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HomeMy WebLinkAboutARB202100051 Plan - Revision 2021-09-16LEGEND 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 z b SPOT ELEVATION 311.5 TO x z TOP OF CURB ELEVATION 311.5 TW x z b� TOP OF WALL ELEVATION 311.5 BW x x- BOTTOM OF WALL ELEVATION - ... - ... - STREAM - - STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING 0 WETLAND TREELINE X X FENCE UTILITY UTILITY POLE (D GUY WIRE oHu GHU OVERHEAD UTILITY ucu UGU UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER ROOF DRAIN SANITARY MANHOLE SANITARY SEWER MAIN S SANITARY SEWER LATERAL S WATER W WATER LINE W 0 0 WATER METER 0 0 WATER METER VAULT FIRE HYDRANT A 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: 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 an clearing, grading or other construction. P Y 9, 9 9 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 LANDSCAPE Landscape shall comply with Sec. 18-20B of the Albemarle County Zoning Ordinance. SIGNS All signs and pavement shall conform vrith 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 At 17.1-09. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve." 15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. 16. Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact VDOLI for their additional requirements and permits for demolition projects and 540-562-3580x131. FIRE PREVENTION A knox box is required. Location of the knox box to be coordinated with the Fire Marshal's Office. SDP202100021, AMENDMENT TO SDP2009-85 TAX MAP PARCEL 056A2-01-00-00700 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1°=1000' Li AN P Shop 10 BARGAMIN PAR, 0 „t r' `"\\ Thee Notched Rd � Rd `ROUTE 240 THREE NOTCH'D ROAD PARKSIDE VILLAGE Crozet Park is Community Building SITE - MS g Claudius Crozet Park Q -IF ROUTE 240 CROZET AVM` Crozet Park BPool rv.� f PARK VIEW .J Lir >rr o r,a r The Lodge at Old Trail 9 B R O O K W O O D S a \ a E OLD TRAIL ' WHITE OAKS ) dTe 1, 4. 4 The Summit Q Apartment Homes * - IMAGE PROVIDED BY GOOGLE MAPS 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 APPROVALS Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM [,LTH OA O O ,� U Hr.qTrhhJ1 14IMP a 45183 4� T. E�& I MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: 2021.07.15 [ARB] 2021.08.02 [ARB] FILE NO. COVER 20.005 Cl- 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 attachments, the information presented at the public hearings, any comments received, and the factors relevant to special use permits in Albemarle County Code §§ 18-20B.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 the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as 2 recorded below, at a regular meeting heldon February 3.2021. 3. Clerk, Board of County Super 4. Ave Nay Mr. Gallaway Y Ms. LaPisto-Kirtley Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y _ Ms. Price Y SP2020-15 Animal Wellness Center Special Use Permit Conditions 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 January 15, 2021. 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 "ftuure 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. The outdoor animal exercise area must be separated from access by the public and limited to the area behind the building. 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. Subject to the approval of the Albemarle County Facilities and Environmental Services departrnent, a parking lot may be permitted in the location of the 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 on sheets 6 and 7 of the concept plan. For a parking lot to be permitted in this area, at a mininmun, 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 disposal of the County's existing drainage easement is further subject to the requirements of i�irginia Corte § 15.2-1800(B). SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 RESOLUTION TO APPROVE SE202000022 Animal Wellness Center Conditions CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SE202000022 ANIMAL WELLNESS CENTER I . 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- NOW BE IT RESOLVED that, upon consideration of the staff reports prepared in conjunction with 00015, An Amendment to SP2008-009, Concept Plan, Animal Wellness Center, 56A2-01-00-7," the special exception request and the attachments thereto, including staffs supporting analysis, all of the Shint prepared b repy p Engineering, P.C., dated July 20, 2020, last revised January 15, 2021. To be p development following �ALTH pF comments received, and all of the factors relevant to the special exception in Albemarle County Code §§ 18- in general accord with the exhibit, must reflect the essential major O 5.1.1 1 and 18-33.49, the Albemarle County Board of Supervisors hereby approves SE202000020 Animal elements: • Location of the existing building and its additions Wellness Center to to allow the veterinary clinic and associated uses to be located less than 200 feet from a proposed J residential property line, subject to the conditions attached hereto. • Location of the proposed new building in the "future phase/development" O U JUS HIMP a • Location of the parking areas * * * • Location of the outdoor animal exercise area 45183 I Claudette K. Bor ersen do hereby certify that the foregoing writing is a true correct co of a Resolution g Y �' g g g copy Minor modifications to the plan which do not conflict with the elements above may be made to o 4 duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as below, ensure compliance with the Zoning Ordinance. �SSIONAL recorded at a regular meeting held on February 3, 2021. E� 2. The buildings used for the veterinary clinic and overnight animal boarding uses must be air-conditioned and must be sound -proofed so that sound measured at the nearest agricultural or residential property line shall not exceed 55 decibels. Prior to the issuance of a building permit, the applicant must submit Clerk, Board of County Sup sors information to the satisfaction of the County Engineer and the Zoning Administrator (or their designees) that demonstrate that the sound attenuation qualities of the construction materials used in the renovation, Ave Nay, expansion, and/or construction of the veterinary clinic and overnight animal boarding service buildings Mr. Gallaway Y can reasonably meet the fifty-five (55) decibel sound limit in County Code §18-5.1.1 l(b). MAJOR SITE PLAN AMENDMENT Ms. La iKirtley Y Ms. Mallck Y ANIMAL Ms. McKeel Y Ms. Palmer Y WELLNESS Ms. Price Y� CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: 2021.07.15 [ARB] 2021.08.02 [ARB] 9111110111►[6l 20.005 APPROVED SP2020-15 CONDITIONS C2 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 LANDSCAPELEGEND UCALIPER / SPECIES / CROWN SPREAD DPWEX:3" CAL. / DOGWOOD / 6' CROWN SPREAD 30' PRIVATE SEWER EASEMENT D.B. 3985 P. 642 ITT \IIIIII ' I l l y APPROX. LOCATION OF EX. FIRE HYDRANT cc AIV I \�� 5 Nlr TMP 56-11 \ ,I� CE'N FAO DpLAITS \ \ 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 ACI �I TMP 56A2-01--6 R&H PARTNERS, LLC DB 4024 PG 567 DB 4079 PG 391 PLAT DB 367 PG 155 PLAT IDS 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 7�p,LTH o�� 1�x U JUSHI1P a IT 45183 K' SIONAL E�Ole MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: 2021.07.15 [ARB] 2021.08.02 [ARB] CFI ! � FILE N0. 20.005 EXISTING CONDITIONS 111 x 1 30 0 30 60 90 I"1 Scale: 1 "=30' C3 POL \ \ SSMH \ \ 660.59 PF \ I 03 A � 10 s9 �F20, \ 12 I RVROUTE CHANNEL USING I \ I II \ h �66-NATURAL DES GN daN EPTS I \ 1 1 1 \ \\ \ - \ / N / 1 1 I I \. \ \ \ 1 1 I I1 � �k BM 2: ADS STORMTECH I II I \ \1 \ \ \ \ \ / / ISOLATOR ROW I E-I OUTE F6NEEREv � I (24) SC-740 CHAMBERS r CHANCEL PER DETAIL` IN 3.8 ' #57 VDOT STONE BOTTOM OF STONE=653.00 8 CHAMBER VERT=653.83 9 \ TOP OF S NE=656.83 cSg' / ( �6 �68 COORDINATE '38.066787. / 59 -78.7 Q/5 U0 \\ \VV� / \ 5915 c'a 1 <n is Iy� 2 \ \ oa, /675_1RATE / \ \I I 4 4.09, 6 \ UT: 67.� \ SSMH / ( \ a \' LI _ _ -- ao� / �0 °Z� \ 655.21 N "R g6 0 1 I ¢. I ` BMR 1 ADS STQRMTE H zO d y Vi o \ -,(24) SC-74�0 C AMBERS . 6.< o o IN-433' ##`p VPOT $TONE I-59 co I 22 Z BOTTOM OF S70NE#654 00 CHAMBERRR 7RT�=65W.83 TCt[P t STONE/-658:33 CO R INA ES:$8.00i6628' /J`` / /-7187d362X / i� // / SSMH 679.38 APPR X/4,505' SF / OF�RO DE 14ATI �I SHIM // /' / /' �'/ / / Z \ NlzorAR iNl / 64 / / / ' N I / / �/ �' ENGINEERING CO / � j � T // //// / ^/ / .�( LAND PLANNING -PROJECT MANAGEMENT O \\ \ " ERFORATED P `srn \ \1''// NEW/ 2 wT �1 I ' W APPROX. / Nour As INSTA 1I TOR4- AC A EASEMEN LOCATION OF SHo e IS F I l / / / / / / / / / , EX. FIRE 912 E. HIGH ST. 434.227.5140 57� C3 \ / 3, ✓` 1 ALATERAL ,dam 241 L ' N / / �o� HYDRANT LL STORM WEIR I �" / l / / / j / / eN£o CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM , A srR. ez \\ ® SSMH A�� 6 9.43 i 656.09 \\ I / I > 1 / I \ _ 5� \ 6 / EEI II SDMHH'MAR4Q NLTH 0, \ \ E OUTFLO �� _ \� \\ � 66h56%.5mi lvtN RAIN \ \ \ \ l \ 1 O \ SSMH D.B. 398 Ap�9A$EMEa \ \ \ \\ \ \- \�\\ \ I o U ,,,�' �j� 656.74 , SSMH \ 9 au \ \ \I 1\ \ \ \ \\�" \� i�\J 1 � JUSTI 45183 a a \ 656.761 \ �"_\ .I \ \ \ \ pa \ `� j 1�3 45183 _ I \\ 30' PRIVATE SEWER \ ` ` do_`-/o„o�/o„o��u/ ) \ \ S� HI7" rr^^ EASEMENT 30• /- ZP"u gg64.7 \ I 0 \l.J D.B. 3985 P. 642 / - - - RWSA 1"�llfl 6 6 �' G a . / D.B. SEWER EASEMEN 1 ^, 1 I SSIONAL E� a \ 4 I �- 656H2 ���,\ 83g P 173 r SSMH - 1111 658.35 \ / q NI7 6 0 6 0 30 I I — — — _ �JOCE$SIB�EA N DBE INVERTS o 6 0 - I m 5 H 0 A5 !� \ \ \ OOD LAIIV I MAJOR SITE PLAN AMENDMENT \ \ 4 \�21 �I PE 60 / SSMH ANIMAL o �^ �5 \ \ 681.2.3 I �\ 1 0 X 4 �, WELLNESS FFEII I. 4 11 — T TAB s OR CENTER 60 6 0 53 ; \ I 1)/ Ass �\ I N1 P R VA T 660 44 ILp I \\ / S� 7 I SEWER ALBEMARLE COUNTY, VIRGINIA \ I 6 4 , , X 67 - \ SUBMISSION: I 60 I � I .1� / � � LATERAL 0, 6.. 25 L I 9 I / / / �S� B J R /� ILL q T S TR B 2021.03.22 a/ I I O \ / / - C 11 \\ 2 5 8 REVISION: 24.14, ° 3 0 \ 94 j , / 5 5 \ 2021.07.15 [ARB] I I �I 4 — S \ 4 � / / / + 2021.08.02 [ARB] CO 54� J Q 11 24" , / ,♦ 1\ A T I AC Es �� l A� / >> L 8 RISE � � � / / � � 1�j6` \ 75 E R � \ 24I C11 cv / I `♦�� " 20.005 R A L �� \ S T R wEIRcO coFILE N0. o ♦ � / � 58 56 I PLAT I I 65 3\5 GRADING &UTILITY PLAN 2.8/o,7 A2 I I TE OU TELOW 5 & STORMWATER PROFILES 0 GPS-1 6 9.43 \ \ 10 0 10 20 30 10 0 10 20 30 Scale: 1"=10' Scale: 1"=10' C4 2CHR20 • t / i t I TREE PROTECTION FENCING x \ 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 iS I I� 12\CHR25 f CO I I \ • EWI TR El IN� \ \ \ 16`1N\4L3o 1 —x tx \ 4WAL6 \ JI I E—fQOITTE El6NE \ CHANNEL PER DET IL` 14V✓AL3o I ��\ /r/ I• x r \ I J I 4 I I I J. < I / I I I 1 " 4 I I I I I 1.i °1 m I{ �I FFE 660. N\ / l � 10WAL25 18WAL35 PROPOSED LANDSCAPE SCHEDULE lant Min.Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF Large Deciduous Tree Ginkgo biloba 'Magyar' "Magyar" Ginkgo 2.5" Cal. 7 21 84 588 /O� # . � �„/ Large Deciduous Tree Platanus occidentalis American Planetree 2.5" Cal. 2 47 1253 2506 Large Deciduous Tree Quercus robur "Fastigate" "Fasti ate" English 9 g 2.5" Cal. 2 21 14 28 Oak Large Deciduous Tree Acer rubrum Red Maple 2.5" Cal. 2 30 397 794 'w✓ Ornamental Tree Magnolia x soulangiona Saucer Magnolia 6-8' Ht. 2 17 145 290 ,KSc v Evergreen Screening Viburnum utile "Conoy" "Conoy" Viburnum 24" Ht. 21 4 18 378 Shrub TOTAL SF: 4584 14A-13 °N �l A3 °� \ TREE\ \ 2DW,°"O� / �0 \RRQTECTION "� 4W �6 FENCING I / 2 W6 oyL� S C30 © GPS-1 \ A' 6 9.43 O / I oy 2DW6 / �/ I >1 /� 6S.C1 I40 lb / O / / W6 /NEN✓2W 6- 15 AC A EASE / �;.'/4, a 3DW6 0441 N — \ •off H \ \ \ \ \ \ \\ \\�\\\ \\ \Y\/ \ I\ CHU b — 14WAL35 �1—� oHu HU \ \ \ \ \ \ \\ o� 0 u Hu Nx CHU 7 OHU H O /OH OH� _ \ I I I I tl �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. - - - CL 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 DOD 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. 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 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 gross 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^a'- P a E �,� County of Albemarle t t �Conserrahnn Plan Checklist— To be placed on 1 andsenpe Plans fin (Handbook, pp III-28J 111 297 for complete specifications) d" A" R ✓ .'A r 4 .,� I. The Tol1owide Items shall be sh ron the I k 0 Trees-to.b I:cc,ASo ".*`j `f 0 Limns of cicann " r '� - r r h ' " t gg,, g( pt W dripli ft italic sat d) " � ❑ LOcation and type of porce,,c fencing: e:; R s r r,4 I P ❑ Grade changes rnlwp tg tree w C II -or Wel IS; ❑ I'rapm'ed trench rig nr mnncling beyond alit limits ofelno 2, lilm-kinus, All tr't I c caved shall be marked with printorTibbon at a height clearly visible to cyntpmem opcmm No grading shall begin until the tree marking has been inspected and apprmed by a County Impcall". ' 1. Pre -Construction Conference i 0 Tree preservation and protection measures shall be reviewed with the contractor on site h. 4. Equipment operation and Storaee: I is 0 Heavy xy quipment vehicular traffic and storage of conatmclmrl materials mcludmg soil shalLnot be pann teed within the driphne ofkre,a 1. be .used Pp.. rtl s.1.,+y-,.s aF > r. S. Soil Erosion and St mwater Detention De rims id Such devices shall ,at adversely affect Ines to befro I sated :, , «• ,� q, - to fi Fires: ''e z KyaxS`a`YrXa SY� s a ❑ fires are not permitted within 100 feet of the dnpline tit pets to he sat cd y na µ s v;w �r=a1e'.0 fl 7. Toxic Materials. 't l Toxic materials shall not be stored within 100 feet of the dnpline of tr e, to be saved.' vqgs g. Protective rencine: n. 0 TrcesIn he retained within 40 feet or a proposed build rig or grading activity shall be profct d by fencing < .� 0 Fencing shell M1c in place and shall be inspected and approved by a County Inspector poor to gnadmg or con slmcn9n +� 9. Tree Wells: `" •'._i j ❑ When the ground level most be raised within the dnpline ofa Tree to M1c sated, n tree well shall be provided and sea detad snbmiued forapproval. - 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a constmcpan detaid submitted for approal. 11. Trenchine and T... thus: ❑ When trenching is required within the limits ofclearing, it shall be done as faraway from the bunks 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. Cleanup: 0 Protective @wing shall be the last items removed during the final cleanup ,, kyi, "r �se. r {{I h i 4 13. Uamaeed Trees: •- : vxs L. FJ Damaged trees shall be treated itmnediatelyby promng, fertili.1ionor other methods recommended by a tree specialist" VOTE: IT IS THE DEVELOPER'S RESPONSIBILITV TO CONFER WITH THE CONTRACTOR ON TREE COVSERM1-'ATEOh - REQUIREMENTS. - O%VNER SJGN URE (DATE) a- x ,ems m d {fp '`f. , k E `t V t � a r, rh„ . h'F -M -.Fr c T ek,33a �fa"�,s^ s s tl 4d'. , 'sF fly'cs� �: g, T ..y... y _::.....r v:.. LC FAk$pGNA — i - ;" SF1I4Q Page t oF1- - r. e c SHIMP ENGINEERING LANDPLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM p,LTH �O HI liOS e. T#45183 'Circe I K' SIONAL E�Mlllti �� 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 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 REVISION: LOOSENED SOIL. 2021.07.15 [ARB] 2021.08.02 [ARB] ORIGINAL GRADE EXISTING SOIL 9111110161 LANDSCAPE PLAN 20.005 I 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 +u.0 +u.0 +u.0 +u.0 +u.0 +u.0 +u.0 +u.0 +u.0 +u.0 +u.0 +u.0 +u.0 +u.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 +0.1 +0.1 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +0.1 +0.1 +.2 +0.2 +0.2 +0.1 +0.1 +0.2 +0.2 +0.1 +0.1 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 0.0 0.1 + 0.2 + 0.1 0.2 + --#-- 0.4�-§.r>_ + 0.5 -i--�M.5---+- 0.3 0.3 0.5 8.5 -- 0.3 _ 0.2 + 0.2 + 0.2 + 0.1 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + A-4 @ 20' A-3 @ 20' \ , as _ 1.0 t 1.8 t 2 t t 2 .0 4.5 4.0 4.1 t 4.6 t 4.8 t 3. t 2.4 t 1.4 t 0. 0.3 t5t 0.1 t 0.0 + 0.0 + 0.0 + 0.0 + 0.0 t /77 +0. +0.8 +1.5 +2.2 +3 t .3 .8 4.6 4.0 +4.1 +4.5 +4.3 +3. +2.3 +1.5 +1.0 +UT 11I +0.2 +0.1 +.0 + .0 +0- + .0 I 5 +1.0 +1.8 +2.3 +2.9 +3.7 +4.0 +3.9 +3.6 +3.5 +3.5 +3.3 +2.7 +2.1 +1.5 +1.0 +O.q , 0.5 +0.3 +0.1 + .0 + .0 .0 + .0 +0.2 P.4 +1.2 +2.2 +2.6 +3.0 +3.5 +3.8 +3.8 +3.6 +3.4 +3.3 +3.0 +2.6 +2.2 +1.8 +1.3 +0.8 1 +0.3 +0.1 +0.1 +0.0 +0.0 +0.0 +0.1 +0.2 T, P.3 +1.6 +2.7 +3.1 li� 3.5 + .9 .4 4.7 4.4 +4.1 +3.8 +3.6 +3.4 +3. +2.5 +1.9 +1.1 \�� 0.4 +0.1 +0.1 +0.0 +0.0 6.5 +0.1 +0.2 Pj .4 +1.8 +3.6 +3.8 +4 + .0 .0 6.4 5.9 +5.6 +5.1 +4.9 +5. +4. + 8 +2.5 +1.4 +T6.4 + .1 + .1 + . + .0 +.0 +0.1 +0.2 ,P.4 +1.5 +4.6 +4.5 +4 +.9 +3.0 +1.5 +.4 +.1 +0.1 + 0 +.0 +. t. +. +. +. +. +. +. +. A-6 @r20 P.5 / 0.0 8.8 4.8 In +.0 +0.1 +0.2 +R +4.7 +3.7 +3.5 _ +6.5 +10.1 _1 +1.6 �$ +0.2 +0.1 +0.1 +.0 1-2 L12' +.0 +0.1 +0.1 P.4 Tlj +1.9 +3.9 +3.2 +2.4 .7 J15 +0.3 +0.2 +0.1 +0.1 +.0 +.0 � +.0 +0.1 +0.1 0.6 2.1 +3.1 +2.7 + 2 +1.2 +1.0 +Ole +0.3 +0.1 +0.0+0.0\ 0.5 +.0 +0.1 +0.1/ 1.0 2.1 +2.7 +2.4 + 1 +2.9 +2.1 +1.2 `0.5 T+\ +0. +0. 1 +.0 +0. +Olt 1.8 2.4 +2.6 +2.3 +5.9 +3.5 +1.8 .8i.5 + .2 +0.1 +0.1 +0 I _7 4 3.0 3.2 +2.7 +2.2 +9.1 +4.7 +2.0 I +0.9 I 0.3 +0.1 ] @ 12' +0.1 + 2 I0.4 4.1 4.0 +3.0 +2.1 +8.3 +4.3 +1.9 +0.8 +0.3 +0.1 00 +. 01 +. +. 2 0.4 + 40@20'4.0 29 +. 21 +. +. +. 9 +.6 +3.8 +2.5 +1.5 / +0� +0.2 +0.1 gg 5.16@1226 + +. 15 +. 1. 36@12' +. +. +. +. 10.5 +0.0 +0.1 .1 P.2 3.0 3.1 __?.5 __?o t t t1.9 +1.6 +1.1 �0. +0.1 t t t t t t I 70.5 +0.0 +0.0 0.1 +1 1 1.8 2.2 +2.1 +1.9 1.7 + .6 .6 1.6 +1.6 +1.5 +1.5 +1. +1. +1 0 +1.0 +.9 +0.r .3 +0.1 +.0 +.0 0.0 I +0.' .S 1.0 1.6 +1.7 +1.8 +1.8 +1.8 +1.9 +2.1 +2.1 +2.1 +2.0 +2.0 +1.8 +1.5 +1.2 +1.0 +0.8 4.5 0.2 +0.1 \ +0.0 +0.0 +0.0 +0.1 0.6 1.2 +1.5 +1.7 +1.9 +2.2 +2.5 +2.8 +2.8 +2.8 +2.8 +2.8 +2.5 +2.1 +1.6 +1.2 +0 En +r III +0.3 +0.1 +.0 +0.0 +0.0 +0.1 t0XV.5 +1.2 +1.5 +1.9 +2.6 +3.4 3.8 +3.8 +3.5 +3.6 +3.8 +3.6 +2.9 +2.0 +1.4 +1.0 +O.P +0.3 \ +.0 +.0 +.0 +.0 +0.1 \t0.8 ,�1.4 +0.8 +1.3 +1.9 +2.9 .3 4.9 4.7 +4.1 +4.2 +4.9 +4. +3. + 3 +1.5 +1.0 10/. +0.2 +.0 +.0 +.0 +.0 +.0 +0.1 +d' .5 +0.6 +1.2 + 5 +0.94 .2 +.0 0.0 0.0 F + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + ��+1.8 '-0.2- + --0.3_ + �� --8.� �.�0J-0.2- + + + .3- � i$5-- � -H.2� + 0.1� + 0.1 + 0.0 + 0.0 + 0.0 + F .0 +.0 +.0 I +.0 +.0 +.0 +.0 +.01 +.0 +.OI +0.1 +0.1 +0.1 +0.1 +0.1 +.1 +.1 +.1 +.1 +.1 +0.0 +.0 ' +.0 F .0 +.0 +.01 +.0 +.0 +.0 +.0 +.7 +.0 +.I +.0 +0.1 +0.1 +0.1 +0.0 +.0 +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 Symbol Label Quantity Manufacturer Catalog Number Description Lamp Filename Number of Lamps Lumens Per Lamp Light Loss Factor Wattage ❑A 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 1.00 40.00 a 3000K CCT, TYPE 2 OPTIC, No Shield ARRAY(S) DRIVEN AT 365mA g2-2.ies o B 6 Signify Gardco 121-321--700-WW-G4-4 121 LED Sconce (2) LEDgine DRIVEN AT 700 ecf-s-321-la-ww-g 1 Absolute 1.00 70.2 mA 2-4-his.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. 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 roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half footcandle. 4. Finish of the lighting fixtures shall be dark gray. Site & Area CM GARDCO 1 EcoForm by (dignify ECF-S small area light 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.Nix Type: Lampa: Ol Notes example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY N,bb., Drive LED Color - ECF-5 1CF3 32L 365 WW-G2 AR Tirl 120 120V DO 0-10VExtemal IMM3 PCB Fusing Square Pole Textured EcoForm 32 LEDs 365mA Warm White Arm Mourn 206 208V dimming (by others)4 Integralwith Photocomrol Adapter BR Black 2Type2 n Single site and (2modi 530 3000K,70CRI (standard)' 2-90 Rotated 240 240V DCC Dual CircuitContri #31ens1S Bubon°a (120277,347VAO2 lndudedin WIN White area. 53orm Generation Nit 90' 277 277V FAWS Field Adjustable IMRI7 TLRDS F2 Double standard BZ Bronze small 700 Hill The 2-270 Rotated 347 347Y Wattage Selector45 Integral with Twist Lack (208,240,4801 product DGY Dark Gray 700mA NradmLWhfte following rfght 480 480V SW Imerfacemodule #]lens° Receptacle TB NGYMedium Gray IA 4000r 70CRI moummg 270' UMV 120 277V forSheWlse 5Pina Po[eMmnt Fusing Terms l 1O5OmA Generation Mts must (50780114 LLC Integral wireless TLRIV Fn Single Blocko Customer specified 1.2A be ordered The" HVU 347-UDV module4sam Twist Lock (120,277,347VAC)' RPA 3Type3 RAL Specify -62 sepOrorelY 1200mA (50/6OHl IS. BI-level Receptacle FP2 Double Round Pole CeolWhite 3-90 Rotated funclionaliy"n ' 7Pino (208,240,480VAC) Adapter_ optional 48L 900 5000R.70CRI(See accessories ) left 90 (Itlib coloraRAL 48 LEDs 9DOmA Generation DymDimm .Automatic TLRPC FP3 Canadian (ex: RAL7024) (3 modules) SF IA 3-270 Rotated Profile Dimmin g Twist Lock Double Pull(208. 3.9'O.D. CC Custom odor IOSOmA ShpMai niter right Receptacle w/ 240, 480VAOr pole% o (Muslsupply CS50 Safety 50% Mount 1.0 270' Dimming,7hours's Photocells" Surge Prot4ctian HIS cdorddD (gts tot'/e' I200mA T'ypv4 CA150Median 50%Dimming, (1011AstandarcB Internal forrequired OD tenon) Bhowl Housing fadoryquote) 4Typi SP2 Increased Will 6/L 900 WS 4-90 Rotated CS30 Safety 30% Side Shields 64 LEDs 9001A Wall mount IeN90' Dimming,71hou04s (4 modules)IA with surface 4-270 Rotated CM3OMedian 30% Dimming, IO5OmA conduit right 8houl rear entry 270' permitted Type RAM 5Type 5 Retrofit win mountk8' SW Type 5W AFR Auto Front Row AFR-90 Auto Front Row, Rotated left 90' AFR-270 Auto Front Row, Rotated right 270' 1. BL-IMRI3/7 equipped with out -boarded sensor housing when 8. Nctrvallebleln347or480V 14. HIS not available with Type 5 and 5W opi voltage is HVil(347-480V) 9. Must specify Input voltage. 15. Not avallablewhh Do. DCC, and FAWS dimming control options. 2. Mounts to a N' round pole with adapter Included for square poles. 10. Dimming will not be connected to NEMA receptacle if ordering 16. Not rvenable with DD, DCC, FAWS and LLC dimming control S. Limited to a maximum of 46 dogmas aiming above harizantal. with other control option.. option.. 4. Not available with other dimming control options. 11. Not aaillable In 48OV. Order photocell separately with TLRD6/7. 17. Must specify a motion sensor lens. 5. Not available with motion sensor. 12. Not available with DCC. S. Not rvaliable with photocontrol. 13. Not ins la with SF and W3. RPAs provided with black finish 7. Avalleble only in 120 or 2M.. standard. ECF-S-EcoForm-area small 06/20 page 1 of 8 po rq `We rREMIUM STATISTICS: Average = 1.3 fc Maximum = 10.1 fc Minimum = 0.0 fc SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. CHARLOTTESALLE VA, 22902 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM Gardco LED wall sconce 121 offers distinction through its styling, powerful Project: optical design, array of distributions, and impressive selection of control possibilities. Designed to add an element of style to your application by pairing pairing straight lines with rounded edges, the form of the 121 is timeless, yet contemporary, and will complement a wide assortment of architectural styles and designs, while delivering high light levels and functional distributions. 121 sconces are available in Type 2, 3, and 4 distributions, and provide output of up to 12,400 lumens. Energy saving control options help to increase energy Location: Cal Type. Lampa: City: Notes: �� QS� U ituS HIMP a savings and offer California Title 24 compliance. Emergency Battery Backup III. .45183 option available for path -of -egress and is integral to the luminaire.411 o O SIONAL v�ldl Ordering guide example: 121-32L-700-NW-G4-3-120-BL-IMRI2-BZ 727 121 LED wallsconoe 16L 16LEDs 200 200mA CW-G4 Cool Whit.5000K, 2 Tyro EBPC Emergency UNV 120-277V (,module) 400 400mA 70CRI Generation 4 3 Type Battery Pack HVU 347-480V MAJOR SITE PLAN AMENDMENT a30 53OmA NW-G4 Neutral White 4000K. 4 Typed Cold Weather''" 120 120V 700 700mA 70CRI Generation 4 Leave blank to omit an 208 208V 1000 loot WW-G4 Warm White3000K, emergency option 240 240V ANIMAL 1200 1200mA 70CRI Generation 4 Wy-G4 Warm Yellow 2700K, 277 277V 32L 32 LEDs 630 5301 80 CRI Generation 42 347 347V (2 modules) 00 0 BW-G4 Balanced White 3500K 480 480V 1000 10OOm00mA BOOM Generation 42 WELLNESS AM-G4 Direct Amber(590nm) Generation 4 2 • CENTER ALBEMARLE COUNTY, VIRGINIA DD 0-10VExternal dimming(cootrolsby IMRI2 Integral with #2lens 10 PCB PhotocontrolButton" Full Texture others)° DCC, Dual Circuit Control Eol IMRI3 Integral with #3lens 10 F1 Single (120. SK Black SUBMISSION: 277,347VAC)° WH Why PAWS Field Adiustable Wattage 4B F2 Double (2DB, 240, BZ Bronze SW Interface Module for 48aVAC)° DGY Dark Gray 2021.03.22 ShoWlc , F3 Canadian Double MGY Medium Gray LLC Integral winless module 4a712 Pull(20fi 240 BL BI-Ievellfuncdonery with motion sensor 481 Customer specified REVISION: RAL Specify optional DvnaDlmmer: Automatic Profile Dlmmina°1 Suroe Protection f10kA stentlertll color or RAL (ex: OnCil or 2021.07.15 [ARB] CS50 Security 50%Dimming. 7 hours SP2 Increased 20kA OC-RAL7024) CM50 Median 60% Dimming. 8 hours CC Custom color 2021.08.02 [ARB] (Must supply color chip for required C330 Security 30% Dimming, 7 hours factoryquote) CM30 Median 30%Dimming. 8 hours ' Only 16L up to 7001 can be used with battery • Not available with other dimming ° Available with two modules (32L) at 530mi backup (EBPC) configuration. control options. '^ Not available with DID, DCC, and FAWS dimming ' Extended lead times apply. Contact factory ° Not available with motion sensor. control options. for details.' Not available with photocontrol. " Available in 1201277V. or 347V. a Available in 120V or 277V only. Not available in 347 or 48011. " Must specify a motion sensor lens. FILE NO. ° Must specify Input voltage. " Not available with DCC, FAWS, SW, and LLC. 20.005 LIGHTING PLAN C O 121-LED-wall-sconce 05/20 poo l of 5 1 20 0 20 40 a 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 HEM SIN TUBES PE THIS OR S OR W TO IMPLY TO TOWE STRUCTURES SPECIFIED D IS TO ON PVAS 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 IN WITH APPLICABLE STANDARD OR SPECIAL DRUBBING.FA/ / WERE SHARING I INTO CONSIST OF A THE INVERT CEMENT AS DETAILED CONFORMING TO C1A55 AT OR EMENT MIX CONAGGREGATE / e CLASS THAT 2W DE TO SEA IN DIAMETEROR AND CONSIST CONCRETE STOLE BRMEN UP TO Cl.C1 EXCEPT TORT 25X OF COMME ADGR,BRO EN K BROKEN OR BROKEN BLOCK. THE SURFACE-NWIj ANSOFH SHILL BE LEFT SMOOTH BY MEANS E HAND POSED. LAIC. NIXd: LEFT SM 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. ❑ ❑ OPTDNAL 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 SUALE SEE STAOMAD SL-I FOR APPLCABILrtY OF SAFETY SLABS. B STANDARD MI NOTE 1 FRAM L 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 M NII 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 0.785 2A05 9 1.4 0.785 2,747 D 1.6 0.785 ].009 11 L9 0.970 3.455 12 2.2 0,910 3.817 13 2.5 0,970 1 4.179 14 2.5 0.970 1 4.541 IS 1 3.1 JO A 1103 0.9,G 5.265 q 4D 1.9J 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 APPROVED 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]. ).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 WEDGED 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 06.01 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" /• S%Y," BENT PLATE • SECTION B-B A "X I •.%I " TYPE A NOSE DETAIL SHALL BE USED WITH CG 3 ¢ GG-] 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 R 4" RO SHEAR CONNECTOR WELDED GALVANIZER PLATE FOR TYPE A TO BE BENT ON M 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 ABLE COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTIERESE 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 THE EGWIEI[NTS FDA CS-6 AB SHO M N APPEND¢ A OF THE VDOT MAD DESIGN MANUAL, BASE SUBBASE 9EOEATIWI 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 AND TO TIE DEPTH OF TIE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-e IS BASED ON ROADWAY CLASSIFICATDN AND DESIGN SPEED AS SHOWN IN APPENDIX A L A'-J �2" R OF THE NOOT ROAD DESIGN MMOAL. i D 6" III T-T. 7• 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 Y;ALL 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 4.1 2._ T.. 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' R" 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.- 42' Y-9" 5' ]" 2 IF B•-2" 6'-8" 46• 2'-D- g..0. 2'_2.. ._21. 5P 2'-3- 5'-5" 2'-IF' 8•-4" T-e^ 6ol 2._6 y._0, 3_3. ' - - - PAY LIKE ca NOTES: PPE LENGTHS SHOWN ON PLANS ME END-gTHE DESIGN EIFTHE THE CONTRACTOR ELECTS ON U TRAC OR EL ON TIE MEET. T ON TO l: THE ALTERNATE ESMRE $HEWN ON CULVERT - THE HOIT LFHOTIN CULL BE REDUCED BY THE OFFEAENE N DIMENSION '1Y'. SLOPE DETAIL �RQ� FLARED END SECTION \VDr BOAD ABROE ]02 12" - 60" CONCRETE PIPE CULVERTS A D REVISION FATE 1$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. THE DEIECIAlBLE WARNING SHXL BE PROVIDED BY TRUNCATED COMES. EACH Of THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMAWZEO FOR EACH CURB CUT RAW. 2. ALL OTECTABLE WANNNG SURFACE PRWDID SMALL MEET THE REpUXiEMfNTS t48rll7XZMP I OF SECTION SEA CTABLE WARNING THE SPECPICAUCONS FORUTSECGH12 ETTECCTABLSE FROM THE RNI MATFINRFACE. �Mo'APPROVED PRODUCT LIST NUMBER T23. SLOPING SIDES 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. RAMPSAME INCLUDED IN Y CUM / CURB PPAAY)MENTTFORS CUR / ANSITICURBµ Pp.TTERNT TO CURB TYPE A 6. CURB RAMPS IRE REQUIRED FOR SIOEWµKs AND SHARED USE PATHS THE WIDTH OF PERPENDICULAR THE CURB RAMP SHKL MATCH SDEWAK WIDTH. WHEN CURB RAMPS 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 L 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 RMIµ 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. I MAK 12-' "�% II. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB Al ENTRES !. t° OR STREET CONVECTIONS THE DETECTIBLE WARNING SURFACE SHALL HAVE yWIA •'E •Y' XT/� A FACTORY RADIUS OR BE FELD-MODSIEO M RECOMMENDED BY ME Y l PAGES 204,06 MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS AND 204.07 FOR METHODS OF WSTALLNG DETECTABLE WARNINGS ON A 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 o D o 0 0 o a o 0 LNIdNO RNP y1 000000000000000 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 0 0 0 0 0 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 OTE[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 SrADAR05 CG-12 DETECTABLE WARNING SURFACE RE`T' SNEER I OF 5 aEV150N GA" (GENERAL NOTES) I05 S02 204A1 Oe, l:� VRGNIA XPARTIENT OF TRANSPORTATON 504 :E)VDOT: CG-12 GENERAL NOTES C7 NOT TO SCALE A e5 DOWEL5.8" LONG- I PERMISSIBLE -.--. AT 12"CC 5'MW. CONSTRUCTION - ,r - 5'N" JOINT 121 M-N-►. D:I MM =I•3 � B L'\ c 12:1 MAX 1 J} WITH BUFFER STRIP R A. ENP 1 ,MEUTT 1MLE1 SEE TABLE) TO 201 TN CUTTER PAN SLOPE TRANSITION 20TIW WTRF PAN $LOGE i0 20'I PE 200N RAMP LENGTH 5' AN TO 20n THROUGH RAMP LENGTH GOITER PM YM1411M SLOPE 20n IR.1 uM�` O` SEW SHADE To AY MATCH CURBFACE 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 DEIECiMLE WARNING SURFACE PERMSLBLE [CUB �- CONSiRUCIION 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 PARµLEL 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. OIAGONX 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 TKE ORIGNX SEXED AND SIGNED DRAWING IS ON FILE IN THE CENTRX OFFICE- SPECIFICATION ROAD AND BRIDGE siADMpS CG-12 DETECTABLE WARNING SURFACE AEFEAEA E SHEET ] OE 5 wEVSKIN DATE TYPE B (PARALLEL) APPLICATION D5 505 ROSE p3 01/19 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. �WMNk1G 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 ABUT BE FACTORY EDGES. T C M NOT PERMITTED i i NT PANELS, CUT SIDES O NELS E 0 PE ED 0 ABUT 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, HERWARNA0 PANEL SIZESMAY SHOWN ME FDA OR EXAMPLE CONSISTENT SES.OTHER PANEL F 1H MAY S FDA IN ORDER TO RAPMAINTAIN 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 E%AMP LUT CONSTRAINTS, BLEACHED TRANSITION COM AMPS NE NOT PERMITTED fD PPTTFTABLE FOR NEW CONSTRUCTION WMHNIC PANEL 8- PARTIAL DETECTABLE 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 STAJOM05 CC-12 DETECTABLE WARNING SURFACE SHE2SI ; 2 of 2 REVISION DATE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS W2 4.OT ''NEW D4/LB VRGNIA DEPARTMENT OF TRANSPORTATION 504 Ifl VDOT: CG-12 METHOD OF INSTALLATION NUI IU Y;ALL In From wk 2C e ACCESSIBL 2C -i A ART& WF fi 15 ?S 3 �D N0025R74b R7-8 NO PARKING e 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¢clmxaLAwLUTxN **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" 0 00000000 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 JUS�x11�>P a T 45183 K' SIONAL MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: 2021.07.15 [ARBI 2021.08.02 [ARBI SITE DETAILS 20.005 C71