NCC216983_Site Plan or Location Map_20220106

PARCEL B
P.B. 79 PG.22
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SAMANTHA N.BUGNER
DB 1566 PG 702
PARCEL NO. 181204
SAMANTHA N. BUGNER
P.B.83 PG.76
D.B. 1566 PG.702
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78 46 131.27'
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57.43' (22
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HERITAGE PLACE �6 ,
PHASE 2 \ \
P.B. 82 PG. 92 \ HERITAGE PLACE \ \ \
\ PHASE 2
P.B. 82 PG. 92
HERITAGE PLACE
PHASE 1 \ \
P.B. 79 PG.69 \
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\ JOEY HILL I
DB 1552 PG 1118
\ PARCEL NO. 163969 I
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ROBERT L. CROUCH
DB 1353 PG 284
PARCEL NO. 140810
JOSEPH M. POWELL
DB 1103 PG 943
PARCEL NO. 163831
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360 Sq.ft. /
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EXISTING FH
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-7- FRANCES S. ESTES
PB 46 PG 77
PARCEL NO. 163830
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30' R \
3/4" WM \ 6" X 2" TAPPING SLEEVE
3/4" WM & 2" TAPPING VALVE
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HERITAGE PLACE '
PHASE 3 SECTION 1
P.B. 87 PG. 57 /
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PHASE 1
- _ P.B. 79 PG. 69���
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NOTES:
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VICINITY MAP
1" = 1000'
THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING.
THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS -OF -WAY OF
RECORD PRIOR TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF
A
INSPECTION.
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THIS MAP WAS PREPARED WITH OUT THE BENEFIT OF A TITLE REPORT AND DOES NOT
NECESSARILY INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY.
TOPOGRAPHIC INFORMATION PROVIDED BY C. E. ROBERTSON & ASSOCIATES, P.C.
BOUNDARY INFORMATION TAKEN FROM PB 79 PG 53, PB 79 PG 69, PB 82 PG 92, PB 83 PG 76
AND PB 87 PG 57.
NO SURVEYING OR SUBSURFACE INVESTIGATIONS PERFORMED BY STOLTZFUS
ENGINEERING, INC.
PARCEL DATA: DIMENSIONAL STANDARDS RP ZONING:
TOTAL ACREAGE:
8.47 AC. +/- DENSITY AVERAGE (DWELLING UNITS PER ACRE)
DEED REF: DB 1525. PG. 2374
EXISTING ZONING:
RP (Residential Protected) WITHOUT PUBLIC WATER OR SEWER 1.45
PROPOSED USE: RESIDENTIAL WITH PUBLIC WATER 1.7
WITH PUBLIC WATER AND SEWER
"TO OBTAIN PUBLIC WATER/SEWER REZONING TO RM IS REQUIRED
MIN. LOT WIDTH AT BUILDING LINE
6'
SHOULDER
1" PER FT.
LOCAL ROAD (MAJOR SUBDIVISION)
STATE MAINTAINED ROADS
MIN. STREET FRONTAGE
CUL-DE-SAC LOT
LOCAL ROAD (MAJOR SUBDIVISION)
TWO LANE STATE MAINTAINED ROAD
ROADWAY - THREE LANES OR MORE
MIN. STREET (FRONT) SETBACK
LOCAL ROAD
TWO LANE STATE MAINTAINED ROAD
ROADWAY - THREE LANES OR MORE
MIN. INTERIOR SETBACK
SIDE
REAR
STREET SIDE/CORNER
ACCESSORY BUILDING (SIDE/REAR)
MAX. BUILDING HEIGHT
I
I
50' R/W
20' PAVEMENT 6' 5'
SHOULDER DITCH
L 1" PER FT.
40
100
25
40
50
100
15
35
50
10
15
20
10
99
ALL CONSTRUCTION TO BE TO N.C. D.O.T. STANDARDS 8" ABC
& SPECIFICATIONS. 2" SF9.5A ��IJ II
AVERAGE RATE: 220 Ibs./sy.
CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO ABC 1:1
CONSTRUCTION.
RESIDENTIAL ROAD
N.T.S. /
LEGEND
OWATER METER BOX (WM)
® WATER VALVE (WV)
OSTORM MANHOLE (STMH)
UTILITY POLE
4�7 LIGHT POLE
-4 GROUND LIGHT
• GUY WIRE
® YARD INLET (YI)
Gv
GAS VALVE
— ❑HU OVERHEAD POWER LINE
--[-- GAS LINE
WATER LINE
uE UNDERGROUND ELECTRICAL
x FENCE LINE
v y Y- y Y. WOODSLINE (TYR)
O��pN MUST
TILlTY PROTC „N
P�` rbti0�
�"'Y -76�
BEFORE YOU DIG!
CALL 811 N.C. ONE -CALL CENTER
IT'S THE LAW!
40
FIRE HYDRANT (HYD)
O SANITARY SEWER MANHOLE (SSMH)
O CLEAN OUT
DB DEED BOOK
PB PLAT BOOK
PG PAGE
R/W RIGHT-OF-WAY
E/P EDGE OF PAVEMENT
E/G EDGE OF GRAVEL
CONC CONCRETE
RCP REINFORCED CONCRETE PIPE
DI DROP INLET
CI CURB INLET
FIFE FINISH FLOOR ELEVATION
BSMT BASEMENT
TIRED TELEPHONE PEDESTAL
THH TELEPHONE HAND HOLD
DMUE DRAINAGE MAINTENANCE & UTILITY EASEMENT
0 EIP EXISTING IRON PIPE
SIPS IRON PIN SET
• COMPUTED POINT
0 CM CONCRETE MONUMENT
CH CHORD
DE DRAINAGE EASEMENT
SHEETINDEX
SHEET TITLE
SHEET #
SITE/UTLITY PLAN
CI
PLAN AND PROFILE SHEET
C2
GRADING AND EROSION CONTROL
C3
DETAIL SHEET (WATER)
C4
DETAIL SHEET (WATER)
C5
DETAIL SHEET (EROSION CONTROL)
C6
DETAIL SHEET (EROSION CONTROL)
C7
SELF INSPECTION AND STABLIZATION SHEET
E1
SELF INSPECTION AND STABLIZATION SHEET
E2
GRAPHIC SCALE
0 20 40 80
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DRAWN BY: RDT
CHECKED BY:BBN
DATE: 9/14/21
PROJECT NO.:1806.03
REF. NO.:
SCALE: 1" = 40'
=O;Q4oF 7 oY
SEAL23544
9/14/21
C 1
\\CAD6\Users\0wner\Dropbox\SEI Projects\1806-03 RakestrawHeritageRoad\dwg\LEGACY LANE BASE1.dwg, 11/3/2021 2:10:17 PM
( IN FEET )
1 inch = 40 ft,