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HomeMy WebLinkAboutARB202100077 Plan - Submittal (First) Initial Site Plan 2021-07-08INITIAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE _ ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR - - - - - - - - INTERVAL CONTOUR 311.5 xm SPOT ELEVATION 311.5 TC x >2� 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 CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING F7T ^ WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m GUY WIRE OHu 0Hu OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM STORM MANHOLE q qp DROP INLET STORM SEWER ® ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE O O WATER METER E:::] E71 WATER METER VAULT at 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. 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 COMMERCIAL/INDUSTRIAL): 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 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 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 5B ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=500' CmssFit ChadonervAlle g Q a� Tractor Supply Co bin-, 0© CVSOt w,r Gosw Body S Saloon / Quarles Fleet Fueing O gRiv nna Conservatlon Alliance OMri Will Gym / Allonnllc Emergent/ Solutions V To Get A Belie, Hahine int Endodontics 9 c, Riverbllcu a 9 ±t coffee .,rn. 13 © it s e ROUTE20 _ Auto2one Aulo Pan A,Xogm ntvrt y, Wlllon Fenn Apartments a° r°• V4F ss The / Pantops Veterinary a' nappinal �' Arvm IlaaPfm ', McDonald rMigN.IM4vMl© SITE Q C y ` EFMPP ®Wawa Flow GPlkaia,r Center of Chadonesmlle CB © .�` _ Wends ® O'Realy Auto Panso tW z,� Amn rwne,mr- PNC Bank A, ROUTE 250 Guadalajara a,a n. auw,r ' ®TroPlcal9 �'o spawn Shop_- VMn fMpO e y j MedEapress Urgent Care ' Taro Bell YIrgIMa ABCO "-'" ® QK _.. . glyhRgOtl Rd -'-VirglnlaNallonal Bwnk © O BMW Of Charllee tudw nsw n.dr NaAs4 Spat Y Flow VP&swagen _of ChadanesvlIle- Fin ass Vdlawym NeM-��� O Umansky Toyotao Iayme eeYe, Mercedes Benz Pantops Shopplp Center sroawno mnn 8 10Inla Land 0 4 Virginia Afar Q s, Q Albemade County SeNlce Aulhonly Millennium Secunly of Chadotlesville Mw• k'•e.^r aeda. Bremo Aucpons 9 eo F9ood Llon Southern Trust ® Advance Auto Pans QMortgage Cha lattesolle O ANCM Ve nme O Tuesday Morning O Senlara Care Se Honsanoas ..ros Albemarle Coach Dollar Tree ally n Al �p _., M1141Tpi�`I Poverbend Q Group ,skl ?. �91� 0 A. 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 op - o Jf4 �I U JUS�HIMP 9 l,ic. 45183 INITIAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.08 [INITIAL SDP] REVISION: FILE NO. COVER 21.043 C1 39 STREET SIGN I 6I ° TMP 785A REBKEE PARTNERS PANTOPS LTC C/O WAWA ° 20' PRIVATE DRAINAGE EASEMENT DB 5318 PG 355 DB 5246 PG 159 & 160 ZONE: HIGHWAY 1 �� COMMERCIAL USE. COMMERCIAL �� d 1.77 AC NE TRANSFORMER 2 I 25 MPH SIGN .000 Sao I / i / °° O da aL i� 17 1 � ° NEW FHA d Ia °Op ° a _ __--- °°° d _ a ° I a STORNf°zi V.W. ACSA UTILITY EASEMENT \�-----------------D-B-5-24C PG—+5-394---- ------------- ° --- -- — — — — -- 392----------------- -- -- �R�V�T ��REE—T—E-A-S N-T------ STOP SIGN ER 4 IN, 10T FRONT SETBACK r KuM EXTERIOR EDGE OF SIDEWALK DB 5246 PG 162, 174175 i 390 ° EX. 11'x6' ° MONUMENT V SHIMP I ESMT W. NEV TMP 785E BUNDLE SIGN ENGINEERING P A N TO P S WAY SELF TMP 7 8 - 5 B / LAND PLANNING - PROJECT MANAGEMENT STORAGE LLC N s PANTOPS CORNER LC C/O / °° \ /� �` �p� I 912 E. HIGH ST. 434.227.5140 D B 5285 P G 587 Ln HENRY L I S C I 0 COMPANY ° CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 00 Jam- DB 4358 PG 684 ZONE: HIGHWAY _ _ /w a __------- — ——— —388- COMMERCIAL ZUNL: HIGHWAY /� AIRPORT USE: INDUSTRIAL � �' COMMERCIAL / SIGN �� pLTH op ° ----1 11 AC USE: OPEN —— a� 0.71 AC ( N o oJS�� ti JUSTI��o. HIMP a d� b ° I I 45183 00 z b / y b w r E E V E S ° - - m SSIONAL V' 8 SL b M FOR FUTURE w ° BOLLARD. b v ( o 12" DEEP, \1 I z EDGE OF 0 -3: o = INITIAL SITE DEVELOPMENT PLAN SLEEVE 12" N OFF CURB ——--388--—————— J TAKE 5 PANTOPS 0 1 I w ----- —390 a o w ---——————————————————— — — ---� z / m L� ALBEMARLE COUNTY, VIRGINIA _ < SUBMISSION: 2021.07.08 [INITIAL SDP] 11 II REVISION: v 1 \ I TMP 785E i z 1 1 \ \ 1 I v PANTOPS LC C/O HENRY LISCIO COMPANY o 1 I I 1 \ 1 I I DB 2934 PG 476 + I �n 1 1 �, ZONE: HIGHWAY COMMERCIAL IL I FILE NO. II I I 11 0 \\ 11 USE: COMMERCIAL I 21.043 0.75 AC a EXISTING CONDITIONS I 1 II II 1 \ I io o " 110 20 I o L�------- C2 \396 II I a I \ I � / d \ / 000 / o \ / / ° �- ///9�\ 00 ° a / ad I ° 392 `394 00 d ° a ° I d a ° / d ° O 39 6 - — �O / a ao91° ° 1 AY/ 4" SAN LATUO al ° VARIABLE WIDTH PRIVATE RIOAD u G u uGu \ uGU uGu — I 9. \ W W W W \- W W W W W W W W W W W°°° I° W \ °°°o° —W W W W \ W \ i i a OI a s T° d — 5' aSIDEWALK —0 d d° d O ° - XTEND 4 NEW_ \ CV SANITARY_--- �� /b \—---------------------394----------— — — — — — — — — — — —� — Wm a- O a \ — — — — — — -- — —— S ° O R 0 � �s SHIMP 0 ( 70 O OC�00� 89 1 1,89 F �� / ENGINEERING9. 3 •• 70 LAND PLANNING - PROJECT MANAGEMENT R NJK, 89 I n d Ir 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM 89z V/// — — — — — — — — — — / d 388 —- -49.52 I op r X88 0 e N � O U N JUST HIMP a ° - 45183 N FFE 390 / d O� w� b 1 � � ��SSIONAL V, G c i SR I d c� -3: o = INITIAL SITE DEVELOPMENT PLAN �� N —--388-------------- 90 TAKE 5 PANTOPS —390 ° o J -- -- ALBEMARLE COUNTY, VIRGINIA _ Q SUBMISSION: _ �> ° 2021.07.08 IiwTia SDP] 11 II REVISION: 1 \ 1 I ad 1 \ 1 I FILE NO. 21.043 I 1 I I 1 f SITE PLAN I 1 \ 11 10 0 b 10 20 0 Scale: 1"=1 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 PROVIDED: 3 LARGE SHADE TREES W/ 2 ORNAMENTAL INTERIOR PARKING AREA (SEC. 32.7.9.6): 5% OF THE PAVED PARKING AREA & 1 LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES — — - — 11,277 SF x 5% = 564 SF REQUIRED: 564 SF 1 PROVIDED: 870 SF I 11 PARKING SPACES PROVIDED REQUIRED: 1 LARGE SHADE TREE PROVIDED: 2 LARGE SHADE TREES + 1 ORNAMENTAL TREE NOTES: 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the 1 overall health of the plant. i 2. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the 1(J approved landscape plan. 1 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. (3) MP 4. All disturbed slopes 3:1 or steeper to have low maintenance ground 1 (2) RC cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. (6) MP (6) RC ,1 (5) MP (5) RC EXISTING LANDSCAPE SCHEDULE Plant Quantity Total Canopy py Canopy Symbol Planting Type Botanical Name Common Name on TMP Height(ft) SF on TMP 78-513 in 10 Yrs 78-58 >i Large Deciduous Tree G diolcusdus Kentucky Coffee 2 35 570 1140 O i Large Deciduous Tree Ulmus americans cvs. American Elm 3 25 397 1191 Ornamental Tree Cercis canadensis Eastern Redbud — 17 124 Ornamental Tree Cornus florida Cherokee Princess — 17 124 'Cherokee Princess' Dogwood Rhododendron C. Broadleaved Evergreen Shrub Rhododendron coon — 3 13 catawbiense ("RC" on plans) plans) (.) Broadleaved Evergreen Shrub Morella Northern Bayberry — 6 24 pensylvanica ("MP" on plans) Broadleaved Evergreen Shrub Ilex glabra `Shamrock' Holly Inkberry y 'Shamrock' — 6 23 Broadleaved Evergreen Shrub Pieris floribunda Mountain Pieris — 5 14 Deciduous Shrub Rhus aromatics Rhus aromatics — 5 33 'Gro—Low' 'Gro—Low' TOTAL SF 2331 PROPOSED LANDSCAPE SCHEDULE Plant M in. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF O�''`�y, Large Deciduous Tree Olmus americans cvs. American Elm 2.5" 3 25 397 1191 {MKT Large Deciduous Tree g Gleditsia triocanthos inermis Thornless Honeylocust 25" 2 31 424 848 �s++.,..((✓✓ Ornamental Tree Corpus florida Cherokee Princess 6-8' Ht. 2 17 124 248 'Cherokee Princess' Dogwood OOrnamental Tree Cornus Kousa Kousa Dogwood 6-8' Ht. 1 17 124 124 O Broadleaved Evergreen Ilex glabro Inkberry Holly 2' Ht. 58 6 23 1334 Shrub 0 Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 27 5 14 378 ;�° Shrub O Broadleaved Evergreen Rhododendron Rhododendron 24° Ht. 18 4 13 — Shrub catawbiense catowba TOTAL SF 4123 J as �j I °o s (6) MP I� (6) RC 9 obi a / / l (4) MP (4) RC ` i O ° 40 i J - <o.. - ! _ - / _ —. PANIUI-S UUHNER WAY. (2) MP I.'r (0 _. 4 M ` \—��.';, PRIVATE ROAD (3) RC `I _ i;Ii 41 SAN ! SAN �- WIDTH P ru -- uc_ -�� ` r ,, h: �I;cL' VARIABLE ( ) � MI (4) MF' � MP (4) MP !_ - - (5) e PL 4) RC v yJ..— �,.+) u[ (5) RC iGi3--=', � i RC dau—_ _\ a —� - — �� �: o � "IaV W W -- W �W W Wr —EhN �NL =NNN Oat I till - W —W —W W W W. Wr W \{ —.— , \W % 1 a ti y W NuALT< O i / ° < `Cb .5. a, ---- �— \ l a OV I I I ` I ` I I , I ` I --__ \ \ \ \ O (� FEE 390 1 41 WS ♦► O Y1, O _ Y0;4 F UJ _ — — - �a , SHIMP ENGINEERING9. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �, �p TH OF 'off J� U T1Te'f'M1.J0"1 10111P1 45183 /f �SSIONAL INITIAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.08 [INITIAL SOP] REVISION: 91111IIIIIN,161 LANDSCAPE PLAN 21.043 -------- -------------------------- 20 0 20 0 ° 60 1 �- I C 4 1 Scale: 1 "=20'