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cI OO EIR-EXISTING IRON ROD --- ----
sIR O SIR-SET IRON ROD SSMH#9433 m Vol om w* SSMH#9429
o COMPUTED POINT RIM 237.57 RIM 236.99
N/F-NOW OR FORMERLY SHELF 231,75 se se so 8 VCPSe se sa se se SHELF 233,05 ELWOOD AVENUE
IN40'PUBLIC R W R
R -RIGHT OF WAY INV IN 231.15 sa INV OUT 232.4 /
/W INV IN 231.15
PROPERTY UNE INV OUT 230.99 INV 23244 vv�
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PE UNE X X X X X X X 589'22'34'W 500.42' X X X -R30' X // -/ R30' X X o
----RIGHT-OF-WAY LN
-•-•-•-•-SETBACK LINE PERIMETER BUFFER .... IIIIIIIIIIIII111111111111111�� z
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w WATER LINE I ���� -• Ili
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54 MINOR CONTOUR / k 1111 rx �'}SPOT ELEVATION x P"UENCHMPOK Ce ....
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// /--� /- 6'PATH a-a �r �• " n u a 10'PATE Q PROJECT NAME
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== ®===== o RAEFORD
MMMMMM 11 MMMMMM �
i a �����® o CEMETERY
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N D NEW SECTION
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R30 / •15'DRIVE BUFFER 4...
R30 W WEST
N,HEADSTONES
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SITE NOTES 6
SAW CUT NEW EP LINE g THE TIT \15'DRIVE BUFFER\ J • -
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE FOR CLEAN TIE R30 JU I'.' \ R30' Q /
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BENCHMARK AND MUST BE VERIFIED BY THE GENERAL SITE PLAN
CONTRACTOR. 1�0' 10' 10' 10' 0 J•0 6'PATH 0
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE Q
EVIDENCE COULD BE FOUND TO VERIFY LOCATION.PRIOR TO m
CONSTRUCTION OR EXCAVATION OF THE SITE,THE GENERAL -// // // // N /REMOVE EXISTING
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO I - /,/-/r 6'PATH (-
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES ALL �" .-___ - FENCE
DAMAGE INCURRED TO EXISTING UTILITIES DURING T - (I -
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL N89'21'30"E 100.01' • ��� -
CONTRACTOR'S EXPENSE. I ===II/Ir -4 p
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. _na-
4. HANDICAP RAMPS,SIGNAGE AND PARKING SPACES SHALL 1 _
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER I '�_
FEDERAL ADA AND LOCAL REQUIREMENTS. BRICK COLUMN AND WOOD PANEL WALL ______
TO MATCH EXISTING CEMETERY WALL HEADSTONES
5. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS AROUND THE PERIMETER . .9 9
OTHERWISE NOTED. I,/, 6'PATH 10'PATH
6. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN IN (TOP)
ACCORDANCE WITH STATE AND LOCAL LAWS AND 0 CLIENT
REGULATIONS. VO - -
7. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER CITY OF 18 DAVID A.t SO PIMA QOLT7N POI TON,J2.Fi WI=F, Fn<I- f o
RAEFORD AND STATE REGULATIONS. Ir
8. ALLLL CITY OF RAEFORD EXISTING SITE IMPROVEMENTS,UTILITIES,PAVEMENT, I SSMH#9438 to EB 13'_8,'G 762
SIGNAGE,FENCES,AND OTHER STRUCTURES SHALL BE RIM 236.76 to
REMOVED AND PROPERLY DISPOSED OF. SHELF 232.79
9. TYPICAL BURIAL SITE IS 10'X 4'. 25 INV OUT 232.15 II F1 • p�
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---589'18�46''W 100.05'TI\ -- - 50.00' �Nh errlrcc+n OWES I.
315 North Main Street
�,Na9'z2'3a"E X Raeford,North 28376
15"RCP / / 586'21'477E 100.58' INV INV N '22'34"E 250.00' INV Raeford,
,North Carolina1
I CONCRETE .1 ;"'RCP INV 232-87 15' RCP R30' 231.34 (910)Phone:
POLE BASES INV232.46
233.52 233.00 R30' -
// // n // // //- 's.. RAEFORD CEMETARY STREET
mr // Pq� PRIVATE R/W
REMOVE DRIVEWAY&49LF OF 18"RCP SAW CUT LINE REMOVE PIPE
&DRIVEWAY /�\ ,-,_,-. .-x PROJECT INFORMATION
SUCH THAT 3'OF PIPE OUT SAW CUT LINE , !•-
OF THE BOX REMAINS \// /
HIGHWAY 401 NC-20(CENTRAL AVENUE) - �>(� DI(DOUBLE)#9368 DESIGNED BY: SEAWCHRIS
PUBLIC Rt.(VARIES I _ - - _ _ _ :
II - - _ _ . \%/ GRATEI 23237
ll - � NV DRAWN BY: CHRIS
SITE DATA
INV OUT 230.a 230..368
g DEVELOPER CITY OF RAEFORD Q �// CHECKED BY: SCOTT
m MAILING ADRESS 315 N.MAIN STREET I `/L /
CITY,STATE RAEFORD,NORTH CAROLINA 27376 \ PROJECT NUMBER: 2079
\____
PIN NUMBER 694341101002 II
TOTAL LOT AREA 3.29 AC ���\�� DRAWING SCALE
AREA TO BE DEVELOPED 3.29 AC
EXISTING ZONING HC
L EXISTING USE PARKING LOT HORIZONTAL 1"=30'
PROPOSED USE CEMETERY EXISTING ASPHALT AND INFRASTRUCTURE ON SITE TO BE REMOVED
3 DISTURBED/DENUDED AREA 3.29 AC
DATE RELEASED
BUILDING SETBACKS REQUIRED: GRAPHIC SCALE
SIDE 40 AUGUST 21,2024
E SIDE 10
REAR 15 h - '-
8 11
LAND DIVISION: SHEET NUMBER
PROPOSED BURIAL SITES 1828 ( IN FEET)
a 1 inch= 30 ft.
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