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HomeMy WebLinkAboutSDP202100021 Plan - Submittal (First) Major Amendment, Final Site Plan 2021-03-22LEGEND 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 x x m SPOT ELEVATION 311.5 TO x x TOP OF CURB ELEVATION 311.5 TW x z- 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 I CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE X X FENCE UTILITY UTILITY POLE GUY WIRE oHu OHU OVERHEAD UTILITY ucu UGU UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER ROOF DRAIN SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE 0 0 WATER METER 0 0 WATER METER VAULT FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION 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/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: 1' 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 surve provided b : Y P Y Lincoln Surveying, December 15, 2020. BENCHMARK Datum for topography is NAVD 88 FLOODZONE 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 Oty In Out Total In Out Total Total Animal Hospital/ 640 20 21 16 37 11 14 25 254 Veterinary Clinic Employees ANI MAJOR SITE PLAN AMENDMENT MAL WELLNESS CENTER 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 21,754 SF 14.3% Sidewalk 2,411 SF 1.6% Open space 120,523 SF 79.4% 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; no maximum Total 47 spaces provided SDP NUMBER PENDING, AMENDMENT TO SDP2009-85 TAX MAP 56A211 PARCEL 1-7 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1 "= 1000' 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 workingadjacent to existing structures poles, etc. the contractor shall use whatever methods that are necessary to 1 9 , P rY 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 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. GRANI BARGAMIN PARK 0 REA "Wne� fps q, w, \Ao A The Lodge at Old Trail V S a e OLD TRAIL ,Xy S dTe The Summit Q A;,,rmr -t• 1` IMAGE PROVIDED BY GOGGLE MAPS darri�p �� ptl SHEETINDEX C1 COVER C2 APPROVED SP2020-15 CONDITIONS C3 EXISTING CONDITIONS C4 GRADING & UTILITY PLAN & STORMWATER PROFILES C5 LANDSCAPE PLAN C6 LIGHTING PLAN C7 SITE DETAILS 0 Three Nr,Ked;d `ROUTE 240 THREE NOTCH•D ROAD r•N�o',51 ' !n I, } 1 I t VILLAGE Crozet Park a Community Building SITE - EMS] Claudius Cro__Zet Park V ROUTE 240 CROZET AVE Crozet Park 8 Pool PARK VIEW BROOKWOOD b." WHITE OAKS 4. IAC k SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERINGCOM MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: FILE NO. COVER 20.005 C1 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 January 11, 2021 Valerie W. Long Williams Mullen 321 E Main Sir, Ste 400 Charlottesville VA 22902 vlono(dMi Iliamsmullen.corn RE: SP202000015Animal Wellness Center Dear Ms. Long, The Albemarle County Planning Commission, at its meeting on December 15, 2020, recommended approval by a vote of 7:0 of the above -noted application with the conditions and revisions recommended by staff in the staff report. The Planning Commission recommended approval by a vote of 7:0 of the special exception request SE202000022 to modify the permitted building location requirements of §18-5.1.11(b), to allow the proposed veterinary use to be located within 200 feet of a residential property line, with the conditions as recommended by staff in the staff report. Listed are the following conditions: 1. Development of the 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 Plan, Animal Wellness Center, 56A2-01-00-7,' prepared by Shimp Engineering, P.C., dated July 20, 2020, last revised October 19, 2020. To be in general accord with the exhibit, development must reflect the following essential major elements: • Location of the existing building and its proposed additions • Location of the 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. Only the walking of animals is permitted in the outdoor animal exercise area as designated on the concept plan. This area must be separated from access by the public and limited to the area behind the building as shown on the concept plan. Outdoor exercise areas are not permitted elsewhere on the property. 3. Final site plan approval is subject to approval of the landscape plan (submitted with the site plan) by the Architectural Review Board (ARB). Landscaping 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. If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me at (434) 296-5832 ext 3261 or email areitelbach(a)albemarle.oro Sincerety, Andy Reitelbach Snr Planner Planning Division cc: 1100 Crozet Avenue LLC C/o Gwendolyn H Smith 1514 Ballard Drive Crozet VA 22932 WQ _�z Key ® Buildable Area - Parking & Travelway P d ROW i I I 100-Year Floodplain 7\\\\ I I ./� 'j, Existing z; Treeline'' Proposed building tioA �� ; P g addin V _ _ Bicycle Parking (final location to be - ' determined at site I plan) _ - //r I v - �J� I /ram 100-Year , , , I I I I I 1 Existing building for Veterinary Office use SPECI SE PERMIT SP2 _00015 AN AMENDMENT TO SP2009-009 CONCEPT PLAN MAL WELLNESS iiii �'� CENTER SI �& SP DETAILS Sheet 6 of 7 — Final sidewalk locations to be determined at ; site plan i Future Phase/ I � Developmentry� , repose Dedication Floodplain Outdoor Animal A— I Screening fence to be Exercise Area �� —�—� _ —•� I, provided if required e Draina Easement \' 4' / \ \� / - -�' g \ / Notes: 4. Parking to be provided in the rear of the existing bui ing i \ 1. Building footprint areas and locations are conceptual. Final permitted by the terms of the public drainage easement (DB - Existing Sidewalk J I building footprint areas and locations will be determined at site 3982 PG 599) or any future amendment thereof.- \ plan. Buildings may be located anywhere within the "buildable TI A P 56At2-01-00-7 - New Sidewalk i '� I area. Any new buildings must meet the maximum 20-ft. front 5. The existing building, proposed building addition, and \ \ - - II building setback that is permitted by administrative waiver. future building phase, as noted on this plan, will allow for \ IR EV 1i15'JAN UA1 PY 2021 — 'Future Phase/ i �, / veterinary use and overnight boarding as well as any other by 1 t L. _ \ Pro osed Property Line Ike 'sect § January 2021 Development Q Per Sec. 20B.3(H) of the Albemarle County Zoning right use allowed for in the DCD. I —ai Ordinance, the director may allow for a maximum side setback \ Re ise 7 December 2020 Y '� Existing Property Line 1 � ' greater than 20' with approval of an administrative waiver. 6. Any building in the future phase/development will be a Re' October 2020 minimum of two stories in height, as required by the DCD Submitted 20 July 2020 3. Per Sec. 20B.3(B) of the Albemarle County Zoning Area and Bulk Regulations, unless the owner obtains a special 50 0 50 100 1500rdinance, a special exception is not required to expand the use permit for reduced building height. existing parking area project: 20.005 7. "Proposed building addition" as noted on this plan, accounts Graphic Scale: 1"=50' for an approximately 3,600 square foot one-story building SHIMP ENGINEERING, P.C. addition to the existing building. I I I i I —_t 100-Year Floodplain i Existing Treeline Bicycle Parking e \ %(final location to b determined at site Proposed building addition plan) / o/ I I I 1 t .p ANIMA CONCEPT Existing building for Veterinary Office use PECIAL USE PERMIT S P2020-00015 AN AMEN NT TO SP200a-009 CON T PLAN L WELLNESS CENTER TERIM CONDITION Sheet 7 of 7 Final sidewalk locations to be determined at ; sits plan 7 I A ,/77 r - - - - - - — \� 100 Year Key i / \ FloodplainA�%%�f���\����r' i M 51p �a �\ ��; _��� TI P 56A2-01-00-7 Existing Landscape Screening fence to be ,-� \ A I provided if required y \ ED /15 JANUIRY 2021 New Landsca e j _ P � Rev se s 7dDec ber 2020 I �� — '�' � - -���� � �` �� `-� ` Re vi 19 Octobbr 2020 Notes: Submitted 20 July 2020 1. Parking to be provided in the rear of the existing building 50 0 50 100 150 if permitted by the terms of the public drainage easement (DB 3982 PG 599) or any future amendment thereof. project: 20.005 Graphic Scale:l"=50' SHIMP ENGINEERING, P.C. SHIMP ENGINEERING LANDPLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U JUS,INM. SHIMP L c. No.145)83 nrnr E MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: 91111101111►[6l 20.005 APPROVED SP2020-15 CONDITIONS TMP 56-A2-01--46A CLIFFORD H FOX JR ZONE: DCD TMP 56-12 SAZ, LLC D.B. 2898 P. 215 D.B. 1671 P. 603 PLAT 30' PRIVATE SEWER EASEMENT D.B. 3985 P. 642 iUTT77N,i/llllli I \�� 5 Nir ry�ccE SBMAIV \ \ TMP 56-11 \ ,I� CE 'N FLOODpLAITS \ \ COUNTY OF ALBEMARLE DB 3830 PG 168 I DB 1671 PG 603 PLAT \ DB 367 PG 155 PLAT ZONE: R2 RESIDENTIAL I I \ \ \ .23 USE: FOREST I 5.51 AC TMP 56A2-01--6 D.B. 4024 P. 567 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 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Qp IV v RJT'tNM. SH MP L c. oo..05 83 l7il �4 O 1 G�J'J AlAT E�J MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: I CFI \ I ` FILE NO. 20.005 LANDSCAPE LEGEND \ \ ' �. EXISTING CONDITIONS CALIPER / SPECIES / CROWN SPREAD \ ' i "1 30 0 30 60 90 UDWEX:3" CAL. / DOGWOOD / 6' CROWN SPREAD \ j \ ' ' " Scale: 1=30 C31 POL \ \ SSMH \ \ 660.59 PF P 2 \ B dA s��� m rae�uan]���mr,�ar'Ti • rl��.rs�.r���rr��r:ar� 1 STORM SEWER PROFILE A2-A2A C 4 HORZ: 1 "=30' VERT: 1"=10' cx•E'19i - I r9sh0m 2 STORM SEWER PROFILE A1-A3 C4 HORZ: 1"=30' VERT: 1 "=10' \\ ' 10 \ y0, ; �1 s9� �s6o— RE-ROUTE CHANNEL USIN II II 11 II I I\ \\ \ \ `' m NATURAL DESIGN CONCEPTS I I \ \ \ ^I \ / / SEE WPO PLAN FOR DETAILS I I I I \ \ \\ \\ \ ' \ �k v m IVI \ V — -6\6 �A ' `Oo \ \ / \ \ / Ran / / / I 1 - ss.o8• . • .1 _ �fi / / I A 65 _ 1.07 07 \ \ \ SSMH \� I I e] (o '. 0 8.00' 0'`655.21 118. \ \ I 1 aw \ Pn 9 K o 0 C) C PAR IN N 25 I I\ \ 11 r S NAG � / .� / ,A2 NEW Er l I PRIVAT x `so, s 3d 6I SEWER '^ / I N LATERAL 8 10.020.00' 6\0 II 0'A2 IJ I {(� �j \\\ SSMH656.09 7 \\ I ®}6 9.4�- \ \ \ \5 OUT: 67.Oq SSMH 679.38 3 STORM SEWER PROFILE B1-B2 C4 HORZ: 1"=30' VERT: 1 "=10' SHIMP ENGINEERING LANDPLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SOMH \ 66Th58� \ \ s \ \ / 1 rom L H l \ \ ./ Nu D.B. 398 /OIN N gpSSM'�9gS�ME a 65674 �\� .�\ \�I\� -\�\�//\\\;\\ J\QJ U,Sl+� IN SIIQSSMH \ °4o 656.7\ a\- o. 5 83 _ 30' PRIVATE SEWER \ /—/o„��� \ S HI F, EASEMENT I� �O D.B. 3985 P. 642 / — 3p' RWS r �l if �67.6 a — — — DSq . EWER EgSE \ I{: NAL 1 c a W 4 ® C)/ i� 656H2 / �\\\ B. 839 P 173 M EN r 6SSMH 58.35' jl\�\ Q�. 59 `\\� /8NN17-gRY \\�\ I 1 I'�CCESS/B Eq N OLE /NEE 1 0 \ 5 �1 83 O� / !� FCOODPLAIN MAJOR SITE PLAN AMENDMENT � eeoe :J SSMH I ANIMAL \ 5 \ ss1.z3 4 / ��, WELLNESS II I 4 I FFE a ���/ � � � / s NE I I I PRIVAT CENTER 660.44 I I �� / � � 7 IC� SEWER ALBEMARLE COUNTY, VIRGINIA 60 0 / / � � — � � 56 01�^ � LATERAL - SUBMISSION: I I / _ — � / E �V E 1 6 69 I A2 / I 1 \ 2021.03.22 a/ 59 60 2 7_ \\ 58 REVISION: I \ / � \ 24.14' 94 ---- � I � ° CO I ' / / / J \\\ J Q \ A\ \ / B, \� \ 00 6 51 E R / I I / / I \ 75 FILE NO. N I � 20.005 R A L co 6\0 01 L GRADING & UTILITY PLAN 58 2. g� ' A2 I f 65` \55 & STORMWATER PROFILES 6 9.43 \ 10 0 10 20 30 10 0 10 20 30 / Scale: 1"=10' Scale: 1"=10' C4_ / 11 612 �\`1\1 �S _12W L25 II II 1 \\ \ I I I I I I � 1 \ \I I I I 12rCHR25• Cep 1 I I II \ \ \ EWI TR IN� \ 16W4 30 I—x x I \ 4WO \ \ \ \ 1\ \ 14dAL30 \ \\ W � \ J 25 � / J I� \ N O Z ITI D fT1 TREE PROTECTION FENCING O T • / / / I I 4 36.06' \ 6p� ( \ l JAI \ l L— DI ltss' V o ° + Z\ 12.Ol' O \ FFE 4 660.44 .d 12.01" 1dy _ NE co co \� © 6 9.43 L0 M \ 20 0 20 40 60 Scale: 1 "=20' 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 PREVENT SETTLING 9 1 10WAL25 18WAL35 PROPOSED LANDSCAPE SCHEDULE Plant Min. Total Can Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF OLarge Deciduous Tree Ginkgo biloba Wagyar" "Magyar" Ginkgo 2.5" Cal. 7 21 84 588 Ornamental Tree Magnolia x soulangiono Saucer Magnolia 6-8' Ht. 2 17 145 290 Evergreen Screening Viburnum utile "Conoy" "Conoy" Viburnum 24" Ht. 21 4 18 378 Shrub TOTAL SF: 1,256 �l \ 14AV3 °No \ / \TREE RRQTECTI ON 4W FENC11dG % I /\ 2 w6oNL� s c30 / 2DW6 \\ co 30u+>1 // // 4/ �a (F (C1. / Hu °HU i CHU \ 14WA•5 Hal=� OHU HU \v U / \ HU \ Co _ 7 OHL) /OH /\ 1 H 0 OHU HU 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 BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. SET TRUNK PLUMB, SEE PLANS FOR EXACT 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 WIRE 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. C I_ 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 ON TOP OF ROOT FINISHED GRADE EXISTING GRADE 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. 20.6.4(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(B)) 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 ORNAMENTAL TREES PARKING AREA: ONE LARGE SHADE TREE FOR EVERY 10 PARKING SPACES, 40' O.C. 47 PARKING SPACES PROPOSED PROVIDED: 10 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 area is mowed each year. Do not maw 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. iTF �,� ! ' County of Albemarle r z.:'vq Jy r;r e�?�aly<r� St , 14t t 1l,onservahon Plan Checkhsl To be placed on 1 andseape Plans d (Handbook, pp III-28J 111 297 for complete specificamms) S n d" I. Thel.2112 ide items shall be sh - thek r s a ki k 0 Trees-te 1. w g r .s.. cc�.;,},§h E'" � gz+ {°f 0 Limns of I iny( ut'iJ dripli ft 't b 'as d) "� '� ' „'. ❑ Lueation and gyps ofp tc livcl n ine a <'; 1 t s P ❑ Grade changes rnlwn tg t Its or ells, § x 94§ •1sry �),a}el' ❑ I'rapuscd trench ng nr mnncling beyond the limits of learn 2, Narkmes to ffi w .. 0 All tr't I e caved shall be marked with p nt or ribbon at a I ight cic ly s sable to equipment opcmto i 0 No _grading shall begin until the tree marking has been inspected and approved by a County Imp Us r 4gd 1. Pre -Construction Conference: 0 Tree presen mion and protection measures shall be reviewed with the contractor on site a v f ` `0, p,. 4. Equipment Operation and Storaee: I a,` 0 Heavy equipment. vehicular traffic and. tongs of constmclmrl materials mduding soil shalLnot be perm 0ed within the drtphne ofkrefs mtit v be Bused pp,. +'p s k3 +y 3 S. Soil Erosion and Sl,,rmwater Detention De ices: tp r M` e v YsIs 4 r 4ad o r n Such devisee shall ,at adversely affect tees to be saved p.,Fr «• ,� y, A tr fi Fares: "' a 'tb S.a �'^'%pY ;�W 2de�°t - site ❑ Pires are not permitted within 100 feet of the dnpline of nee s to be sal ed %°-r$ rat ` ' 7 Toxic Materials: 't 0 Toxic materials shall not be stored within 100 feet of the dnipline ortoces to be : aved.' _b ti g. Protective Fennne 0 Trees to he retained w thin 40 feet of a proposed building or grading activity shall be protected by fencing - 0 Fencing shall be in place and shall be inspected and approved by a County Inspector poor to grading or con stmcrgn ! 9. Tree Wells: ❑ When the ground level most be raised within the dnpline of free to M1c sated, n tree well shall be provided and a consttuetion detad snbmiued forapproval. - 10. Tree Walls: -a! ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a consimcnan read a'! submitted for appm%al. 9 �n 11. Trenchine and Tunneline: ❑ When ranching is required within the limits ofclearing, it shall be done as far away from the tanks of trees as possible. Tunneling - _ under a large nee shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots_ ` 12. Cleanup: C 0 Protective fencing shall be the last items removed during the final cleanup wroy '. { h i 4 ! 13. Dunn eed Trees: L 0 Damaged pees shall be treated itnnediatdyby pmmng, femlimlion or other methods recommended byatre spvetalis); a t„rr �• i NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSER's AT10h - REQUIREMENTS. i -OWNER SIGN URE (DATE) x. ems' m d{fp'`f. t a r, pis air �: 'i ",4 se ?r`h` A.'tacc#x °� SFII4Q Paget of•1.- .. _ r.. .S SHIMP ENGINEERING LANDPLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v RJT'tNM. SHIMP L c. Noo..0583 O 1 G�'J NAf E�JJ 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 WELLNESS LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR CENTER 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: ORIGINAL GRADE EXISTING SOIL 91111110161 LANDSCAPE PLAN 20.005 3X ROOTBALL DIAMETER DIM. 3X WIDEST DIMENSION OF ROOT BALL SHRUB PLANTING — SECTION 2 TREE PLANTING DETAIL 3 TREE ON SLOPE @ 25% 4: 1 to 50% (2: 1) C5 Not To Scale C5 Not To Scale C5 Not To Scale CG + .0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +.0 +.0 +.0 + .0 4 0.0 +.1 +.1 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0. 1 +0. 1 + .1 + .1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +.0 +.0 +.0 +.0 0.0 +.0 +.0 +0.1 +0.2 +.0 0.3 +.1 +.1 0.3 0.3 0.1 +.0 0.0 +0.0+0.0+0.0+0.0+0.0+.0 +. .5 00 00 00 00 00 01 02 10 18 22 28 30 32 36 36 31 22 12 6 03 01 00 00 00 00 0 + + + + + + + + +0.0 +0.0 +.0 +.0 +0.1 +0.2 .6 +1.1 +1.6 +2.6 00 00 00 00 01 03 07 10 1.5 .7 .5 Li A-4 Cr A- @ 20' +3.9 +4.8 +4.8 +4.1 +4. + .7 .6 3.8 3.1 3.7 3.7 3.5 3. 3.0 + + .5 +. +. +. +. +. +. 2.5 +1.6 +1.1 + 6 +0.2+.1 +.0 +.0 +.0 +0.0.5 1.0 0.7 0.3 0.1 0.0 0.0 0.0 0.0 + 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+1.6 +1.3 + .0 +7.7 +5.8 5 0.5 +.1 +.0 +.0 +.0 +.0 .5 +0.0 +0.0 +.0 +.1 01 +. +2.8 +2.2 +1.6 + .2 17.4 +8.2 + .6 +0.1 +.1 +.0 +.0 +.0 B-3 @ 12' .5 +0.0 +0.0 +0.1 +.1 .3 +. +3.9 +2.9 +2.0 + . +1 .8 +8.7 +0. +0.2 +. +.0 +.0 _5 A-3 20' B-1 @ 12' B-2 @ 12' +0.0 +.0 +.1 +.1 .3 +2. +4.2 +3.1 +2.3 + .4 + 1119�.b+14.6 +9. + . +14.5 +1 +14.1 +1 .2 +9.2 +1.5 +0.3 .1 +.0 +.0 +.0 .5 +0.0 +0.0 +0.0 +0.1 .2 +. +3.6 +2.9 +2.4 + 6 +3.6 +5.0 6.4 + .1 +7.3 +7.0 +6.9 +7.1 +6.8 +6.3 + .1 +.3 +1.7 0.4 0.1 +0.0 +.0 +.0 0.5 +0.0 +0.0 +.0 +.1 + .1 +1. +2.5 +.3 +.0 + 7 + .6 +1.7 +1.8 +1. +1.6 + .6 1.6 +1.4 +1.2 _2.5 +2.7 +0.6 +0.3 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +1. +1.7 +1.8 +1.9 +1.8 +1.8 +1.9 +1. +1.9 + .8 1.7 +1.4 +1.2 1.3 +1.4 +0. +0.3 +0.1 +.0 +.0 +.0 5 +0.0 +0.0 +.0 +. +0.1 0. +1.2 +1.5 +1.7 +1.9 +2.0 +2.3 +2.5 +2.6 +2.5 +2.5 +2.5 +2.3 +1.9 +1.5 1.2 +1.0 +0. +0. +0.1 +.0 +.0 +.0 .5 +0.0 +0.0 +.0 +. +.0 +0. +0.8 +1.2 + .5 +1.9 +2.3 +3.0 +3.4 +3.5 +3.3 +3.3 +3.4 +3.3 +2.8 +2.0 1.4 +1.0 +0.7 .3 +0.1 +.0 +.0 +.0 .5 +0.0 +0.0 +.0 + +0.0 +0.1 0.4 +0.9 + 1 . +1.8 +2.6 +3.8 +4.5 +4. +4. + .0 .5 4.4 +3.7 +2.5 +1.6 +1.1 +0.7 +0.3 +0.1 +.0 +.0 +.0 5 +0.0 +0.0 +.0 + .0 +.0 +.0 +0.1 + .4 +0. +1.5 +2 +3.8 +4.8 +4. +3. + .9 .4 4.8 +3.8 +2.5 +1.4 +.8 +.4 +0.1 +.0 +.0 +.0 +.0 5 A-2 @ 20' A-1 @ 20' +0.0 +0.0 +.0 + .0 +.0 +.0 +.0 +0.1 + .1 +. + .In 0.4 0.2 QV2 0.4 + . +.0 +.1 +.0 +.0 +.0 +.0 +.0 +.0 +0.0 +0.0 +.0 .0 +.0 +.0 +.0 +.0 0.0 +.1 0.1 +0.1 +.2 +.1 +.1 +0.1 +.0 +0.1 +0.1 +.0 +.0 + +.0 +.0 +.0 +.0 +.0 +0.0 +0.0 +.0 0.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +0.1 +.1 +.1 +.1 +.1 +0.1 +0.1 +0.1 +.0 +.0 +.0 .0 +.0 +.0 +.0 +.0 +.0 +0.0 +0.0 +.0 0.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +0.0 +0.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +0.0 +0.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +0.0 +0.0 +.0 +.0 +.0 +.0 +.0 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+0.0 + . 0.0 +0.0 +0.0 +.0 +0. 0.0 + . 0.0 +0.0 + . 0.0 +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + +0.0 +0.0 +0.0 + +0.0 0.0 + .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +.0 +0.0 +0.0 +.0 +.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + . 0.0 +0.0 +.0 + +0.0 +.0 +.0 +0.0 +0.0 +0.0 +.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 20 0 20 40 60 Scale: 1 "=20' Symbol Label Quantity Manufacturer Catalog Number Description Lamp Filename Number of Lamps Lumens Per Lamp Light Loss Factor Wattage A 5 Signify Gardco ECF-S-32L-365-VWV-2-2 EcoForm Area LED ECF - Small, 32 LED's, (2) LEDGINE SLID LIGHT ecf-s-321-365-ww- 1 Absolute 1.00 40.00 o 3000K CCT, TYPE 2 OPTIC, No Shield ARRAY(S) DRIVEN AT 365mA g2-2.ies o B 6 Philips Gardco 161-46L-600-NW-G2-2 161 LED Sconce, 46 LEDs, T2 OPTICS, (1) HLO LIGHT ARRAY OF 46 LEDs (XPG2) DRIVEN AT 161-461-600-nw-g 1 Absolute 1.00 91.0 4000K 600mA 2-2.ies Lighting Notes: 1. Pole mount fixtures shall be mounted at a total height of 20' from the finished grade, which includes the pole base. 2. Wall sconce fixtures shall be mounted at 12' height. Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 27.800 lumens or more in a compact, low profile LED luminaire. EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Includes Service Tag, our innovative way to provide assistance throughout the life of the product. Ordering guide Project: Location: Cat.No: Type: Lamps: Oty: Notes example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY 14,irbir, Drive LED Color - ECF-5 1CF-S 32L 365 WW-G2 AR T1pe2 120 120V DO 0-10VExtemal IMRI3 PCB Fusing Square Pole Textured EcoForm 32 LEDs 365mA Warm White Arm Mourn 206 208V dimming (by others)' Integralwith Photocomrol Adapter BR Black 2Type2 ill Single site and (2modules1530 3000K,70CRI (standard)' 2-90 Rotated 240 240V DCC Dual CircuitContri #311 Buttonra (120277,347VAQr indudedin WIN White area. 530ri Generation left 90' 277 277V FAWSField Adjustable IMR17 7LRD5 F2 Double standard BZ Bronze small 700 NW-G2 The 2-270 Rotated 347 347Y Wattage Selector45 Integral with Twist Lock(208,240,4801product DGY Dark Gray 700mA 2Sht 480 SW Imerfacemodule #]lens° Receptacle TB NGYMedium Gray 4000r 70Ce mwrrHn9 lA 4000K 70CRI moumst 270' 1202 UNY 120-27ry SPina PoMMaunt Fusing Temdnal 1O50MA Generation2 kDsmusf LLC Integral shall 7LRD7 FPI Single Block° Customer 1.2A be ordered Typs3 347-UDV HVU(5016ODV modullwireless Twist Lock (120,277,347VAQ' RPA 3Type3 RAE Specify RAL Spedfy 1200mA niso(See rely (50/60H>J BI-Ii'"A" BL BI-level Receptacle FP8,240,e Round Pole (See 3-90 Rotated fundkmaliy'"" 7%n10 (208, 240, 480VAq Adapter optional IBL 5000K,70 900 SOOOK 70CRI pctessorMs) left 90' (fitsto3' colorcil 48 LEDs 9001A Generation DynaDimmecAutomatic TLRPC FP3 Canadian (ek: RAL7024) (3 modules) IA SF 3-270 RotatedProfile Dimming Twist Lock Double Pull(208. 3.9'O.D. CC CUSWM color 1050MA Shp Fitter right Receptacle w/ 240,480111 poll (Muslsupply C550 Safety 50% 1.0 Mount 270' Dafety5,]hours'° Photocellu" Surys peresclim HIS colorddp Ifi I200mA Thing CA150Median 50%Dimming, (1011A5tandarcB Internal forrequired O.D.e2A O.D. tenon) growl Housing fadoryquote) 41Typi SP2 Increased Will 64L 900 WS 4-90 Rotated CS30 Safety 30% Side ShleM" 64 LEDs gi Wall mount IeN90' Dimming,71houls'x (4 modules)IA with surface 4-270 Rotated CM3OMedian 30%Dimming, IO5OmA conduit right 8houl rear entry 270' permitted Types RAM 5Type 5 Retrofit win mounrk0' r4W Type 5W AFR Auto Front Row AFR-90 Auto Front Row, Rotated left 90' AFR-270 Auto Front Row, Rotated right 270' Gardco LED wall sconce 161 offers distinction through its styling, powerful optical design, array of distributions, and impressive selection of control possibilities. Designed to compliment the 121, this luminaire is the large and extended version of the 121, providing performance capability up to that of a 40OW metal halide luminaire, while using considerably less energy. Ordering guide Project: Location: Cathic: Type: Lamps: Oty: Notes 161 WS 161 46L' 600 NW-G2 2 120 DD Fusing W9 Textured LEDwallsamce 46 LEDs 600mA NeubalWhres Its Type 120V 0-IOV Dimming Drivel Surface mount FI BK Black (I module) 40001 conduit feed goo 900mA Genratlon2 3 Type3 208V � xCCircud Control' Nye 020.277, junction box yyH WMte Chill 4 240 347VAQ1Coo[W BZ Bronze Ite70 Its Type4 240V DynaDimmer: 500OK CRI 5000K, Profile F2 DGY Dark Gray n Genii 277 Dimmintic Dimming Double 24q MGY Medium Gray 92L 92LEDs 6OO 600mA 1WAlan 27ry (CaD 408, dBWAQ° (2 modules) WWhhite 347 Safety 50%Dimming, Customer specMed BUO CRI 3000KGemati 3gry 7 hours ou F3 RAL Specioptional BOOmA n Genrmion2 Canadian 480 CM50 Double Pull color or HALRAL V Median 50%Dimming, 240. (2011 :OC-LGPor UN UNV 8hours'+' I80VAQ' OC OC-RAV024) 120-277VAC CC Custom Color M1111 photoelacMc $ystwnf (Must supplycolor pos 347-480V AC chip for required Photocontrol Button?R° factory quote) L Not available with Dimming Driver (DD)option. 4. Not available with 48OV. 2. Not available with Dual Circuit Control (DCC)option. S. Must specify specific Input voltage. 3. Available In 120-277V or UNV only. Accessories (order separately) F91R-100 MR hand held programmer (For use with'IMRI3'motion response when field programming Is required). If desired, only one is needed perlob. STATISTICS: Average = 0.1 fc Maximum = 19.6 fc Minimum = 0.0 fc SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ap IV v IN SB" L c. No. 05 83 l7il �4 ArAT MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: 1. BILE-1141a 7 equipped with out -boarded sensor housing when 8. Nct•valleblelns47or480V 14. HIS not available with Type 5 and SW optice. voltage is MVU(547-480V) 9. Must specify Input voltage. 15. Not evallablowtth DD, li and FAWS dimming control options. 2. Mounts to a 4" round pole Men adapter Included for square poles. 10. Dimming will not be connected to NEMA receptacle if ordering 16. Not rvenable with DD, Di FAWS and LLC dimming control S. Limited to a maximum of 46 dogmas aiming above hcrizcntal. with other control option.. options FILE NO. 4. Not avallable with other dimming control options. 11. Not evell•ble In 48OV. Order photocell separately with TLRD6y7. 17. Must specify a motion sensor lens. 5. Notevallabsor. lewithmotionsen S. Not. llable withichot000ntrol. 12. Not available with Di 13. Not wainable with SF and WS. RPAs provided with black finish 20.005 7. Available only in 120 or 2M.. standard. ECF-S-EcoForm-area small 06/20 page 1 of 8 titr( "fa rREMIUM 9-161-cut 05/20 pagelof3 LISTED LIGHTING PLAN C6� 5. I SNIPE TO ELEVATION MID-POINTOF MAE.O` SOME TO 5 � b •. R CONTOUR OF PIPE I I I •. I I i• I I I '-9 SLOPE To DRAIN TO INVERT OF OIRLET PIPE ` \„lam SECTION A -A TRANSITION BETWEEN PIPE DI TEEM WHEN METHOD OF TREATMENT IN DROP INLETS OF DFFERENT SIZESUNTERED. PIPES ME ENCO e I / / NOTES SHAPING K AND (HET WITH THIS OR S OR W TO IMPLY TO TOWE STRUCTURES SPECFIED D IS TO HEM SIN TUBES SPECIFIED ON PV1b OR WHERE INVERT DE PPE IS MOVE INVERT OF SLOPE TO GRAIN 1 TO NVERi OF STRUCTURE. K �j OUTLET PIPE INNHOE OR DROP INLET IS B BE FORMED AND CONSTRUCTED ACCORDANCE WITH STANDARD OR SPECIAL DRUBBING.FA/ / T S DETAILED I INTO CONSIST OF A THE INVERT CEMENT AS DETAILED CONFORMING TO C1A55 AT OR EMENT MIX CO / e CLASS THAT 2W AGGREGATE UP TO Cl.C1 EXCEPT TORT 25X OF COMME ADGR,BRO EN K DE TO SEA IN DIAMETEROR AND CONSIST CONCRETE STOLE BRMEN BROKEN OR BROKEN BLOCK. THE SURFACE-NWIj LEFT SM ANSOFH SHILL BE LEFT SMOOTH BY MEANS E HAND POSED. LAIC. NIXd: 6 TIE COMM AGGREGATE SHALL FfEYNN EXPOSED. .ne ' DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXMPLE - PURPOSES ONLY. EACH "HOLE OR DROP (MET IS TO E SHAPED e . • e INDIVIDUALLY TO EST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES XVDOT STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET I OF 1 REVOON DATE VIRGINIA MEN 302 OB DB VDOT: STD, METHOD OF SHAPING 1 MANHOLE & INLET INVERTS C7 NOT TO SCALE 1% viI r COVER A ' Q ❑ `, CONDIT ONS A ;❑❑❑❑ ❑❑❑4 M A 1 1 ❑❑ ❑❑ LETTERING 1 E O.O.T. ❑ ❑ OPTIONAL L O ❑ ❑ ❑ ❑ ❑ ❑ A APPROX. WIEIGHT COVER SO UES. t PLAN TOP ONE. SECTION A -A } 1%. MMA4HE0 24 "Du IT COVER B 22W. ou I �I TRAFFIC /� Q ❑ :- CONDITIONS .J1❑❑, 01:1 A II A 20- GA y4"R 1 EON❑���F❑1Q%N FL-LL.�_ l-1 J l2tttIRNG a a1EC _Ld 1 /�L�'T( 1 f OPTIONAL [lopCl ❑1 21" dA " J3" OUL lIZ-J--II Y / ❑ 0 lJ ❑ '-[�' RIT MRP WEIGHT ' E]:� � D - COVER COVER WS CBS. ± FRAME TOP EITHER COVER A OR B MAY E USED VATH FRAME. APPROX WEIGHT 22" DW fix. COVER bo 1B5.IAA N 4ADNIIED � "� e SECTION A -A SHEET A of 5 fl2� STANDARD MANHOLE FRAME AND COVER REV.)/02 VIRGINIA DEPARTMENT OF TRANSPORTATION 08.04 VDOT: STD MH FRAME & COVER NUI IU Y;ALL SEE STAOMAD SL-I FOR APPLCAPoLrtY OF SAFETY SLABS. B STANDARD MI NOTE 1 FRAM Y COVER THE i0P DE NASOHRY 15 TO BE LEFT L SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FAME TO CRIME By THE USE 6 MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. YA - DIAMETER-4'-V'N (3 R WALL THICKNESS) h SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45' HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES 1. OANTITES SHOWN ME FOR MMHOLS WITHOUT PIPES, THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF OUMETIES DEPTH ERICA MANHOLE CONCRETE MAWOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CO YARDS CU. YARDS ♦ 0.5 0.7B5 1.43] 5 OJ 0J85 L699 6 0.9 0.785 1.961 T LO OJ89 2.223 e 1.2 0.185 2A05 9 1.4 0.795 2,747 D 1.6 0.785 ].009 11 L9 0.970 3.455 12 2.2 0,910 3.811 13 2.5 0,970 1 4.119 14 2.5 0.910 1 4.541 LS 1 3.1 JO A 1103 0.9,G 5.265 q 4D 1.113 6032 INCREMENT 1 0.45 0.582 OBTAIN TALE QUANTITIES. 2, A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. J. INCREMENTS TO BE ADDED FDA EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR IMPROVED CONCRETE MANHOLE SOCK. 5. IF BLOCKS ME USED THE NNM M THICKNESS OF SAME IS TO BE 5- OTHER THICKNESSES ME TO CONFORM TO WALL "ICI NEW SHOWN FOR CONCRETE, 6. ALL CONCRETE TO BE CLASS A]. T. WHEN SPECFED ON PLANS THE INVERT 15 TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENT& TO THEE SHARING IS TO BE INCLUDED IN THE BID PACE FOR TIE STRUCTURE. SPECIFICATION HFFENENCE MANHOLE FOR 12" - 48" PIPE CULVERTS HOAD AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVSICN DATE 1 SHEET I CF 3 04120 106.01 J�)VDOT: MH-1 DETAIL C7 NOT TO SCALE DI-3A 3B, 3C EXPANSION KEYED EXPANSION JOINT 3'-10" FDA FRAMEENALS OF COVER INLET BACK OF SIDEWALK JOINT CpNTT' BANS 0 AFPROR H GUTTESEE STANDARD IC-2. l i BAR G G TIER BANS G a^ •' Y• c ro BM C : SUBBASE BARS B - 2 _ _ HARDWARE 1� GATES F I z z ry ARs I clorH L I � WEEP HOLE. I STEPS'SE NOTE 5 2.-p.. P MN. PLAN SECTION A -A NM 'MIN. 0' MA �A L-VARIABLE - MAK 20' r KEYED COAST. JOINT WARPED I 2--01- {a.. ra 8.. 1.p.. p�� GUTTER r I B TARS A -APPROACHT tr_ BMS - e'- 0---I BARS F BANS E Ly8 > °i3" DIAMETER n - BARS E BARS e WEEP HOLE FRONT ELEVATIONBM$•' r-e^ a" - - - - - - (GUTTER REMOVED) 3'-0" /• Sx%" BEAT PLATE • SECTION B-B = a A "X I •.%I " TYPE A NOSE DETAIL SHALL BE USED WITH CG 3 ¢ GG-1 STMDMDS. - L2 2 /s /s /4 p} GALVANIZED iM N T H WITH TA4 M E B NOSE DE AL SHALL BE USED CC-2 6 CG-8 S D DS TYPE A TYPE B TO x 4" SRO SHEAR CONNECTOR WELDED GALVANIZER PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68. 30' TO ANGLE RON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WDTX/t' % a" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C. 2, PI. PAVEMENT DI-3AL pl-16 L q-;C L - WARPED PAVEMENT I f� 3 I x x FLOW FLOW "F,LDw 1 1 1 �1 0I DETAIL WHEN USED FOR USE ON GRADES ADJACENT "0 CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL ROAD AND BRIDGESTANDARDS SPECIFICATION STANDARD CURB DROP INLET PEFEREN E SHEET . OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (IT) • S' z3a 104 OB 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 ��f1111�11WWW�IMg4W.�������� VDOT: STD CURB DROP INLET (DI-3B&3C) NOT TO SCALE VDOT: STD CURB DROP INLET (DI-3B&3C) NOT TO SCALE i•.i. d E NOTEe 4 4• r AApR -I - •a / e:- SUFNL Ie a_- +:A BANE OF2 NOTES. E T16 REM MAY E PRECST OR GATT N RIME. 2. CONCRETE TO BE CLASS m F CAST M RACE. 4DED PG F PRECAST. ].CURB HAVING A RADIUS OF 300 FEET. OR LESS MONO FACE OF CUIIBI WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED M MUCH, AS 3" HI DEPT. OR MCFEASED AS MUCH AS 3" (21' DEPTHD N CINDER THAT THE BOTTOM OF CURB W E COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWSE THE DEPTH IS TO BE ,C AS SHOWN. NO ADJUSTMENT N ME PRICE BD 5 TO BE MADE FOR A DECREASE OR AN NLWCASE N DEPTH R S.CG-2 5 TO E USED ON ROADWAYS MEETING 1NE EGWIEI[NTS FDA CS-6 AB SHO M N APPEND¢ A OF THE VDOT MAD DESIGN MANUAL. BASE SUBBASE 9EOEAllW1 QE4m STANDARD 6" CURB RAI M12 VA DEPARTMENT OF TRANSPORTATION REV. 9/N RGNAR "Lai _5VDOT: CG-2 C] NOT TO SCALE co-6 NOTES: I. THIS ITEM MAY E PRECAST OR CAST IN PLACE. 2. CONCRETE TO E CLANS A3 IF CAST N RACE, 4000 F51 IF PRECAST. 3. COMBINATION CURB Y GLITTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURED SHALL E PAD FOR AS RADIAL COMBINATION CURB 6 GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF TIE CURB AND GUTTER E� S�ASETRUCTEDPARALLEL TO THE SLOP GO AND TO TIE DEPTH OF TIE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-e IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A L A'-J �2" R OF THE NOOT ROAD DESIGN MMOAL. 6" III T-T. 1• D D IN D D _---------- TIE BOTTOM OF THE ORB AM QUITTER MY BE CONSTRUCTED PI I P1 TO THE SLOPE OF 6" 2' 0" SUBBME COURSES PROVIDED A YNMLIM DEPTH OF T' IS MAINTAINED. THIS AREA MAY E CONCRETE AT THE OPTION OF THE CONTRACTOR z COMBINATION 6" CURB & GUTTER REV. 9/06 VIRGNA DEPARTMENT OF TRANSPORTATION 201.0] VDOT: CG-6 NUI IU JUALE END -SECTION /2" - 60" PIPE ALTERNATE END -SECTION 12" - 60" PIPE Es-' HUB END ON OUTLET ENO-ECTDNS SPDOT ENO ON MET ENO-SEci)ON 11� SPIGOTroEM W INLETEND NO SECTIONS _ / / _ I TTYY _CWOO EPSI TEMTO HE- _F________ _ PLAN PLAN _ C AMEtt 1-901 C y�8 ]4FASRLOOPE. FIBIUC - STEEL FABNC REINFORCEUENi - a END VIEW SECTION X-X END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A a C D E IT' 4" 2'-0' 2',0' 4•-G, 2._0" 15" 8" 2'-3" T-9" 4'-0" 2' 21T --ir 2--1" •-0" 3`6" 24" 3'-T' 2'4- 6'-r 4'-0" 27' 4'-O r-1" W-r SELL 2._ T.. y.s" JB 13'• 53", 2'10" 87W. 8HX •-o^ 2..2" B.-Ikk 7'-0.. 54i. 11.1. y_T. 2'-21 W.,.tF' 5'-0" 3'-3" B'-1" 8'-0" END SECTION DIMENSIONS PPE DIAMETER A B C D E 15" 6• 2'-3" 1 Y-D" w-r 2'-P' 18" Y T-3" 3'-D" 6'-r Y_O.. 21'• 9" 2'--r T'2" • 3'-' ] 7' ] 0 2]" 4' -0' 30" T_p.. 4'_e. T.T .. 33" 1T 45'-3 " J. I.- se. 2'-D- g..0. 2'_2.. ._21. 5P 2'-3- 5'-5" 2'-IF' 8•-4" T-e^ W., 2._6 y._0, 3_3. ' - - - PAY LIKE ca NOTES: PPE LENGTHS SHOWN ON PLANS ME END-gTHE DESIGN EIFTHE THE CONTRACTOR ELECTS ON TIE MEET. TRAC OR EL ON U T ON TO l: THE ALTERNATE $HEWN ON CULVERT - W1 BE RE THE HOIT LFHOTIN CULL BE REDUCED BY THE OFFEAENE N DIMENSION '1Y'. SLOPE DETAIL �RQ� FLARED END SECTION \VDr BOAD ABROE ]02 12" - 60" CONCRETE PIPE CULVERTS A D REVISION FATE 1$NEE'T 1 of 1 D2.01 VIRGINIADEPARTMENT OF TRSPORTATON VDOT: STD CURB DROP INLET (DI-3B&3C) NOT TO SCALE CC 1Z NOTE COMPONENTS OF CURB RAMPS CONYST OF THE FOLLOWING: XYDIEXUC CEMENT SIDEWALK (DEPTH IN INCHES, MCA M SQUARE YARDS) GENERAL NOTES CURB WHEN ACCUSED ICG-2 OR CC-3 INLPEAR FEETI DETECTABLE WARNING SURFACE (MEA N SQUARE YARDS) L 1HE DEIECIAlBLE WARNING SHALL BE PROVIDED BY TRUNCATED COMES. EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SMOLLO BE SUAMAWZEO FOR EACH CURB CUT RAW. 2. ALL OTECTABLE WANNNG SURFACE PRWDID SMALL MEET THE REpUXiEMfNTS t48rll7XZMP WALK OF SECTION SEA CTABLE WARNING THE SPECPICAUCONS FORUTSECGH12 ETTECCTABLSE FROM THE RNI MATFINRFACE. �Mo'APPROVED PRODUCT LIST NUMBER 723. SLOPINGROES OF CURB RNP MAY BE POURED MONDUTHCALLY WITH AMPFLOM OR BY UMAG PERMISSIBLE CONSTRUCTION JOINTAN T WITH REWIRED BS.0 PEOURED BARS IRE TO BE NO.5 x B" PLACED 1'CENTER TO CENTER ALONG gWIN SIDES X THE RAMP FLOOR. MD DEPTH OF AMR FLOOR. MADAMCONCRETE COVER 4/i10uM 5. RAMPS ROADWAME INCLUDED IN Y CUM / CURB PPAAY)MENTTFORS CUR / ANSITICURBµ Pp.TTERNT TO CURB TYPE A 6. CURB RAMPS IRE REQUIRED FOR SIOEWALKS AND SHARED USE PATHS THE WIDTH OF PERPENDICULAR THE CURB RAMP SHALL MATCH SDEWALK WIDTH. WHEN CURB RAPS ME USED N COWUNCTJON WITH A SHARED USE PATH, THE MW NMWIDTH S ALL BE THE WIDTH 1 OF THE SHARED USE PATH_ g'MN ] GURT3CRAMP LANDNGGFLWR.WTI SHALL EXTEND THE FULL DTX OF E e. CURB RMPS WILL BE INSTALLED AND LOCATED WITHINPEDESTNAN CROSSWALKS 13 MAN l AS SHOWN ON PLANS OR AS DRECTED 8Y THE ENCNEER CURB RAMPS SHOULD IN07 BE NLETS.ETCCATED BEANO VEHICLE Slop LIMES. LIGHT POLES. FIRE NYpRMiS. DROP TYPE B 9. RAMPS MAY BE PLADEO W RANIµ ON IANGENUAL SECTIONS PROVIDED THAT PARALLEL THPTCTNRBE SLOPE At THE OPEARNC IS ACEONECTION D WITHIN IOF THE HE TCLQB OPENING.S Of THE O IS CROSSWALK NA PERPENGCULAR 10 THE CURB. 10 MTECIMLE WANING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH (1G�PYt 'Kr "N/NW` �fi THE BACK OF CURB. L MAK 12-' "�% II. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRA'-ES !. t° OR STREET CONVECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE yWIA •'E •Y' XT/� A FACTORY RADIUS OR BE FELD-MODSIEO M RECOMMENDED BY ME Y l MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204,06 AND 204.0T FOR METHODS OF NSTALLNG DETECTABLE WARNINGSONA RADIUS 7- EDGE 5F ER THAN AT XX . SAME AS TOP O CURB TYPE C PARALLEL 81 PERPENDICULAR TRUNCATED DOME O O O O O L- A O D O O O O O O p O o mr o 0 0 0 0 0 0 0 0 a o 0 LNIdNO RNP y1 00000000000000o y 4 O O P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O 0 0 0 O a O O O D 0 0 0 O a o 0 0 0 o a a a o 0x 65X OF BASE gAIETER 0 0 0 0 00 0 0 0 0 0 0 0 0 0 OIE[TABLE WMNNO SEE NONE. CURB c O'9 Atij VARIABLE FULL WIDTH O RADA FLOOR ' ppY LYTS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �VDOT P COPY OF 1H ORIGINAL SEXED AND SIGNED DRAWING 15 ON FILE N THE CENTRAL OFFICE. SPECSCATgN MERGE ROAD AN BRIDGE 4ADAROS CG-12 DETECTABLE WARNING SURFACE RE`T' SNEER I OF 5 aEV150N GA" (GENERAL NOTES) I05 S02 204AL Oe, l:� VRGNIA XPARTIENT OF TRANSPORTATON 504 :E)VDOT: CG-12 GENERAL NOTES C7 NOT TO SCALE e5w8"LONG +A I PER SSIBLE AT 12"C.0CONSTRUCTION r 5'N" 5'MW JOINT ��FF 12.I A-N-►. D:I MM =I•3 0 B L'\ 12`MA% J} NP A.WITH BUFFER STRIP y E1 ,SEE 1MLEI SEE TABLE) TN CUTTER PAN SLOPE TRANSITION CUTTER PAN SLppE TO 20201 THi0110N RAMP LENGTH 5' AN TO 201 THROUGH RAMP LENGTH GUTTER PAN MM14MM SLOPE 2011 IR.I uM�` O` SEW SHADE To AY CUAN RBFACE OF ROWITHOUT BUFFER STRIP ADW BACK DE CURB 4 IM 20:1 48 , L EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT 2 MN. SECTION A -A Y OEIECiMLE WARNING SURFACE PERMSLBLE [CUB �- CCNSiRUCIION NOWT CRESSWXK-•M'-I+ -L a-_ _ N SECTION 9-3 o s CONCRETE E. NOTES! ONE DIRECTION 1. FOR GENERAL NOTES ON THE DETECIABLE WARNING SURFACE, ONE DIRECTION WITH BUFFER STRIP SEE SHEET OF 5. WITHOUT BUFFER STRIP 2, THE R=LENGTH OF A PARALLEL RAP 5 LIMPED TO S FEET, REGARDLESS OF THE SLOPE 3, DOTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING. A. OIAGONµ PLACEMENT IS NOT PERMITTED.`- TYPE 8 PARALLEL APPLICATION ROADWAY GRADE N PERCENT MNMIM RAMP LENGTH N FEE( 4" CURB b" COR 0 fi 2 s e ] 6 9 4 B 13 B D 5 6 S CROSSWALK = cwB CROSSWALK CONCRETE � W. CROSSWALK jh1I' AK TWO DIRECTIONS SMALLER RADII TWO OIRECTIONSLARGER RADII WITHOUT BUFFER STRIP WITH BUFFER STRIP VIIT A COPY CF TALE ORIGNµ SEXED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE- SPECIFICATION ROAD AND BRIDGE siADMpS CG-12 DETECTABLE WARNING SURFACE AEFEAEA E SHEET ] OE 5 wEVSKIN DATE TYPE B (PARALLEL) APPLICATION 105 505 Y04 p3 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 VDOT: CG-12 TYPE B NUI IU SUALE a Ns cuRa Lu a DETECTABLE WARNING SUaFACE CURB 2' MN. MW4 CUM EXAMPLE RADIAL INSTALLATION i5 FACTORY EDGE TO �PACTDRY EDGE K SET., T 2 PANEL 1'OE LF . 4 3'AXN. �WMNkIG PANEL iV= _I <. T ...... DETECTABLE WMNWG SURFACE DASHED L CUW EPgMPLR„CUT y / EXAMPLE BLENDED TRANSITION '--I--'•--�)'' (NOT FOR USE N NEW CONSTRUCTION FOR RETROFIT OR ALTERATIONS ONLY) NOTES 1. LOCATIONS WHERE THE DETECTABLE WMM'NC CANNOT BE K6TµLED WITH 2'. DETECTABLE A MAXIMUM 2" OFFSET FROM THE BACK OF CURB SHR1 HAVE A RADIUS 10 *MINING PANEL MATCH RADIUS OF THE CLUB, XTECTMLE WMMNG PANELS SHALL HAVE A 2'. 3'OETECTADLE i WARNING PANEL FACTORY MENDS OR IF E MOVED BY HE O MATCH MAY BE FIELD COIFED WA 4'DETECiADLE RECOMMENDED Y. iM 4 T A R T MATCH THE K R M REDO E EO B E /Hl1FAC V E 0 C E BACK O CURB WMNNL PNEL I. CUTJOINTS BETWEEN PANELS ME E TPE MG TENETS SHALL BE FACTORY EDGES. T C M NOT PERMITTED i i NT PANELS, CUT SIDES O NELS E 0 PE ED 0 AW ADJACE {,y ]. FIT A RAT OF COMES E ADJACENT PANELS THAT DIF BE MOgF4O TO "}}:::: :::'.•.4"" FIT A RIdM SHALL BE MMITAFED WHEN FEUD MODIFYING DETECTABLE _ WMMNG PAAELS. 4. DEIECPURRO AS, HERWARPA PANEL SIZESMAY SHOWN ME FDA OR ER TPLE CONSISTENT SES.OTHER PANEL F 1H MAY S USED IN ORDER RAP LOCH - CONSISTENT ALIGN1AENi OF 1HE DOMES FOR EACH CURB RAMP LOCATION. IW;IR:::.:: ::... ......... I A[ICRY EDGE TO 5. BLEWhB EO TRANSITION CISNAPS ME FOR AtEPA110N SINAIIONs DASHED LIME FACTORY EDGE WHERE STANDARD MIECTIONµ CURB RAMPS ME NOT FEASIBLE DUE TO SITE %AMP CUT CONSTRAINTS, BLEACHED TRANSITION C AMP NOT PERMITTED E LE CO 5 S S E 0 LR8 5 NE E fD PPTTFRn Sr 3'DETECEABLE FOR NEW DETECTABLE WMH'NC PANEL 8- PARTIAL LPANELS OLE WEANING DOMES THAT ME THE RESULT S CULiML PANELS SHWLO BE GROUND FLUSH WITH THE PANEL SIIFFACE- Z CARS BETWEEN ADJACENT MUCtABLE WANING PANELS ME ACT PERMTTED. 8 SEE PLANS FOR CROSSWALK MMKINGS. TURNING AREAS. ROUTE WDTHS, GRADE CHANGES, PIA RAP CONFIGURATIONS. `VE)C JT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 5 ON FILE N THE CENTRAL OFFICE, SAFE IRCCHiCIFnI ROAD AAD BRIDGE STAJOMOS CC-12 DETECTABLE WARNING SURFACE SHE2SI ; 2 of 2 REVISION DATE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS W2 4.01 ''NEW D4/IB VRGNIA DEPARTMENT OF TRANSPORTATION 504 Ifl VDOT: CG-12 METHOD OF INSTALLATION NUI IU Y;ALL In From wk 2C B ACCESSIBL 2C -i A ART& WF fi 15 ?S 3 �D N0025R74b R7-8 NO PARKING B c ¢ ¢ n x LEGEND -GflEEN (flETROflERI, WHITE SYMBOL ON BLUE (RETRDRER) " e m ax Is AN A IO Im BQlM 5 U8 8 8T5 A90 225 2D 1 IS¢ 200 A. IS BACKGROUND - WHITE (RETROREFL) *Reduce spacing 50%. 2M'M'GAVFlrwlox UF¢clmxaLAPLUTxN **See Page f>31. TOURS, LEGIND -wEU RiTflOxFRfrnW)ISYAcx mm DRUM -WWDE (nE1B0RFRFnNE) BA:1(IFIL%AD -M991E HTNDnENP.'18T) &QIGMRAA-HIE NTRMRHLLTMT) "'See page 6-2 for arrow design. 11 HC PARKING SIGNAGE NOT TO SCALE ..4a 4" - 3,000 PSI CONCRETE d A" 0000000000000000 4" - VDOT #21A BASESTONE -III COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED ATYPICAL SIDEWALK SECTION NUI IU SUALE 1.5" OF SM-9.5A 2" OF BM-25 -6" - VDOT #21A BASESTONE - COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION NOT TO SCALE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OP IV v RJT'tNM. SHIMS L c. oo..05 83 IUTA j/l7il �4 O n 1 MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: SITE DETAILS 20.005 C71