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SHOWN AS 35' PUBLIC R/W PB 3 PG 97ouououououououoeoe <br />oeoeoeoeoeoeoeoeoeoeoeoeguyRIM=577.415"RCPRIM=577.0IN=574.8OUT=574.7IN=592.7IN=592.7FFE=578.62CONCRETE SIDEWALK 590.2 (SECOND FLOOR BRIDGE)590.3 (SECOND FLOOR BRIDGE)A.K.A. NEW HAZEL STREET <br />GRAVEL PARKING LOTguy579.95SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS8"PVC <br />576.2575.8N 00°05'31" E 585.70'RIM=574.50'5 <br />9 <br />5 <br />5 <br />9 <br />6 <br />5 <br />97 <br />598ST-13 OT2 SIDESRIM=578.24'EX P-13 ST-14 OT3 SIDESTOP=582.70'RIM=578.50'P-14 <br />ST-15 OT2 SIDESRIM=578.74'P-15ST-11 OTRIM=576.54'ST-12 DIRIM=576.59'P-12EX P-11cw33.34%53.55%uuuuuuuuuuSLSLSLSLSLSLSLSLSLSLSLWWWWWW <br />W W W W W W <br />W <br />WWW <br />WW12"TC JVAN580.00'X580.00'X580.00'X579.30'XSHOWN AS 35' PUBLIC R/W PB 3 PG 97A.K.A. NEW HAZEL STREET <br />588586584582589587585581580578577Rec BuildingTW: 581.93'BW: 580.24'TW: 582.70'BW: 580.35'TW: 582.70'BW: 581.03'TW: 582.75'BW: 580.28'ADA RAMPSEE DETAIL SHEET D-4RECREATION BUILDINGTWO STORY BRICKFFE=578.62'MAX 2% ANYDIRECTIONENTIRE PADPAVED ASPHALT ADA PARKING24' WIDE X 18' LONG (SEE D-1)WHEEL STOP (SEE D-1)ADA PARKING SIGN (SEE D-1)40' SAFETY FENCINGWATERPROOFOUTSIDE OF WALLAPPROXIMATELY 4'IN HEIGHT (SEE D-3)EXISTING BRIDGEELEV= 590.1'42 LF SAFETYFENCINGEXISTING BRIDGEELEV= 590.1'70 LF SAFETY FENCINGWATERPROOFOUTSIDE OF WALLAPPROXIMATELY 7'6' LONG METAL DECKINGOVER CONCRETE FLUME (SEED-2)18 LF SAFETYFENCINGTW: 582.70'BW: 578.80'TIE WALL INTOOPEN THROATCATCH BASINOPEN THROATCATCH BASINREPLACE EXISTING FIREHYDRANTEXISTING WATERLINEUNDERGROUNDUTILITY5' CONCRETE SIDEWALKSECONDFLOORBRIDGEEX <br />TW: 581.00'BW: 580.50'SEGMENTAL BLOCKWALL (115' LONG)GRASSED SWALE HIGHPOINT; SLOPE 1% EACHDIRECTION ST-13 OT RIM (FL) = 578.24 INV IN = 574.80 (P-14) INV OUT = 574.70 (EX P-13) ST-14 OT RIM (FL) = 578.74 INV IN = 575.30 (P-15) INV OUT = 575.22 (P-14) ST-15 OT RIM (FL) = 578.74 INV OUT = 575.81 (P-15) 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)NAMEEX P-13P-14P-15LENGTH135.22'83.53'101.15'SIZE15"15"15"SLOPE5.69%0.50%0.50%STARTST-13 OTST-14 OTINVERT IN567.00574.80575.30ENDST-13 OTST-14 OTST-15 OTINVERT OUT574.70575.22575.81NAMEEX P-11P-12LENGTH147.49'10.48'SIZE15"12"SLOPE4.20%0.68%STARTST-11 OTST-11 OTINVERT IN573.60573.85ENDST-12 DIINVERT OUT567.40573.92BYDATEREVISIONS <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-6REC BUILDING <br />SITE & UTILITY PLAN1 inch = ft.GRAPHIC SCALE( IN FEET )10STRUCTURES DATAPIPES SCHEDULEAREA IS TO BE REGRADED TOSLOPE AWAY FROMBUILDING. INSTALL 530 SF 3'STONE MULCH WITH 170 LFSTEEL EDGING AT AREASSHOWN (SEE D-3)GRASSED SWALESEE DETAIL; THISSHEETRECBUILDINGGRASSED SWALE DETAILNTSSEGMENTALBLOCK WALLHEIGHT VARIES,SEE PLANEXISTINGGRADE5'5'MAX 3:1SLOPEPROVIDE HIGH POINT AT CLEANOUT THENSLOPE DITCH 1% EACH WAY TO ST-14 ANDST-15BLOCK WALL SECTIONNTSFINISHED GRADE8" MINIMUM COMPACTED GRANULARLEVELING PAD. MINIMUM WIDTH SHALLEQUAL FACING UNIT WIDTH + 12".DESIGN <br />HEIGHT <br />4' MAX.12" THICK CLEAN CRUSHEDDRAINAGE STONE)4" CAP UNIT8" MIN. LOW PERMEABLE SOIL4" PERFORATED PIPE. MAX.DISTANCE OF 40' BETWEENOUTLETS8" FACING UNITFACING OFFSET0.25" - 1.0"/BLOCK8"EXISTING GRADEFILTER FABRICAPPROXIMATE LIMITSOF EXCAVATIONNOTES:1.RETAINING WALLS ARE REQUIRED TO BEINTEGRALLY TINTED AN EARTH TONE BROWNCOLOR.WATERPROOF OUTSIDE OF WALLMAINTAIN 580'ELEVATIONALONGBUILDINGREPAIR DAMAGEDBRICK AND TUCKPOINT CRACKEDMORTAR NEAR TOP OF DOORPERFORM EXTERIOR BRICKREPAIR WORK SCOPE ANDINTERIOR JOINT SEALANTREPLACEMENT AT SOUTH ELEVATION9/2/2020DocuSign Envelope ID: 7D9ACD4F-8F6C-42B6-9ADB-C60032DB6D03