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ST-4 DIRIM=579.20'P-4ST-5 DIRIM=575.61'P-5ST-6 DIRIM=574.50'P-6ST-10 DIRIM=579.50'P-10ST-15 OT2 SIDESRIM=578.74'ST-11 OTRIM=576.54'ST-12 DIRIM=576.59'P-12EX P-11cwSLSLuuuuuuuuuuSL SLSLSLSLSL <br />S <br />L <br />SLSLSLSLSLSLSLSLSLSLSLWWWWWWWWWW W W W W W W WMHMH12"TC <br />576.33'X575.48'X576.01'X575.29'X576.27'X576.33'X576.45'X575.04'X576.42'X577.04'X580.00'580.00'576.37'X584582581580579578578577574Building BBuilding ARec BuildingTWO STORY BRICKW/ BASEMENTFFE=572.60'TWO STORY BRICKW/ BASEMENTFFE=573.60'RECREATION BUILDINGTWO STORY BRICKWATERPROOFOUTSIDE OF WALLAPPROXIMATELY 7'IN HEIGHT (SEE D-3)REPAIR VOIDUNDER SLABWATERPROOFOUTSIDE OF WALLAPPROXIMATELY 7' INHEIGHT (SEE D-3)FILL IN DEPRESSIONABOVE WEEP HOLEIN RETAINING WALL6' LONG METAL DECKINGOVER CONCRETE FLUME (SEED-2)ELEV=579.80'10'X10' GRAVELPAD 4" THICKNESSFOR PICNIC TABLEGRASSED SWALE4" PVC4" PVCDEPRESS CENTER OFSLAB TO DRAIN TO ST-5DEPRESS CENTEROF SLAB TO DRAINTO ST-8OPEN THROATCATCH BASINUNDERGROUNDUTILITYUNDERGROUNDUTILITYUNDERGROUNDUTILITYCONNECT NEW 4" PVCTO EX. DOWNSPOUTSEX GRASSED SWALE HIGHPOINT; SLOPE 1% EACHDIRECTION ST-4 DI RIM (FL) = 579.20 INV IN = 571.67 (P-5) INV IN = 572.89 (P-10) INV OUT = 571.67 (P-4) ST-5 DI RIM (FL) = 575.61 INV IN = 572.17 (P-6) INV OUT = 572.17 (P-5) ST-11 OT RIM (FL) = 576.54 INV IN = 573.85 (P-12) INV OUT = 573.60 (EX P-11) ST-12 DI RIM (FL) = 576.59 INV OUT = 573.92 (P-12)P-4P-5P-677.01'56.77'48.39'15"15"15"0.93%0.88%0.50%ST-3 DIST-4 DIST-5 DI570.96571.67572.17ST-4 DIST-5 DIST-6 DI571.67572.17572.42EX P-11P-12147.49'10.48'15"12"4.20%0.68%ST-11 OTST-11 OT573.60573.85ST-12 DI567.40573.92P-1048.27'15"1.15%ST-4 DI572.89ST-10 DI573.45NAMELENGTHSIZESLOPESTARTINVERT INENDINVERT OUT ST-6 DI RIM (FL) = 574.50 INV OUT = 572.42 (P-6) ST-7 DI ST-10 DI RIM (FL) = 579.50 INV OUT = 573.45 (P-10)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:DAS (DON.SEVER@SUMMITDE.NET)20-0014WHITTED COMPLEX <br />HILLSBOROUGH, NC, 27278 <br />300 WEST TRYON ST <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 Court <br />Hillsborough, NC 27278-8551 <br />Voice: (919) 732-3883 Fax: (919) 732-6676 <br />www.summitde.net <br />FIRST ISSUE DATE <br />MGA (MALLORY.ARMFIELD@SUMMITDE.NET) <br />09-02-2020 <br />MGA (MALLORY.ARMFIELD@SUMMITDE.NET) <br />ENGINEERING, INC.Know what'sbelow.before you dig.CallRCONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) ATLEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTIONOR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDETHEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORTANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.20-0014_SC-5BUILDING B <br />SITE & UTILITY PLAN1 inch = ft.GRAPHIC SCALE( IN FEET )10STRUCTURES DATAPIPES SCHEDULEAREA IS TO BE REGRADED TOSLOPE AWAY FROMBUILDING. INSTALL 322 SF 3'STONE MULCH WITH 128 LFSTEEL EDGING AT AREASSHOWN (SEE D-2)AREA IS TO BE REGRADED TOSLOPE AWAY FROMBUILDING. INSTALL 165 SF 3'STONE MULCH WITH 55 LFSTEEL EDGING AT AREASSHOWN (SEE D-3)AREA IS TO BE REGRADED TOSLOPE AWAY FROMBUILDING. INSTALL 341 SF 3'STONE MULCH WITH 119 LFSTEEL EDGING AT AREASSHOWNWATERPROOF OUTSIDE OF WALL9/2/2020DocuSign Envelope ID: 7D9ACD4F-8F6C-42B6-9ADB-C60032DB6D03