SW6220902_Plansheet - Other_20221102 (2)

28
N /F
TEREN J. BRUNNER & WIFE,
LEIA DAWNE BRUNNER
DB 300, PG 905
PC 2, SLIDE 2-51, MAP 00
50' BRIDAL PATH EASEM
ONS
J
O NC GRID NAD 83 (2011)
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
I ENT // PP • UTILITY POLE
C• GUY WIRE
Wv
PC 2, SLIDE 2-51, MAP 001 / � _i
D4 WATER VALVE
\ / / CI 5 / / / I 18+04.17 FIRE HYDRANT
TOP: 205.8 �S SANITARY SEWER MANHOLE
i — — v: 2oo.s6
� o ASPHALT
PO 7� � GRAVEL
i
CI% / _� 24• � , / � /
_ �� sea ♦ WATER
sea 34 WETLANDS
/' EX MH / PROPOSED SANITARY SEWER MANHOLE
� RIM 211.94 ✓ � SSMH #9735
• PROPOSED CLEANOUT
/ NEW RIM 213.26 / .11 —� / / — — — PROPOSED FIRE HYDRANT
1 �" SHELF 196.52 — — tiyI
INV IN 195�21 — / ♦ ❑■ PROPOSED WATER METER
" ♦ % INV OUT 195.14— 205
H PROPOSED WATER VALVE
\ / • / / / ♦ • PROPOSED BLOW OFF
14/ 200 �= IS I PROPOSED TEE
Lo
COUNTY OF HOKE
30' UTILITY EASEMENT
xoCl 1 / Jyry" 1/ I I DB 885, PG 710 I MATCH LINE- SEE SHEET C-4.2
��-10' UTILITY PC 3, SLIDE 3-99, MAP 003
EX MH / EASEMENT e �I o I
RIM 216.32/
PHASE 1-:;, NEW RIM 218.07 / / )'y"
PO 3 / / / / / w" I I
I \/ / / / fir
8.6
\ I
12+14.9:
\ TIE TO EXIST TO BE REMOVED AND
WIOTH GV ADDED NEW LINE CA
EX MH
\ / L-1-100 � RIM 219.99 /
/ 1ok9°i NEW RIM 220.38 / 12+89.10
TOP: 204.89
\ / /
/ ,✓ ' \ I / SSM 205..
SHELF 197.31
INV IN 195.90
INV OUT
LAT IN196.53
/ N
�/
\ PHASE 1
- �
COUNTY OF HOKE
J / / 30' UTILITY EASEMENT
TOP: +207.87 / / / DB 885, PG 710
INV: 202.87 / / / PC 3, SLIDE 3-99, MAP 001
11+77.96
TOP: 20714
/ INV: 202:51,51 0
RIM 207.14
SHELF 197.77
INV IN 196.32
^o INV OUT 196.29 ® GRAPHIC SCALE
�AT IN 196.96/j / 40 0 20 40 80
sr
Know what's below.
P. j / / ( IN FEET )
Call before you dig. > inch = 40 ft.
�y
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
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160
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesolutions.com
CARO
�2-0
SEA
• 02
•• G IN .•: ja�`�
V//;, COTT
o 4 U 5=22
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: [phone]
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-401