SWA000117_Plansheet - Proposed Conditions/Site Plan_20210927

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PIPE-12
TEMP - 13A
52.57'24'62'54'51'59'93'61'101'
101'
63'
39 '136'20'52'51'58'62'66'35'27
6'421'129'510'174'464'224'
151'
274'179'216'25'145'365'315'46'291'
407'142'459'738'57'120'174'118'
27'144'120'250'
250'42'42'120'67'510'74'212'145'470'553'192'363'299'250'
250'
250'260'330'261'250'250'250'160'
140'
120'
41'44'120'165'107'56'120'120'120'9'250'
250'
250'250'261'118'
115'261'241'
140'
120'
154'
203'204'153'120'165'16'111'429'67'166'34'96'173'25'210'16'229'24'183'11'190'40'220'129'263'66'250'34'250'100'127'2'127'78'127'626'78'9'
145'C21
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61 inch = ft.( IN FEET )GRAPHIC SCALE010010020010040050KERNODLE LANDING
PHASE 3 PRELIMINARY PLAT
PROJECT LOCATION:
STATE: NORTH CAROLINA
COUNTY: ALAMANCE
TOWNSHIP: OSSIPEE
DRAWING FILE PATH: SEI Projects \302-19\dwg\Master.dwgDRAWN BY: AGBCHECKED BY: ARSPROJECT NO.: 302-19REF. NO.:SCALE: 1"=100'Stoltzfus Engineering Inc.
Civil Engineering Consultants
Aden R. Stoltzfus, PE C-3812
[e-mail]
336-904-0207
747 Park Lawn Court
Kernersville, NC 27284LEGENDUTILITY POLEGUY WIREDEED BOOKDBPLAT BOOKPBPAGEPGRIGHT-OF-WAYR/WEDGE OF PAVEMENTE/PEDGE OF GRAVELE/GCONCRETECONCLIGHT POLEREINFORCED CONCRETE PIPERCPCURB INLETCIYARD INLET (YI)FINISH FLOOR ELEVATIONFFEWOODSLINE (TYP.)OVERHEAD POWER LINEGAS LINEWWWATER LINEUNDERGROUND ELECTRICALGROUND LIGHTGAS VALVEBASEMENTBSMTTELEPHONE PEDESTALTPEDTELEPHONE HAND HOLDTHHXFENCE LINEDROP INLETDIGGOHUUEDRAINAGE MAINTENANCE & UTILITY EASEMENTDMUESTORM MANHOLE (STMH)SUTUTILITY PEDESTALOWNER/DEVELOPER INFORMATION:
GERRINGER MILL ROAD, LLC
P.O. BOX 10
WHITSETT, NC 27377
(336) 449-11442 OF 9REVISION NOTEDATENO.APPROX. EXISTINGEDGE HAW RIVER30' UNDISTURBEDBUFFER FROM TOPOF BANK, 50' TOTALBUFFER WIDTHREESE CT.50' PUBLIC R/WPHASE 2PHASE 3PHASE 2PHASE 3PHASE 1PHASE 2PHASE 310' UTILITY ESMT.1
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.NANCY JANE ISELEYPIN# 118481DB 767 PG. 803PB 75 PG 106ROBERT LEEEPTINGPIN# 118412DB 3320 PG. 977EPTINGPIN#118438DB 3320 PG. 977P.B. 75 PG 339JAMES CLAYTON LIVING TRUSTPIN# 118406DB. 3733 PG 542P.B. 35 PG 79BEFORE YOU DIG !CALL 811 N.C. ONE-CALL CENTERIT'S THE LAW !A
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RGROUND UTILITY PROTECTION ACT8'CL1" PER FT.1/4" PER FT.1" PER FT.8" ABCRESIDENTIAL ROAD N.T.S.4:1 SLOPE3:1 SLOPE6'50' R/WSHOULDERSHOULDERDITCH3:1 SLOPEABC6"1:16'20' PAVEMENT2" S9.5BAVERAGE RATE: 165 lbs./sy.ALL CONSTRUCTION TO BE TO N.C. D.O.T. STANDARDS &SPECIFICATIONS.CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TOCONSTRUCTION.PROP. HOUSE BOX(TYP.)50'60'48'EP63'RW50'RW20'EP
20'EP50'RW50'RW20'EP48'EP 63'RWCOMMONELEMENTS/OFF-SITESOIL AREA 43,66-694.81 ACGERRINGER MILL RDBU
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WREADING CT.50' PUBLIC R/WHAW RIVER 20364445194849347778824342,045 SF717236,360 SF7541,473 SF30,000 SF798731,288 SF8641,357 SF32,406 SF919232,600 SF30,019 SF9395READING
CT
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PUBL
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R/WEX. 20' R/W ESMT(PER P.B. 49, PG. 179)TO BE ABANDONEDHAW RIVER NANCY JANE ISELEYPIN# 118481DB 767 PG. 803PB 75 PG 10610x70SIGHTESMTEX. PHASE 1P.B. 81 PG. 242-243EXISTING STREAM30' UNDISTURBEDBUFFER FROM TOPOF BANK, 50'TOTAL BUFFERWIDTH30' UNDISTURBEDSTREAM BUFFERFROM TOP OFBANK, 50' TOTALBUFFER WIDTH30' UNDISTURBEDSTREAM BUFFERFROM TOP OFBANK, 50' TOTALBUFFER WIDTH353738394041421718474644949089888584838180747368676637,257 SF1.05 AC30,000 SF7630,825 SF30,000 SF30,000 SF33,669 SF1.24 AC (OUTSIDE)2.92 AC (TOTAL)35,226 SF (OUTSIDE)2.39 AC (TOTAL)1.03 AC (OUTSIDE)2.69 AC (TOTAL)30,324 SF (OUTSIDE)2.51 AC (TOTAL)30,036 SF42,249 SF42,524 SF35,023 SF1.15 AC1.04 AC1.05 AC40,853 SF1.61 AC (OUTSIDE)2.86 AC (TOTAL)692.28 AC (OUTSIDE)5.09 AC (TOTAL)70EX. YI-2PIPE-8 PIPE-930' DRAINAGEESMT. CENTEREDON SWALETEMP. TURNAROUNDTO BE REMOVED20'EP50'RWPHASE 2EX. PHASE 2P.B. 82 PG. 112-113DATE: 07/22/202108/13/2021PIPE-13EX. PHASE 2P.B. 82 PG. 112-113EX. PROPERTYLINE TO BERECOMBINEDEND OF EX.ROADAPPROX. LOCATIONOF 100 YEAR FLOODLINEHAW RIVER PROPOSED 10' GRAVEL8" THICK COMPACTEDACCESS ROAD TOOFF-SITE SEPTIC AREASKERNODLELANDINGSUBDIVISION20' PSLAME ESMT. FOR OFF-SITE SEPTIC PRIVATE SEWER LINE ACCESS & MAINTENANCE EASEMENTPSLAME40,956 SFUPDATED LOTS08/13/21
NCDOT COMMENTS08/13/21