20081817 Ver 1_Site Plan_20090424

PLANS PREPARED BY:
FI~P6 BRI,YM(~RAJ~S 4Ntl60RY11~ AIL 3
DETA/L 7 DETAIL 2 DETA/L 3
SPECIAL LATERAL 'V' DITCH FALSE SUMP ~ ~ TOE PROTECTIO ( Not to Scale) ~ 0 2 f Not to Scale) OTECTION ~I~~~~~~~~~~~~~~ ~ Kimley-Horn
( Not to Scale) o F~q /~R ro Scale)
n t ' and Associates, Inc
Outside Ditch ~c ~ Traffic Flow ~O~ ~ Fill R 2~ Natural ~ 0< FIII 2 ~ 2~ Sloped F~, Ground 2S~ p ~p'c'~ Slope s~v~ ~ FIJI a ~ " a~A ~ PO BOX 33068 Z ~`~~'i Slope RALEIGH, NC 27636-3068
V PHONEc (919Y 677-2000 FAX: [phone]
©2007
GI d= 2 Ft.
Mfn. D= I.5 Ft. --5 ~ etc.
S=Ditch Slope ~ Proposed ouch Type ofi Uner= PSRM = PSRM ®ETA/L 5
FROM STA. 17+00 TO STA. 19+00 -L- (R~ STA. 27+55 -L- (L~ FROM STA. 21+75 TO STA. FROM STA. 21+50 TO STA. 22+70 -L- (RT) FROM STA. 29+35 TO STA. FROM STA. 35+00 TO STA. 36+04 -L- (RT) FROM STA. 34+50 TO STA. FROM STA. 35+00 TO STA. 36+50 -L- (LT) FROM STA. 36+76 TO STA. FROM STA. 37+00 TO STA. 37+50 -L- (R~ FROM STA. 74+50 TO STA. FROM STA. 43+50 TO STA. 46+00 -L- (RT) FROM STA. 75+45 TO STA. FROM STA. 47+50 TO STA. 48+80 -L- (L~ FROM STA. 80+50 TO STA. FROM STA. 48+80 TO STA. 50+00 -L- (L~
TO STA. 22+bo -L- (LT) PREF®RMED SCOUR HOLE
TO STA. 30 + 32 -L- (RTj
TO STA. 36+06 -L- (RT) *NOT TO SCALE
TO STA. 38+49 -L- (RTj PLAN VIEW INSTALL LEVEL AND FLUSH SEAL
TO STA. 75 + 74 -L- (RT) _ WITH NATURAL GROUND
TO STA. 76 + 00 -L- (LTj PLANS PREPARED BY:
TO STA. 83 + 50 -L- (LTj
a S ' ei ce t pc ~ 1
FROM STA. 55+00 TO STA. 58+95 -L- (L~ Pipe or Ditch t( G I BS~N
FROM STA. 68+50 TO STA. 69+00 -L- (C~ Outlet ENGINEERS, PC
FROM STA. 76+79 TO STA. 79+00 -L- (R~ PO BOX 700
FROM STA. 87+00 TO STA. 92+50 -L- (Cn A A FUOUAY-VARINA, NC 27526 PHONE: [phone] FAX: [phone]
FROM STA. 16+60 TO STA. 17+50 -Y3- (L'~
FROM STA. 16+60 TO STA. 77+50 -Y3- (R'I)
DETAIL 4 DETAIL 8 ~ X DETAIL 10 ® Square Preformed
TOE PROTECTION FALSE SUMP g ~ SPECIAL LATERAL 'V' DITC . 'V' DITCH Scour Hole (PSH) (4 in
F~ 2~OR (Not to Scale) ~ (Not to Scale) o o (Not to Scale) ale) Rlp Rap in ~asin not shown A B
< ~ Fill for clarity) ,~0~~0~ Slope Ssse t in n Ilat 6= 4 FT B= 4 FT
p~~jF `L~~~~~ Dope Outside Ditch Ado ,fie Slope ~,P Traffiic Flow ,f Z,p~ Natural gyp'( ~~4
D= 1 FT D= 2 FT
Fllter ~p~ 2~:1 I Ground p
d= 2 Ft. Fabric d Min. 0= I GI Min. D= 1.5 Ft. W= 4 FT W= 4 FT SEat
Filter Max. d= Max. d= 2.0 Ft. SECTION A-A
Type of Liner= Class 'B' Rip-Rap S etc. Fabric
FROM STA. 27+50 TO STA. 28+40 -L- (R~ 5 =Ditch Slope ~ Proposed Ditch
FROM STA. 28+35 TO STA. 28+50 -L- (L~ STA. 68+45 -L- (L~ Type ofi Uner= Class 'B' Rip-Rap dip°Rap ,c~~` PIPE (d = 15" OR 18")
FROM STA. 28+47 TO STA. 30+00 -L- (R'~ FROM STA. 48+00 TO STA. 48+80 S~OAF D=1' MIN. - 3' MAX.
FROM STA. 60+30 TO STA. 61+50 -L- (RT) FROM STA. 67+60 TO STA. 69+00 fA. 48 + 84 -L- (RTj PSRM
tA. 69 + 00 -L- (RTj INFLOW NATURAL
= GROUND
LINER: CLASS B RIPRAP I-~ B~ y
DETAIL 71 ;H WITH TYPE 2 FILTER FABRIC MIN. 1' TUCK o
DETAIL 13 DETAIL 14 t r~iotTt ~ s a a~ gale)
PIPE OUTLET CHANNEL SPECIAL LATERAL 'V' DITCH Front
Not to Scale) f Not to Scale) Natural ~ 0.\~~~0t ~ Ditch Q\4,~~8'~ Slope USE DIMENSIONS "A„
Na,r,i Nm,,r,i Fill Ground 2y F~~ crouna B ~0~ Natural p•.\O,~~CO Slope D ~ STA. 60 + 25 -L- (RTj c
USE DIMENSIONS "B'°
~a' u d~ d_ ~.p. Ground p Mfn. D= I. d Min. D= 1.5 Ft. STA. 36 + 50 -L- (LTj °a
STA. 37+86 -L- (LTj
Min. D= 2.0 ft. FROM STA. 22+70 TO STA. 24+0 STA. 24 + 00 -L- (RTj STA. 58 + 95 -L- (LTj
cxaxi am Max. d= I.0 Ft. FROM STA. 24+50 TO STA. 27+5
Length= Ft. STA. 2 7 + 50 -L- (LTj STA. 67 + 60 -L- (RT) ~ o
D= IFt. Type of Liner= PSRM FROM STA. 38+50 TO STA. 41+0 STA. 41 + 00 -L- (LTj STA. 76 + 78 -L- (RTj c ~
Est: 28 Tons ofi Class 'B' Rip-Rap FROM STA. 63+50 TO STA. 64+0 STA. 64 + 00 -L- (RTj STA. 87 + 65 -L- (RTj ~ o
STA. 64 + 50 -L- (LTj Q
FROM STA. 67+05 TO STA. 67+54 -L- (L~ FROM STA. 64+00 TO STA. 64+5 STA. 48+80 -L- (Rn pROM STA. 76+00 TO STA. 80+50 -L- (L~ FROM STA. 65+00 TO STA. 66+2 STA. 66 + 25 -L- (LT) 4 a o
STA. 66 + 00 -L- (RTj z ~ Z
a FROM STA. 83+50 TO STA. 87+00 -L- (LT) FROM STA. 65+15 TO STA. 66+0 o DETAIL 78
4 W
BIO-RETENTION TERRACE CLASS II RIP RAP -LEVEE @ TOP TOP ITEM PERCENT BY WEIGHT MATERIAL y,
~ o ~ j B CLASS II RIP RAP EXISTING GROU 0 B' SAND 85-88~ CONSTRUCTION SAND oc
IG GROUND FINES 8-12go SILT AND CLAY p O
~ SOD S E AFTER ORGANIC MATTER 3-5% PEAT MOSS ~ W SOD SURFAC ~ ~
~I A 1 FINAL ~ FINAL GRADING BACKFILL TO MEET
EXISTING GRADE BIORETENTION SOIL MIXTURE (BSM): SHALL BE PLACED AND GRADED USING LOW. G ti
o ~ CLA55 II RIPRAP GROUND-CONTACT PRESSURE EQUIPMENT OR BY EXCAVATORS ANDrtDR BACKHOES ~ Z W/610-RETENTION OPERATING ON-THE GROUND ADJACENT TO THE BIORETENTION FACILITY. NO HEAVY ~
FLOW TOP ELEV 5'-0" SOIL MEDIA EQUIPMENT SHALL BE USED WITHIN THE PERIMETER OF THE BIORETENTION FACILITY 4
W E CKF O - 2 AS BIO- ENTIO BEFORE, DURING, OR AFTER THE PLACEMENT OF THE BSM. THE BSM SHALL BE PLACED IN
i ~ 78' SOIL E A FLOW q„ LEV ~ - ~ - F F- - • ~ ...E..- _ HORIZONTAL LAYERS NOT TO EXCEED 12 INCHES FOR- THE ENTIRE AREA OF THE ' A' BIORETENTION FACILITY. THE BSM SHAH BE COMPACTED BY SATURATING THE ENTIRE
( LEVEL 1i11 AREA OF THE BIORETENTION FACILITY AFTER EACH LIFT OF BSM IS PLACED UNTIL WATER i___- _ 1- I_ O FLOWS FROM THE RIP RAP DAM. WATER FOR SATURATION SHALL BE APPLIED BY W
Q 11=11= 1=_=
a -III °IJ.=ill=1 II =1 I I 1_ I ~ I - I ~ I . I ~ I I (I - I . I ~ SPRAYING OR SPRINKLING. AN APPROPRIATE SEDIMENT CONTROL DEVICE SHALL BE USED y _ _ TO TREAT ANY SEDIMENT-LADEN WATER DISCHARGED FROM THE RIP RAP DAM. IF THE
=~1 I =~i I =~I I =~I I =~I I CLASS B BSM BECOMES CONTAMINATED DURING THE CONSTRUCTION OF THE FACILITY, THE
FLOW CLASS B STONE 3'-0" II=III=ICI=III=III= g ~ f-- - E-- DISSIPATER STONE CONTAMINATED MATERIAL SHALL BE REMOVED AND REPLACED WITH. UNCONTAMINATED D
MATERIAL AT NO ADDITIONAL COST TO THE ADMINISTRATION. FINAL GRADING OF THE BSM ui
EXISTING GROUND SHALL BE PERFORMED AFTER A 24-HOUR SErnING PERIOD. FINAL ELEVATIONS SHALL BE WITHIN 2 INCHES OF ELEVATIONS SHOWN ON THE CONTRACT PLANS.
~e THE BIORETENTION SOIL MIXTURE (BSM) SHALL BE A UNIFORM MIX, FREE OF KNA PROJECT+:
NON-WOVEN GEOTEXTILE STONES, STUMPS, ROOTS OR OTHER SIMILAR OBJECTS LARGER THAN TWO INCHES 011612001
B' EXCLUDING MULCH. NO OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED DATE: 1.23•Z®O9
NON-WOVEN GEOTEXTILE WITHIN THE BIORETENTION AREA THAT MAY BE HARMFUL TO PLANT GROWTH, OR PROVE A
HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS.
CLASS II RIP RA BIO-RETENTION TERRACE CELL S II RIP RAP AFTER THE BIORETENTION SOIL MIXTURE FINAL GRADING, THE ENTIRE EXPOSED TOP FINA! PLANS
SURFACE SHALL BE SODDED USING A HYBRID BERMUDA GRASS AND CENTIPEDE MIXTURE.
CELL - SECTIONS NO SUBSTITUTE IS ACCEPTABLE.
No SCALE FROM srA. ba+oo ro STA. 65+15 -L- (RT) BOO-RETENTION TERRACE CELL - •
FROM STA. 64+50 TO STA. 65+00 -L- (L~ NO SCALE
v

PLANS PREPARED BY:
DET I
OUTLET CHANNEL
c Not to Scale) Kimley-Horn and Associates, Lnc
PO BOX 33068
EX 1ST RALEIGH, NC 27636-3068 PHONE: [phone]
GROUND FILL EXIST 02007677-2050
' lL 9 DET 177 D 2 @ IO' X 6' RCBC CHANNEL r
CONCRETE LEVEL SPREADER DETAIL 4
OUTLET DISSIPATION P
(Not to Scale) (Not to Sca e ~
L0' --1-
' PLAN VIEtl~ FILTER FABRIC 1 ~ 1.0' JI ` 1~'
FOREBAY ~ PIPE OUTF L
' I2' RCP PIPE SEE DETAIL THIS ~ FLOW-~-- 2 ~
' W ~ SHEET , ~ PLACE RIPRAP 0 CLASS i RIP RAP
HEIGHT OF PIPE OUTFALL UTFALL TO TOP OF CHANNEL. 21,0' sea[
a, PLANS PREPARED BY:
' I I , W m CLASS I RIPRAP
' ( I ~ Y NATURAL GROUND LINE ' ~ ~ 6 Base Tapers From Type of Liner:
oW I I w ~ a ' z~ I I A ~ W 10' To 4' At Stream Outlet CLASS I Rip-Rap on Channel Banks Only Gigs®~
V- ~ ~ ~ ' ~ ~ ~ F- ENGINEERS, PC
a PROFILE W I I m ~
~ m STA: 59 + 80 -L- (LT) ~uouaY-va~1NA, NC 27526 PHONE:f919)552-2253
' NATURAL GROUND CLASS I RIPRAP m ~ ~m PAX: (919! 552-2259
r r ; ,~1 11 ~
. ~~f~~~~~~ ~~f~~~~f~f DETAIL 7
~1 N ~ ~ o
~l o 1 ~ ~ psE vN° OUTLET CHANNEL
~r~ ~ s e ~o ~f~ E ~ ' TI -AA CONCRETE PAVED DITCH LEVEL SPREADER vptt~ 1. SE~ ~ vRp. ~N ~ ~ Not t0 $Cale)
1.0 Np'~ DIMENSION 1. B
, PERMANENT SOIL 8=13' :
REINFORCEMENT MAT
' 1 TYPICAL SECTION NATURAL (PSRM DIMENSION 2 ~N z EXIST GROUND
GROUND , B=18 I 10.0' _ ~
' ' ~i IN ` r ,
, IM USE DIMENSION 1 NOTES. r, ~ r-- -~'}'~~T~j~ sea[
, • .v w• 1. LEVEL SPREADER SHALL FOLLOW EX1STlNG CONTOURS STA. 22 + 70 -L- (LT) ~
' 2 LEVEL SPREADER SHOULD NOT BE CONSTRUCTED IN A CONC DITCH 2'MIN 1.0' , ~ 1 l 1 4.0
.o/ USE DIMENSION 2 ' FILL LOCATION. NCDOT STD 850
' SHALL BE CONSTRUCTED AT STA. 75 + 20 -L- (L~ 3. TOP EDGE OF DITCH 1.0' ~ 2
EXISTING GROUND ELEVATION. CLASS i RIP RAP 2
+ -L- (LT)
STA 67 65 TO TOP OF CHANNEL FILTER FABRIC
10.0'

Base Tapers From Type of Liner: Z
10' To 5' At Stream Outlet CLASS 'I' Rip-Rap on g
Channel Banks Only W
o~
STA. 67 + 00 -L- (LT}
IL ' E A 0
T /L ~ DETi41L 15
' RIP RAP FOREBAY 0
t Not to scale) "V" GRASSED SWALE INLET CHANNEL Z
w/ROCK CHECK DAM ~ Not to Scale) a
A (Not to Scale) a /,/y J
° OF FREEBOARD WATER QUALITY ,
ROCK CHECK NATURAL GROUND LINE LINE EXIST _ > _ Q ~a
A
C A FLOW---~-- 10 YR. STORM EFFECT ELEVATION N GROUND 2 @ 10' X 6' RCBC / r.- - --~~j~~~~~
i W 4 'a O
, 12" RCP B p BASE OF SWALE
C CLASS B RIPRAP f ~T~ f 2 ~ LL
' , Oi , ~i 1 OF N0.57 STONE
y C; p ~ ~ 2.5' SILL
2 ~
~ PROFILE 21.0' ~
' PLAN
, ~ 10-YR. CLASS B RIPRAP Base Tapers From ~ a
b OF FREEBOARD ' C G STORM EVENT ~ E F 4' To 10' At Stream Inlet ~ z
C NATURAL GROUND , , .M
i nti i ~ DER
' 12" RCP ~ ~p STA. 59 + 00 -L- (RT) ~ a
3;~ 0 0
4 0 0 1.0` ~ ~ 3' ~ o
o A ~ TYPICAL SECTION DETAIL 76
W o
, Z 4 OF #57 STONE NOTES: ' CLASS `B' RIP RAP ON FILTER FABRIC INLET CHANNEL
1. DO NOT USE INSIDE CLEAR RECOVERY AREA. O 1.5 THICK 2. NOT PRACTICAL TO USE ON SLOPES > 5%. f Not to Scale) W
O 3. FOR PERMANENT STRUCTURES IN GRASS SWALE. 4. CHECK DAMS SHOULD BE SPACED SUCH THAT
' THE BASE OF THE UPSTREAM CHECK IS AT THE O SAME ELEVATION AS THE TOP OF THE EXIST GROUND
' N SECTION A-A DOWNSTREAM CHECK.
10.0' o
' PIPE SIZE A B C D E F G WT. RIP .RAP IN TONS WT. #57 STONE IN TONS 2 + bo -L- L 3 STA. 21 + 75 TO STA. 2 ( ~
0.5 FROM ~ 12' 6 5 I I I 3 2 L0 ' FROM STA. b5 + 00 TO STA. bb + 25 -L- (Ll~
g ~i ~ 1
' '1 FROM STA. 65 + 15 TO STA. bb + 00 -L- ART) 1 4•~ KHA PROJECT":
_ FROM STA. 74 + 50 TO STA. 75 + 74 -L- (R ' S STA 67+65 -L (LT) 2 011611001
FROM STA. 75 + 45 TO STA. 76 + 00 -L- (LT) 2 / DATE:
, 1.13.2009
10.0' F?NAL PLANS
Base Tapers From
5' To 10' At Stream Inlet
O o
N
N N STA. 66 + 80 -L- (RTC

PLANS PREPARED BYr
-BL-102
' STRUCTURE NO.! STRUCTURE N0.3 -L- STA I6t30 (LT1 -L- STA 17100 (RT1 -L-STA 20+44.64 OFF 4.09' LT N JuWETLAND NAL
' 1NV OUT = 43531 1NV OUT = .433.66 BROOKFIELD PROPERTIES. LLC S. LAC ELEIl=425.03'
TOP ELEV =.43831 DB 8127 PG 355 TYPE = CB 84©A2 STRUCTURE Ab 4 z (DIRECTLY ABUTS KII11Ie -Horn
GRATE: 840A3 TYPE G -L- STA 22173 (LT1 ro IAN OUT = 4/4.&J w i -L- PCC Sto.20f33.50 A RELATIVELY y PERMANENT WATER) arld ASSOCIat2S, (r1C
STRUCTURE N0.2 b
-L- STA 16t6O (RTl STRUCTURE N0 5 w N ' -L- STA 22170 fRT/ ! ! OUTLET DISSIPATION PA Po eox 33ose RALEIGH, ~ 2T636-3068 ~ ~ ! ~ , ~ CLASS 'i' RIP RAP Peor~ (s~~ s~~-2000
1NV IN = 434A9 1NV 1N =4/5,60 ~ 1 INV OUT = 434A9 -BL- 101 ' i ! ~ ~ EST 12 TONS FAX: (919) sii-zo5o
' TOP ELEV = 43739 ! ! ~ ~ ~ ~ EST 25 SY FF ~ ©2007
TYPE = cB 840A2 -L-STA 16+99.25 OFF 1.04' LT ` ~ ' GRATE.• 840A3 TYPE f -GPS 1- , ( i ~ ! ! ~ I \ SEE DETAIL 17
ELEIl=436.11 , ~ ~ -L-STA 14+71.61 OFF 26.27 LT ! ~ ~ I \ SHEET 2-F ~1L I \1~~uuuuu~~~~
\ \ \ ELEI/=442.80 ~ ~ ! ~ ~ ~ i \ 84 36 RCP ! ~ ~aRt7~~''%
END C&G , ~ ~ ` ~ ~ ~ ~ ~ ! ~ I~1$$TALL TOE ~ ~ ;`~~~~p~ESSIp° ~q'%
p' v BEGIN C&G \ ~ 1 ~ \ ~ \ ~ \ , ~ ~ ~ PRbTECT~ON ~ ~ QQ SEAL ~ ti ~SEE`~ETAIL \3 \ ~ ~ \ ~ ! SHEET` ~-E ~ ~ ,o ~ ~ X29876
SEE DETAIL W3 SHEET ZD _ ~ ~ FOR CURB FLAIR ~ ~ ,
LT & RT ~ +55.91 ~ ~ ~ ~ r~,,~. , e ~ +3350~y TALL'~ROCI~ ~ o \ \ ~ a ~r'•
EG/N PROJECT sAWCCrr AND TlE ~ ~ ~ ~ ti INSTALL \ ~ 5o b ~ TO EXISTING CUR 16' DRNEWAY - ~ ~ z, ~ \ ~ ~ ~ 50 CHECK DA~ ~ I I ti -,,~q~~NGiN~:~:~~`?,~
' EG/ coNSrRUCr/N RADIUS TYPE ~ ~ ' L=- =i ~ ~ ~ R G ADE T0~ ,.SEE DETAIL 19!! ` ~ ~ ///'~~~~I I n~`'~~~~\\
STD.898A2 ~ ~ 4. ~ ~ ~ PAVEMENT MARKINGS ~ ~ p X30' ~ [ . x~~ ~ --y,.~ ~ ~ ° ASH ET F 1 ! ~ [ ~ .ti. ~ ! ~ F~~ , C~ ° ~ ~ ~ ~ ! ! 1 ! I € SEAL
RETAtN °v t f . +36.73 ~ . ~ N `F ~ ~ _ ~ ~ ~ _ ~ ~z ~ ~ 1 ~ ~ ~ ! ! 1 ~ PLANS PREPARED BY:
, 4 ' L STA 73+63.00 ~ ! ~x SIDEWALK ~ EXIST ~ GAG., ~ 4 _ ~ 1 ~ ~ I
Z d ~ ~ ~ ~ ~ 0 ' ~ ~ 50 ~ X50
' ~ ~ ~ ~ _ ~ o 0 1 ~ o ~ ~ ° ~ ~ _ ~ v 1~ 5' ~ ~oo . i ~ ~ ~ - / l / ~ r~ ~ 55' ~ I BS~N
+34.5 - -5` %t ~ EXIST°, ~ i ~ n~" k; _ ~ 1 ~
' N XISTING 1 a , RETAI E ~ - CBI, ° ~ i -L=`~~tE .lt~~ ~ - r~~e t a sj ~ 1 ~ ~ i ENGINEERS, Pc
' f 44 ro o ~Q POT Sto. 9 93. ~ ~ ~ \ f ~ ~ J r I I ~ ~ PO BOX 700 i ~ f ~ ! ~ FUOUAY-VARINA, NC 27526
f PT Sto.12 01.52 ~ ~ ~ . o ro ~ ` ~ tr + W PNON& (9I9> 552-2253 t ~ ~ ~ f r~ ! 1 Elpt ~ I a 4 ~ FAX, (9191552-2254
Q ~ PC Sta ll 02.87
~ ; l ~ 3""~ ~ G \ v+55.91 4 d \ 1. ~ ~ ~ ~ i ~,y-?,8.- ~ ~ SPECIAL ~ATERAL ~ ~ ~ ~ ~ ~ q a~
~r ~ «t - ..q r* n fib'.- }S m.~'"" f f y'~ ! n ~ ~ ~ 1 ` ~ V'+~.
_ ~ ~ ~ ~ ~ ; ~ r \ a 55.91 , +27.85 \ '`e , ~ ~ ~ ;°3 / ~ ...-ate 9 Tom"" \ O, '~5 ,,M -55.91 V DITCH ~ F` ~ i ~ _ _ ~ - ~ 5,'~.. \ SEEbETAIL I~. ~ B MED1A1 ~i ~ - ~ . \ \ ~ ( ! _ ~ ~ V
~ ~ ~ ~ , EXIST \ \ ~ ~ ~ ~~IEET ~-E BEGI ~~~,~C&G +~~:50 ~ ` ~ W~ ~ Q
~ . ~ ~~-STA 2~fii5~... 50` ~ \ ~ ~ ~ ~ ~ ~
~ N PGSto. l ~ ~ +27.83 o u~~ ~ ~ PGSto. l?~55.~1~, ~ ~ ~ ~ +x:50 ~ \ ~ ~ ~ \ ~ /~Q
n - , ~ ~ EXIST ~ \ \ m ~ ~ ~ 55`x' ~ ~ ~ ~ V `V
- - ~~A ~ w w OUTLET PROTECTION - ~ a-~°°' ~ ; ~a~ ~ CIASS B RIP RAP PROTECTION ~ ~ ~ 5~ ~ ~ ~ _ ~ ~ ~ / RIP. RAP ~
~ , fi~ ~1,°' - ~ EST 2 TONS ~ y , t pit T 7 SY FF FF
_ ~ ~ RETAIN EXISTING CB ES W SPECIAL LATER~1.-~'1O~T,CH ~ m_ ~ ~ ~ , SEAL
r ~ ~ ~ RETAIN EXISTING 44 15 RCP , ~,1 _ ~ U~ SIDEWALK . WITH CLASS 'B' RIP `RAP ~
_ \ TART. HORACE J. & BRENDA SUE EST 70 TONS ~ ~ ~
~ ! ~ w~~°" ~ = ' r 52'-!5' RCP DB 8535 PG 855 EST 160 SYFF ~ ~
SIB X999 PG ~26T SEE DETAIL I SHEET 2-E ~ ~ ro
g-~ u ~ RETAIN EXISTING DI 1. RETAIN EXISTING CB ~ ~ ~ 1 _L_
, . .
L S 0 0 N P1 Sto N+52.19 P1 Sto 18¢96.48 PI Sta 22+87.58
,ILL G ~ oR K -r EGl1~ ~ = 0' 33' 55' lLTI p = 22'14' 37T' fRT1 ~ = 30° 33' 39x8' fRT1
BEGIN R _ Y D = 0' 34' 23' D = 8° 00' 48.2` D =6'09' 39A'
~ L =9865' L = 277,58' L = 496.05'
L ~Il SHEET 2D DE ~ SEE ' ~ i a T = 49.33' T = 140.56' T = 254A8'
; ' R = 10,000.00' R = 7/5.00' R = 930,00' o
SE = 04
L TA 16+00.0 S a
END 1 LUNG FOR
END ®VERLAY ° ® Nos EIP
NOTE: SEE EROSION CONTROL PLAN FOR SKIMMER BASIN N 83'55'38. E ?S q90/• ~ o
/N G DE ' AND SEDIMENT TRAP DESIGNS & UMITS OF CONSTRUCTION X4.55'
i i is i~ E ~ ~i ~ ~ . i ~ i ~ ~ € i ~ i d i i ~
~ I it i i _ _
j i! I i i I 1-" ~ ~ i ~ a ITS i
~ I 1 ~ I I - I I t l i I j I I _ IT r ~ Q
- - ~ I I _ _i _ I f ~ ~ ~
- - ~ - - - ~ ~ a ~ - _ 'T ~ PIPE HYDRAULIC DATA c ~
~ - . - ~ ~ , ~ - ~ - BL !Ol _ BL I02 ~ ~ " ~~'~P
- _ L STA 16 9925 f1.04 LTI ~ W Z -L- STA 20f44.64 (4.09' LT) Q ~ ~
DRAINAGE AREA 12 AC 4
I I I ~ ~ , ELEV. - 436J1 -r- ~ ; ELEV. = 425.03' ~ DESIGN FREQUENCY 50 YRS o Q o
- ' c - I I ~ -I - ~ _ ; ~ ~ ~ - . ~ _ ti _ _ ~ ~ ~-.z __R_~.I I w ~ ~ - , m _~r- _ -u~ - ~ ~ 'rsi ,~,w~$ q DESIGN DISCHARGE 29 CFS Q ~ I r~ DESIGN IIVV ELEVATION 41821 FT Z LL
i i r, ~ i~ ~ I[ i I ~ ~ ~ I i I~ I I I I ~ ~ 100 YEAR DISCHARGE 33 CFS 4
, ~n _ 1 - I y ~ IOO YEAR HW ELEVATION 4142 FT
' _ ~ 4 ' I I OVERTOPPING FREIX/ENCY - YRS
~ ( 1 _ I , i E ~ I . I ~ . ~ : - OVERTOPPING DISCHARGE - CFS - ~
- - 1 ; ! _ da ! I 1 ~ I i ~ ~ ~ i ~l I I , i I I ~ , i i" _ I I I ~ I I ~ OVERTOPPING ELEVATION - FT -
- ~ ~ I 6T ~ Q ~ ~ ~ ~ 1 I - ~i ~ ~ I I I ~ ~
i ~ a I I ~ ~ 1 ~ ~ J ~ I ~ ~ ~ Q i 4 0
n'" 3 ~ ~ ~ _ i ~ ~ 1
~ ~i 0 I - - ~ l ~ ~ i T q ~ T , ~ ~t,_t'_.I i a 1 ~ ~ i w- ~ W
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N -L- STA 14+7!6112627 LTl N ~ - ~ i ~ W
Co ~ - ELEV. - 442.80' - - N - tL~1 _ I ~ I ~ r 1 - ~ I O
o ~ .~_d. 424 ~ ~ ~ j ~ I '-f- - ~ _ - - - - ~ L. ~ ~ I I ~ I _ _IT- -P~ I I I 4
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~ ~ i ~I i 1 ! _ I I ' _ ~ ~ T ~ ~I-. i - ~ • I i i I - KHA PROJECT":
o., _ M i i i I ~ i._ _ ~ ~ .~m~ "9 I I~ I I I ~ ~I ~ ~ _ 011612001 ~
~ ( I _ I ~ J I { r 1 1 k_. _ ~ DATE: 1.13.1®09
i ~ I I C.. I 1 1 , I i - 1 ~ ~ „ I ° °4
~9~ I Ii ' I ~ I ~ n m 3~ I ~ I ~ I ~~I
I ~ s I i ° ' I - i ~ - I _ . FINAL PLANS
~ - - I ~ I i ~ ti ~ ~I ~
,i ~ I I ~ I , O - I-' ~ i 9 ~ - a~ i
, 1-~ N e I ~ ~ , ~ ~
18 16 17 4 18 19 20 21 22 23
14 15 ~ 12 13 10 11

PLANS PREPARED BY:
STRUCTURE NO.II STRUCTURE NO 21
013 STRUCTURE N0.14 STRUCTUR STRUCTURE N0.8 STRUCTURE - - - ILTI -L° STA 28+45 lRT1 STA 311 STA 31(28 IRTI -L- STA 35+93 QTI _L _
STRUCTURE NR6 -L- STA 23+62 lRT1 STA D IN = 417.35 IMl ~ - ~ JURISDICTIONAL _ iNV -L- STA 23+2.3 !LT! INV OUT -418.32 !NV 1N = 41783 - - 83 TOP ELEV = 1M/ a!r = 42aJ9 1NV all' =404,51 TOP ELEV = 423J9 TOP ELEV = 4a3A2 Pr Sf0 29 f~.JT
WETLAND tc~ /NV OUT - 41872 INV OUT 417 TYPE = CB TOP EL2V = 420 STRUCTURE N0.15 GRATE: 8401
' ~ TLY ABUTS n/ TOP ELEV = 422.32 (DIREC _ A2 STRUCTURE N011 TYPE = 2G/ D 840J9 p TYPE - CB 840 fRT1 ~ -L- STA 28+56 /LT) GRA E: 840A~TYPE G RATE: 840J86 ~4 Q = 22' x2' S9J` tLTJ Kimley-Horn D = 6°09c' 39.0" ~ and Associates, Inc
A RELATIVELY GRATE:840A3 TYPE E 4 -L- STA 26.5 GRATE: 84029 INV OUT - 41474 -BL 10 INy ~ = 42079
PERMANENT WATER) _ TOP ELEV -42379 STRUCTURE -L-STA 26+62.63 _ STRUCTURE N0.18 STRUCTURE Na22 _ 36®Ar~ PO BOX 33068 STA 31(50 lLT! -t- STA 35+93 lLT) T ~ ~f,~~~ RALEIGH, NC 27636-3068
TYPE - CB 840A2 STRUCTURE NO.12 STRUCTURE NR/6 t- STA 31' STRUCTURE Nal OFF 8.39 LT , GRATE: 840A3 TYPE F STA 27+50 lRT! -L- STA 28+25 fLT1 !NV OUT = 1NV ~ - 4039 / V PNONE:19191677-2000 1NV R _ FAX: [phone]
-L- STA 23f65 (LT1 - , =41852 ELEV-427.23 INV IN =418,50 INV OUT = 4AA0 INV IN
=4/852 INV OUT -418x0 POINT INV ~ ~ 7 TOP ELEV - 424.45 °BL-10~ $E = ®4 ©2007 -BL-106 OUTLET PROTECTION
Low = 4o PC Sta. 27 17,9 +23 -L- E~V ~ TYPE = CB 840A2 STA. 23 TYPE - C8 84OA2 UMP -L- STA CLASS 'B' RIP RAP \\~~~~>»1CaR (r~~~i~ -L-STA 30+70.63 OFF 21.31' LT EST 2 TONS D~j~%,,
~ G FALSE S GRATE: 840A3 TYPE F ~ GRATE:840A3 TYPE SEE DETAIL 2 ELEV=~ ELEV=423.83 EST 7 SY FF ~~~®~OE~Ui~.9~~
.M r °
~ r r ;Bt-~03~ ~ _ _ ~ SHEET 2-E +35 _ _ _ ~ - E 2to ~ . -BL-107 ~-~SPEC~A`ATERAC"- ~ ~ SEAL _
f r - - - +08.35 ~ ° ~Q~b-~°" +t5 ROTECTIO , ~ , ,L STA 24" ~ ~ _ _ _ ~ 2to' OUTLET P
~'40';s15 RCPT O,~,F`19.40'-tT`" CLASS 'B` RIP RAP ~ ` ~ _ ~ _ EST 3 TONS m -L-STA 33+91.414.7-0' RT ~ ~ ~~~~IT~-~' ~ ~ ~ 029816 SEE DETAIL I~ ~ '
_ , r r ~L 421,94, +oo ~ r r ~'p , - ~ ~W ~ ~ES'1; II S1~ ~ ELEV=415.5A'~ ~ ~ ~ MEET 2-E ~ 85 ~ '-,gl~~'G)N~;~~`''~`'•~ BUD PARKWAY VILLAGE. LLC \ ° 90' j'~~ S
\ \ ` ~ -BL-105 fiE 55 r r ! ~ - +29.55 ~ _ ~ • \ \ I S~'ALL TOE', ~"Tii@..12560 Pc 61T +00 J~ ~~~~'~n11ui1~~~`~~\
r r - _ ~ 'o \ v ~ ~ ~ ~ e 28+99.56 r`~ _ ~ ~ ~ I P 0`TECTION ~ -L- STA - A ~ ~ ~ ,r ~ ~ 90' ~ ~ ~ SEAL
5^ r , .~80 , _ _ _+.50_ _ ~ ~ ~ ~ I S~E 10ETAIL~ 4 01FF 26.47 LT o' r ~ 60 [ ~ HEET- ~-E ~ ~ ~ BEGIN CONCR E ~ ~ ~ , ~ ~ I
- , 56 \ . S ~ r .ELEV-4117.44 PT $f d' ~ R - ~ CIAL CUT DIT~h i 70~ r ~ ~ 7 r PT Sto: 3~0~78.58 ~ ~ N01~OUTHIC ISL~WD ~ ~ ~ -L- STA 32+4T,~.39 ~ ~ ~ ~ l { ~2 PLANS PREPARED BY:
p / 1 ~ S'"'OET~QIL II Tio I Ol1~TL T PROy , ~ ,r 48'-15' RCP ~ ~ ~ [ 1 I
O / / F ` ~ ~ 1 ~ ' ' ,RIP AP HIGH JOINT -r , / r ,,r°`' C SHEET 2-~ ~ 1 1 ~ ~ ' CI~AS B ~ f _ O / i r' r h --a._ - ~ " ~ 1 00'-1 ~ ~ ST rTONS / ~ ST,A. 29+ -L `1DUTLET PR~T.~CTION +~to I ~ ~ Ct1 r ~ BS~~ R .r--
U,J b F.._ ~ +7.97 E 1 t8 CP , S~ II ~Y FF ~ ~ i ~ ~ CLA~SS<'B' RIP RAC rn ~ V ~ ~~EST 2 TONS ~ ~ ~ ~ ~ ~ ` ~ -0 36~-15' CP -p ~ D ENG[NEERS, PC
Z o,~' ~ t ~ ~ r r a ~~y PO BOX 700
J r 3 E ~ , ~ ° ' 1 ~ 1 ~ 1 ~ i ~ Z O/ 1 ~ ~ ~ ~ ~ ~ ~ 1 , , ' +78.58 ~ ~ ~ ~ ".7V ~ ~ ""ice ~ } n, D FUOUAY-MARINA, NC 27526 t L = PHONE: [phone]
1 f / r / ~ V Q i ~ - _ ~ - , I ~ - E ~ +h5 l ~ 1 ~ r moo` ~ ~ ~ ~ W C FAX: [phone]
` ~ ~ ~ ~ r, N ~ ~ "icy` ~ 651 ~ _ _ ~ ~ k 21 ~ O
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W r ~ ~ S ~ ~b o N ,N o
~ / r C~ ~ ~ t 3 1 r , - t• ~ - ! r N. 0 N ~ _ 1 '`v..l-1 I i f ' r C'
1--- ~ .1 r r o N
~ S / - ~ ~ ~ i ~ / ~ O N O N / / N I~ ~ ~ ~ O ~ ~ RIB y ~ ~Ff,'~ S 9`3'04,
r - g ~ i E~10 ~ 33 f72~ Z ~ ~ ~ ag'p4''S~
~ R \ ` o , O O 17 ~ ~ ~ ~ ~ s- 5rA .y i~ ~ ~
~ ~ ~ O " +29.55 ~ 84`-I RCP ~ gpER ~ ~ y ` ~ u~',~~BEGIN ,gq6 y S 89, j4~a5' F. _
~0 50 44 15 CP ~ ~ ~
~ /q ,r ° ~ ~ ~ ~ r , _ ~ ~9~p4 1 INSTALL T'OE ~
, SPECIAL CLOT ~D1T~H E ~ ~ t4 ~ r ~ r ~ 0~ SEE DE t ~ _ ~`N°~ ~ ag oa~a5 ~ ~ ~ ~8.4~' ~ ~ ~ ~ PROT~CTIbN ~ - _ ~ ~ SEAL
' SHEET 2-E +17.97 E ~ 1.33 t ~ 1 ~ 4~ ~ ~ S~E gETAII 3 EMOVE AN
w. ~ N 65' 50 1 1 5 ~ ~E t 5 40 -15 RCP ~ ~ ~ l ~ ~ f ,r ~ '+td ~a5' E s; ~yo4 a~ E ~ SHEET 2-E~. 92.73'. i ~ ~ 1 ~ I~ i~SV ED ~ LATERAL ESEr EXISTING
~ ST LL TOE 1 , +5 r \ \ ~ / '50'r - ~ 5 89 04 1 RO ECT'ION j i 0 X55 ~ 82,93 i ` ENCE ON NEW
PROTECTION ro ~ r BERM .a9~o4 a5 E OUTLET ~ SEE DETAIL 4 ~ t ~ , ,+24.3`0 s ~ ~ ~ 1 ~ 1 SEE DE IL I /W UNE I I X881 N ! N o. ~ ~ SHEET ; E ~ O
CLASS B RIP RAP _ 1 I ,.r PT St0.25 29.55 2..E a _ r 2 TONS _ ~l SHEET, 4 l 96 -'Q4 .RCP -M' / - ~ i
EST r s-~9 oa ~ \ r 82,97' EST 7 SY FF ~ ~ p1 W o N IA ~ Iti1 0
5 89 +t8 C ~ O ~ O io O ~ ~9 d' ~ ~ i ~O N ~N ON
150.00 EXIST PL 85.09' INSTALL TOE d+ D ~ m O N
9ba-a5~ t: PROTECTION s e EGIN BERM ip ~ N
, ~oo,oo SEE DETAIL -L- STA 29+29A0 ~ • SHEET 2-E .p• 'ao Q? :9 H
•pq~45' E SEE TYPICAL a . +29.37 A ~ ~ N
s 8g ~ w SECTIONS & ~ , 201.61 w
P ~ CROSS SECTIONS - • 83.0 / W
0 ~~6~ E P~ o~ y p• 5 q, p o~ ~o Mh ' ~
' EIP " ° THE VILLAGE OF SIPPIHAw SUBDIVISON NOTE: SEE EROSION CONTROL I~B cool Pc 959 .PLAN FOR SKIMMER BASIN
' 2 ' Z ,r tool Pc 9eT AND SEDIMENT TRAP DESIGNS o
N / A• ~ c'~0 ~ D9 MB 199s Pc aa2
,,N s ®o`~d 'as & LIMITS OF CONSTRUCTION
N ~ Ssrq, ga s. ; > X36, 3g. t R/'M ~ ~A ~ N 3s, F Eli i IPii I~Ii ~ ~ 1
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I, - i I ~p_ ~ r i i I I i I - ~ PIPE HYDRAULIC DATA } Z ii I ~ ~1~~ ~ ~ a
~ ~ _ ~ l I~ h ~ ~ I ~ ~ I - - ( j ~ ~I ~ ~ ~ I, I ~ ~ , 14 96' - 24'RCP or a
i_ ~ I i i _I__ - _~m~-a--- ~ i i ~ _~--1 i I i I I , r , _ ~ u. ~
I - - ~ . ~ - ~ I ~ i_ _ ' _ , : i - - ~ ~ ~ I ~ ~ ` ' ~ ~ ' DRAINAGE AREA 5 - I
, "T i 50 YRS ' W Z~' ' - DESIGN fREOUENCY
BL !06 ~ I I ~ 8L 105 T BL 103 - - +99.56 126.47 LT) DESIGN DISCHARGE ?3 CFS 31' LT) ~ ~ DESIGN HW EtEVAT10N 419.32 FT ~ ~ a o
L 104 ~ - - +70.63 !21.31 LT) 8 ~ ~ L STA 30 T) L STA 28 ~ ,
- - 26+62.63 (8.39' L _ _ _ _ 5 119.40' LTJ ~ L STA . - 423.83 STA 24+08.3 _ ELEV - ELEV. 417 _ 100 YEAR DISCHARGE !5 CFS 4JO ~ Z ,T 3 LLc
' - ~ ELEV. - 42723 4 . - _ ELEV, - 42!.94 , a a.: .~.r . ~ , ~ ~ _ .~.,._w~,-. ~ 100 YEAR MN ELEVATION 41952 FT
n I - ; -,-~-r ~ I I , ' OVERTOPPING FREIXlENCr - YRS ._,_m OVERTOPPING DISCHARGE - CFS
- - OVERTOPPING ELEVATION - fT ~ ~ - - _ 44.0...
s ~ . I._ ~ _ Ii~ ~i
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' ~ I I I i ~ I i i ~ - I~ i i i~ 6 I i L STA 33
o i ~ ~-;~0-. I _ ~ I ' ~ -
V I ,iI I I i ELEV. = 415.50'
I ~ _ ~ , _ I ~ I _ _ ~ _ , ri-;--. a 1. a~ E i 1 ~ i ~ ~ ~ ~ ~ i- I 1 ~ i KHA PROJEC}''; ~ I
- I`I` I`I i ~ ~ ~ ~ i i ~ I ! 1 ~ ~ _ ~ ~ 011611001
I I I II 11 - ~ n m e O ~ ~ N., ~ I - i E-I- -f-~- I ~t I ' ~ ~ ' DATE:
y I - ~ I -r - _ ~ . 1.13.1009
~~I I I I c i 4T I~ I r ~ 4 ~ i I 9Q 1 u
~ -,I ~ I ' I I r o ~ _g ~ . ~ ~ ~ I ' FINAL PLANS
_i~, _ _R..x _ ~ I ' ~~I I 1 y
i. i I i , ' j ~ ~ _ ~ ' ~ I IT ~
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25 24 ~ 23

, PLANS PREPARED BY:
STRUCTURE N0.23 STRUCTURE N0.24 STRUCTURE N0.25 STRUCTURE N0.28 STRU N0. , END CONCRETE ` , STA 36f04 IRTJ -L- STA 37+57 (RTJ -L- STA 31+50 fRTJ STA 39105 lRTJ -L- STA 46+74 (LTJ -L - STRUCTURE NO 32 STRUCTURE N0.34
, MONOLITHIC /BLAND IAN IN =402.91 !NV OUT =402,00 INV IN tWJ = 90153 1AN OUT = 40lb8 /NV OUT = 395.33 Pl $tQ -L- STA 36+04.42 ~ _ P/ Sto 46 ¢27.76 t- STA 46+80 rcr~ sTa 48+80 rcr~ ~ INV IN = 39Ib5 INV IN rE) = 39!.32
RIM ELEV. 406A0 !NV IN ISJ = 40153 R!M ELEV =404.85 RIM ELEV = 39850 ~ _ TYPE = 0!84014 !NV OUT fNl =40153 TYPE. - Ol840l4 TYPE = 01840!4 _ ~ = IO' 36' ®2.9' (RTC d' ~ INV IN iw1= 392
, SPECIAL LATERAL GRATE:840J6 RIM ELEV = 9o3T0 GRATE:840J6 GRATE: 890!6 D 6 D = 6* ~ 39.0` STRUCTURE N0.35 INV oUT =39x.32 Klmle -Horn
'V' DITCH TYPE = 2G! D 840!9 L 17, , SEE DETAIL I GRATEa84029 L _ 172A7' -L- STA 48180 rRT1 RIM EtEV = 395,09 Y
-BL-108 STRUCTURE N0.29 STRUCTURE N0.3t T = 8 , SHEET 2-E T = 86.28' I"" - 3so~5 rrPE = a~0~ and Associates Inc GRATES 84016 PO BOX 33068 )
, -L- STA 39+05 ILTI _ c- srA 41f64 ctrl R = g , T1E EOUAUTY. -L-STA 37+78.37 OFF 10.67 RT STRUCTURE Na21 INV arl' -40123 ?NV IN = 393m R C .73o/iVl! RALEIGH, NC 27636-3068
' ELEV=403.80' C- STA 37+86 (LTJ tNV OUT = 393.60 SE _ -L- POT Sto. 36¢41.38 = SE ~ 04 PHONE: f919) 677-2000 PAX: f919) 677-2050
rNV our = 40Q69 UT DITCH RIM ELEV = 391A8 SPECIAL LATERAL ©2007
T t I f I SPECIAL C TYPE = 01840!4 , Y2 PO S 0. 2 2.65 F RME SCOUR H PRE 0 D OlE SEE DETAIL II GRATE: 890!6 'V' DITCH
OUTLET PROTECTION SHEET 2-E PREFORMED SCOUR HOLE CLASS 'B' RIP RAP SEE DETAIL I ~~~ffi,llif~~ SHEET 2-E CAR~~~''~~/,
' OUTLET PROTECTION EST 5 TONS -BL° 109
, CLASS B RIP RAP EST 8 SY FF ' EST 5 TONS PC Sto. 48f53.55 ~~o~oF~oy~q'~-,
EST 25 SY PSRM -L- STA 40+36.51®FF 11.02' RT EST 8 SY FF SEE DETAIL 5 - ' , ELEV-406.41
, EST 25 SY PSRM -BL-110 SHEET 2-E OUTLET PROTECTION -BL-110 SPECIAL LATERAL - SEAL 'V' DITCH 029816 ` 1
SEE DETAIL 5 , , CLASS B RIP RAP -L- STA SHEET 2-E ; ~ - 1 -L-STA 45+2$.20 OFF 18.70 RT SEE DETAIL I ~
JURISDICTIONAL EST 2 TONS ELEV=; ELEV=399.93' SHEET 2-E % ~ GI N~:,°
h ~ tiBEGIN ~DN E ; EST 7 SY FF PAI , WETLAND JUDD , , ~ ~ MON~UTl ISLAND ~ - r~ DB JUDD PARKWAY VILLAGE, LLC BEGIN 20D'TAPER '~''~~yEW S.~``~~
SST 36+77.56 _ ~'~1~I~ECTLY ABUTS`~~ OUTL~T~;~PROTECTION ~ ~ DB M1560 PG 617. -L- STA 47+75A0 ~'~Jlnnnn~~``~ IS~1=TED WATERS OF U.S. _PER SQL
I CLASS B RIP, -RI1P ~ ~ ~ , , 1~° ~ A RELATIVELY T 2 TONS' ~ ~ ' 8/28/07''SACE DETE~MINATI~?N ~,4~URISD~CTIONAL
r ~ r PERMANErI~' WATER) ` EST Z $?Y ~ FF ~ ~ Y~ETLAND PLANS PREPARED BY: . i'
+5 ~ ~ „ ,1 ! r i,r ~ 3 ~ ~ ! 90' i END 20D'TAPER fr .
72.0 ~ _ , I F ~ ~ ~SEGIN 200'.TAPER ` , -L- STA 41+0956 i ~ ;r ~ , GiBSO~
~ ~ / ~ ~ ` ~ ~ +10 ~o o f ~ ~`1 " _ -L- STA"39f09.56 ~ ~ ~ , BEGIN CONCRETE, ~ ~ ~ ~ ~ ' ~ ,i, ~
~ _~.6p~` 78.57 w C ~ I `~+30 ~ , E ~ yo ~ +~t.48 MONOUTHfC lSL~ND , ` , ~ 4f ~ ~ ' ,44 ° 5~ ~q~'ACE~~ v`~ 1 ~ a~ ~ 44'- ENG[NEERS, PC
~ INC=30' ~ 50 -~.-t'STA 45f1.6E k~;~ WA ~ k , , ~ i ~~U ~ f 15' RCP ~ Po eox 700 J + ~ PUQUAY-VARINA, NC 27526
p 50 C~ ~ _ PHONE: [phone]
~ 2'0 , ~ ~ I r-?- ` ~ tit ~ l 5Q'~ °5~' ~~7 ~ 32~- ~ PAX: 1919>552-2254
, ~ ~ t 44 15~RCP 9 ~ ~ : C F a, ~ ~ 4 ~ f ~ C ~ [ ~ 24" RCP ~
W ~ ~ ~ - - Z , r ~ , • - - _„r, { F i, f-'_..,. ~ +20 +53.55 r ~ ~ sL7 ~ ~ o,
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Q ~ °~~128 0"" \ , 4 p ~ _ ~4RKIIVAY ' NE J!!DD P N ' o ~ o A ' f I o ~ o ~ x~ ~ ~ O ` O O d t
25 - 84 18, RCP - } ~ ' I l~ ~ 140 ~ .®°~'Ra 2GIfl°D~,a~ .E-(I! CON~'RETE ` e, , ,
~I 36';12' RCP r MDNOLITHIC `'ISLAND'. ~ ~ ~ ~ ~ ~ _ p . ~ _
, ~ d. C - r- -L- STA 40~~4.89 , , - - ti ...LL_ M . ~ - ~ 88 15 RCP ~ o
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_S 9 04 45 5 89'04,45 E~ , S a9°OQ'4 ~ ~ ~ G° ~ ' v f ~ 5 S 89 0.4 4., ~ S 8~9'O4'45' E R 89'04'45' E 89'04'45' E BERM s os'04'45' E
' ~ i 80.0.0' i 80.00' ~ 91.34' ~ y _ ~ 02 SPECIAL 1 ~ t I ~ 92.73 105.39 e ~ t 1 S 89'D4'45' E ~ 105.3' IOOr02' ~ i 16A.45' _ ~ ~w ~ ~
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SEE DETAI I ~:'RETAINlNG W ry~, SEE DETAIL 3 - ~ - _ 'V' DITCH ~ ~ SHEET 2-E SEE DETAIL W SHEET 2-E ~ 'CH ~ -L- STA 47+OOAF1 50' +90 v W
3 a a SEE DETAIL iry"~. iETAIL i~~" , a ~ I 50° , ~ ~ ~ ~ 1 ~ `0 j SPECIAL LATERAL ~ F
' ~ _ _ T ~ / -F O,® ~ . ~ , , 3 3 SHEET 2-E ^I E : F BEGIN C&G o° o° ~n ° ~ ~ • . ~-E h BEGIN 2a0'TAPER ~ 'V' DITCH WITH CLASS ~ '
~ ur Ex~ rrNG PAVE E r ~ ~ ~ ~ ~ ~ _ ° -L- STA 45f00:00 y PT t 47 ff ~ ' ~'B' ~ IP RAP) +53.55 ~ p o ES 50 TO,.NS '50' f 1 ~ a.
~ ~ ; LT ~ !ll ON ON ON •Otp ' I z O it1 N N t0 >a ~ ~ sAwcuT AND oVl/ L1(~ FOR KEY-l ~ ~ ° - M PC Sto.45(41,48 ~ Es~ Ilo s~ FF ~~+50
pp a . T!E TO EXISTING ~ , rn ~ o SEE DETAIL 10 so'; ~
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G/ ?LL1NG FOR KEY IN + EST it SY FF PIPE OUTLET CHANNE ~ RACTOR TO ORDINATE CLASS 'B' RIP RAP +9
BEGIN PAVEMENT ~'~r MARKINGS THE VILLAGE OF SIPPIHAW SUBDIVISON R'~ LE PANEL WALL DETAILS EST 28 TONS ,
BEGr E LAY , Io WITH TOWN ENGINEER. DDE=25 CY, S=0.3% 50
' -Y2- POT MB 2~~ PC 959 SEE D IL W 1 2D MB 200 PC 987 NOTE: SEE EROSION CONTROL PLAN FOR SK N FOR SKIMMER BASIN RANSDEU, SEE DETAIL 13
$tOJ0+00.00 MB ~ PC 882 , AND SEDIMENT TRAP DESIGNS & UMITS OF END PILE PANEL WALL N.F. HEIRS SHEET 2-E +oo LIMITS OF CONSTRUCTION _ _ WB 966 PG 0-E llo' ~
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BL l08 - _~__-~~--~1 ~ 7 ~ ' , K , . , _ ~ f ~ 8 x r 1 E j ~ I II I ~ ..~w_ b.w.?._.: ~t..~..~..i_i ~G „In~ ~ .,..M.......". ~ ~;....w..:,.y,.. L V » .,q ~4.,y'....4_ ~,.~o-M vM ...y',_ .»~»Z E ~ ~.._.'',w»4.".f."'''". ~ ~ I E ~I ~~~I ~ ~ x_ I_ I PIPE HYDRAULIC DATA ` ~ '
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, _ ~ 111 ~ DDB- I _ - _ ._._~__w_~~_- - _ , ~L._ _I_~ L_~~ . _ u J.. ~ ,rT ~ ~ ~ , : , ELEV. 403.80' ~ _ -"._E_._ _ ; ; , , ; , : , ~ ; , , , ~ _ _ _ ,
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