SW6220904_Plansheet - Other_20221102 (2)

2 1 /2" EIP
LEANING
O ERS 1"ANGLE
O IRON
1 /2
P PK LEGEND:
� EI
1 ' O O PK—PK NAIL x 329.34'SPOT ELEVATION
ECZ ECM —EXISTING CONCRETE MONUMENT BENCHMARK
EIP (0 EIP—EXISTING IRON PIPE M MAILBOX
' EIR 0EIR—EXISTING IRON ROD PP
PP S UTILITY POLE
' EIS O EIS —EXISTING IRON STAKE ❑T TELEPHONE PEDESTAL
1 EPKG) EPK—EXISTING PK NAIL FIRE HYDRANT
' Ecs0 ECS—EXISTING COTTON SPINDLE 0WATER METER 40 S
SPKG) SPK—SET PK NAIL ASPHALT
» 1 a COMPUTED POINT SOIL
I 'Cn
N/F —NOW OR FORMERLY UNSUITABLE SOILS a
R/W —RIGHT OF WAY PROPOSED FIRE HYDRANT NC GR�p NAD 83 (2011) y
1 , RCP — REINFORCED CONCRETE PIPE ❑■ PROPOSED WATER METER 0�
1 PROPERTY LINE PROPOSED BALL VALVE S�
' ADJACENT PROPERTY LINE TH PROPOSED TAP SLEEVE AND VALVE
1 — TIE LINE • PROPOSED BLOW OFF
RIGHT—OF—WAY PROPOSED TEE
1 uGT UNDERGROUND TELEPHONE LINE PROPOSED 22.5- BEND
OVERHEAD UTILITY PROPOSED 11.25- BEND
X FENCE LINE PROPOSED PLUG
1 N-
TREE LINE
325 MAJOR CONTOUR
322 MINOR CONTOUR
1
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1\
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1
' 1 TBM
4D DISK #1
I� N 458,931.849
INV 0 E 1,896,989.414
329.34 ELEV 332.09
INC GRID NAD 83 N/F
NAVD 88 SHADBN66^,ARIE PG 7DLAP
63
PAUL W. WILKES & WIFE,
HEDI J. WILKES 1 INV
DB 688, PG 459 1 ,n 33� 327.73
APPROXIMATE LOCATION'
_ X �X OF EXISTING 6" WATER MAIN �' ' t - X ^ /
1 330 332
340
334
/ _._10+00 1 25' DRAINAGE EASEMENT
111L00 _
TIE TO EXISTING
WATER MAIN W/ � CI-15
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/ l %
6"x6" TS&V NV 6"X6" TS&V I �,
:3.95 10+21.7
I 10+36.7 / C I-16
1 /
FH I FES-17 \�,2x O
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CI-12 "1 5 N 6 � 7 8 9 10 11
O O O O
N/F
ARNOLD R. BOWEN & WIFE, / III' I CI-13 J y
SYLVIA G. BOWEN DB 262, PG 473 1 \ I '�X D
z
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EIP
1 > c) 1 pj FES-14 \ m
Q CIO1 0 20 N 459,085.466
� I MN E 1,897,278.713
Q C_ 1 NC GRID NAD 83 l
1 J O I I \ 3 (2011)co
\ J
' U , ;� 20 C �� �Ax o CI-9 \ 10' UTILITY EASEMENT OT-5 OT-1
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i11.25° BEND im
-� 14+10.1
P / CI-6
1
— 116+0 17+00 18+00 1s+oo — PINNACLE COURT 21+0 22+00 CI-2 2
\ 11.25* SEND — — I I — — 50' R/W (PUBLIC)-
1 \ ` 22.5° BEND _ _ CI-7
C �( 14+35.3 CI-10 W6
1 , W6 W6 W6 W6 6 W6 W6 W6 W6/ ICI-3
FES 11
I\ ` 22.BEND 10Y EASEMENT 18+51.8
1 / —
1 ca I NI 5+08.9 ' UTILIT
FES-8 FH p r _FES-4
\ ECM WITH 1 =1" EIP
1 z
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EIP ' I l \ \ \ \ \ 46 45 44 Q 43 42 41 40 39 I 38
ERS 1 \ \ I 1 ) O OO O w O O O O O
1 1 \ S
H. P. WALTERS & WIFE, L \ Q
N/F 1 I BETTY WALTERS z I
1 DB 200, PG 187 �a \
RICHARD L. MUMMA JR. & WIFE, 1 \ ao\ \ � .
SHARON D. MUMMA
DB 834, PG 150 I 1\ \ \ \ \ o I
I\ \ \ ( c
1
\ N 459,255.995
1 , \ E 1,897,675.999
' I NC GRID NAD 83
(2011) 1 /2�� \\� O
1/2"
1 I EIP 01/2 X —�— X 2STEELTEIR EIR
1 �
1 , I
N/F
ELIZABETH MARIE DAYTON—FRUM
N/F DB 1178, PG 995
CHARLES R. BEECHER & WIFE,
1 SHERRIE A. LANDON
TRACT 2 OF
1 • ® N/F 2 `�_�� I DB 1187, PG 651
ANTHONY HUBERT & WIFE,
CHERYL M. HUBERT N/F
DB 1 1 PC 35 4,PMAP 3 CHARSHERRIELES R. BA.CLANDONWIFE, I GRAPHIC SCALE
ECS TRACT 1 OF 50 0 25 50 100
I Know what's below. PC 31814, MAP 3 I
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1 Call before you dig.
( IN FEET )
� I 1 inch — 50 ft.
1 ERS
1 ,
I 6NTRACTOR
THECMUST 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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200 I I
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
IICAR9 �%
.•••• ••.
,•4� SEA �� •;
0274
08-U"i-.2.2
REVISIONS
PROJECT NAME
HIDDEN
VALLEY
SUBDIVISION
DETAILED
UTILITY PLAN
CLIENT
TG VENTURES LLC
9820 US Hwy 301 North
Lumberton, North Carolina 28360
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1860
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
AUGUST 9, 2022
SHEET NUMBER
C-401