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HomeMy WebLinkAboutSDP202300018 Plan - Submittal (First) 2023-03-14LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR 311.5 x >2 m SPOT ELEVATION 311.5 TO x >2 TOP OF CURB ELEVATION 311.5 TW x >2� TOP OF WALL ELEVATION 311.5 BW x >2- BOTTOM OF WALL ELEVATION - ... - ... - STREAM - - STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP --------------------------------------- ASPHALT EC-2 MATTING EC-3 MATTING 0 WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m O GUY WIRE oHu OHu OVERHEAD UTILITY ucu ucu 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 1100 Crozet Aveue Crozet, 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 Major site plan amendment SDP202100021 approved 6/1/2022 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 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: 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 OilyIn Out Total In Out Total Total Animal Hospital/ 640 20 21 16 37 11 14 25 254 Veterinary Clinic Employees ANI MINOR SITE PLAN AMENDMENT MAL WELLNESS CENTER EXISTING USE Veterinary office PROPOSED USE Veterinary office use to remain; minor amendment for parking lot expansion and associated SWIM 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 16,254 SF 10.7% Sidewalk 954 SF 0.6% County File Number Pending, AMENDMENT TO SDP202100021 TAX MAP PARCEL 056A2-01-00-00700 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1°=1000' Open space 127,480 SF 84.0% Total= 151,807 SF (3.485 ac.) PARKING SCHEDULE Downtown Crozet District: Minimum of 1 space per 1,000 square feet of net floor area, 9,892 SF GFA 8 spaces required, 37 spaces provided (no maximum per Sec. 20B.4) Bicycle parking: 1 space per 10 vehicular parking spaces required; 8 vehicular spaces required 1 bicycle parking space required LANDSCAPE Landscape shall comply with Sec. 18-20B of the Albemarle County Zoning Ordinance. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated With respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 9 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractors 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 FLOW & PREVENTION A knox box is required. Location of the knox box to be coordinated With the Fire Marshal's Office. ISO needed fire flow is 1,500 gpm. Total estimated flow is 3,126 gpm, AWWA Q20 calculation is 5,601 gpm. VDOT DETAILS NOTES Contractor shall review the latest VDOT standard details prior to construction. Details subject to change. See below a list of VDOT details for contractor to review from VDOT official website. 1. VDOT IS-1: VDOT STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 2. VDOT DI-3A, 3B, 3C: STANDARD CURB DROP INLET- 12"-30" PIPE: MAXIMUM DEPTH (H)-8' 3. VDOT MH-1: STANDARD MANHOLE FRAME AND COVER 4. VDOT MH-1: MANHOLE FOR 12"48" PIPE CULVERTS 5. VDOT CG-12: CG-12 DETECTABLE WARNING SURFACE GENERAL NOTES 6. VDOT CG-12: CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION 6. VDOT CG-12: METHOD OF INSTALLATION 7. VDOT CG-6: COMBINATION 6" CURB & GUTTER (CONTRACTOR MUST USE 8" VDOT 21A COMPACTED STONE UNDER CURB) 8. VDOT CG-2: STANDARD 6" CURB (CONTRACTOR MUST USE 8" VDOT 21A COMPACTED STONE UNDER CURB) 9. VDOT WP-2: ASPHALT PAVEMENT WIDENING (FOR WIDENING SUBJECT TO TRAFFIC SITE PLAN AMENDMENT NARRATIVE This Minor Site Plan Amendment to the approved Major Site Plan Amendment, dated 05/05/2022 and approved on 06/01/2022, involves the following: 1. Increase in the number of parking spaces provided. 2. Additional underground storage chambers to treat the added impervious area. LikAN P Shop 10 BARGAMIN PAR- 0 REA s M "d^ wer e� \\ x�r Mr �s �• `e U L Thee Notched Rd a �w5 ROUTE 240 THREE NOTCH'D ROAD PARKSIDE VILLAGE Crozet Park is Community Building MS Claudius Crozet Park V~� Crozet Park & Pool Lo�r,' • PARK VIEW The I odge at 01d frail V 3 5 c ,TOLD TRAIL WHITE OAKS s 5} '✓ray •r-4 � - The Summit Q Apanment Homes.;°'� IMAGE PROVIDED BY GOGGLE MAPS SHEETINDEX C1 COVER C2 APPROVED SP2020-15 CONDITIONS C3 EXISTING CONDITIONS C4 GRADING & UTILITY PLAN & STORMWATER PROFILES C5 LANDSCAPE PLAN C6 LIGHTING PLAN & SITE DETAILS C7 STORM PROFILES & DETAILS 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 0 BROOKWOOD L 4 "y w I P S HM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Z3 3113Izs kI tnXTAI Flo MINOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.13 REVISION: 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. 1, 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 held on February 3, 2021. 3. Clerk, Board of County Superv' ors 4. Ave Nay Mr. Gallaway Y Ms. LaPisto-Kirtley Y Ms. Mallek Y Ms. McKee) Y Ms. Palmer Y Ms. Price Y RESOLUTION TO APPROVE SE202000022 ANIMAL WELLNESS CENTER NOW BE IT RESOLVED that, upon consideration of the staff reports prepared in conjunction with the special exception request and the attachments thereto, including staffs supporting analysis, all of the comments received, and all of the factors relevant to the special exception in Albemarle County Code §§ 18- 5.1.11 and 18-33.49, the Albemarle County Board of Supervisors hereby approves SE202000020 Animal Wellness Center to to allow the veterinary clinic and associated uses to be located less than 200 feet from a residential property line, subject to the conditions attached hereto. *■r 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervises of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular meeting held on February 3, 2021. Nay Mr. Gallaway Ms. LaPisto-Kirtley Ms. Mallek Ms. McKee] Ms. Palmer Ms. Price Clerk, lloard of County Sup e sors 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 "future phase/development" • Location of the parking areas • Location of the outdoor aninnal 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 oust 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 department, 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 minimum, the developer must relocate and reconstruct the drainage channel to a condition that is consistent with the design of the existing channel and modify the drainage easement to reflect the new location. Piping of the existing or new drainage channel is not permitted. Any disposal of the County's existing drainage easement is further subject to the requirements of Virginia Corte § 15.2- 1 800(B). SE202000022 Animal Wellness Center 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 "future phase/development" • Location of the parking areas • Location of the outdoor animal exercise area Minor modifications to the plan which do not conflict with the elements above may be made to ensure compliance with the Zoning Ordinance. 2. The 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 information to the satisfaction of the County Engineer and the Zoning Administrator (o• their designees) that demonstrate that the sound attenuation qualities of the construction materials used in the renovation, expansion, and/or construction of the veterinary clinic and overnight animal boarding service buildings can reasonably meet the fifty-five (55) decibel sound limit in County Code §18-5.1.1 l(b). SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. 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SANI1 q 20.005 \ o /NACCESSIB MANHOLE INVERT I GRADING & UTILITY PLAN LANDSCAPE LEGEND TMP 56-11 E N FL IV COUNTY OF ALBEMARLE DB 3830 PG 168 CALIPER / SPECIES / CROWN SPREAD DB 1671 PG 603 PLAT I 20 0 20 40 60 EX: 3" CAL. / DOGWOOD / 6' CROWN SPREAD DB 367 PG 155 PLAT \ 3�W6 ZONE: R2 RESIDENTIAL USE: FOREST I SSMH Scale: 1"=20' 5.51 AC 681.23 12CHR20 • rn \\ \ \ t IS 1 \ I '12W L25 I I \ \ I I I I\ I I I �\-660, I I I I� 12 HR250 � I • 1630 I I 1 WAJ40 \ 4WAL6 \ \ \ I \� \Al • / 19 \ II 144AL30 \ \ 12WAL25 / 10WAL25 i / 0 RD \ I /III r I I � (60 1/ I LLJJ o Q; o Ct I I I �O ` I N \V/ FFE II -.4 \ \ I I I 660.4 1 To \ I \\ S-1 \ 6 .43 i 1�PI 5 DITCH 1 / 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 / OHU `\ / N ` 14WA•5 I I � SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE —SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE 3' DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. 10WA ( 18WAL35 TREE PROTECTION FENCING PROPOSED LANDSCAPE SCHEDULE Plant M, Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity 10 SF Canopy in Yrs in 10 rs SF 0 O Large Deciduous Tree Ginkgo biloba 'Magyar"' "Magyar" Ginkgo 2.5" Cal. 5 21 84 420 *Male cultivar } � �,/ Large Deciduous Tree Platanus occidentalis American Planetree 2.5" Cal. 2 47 1253 2506 Large Deciduous Tree Quercus robur "Fastigate" "Fasti ate" English g g 2,5" Cal. 2 21 14 28 Oak Large Deciduous Tree Acer rubrum Red Maple 2.5" Cal. 2 30 397 794 Ta Large Deciduous Tree Tilia americans American Linden 2.5" Cal. 3 26 191 573 NSs Large Deciduous Tree Nyssa sylvatica Blackgum 2.5" Cal. 2 19 123 290 , Kua:�1 Ornamental Tree Magnolia x soulangiona Saucer Magnolia 6-8' Ht. 2 17 145 290 Evergreen Screening Viburnum utile "Conoy" "Conoy" Viburnum 24" Ht. 21 4 18 — Shrub ® Evergreen Screening Rhododendron Azalea 24" Ht. 16 4 10 — Shrub TOTAL SF: 4901 66 \ 2 W6 oy& S C30 / Yoe, is 7 / / IJ'YJ6 / THEE//�- PR15TECTION / ENCING ICarI / so,(40 /oD/ / / // / H✓ 7 \ 0h / / / / 6SYC1 J 9 Y f I { j asycicy f t Nil f, s PJ EW 4 o h m � DNsGU \ \ OHU HU OHU\-` U eHU �� to CHU _ 7 \ \ J I I 0 HU 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, PLANTE BETWEEN THREE & FIVE FEET O.C., DEPENDING ON SPECIES PROVIDED: 21 EVERGREEN SHRUBS, PLANTED 5' O.C. SEC. 20.B.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) SHALI 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, 35O.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. 37 PARKING SPACES PROPOSED PROVIDED: 7 LARGE SHADE TREES SCREENING SHRUBS PROVIDED ALONG PERIMETER OF CROZET AVE. FRONTAGE A� 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 mow during the spring or summer months because of the nesting season. When mowing, cut grass no lower than 6 inches and allow stubble to remain - until spring to help insulate plant roots and provide cover for wildlife. If native warm —season grasses are cut lower than 6 inches during the active growing season, the stand will be reduced significantly. County of Albemarle.'=�.t —is ervaHttn Plan Checklist —To be pl teed on I andscape Plans i t (Handbook. pp Ill-284-III-297 for complete specifications) I. The followine items shall be sh sr th I r tf ,p 53 Trees tab :sued; 0 Limits ofcle.nag(outside driplorroft , to b ❑ Location an inype of protective fencing w - 1 ❑ Good clumges requiring the wells e r ell- °.s ❑ Proposed trenching orturnelfing beyond the limits of rung b t ,f r ,, ', iy d� hl5rkines - = 0 All aces to be saved shall be marked with print or ribbon at a hctghl clearly visit, le to equipment opera o r ; 0 No grading shallbegm until the ircc marking has been inspected and approved by a County Inspcetor. 3, TreConsfru coon Conference 8 Tree preservation and Protection measures shall be reviewed with the commctor an site. `1 4. Eauiomenr Ooeralion and Sloreee: Heavy quipmcnL velucular traffic and storage of construction materials including soil shall not be permitted within the driplu es of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: I'tr s 0 Such devices shall not adversely affect Wren to be saved. h Fines: 4tl ❑ F a are not permitted within 100 feet of the dripline of trees to he saved. 7 - Toxic Materials: SHIMP 0 ry- Toxic matey als shall not be stored within 100 feet of the dnplue of trees to be saved B. Protecnve Fencing: i 0 Tren to be retained within 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 prior to grading or constn¢tion. /� I ^ KIG /� 2 9. Tree Wells: V O When the ground level must be raised within the dripline ofa tree to be saved, a tree well shall be provided and a construction detail LAND PLANNING - PROJECT MANAGEMENT submitted for approval. 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 construction detail r, 912 E. HIGH ST. 434.227.5140 submitted for approval. aCHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 11. Trenching ad Tunneline: ❑ When trenching is required within the limits ofclearing, it shall be done as far away from the narks of trees as possible. Tunneline under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanu : 0-Protective fencing shall be the last items removed during the final cleanup. 13 Do mood Trees: 0 Damaged trees shall be treated mumedianclyby printing, fettthmtion or other methods recommended by a tree specialist Y T VOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSER3'AT10N REQUIREMENTS. 3 1s zort OWNER SiLGN RE (DATE) V S Y (CHASER SIGNATURE (DATE) �.'�s12S `(�4 5/1/06 Page 1 of 1 O ORIGINAL SLOPE SHOULD PASS MINOR 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. 2023.03.13 SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. REVISION: ORIGINAL GRADE EXISTING SOIL FILE NO. 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. o +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +o. 0 +0. 0 +0. 0 + . c +0.0 +0.0 +0.0 +0.0 +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 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 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 +0.0 +0.( +0.0 +0.0 +0.0 +0.0 +0. + . +0.0 +0.0 +0.1 +0.1 +0.2 +0.3 +0.3 +0.3 +0.2 +0.2 +0.2 +0.2 +0.3 +0.3 +0.2 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.( 5 +0.0 +0.0 +0.0 +0.0 +0. +0.0 +0.0 +0.0 C6+3. .6 +0.9 +1.0 +1.1 +1.0 +0.9 +0.9 +0.9 +0.9 +0.9 + . +0.4 +0.2 +0.1 +0.0 +0.0 +0. + ( .5 +0.0 +0.0 +0.0 +0.0 +0 +0.0 +0.0 +0.1 4 +2.0 +2.4 +2.5 +2.4 +2.2 +2.3 +2.3 +2.2 +1.9 +1.5 +1.0 +0.4 +0.1 +0.0 +0.0 .0 +O.c +0.0 +0.0 +0.0 +0.0 + 0 +0.0 +0.0 +0.1 .4 +3.8 +4.8 +4.6 +4.4 +4.1 +3.9 +4.0 +4.3 +3.8 +2.6 +1.6 + 7 +0.1 +0.0 +0.0 +0.0 +O.c +0.0 +0.0 +0.0 +0.0 + .0 +0.0 +0.0 +0.1 .2 +6.7 +8.5 +6.8 +7.2 +7.2 +5.8 +5.5 +7.6 +7.2 +3.8 +1.9 +0 5+0.1 +0.0 +0.0 +0.0 +0.( B-5 ® 12' B-4 ® 12' B-6 0 12' 17-1 +0.0 +0.0 +0.0 +0.0 C0 +0.0 .+5.0 +7.7 IV.2 +5.5 +3./- +2.2 +0.7 +0.2 +0.1 +0.0 +0.0 +0.0 +0.1 +00 +0.0 +0.0 +0.0 0.0 +0.0 Cr +0.1 0.6 +0.3 +0.2 +0.1 +0.1 +0 0 +0.0 +.( r \ v 1 +0.0 +0.0 +0.0 +0.0 a 0 +0 d c,. `11 +0.1 +0.1 +0.1 +0.7 +1.0 +0. 0.4 +0.1 .0 +0.0 A r "0 I 0.0 0.0 0.0 0.0 0.0 0.1 0. 0.3 0.3 0.3 2.2 2.2 1.6 0. 0.3 0.1 0.0 O.c + + + + + + y / + + + + + + + + + + + / +.0 +.0 +.0 +.0 +0.1 +0.4 / j�0.i +0.7 + . 5 0. +5.4 +3.9 +2.2 +1.1 0..4 +0.1 +0.0 +0.( I 0 + +0.0 + + + I -' 0.0 0.0 0.0 0.1 + 0C. . Pr + + + 1.0 0.9 0. 8 + + + + +' 5.5 2.6 1.2 0. 0.+1 0.0 0.( + B 3®12' .5 ! + .0 + .0 +0-0 +0.0 +0. .4 +1.2 +1 C B-1 ®12' B-2 ®12' + .9 +4.9 +2.4 +1.1 05 +0.1 +0.0 +0.( +0.0 +0.0 +0.0 +0.1 + .2 .9 +1.5 + 4 + . +I + . +4.3 +8.1 +8.6 +6. +6.7 +9.3 +8.6 + .0 +4.2 +2.1 +0.9 0.3 +0.1 +0.0 +o.c +0.0 +0.0 +0.1 +0.1 .5 .5 +2.0 + + .9 +2.8 +1.5 +0 +0.2 +0.1 +0.0 +O.c To 12.0 12.0 +0.1 +0.0 +).0 .7 +2.5 + . +2.0 �.3 3.1 + .5 .9 4.3 +4.5 +4.7 4.3 1.5 +0.7 •5+0.3 +0.1 +.0 +.0 +.c A-5 ® 20' +L.0 +L.0 +0.1 +0.1 .3 .5 +3.1 +3.0 +2.5 +2.0 +1.8 +1.8 +2.1 +2.3 +2.5 +3.1 +3.8 +4.7 4.4 +0.8 +0.4 +0.1 +0.1 +.0 +.0 +.i .5 +0.0 +0.0 +0.0 +0. + .2 L • •2.1 +3.9 +4.0 +3.1 +2.2 +1.6 +1. 4 +1.6 +1.7 +1.9 +2.5 +3.5 +4. 5 A 6 4 O +0.1 + .1 +. 0 +. 0 +. 0 +. c +.0 +.0 +.0 +0. +0 1 +1.5 +1.7 1.7• +4.9 +3.6 +2.4 +1.7 1.4 +1.4 +1.5 1.8 2.4 +3.3 +4.2 9 0.4 +0.2 0.1 +0.0 +.0 +0.0 IO.( .11A-3 ® 20' +0.0 +0.0 +0.0 + 0 +0.2 5+0.8 1.3 1.4 +4. +4.9 +3. 2.5 +1.7 1 S +1. +1 7 .9 2.4 +3.0 +3.5 + . +0.2 +0.1 +0.1 +0.0 +0.0 +0.0 +0.1 .5 +0.0 +0.0 +0.0 + .0 +0.1 0 +0.9 +1.1 .5 +4.0 + . T2. +1.8 + . + + . + . +2.7 +0.2 +0.1 +0.0 +0.0 +0.0 +0.1) a +o i 0.0 0.0 0.0 .0 0.1 0. 0.6 0.9 .4 2.2 1.9 1. 1 9 .1 2.5 3.1 3.7 0.2 0. 0.1 0.0 0.0 0.0 o.( .5 +0.0 +0.0 +0.0 0.0 +0.1 +0.3 +0.5 +0.8 1.7 +2.3 +2.3 2.2 +2.0 +1.9 +1.9 +2.0 +2.1 +2.5 +3.3 +4.3 .0 + .1 +0.1 +.0 +.0 +.0 +.c A-2 ® 20' +0.0 +0.0 +0.0 0.0 +0.1 +0.3 0 0.9 +1.5 +2.2 +2.4 2.4 +2.2 +2.0 +2.0 +1.9 +2.0 +2.3 +3.2 +4.1 '.3 0.4 0.2 +0.1 +0.0 +0.0 +0.0 +.c +0.0 +0.0 +0.0 +0.0 +0.1 .3 •5+0.7 +1.0 +1.5 +2.2 +2.8 + 9 +2.7 +2.3 +2.1 +1.9 1.8 2.1 +2.6 +3.4 .3 0.2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.( .5 +0.0 +0.0 +0.0 +0.0 +0.1 + .3 +0.7 +1.1 +1.6 +2.5 + . +3.8 +3.5 +2. +2.1 +1 8 .7 1.7 +1.9 +2.2 .1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.( +0.0 +0.0 +0.0 +0.0 +0.0 +0.2 + 45 +0.9 +1.6 +2.6 +3.9 +4.7 +1 .1 +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.( A-1 20' ❑ +0.0 +0.0 +0.0 +0.0 +0.0 +0.(D +0.1 +0. + . 0. 0. 0 5}0.6 +0.7 +0.8 0.8 .9 +1.0 + . 5 .1 +0 1) +0 1) +0 1) +.1) +0.1) +0.( +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. +0.1 +0.1 +0.2 + .0 .2 0 +0.3 +0.4 0.5 +0.6 +0.2 0.0 +0.0 +0.0 +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 +0.2 +0.2 +0.2 +0.3 +0.2 +0.1 +O.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0 0.0 +0.0 10,00 \) 10.0 10.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 _I... +0.0 +0.0 +0. +0.0 +0.0 +0.0 +0.0 +0.0 +C. i;+C4:.1 +C. i; +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. +0.0 +0.0 +0.0 +0.0 +o. C ().0 +J.1 +0.0 +0.0 +0. +0.0 +0.0 +0.0 +0.0 ) +0.0 +0.0 +0.0 +0.0 + . o +0.0 +0.0 +0.0 +0.0 .o +0.0 +0.0 +0.0 +_ +;. 0.0 0 0 0. 0.0 0.0 0 0.0/ 0.0 0.0 1 0.0 0.0 0.0 0.0 0.0 w.. _;.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + +0. + + + + + + + + ? + + + + + + +o.o +o.o + 0 +0.0 +0.0 +o. / +0.0 +0.0 + 0 +0.0 + . 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.( +0.0 +0.0 + .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + 0.0 + . 0.0 +0.0 + . 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Fir n +0.0 +0.0 +0.0 +0.0 +0.0 +0. o +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + . 0.0 +0.0 +0.0 + . +0.0 0 +0.0 +0.0 +0.0 +0.0 + +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +o. .0 +0.0 +0.0 + +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + 0 +0.0 +0.0 +0.0 + +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +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 / / 20 40 e1 1 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-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 3000K CCT, TYPE 2 OPTIC, No Shield ARRAY(S) DRIVEN AT 365mA g2-2.ies o B 5 Signify Gardco 121-32L-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. 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: Cori Type: Lampa: Oty: Notes example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MOY ECF-5 B i 121 111 WW-62 All 7Vp•2 120 120V DD 0-10VFxtemal Ik1a3 PCB FVdng Square Pole Textured EMFM 31LEDs 365mA Warm White Arm Mound 208 ZOBV dimming (byo[hers)' Integral with Phorommrol Adapter SK Black 2Type2 n Single site and (2 modules) 530 3000K,70CRI (standard)' 2-90 Rotated 240 240V DCC DugorcultContmP" #3lens° Buttons' (120,277,347VAgr Indudedin WX White area, 5301A Generation left 90• 277 277V FAWS Held Adjustable IMRI7 TLRDS F2 Double standard BZ Bronze The sal 700 NW-G2 2-270 Rotated 347 347V Wattage Selector`° Integral with Till Lock (208, 240, 430VAO product DGY Dark Gray Y 700mA Natural White )allowing 480 dBOV SW Interfacemodu101SiWWse-le #]lens" Receptacle Ter MGYMedium Gray 1A 4000 27h1 270' UKY 120-271V forSital ' Spann PaMMount Fusing Terminal 1O50rM Generaon2 Genera0on2 kitsmounting kits must (50/fiOH>) LLC Integralwirelex will TLRD7 FPI Single Block" Customer 12A be ordered Type HVU 347-MOV module'''" Twist Lock (120.277,347VAC)' RPA specified 3Type3 RAIL Specify ROOmR CDoiWW-62 seporotely (50/60Hz) BL Bi-level Receptacle FP2 Double Round Pole CDDOK,7e (See 3-90 Rotated functionality1"' 7PIn (208.260, 480VAO Adapter optlonal 48L g00 SOOOK, 70CR1 arcessodes) left 90' Vitsto3'- cdororRAL 48 LEDs 900mh Geneadion2 DymDimm .. AutomaRc TLRPC Fit Canadian fee. RAL7024) (3 modules) lA SF 3-270 Rotated ProfileDimming g Tarr Lack Double Pull QOB, 39'OD CC Custarncdor Sfip Fitter right Receptadew/ 240,480VA0' palels (Mud supply Safety SO% L2AC550 1.2A Mount'Dimming,] hours`° Pharocell2 SUM projection HIS cdorcMp Upping, Mr, DA Typing CM5OMedian 50% Dimming, (101A standard) Internal kxrequire 8hounO SP2 Increased20k Housing fadoryquote) 4TyPe4 INS 490 Rotated CS305afety 30% Side Shield" 611E0s 900mA Wallmoum Ieft90' Dimming,71hours" (4 dedulesO IA withsudace 4-270 Rotated CM30Median 30%Dimming, 10i conduit fight glands' rear aMry 270' permitted rypels RAM Retrofit arm 3Type5 mount kiN SW Type SW AFR Auto Front Row AFR-90 Auto Front Row, Rotated left 90' AW270 Auto Front Row, Rotated right 270' 1. BL-IMRI3/7equlppedwkhout-boerdedean•oncouaingwhan B. NotwaR.blaln347cr480V 14. HIS not available with Type 5 and 5W armed. voltage is HW(347-4BOV) 9. Must specify Input voltage. 15. Not evallableenth Do. too, and FAWS dimming control options. 2. Mounts to a 4" round pole with adapter included for square poles. 10. Dimming will not be connected to NEMA receptacle if ordering 16. Notaveilable with DD. DCC, FAW3 and LLC dimming control 3. Limited to a maximum of 45 degrees aiming above horizontal. with other control option.. options. 4. Not avallable with other dimming control options. 11. Not available In 480V. Order photocell separately with TLRD5/7. 17. Must specify a motion sensor Iona. 5. Not avallable with motion sensor. 12. Not available with DCC. s. Not ewllable with photocontrol. 13. Not available with SF and WS. RPAs provided with black finish 7. ywallable only in 120 or 277V. standard. ECF-S-Ecol'orm-area-smell 06/20 page 1 of 8 IN Ma vaeniun .5 14 R74M R7A6 wwammMle n/-a tyUrANNNU A1111CIDIFIFIGINIJI91L LEGEND- GREEN(RETROREFL), WHITE SYMBOL ON BLUE(RETRORER) u s m ass 1s lea s re 1m 2ms to BACKGROUND- WHIT(RETRORFFL) IO 1e a sM ,aw za m 1 1so z� a1M is 'Reduce spacing 50%. nanxrfaarnunorf .MmduAeR.rAllox "Seepage631. esoac uuw -races lxammuumMlmaacx axons arm -wwre palMnRrrinq aatxma4a-wan InflnmmECIM1EI 6aapMUO-MIE Pa1saERrbtsal "'See page E2 far arrow design. 11 HC PARKING SIGNAGE C7 )NOT TO SCALE Gardco LED wall sconce 121 offers distinction through its styling, powerful optical design, array of distributions, and impressive selection of control possibilities. Designed to add an element of style to your application by 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 savings and offer California Title 24 compliance. Emergency Battery Backup option available for path -of -egress and is integral to the luminaire. Ordering guide Prefix bum be, of LE D� 121 121 LED wall sconce 16L 16 LEDs (1 module) 32L 32 LEDs (2 modules) Project: Locttln: Cat.Nw. Type: Lampe: Cry: Notes example: 121-32L-700-N W-G4-3-120-BL-IMRI2-BZ 200mA CW-G4 I Coal White 5000K, I 2 Type 2 EBPC Emergency UNV 120-277V 400mA 70CRI Generation 4 3 Type Battery Pack HVU 347-480V 530mA NW-G4 Neutral White 4000K. 4 Typed Cold Weather'A" 120 120V 700mA 70CRI Generation` Leave blank to omit an 208 208V 1000mA WW-G4 Warm White 3000K, emergency option 240 240V 70CRI Generation 4 1200mk 277 277V Wy-G4 Warm Yellow 2700K, 530mA 80 CAR Generation 42 847 700mA BW-134 Balanced White 3500K 400 480V 1000mA 80CRI Generation 42 AM-G4 Direct Amber(590nm) DD 0-10V External dimming (controls by IMRI2 Integral with #2 lens 10 PCB Photocontrol Button's Fusin, Textured others)^ IMRI3 Integral with#3 lens 10 F7 Single (120. BK Black DCC Dual Circuit Control'A•° 277,347VAC)I WH Why FAWS Field Adjustable Wattage 4 F2 Double (2DB, 240, BZ Bronze Sw Interface Module for 480VAC)° DGY Dark Gray Sh'A eWlse" F3 Canadian Double MGY Medium Gray LLC Integral wireless module 44sn2 Pull(208. 2". SL BI-level functionary with motion sensor "' 480VAC)' Customer soeclRed RM. Specify optional DvnaDimmer: Automatic Profile plmmina 4' Suroa Pr,tactlo^ color or RAL nokA etandertll (ex: OC-LGP or CS50 Security 50% Dimming. 7 hours SP2 Increased 20kA OC-RAL7024) CM50 Median 60% Dimming. 8 hours CC Custom color (Must supply color chip for required CS30 Security 30% Dimming, 7 hours factoryquote) CM30 Median 30%Dimming. 8 hours ' Only 16L up to 700mA can be used with battery • Not available with other dimming ° Available with two modules (32L) at 53OmA. backup (EBPC) configuration. control options. 10 Not available with DD, DCC, and FAWS dimming ' Extended lead times apply. Contact factory ' Not available with motion sensor. control options. for details. ° Not available with photocontrol. 11 Available in 120V. 277V. or 347V. ' Available in 120V or 277V only. 1 Not available in 347 or 48OV. 11 Must specify a motion sensor lens. a Must specify Input voltage. Is Not available with DCC, PAWS, SW, and LLC. 121-LED-well-sconce 05/20 pagel of 5 N.,U. .way L• ro 4 .; ; .< 4" - 3,000 PSI CONCRETE Q 4. 000000000000CD 0000 4" - VDOT #21A BASESTONE -III-III-III COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 12 TYPICAL SIDEWALK SECTION C 7 J NOT TO SCALE 1.5" OF SM-9.5A 2" OF BM-25 -6" - VDOT #21A BASESTONE - COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION STATISTICS: Average = 1.3 fe Maximum = 10.1 fe Minimum = 0.0 fc SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM iNek, 4?T 83 3��s1z3 �w� MINOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.13 REVISION: FILE NO. 20.005 LIGHTING PLAN & SITE DETAILS C61 NUI IU SUALE 14 E CD Ji k7 a 4" a 4 \ 4 to 4 4 a 60 20 4� \ II 4 60 1 4 24" TORM 2. o \ 0 c9 � / I Al \ OHI i _ ---�STORMTECH BMP #1 C7 SCALE: 1"=10' I cV VAR ALA n 7 J I \ \ I \ I I A02 .•• ••• 680 yp IR-R- .:_.�.ar.�.._p C • 670 ■■ 4 C.S.J6�r'II ,- 660 655 per_ . • . - .• INV. UlLJ .1HOPdi2R� •• • �I_1SaO M4.i)<OR V 645 ON cll. n, 2 ) STORMTECH BMP #1 PROFILE c SCALE: 1 "=20' PRECAST 4" CONCRETE WEIR TOP=657.50 TOP OF BASE PROVIDE REINFORCED WATERTIGHT — 5�0 CONNECTION TO STR. (60" MH-1) 3.50 10" ORIFICE W/ DEBRIS CAGE INV. 655.83 3.5" ORIFICE W/ DEBRIS 2.67 CAGE BOTTOM @ INV. 654.83 MH INV=654.83 5-� WEIR A2 DETAIL C7 .:• 680 = 7o • _ {�7 . • Y 0 - .. �A f��l ■�I�n wnPF ©©An,; �C-74Q • • HA • o .a- 31640 .•. en . •• • • :• 6 STORM PROFILE Al -A2 C7 SCALE: 1"=20' 3 ) IVI/AINHULL /AL UL /AIL C7 STANDARD VDOT MH COVER STAIR WEIR`' 3" ORIFICE W/ DEBRIS CAGE MANHOLE DETAIL (TYP.) .. 690 :• 680 • • 670 .• ri 660 ul 650 650 7 STORM PROFILE A3-A4 C7 SCALE: 1"=20' SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGIMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U Nw-431 v is 83 �0 3�i3123 MINOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.13 REVISION: FILE NO. STORM PROFILES & DETAILS 20.005 C71