NCC243559_Site Plan or Location Map_20241122

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WORD ROCK DRILLS IN
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ALAMANCE COUNTY, NORTH CAROLINAcn Z 4 toa
-- - \ 1 JOHN T.ADAMS I JOSEPH ROBERTON SHUTT e0' o VI ,T, (" y
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--- � JOHN T.ADAMS KARTS A.ADAMS DEBRA F.SHUTT yy
\ KARTS A.ADAMS I DB 1899 PG 331 BARBARA D.&JON C m M
\ \ \ \ D818540G.94] 3` F K lY1 W
DB 2192 PG 359 RESIDENTIAL W.CROy PB 39 PG 189 C N Y
RESIDENTIAL $ W-p
DB 2478 PG 997 F\\�� \ \\� PB 62 PG.2 S -p N
` \ \\ \ \ \ RESIDENTIAL TpA' I PB.71 PG.172 I Wp)gNE Q
CRFRESIDENTIAL
8 so RK NUR I ROBERT L.HILTON / 1.
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1,,' DEBORAH T.HILTON
EIP ��\ Q OgZ3�f\O S•R, /VV �y Rp DB 2401 PG 646
\ — \ RESIDENTIAL PG. O
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� I I 1"=1,000' cn
NW.5
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EX.PAVED DRIVEWAY I I \ \ M \\ ��� \\\�� \ \ O
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O I I \"Lg� \\ NOTES: /
IR \yll I \ H \�— _ THIS MAP DOES NOT MEET G.S.97-30 AND IS NOT FOR RECORDING. \ ///
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THIS PROPERTY IS SUBJECT TO ANY EASEMENTS,AGREEMENTS,OR RIGHTS-OF-WAY OF RECORD
I I I PRIOR TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION. / \
W —//111 /THIS MAP WAS PREPARED WITH OUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY
y�T INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY.
I \ \ TOPOGRAPHIC AND BOUNDARY INFORMATION TAKEN FROM A SURVEY DONE BY CAROLINA
p EX HOME I ` CORNERSTONE SURVEYING INC.,DATED 08/29/29,FILE N240808,AND SUBSEQUENT INFORMATION O ¢
z ^ I PROVIDED 10/10/26.CN U
NO SURVEYING OR SUBSURFACE INVESTIGATIONS PERFORMED BY STOLTZFUS ENGINEERING,INC. z
U i A
M PARCEL DATA: j>''•+
PROPOSED LOT O z Z e
TIGREVENTURES,LLC pp o, PARCEL#:155897 EOW
DB 4109 PG.859 3 TOTAL ACREAGE: w w m e
PB.53 PG.180 N TOTAL ACREAGE OF COMMERCIAL LOT:18.427 AC+/- N O.Owe
USE:RESIDENTIAL op ACREAGE OF EXISTING DOT R/W:0.164 AC.+/-
J n I-m 5 m
1.27 AC+/-
V NET ACREAGE OF COMMERCIAL LOT:18.263 AC+/-
DEED REF:DB.4109 PG.859
1.18 AC+/-LESS PUBLIC R/WPLAT REF:PB.53 PG 180
ZONING:N/A,PROJECT IS IN ALAMANCE COUNTY WITH NO FJe
ZONING DEFINED. Q I.0
x EXISTING USE:COMMERCIAL w
x (k: PROPOSED USE:COMMERCIAL
2
SR6°13'28"E 187 71 „ " 50 PARKING SPACES PROVIDED.INCLUDING 2 VAN ACCESSIBLE ! 1 N
v \�
x HANDICAP PARKING SPACES
� /BUILDING DATA: Id O s IX
I.L.,I
WESLEV T.MCGEE \ EX.BUILDING SF:7,491 SF
BRANDI R.MCGEE I PROP.BUILDING ADDITION:10,474 SF Q O
DB4445 PG 60 N, TOTAL PROP.BUILDING SF:17,965 SF
LOT 1 I ", PROPOSED COVERED LOADING AREA SF:2,318 SF
PB53 PG180 I O
VACANT
jigs WATERSHED INFORMATION:THIS PROPERTY IS LOCATED IN A WATER
SUPPLY WATERSHED PER THE NCDEO WATER SUPPLY WATERSHED
MAP.THIS PROPERTY IS LOCATED IN THE BALANCE OF STONEY CREEK
WATERSHED.CLASSIFICATION WS-II NSW.THIS IS A PROTECTED AREA.
MAXIMUM IMPERVIOUS AREA=12% A
PROP PROPOSED IMPERVIOUS AREA=82,937 SF(1.913 AC+/-)/795,585
(18.263 AC+/-)=10.42% Z uO
R BUILDING RAYMON L.KAPLAN p¢a p
KAREN S.KAPLAN a>i O
DB 3651 PG 158
U' ` FLOOD INFORMATION:A PORTION OF THIS PROPERTY IS LOCATED IN g�
$ RESIDENTIAL A FLOODPLAIN PER NCFRIS MAP N371088590W,PANEL 8859,DATED _,z a 6
p ` 09/06/2006. G..z'^
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BUILDING DRAWING INDEX:
BUILDI
7,491 SF
COUEB FF COVER SHEET Cl
oNJ4 yj0 o U,A F s7g EXISTING CONDITIONS&CLEARING PLAN C2
G /p use o o , ` y o2 SITE&UTILITY PLAN C3
Ji % cDNe• GRADING&EROSION CONTROL C4
IO 611 /•. AWORKING
e /�r„� �f DETAILS CS
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I Ol ® WATER VALVE INN) NT IHYDI
O N0 CLEAN OUT O STORM MANHOLE ISTMp O SANITARY SEWER MANHOLE(SSW) 99
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BOOK
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RAN RIGHT-OF-WAY
MENT
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PIPE
�G REIN OF RA DRAWN BY:JCM
DC NC CONCRETE
Er CHECKED BY:ARS
® YARD Iry CI CURB INLET CONCRETE
DATE:10/21/2024
INLET IYIIFFE FINISH FLOOR PROJECT NO.:312.05
BSMT BASEMENT A GAS VALVE REF.NO.:
—oH„— OVERHEAD POWER LINE ED TELEPHONE PEDESTAL
SCALE:1"=50'
x—x x SLON M115T CO —"�'---c"— Gas urve DMUE DRAINAGE MAINTENANCE&UTILITY EASEMENT
x •EJQ 11TIUTY pR J
\' 0 OTAcC',0 —v.— WATERLINE o- 0.
GO � l•�t)0 —u.w— UNDERGROUND ELECTRICAL •=SET IRON PIN •�`
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THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE EIP - om R - MIR�
PROPERTY OF THE ENGINEER.THESE DRAWINGS ARE PROTECTED UNDER11
WITHOUT COPYRIGHT MAY NOT BE REPRO OE THE
IN PARTERIN WHOLE N 'Pi BEFORE N.C. E-CDIG! �1 OF
WITHOUT THE SPECIFIC WRITTEN CONSENT OFTHE ENGINEER. CALL 811 N.C.ONE-CALL CENTER
02024 STOLTZFUS ENGINEERING,INC. IT'S THE LAW! (IN FEET)
COMPUTED POINT COMPUTED POINT 1 inch=50 R.