NCC232490_Site Plan or Location Map_20230817

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ABBREVIATIONS SYMBOLS GENERAL NOTES PROPERTY OWNER: _ z N
ABC AGGREGATE BASE COURSE MAX MAXIMUM PARCEL ID NUMBER:PORTION OF 6873-97-4174.000, t-4o
EXISTING NEW DESCRIPTION 1.BOUNDARY,LOCATION AND TOPOGRAPHIC SURVEY INFORMATION WAS PROVIDED FROM A SURVEY COMPLETED PORTION OF 6873-98-5005.000,6873-98-9204.000, _ OLDS >
AC ACRES MH MANHOLE BY ALLIED ASSOCIATES,P.A.EXISTING CONTOURS ARE SHOWN ATI'INTERVALS.PROPOSED CONTOURS ARE ABM RD LL" 0
APPROX APPROXIMATE MIN MINIMUM N 75'15'30"E N 75°15'30"E 6873-99-9566.000 AND 6884-00-1974.000,6873-96-7869.000 (.] 0 K
ASPH ASPHALT MJ MECHANICAL JOINT 310.00' 310.00' PROPERTY LINE SHOWN AT('INTERVALS. LAND ACQUISITION AND DEVELOPMENT SERVICES LLC. C N a
MON MONUMENT 01W RAN POST OFFICE BOX 9147 I
— Z 0 E
B-B BACK OF CURB TO BACK OF CURB MTL METAL RIGHT OF WAY 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING TO ALL APPLICABLE OSHA REGULATIONS ❑ 8
BLDG BUILDING MW MONITOR WELL PERTAINING TO CONSTRUCTION ON-SITE. GREENSBORO,NC 27429 a K CO^
CENTERLINE
BM BENCHMARK _� m
BOO BACK OF CURB N/A NOT APPLICABLE 3.CONTRACTOR SHALL PROVIDE THE NECESSARY SIGNAGE AND FLAGMEN WHEN WORKING WITHIN THE PUBLIC PARCEL ID NUMBER:6873-96-3812.000 CD ZN
EASEMENT ROAD RIGHT-OF-WAY.UTILIZE TEMPORARY TRAFFIC CONTROL DEVICES TO ENSURE THE SAFETY OF Z �_ y�j
BVC BEGIN VERTICAL CURVE NAD 27 NORTH AMERICAN DATUM 1927 LAND ACQUISITION AND DEVELOPMENT SERVICES LLC.
NAD 83 NORTH AMERICAN DATUM 1983 EMPLOYEES AND THE GENERAL PUBLIC. JWJ np C8G CURB AND GUTTER NC NORMAL CROWN SETBACK POST OFFICE BOX 9147 U0W Q 1,IDCAN CABLE TELEVISION NC GRID NORTH CAROLINA GRID 4.COORDINATE WITH ADJACENT PROPERTY OWNERS FOR ANY WORK REQUIRED OUTSIDE OF PROPERTY GREENSBORO,NC 27429 F /? r m
LIMITS OF CONSTRUCTION SITE "a CD N z R M
CB CATCH BASIN NCDOT NORTH CAROLINA DEPARTMENT BOUNDARY.
CFS CUBIC FEET PER SECOND OF TRANSPORTATION --� ta12� CONTOURS ENGINEER: po T .a) J Y m"'eia- 5.CONTRACTOR SHALL VERIFY PROPOSED GRADES AND ELEVATIONS IN ADVANCE OF CONSTRUCTION R CI CHAIN LINK NODSIPNORTH CAROLINA GEODETIC SURVEY ALLIED DESIGN,INC. — n z o m CI CURB INLET NIP NEW IRON PIPE OPERATIONS.NOTIFY ENGINEER OF ANY CONFLICT. 4720 KESTER MILL ROAD ` + < U a 0.LL S
CIP CAST IRON PIPE NTS NOT TO SCALE b.
®" SPOT ELEVATIONS
CENTERLINE {Mj BENCH MARK 6.OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE APPROPRIATE AGENCIES PRIOR TO WINSTON-SALEM,N.C.27103 19ATIONS FORD RD
CM CONCRETE MONUMENT 0/C ON CENTER v COMMENCEMENT OF ANY WORK. PHONE:[phone] >4 -C‹
CMP CORRUGATED METAL PIPE OD OUTSIDE DIAMETER PAVEMENT,SIDEWALKS EMAIL:[e-mail]
CO CLEAN OUT OH OVERHEAD 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED UNDERGROUND UTILITIES.
CONC CONCRETE OSHA OCCUPATIONAL SAFETY AND CURB AND GUTTER THE CONTRACTOR SHALL EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
CONSTR CONSTRUCTION HEALTH ADMINISTRATION UTILITIES.NOTIFY ENGINEER IMMEDIATELY IF ANY ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE A SURVEYOR:
CONTR CONTRACTOR OVH OVERHANG TREE LINE REVISION TO THE DESIGN. ALLIED ASSOCIATES,PA
COR CORNER FIRM LICENSE C-1891
CULV CULVERT PA PARKING AREA _ j POND,LAKE,RIVER,STREAM 8.THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL CENTER(800)632-4949 AT LEAST THREE DAYS 4720 KESTER MILL ROAD
PC POINT OF CURVATURE PRIOR TO CONSTRUCTION. WINSTON-SALEM,N.C.27103
0 DELTA PCC POINT OF COMPOUND CURVATURE RETAINING WALL PHONE:[phone] ' VICINITY MAP ',.
DCV DETECTOR CHECK VALVE PED PEDESTAL NOT TO SCALE •••tN1, ARO"'"
DDCV DOUBLE DETECTOR CHECK VALVE PI POINT OF INTERSECTION X —x x— FENCE Q- S E�
DI DROP INLET PIV POST INDICATOR VALVE �.'E _
DIA DIAMETER R PROPERTY LINE X - - - GUARD RAIL • 9''.
DIP DUCTILE IRON PIPE POC POINT ON CURVE AL f:,
DRW DRIVEWAY PDX POINT ON SPIRAL — . . — SWALE/DITCH 1970L
DW DOMESTIC WATER POT POINT ON TANGENT 1N1401
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PP POWER POLE CONTRACTOR SHALL CONTACT SHEET INDEX: (/1
SF SF SILT FENCE ENGINEERING FIELD OFFICE AT(336) l - k
EG EXISTING GRADE PRC POINT OF REVERSE CURVATURE S 'GINEE'
EIP EXISTING IRON PIPE PSI POUNDS PER SQUARE INCH )))))))))) TEMPORARY DIVERSION BERM 727-2362 TO SET UP PRE-CONSTRUCTION CO.1 SITE COVER SHEET PUS ELF M C �.•�
ELEC ELECTRIC PT POINT OF TANGENCY MEETING AND INSPECTIONS 48 HOURS
ELEV ELEVATION PVC POLYVINYL CHLORIDE 0
INLET PROTECTION C1.1 WATKINS FORD ROAD SANITARY SEWER OUTFALL
EOP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTERSECTION PRIOR TO ANY WORK ON SITE. PLAN AND PROFILE(STA 10+00-20+00)
ESMT EASEMENT PVMT PAVEMENT EVC END VERTICAL CURVE ❑ o ■ O CURB INLET,DROP INLET C1.2 WATKINS FORD ROAD SANITARY SEWER OUTFALL
EX EXISTING R RADIUS p • MANHOLE,JUNCTION BOX PLAN AND PROFILE(STA 20+00-24+93)
CP R REINFORCED
of WAY
C2.1 SITE EROSION CONTROL DETAILS
FES FLARED END SECTION RCP REINFORCED CONCRETE PIPE � FLARED END SECTION
FFE FINISHED FLOOR ELEVATION RETW RETAINING WALL FES RESIDENTIAL SEWER SERVICES SHALL NOT
FG FINISHED GRADE REV REVISED O CLEAN OUT
FH FIRE HYDRANT RPZ REDUCED PRESSURE ZONE BE CONNECTED TO THE CITY CLEAN OUT
FNC FENCE RT RIGHT STACK IN ANY LOCATION OTHER THAN THE
FOC FACE OF CURB RWM RIGHT OF WAY MONUMENT FIRE HYDRANT STUB FOUND AT THE BASE OF THE STACK
FPS FEET PER SECOND 9,� N VALVE
SAN SANITARY
GALV GALVANIZED SB SOIL BORING
GL GAS LINE SHT SHEET 00 ■ WATER METER
GM GAS METER SIG SIGNAL p eI—. UTILITY POLE W/GUY WIRE Z_
GPM GALLONS PER MINUTE SPECS SPECIFICATIONS
GRV GRAVEL STA STATION J
GV GATE VALVE STM STORM D CM U A CONCRETE MONUMENT,RAN MONUMENT O
GW GUY WIRE SW SIDEWALK p won • WELL 0 K
HC HANDICAP T TANGENT m W Q U
HCP HANDICAP PARKING TBM TEMPORARY BENCHMARK O Na0 T +.. SIGN
HCR HANDICAP RAMP TCP TERRA GOTTA PIPEI-
HDW HEADWALL TEL TELEPHONE O TREES < O 0 I-
HP HIGH POINT TEMP TEMPORARY U_ I
cC HT HEIGHT TOC TOP OF CURB i. ] . THRUST BLOCK,PLUG,REDUCER COO Z
TOE TOE OF SLOPE
ID INSIDE DIAMETER TOP TOP OF SLOPE O KEY NOTE NUMBER Z O
IN/HR INCHES PER HOUR TOW TOP OF WALL O STORM DRAINAGE STRUCTURE NUMBER Y 0 Z J
INV INVERT TP TELEPHONE POLE L _
ITL INDEPENDENT TESTING LABORATORY TRANS TRANSFORMER �3 SANITARY SEWER STRUCTURE NUMBER Q z I- >
TYP TYPICAL
JB JUNCTION BOX IX
U/C UNDER CONSTRUCTION ® STORM DRAIN LINE LLI
LENGTH U/G UNDERGROUND Z
LF LINEAR FEET UP UTILITY POLE S —S-M.—S— SANITARY SEWER LINE a.
LIGHT
LPT LIGHT POLE VC VERTICAL CURVE W —W—W— WATERLINE W
LS LANDSCAPED VCP VITRIFIED CLAY PIPE
LT LEFT G —G—G— GAS LINE
WL WATER LINE
WM WATER METER 0 —0-0— OVERHEAD UTILITY LINE
WV WATER VALVE
WW WOVEN WIRE U —OF—IE— ELECTRIC(UNDERGROUND)
T —UT—UT— TELEPHONE(UNDERGROUND) M Co U R
FO —FO—FO— FIBER OPTIC CABLE N CD
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RL —RL—RL— DOWNSPOUT DRAIN PIPING G
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