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HomeMy WebLinkAboutWPO201200062 Plan - As-built 2022-10-20LEGEND EXISTING NEW 10 10 ---310--- 10 310 -- 31x1 .5 1� 0 311.5 TC x xi 578X 311.5 TW x 5rx 311.5 B W x 578X A_N /F—N F_ 0 0 0 X m m `' RD RD q OF-70 S W 0 ®v O O DESCRIPTION BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT PARKING COUNT DIMENIONS GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT EVELVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING CONCRETE/PAVEMENT-SIDEWALK RIPRAP ASPHALT GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE FENCE STREAM UTILITY EASEMENT UTILITY POLE LIGHT POLE OVERHEAD UTILITY OVERHEAD UTILITY GUY MANHOLE STORM LINE ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT SEWER LINE SANITARY EASEMENT WATER LINE WATER METER WATER VALVE AND BOX FIRE HYDRANT WATER EASEMENT GAS LINE OWNER/DEVELOPER Owner: Old Trail Community Association Inc. C/O Denise Ramey 5699 Upland Dr. Crozet, VA 22932 Developer: Bights Development Corporation 5380 Golf Drive, Suit 103 Crozet, VA 22932 Design Engineer: Collins Engineering 200 Garret St, Suit K. Charlottesville, VA 22902 Telephone: (434) 293-3719 Email: Scott@collins-engineering.com As -Built Engineer Shimp Engineering, P.C. 912 East High St. Charlottesville, VA 22902 Telephone: (434) 227-5140 Email: justin@shimp-engineering.com OLD TRAIL CREEKSIDE ZONING R-1 Residential, Bonus Level ( Cluster Development ) TOTAL ACREGE 17.71 ac. (Phase III) MAGISTERIAL DISTRICT Whitehall District FLOODZONE FEMA flood insurance rate map (community panel 51041C0020D), effective date December 18, 2012 shows this property is not within zone AE and no portion of the property lies within the 100-year flood plain. TOPO & SURVEY Topography provided by licensed land surveyor Jennings Stephenson, PC in 2006, Based on Field run and Updated in June 2012, site Was Field verified on August 30th, 2012. As -built Survey Performed by Shimp Engineering on June 30th, 2020 to July 2nd, 2020. Additional As -Built Survey Performed by Foresight Survey, P.C. on August 10th, 2022 AS -BUILT BMP COORDINATES (Primary Spillway) Northing: 3912358.77 Easting: 11419175.45 SWM FACILITY DEED BOOK/PAGE Deed Book - 4626 Page - 569 VSMP ASBUILT PLAN III -PHASE III TAX MAP 055E-04 PARCELS 38-61 WHITEHALL DISTRICT - ALBEMARLE COUNTY, VIRGINIA WP0201200062 VICINITY MAP SCALE: 1°=1000' ST GEORGE ® ® ACRES w-^•., LAUREL HILLS o Housg Q ® Asa o Mar & Man 8 Marketing SCrozet Elementary0 School R OSSISINNG CR0S ero ORCHARD ltqlIIII® ACRES w GRAYROCK WAYLANDS JARMAN GRANT '0 R WAYLAND PARK `ry'ma GAP ESTATE jNmw,^C+e SATE Crozet pizza© 7 ae '� O ® •curie Pie aake on BARGAMIN PARK All, Crozet Smoketl KitchenBTap® ® s 5 Theo Nor .. s A,m.,^c4 we d REAs w,M„,.,.,�. aOLD � rma PA CREEKSIDE III ; vl 0 - 4 wtla.M^6w P. rg s^ CrazetP 8Pool King Family Vmeyarft 9 (� s '• PARK VIEW Map provided by Google.com SHEETINDEX C1 COVER SHEET C2 AS -BUILT SITE PLAN C3 AS -BUILT SWM FACILITY DETAILS APPROVED by the Albemarle County Community Development Department Date 12/02/2022 File WP0201200062 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ��P TH OF 0 c U TTT T T a 45183 I (1 ?.a 72 4 4/IATA1 ECG VSMP AS BUILT PLAN OLD TRAIL CREEKSIDE III PHASE III ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 08.16.2021 REVISION: 1. 06/23/2022 2. 09/26/2022 3. 10/20/2022 FILE NO. COVER SHEET 19.034 SHEET C1 of C3 C 1 40 ... .. .� ........ �:::........... ` .>............. . \ • ..... • • , .. , .... • ; : , ..... .. . I CHARLOTTESVILLE 992 JUST IMP -ENGINEERING COM 12E HIGH ST 27 51 ...... _ ...... ...... : � -�_ i ,��yyt.. �...�. � I�...� . ...... 1 I I: .. _ .i...-,� �� / � 1': VA 22 IN SH I FILE NO. 2:1 SIDESLOPES 19.034 I I DPIPE I ASBUILT SITE PLAN .20 COCS 736 30ORATOP F POND BOTOM Top 732.68 2.PE 4- = 4"0RIOE IN 738 07 744.50 6" ORIFCOORpINAT78.ES; SHEET C2 of C3 721406 50 0 50 100 150 TOP OF DAM = 38.067587, - � � ^ L- Scale: 1 "=50' 30" CONCRETE STANDPIPE W. GRATE TOP=741.20 24" HOPE OUT=732.68 6" ORIFICE x2=738.07 4" ORIFICE x2=734.86 TRASH RACKS ON ALL ORIFICES sir E VSmti cr ME urrAIL TRASH RACKS SHOWN ON THIS SHEET. INSTALLED ON ALL ORIFICES ORIFICE COEFF. = 0.6 RISER FOOTING - , - / SEE THIS SHEET FOR DETAILS 50' EMERGENCY SPILLWAY ELEV=743.00 Nov IN-F3---BB' mov ea% 5�61-fL 24" HDPE 117 LF ® 0.96% INV IN=732.68 MULIT-STAGE RISER INV OUT=731.56 NOT TO 10' TOP OF DAM rely er= strof 100 YEAR ELEV=744.50 W.S.E.=742.58' ) ti 1.42' OF FREEBOARD DURING THE 100-YR STORM EI/ENT 1 5' se# `WEIR COEFF.= 3.3 50' GRASS LINED €MerRv^EHe^Y EMERGENCY s""�'"'T SPILLWAY n ELEV=743.00 EMERGENCYSPILLWAY NTS 64 LF 24" HDPE 11 RIPRAP orrcH 1 h'ARTdV 6�' ACCESS RO�. SLOPES<, ENCOAlPASS �� AN ACCAS'S I 2 t rimer a flll-I rlAlt ... / r'n Tr VTl1 C '� RIPRAP LINED SWALE ES-1 9-FT WIDE RIPRAP CHANNEL LEADS TO STREAM / SWM FACILITY DETAIL SCALE: V=30' PROPo� D VAA r ES-1 INV OUT=736.94 IIj I / I�/ �NERG;�-IfSSIM-F/ I I� olnnAn ... / nr rco rnoam III. N PR RIPRAP FACILIT EASL jfEN7 ENERGY p$ COINCI.p-e'5` w /oo'. DISSAPATOR Rp4�4 I STRFFfA! BUFFrR IL l�TREAM BUFFED �. OF 0A.1! I NTRACTORSHAh DR •THE I iRIF THE UNSU / ENS RE) ACJ TYIS ACC RDI X\ "Luz' t \ / . 50' GRASS LINED EMERGENCY SPILLWAY WZ I ELEV=743.00 30" CONCRETE STANDPIPE W. GRATE TOP TOP = 742.78 24" HDPE OUT = 732.68 4" ORIFICE x2 IN = 734.86 6" ORIFICE x2 IN = 738.07 NORTHING: 3912358.77 EASTING: 11419175.45 24" HDPE I I 117 LF ® 0.96% I INV IN=732.68 / INV OUT=731.56 III i 100-YR WSE=743.27 10-YR WSE=741.44 2-YR WSE=738.65 30" CONCRETE STANDPIPE W. GRATE TOP=741.20 RIPRAP DISSIPATOR 'I ` FOR DETAILS. i � • RIPRAP , ornnma) / U rvr nr nov . J l BOTTOM OF POND �`00 ELEV=734.86 „nOT ^T nr rr Tvnr A nrn nen 24" HDPE L 4E 117 LF ® 0.96% INV IN=732.68 INV OUT=731.56 DRYDETENTIONBASIN �If L.flt�iidJ EREST ELEV- 7W.5e' MIN. 8' WIDE ® TOP & 12' DEEP IMPERVIOUS CORE w/ A CUTOFF TRENCH & 1:1 SIDE SLOPES. SEE DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION. 1 10' TOP OF DAM ELEV=744.50 11 50' GRASS LINED EMERGENCY SPILLWAY ELEV=743.00 -BANKS OF UNNAMED TRIBUTARY TO 'ICINGHOLE CREEK 9-FT WIDE RIPRAP CHANNEL LEADS TO STREAM SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP AS BUILT PLAN OLD TRAIL CREEKSIDE III PHASE III ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 08.16.2021 REVISION: 1. 06/23/2022 2. 09/26/2022 3. 10/20/2022 FILE NO. ASBUILT SWM FACILITY DETAIL 19.034 SHEET C3 of C3 C3