NCC220838_Site Plan or Location Map_20220222

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NEW HOPE TOWNSHIP
CHATHAM COUNTY, NORTH CAROLINA
SITE CONSTRUCTION DRAWINGS
REGULATORY REVIEW SET ISSUED AUGUST 4, 2021
REVISED: DECEMBER 2, 2021
REVISED: JAN UARY 17, 2022
WATER
SITE DEVELOPMENT
LEGEND
MISCELLANEOUS UTILITIES
W
EXISTING WATERLINE
EX. STORM SEWER PIPE
o-
EX. LIGHT POLE
W
WATERLINE
PROPOSED STORM SEWER
EX. LIGHT (WALL PACK)
EX. VALVE
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EX. STORM STRUCTURE
PROPOSED LIGHT POLE
N
PROPOSED WATER VALVE
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CATCH BASIN
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EX. UTILITY POLE
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POST INDICATOR VALVE (PIV)
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DROP INLET
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UTILITY POLE
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EX. WATER METER
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EX. STORM SEWER MANHOLE
EX. GUY WIRE
w_M
WATER METER
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STORM SEWER MANHOLE
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EX. ELECTRICAL METER
Z.
EX. FIRE HYDRANT
EX. ELECTRICAL EQUIPMENT
RD
EX. ROOF DRAIN LEADER
IK
FIRE HYDRANT ASSEMBLY
OHP
EX. OVERHEAD ELECTRIC LINE
RD
ROOF DRAIN LEADER
D
REDUCER FITTING
OHP
PROPOSED OVERHEAD ELECTRIC LINE
O
EX. ROOF DRAIN DOWNSPOUT
PLUG FITTING
UGP
EX. UNDERGROUND ELECTRIC LINE
®
ROOF DRAIN DOWNSPOUT
i T i
WATERLINE TEE
UGP
PROPOSED UNDERGROUND ELECTRIC LINE
EX. CURB AND GUTTER
WATERLINE CROSS
T
EX. TELEPHONE PEDESTAL
CURB AND GUTTER
V
FIRE DEPARTMENT CONNECTION (FDC)
O
TELEPHONE PEDESTAL
- -
EXISTING PROPERTY LINE
C 0�
WATERLINE BLOWOFF
O
EX. TELEPHONE MANHOLE
PROPERTY LINE
is
EX. WELL CASING
OHT
EX. OVERHEAD TELEPHONE LINE
BENCHMARK AND/OR SURVEY
CONTROL MARKER
OHT
OVERHEAD TELEPHONE LINE
SANITARY SEWER
�8-$
SOIL BORING LOCATION
OFO
EX. OVERHEAD FIBER LINE
SS
EXISTING SANITARY SEWER
LIMITS OF DISTURBANCE
OFO
OVERHEAD FIBER LINE
SAN
SANITARY SEWER MAIN
EX. TREE
OEX.
SEWER MANHOLE
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EX. CABLE PEDESTAL
EX. SHRUB
O
SEWER MANHOLE
OHC
EX. OVERHEAD COMMUNICATIONS LINE
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EX. FENCE
OCO
CLEANOUT
OHC
OVERHEAD COMMUNICATIONS LINE
x
PROPOSEDFENCE
n
EXISTING CLEANOUT
UGC
EX. UNDERGROUND COMMUNICATIONS LINE
----323---
EX. TOPOGRAPHIC CONTOUR
NATURAL GAS
UGC
UNDERGROUND COMMUNICATIONS LINE
o
PROPOSED TOPOGRAPHIC CONTOUR
G
EX. GAS LINE
TC 326.25
OHU
EX. OVERHEAD UTILITY LINE -MULTIPLE UTILITIES
BC 325.75
PROPOSED SPOT ELEVATION
G
GAS LINE
0
BOLLARD
EX. SIGN
EX. GAS VALVE
OEIP
PROPERTY MARKER/IRON PIPE
T
SIGN
®
EX. GAS METER
0
EX. SURVEY MONUMENT
CIVIL DRAWING INDEX
COVER SHEET
C-00
EXISTING CONDITIONS AND DEMOLITION PLAN
C-01
SITE LAYOUT & UTILITY PLAN
C-02
SITE GRADING & DRAINAGE PLAN
C-03
STORMWATER SCM NOTES AND DETAILS
C-04
SITE HYDROLOGY MAP
C-05
STORM DRAINAGE PIPING PROFILES
C-06
EROSION & SEDIMENT CONTROL PLAN -INITIAL PHASE
C-07
EROSION & SEDIMENT CONTROL PLAN-CONST. PHASE
C-08
NCG01-NOTES & DETAILS
C-09
LANDSCAPING PLAN
L-01
LANDSCAPING NOTES & DETAILS
L-02
SITE DETAILS I
D-01
SITE DETAILS II
D-02
UTILITY DETAILS I
D-03
UTILITY DETAILS II
D-04
STORM DRAINAGE DETAILS I
D-05
STORM DRAINAGE DETAILS II
D-06
EROSION CONTROL DETAILS I
D-07
EROSION CONTROL DETAILS II
D-08
EROSION CONTROL DETAILS III
D-09
TOTAL NUMBER OF SHEETS: 21
CIVIL SERIES DRAWING ABBREVIATIONS:
@/-AT
DS-DOWNSPOUT
MECH-MECHANICAL
R/W-RIGHT OF WAY
AC -ACRE
EA -EACH
MH-MANHOLE
READ -REQUIRED
AFG- ABOVE FINISHED GRADE
EIP-EXISTING IRON PIPE
MIN -MINIMUM
RCP -REINFORCED CONCRETE PIPE
APPR-APPROXI MATE
ELEC-ELECTRICAL
MJ-MECHANICAL JOINT
SAN-SANITARY SEWER
ASSY-ASSEMBLY
E/P-EDGE OF PAVEMENT
NIC-NOT IN CONTRACT
SDWK-SIDEWALK
B/C-BOTTOM OF CURB
EX -EXISTING
OHE-OVERHEAD ELECTRIC
SF -SQUARE FOOT
BOC-BACK OF CURB
F/C-FACE OF CURB
OHP-OVERHEAD POWER
SPT-SPOT GRADE
B/L -BASE LINE
FDC-FIRE DEPARTMENT CONNECTION
OHT-OVERHEAD TELEPHONE
SS -SANITARY SEWER
BM -BOOK OF MAPS
FDPS-FULL DEPTH PAVED SHOULDER
PB-PLAT BOOK
STA-STATION
BMP-BEST MANAGEMENT PRACTICE
FFE-FINISHED FLOOR ELEVATION
PC -POINT OF CURVATURE
STD -STANDARD
BW-BOTTOM OF WALL
FG-FINISHED GRADE
PED-PEDESTRIAN
STM-STORM
CB -CATCH BASIN
FH-FIRE HYDRANT
PG -PAGE
STMH-STORM SEWER MANHOLE
C&G-CURB AND GUTTER
F/L-FLOW LINE
PH -PHASE
SWM-STORMWATER MANAGEMENT
C/L-CENTERLINE
FM -FORCE MAIN
PI -POINT OF INTERSECTION
T-TELEPHONE
CL-CLASS
FT -FOOT
PIV-POST INDICATOR VALVE
TB -THRUST BLOCKING
CMP-CORRUGATED METAL PIPE
G-GAS
PKG-PARKING
T/C-TOP OF CURB
CO-CLEANOUT
GND-GROUND
P/L-PROPERTY LINE
TCM-TELEPHONE MANHOLE
COMM-COMMUNICATIONS
GV-GATE VALVE
PS -PUMP STATION
TS&V-TAPPING SLEEVE AND VALVE
CONC-CONCRETE
HDPE-HIGH DENSITY POLYETHYLENE
PT -POINT OF TANGENCY
UGE-UNDERGROUND ELECTRIC
CONN-CONNECTION
HORIZ-HORIZONTAL
PP -POWER POLE
UNK-UNKNOWN
CY-CUBIC YARD
IN -INCHES
PVC -POLYVINYL CHLORIDE
UP -UTILITY POLE
DB-DEED BOOK
INV-INVERT
PVMT-PAVEMENT
VAR -VARIABLE
DCV-DOUBLE CHECK VALVE
IP-IRON PIPE
PWR-POWER
VERT-VERTICAL
DDCV-DOUBLE DECTECTOR CHECK VALVE
IPS-IRON PIPE SET
R-RADIUS
W/-WITH
DI -DROP INLET
L-LENGTH
RD-ROOF DRAIN
WM-WATER METER
DIP -DUCTILE IRON PIPE
LF-LINEAR FOOT
RJ-RESTRAINTED JOINT
W/O -WITHOUT
DR -DRIVEWAY
LP -LIGHT POLE
RPZ-REDUCED PRESSURE ZONE
W/L-WATERLINE
LS-LIFT STATION
WSEL-WATER SERVICE ELEVATION
WV -WATER VALVE
Civil Engineer
Shipman Engineering, PLLC
NC License # P-1963
137 Middlegreen Place
Holly Springs, NC 27540
919.900.0006
Contact: Zak Shipman, PE
[e-mail]
Land Surveyor
Taylor Land Consultants, PLLC
1600 Olive Chapel Road, Suite 140
Apex, NC 27502
919.801.1104
Contact: Mr. Jeremy Taylor, PLS
[e-mail]
Developer
Artisan Quality Roofing, Inc.
1600 Olive Chapel Road, Suite 144
Apex, NC 27502
Contact: Mr. Abel Figueroa
[e-mail]
919.656.6319
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHATHAM COUNTY STANDARDS AND SPECIFICATIONS
CHAPEL" Rp:
VICINITY MAP
SCALE: 1 "=1000'
20
k
PLAT BOOK REFERENCE:
PB 2003 PG 264-LOT #2
SURVEY DATUM INFORMATION
HORIZONTAL DATUM: NAD83-NORTH
CAROLINA STATE PLANE
VERTICAL DATUM: NAVD88
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DESIGNED BY:
WZS
DRAWN BY:
WZS
CHECKED BY:
WZS
DRAWING DATE:
06-28-21
SE PROJECT #:
2020-003
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SHEET NUMBER:
C-00