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Home My WebLink AboutSDP202100032 Plan - Approved Minor Amendment 2021-12-29MINOR SITE PLAN AMENDMENT LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE - .---------- ADJACENT PROPERTY LINE 0-- BUILDING SETBACK r, PARKING SETBACK SITE TEXT (j) 10 PARKING COUNT TOPOGRAPHY - - - - INDEX CONTOUR - - - - - - - - INTERVAL CONTOUR 311.5 x SPOT ELEVATION 311.5 TC x TOP OF CURB ELEVATION 311.5 TW x� TOP OF WALL ELEVATION 311.5 BW x BOTTOM OF WALL ELEVATION -•••-•••- STREAM - - - STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL - STAIRS EDGE OF PAVEMENT ------ - --- -- - ROAD CENTERLINE FRONT OF CURB -- BACK OF CURB 000000a CG-12 TRUNCATED DOME --- -- SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP - .:. ,..... ,1 216i . .... f ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE X X FENCE UTILITY - -o- UTILITY POLE GUY WIRE GHu GEiU OVERHEAD UTILITY uGu uGU UNDERGROUND UTILITY STORM O STORM MANHOLE DROP INLET - - �•-. - - STORMSEWER a ROOF DRAIN SANITARY SANITARY MANHOLE -gam- SANITARY SEWER MAIN S --- S SANITARY SEWER LATERAL WATER W W WATER LINE O 0 WATER METER [� WATER METER VAULT .�. FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS Gas GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS - - - - - - - - SIGHT DISTANCE UTILITY - - - - - STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE - - - - - - SANITARY - -' WATERLINE - - GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. rel►;TI �i �7 3B Concepts LLC P.O. Box 561 Palmyra, VA 22963 DEVELOPER H&H Quality Car Care P.O. Box 561 Palmyra, VA 22963 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING Light Industry, Entrance Corridor (Overlay) SP202000003 approved on June 17, 2020, permitting a commercial use of auto detailing MAGISTERIAL DISTRICT Scottsville SOURCE OF TITLE DB 4808 PG 536 SETBACKS Front Minimum: 10' from right-of-way or exterior edge of sidewalk if sidewalk is outside of right-of-way Front Maximum: None Side & Rear Minimum (adj. to commercial or industrial zone): Any primary structure shall be constructed and separated in accordance with the current edition of the Building Code Side & Rear Maximum: None SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Foresight Survey, P.C., August, 13, 2021. Contextual GIS data provided by Albemarle County BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003C0407D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Moores Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Daturn for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Sensate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backf low prevention is required for all connections to the water main. EXISTING USE Commercial PROPOSED USE Car Wash & Detailing LAND USE SCHEDULE EXISTING Area % Building 3,278 SF 13.1 % Pavement 14,301 SF 57.1% Sidewalk 5,572 SF 22.3% Open Space 1,878 SF 7.5% Total= 25,029 SF (0.57 ac.)* *Land use schedule is restricted to limits of topographic survey BUILDING HEIGHT Two metal car -port additions: 15' PARKING SCHEDULE Automobile service station and truck repair shop: 1 space per each employee plus two spaces per each service stall 2 service stalls provided, 4 spaces required 2 employees, 2 parking spaces required 6 parking spaces required, 6 parking spaces provided + 1 van -accessible HC space, 7 spaces total SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water, sewer, and fire lines require NEW inspection and testing procedures. ACSA performs any testing and inspections of the public sewer and water main(s). The Albemarle County Building Inspections Department (ACBID) does a visual inspection and witnesses the testing of the building drain, water service pipe, and the sprinkler lead-in connection. The developer/contractor is responsible to retain a Special Inspector as outlined in the updated Albemarle County Policy for Site Utilities to perform the visual inspection and testing of all utilities not covered by ACSA or ACBID. This includes building sewers, water, and fire line branches between the main and the meter(s)/building(s). The Special Inspector's report must be submitted and approved by the Albemarle County Engineering Department prior to a Certificate of Occupancy being issued. 13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI All 17.1-09. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve." 15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. 16.Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact VDOLI for their additional requirements and permits for demolition projects and 540-562-3580x131. ITE TRIP GENERATION AM PM Daily Use Description ITE Qty In Out Total In Out Total Total Car Wash & Detail Center 949 2 Wash Stalls 11 6 17 13 14 27 312 MINOR SITE PLAN AMENDMENT NOTES At the time of this minor site plan amendment, site improvements as shown on C3 have already been constructed. This minor site plan amendment serves to bring the site into compliance with Sec. 32.3.3 of the Albemarle County Zoning Ordinance. FIRE FLOW ISO needed fire flow = 1,500 gpm; total estimated fire flow at existing hydrant at the entrance of Viola Way is 1,027 gpm. AWWA Q20 calculation not provided, indicating insufficient pressure drop for 020 at time of testing. H&H UALITY CAR CARE AMENDMENT TO SDP200100096 TAX MAP 90, PARCEL 35X SDP202100032 I ALBEMAR VICINITY MAP SCALE :1 °-1000' LE COUNTY, VIRGINIA SHEET INDEX C1 COVER C2 SP202000003 APPROVAL & CONDITIONS C3 EXISTING CONDITIONS: OVERVIEW C4 SITE PLAN APPROVALS C D 1 PI API'rr 'JV ED by theA,kernarle, Gount'j f ,'arrwnunity De 41 Aoirrient Dop'ai r 1101l'i o 7- IMAGE PROVIDED BY GOGGLE MAPS SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP•ENGINEERING.COM r °F SHI P Lic. o. 451 SSxnhrAlI E� MINOR SITE PLAN AMENDMENT H&H QUALITY CAR CARE 11tV � I2 Z9 ZoL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: urrent eve opment Cll II IV] Date Current Development Engineer Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date v 2021.09.08 REVISION: 2021.11.23 FILE NO. COVER 21.069 Architectural Review Board Date C1 1tESOLUTION TO APPROVE SP 2020000,63 H&H CAIi CAIt1J' BE T RESOLV ED that, upon consideration of'the staff report prepared for SP 202000003 and all of its attachments, the information presented at the public llcarlog, any writtcti Comments recuived,;'and the factors relevant to a special use permit in Albemarle County Code §§ 18-26.2, 18-27.2, and 18-33.110, the Albemarle County Hoard of .Supervisors hereby approves`SP 202000003, subject to the condition attached hereto. 1, Claudette K. Borgersea, do hereby certify thatthe foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors cif"Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular'rneeting held on June 17, 2020. Clerk, Board of County Superv' •s AY—e N t Mr. Gallaway Y' Ms. LaPisto-Kirtley Y Ms. Mallek V Ms. MoKeel Y Ms. Paliner Y Ms. Price Y SP-202000003 HRH Car Care Special Use Permit Condition 1. Development of the use shall be in general accord with the Conceptual Plan titled "H&H Car Care Plan," Lisa i hthelatestrevision date o ` .arch 20 0 and project Concept Pl prepared by Lisa.. Scherer, �v t n t M 6, 2 ., p 1 . narrative titled "1833 Avon Street Extended: Project Narrative," with the latest revision date of January 21, 2020, as determined by the Director of Planning and the Zoning Administrator. To be in general accord with the Conceptual Plan, development shall retlect the following major elements within the development essential to the design of the development and as described in the Narrative and theConceptual Plan: a. Location of the vehicle parking and waiting areas. b• Location of the auto detailing and washing areas. H&H Car Care Concept Plan Prepared by Lisa Scherer HIMP ENGINEERING`• LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.6140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o U J " SHIv P a Lie o. 451 G � S�xozvAL �� MINOR SITE PLAN AMENDMENT H&H QUALITY CAR CARE • ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.08 REVISION: 2021.11.23 FILE NO. 21.069 SP202000003 APPROVAL & CONDITIONS TNIP 90-35W HATMAKER AVIATION LLC DB 4195 PC 182 ZONE: LIGHT INDUSTRY USE: INDUSTRIAL 4.40 AC ,tip y`y' �• g2 • F S w� y 1 / / / / / / ��. 5�.78 AC' 61' Ex. CONC. AND GRAVEL / YARD / t -in 610` PF TMIP 90-35P BETTY LEE PROPERTIES LLC DB 4195 PG 182 ZONE: (LIGHT INDUSTRY USE: INDUSTRIAL IF 7.26 AC HIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM rH o UJ ASH P�' Lie./No. 451 Vslo�v L E�� MINOR SITE PLAN AMENDMENT H&H QUALITY CAR CARE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.09.08 REVISION: 2021.11.23 FILE NO. 21.069 EXISTING CONDITIONS: OVERVIEW "d3 ! 4 / q TKO 4 a 4-, \\%j.9oh� S 4 \ j a $ Q 4 4 RR 4 4 q-j �a a 4. 4 l N '4 . \ . / q- a / q 4 a / 4 4 GATE q• / 4 4 4. a j 4 /-EXIT FROM a/ 4 4 REAR VEHICLE 4 � 4 � a • 1 - � / • • � � STORAGE AREA � 4 q a 10" HDPE ? 4 INV - 609.69 CONC.- PARkING SURFACE �. a•' 4 ' .4 4 / 4. a /' a I -.i 4 /.. a 4 a 4- q 4 l a 4 ry ' /� CoyF 4 4 _j.q 4ageFs /�. 4 • •�' �1�� aSp �� ' / 4 r 4 a 4 - 4. �� r •�: `� i o,- Tpp� gpy�c s col qFO) TRENCH `30 DRAIN 114 4 110 / 1 ham' a IMITS OF DISTURBAN 2,354 SF 10.05 AC S fOFr y �f 9 j� A S`' .,. <1 ,r 266• / NF 4 0�00 sF / 10" HDPE INV - 609.60' CE: I 0 GRAVEL OUTDOOR VEHICLE ` STORAGE AREA, DETAIL AREA, AND VEHICLE WAITING AREA `s r,ATE l� 4 /) ENTRACE TO REAR VEHICLE STORAGE AREA FIRE ACCESS EXHIBIT of TOP, \ R,gpkc sUR� Y ,10" HDPE INV - 607.67' 61 1 61 120 1801 Scale: 1 •1 SHIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHINIP-ENGINEERING.COM T$ O �) SHI P' Lie. o.451 � ssro�rAr, E� MINOR SITE PLAN AMENDMENT H&H QUALITY CAR CARE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021, 09.08 REVISION: 2021,11.23 FILE NO. SITE PLAN OF •IOPOGRAPRtG SUR`�•`� 10 0 10 20 30 �2 Scale: 1 "=10'