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HomeMy WebLinkAboutSDP199500115 Plan - Other (not approved) 1996-01-11 D.e•m••r 11,1998 9•vI•I•R• JD ��••..•//!II• /-f.PA GENERAL CONSTRUCTION NOTES 1. PRIOR TO CO1VENCENERT OF ANY CONSTRICTION WITHIN ANT EXISTING RIELIC RIGHT OF NAT. INCLUDING CO•ECTION TO ANY EXISTING ROAD. •PEWIT FOR SAID CONSTRUCTION SHALL■E DRTAINEO FR}H THE VIRGINIA DEPARTMENT OF TRANSPORTATION I HEREAFTER ABBREVIATED V 0 0 T I. 2 ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL COEOM TO CURRENT SPECIFICATIONS Are STANGAROS OF v U 0 T DRESS OTIEWISE INTER. ) EROSION AND SILTATION CONTROL MEASURES!NALL SE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL RAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING. GRADING OR OTHER CONSTRUCTION A ALL SLOPES AHD DISTUPBEO AREAS ARE TO BE FERTILIZED. SEEDED AID RACIER NAXIRW ALLONABLE FILL DR CUT SLOPE IS 21 MERE IEASRIABLT ETAINALE LESSER LOPES OF A:1 DR ETTER ARE TO BE ACHIEVED. S ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION MASS OTHERWISE SHOW. S PAYED DR RIP RAP LINED DtTCH RAT E REQUIRED MEN IN TIE OPINION OF THE DIRECTOR OP ENGINEERING. OR MIS DESIGNEES. IT IS DEENEO NECESSARY IN OOEN TO STABILIZE A DRAINAGE CNAIPIEL. 1. ALL TRAFFIC CONTROL SIGNS SHALL COEOMM NITN TIE VIRGINIA MANUAL FOR ONIFOM TRAFFIC CONTROL DEVICE). LATEST EDITION . MESS OTHERWISE NOTED AIL CONCRETE PIPE BULL SE REINFORCED CONCRETE PIPE CLASS III. ■ ALL EXCAVATION FOR ODERGROMO PIPE INSTALLATION SHALL CURLS KITH OSHA STANDARDS FOR TIE CONSTRUCTION INUSTRY I DS CFR PART 1026 1. PRELIMINARY 10 THE CONTRACTOR SHALL DECK ALL DIHENSIOS We CODITIONS AT THE JOB SITE AND REPORT ALL IEONSISTANCIES TO TIE ENGINEER AND/DR ARCHITECT 1f OITDOOM LIGHTING SHALL OEDIRECTED AAA.'FROM ROADWAYS AND ADJACENT INSPECTIONS pERAaT«Rai FIFE OFFICIAL PROPERTIES AND SHIELDED WERE NECESSARY.LIGHTING SPILLOVER ONTO SITE DEVELOPMENT PLAN SHOWING PUBLIC ROADS AND PROPERTIES ZONED RESIDENTIALLY OR RURAL AREAS SHALL NOT EXCEED ONE-HALF FOOT CANDLE. ID ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND. II. IRLIEUHF CONCRETE STORM DRAIN PCEJUNTIO BEDDD MONTESSORI SCH00L PCLI ETHYLEME PIPE MAY BE USED IN IFE ADSCTHOM WITH BEDDING ZONING 000A010EDT TYPE PS-I. ALSEHARLE COUNTY SERVICE AUTHOPITY TAX MAP 45 PARCELS 91 & 93A1 WATER A SEWER GENERAL PUN NOTES PLA ]NG OHVIOTHEHT AM) EN RIO MAGISTERIAL DISTRICT 1. WON SHALL BE SUBJECT TO INSPECTION BT ALBEMARE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL E RESPONSIBLE FOR ENGINEERING DEPART,, THEPROPER SERVICE AUTHORITY OFFICIALS AT THESTART OF NORM. 2 TR LOCATION OF ERISTIE UTILITIES ACROSS DR ALONG THE LIE OF TIE ALBEMARLE COUNTY, VIRGINIA REINPROPOSEDARE ARE MOW ARE NOT NECESSARILY SOMA ON THE PLANS H AN)• ERE SONI OA.T APPROXIMATELY CORRECT TIE CONTRACTOR SHALL ON NIS NN O INITIATIVE LOCATETEALL UDERGRpRD LINES ARe STRDTURES AS NECESSARY. ) ALL MATERIALS AND CONSTRICTION SHALL COMPLY NITN GENERAL HATER AlevIB03NIA DEPARTMENT 6 TRANSROaTAt ICI. SEWER CSTRCTAON SPECIFICATIONS AS ADOPTED SY T ALNARLE UI •AR_b_ CLNTY SERVICE AUTHORITY ON JAM..20. TSAR. AS DENIM Del JULY 1. 6• N1 lt ,1 I A L • A. ALL ELEVATIOS ARE BASED ON Is C ANp 0 S.DARN THE .dll1 ' S. T CONTRACTOR SHALL RESPONSIBLE FIN NOTIFYING6'HISS UTILITY• H \' V 11000 552 70011. - 6 ALL WA ER Ale RIND.PIPES SHALL HAVE•RINI OF)FEET OPC S VIRGINIA DEPARTMENT OF REAL'. COVER EASRED FRDR TIE TOP OF PIPE. DYER THE CENTER-IE OF / "� PIPE THIS INCLUDES ALL FIRE NY MAN,LINES. SERVICE LATERALS i ANG IRS. FTC � i WORE E 1 20 WIDE ASENENTS CENTERED ON TNE PIPELINE ANO APR..AWES W SHALL E DEDICATED TO THE ALEMARLE COUNTY SERVICE AUTHORITY, '�.NiwR 1 i; EXCEPT WERE TIE LIE Is IN•PUNK ROAD RIGHT OF WAY ON AN �)f ACCESS EASEMENT. IN MUCH CASE THE EASEMENT SHALL ALSO Y; E DEDICATED AS A UTILITY EASEENI rt TOE UNDERSIGNED DEVELOPER ISM UNCE.S•AN: -A •` •. ) IN SEPARATION REWIRED BETWEEN NATERLIE We•TON SEER T I RAN BY THE COONIY OF ANBEMARLE CCES N:• --•_ MARTS DR■-SEPARATION NEN NATER.IE IS INSAATED.USE H _- 1/2'THICK TEWA EL PIPE INSLATION IN]'X A'BEETS AS = .AVSF_A ECESSA ILA INDICATE OUNGINIA OEP RTVENT CE Atin MAN FACTUREO By NOAAC•. ICE OR ERIAL APPROVED SY ALIENABLE • © 1 vp01 1 APPROVAL OF lE PLAN APPROYAI L••-E=_A�!•N•+_ COLN.SERVICE AUTHORITY INSULATION TD EXTEND S'BEYOO CONY•DOES NOT Ix ANY•AT RELIEVE E DR M,.ESB:N[••• CENTERLINE OF CLVERT IN Win DIRECTIONS OR B OM.ENDS OF P IN OBTAINING FINAL TOOT APPROVAL PRIOR TO'•E:SS.A\:[:[ CULVERT NEN PARALLEL WM' , Bu1L01NG PEWITS ANG / DR CERTIFICATES OF :PAN:• / TDUDH E AD ETERS ARE E1NG USED SY TE ETER& NE ER LEYTr !fITIRAIV" I SERVICE AUTHORITY TO ACCONGOATE TEE ETERS. ETER LTHE 1 RILL REQUIRE A 1 ]/.'HDLE RAPPED INTO THE CENTER OF THE LID. BLIND TAPS 1A BUDS SHALL E 1.1.10E0 10 PREVENT DEBRIS FR. ENTERING THE BONG PRIOR TD NETER INSTALLATION. 10 ALL NATEN ND SEER APPURTENANCES ARE TOE LOCATED OUTSIDE OF EFT/•%CN l�N'*POAOSIE DITCHESi , 111. CERTIFICATION THAT SS PER CENT COPACTION IS OBTAINED SHALL le1 U • - '0"1V wa,• J� U DOVIDED FOP ALL FILL AREAS UNDER NAT.AND SEER LIES AND :- p APPURTENANGES THIS CERTIFICATION SHALL E SIDED BY• ETy„A •/\ - �. •m 4'y PROFESSION.GEOLOGIST DE CERTIFICATION SHALL STATE TE • y I=A P '414 . �.w"• _ EXACT AREA THAT THE CERTIFICATION APPLIES TO 1 'RS •IfVF•� _ 12 VALVES ON EAO END LINES SHALL E ROOOED TO PIDVIE AEGUATE XVAn r1N•� L • � .�T� \ •. 44,11 RESTRAINT FOR THE VALVE OFFING A FUTUE EWTENSION OF TIE LIE w•. cry Pr:is VICINITY MAP SCALE:- 1':2,000 • SITE TOTALS AND LAND USE DATA NOTES Jun PO.*MA •• P.11.0011 MOP n1 • 1..o• A R.•••..P. n•.• .. N 1.1 m .• n R •u us uu1R •-• uw •u our •n u ...AO PM/ N u1 .• R•..wA•u o ••••166••••16 PLAN PREPARED BY • • an. B. 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AUBREY HUFFMAN & ASSOCIATES, LTD. / P L A N S CAL E , / ' 20 ' ' _— Ci•n enu.ee MLR. _u•e•.•••n••-"Y.•• u• WOOD BROOK j --__TYPICAL SECTION ••,•l••,•1• r ,n •/ • / -� PARKING LOT S IDEW AL K DRIVE -- _ SHEET 2