I SD-21 6" PVC PIPE (NON-PERF.) SD-28 6" PVC PIPE (PERFORATED) SD-43 6" PVC PIPE (PERFORATED) SD-50 6" PVC PIPE (PERFORATED) o ..~~h S N ~ ~ z
EXISTING FAA CABLE BEGINNING INV.=717.39 BEGINNING INV.=733.36 BEGINNING INV.=725.24 BEGINNING INV.=719.93 ' ENDING INV.=716.00 ENDING INV.=728.43 ENDING INV.=721.47 ENDING INV.=715.68 - o
~ -699- PROPOSED CONTOUR (BY OTHERS) 94 LF ®1.48% 317 LF ®1.56% 415 LF ®0.91 % 344 LF ®1.24% d o
1 ~ -700- ~ PROPOSED INDEX CONTOUR (BY OTHERS) SD-22 6° PVC PIPE PERFORATED SD-29 6" PVC PIPE NON-PERF. SD-44 6" PVC PIPE PERFORATED SD-51 6" PVC PIPE PERFORATED 1NV=733.36
,,,r ( ) ( ) ( ) ( ) - ~699~ PROPOSED CONTOUR BEGINNING INV.=720.22 BEGINNING INV.=727.36 BEGINNING INV.=721.85 BEGINNING INV.=718.57 J \ z
f ! ENDING INV.=717.39 ENDING INV.=726.50 ENDING INV.=721.47 ENDING INV.=715.68 ~ W \
. ~700~ PROPOSED INDEX CONTOUR 400 LF ®0.71% 73 LF ®1.18% 76 LF ®0.50% 286 LF ®1.01% N ~ ~ Z d O Z
¦ PROPOSED STORM DRAINAGE STRUCTURE SD-23 6" PVC PIPE (NON PERF) SD-30 6" PVC PIPE (PERFORATED) SD-46 6" PVC PIPE (NON PERF) SD-52 6" PVC PIPE (NON PERF.) - - - n ~ O ~
r BEGINNING INV.=720.22 BEGINNING INV.=733.36 BEGINNING INV.=720.06 BEGINNING INV.=714.50 - 0 ~ PROPOSED STORM DRAINAGE MANHOLE ENDING INV.=719.00 ENDING INV.=727.36 ENDING INV.=714.33 ENDING INV.=708.00
93 LF ®1.31 % 400 LF 1.50% 127 LF ®4.51 % 125 LF ~ 5.20% ~ ~o ~ `I~ - ~ ~~w ~ C9
PROPOSED STORM DRAINAGE PIPE I N ~ Q
- - - } PROPOSED SILT FENCE SD 24 6" PVC PIPE (PERFORATED) SD 31 6" PVC PIPE (NON-PERF.) SD 46 6" PVC PIPE (PERFORATED) SD-53 6" PVC PIPE (PERFORATED) BEGINNING INV.=723.64 BEGINNING INV.=720.26 BEGINNING INV.=721.85 BEGINNING INV.=716.51 . ~,r~ ~ 1 ~ 1 - ~ - ~ Q
PROPOSED CHECK DAM ENDING INV.=720.22 ENDING INV.=718.15 ENDING INV.=720.06 ENDING INV.=714.50 o ~
7 420 LF ®0.81% 90 LF ~ 2.34% 357 LF ®0.50% 401 LF ®0.50% I~ _ - s
Q / ~ ¦ ~ PROPOSED INLET PROTECTION L SD-25 6" PVC PIPE (NON-PERF.) SD-32 6" PVC PIPE (PERFORATED) SD-47 6" PVC PIPE (NON-PERF.) SD-54 6" PVC PIPE (PERFORATED) Q
- ~ ~ PROPOSED CONSTRUCTION LIMITS BEGINNING INV.=723.64 BEGINNING INV.=727.36 BEGINNING INV.=718.57 BEGINNING INV.=716.52 ~.r' ~ ~ o ~ ~ w
' ~ ENDING INV.=722.00 ENDING INV.=720.26 ENDING INV.=711.85 ENDING INV.=714.50 W PROPOSED ROCK INLET PROTECTION % % % % ° ' 122 LF ®1 34 0 410 LF ®1.73 0 108 LF ®6 22 0 ~ ~_1 ~l 176 LF ®1.15 0 ~ w ~
W \ ~ PROPOSED EXCELSIOR MATTING SD-26 6" PVC PIPE PERFORATED SD-33 6" PVC PIPE PERFORATED SD-48 6" PVC PIPE PERFORATED SD-55 6" PVC PIPE NON-PERF. r
o SD-28 D-s.a3 ~
PROPOSED CONCRETE PAVEMENT BEGINNING INV.=728.43 BEGINNING INV.=727.31 BEGINNING INV.=720.06 BEGINNING INV.=714.67 ENDIN INV.=723.64 ENDIN INV.=720.26 ENDIN INV.=718.57 ENDIN INV.=704.19 ~ Z v? G G G G _ CO TOP= 733.48
~ PROPOSED PAVED SHOULDER 284 LF ®1.69% 403 LF 1.75% 298 LF ®0.50% 130 LF ®8.06% 0 _ J ,-W ~ ~ ~ , ~ - SD-30 ~ INV.= 730.36 ~ N ~ ~ ~ TW N STA: 27+00
~ f t / ie
W , 2 CD-6.83 O _ 1 ~ ap
r` - ~ 1 , I ~(f, V p O it l~ ~p O
~ J_
Q` _ - ~ ~ ~ N
d _ Ul Ul O ~p ~ ~ ti ~ I 0] 0] N W W d U U N~ d Q
~
~ :f--- ~ I 1 m z 0 ~ o
l.. m w r. / Q W Z m ~ ~ ~ ~
~ 1 ~ t E.Z((CELSIOR MATTING p N ~ z w w z~~ ~ ~'y INV=728.4_3 ~ ~ ~ ~ ~ ~ U W
r~. r SD-2 $ ~ _ \ f w ~ ~ ~ z Q
' j , ' ! ~ d d ~ U ~ J
-b , ~ l ~ ~ I ~
! ~ SEQIM T T AP S -4 #
- HEIGHIT OF 7 FT. ~ C8-HEADWALL DIMES S: 224'X80'X5.5' FT. _ E S LOUT ~ ~ ' IN = 27.50
2 T
~ ~ ~ ~ ~ { ~ 42" INV IN=705.50f r a ~ 2 1
~ Z 720 ~ r D-6.83 .---''a -6.83
~ , I ` 725 ~ SD• 9 ~ ~ H
715 710 ~ ~ ~ ~ - _ - - + ~ OC O f ~ boo
720 O CD-6.8 ~
715 I INV=727.36 0 ~ ~
~ ~
710 - , ~ INoo 50 _ o
I -
Y 715 LLOUT e 1
- II IN~=722.0 s SD-26 1.7~ ~ ~
m - _ _
_ - _ - - = al SPILLOUT O TOP= 72 .9 . CO TOP- 719.34 N V- 16.66 CO TOP 721 ~ V~ ~ .00 - - _ V.= 2 = ~ INV.= 0 _ ° F
• - TW V STA:33+99.75 _ TA: 37+99.75 TA: + . 8 _ \ SD-25 ~
OFFS $D~i, O~FSFT: 40.50 - SD-23 -@FFSET: 41.57 . o - ~ o Z
INV=720.22 _ ~ ~ W N
SD-20 SD-22 SD-24 _ ~ INV=723.64 Z
INV=717.39
+00 34+00 35+00 36+00 37+00 8+00 39+00 40+00 41+00 42+00 43+ 43+00 +00 45+ 46 00 SD-32
J
I I I I - I I I I T I I O
N ~ INV=720.06 )6
CD-6.83
- INV=716.52 INV=718.57 _ ~ - - - -
SD-56 ~ 720 ~ ~
- ~ ~ SD-48
\ / SD-48 ~
~ ~ W
+ ~ D-45 _ N
"ti O \ INV 721.85 ~ ~
O / CO = 727.40 t - 723.38 Z
SD 54 ' - 71.7 _ SD-51 2 _ ~
~ _ 715 - - TW N STA: + 5.50 Q ~ p OFFSET: 40.50 ~ ~
_ _ _ ,
c-. - r IP-6.52 CD-6.83
IP-6.52 , . ~ e - o - 9 } _ 1~o sD 1 ~ ~ W ~ w 4'~ R P _ a Q
~ e _ _ m-- e ~ ~ _ ~
-~O J 1 IP-6.52 1 ~ ~ ~2~ ~ _ IP.~-6-r.~ SNP SD-31 i IP-6.52 J Z IP-6.52 W
+ ~ ~ , O 717
D- 2 O COI r' / ~ ~ CONTRACTOR SHALL D D-42 0 = Q D ~
°f ~ ~ ~ ORI INV 714.50 SD 9 r' ~ ~ _ r-- ORDERING STRUCPRIRE _ I INV=7 .26 -CENT CTOR r ALL FIELD ~ p~ W VERIFY INVERT PRIOR,., Q
n 0 = 1.47 I Of3Q~Rl~ RE. a ~ ~
T ~ ~ -f` -
INV=715.68 m a 3 h ~ ~
/ t
- / ~ ~ Q ,o ~ ~ a m
. ~ w ~ _ - ~ a
O O ~ PROPOSED D CT ~ O
- -1 BANK (BY T S) o
/ SD- 3 SD-5 0 6 SD-43 I -39 /1ti Q
z
NOTES: EROSIO EROSION CONTROL ~
V V-9 ~/-1O 1. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON 3. FOR STORM DRAINAGE INFORMATION, SEE THE STORM DRAIN 6. THE UNCLASSIFIED EXCAVATION SHALL BE DISPOSED OF IN
THE PROJECT FOR THE COMPLETE DURATION OF THE PROJECT. PROFILES. THE WASTE AREA STOCKPILE. ALL OTHER WASTE MATERIAL THIS THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. ORIGINALL SEALED BY RONALD A. SEALED BY C. BRIAN
2. ALL OF THE FOLLOWING SHOULD CONFORM TO THE NORTH 4. UTILITY LOCATIONS WILL NEED TO BE FIELD VERIFIED BOTH IN SEALED I
_ CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND LOCATION AND IN DEPTH PRIOR TO ORDERING ANY PRECAST 7. SEE PART A SHEETS 75 AND 76 FOR UNDERDRAIN DETAILS. NUMB S GEIGER, P.E., LICENSE 1 1 J` SALYERS, N.E., LICENSE V~10
DESIGN MANUAL. STRUCTURES OR INSTALLING ANY PIPE TO PREVENT ANY NUMB 50 25 0 50 100 150 SEPTEMI NUMBER 14613 ON NUMBER 025680 ON ENGINEERING&PLANNING CONSULTANTS SHT. 1
UTILITY CONFLICTS. THIS MED SEPTEMBER 3, 2008. AUGUST 29, 2008. THIS 4944P(WAYPLAZABOULEVARD,SUTTE350 THIS MEDIA SHALL NOT MEDIA SHALL NOT BE
TEMPORARY SILT FENCE SF-6.62 BE CO HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 BE CONSIDERED A of the Carolinas CONSIDERED A CERTIFIED
INLET PROTECTION IP-6.52 5. INSPECT ALL SEDIMENT AND EROSION CONTROL MEASURES AFTER SCALE IN FEET CERTIFIE CERTIFIED DOCUMENT. DOCUMENT. PHONE: [phone] FAX: [phone]
SHEET INDEX CHECK DAM CD-6.83 EACH RAINFALL, MAKE REPAIRS AS NEEDED, AND REMOVE SEDIMENT. 1 50' 1 128 S Tryon Street, Suite 14001 Charlotte, NC 28202 www.talbertandbright.com OF

I u ~ r $ _$g ~ t ~ I FXISTIN ,~STR~~TUR~.AN BE-~AA cn ~ ~
= IP-6.52 , i 7 IP-6.52 INV=70 .75 ~ US D. _ ~
O i i ~ w 0
SD-34 INV= 04.2 06~~~ _ ~ ~ o
ONTRACTOR SHALL FIELD / POWER AND CONTROL CABLES w 1
ERIFY INVERTS PRIOR IN =702.18 ° ~ t ` - BY OTHERS. PROTECT FROM DAMAGE RDERING STRUCTURE. 0
{ p5 - - 706
1 SD-5 SD-35
~ , I I ~ ~ SD-40 SD-64
A~, ~ uL ~ FAA L I I ~ ~
O + , z _ o z
CO TOP= 706.09 D CT BAN DUCT BANK ~ ~
INV.= 703.66 ~0~ w ~
TW S STA:40+17.83 PROPOSED DUCT 707 OFFSET: 40.69 .__--'f ~ ~ ~ CO ROL CABLE BY OTHERS
fps BANK (BY OTHERS) p PROPOSED DUCT PROTECT FROM DAMAGE z
CONTROL CABLE BY OTHERS I ~ I BANK (BY OT ~
POWER AND CONTROL PROTECT FROM DAMAGE
BY OTHERS. P T FROM AGE CONTROL CABLE BY OTHERS , W
PROTECT FROM DAMAGE ~ ~ 1 1 0 0
~ ~ j~~1
N 18RRDR-1 18RRDR ~ ~ Q
J
708 )8 / \ INV=706.97 fem..- ~ ~
X13
13* ~ * 8RRDR TYP, / cn \ ~ 13*
18RRDR* TYP ~ INV-704.65 ~ INV=705 33 ~ 'INV-706.13 r ~ ~ o \ / 18RRDR* TYP. 706.1 j o ~ _ f. _
~ 71 NOTES: ~ 00 0 0 ~ o
_ 1. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON o N
- ~ THE PROJECT FOR THE COMPLETE DURATION OF THE PROJECT. ~ m o m ~ ~ ®
~ ~ - m m N d W d
+ ~ ~ r'"` 2. ALL OF THE FOLLOWING SHOULD CONFORM TO THE NORTH ~ ~ N ~ m Q CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND

2 ~ '"f ~ 12 DESIGN MANUAL. m W o} m o
p~ n., TEMPORARY SILT FENCE SF-6.62 °w ~ ~ m ° ~
- _ - _ ~ - INLET PROTECTION IP-6.52 ~ ~ ~ ~ ~
' ~ r * , #12-~ ~ _ e_.... CHECK DAM CD-6.83 w o o ~ z Q
r o m m o v o _ _
3. FOR STORM DRAINAGE INFORMATION, SEE THE STORM DRAIN a' PROFILES.
17*
W * ~ - . > _ + _ _ 4. UTILITY LOCATIONS WILL NEED TO BE FIELD VERIFIED BOTH IN
+ 13 4 ~ - i ~ ~ LOCATION AND IN DEPTH PRIOR TO ORDERING ANY PRECAST
18RRDR* TYP. O ~ 18RRDR* TYP. O I STRUCTURES OR INSTALLING ANY PIPE TO PREVENT ANY
~ ~ ~0 ~ UTILITY CONFLICTS.
I " - _ V1
~ / INV=705.18 17* 13* 13* + ~ ~ ° 5. INSPECT ALL SEDIMENT AND EROSION CONTROL MEASURES AFTER ~ F
INV-7 47 18RRDR* TYF ~18RRDR* TYP. O EACH RAINFALL, MAKE REPAIRS AS NEEDED, AND REMOVE SEDIMENT. ~ ~ 12
20- 119 J #19* 6. THE UNCLASSIFIED EXCAVATION SHALL BE DISPOSED OF IN
w rn ~ 709 w THE WASTE AREA STOCKPILE, ALL OTHER WASTE MATERIAL ~ ~
SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. 0
~ 70 ~ I ~ " INV=70: 7 n ~ I~ INV=705.7 `INV=705.99
„--g ~ OQ 1 J + ~ 8RRDR 7. SEE PART A SHEETS 75 AND 76 FOR UNDERDRAIN DETAILS.
J _ / a
` O _ SD 85 , . ~ - ~ _ ~0 1 CO - 705.55 5
NV.- INS T'A'B ~ Z
' S STA:44+66.92 ~19* -°'1 OFF 3.15 2" DUCT W ~ ~ O
FAA C CABLE 06 IP-6.5 ~ ~ 2
~ ' - - - - u ® _ 1, PIPE LOC~ONS, ANGLES, ~ 0
` -2 / 3" DUCT 2" DUCT ° ~ o • - Uk I I AVERTS ARE ~ Z
~ . - ~'pw a APPR~XI ATE. NTRACTOR ~2~ ~ ~ ~ ~
R ~ o- I I SOAOR ER N1 G. RIFY PRIOR T ~ ~ ~ F
~ cn ~ r ~ ~ /
~ ~ I, o $ _ , 2
S ~ GRADE ~0 ~ t,~y DRAIN / ~ FAA CONTROL CABLE I E-1
SD-87 i' ~ ~ RAP ,r a v ~ ~ - ~ CONTR{ IP-6.52
o _ SD-82 I FAA
to ~ SD-79 _ ~ \ ~ 0* J
f , ~ ~ _ ; ;
o ~ ~ - o C o r ~ u20* ~ ~ ,
INV=700.50 r CaC _ - L~
w
Q + CONT S FIELD - ~ O VERIFY INVERTS PRIOR
O BB 2 DUCT ORDERING STRUCTURE. I I
~ ` J I v* _ i i , o
O r 1 S
CTS I 1' IP-6.52 J ( ~ IP-6.52 - I : ~ + ~ ~ / 17,19
SD 81 IN ,9$,:30 20*- ~ f - - SD-81 / 54" RCPT' ~ ® ~
~ ~ ~
w` ~ -86 ~ S 8 - ~ q
o ' _ ] 20-120 E-3 #4 1 N fir';;. i INV=704.45 ` ~ ~ - a J
Z ~ ~ J ' s ~ . r 3 a II
~ r> + r 2 DU INV=703.97 ~ ~
CO ~P= 700.18 u--~ - ~o~ ~ C7 ~ Q
INV':= 696.81 Y ~ - ~ a '~e ~ ` LL ~
'7W S STA: 46+60.48 ( ~ J /r L OFFS SD-83 ~ z p
r ~ v SD-83 ~ ~ ~ W Q
Q LEGEND . , 'a / °o \ sD-so ~ J ~ ~
J EXISTING CONTOUR / \ Q ~W
r l - \ ~ ~ INV=705.65 ~ ~ 710 ~ .-f ~ o~ W
- - - EXISTING STORM DRAIN \ - i - /f/ ~ xrx ~ ~ q9 r ~
EXISTING DROP INLET ` .:J:' q9 - - _ _ _ INV=707.80 a ~ ~ - ~ Zv
EXISTING FAA CABLE
m 0
-699- PROPOSED CONTOUR (BY OTHERS) 15 SUB-DRAIN SUMMARY
-7oa- ~ PROPOSED INDEX CONTOUR (BY OTHERS) 15 f,,
SD-78 6" PVC PIPE NON-PERF. SD-83 6" PVC PIPE PERFORATED ~ 699 PROPOSED CONTOUR ( ) ( ) I:" / BEGINNING INV.=704.45 BEGINNING INV.=705.65 N ~ ~ ~
e e ' L 700 PROPOSED INDEX CONTOUR ENDING INV.=698.29 ENDING INV.=703.97 SD-5 6" PVC PIPE (PERFORATED) SD-39 s" PVC PIPE (NON-PERF.)
~ 116 LF ®0.53% 336 LF ®0.50% BEGINNING INV.=704.65 BEGINNING INV.=703.75 X15 X15 ~ #13, 16N, 12, T'8; o
¦ PROPOSED STORM DRAINAGE STRUCTURE ENDING INV.=702.68 ENDING INV.=700.50 ~ SD-79 6" PVC PIPE (PERFORATED) SD-84 6" PVC PIPE (NON-PERF.) 395 LF ®0.50% 142 LF ®2.29% 18RRDR ~ o
PROPOSED STORM DRAINAGE MANHOLE BEGINNING INV.=705.99 BEGINNING INV.=700.50 u20 #17, u19 w
ENDING INV.=704.45 ENDING INV.=700.00 $D-34 6" PVC PIPE (NON-PERF.) SD-40 6" PVC PIPE (PERFORATED) PROPOSED STORM DRAINAGE PIPE 307 LF ®0.50% 89 LF ®0.56% BEGINNING INV.=702.18 BEGINNING INV.=706.13 N
PROPOSED SILT FENCE ENDING INV.=700.77 ENDING INV.=703.75 o _ _ 7- - _ I i Z
$D-80 6" PVC PIPE (PERFORATED) $D-85 6" PVC PIPE (PERFORATED) 167 LF ®0.84% 355 LF ®0.67% EROSION CONTROL ~
PROPOSED CHECK DAM BEGINNING INV.=707.80 BEGINNING INV.=705.18 EROSO V V-9 V-10 ENDING INV.=704.45 ENDING INV.=700.50 $D-35 6" PVC PIPE PERFORATED $0-64 6" PVC PIPE PERFORATED
( ) ( ) THIS • PROPOSED INLET PROTECTION 356 LF ®0.94% 337 LF ~ 1.39% BEGINNING INV.=705.33 BEGINNING INV.=706.97 THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
~ ENDING INV.=702.18 ENDING INV.=704.24 ORIGINALL SEALED BY RONALD A. SEALED BY C. BRIAN
PROPOSED CONSTRUCTION LIMITS SD-81 6" PVC PIPE (NON-PERF.) SD-86 6" PVC PIPE (NON-PERF.) 315 LF ®1.00% 323 LF ®0.85% SEALED I
aw viv vu vv.=iua~i owivvivu ivv.=oyo.uu OEIGEH GEIGER, P.E., LICENSE 1 L` SALYERS, N.E., LICENSE V~11
PROPOSED ROCK INLET PROTECTION ENDING INV.=702.70 ENDING INV.=692.00 73 LF ®1.74% 186 LF ®3.39% 50 25 0 50 100 150 NUMBER 1~ NUMBER 14613 ON MARCH NUMBER 025680 ON ENGINEERING&PLANNINGCONSULTANTS SHT. 17, 2008. THIS MEDIA MARCH 17, 2008. THIS 4944P(WAYPLAZABOULEVARD,SUTTE350
0 PROPOSED EXCELSIOR MATTING 17, 2008 SHALL NOT BE MEDIA SHALL NOT BE
SD-82 6" PVC PIPE (PERFORATED) SD-87 6" PVC PIPE (PERFORATED) SHAL 0 PROPOSED CONCRETE PAVEMENT BEGINNING INV.=705.70 BEGINNING INV.=704.47 CONSIDER[ HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 CONSIDERED A CERTIFIED of the Carolinas CONSIDERED A CERTIFIED
ENDING INV.=703.97 ENDING INV.=698.30 SCALE N FEET DO 0 PROPOSED PAVED SHOULDER DOCUMENT. DOCUMENT. PHONE: [phone] FAX: [phone]
SHEETINDEX 307 LF ® 0.56% 457 LF ® 1.35% 1 =50' 128 S Tryon Street, Suite 14001 Charlotte, NC 28202 www.talbertandbright.com OF

~ ~ - FAn I ~ AA Cviv ~ , sr, ~,u _ ' ! 1 + 1 ~ I ~ o -FAA
INV=715.68 rn
_ ' d'' 1~h Q ~
v '`f f o ~n
- -1 W ~ ,,r'° o
O
s,, O ~ p PROPOSED D CT
~ BANK (BY T S)
~ SD- 3 SD-5 ,,t'
' rr ~ SD-43 -33 1~6 _
- z _ ~ I ~ o_ z
' DU BA CT BAN ~
r~0 ~ 1 , ~r'° I ~ W U
CONTROL CABLE BY OTHERS ~ ~ CONT CABLE BY OTHERS ~ CO TOP= 727.21 GJ 1 ~ 125 INV.= 72 . N ~
PROTECT FR DAMAGE ~ + PROP ED DUCT PR ECT FROM DAMAGE TW V STA: 45+ 9.36 - +
p B K (BY OTHERS) _ _ J OFFSET: 4 .12 O CO ROL CABLE BY OTHERS ~
,1 ~ 1 OTECT FROM DAMAGE ~ 18R o
CO TOP= 719.63 18 DR-115 w
J INV.= 715.50 '
TW V STA: 36+37.,5 ~ ! OFFSET: 400.00 >ti ~ r it ~ ~ ` ~ ~ ~ ~
- 126 / ~ 1 _ w
/f - r 18RRDR ,O w
~ _ 729 ~
\ 121 - / w \ ~ N ~ ~ ~n
INV= 71 .93 INV=716.51 ~ O
O 18RRDR TY 13* INV=725.24 ~ - ~ \ _ 18RRDR* TYP: / 129 p ~ -
1 ~ ~ _ ~ wJ I~ ll
~'~J ~~~:1. O 0 ~ N
O INV=727.31 ~ ~
LEGEND ° s o ,r ~,,r
EXISTING CONTOUR ~ rrf U U N~ d Q
~
- EXISTING STORM DRAIN } ~ m W p m 0
EXISTING DROP INLET /r
s Z R C R C 12 R - R C EXISTING FAA CABLE ~ . • R C i R C R C, ~ R C W R C R C o~~ m o~
O -699- ~ PROPOSED CONTOUR (BY OTHERS) ` -
~3°' CONDUIT TYP. S ~ o o Q w w w ~ ~ ~ z Q
-700- ~ PROPOSED INDEX CONTOUR BY OTHERS ~ ~ ~ ( ) X21 ~ GL~- -c \ ~ ~ d d ~ U ~
699 PROPOSED CONTOUR ~ ~ ~ 21
\ /700 PROPOSED INDEX CONTOUR / _ ~
¦ PROPOSED STORM DRAINAGE STRUCTURE ~ ~ * * # 13 ~ 13
' 18RRDR* '`.°P. 18RRDR* 1 PROPOSED STORM DRAINAGE MANHOLE 1t1 Fi~
~ hKL1K* I TF'. • ~ ~ ~ PROPOSED STORM DRAINAGE PIPE _ - \ / 1 > ~ ~ Vf
I I ~ J :l VJ PROPOSED SILT FENCE ?1 + 18RRDR~
~ \
PROPOSED CHECK DAM 16N,18 o INV-727.05 ~ ~ I.N.1/...-..7.7 ~i.....4.4..\ ............................................................................................................C............................
~21~ r . PROPOSED INLET PROTECTION IP-6. 2 18
- ~ PROPOSED ONSTRU TION LIMITS * ~ 16 C C ~ 17 ~ blAo
~ , L o _ - X18-1~ ' ;
' PROPOSED ROCK INLET PROTECTION \ w 1. ~ h ~ \ w ~ 9 ~ ~ 0<
0 PROPOSED EXCELSIOR MATTING - s ~ \ \ X18 18*
IN '718.08 PROPOSED CONCRETE PAVEMENT INV=7 .38 ~ ~ ~ p
1 ~ , 18RRDR 16 ~ ~
PROPOSED PAVED SHOULDER 18,;;16N
l ~`21 ~ 00 DUC LE
\ .
' ~ - ----~,OTROL-AB
1L3~-~-~ L ~
6N ~ ~ \ p 1g~------- --...............................t.........................................................................J..........................................---- W
-IT
~e ~ ~ _ , I \ SD-69 \ _ N s Z
r+~y ~ .,l ~ ~ ...,,a„ ``1~"' 0 ~
~ 60.00' , - - - -
?7 O SD 73 \ DUKE POW 1W DUKE PO 1 1 +
_ - - O ~ ~ ~ I DUKE POW \ ~ - -
O ~ ` ; O
1' INV ~ 724.86 I
~ , 2" DUCT
' D-76 a ( e ~A *
SD 66
a;, ~ ~17* INV=723.06 ~
I ~^'a~LL SUB DRAIN CLEANOUT - -18* ~ (NC;: ~''AY ITE1vT~`
~ 1
N , D-71/ ~ I tJ
_ - O _ _ 3 + E-6 IP-6.52 ~ ~ IP-F.52 G',. IP 6.52 E-5 CD s.8. O a"' 18*~ #17* ~ p
O r \ ~ _ 48' RCP _ _ _ I ~ ~ tj
~r ~ e _ ~ , , ~ NOTES: - Z -
;ONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON 1 IP-6.5 ~ - a ~ o
' 18RR RI-116 1. THE CONTRACTOR / 'ROJECT FOR THE COMPLETE DURATION OF THE PROJECT,
~ INV=713.75 D- CO TO L F4~D" THE PROJECT FOR _ SD 5 _ ~2 VER'~ .11~•VER~ P-R~OR--- _ 3 _II \ a - INV=724.00
- ° ti~ "bRDERING ST URE. 2. ALL OF THE FOLLC ~F THE FOLLOWING SHOULD CONFORM TO THE NORTH ` - - - _ W ~
1 INV=716.08 7 CAROLINA EROSION _INA EROSION AND SEDIMENT CONTROL PLANNING AND ~ 129 \ SD-68 ~ ~l _ ~ ~ - - Q ~ Q
- I 18-1. - ~ DESIGN MANUAL. N MANUAL. ~ \ ~ ~ H Q LL ~
r N a J~~_ J ~J O (n
~ TEMPORARY SILT F INLET PROTECTION )RARY SILT FENCE SF-6.62 N ~ W a
_ CHECK DAM PROTECTION IP-6,52 p \ / ~ ' - .14 J ~ C DAM CD-6.83 p ~9 J Q ~
k r~ti SD-74 ~ ~ 1 11 .:;i.: Q
~ ~ INV=722.04 _ ~ 3. FOR STORM DRAIN, ~ r; _ NORM DRAINAGE INFORMATION, SEE THE STORM DRAIN ~ ~ p~ W
. - ~ - . _ ~ - ~ PROFILES. ( LES. 1 ' r _ a ~ _
- _ ~5 ,
, 4. UTILITY LOCATIONS HIV Y LOCATIONS WILL NEED TO BE FIELD VERIFIED BOTH IN r _
LOCATION AND IN / s PION AND IN DEPTH PRIOR TO ORDERING ANY PRECAST ~ Z v
"`~~21 - STRUCTURES OR IP NV=715.38 / r UTILITY CONFLICTS ;TURFS OR INSTALLING ANY PIPE TO PREVENT ANY ~ - 17* m Q 3 Y CONFLICTS. / ~ ~ ~ w
~ ~ ~
1 N /r r , ~5. INSPECT ALL SEDI~ e r CT ALL SEDIMENT AND EROSION CONTROL MEASURES AFTER _ W__ ~ Q
- , a, - ~ - -III } .II '-III p - _ - - _ _ EACH RAINFALL, M a r O RAINFALL, MAKE REPAIRS AS NEEDED, AND REMOVE SEDIMENT. ~ " ~ " ~ " " a ~
_ ~ SUB-DRAIN SUMMARY X15 0
6. THE UNCLASSIFIED ;e - - . 1NCLASSIFIED EXCAVATION SHALL BE DISPOSED OF IN _ o
SD-33 6" PVC PIPE (PERFORATED) SD 66 6" PVC PIPE (NON-PERF.) SD 70 6" PVC PIPE (PERFORATED) SD 74 6" PVC PIPE (PERFORATED) THE WASTE AREA BEGINNING INV.=727.31 BEGINNING INV.=724.86 BEGINNING INV.=725.44 BEGINNING INV.=722.04 VASTE AREA STOCKPILE. ALL OTHER WASTE MATERIAL
\ I ~ N ~ ENDING INV.=720.26 ENDING INV.=718.61 ENDING INV.=723.06 ENDING INV.=716.08 SHALL BE DISPOSE N . BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. * , ~ w 22~ ~ Q
403 LF ®1.75% 148.5 LF ®4.21% 358.5 LF ®0.66% 314.5 LF ®1.90% 7° SEE PART A SHEET ART A SHEETS 75 AND 76 FOR UNDERDRAIN DETAILS. ~ z
SD-43 6" PVC PIPE (PERFORATED) SD-67 6" PVC PIPE (PERFORATED) SD-71 6" PVC PIPE (PERFORATED) SD-75 6" PVC PIPE (NON-PERF.) EROSIO EROSION CONTROL ~
V V-9 V-10 BEGINNING INV.=725.24 BEGINNING INV.=727.05 BEGINNING INV.=724.00 BEGINNING INV.=713.75
ENDING INV.=721.47 ENDING INV.=724.86 ENDING INV.=723.06 ENDING INV.=708.47 THIS 415 LF ®0.91% 295 LF ®0.74% 60.5 LF ©1.55% 225 LF ®2.35% ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
50 25 O 5D 1 QO 150 $D-5A fi" PVC PIPF (PFRF~RATFfII SD-BA fi" PVC PIPE (PFRFf1RATF~1 SD-72 fi" PVC PIPF (N(1N-PFRF 1 SD-76 fi" PVC PIPE (PFRF(1RATFIII SEALED I SEALED BY RONALD A. SEALED BY C. BRIAN
BEGINNING INV.=719.93 BEGINNING INV.=727.14 BEGINNING INV.=716.08 BEGINNING INV.=716.38 GEIGER, P.E., LICENSE 1 L` SALYERS, N.E., LICENSE V~12
ENDING INV.=715.68 ENDING INV.=724.86 ENDING INV.=713.40 ENDING INV.=713.75 NUMBER 1, NUMBER 14613 ON MARCH NUMBER 025680 ON ENGINEERING&PLANNING CONSULTANTS SHT. 1
SCALE IN FEET 344 LF ® 1.24% 254.5 LF ® 0.90% 109 LF ® 2.46% 284.5 LF ® 0.92% 17, 2008 SHAL 17, 2008. THIS MEDIA MARCH 17, 2008. THIS 4944P(WAYPLAZABOULEVARD,SUTTE350 SHALL NOT BE MEDIA SHALL NOT BE
1 =50 SD-53 6" PVC PIPE (PERFORATED) SD-69 6" PVC PIPE (NON-PERF.) SD-73 6" PVC PIPE (PERFORATED) SD-77 6" PVC PIPE (PERFORATED) CONSIDER[ HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 CONSIDERED A CERTIFIED of the Carolinas CONSIDERED A CERTIFIED
BEGINNING INV.=716.51 BEGINNING INV.=723.06 BEGINNING INV.=718.08 BEGINNING INV.=715.38 DO ENDING INV.=714.50 ENDING INV.=719.97 ENDING INV.=716.08 ENDING INV.=713.75 DOCUMENT. DOCUMENT. PHONE: [phone] FAX: [phone]
SHEET INDEX 401 LF ®0.50% 514 LF @ 0.60% 332 LF ®0.60% 272.5 LF ®0.60% 128 S Tryon Street, Suite 14001 Charlotte, NC 28202 www.talbertandbright.com OF

CONSTRUCTION SEQUENCE 50' MINIMUM ENTERLINE --CENTERLINE OF o 00
DITCH / DITCH ~ ~
THE CONSTRUCTION SEQUENCE IS AS FOLLOWS: PUBLIC STREET _ #57 WASHED STONE ~ RIP RAP w o ® 1' THICK x 3' HIGH (MIN.) / /
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES NECESSARY
TO COMPLY WITH THE STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, _ _ ~ o
HEALTH AND NATURAL RESOURCES (JUNE 2006 VERSION) AND APPLICABLE STATE AND LOCAL LAWS AND - - \ =LSIOR EROSION CONTROL BLANKET > F(Ow~
ORDINANCES, AND PREVENT STANDING WATER WITHIN PROJECT LIMITS. EXCELSIOR EROSION 2. INSTALL CONSTRUCTION ENTRANCES AND ACCESS ROADS IN LOCATIONS SHOWN, IN ACCORDANCE WITH STATE 6" MINIMUM THICKNESS
STANDARDS AND WITH MINIMAL DISTURBANCE TO SURROUNDING VEGETATION AND TREES. CONTRACTOR SHALL - - - - - ~ - ~ - ~ ~ ~ PIPE j
RECEIVE PRIOR APPROVAL FROM ENGINEER BEFORE TREE REMOVAL FOR ACCESS ROAD CONSTRUCTION. AFTER P-156 FILTER FABRIC UNDER STONE CONSTRUCTION, CONTRACTOR SHALL REMOVE ALL REMNANTS OF THE ACCESS ROADS AND RETURN AREA TO AS EXISTING GROUND
GOOD AS OR BETTER CONDITION.
3. ALL DITCH LINES DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR. ON ALL NEW OR DITCH LINI UNDISTURBED, UNPAVED DITCHES WITH A GRADE GREATER THAN 2%, AND IN OTHER AREAS AS DIRECTED BY THE 50' MINIMUM NOT TO iITCH LINER DETAIL ~ ~ f ~
INSPECTOR. INSTALL A TEMPORARY DITCH LINER OF FIBERGLASS ROVING ON THE DITCH BOTTOM AND SIDE SLOPES. NOTES: NOT TO SCALE ~ ~ ~
THIS TEMPORARY DITCH LINER WILL NOT BE MEASURED SEPARATELY FOR PAYMENT AND WILL BE CONSIDERED 1. EXCELSIOR MATTING SHALL MEET Tl INCIDENTAL TO THE PROJECT. SHALL MEET THE REQUIREMENTS OF SECTION ~ SEDIMENT STORAGE AREA ~ ~
4. PROVIDE SILT FENCE ADJACENT TO DITCHES AND AT THE TOE OF FILL SLOPES, UNLESS OTHERWISE SHOWN ON THE 1060-8 OF THE NCDOT "STANDARC ;DOT "STANDARD SPECIFICATIONS FOR ROADS AND / \ ~ w U
DRAWINGS. ALSO, PROVIDE ADEQUATE MEASURES IN AREAS WHERE NATURAL VEGETATION DOES NOT PROVIDE A STRUCTURES WITH THE EXCEPTION SUFFICIENT BUFFER AND AS DIRECTED BY THE ENGINEER. WHERE SILT FENCE AND TREE PROTECTION CONFLICT, ~ PUBLIC STREET MATTING. THE EXCELSIOR MATTING IELSIORXMATTING ~HALLEHAEVE A MINIMUM W IGHTIOOF / / I I 1 1 ~ ~
STOP SILT FENCE AT TREE PROTECTION. ~ 0.73 POUNDS PER SQUARE YARD. SQUARE YARD. THE MATTING SHALL BE INSTALLED IN Z
5. PROVIDE INLET SEDIMENT FILTER AT ALL NEW STORM INLETS. INLET PROTECTION MAY BE REQUIRED AT EXISTING ~ ACCORDANCE WITH MANUFACTURER INLETS IN THE EVENT SEDIMENT WILL RUN DOWNSTREAM TO AN EXISTING INLET. INLET PROTECTION SHALL CONSIST ~ 2. THE DITCH LINER THAT WILL BE US MANUFACTURER'S RECOMMENDATIONS. PERSPECTIVE VIEW U SAT WILL BE USED TO LINE THE DITCHES ON THE U
OF "BLOCK AND GRAVEL INLET PROTECTION" IN ACCORDANCE WITH THE DRAWING DETAILS. INLET PROTECTION PROJECT SHALL BE AMERICAN EXCI AMERICAN EXCELSIOR COMPANY CURLEX DOUBLE #57 WASHED STONE ~
SHALL BE INSTALLED ONCE GRADING IS NEAR COMPLETION. UNTIL THEN, INLET STRUCTURES WILL BE KEPT AT °0 NET (CURLEX II) OR SIMILAR APPR( SIMILAR APPROVED BY THE ENGINEER. ~ O
LEAST 2 FEET HIGHER THAN SURROUNDING GROUND. 3. EXCELSIOR MATTING SHALL BE INST 6. PROVIDE TEMPORARY ROCK SILT CHECK DAMS AT EACH STORM OUTFACE DITCH, AS SHOWN ON THE PLANS, AND DITCH A MINIMUM OF 50 LINEAR FE 'SHALL BE INSTALLED ALONG THE CENTERLINE OF THE SEDIMENT STORAGE ZONE O~P~' )F 50 LINEAR FEET FROM EACH INLET, BOTH DIRECTIONS, 1' W RIP RAP 5~~' ~
AS DIRECTED BY THE ENGINEER. UNLESS OTHERWISE INDICATED OR I INDICATED OR DIRECTED. ~ STORMWATER STORAGE ZONE ~ F~~~' ~
7. STOCK PILING OF EXCAVATED SOIL WITHIN THE PROJECT AREA SHALL BE PROHIBITED EXCEPT IN AREAS IDENTIFIED o A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A ON THE DRAWINGS, UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. ~~ly ~ w
8. WHEN CONTRACTOR'S EQUIPMENT IS REQUIRED TO CROSS A PUBLIC ROADWAY OPEN TO TRAFFIC, THE CONTRACTOR o STONE TO BE 2-3" COURSE AGGREGATE J CLASS B EROSION ~ ~ 3 w
WILL INSTALL CONSTRUCTION ENTRANCES ON EACH SIDE OF THE PUBLIC ROADWAY CROSSING, IN ACCORDANCE o THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT WITH THE DRAWING DETAILS. ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL CONTROL STONE ~ ~ ~'~~1 H ~ 2' PIPE
9. PERIODICALLY INSPECT AND REPAIR ALL EXISTING AND PROPOSED SEDIMENT CONTROL DEVICES. PERIODIC STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
INSPECTION SHALL BE DEFINED AS AFTER EACH RAINFALL EVENT OR WEEKLY, WHICHEVER IS MOST FREQUENT. THIS ,ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. INSPECTION INCLUDES ALL CROSS PIPES UNDER INTERSTATE 485 WHICH ACCEPT RUNOFF FROM THE PROJECT SITE. ,WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN 1' THICK NCDOT
10. PERFORM ALL NECESSARY MAINTENANCE ON EROSION AND SEDIMENT CONTROL DEVICES UNTIL A VEGETATIVE WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN #57 WASHED STONE ~ 2' DEEP x 4' WIDE KEY MAX. SEDIMENT DEPTH
COVER IS ESTABLISHED. SEDIMENT SHALL BE REMOVED FROM THE EROSION CONTROL STRUCTURES WHEN IT HAS APPROVED SEDIMENT BASIN. _ (CLEAN OUT POINT) ~
ACCUMULATED TO HALF THE DESIGN VOLUME. REPAIR AND REPLACE ALL DETERIORATED MATERIALS FROM o FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL. - ROADWAY AND DRAINAGE DITCHES. MAINTENANCE WILL INCLUDE CLEANING SEDIMENT FROM WITHIN CROSS PIPES ,STABILIZED CONSTRUCTION ENTRANCE IS A TEMPORARY EROSION AND SEDIMENT CONTROL MEASURE, AND SHALL BE VIII=1i~- 1,800 CU. FT/ACRE 5' MAX. SECTION o
UNDER INTERSTATE 485 WHICH ACCEPT RUNOFF FROM THE PROJECT SITE. REMOVED ONCE ALL HAULING IS COMPLETE. ONCE STONE IS REMOVED THE AREA SHALL BE SEEDED AND MULCHED I-III=~=_ ti' GENERAL NOTES ~ ~
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF ANY UNSUITABLE ~-III=III=11 MATERIAL TO THE DESIGNATED WASTE AREA. THE CONTRACTOR SHALL OBTAIN ANY AND ALL STATE AND LOCAL STABILIZED CONSTRUCTION ENTRANCE -III ;~~=III = LOCATION W, ft. H, ft. RIP RAP ~ m O > ~ ~
APPROVALS FOR THE TRANSPORTING OF UNSUITABLE MATERIALS ALONG ACTIVE ROADS TO THE DESIGNATED WASTE -I~= 30" RCP 2 3.5 CLASS I 1. ROCK PIPE INLET PROTECTION SHALL BE USED TO m m N w m d
AREA AND PROVIDE COPIESTO THE OWNER FOR RECORD. NOT TO SCALE -III ;VIII=III=III=III=III=1 1=III=III=III=III=III=III 12. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES UPON ESTABLISHMENT OF III III III III=III=III=I~=III=III=III _ _ _ _ _ 36" RCP 2 4 CLASS I PROTECT EXISTING/PROPOSED PIPE INVERTS. U U N U U Q -III-III-III-III-III-III-III-III-II n-nl-iii-n. 36" RCP 2 4 CLASS I 2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED
VEGETATIVE COVER AND COMPLETION OF PROJECT PHASE, UNLESS OTHERWISE DIRECTED. SILT FENCE AND CE-6.06 =III=III=III=III-III-III-III=III :I ~ I-I ~ I-I ~ I-~ ~ ~I I I-I ~ I-III-~ ~ ~I I I-~ III-III=III= UNLESS OTHERWISE NOTED. m Z O ~ o J1~=III=1~I=III ~I~ III ICI„I~I,;,~~ FILTER FABRIC 42" RCP 2 4.5 CLASS I w Z } m
TEMPORARY SLOPE DRAINS MAY BE REMOVED AND REUSED UPON APPROVAL OF INSPECTOR. 13. TEMPORARY SLOPE DRAINS ARE SHOWN ON THE DRAWINGS TO ILLUSTRATE GENERAL LOCATION AND SPACING. THE #57 STONE L =THE DISTANCE SUCH THAT POINTS CROSS SECT
CONTRACTOR WILL LOCATE THESE DEVICES BASED ON THE SEQUENCING OF CONSTRUCTION, DEPENDENT ON THE A AND B ARE OF EQUAL ELEVATION. )SS SECTION OVERFILL 6" FOR D ~p p ~ SETTLEMENT ROCK PIPE INLET PROTECTION ~ W W ~ v w
HEIGHT AND DIRECTION OF GRADING OF THE FILL OPERATION. ADDITIONAL SLOPE DRAINS MAY BE NECESSARY f DEPENDING ON THE PERFORMANCE OF EACH TEMPORARY SLOPE DRAIN TO ADEQUATELY PROTECT THE FILL SLOPES. 57 STONE tit
14. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS UNLESS OTHERWISE INDICATED, SHALL BE INSTALLED A # g NOT TO SCALE w ~ ~ ~ = Q
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF WORK AREA. - - . 15. MAINTAIN RECORDS OF ALL ACTIVITIES ASSOCIATED WITH SEDIMENT AND EROSION CONTROL MAINTENANCE AND L ~ d d ~ U ~
INSPECTIONS INCLUDING: WEEKLY INSPECTION REPORT, DAILY INSPECTION REPORT, REPORT OF INSPECTION VARIES ~ IIII I ~ ~
IMMEDIATELY AFTER ANY RAINFALL EVENT WITH ~-INCH OR MORE OF PRECIPITATION. - NOTES. i DESIGN OF SPILLWAYS - I~ 1.5' COMPACTED SOIL 2' MIN
16. COMPLY WITH THE FOLLOWING CONSTRUCTION SEQUENCE WITHIN EACH WORK AREA: - SPACE CHECK DAM IN A CHANNEL SO THAT THE CREST 1
OF DOWNSTREAM DAM IS AT ELEVATION OF THE TOE OF DRAINAGE AREA WEIR LENGTH ~ -I i FERTILIZING, SEEDING, AND MULCHING UPSTREAM DAM. (ACRES) (FT.) _ =
FERTILIZE, SEED, AND MULCH ALL AREAS DAMAGED BY CONSTRUCTION, REGARDLESS x rr 'rl' 2:1 SIDE SLOPE MAX ' ~
OF PREVIOUS CONDITION, AS OUTLINED BELOW: A 1 4.0 ~ - I- I~ EMERGENCY ~ 18" MIN f~
SEED BED PREPARATION: PREPARE THE SEED BED BY PULVERIZING THE SOIL 1.5' MIN. 2 6.0 ~ FILTER FABRIC _ IN AN APPROVED MANNER TO A DEPTH OF THREE 3 INCHES FOR FIELD s" MIN. 3 8.0 =1 ` BY-PASS 6" BELOW ~ I
O 4 10.0 I=L I I I CONDITIONS OR SLOPES THAT ARE 3:1 OR FLATTER AND TO A DEPTH OF ~ - - - 1:1
ONE 1 TO THREE 3 INCHES AS DETERMINED ON SITE FOR SLOPES STEEPER ` _ 5 12.0 III- O O _ IIIII~1:1 SIDE SLOPE MAX OFTDAM TOP I ~ H ~
THAN 3:1. TILL THE SOIL UNTIL A WELL PULVERIZED, FIRM, REASONABLY ~ 1 UNIFORM SEED BED IS PREPARED CONFORMING SUBSTANTIALLY TO GROUND ? I DIMENSIONS SHOWN ARE MINIMUM 3' MIN.
ELEVATIONS AS SHOWN ON THE PLANS AND/OR AS EXISTED PRIOR TO I ,i~ 6' TYPICAL ~ ~
CONSTRUCTION. THE DISTURBED AREA SHALL BLEND UNIFORMLY INTO ADJACENT I STONE SECTION TOPOGRAPHY. GOOD SURFACE DRAINAGE MUST BE PROVIDED, ALLOWANCES FOR \ I MAINTENANCE ~N 0 ~
SETTLEMENT MADE AND GROUND ELEVATIONS ADJUSTED ACCORDINGLY. VISIBLE I INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMEN- EMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL TEMPORARY DIVERSION DITCH
PONDING WILL NOT BE ALLOWED. REMOVE ALL STONES, ROOTS, STICKS, RUBBISH, I DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. F AND OTHER OBJECTIONABLE MATERIAL. P-156 FILTER FABRIC A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN Q
SOIL IMPROVEMENTS: INCORPORATE SOLID ADDITIVES IN AN APPROVED MANNER FACING. NOTES: NOT TO SCALE J
INTO THE TOPSOIL AT THE FOLLOWING RATES OR AS NEEDED ACCORDING TO SOIL A CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF T} ~E DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM 1. TEMPORARY DIVERSION DITCH SHALL BE CONSIDERED INCIDENTAL ~
TESTS.: OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EN CLASS B RIPRAP GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. r1ENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN TO THE PROJECT. / ~ Z
1. FERTILIZER - 1,000 POUNDS PER ACRE OF 10-10-10 FERTILIZER. EROSION CONTROL ~ 0
2. LIME - 4,000 POUNDS PER ACRE. STONE ~ STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM / CONSTRUCTION WITH SEEDING. ID DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER F
SEEDING: HYDRAULIC SEEDING SHALL BE UTILIZED UNLESS OTHERWISE #57 STONE / 2 I 0 t
SPECIFICALLY APPROVED BY THE ENGINEER. / SEDIMENT TRAP / 24" MAX.
1. THE SEED BED MUST BE IN GOOD, FRIABLE CONDITION AND NOT MUDDY at center NOT TO SCALE BAFFLE (TYP.) ~ ~ Z `~Q ~
OR HARD AT THE TIME SEEDING IS PERFORMED. _ P-156 FILTER NOTES: ST 6.60
2. APPLY SEED AT THE RATE SPECIFIED AND RAKE OR TILL INTO THE TOPSOIL WITH THE RESULTING FURROWS RUNNING ACROSS THE NATURAL SLOPE OF THE GROUND. UNDER FABRIC ~ EARTH BERM CC ~ W
NO CIRCUMSTANCES WILL ANY TILLING ACTIVITY BE ALLOWED PARALLEL WITH SAID SLOPE. / 1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES. 2. EARTH BERM SHALL BE STABILIZED W/ SEEDING ACCORDING TO NCDENR SPECIFICATIONS. TION S. Z F
MULCHING: MANUFACTURED MULCH SHALL BE UTILIZED UNLESS OTHERWISE SECTION A-A 3. SIDE SLOPES IN EXCAVATED AREAS SHALL NOT EXCEED 2:1.
SPECIFICALLY APPROVED BY THE ENGINEER. STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP 4. SEDIMENT TRAP IS A TEMPORARY EROSION AND SEDIMENT CONTROL MEASURE.
SEEDING MIXTURES AND RATES OF APPLICATION SHALL BE AS FOLLOWS. ALL RATES ARE IN POUNDS WATER FROM CUTTING AROUND THE DAM.
PER ACRE AND ANY RATES LISTED BELOW MAY BE CUT BY 1/2 FOR TEMPORARY EROSION CONTROL STONE CHECK DAM MEASURES ONLY.
NOT TO SCALE 8'-0" MAX (STANDARD STRENGTH FABRIC W/WIRE)
SEEDING RATES PER ACRE) S•
* SLOPES 4:1 OR GREATER AND GRASS LINED CHANNELS CD-6.8 6'-0" MAX (EXTRA STRENGTH FABRIC W/OUT WIRE) OPEN-FIELD
80# TALL FESCUE 100# TALL FESCUE WIRE FENCE (14 GAUGE MIN)
50# PENSACOLA BAHIAGRASS 40# PENSACOLA BAHIAGRASS WITH 6x6" MESH 40# KOBE LESPEDEZA 10# KOBE LESPEDEZA PLASTIC OR
1,000# FERTILIZER (10-10-10) 1,000# FERTILIZER (10-10-10) WIRE INTO TRENCH
4,000# LIME 4,000# LIME _ INLET ZONE 35% OF SURFACE J
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE AREA
_ _ _ _ RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING,
BE PLANTED OR OTHERWISE TEMPORARY GROUND COVER, DEVISES OR STRUCTURES SUFFICIENT TO RESTRAIN ` ' ' FIRST CHAMBER
EROSION. PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING 25% OF SURFACE AREA ~ Q
DAYS OR NO MORE THAN 90 CALENDAR DAYS (PER GENERAL STATUTE 113A-57 PARAGRAPH (2) & (3)). ' Z
INSTALL EXCELSIOR MATTING IN ALL GRASS LINED DITCHES AND ON SLOPES 2.5:1 OR GREATER. SECOND CHAMBER J O
i i i 25% OF SURFACE AREA Q 0
LAY ONE BLOCK ON SIDE ON BOTTOM ROW EACH SIDE CONCRETE BLOCK OUTLET ZONE ~ Q
OF BASIN FOR DEWATERING ELEVATION "HOG WIRE ATTACHED 15% OF SURFACE ARE X Z
TO POSTS WITH LENGTHS Q 0 w J
- OF WIRE - - Q HORIZONTAL METAL POST J V U
i " A ~ i ~ ' STEEL POST i ti-_-1. WIRED SECURELY TO VERTICAL ~
. ~ ~ POSTS W
_ ' " ` BACKFILL TRENCH BACKFILL TRENCH l . l- ~ ~ - ~ ~ : - AND COMPACT AND COMPACT PERSPECTIVE VIEW J W
- ~ FILTER FABRIG BAFFLE INSTALLATION -STEP 1 I~ ~ THOROUGHLY x THOROUGHLY _ +I N - STEP 1 FENCE AND FABRIC
, ~ '~<p ? a ~ NOTES: 1 BURIED IN TRENCH ~
~ I' i ~ 2:1 SLOPE, GRAVEL FILTER ~ ~ ~ ~ 57 WASHED STONE ~ z F ~ ~ (#57 WASHED STONE) # io o I Cp~y 1'-4" 1. DRIVE 5' STEEL POST AT LEAST 24" TOP OF BAFFLE SHOULD BE 6" Q LEAST 24" BELOW THE TOP OF THE BERM a W
1' HARDWARE CLOTH OR ~ I I N ~ INTO SOLID GROUND. ~ N O CUT 6" SLITS IN THE FENCE
' WIRE SCREEN 1 2" OPENINGS I 2. USE STAPLES 1' APART HORIZONTALLY I I, ) ~ AND VERTICALLY TO ATTACH THE HORIZONTALLY FABRIC WITH A KIIFE ALONG ~ ACH THE THE BOTTOM WIRE IN EVERY 6"x6" TRENCH, ' ~ ~
i i BLOCK ON SIDE 0D I i I z ~ FABRIC TO THE HOG WIRE. 'E~ OTHER SQUARE OF THE HOG BACKFILLED AND m Q ~
I FOR DEWATERING I I ~ - 3. SPACE THE BAFFLES ACCORDING TO ~ I I. ' ~ ~ THE APPROVED PLAN. ;ORDING TO WIRE VERTICALLY AND COMPACTED ~ Z
/ EXTEND FABRIC AND 4. THE FLOOR OF THE BASIN IN THE HORIZONTALLY ~ ~ Q w N IN THE ' ~ ~
_ - _ _ _ / ~ ~ WIRE INTO TRENCH 4~~ V-TRENCH OUTLET ZONE AND BERMS SHOULD 1S SHOULD
~ # AND BACKFILL BE SEEDED IMMEDEATELLY AFTER WIRE THE BASIN IS CONSTRUCTED a ~ . k .Y AFTER Q Z w ;TED a 0 I
TEMPORARY SEDIMENT POOL ~ . o
' ~ EMBEDMENT AND POST DETAIL 2 ~ 24,. BAFFLE INSTALLATION -STEP 2 0 0
~ ~ ~z 1 ~ NOTES:
SEDIMENT - - - -I t, ~ 1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND SHALL BE A MINIMUM SILT FENCE BAFFELED SEDIMENT TRAP ~ W W ~
DEPOSIT OF 14 GAUGE WITH 6x6 MESH SPACING. 2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE 1' MAX. Q NOT TO SCALE Z
FASTENED ADEQUATELY TO THE WIRE AND/OR POST IN ACCORDANCE WITH EROSION CONTROL ~
MANUFACTURERS RECOMMENDATION. ER( - - 3. STEEL POSTS SHALL BE 4 -0" IN HEIGHT AND BE OF THE SELF FASTENER
J ANGLE STEEL TYPE. THIS 4. SILT FENCE TO BE UTILIZED ON AS NEEDED BASIS, BASED ON CONSTRUCTION ORIGINALL THIS DOCUMENT THIS DOCUMENT TALBERT&BRIGHT ORIGINALLY ISSUED AND ORIGINALLY ISSUED AND
OPERATIONS AND GROUND CONTOURS. EXACT LOCATIONS TO BE DETERMINED SEALED I SEALED BY RONALD A. SEALED BY C. BRIAN
,I IN FIELD DURING CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL WEEP
UNUP INLtI HOLES WITH INLET PROTECTION. GEIGER, GEIGER, P.E., LICENSE 1 1 J` SALYERS, N.E., LICENSE V~13
BLOCK AND GRAVEL INLET PROTECTION WITH GRATE NUMBER ' TEMPORARY SILT FENCE NUMBER 14613 ON MAY NUMBER 025680 ON MAY ENGINEERING&PLANNING CONSULTANTS SHT. 1
NOT TO SCALE 22, 2008 NOT TO SCALE SHAL 22, 2008. THIS MEDIA 22, 2008. THIS MEDIA 4944P(WAYPLAZABOULEVARD,SUTTE350 SHALL NOT BE SHALL NOT BE
NOTE: IP-6.52 CONSIDER[ HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217 CONSIDERED A CERTIFIED of the Carolinas CONSIDERED A CERTIFIED
SF-6.62 BLOCK AND GRAVEL INLET PROTECTION IS A TEMPORARY DEVICE, AND SHALL DO DOCUMENT. DOCUMENT. PHONE: [phone] FAX: [phone]
BE REMOVED ONCE DISTURBED AREAS HAVE BEEN STABILIZED 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202 www.talbertandbright.com OF

W o ~
N N Q \ \
I+7 Q Q ~ o
.`~,~~~'~FESS,~O 'ti9~'~ Z C ; ' p
' SEAL 9~~' F
a Z 15424
~ ~ .PROJECT F>.~ E.
- II~IIe~1~T I~~~ II~~~II~~~I~~ '~i~ll FNS ~ NE~t~•' ~0 ~
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W ~ w U O
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~ ~
~ , ` ~ ~ ~k ~ N M ~ ~
,~~a ~ ,~rE,'-r~gL;,RpoRr ~I TYPE OF WORK: PAVI11iG, CURB ~ GUTTER, STORM DRAI11lAGE, PAV ~y\keh r PAVEME11tT
~ = ~ I N t MARKI11iG TRAFFIC C011lTROL EROSI011t CONTROL G _ PROJECT ~fu ~ ~ ~ 'DL, GRADIII~G,

'.I DUCT BA11iK 4 'il Y
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~I~~~~~~ - - STA68+79.36 AH =
-DET- STA.28+18.09 BK
-DET- STAl0+00.00 AH = O -
-L- STA.49+2830 BK ~LD DOWD RD ~ ~
INDEX OF SHEETS ................1 Spey 6 -L- OLD DOWD RD RELOCATION ASR //g/~ , ~
Title Sheer
General Notes IA Z
Typical Sections 2
Detail Sheet ..................................................................................2A 0 ~ ~ ~H
Drainage Summary 3
Plan Sheets 4-7 Z
Profik 8-12 ~~RpPD Lot
Traffic ControL TCPI-TCP4 N ~ S R W
Erosion Control ECI EC4 _ 5 5 H
sz
Cross Secrion XI X56 Stet
V_
CI
ENO coNSrRUCr~oN
-L- SrA.93+65.62
-0ET- LD D04V0 ROAD RELOCATION
A
W N
5~ z
W
o~ J
owe U
e`` nI N I..L
0
~ ~
L O
0 L. 1
i
U
0
J
~I I SR //9// pLD RD. W
OC
BEGIN CONSTRUCTION
-L- Sta. 35+86.96 D
OC
0
GRAPHIC SCALES PROJECT LE11iGTH GANNETT FLEM ING. INC.
Gannett Fleming ~ 'Na"~ ~'""h'"'
50 0 50 100 V = 40 mpk LENGTH ROADWAY PROJECT = 1.07 miles D
LF,IYGTH OF STRUCTURE = N/A
2006 STANDARD SPECIPlCATlONS J
PLANS TOTAL LEXGTH OF PROJECT = L07 miles o w
DET-
50 0 50 100 V = 40 mph Q Z
w J_
PROFILE (HORIZONTAL)

10 PROFILE (VERTICAL) 20~ SHT.
OF
FILE: K:\385561V8DGN\PACKAGES\OLD DOWD - PHASE 11\38556-OD-TITLE-l.dgn
DATE: 16-May -2007 10:10

W
ABBREVIATIONS GENERAL NOTES Q
O
ABAND ............................ABANDONED NTS..........................NOT TO SCALE A.D .................................ALGEBRAIC DIFFERENCE 0/H............................OVER HEAD
UTI~ITIES~ ASPH ..............................ASPHALT OC............................ON CENTER Z
UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE APPROX ..........................APPROXIMATELY PAVT........................PAVEMENT 0
HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR B/C .................................BACK OF CURB PC............................POINT OF CURVATURE F a
COMPLETENESS OF UTILITY INFORMATION. BIT ...................................BITUMINOUS PERM........................PERMANENT
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS WHOSE BM ...................................BENCH MARK PG............................PAGE N
FACILITIES WILL BE AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR BRG .................................BEARING PI.............................POINT OF INT SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF CB ...................................CATCH BASIN PK............................PK NAIL SET w 0
HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR ANY THIRD-PARTY C&G ................................CURB AND GUTTER PP............................POWER POLE z
INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS. CL ...................................CLEARANCE PROP........................PROPOSED 0
AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER C/L FENCE .....................CHAIN LINK FENCE PSE..........................PERM SW ESMT
LINES ONLY. ALL OTHER ADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE CMP ................................CORRUGATED MTL PIPE PT............................POINT OF TANGENCY w
VARIOUS UTILITY OWNERS. THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY CONC ..............................CONCRETE PVI...........................POINT OF VERT INT
OWNERS SO AS NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE. THE CITY WILL NOT CONST .............................CONSTRUCTION PUE..........................PERM UTILITY ESMT BE HELD RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF DB ...................................DEED BOOK r...............................RADIUS
OTHER UTILITY OWNERS. DI ....................................DROP INLET RT..............................RIGHT
DIA ..................................DIAMETER RCP..........................REINFORCED CONC PIPE ~ ~ N ~ ~ ~
DW ...................................DRIVEWAY RELOC......................RELOCATE
DIM ..................................DIMENSION R/W..........................RIGHT OF WAY o FOR UTILITY LOCATES CALL NORTH CAROLINA ONE-CALL @ 1-800-632-4949. E ......................................EAST/FASTING S...............................SOUTH
EA ...................................EACH SD............................STORM DRAIN o FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE-CALL CONTACT ELEV ................................ELEVATION SF............................SQUARE FOOT
PROJECT MANAGER. FOP .................................EDGE OF PAVEMENT S/R FENCE..............SPLIT RAIL FENCE
ESMT ...............................EASEMENT SS............................SANITARY SEWER W U ~
EXIST ...............................EXISTING STA..........................STATION GAS LINES WILL BE ADJUSTED/RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS. A F C .................................FACE OF CURB STD..........................STANDARD U Q ~
/ REPRESENTATIVE OF PIEDMONT NATURAL GAS MUST BE PRESENT JUST PRIOR TO AND FES ..................................FLARED END SECTION SW............................SIDEWALK
DURING CONSTRUCTION NEAR EXISTING GAS LINES, THE CONTRACTOR SHALL CONTACT FH ...................................FIRE HYDRANT TAN..........................TANGENT m W Z N m W
PIEDMONT NATURAL GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. FOC .................................FIBER OPTIC CABLE TCE...........................TEMP CONST ESMT W H H m Z W W Z Y (A
GV ...................................GAS VALVE TEMP........................TEMPORARY (7 ~ ~ ~ U W
HORIZ ..............................HORIZONTAL TP............................TRAVERSE POINT W ~ ~ ~ 2 Q
EXISTING SANITARY SEWER AND WATER ~ I NE ~ INT ..................................INTERSECTION T/W..........................TEST WIRE o a a o U o
INV ..................................INVERT TYP..........................TYPICAL
THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER IP ....................................IRON PIN SET U/G............................UNDER GROUND
LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL L ......................................LENGTH VC............................VERTICAL CURVE
IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE WITH DUCTILE IRON PIPE. THE LF ....................................LINEAR FOOTAGE VERT.........................VERTICAL CONTRACTOR SHALL REPLACE SANITARY SEWER AND OR WATER LINE, WITH A MINIMUM LT ....................................LEFT W.....•.•....•.•....•.•....•.•.WEST ~ ~
/ TEN FOOT SECTION OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO Ib ....................................POUND W/•.•.••••.•.••••.•.••.•••.••.WITH
FEET OF SAID LINES, VERTICALLY OR HORIZONTALLY. LP ...................................LIGHT POLE WM...........................WATER METER
MAX .................................MAXIMUM W VAULT..................WATER VAULT
MIN ..................................MINIMUM WV...........................WATER VALVE SUBSURFACE PANS ~ MONO ..............................MONOLITHIC 60p..........................SIXTY PENNY NAIL SET
mph ................................MILES PER HOUR ~...............................FOOT O Q
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR MAY MAKE MTL .................................METAL •.•....•.•....•.•....•.•......INCH Q J
HIS OWN INVESTIGATION TO DETERMINE SUBSURFACE CONDITIONS. N .....................................NORTH/NORTHING ~a
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FENCES O
THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR ~a
AS DIRECTED BY THE ENGINEER. ~ Z
TREES9 SHRUBS9 AND HEDGES W
THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, sZ
IN ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE
CONTRACTOR IS ALSO REQUESTED TO SAVE OTHER EXISTING TREES AND SHRUBS AS V-
DIRECTED BY THE ENGINEER. WHEN ROOT PRUNNING IS NECESSARY, CUT ROOTS CLEANLY
USING A DISC TRENCHER IN ACCORDANCE WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. USE PLYWOOD FORMS WHEN TREE
ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK.
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SIDE S~OPES~
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LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD 0 N
DRAWINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED A 3:1 (HORIZONTAL TO VERTICAL) Z
UNLESS DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED ONLY AS DIRECTED BY THE ENGINEER.
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EROSION CONTRO~~ 1..~ N
THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH
THE APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES. THE W
CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION. DISTURBED
AREAS SHALL BE SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER. THE CONTRACTOR SHALL FOLLOW THE EROSION CONTROL MEASURES SHOWN ON SHEETS EC1-EC4. V V? Q W
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STANDARDS
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THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE
APPLICABLE TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF Q
THESE PLANS. NCDOT STANDARDS SHALL BE USED. CHARLOTTE MECKLENBURG
LAND DEVELOPMENT STANDARDS MAY BE USED IF THERE IS NOT AN APPLICABLE J W
NCDOT STANDARD.
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NCDOT° ~ W . ~
STDo NO,~ TITLES
300.01 0 , o , o , o , , o ~ ~ ~ ~ METHOD OF PIPE INSTALLATION
840.02 , o , o , o , , o 0 0 , o ,CATCH BASIN 12" THRU 54" PIPE
840.00 ~~~~~~~~~~~~~~CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
840.03 0 , , o 0 0 , o 0 0 , o , o FRAME, GRATE & HOOD -FOR USE ON STANDARD CATCH BASIN
840.32 0 , , o 0 0 , o 0 0 , o , o BRICK JUNCTION BOX - 12" THRU 66" PIPE 840.54 ,o,o,o,oooo,o,MANHOLE FRAME & COVER D
840.66 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ DRAINAGE STRUCTURE STEPS
846.01 0 „ o00000o,o,oCONCRETE CURB & GUTTER
850.01 0„ o 0 0 0 0 0 0, o, o CONCRETE PAVED DITCHES 0
876.01 , o , o , o , o 0 0 0 , o ,RIP RAP IN CHANNELS 876.02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RIP RAP AT PIPE OUTLETS
1605.01 0„ o 0 0 0 0 0 0, o, o TEMPORARY SILT FENCE 0
1632.03 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ROCK INLET SEDIMENT TRAP TYPE "C"
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Gannett Fleming
GANNETT FLEMING, INC. 301 S.McDOWEU STREET SUITE 1008
CHARLOTTKNORTH CAROLINA 28204-2644 PHONE: [phone] FAX [phone] GF PROJECT NO. - 35596.130 OF
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FILE: K:\38556\V8DGN\38556-ODR_GenercINotes-1A.dgn
DATE: 16-May-2007 09:46

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ALIGNMENT REVISION PROP. APPROX. 3" BIT. CONC. SURFACE COURSE, TYPE S9.5C, 0 ~ o
-L- CI AT AN AVERAGE RATE OF 168 LBS.PER SO. YARD IN EACH OF TWO LAYERS. ~
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R~W I OLD DOWD RD RELOCATION R PROP.APPROX.4"BIT.CONC.INTERMEDIATE COURSE,TYPE 119.OC, uUi a
60.d R/W DI AT AN AVERAGE RATE OF 228 LBS. PER S0. YARD IN EACH OF TWO LAYERS. o o
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32.0' FACE TO FACE OF CURB Q a ~ w
PROP. APPROX.4" BIT. CONC. BASE COURSE, TYPE B25.OC, j N
EI AT AN AVERAGE RATE OF 456LBS. PER S0. YARD I N ONE LAYER. ~
15.5' 2.5' 14.0' ~ 14.0' 25' 15.5' J a
BERM 6„ BERM U 3 d
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-L- STA. 68 + 79.36 TO -L- 82 + 20.25 ~a
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NOTE: SEE PLANS FOR SUPERELEVATION RATES AND TRANSITIONS. 'W z
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SHT. L
Gannett emirs STA. 91 + 50.33 TO 93 + 65.62
GANNETT FLEMING. INC. 301 S.McDOiFELL STREET SUITE 1008
CHARLOTTE,NORTH CAROLM4 28204-2644 PHONE: [phone] FAX- 704-332-9361 OF
GF PROJECT NO. - 3SS96.130

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Gannett emirs GANNETT FLEMING, INC.
301 S.McDOWELL STREET SUITE 1008 CHARLOrFANORTH CAROLINA 28204-2644
PHONE [phone] FAX: [phone] GF PROJECT NO. - 3SS96330 OF

COMPUTED BY: SRS DATE: 121412007 PROJECT N0. SHEET N0.
CHECKED BY: ACJ DATE: ' f ATI O NAL AIRPORT 38556 3
REVISED BY: CJE PER RFI 1 STORM DRAINAGE DATE: 612712008
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Z O H H U ~U JfAM o w Q > > ~ (UNLESS NOTED OTHERWISE) (UNLESS NOTED OTHERWISE) ~ ° ~ ~ ~ ~ GRATES, o ABBREVIATIONS C.B. CATCH BASIN
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z OTHERWISE w 1 LIN. ~ ~ ~ ~ ~ ~ ~ ~ o 0 O oa o D 0 0 0 y~~~ 0 ~ (NARROW SLOT) D a~ ~ U
SIZE o 12' 15 18 24 30 36 42" 48" 12 15' 18' 24 30 36 42 48 CU. YARDS o 0 0 ~ ~ ~ ~ qa O ~ a r a w ~ cn p U c7 ~ z ~ J.B. JUNCTION BOX
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a a a ~ a o 0 0== w w~ v a a s = w ~ O (7 N N cn O o~° o o m y a J T.B.D.I. TRAFFIC BEARING DROP
Z Z Z ~ O O ~ ~ Z Q m ° ~ ~ ~ ~ M ° lf1 Z THICKNESS ~ ~ a o o m a TYPE OF c Q~~ LL o ~ °a Q z w a Y ~ INLET
ORGAUGE O a a a a a> m a~ a~ ° a = r Q o GRATE ~ w w w w ~ w ~ O m m m m ~ ~ o o v vi ~ ° ~ a a a~~ w~ ~ H o 0 0 0 0 o r ~ w W w U D ~ ~ ~ J ° ~ ° a J ~ ~ o T.B.J.B. TRAFFIC BEARING W ~ ~ LJJ J m
LL ° ° ° ~ U Q = Q H 0 ~ H H H LL LL Z Z 0 O y LL y U7 fA ~ H C y y LL U7 = y ~ w JUNCTION BOX 2 y LL a' U U ~
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36+59.23 LT EX JB 694.78 693.10 26 1
36+82.52 LT JB EX 701.09 693.10 EX EX 1 1 1
39+26.70 RT 3 2 699.11 696.11 695.97 28 1 1 1
39+26.70 LT 2 M 699.32 689.32 688.12 120 1 5 1 1
45+77.63 RT 6C 4 690.20 687.10 686.45 86 1 1 1
44+82.84 RT 4 5 689.53 686.20 685.62 28 1 1 2
44+81.21 LT 5 N 689.77 684.50 682.00 57 1 0.27 1 2
47+18.32 RT 6A 6 693.18 689.86 685.71 28 1 1 1
47+18.95 LT 6 B02 692.96 685.00 670.00 83 1 2.96 1 1
70+85.87 RT 16 17 723.72 720.52 720.38 29 1 1 1
70+86.26 LT 17 17A 723.92 720.30 719.15 231 1 1 1
73+19.47 RT 16A 17A 718.29 715.05 714.91 28 1 1 1
73+19.47 LT 17A 19 719.81 714.85 713.96 179 1 1 1
74+99.88 RT 18 19 714.47 711.20 711.06 28 1 1 1
74+99.88 LT 19 19A 715.99 711.00 710.51 98 1 1 1
75+99.73 RT 18A 19A 712.35 709.35 709.00 29 1 1 1
76+00.23 LT 19A 21 713.86 708.80 707.81 199 1 1 1
78+00.00 LT 21 20 711.34 707.34 705.68 28 1 1 1
78+00.00 RT 20 Q 709.68 699.68 697.48 142.. 1 5 1 2
86+00.00 LT 30 31 737.56 734.56 734.42 28 1 1 1
86+00.00 RT 31 T 737.60 734.22 733.75 96 1 1 1
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PHONE: [phone] FAX [phone] GF PROJECT NO. - 35596.130 OF
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GANNETT FLEMING. INC. 301 S.McDOWELL STREET SUITE 1008 pp~ ~u
CHARLOTTE, NORTH CAROLINA 28204-1644 PHONE [phone] FAX [phone]
GF PROJECT NO.- 33596/30 OF
FILE: k:\38556\V8DGN\PACKAGES\OLD DOWD - PHASE 11\38556_0DR_rdy-6.dgn
DATE: 01-May-2008 16:20

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CHARLOTTE, NORTH CAROLINA 28204-2644 PHONE: [phone] FAX [phone] X00
GF PROJECT NO.- 35596.130 OF
FILE: K:\38556\V8DGN\PACKAGES\OLD DOWD-PHASE 1138556-ODR_rdy_7.dgn
DATE: 3-DEC-07 10:39

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DATE. 16-May-2007 10.48

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FILE. K.\38556\V8DGN\PACKAGES\OLD DOWD - PHASE 11\38556-ODR-PRF-SH9odgn
DATE. 16-May-2007 10.54

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OF
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FILE. K.\38556\V8DGN\PACKAGES\OLD DOWD - PHASE 11\38556-ODR-PRF-SHIOodgn
DATE. I6-May-2007 10.55

W o
Q o
PROJECT REFERENCE N0. SHEET N0. ~
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OF
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FILE. K.\38556\V8DGN\PACKAGES\OFD DOWD - PHASE 11\38556-ODR-PRF-SHII.dgn
DATE. 16-May-2007 10.53

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PROJECT REFERENCE N0. SHEET N0. ~
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OF
FILE. K.\38556\V8DGN\PACKAGES\OLD DOWD - PHASE 11\38556-ODR-PRF-SH12odgn
DATE. 16-May-2007 10.54

W ° o
Q o ~ N V Q \ \
Ih Q
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- SEAL ~ 0
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PLAN FOR PROPOSED
Z
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TRAFFIC COIV T ROL9 MARKIIV G9 & DE j Z w
w ~ o ~ Z Z
o J LJ
Q ~ i 1
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ROADWAY STANDARD DRAWINGS INDEX OF SHEETS LEGEND ~ Q U ~
m W Z N m W
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS"- W H H m Z W W Z Y (A
ROADWAY DESIGN UNIT-N.C.DEPARTMENT OF TRANSPORTATION-RALEIGH,N.C., SHEET N0. TITLE GENERAL ~ ~ ~ ~ U W w ~ ~ ~ _
DATED JULY 2006 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY o a a o U o
ARE CONSIDERED A PART OF THESE PLANS: TCP-l LIST OF APPLICABLE STANDARD qRD + DIRECTION OF TRAFFIC FLOW
DRAWINGS.LEGEND.CONSTRUCTION SEQU STD.NO. TITLE TCP-2 GENERAL NOTES rION SEQUENCE AND INDEX OF SHEETS ~ ~ NORTH ARROW
PROPOSED PVMT. MARKING ~ . oC
ll0/.0/ WORK ZONE ADVANCE WARNING S/GNS EXIST PVMT. MARKING
110/.02 TEMPORARY LANE CLOSURES TCP-3 THRU TCP-4 TRAFFIC CONTROL PLAN SHEETS ETS EXIST EOP 0 oC
110/.03 TEMPORARY ROAD CLOSURES Q
IIOI.04 TEMPORARY SHOULDER CLOSURES
PROPOSED NEW CONSTRUCTION ~ ~ • a
110/.05 WORK ZONE VEHICLE ACCESSES
IIOIJI TRAFFIC CONTROL DESIGN TABLES TEMPORARY PAVEMENT ~ ~
1110.0/ STATIONARY WORK ZONE S/GNS -MOUNTING HT.& LAT. CLEARANCE
//10.02 PORTABLE WORK ZONE S/GNS -MOUNTING HT.& LAT. CLEARANCE ~ ~
COMPLETED NEW CONSTRUCTION a
1115.0/ FLASHING ARROW PANELS O Z
~~30.0~ DRUMS CONSTRUCTION SEQUENCE - ~ DEMOLITION ~ W
1135.0/ CONES
/145.0/ BARRICADES -TYPE 1. ll,111 & PERMANENT TRAFFIC CONTROL DEVICES s Z
/150.0/ FLAGGERS PHASE l
/160.0/ TEMPORARY CRASH CUSHION -REFLECTIVE END TREATMENT
D TYPE 111 BARRICADE
/165.0/ TRUCK MOUNTED IMPACT ATTENUATOR -DELINEATION STEP l- INSTALL CONSTRUCTION ADVANCE WARNING SIGNS IN ACCORDANCE WITH ONCE WITH THE W.A.T.C.H. ,CONE
/170.0/ PORTABLE CONCRETE BARRIER INSTALL EROSION CONTROL DEVICES THROUGHOUT THE PROJECT IN AC 'ECT IN ACCORDANCE
1205.0/ PAVEMENT MARKINGS -LINE TYPES & OFFSETS WITH THE EROSION CONTROL PLANS.
DRUM
1205.02 PAVEMENT MARKINGS -DIVIDED & UNDIVIDED ROADWAYS
1205.04 PAVEMENT MARKINGS -INTERSECTIONS STEP 2- CONSTRUCT FORCE MAIN AS FOLLOWS: PORTABLE CONCRETE BARRIER -
1205.05 PAVEMENT MARKINGS -TURN LANES -L- STA.36+50 TO -L- STA.92+00 I/ ~
1205.06 PAVEMENT MARKINGS - THRU LANE DROPS ~ FLASHING ARROW PANEL (TYPE C) ~ Z
1205.07 PAVEMENT MARKINGS -PEDESTRIAN CROSSWALKS CONSTRUCT WATER MAIN AS FOLLOWS: ST AT IONARY SIGN Q
1205.08 PAVEMENT MARKlN~S -SYMBOLS AND WORD MESSA6E5 -L- STA.10+40 TO -L- STA.87+70
1205.09 PAVEMENT MARKINGS -PAINTED ISLANDS PORTABLE SIGN = N
aV I NG FROM
1250.01 PAVEMENT MARKER SPACING STEP 3- CONSTRUCT ALL STORM ORAINAGE,CURB & GUTTER.AND PAVING FRO~ -L- STA.36+75 TO -L- STA90+OO.EXCEPT FOR FINAL UFT OF P 125/.0/ RAISED PAVEMENT MARKERS (TEMPORARY & PERMANENTI IFT OF PAVEMENT. ~ WARNING FLAGS ~
126/.0/ GUARDRAIL AND BARRIER DELINEATOR SPACING CRASH CUSHION Z ' ^
1261.02 GUARDRAIL AND BARRIER DELINEATOR TYPES
1262.01 GUARDRAIL END DELINEATION PHASE ll PORTABLE CHANGEABLE MESSAGE SIGN (VMS1 0 W
1264.0/ OBJECT MARKERS
I_D DOWD ROAD (SEE TCP3). ~ TRUCK MOUNTED IMPACT ATTENUATOR (TMIAJ ~ O
1264.02 PLACEMENT OF OBJECT MARKERS STEP l - INSTALL BARRELS ALONG NORTHERN EDGE OF EXISTING OLD DOWD USING W.A.T.C.H.& TEMPORARY LANE CLOSURES CONSTRUCT
TlE-INS AT EXISTING OLD DOWD ROAD SEE TCP4J:
® POLICE U Z
0 ~
THESE DRAWINGS SHALL BE USED IN THE EVENT THAT A PARTICULAR SITUATION lS NOT FLAGGER J
ADEQUATELY ADDRESSED IN THESE TRAFFIC CONTROL PLANS OR IN THE CITY OF CHARLOTTE'S STEP 2- USING W.A.T.C.H.INSTALL THE FINAL UFT OF ASPHALT,
WORK AREA TRAFFIC CONTROL HANDBOOK (WATCHI W ~
FROM -L- STA.36+25J8 TO -L- STA93+65.62. 0 OVERHEAD SIGN STRUCTURE 0I W
SHEET PI LE SHORING ~ Z
~ W ~ FREEWAY TUBULAR MARKER n/
WORK AREA TRAFFIC CONTROL HANDBOOK PHASE 111
STEP l- USING TEMPORARY LANE CLOSURES AND W.A.T.C.H.INSTALL 5/6N5 & MA OLD DOWD ROAD TO TRAFFIC, CLOSE EXISTING OLD DOWD BETWEEN W THE FOLLOWING DIAGRAMS THAT APPEAR IN "WORK AREA TRAFFIC CONTROL SIGNALIZED INTERSECTION LL ~ 1~ DNS & MARKI NGs, OPEN RELOCATED ~ V
rTWEEN WALLACE NEEL AND TANK FARMS .
HANDBOOK, (W.A.T.C.H.Y' CITY OF CHARLOTTE DEPARTMENT OF TRANSPORTATION,
CHARLOTTE, NC, DATED 2006 AND THE LATEST REVISION THERETO ARE
APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED
A PART OF THESE PLANS.
J
W.A.T.C.H. DIAGRAMS TO BE USED:
0 w
DIAGRAM: TITLE: Q
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2. WORK AREA ON SHOULDER l6' OR MORE FROM PAVEMENTI w J_
3. WORK AREA ON SHOULDER (2'TO 6'FROM PAVEMENT)
4. WORK AREA ON SHOULDER (MINOR ENCROACHMENT ON PAVEMENT)
IA/1117!( AAFA /lA/ C/-/!1////lFA /AA/A/1117 FAl(`Al1 Ml-I AAF AIT A/FAA lAlTFl7CF(`T In All . ~ ~ ~
J. VV VI 111 r-11 IL lI 1/IV JI IVV LL.lLI l IIVI I I Y VI I L/YVI IV/-lVI I IVI L IV l IV L_ /--If l IIV I LI IJLV I IV/V/ -1 PR Gannett Fleming
9. TWO-WAY, ONE-LANE TRAFFIC (FLAGGER CONTROL) SHT. tUP 1
10. WORK AREA BEFORE AN INTERSECTION GANNETT FLEMIMGI AMC.
301 S.McDOWFdL STREET SUITE 1008 fl. WORK AREA BEYOND AN INTERSECTION 701- xoRTH 704-vA 18104-1ssa
704d75-1438 F"AX: 704-33?-9361 PHONE 17. WORK AREA I N LEFT LANE (BEYOND INTERSECTION) GF PROJECT NO. - 3SS96330 OF
FILE: K:\38556\V8DGN\PACKAGES\OLD DOWD - PHASE 11\38556_ODR-TCP-1.dgn
DATE: 13-Dec-2007 09:46

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Q o N
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A Street space is at a minimum so no more space should be used for N Where complete street closure is necessary, the Charlotte AB Do not place barrier ice barrier directly on any surface other than asphalt :Q~° ~9~:, z
construction or maintenance work than is absolutely necessary. Department of Transportation (Gus Jordi, 336-7086 or or concrete. te. - SEAL - o
Through barricading and channelization, the remaining street g [e-mail] will coordinate closure of the street 15424 w
space is to be used to carry the traffic around the work area in with approval from the North Carolina Department of AC Once temporary barn >orary barrier is installed at any location and no work F~~~NE`~~~~5°;:~
the best way possible under prevailing conditions. Transportation, The contractor is responsible for signing the is being performed t performed behind the temporary barrier for a period ~''o,~~ o w
detour route in accordance with these plans and/or the provisions longer than two l2) rr ~n two l2) months, remove and reset temporary barrier a
of the WATCH. contractors expense ~s expense unless otherwise stated in the traffic o °
B Traffic control devices shall be set up prior to the start of control plans, tempora~ Tns, temporary barrier is protecting a hazard, or as ~ o
construction or maintenance operations, and shall be removed or directed by the Engi~ by the Engineer. ~ a
relocated as the work is finished or work conditions change. 0 The City Engineer or Director of the Department of Transportation 0
The contractor shall patrol the work site as necessary to ensure or their representatives are authorized to stop any construction AD Install temporary burr ~porary barrier with traffic f I ow, beginning with the
that all traffic control devices are in place operating at all or maintenance activity which is not properly signed or upstream side of trc side of traffic. remove temporary barrier against the
times. barricaded os required by this standard, the WATCH, and/or the flow of traffic, begi ~raf f ic, beginning with the downstream side of traffic. ~ ~ N ~
MUTCD until such requirements are met.
C All traffic control signs for the work area shall be AE Install and space dru I space drums no greater than twice the posted speed
reflectorized. The reflective materials used shall be equal to P Thls design standard cannot be used for all roadway construction limit (mphl to close or 1 to close or keep the section of the roadway closed
or better than the Type 1, Level A reflective sheeting situations. It is intended only to be used as a guideline. until the temporary be emporary barrier can be placed or after the temporary w ~ ~
requirements in Section 633 of the Standard Specifications for Specific situations may require engineering Judgment in the barrier is removed. > removed. " a ~
Construction of Roads and Bridges on Federal Highway Projects placement of traffic control devices because of limited vertical m z o N w z m °w
(FP-74J. and/or horizontal sight distance. w ~ ~ m ~ can w
AF Protect the approach 1 e approach end of moveable/portable concrete barrier at N o o ~ W
all times during the i wring the installation and removal of the barrier by o a a ~ ~ o
D At night, adequate barricades with reflectorized material and 0 When personnel and/or equipment are within two fee (2'J f the either a truck mountE ruck mounted impact attenuator (maximum 72 hours) or a
lights are required to call attention to and to indicate the edge of an open travel lane, the contractor shall refer o the temporary crash cust crash cushion.
actual location of obstructions, Barricades may be supplemented WATCH for proper lane closure.
with appropriate warning lights.
AG Protect the approach e approach end of moveable/portable concrete barrier ~°C
R Operational signs are generally mounted on portable supports. from oncoming traff oming traffic at all times by a temporary crash cushion 0
E When not in use during work hours or construction inactivity, These are usually used for short-term operations to warn and unless the approach ~ approach end of moveable/portable concrete barrier is ~ ~
equipment shall be parked a minimum of 10' away from the travel guide traffic. Advance warning signs (Construction Ahead) shall offset from oncominc >m oncoming traffic as follows or as shown on the planse -
I n in u h m nn r to not r t i ht i t n ro I m mount on t Lion r u art v n rior to t a e s c a a e as c ea e a s g d s a ce p b e be ed s a a y s pp s se e days p he 0 ~ Q
for motorosts. beginning of construction of the roadway. Posted Speed Limit Deed Limit Minimum Offset ~ ~
40 or less ~s l5 ft • Q
45 - 50 20 ft ~ Z
F The minimum width for temporary travel lanes is 10'o however, a S All drums shall be ballasted in such a manner that they will be 55 25 ft 0
12' lane is advisable and should be provided whenever possible. stable under wind and vehicle action. Ballasting shall be done 60 mph or higher r higher 30 f t ~1 H
with sandbags or other yielding material situated in the base of ~a
the drums. Z
G Whenever traffic must be routed across the centerline the two Traffic Control Devic 'antral Devices ~ ~
W
directions of traffic must be physically separated. Traffic
cones can be effectively used for this purpose during daylight T Construction work shall not be allowed on both sides of the road sZ
hourso reflectorized drums must be used at night. simultaneously within the same area unless the roadway is median BA Space channelizing d ~nnelizing devices in work areas no greater than twice ~ -
divided, or as specified by these Traffic Control Plans, or the posted speed limy Ispeed limit lmph), except 10 ft on-center in radii,
directed by the Engineer. and 3 ft off the eds off the edge of an open travelway, when lane closures
H Traffic shall not be routed across the centerline with cones or are not i n of f ect. W he of f ect. W hen skinny drums are allowed, refer to
drums during non-working hours. Conrrctor must be on site or Section 1180 of Stan. 80 of Standard Specifications for Roads and Structures
change pavement marking appropriately. U At the end of each work day the contractor shall backfill up to or as shown on the I awn on the plans.
the edge and elevation of the existing pavement areas within two
feet (2'J of an open travel lane that include a drop off of more
l Generally the peak flow of traffic occurs in Charlotte between than three inches (3"J in accordance with the WATCH. BBPlace Type 111 barricc ~e 111 barricades, with "Road Closed" sign Rll -2 W
the hours of 6- 9:00 a.m. and 4-6000 p.m., Monday through Friday. attached, of sufficier ~f sufficient length to close entire roadway. ~ z
Durin these hours construction activit that involves a lane 1 9 Y
closure will not be allowed on thoroughfare streets except in V Pavement markings are to be installed by the contractor.
U litional sets of three channelizinq devices perpendicular = ~
emergency situations or with approval from the North Carolina Pre-linings must be approved be CDO prior to placement of the BC Place additional sets
Department of Transportataion and the Charlotte Department of pavement markings. The contractor shall notify Bryan Tarlton to the edge of travel le of travelway on 500 ft centers when unopened lanes
Transportation (Gus Jordi, 704-336-7086 or (704-336-3170) of CDOT 5 working days in advance of placing the are closed to traffic ~ to traffic.
g [e-mail]). pre-lines.
J The Contractor shall provide flaggers and/or police control when Miscellaneous sous z (f
required. The Contractor may also be required to provide a W Traffic signal work is to be performed by CDOT. The contractor
uniformed police officer to control traffic when working in and shall notify Bryan Tarlton (704-336-31701 of CDOT at least 60 0 W
around a signalized intersection. days in advance of needed signal work. If a traffic signal uses CA In the event atie-in ant a tie-in cannot be made in one days time, bring the
steel poles and/or mast arms, at least 90 day's advance notice tie-in area to an apl 'a to an appropriate roadway elevation, as determined Q
is required. by the Engineer. Plac gineer. Place black on orange "Loose Gravel" signs U Z
K Every attempt shall be made to schedule and expedite the work to (W8-7J and black on ~d black on orange "Pavement Ends" signs (W8-31 and O J
cause the least inconvenience to the traveling public. respectively in advan~ ply in advance of the uneven areas. Use drums to
X The contractor shall maintain ingress and egress to all delineate the edge of the edge of roadway along unpaved areas. J Q
properties and intersecting streets unless otherwise noted in the
W
L In situations not covered in this traffic desigh; the protection Traffic Control Plans or directed by the Engineer.
of the traveling public and the protection of the workers on site CC Concrete or water fig ~r water filled barriers ma be used to erform ~ W y p Z
will dictate the measures to be taken consistent with the City of construction without I 'on without the close of travel lanes if within five
Charlotte Work Area Traffic Control Handbook (WATCH), the North Y Changes may be required when the physical dimensions in the feet (5'J of the travel f the travel lane. 0 W
Carolina Deportment of Transportation's Roadway Standard detail drawings, standard details, and roadway details are not rn
Drawings, and the United States Department of Transportation's attainable to meet field conditions, or result in duplicate, or V
Manual on Uniform Traffic Control Devices (MUTCD). undesired overlapping of devices. Modification may include
moving, supplementing, covering or removal of devices, as
directed by the engineer.
M The Contractor, utility company, or governmental agency involved
in the work shall notify the Charlotte Department of
Transportation (Bryon Tarlton at 704-336-3170) of the Z It is not the intent of the traffic control plan to enumerate
construction start date and any major work where the number of every detail which must be considered in the construction of each
travel lanes are reduced from normal conditions or the street is stage, but only to show the general handling of traffic.
J
required to be closed. Except in emergencies, the following
notification is required: 0 w
Construction start date - 5 working days in advance Traffic Barrier Q
xClosing I or more travel lanes during the Peak Travel Times - z
5 working days prior to the scheduled work w J_
MClosing astreet - l0 working days prior to the scheduled AA Install temporary barrier according to the traffic control plans
work. a maximum of two (2J weeks prior to the beginning of work in any
. ~ ~ .
location, proceed in a continuous manner to complete the
Gannett Fleming This lead-time is necessary for planning and notifying the proposed work in that location unless otherwise stated in the SHT. I V I L
GANNETT PEENING. INC.
301 S. McDOWELL STREET SUITE 1008 public of expected changes in the normal traffic conditions. Traffic Control Plans or as directed by the Engineer. CHARLOTT$ NORTH CAROLINA 28204-2644
PHONE: [phone] FAX: [phone] GF PROJECT N0.- 35596.130 OF
FILE: K:\38556\V8DGN\PACKAGES\OLD DOWD - PHASE 11\38556_ODR-TCP-2.dgn
DATE: 13-Dec-2007 09:46

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GANNETT FLEMING, INC.
301 S.McDONEU STREET SUM 1008 CHARLOTTE,NORTH C4ROL92VA 28204-2694 PHONE: [phone] FAX; 704-332-9361 ,,iiuO,~~
GF PROJECT NO. - 35596130 OF
1 k A A
FILE: K:\38556\V8DGN\PACKAGES\OLD DOWD-PHASE 11\38556_ODR_TCP_3.dgn
DATE: 3-DEC-07 10:39

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GANNETT FLEMING, INC.
301 S. McDOWEU STREET SUITE 1008 CHARLOTTE, NORTH CAROLINA 18104-2644 PHONE: [phone] FAX [phone]
GF PROJECT NO.- 35596.130 OF
FILE: k:\38556\V8DGN\PACKAGES\OLD DOWD - PHASE II\38556_ODR_TCP_4.dgn
DATE: 01-May-2008 15:27

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GANNETT FLEMING, INC.
301 S.McDOWELL STREET SUITE 1008 CHARLOTTE, NORTH CAROLINA 28204-1644
PHONEr 704-375-2438 FAX [phone] GF PROJECT NO. - 35596J30 OF
FILE: K:\38556\V8DGN\PACKAGES\OLD DOWD-PHASE 11\38556_ODR_EC_1.dgn
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GANNETT FLEMING, INC.
301 S.McDONELL STREET SUITE 1008 CHARL077E; NORM CAROLINA 28204-2644 0
PHONE: [phone] FAX; 704-332-9361 GF PROJECT NO. - 35596130 OF
FILE: K:\38556\V8DGN\PACKAGES\OLD DOWD-PHASE 11\38556_ODR-EC_2.dgn
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GANNETT FLEMING, INC. 301 S. McDOWELL STREET SUITE 1008
CHARLOTTE, NORTH CAROLINA 28204-2644 PHONE: [phone] FAX 7"-33Z-9361
GF PROJECT NO. - 35596.130 OF
FILE: k:\38556\V8DGN\PACKAGES\OLD DOWD - PHASE 11\38556_ODR_EC-3.dgn
DATE: 01-May-2008 16:30

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U hannett Fleming GANNETT FLEMING, INC. 15424 r ~ SHT. EU4
301 S.McDOWEU STREET SUITE 1008 CHARLOTTE, NORTH CAROLINA 28204-2644
PHONE: 704-37S-2438 FAXr 704-332-9361 GF PROJECT NO. - 35596.130 sic I OF
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DATE: 3-DEC-07 10:39

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Gannett emirs SHT. P M 1
GANNETT FLEMING. INC.
301 S.McDOWELL STREET SUM 1008 CHARLOTTE, NORTH CAROLINA 28204-2644 PHONE: [phone] FAX [phone]
GF PROJECT NO. - 35596430 OF
FILE: K:\38556\V8DGN\PACKAGES\OLD DOWD-PHASE 11\38556_ODR_PM_1.dgn
DATE: 3-DEC-07 09:49

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:9.5 e. ~ r ~ . . .
Gannett Fleming
GANNETT FLEMING, INC. 301 S.McDOWEL6 STREET SUITE 1008 ,,I14to SHT. PM2 'oj
CHARLOM NORTH CAROLINA 28204-2644 PHONE: 704-37S-2438 FAX [phone]
GF PROJECT NO. - 35596.130 OF
FILE: K:\38556\V8DGN\PACKAGES\OLD DOWD-PHASE 11\38556_ODR_PM_2.dgn
DATE: 3-DEC-07 09:49

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- -
Gannett Fleming f .I..... SHT. P M 3
GANNETT FLEMING, INC.
301 S.McDOWELL STREET SUITE 1008 CHARLOTTIyNORTH CAROLINA 28204-2644
PHONE [phone] FAX: [phone] GF PROJECT NO. - 35596.130 OF
FILE: K:\38556\V8DGN\PACKAGES\OLD DOWD-PHASE 11\38556_ODR-PM-3.dgn
DATE: 3-DEC-07 09:53

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MARKERS 15414
Gannett Fleming
GANNETT FLEMING, INC.
301 S.McDONELL STREET SUITE 1008 CHARLOTT$ NORTH CAROLINA 28204-2644 SHT. PM4
PHONE: 704-37S-2438 FAX [phone] GF PROJECT NO.-35596.130
OF
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GANNETT FLEMING, INC. 301 S. McDOWELL STREET SUITE 1008
CHARLOIT$ NORM CAROLINA 18104-2644 PHONE [phone] FAX: [phone] ii
GF PROJECT NO. - 3SS96d30 OF
FILE: K:\38556\V8DGN\PACKAGES\OLD DOWD-PHASE 11\38556-ODR_PM-5.dgn
DATE: 3-DEC-07 10:39

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~I 0 5 10 PROJ. REFERENCE N0. SHEET N0.
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~I 0 5 10 PROJ. REFERENCE N0. SHEET N0.
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~I 0 5 10 PROJ. REFERENCE N0. SHEET N0.
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of the Carolinas PHONE: [phone] FAX: [phone]
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® BIO-RETENTION BASIN HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217
of the Carolinas PHONE: [phone] FAX: [phone]
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PROPOSED PAVEMENT 1"-100' 4944 PARKWAY PLAZA BOULEVARD, SUITE 350 S HT.
HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217
of the Carolinas PHONE: [phone] FAX: [phone]
www.talbertandbright.com 0 F 13 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202

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® FILTER STRIP 1 (FS) 'I~ I~ ~I ~ ~ r a a ,o ,e y ~ ,alt I ± a+° 1 f ,a ~ ~ Z
® FILTER STRIP 2 (FS) a ~ e e DRAINAGE, DRAINAGE, E&S CONTROL ~
FILTER STRIP 3 (FS)
4 Q GRASS SWALE (GS) 100' 50' 0 100' 200' 300'
TALBERT&BRIGHT
~7°~~l EXTENDED DETENTION BASIN io ~ ti 13 ~,Tl?
1 ZJL ` ENGINEERING & PLANNING CONSULTANTS S HT. 13
® BIO-RETENTION BASIN SCALE IN FEET
PROPOSED PAVEMENT 1"-100' 4944 PARKWAY PLAZA BOULEVARD, SUITE 350
HDR Engineering, Inc. CHARLOTTE, NORTH CAROLINA 28217
of the Carolinas PHONE: [phone] FAX: [phone]
www.talbertandbright.com 0 F 13 128 S Tryon Street, Suite 1400 1 Charlotte, NC 28202

~~~~~~~~CARp~ ~~i~~ Q
CHAI~L~7CTE - I)~UGLAS INTERNATI~NA See Sheet 7-8 For Cornentionol Symbols .
' SEAL ~ '
15424
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BEG[N PROJECT
ENO - PRO~E~T AREAS TYPE OF WORK: STORM DRAl11lAGE, PAVI11tG, EROSION CONT PROJECT
C011tTROL ~ GRADING
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PROJECT U' W W Z Y N ~ ~ ~ U u1
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INDEX . OF SI~ETS
Tak Sheet 1 NAD 83 -Ll- STA. 3b+01.51 -
General Notes IA
Cmivenrional Sym6ols IB _ E111D PROJECT ~ ~
T.~~~Se~~~ 2 U STA.118 + ,118 + 80.00 -Ll- STA.1 D + 88.29 0
Drainage Summary 3 -Ll- STA. 10 +
Plan Sheets 4 - 7 x.10 + 00.00 BEGIN PRO ECT ~ o ~ J
Profile 10 - 13A o~ ~
Cross Sectians X-I - X-33 0
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CLEARING ON THlS PROJECT SHALL BE TO THE W
LdlITS ESTABLISHED BY AIETH00 /ll - NCDOT STQ200A3
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HYDRAULICS ENGINEER W
GRAPHIC SCALES PROJECT LENGTH eY HYD Gannett Fleming U
cx~xmna,xoxmr rexq ~ aea-mn 50 0 50 100 V = 40 mph LENGTH ROADWAY PROJECT = 1.05 miles ~s~~s~ sU~~~ PHQVS f&-JIS-21b P.1X: f0l-llL9J6i Q
LENGTH OF STRUCTURE = N/A GP PROJ6GT NO.- JSSASI30 J
2006 STANDARD SPECIPICATIONS J
PLANS TOTAL LENGTH OF PROJECT = 1.05 miles
CYNTH CYNTHIA A. FLEHAN, P.E. ~ w
50 0 50 100 RIGHT OF WAY DATE: ROBERT N. PRESSLEY, P.E. s~cNarux~: SIGNATURE: Q Z
ROADWAY DESIGN
N /A PROJECT SNG/NEGR RO PROFILE (HORIZONTAL)
ENGINEER
10 5 0 10 20 LI;111MLY 1L{i1L: rvi ii-4 avi-4, 1 .L.
TBA PROJECT DESIGN ENGINEER SHT.
PROFILE (VERTICAL) SIGNATURE. P.E. SIGNATURE: OF
FILE: K:1385561VBDGNIPACKAGESIWALLACE NEEL - PHASE 1138556-ODR-TITLE-PLAN.dgn
DATE: 24 -Apr -2007 10:29

GENERAL NOTES GENERAL NOTES ABBREVIATIONS a T I 0 N S ,~,,~o~t~;~s s.~o~,~q ; Q
c p
~ SEAL ~ '
NTS ..........................NOT TO SCALE ? 15424
ABAND ............................ABANDONED NTS...,........ PROPOSED CURB ELEVATIONS A.D .................................ALGEBRAIC DIFFERENCE 0/H.,......... 0/H ............................OVER HEAD ~y .'•FNG E`~~' ~
ACCESSIBLE RAMPS AND DEPRESSED CURB ~ oc ASPH ..............................ASPHALT OC ............................ON CENTER ,,~'G,~~J'pN•~N•,~~,,~,, Z
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY APPROX ..........................APPROXIMATELY PAVT.,.,..,., PAVT ........................PAVEMENT ~~~~,nii??v~~ ~
TO ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE RAMPS AT B/C .................................BACK OF CURB PC..,........., PC ............................POINT OF CURVATURE ~
RETAIN EXISTING PAVEMENT, UNLESS OTHERWISE NOTED. INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE RAMP BIT ...................................BITUMINOUS PERM..,.,..,. PERM ........................PERMANENT ~ PG ............................PAGE U
DETAILS, CONSTRUCTION PLANS & NCDOT STANDARD DRAWINGS, PER NCDOT STD. N0. 848D.05 BM ...................................BENCH MARK PG..,........., DRIVEWAYS AND S I DEWALKS ~ PI ..POINT OF INT ~ PI W
BRG .................................BEARING CB ...................................CATCH BASIN PK..,........., PK ............................PK NAIL SET p
SAWCUTS ~ PP PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION C&G ................................CURB AND GUTTER PP ............................POWER POLE Z
JOINT, MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY: CL ...................................CLEARANCE PROP..,.,..,. PROP ........................PROPOSED 0
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES C/L FENCE .....................CHAIN LINK FENCE PSE...,........ PSE ..........................PERM SW ESMT ~
o CONCRETE -SIX INCH PORTLAND CEMENT CONCRETE (3600 PSI). PRIOR TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH CMP ................................CORRUGATED MTL PIPE PT.,.,....,..... PT ............................POINT OF TANGENCY W PVI ...........................POINT OF VERT INT ~
o ASPHALT (COMMERCIAL) -TWO INCH SF9.5A COURSE AND FOUR INCH 119,OB INTERMEDIATE SHALL BE 1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW CUT CONC ..............................CONCRETE PVI,.,....,.... COURSE. PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO CONST .............................CONSTRUCTION PUE,........., PUE ..........................PERM UTILITY ESMT
~ ASPHALT (RESIDENTIAL) - 1,25 INCH SF9.5A COURSE AND SIX INCH STONE TIE-IN TO FACE OF PROPOSED CURB AND GUTTER. DB ...................................DEED BOOK r~••••••~•••••••• r ...............................RADIUS
~ GRAVEL -SIX INCH INCIDENTAL STONE DI ....................................DROP INLET RT.,.,....,..... RT ..............................RIGHT
SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY DIA ..................................DIAMETER RCP,.,....,... RCP ..........................REINFORCED CONC PIPE
CROSSINGS, PER CITY STD. N0. 10,22, DW ...................................DRIVEWAY RELOC........ RELOC ......................RELOCATE ~ ~ N ~ ~ ~
DIM ..................................DIMENSION R/W.,......,.. DRAINAGE STRUCTURES R/W ..........................RIGHT OF WAY S ...............................SOUTH
E ......................................EAST/FASTING S,......,........ SD ............................STORM DRAIN
EA ...................................EACH SD.....,....,., GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE SF SF ............................SQUARE FOOT
ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, ELEV ................................ELEVATION FOP .................................EDGE OF PAVEMENT S/R FENCE S/R FENCE ..............SPLIT RAIL FENCE a o
OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND TRAFFIC CONTROL ESMT ...............................EASEMENT SS.....,........ JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. ALL PIPES SHALL BE STA...,........ SS ............................SANITARY SEWER ~ Z a
RCP CLASS III, UNLESS OTHERWISE NOTED. EXIST ...............................EXISTING STA ..........................STATION Y ~ ~ Z N Y
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE JUNE 1995 EDITION OF THE WORK F/C .................................FACE OF CURB STD.,....,..... WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1 SW STD ..........................STANDARD m ~ ~ SW ............................SIDEWALK m z O m o
WEEPHOLE PER STRUCTURE. WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1 3 OF AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND THE TRAFFIC CONTROL PLANS ON SHEETS FES ..................................FLARED END SECTION / TAN,........., m w TAN ..........................TANGENT w ~ ~ m o ~
STRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER TCP1-TCP7. CONTRACTOR SHALL CONTACT GUS JORDI, CDOT IMPLEMENTATION MANAGER AT FH ...................................FIRE HYDRANT TCE ...........................TEMP CONST ESMT Z U U Z w~ Y
4- - P I T I I FOC .................................FIBER OPTIC CABLE TCE......,..,., FABRIC AND FILLED W/#78 STONE. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK. 70 336 7086 R OR 0 BEG NN NG WORK. TEMP........, GV ...................................GAS VALVE TEMP ........................TEMPORARY ~ ~ ~ ~ W
HORIZ ..............................HORIZONTAL TP.,.,....,.... TP ............................TRAVERSE POINT w w ~ ~ ~ _
UT I L I T I ES ~ INT ..................................INTERSECTION T/W•••••••••• T/W ..........................TEST WIRE o a a o U o
INV ..................................INVERT TYP.,....,.... UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE TYP ..........................TYPICAL U/G ............................UNDER GROUND
IP ....................................IRON PIN SET U/G....,....,. HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR .................LENGTH VC,....,.,..,., VC ............................VERTICAL CURVE
COMPLETENESS OF UTILITY INFORMATION. L""""""""""' LF ....................................LINEAR FOOTAGE VERT....,..,., VERT .........................VERTICAL
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS WHOSE W W ..............................WEST F ~ ~
FACILITIES WILL BE AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR LT ....................................LEFT Ib ....................................POUND W/...,......... W/ ............................WITH ~O
SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF WM HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR ANY THIRD-PARTY LP ...................................LIGHT POLE WM ...........................WATER METER
MAX .................................MAXIMUM W VAULT.., INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS. IN INI U WV••••••••••••• W VAULT ..................WATER VAULT d WV ...........................WATER VALVE ~ OG
AS NEEDED THE CONTRACTOR SHALL ADJUST RELOCATE THE SANITARY SEWER AND WATER M M M M / 60 60p SIXTY PENNY NAIL SET O -
LINES ONLY. ALL OTHER ADJUSTMENTS RELOCATIONS WILL BE PERFORMED BY THE MONO ..............................MONOLITHIC P•~••••••••• / ' .FOOT Q
VARIOUS UTILITY OWNERS, THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY mph ................................MILES PER HOUR ................................INCH J
OWNERS SO AS NOT TO AD ERSELY AFFECT THE PROJECT SCHEDULE. THE CITY WILL NOT MTL .................................METAL V N .....................................NORTH/NORTHING •a
BE HELD RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER UTILITY OWNERS. Z
O
STANDARDS o FOR UTILITY LOCATES CALL NORTH CAROLINA ONE CALL @ 1 800 632 4949. H
~a
o FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE-CALL CONTACT ~ Z
PROJECT MANAGER. ~ ~
THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE W
APPLICABLE TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF
THESE PLANS. NCDOT STANDARDS SHALL BE USED. CHARLOTTE MECKLENBURG THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER LAND DEVELOPMENT STANDARDS MAY BE USED IF THERE IS NOT AN APPLICABLE Z
VAULTS TO FINISHED GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONCRETE NCDOT STANDARD.
DRIVEWAYS SHALL BE INSTALLED WITHIN CONCRETE BOXES.
NCDOT~
GAS LINES WILL BE ADJUSTED/RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS. A STD. NO,: TITLE:
REPRESENTATIVE OF PIEDMONT NATURAL GAS MUST BE PRESENT JUST PRIOR TO AND 200, 02 . . . . . . . . . . . . .METHOD OF CLEARING -METHOD II
DURING CONSTRUCTION NEAR EXISTING GAS LINES, THE CONTRACTOR SHALL CONTACT 840.01 . . . . . . . . .STANDARD BRICK CATCH BASIN PIEDMONT NATURAL GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. 840.03 ...............STANDARD CATCH BASIN FRAME, GRATE AND HOOD
840.05 ...............BRICK CATCH BASIN WITH SINGLE AND MULTIPLE PIPES
840. 15 ...............STANDARD BRICK DROP INLET
0 840,16,,,,,,,,,,,,,,,STANDARD DROP INLET GRATE AND FRAME EXISTING SANITARY SEWER AND WATER LINE
840.32 ...............BRICK JUNCTION BOX 840.34 ...............TRAFFIC BEARING JUNCTION BOX 0
THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER 840, 35 . . . . . . . . . .TRAFFIC BEARING DROP INLET
LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL 840.54 . . . . . . . . . . . .MANHOLE FRAME AND COVER Z
IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE WITH DUCTILE IRON PIPE. THE 840.66 . . . . . . . . . . . .DRAINAGE STRUCTURE STEPS J
CONTRACTOR SHALL REPLACE SANITARY SEWER AND/OR WATER LINE, WITH A MINIMUM 840.71 . . . . . . . . . . . . .CONCRETE AND BRICK PIPE PLUG O w U
TEN FOOT SECTION OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO 840.72 . . . . . . . . . . . .PIPE COLLAR FEET OF SAID LINES ERTICALLY OR HORIZONTALLY. 846.01 . . . . . ...CURB AND GUTTER L. N
V 848, 01 ...............CONCRETE SIDEWALKS 1
848. D05 ..............WHEELCHAIR RAMPS
SUBSURFACE PLANS ~ 850, 01 . . . . ....CONCRETE PAVED DITCHES 852,01,,,,,,,,,,,,,,,STANDARD CONCRETE ISLANDS
852, 05 ...............MEDIAN CURB FOR CATCH BASIN U
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT, THE CONTRACTOR MAY MAKE 862.02 ...............STEEL BEAM GUARDRAIL 0 ~
HIS OWN INVESTIGATION TO DETERMINE SUBSURFACE CONDITIONS. 866.01 . . . . . . . . . . . . .CHAIN LINK FENCE 876,01 ...............RIP RAP IN CHANNELS J W
0 876.02 ...............RIP RAP AT PIPE OUTLETS
MAIL BOXES 1101.01 ...............WORK ZONE ADVANCE WARNING SIGNS W ~
1101.02 ..............TEMPORARY LANE CLOSURES
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107-12 OF 1101.11 ...............TRAFFIC CONTROL DESIGN TABLES THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS 1110.11 . . . . . . . . . . . . .STATIONARY WORK ZONE SIGNS ~ 0
WORK WITH THE U.S. POSTAL SERVICE. 1110.02 . . . . . . . . . . . .PORTABLE WORK ZONE SIGNS ~z
1115.01 ...............FLASHING ARROW PANELS 1130.01 ...............DRUMS 0
FENCES 1135.01 ...............CONES ~ J
1145.01 ...............BARRICADES
1150.01 ...............FLAGGERS THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR 1205.01 ..............PAVEMENT MARKINGS -LINE TYPES & OFFSETS Q J ~
AS DIRECTED BY THE ENGINEER. 1205.05 . . . . . . . . . . . .PAVEMENT MARKINGS -TURN LANES
1205.07 . . . . . . . . . . . .PAVEMENT MARKINGS -PEDESTRIAN CROSSWALKS W W
T H A H ~ 1205.08 ..............PAVEMENT MARKINGS -SYMBOLS & WORD MESSAGES REFS 9 S RUBS ND EDGES W Z
1205.09 . . . . . . . . . . . .PAVEMENT MARKINGS PAINTED ISLANDS 1250.01 . . . . . . . . . . . . .PAVEMENT MARKER SPACING
THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, 1251.01 . . . . . . . . . . . . .RAISED PAVEMENT MARKERS Z W
IN ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE 1605.01 . . . . . . . . . . . .TEMPORARY SILT FENCE
CONTRACTOR IS ALSO REQUESTED TO SAVE OTHER EXISTING TREES AND SHRUBS AS 1632.02 . . . . . . . . . . . .ROCK INLET SEDIMENT TRAP TYPE "B" W
DIRECTED BY THE ENGINEER. WHEN ROOT PRUNNING IS NECESSARY CUT ROOTS CLEANLY 1635.01 . . . . . . . . . . . .ROCK PIPE INLET SEDIMENT TRAP TYPE "B" U
USING A DISC TRENCHER IN ACCORDANCE WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. USE PLYWOOD FORMS WHEN TREE CHARLOTTE -MECKLENBURG
ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK. STD, NO,: TITLE Q
J
10, 25A, . , , . , ..RESIDENTIAL DROP CURB TYPE I DRIVEWAY W/ PLANTING STRIP J
10,25B,.,..,.,..COMMERCIAL DROP CURB TYPE II DRIVEWAY W/ PLANTING STRIP SIDE SLOPES » 10.25C. , . , , . , .RESIDENTIAL DROP CURB TYPE I DRIVEWAY W/ PLANTING STRIP (6 x 18 )
20.25,.,,.,.,,.,TRENCH DETAIL FOR STORM DRAIN PIPES Q
LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD 40, 02..,.,..,.,.TREE PROTECTION DETAIL
DRAWINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED A 3:1 (HORIZONTAL TO VERTICAL) 40, 08.,....,....STREET MEDIAN EXCAVATIONS DRAINAGE AND BACKFILL
UNLESS DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED
ONLY AS DIRECTED BY THE ENGINEER,
w
EROSION CONTROL Q
z
THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH w J_
THE APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES. THE
CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION. DISTURBED
AREAS SHAI I RF SFF~F~ ANA MUI CHF~ AT THE ~IRFCTI~N ~F THE ENGINEER. THE
CONTRACTOR SHALL FOLLOW THE EROSION CONTROL MEASURES SHOWN ON SHEETS EC1-EC11.
SHT. 1A
OF
FILE: K:1385561V8DGNIPACKAGESIWALLACE NEEL - PHASE 1138556-ODR-GeneralNotes-IA.dgn
DATE: 24 -Apr -2007 11:20

~~~~~~~~CARO~ ~~i~~ ~ ~ Q
;.~~?~~oFES S /0~,,~9 p
' ~ SEAL '
o e: o o ca e 15424

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SHT. 1 B
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FILE: K:1385561V8DGNIPACKAGESIWALLACE NEEL - PHASE 1138556-ODR-COVSYM-1B.dgn
DATE: 24 -Apr -2007 11:31

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FILE: K:1385561V8DGNIPACKAGESIWALLACE NEEL - PHASE 1138556-ODR-typ-sht2.dgn
DATE: 17-Jul-2007 11:34

COMPUTED BY: SRS DATE: 712312007 PROJECT N0. SHEET N0.
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DATE-27-Apr-2007 13057

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PROJECT REFERENCE N0. SHEET N0. ~
810
ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER
Z
0
a
800
w 0
z
0
790
w
780 780 N
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
770 770
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DATE. 27-Apr-2007 13058

W
Q
PROJECT REFERENCE N0. SHEET N0. ~
810 38556 5
ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER
Z
0
a
800
w 0
z
0
790
w
780 780 N
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
770 770
a q
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Q
a
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~ _
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Pl = 38+30.26 (+)2.0000%
EL= 704.14' VC = 267' - - - - - - - - - - - - - - - - - - - - - - - - - -
...710 K=~o sz
V 710
700 ----«zpaooZ-------------- 700 W
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W ~
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SHT.
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FILE. K.\38556\V8DGN\PACKAGES\WAL LACE BEET - PHASE 1\38556-ODR-PHI-PRF-EXT-SH12odgn
DATE. 27-Apr-2007 13059

W
Q
PROJECT REFERENCE N0. SHEET N0. ~
~ 8 0
ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER
Z
0
a
800
w 0
z
0
790
w
780 780 N
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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60 7 760 ~~~mW~ U U Z
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EL = 736.77 EL EL = T34.82' ~ ~
VC = 98' VC VC = 560' ~ p
K=30 K~ K=101
740 740
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OF
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DATE-27-Apr-2007 14002

ti 0 0
W N
Q N
PROJECT REFERENCE N0. SHEET N0. ~ Z
ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER
Z w
0 ~
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830 ~ a
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7 W
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Q
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SHT. 13A
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FILE. K.\38556\V8DGN\PACKAGES\WALLACE NEED - PHASE 1\38556-ODR-PHI-PRF-EXT-SH13Aodgn
DATE. 27-Apr-2007 13057

W
Q
PROJECT REFERENCE N0. SHEET N0. ~
~ 8 0
ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER
Z
0
a
800
w 0
z
0
790
w
780 780 N
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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DATE. 01-May-2007 09036

W
Q
PROJECT REFERENCE N0. SHEET N0. ~
800
ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER
Z
0
a
790
w 0
z
0
780
w
770 770 N
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SHT.
OF
IPI P1
FILE. K.\38556\V8DGN\PACKAGES\WAELACE NEED - PHASE 1\38556-ODR-PHI-PRF-REV -SH15odgn
DATE. 01-May-2007 09048

~I 0 5 10 PROJ. REFERENCE N0. SHEET N0.
38556 X-16
cv l
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
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FILE- K.\38556\V8DGN\PACKAGES\WALLACE NEEL - PHASE 1\38556-ODR-PHI-PM-EXT-SHI.dgn
DATE. 01-May-2007 10.47

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FILE. K.\38556\V8DGN\PACKAGES\WAELACE NEED - PHASE 1\38556-ODR-PHI-PM-EXT-SH2odgn
DATE. 01-May-2007 11.21

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FILE. K.\38556\V8DGN\PACKAGES\WAELACE NEED - PHASE 1\38556-ODR-PHI-PM-EXT-SH3odgn
DATE. 01-May-2007 13004

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FILE- K-\38556\V8DGN\PACKAGES\WALLACE NEEL - PHASE 1\38556-ODR-PHI-PM-EXT-SH4odgn
DATE- 01-May-2007 13-17

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II
OF

PROJ. REFERENCE N0. SHEET N0.
cv APPROXIMATE QUANTITIES ONLY ~~~,~1~1~AR~ qi~ 3 8 5 5 6 X -1
~.`~~~~~''~ES S /p~~~9 . •o
UNCLASSIFIED EXCAVATION,BORROW EXCAVATION, SHOULDER BORROW, ~ sEA~ ~
FINE GRADING, CLEARING AND GRUBBING, ~ 15424
AND REMOVAL OF EXISTING ',9~~'~•FH~ ~~•'o;•`'
PAVEMENT,WILL BE PAID FOR AT THE iNti,•. 5.
CONTRACT LUMP SUM PRICE OF GRADING.
EXCAVATION EMBANKMENT EXCAVATION EMBANKME EMBANKMENT EXCAVATION EMBANKMENT
STATION DISTANCE AREA AVE.AREA VOLUME AREA AVE.AREA VOLUME STATION DISTANCE AREA AVE.AREA VOLUME AREA AVE.ARE AVE.AREA VOLUME STATION DISTANCE AREA AVE.AREA VOLUME AREA AVE.AREA VOLUME
(FT.J (S0. FT.1 (S0. FT.) (CU.YD.) (S0. FT.) (S0. FT.) (CU.YD.) (FT.) (SO. FT.) (S0. FT.) (CU.YDJ (S0. FT.) (S0. FT. (SQ. FT .J (CU. YD.J l FT.J (SQ. FT.J (SQ. FT J (CU. YDJ (SQ. FT J (SQ. FT.J l CU. YD.1
-L- -L- _Ll_
10+00.00 - 0.00 - - 2702.56 - - 35+50.00 50.00 0.00 0.00 0.00 40.70 37.51 37.51 69.45 10+00.00 - 0.00 - - 62.72 - -
10+50.00 50.00 0.00 0.00 0.00 2291.77 2497.17 4624.38 36+00.00 50.00 0.00 0.00 0.00 41.48 41.09 41.09 76.09 10+50.00 50.00 0.00 0.00 0.00 57.03 59.88 110.88
11+00.00 50.00 0.00 0.00 0.00 1894.16 2092.97 3875.86 36+50.00 50.00 0.00 0.00 0.00 30.74 36.11 36.11 66.87 11 +00.00 50.00 0.00 0.00 0.00 117.31 87.17 161.43
11+50.00 50.00 0.00 0.00 0.00 1361.10 1627.63 3014.13 37+00.00 50.00 0.00 0.00 0.00 11.01 20.88 20.88 38.66 11 +50.00 50.00 0.00 0.00 0.00 386.75 252.03 466.72
12+00.00 50.00 0.00 0.00 0.00 724.74 1042.92 1931.33 37+50.00 50.00 11.32 5.66 10.48 l.ll 6.06 6.06 11.22 12+00.00 50.00 0.00 0.00 0.00 501.62 444.19 822.56
12+50.00 50.00 0.00 0.00 0.00 335.33 530.04 981.55 38+00.00 50.00 17.64 14.48 26.81 0.09 0.60 0.60 l.ll 12+50.00 50.00 0.00 0.00 0.00 1245.92 873.77 1618.09
13+00.00 50.00 0.00 0.00 0.00 103.31 219.32 406.15 38+50.00 50.00 16.31 16.97 31.43 0.20 0.15 0.15 0.27 13+00.00 50.00 0.00 0.00 0.00 1475.03 1360.48 2519.40
13+50.00 50.00 148.63 74.32 137.62 5.04 54.18 100.32 39+00.00 50.00 6.46 11.38 21.08 2.29 1.25 1.25 2.31 13+50.00 50.00 0.00 0.00 0.00 1422.87 1448.95 2683.24
14+00.00 50.00 36!.09 254.86 471.96 0.00 2.52 4.67 39+50.00 50.00 0.00 3.23 5.98 14.17 8.23 8.23 15.24 14+00.00 50.00 0.00 0.00 0.00 1526.87 1474.8T 2731.24
14+50.00 50.00 392.56 376.83 697.82 0.00 0.00 0.00 40+00.00 50.00 0.00 0.00 0.00 19.08 16.63 16.63 30.79 14+50.00 50.00 0.00 0.00 0.00 1249.63 1388.25 2570.83
15+00.00 50.00 296.83 344.70 638.32 0.00 0.00 0.00 40+50.00 50.00 D.DO 0.00 0.00 16.81 17.95 17.95 33.23 15 +00.00 50.00 0.00 0.00 0.00 85.79 667.71 1236.50
15+50.00 50.00 8.04 152.44 282.29 32.45 16.23 30.05 41+00.00 50.00 0.00 0.00 0.00 13.31 15.06 15.06 27.89 15 +50.00 50.00 101.75 50.88 94.2! 0.00 42.90 79.44
16+00.00 50.00 0.00 4.02 7.44 616.20 324.33 600.60 41+50.00 50.00 0.00 0.00 0.00 9.89 11.60 11.60 21.48 16+00.00 50.00 102.15 IO1.95 188.80 0.00 0.00 0.00
16+50.00 50.00 0.00 0.00 0.00 1190.85 903.53 1673.19 42+00.00 50.00 0.00 0.00 0.00 6.54 8.22 8.22 15.21 16+50.00 50.00 0.00 51.08 94.58 147.T3 73.87 136.79
17+00.00 50.00 0.00 0.00 0.00 1282.06 1236.46 2289.73 42+50.00 50.00 19.84 9.92 18.37 3.61 5.08 5.08 9.40 17+00.00 50.00 0.00 0.00 0.00 5337.31 2742.52 5078.74
17+50.00 50.00 0.00 0.00 0.00 1301.59 1291.83 2392.27 43+00.00 50.00 50.34 35.09 64.98 1.96 2.79 2.79 5.16 17+50.00 50.00 0.00 0.00 0.00 1652.09 3494.70 6471.67
I8+00.00 50.00 0.00 0.00 0.00 1160.27 1230.93 2279.50 43+50.00 50.00 81.10 65.72 121.70 1.08 1.52 1.52 2.81 18+00.00 50.00 0.00 0.00 0.00 2693.28 2172.69 4023.49
18+50.00 50.00 0.00 0.00 0.00 891.68 1025.98 1899.95 44+00.00 50.00 55.28 68.19 126.28 5.08 3.08 3.08 5.T0 18+50.00 50.00 0.00 0.00 0.00 3846.74 3270.01 6055.57
19+00.00 50.00 0.00 0.00 0.00 639.66 765.67 1417.91 44+50.00 50.00 75.73 65.51 121.31 10.54 7.81 7.81 14.46 19+00.00 50.00 0.00 0.00 0.00 4531.17 4188.96 7757.32
19+50.00 50.00 111.37 55.69 103.12 174.04 406.85 753.43 45+00.00 50.00 74.55 75.14 139.15 10.47 10.51 10.51 19.45 19+50.00 50.00 0.00 0.00 0.00 2812.14 3671.66 6799.36
20+00.00 50.00 112.67 112.02 207.44 0.00 87.02 161.15 45+50.00 50.00 63.85 69.20 128.15 8.24 9.36 9.36 17.32 20+00.00 50.00 0.00 0.00 0.00 1640.16 2226.15 4122.50
20+50.00 50.00 81.46 97.07 179.75 0.00 0.00 0.00 46+00.00 50.00 50.79 57.32 106.15 4.99 6.62 6.62 12.25 20+50.00 50.00 0.00 0.00 0.00 504.54 1072.35 1985.83
21+00.00 50.00 32.28 56.87 105.31 0.31 0.16 0.29 46+50.00 50.00 130.58 90.69 167.94 0.00 2.50 2.50 4.62 21 +00.00 50.00 84.06 42.03 77.83 0.00 252.27 467.17
21+50.00 50.00 100.38 66.33 122.83 0.00 0.16 0.29 47+00.00 50.00 159.20 144.89 268.31 0.00 0.00 0.00 0.00 21 +50.00 50.00 571.94 328.00 607.41 0.00 0.00 0.00
22+00.00 50.00 27.93 64.16 118.81 8.69 4.35 8.05 47+50.00 50.00 147.96 !53.58 284.41 0.00 0.00 0.00 0.00 22+00.00 50.00 1186.85 879.40 1628.51 0.00 0.00 0.00
22+50.00 50.00 92.69 60.31 111.69 11.46 10.08 18.66 48+00.00 50.00 142.84 145.40 269.26 0.00 0.00 0.00 0.00 22+50.00 50.00 1315.63 1251.24 2317.11 0.00 0.00 0.00
23+00.00 50.00 149.61 121.15 224.35 0.31 5.89 10.90 48+50.00 50.00 152.21 147.53 273.19 0.00 0.00 0.00 0.00 23+00.00 50.00 1200.50 1258.07 2329.75 0.00 0.00 0.00
23+50.00 50.00 261.49 205.55 380.65 0.00 0.16 0.29 49+00.00 50.00 203.18 177.70 329.06 0.00 0.00 0.00 0.00 23+50.00 50.00 1101.05 1150.78 2131.06 0.00 0.00 0.00
24+00.00 50.00 342.90 302.20 559.62 0.00 0.00 0.00 49+50.00 50.00 197.27 200.23 370.79 0.00 0.00 0.00 0.00 24+00.00 50.00 903.41 1002.23 1855.98 0.00 0.00 0.00
24+50.00 50.00 417.39 380.15 703.97 0.00 0.00 0.00 50+00.00 50.00 193.96 195.62 362.25 0.00 0.00 0.00 0.00 24+50.00 50.00 686.52 794.97 1472.16 0.00 0.00 0.00
25+00.00 50.00 486.92 452.16 837.32 0.00 0.00 0.00 50+50.00 50.00 194.44 194.20 359.63 0.00 0.00 0.00 0.00 25 +00.00 50.00 835.87 761.20 1409.62 0.00 0.00 0.00
25+50.00 50.00 492.34 489.63 906.72 0.00 0.00 0.00 51+00.00 50.00 230.92 212.68 393.85 0.00 0.00 0.00 0.00 25 +50.00 50.00 1186.65 1011.26 1872.70 0.00 0.00 0.00
26+00.00 50.00 448.67 470.51 871.31 0.00 0.00 0.00 51+50.00 50.00 146.78 188.85 349.72 0.00 0.00 0.00 0.00 26+00.00 50.00 1569.32 1377.99 2551.82 0.00 0.00 0.00
26+50.00 50.00 409.25 428.96 794.37 0.00 0.00 0.00 52+00.00 50.00 122.75 134.77 249.56 0.00 0.00 0.00 0.00 26+50.00 50.00 1744.36 1656.84 3068.22 0.00 0.00 0.00
27+00.00 50.00 390.95 400.10 740.93 0.00 0.00 0.00 52+50.00 50.00 102.67 112.71 208.72 0.00 0.00 0.00 0.00 27+00.00 50.00 2067.59 1905.98 3529.58 0.00 0.00 0.00
27+50.00 50.00 381.40 386.18 715.14 0.00 0.00 0.00 53+00.00 50.00 82.44 92.56 171.40 0.00 0.00 0.00 0.00 27+50.00 50.00 2447.51 2257.55 4180.65 0.00 0.00 0.00
28+00.00 50.00 347.05 364.23 674.49 0.00 0.00 0.00 53+50.00 50.00 51.61 67.03 124.12 0.00 0.00 0.00 0.00 28+00.00 50.00 2879.54 2663.53 4932.45 0.00 0.00 0.00
28+50.00 50.00 303.04 325.05 601.94 0.00 0.00 0.00 54+00.00 50.00 29.76 40.69 75.34 0.00 0.00 0.00 0.00 28+50.00 50.00 3228.24 3053.89 5655.35 0.00 0.00 0.00
29+00.00 50.00 252.27 277.66 514.18 0.00 0.00 0.00 54+50.00 50.00 7.98 18.87 34.94 0.35 0.18 0.18 0.32 29+00.00 50.00 3418.19 3323.22 6154J0 0.00 0.00 0.00
29+50.00 50.00 232.28 242.28 448.66 0.00 0.00 0.00 55+00.00 50.00 10.90 9.44 17.48 0.55 0.45 0.45 0.83 29+50.00 50.00 2980.34 3199.27 5924.56 0.00 0.00 0.00
30+00.00 50.00 214.93 223.61 414.08 0.00 0.00 0.00 55+50.00 50.00 27.29 19.10 35.36 0.00 0.28 0.28 0.51 30+00.00 50.00 2523.02 2751.68 5095.70 0.00 0.00 0.00
30+50.00 50.00 149.26 182.10 337.21 0.00 0.00 0.00 56+00.00 50.00 51.01 39.15 72.50 0.00 0.00 0.00 0.00 30+50.00 50.00 1852.79 2187.91 4051.68 0.00 0.00 0.00
31+00.00 50.00 90.30 119.78 221.81 0.00 0.00 0.00 56+50.00 50.00 77.30 64.16 118.81 0.00 0.00 0.00 0.00 31+00.00 50.00 1218.84 1535.82 2844.10 0.00 0.00 0.00
31 +50.00 50.00 35.81 63.06 116.77 0.00 0.00 D.DO 57+00.00 50.00 102.76 90.03 166.72 0.00 D.DO D.DO 0.00 31 +50.00 50.00 1166.58 1192.71 2208.72 0.00 0.00 0.00
32+00.00 50.00 13.20 24.51 45.38 0.00 0.00 0.00 57+50.00 50.00 123.61 113.19 209.60 0.00 0.00 0.00 0.00 32+00.00 50.00 1707.67 1437.13 2661.34 0.00 0.00 0.00
32+50.00 50.00 6.14 9.67 17.91 2.49 1.25 2.31 58+00.00 50.00 141.93 132.77 245.87 0.00 0.00 0.00 0.00 32+50.00 50.00 1757.72 1732.70 3208.69 0.00 0.00 0.00
33+00.00 50.00 0.00 3.07 5.69 7.57 5.03 9.31 58+50.00 50.00 149.96 145.95 270.27 0.00 0.00 0.00 0.00 33+00.00 50.00 1660.72 1709.22 3165.22 0.00 0.00 0.00
33+50.00 50.00 0.00 0.00 0.00 13.93 10.75 19.91 59+00.00 50.00 156.45 153.21 283.71 0.00 0.00 0.00 0.00 33+50.00 50.00 1588.76 1624.74 3008.78 0.00 0.00 0.00
34+00.00 50.00 0.00 0.00 0.00 20.52 17.23 31.90 59+50.00 50.00 137.91 147.18 272.56 0.00 0.00 0.00 0.00 34+00.00 50.00 1348.62 1468.69 2719.80 0.00 0.00 0.00
34+50.00 50.00 0.00 0.00 0.00 27.30 23.91 44.28 60+00.00 50.00 101.93 119.92 222.07 0.00 0.00 0.00 0.00 34+50.00 50.00 1073.59 1211.11 2242.79 0.00 0.00 0.00
35 +00.00 50.00 0.00 0.00 0.00 34.31 30.81 57.05 -L - TOTAL 20446.25 -L - TOTAL TOTAL 29142.06 35+00.00 50.00 810.08 941.84 1744.14 0.00 0.00 0.00
35+50.00 50.00 414.07 612.08 1133.47 0.00 0.00 0.00
36+00.00 50.00 0.00 207.04 383.40 210.46 105.23 194.87
36+50.00 50.00 0.00 0.00 0.00 1069.58 640.02 1185.22
Z
-LI- TOTAL 86544.31 -LI- TOTAL 59278.87
w~~

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I

0 5 10 PROJ. REFERENCE N0. SHEET N0.
38556 X-2A
~ 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
~ CA R p ~~ii 0 ~~i
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SEAL
15424
~i~j'~,C'~NF,.~' SJ
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720 l20
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0.01W 0.0100
7/0 Tl0
3~~ 3`1
700
700
_
- _ _ 692,32 / ~ - S.S. 696.827

690 ss. e95.z3~ - - - - - - - ~ 720 690
T20
0
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3a1
700
700 3'~
S.S. 695.972
690 - 688,11 - - ~ 690
5.5. 690.962 - _ - - _ - _ - - - - _ - - - _ - _ -
680 10 + 50.000 680
720 T20
0
~~o 0.01 ~ o.oioo 710
3~1
700
g:1 ----------700
w
- ~ S.S. 695.330
698 - _ _ - - ' 690
684_88 - ~ S.S. 686.181
680 ~ 0 + Q~.Q~O 680
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NMZ r~~ - / -
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 __010___ ___20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROJ. REFERENCE N0. SHEET N0.
38556 X-3A
30 40 50 60 70 80 90 100 110 120 130 140 150 730 ~
~ 730 X50 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30
~ CA R p ~~ii
rn ,~`,C~O~O~ES S•~QN~9,~/i 9;
72Q - a s~a,~ 720
- ~ _ _ _ _ _ _ _ _ 5.5. 714.720 ~ _ - - _ - _ _ - 15424
~.0~0 --------------3cL -~:1 ~.~A~~ 3 7/0 713,92 ~i~j'~,C'~NF,.~' SJ
- - - - - - - - - - -
- - ~l0
~~z.a~~ s ~o0 13 + 00.000 S.S. 712.160
700
I
730 730
720 N v 720
0.0991 0.0311
- - - _ _ - 3:1
3~1
7/~ -----------------------T10
ss. ne.~9a 79,79 S.S. 709.449
~o0 12 + 50.000 700
730 730
720 ~n N 720
- - - _ _ 0.01 ~ o.oioo
710
3<1
7PJ4,4PJ
5.5. 707.700 \ _ _ _ _ - _ - ~ ~ _
700 ~ 2 + ~~.~~0 S.S. 784.257 700
690 690
720 720
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0.01 ~ o.oioo
7/0 710
w _ - 3:1 3>1
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- - -
~ ' -
700 700 i
Z - - - - 696,3PJ - - ~ / S.S.7m0.617
~
11 + 50.000
690 ~~a 690
NMZ r~~ - / -
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 __010___ ___20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

~I 0 5 10 PROJ. REFERENCE N0. SHEET N0.
38556 X-4A
cv l
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
~ CA R p ~~i~
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SEAL
15424
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730 ~ 730
S.S. 723.457
S.S. 72m.49m 72 2 0 2 ~
3,~ - 720
7 20 _ _ - 301 0,0400 0~0~~0 601 1 ~
- - 6e1
- - - 717.385 717.385
716.345
710 7l0
700 700
730 730
0 S.S. 722.411
s.s. 721.mmm ~
7 20 _ _ 722048 3e~ 720
_ 4.0 0 1
0~0~00 601 6~1
716.516 716.516
715.476
710 710
•
30 730
S.S. 721.187 I~
S.S. 728.574

720 3:1 721014 3 ----3~- 720
- - - 0.0400
. - 0~0~~0 6a1 - 6e1 1
715.648 715.648
710 714.608 710
7 30 730
~ S.S. 719.094 ~
fi? S.S. 716,721 720
20 s.s.n6., 7 ~ 717071
~ 301 - - - - - - - - _ - _ 1 ~ 000 - _ ~ 0, ~ ~al-
~ 6e
714.779 710
{g 710 714.779 {ff 713.739 z

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~ ~Q
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 __010___ ___20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROJ. REFERENCE N0. SHEET N0.
38556 X-5A
30 40 50 60 70 80 90 100 110 120 130 140 150 740 ~
~ 740 X50 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30
~ CA R p ~~ii 0 ~~i
,~`,C~O~O~ES S•~QN~9,~/i 9;
730 s~a,~ 730
v 15424
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0.0400 ~ 0.0400 uuui0~,,,,
720 720
3a 1
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7/0 708,6 ---------------------------------710
S,S, 709,421
5.5.'06.850 17 + 00.000
700 700
I
730 730
0
720 0.0400 ~ 0.0400 720
~~I
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7/0 7PJ8,39
7l0
S.S. 718,075
- - - - 5.5.'06.6x' 16 + 50.000
700 700
730 730
0 N
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720 0.0400 ~ 0.0400 720
3>1
3~~
713,22------------ _ - - - - - - - 5.5.711.035 S.S. 715,436
7/0 710
16+00.000
700 700
730 730
o~ s.s. ~z ~ ~ S.S. 72m.584
~ 5.5. 717.825 - - - - - - - - - - - - - - - - - }-~e~ - 720
720 3 ~ 6~~ - - 0.0400 ~ ~ ~a55 o.oAOO - ~ - 3~ - -
- ~~a.z53 718,253
- - - - ~v.zi3 - -
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- - 15 + 50.000
goo ~~a 700
NMZ r~~ - / -
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 __010___ ___20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROJ. REFERENCE N0. SHEET N0.
38556 X-6A
~ 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
~ CA R p ~~ii 0 ~~i
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15424
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740 740
730 ~ 730
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0.0400 ~ o.oAOo
3~r 720
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\ _ - - - - _ _ 713,92 _ _ _ _ _ - - - - -
S.S. 717.841
7~0 5.5. 714.359 7l0
18 + 50.000
700 700
740 740
730 ~ 730
o.oAOO ~ o.oAOo
720 - ~ 720 3~1
~ g:1
7/0 S.S. 713.875 7~0
5.5.709.831 ~ ^ ~ 00.000
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700 700
740 740
730 730
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720 720
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7/0 79,12 - - 710
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5.5.'08.,04 17 + 50.000
goo ~~a 700
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 __010___ ___20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

~I 0 5 10 PROJ. REFERENCE N0. SHEET N0.
38556 X-7A
cv l
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
~ CA R p ~~ii 0 ~~i
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15424
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740 740
~ s.s. S.S. 728.818 (~f S.S. 729.285
730 727094^^~ ~-----~e~. __~e~ _--_________----730
>1 -~,~4~ - of i 601 1 ~ ~
- _ - - - - - - - - - - - - - - - - - - ~ - 726.248 726.248
720 - _ - - 725.m2B 720
710 7l0
700 700
740 740
S.S. 728.109 N
730 7280~~ --3- 730
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7 - - - - - - _ - 724.16m - - - - - - - 20 _ _ 720
S.S. 722.051
71 0 710
7 OD 700
74 0 740
730 730
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~ 01 3`1 _ _ _ - - - - ' ~
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~ S.S. 718.135
710 £4 z 710
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700 ~ £4Q 700
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 __010___ ___20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

~I 0 5 10 PROJ. REFERENCE N0. SHEET N0.
38556 X-8
cv l
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
~ CA R p ~~ii 0 ~~i
,~`,C~O~O~ES S•~QN~9,~/i 9;
760 s~a,~ 760
15424
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750 _-_--750
740 740
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38556 X-29
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~I 0 5 10 PROJ. REFERENCE N0. SHEET N0.
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~I 0 5 10 PROJ. REFERENCE N0. SHEET N0.
38556 X-32
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~I 0 5 10 PROJ. REFERENCE N0. SHEET N0.
38556 X-33
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W
~]H[~11E~][s~~~]E ~~~LT~IL,~~ ~I~T7C]~IE~l\T~~~~1\T~1 See Sheet i-B For Conventional Symbols D
~p~~~N?CARp~ ~i~~ 0~ ~ ,
~ ~q ' ~ ~
" - D ~ Y`° - ~L.~ JL 11 1l JL ~ SEAL ~ . ,
D s y ~ M 15424 ~
• . U
PROD
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~ ° ~ 0~ ~o nns
Qo~
a~~ o 0 ~ ~ _
PRO ~ BEG N ~ 83 TYPE OF WORK: STORM DRAI11iAGE, EROSI011i C011iTROL, ~ U Y
(AREA j° o PR JE To ~ GRADI11tG F~ ASPHALT PAVI11iG ~ o
m W Z m m W
~ F F m W ~ U U Z
(7 ~ ~ ~ U w
W ~ ~ ~ 2 Q
~Y ~~~lr ~ ll ll D a a ~ U ~
INDEX OF SHEETS ~
Title Sheet .....................................................................................1
GenerallQotes ]A
Conventionol Sym6ols .................................................................1B
Typical Sections 2
Swnmaries 3 ~ O
Plan Sheeu 4-8 -L- STA. 55+07.62 -L1-STA. 13+67.34 Q
Projsle ..........................................................................................9-13 BEGIN CONSTRUCTION END CONSTRUCTION • ~
Cross Sections XI X46 -n ~ z
v ~ ~o
X~ ~
(D~ 8 0~
:l) . z
L~
m 7 _ ~ W i~ ~ ~
Q 6 - ' / = z
I ~ , 1
- ,5 - ~ = ~
~~---7 C - - - i 1
-=mot-- - i I,
' i I. -L- WALLACE NEEL RD RELOCA~ SON
- i -L- - _ ~ RD RELOCATION - -
E o i ,
~ I i i
I j i
\ i 1 I { I I ~ Z
~ ~ ' ~ I
LLI J
U N
W
/
i
li
-L- STA 118+79.90 = ~
-L 1-STA. 10+00.00 J
W
W
Z
W
U
Q
J
CLEARING ON THIS PROJECT SHALL BE TO THE J
LIMITS ESTABLISHED BY METHOD 111 - NCDOT STD.200.03 Q
HYDRAULICS ENGINEER
GRAPHIC SCALES PROJECT LENGTH P~ p~~D BY ~jU Gannett Fleming
f.9AR/AS]~NOR}A f.ARO/JNA ]A29L26/I
50 0 50 100 V = 40 mph LENGTH ROADWAY PROJECT = L28 metes ~~s~~s~ s~,~ PHONB~ ]AV-0ft-2II8 PAY: )&-J3b9Mi
LENGTH OF STRUCTURE = N/A GP PROJHCi N0.-35595J]0
2006 STANDARD SPECIFICATTONS
PLANS TOTAL ZEIYGTH OF PROJECT = L28 miles ui
Q
50 0 50 100 RIGHT OF WAY DATE: ROBERT N. PRESSLEY, P.E. slcw~~vxs: SIGNATURE: ~ Z
PROJECT ENGINEER RO PROFILE (HORIZONTAL) ROADWAY DESIGN
ENGINEER
LETTING DATE: A.C.1oHNSON, P.E. 10 5 0 10 20 SHT.
PROJECT DESIGN ENGINEER
P.E.
PROFILE (VERTICAL) srcxarux rl) SIGNATURE: OF
FILE: K:1385561V8DGN\38556_OD_TITLE_PLAN.dgn

ABBREVIATIONS GENERAL NOTES GENERAL NOTES ,,.~~o~~H CAR~~i~4 0
~~~~5 5~~~~' N9 ~
~
NTS ..........................NOT TO SCALE ~ SEAL ~
ABAND ............................ABANDONED NTS........... PROPOSED CURB E~EUATIONS~ A.D .................................ALGEBRAIC DIFFERENCE 0/H........... 0/H ............................OVER HEAD 15424
ACCESS I BCE RAMPS AND DEPRESSED CURB ~ PH PH T oc As ..............................AS AL OC ............................ON CENTER ',9~..•F : Z
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY APPROX ..........................APPROXIMATELY PAVT......... PAVT ........................PAVEMENT N ~ 0~~~ 0
TO ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE RAMPS AT B/C .................................BACK OF CURB PC.............
RETAIN EXISTING PAVEMENT, UNLESS OTHERWISE NOTED. INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE RAMP BIT ...................................BITUMINOUS PERM......... PERM ........................POERMANOENTURVATURE ~ii~?o~,,,, ~ PG ............................PAGE U
DETAILS, CONSTRUCTION PLANS & NCDOT STANDARD DRAWINGS, PER NCDOT STD. N0. 848D.05 BM ...................................BENCH MARK PG............. DRIVEWAYS AND SIDEWA~KS~ PI .............................POINT OF INT W
BRG .................................BEARING PI............... CB ...................................CATCH BASIN PK............. PK ............................PK NAIL SET p
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION SAWCUTS ~ C&G ................................CURB AND GUTTER PP............. PP ............................POWER POLE Z
JOINT. MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY: CL ...................................CLEARANCE PROP......... PROP ........................PROPOSED 0
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES C/L FENCE .....................CHAIN LINK FENCE PSE........... PSE ..........................PERM SW ESMT
o CONCRETE -SIX INCH PORTLAND CEMENT CONCRETE (3600 PSI). PRIOR TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH CMP ................................CORRUGATED MTL PIPE PT.............. PT ............................POINT OF TANGENCY W PVI ...........................POINT OF VERT INT ~
o ASPHALT (COMMERCIAL) -TWO INCH SF9.5A COURSE AND FOUR INCH 119.OB INTERMEDIATE SHALL BE 1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW CUT CONC ..............................CONCRETE PVI............ COURSE. PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO CONST .............................CONSTRUCTION PUE........... PUE ..........................PERM UTILITY ESMT
~ ASPHALT (RESIDENTIAL) - 1.25 INCH SF9.5A COURSE AND SIX INCH STONE TIE-IN TO FACE OF PROPOSED CURB AND GUTTER. DB ...................................DEED BOOK r•••••••••••••••• r ...............................RADIUS
~ GRAVEL -SIX INCH INCIDENTAL STONE DI ....................................DROP INLET RT.............. RT ..............................RIGHT
SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY DIA ..................................DIAMETER RCP........... RCP ..........................REINFORCED CONC PIPE ~ ~ N ~ ~ ~
CROSSINGS, PER CITY STD. N0. 10.22. DW ...................................DRIVEWAY RELOC....... RELOC RELOCATE
R W........... ° DIM ..................................DIMENSION DRAINAGE STRUCTURES° R/W ..........................RIGHT OF WAY S SOUTH
E ......................................EAST/FASTING S............... SD ............................STORM DRAIN
EA ...................................EACH SD............. GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE SF SF ............................SQUARE FOOT
ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, ELEV ................................ELEVATION S/R FENCE ..............SPLIT RAIL FENCE a o
FF T TI F T TH T F P I T H ° FOP .................................EDGE OF PAVEMENT S/R FENCE 0 SE S AND ELEVA ONS RE ER 0 E CEN ER 0 DRO NLE S, MAN OLES AND TRAFFIC CONTROL ° ESMT ...............................EASEMENT SS............. JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. ALL PIPES SHALL BE STA........... SS ............................SANITARY SEWER
RCP CLASS III, UNLESS OTHERWISE NOTED. EXIST ...............................EXISTING STA ..........................STATION m ~ ~ Z
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE JUNE 1995 EDITION OF THE "WORK F/C .................................FACE OF CURB STD............ WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1 SW STD ..........................STANDARD Y ~ SW ............................SIDEWALK m z O m m w
WEEPHOLE PER STRUCTURE. WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1 3 OF AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND THE TRAFFIC CONTROL PLANS ON SHEETS FES ..................................FLARED END SECTION / TAN........... TAN ..........................TANGENT w ~ ~ m ~ ai
STRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER TCP1-TCP7. CONTRACTOR SHALL CONTACT GUS JORDI, CDOT IMPLEMENTATION MANAGER AT FH ...................................FIRE HYDRANT TCE ...........................TEMP CONST ESMT Z U U Z Y~
4- - P I T I I FOC .................................FIBER OPTIC CABLE TCE..........., FABRIC AND FILLED W/#78 STONE. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK. 70 336 7086 R OR 0 BEG NN NG WORK. TEMP......... GV ...................................GAS VALVE TEMP ........................TEMPORARY ~ ~ ~ U w
HORIZ ..............................HORIZONTAL TP............. TP ............................TRAVERSE POINT w ~ ~ ~ = Q
UT I L I T I ES ~ INT ..................................INTERSECTION T/W........... T/W ..........................TEST WIRE o a a o U o
INV ..................................INVERT TYP........... UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE U G........... TYP TYP I C A L U/G ............................UNDER GROUND
HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS SIZES DEPTHS OR FOR IP ....................................IRON PIN SET VC VC ............................VERTICAL CURVE
COMPLETENESS OF UTILITY INFORMATION. L ......................................LENGTH LF ....................................LINEAR FOOTAGE VERT........., VERT .........................VERTICAL ~ ~
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS WHOSE W W ..............................WEST ~ OC
FACILITIES WILL BE AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR LT ....................................LEFT Ib ....................................POUND W/............. SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF WM W/ ............................WITH
HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR ANY THIRD-PARTY LP ...................................LIGHT POLE WM ...........................WATER METER
MAX .................................MAXIMUM W VAULT... INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS. MIN ..................................MINIMUM WV••••••••••••• W VAULT ..................WATER VAULT d WV ...........................WATER VALVE ~ OC
AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER 60 . 60p ..........................SIXTY PENNY NAIL SET O
LINES ONLY. ALL OTHER ADJUSTMENTS RELOCATIONS WILL BE PERFORMED BY THE MONO ..............................MONOLITHIC P / ' ...............................FOOT Q
VARIOUS UTILITY OWNERS. THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY mph ................................MILES PER HOUR MTL .................................METAL ..............................INCH J
OWNERS SO AS NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE. THE CITY WILL NOT N .....................................NORTH NORTHING / BE HELD RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF ~a
OTHER UTILITY OWNERS. Z
Q
STANDARDS o FOR UTILITY LOCATES CALL NORTH CAROLINA ONE-CALL @ 1-800-632-4949.
~a
o FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE-CALL CONTACT ~ Z
PROJECT MANAGER.
THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE W
APPLICABLE TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF
THESE PLANS. NCDOT STANDARDS SHALL BE USED. CHARLOTTE MECKLENBURG THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER LAND DEVELOPMENT STANDARDS MAY BE USED IF THERE IS NOT AN APPLICABLE sZ
VAULTS TO FINISHED GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONCRETE NCDOT STANDARD.
DRIVEWAYS SHALL BE INSTALLED WITHIN CONCRETE BOXES. V-
NCDOT°
GAS LINES WILL BE ADJUSTED/RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS. A STDo NOo~ TITLE
REPRESENTATIVE OF PIEDMONT NATURAL GAS MUST BE PRESENT JUST PRIOR TO AND 2000 02, o 0 0 0 0 0 0 0 0 0 , o , o METHOD OF CLEARING -METHOD II
DURING CONSTRUCTION NEAR EXISTING GAS LINES, THE CONTRACTOR SHALL CONTACT 8400010000000000oooooSTANDARD BRICK CATCH BASIN PIEDMONT NATURAL GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. 840003„ o 0 0, o 0 0 , o , o o ,STANDARD CATCH BASIN FRAMES GRATE AND HOOD
8400050,00000,0,0 „ ooBRICK CATCH BASIN WITH SINGLE AND MULTIPLE PIPES
840015„ ooo,oo „ o,oo,STANDARD BRICK DROP INLET
840, 160000,0,0,0,ooooSTANDARD DROP INLET GRATE AND FRAME EXISTING SANITARY SEWER AND WATER ~INE~
8400320000000000oooooBRICK JUNCTION BOX 8400 340 , o o , , , o 0 0 , o , o ,TRAFFIC BEARING JUNCTION BOX 0
THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER 840035,0,0,0,000ooo,oTRAFFIC BEARING DROP INLET
LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL 8400 540 0 0 0 0 0 0 0 0 0 0 0 0 0 o MANHOLE FRAME AND COVER
IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE WITH DUCTILE IRON PIPE. THE 8400 660 0 0 , o , o , o , o 0 0 0 ,DRAINAGE STRUCTURE STEPS w J
CONTRACTOR SHALL REPLACE SANITARY SEWER AND/OR WATER LINE, WITH A MINIMUM 8400 710 0 0 0 0 0 0 0 0 0 0 0 0 0 o CONCRETE AND BRICK PIPE PLUG Z
TEN FOOT SECTION OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO 8400 720 0 0 , o , o , o , o 0 0 0 ,PIPE COLLAR FEET OF SAID LINES VERTICALLY OR HORIZONTALLY. 8460 01, o , o , o , o 0 0 0 0 0 , o CURB AND GUTTER
848001,00,0,00000,0 „CONCRETE SIDEWALKS 0
848oD05ooo000000o,o,oWHEELCHAIR RAMPS
SUBSURFACE PANS ~ 8500010 , o 0 0, o 0 0 0 , o , o ,CONCRETE PAVED DITCHES 8520010000000000oooooSTANDARD CONCRETE ISLANDS
8520 05„ o 0 0 0 0 0 0, o, o 0 o MEDIAN CURB FOR CATCH BASIN Q
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR MAY MAKE 8620020000000000oooooSTEEL BEAM GUARDRAIL
HIS OWN INVESTIGATION TO DETERMINE SUBSURFACE CONDITIONS. 8660010 , o 0 0 , o 0 0 0 , o , o ,CHAIN LINK FENCE 87600100,0,0,0 „ o,oooRIP RAP IN CHANNELS U ~
° 8760 02, 0 0 0 0 0 0 0„ o, o 0 oRIP RAP AT PIPE OUTLETS 0 W
MA I ~ BOXES ° 1101 010 , o , o , o , , o 0 0 , o ,WORK ZONE AD ANCE WARNING SIGNS V
1101.02 ,o,o,o,oooo,o,TEMPORARY LANE CLOSURES J ~
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107-12 OF 1101.110,0,0,0,00oo,o,TRAFFIC CONTROL DESIGN TABLES THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS 1110.11 0 , o , o , o , , o 0 0 , o ,STATIONARY WORK ZONE SIGNS W ~
WORK WITH THE U.S. POSTAL SERVICE. 1110.02 , o , o , o , , o 0 0 , o ,PORTABLE WORK ZONE SIGNS ~ Z
1115.010,0,0,0,00oo,o,FLASHING ARROW PANELS 1130.010,0,0,0,00oo,o,DRUMS
FENCES 1135.010,0,0,0,00oo,o,CONES J
1145.010,0,0,0,00oo,o,BARRICADES ~ Q
1150.010,0,0,0,00oo,o,FLAGGERS THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR 1205.01 ,o,o,o,oooo,o,PAVEMENT MARKINGS -LINE TYPES & OFFSETS
AS DIRECTED BY THE ENGINEER. 1205.05 , o , o , o , , o 0 0 , o ,PAVEMENT MARKINGS -TURN LANES ~ ~
1205.07 , o , o , o , , o 0 0 , o ,PAVEMENT MARKINGS -PEDESTRIAN CROSSWALKS
TREES 9 SHRUBS 9 AND HEDGES ~ 1205.08 , o , o , o , , o 0 0 , o PAVEMENT MARKINGS -SYMBOLS & WORD MESSAGES ~ W
1205.09 , o , o , o , , o 0 0 , o ,PAVEMENT MARKINGS -PAINTED ISLANDS 1250.010 , o, o, o, o 0 0 0, o ,PAVEMENT MARKER SPACING Z
THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, 1251.010,0,0,0,00oo,o,RAISED PAVEMENT MARKERS
IN ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE 1605.01 , o , o , o , , o 0 0 , o ,TEMPORARY SILT FENCE W
CONTRACTOR IS ALSO REQUESTED TO SAVE OTHER EXISTING TREES AND SHRUBS AS 1632.02,0,0,0,00oo,o,ROCK INLET SEDIMENT TRAP TYPE "B" 0 ~
DIRECTED BY THE ENGINEER. WHEN ROOT PRUNNING IS NECESSARY CUT ROOTS CLEANLY 1635.01 , o , o , o , , o 0 0 , o ,ROCK PIPE INLET SEDIMENT TRAP TYPE "B"
USING A DISC TRENCHER IN ACCORDANCE WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. USE PLYWOOD FORMS WHEN TREE CHARLOTTE - MECK~ENBURG
ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK. STD, NOo~ TITLE
10, 25A o 0 0 , o 0 0 0 , o RESIDENTIAL DROP CURB TYPE I DRIVEWAY W/ PLANTING STRIP J
0 10, 25Booo,oooo,oCOMMERCIAL DROP CURB TYPE II DRIVEWAY W/ PLANTING STRIP SIDE S~OPES~ 10, 25Co 0 0 , o 0 0 0 , o RESIDENTIAL DROP CURB TYPE I DRIVEWAY W/ PLANTING STRIP (6" x 18") 0
20025000,0,oo,o,TRENCH DETAIL FOR STORM DRAIN PIPES
LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD 400 02, o , o 0 0 0 , o , o TREE PROTECTION DETAIL
DRAWINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED A 3:1 (HORIZONTAL TO VERTICAL) 400080 , o , o „ o , o ,STREET MEDIAN EXCAVATIONS DRAINAGE AND BACKFILL
UNLESS DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED
ONLY AS DIRECTED BY THE ENGINEER.
w
EROSION CONTRO~~ Q
z
THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH W J_
THE APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES. THE
CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION. DISTURBED
AREAS SHAI I RF SFF~FN ANN MUI CHFN AT THE NIRFCTIRN ~F THE ENGINEER. THE
CONTRACTOR SHALL FOLLOW THE EROSION CONTROL MEASURES SHOWN ON SHEETS EC1-EC11.
SHT. 1A
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PROJECT REFERENCE N0. SHEET N0. ~
o e.' o o ca e

. = u su ace to at n aneeran y g g Z
0
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WATER: W
Water Manhole
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State Line Water Valve
Standard Gua a g CSX rRANSPORTATlON
~ Coun Line 's: Water Hydrant ~ a o
o RR Si Hal Mile ost g p MlLEPOSr 35 a
z
Townshi Line MAJOR: p D Switch Recorded lJ/G Water Line w m ~ Y ~
swlrcH - - ~ ~ ~ ~ Bra a Tunne or Box Cu vert w z m m °w o o GONG ~ Designated lJ/G Water Line (S.U.E.*)---------------- - W-
Ci Line tY 9 RR Abandoned Z W W Z Y ~
CONC WW A/G Water
Reservation Line - - Brid a Win Wall Head Wall and End w - 9 g RR Dismantled id End Wall Above Ground Water Line W ~ ~ ~ a
o a a o U o
Pro a Line MINOR: p rtY
. o CONC HW TV:
Existin Iron Pin E,P Head and End Wall 9
Baseline Control Point o
Pro a Corner ~ Pi a Culvert p rtY p TV Satellite Dish CC ~oc 0
~ Existin Ri ht of Wa Marker . ? g g Y Pro a Monument Footbrid e p rtY ECM g TV Pedestal © ~ ~
Existin Ri ht of Wa Line ~z3 g g Y Parcel/Se uence Number Draina a Box; Catch Basin DI or JB q 9 r JB ?GB TV Tower ~ a 0
R . - Pro osed Ri ht of Wa Line
• X X X p g Y Existin Fence Line Paved Ditch Gutter 9 lYG TV Cable Hand Hole HH Q • a
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• Pro osed Ri ht ofWa Line with R p g Y Pro osed Woven Wire Fence Storm Sewer Manhole p 0 Recorded lJ/G N Cable T~ ~ 0
Iron Pin and Ca Marker p
Pro osed Chain Link Fence ~ Storm Sewer p s Designated lJ/G TV Cable (S.U.E.*)------------------ - - - -T~- - - - ~1 ~
Pro osed Ri ht of Wa Line with p g Y R a
• Concrete or Granite Marker Pro osed Barbed Wire Fence p Recorded lJ/G Fiber Optic Cable T~ Fa ~ ~
• - -WLB- - - - Existin Control of Access ~ • Existin Wetland Bounda - g - g ry .a, • Desi Hated lJ/G Fiber 0 tic Cable S.U.E.* T~ Fo- - - ~
WLB Pro osed Control of Access Pro osed Wetland Bounda p POWER. sZ
p ry
• Existin Easement Line - E Existin Hi h Quali Wetland Bounda Ho WLB 9 Existin Power Pole V- ~ GAS:
g g tY rY 9
• EAB Pro osed Tem ora Construction Easement E Existin Endan ered Animal Bounda p p rY Pro osed Power Pole b Gas Valve ~
g g rY p
EPB Pro osed Tem ora Draina eEasement r~E Existin Endan ered Plant Bounda p p rY 9 Existin Joint Use Pole ~ Gas Meter
g g rY 9
Pro osed Permanent Draina eEasement PoE G
p 9 Pro osed Joint Use Pole p Recorded lJ/G Gas Line
Pro ose Permanent Uti i Easement PuE - - - - G - - - - ~
p tY Power Manhole g ( © Desi Hated lJ/G Gas Line S.U.E.
Gas Pum Vent or I,VC Tank Ca o p p A/G Gos ® Above Ground Gas Line J
Power Line Tower • 0
Si n g S Z U N
Power Transformer 0
Well W Existin Ed a of Pavement 9 9 0 ~
lYG Power Cable Hand Hole HH SANITARY SEWER: J
SmaIIMine 'X' Existin Curb 9
H-Frame Pole r C Sanita Sewer Manhole 0 ~ ry ~ m
Foundation Pro osed Slo a Stakes Cut - - - - - - - p p
Recorded IJ~G Power Line P Sanitary Sewer Cleanout 0 U
• Area Outline Pro osed Slo a Stakes Fill - - - - - - - p p
Desi Hated IJ~G Power Line S.U.E.* , g J.E.* - - - -P- - - - lYG Sanitary Sewer Line ss
Cemete fi ~ Pro osed Wheel Chair Ram - cR ry ~ p p ) J ~
Above Ground Sanitary Sewer A/G sanitary sewer W
Buildin Curb Cut for Future Wheel Chair Ram ccFR g p
TELEPHONE: Recorded SS Forced Main Line------------------------- FSS ~ J
School Existin Metal Guardrail - ~ - ~ - ~ - 9 Q
Existin Tele hone Pole 9 p ~ Desi Hated SS Forced Main Line S.U.E. Fss- - - - ~ Z 9 ( - - - -
Church Pro osed Guardrail T T T T p
Pro osed Tele hone Pole p p ~ ~ 0
Dam Existin Cable Guiderail - ~ - ~ - ~ - 9
Tele hone Manhole p 0 MISCELLANEOUS: ~ ~
Pro osed Cable Guiderail ~ i, i, p Z
• Tele hone Booth p 0 Utility Pole •
E uaili S mbol W
q tY Y Stream or Bod of Water Y Tele hone Pedestal ? Utility Pole with Base ?
p
. Pavement Removal H dro Pool or Reservoir ~ ~ Y ~ - - - - ~ Tele hone Cel I Tower ~ Z Utility Located Object o
p
River Basin Buffer RBB WG Tele hone Cable Hand Hole D 0 ?le "H Utility Traffic Signal Box ?s J V
p
F ow Arrow Sin le Tree ~ Recorded U/G Tele hone Cable T Utility Unknown luG Line ~~TL Q
g p
isappearing tream Sin le Shrub ~ Desi Hated U/G Tele hone Cable S.U.E.
g 9 p ale (S.U.E.*) - - - -T- - - - lYG Tank; Water, Gas, Oil
prang Hed e Recorded U/G Tele hone Conduit
g p pit T~ A~ Tank; Water, Gas, Oil
Swam Marsh ~ * T~ - - - lYG Test Hole S.U.E.* w
p Woods Line ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Desi Hated U/G Tele hone Conduit S.U. g p a
Pro osed Lateral Tail Head Ditch •
p Orchard ~ ~ ~ ~ Recorded U/G Fiber 0 tics Cable F~ p e T Fo Abandoned According to Utility Records AATUR

Fa se Sum - - ~ Vine and • p Vine ard y Desi Hated U/G Fiber 0 tics Cable S.U. able (S.U.E.*)-- - - - -T Fo- - - ~ End of Information E.0.1.

i SHT. 1 B
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6.0' 6.0' MIN 4.0' 12.0'
/-0 6.\
T
TYPICAL BERM & DITCH FOR USE IN CUTS
TYPICAL SE
1
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CTI O N - WALLAC
I WALLACE NEEL ROAD RELOCATION
12.0'
4.0'
GRADE T
POINT
2.0%
D/
E/
E NEEL ROAD RELOCATION -L-
NOTE: SEE PLANS FOR SUPERELEV AT ION RATES AND TRANSITIONS.
-L- STA. 60 + 68.67 TO -L- STA. 118 + 79.90
Ai
16.0' MIN
8.07.
DT 3%
TYPICAL BERM FOR USE IN FILLS
6.0 -'MIN 6.0'
TYPICAL BERM & DITCH FOR USE IN CUTS
RIGHT SIDE ONLY
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DI
PROP. APPROX. 4"
BIT. CONC. INTERMEDIATE COURSE, TYPE 119.00,
0
AT AN AVERAGE
RATE OF 228 LBS. PER SO. YARD IN EACH OF TWO LAYERS.
EI
PROP. APPROX. 4"
BIT. CONC. BASE COURSE, TYPE B25.00,
F-
AT AN AVERAGE
RATE OF 456LBS. PER SO. YARD IN ONE LAYER.
T
EARTH MATERIAL.
TYPICAL BERM & DITCH FOR USE IN CUTS
RIGHT SIDE ONLY
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COMPUTED BY: SRS DATE: 1012912007 PROJECT N0. SHEET N0.
CHECKED BY: ACJ DATE: 1012912007 ' JGLAS INTERNATIONAL AIRPORT 38556 3
m v m
~ REVISED Sheet Reissued
11
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ENDWALLS W y a m m
wQ~ OHO p z O O ~ ~ZH LLQV N
STATION Z O ~ ~ ~ CLASS III R.C. PIPE z ~ ° LL N M FRAME, o ABBREVIATIONS
w a > > ~ (UNLESS NOTED OTHERWISE) ~ ° ~ ~ } V GRATES, ~ ~ ~ W w ~ STD. 838.01 0~~ ~ N a C.B. CATCH BASIN
° ~ w J J ° OR ~ ~ ~ ~ AND HOOD o N o O ~ w ~ ~ a a STANDARD m a w ~ N.D.I. NARROWDROPINLET N O
a ~ ~ STD. 838.11 ~ ~ O W w ~ =U' 840.03 m n oo N o p w v o ~ D.I. DROP INLET
~ N ~ Z Z y (UNLESS ~ N N N O H~ H ~ ~ ~ M.D.I. MEDIAN DROP INLET
- - NOTED o ~ ~ ~ 00 N N ~ °a ~ ~ ~ w Z OTHERWISE LIN. ° r ~ ~ ~ ~ ° ~ ~ o ~ N ° M.D.I.(N.S.) MEDIAN DROP INLET ~ } ~ (NARROW SLOT)
o ~ ° 0 0 0 0 0 ~ o ~ v n oo m ~ ~ ~ O U C7
a FT. ° ° N r ~ c~ c~ ~ N ~ y SIZE v 12 15 18 24 30 36 CU. YARDS c o o w °v a a~ O H H o m a w N oo a ~ J.B. JUNCTION BOX
p o! o o° x x w w~ ~ w " M.H. MANHOLE
= w ~ O C7 N ai ai ~ ~ ~ ~ O ~ ~ ° cUn a ~ T.B.D.I. TRAFFIC BEARING DROP
THICKNESS ~ c ° m °v TYPE OF o Q w w LL °v y °a w ~ J v ~ INLET
ORGAUGE O o v N x ~ Q °0 GRATE ~ W a a a~~ vi vi 0D w ~ ~ H ~ Z Q ~ ~ ~ ~ ~ ~ Z Z ° J ° w o m ~ T.B.J.B. TRAFFIC BEARING
LL ~ U Q H ° H H H LL LL ~ O H W 2 Q (q H ~ _ N x N LL N ~ ~ JUNCTION BOX ~ U U
H N LL w p c m m Q 2 2 ~ z z a O O O a REMARKS
a ~ ~ ci E F G o o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
72+50.00 RT DI.14 DI.15 692.76 689.00 688.72 51 1 1 1
72+50.00 LT DI.15 15A 692.84 688.60 684.00 86 1 1 1
91+00.00 RT DI.17 DI.16 704.22 700.00 698.40 63 1 1 1
91+00.00 LT DI.16 16A 702.26 698.20 697.00 86 1 1 1
97+98.00 RT DI.18 DI.19 707.50 703.90 703.65 51 1 1 1
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111+00.00 RT DI.20 DI.21 714.64 711.35 711.1 51 1 1 1
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810 ~a
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SHT. I U
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810
ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER
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~ 8 0 12
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~ 8 0 1 13
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R1-1 30°x30° ~
SPEED 550' (NTS) rn Oa
f. 1 uMlr END A D ~ ' ~ m -Z
1 ~ EGIN ! ~ 35 (TYP) W2-2R
~ T1 TA 57+47.50 : X ~ ~ ~ ~ 48 X 48
_ r` _ _ ~ - W R2-1-35 - - - ~ 4D' (TYP) ~ Z
V ' W N I ~ N rn V_
N
NT
N ~ _ _ rn
_ ~ ~ 60, ~ 550' (NTS) SPEED
O LIMIT
~ END T1 T! BEGIN BEGINO
D ~ STA 59+00.00 + BEGINO~OD STA 60+22.11 STA 60 68.86
TIE TO EXISTING X
STA 55+07.53 R2-1-35 W2_2L UA 24 x 30 N z
48 X 48
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PAVEMENT MARKING INDEX
SYMBOL WIDTH COLOR MATERIAL DESCRIPTION
I 4" YELLOW THERMOPLASTIC DOUBLE CENTERLJNE ' SEAL 9~ ~
15424 ~ U 9'
TA 4" WHITE THERMOPLASTIC EDGE LINE
® 4" WHITE THERMOPLASTIC 2' MINI SKIP
4" WHITE THERMOPLASTIC SOLID LANE LINE 0
N
8" YELLOW THERMOPLASTIC DIAGONAL w
® WHITE THERMOPLASTIC LEFT TURN ARROW
YELLOW /YELLOW RAISED REFLECTIVE
MARKERS ~k ~ N ~ ~ ~
O a
Y ~ ~ ~
m Y 3 0
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' ~ EAL ! ~ = Z
SYMBOL WIDTH COLOR MATERIAL DESCRIPTION 5424 ~
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® 4" WHITE THERMOPLASTIC 2' MINI SKIP W D
4" WHITE THERMOPLASTIC SOLID LANE LINE Z
8" YELLOW THERMOPLASTIC DIAGONAL 0
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MARKERS
~k r N ~ ~ ~
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m ? z° m m
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0 15424
I 4" YELLOW THERMOPLASTIC DOUBLE CENTERLJNE i9! Fiy ~0~~ d GINti. SO
TA 4" WHITE THERMOPLASTIC EDGE LINE
® 4" WHITE THERMOPLASTIC 2' MINI SKIP
W
4" WHITE THERMOPLASTIC SOL1D LANE LINE Z
8" YELLOW THERMOPLASTIC DIAGONAL 0
N
UA WHITE THERMOPLASTIC LEFT TURN ARROW w
YELLOW /YELLOW RAISED REFLECTIVE
MARKERS
~k ~ N ~ ~ ~
~ O
a r
Y ~ ~ M 0 m Y ~ r
C O ~ ~ m W Z m m W
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I Z
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~p~~~?CA Rp~ ~~i~
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15424 Z . 's e ~ 0
TA 4" WHITE THERMOPLASTIC EDGE LINE
® 4° WHITE THERMOPLASTIC 2' MINI SKIP a p41~N iniuo~,,,, ~
0 4" WHITE THERMOPLASTIC SOLID LANE LINE
8" YELLOW THERMOPLASTIC DIAGONAL W
® WK1TE THERMOPLASTIC LEFT TURN ARROW Z
0
YELLOW / YELLOW RAISED REFLECTIVE N
MARKERS w
~k ~ N ~ ~ ~
r O
O a r
T N Y ~ ~ M 0 m Y ~ r

m W Z m m W
W F F m W ~ U U Z
(7 ~ ~ ~ U w
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UA 60' ~ W2-2R W
Tl 35' TYP 48 X 48 (
X ~ sZ
P R2-1-35 40 (TY ~ 24 x 30
V-
SPEED - - - - - - - - - - - LIMIT - - - - - - - -
- ~
550' (NTS) X
R2-1-35
~ 24 x 30
zo
END ~ END T1 BEGIN ~ TI END ~ T! BEGIN STA 118179.90 STA 11127.44 T1E TO EXISTING
D w2-2L STA 117125.86 STA 13167.40 Q
48 X 48 J
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WN -
W ~
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1 1
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J AWE
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W Z
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sH P M 5
~I
11

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... 1
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 740 ~
740
S.S. 730.955
730 S,S, 727,193 730
~ 301 ~ I~
~ .1 - - - - 301 - - - - - - - - - - - - - - - ~
6 O~~ ~ ~ ~ 6e1
6e1
7 20 ~ 723.857 720
i 722,266 722,266
i i ~~pnnpr
i ~pp~~N CA $p~ / O~i
i i
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71 ' 0 15424
i i FNG I NE~~'~ 5~,~,,
- - - i - - - - i~~,,0' runio,,~~~
i • - -
7 00 700
I
690 690
74 0 740
S.S. 730.721 ~
~ ~ S.S. 728,481
730 ~ ~ 730
' 30 ~ ~ 1 qq^ 3a1
' =1 ~ ~GLOf!- - - - qq - - ~ 6, ~,01~
~ 6;1 601
7 ~ 724.420 20
723.64 723,640 720
i i
i i
i i
7/ 0 710
7 00 700
690 690
74 0 740
S.S. 731.295 I~ S.S. 729.632
7 ~ _ N 30 ~ - ~ 730 -301- - - - - - - - - - - - - - - - - - - - - - - - - - -
~ 3~1 - ~ ~ -
.1 ~.61E8 6. 0~~00 ~ 6,1 6:1
~ ~ 725.153 724. 720 724.455 720

7/ 0 710

7 00 z 700

w~ W
- 690 ~~Q 690
~~z
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... 2
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 740 1
740
S.S. 730.196
7 30 730
~ ~
S.S. 723.15
~1 ~ ~ ~
- O~OD19 0.4100 , - - - - -
~ 60~ ~ 6:1 720 `1 720
~ 720.009 719.713 719.713 OO~~~d CAR~~% ~i~i
i i
i i
Nq'' ' ~ SEAL ! 7~0
7~ ' 0 / i 15424
i
i - - - _ - , ~
i ?ii?i?O?~,,,,
700 700
I
690 , 690
74 0 740
S.S. 73.485
730 ~ 730
S.S. 724.781
~ ~ ~ ~ ~
' ~ - ~ ~----~.1 _ _ ~1~ _ - - - ~ ~ ~ - - - - - - - - - - - - - - - - - - - - - - - - -
04160 0.41 P1 00 6 601 01
7 ° 20 720
7zt.37i 72m.939 72:m.939
i
i
i
7/ ' 0 710

7 00 700
690 690
74 0 740
S.S. 730.937
730 ~ ~ ~ s.s.7zs.msz 730
~ ~ ~ 3;~~ ~
- , 00200 - - - - - 6;1 0.0240 - , ----3~- 6v1 ---------------------------_~i
601
7 ' 20 720
/ 722.538
~ 721.751 i 721 J 51
~ {fl
~
~ ~
7/ 0 710

7 00 z 700

w~ W
- 690 ~~Q 690
~~z
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... 3
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 740 1
T40
7 S.S. 726.140 30 ------------------------~30
-
-
- ~ ~
- ~ 301 <0 s.s. T20 ~ S.S. 717.558 ~ ~ ~ ~9•' ~ ~ ~ SEAL = 720
- 15424
- - _ _ _ 00100 00900 - - - ~ ~ -~0 3 o~ - 301 ~ '•~~,~~fFN~ ~ NE`<,~•~50~,`~
- 1 °r o1 - -
~ 715068 p~~~ ~ii??o~,,,
71 - 714.874 714.523 714.523
0 - i 710
- -
- -
• - - - -
_ ~ -
T00 700
690 690
T4 0 740
S.S. 729.843
T 30 730
i L~ - - - - - - - - - - - - - - - - - - - - - - - - - -

~ N
~ 3°1 <0 s.s. ~ ~ S.S. 719,551
~ ~ T ~ 20 ~ ~ ~ _ / 720
00100 00100 _ 61 ~ ~ _ ~ -s;~ 30~ :T - 301
~ 717067
~ 716.819 716.484 i 71x.484
7/ 0 i 710
-
-
_ - -

T00 700
690 690
T4 0 740
S.S. 729.632
7 30 730
~ s.s ~ ~3~ ~ ~ ~ N S.S. 721.416 ~ ~
~ ~ ~ i
~ ~ - - - - 00900 00200 ~ - - - 720 ~ tor- ~ _ ~ 3e1 :r - 3e1- - 720
-
718054
- ~ - 718.498 718.219 718.219
~ -
~ - ~ ~
710 - 710
- -
- -
,i T
00 z 700

w~ W
- 690 ~~Q 690
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROJ. REFERENCE N0. SHEET N0.
c~ 38556 4
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 740 1
740
730 730
S,S, 722.398 ~ ~
i
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720 , ' ~ , / 720
~ ~ ~ ~ 3<1
~ ~ ~ O s,s, 7 ~ ~ ~ / ~P~°~~CARp ?~ii S.S. 710.883 i ~0 y'~N,... ,,.~7 ~~i
~ ~ ~
~ ~ _ _ _ 00904 O~D900 _ _ _ ~ ~~~SEAL9~~' = 7IO
710 ~ ~1--- 3~1 15424
78093 :~,9~1:, FNS I N~~~; tSO,,:
~ 7m8.335 7m7.912 787.912 uii?i?O+~,,,,
i i . ~ _ _ /
700 - - - . 700
I
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690 690
740 740
730 _---`r--------------------~30
i'
S.S. 723.356
_ _
i ~ 720 720
~ ~I ~
~ ~ N s,s, S.S. 713.183
~ ~ ~ ~ ~
- - - _ _ _ 00904 O.D900 _ _ _ _ _
/ - 3a
710 711031 .1 3°1 710
~ 710.521 710.163 710.163
,
i - _ _ i

700 - - _ 700
•
690 690
T4 0 740
7 30 -------------730:::
S.S. 724.481
i
i - - - ~ ~
i _
7 ~ ~ ~ 20 ~3a
,r ~ s.s. S.S. 715.435 720
~ ~
- - - a _ _ _ 40904 O.D900 _ _ - -
~ ~ al
713056
710 ~ ~ 712.707 712.371 710 712.371
~ i ~ i
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~ , ~ - i
~ _ ~ _ _ , 7
~ 00 z 700
£4 ~
fPr {Fj f~}
£3~~ ~ £4 £gw

690 ~~Q 690
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150 140 130 120 110 100 90 80 70 30 40 50 60 70 80 90 100 110 120 130 140 150
-------60 -------50 40 30 -------?0--------10-------- 0 --------10--------?0--------30

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... 5
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 1
7 30 ' ~ SEAL ~ ' = 730
15424
S.S. 719.131 ~w~nii?i?O?/,,,~
T 20 _ 720

/
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TIO / ~ ~ ~ ~ 710
~ ~ ~ s.s.7 ~ ~ S.S.7@4.061 ~ ~
_ 00900 O~D900 - -6 - - - - ~1- --1 r ol- - - - 3a1
3°
T ~ ' 700
7m1.817 7m1.32m 7@1.32m I
690 690
T 30 730
S.S. 72m.279
T ~ - ~ 20 r--------~20
i ~ ~ /
i ~
~ ~
3,r ~ i i~
T I i' ~ ~ O 0 ~ s.s. 7~E s.s. 7m6.114 ~ ~ 7/0
' ~ ~ ~ 900 O.D9 _ . 00 DO
--~1-- -~I--- ~i---- 3;1
~ 3,1 ' 7 4 4 ~ 02
7--__
100 - _ 703.962 703.434 7@3.434 700
690 690
7 30 730
S.S. 721.232
~ ~
~ _
7 20 ~ 720

~ ~ X01 ~
~ ~ ~ ~ ~ ~ s.s. ~ S.S.7m8.399 / ~
~ ~ O 710 ~ ~ ~ 710
_ _ a 00900 0.0900 -~:1--- i ;;I_ _ 301 - -
- 3,~
76051
- / 706.149 705.649 7 @5.64 9
. ~ ~ T00 - - 700
ffr

690 690
z

w~ W
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... 6
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
T 20 ' ~ ~ SEAL ~ ~ = 720
15424
S.S. 712.232
~w~nii?i?O?/,,,~
T ~0 - ~ ~ ~ ~ 710
/ ~ ~
i
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' \ ~ s.s. 6 ~ ~ O S.S. 699.218 / ~ ~ _ ~i ~
TQO _ ~ - ~ _ _ _ 0.010D O~D100 _ _ -6~--- --£r~- `1- ~ ~ 700 i
- ~ 3° 301 ~ ~ ~
67034
696.714 696.383 696.383
690 690
680 680
T 30 730
T 20 720
S.S. 714.777
- - _
i ~
i ~ TIO 710
i i \ 3 CO
~ ~1 O ~ ~ ~ i~ ~ ~ - ~ /
~ ' ~ ~ S.S. 7 ~ ~ ~ ~ \ ~ / ~ S.S. 700.613 ~ ~ ~ ~ -
~ ~ ~
_ _ _ ~ ~ _ _ D.010D O.D100 _ _ ~
T04- _ ~1--- ~ 3~ ~ ~ 700
698.184 697.748 697.74 B
690 690
7 30 730
S.S. 717.673
720 720

710 ~ 3e ~ 710 i
~ ~1 ~i ~
/ ~ ~ ~ ~ O S.S. 7@ S.S. 702.228 ~ ~ ~ ~
i ~ ~ i ~ / ~
' _ _ a D~090D O~D~DO
--~:1--~ T00-------' 3 `I - -3~ - - 700
~ 699.885 699.428 699.428
690 690
z

w~ W
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... 7
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
T 20 ' ~ ~ SEAL ~ ~ = 720
15424
~',~l~.~INE.'SJ~
~ ?ii???O?~,,,, , /
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7 ~ S.S. 696.239 ~ ~ 700
100 S.S. 696.887 ~ S.S. E - - ~
~0 e, 1 ~
- _ - - _ _ _ 00900 O.D900 _ - - _ ~ ~ ~ - - ~1
~ ~ /
- - - - ~ 694047 - / ~
690 ~ / 693.695 693.695 _ ~ 693.695 / i / 690
- - ~ i / J
~
680 680
T 20 720
TI 0 710
S.S. 698.442 N
~ S.S. E T00 S.S. 696.973 / / 700 I
~ ~\\3 ~
- _ _ _ 00900 O.D900 _ _ _ ~ - - _ - - - - - fr1 1 ~
~9] - - ~ \ \ / / ~
6 5021 \ ~
690 694.478 694.478 694.478 \ ~ / 690
~
•
680 680
7 20 720
71 S.S. 706.918 0 X10
~ ~ i \ ~ ~
i i ~ ~°1 ~ S.S.6 S.S. 697.925 /
T ~ ~ ~ QQ~ ~ 700
~ ~ - _ _ 00904 O~D9D0 _ _ ~ _
6~ - _ - $;1 J al--~-------__ /~i//
696016 ~ \
695.476 695.476 690 695.476 \ ~ ~ / 690
•
680 680
z

w~ W
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... 8
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
' ~ SEAL ~ '
15424
~w~nii?i?O?/,,,~
7 30 730
T 20 .7-20
~ ~
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T00 ~ S.S. 695.2m7 S.S. f ' 700 S.S. 695.423 , ~ ~
- ~ ~
- - .100 ~ 0.01
e _ 00 DO _ _ - , ~
693065
690 ' ~ ~ ' 690
~ _ _ ~ 692.839 692.839 ~ 692.839
- _ - ~ _ ~ -
680 680
7 30 730
7 20 720
7/ 0 710
T00 ~ 6.5. SS. 695.443 ~ S.S. 695.722 ~ ~ / 700
_ ~
~ / / i
- - - - a - - - 00100 ~ 0~01D0 _ _ - , ~ --6.1 - $1 ~ - ,1 - ~ - - - - - - - - - - ~ /
693095
690 ~ ,
~ / 693.151 693.151 ~ i 693.151 690
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T
60 670
z

w~ W
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... 9
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 730 ~
730
7 20 720 ,
/ ~O~~~d~CARp~I~i~i
71 0 ~ ~ ' ~ SEAL ! 7~0
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s.s. 7mm.ma5 / / / ?ii?i?O?~,,,,
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700 ~ S.S. ~ ~
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- - - _ _ _ 00100 O~D100 _ -
6940~6
690 693.292 693.292 693.292
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7 30 730
i
7 20 ' 720
i
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7 00 S.S. 695.922 d' ~ S.S. E 700 S.S. 695.479
. ~
_~e _ _ 1 .1 _ ~ _ 0.000 OD00 _ ---~e1 ~ ~-6-~ l - - - - - - -
693071
690 692.9m9 692.9m9 690 692.9m9
680 680
7 30 730
7 20 720
i
7/ 0 710
7 00 ~ s.s. ~ S.S. 692.303 700 S.S. 695.342
_ _ _ _ ~
- _ _ _ _ _ 00100 ~ O~D200 _ _ - ~ sel ~1 - - ;T.-~^1------------
_ , - 693057
690 ~ _ z ~ _ - - - - 692.758 692.758 690 692.758

£3 £g y} fA{{}fF} •
£4 ~ 4A
W~ W
- 680 ~~Q 680
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... 10
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 740 1
T40
7 30 ~-__730:::
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S.S. 713.692
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T00 ~ , ~ 700
_ _ _ 9 D~0016 0.0 DO ~ - - - ~1 p1~°~ I
696045
695.828 696.m48 696.048
690 690
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T 30 ~ X30
T 20 720
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S.S. 7m9.9mm
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7 ~ ~ s.s. s S.S. 697.196
00 ~ ~ 700
~ .1 - - - _ _ _ 00100 0~09D0 _ _ ~ ~e~-- ~
695044
694.751 694.751 694.751 690
690
T4 0 740
7 30 730
/
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7 20 / ' 720
/
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~ _
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T00 ~ 1 z ~ ~ /
:1 e _ _ _ 00900 O~D900 _ _ ~ -~e1 - , , ~ -s;T O _~a1 r
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15424
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T4 0 740
7 30 -'730
T 20 ' 720
' ~
S.S. 708.630 ~ S.S. i S.S. 7m8.975 ~ ~ '
T/ <1 o ~ - _ _ 00100 00100 _ - of --~P~- - , - -sor _~:1 710 /

~ 706.442 706.442 706.442
i
T ~ 00 700
i
6g0----~ 690
680 680
T4 0 740
7 30 ' ' ~ 7~0
7 20 ' 720
S,S, 708.393 ~ S.S. 7 S.S. 708.725 ~ / ~ ~
7/ 0 _ _ 7~0
- _ _ _ _ 00100 00200 _ _ ~;1 ~a1 - - - _
~ - -
~ 706.193 706.193 _ i 76.193
T . - - _ - 00 _ _ 700
. - _
69~ 690
680 680
z

w~ W
~~Q
~~z
~~w - -

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... 26
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
' ~ SEAL ~ '
15424
~w~nii?i?O?/,,,~
740 740
7 30 730
7 20 ' 720
' ~
71 0 ~ ' 710
0
S.S. 709.128 ~ S.S. ~ S.S.7m9.475 ~ ~ ~ '
T - _ _ _ 00100 00100 _ 00 01 - - 700
~ 706.948 706.948 7e .94m
i 690 690
680 ' 680

740 740
7 30 730
7 20 ' 720
o s.s. ~ S.S. 709.225 ~
7/0 S.S. 708.879 ~ 710
a1
~ _ _ 00900 00200 _ ~ - .1 -~o~- - , - -s:r
- - - - -
7 , 706.691 706.691 00 7®6.691 700
i i
i i
i i
i
690 690
-
680 680
z

w~ W
~~Q
~~z
~~w - -

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
NI ..........38556... 27
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 1
740 ' ~ SEAL ~ ' 740
15424
~w~nii?i?O?/,,,~
730 730
720 720
7I 0 710
S.S. 709.627 ~ S~• T00 ~ S.S.7m9.975 ~ ~ ~ ~
700
~ - - a _ _ _ 00100 0.0900 _ _ gel ~r 6~ -sor ~:~-~`1

~ 707.438 707.438 i 787.438
690 690
680 680
7 ' 60 670

660 660
650 650
740 740
730 730
7 20 720
7/ 0 710
S.S. 709.378 ~ 5.5. i 5.5.789.725 ~ ~
~ ~
- _ _ _ 00900 0.0900 _ _ _ 700 ~1 - - ~:1 1 700
~g ~ 707.189 707.189 787.189
~ {fl
{fl
690 690
680 z 680
~o

- - - -
w~W ~ - , _ _ _ _ _ _ _ _ - -
670 ~~Q 670
~~z
~~w - -

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
NI ..........38556... 28
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
T40 ' ~ SEAL ~ ' 740
15424
~w~nii?i?O?/,,,~
730 730
T20 720
S.S.71m.476 ~ ~ 7~0
I ~0 S.S. 710.126 ~ S.S.
I dal
~ - - , _ _ _ 00100 00200 _ ~a1 ,1 6~ , - -sor or -
T ' 00 ~ 707.935 707.935 77.935 700
i i
i i
i
690 ' 690
•
680 ' 680
6T0 ' 670
::660_____ ' 660

740 740
730 730
720 720
710 ~r 710
S.S. 7m9.876 ~ S.S, ; s.s.7lm,zz6
_ a1 , _ _ _ 00900 0.0900 _ _ -
~ _ -s:r :r--~°1------~~
T ' 00 700
~ 707.687 707.687 707.687
i
i
i i
i 690 690
680 ~ ' 680
T
60 z 670
o ,

` _
w~W -
660 ~~Q 660
~~z
~~w - -

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROJ. REFERENCE N0. SHEET N0.
c~ 38556 29
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 740 1
740
- -
730 ' ` ' 730
- ' ' p~`~~H 1 CA R p ~~ii
720 N ~ ~ ' SEAL 9~'• 720
~ s. ' 15424 ,9. S.S. 71 m.976
S.S. 710.624 ~ S,
- - _ _ _ 00100 O~D100 _ _ _3~1 ,1 ~ _ _ 6-~
7
710 110
~ 708.433 708.433 i 788.433
i i
i i
700 ' 700
i i I
i
i
i
690 ' 690
680 ' 680
670 ' 670

,
660 660
740 740
730 ' ' ~ - ' 730
720 720
~ S.S. S.S. 710.375 ~ s.s.71m.7zs , '
- _ _ _ 0~010D O.D100 _ _ _ 710 ~P1 - - $o 1 ~ _ ~o _ _ - 3a~ 710
i 7m8.184 7m8.184 i 788.184
i
7 ' 00 700
i i
i i
i i
i 690 690
680 680
7
60 670
66.0 _ _ z 660

~~w

650 ~~Q 650
~~z
~~w - -

150 140 130 120 110 100 90 80 70 30 40 50 60 70 80 90 100 110 120 130 140 150
-------60 -------50 40 30 -------?0--------10-------- 0 --------10--------?0--------30

0 5 10 PROD. REFERENCE N0. SHEET N0.
NI ..........38556... 30
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
740 740
730 ' 730
0 S.S. 711.123 ~ S,S. S.S. 711.476 i ' 0~~~~,~~•CAR~~70~i
7 _ _ _ _ 00900 0.0900 _ _ _ 3., ,1 ~ ' ~ ~q SEAL 720
20 .r o - - 6~ ~ 6-~ ~ _ , 15424
~',9l1 FNG I NE~'~' •SO,,~~
~ 708.931 708.931 i 7m8.931 ~ii?i?O?~~,,,
i
71 ' 0 i 710
i i I
i
i
i
7 ' 00 , i 700
i
i i
i
i i
690 , 690

680 , 680

T 60 670
660 660
740 ,__-7~0
730 ' 730
~ S.S. S.S. 710.874 ~ s.s. 711.zz6 , '
7 20 a ' 720 _31 - -
_ _ _ _ _ 00900 0.0900 _ _3 ~ .
~ - -
~ 708.682 708.682 70•..:8.682
' 710 ' , 710
7 ' 00 , 700
690 , 690
680 , , 680
,
7
60 z 670

w~ W
- 660 ~~Q 660
~~z
~~w - -

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... 31
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 1
_ ___---740
740
730 ' 730
TIE IN FOR
2' BASE DITCH ~ ~ ??pnmrgA
S.S. 711.622 ~ ~•8• I~ ORIGINAL TIE IN TIE IN S.S. 711.976 ~ ~ CAR~~%Oi~
- - _ _ 00900 O.D900 _ _ _ .~~1-
720 ~ - ~ - ~ _ _ 6:1 .1 : ~ SEAL ' 720 15424
, 709.429 709.429 709.429 ?ii?i?O?~~,,,
i
7~ ' 0 , i 710
i i I
i
i
T ' 00 , i 700
i
i i
i
i
i 690 , 690
680 ' 680
,
` _ _ ~ \ ~ ~
7 60 670
660 660
740 740
730 ' 730
0 S.S. 711.372 ~ S.S. s.s.711,7zs
- - _ _ _ 00900 O~D900 _ _ 3a1 -3~1
20 _ - 720
' 7m9.18B 7m9.18B 7m9.18B
i i
i
7/ 0 710
7 00 700
690 690
680 , ' 680
~ ~ ,
~ ~ ,
7 60 z 670

wow
660 ~~Q 660
~~z
~~w - -

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
NI ..........38556... 32
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
- -
-
- - -
740 740
- -
-
s.s. 7iz.~zm ~ s.s. 7 30 S.S. 712.469 ~ - - - ' 730
- ~,1
- - _ _ _ 0~090D D,0139 _ _ ~;1
~ - 1~ - 0~~,'~~' 1 CA R~! I~~ii
~ 709.927 709.999 709.999 ~ • ~ N9 ' ~ ~ SEAL ' 720
720 15424
~ii?i?O?~,,,,
71 0 710
I
700 700
690 690
680 680
7 60 670
740 740
-
730 ~ ' 730
s.s. 71~.a71 ~ s.s. ~l s.s.7iz.zz6 - - -
-
- ~ - e _ _ _ _ 00900 O~D900 _ _ _ ~ - 1 _ -
7 ' 20 720
i 709.678 709.678 709.678
i i
i i
i
7/ ' 0 710
7 ' 00 700
690 690
680 680
7 60 670
660 z 660

w~ W
~~Q
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~~w - -

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
NI ..........38556... 33
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 1
i ~ 0 N9
~ ~ ' SEAL ! '
N 740 15424 740
~ s.s. 71z: S.S. 712.570 S,S.712.912 ~ :9~'
',~1~ I Nti~~''S~p•
of _ D,0341 a 3 0,0341 .1 ~ ~

7 ' 30 730 711.074
' 710.198 711.074 I
i
i
i
7 ' 20 720
71----------------- e 710
7 00 700
690 690
680 680
740 ~ 740
S,S.712.691 ~ ~ ~
s.s. 7tz.37m ~ s,s, n
_ _ _ O,D101 _ ~:1
_ _ 00100 _ ~ ~ ~
30 730
~ 710.175 71m.537 i 71m.537
i i
i
7 ' 20 720
7/ ' 0 710
7 00 700
690 690
•
680 680
7 60 z 670

w~ W
~~Q
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~~w - -

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROJ. REFERENCE N0. SHEET N0.
c~ 38556 34
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 1
,~~`'u?CAR
~.~~~~:~~tiS S /0~ ~9'~,~
SEAL 9~ , 15424
i~,9~1:, FN6 ~ NE~'~' S~,,J
~~?iiuo~,,,,
i i
i ~ i
i / ~ ~
i
740 ~ 740
i i
S.S. 713.229 ~ S.S. 71; S.S. 713.448 ~ ~
^,1 _ ~ ~
_ 00106 _3.1 ~o _ _ _ 00100 _ _
~ ~ - - -
730 ' ~~J' 730
~ 710.922 711.289 711.289 1
i i
i
720 720

710 710
700 700
690 690
740 ~ 740
S.S. 712.924 ~ S.S. 713 S.S. 713,164 ~ ' ~
_ _ 00346 . 3a~ - _ _ _ 00346 _ - - ~ 6or o -3~,
-
7 ' 30 730
~ 710.448 711.328 711.328
i i
i
i
7 ' 20 720

71 0 710
7 00 700
690 690
z

~~w

~~Q
~~z
~~w - -

150 140 130 120 110 100 90 80 70 30 40 50 60 70 80 90 100 110 120 130 140 150
-------60 -------50 40 30 -------?0--------10-------- 0 --------10--------?0--------30

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... 35
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 1
' ~ SEAL ~ '
15424
~w~nii?i?O?/,,,~
~ ~ - - _
i
i ~
i i
740 N ~ ~ 740
S.S. 713.721 ~ S.S. S.S. 713.994
- - _ _ _ 00900 O~D900 _ - ~;1 - - ~ / /
, °1 6~ -67
730 - , 730
~ 711.428 711.428 , i 711.428
, ,
,
7 20 , 720
,
71 0 710
7 00 700
690 690
740 740
~ S.S. S.S. 713.731 ~ ~
S.S. 713.453
~ , 1 _
- _ _ _ 00900 0~013d _ _ col
730 ~ - , 730
, ,
- - - - - - - - - - - - - - - - - - - - - - - - - - - - 711.171 711.258 711.258
i- _ _ ~ - - , - -
,
7 20 , 720
,
,
7/ 0 710
7 00 700
690 690
z
0
•

w~ w
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cn~z
cn~w

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... 36
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 1
' ~ SEAL ~ '
15424
~w~nii?i?O?/,,,~
- - - - - - - ~ ~ ~
i ~ ~ ~ ~
~ ~ - i
i
i ~
I ~0 s.s, 718.mz1 ~ 740
s,s. S.S. 714.504 ~ ~
x\301
' ' ' ~ - - - - _ _ 00900 O~D900 _ _ ~e1 ,T--3~1
730 ~ - - - 730
' 711.918 711.918 711.91 B
7 ' 20 , 720
71 0 710
7 00 700
690 690
740 740
S.S. 715.735
~ S.S. S.S. 714.249 ~ ~ /
- - - - - - - - ------x\3,1 >1
- - - _ _ _ 00900 O.D900 _ _ 3,_ 6~ - 67 301
730 ~ - - - 730
~ 711.669 711.669 711.669
i i
i
720 720
7/ 0 710
7 00 700
690 690
z

w~ W
~~Q
~~z
~~w - -

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROJ. REFERENCE N0. SHEET N0.
c~ 38556 37
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
~~P`~N ~ CA R p ~~i~
~.`~~~~~~tiS S /pti'~9
' SEAL 9~
15424
:~,9~! FNS I N~~~; tSO,,:
uii?i~~,,,,
i ~ - '
T40 i ' ' 740
S,S, 714.874 ~ S,S. 730 _ ,1 s,s. ~i5.m13 ~ ,
3. - _ _ 00100 04200 _ _ -~o~ - - ~.1------~ 730 ~

i 712.415 712.415 712.415
i
720 ' 720
710 710
700 700
690 690
740 S.S, 718.008 ~ ' 740
~ S.S. - - ~ S.S. 714,758 ~ ' ~
00100 0~41D4 ~1
730 ~ - - - - -~,1 _ _ -~:1 730
~ 712.166 712.166 712.166
i
i
7 ' 20 , 720
71 0 710
7 00 700
690 690
z

~~w

~~Q
~~z
~~w - -

150 140 130 120 110 100 90 80 70 30 40 50 60 70 80 90 100 110 120 130 140 150
-------60 -------50 40 30 -------?0--------10-------- 0 --------10--------?0--------30

0 5 10 PROD. REFERENCE N0. SHEET N0.
NI ..........38556... 38
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 1
' ~ SEAL ~ '
15424
~w~nii?i?O?/,,,~
- - - - - - - i - _ _ _ _
~ ~ _ _ _ _
i
i i
/ ~ ~
S.S. 715.421 ~ S.S. S.S. 715.523 ~ '
7 ~ 30 ' 730 1 '
~o - _ _ _ 00100 0.0100 _ _ - ~1= ~ gel - g 1
~ 712.913 712.913 712.913
7 / 20 720
71 0, ~ _ - 710
7 00 700
690 690
740 740
S.S. 715.148 ~ S.S. " S.S. 715.268 ~ ' '
7 30 ' 730
- - 00100 0.0100 _ 1 ~;1 ~ ~1 1 J~
- -
~ 712.664 712.664 712.664
7 ' 20 720
- _ - _ J /
i - - - - - - - - - - - - - ~ - - - - - / - - L / ~ ~ - i ~
7/ 0 710
7 00 700
690 690
z

w~ W
~~Q
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~~w - -

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
NI ..........38556... 39
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
' ~O~~~N CARp~~~~~
740 ' ' °~~s's';~" "9 740 9•
' ' ~ SEAL ~
- ' 15424 9'. e
S.S. 715.968 ~ S.S. S.S. 716.033 ~ i ' '~y~~~~~;:`,N6IKti~~~S~~~~
00100 00100
730 - 1 ~1 ~;1 - - - - - 730
- -
- - 713.411 713.411 7f 3.411
-
-
T20 ' 720
-
-
-
TI - 0 710
-
- -
-
-
T ' 00 _ 700
690 690
680 680
T4 0 740
-
S.S. 715.695 ~ S.S. - s.s. n5.~~e
- ~ - - _ _ _ 00100 00200 _ _ _3~1 730 r ~ _ - o - ~ - - 730
- -
- -
- 713.162 713.162 - 713.162
7 - 20 720
- -
- - -
-
-
7/ ' 0 710
- -
T 00 700
690 690
680 680
z

w~ W
~~Q
~~z
~~w - -

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
NI ..........38556... 40
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
740 ' ~ SEAL ~ ' 740
15424
~w~nii?i?O?/,,,~ ,,---730
7 30
720 S,S. 716,516 ~ S.S. ~a _ 1 D,OD11 _ ~1 ' 720 S.S. 716.518 ~ '
1 '
0.000 o -~P~ -s.r

71 0 710
~ ~ 713.9m9 714.163 714.163 ~
T ~ 00 700
~ •
690 690
680 680
7 60 670
740 740
7 30 730
S.S. 716.242 ~ S.S. s.s. 716.zsa , '
7 - 3 _ _ 20 _ _ 00100 00200 _ _ ~ o~_~el 720
-
~ ~ 713.660 713.660 713.660
7/ 0 710
7 ' 00 700
690 690
680 680
7 60 670
z

w~ W
~~Q
~~z
~~w - -

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROJ. REFERENCE N0. SHEET N0.
c~ 38556 41
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 1
~~P`~N ~ CA R p ~~i~
~.`~~~~~~tiS S /pti'~9
' SEAL 9~
15424
:~,9~! FNS I N~~~; tSO,,:
uii?i~~,,,,
740 740
- - - ~ - - - -
- - - -
730 - 730 - - -
- - -
-
-
N
720 ~ S,S. 717,012 ~ SS, 71E - 720 SS. 716.996 - -
- I - -
01 0.0100 00100 ~°1 -
°1 ~1 - ~1 - - - - 710
7/0 714.886
~ 714.406 714.886
700 700
~ •
690 690
680 680
740 740
730 730
- ~ -
- - ~ -
- ~ - - ~ - -
-
7 20 - - 720 -
- -
S,S. 716,809 ~ S.S. 71 _ 0~090D o _ ~1 -
S.S.716.754 - - - -
-
00100 710 ~ -~e~-- -s.r- 710
-
~ 714.158 714.638 714.638
7 00 700
690 690
680 680

T
60 670
z

~~w

~~Q
~~z
~~w - -

150 140 130 120 110 100 90 80 70 30 40 50 60 70 80 90 100 110 120 130 140 150
-------60 -------50 40 30 -------?0--------10-------- 0 --------10--------?0--------30

0 5 10 PROJ. REFERENCE N0. SHEET N0.
c~ 38556 42
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 ~
~~P`~N ~ CA R p ~~i~
~.`~~~~~~tiS S /pti'~9
' SEAL 9~
15424
:~,9~! FNS I N~~~; tSO,,:
uii?i~~,,,,
740 ' 740
o
S.S. 717.397 ~ S.S. 71 730 S.S. 717.472 ~ ' '
' 730 - -
_ _ _ 0~090D o _ ~1 o _ _ D.0100 _ ~ 6e~ - -
-
~ ' 715.384 720 , 714.904 715.384
i 720
i
i
i
710 ' 710

700 700
690 690
740 740
-
7 30 730
-
-
S.S. 717.188 ~ S.S. 71 S.S. 717,233 - ' - -
-
7 _ _ D~090D 20 - 0~010D _ ~ 6~ 6~- 720
- - - -
~ ~ 715.135 714.655 715.135
71 ' 0 710
7 ' 00 ' 700
690 690
680 680
z

~~w

~~Q
~~z
~~w - -

150 140 130 120 110 100 90 80 70 30 40 50 60 70 80 90 100 110 120 130 140 150
-------60 -------50 40 30 -------?0--------10-------- 0 --------10--------?0--------30

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... q3
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 10 20 30 30 40 50 60 70 80 90 100, ~ ' 110 120 130 140 150 740 1
740
S.S. 718.286 ~ S.S. 71£ S.S. 718.249 , '
_ _ 00100 _ gel - _ _ 00100 _ 6~ - - - 6: 730 ' 730

~ ' 716.131 ~ 715.651 716.131 \ ~ ~ ~ ' ' O~P~d~CARp~I~i~i
Nq•'
7 20 ' ~ ~ SEAL = 720
15424

~w~nii??o~,,,
71 0 710
7 00 700
690 690
74 0 0 ' ~ 740
N
S.S. 717.949 ~ S.S. 71. S.S. 717.980 ~ '
al ~e _ 00100 _ _3_ a___ 00100
•r ~.1 ~1 730 - ~ 730
715.882 ~ '
~ ' 715.4m2 715.882
720 ' 720
7/ 0 710
7 00 700
690 690
74 0 ' ~ 740
S.S. 717.653 ~ S.S. 71; s.s. 717.7z6 ~ '
7 ,1 30 _ _ 00100
- 00900 _ - - - - _ ~,1 - , - ' ' 730
~ ~ 715.153 715.633 715.633
7 20 720
7_____________
.~0 _ _ 710
700 z 700

w~ W
- 690 ~~Q 690
~~z
~~w - -

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... q4
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 1
' ~ SEAL ~ '
15424
- -
74 0 - ~ 740
0 -
N -
S.S. 719.075 S.S. 7 s.s.7t9.mlm - -
-
30 -30 _ _ 00100 0.0100 _ - - ~ -~o~ - , - -s:r .~01_ - - 730 ;,r - ~ - -
- - -
- - -
- - - - ~ 716.398 716.398 . _ ~ - - - ~ - - - 716.398 ~ - ~ -
7 - - - - - - - - - - - - - - - - - ~ / ~ - -
120 _ - 720
7I 0 710
7 00 700
- -
74 0 740
-
-
S.S. 718.825 I~ S.S. - - _ _ 10 0.0028 _ _ 3e~ S.S.718.798 - -
_ 0.0 0 _ _ 730 1 ~ - ~ - 31 - 730 -
- -
- - -
~ ~ 716.149 716.423 716.423 ~ ~ - -
~ - ~ - ~ -
- ~ _ - - - - - -
720 , 720
7/ 0 710
7 00 700
- -
- - -
- -
74 0 - - 740
s.s. 71e.5az ~ s.s. 711 s.s.71e.5ze - -
- -
a~ -
_ 00100 _ X01 00100 7 1 ~1 ~i 30 ~ ~ - - ' ~ ~ - - ' 730
- -
-
~ 716.380 ~ ~ 715.9mm 716.380 ~ ~ - - ~ -
720 ' 720

7/ 0 710
700 z 700

w~ W
~~Q
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
~ ..........38556... q5
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 1
' ~ SEAL ~ '
15424
~w~nii?i?O?/,,,~
T4 0 740
S.S. 721.294 ~ S.S. 720.856 ~ ' / /
7 30 - - - - - - _ _ - - _ - - - - - - - - - - - - - - - - - - - - - ~ \ 3e - - - - _ 730
- ~ 0.0100 0.0100 ~ 6~ ~ ~ 6:1 - --~°1- 6:1 - - - - - - - - - - - - - - - - '
~ - - -
~ 717.097 717.097 717.097
T2~0 720
TI 0 710
T 00 700
T4 0 X40
0
S.S. 719.776 S.~ s.s. 719.77m
T 30 ' ~ 730
_ _ - - -30~- - - - - 00100 0,02D0 _ - - _ _ ~1 -~1
~ - - - - - - - - - - - - - - - - - - - - - - - - 6°~ - - - ~ ~1 ~;1- - - - - - - - - - - - - - - - - - - - - - -
i 716.884 716.884 716.884
7 720
7/ 0 710
T 00 700
T4 0 740
S.S. 719.328 ~ S.S. S.S. 719.328 ~ ~ /
7 30 ' 730
- _ _ _ _ 00100 0~41D0 _ _ - -3~ -3~ '
_ - - ~ - - _ _
716.64 6 716.64 6 716.646 ~ - - - - - - - - - - - '
7 20 720
7/ 0 710
T
00 z 700

w~ W
~~Q
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150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROJ. REFERENCE N0. SHEET N0.
c~ 38556 46
NI
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 30 40 50 60 70 80 90 100 110 120 130 140 150 1
~~P`~N ~ CA R p ~~i~
~.`~~~~~~tiS S /pti'~9
' SEAL 9~
15424
:~,9~! FNS I N~~~; tSO,,:
uii?i~~,,,,
S.S. 722.118
S.S. 728.783 ~
0.0100 0.0100 - - - - - - - - - - - - - - - - - - - - - - - - ------3p~--
- - - - - - - - - - - - - - - - - - - - - - - - - 1 601 ~ 6:1 6:1
730 ' 730
i 717.781 717.7€ 717.781
720 720
710 710
T00 700
T40 ~ 740
S.S. 722.584
S.S. 721.949 ~
_ _ _ ~3~~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ /
- - - - - - - - - - - - - - - - - - - - - - - - - - - - ,3~ - _ _ - - - - - - - - - - - - ~ 00900 0~0~00 730 - - - 6a1 ~ , ~ 6:1 sa - ~ 730
-
~ 717.532 717.5? 717.532
i
T 20 720
71 0 710
T 00 700
T4 0 740
S.S. 722.434 S.S. 721.915 ~ ~ ~
7 _ 30 _ 730
~ ~~I _ 6e1 v ~1~ - - - - - - - - - - - - - - - - - - - - - - - - - -
00100 0,0100 ~ 6:1 ~ ~ 6a1 ~ _ _ ,
7 717.309 717.30~t / 717.309 720
fH fPr

71 0 710
T00 z 700

~~w

~~Q
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150 140 130 120 110 100 90 80 70 30 40 50 60 70 80 90 100 110 120 130 140 150
-------60 -------50 40 30 -------?0--------10-------- 0 --------10--------?0--------30