SW6220201_Plansheet - Grading_Drainage Plan_20220510 (11)

LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
-SETBACK LINE
ss SANITARY SEWER LINE
FM FORCE MAIN LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
PERMANENT EASEMENT
TREE LINE
210 MAJOR CONTOUR
207 MINOR CONTOUR
x 208.47' SPOT ELEVATION
BENCHMARK
PP • UTILITY POLE
(• GUY WIRE
❑T TELEPHONE PEDESTAL
Wv
D4 WATER VALVE
,QfFIRE HYDRANT
SANITARY SEWER MANHOLE
ASPHALT
0 CONCRETE
WETLANDS
PROPOSED SANITARY SEWER MANHOLE
• PROPOSED CLEANOUT
PROPOSED FIRE HYDRANT
❑■ PROPOSED WATER METER
o $3120��1
GR\� NP
NG
C4.1 _� C4.2
fC4.3
C4.4
SHEET KEY
t• �
SHEET C 4.310 so
SINE- SEE I M AT CH
CI 33 \ \ \\
1 g ► \\PAD 296.20 548 \ \ \ \
1 p 1 286.32 \ \
H PROPOSED WATER VALVE `\ 1 N `n 9+36.3 \ \
N � TOP: 293.74 \ \ \
\ \ \ \ 1 \ \ \
• PROPOSED BLOW OFF INV: 288.74
F21 PROPOSED TEE I
\ co 572 PAD 294.20 I � \ \ \ \
Nl 9+56.3
\ \ \ N N TOP: 291.87 \ \
\ \ 1 ® INV: 286.87
TOP:+286.28 d \ \ \ \ \ \ \ 1 J 285.16 \ \ \ \
INV: 281.28 N s - 9+66.3 0 547 \ \ \
13+71.2 \ \ TOP: 291.58 1 PAD 292.00 \ I
TOP: 285.65 \ \
i 1 279.28 INV: 286.58 1 O \
C- 4 3 - 1 I INV: 280.65
NE_ SEE SHE=T ' I I III 1 I I I Ivs.51 576 �\ 9+86.3 N ' 03
I i
ATCH I I - j I 1 I 1 TOP: 290.43
NV: 285.43
■ d I I 1 539 PAD 286.90 I \ \ \ PAD 285.70 - 0
- Iw � M I I I I I 1 \ ` CI 40 \ `\ /. - - 1
I
1 1 i 1 Q' I 11 I I 1 cl 3 N \ 2a5 ��o
_ _ Ic
< I I \ 128a 1 1\ \\ \ \ \ \ - - \ 2 1 1 i EASEMEITY
n o ® I I MH 5\ 575 -- N I n PAD 288.30
o (if c I \1 14+45.83 6.00 R\ \ \ \ \ \ \ \ to 1 nLL
� I s 1 RIM 282.76 • CI 41'\
1 w 0)I I INV IN 276.14 (MH 23) \ 1
1■ N I I I t \ INV OUT 276.04 (MH 4) \ ^ \ \ \ 574 573 1 I 278.82
PAD 281.60- \ i
10+76.3
276.09 ♦ - l 1 TOP: 286.07
PAD 284.80 \ - To \ _ NV: 281.07 - -
' 1 \ TOP: 278.02 283.02 S� SS \ \ o \ N 277.80
INV: -
\ 1 \ •p 10+96 .3
I I ■ ` \ \ � � � � \ �, PAD 280.90 1 - -
S
"-, \ ` \ PAD 279.90\ \ \ \ TOP: 284.44- co
' ■ \ \ 14+76.9 \ \ f 1 INV: 279.44 - -
TOP: 282.05\ ® CI 42 \ \ \ - - - CI 35 _ -
INV: 277.05
1 �0 15+89.8 \ ` � \ \ \ \ \ \ � - �I 34 N o 545
8.. TOP. 278.95 1 PAD 285.00
' I I - ■ I \ I I 1 \ �\ \\ S� \ INV: 273.95 / I MH 2 5' DIA INSIDE DROP -
\ \ 1 \ S `272.14 ` 1+11+46 31 6.00 R )
1 \ S S : 278.67 TOPP 27\
\CI 4 SA` V: 273.67 TREE ( 1 RIM 281.80 -
' , \ \ \ 1 272.8 O - _ _ GREENgAY S CCESS) CI 36 I INV IN 269.67 (MH 1) l_
UTILIT`( A INV IN 275.27 (MH 19)
1 1 1 \ ■ \ \ \ 1 PAD 282.60 15+40.2 CI 43 CI 45 R/W (PUBLIC 31.32 I INV OUT 269.57 (MH 3)
I■ \ \ \ \ I \ TOP: 280.02 MH 4 16 00 CI 46 50' 18+00 I6" GV
I \ \ INV: 275.02�15+94.65 6.00
1 I 1 MH-22 A A V A A \ \ - RIM 278.45 \ • 94.33 - SDR 35 PVC v 16' X6" BTEE
17+17.39 0.00 \ 1 \ \ INV IN 268.07 (MH 3) LF ®0.55� 17+00 8"
1 1 1 RIM 263.95 I SDMH 22 \ 541 _® 0.64% 1+63.8
INV IN 252.70 (MH-21) INV IN 269.97 (MH 5)� 8' SDR 35 PVC 137.01 LF 9M n 6" GV (PLUG &TAP 2"
INV OUT 267.97 (MH 20) ''� 18+37.8 11+73.8
PAD 281.30
INV OUT 252.60 (MH-23) I \ CI 47 2" GV 544
1 I 1 INV IN 252.70 (MH-8)\ \� FH - o 1.5' FOUNDATION
V- INV OUT 252.60 (MH-6) \ ♦ \-17+81.3 \ �' 1 I3.8 WALL
I \ tv \ ` \ \ PAD 280.70 1� SDMH 56 . � _ _ _ RIM 278. 0.00� 100
�J
1 1 � \ \ i � 1.5' FOUNDATION � BRIM 278.50
I V, \0\\ \ , 2p.O // WALL �C� / INV IN 268.69 (M( 2)) - MN-
1 = Q / INV OUT 268.59 MH 4 a o 1
<k/ 12+16.3
\ OF i 542 �` � - - - 1 ® TOP: 277.48
om/ 1 J NV: 272.48 -
� _
U') 12+36.3 S
1 \ \ ♦ \ \ 30 O�T� 8398,\ ,' \ CO -FES 48 \ \ M2+41.31 6.00 R 1 w: 271.00 \ \ \
1 \ \ ♦ \ \ �Ti q<< ey SCR 3S ,' , \ - - - \ of ® _ `265 - INV OUT 1270.18 (MH 2) 1 1.5' FOUNDATION \ \ \ \
_ \ \ `♦♦ \ FgS�M Opy� oVc '', \ �� l `` 1 WALL
♦ MH 23 (OUTFALL) / - - - - - - - I I2" BO - \ \
1 ♦ 19+28.97 00 `� SDMH 23 - - - - - - - - - - - - - I 12+80.0
RIM 262.5,' - - - - 260 1 _
- \ \ IV IN 2` 20'UTILITY FES 24 \ - - - - - - - �` RI 54 1 INV IN 250.85 MH 20 SUBDI ON /
( ) SS EASEMENT CI 49
\ \ 121.06 ENT _ 26 8'X4' CI 50 0 / J \
• _ _ o
_ LF ®6.789 SS FES 52 - - _ _ - 26� -
/ ��i�i� \ \ �♦` � • 8,. SDR 35 PVC - /�- '♦ V, v_
♦ \ \ CA ♦♦ �, --MH 20 - j �26s�- 4� - �♦
♦ \ 1+90.33 0.00 FES 55 2s�
\ \ ♦♦ , \ \ RIM 266.21 - � V, V_ L `♦
♦♦� '� A V V INV IN 259.16 (MH 4)
`♦ \ INV OUT 259.06 (MH 23 (OUTFALL)) 2 . • • V_
\ \ \ ♦ �■ ■ ■ ■ ■ ♦ ♦ DMH 51,Oft At� i EMERGENCYSPILLWAY� V_%
♦`. _ _ /' ANTI SEEP COLLAR V_ V_
WETLAND CLASSIFICATION: Ca Lill V_
�\`� j ♦♦ .♦
ERB,, \ \ � V_ � V,V_V_V,� _
542
Know what's below. `- `_
Call before you dig. \ \ V_ V
V_ \V_ V_ W \ V_ V_ V_ V,
V_ V_ V_ V
V_ V_ V_ V_ ♦♦`
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11:,CIV
/ At At
C /
CO \ \
o;
GRAPHIC SCALE ® \ \
40 0 20 40 80 160
( IN FEET ) \ \
1 inch = 40 ft. A \
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO
ON
40
SEA
02
•• G I NE .•: ja���
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 8
DETAILED
UTILITY PLAN
PIN:
0506-88-4099.000
CLIENT
WOODSHIRE HUFF,
LLC
2919 Breezewood Avenue - Suite 100
Fayetteville, North Carolina 28303
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1775
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
MARCH 30, 2022
SHEET NUMBER
C-404