SW6230501_Plansheet - C2.0 Proposed Conditions/Site Plan_20230705

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I I I I \ \ 1/2" EIP 409 Chicago Drive,Suite 112,Fayetteville,INC 28306
(PINCHED) office 910-426-6777 fax [phone] license number I C-2354
Q I I I I \ \ wwwADsitesolutions.com
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< J CHARLES CHRISTOPHER WILLIAMS
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4D DISK #1
N 581,606.399
E 2,104 682 098 I 1 N/F \ N/F
ELEV 204.94 I 1 ROBERT A. SCANTLIN & WIFE, CHARLES G. WILLIAMS
NC GRID NAD 83 I DIANA L. SCANTLIN DB 1010, PG 611
(2011) 1 I DB 4036, PG 313 \ PC F, SLIDE 137-B
NAVD 88 1 PB 2010, PG 240El P4
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a COMPUTED POINT
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N/F - NOW OR FORMERLY 1 I 42 41 40 30 O
R/W - RIGHT OF WAY I 39
PROPERTY LINE I
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ADJACENT PROPERTY LINE I I 38 34 33 32 1
TIE LINE I O 36 35 O O O
RIGHT-OF-WAY 1 37 1 26
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PERMANENT EASEMENT 1 -- -- - -- ___ j I
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225 MAJOR CONTOUR m I I(kff-
_ 50' R/W (PUBLIC & UTILITY ACCESS) -- __ __ __ _ __ __ __ __ _ __ __ __ PROJECT NAME
223 MINOR CONTOUR
x 222.47'SPOT ELEVATION m 1
BENCHMARK C I --� -- - -- -- -- -- - -- __ -- 1 I LA'S WAY
PP. UTILITY POLE fn
C GUY WIRE 1 cn 1
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0 O I D CLARICE L. WILLOUGHBY
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(PINCHED) ERB 1"X1" O BOLT 1
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1 1 N 581,142.323 2 j STAKE EIP ERB
E 2,105,136.510 -� 30' INGRESS/EGRESS EASEMENT ERB 1 I 22
I I NC GRID NAD 83 N/F 1"x1" PB 2002, PG 969 - O
(2011) NINA F. SHAYNE IRON i—'�1 -0 �— CONCRETE I
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If 6 �� CHRISTOPHER DAVID JACKSON �� LAURA B. TYLER SMITH 1
ERB �� DB 3240, PG 416 Grn & HUSBAND, SITE PLAN
DANNY KAY SMITH 1
PC F, SLIDE 584-A
L P O DB 3719, PG 226 1 21
If MICHAEL POPE & PB 2010, PG 26JERBIN
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11 g i SONYA POPE GURKIN N F
1 I DB 3700, PG 730 LUKE HOLDEN JACKSON & WIFE I
1 Ecs 1 N/F PB 18, PG 16 15 I 1
TANYA M. STANLEY MARIA G. CORIA JIMENEZ O 1
DB 3461, PG 426 t/2" /2„ DB 3992, PG 79 I 1/2"
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I I I CLIENT
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THERE ARE NO WETLANDS ON THE PROPERTY. THIS WAS FENCOELPOST I NI I 16
N CONCRETE O 1 SHARPS FAMILY
DETERMINED BY SCOTT BROWN, PE BASED ON A REVIEW OF I 0'rn
THE SOILS REPORT, SITE VISIT AND PRELIMINARY SEPTIC �m IIf INVESTMENTS LL
ANALYSIS REPORT. 1 �I A I C
I I 1 v
LARRY E. BYRD 1/2 1
I DB 2743, PG 56 ERB
IPB 2010, PG 260
I O 1705 Page Road
I / Godwin, North Carolina 28344
PIP �I f Phone: [phone]
1/2"
ERB ECM
N 581.798.830
E 2,106,819.705PROJECT INFORMATION
NC GRIDIDNADNAD 883
\ (2011) NQ S 11'F
<� DESIGNED BRETT
SITE DATA SITE NOTES 5/a" DRAWN BY: BRETT
0
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE ERB CHECKED BY: SCOTT
N OWNER SHARPE FAMILY INVESTMENTS LLC BENCHMARK AND MUST BE VERIFIED BY THE GENERAL co
MAILING ADRESS 1705 PAGE ROAD CONTRACTOR. PROJECT NUMBER: 1924
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
• CITY, STATE GODWIN, NORTH CAROLINA 28344 EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO o�^,
PIN NUMBER 1508-51-6940 CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL 30r STR E ETSCAP E BUFFER b
TOTAL SITE AREA 1,250,148 SF (28.70 AC) CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO — — — — le
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL 5' k LARGE DRAWING SCALE
3 AREA TO BE DEVELOPED 1,250,148 SF (28.70 AC) DAMAGE INCURRED TO EXISTING UTILITIES DURING MAX 30' TTRAEERING
0 CURRENT ZONING RA-30 CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
o EXISTING USE UNDEVELOPED CONTRACTOR'S EXPENSE. RGREEHE HORIZONTAL: 1"=100'
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
PROPOSED USE SINGLE FAMILY RESIDENTIAL 4. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS
PROPOSED BUILDING LOTS 42 OTHERWISE NOTED.
o
DISTURBED/DENUDED AREA 5.4 ACRES 5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN
M ACCORDANCE WITH STATE AND LOCAL LAWS AND ♦ C DATE RELEASED
REGULATIONS. 15' TYPE A BUFFER GRAPHIC SCALE
SETBACKS REQUIRED: RA-30 6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
FRONT 35 FT HARNETT COUNTY AND STATE REGULATIONS. — xxirxxirxxir LARGE JUNE 1, 2023
L0W-GROWING SHRUBS, MATURING 100 0 50 100 200 400
a CORNER SIDE 2p FT 7. ALL EXISTING FENCES, STRUCTURES, AND POWER UTILITIES 4-6 3071z EVERGREEN GROUND TREE
s WITHIN PROPERTY LINES TO BE REMOVED OR RELOCATED. COVER, OR MULCH
SIDE 10 FT
T
a_ REAR 25 FT EVERGREEN SHRUBS IN FEET
( ) SHEET NUMBER
E
1 inch = 100 ft.
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