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655660656657 658659 661662663664662 <br />66 <br />3 <br />655654656657658659655 655652653654660656657658659 661665661661662663664666 6556600+001+00 2+003+004 <br />+ <br />0 <br />0 <br />5+005+756506556606656706506556606656700+00657.2657.160+50657.5657.521+00658.9658.921+50660.9660.892+00661.3661.332+50660.8 <br />660.78 <br />3+00660.9 <br />660.88 <br />3+50661.2 <br />661.22 <br />4+00663.1 <br />663.06 <br />4+50664.9 <br />664.91 <br />5+00665.6 <br />665.58 <br />5+50666.3 <br />666.25 <br />5+75.02666.3 <br />666.27Know what'sbelow.before you dig.CallR08-31-2020 BYDATEREVISIONS <br />1 <br />3 <br />2 <br />4 <br />5 <br />6PROJECT NO.SHEET NO.PROJECT ENGINEER/ARCHITECT <br />PROJECT MANAGER <br />DRAWN BY <br />7DRAWING NAME:DS (DON.SEVER@SUMMITDE.NET)20-0014ORANGE CO. <br />HILLSBOROUGH, NC, 27278 <br />135 E MARGARET LANE <br />SITE PLAN <br />C r e a t i v e l y I n s p i r e d - T e c h n i c a l l y E x e c u t e d <br />License #: P-0339 <br />320 Executive Ct. <br />Hillsborough, NC 27278-8551 <br />Voice: (919) 732-3883 Fax: (919) 732-6676 <br />www.summitde.net <br />FIRST ISSUE DATE <br />TRANSPORTATION BLDG20-0014_SC-1SANITARY SEWER <br />IMPROVEMENTS1 inch = ft.GRAPHIC SCALE( IN FEET )60ROADWAY PAVEMENTSTA 0+05ROADWAY PAVEMENTSTA 0+29ROADWAY PAVEMENTSTA 3+40ROADWAY PAVEMENTSTA 3+62.5EXISTINGGRADECONNECT ATINV. 654.70'FIELD VERIFYCONNECT ATINV. 663.00'FIELD VERIFY6" SANITARY SEWERLATERALSANITARY SEWER LATERAL PROFILEABANDON EXISTING SEPTIC TANKAS PER ORANGE COUNTY REQUIREMENTS(REFER TO SHEET C-2 FOR NOTES)ABANDON EXISTINGPUMP STATIONCLEANOUT #1CLEANOUT #2CLEANOUT #3CLEANOUT #4 <br />CLEANOUT #5 <br />CLEANOUT #6 <br />CLEANOUT #7 <br />CLEANOUT #8 <br />CLEANOUT #9 <br />CLEANOUT #10 CLEANOUT #1W/ (3) 22.5° BENDSCLEANOUT #2CLEANOUT #3W/ (3) 22.5° BENDSCLEANOUT #4W/ (2) 22.5° BENDSCLEANOUT #5CLEANOUT #6W/ (3) 22.5° BENDSCLEANOUT #7W/ 22.5° BENDCLEANOUT #9W/ (4) 22.5° BENDSCLEANOUT #8W/ 11° BEND32.58 LF @ 1%61.51 LF @ 1%54.95 LF @ 1%62.49 LF @ 1%63.89 LF @ 1%38.84 LF @ 1%49.58 LF @ 1%75.76 LF @ 1.50%73.00 LF @ 1.50%62.37 LF @ 1%ASPHALTPARKINGAREAASPHALTPARKINGAREATRANSPORTATION ADMINISTRATIVEBUILDING - SINGLE STORY - FFE = 667.58'DROP INLETINV. IN 658.60 (15" RCP)INV. OUT 658.48 (18" RCP)EDGE OFASPHALTASPHALTDRIVEWAY ASPHALTDRIVEWAYCONCRETE TILEPATIOEDGE OFASPHALTEX. CLEANOUTINV. 658.69' (4" PVC)EX. CLEANOUTINV. 656.79' (4" PVC)EX. CLEANOUTINV. 654.40' (4" PVC)EX. CLEANOUTINV. 653.21' (4" PVC)PIPE DISCHARGINGINTO DITCHINV. 655.99' (18" RCP)DROP INLETINV. IN 658.86' (15" RCP)INV. OUT 658.53' (15" RCP)FLARED END SECTIONINV. 659.02 (15" RCP)INV. 647.21'(18" RCP)INV. 650.52'(18" RCP)EX. STEPS (RR TIES,GRAVEL INFILL)IRREGULAR SPACINGMETAL HAND RAILIN CENTERASPHALT SAWCUT,REMOVE & PATCH (TYP.)ASPHALT SAWCUT,REMOVE & PATCH (TYP.)TOP OF CLEANOUT TO BEFLUSH WITH EXISTING GROUNDEX. STORM PIPECROSSINGINV. 656.37PVCPVCDIPDIPDIPDIPPVCPVCSTEP LATERAL 1FT VERTICALTO GO OVER STORM PIPE2' X 2' X 6" PRECASTCONCRETE RING ATCLEANOUT (TYP.)CUT IN NEW 4" WYE ONEXISTING 4" LINE. COUPLEW/ STAINLESS STEEL BENDSPROVIDE 6" TO 4" REDUCERPROVIDE 6" LINE TO SEPTIC TANKPVCPVCNOTES:GRAVITY SEWER PIPING SHALL BE DUCTILE IRON PIPE(DIP) PRESSURE CLASS 350 EPOXY LINEDINTERIOR/ASPHALTIC COATED EXTERIOR (CONFORMINGTO AWWA C150 AND AWWA C151 AND WITH RUBBERJOINTED GASKETS CONFORMING TO AWWA C111), ORSDR 35 PVC (PIPE AND FITTINGS MEETING ASTM 3034;GASKETS CONFORMING TO ASTM F477).ASPHALT SAWCUT,REMOVE & PATCH (TYP.)CLEANOUT #10REMOVE 10" GUM AND18" OAK TREEINSTALL CLASS BRIPRAP 6" DEPTH2' W X 5' L09-25-2020ADDENDUM #1 09-25-2020 DASMAINTAIN ONE LANE OF TRAFFICAT ALL TIMESDocuSign Envelope ID: 75A81F4F-8510-4BAA-A8B6-453D37D0360C