SW6120401_Existing Conditions_20120410

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RAEFORD
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VICINITY MAP
NOT TO SCALE I
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SSMH #8003
RIM: 251.33
INV IN: 244.82 (A)
INV IN: 240.81 (B)
INV IN: 242.41 (8010)
INV OUT: 240.81
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LEGEND:
EIP 0 EIP-EXISTING IRON PIPE
EPKQ EPK-EXISTING PK NAIL
ERB0 ERB-EXISTING REBAR
CID o CP-COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
HW - HARDWOOD
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
- - RIGHT-OF-WAY
- - — - --- - — - - SETBACK LINE
ss SANITARY SEWER LINE
wL WATER LINE
// OVERHEAD UILITY
X FENCE LINE
TREE LINE
1 x 208.47'SPOT ELEVATION
1 BENCHMARK
I 0 SIGN
pp UTILITY POLE
C GUY WIRE
1 ❑E ELECTRICAL PEDESTAL
I ❑T TELEPHONE PEDESTAL
0 CABLE PEDESTAL
I
D4 WATER VALVE
I FIRE HYDRANT
Loi WATER METER
I S SANITARY SEWER MANHOLE
I 'CO CLEANOUT
TREE
GRAVEL
F0,777-1 ASPHALT
?f'•'��SS /0 •
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nAL
1, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
EXIS F, I AROT
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK 966, PAGE 942 OR OTHER REFERENCE SOURCE
THAT THE BOUNDARIES NOT
SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN
BOOK ____, PAGE ____ OR OTHER REFERENCE SOURCE
THAT THE RATIO OF PRECISION
OR POSITIONAL ACCURACY IS 1:10,000+;
AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH
CAROLINA (21 NCAC 56. 1600) AND WAS PREPARED IN
ACC S MY
HAN A A IFfNLxX F 2 1
--INJU
NQ RELC��L �F)ASE) 0 C0 NI�LJ%T ---
PRO SSIONAL LAND S.
I
{
pp
SSMH #8759
r RIM: 245.59
INV IN: 238.40
INV OUT: 238.43
SB_
III ERB
i
DWELLING
FFE: 249.44
rn
04 / CV 5
3\ NSF
o) THOMAS HARVEY ADAMS & WIFE,
ul) SHEILA G. ADAMS
ca
DB 295, PG 224 j
va
24i
r 253 " f 2'S3
1"9
254
1,12 N89'44'04"W 1" S89'25'17"E 100.98' TIE
ER8 / EIP CONTROL 72714R s 1P
N
x x ? E: 1,833,77
iJC GRID NAD 83 83
\ (NSRS 2007)
c�
l �
f N/F
N/F r C. B. CAMERON HEIRS
STEVEN HATLEY AND WIFE, C/O KAY SOJOURNER
ANGELA HATLEY DB 99, PG 223
DB 708, PG 1032
NOTES_
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHER4YSE NOTED.
2. COMBINED SCALE FACTOR: 0.99988278
LOCALIZATION FLINT N: 541,223.399 E: 1,932,912.006
I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" CONTROL EST,:3LISHED VIA NORTH CAROLINA GEODETIC 1
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY SURVEY VIRTUc._ REFERENCE SYSTEM. 1
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT 3. THE HORIZONT:-_ AND VERTICAL CONTROL FOR THIS SURVEY
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE WERE ESTABLi-FD USING THE NORTH CAROLINA GEODETIC
COD AND SURVEY VIRTU REFERENCE SYSTEM.
4. LINES NOT SUP ,EYED ARE SHOWN AS DASHED LINES FROM
SEA T (� �D 1 AREA: (BY COORDINATE COMPUTATION)
INFORMATION FERENCED ON THE FACE OF THIS MAP. 194,282 SF (4.46 AC)
5. NONCONFORMf'. STRUCTURES HAVE NOT BEEN CREATED BY
-QLR A EI3 Q ST U( l THIS SURVEY.
-- 6a -- . THIS St:'c :%E'r DONE WITHOUT BENEFIT OF A TITLE SEARCH PROFESSIONAL LAND SURVEYOR _ _ PIN N0: 694351801048
AND; Iv P a.SET _`N REFERENCED INFORMATION SHOWN HERE ON.
C,TH=.I C..-''LY, IS Cr RECORD MAY EXIST WHICH COULD
AI" E l -�-.S jPER Y. NO R*SPONSIBILITY IS ASSUMED BY ZONING:• R-8 j
!'HE ANY "ONrTT 0NS WHICH MAY PRESENTLY 25' FRONT f
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS EXIST L'W A ;;' KNOWN OR REFERENCED HERE ON, SUCH AS 10' MINIMUM SIDE INTERIOR
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY BUT INC, :'_ .. HAZARDOUS WASTE MATERIALS, 25' MINIMUM SIDE CORNER J
UNDER MY SUPERVISION. THIS CPS SURVEY WAS PERFORMED EASCMENTS, _- iE-DREES, AND FLOOD AREAS. !
TO C-211 FGCC SPECIFICATIONS RTK CPS WITH VRS FIELD 7- LOCCA i Ci� j G' ;LI� L NDERGROUND UTILITIES LYING WITHIN THIS 20' REAR
PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED MAPPED �'r?F .±A',' NOT BE SHOWN ON THIS PLAN, GRAPHIC SCALE
THROUGH A GRID TO GROUND ADJUSTMENT USING THE DFVE;_OF'E PS ,_ - C,DINTRACTORS SHOULD NOT ONLY MAKE REFERENCES:
COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WAS SIJBSURF-'.CE , VESTIGATIONS BUT SHOULD ALSO ALLOW FOR DB 99, PG 223 40 0 20 40 a0
PER 5700 CONI;NGENC'E_ 'WHICH MIGHT ARISE BY REASON OF DB 290, PG 692
REC ENCOUNTERIN; UNRECORDED LINES OR OF LINES BEING IN DB 295, PG 224
FINAL DRA I Nu DIFFERENT I-C=aTiONS THAN INDICATED ON THIS SURVEY- DB 708, PG 1032
8, THIS PROPER I DOES NOT LIE WITHIN A FLOOD ZONE DB 966, PG 942
�J-EELEAS� �s��Qj ,��J --- ACCORDING T_ MAP# 3710943500J OF THE FLOOD INSURANCE PB 161, PG 30 ( IN FEET )
RATE, DATED _CTOBER 17, 2006. PB 283, PG 2 1 inch - 40 ft.
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160
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REVISIONS
PROJECT NAME
CUMBERLAND
PARK
EXISTING
CONDITIONS
CLIENT
LORRAINE MOHLER
7670 Raeford Road
Fayetteville, Noah Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
RON
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
666
DRAWING SCALE
HORIZONTAL: 1 "-40'
DATE SURVEYED
DECEMBER 19, 2011
SHEET NUMBER
C-1 00
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