NCC216818_Site Plan or Location Map_20211209

230C W. Pennsylvania Ave.
Southern Pines, NC 28387
Voice 910-725.1107
www.crawforddsn.com
Landscape Architecture ♦ Fayetteville, INC Civil Engineering ♦ Southern Pines, INC
Crawford Design Company © Copyright 2021
All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the
property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a
proper agreement and appropriate compensation.
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COVER SHEET
EXISTING CONDITIONS - SURVEY
SITE - LAYOUT PLAN
GRADING PLAN
DETAILS
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SITE
PHASE 4
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TKCSJM HARRIS, LLC
G R E T C I I E N
PHASE 4
Property Identification Number:
Property Address / Location:
853500609241
Gretchen Road
Address / Location
PINES
ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON THIS
SHEET SHALL APPLIED TO ALL CONTRACT DOCUMENTS AND SHEETS IN THIS SET.
1. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE JOB SITE.
2. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED.
3. THE INTENT OF THE LIMITS OF CONSTRUCTION (LOC) SHOWN ON THE DRAWINGS IS TO DEFINE THE GENERAL AREA TO CONSTRUCT, INSTALL
AND/OR MODIFY THE SITE IMPROVEMENTS. TYPICALLY, THE LOC WILL FOLLOW RIGHT-OF-WAY OR PROPERTY BOUNDARIES. HOWEVER, THE LOC
MAY BE SHOWN IN CERTAIN LOCATIONS FOR READABILITY AND CLARITY PURPOSES. THE CONTRACTOR SHALL CONTACT THE OWNER'S
REPRESENTATIVE REGARDING ANY QUESTIONS AS TO THE EXACT LOCATION OF THE LOC PRIOR TO BID AND PRIOR TO BEGINNING
CONSTRUCTION. ALL ITEMS SHOWN ON THESE PLANS THAT DO NOT SPECIFICALLY STATE'NOT-IN-CONTRACT (NIC)' SHALL BE INCLUDED IN THE BID
COST, INCLUDING ITEMS THAT MAY BE OUTSIDE THE LOC BOUNDARY.
4. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS SUPPLEMENTED BY FIELD INSPECTIONS AND SHOULD
INDICATE IN GENERAL THE TYPE OF UNDERGROUND FACILITIES NOW IN SERVICE. LOCATIONS SHOWN ARE NOT GUARANTEED. DEVELOPERS OR
CONTRACTORS SHALL NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW FOR CONTINGENCIES WHICH MIGHT ARISE BY
REASON OF ENCOUNTERING UNRECORDED LINES OR LINES BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS PLAN. AT LEAST 72-HOURS
PRIOR TO ANY CONSTRUCTION ACTIVITY, EXCAVATION, GRADING, OR DIGGING ON THE SITE, THE GENERAL CONTRACTOR SHALL NOTIFY ALL
UTILITY COMPANIES TO VERIFY AND/OR FIELD -LOCATE THEIR RESPECTIVE UTILITIES (THE NORTH CAROLINA ONE CALL CENTER - 1-800-632-4949).
ALL DAMAGE INCURRED TO EXISTING UTILITY LINES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTORS EXPENSE.
5. ALL WASTE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE.
6. A FORMAL EROSION AND SEDIMENTATION CONTROL PERMIT IS REQUIRED FOR THIS SITE UNDER THE REGULATIONS OF THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY NCDEQ . THE GENERAL CONTRACTOR IS REQUIRED TO AND SHALL FOLLOW ALL LOCAL STATE AND
FEDERAL REGULATIONS TO MINIMIZE EROSION AND THE TRANSPORT OF SEDIMENT OFF -SITE DURING CONSTRUCTION, INCLUDING THE
PLACEMENT AND MAINTENANCE OF CONTROL MEASURES. ALL MEASURES REQUIRED SHALL BE INCLUDED IN THE BID COST WHETHER
SPECIFICALLY INDICATED OR NOT.
7. ALL PARKING STRIPES SHALL BE 4" WIDE AND SHALL BE MARKED WITH STANDARD WHITE TRAFFIC PAINT. ALL ISLANDS AND TRAFFIC ARROWS
SHALL BE MARKED WITH STANDARD WHITE TRAFFIC PAINT.
8. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL MOORE COUNTY & STATE REQUIREMENTS.
9. DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE SURFACES SHALL BE SEEDED AND STABILIZED PER SPECIFICATIONS.
10. ACCESSIBLE PARKING SPACES ACCESS AISLES & SIGNAGE SHALL BE PROVIDED BY THE GENERAL CONTRACTOR AND INSTALLED PER FEDERAL
STATE, AND LOCAL REQUIREMENTS UNDER THE AMERICANS WITH DISABILITIES ACT (ADA). STANDARD R7-8 RESERVED PARKING AND MAXIMUM
PENALTY $250 NCGS 20.37.6 SIGNS MUST BE INSTALLED IN FRONT OF ALL ACCESSIBLE PARKING SPACES. "VAN ACCESSIBLE" SIGNS MUST BE
PROVIDED IN FRONT OF THE VAN ACCESSIBLE PARKING SPACE(S).
11. ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND SIGNALS SHALL BE DESIGNED, INSTALLED AND MAINTAINED IN
COMFORMANCE WITH THE STANDARDS SET FORTH IN THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
12. THESE PLANS INDICATE THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED AND/OR, RELOCATED. HOWEVER, THE CONTRACTOR SHALL
DEMOLISH AND/OR RELOCATE ALL MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED ON THESE PLANS TO PROVIDE A CLEAN SITE
FOR THE INSTALLATION OF THE NEW IMPROVEMENTS.
13. SURVEY, BASE MAPPING, & TOPOGRAPHICAL DATA PROVIDED BY Matthews Land Surveying and Mapping, PLLC 10 Courthouse Square
Carthage, NC 28327 Phone: [phone]
14. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING TREE PROTECTION FENCING AROUND ALL "AT -RISK" TREES WITHIN THE
VICINITY OF THE CONSTRUCTION ACTIVITY WHETHER SPECIFICALLY INDICATED ON THE PLANS OR NOT. TREE PROTECTION FENCING SHALL BE
INSTALLED PRIOR TO BEGINNING ANY CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITIES, AND SHALL BE MAINTAINED AT ALL TIMES
THROUGHOUT THE DURATION OF THE PROJECT UNTIL FINAL SITE INSPECTION. REFER TO CONSTRUCTION PLAN DETAIL SHEETS FOR TREE
PROTECTION DETAIL(S).
15. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY FOR APPROVAL
TO REMOVE ALL CONSTRUCTED TEMPORARY & PERMANENT EROSION & SEDIMENTATION CONTROL MEASURES, AND FOR THE APPROVAL OF
PERMANENT GROUND COVER.
16. CONTRACTOR SHALL INSTALL A RAIN GAUGE AND MAINTAIN A MONITORING LOG ACCORDING TO NCDEQ REQUIREMENTS UNTIL THE AGENCY HAS
RELEASED THE SITE.
17. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ACCORDING TO NCDOT REQUIREMENTS DURING THE CONSTRUCTION OF IMPROVEMENTS IN
THE RIGHT-OF-WAY.
18. CONTRACTOR SHALL PROVIDE RED -LINE PRINTS OF ALL CHANGES AND MODIFICATIONS. THIS INFORMATION SHALL BE PROVIDED TO THE
DESIGNER OF RECORD AT THE TIME OF SUBSTANTIAL COMPLETION.
Owner / Client Contact:
Owner / Client Address:
Owner / Client Phone & Fax:
TKCSJM HARRIS , LLC - Steve Harris
208 J DOWDY ROAD, CARTHAGE NC 28327
Ph.: [phone]
EXISTING
NEW
CABLE / TELEVISION
CA
CA
CENTER LINE
—
—
CONTOUR LINE
1 OO
100—
DIVERSION BERM
N/A
­111— DB
EASEMENT
FENCE
X
X
FENCELINE 1
0
FENCELINE 2
13
El
FIBER OPTIC
FO
FO
FORCE MAIN
FM
FM
NATURAL GAS
G
G
LIMITS OF CONSTRUCTION
N/A
LW
OVER HEAD ELECTRIC
OE
OE
PROPERTY LINE
PROPERTY LINE (ADJACENT)
G
N/A
RAIL ROAD TRACKS
RIGHT OF WAY
R/W
R/W
SANITARY SEWER
S
S
SEDIMENT FENCE
N/A
SF
SLOPE DRAIN
N/A
SPD
SLUDGE RETURN LINE
SR
SR
STORM DRAIN
SD
SDI
SWALE/DITCH LINE
F
,
TELEPHONE
T
T
UNDERGROUND ELECTRIC
FE
UE
WATER
W
W
ASPHALT PAVEMENT
(STANDARD)
ASPHALT PAVEMENT (HEAVY
N/A
DUTY)
CONCRETE
C
a m
o
a
GRASS/SOD
N/A
GRAVEL
C
GRAVEL CONST. ENTRANCE
N/A
PAVERS
F
SEDIMENT TRAP
N/A
SOIL
C
:1
N/A
VELOCITY DISSIPATION / RIP
RAP PROTECTION
�ffl
ri
WETLAND AREA
i i
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/ / / /
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EXISTING NEW
NOTE BUBBLE (GRADING) N/A 0
NOTE BUBBLE (SITE) N/A 0
NOTE BUBBLE (UTILITY) N/A
PLUG
POROUS BAFFLES N/A
POST INDICATOR VALVE
POWER/TELEPHONE POLE
REDUCER/INCREASER
RIDGE LINE N/A 4
ROCK PIINLET N/A
PROTECTION �
SIGNAGE
TELEPHONE PEDESTAL
° � °varies
TREE/SHRUB
TRENCH DRAIN
WATER METER/VAULT
WATER VALVE
WHEELSTOP E: = 0
YARD INLET
PROJECT EROSION CONTROL MEASURES
TEMPORARY SEDIMENT N/A
FENCE
TEMPORARY GRAVEL N/A
CONSTRUCTION ENTRANCE
TEMPORARY SKIMMER BASIN
N/A
WITH POROUS BAFFLES
ACCESSIBLE RAMP
Q
TEMPORARY DIVERSION
SWALE
N/A
L
AREA LIGHT
�"
( )
Y
TEMPORARY SEDIMENT TRAP
N/A
BACK FLOW PREVENTION
WITH POROUS BAFFLES
ASSEMBLY
BEND
N/A/
TREE PROTECTION FENCE
N/A
BLOCK& GRAVEL INLET
N/A
I I I
PROTECTION
I L I
ELM
SILT FENCE OUTLET
N/A
CHECKDAM
N/A
'
TEMPORARY HARDWARE
CLOTH & GRAVEL INLET
N/A
PROTECTION
CLEAN OUT
VELOCITY DISSIPATION /RIP
N/A
RAP PROTECTION
CURB &GUTTER
ROCK PIPE INLET
N/A
CURB & GUTTER (SPILL OFF)
N/A
PROTECTION
CURB INLET
Wi
DROP INLET
F_J
DUMPSTER UNIT
r T
L
ELECTRICAL TRANSFORMER
FIRE HYDRANT ASSEMBLY
FLARED END SECTION
GAS METER
W
GAS VALVE
W
GRADE BUBBLE
+ 1 00.00
UD•DU
(TOP -ELEVATION)
GRADE BUBBLE
(FINISH -GRADE)
+ 1 00.00
100.00
GUY WIRE
E—
HARDWARE CLOTH & GRAVEL
N/A
a Oa
HEAD WALL
—
JUNCTION BOX
LIFT STATION
0
MAN HOLE
L--J
O
O
NOTE BUBBLE (DEMOLITION)
N/A
NEW
ISFI
Abbreviation: Description:
A/C
AIR CONDITIONING
ADJ
ADJACENT
AFF
ABOVE FINISH FLOOR
AL
AREA LIGHT
APX
APPROXIMATE
ASBY
ASSEMBLY
ASPH
ASPHALT
AUTO
AUTOMATIC
B.O.
BLOW -OFF
B.V.
BALL VALVE
B/W
BETWEEN
BFF
BELOW FINISH FLOOR
BLDG
BUILDING
BOC
BACK OF CURB
BOW
BOTTOM OF WALL
BX
BOX
CF
CUBIC FOOT
Cl
CURB INLET
CL
CENTER LINE
CMS
CONCRETE MONUMENT SET
CMU
CONCRETE MASONARY UNIT
CONC
CONCRETE
CONSTR
CONSTRUCTION
CONTR
CONTRACTOR
CTI
CAST IRON
CY
CUBIC YARD
D
DEPTH
DEMO
DEMOLISH (DEMOLITION)
DI
DUCTILE IRON
DIA
DIAMETER
DIM
DIMENSION
IDS
DOWNSPOUT
DWG
DRAWING
ECM
EXISTING CONCRETE MONUMENT
EIP
EXISTING IRON PIPE
EIS
EXISTING IRON STAKE
ELEC
ELECTRIC (ELECTRICALLY)
ELEV
ELEVATION
ELMH
ELECTRICAL MANHOLE
ENCL
ENCLOSURE
EOC
EDGE OF CONCRETE
EOP
EDGE OF PAVEMENT
EQPT
EQUIPMENT
ESMT
EASEMENT
EX
EXISTING
EXCV
EXCAVATE (EXCAVATION)
EXT
EXTERIOR
FES
FLARED END SECTION
FFE
FINISH FLOOR ELEVATION
FH
FIRE HYDRANT
FIN
FINISH
FLR
FLOOR
FNC
FENCE
FO
FIBER OPTIC
FOBX
FIBER OPTIC BOX
FOC
FACE OF CURB
FT
FOOT
G.V.
GATE VALVE
GA
GAUGE
GALV
GALVANIZE
GND
GROUND
GRAV
GRAVEL
HDPE
HIGH DENSITY POLYETHYLENE
HORZ
HORIZONTAL
HT
HEIGHT
HVAC
HEATING / VENTILATIING / A/C
HVD
HEAVY DUTY
HW
HEAD WALL
IN
INCH
INT
INTERIOR
INV
INVERT
ISS
IRON STAKE SET
JB
JUNCTION BOX
JNT
JOINT
Abbreviation: Description:
L LENGTH, LEFT
LF LINEAR FOOT
LFT LEFT
MAX
MAXIMUM
MIN
MINIMUM
MISC
MISCELLANEOUS
MON
MONUMENT
NIC NOT IN CONTRACT
NTS NOT TO SCALE
O.C. ON CENTER
O/H OVER HEAD
PC
POINT OF CURVATURE
PI
POINT OF INTERSECTION
PIV
POST INDICATION VALVE
P/L
PROPERTY LINE
PP
POWER POLE
PT
POINT OF TANGENCY
PVC
POLYVINYL CHLORIDE
PVMT
PAVEMENT
R
RADIUS, RIGHT
R.J.
RESTRAINED JOINT
R/W
RIGHT OF WAY
RCP
REINFORCED CONCRETE PIPE
RDCO
ROOF DRAIN CLEAN OUT
RED
REDUCED
REM
REMOVE
RNF
REINFORCE
RQD
REQUIRED
RQMT
REQUIREMENT
RT
RIGHT
SCH
SCHEDULE
SD
STORM DRAIN
SDCO
STORM DRAIN CLEAN OUT
SDMH
STORM DRAIN MANHOLE
SED
SEDIMENT
SF
SQUAREFOOT
SLV
SLEEVE
SPEC
SPECIFICATION
SQ
SQUARE
SS
SANITARY SEWER
SSCO
SANITARY SEWER CLEAN OUT
SSMH
SANITARY SEWER MANHOLE
STA
STATION
STD
STANDARD
STOR
STORAGE
STSL
STAINLESS STEEL
SY
SQUARE YARD
TBM
TEMPORARY BENCHMARK
TEL
TELEPHONE
TEMP
TEMPORARY
THK
THICK
TMH
TELEPHONE MANHOLE
TOG
TOP OF GRATE
TOH
TOP OF HOOD
TOP
TOP ELEVATION
TOW
TOP OF WALL
TPED
TELEPHONE PEDESTAL
TS&V
TAPPING SADDLE & VALVE
TYP
TYPICAL
U/G UNDER GROUND
UTIL UTILITY
VAL VALVE
VERT VERTICAL
W/
WITH
W/O
WITHOUT
WL
WATER LINE
WM
WATER MAIN, WATER METER
WSE
WATER SERVICE ELEVATION
WWF
WELDED WIRE FABRIC
YI
YARD INLET
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ADDITIONAL NOTES
1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION
INDICATED ON COVER SHEET SHALL APPLY TO THIS PLAN
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Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, Nc
116 N. Cool Spring Street ♦ Fayetteville, NC 28301
Voice:910-221-0033 ♦ Fax: [phone]
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PROJECT DETAILS
Project Manager: KSL
CAD Technician: RFN/CER
Reviewed / Approved By:
Project Number: 21024
S C A L E 0 200 400
Full Scale: Horiz.: 1" = 200'
Half Scale: Horiz.: 1" = 400'
ISSUE DATE
10/01 /2021
SHEET NUMBER
C2,1
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