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HomeMy WebLinkAboutSDP202100060 Plan - Submittal (First) 2021-07-06INITIAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE _ ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 10 U PARKING COUNT TOPOGRAPHY INDEX CONTOUR - - - - - - - - INTERVAL CONTOUR 311.5 x >2m SPOT ELEVATION 311.5 TC x� TOP OF CURB ELEVATION 311.5 TW x >2� TOP OF WALL ELEVATION 311.5 BW x >2� 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 CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING 0 WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m m GUY WIRE CHu 0Hu OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER ® ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE 0 0 WATER METER 0 0 WATER METER VAULT ■�. at FIRE HYDRANT A A 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. OWNER Pantops Corner LC C/O Henry Liscio Company 12704 Crimson Court Henrico, VA 23233-7657 DEVELOPER A.B. Cox Company, LLC 3201 Trevor Street, Suite 200 Nashville, Tennessee 37209 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434)227-5140 ZONING HC - Highway Commercial MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE DB 4358 PG 684 SETBACKS FRONT (MINIMUM): 10' from the ROW or the exterior edge of the sidewalk if the sidewalk is out of the ROW; for off-street parking or loading spaces, 10' from any public ROW FRONT (MAXIMUM): No maximum setback abutting a principal arterial highway SIDE/REAR (MINIMUM ADJ. TO COMMERCIAUINDUSTRIAL): Any primary structure shall be constructed and separated in accordance with the current edition of the Building Code SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary provided by: Field survey provided by Roger W. Ray & Associates, Inc. on March 23, 2018. by Roger W. Ray & Associates, Inc. on March 23, 2018. Topography provided by: Approved SDP2019-63 Pantops Corner Self -Storage BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Upper Rivanna River 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 DOT . This Ian as drawn may not accurate) reflect the requirements of the 9 P N ) P Y Y q 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. Datum 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 (Senate 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. Backflow prevention is required for all connections to the water main. EXISTING USE Vacant Land PROPOSED USE Automobile Service Stations LAND USE SCHEDULE EXISTING Area % Building 0 SF 0.0% Pavement 10,031 SF 32.4% Sidewalk 1,597 SF 5.2% Open Space 19,299 SF 62.4% Total= 30,927 SF (0.71 ac.) PROPOSED Area % Building 1,465 SF 4.7% Pavement 21,308 SF 68.9% Sidewalk 1,733 SF 5.6% Open space 6,421 SF 20.8 % Total= 30,927 SF (0.71 ac.) BUILDING HEIGHT MAXIMUM: 65' PROPOSED: 28' PARKING SCHEDULE Automobile service stations: 1 space per each employee plus two spaces per each service stall 3 service stalls, 6 spaces required 5 employees per shift, 5 spaces required 11 spaces required, 11 spaces provided TAKE 5 PANTOPS SIGNS All signs and pavement shall conform wrath 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 virill 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 service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI At 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 Quick Lubrication 941 3 Servicing Positions 6 3 9 8 7 15 120 Vehicle Shop SDP Number Pending TAX MAP 78, PARCEL 513 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=500' i:N n Quarles Flee%Fueling os 9Rivanna Conservetlon Alliance a CrossFit Charloeesville Q 4 +q Q O Iron Will Gym a� f Attic Emergency // O Solutions, Tractor Supply Co on,-,, 0 CVSSQ AalpZone Ad wV mmvmsrort I,. M.in,l�ao Gosm Body 5 Saloon Z To Get A Seller Hainne ,nt Endodontics o Pan 8 ;' Pantops Veterinary m+a Cl Hospital ary ilvapia� "�qoa lhverblmh a'^v - ICoffee 8 © Q s ROUTE 20 Wilton Fit" Apartment, s� The r-� McDonald SITE Q pi"°""°' iTMN IMi,rcrr Flow Collivdl Center 0 Exxon Q Wawa of Chadonesvdle ROUTE 250 y sg O Wend 's 0 O�RellyAop Panso Guadalajara tw„s,� nx amw PNC Bank Ai 'x,oNwimmrSTmP¢al Sr 3Gell Flow Yajkswagen _ Richmnd Rd - Pnc ;'Fob sPam Shop o j' MedExpress lhgent Care o - BMW 01 Cherlptteaville Taco Bell auwnean Umansky ToEeeM yota fppin _ Virginia ABCO a....,,® QKNeda4 Spa Y Q Mercedes-Benz Shopping Center Albemarle County of Charlollesvllle Pantops Shopp Sing Carecta Service Authority ® IP g'q Virginia Land 'ACar Q cy+ Q Millennium Security Bremo Audions Q xre 6o O F9ood Lion QSoWhern Trust Santana Q v Advance Auto Parls Mortgage-Chadottesmile Care Se x,no parr siine Tuesday MorningQ nomapkaa rime Albemarle Coach DPhar Tree odrm aa. .slYoaPoverband Q �7��� 4W Group la,ea �[.�a'r man 0 sa, SHEETINDEX C1 COVER C2 EXISTING CONDITIONS C3 SITE PLAN C4 LANDSCAPE PLAN IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM f NLTH pF o� f�JS�� U NSTT moo. HIMP a If 45183 INITIAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 [INITIAL SDP] REVISION: FILE NO. COVER 21.043 C1 "�qoa lhverblmh a'^v - ICoffee 8 © Q s ROUTE 20 Wilton Fit" Apartment, s� The r-� McDonald SITE Q pi"°""°' iTMN IMi,rcrr Flow Collivdl Center 0 Exxon Q Wawa of Chadonesvdle ROUTE 250 y sg O Wend 's 0 O�RellyAop Panso Guadalajara tw„s,� nx amw PNC Bank Ai 'x,oNwimmrSTmP¢al Sr 3Gell Flow Yajkswagen _ Richmnd Rd - Pnc ;'Fob sPam Shop o j' MedExpress lhgent Care o - BMW 01 Cherlptteaville Taco Bell auwnean Umansky ToEeeM yota fppin _ Virginia ABCO a....,,® QKNeda4 Spa Y Q Mercedes-Benz Shopping Center Albemarle County of Charlollesvllle Pantops Shopp Sing Carecta Service Authority ® IP g'q Virginia Land 'ACar Q cy+ Q Millennium Security Bremo Audions Q xre 6o O F9ood Lion QSoWhern Trust Santana Q v Advance Auto Parls Mortgage-Chadottesmile Care Se x,no parr siine Tuesday MorningQ nomapkaa rime Albemarle Coach DPhar Tree odrm aa. .slYoaPoverband Q �7��� 4W Group la,ea �[.�a'r man 0 sa, SHEETINDEX C1 COVER C2 EXISTING CONDITIONS C3 SITE PLAN C4 LANDSCAPE PLAN IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM f NLTH pF o� f�JS�� U NSTT moo. HIMP a If 45183 INITIAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 [INITIAL SDP] REVISION: FILE NO. COVER 21.043 C1 3 96� ' STREET SIGN \ C \ / d TMP 78-5A \ / 000 20' PRIVATE DRAINAGE EASEMENT REBKEE PARTNERS PANTOPS LLC C/0 WAWA DB 5246 PG 159 & 160 IDS 5318 PG 355 - ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL / \ 1.77 AC I / a. N 0 / y M ja 00 i Z a — — _ — — — — — — — — — APPROX. LOCATION — 17' UTILITY ESMT FOR b N VEPCO & ACSA (DB H129 WY.PPB.X1 P & - - d 89-93) b 0] 8" SLEEVES FOR FUTURE — BOLLARD. 12" DEEP,- EDGE OF SLEEVE 12" OFF CURB U I I Q m a d N J o 1 — — — —390- _ I - — — — — — — — — — — — — 1 I \ v 11 II 11 \ o av v I w 1 d TMP 78 5F 1 PANTOPS LC C/O HENRY LISCIO COMPANY dI. z 1 1 I DB 2934 PG 476 ZONE: HIGHWAY COMMERCIAL USE:0.70MMERCIAL I 1 5 AC b` I 4, ,;- 1 �a 1 \ 10 0 20 30 I ------- -- 1 1 \ \ Scale: VAC P SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 7�p,LTH o_, �O to JusT� xrnrn a I. 45183 11 K' SIONAL E�mlyoo �� INITIAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 INITIAL SDPI REVISION: 9110161 21.043 EXISTING CONDITIONS C 2 C SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 7�p,LTH o�� �x U JUST xrnrn a IT 45183 K' SIONAL E�Ole INITIAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 [INITIAL SDP] REVISION: 91ma►[el SITE PLAN 21.043 C3 LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 32.7.9.8): 10% CANOPY REQUIRED. SITE AREA: 0.71 AC (30,928 SF) 30,928 SF x 10% = 3,093 SF CANOPY REQUIRED: 4,123 SF CANOPY PROVIDED: 2,331 SF (EXISTING) + 4,123 SF = 6,454 SF ENTRANCE CORRIDOR STREETS: LARGE SHADE TREES (2.5" CAL.) - 35' O.C. WITH INTERSPERSED ORNAMENTAL TREES, 80 LF OF FRONTAGE REQUIRED: 2 LARGE SHADE TREES EXISTING LANDSCAPE SCHEDULE Plant Quantity Total CanopyCanopy Symbol y Planting Type Botanical Name Common Name on TMP Height(ft) SF on TMP 78-5B in 10 Yrs 78-5B yjy Large Deciduous Tree Gymnoclodus dioicus Kentucky Coffee 2 35 570 1140 Large Deciduous Tree Ulmus americana ays. American Elm 3 25 397 1191 3 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 7�p,LTH o�� 1�x U JUST xrnrn a IT 45183 K' SIONAL E�Ole INITIAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 (INITIAL SDP, REVISION: 9110161 LANDSCAPE PLAN 21.043 C4