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Home My WebLink AboutSW4211202_Plansheet C0.1 - Cover Sheet_20211228ABBREVIATIONS SYMBOLS ABC AGGREGATE BASE COURSE MAX MAXIMUM EXISTING NEW DESCRIPTION AC ACRES MH MANHOLE APPROX APPROXIMATE MIN MINIMUM N 75°15'30" E PROPERTY LINE ASPH ASPHALT MJ MECHANICAL JOINT 310.00' MON MONUMENT R/W R/W RIGHT OF WAY B-B BACK OF CURB TO BACK OF CURB MTL METAL BLDG BUILDING MW MONITOR WELL N 75'15'30" E — CENTERLINE BM BENCHMARK 310.00' BOC BACK OF CURB N/A NOT APPLICABLE — — — — — EASEMENT BVC BEGIN VERTICAL CURVE NAD 27 NORTH AMERICAN DATUM 1927 NAD 83 NORTH AMERICAN DATUM 1983 _ _ SETBACK C&G CURB AND GUTTER NC NORMAL CROWN CATV CABLE TELEVISION NC GRID NORTH CAROLINA GRID LIMITS OF CONSTRUCTION CB CATCH BASIN NCDOT NORTH CAROLINA DEPARTMENT CFS CUBIC FEET PER SECOND OF TRANSPORTATION -- 1312 1312J CONTOURS CHL CHAIN LINK NCGS NORTH CAROLINA GEODETIC SURVEY CI CURB INLET NIP NEW IRON PIPE 1314.00 SPOT ELEVATIONS CIP CAST IRON PIPE NTS NOT TO SCALE CENTERLINE BENCH MARK CM CONCRETE MONUMENT O/C ON CENTER CMP CORRUGATED METAL PIPE OD OUTSIDE DIAMETER PAVEMENT, SIDEWALKS CO CLEAN OUT OH OVERHEAD CONC CONCRETE OSHA OCCUPATIONAL SAFETY AND CURB AND GUTTER CONSTR CONSTRUCTION HEALTH ADMINISTRATION CONTR CONTRACTOR OVH OVERHANG TREE LINE COR CORNER CULV CULVERT PA PARKING AREA _ _ POND, LAKE, RIVER, STREAM PC POINT OF CURVATURE 0 DELTA PCC POINT OF COMPOUND CURVATURE RETAINING WALL DCV DETECTOR CHECK VALVE PED PEDESTAL DDCV DOUBLE DETECTOR CHECK VALVE PI POINT OF INTERSECTION X — x x — FENCE DI DROP INLET PIV POST INDICATOR VALVE DIA DIAMETER R PROPERTY LINE x GUARD RAIL DIP DUCTILE IRON PIPE POC POINT ON CURVE DRW DRIVEWAY POS POINT ON SPIRAL _ _ SWALE/DITCH DW DOMESTIC WATER POT POINT ON TANGENT PP POWER POLE —SF SF— SILT FENCE EG EXISTING GRADE PRC POINT OF REVERSE CURVATURE EIP EXISTING IRON PIPE PSI POUNDS PER SQUARE INCH TEMPORARY DIVERSION BERM ELEC ELECTRIC PT POINT OF TANGENCY ELEV ELEVATION PVC POLYVINYL CHLORIDE INLET PROTECTION EOP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTERSECTION ESMT EASEMENT PVMT PAVEMENT ❑ 9 ■ CURB INLET, DROP INLET EVC END VERTICAL CURVE EX EXISTING R RADIUS MANHOLE, JUNCTION BOX R/W RIGHT OF WAY FES FLARED END SECTION RCP REINFORCED CONCRETE PIPE FES FLARED END SECTION FFE FINISHED FLOOR ELEVATION RETW RETAINING WALL FG FINISHED GRADE REV REVISED O CLEAN OUT FH FIRE HYDRANT RPZ REDUCED PRESSURE ZONE FNC FENCE RT RIGHT FIRE HYDRANT FOC FACE OF CURB RWM RIGHT OF WAY MONUMENT FPS FEET PER SECOND ►. VALVE SAN SANITARY GALV GALVANIZED SB SOIL BORING -6- 0 WATER METER GL GAS LINE SHT SHEET GM GAS METER SIG SIGNAL 9 GPM GALLONS PER MINUTE SPECS SPECIFICATIONS wv AF --------- ID UTILITY POLE W/GUY WIRE GRV GRAVEL STA STATION �� 0 0 CONCRETE MONUMENT, R/W MONUMENT GV GATE VALVE STM STORM GW GUY WIRE SW SIDEWALK < - WELL HC HANDICAP T TANGENT T TT SIGN HCP HANDICAP PARKING TBM TEMPORARY BENCHMARK sign HCR HANDICAP RAMP TCP TERRA COTTA PIPE HDW HEADWALL TEL TELEPHONE ell TREES HP HIGH POINT TEMP TEMPORARY HT HEIGHT TOC TOP OF CURB THRUST BLOCK, PLUG, REDUCER TOE TOE OF SLOPE O KEY NOTE NUMBER ID INSIDE DIAMETER TOP TOP OF SLOPE IN/HR INCHES PER HOUR TOW TOP OF WALL INV INVERT TP TELEPHONE POLE O STORM DRAINAGE STRUCTURE NUMBER ITL INDEPENDENT TESTING LABORATORY TRANS TRANSFORMER TYP TYPICAL 3❑ SANITARY SEWER STRUCTURE NUMBER JB JUNCTION BOX --------- U/C UNDER CONSTRUCTION — — — — — — — — — STORM DRAIN LINE LENGTH U/G UNDERGROUND S — S S — SANITARY SEWER LINE LF LINEAR FEET UP UTILITY POLE LGT LIGHT LP LIGHT POLE VC VERTICAL CURVE W —W W— WATER LINE LS LANDSCAPED VCP VITRIFIED CLAY PIPE LT LEFT G — G G — GAS LINE WL WATER LINE —0-0— OVERHEAD UTILITY LINE WM WATER METER WV WATER VALVE U — —UEUE— ELECTRIC (UNDERGROUND) WW WOVEN WIRE T —UT UT— TELEPHONE (UNDERGROUND) FO —FO—FO— FIBER OPTIC CABLE RL —RL RL— DOWNSPOUT DRAIN PIPING GENERAL NOTES 1. BOUNDARY SURVEY INFORMATION WAS PROVIDED FROM A SURVEY COMPLETED BY ABBOTT'S CREEK SURVEYING. TOPOGRAPHIC INFORMATION OUTSIDE OF PROPOSED RIGHT-OF-WAY AREA TAKEN FROM AVAILABLE DAVIDSON COUNTY MAPPING INFORMATION. PROPOSED FINISHED ROAD ELEVATIONS AND STORM DRAIN INVERTS ARE BASED ON ACTUAL FIELD TOPOGRAPHY. EXISTING CONTOURS ARE SHOWN AT 1' INTERVALS. PROPOSED CONTOURS ARE SHOWN AT 2' INTERVALS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING TO ALL APPLICABLE OSHA REGULATIONS PERTAINING TO CONSTRUCTION ON -SITE. 3. CONTRACTOR SHALL PROVIDE THE NECESSARY SIGNAGE AND FLAGMEN WHEN WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY. UTILIZE TEMPORARY TRAFFIC CONTROL DEVICES TO ENSURE THE SAFETY OF EMPLOYEES AND THE GENERAL PUBLIC. 4. COORDINATE WITH ADJACENT PROPERTY OWNERS FOR ANY WORK REQUIRED OUTSIDE OF PROPERTY BOUNDARY. 5. CONTRACTOR SHALL VERIFY PROPOSED GRADES AND ELEVATIONS IN ADVANCE OF CONSTRUCTION OPERATIONS. NOTIFY ENGINEER OF ANY CONFLICT. 6. OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE APPROPRIATE AGENCIES PRIOR TO COMMENCEMENT OF ANY WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED UNDERGROUND UTILITIES. THE CONTRACTOR SHALL EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND UTILITIES. NOTIFY ENGINEER IMMEDIATELY IF ANY ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE A REVISION TO THE DESIGN. 8. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL CENTER (800) 632-4949 AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 11- SITE DATA OWNER/ PIN: 6821-02-69-8499 DEVELOPER: ISENHOUR HOMES, LLC 3411 HEALY DRIVE, SUITE A WINSTON SALEM, NC 27103 PHONE: (336) 345-1214 TODDISENHOUR toddisenhour@isenhourhomes.com ENGINEER: ALLIED DESIGN, INC. 4720 KESTER MILL ROAD WINSTON-SALEM, N.C. 27103 PHONE: (336) 765-2377 FAX: (336) 760-8886 STEVE M. CAUSEY, P.E. scausey@allied-engsurv.com VICINITY MAP NOT TO SCALE co 0 (D Z N W z_ > J U 5 ° ❑ U E Q ❑ o J Q 4. O O r� � rn O zc000 • ^�,, Z J N oo C VW W W cep 00 -6 0 w � < C0 = Z W cp I- U U)zMcp Z Lu O " co Jo Y 1-- N j N Z o x Q U dli4 FIRM LICENSE C-1891 H CARO SHEET INDEX: SS�j C0.1 SITE COVER SHEET +I C1.1 SITE EROSION CONTROL NOTES 701 C2.1 SITE STAGE 1 EROSION CONTROL PLAN / al l C2.2 SITE STAGE 2 EROSION CONTROL PLAN S`�:FHGINEE�L C3.1 SITE FINAL GRADING PLAN ��'f M,CAU,,' S C4.1 SITE LAYOUT AND UTILITY NOTES C4.2 SITE UTILITY PLAN C5.1 VINE RIDGE DRIVE PLAN AND PROFILE C5.2 OWL LANE PLAN AND PROFILE C5.3 SITE STORM DRAINAGE PROFILES C5.4 HICKORY TREE ROAD WIDENING C6.1 SITE STORM DRAINAGE INFORMATION C7.1 SITE EROSION CONTROL DETAILS C7.2 SITE EROSION CONTROL DETAILS C7.3 SITE EROSION CONTROL AND UTILITY DETAILS C7.4 SITE UTILITY DETAILS Q C7.5 SELF -INSPECTION, RECORDKEEPING AND REPORTING z GROUND STABILIZATION AND MATERIALS HANDLING z SWM1 STORMWATER MANAGEMENT PLAN '0 Q 0 VJ Q Q O U W cl� O 0 z U O O =U N Z m N O \� 0 / Q 0 co om ( ) Q N o � U) o N � IN O O m Z U m ❑ z w Y O Q w 0� of = Q d ❑ U ❑ z w O > z a_ w � z z 07> O o o w w z o- w o EL w o o w w cn W w w 0 0 QN N O O O� z Q CD Z I SITE I COVER SHEET z HICKOR TREE RO D J ^ SR# 1508 ( ARIABLE R/W) W ° ❑ I SHEET Y n 0 sm a O w ofam lac Q zw m o I I co■� W U) Q Z E2 LL W