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2023-661-E-Hamlett Associates-RFP5399 - Whitted Stormwater Improvements Project
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2023-661-E-Hamlett Associates-RFP5399 - Whitted Stormwater Improvements Project
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Last modified
11/21/2023 2:43:28 PM
Creation date
11/21/2023 2:39:10 PM
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Contract
Date
11/14/2023
Contract Starting Date
11/14/2023
Contract Ending Date
11/15/2023
Contract Document Type
Contract
Amount
$3,600.00
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EX ST-00 DI <br />RIM=573.00' <br />ST-1 OT <br />RIM=573.82'P-1ST-2 DI <br />RIM=577.87' <br />P-2 <br />ST-3 DI <br />RIM=578.90'P-3ST-4 DI <br />RIM=579.20' <br />P-4 <br />ST-5 DI <br />RIM=575.61'P-5P-6 <br />ST-10 DI <br />RIM=579.50' <br />P-10 <br />ST-7 DI <br />RIM=576.54' <br />P-7 <br />ST-8 DI <br />RIM=576.81' <br />P-8 <br />ST-9 DI <br />RIM=575.38' <br />P-9 <br />EX P-00SLSLSLSLSLSLSL SL <br />SL <br />SLSL SLSL <br />S <br />L <br />SL SLSL <br />WABOVE GROUND 6"CPP576.33' <br />575.48'576.01' <br />X <br />575.29' <br />X <br />576.27' <br />X <br />576.33' <br />X <br />576.45'X <br />575.04' <br />X <br />576.42'X <br />577.04' <br />X <br />577.79' <br />X <br />577.08' <br />X <br />576.90'X <br />576.63' <br />X <br />576.67'X <br />576.44' <br />X <br />576.37' <br />X <br />5 <br />7 <br />6 <br />574 <br />573 <br />5 <br />7 <br />2 <br />572573574575 576577575 <br />578 <br />Building A <br />TWO STORY BRICK <br />W/ BASEMENT <br />FFE=573.60' <br />METAL DECKING OVER <br />CONCRETE FLUME <br />(SEE D-2) <br />REPAIR VOID <br />UNDER SLAB <br />WATERPROOF <br />OUTSIDE OF WALL <br />APPROXIMATELY 7' IN <br />HEIGHT (SEE D-3) <br />FILL IN DEPRESSION <br />ABOVE WEEP HOLE <br />IN RETAINING WALL <br />4" PVC <br />4" PVC <br />4" PVC <br />NEW CONCRETE <br />FLUME (SEE D-2) <br />ELEV=579.80' <br />10'X10' GRAVEL <br />PAD 4" THICKNESS <br />FOR PICNIC TABLE <br />GRASSED SWALE <br />4" PVC <br />4" PVC <br />DEPRESS CENTER OF <br />SLAB TO DRAIN TO ST-5 <br />DEPRESS CENTER <br />OF SLAB TO DRAIN <br />TO ST-8 <br />UNDERGROUND <br />UTILITY <br />UNDERGROUND <br />UTILITY <br />UNDERGROUND <br />UTILITIES <br />EX. WALL <br />CONNECT NEW 4" PVC <br />TO EX. DOWNSPOUTS <br /> EX ST-00 DI <br /> RIM (FL) = 573.00 <br /> INV IN = 569.80 (P-1) <br /> INV OUT = 569.70 (EX P-00) <br /> ST-1 OT <br /> RIM (FL) = 573.82 <br /> INV IN = 570.13 (P-2) <br /> INV OUT = 570.13 (P-1) <br /> ST-2 DI <br /> RIM (FL) = 577.87 <br /> INV IN = 570.44 (P-3) <br /> INV IN = 570.77 (P-7) <br /> INV OUT = 570.44 (P-2) <br /> ST-3 DI <br /> RIM (FL) = 578.90 <br /> INV IN = 570.96 (P-4) <br /> INV OUT = 570.96 (P-3) <br /> ST-4 DI <br /> RIM (FL) = 579.20 <br /> INV IN = 571.67 (P-5) <br /> INV IN = 572.89 (P-10) <br /> INV OUT = 571.67 (P-4) <br /> ST-5 DI <br /> RIM (FL) = 575.61 <br /> INV IN = 572.17 (P-6) <br /> INV OUT = 572.17 (P-5) <br /> ST-6 DI <br /> RIM (FL) = 574.50 <br /> INV OUT = 572.42 (P-6) <br /> ST-7 DI <br /> RIM (FL) = 576.54 <br /> INV IN = 571.10 (P-8) <br /> INV IN = 571.10 (P-9) <br /> INV OUT = 571.02 (P-7) <br /> ST-8 DI <br /> RIM (FL) = 576.81 <br /> INV OUT = 571.59 (P-8) <br /> ST-9 DI <br /> RIM (FL) = 575.38 <br /> INV OUT = 571.71 (P-9) <br /> ST-10 DI <br /> RIM (FL) = 579.50 <br /> INV OUT = 573.45 (P-10) <br /> ST-11 OT <br /> RIM (FL) = 576.54 <br /> INV IN = 573.85 (P-12) <br /> INV OUT = 573.60 (EX P-11) <br /> ST-12 DI <br /> RIM (FL) = 576.59 <br /> INV OUT = 573.92 (P-12) <br />NAME <br />EX P-00 <br />P-1 <br />P-2 <br />P-3 <br />P-4 <br />P-5 <br />P-6 <br />P-7 <br />P-8 <br />P-9 <br />P-10 <br />LENGTH <br />97.10' <br />44.59' <br />40.63' <br />76.88' <br />77.01' <br />56.77' <br />48.39' <br />22.84' <br />32.71' <br />56.64' <br />48.27' <br />SIZE <br />15" <br />15" <br />15" <br />15" <br />15" <br />15" <br />15" <br />15" <br />15" <br />15" <br />15" <br />SLOPE <br />2.47% <br />0.75% <br />0.75% <br />0.67% <br />0.93% <br />0.88% <br />0.50% <br />1.09% <br />1.50% <br />1.08% <br />1.15% <br />START <br />EX ST-00 DI <br />EX ST-00 DI <br />ST-1 OT <br />ST-2 DI <br />ST-3 DI <br />ST-4 DI <br />ST-5 DI <br />ST-2 DI <br />ST-7 DI <br />ST-7 DI <br />ST-4 DI <br />INVERT IN <br />569.70 <br />569.80 <br />570.13 <br />570.44 <br />570.96 <br />571.67 <br />572.17 <br />570.77 <br />571.10 <br />571.10 <br />572.89 <br />END <br />ST-1 OT <br />ST-2 DI <br />ST-3 DI <br />ST-4 DI <br />ST-5 DI <br />ST-6 DI <br />ST-7 DI <br />ST-8 DI <br />ST-9 DI <br />ST-10 DI <br />INVERT OUT <br />567.30 <br />570.13 <br />570.44 <br />570.96 <br />571.67 <br />572.17 <br />572.42 <br />571.02 <br />571.59 <br />571.71 <br />573.45 <br />EX P-11 <br />P-12 <br />147.49' <br />10.48' <br />15" <br />12" <br />4.20% <br />0.68% <br />ST-11 OT <br />ST-11 OT <br />573.60 <br />573.85 ST-12 DI <br />567.40 <br />573.92 BYDATEREVISIONS132456PROJECT NO. <br />SHEET NO.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:DAS (DON.SEVER@SUMMITDE.NET)20-0014WHITTED COMPLEXHILLSBOROUGH, NC, 27278300 WEST TRYON STSITE PLANCreatively Inspired - Technically ExecutedLicense #: P-0339320 Executive CourtHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEMGA (MALLORY.ARMFIELD@SUMMITDE.NET)09-02-2020MGA (MALLORY.ARMFIELD@SUMMITDE.NET)ENGINEERING, INC.Know what's below. <br />before you dig.Call <br />R <br />CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT <br />LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION <br />OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. <br />CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE <br />THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT <br />ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. <br />20-0014_S <br />C-4 BUILDING ASITE & UTILITY PLAN1 inch = ft. <br />GRAPHIC SCALE <br />( IN FEET ) <br />10 <br />STRUCTURES DATA <br />PIPES SCHEDULE <br />AREA IS TO BE REGRADED TO SLOPE <br />AWAY FROM BUILDING. INSTALL 499 <br />SF 3' STONE MULCH WITH 165 LF <br />STEEL EDGING AT AREAS SHOWN <br />(SEE D-3) <br />AREA IS TO BE REGRADED TO <br />SLOPE AWAY FROM BUILDING. <br />INSTALL 209 SF 3' STONE <br />MULCH WITH 104 LF STEEL <br />EDGING AT AREAS SHOWN <br />(SEE D-3) <br />WATERPROOF OUTSIDE OF WALL <br />REPLACE JOINT SEALANT <br />AROUND PERIMETER OF LOUVER <br />REPAIR DAMAGED <br />AND MISSING BRICK <br />AND CONCRETE AT <br />CORNER <br />REPAIR DAMAGED <br />CONCRETE <br />INFILL HOLE IN BRICK <br />BEHIND DOWNSPOUT <br />9/2/2020 <br />DocuSign Envelope ID: 7D9ACD4F-8F6C-42B6-9ADB-C60032DB6D03
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