SW4240502_Plansheet - Cover Sheet_20240820

GENERAL NOTES SITE DATA
ABC AGGREGATE BASE COURSE MAX MAXIMUM OWNER/ 653 HARTMAN ROAD, LLC s� o
EXISTING NEW DESCRIPTION 1. BOUNDARY, LOCATION AND FIVE LINE PROFILE SURVEY INFORMATION WAS PROVIDED FROM A SURVEY �
AC ACRES MH MANHOLE DEVELOPER: 3411 HEALY DRIVE, SUITE A �o U
COMPLETED BY ALLIED LAND SURVEYING CO. P.A. TOPOGRAPHIC INFORMATION OUTSIDE OF PROPOSED
APPROX APPROXIMATE MIN MINIMUM N 75°15'30"E Z_ N
PROPERTY LINE WINSTON SALEM, NC 27103 RIGHT-OF-WAY AREA TAKEN FROM AVAILABLE FORSYTH COUNTY MAPPING INFORMATION. PROPOSED �
ASPH ASPHALT MJ MECHANICAL JOINT 310.00' PHONE:[phone]
FINISHED ROAD ELEVATIONS AND STORM DRAIN INVERTS ARE BASED ON ACTUAL FIELD TOPOGRAPHY. Aa 6 w Z_
MON MONUMENT R/W R/W TODDISENHOUR
RIGHT OF WAY EXISTING CONTOURS ARE SHOWN AT 2'INTERVALS. PROPOSED CONTOURS ARE SHOWN AT 2'INTERVALS. N J
B-B BACK OF CURB TO BACK OF CURB MTL METAL [e-mail] m p
BLDG BUILDING MW MONITOR WELL N 75°15'30"E = s V D �
BM BENCHMARK 310.00' - CENTERLINE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING TO ALL APPLICABLE OSHA REGULATIONS U Q
ENGINEER: ALLIED DESIGN, INC. N -
BOC BACK OF CURB N/A NOT APPLICABLE _ _ _ _ _ PERTAINING TO CONSTRUCTION ON-SITE. HART Z U
������������������������� EASEMENT 4720KESTERMILLROAD MgNRo 0
BVC BEGIN VERTICAL CURVE NAD 27 NORTH AMERICAN DATUM 1927 WINSTON-SALEM, N.C.27103 GUMTREE RD J o 0
3. CONTRACTOR SHALL PROVIDE THE NECESSARY SIGNAGE AND FLAGMEN WHEN WORKING WITHIN THE PUBLIC Q a
NAD 83 NORTH AMERICAN DATUM 1983 SETBACK PHONE:[phone] •;• O p �
C&G CURB AND GUTTER NC NORMAL CROWN ROAD RIGHT-OF-WAY. UTILIZE TEMPORARY TRAFFIC CONTROL DEVICES TO ENSURE THE SAFETY OF � I rn
FAX:[phone] _ oZ M co I)
CATV CABLE TELEVISION NC GRID NORTH CAROLINA GRID EMPLOYEES AND THE GENERAL PUBLIC. Z J N co a
LIMITS OF CONSTRUCTION STEVE M.CAUSEY, P.E. (n _ J co a)
CB CATCH BASIN NCDOT NORTH CAROLINA DEPARTMENT [e-mail] la) o' 2 w oo -6
CFS CUBIC FEET PER SECOND OF TRANSPORTATION 4. COORDINATE WITH ADJACENT PROPERTY OWNERS FOR ANY WORK REQUIRED OUTSIDE OF PROPERTY w J o a)
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,�-1312-�� 1312� CONTOURS w Q �- co
CHL CHAIN LINK NCGS NORTH CAROLINA GEODETIC SURVEY �- BOUNDARY. a Z w U co � Fu
CI CURB INLET NIP NEW IRON PIPE SPOT ELEVATIONS � p U)~ Z cci 0 �1314.00
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CIP CAST IRON PIPE NTS NOT TO SCALE 5. CONTRACTOR SHALL VERIFY PROPOSED GRADES AND ELEVATIONS IN ADVANCE OF CONSTRUCTION Q SITE Z w O co �
CENTERLINE OPERATIONS BENCH MARK . NOTIFY ENGINEER OF ANY CONFLICT. a a) w Y J o U) a a)
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CM CONCRETE MONUMENT O/C ON CENTER j N Z O X Q
CMP CORRUGATED METAL PIPE OD OUTSIDE DIAMETER 6. OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE APPROPRIATE AGENCIES PRIOR TO
CO CLEAN OUT OH OVERHEAD PAVEMENT, SIDEWALKS COMMENCEMENT OF ANY WORK. < U d w
CONC CONCRETE OSHA OCCUPATIONAL SAFETY AND
CURB AND GUTTER
CONSTR CONSTRUCTION HEALTH ADMINISTRATION 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED UNDERGROUND UTILITIES.
CONTR CONTRACTOR OVH OVERHANG TREE LINE THE CONTRACTOR SHALL EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND _<
COR CORNER UTILITIES. NOTIFY ENGINEER IMMEDIATELY IF ANY ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE A
CULV CULVERT PA PARKING AREA _ _ POND, LAKE, RIVER, STREAM REVISION TO THE DESIGN. VICINITY MAP
PC POINT OF CURVATURE
0 DELTA PCC POINT OF COMPOUND CURVATURE RETAINING WALL 8. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL CENTER(800)632-4949 AT LEAST THREE DAYS NOT TO SCALE
DCV DETECTOR CHECK VALVE PED PEDESTAL PRIOR TO CONSTRUCTION. FIRM LICENSE C-1891
DDCV DOUBLE DETECTOR CHECK VALVE PI POINT OF INTERSECTION X - x x - FENCE
DI DROP INLET PIV POST INDICATOR VALVE
DIA DIAMETER PROPERTY LINE ygtis+�aar+r++�
DIP DUCTILE IRON PIPE POC POINT ON CURVE CA
X GUARD RAIL N ,•..
DRW DRIVEWAY POS POINT ON SPIRAL _ _ 0 'F �O''•.�L
SHEET INDEX:
DW DOMESTIC WATER POT POINT ON TANGENT SWALE/DITCH
PP POWER POLE SF SF SILT FENCE Co. SITE COVER SHEET :Q g
EG EXISTING GRADE PRC POINT OF REVERSE CURVATURE C1.1 SITE OVERALL SUBDIVISION PLAN p
EIP EXISTING IRON PIPE PSI POUNDS PER SQUARE INCH ) } } } } } } } } } TEMPORARY DIVERSION BERM °1ZS L i
ELEC ELECTRIC PT POINT OF TANGENCY C2.1 SITE EROSION CONTROL NOTES
ELEV ELEVATION PVC POLYVINYL CHLORIDE
EOP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTERSECTION INLET PROTECTION C2.2 SITE STAGE 1 EROSION CONTROL PLAN (NORTH) >�c�, •1E VS�
ESMT EASEMENT PVMT PAVEMENT C2.3 SITE STAGE 1 EROSION CONTROL PLAN (SOUTH)
EVC END VERTICAL CURVE ❑ 0 CURB INLET, DROP INLET
C2.4 SITE STAGE 2 EROSION CONTROL PLAN (NORTH)
EX EXISTING R RADIUS p MANHOLE,JUNCTION BOX C2.5 SITE STAGE 2 EROSION CONTROL PLAN (SOUTH)
R/W RIGHT OF WAY
FES FLARED END SECTION RCP REINFORCED CONCRETE PIPE C3.1 SITE FINAL GRADING PLAN (NORTH)
FFE FINISHED FLOOR ELEVATION RETW RETAINING WALL FEs FLARED END SECTION
C3.2 SITE FINAL GRADING PLAN (SOUTH)
FG FINISHED GRADE REV REVISED
FH FIRE HYDRANT RPZ REDUCED PRESSURE ZONE ° O CLEAN OUT C4.1 SITE UTILITY NOTES
FNC FENCE RT RIGHT C4.2 SITE UTILITY PLAN NORTH
FOC FACE OF CURB RWM RIGHT OF WAY MONUMENT FIRE HYDRANT
FPS FEET PER SECOND C4.3 SITE UTILITY PLAN (SOUTH)
sAN SANITARY N VALVE C5.1 ROSEWOOD DRIVE PLAN AND PROFILE
GALV GALVANIZED SB SOIL BORING -6- WATER METER (STA 10+00-20+00)
GL GAS LINE SHT SHEET C5.2 ROSEWOOD DRIVE PLAN AND PROFILE
GM GAS METER SIG SIGNAL 9 wv �� UTILITY POLE W/GUY WIRE
GPM GALLONS PER MINUTE SPECS SPECIFICATIONS (STA 20+00-31+00)
GRV GRAVEL STA STATION Q
GV GATE VALVE STM STORM ��Q 0 CONCRETE MONUMENT, R/W MONUMENT C5.3 SINKLAND DRIVE PLAN AND PROFILE z Z
GW GUYWIRE SW SIDEWALK o - WELL C5.4 SITE STORM DRAINAGE PROFILES O
C6.1 SITE STORM DRAINAGE INFORMATION - 0
He HANDICAP T TANGENT
HCP HANDICAP PARKING TBM TEMPORARY BENCHMARK sign -r TT SIGN C7.1 SITE EROSION CONTROL DETAILS �_ U Q
HCR HANDICAP RAMP TCP TERRA COTTA PIPE �/eii TREES C7.2 SITE EROSION CONTROL DETAILS p U
HDW HEADWALL TEL TELEPHONE ��° C7.3 SITE EROSION CONTROL AND UTILITY DETAILS - Q 2
HP HIGH POINT TEMP TEMPORARY Q Q O
► THRUST BLOCK, PLUG, REDUCER
HT HEIGHT TOC TOP OF CURB C7.4 SITE UTILITY DETAILS Q 0� �
TOE TOE OF SLOPE 1 KEY NOTE NUMBER SELF-INSPECTION, RECORDKEEPING AND REPORTING O O
ID INSIDE DIAMETER TOP TOP OF SLOPE
IN/HR INCHES PER HOUR TOW TOP OF WALL GROUND STABILIZATION AND MATERIALS HANDLING Q Z
INV INVERT TP TELEPHONE POLE O STORM DRAINAGE STRUCTURE NUMBER Z
ITL INDEPENDENT TESTING LABORATORY TRANS TRANSFORMER 3❑ SANITARY SEWER STRUCTURE NUMBER
TYP TYPICAL Z
JB JUNCTION BOX O Q Z)
U/C UNDER CONSTRUCTION - - - - - - - - - STORM DRAIN LINE
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LENGTH U/G UNDERGROUND S -S S- SANITARY SEWER LINE O = coU
LF LINEAR FEET UP UTILITY POLE Ln
LGT LIGHT Z
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LP LIGHT POLE VC VERTICAL CURVE W -WW WATER LINE U..I Lo O
LS LANDSCAPED VCP VITRIFIED CLAY PIPE G -G G- GAS LINE w (D U)
LT LEFT
WL WATER LINE
WM WATER METER 0 -O O- OVERHEAD UTILITY LINE Q
WV WATER VALVE
WW WOVEN WIRE U -UE-UE- ELECTRIC(UNDERGROUND)
T -UT-UT- TELEPHONE(UNDERGROUND)
FO -FO-FO- FIBER OPTIC CABLE
DOWNSPOUT DRAIN PIPING co- co m U -
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41 40 3g 39,163 SF LLJ
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42 39,464 SF 39,363 SF 39,264 SF 37 36 Q Z
' 39,064 SF 39,664 SF � 0
46,870 SF
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42,874 SF 31 109,454 SF 0 0 0 �
34 32 Lz 47,054 SF O ©6 Lo W O Z
33 54,951 SF 56,664 SF 27
51,238 SF I I 46,447 SF C) Q
44,278 SF
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52,496 SF d Z ()
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ROSEWOOD DR! I I © I I / / Q O a w
49,054 SF / W Q d
(50'PUBLIC R/W) I © I 126,203 SF Q
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56,2205E 53,562 SF I 1 LU � LU
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25,564 SF O O O O /
22,474 SF
25,791 SF 21,454 SF 21,240 SF gO 0 < m U
I24,339 SF /
I \ 102,316 SF 1
SITE
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1 ¢ I I I 30,274 SF
1 O p O Yo I 19
21,812 SF 23,335 SF Z� i I I I 11 O O 18 35,839 SF 36,927 SF © COVER
21,5945F U) 27,081 SF 12 17 31,593 SF 1
69,982 SF 1
24,989 SF 26,921 SF
6 SF 16 I
22,1 1 14 i6
SHEET
I 20,384 SF 5 22,792 SF
20,602 SF
W WW pin s Drive W W SHEET
SR 1560
(60'Public RNV))
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S 1562 � Co .
60' ubllc R/W