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HomeMy WebLinkAboutSUB202000190 Plat - Revision 2020-12-09 PRELIMINARY SUBDIVISION PLAT SLABTOWN MEADOW TAX MAP 56, PARCEL 38 ALBEMARLE COUNTY, VIRGINIA LEGEND OWNER/DEVELOPER BUILDING HEIGHTS VICINITY MAP SCALE:1"=2000' • ,ram;-. ?� - John W.Anderson Maximum Allowable.35 ft ' P 0 Box 10 Crozet Va,22932 EXISTING NEW DESCRIPTION +� "1' J ¢ ZONING EXISTING USE ! �Sy j BOUNDARIES Vacant Land ,deli' 1 y) - . R-1 Residential,Overlay districts.Entrance Condor(EC),Stale dam break inundation zone,WPO buffer,Steep Slopes ''��ef1 i,lf BENCHMARK M�� A ^It _ 1 •/', ` i A (managed a preserved). LAND USE DESIGNATION • =' SITE PROPERTY LINE Greenspace -- J . - -- ADJACENT PROPERTY LINE SETBACKS -+� -1' �' t. si O BUILDING SETBACK Front Minimum-5 feet from the right-of-way PROPOSED USE �` ` g y or the edenor edge of the sidewalk ifthe sidewalk is outside of the right -way J Q* �:r,, 1�'- Front-Maximum-None Single Family Residential `rill S a.` i•i" '�� _ 0 PARKING SETBACK ` � t Side Minimumscone DENSITY CALCULATIONS . SffE TEXT Side-Maximum-Nona Rear-Minimum-20 feel Total Site Acreagea 10 10 PARKING COUNT Rear-Maximum-None -7 41 Acres J'P' _ ,k TOPOGRAPHY oft .1 -Front loading garage.18 feet from the right-of-way or the exterior edge of the sidewalk if the sidewalk is Permissible Density-1 DUA/Acre C'y S- INDEX CONTOUR outside of the right-of-way II • `� - - '� Y Total permissible ble units-7 L Ilk'11 INTERVAL CONTOUR -Side loading garage Five feet from the right-of-way or the exterior edge of the sidewalk If the sidewalk is ` t. :t ,-li L outside of the n htof-we I '• t 311 5 x - >!f 9 Y Total Proposed Units 7 - , SPOT ELEVATION po _' y q 3115 TC x >!r TOP OF CURB ELEVATION 4• - il- _-- (. . .y,. fee t -Ilk- 3115 TW x >Zr TOP OF WALL ELEVATION DISTRICT STORMWATER MANAGEMENT . . ' - > 311 5 BW x >?{ BOTTOM OF WALL ELEVATION Who Hall Stormwater management will be addressed by converting at runoff to sheet flow into preserved open space and into a mapped _ - - - - STREAM SOURCE OF TITLE floodpain in accordance with guidelines sal foul by Virginia DEO. Map provided by Albermarle GIS Web - —— STREAM BUFFER Deed Book/Page Number-827/717 — — 100 YEAR FLOODPLAIN STREAM BUFFER BUILDING OF BOUNDARY AND TOPOGRAPHY In accordance with 17-600(B),the stream buffer extends to the floodplain limits as this property lies within a water supply Boundary shown as per the plot of record documented by R.W Ray,DB/PG 754/176 protection area The stream buffer(s)shown hereon shall be managed in accordance with the Albemarle County Water Protection BUILDING Ordinance Topography provided by'Virginia Information Technologies Agency RETAINING WALL STAIRS BENCHMARK BUILDING SITE - EDGE OF PAVEMENT Datum for topography is NAVD 88 Parcels 1-7 each contain a building site that complies with section 4.2.1 of the Albemarle County Zoning Ordinance ROAD CENTERLINE FRONT OF CURB FLOODZONE -- BACK OF CURB According to the FEMA Flood Insurance Rate Map,effective February 04,2005(Communiry ® EBB CG-12 TRUNCATED DOME Panel 51003CO237D)portions of this property does lie within a floodplain. SIDEWALK RESERVOIR WATERSHED T � BIKE PARKING r/7/ ji V����2 HANDICAP ACCESSIBLE AISLE This site is within the Mechums River Watershed.This site is within a watershed of a public water supply And this site is not within an agricultural-forestal district. ENGINEERING HANDICAP PARKING GENERAL NOTES SHEET INDEX SHIMP una o Ire l on.eiereeer°lnra+x•Truirrtva MATERIAL WATER&SANITARY SERVICES L Cl COVER a..res.«°••eE^+�—rr. I; :.'I CONCRETE Site is served by Albemarle County Service Authority 1 The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are ,icceew aamiie of based on information and data furnished to the owner and engineer by the owners such underground feu .xd ties or others. C2 EXISTING CONDITIONS x as a...•e - - - PRA.P GENERAL CONSTRUCTION NOTES The owner or engineer shall not be responsible for the accuracy or completeness of such information or data The contractor II__ ASPHALT SPHALT shall have full responsibility for confirming the accuracy of the data,for beating all underground utilities for coordination of the C3 PRELIMINARY PLAT EC-2 MATTING 1.Poor to any construction within any existing right-of-way,including connection to any existing road,a permit shall be obtained work with owners of such underground utilities during construction,for the safety and protection thereof and repairing any IpAgAA. from the Virginia Department of Transit(VDO7).This plan as drawn may not accurately reflect the requirements of the damage thereto resulting from the work All of these conditions shall be met at no additional cost to the owner The contractor EC-3 MATTING permit.Where any discrepancies occur the requirements of the permit shag govem shall contact-Miss Utilities"of Virginia at 1-800-552-7001 poor to the start of work. C4 SITE PLAN � tLTH�, 2.All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise 2.When working adjacent to existing structures.poles,etc.,the contractor shall use whatever methods that are necessary to . WETLAND noted. protect structures from damage.Replacement of damaged structures shall be at the contractors expense. TREELINE 3.Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be 3.The contractor shall be responsible for protectlrg all existing site structures from damage and coordinating work so that the �� %�.Z installed prior to any deanog,grading or other construction. owner can make necessary arrangements to modify/protect existing structures from damages. O ���(� x - -x-x- FENCE 4 NI slopes and disturbed areas are to be fertilized.seeded and mulched. 4 The connector shall be responsible for notifying ad utility owners,adjacent lard owners whose property may be impacted and U JUSTIQ,r.SHIMP UTILITY 5.The maximum allowable slope is 2:1(hoaonaevertical).Where reasonably obtainable,lesser slopes of 3 1 or better are to be the Virginia Department of Transportation prior to completing any off-site work. 170.45183 -0- UTILITY POLE acheived. 5.Contractor shag notify and coordinate all work Involving existing utilities with utility owners,at least 72 hours prior to the start .• �� " 6 Paved,hp-rap or stabgization amt lined ditch may be required when in the opinion of the County Engineer or designee it is of construction. ,�v l4 m GUY WIRE deemed necessary in order to stabilize a drainage channel. 6.Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and NG`- 7 All traffic coned signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. engineer S`yyOVAL b -tee—w- -w—tie- OVERHEAD UTIUTY 8.Unless othrrwise noted all concrete pipe shall be reinforced concrete pipe-Class III 7 Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans.to include shop - - -....—at.- UNDERGROUND UTIUTY 9.All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry(29 CFR Part drawings,manufacturers specifications and laboratory reports.the owners approval of submittals will be general and will not STORM 1926). relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8.NI bare areas shall be scarified,limed,fertilized,seeded and mulched. /0° STORM MANHOLE GENERAL WATER&SEWER NOTES 9.All trees.saplings.brush,etc.shag be removed from within the nght of way and the drainage easements. PRELIMINARY SUBDIVISION L_� DROP INLET 10.Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 1 Work shall be subject to inspection by Albemarle County Service Authority inspectors.The Contractor will be responsible for 11.Retaining walls require separate building permits. ALBERMARLE,VIRGINIA - —. STORM SEWER notifying the proper service authority officials at the start of the work 12.NI water service lines,sanitary laterals,and sprinkler lines must be visually inspected by the Albemarle County Building SLABTOWN 2 The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, Department from the main to the structure. ROOF DRAIN areonly approximately correct.The contractors shall on his own initiative locate all underground lines and structures as 13.Building or structures built before January 1.1985 must have en asbestos survey performed in order to apply for a permit. SANITARY necessary. Asbestos removal permits are required is positive for such from Albemarle County and VDOU Contact VDOLI for additional MEADOW 3 All materials and construction shall comply with the current edition of the general water and sewer construction specifications requirements and permits for demolition projects. O SANITARY MANHOLE as adopted by the Albemarle County Service Authority 14.Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in ▪ .-- , mtotio SANITARY SEWER MAIN 4 Datum for all elevations shown in National Geodetic Survey. the public sewer,the fixtures shall be protected by a backwater valve instated in the building drain.branch of the building APPROVALS 5 The contractor shall be responsible for notifying"MISS UTILITY-(1-800.552-7001). drain.or horizontal branch serving such fixtures.Rumbing fixtures having flood level rims above the elevation of the manhole s-- ,- -s—s- SANITARY SEWER LATERAL 6.All water and sewer pipes shall have a minimum of 3.5 feel of cover measured from the tocover of the next upstream manhole in the public sewer shall not discharge Through a backwater valve p ofpipe,over the centerline of pipe MISSION WATER This includes all fire hydrant fines.service laterals and water lines.etc. SUBMISSION: 7 NI water and sewer appurtenances are to be located outside of roadside ditches. 2020.10.26 -w-w- WATER LINE Current Development Planner Dale 8.Valves on deadend lines shall be nodded to provided adequate restraint for the valve during a future extension of the line O 0 WATER METER 9 Trees are not permitted in the ACSA easement. REVISION:1 WATER METER VAULT 10.The contractor shall be responsible to comply with the no-lead regulation regarding brass fittings effective January 4,2014 2020.7 I .ZO (Senate Bill 3874 which amends the Safe Drinking Water Act). • Cement Development Engineer Date REVISION:2 FIRE HYDRANT 11.All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority S. A FIRE DEPARTMENT CONNECTION 12.Backflow prevention is required for all connections to the water main. 2020.1 2.09 GAS Fire Official Dale GAS LINE EASEMENTS CONSTRUCTION Building Official Date — - — -- GRADING itetVS - -- ---- ACCESS C' — — _ FILENO- SIGHT DISTANCE / Albemarle Coumy Service Auawnry Data 071 - — — — UTILITY 1� COVER SHEET - - - - - STORMWATER FAOIJTY MAINTENANCE k Virginia Department of Transportation Date -——- -——- STORMWATER ACCESS 14111I v— DRAINAGE y/�� SANITARY �, 4 '-iW r Architectural Review Board Date SHEET Cl OF C4 /\/��, — WATERLINE • .. �'^\` P/ V 1 — - — -— GASLINE • j I r ! j \ 1 ,`\ _._ i' / ' I I \ \ "(\ t o t*6 t t i 11 I I 1 r '-., \ 1\ \ \\ \\ / ••\V I 1\ \ , Ii I \ •' �- -/ / 1 I 1;� t * x st,�,st 4 ►R i�� ;' •\ \. v ' I 1 11 / 1 1 \ 1 i / ! a� \\ \ �\ c t tr �saC°`'e°i°e ��a`ittle \ ( I I { -/ \ `_ I \ \ \ 1 I f\ 1 tz`,t°at`a t`iSl'�t4G��t°,C° \ % -. \ \ • •\• l I \` <\ I 1 \ \ \\ `. \R I l/ I / r-.__J _�.r ( I�''\*' \T \ *\" *��\t\tt,S� Ri!i�ftry4,t`a 1 I I 1 / \ I / `� \\ \ r �\ \ <._ �_ 1 l 1 \ \ 1 i I I I f- \ \ F i 6as♦`a`Ett tyeetG♦ttE,i a, e ( I I I / \ i �\ , \ \ \ / \\ \,:,........... 1 I I \���/ \ \ `,•,\ I , \I I I I / I 1 \ \\ da l t t t\.i ♦a `a _ _ __ t ,V 6gt6t I I �� I \ \ �\ ( i�1 x ,tt{tttt,i*Itq eta WWI" ' I I / / \ \ \• I I \ Jo.-1. 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