20180714 Ver 2_9629 SYKES POND RD - WETLAND IMPACTS_20200219

VICINITY MAP
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ENGINEERING 8&
INFRASTRUCTURE
SYKES POND ROAD
BRIDGE REPLACEMENT
WETLAND AND SURFACE WATER IMPACTS
BEGIN BRIDGE
-L- STA 13+09 +/- END PROJECT .
BEGIN PROJECT -L- STA 16+25.00 '
-L- STA 12+25.00
END BRIDGE
-L- STA 14+11 +/- TO US 401
4° ----
ti� -
-0" (SYKES POND ROAD)
�O
LITTLE ROCKFISH CREEK
LOCATION MAP
PROJECT CONTACTS
CITY OF FAYETTEVILLE
Engineering (Project Manager) Giselle Rodriguez, PE
City Engineer
433 Ha Street Fayetteville, NC 28301
[phone] [e-mail]
Construction Management Jeff Riddle, PLS
Construction Manager
339 Alexander Street, Fayetteville, NC 28301
910 433-1613 [e-mail]
Traffic Services Lee Jernigan, PE
City Traffic Engmeer
339 Alexander Street, Fayetteville, NC 28301
910 433-1660 lierni an ci.fa y.nc.us
PROJECT SCOPE
THIS PROJECT CONSISTS OF:
REPLACING THE WASHED OUT CULVERT ON
SYKES POND ROAD WITH A SINGLE SPAN
BOX BEAM BRIDGE. RECONNECTING AND
RELOCATING THE EXISTING WATERLINE
AND PERFORMING PAVING REPAIRS TO
RECONNECT SYKES POND ROAD.
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PIN Nb.9'TDiM6L 85-4113—
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D.B. 99'9\ PG. 876
P.B. 85, PG. 37
PIN NO. 9476-84-2569— `\ \\ \\ \\ \\ ` \ \\ \\\\
JGILLIS LLC \\ \\ \\\ \\\ \\09 \\\ \ 0\ \\\
D.B. 7781, PG. 245 \ `\ \ \ \ \ \\ \\\ \ \\ \ \ \
P.B. 82, PG. 45 \ \ \\s \ x \\ \ \ \ \\�\ \ `� \( e\ FILL SLOPE - PERMANENT IMPACTS IN WETLANDS \
\ \ \ \ s s \ \ \ \ 1 ; ' \ WETLAND 2
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WAND 4Y IMPACTS IN WETLANDS j
> \ \ \ TEMPORARYIMPACTS / / /
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IN WE / / \\I / PERMANENT IMPACTS IN WETLANDS /
WE' / / , /// /— WETLAND
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/ 1 n \ \ \ \ / / / / / / TURBIDITY CURTAIN -
- $ GFN P/i3OXhCnP \ \ \ \ ` \ \ // //h> 111 / FILL SLOPE - PERMANENT IMPACTS IN WETLANDS
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x x+ x x x x x # PERMANENT IMPACTS IN WETLANDS s \ x x x x + \
PERMANENT IMPACTS IN WETLANDS + x + x x� x t x x x # aJ / / + x x + + x x # + x x x + x y WETLAND 3 \ \ \ \
WETLAND 3 I Tc@� /E /t CET /CE / T TCE' Tc'f� TCE
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TEMPORARY IMPACTS IN WETLANDS / // \\ \ N / \\ TEMPORARY IMPACTS IN WETLANDS \ \
WETLAND 4 / /1 AV A I / / / \ WETLAND 4
/ 1 A I PERMANENT STREAM
/ IMPACTS IN SURFACE WATER - STREAM 2
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\ \ PIN NO. 9476-84-8819—
i//// (J \\ CRA COMMERCIAL DEVELOPMENT INC
D.B. 5370, PG. 534
NO' E: INSTALL TURBIDITY CURTAIN AROUND \ P.B. 46, PG. 63
N EXISTING 1 F X T ARCH PIPES APPROX. 50' DOWN
STREAM FOR REMOVAL. REUSE TURBIDITY CURTAIN
FROM WING WALL REMOVAL. INCLUDE AREA NEEDED
FOR HPILE SUPPORT INSTALLATION INSIDE TURBIDITY
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WETLANDI- PERMANENT IMPACTS -WETLAND FILL -572SF
P.BI 4 /OGF 6/3 / / // vv WETLAND 2 - PERMANENT IMPACTS - WETLAND FILL
Blom(FILL SLOPE AND DISSIPATOR) - 288 SF
WETLAND 3-PERMANENT IMPACTS - WETLAND
MECHANIZED CLEARING - 854 SF
WETLAND 4 - TEMPORARY IMPACTS - WETLAND
A V A + + + HAND CLEARING - 4,120 SF
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STREAM 1 - TEMPORARY IMPACTS IN
I I I I I I I I I I I I I I I I I I I 1 I I I 1 \ \ \
SURFACE WATER -2,021 SF; 109 LF
STREAM 2-PERMANENT IMPACTS IN
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-L-
SYKES POND ROAD
BEGIN GRADE
-L-STA 11+55.00
ELEV = 177.62'
W
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END GRADE
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-L- STA 16+25.00
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ELEV = 169.89'
PI =1 +75.
EL = 174.11'
VC= ]00'
K=80
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DS=45
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VC=120'
K=80
= 45ph
PROPOSED GRADEEXISTINGGROUNDDS
E=45
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--
1
(-)0.5916%
F)0.3000%
1
100' 39" BOX BEAM
4'-0" CA
4'-0" CAP
SLOPE VARIES SEE GRADIDOWNSTREAM NG PLAN SHEET 9
SLOPE VARIES SEE GRADING P
N SHEET 9 \ �
EXCAVATION ELEVATION ABOVE OHWM = 159.0'
EXCAVATION ELEVATION ABOVE
HWM=159.0' \ ♦
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EL = 164.9
UPSTREAM LOW CHORD ELEV= 169.31' @STA = 13+10.00
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UPSTREAM LOW CHORD ELEV= 167.25' @STA = 14+10.00
DOWNSTREAM LOW CHORD ELEV= 170.36' @STA= 13+10.00
WSE
/
= 164.3
\
\ � WS EL=
57.0 (12 /08/2016)
UPSTREAM STREOAM INVERT ELEV= 14950'@STA= 14+10.00
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DOWNSTREAM STREAM INVERT ELEV= 149.94'
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HORIZONTAL
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WETLAND
14+ 7 9.00
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WETLAND
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0.025 0.025
170.33
WETLAND
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-- 14+50.00
WETLAND
70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 7
0.025 0.025
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170.53 WETLAND
WETLAND
14+315.00
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SIDEWP' "
170.64
14+00.00
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WETLAND
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