HomeMy WebLinkAboutSW6220902_Plansheet - Other_20221102 (3)S86.46'05"E
99.28' TIE
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MELVIN L. WICK &
DANH T. WICK
DB 940, PG 432
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MH 14
4+25.04 0.00 \ / 5+65.04 1
4+05.04 4+25.04 RIM 224.27 TOP: 215.86
TOP 224 88 TOP: 22427 INV IN 215.23 (MH 15) INV: 210.90 1
I 2+45.04 2+65.04 _ - - - -
1+05.04 TOP: 226.40 TOP: 226.28 NV: 219.88 INV: 218.48 INV OUT 215.13 (MH 13)
0+85.04 - �� - - _'LAT IN 215.80
0+10.0 TOP: 227.24 INV: 221.40 INV: 221.28 V8
TOP: 227.36 � � -
NV: 222.00 INV: 221.93 8"X6" TEE,1+39.6. _ _ - - W8 W
2 B0 0+15.0, _ _ - - 1+29.6 8" GV WS W8 W8
+10.0 0 8" GV 8 W8 5+00 _
8" SS
PLUG W8 4+0 -
GV 340.00 LF ® 1.05% 8" SDR 26 PVC
3+17.0 S
0+00 1+00 -SS ROVE WALK ROAD 3+00
MH 15 w 2+00 50' R/W (PRIVATE)
0+85.04 0.00 of
RIM 227.37 I
INV OUT 218.79 MH 14 - 4+67.57 4+87.57 -
( ) - - - TOP: 222.39 TOP: 221.30
LAT IN 219.46 3+07.58 3+27.58 - - - - 10'
NV: 217.39
2+76.6 -TOP: 225.96 TOP: 225.84 / NV: 216. EAS
FH - - - - - INV: 220.96 INV: 220.84
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_ 1 I MH 12
I RIM 218 - -
3.89
INV OUT 218.00 (MH 11)
* IN LAT IN 218.67
1+65
1+65 1 TOP: 223.92- /
TOP: 223.94 INV: 218.92 -
�- INV: 218.94
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N/F I N 18 - 19
DARREN PITTMAN & WIFE,
TRACEY PITTMAN o /
TRACT A OF / 17 / i 00
DB 976, PG 674 �� /T
PC 3, SLIDE 3-47, MAP 007 tiK n�-
C �0+67.62 to
TOP: 219.40 I ®-
�1 INV: 214.40 U_
I\ CI 14 o CI 15 MH 10
�22 LO 23+86.98 0.00
co 24+65.29 24+88.90
RIM 210.80 TOP: 268.21 TOP: 207.43
6" GV TOP:
23+25.29 INV IN 199.06 (MH 11) INV: 203.21 INV: 202.43
/ - _ - TOP: 212.83 _ - INV OUT 198.96 MH 9
06" GV NV: 208.49 NV: 207.83 ( )
8" GV _ - LAT IN 199.63 W8 W8
45° BEND 22+17.3 CI 16 W8 W8
21 +22.3 W8 8 W8
- 8" GV 8"X6" TEE 238.19 LF ® 3.35% 8" SDR 26 PVC
/ 21 11 21+97.3 22+07.3 24+00 SS
21+90.29 0.00 6.97 0 22+00 196.69 LF ®4.09% 8" SDR 26 PVC
21T0 - NIV IN 1 209.00 (MH 12) 0 5�23+00
INV OUT 207,10 (MH 10)
21
/ ZOkOO / �4+71.98 24+81.98 � I
9 C6\ \� - ` �./ W 45° BEND - _ CI 17 / --
^ / 23+86.98 __ _ _ - -TOP: 207.81-TOP: 207.47
La�20+88.2 - _ - - - TOP: 210.64 INV: 202.81 INV: 202.47
INV: 205.64
10' UTILITY
CI 11 N�Q 1�P�Ei ' EASEMENT + -
car
/C 77 2 21+46.33
X i / TOP: 206.37 I / / 75 5 2% / 74
INV: 201.37 76
i 10 �1
PO 1 / 2✓ / j / �s -202 �D
/ � \`�ir� 78 _/ / SSM #97 � 24" P 5 / 5
RI 207.17 / l VO / 19 19 _
k // tidy SH F 196.08
/ / / IN IN 194.6gg /
77 / a / / SZ° INV OUT 1WC50 S4�/ 19?
L IN 195.17 \ m
2 79 / / S2✓ / S24
e/k / / SRI^M 191.967 1 Cn
S j /i / /��O �� HE IN 18016 =
INV OUT 180.08
- � /�// //� \ � / � � • ---I / STOP+2n
05 44 / / :*waft
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10 INV: 200.44 ■ /
00
/TOP: + 205.77
' INV: 199.03
SSMI. / i I ,� / �� i i am/ i
204.55�i�i �� i 1�
HE 196.37 j / - - _
AT o194.90
NINV T195.57 / / i / 1 \V
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O NC GRID NAD 83 (2011)
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LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP Oo EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
O COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
PROPERTY LINE NOT SURVEYED
- oPL - - - OLD PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
-SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
- CREEK
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
WOODEN FENCE
TREE LINE
PPS UTILITY POLE
C• GUY WIRE
WV
D4 WATER VALVE
FIRE HYDRANT
SANITARY SEWER MANHOLE
0 GRAVEL
ASPHALT
0 WATER
0 WETLANDS
PROPOSED SANITARY SEWER MANHOLE
• PROPOSED CLEANOUT
,i,U PROPOSED FIRE HYDRANT
PROPOSED WATER METER
H PROPOSED WATER VALVE
• PROPOSED BLOW OFF
I-2-1 PROPOSED TEE
/ 1 ■ �► GRAPHIC SCALE
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I I I I �� l ��� 1 14/ 1 r Know what's below. 40 0 20 40 80
N/F ■ \1, 4, .' ' •.I Call before you dig.
%JAMES G. WOOD, JR.
\ DB 200, PG 25 \ N/F � � �0 00*0 I , ( IN FEET )
JAMES WOOD & WIFE, ,
\ 1 inch = 40 ft.
MARGARET B. WOOD air
DB 112, PG 114 • • I
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
160
1 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax 1 910-426-5777 license number I C-2354
www.4Dsitesolutions.com
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REVISIONS
PROJECT NAME
WOOD LAKE II
PHASE II
SUBDIVISION
DETAILED
UTILITY PLAN
CLIENT
RAEFORD
DEVELOPMENT
COMPANY, LLC
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: (910) 638-6102
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1632
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
APRIL 5, 2022
SHEET NUMBER
C-402