2023-661-E-Hamlett Associates-RFP5399 - Whitted Stormwater Improvements Project

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ORANGE COUNTYDB 104 PG 382PIN 9864-87-8123PB 2 PG 58ououououououououououououououououououououoeoeoeoeoeoeoeoeoeoeoeoeoeoeoeoeoeoeguyoeoeoeoeDB 259 PG 38BERTRAM & TOWNSENDDB 5741 PG 95PB 3 PG 97PIN 9864874083JOHN KIRBYDB 1013 PG 182PIN 9864875102JOHN HARTINGHDB 4790 PG 132PB 3 PG 97PIN 9864874293ALLRED & WHITEDB 5011 PG 231PB 3 PG 97PIN 9864874381ROBERT FROSTDB 6120 PG 454PB 3 PG 97PIN 9864874481SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSS8"PVCN 00°05'31" E 585.70'EX ST-00 DIRIM=573.00'ST-1 OTRIM=573.82'P-1 ST-2 DIRIM=577.87'P-2ST-3 DIRIM=578.90'P-3ST-4 DIRIM=579.20'P-4ST-5 DIRIM=575.61'P-5ST-6 DIRIM=574.50'P-6ST-10 DIRIM=579.50'P-10ST-7 DIRIM=576.54'P-7ST-8 DIRIM=576.81'P-8ST-9 DIRIM=575.38'P-9EX P-00 595 600605610593 59 4 596597 598599 601602603604606607608609595 59 2 5935 9 4 596 597 598 585 590 583 584 586 587 588 589 591 592ST-13 OT2 SIDESRIM=578.24'EX P-13 ST-14 OT3 SIDESTOP=582.70'RIM=578.50'P-14 ST-15 OT2 SIDESRIM=578.74'P-15ST-11 OTRIM=576.54'ST-12 DIRIM=576.59'P-12EX P-1133.34%53.55% S L S LOUT=562.28IN=562.39(W)RIM=566.80UNABLE TO REMOVE METALRIM=567.598"TCDEBRIS RING TO GET INVERTSSLSL8"PVC8"TCIN=563.28(N)RIM=567.13S L SL 8"TCSL8"TC SLRIM=567.86IN=571.50(NW)IN=572.11(NE)OUT=570.08SLuuSLSLSLSLSLSLSLSL SLSLSLSLSL SLSLSLSLSLSLS L SLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLWWWWWWW W W8"TCCONNECTION NOT FOUND4"TC MHMH12"TC JVANABOVE GROUND 6"CPP 576.33'X575.48'X576.01'X575.29'X576.27'X576.33'X576.45'X575.04'X576.42'X577.04'X577.79'X577.08'X576.90'X576.63'X576.67'X576.44'X580.00'X580.00'X580.00'X579.30'X576.37'XSHOWN AS 35' PUBLIC R/W PB 3 PG 97A.K.A. NEW HAZEL STREET (VARIABLE WIDTH R/W)588586584582589587585581582 581 576574573572572 573 574575 5 7 6 5 7 7574573572571570569 575580579578578577574573 W TRYON STBuilding BBuilding ARec BuildingDUMPSTER CORRALSEE DETAIL SHEET D-1GRASSED SWALETW: 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-4ADD 4" GRAVEL TOPARKING LOTAPPROX 2435 SYTWO STORY BRICKW/ BASEMENTFFE=572.60'TWO STORY BRICKW/ BASEMENTFFE=573.60'RECREATION BUILDINGTWO STORY BRICKFFE=578.62'NEW OPEN THROATCATCH BASIN (SEE D-2)3 SIDEDRIM= 589.90'INV OUT= 586.90'METAL DECKING OVERCONCRETE FLUME(SEE D-2)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'IN HEIGHT (SEE D-3)REPAIR VOIDUNDER SLABWATERPROOFOUTSIDE OF WALLAPPROXIMATELY 7' INHEIGHT (SEE D-3)FILL IN DEPRESSIONABOVE WEEP HOLEIN RETAINING WALL4" PVC4" PVC4" PVCNEW CONCRETEFLUME (SEE D-2)6' LONG METAL DECKINGOVER CONCRETE FLUME (SEED-2)ELEV=579.80'10'X10' GRAVELPAD 4" THICKNESSFOR PICNIC TABLEGRASSED SWALE4" PVC4" PVC18 LF SAFETYFENCINGTW: 582.70'BW: 578.80'TIE WALL INTOOPEN THROATCATCH BASINDEPRESS CENTER OFSLAB TO DRAIN TO ST-5DEPRESS CENTEROF SLAB TO DRAINTO ST-8OPEN THROATCATCH BASINREPLACE EXISTING FIREHYDRANTEXISTING WATERLINEUNDERGROUNDUTILITYUNDERGROUNDUTILITYUNDERGROUNDUTILITY5' CONCRETE SIDEWALK2- 12" CMPUNDERGROUNDUTILITIESEX. WALLCONNECT NEW 4" PVCTO EX. DOWNSPOUTSSECONDFLOORBRIDGEEX TW: 581.00'BW: 580.50'SEGMENTAL BLOCKWALL (115' LONG)GRASSED SWALE HIGHPOINT; SLOPE 1% EACHDIRECTIONGRAVELASPHALT EX ST-00 DI RIM (FL) = 573.00 INV IN = 569.80 (P-1) INV OUT = 569.70 (EX P-00) ST-1 OT RIM (FL) = 573.82 INV IN = 570.13 (P-2) INV OUT = 570.13 (P-1) ST-2 DI RIM (FL) = 577.87 INV IN = 570.44 (P-3) INV IN = 570.77 (P-7) INV OUT = 570.44 (P-2) ST-3 DI RIM (FL) = 578.90 INV IN = 570.96 (P-4) INV OUT = 570.96 (P-3) 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-6 DI RIM (FL) = 574.50 INV OUT = 572.42 (P-6) ST-7 DI RIM (FL) = 576.54 INV IN = 571.10 (P-8) INV IN = 571.10 (P-9) INV OUT = 571.02 (P-7) ST-8 DI RIM (FL) = 576.81 INV OUT = 571.59 (P-8) ST-9 DI RIM (FL) = 575.38 INV OUT = 571.71 (P-9) ST-10 DI RIM (FL) = 579.50 INV OUT = 573.45 (P-10) 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-00P-1P-2P-3P-4P-5P-6P-7P-8P-9P-10LENGTH97.10'44.59'40.63'76.88'77.01'56.77'48.39'22.84'32.71'56.64'48.27'SIZE15"15"15"15"15"15"15"15"15"15"15"SLOPE2.47%0.75%0.75%0.67%0.93%0.88%0.50%1.09%1.50%1.08%1.15%STARTEX ST-00 DIEX ST-00 DIST-1 OTST-2 DIST-3 DIST-4 DIST-5 DIST-2 DIST-7 DIST-7 DIST-4 DIINVERT IN569.70569.80570.13570.44570.96571.67572.17570.77571.10571.10572.89ENDST-1 OTST-2 DIST-3 DIST-4 DIST-5 DIST-6 DIST-7 DIST-8 DIST-9 DIST-10 DIINVERT OUT567.30570.13570.44570.96571.67572.17572.42571.02571.59571.71573.45NAMEEX 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 1 3 2 4 5 6PROJECT NO.SHEET NO.PROJECT ENGINEER/ARCHITECT PROJECT MANAGER DRAWN BY 7DRAWING NAME:DAS (DON.SEVER@SUMMITDE.NET)20-0014WHITTED COMPLEX HILLSBOROUGH, NC, 27278 300 WEST TRYON ST SITE PLAN 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 License #: P-0339 320 Executive Court Hillsborough, NC 27278-8551 Voice: (919) 732-3883 Fax: (919) 732-6676 www.summitde.net FIRST ISSUE DATE MGA (MALLORY.ARMFIELD@SUMMITDE.NET) 09-02-2020 MGA (MALLORY.ARMFIELD@SUMMITDE.NET) 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-3SITE & UTILITY PLAN1 inch = ft.GRAPHIC SCALE( IN FEET )301 inch = ft.GRAPHIC SCALE( IN FEET )30TIE TOEXISTINGGRADE;MAX 3:1SLOPEGRASSED SWALE DETAILNTSGRASSED SWALESEE DETAIL- THISSHEET10'CONC.SIDEWALKSTORM DRAINAGE STRUCTURE CHARTPIPE DATA CHARTNOTE: STORM DRAINAGE PIPETO BE HDPEEXISTINGGRADE12" DEPTHNOTE:DI= DROP INLETOT= OPEN THROATFOR OPEN THROAT BOXES ADD0.83' FOR TOP ELEVATIONUNLESS OTHERWISE SHOWN9/2/2020DocuSign Envelope ID: 7D9ACD4F-8F6C-42B6-9ADB-C60032DB6D03