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6556606566576 <br />5 <br />8 6596616 <br />6 <br />2 <br />6 <br />6 <br />3 <br />664 <br />662663655654656657658659655655 <br />652 <br />653 <br />654 <br />660656657658659661 <br />6 <br />6 <br />5 <br />6 <br />6 <br />1 <br />6 <br />6 <br />1 <br />6 <br />6 <br />2663 66466665 <br />5 <br />66 <br />0 <br />0+ <br />0 <br />0 1+002+00 <br />3 <br />+ <br />0 <br />0 4+005+00 <br />5+ <br />7 <br />5 <br />SS650 <br />655 <br />660 <br />665 <br />670 <br />650 <br />655 <br />660 <br />665 <br />670 <br />0+00657.2657.160+50657.5657.521+00658.9658.921+50660.9660.892+00661.3661.332+50660.8660.783+00660.9660.883+50661.2661.224+00663.1663.064+50664.9664.915+00665.6665.585+50666.3666.255+75.02666.3666.27Know what's below. <br />before you dig.Call <br />R 08-31-2020BYDATEREVISIONS132456PROJECT NO. <br />SHEET NO.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:DS (DON.SEVER@SUMMITDE.NET)20-0014ORANGE CO. HILLSBOROUGH, NC, 27278135 E MARGARET LANESITE PLANCreatively Inspired - Technically ExecutedLicense #: P-0339320 Executive Ct.Hillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATETRANSPORTATION BLDG20-0014_S <br />C-1 SANITARY SEWERIMPROVEMENTS1 inch = ft. <br />GRAPHIC SCALE <br />( IN FEET ) <br />60 <br />ROADWAY PAVEMENT <br />STA 0+05 <br />ROADWAY PAVEMENT <br />STA 0+29 <br />ROADWAY PAVEMENT <br />STA 3+40 <br />ROADWAY PAVEMENT <br />STA 3+62.5EXISTING <br />GRADE <br />CONNECT AT <br />INV. 654.70' <br />FIELD VERIFY <br />CONNECT AT <br />INV. 663.00' <br />FIELD VERIFY <br />6" SANITARY SEWER <br />LATERAL <br />SANITARY SEWER LATERAL PROFILE <br />ABANDON EXISTING SEPTIC TANK <br />AS PER ORANGE COUNTY REQUIREMENTS <br />(REFER TO SHEET C-2 FOR NOTES) <br />ABANDON EXISTING <br />PUMP STATION <br />CLEANOUT #1CLEANOUT #2CLEANOUT #3CLEANOUT #4CLEANOUT #5CLEANOUT #6CLEANOUT #7CLEANOUT #8CLEANOUT #9CLEANOUT #10CLEANOUT #1 <br />CLEANOUT #2 <br />CLEANOUT #3 <br />W/ (3) 22.5° BENDS <br />CLEANOUT #4 <br />W/ (2) 22.5° BENDS <br />CLEANOUT #5 <br />CLEANOUT #6 <br />W/ (3) 22.5° BENDS <br />CLEANOUT #7 <br />W/ 22.5° BEND <br />CLEANOUT #9 <br />W/ (4) 22.5° BENDS <br />CLEANOUT #8 <br />W/ 11° BEND <br />32.58 LF @ 1% <br />61.51 LF @ 1% <br />54.95 LF @ 1% <br />62.49 LF @ 1% <br />63.89 LF @ 1% <br />38.84 LF @ 1% <br />49.58 LF @ 1% <br />75.76 LF @ 1. <br />5 <br />0 <br />% <br />73.00 LF @ 1. <br />5 <br />0 <br />% <br />62.37 LF @ 1% <br />ASPHALT <br />PARKING <br />AREA <br />ASPHALT <br />PARKING <br />AREA <br />TRANSPORTATION ADMINISTRATIVE <br />BUILDING - SINGLE STORY - FFE = 667.58' <br />DROP INLET <br />INV. IN 658.60 (15" RCP) <br />INV. OUT 658.48 (18" RCP) <br />EDGE OF <br />ASPHALT <br />ASPHALTDRIVEWAY <br />A <br />S <br />P <br />H <br />A <br />L <br />T <br />D <br />R <br />I <br />V <br />EW <br />A <br />Y <br />CONCRETE TILE <br />PATIO <br />EDGE OF <br />ASPHALT <br />EX. CLEANOUT <br />INV. 658.69' (4" PVC) <br />EX. CLEANOUT <br />INV. 656.79' (4" PVC) <br />EX. CLEANOUT <br />INV. 654.40' (4" PVC) <br />EX. CLEANOUT <br />INV. 653.21' (4" PVC) <br />PIPE DISCHARGING <br />INTO DITCH <br />INV. 655.99' (18" RCP) <br />DROP INLET <br />INV. IN 658.86' (15" RCP) <br />INV. OUT 658.53' (15" RCP) <br />FLARED END SECTION <br />INV. 659.02 (15" RCP) <br />INV. 647.21' <br />(18" RCP) <br />INV. 650.52' <br />(18" RCP) <br />EX. STEPS (RR TIES, <br />GRAVEL INFILL) <br />IRREGULAR SPACING <br />METAL HAND RAIL <br />IN CENTER <br />ASPHALT SAWCUT, <br />REMOVE & PATCH (TYP.) <br />ASPHALT SAWCUT, <br />REMOVE & PATCH (TYP.) <br />TOP OF CLEANOUT TO BE <br />FLUSH WITH EXISTING GROUND <br />EX. STORM PIPE <br />CROSSING <br />INV. 656.37 <br />PVC <br />PVC <br />DIP <br />DIP <br />DIP <br />DIP <br />PVC <br />PVC <br />STEP LATERAL 1FT VERTICAL <br />TO GO OVER STORM PIPE <br />2' X 2' X 6" PRECAST <br />CONCRETE RING AT <br />CLEANOUT (TYP.) <br />CHANGE CONNECTION TO EXIST. <br />SEWER ON EAST SIDE (ROUGHLY <br />100' OF NEW PIPE AND ONE <br />CLEANOUT <br />PVC <br />PVC <br />NOTES: <br />GRAVITY SEWER PIPING SHALL BE DUCTILE IRON PIPE <br />(DIP) PRESSURE CLASS 350 EPOXY LINED <br />INTERIOR/ASPHALTIC COATED EXTERIOR (CONFORMING <br />TO AWWA C150 AND AWWA C151 AND WITH RUBBER <br />JOINTED GASKETS CONFORMING TO AWWA C111), OR <br />SDR 35 PVC (PIPE AND FITTINGS MEETING ASTM 3034; <br />GASKETS CONFORMING TO ASTM F477). <br />ASPHALT SAWCUT, <br />REMOVE & PATCH (TYP.) <br />CLEANOUT #10 <br />REMOVE 10" GUM AND <br />18" OAK TREE <br />INSTALL CLASS B <br />RIPRAP 6" DEPTH <br />2' W X 5' L <br />06-14-23ADDENDUM #109-25-2020DASCUT IN NEW 4" WYE ON <br />EXISTING 4" LINE. COUPLE <br />W/ STAINLESS STEEL BENDS <br />NEW CLEANOUT <br />APPROX. 130'- 4" PVC REVISE SEWER CONNECTION06-14-2023DASN:\2020\20-0014.014 Orange County - Trans Admin Bldg\Civil\Current Drawings\20-0014_S.dwg, C-1, 6/14/2023 10:06:44 AM, don.sever, 1:1DocuSign Envelope ID: 2F081A33-3467-4397-9A69-88B9C75EB97F