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HomeMy WebLinkAboutSDP202100021 Plan - Approved Major Amendment, Final Site Plan 2022-06-01MAJOR SITE PLAN AMENDMENT 11 3 LEGEND EXISTING NEW 31"1.5 x �- .311.5 TC x �- 311.5 TW x �- 311.5 BW x �.. 00000soo k & =s---,---1--] X X --0 _ -0- m OHU OHU •UGU - UGU DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION 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 WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY U STORM MANHOLE I L__L0__1 DROP INLET -_,--,--- r-T--N0ffM:E= STORM SEWER -RF,-&04um= ROOF DRAIN SANITARY 0 SANITARY MANHOLE - -. SANITARY SEWER MAIN S SANITARY SEWER LATERAL S WATER W WATER LINE VWI O O WATER METER = 0 WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS GAS LINE GAS 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/DEVELOPER Annamae Holdings LLC 1514 Ballard Drive Charlottesville, VA 22932 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING DCD - Downtown Crozet District SP202000015 approved on January 11, 2021 Overlays: Dam Break Inundation Zone State, Entrance Corridor, Flood Hazard Overlay District, Water Protection Ordinance, Scenic Byways SDP200900085 approved on 8/27/2009 and minor SPA SDP201700023 approved on 8/10/2017 MAGISTERIAL DISTRICT White Hall SOURCE OF TITLE DB 3613 PG 454 DB 321 PG 363 PLAT SETBACKS Per approved SP202000015, setbacks are provided as follows: PRIMARY BUILDINGS FRONT MINIMUM: T FRONT MAXIMUM: 10` SIDE MINIMUM: None SIDE MAXIMUM: None REAR MINIMUM: 0' REAR MAXIMUM: None *Up to 20' with administrative modification BUILDING HEIGHT Maximum building height in DCD: 50' or 4 stories Proposed building height: 2 story building addition SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Lincoln Surveying, December 15, 2020. BENCHMARK Datum for topography is NAVD 88 FLOODZON E According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO229D), this property is located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Lickinghole Creek Water Supply Watershed. 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. 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. ITE TRIP GENERATION AM PM Daily Use Description ITE City In Out Total In Out Total Total Animal Hospital/ 640 20 21 16 37 11 14 25 254 Veterinary Clinic Employees ANIMAL WELLNESS CENTER SDP202100021, AMENDMENT TO SDP2009-85 TAX MAP PARCEL 056A2-01-00-00700 EXISTING USE Veterinary Office PROPOSED USE Veterinary Office, two-story building addition of approximately 6,000 SF total and parking lot expansion LAND USE SCHEDULE EXISTING Area % Building 3,970 SF 2.6% Pavement 10,932 SF 7.2% Sidewalk 944 SF 0.6% Open Space 135,961 SF 89.6% Total= 151,807 SF (3.485 ac.) PROPOSED Area % Building 7,119 SF 4.7% Pavement 11,076 SF 7.3% Sidewalk 954 SF 0.6% Open space 132,658 SF 87.4% Total= 151,807 SF (3.485 ac.) PARKING SCHEDULE Downtown Crozet District: Minimum of 1 space per 1,000 square feet of net floor area, 9,892 SF GFA 8 spaces required, 23 spaces provided (no maximum per Sec. 20B.4) Bicycle parking: 1 space per 10 vehicular parking spaces required; 8 vehicular spaces required 1 bicycle parking space required LANDSCAPE Landscape shall comply with Sec. 18-20B of the Albemarle County Zoning Ordinance. 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 A117.1-09. 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 �� �sc e through manhole cover of the next upstream manhole in the public sewer shall not discharge 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. FIRE FLOW & PREVENTION A knox box is required. Location of the knox box to be coordinated with the Fire Marshal's Office. ISO needed fire flow is 1,500 gpm. Total estimated flow is 3,126 gpm, AWWA Q20 calculation is 5,601 gpm. VDOT DETAILS NOTES Contractor shall review the latest VDOT standard details prior to construction. Details subject to change. See below a list of VDOT details for contractor to review from VDOT official website. 1. VDOT IS-1: VDOT STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 2. VDOT DI-3A, 313, 3C: STANDARD CURB DROP INLET- 12"-30" PIPE: MAXIMUM DEPTH (H)-8' 3. VDOT MHA: STANDARD MANHOLE FRAME AND COVER 4. VDOT MHA: MANHOLE FOR 12"-48" PIPE CULVERTS 5. VDOT CG-12: CG-12 DETECTABLE WARNING SURFACE GENERAL NOTES 6. VDOT CG-12: CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION 6. VDOT CG-12: METHOD OF INSTALLATION 7. VDOT CG-6: COMBINATION 6" CURB & GUTTER (CONTRACTOR MUST USE 8" VDOT 21A COMPACTED STONE UNDER CURB) 8. VDOT CG-2: STANDARD 6" CURB (CONTRACTOR MUST USE 8" VDOT 21A COMPACTED STONE UNDER CURB) 9. VDOT WP-2: ASPHALT PAVEMENT WIDENING (FOR WIDENING SUBJECT TO TRAFFIC i ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1"=1000' �A s 1�rratii �d€fir t ► f3!ft A;I I'Af# ''�11 t I. c9t k e rhT=.:,::. C�BSI1 i �7 r :' ' ;'� d d'J1't} +a' u4 ° � �i At �I1��5'�J. ROlJTE 2 #Q , ft , 6 THIRE P16T& E� RQAQ ,��­1 I1,If s 9,, �'�N ' tvtV4#;t F� rY. � . " h'unlcy; i llcllnr !' 11.�P � 11 6Y 2"ram r , ,y7�r� '�� �; ..;. D, ;� : ( ( }4 � 11 .4t�F. S�% i_}+ 6�1' ,d l �'I rde1's�lt '�r 1,4bPU*� x . tr PoCat ti § te9t4'�I; 4 ti : �� 'u° k, ' y jJi P +`i• 7; 7[ :t iAt 3h'i }alb}, kt e :.. Yjt. - F �. ,{ P <:: i �# 6'Ald, 1.Trrii, I i6 D r 6 y�. { (4 � �_ f77�+�'^" r €� 4+ 10. H k; M X Y9 } y= ,d _ } W - ,�111d f� }i�Y I'I �F Y ,: s b �i r FXi t� M r J , ..� _ ,.', Y�� sr€W eF�+r a . se ii ,� e /S� } 1. ar- 1yR4 4 r :1 1.fig Urrtrrl�l �4 r} 1:111 s RAM :. 71p3rt€trr 4 e l�trr46 . < ,. l ,.11 r„ ,� - . ,,aA�� IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C1 COVER C2 APPROVED SP2020-15 CONDITIONS C3 EXISTING CONDITIONS C4 GRADING & UTILITY PLAN & STORMWATER PROFILES C5 LANDSCAPE PLAN C6 LIGHTING PLAN & SITE DETAILS C7 STORM PROFILES & DETAILS Submittal Type Reviewed and Approved by the Comm} nity Development Department Date- I 202 2- File# 450 WOZ11000ZI Signature APPROVALS Current Development Planner Current Development Engineer Architectural Review Board Fire Official Building Official SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.6140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM UJ T1 / 51sI-2'L Agv I's .�� (oNAL _ MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS • 11VtL___ 6 /i I 2OZ2, CENTER Albemarle County Service Authority Date ALBEMARLE COUNTY, VIRGINIA SUBMISSION: Da e 2021.03.22 REVISION: 2021.07.15 [ARB] DE to 2021.08.02 [ARB] 2021.12.21 J2022p .02.01 2022.05.05 D to FILE NO. T 20.005 Virginia Department of Transportation Date COVER C1 RESOLUTION TO APPROVE SP 202000015 ANIMAL WELLNESS CENTER. BE IT RESOLVED that, upon consideration of the staff reports prepared for SP 202000015 and all of their attaelunents, the trfbriliation presented, at the public hearings, any eounnents received,'and the factors relevant to special use permits hi Albemarle County Code §§ 18-20I3.2(E)(17) and 18-33.40; the Albemarle County Board of Supervisors hereby approves SP 202000015, subject to the conditions attached, hereto. I, Claudette,, K, Borgersen, do hereby certify that tho foregoing writing is a true,; correct copy Of' Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a r'egulhr.ncotitig held oil February 3, 2021. Clerk, Board of County Super' •ors Aye Na Mr. Gallaway Y Ms. LaPisto-Kirticy Y Ms. Maltek Y Ms. McKeel Y Ms. Palmer X Ms. Price Y' 'SOLUTION TO . PROVE S%202000022 ANIMAL WELLNESS CENTER NOW BE IT RESOLVED that, upon consideration of the staff reports prepared in conjunction with thus special, exception request and tile attachments thereto includin staff's su ortin analysis, all of the . P 1 1 � g pp � coininents received, and till of the factors relevant to the special exception in Albemarle, County Code §§ l8 5.I.11 and 18-33.49, the Alberarle County Board of Supervisors l erebyapproves 8920200,0020 Animal Wellness Center to to allow the veterinary clinic and'associawd uses to be located less than 200 feet froina. residential propertyline, subject to the conditions attached hereto. I, Claudette K. Borger'sen, do hereby certify, that the foregoing writing is a;true, correct copy of a Resolution dulyadopted by the Board of Supervisoors of Albemarle County, Virgirua,'by avote ofsix tozero,as recorded below, at a regular meeting field oil February 3 2021. Clerk, Board. o 'County Sup sar !%� Aye Nay Mr. Gallaway Y Ms., LaPisto- rirtley Y Ms^ Mallek Y Ms. McKeel Y' Ms. Palmier Y Ms. Price y SP2020-15 Anhnal Wellness Center Special Use Permit Conditions 1. Development Of tile use must be in general accord (as determined by the Director of Planning and the Zoning Administrator) with the concept plan entitled, "Special. Use Permit SP2020-00015, An Amendment to SP2008-009, Concept flan, Animal Wellness Center, 56A2-01-00-7," ;prepared by Shimp. July 2 2 1. ro be- in ter. accord with h,' `.Engineering, P.C., dated 0, 020, :last revised January 15; 202 b n general ac.co ,d w t the exhibit, development must reflect the following essential major elements: 4 Location of the existing building and its proposed additions Location of tie proposed new building in the "future phase/development" Location of the parking areas • Location of the outdoor .animal exercise area Minor modifications to the plan which do not conflict with the elements above may be made to ensure compliance with the Zoning Ordinance; 2. The Outdoor aninial exercise area trust be separated 'from access by tile, public and Iimited to the area behind the building, I Final site plan approval is subject to approval of the landscape plan (submitted with tile site plan) by the Architectural Review Board (ARB). Lanclseaping shown on the plan may be required to be in excess of the .minimum requirements of the ARB guidelines and/or the Zoning Ordinance to mitigate visual impacts of° the proposed use. 4. Subject to the approval of the Albemarle County Facilities and Euvu•oiimental Services depa Iment, a parking lot may be perinitted in the location oftlie existing drainage channel located within the Albemarle County drainage easement (deed book 3982, page 599), as shown to the west of the existing building depicted oil sheets 6 and 7 of the concept plan. For a parking lotto be permitted in this area, at a minimum, the developer must relocate and reconstruct the drainage Channel to a condition that Is consistent With the design of the existing channel and modify the drainage easement to reflect the new location. Piping of the, existing or new drainage channel, is not permitted. Any dispgsal of the County's existing drainage easement is Further subject to the requirements "of i'Iighil a Cade § ;15.2-1806(5). SE202000022 Animal Wellness Centei- Conditions I, Development: of tile use must be ill general accord determined(as , by the Director of Planning and the Zoning Administrator) with the concept plan entitled, "Special Use Permit SP2020- ce 00015, An Amendment to 8P2008-009, Conpt f lan, Animal Wellness Center, 56A2-01-00-71" b Shim Engineering, P.C., dated Jul 20, 2020, last revised January 1512021. To be prepared y P g h, y in general accord with the exhibit,,develop►nent''niust.refleet the following essential;inajor elements: • Location of the existing building and its, proposed additions • Location of the proposed new building in file "'future phase/development" Location of the parking areas *. Location of the outdoor animal exercise area i • 6 may r > be Ode to Minor modifications, totileplan which donut cali�flictwith the elements above _ d o_ . ensure compliance with tine Zoning Ordinance. 2. The buildings used for the veterinary clinic and overnight:animal boarding uses inust`be air-eonditiolied and must be sound -proofed so that sound ineasOrtcl at the nearest agricultural or residential property line: shall. not exceed 55 decibels. Prior to the issuance of a building permit, the applicant must sub.nit information to the satisfact on of the County Errgitieer• aril the Zoning Administrator (or their designees) that demonstrate that the sound attenuation ,qualities of the coristruction.niaterials used in the renovation, expansion, and/or construction of the veterinary clinic and overnight animal boarding service. buildings can reasonably.neet the filly -five (55) decibel sound limit in County Code §18-5.1.11(b)i SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLEVA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 2 $' Z I 1 1 �SzorrAL ��' MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: 2021.07.15 [ARB] 2021.08.02 [ARB] 2021.12.21 2022.02.01 2022.05.05 FILE NO. 20.005 APPROVED SP2020-15 CONDITIONS C2 TMP 56-A2-01--46A CLIFFORD H FOX JR ZONE: DCD USE: OPEN \ \ 2.69 AC ` POL LANDSCAPELEGEND CALIPER / SPECIES / CROWN SPREAD EX: 3" CAL. / DOGWOOD / 6' CROWN SPREAD 3D;�(6 'tl/TT77T74, Qrrrr�l y. a., �. TMP 56-A2-01--46 t \ JESSICA DYHAR TOSTO & I-EONARD C. TOSTO t DTMP 56-A2-01--7A B 1272 PG '101 \ G4VE DB 792 PG 350 LIVING TRUST H. SMITH DB 429 DB 3 PG 655 2J792 PG 353 PLAT ZONE: DCD r \ USE: OFFICE DB 3982 PG 615 PLAT DB 321 PG 363 PLAT \ 1.97 AC t ZONE: DCD a \ , 29199% USE: SINGLE FAMILY 99RESIDENTIAL z SSMH 200 AC 4 �660.59 \ \ F z 1 � \ ' • to 0, S9 \ / V^M , 12CCHR20 0 121' L I I I 1 II 7 i h TIMB gF 60�•" ,, l I 12CCHR25 �o WAI \ ENCRC CHES \ ' n! 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM i NAL BUILDING„ , Hb� I i TMP 56A2-01--6 ". �` — r , TO RDS PARTNERS. 7 \ EPJCROACHES �`++�O \ , . � S t I : / I12�{�1A{p ( THR � � � D.B. 4024 P. 567 o.3s' - 56 ,97, \ 6' ID 1 _ 1 S T�(i � � � � � �I+ i �� / DB ao2a Pc s67 \ --.%$• . tIi L 0 1 \ \ > .\ <l�P \ .` I ( i 8E CHM I t I l \ I / ( DB 367 079 PPC G 1551 PLAT T DB 255 PC 175 DESC. 515 J `y1�� 1 I ZONE: R2 RESIDENTIAL oul6 6 5,tB MAJOR SITE PLAN AMENDMENT \ \\ USE: SINGLE FAMILY RESIDENTIAL g 4 g 8.08 AC PERAfA T ��\ \ \ 6 AP - \ \� G S1 50400$„W \ a. _-� _ ANIMAL SSMH - T' ` "~� 1�„ 656 ,� 656.74 I _ 14W5 \ \ <- . \ ,a1� U -_ WELLNESS ® 761 --AL3\ --a", !� % \\�1 SEIM" 30' PRIVATE SEWER _ �� �o _ _ \ , i 6� r7 j , CENTER EASEMENT _ �,,c-_ A SE r / �f=, �16 67 \ 7' 9 y � w D.B. 3985 P. 642 .= EASF71T 1 _ —� _ ` \ /�J Jj r r\ • \ S�.QU \ H2 / Da e3g A rr=�`'r._ SSMH \_ ' - ''/ IF656 ` 658.35 — ( ALBEMARLE COUNTY, VIRGINIA �N/ryR — _ SUBMISSION: (�cANy° 2021.03.22 COUNTY OF ^ �' SJg�� IMP 5..�„00 y� � �,.W DB 3830 PG 168 y `� REVISION: OB 1671 PC; 603 PLAT I ZOI,Z R2 RESIDENTIAL 2021.07.15 [ARB] USE: FOREST SSMH 5.51 AC I ~ '�`""•••..,, --. 681.23 2021.08.02 [ARB] 2021.12.21 2022.02.01 2022.05.05 FILE NO. 20.005 EXISTING CONDITIONS 4 30 0 30 60 90 Scale: 1"=30' C 3 j TPA - A' - - P 56 Z 01 -46A CLIFFORD H FOX JR\ ZONE: DCD USE: OPEN \ 2.69 AC IN- TMP 56-A2-01--46 ` POL JESSICA DYHAR TOSTO LEONARD C. TOSTO P TMP _ 01 _\ DB 1272 PG 101 GWENDOLYN SMITH }'- \ DO 792 PG 350 LIVING TRUST DO 792 PG 353 PLAT DO 4293 PG 655 ZONE: DCD DO 3982 PG 615 PLAT \ \ USE: OFFICE DO 321 PG 36.3 PLAT 1.97 AC ZONE: DCD ` J USE: SINGLE FAMILY N \ t� RESIDENTIAL \ \\ tJ SSMH 2.00 AC 1 ✓' \ O sIs g 1u %y� 12�CHR20 CCv ""-•660--__ 1 i 1 y' 9r 2 v� � + I 1_ HR_ CD } ' -C` UWAL2 4WAL6\' \ ' - \ 1 4ASH30 14':JAL30 8'NAL210 -. 10WAL25 / WAL25 70WAL_ 12 PARkI�G $PACES 1� ,.i 25 "'vAslt. -tY 10'NAL25 ' s r I / A JOWAL25 �-� l l , !�^+c RO \ - ! _ - ^'� PYC� 1IIWAL35 '\ Him 6' SCREENIN � FENCE 6 }/ 59 12'x6 a 62 �' ♦ or GRATE / rl�f ' • \ i DUMPED / , t 9 ti a " 3 1 '`__ 675.14OUT:67.E ENGINEERING2 } �\ LAND PLANNING PROJECT MANAGEMENT Tom r F 655.216yo t / j O C3o / ` ^ , / / 912 E. HIGH ST. 434.227.5140 \ l } 1 V r; • BJAP 1: ADS TORMTECH do OLATOR / I > \ + _ / ' � ' "`-J Y' J Row ') / / �' / CHARLOTTESVILLEVA,22902 JUST] Nc@iSHIMP-ENGINEERING.CONI (24) $C-740JCHffisERS iK 4.33 0 1 fT1 l j J j o z a \ �r c !7J _ \ / BOTTTT0OM CHAMBER ANVERT- 54.83 30HL'f / TOP OF/STONF,p,658.33 1 f� Y� TE DRAl y COORC�I�IATESJ38.068626.-�703624 rn.�// SSMH � � \ , / / � � }y +} 1 � � 69'"' "� \f �: � �• � 1S . oP / f // , // � / , / / /. / // �` / ,, � I/ 679.38 TH �rci6 _/,� .� __► 1• r 1 �^ 04 \ \ SSMH 1�PI 5 656.09 \\ l 30' PRIVATE SEWER ` EASEMENT D.B. 3985 P. 642 TMP 56-11 COUNTY OF ALBEMARLE DB 3330 PG 168 , DB 1671 PG 603 PLAT DB 367 PG 155 PLAT ZONE: R2 RESIDENTIAL USE: FOREST 5.51 AC SSMH 681.23 a TMP 56A2-01--6 R&H PARTNERS, LLC DB 4024 PG 567 DB 4079 PG 391 PLAT DB 367 PG 155 PLAT DB 255 PG 175 DESC, ZONE: R2 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL 8.08 AC .0 •0 ME]" ■ ■ ■ RE MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: 2021.07.15 [ARB] 2021.08.02 [ARB] 2021.12.21 2022.02.01 2022.05.05 FILE NO. �l GRADING & UTILITY PLAN C4 TREE - PROTECTION FENCING 1 1 1 �! •! 1 PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WiTH MOUND TO (I ----I PREVENT SETTLING -- �1 I .--7 I- __ ( I I l I I SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE —SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE 3' DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN, IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFlLLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL, SHRUB PLANTING — SECTION Not To Scale FLANS 1-UK EXACI LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2' SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL ROUND —TOPPED SOIL BERM 4" HIGH X 8" WiDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WARE FROM TOP 2/3 OF ROOT BALL BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. PROPOSED LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal./Height Quantity Total Height(ft) Canopy SIF Total Canopy in 10 Yrs SF OLarge Deciduous Tree Ginkgo biloba 'Magyar" "Magyar" Ginkgo 2.5" Cal. 5 21 84 420 GLarge Deciduous Tree Platonus occidentalis American Planetree 2.5" Cal. 2 47 1253 2506 O Large Deciduous Tree Quercus robur "Fastigate" "Fastigiate" English Oak 2.5" Cal. 2 21 14 28 Large Deciduous Tree Acer rubrum Red Maple 2.5" Cal. 2 30 397 794 Ornamental Tree Magnolia x soulangiana Saucer Magnolia 6-8' Ht. 2 17 145 290 Evergreen Screening Shrub Viburnum utile "Conoy" "Conoy" Viburnum 24" Ht. 21 4 18 — Evergreen Screening Shrub Rhododendron Azalea 24" Ht. 12 4 10 — SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND —TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. * FINISHED GRADE EXISTING GRADE - I---i i i �-3X WIDEST DIMENSION OF ROOT BALL TREE ON SLOPE Q 25% (4:1 LANDSCAPING REQUIRED: SEC. 20B.4(D) SCREENING FROM PUBLIC STREETS: PARKING AREA OF MORE THAN FIVE SPACES SHALL BE SCREENED FROM STREETS WiTH CONTINUOUS EVERGREEN SHRUBS. SHRUBS SHALL MEASURE 24" IN HEIGHT, AND AT MATURITY SHALL BE THREE TO FIVE FEET IN HEIGHT, PLANTED BETWEEN THREE & FIVE FEET O.C., DEPENDING ON SPECIES PROVIDED: 21 EVERGREEN SHRUBS, PLANTED 5' O.C. SEC. 20.8.4(E)) LANDSCAPING: REQUIREMENTS OF SUBSECTION 32.7.9.7(a) and (b) SHALL APPLY ONLY TO PARKING AREAS HAVING MORE THAN 25 SPACES. SUBSECTION 32.7.9.7(c) SHALL NOT APPLY TO PARKING AREAS WITHIN THE DCD SEC. 20.B.5(8)) TREE CANOPY: SUBSECTION 32.7.9.9 OF THIS CHAPTER SHALL NOT APPLY WITHIN THE DCD ENTRANCE CORRIDOR STREET: LARGE SHADE TREES, 35' O.C. W/ INTERSPERSED ORNAMENTAL TREES EXISTING TO REMAIN; 3 SYCAMORE TREES PROVIDED: 2 LARGE SHADE TREES + 2 ORNAMENTAL TREES PARKING AREA: ONE LARGE SHADE TREE FOR EVERY 10 PARKING SPACES, 40' O.C. 23 PARKING SPACES PROPOSED PROVIDED: 7 LARGE SHADE TREES SCREENING SHRUBS PROVIDED ALONG PERIMETER OF CROZET AVE. FRONTAGE AS NEW BUILDING & ADDITIONAL PARKING TO BE CONSTRUCTED AT A LATER TIME PER APPROVED SP2020-15 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 overall health of the plant. 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 approved landscape plan. 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 4. All disturbed slopes of steeper than 3:1 to have low maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. MAINTENANCE: LOW MAINTENANCE GROUND COVER —The best time of year to mow is during the fall through late winter. Mow on a three—year cycle where 1/3 of the areo is mowed each year. Do not mow during the spring or summer months because of the nesting season. When mowing, cut grass no lower than 6 inches and allow stubble to remain until spring to help insulate plant roots and provide cover for wildlife. If native warm —season grasses are cut lower than 6 inches during the active growing season, the stand will be reduced significantly. County of Albemarle. Conservation Plan Checklist —To be placed on Lan&scapc flans (Handbook, pp 111-28-1-111 297 for complete specifications); I. the folfowlin0 ftemis'sh•dl be shonwn on the plan• � "frees to be saved, Limits gfcleadng (outside dripline of trees to be'suved); CI Loeation and type arpiolecilve reneiny'; Grude changes requiring tree wells or walls; © Proposed trenching or tunneling beyond the limits of clearing. 2. NlarkinLs: All trees to be saved shall be mnarked with print orribbon at aheight clearly visible to equipment operators. No grading shall begin unlit the tree marking lim been inspected and approved by a County inspecttor. 3; Pre -Construction Conference: CI Tree preservation and prutci lion measures shall be reviewed with the eontraptor on site. 4. - Fnui2ment Operation and Storage: ivavy equipment,, vehicular traffic and storage ofconstruction materials including Suit shall not be permitted within the driplines of trees to be saved- 5, Soil Erosion and Stormwater Detention Devices: - ') Such;devices shall not adversely affect lrees'tu be suved. 6. ' Fires: © Fires are not permitted within too feet of the dripline of trees to besaved. 7. roxicblateriais: Toxic materials shall not be stared within 100 feet of the dripline of frees to be saved. S. Protective Fencing: Trees; to be retained within ao feet of a proposed building or grading activity shall be; protected by fencing: Fencing slnalh be in place and shall be inspected and approved by a County fnnspeUur prior to grading or cornstruction. 9, 'free iVells: ❑ When the ground lavel must be raised within the d6piine of a tree to be saved, a tree well sbail lie provided and a consiruction detail submitted for approval. to. Tree Walls: ❑ when the ground level must be lowered within the dripline a tree to be sated, u tree wall shall be provided; and a construction detail sulin itted for approval. 11. "rrenuhineand!1`onuellne: When trenching is required within the limits ofclearing, it shalt be dune as farawayliom the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. ; Cleauutr: Protective fencing shall be the Iasi items removed during the final cleanup. 13.Daumeed Trees: Damaged trees shall be treated immediately bypruning, fertilisation or other methods recounuended by a tree spexialist, No'jrE:17' 1.5 THE DEVELOPER'S RESPONSIBILITY TO CONi?ER WITH T11E CONTIL1CTOR ON TREE CONSERVATION REQUIREMENTS. OWNERS.URE CONI'R,kCT PURCIIASER SIGNATURE (DATE) 5/1/06 Pagel of 1° SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E HIGH ST. CHARLOTTESVILLE VA, 22902 LON 431L227.6140 JUSTIN@SHIMP-ENGINEERING.COM T11 ' zIQNAL ORIGINAL SLOPE SHOULD PASS MAJOR SITE PLAN AMENDMENT THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL ANIMAL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" WELLNESS LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFlLLED. POUR I C E N T E R WATER AROUND THE ROOT BALL TO SETTLE THE SOIL LOOSENED SOIL. DIG AND TURN ALBEMARLE COUNTY, VIRGINIA THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND SUBMISSION: DEPTH SHOWN, 2021.03.22 SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL, REVISION: 2021.07.15 [ARB] 2021.08.02 [ARB] ORIGINAL GRADE 2021.12.21 EXISTING SOIL 2022.02.01 2a22.a5.a5 FILE NO. 20.005 to 50% (2: 1) LANDSCAPE PLAN r15 Not To Scale Not To Scale IItI?IOzZ +� " +" " +" " +" + + H +" +" " -+-" " -,Y,u +" " + " Symbol Label Quantity Manufacturer Catalog Number Description Lamp Filename Number of Lamps Lumens Per Lamp Light Loss Factor Wattage +o.o �0.0 �_0.0 �0.0 �0.0 �0.0 �0.0 +o.o l_O.D +0.0 +o.o +o.o �o.o �o.o �o.o +o.o +o.o +0.0 +0.0 �o.o q 6 Signify Gardco ECF-S-32L-365-WW-G2-2 EcoForm Area LED ECF - Small, 32 LED's, (2) LEDGINE SLID LIGHT ecf-s-321-365-ww- 1 Absolute 1.oa 40.00 3000K CCT, TYPE 2 OPTIC, No Shield ARRAY(S) DRIVEN AT 365mA g2-2.ies STATISTICS: +o.o _Io.o �0.0 +o.o +o.o }0.0 +D.o +o.o +0.0 _�o.o +D.o +0.o +0.0 _�D.o +D.o +0.0 +o.o +0.0 +0.0 +o D +o r + (2) LEDgine DRIVEN AT 700 ecf-s-321-la-ww-g Absolute 1.00 70.2 .3 f Average = 1c Maximum = .3 fc B 6 Signify Gardco 121-32L-700-WW-G4-4 121 LED Sconce mA 2-4-his.ies 1 Minimum = 0.0 fc +0.0 +0.0 49 0 +0.0 4 0.0 +D.O +0.0 +o.o +0.0 _�9.0 +o.o +0.0 +0.0 -1_0.0 -1-0.0 +0.0 +0.0 +0.0 +0.0 +0.0 . o +0.0 + + Lighting Notes: 1. Pole mount fixtures shall be mounted at a total height of 20' from the finished grade, which includes the pole base. -i D.o o.o + o.o + D.D + o.o + o.o + o.o + o.o + 0.0 4 0.0 + 0.0 0.0 + 0.0 H- 0.0 + 0.0 + 0.0 + 0.0 0.0 0.0 0.D 0.0 0.0 2. Wall sconce fixtures shall be mounted at 12' height. + + t + + 3. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent o.D +- o.o + o.o r o.o + I- D.o D -;p o.0 + 0.0 0.0 + 0.0 -F 0.0 + 0.0 + 0.0 r 0.0 + 0.0 + 0.o + O.o 0.o 0.0 D.0 0.0 0.0 roads, The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning + i + -� + + districts shall not exceed one-half footcandle. 4. Finish of the lighting fixtures shall be dark gray. +0.0 +0.0 +0.0 j_0.0 +0.0 +D.O +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 I_0.0 +0.0 �0.0 +0.0 C L 0.0 0.0 0.1 0.1 0.2 0.3 0.2 0.2 0.2 0 2 L0.2 0.2 0.3 L0 2 0 1 L0.1 O.D p.0 0.0 0,0 0 F ` r' L M I CO o.5 9 .DCO 0 +0.0 +0.0 +0.1 +0.2 0 +0.7 +0.8 +0.8 +0.8 +0.8 +0.9 +1.0 +1.0 +0.9 +0.7 0.5 +0.2 +0.1 �0.0 +0.0 +0.0 .0 +O.D i - by Os ignify by Os ignify n;, W 0.0 + 0.0 0.0 + 0.0 0.2 + 0 6 + 1.2 + 1.6 + 1.9 + 2.1 + 2.1 + 2.0 + 2.1 + 2.4 + 2.4 + 2.2 + 1.7 + 1.2 + �5 + 02 0.0 0.0 D.D OA- + + + + �0.0 0.0 +0.0 +0.1 +0. .5 +1.0 +2.0 +3.0 +3.7 +3.9 +3.7 Gardco EcoForm Gen--2 combines economy with performance in an LED area Project: +3.7 +4.0 +4.4 +4.6 +4.4 +3.2 +2.0 +1.0 +0.2 +0.0 +0.0 +0.0 +0.0 luminaire. Capable of delivering up to 27,800 lumens or more in a compact, low Location: profile LED luminaire, EcoForm offers a new level of customer value. EcoForm GaLNo: Gardco LED wall sconce 121 offers distinction through its styling, powerful Project: features an innovative retrofit arm kit, simplifying site conversions to LED by ----_._.^ __.. ___ __.__ optical design, array of distributions, and impressive selection of control Location; 0.0 + 0.0 + O.0 + 0.0 -i- 0 1 + ' C 3 -}- 1.2 + ' 2 6 -}- ' 5 2 -I- ' 7 1 -►- ' 6 3 -I- ' 4.9 -{- 5.9 + 7.2 -{- 7.0 -}. 7.5 + 8.11 + 5 4 + 2 6 -}. • 1.2 + 0 2 -{. • 0.0 + 0.0 -I- 0.0 _� 0.0 + Type: eliminating the need to drill additional holes in most existing pales. Integral possibilities. Designed to add an element of style to our application b P 9 Y Y pp Y cac.N«� 5 control systems available for further energy savings. Includes Service Tag, our Lamp=: aty: pairing straight lines with rounded edges, the form of the 121 is timeless, yet Type. innovative way to provide assistance throughout the life of the product. Nate;: contemporary,and will com complement a wide assortment of architectural styles P Y O.0 + 0.0 -I 0.0 + 0.0 + 0.1 } 0.3 I- `�.5 1.5 -I- fi"�"T ' 3 6 6.5 + 10 .6 + 7.4 } t 1.4 .4 0.1 0.1 0.0 C 0 0.0 and designs, while delivering high light levels and functional distributions. Lamps: oty. + } -L 4 + f 121 sconces are available in Type 2, 3, and 4 distributions, and provide output Notes: '"•.� -2@12' of up to 12,400 lumens. Energy saving control Options help to increase energy +0.0 +0.0 +0,0 +0.1 0.4 .5 +0.5 +0.6 ,j % "',. 1.5 0.9 .3 0.0 savings and offer California Title 24 compliance. Emergency Battery Backup + +0.3 +0.2 +0.1 +o.o �0.0 option available for path -of -egress and is integral to the lurninaire. 5 . 0.0 +0.0 +0.0 +O. +0.8 +0.9 +0.8 +0.7 +1.2 +0.9 0.5 +0.2 +0.1 +0.0 +0.0 Or guide example: ECF-3-64L-900-NW-02-AR-5-120-HIS-MGY +0.0 �09 +0.1 +0.7 +1.3 +1.2 +1.1 +1. 8 0.4 Ordering guide example:121-32L-•700-NW-G4-3-120-BL-IMRI2-BZ +2. +2.0 +1.1 5 5 ECF-S - - - 121 0.0 + 0.0 4- 0. �- 1.4 + 2.0 i 1.8 } 1.4 + 5.6 3.3 1.6 6 0. 0.0 ECF-S EcoForin 32L 32LEDs 365 365mA WW-G2 Warm White AR Arm Mount Type 120 120V 208 208V DD 0-10VExternal dimming (by others)' IMRI3 Integral with PCB Photocontrol Fusing Square Pole Adapter Textured Emergency UNV 120-277V + -I + + } + 2Type2 Ft Single BK Black~ 121 LEDwalisconce 16L 16LEDs 200 200mA CW-G4 Cool White5000K, 2 Typo EBPC site and (2 modules) 530 3000K,70CRI (standard)= 2-90 Rotated 240 240V DCC Dual CircuitControlcnE 93lens" Buttong" (120,277,347VAC)' included in WH White (I module) 400 400mA 70CRI Generation 4 3 Type Battery Pack HVU 347-480V 5 area, small 530mA 700 Generation2 NW-G2 The Ieft90' 2270 Rotated 277 271V 347 347V FAWSF1eld Adjustable Wattage5elector`5 IMRI7 Inte ralwith g TLRDS Twist Lock F2 Double (2R8,240,480VAC)' standard product BZ Bronze DGYDarkGray 530 530mA 100mA NW-04 Neutral White 4000K, 70CRI Generation 4 Type 4 Cold Weather"•313 Leave blank to omit an 120 120V 240 240V D.D 0.1 0 2 2.1 -I' 3.1 -i' 2.4 + 1.8 + `j 8.6 4.3 1.9 + 0.7 "{- .2 + 0.1 I 700mA NeutralWhite following480 right 480V SW Interface module / g7lens'r Receptacle Fusing TB MGYMediumGray 100 1000 1000mA WW-Gb Warm White3000K, emergency gencyoption 240 240V 1A 1050mA 4000K,70CRI Genera Generation moun(h1y 27p• UNV 120 277V (50/60Hz) for SileVdise' LLC Integral wireless 5 Pin'c TLRD7 Pole Mount FPt Sin le g Terminal Block° Customer specified 1200 1200mA 70CRI Generation 4 WY-G4 Warm Yallow 2700K, 277 277V 347 347V 0.1 0.1 } 5 .3 2.3 4.1 - @ 12' 8.2 4.1 1.7 0.7 0.2 0.1 1.2A 1200MA CW-G2 CoolWhite be order be ordered separutely Type3 3Type 3 HVU 347.480V (50/60Hz} LBa module ' BL Bi-level functionality er T.vistLock Receptacle ( 120,277,347VAC)' FP2 Double RPA Round Pole RAL Specify optional 32L 32 LEDs 630 2modules ( ) 700 1000 530mA 700mA 1000mA 80 CRI Generation 4' BW-G4 Balanced White 3500K 80CR1 Generation 4' 480 480V 3.0 i 2.1 + + 48L 900 5000K,70CRI (See cccessories) 3-90 Rotated Ieft90' 7Pin*' (208.240,480VAC) Adapter (fits to colororRAL AM-G4 DiractAmber(590nn1) 3 5 @ 20' 2. 4.2 3.1 2.2 1. 3.9 2.4 1.3 48LEDs (3madules) 900mA 1A Generation2 SF Slip Fitter 3-270 Rotated right DynaDimmer:Automatic Profile Dimming --- TLRPC Twist Lock Receptacle FP3 Canadian DoublePull(208, 240,480VAC' ) 3.9"O.D. pole} " (exRAL7024) [C Custom Color (Mustsuppiy Options Generation 4' 6 @ 5. 34 1.6 5 3.3 5 1 @ :r.1 + + + + + + 1-�' -I- �. i- + �- i- .5 5 0.2 -i- 0.1 i- 1050mA MounN 270' CSSO Safety5p% Photocell HIS 1.2A I200r1u1 r , (fitsto2 /e Type 4 Dimrning.lhours" CMSOf4edian50%Dimming, Surge Protection 00kAstandard) Internal Color Chip for required 9 r --�� 0.0 0.0 0 .2 2.1 3.2 2.7 + 2.1 -}- =F: -}- 1. - -� 2.0 1.6 1.0 0.4 0.1 64L 64 LEDs 900 900n1A O.D. tenon) WS 4Type 4 4 90 Rotates) 8hours'" C530 Safety 30% �t 5P21nueasedZOk Housing u Side Shield factory quote) Textured DD 0-lOV External dimming controls b g( Y IMRI2 Integral with #21ens" PCB Photocontrol Button'' Fusine - - - � + + �.. �.. �.. Waltmount left90' Dimming, •5 (4modules)iA with surface 4 270 Rotated -CM30bledian30%Dimming, others) IMRI3 Integral with #3lens 10 Fl Single(120. UK Black 1050mA conduit iearentir tight ahours" DCC Dual Circuit Control'-5 -' PAWS Field Adjustable Wattage 'e 277. 347VAC) ° F2 Double (208, 240, WH White 8Z Bronze D.0 + OA + 1 + 0. + 1.4 2.2 2.1 + 1.9 + 1.7 1. + 1. + 1 + .6 1.6 1.5 1.5 + 1.3 + 1.2 + 1.0 + 1.1 + 0.9 + 0.6 + 0.. {- 0.1 pennitled 270 SW Interface Module for 51teVAse "•'�" 480VAC)a DGY Dark Gray Types 5 Types LLC Integral wireless module'67� F3 Canadian Double 240.us MGY Medium Gray HIM 5 Retrofit arm mountkit r 5W Type BL Bt-level functionary with motion sensor 4' z 480VAC )B o r atom specified 0.0 + O.0 + 0 + 0.1 + 0.8 1.6 1.7 + 1.8 + 1.8 + 1.8 + 1.9 + 2.11 + 2.1 + 2.1 + 2.0 + 2.0 +• 1.8 + 1.5 + 1.2 + 1.0 + 0.8 + 0 6 + .3 0.1 + AFR Auto Front Row DynaDimmor: Automatic Profile Dimming surge Protection (10kA standard) RAL Specify optional color or RAL (ex: OC-LGP or E N G I N E E R I N G ,5 AFR-90 Auto Front Ruw, CB50 Security 50% Diumilng, 7 hours CM50 Median 50% Dimming, 8 hours SP2 Increased 20kA OC-RAL7024) Cc Custom color LAND PLANNING - PROJECT MANAGEMENT 0.0 4 0.0 + ].0 i 0.1 + 0.5 1.1 1.4 1.7 + 1.9 + 2.1 + 2.4 + 2.7 + 2.8 + 2.8 + 2.7 + 2.8 + 2.6 + 2.1 + 1.6 + 1.3 + 0.9 + 0. + 0.3 0.1 + Rotated left (Must supply color chip fur supplycol requre AFR-270 CS30 Security 30% Dimming, 7 hours factory quote) Auto Front Row, CM30 Median 30% Dimming, 8 hours Rotated right 912 E. HIGH ST. 434.227.5140 +0.0 +0.0 0.0 +0.0 +0.2 +0.7 +1.1 1.5 +1.8 +2.4 +3.2 +3.7 +3.8 3.5 +3.5 +3.8 +3.6 +3.1 +2.1 +1.5 +1.0 +0.7 +0.3 270' ' Only 16L up to 700rnA can be used with battery "Not available with other dimming 'Available with two modules (32L) at 630n1A. CHARLOTTESVILLEVA, 22902 JUST] N@SHIPriP-ENGINEERING.COPrt 1. BL-IMR13/7equipped with out -boarded sensor housing when 8. Not available In 347 or480V 14. HIS not available with Type 6 and 6W optics. backup (EBPC) configuration. control options. 'o Not available with DD,DCC, and FAWSdimming 5 voltage Is HVU (347-48DV) 9. Must specify Input voltage. 15. Not available with DD. DCC, and FAW3dimming control options, z Extended lead times apply. Contact factory 5 Not available with motion sensor. control options. 0.0 '{ 0.0 _+ 0.0 0.0 + 0.1 +' -I- 0.8 ++ .2 1.8 .7 4 + .8 + .8 4.1 4.1 4.7 4.7 3.9 2.6 1.6 1.1 0 0.2 2. Mounts toa4" round pole with adapter included forsquare poles. 10.DlnuninUwlllnotbeconnected toNEMAreceptacle ifordering 16.NotavailablewithDD,DCO.FAWSandLLCdimmingcontrol 3. Limited to 45 degrees aiming above horizontal. with other control options. options. for details. 0 Not available with photocontrol. 'I Available In 120V. 277V, or 347V. + + + ++ + + + a maximum of 4. Not available with other dimming control options. 11. Not available in 48DV. Order photocell separately with TLRD5/7. 17. Must specify a motion sensor lens. s Available in 120V or 277V only. , Not available In 347 or 48DV. 17 Must specify d rnUtlUn sensor lens. 5. Not available with motion sensor. 12, Not available with DCC. = Must specify input Voltage. 13 Not available with DCC, FAWS, SW, and L.L.C. +0.0 _r +0.0 ,r0.0 +0.0 +0.1 +0. 0.6 +1.1 1.8 +2 0 0 0 0 0 1 0 , 5 0. 0 1 6. Not available with photocontrol. 13. Not available with SF and WS. RPAs provided with black finish 7. Available only in 120 or 277V. standard. 5 0.0 + 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0 1 + 0.1 + + 3 + 0.0 + - + ^ + 3 0.0 -� 1 + 0.1 + 0.0 -r .0 4 0.0 4- C �L us q 0 S L NS ECF-S_EcoForm- area_srnall 06/20 page i of 6 %� 121-LED-wall-sconce 05/20 page 1 of 5 r. 't ® / 4� � J Ni sril +0.0 +0.0 +0.0 40.0 +0.0 +0.0 +0.0 +0.0 49 0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 490 +0.0 No. Ic 1.0 +0.0 +0. 0 +0. 0 +0.0 +0.0 +0.0 I_0.0 10.0 H 0. D H 0. o +0. D +0.1 +0.1 +0. o +0.0 +0.0 +O.O +0.0 +0.0 +0. 0 +0.0 +0.0 O +0.0 490 +0.0 , 0.0 +0.0 +0.0 +0.0 +0.0 + 0.0 +0.0 40.0 +0.0 +0.0 +D.O +0.0 0.0 1-0.0 9 18 A lumaX:I� BTU vurerrRzuu F H7•a6 ;<MACCEM-aE Kf-d NUrMKINIi - A 9 9 0 1: I F 1 5 Ili I J I K I t LEGEND GREEN(RETftOREFt, WHITE SYMBOL ON BLUE HETR)REFL ' fs 15n •s fD tan soy' xa } { . } Ix ff era 5a 3 ors :Ise, ass x.0 r i 1sn trio 5,7a1 is 9ACKGROUND -WHITE (RORGREFL) "Rt tlucespal itlg 56�i. BAIIYLNG4l1YtA:A1--cn aptclypntnHLGtrrr( A "See.{)age 6'31. WLenS EGENa, -.6011 inETKWEFLECINE).OR aEA1:K VXwe tEEM -WHILE JWRIXIFReorfJE) ","See page 6-2 for arrow design.unlxaiaato-VNJIE(HEIM1BttcilJEl Bagrrgxiu�6U$ (nE1RtmurrNE) 11 HC PARKING SIGNAGE :4 ° 4 4 e4 - n. I a. 4" - 3,000 PSI CONCRETE 0000000000000000 4" - VDOT #21A BASESTONE ono 0 0n0n0n0n0�� I i I_ -I I II III -I i COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 12 TYPICAL SIDEWALK SECTION C7 f NOT TO SCALE 1.5" OF SM-9.5A --- 2" OF BM-25 -6" - VDOT #21 A BASESTONE - COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: 2021.07.15 [ARB] 2021.08.02 [ARB] 2021.12.21 2022.02.01 2022.05.05 FILE NO. �, I LIGHTING PLAN & SITE DETAILS Ji .0 EL111111111■ ■ ■ ■ LJOL-1111111■ ■ ■ NOT TO SCALE NOT TO SCALE C6 K��ItaL1 A 1 0I'4f t off' ry \ x a u \ i /I Rm PE - 1-1 _ \ j \-- � � - l n Cl A �-� 7 % n Cy r . STORMTECH BMP #1 SCALE: 1 "=10' A2 oA,3 670 -670 J �Q _..._..._._�..- - __.......---..-....-_�.---•.r..�....... - -.-....�......-..-.......-_.._.........�.. � Off_ O o 1-YR WSE=656.08 i o �E _ ILQ�(R�C45E 658.20 �- 100-YR WSE=658.45 I wn �V) m-co 665 665 EX. GRADE - I PROP.`Y I 0 ADS-GE-OSYNTHETICS-60�T NONWOVEN FILTER FABRIC a - - _ a100--xR WSE -558 45 I y 33 _ _ „ - "-r'-� r��i:1"" T-`.. K.t ; trf-��r�+yYr'i.A ftr"i,ELrti� f -j�h�^x"P . ,r'. Y.. d-.55 F �_.-„,Lj:.'C .rN. (214, A©S 5u-740` STORRTEOH.__ w!K-§m.0aCHA BERS WITH ISOLATOR ROW------_--_ _ ---_mil`• _ -----pi-) 655 655 211 _ UTLET (ROW 1L--\ 24"-FIDPE�-- GLEAN, CRUSHED, ANGULAR #3 INLET (ROW 1): INV. OUT=654.83 STONE�,,�(AASHTO M43OR OP-OF`PIPE=655:83—tdLTIVALENT PER TABLE OfKC13. __._ ��' .HDPzE _ __ _. _ .. -. INLETROW 1� ___ - INV. IN = 655.00 24"�IDPE TOP OF PIPE = 656.25 INV. IN = 654.85 OP"OF"PIPE""-`"'656:85"°""-VVVV6Wtl1"`�"` " 650 650 645 645 10+ 00 10+ 50 11 + 00 2"� STORMTECH BMP -1 PROFILE PRECAST 4" TOP OF BASE CONCRETE WEIR TOP=656.83 PROVIDE REINFORCED - -� WATERTIGHT 5.0000 CONNECTION TO STR. 3.500 (60" MH-1) 3" ORIFICE W/ DEBRIS CAGE 2.0000 BOTTOM @ INV. 654.83 MH INV=654.83 WEIR A2 DETAIL_ Al A2 N 670 ---- 670 665 665 660 660 655 655 EX 650 650 z 645 645 9+50 10+00- CL .'"� 10+50- 11+00 W 0 0 o== W O o= t� N -- - �DRIFICE. ..�..,,....... - .� ....,.<.m_.. HDPE-�Y-�-� DS--SG-74; -- � --��dQ:�32�� u7 � � _��„ __ - __ .yTORMTECH � C�IAMBEa5""'_ - - � 6 STORM PROFILE Al-A2 C7 SCALE: 1"=30' A5 675 670 665 �� 675 670 665 660 660 655 655 650 650 645 645 10+00 9+50 10+50 o _ �STOR�ITECFf'-"�'" - F= _ CHAMBERS_.-.�. �._._.INV=654,8�-------------_-.� ..�..,._.._-,.... .._.. 24" HDPE FROM - BMP #1 INV. IN 654.83 MH-1 FRAME & COVER PRECAST 4" CONCRETE WEIR TOP=656.83 STR. A2 BASE INV=654.83 (60" MANHOLE) 24" HDPE TO MH-1 STR. Al INV. OUT 654.83 AIR MANHOLE A2 DETAIL c7 STANDARD VDOT MH COVER �STAIR WEIR.:: / 3" ORIFICE W/ DEBRIS CAGE �IVIANHOLE DETAIL (TYP.). c7 A3 A4 675 O 675 670 670 665 665 660 660 655 655 650 650 645 z10+00 - 645 9+50 10+50 a�—mr�c�v ADS-ADS TORMTECH�---------�u� � �----- o�. 7 STORM PROFILE A3-A4 C7 SCALE: 1"=30' 4SHIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.6140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ,TH (r U J tJ . s w i� is No:-�-r sszp � MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: 2021.07.15 [ARB] 2021.08.02 [ARB] 2021.12.21 2022.02.01 2022.05.05 FILE NO. STORM PROFILES & DETAILS 20.005 II 8 STORM PROFILE A5—BMP C7 v fn v__ i (ZOIL(