SW6220904_Plansheet - Proposed Conditions/Site Plan_20221102

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HENRY BROWN
DB 107, PG 330
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PAUL W. WILKES & WIFE, 1
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SYLVIA G. BOWEN �(
DB 262, PG 473 1 1 1
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SHARON D. MUMMA I 1
DB 834, PG 150 I 1
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N 458,931.849
E 1,896,989.414
ELEV 332.09
��o I NC GRID NAD 83
1, (2011)
NAVD 88
0
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EIP
N 459,085.466
E 1,897,278.713
NC GRID NAD 83
(2011)
N/F
H. P. WALTERS & WIFE,
BETTY WALTERS
DB 200, PG 187
1/2"
EIP
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SHAUNNA MARIE DUNLAP
DB 661, PG 763
LEGEND:
PK O PK—PK NAIL
ECM® ECM —EXISTING CONCRETE MONUMENT
EIP Oa EIP—EXISTING IRON PIPE
EIR Oa EIR—EXISTING IRON ROD
EIS O EIS —EXISTING IRON STAKE
EPKO EPK—EXISTING PK NAIL
ECS0 ECS—EXISTING COTTON SPINDLE
SPKO SPK—SET PK NAIL
c COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT—OF—WAY
UGT UNDERGROUND TELEPHONE LINE
// OVERHEAD UTILITY
X FENCE LINE
TREE LINE
325 MAJOR CONTOUR
322 MINOR CONTOUR
x 329.34'SPOT ELEVATION
-J�- BENCHMARK
MB MAILBOX
pp UTILITY POLE
0 TELEPHONE PEDESTAL
FIRE HYDRANT
LuJ WATER METER
ASPHALT
SOIL
UNSUITABLE SOILS
DCM
T 1**-] [-**F7**-7.1/2"
4-T- — — ERB
T— - LIGHTER
C)II 1
1 I I I I I I I I I I I I I I I I I I 11 /
\ D Q Q O O Ci Ci Q1 1 1 11 12 13 14 15 1 1 16 1 1 17 1 1 18 1 1 19 20 1 1 21 22 1 1 23I O 1 I O 1 1
I I /
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J J — J J — — —1 L— — —1 L— — —1 L— — J L_ — J L— — __j L— — I L— — — — L — — L— — L — — J L — — J L- — — _j L _ — —
ED
N 459,255.995
E 1,897,675.999
NC GRID NAD 83 1/2
(2011) EIP
N/F
ANTHONY HUBERT & WIFE,
CHERYL M. HUBERT
DB 954, PG 142
PC 3-14, MAP 3
SITE NOTES
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE
FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE
SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED
TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE
GENERAL CONTRACTOR'S EXPENSE.
2. ALL EXISTING UTILITIES, FENCES, OR STRUCTURES TO BE REMOVED OR
RELOCATED PRIOR TO CONSTRUCTION OR EXCAVATION.
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF —SITE IN ACCORDANCE WITH
STATE AND LOCAL LAWS AND REGULATIONS.
6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HOKE COUNTY AND STATE
REGULATIONS.
7. ALL STREETS ARE 28' BACK OF CURB TO BACK OF CURB.
8. DRIVEWAYS FOR ALL LOTS SHALL ACCESS THE INTERNAL SUBDIVISION ROAD AND
NOT HAVE ACCESS TO CALLOWAY ROAD.
9. STOP SIGNS ARE REQUIRED AT ALL INTERSECTIONS WITH STOP CONDITIONS.
10. MAINTENANCE OF DRAINAGE EASEMENTS AND DRAINAGE STRUCTURES OUTSIDE
OF NCDOT R/W TO BE MAINTAINED BY OTHERS (NOT NCDOT). MAIL KIOSK AND
SIDEWALK MAINTENANCE ALSO TO BE PERFORMED BY OTHERS (NOT NCDOT).
1/2„
ERB
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PINNACLE COURT I
50' R/W (PUBLIC)
IF
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N/F
CHARLES R. BEECHER & WIFE, I
SHERRIE A. LANDON
TRACT 1 OF
DB 1187, PG 651 I
PC 3-14, MAP 3
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STEEL
N/F
CHARLES R. BEECHER & WIFE,
SHERRIE A. LANDON
TRACT 2 OF
DB 1187, PG 651
1/2„
EIR
1/2„
1/2" EIR
EIR 0
N/F
ELIZABETH MARIE DAYTON—FRUM
DB 1178, PG 995
SITE DATA
DEVELOPER
GMC CONSTRUCTION OF NC, INC.
MAILING ADRESS
9820 US HIGHWAY 301 NORTH
CITY, STATE
LUMBERTON, NORTH CAROLINA 28360
PIN NUMBER
584950001083
TOTAL SITE AREA
1,157,837 SF (26.58 AC)
AREA TO BE DEVELOPED
1,157,837 SF (26.58 AC)
CURRENT ZONING
RA-20
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
47
DISTURBED/DENUDED AREA
7.8 ACRES
OPEN SPACE REQUIRED
115,784 SF (2.66 AC)
OPEN SPACE PROVIDED
35,367 SF (0.81 AC)
SETBACKS REQUIRED:
RA-20
FRONT
30 FT
SIDE
10 FT
REAR
25 FT
r 3
N/F \DARNELL & JANET MORGAN
DB 274, PG 540
PC 2-74, MAP 4 \
40
0
Cl)
0
NC C,R1D NAD 83 (2011) C
Y
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N/F
CAROLYN JEAN LEWIS
DB 161, PG 403
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N/F
PATRICK J. SIMPSON & WIFE,
KARA SIMPSON
DB 1018, PG 839
PC 3-82, MAP 2
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
HIDDEN
VALLEY
SUBDIVISION
OVERALL SITE
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 "=100'
DATE RELEASED
AUGUST 9, 2022
SHEET NUMBER
C-200