Loading...
HomeMy WebLinkAboutARB202100051 Plan - Approved 2021-09-29LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE - ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY - INDEX CONTOUR INTERVAL CONTOUR 311.5 x x m SPOT ELEVATION 311.5 TC x x 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 WETLAND TREELINE X X FENCE UTILITY -0 UTILITY POLE m m 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 O O WATER METER 0 0 WATER METER VAULT FIRE HYDRANT A FIRE DEPARTMENT CONNECTION GAS cAs GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE - GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER/DEVELOPER Annamae Holdings LLC 1514 Ballard Drive Charlottesville, VA 22932 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434)227-5140 ZONING DCD - Downtown Crozet District SP202000015 approved on January 11, 2021 Overlays: Dam Break Inundation Zone - State, Entrance Corridor, Flood Hazard Overlay District, Water Protection Ordinance, Scenic Byways SDP200900085 approved on 8/27/2009 and minor SPA SDP201700023 approved on 8/1012017 MAGISTERIAL DISTRICT White Hall SOURCE OF TITLE DB 3613 PG 454 DB 321 PG 363 PLAT SETBACKS Per approved SP202000015, setbacks are provided as follows: PRIMARY BUILDINGS FRONT MINIMUM: 1' FRONT MAXIMUM: 10" SIDE MINIMUM: None SIDE MAXIMUM: None REAR MINIMUM: 0' REAR MAXIMUM: None 'Up to 20' with administrative modification BUILDING HEIGHT Maximum building height in DCD: 50' or 4 stories Proposed building height: 2 story building addition SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary& topographic surve provided b : Y P Y Lincoln Surveying, December 15, 2020. BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO229D), this property is located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Lickinghole Creek Water Supply Watershed. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be toddled 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 with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When workingadjacent to existing structures poles, etc. the contractor shall use whatever methods that are necessary to 1 9 , P rY protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines sanitarylaterals and sprinkler lines must be visual) inspected b the Albemarle Count Building P Y P Y Y 9 Department from the main to the structure. 13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI A117.1-09. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve." 15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. 16. Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact VDOLI for their additional requirements and permits for demolition projects and 540-562-3580x131. 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' GRANT WATLA NU PARA BARGAMIN PARK Tz (i) © 0 m,ee Nrn_ned Rd ' �Rd ROUTE 240 s' R E A THREE NOTCH'D ROAD J r�,d ;, .• n � n ti I o E VILLAGE Crozet Park Ve °tn V Community Building r SITE n 4 Z0 Claudius Crozet Perk Q e, ROUTE 240 CROZET AVE s : rozet Park &root r4,: r -1�1,ynr'bo'ao f 7The lodge at Old Trail 0 s 5 F e ^OLD TRAIL w, p4 The Summit O Ar:;W r,n' Hrml-: 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 tft .'ARK VIEW WHITE OAKS lull,, Emil �9 w BROOKWOOD SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERINCCOM ���ALTH OF G O O TTTSTTT�. HTMP Y .IV45183 ► � 0k' IO NAL 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 Approved MMM 9/29/21 20.005 C1 RESOLUTION TO APPROVE SP 202000015 ANIMAL WELLNESS CENTER BE IT RESOLVED that, upon consideration of the staff reports prepared for SP 202000015 and all of their 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. tr* 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 held on February 3, 2021. 3. Clerk, Board of County Super�v' ors 4. Ave Nay Mr. Gallaway y Ms. LaPisto-Kirtley Y _ Ms. Mallek _Y _ Ms. McKeel Y Ms. Palmer Y Ms. Price Y RESOLUTION TO APPROVE SE202000022 ANIMAL WELLNESS CENTER NOW BE IT RESOLVED that, upon consideration of tine staff reports prepared in conjunction with the special exception request and the attachments thereto, including stairs supporting analysis, all of the comments received, and all of the factors relevant to the special exception in Albemarle County Code §§ 18- 5.1.1 1 and 18-33.49, the Albemarle County Board of Supervises 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. 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 recorded below, at a regular meeting held on February 3, 2021. Mr. Gallaway Ms. LaPisto-Kirtley Ms. Mallek Ms. McKee] Ms. Palmer Ms. Price Ave Y Y y Y Y Y Nay Clerk, Board of County Sup sons SP2020-15 Animal Welhless 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 Shinlp 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 "finure phase/development" • Location of the parking areas • Location of the outdoor animal exercise area Minor modifications tothe 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 department, a parking lot may be permitted in the location of the existing drainage channel located within the Albemarle Comity 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 § 15.2-1800(13). 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 Shinnp 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 tine 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. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �O U JUSHIMP a Inc. 45183 I — I A O, 4V K'VS'IONAL MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: 2021.07.15 [ARB] 2021.08.02 [ARB] 9111110111►[61 20.005 APPROVED SP2020-15 CONDITIONS Approved MMM 9/29/21 C2 TMP 56-A2-01--46A CLIFFORD H FOX JR ZONE: DCD POL X � TMP 56-12 SAZ, LLC \ D.B. 2898 P. 215 D.B. 1671 P. 603 PLAT 30' PRIVATE SEWER EASEMENT D.B. 3985 P. 642 ,I,,TTTTTT7--�\, I \ ry9 N1 gR \ 11 cceSSIBMANNOSE \ TMP 56-11 \ I CejA' Op�FR7- \` (,p S COUNTY OF ALBEMARLE �` \ PCA/N DB 3830 PG 168 I� DB 1671 PG 603 PLAT \ DB 367 PG 155 PLAT ZONE: R2 RESIDENTIAL I `\\ 68^.23 USE: FOREST I 5.51 AC / 7D / �APPROX. LOCATION OF EX. FIRE HYDRANT TMP 56A2-01--6 D.B. 4024 P. 567 TMP 56A2-01--6 R&H PARTNERS, LLC DB 4024 PG 567 DB 4079 PG 391 PLAT DB 367 PG 155 PLAT DB 255 PG 175 DESC. ZONE: R2 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL 8.08 AC SHIMP ENGINEERINGh LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM p,LTH �O U JUSHIIP a IT 45183 K�'VS'IONAL E�mjyoo O� MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: 2021.07.15 [ARBI 2021.08.02 [ARBI II 1 II I FI \ FILE NO. 20.005 LANDSCAPE LEGEND \ il. EXISTING CONDITIONS Approved CALIPER / SPECIES / CROWN SPREAD \ r � � 30 0 30 60 90 MMM 3D W6 EX: 3" CAL. / DOGWOOD / 6' CROWN SPREAD m m m m m m m m m 9/29/21 \ I`1 Scale: 1 °=30' C3 POL \ \ \ SSMH \ \ 660.59 PF \ -o. z A � a/ \ s9� Q \ �� 12 I RVROUTE CHA�NEL USt G -4ATURAL DES GN Cal E TS I \ I I \ \ \ BM 2: ADS STORMTECH I I I \ ) \11 \ \ \\ \ ISOLATOR ROW I 1 E-ROUTE NEERp (24) SC-740 CHAMBERS 5g CHANt EL P R DETAILII IN 3.5 ' #57 VDOT STONE`�\-- ` BOTTOM OF STONE=653.00 8 CHAMBER I VERT=653.83 ,/ // / I ` „z_ A TOP OF S NE=656.83 —cSg' c1 _ COORDINATE-38.066787, I(� I 59 -78.7 75 (/ I 'f' o' COO \ \ 59 75 I I 56.08' TT I � o � _ 65' ca I II I 1 a _ 5 y�.o A3 w'o\ /7RATE 4.0% g 1 — awV V UT: 67.� � \ SSMH / I; I I / �: 1 � I \ .'j-' \�-� --�— — _ � --� la+u\ / �p OZ 655.21 a I /O� I A Y �I A I F N� g6 0 1 /1= I Q ,I BMR1� ADS STORMTEH �" / \ & IS'OL-ATOR ROW �°w / 9F N oz n ^ o / a y Vo r / �(24) SC-74�0 C� AM6ERS vn v \\ m I I'b. o o 1 .-I \--- IN33' # VPOT $TONE / �/1/ BOTT y��F STONE�65400 \ N m I �I o�� b` \ I `3\ `O �� CHA E,R II�{NERT=65 83 ' ' \ Z \ \ w v`Oi�o / / m I o / ¢i I TO'P QF SXONE�658:33 z� i c^ - io- CObbRddINATES: $8.06'662 Z ro / - r wm 6 I 12�— / /_ 7' y O \ n w _ / / 78.70362 i / / SSMH acciss� ., �z.o, 1 0 �a 679.38 � �� i \ Q Z� \ / \ a •1' � � iPc ` '� \ 4% � � // / / / � / / / OF/RO DE FC`ATI � SHIMP 631 ARIN( T� �CO MENT oGEI'ryI Ii r9. I/54 Ir(////////// //////�////// /� /////// // ENGIN94 Q5 LAND PLANNING REERIENG \ \ x OJECT MAN 2 D' 4` S \ /'. \ CD 1 �� MMM - / / / / / n / / / APPROX. \ ERFORA7ED P `srn I, ( - 24" I \ I / / i / / / l° / / / /�CA NEV✓20W1 / o LOCATION OF NOOUigSI5H0a J I / AE�,SEVE` � IVSTORM PRIVAT \ I I 24^ ac E / / / // / a \ i x 6, L a 's / / / / / / / .- EX. FIRE i / / 912 E. HIGH ST. 434.227.5140 \ I S I ALL LATERAL \ STORM// HYDRANT CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM GPS-1O4 \ SSMH 6 656.09 L75 II 1 S MHH'MARI� I \ \_.. \ `b / om ALTH O 66h58� E OUTFLO �gg OU7655�.48 \ Al NEN N G \ SSMH D. \ 2 J ✓ \ \ e. 3s8 gp�9gSEMEa \ \ \ \\ \ \ \�\\ \ \/. \ I\ to w v TLTS RHIMP a 656.74 / SSMH �\\\ \ oxu \ \ \I\ ��\\���/ y\"o /vZ ?'JL+1�.4J1g3 \U I. J\ 30' PRIVATE SEWER I \`` `o _ o�,6�a�u\ S�HI71 / O EASEMENT 30, (- gg64.7 a I O / D.B. 3985 P. 642 / — — — � WSq SEWER EA \ \ i I�I �fll Ej6 .6-'IV \ 4 /\ 656H2 ` \ .B. 83g P, 1>3 EM ENT 6SSMH 58.351 ift 0 30 I a .� \ I J / \ /I'�CCESSB fgNNO(E lNV \ \ \ II O 6 0 I m 5 A5 !� N FLOOD I MAJOR SITE PLAN AMENDMENT 4 21 I HDPE 6� / SSMH ANIMAL � e � �5 68L23 R 4 0 � WELLNESS —' TA s I OR CENTER FFE I �'I � � As s � � I IV1 PRVAT 660.44 a 6 0 53 �\ I �� / �� s� I1 LTA I \\ / I 7 I EWER ALBEMARLE COUNTY, VIRGINIA o � W \ I 6 4 , , X 67 �� \ SUBMISSION: I 60 I � 1 .1� / � � LATERAL 6, 6 D 25 I g I / / / s� B R A L L A T STR B Q 2021.03.22 O / � � 2 5 8 REVISION: ° 24.14, I 3 p 94 55 �\ 2021.07.15[ARB] I I I 4 — s I / , / / / 2021.08.02 [ARBI 4 A T I R/SE �Es �� / ♦ 75 E R / L 8 / R \ \ 24I„ FILE NO. -RAL -STN ' I -►` 99 20.005 2 58\ QRM WEIR C-0 RAW L GRADING & UTILITY PLAN p 2 8/ \ I A2 LA I I. I 3\55 \ & STORMWATER PROFILES I TE OUTFLOW LO E) G P S— ( \ I \ � Approved 6 9.43 10 0 10 20 30 10 0 10 20 30 MMM 9/29/21 Scale: 1"=10' Scale: 1"=10' C4 0 O z W D fT1 � J / TREE PROTECTION FENCING \ / �12W L 126 R21P Cp I I1 I I \ EW TR E I'N� \ \ 16\WA��30 —x tx \ 4WAL6 \ E—f OITfE NGINE \ \ CHAN EL P R DET IL 144L30 �\ \ / I V ' I L- I a . j I CC) 1 @ I \ J V p� I / / IA / 1 / a / • 1 ■ ■ ■ ■ ■ PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING 2X ROOTBALL DIAMETER DIM FFE 660. IOWAL21 18WAL35 PROPOSED LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity 10 SF Canopy Yrs n 10 rs in SF OLarge Deciduous Tree Ginkgo biloba 'Magyar' "Magyar' Ginkgo 2.5" Cal. 7 21 84 588 @ Large Deciduous Tree Platanus occidentalis American Planetree 2.5" Cal. 2 47 1253 2506 Large Deciduous Tree Quercus robur "Fastigate" "Faso ate" English 9 9 2.5" Cal. 2 21 14 28 Oak ♦ Large Deciduous Tree Acer rubrum Red Maple 2.5" Cal. 2 30 397 794 V Ornamental Tree Magnolia x soulangiona Saucer Magnolia 6-8' Ht. 2 17 145 290 Evergreen Screening Viburnum utile "Conoy" "Canny" Viburnum 24" HE 21 4 18 378 Shrub TOTAL SF: 4584 14A%113 0% A3 \ -- — I ° TREE 2Dw, I I PROTECTION 4w \ 1 —66 FEN CTNG I /I z w6 o% S C30 1 12DW6 3 %i'u / � _ 1 J t0� 6S Cl �;; / J I / / 2DW6/ I d W6 /NEW120X, 6 15 AC5A EASE � 3DW6/ / �SYc1q 6 AP \ I OHIJ A N V •off � oHu o / 14wAL35 \ oHu \ \ \ \\ \ \� \\ @ \ U HU Hu` Q U CHUIss EO @ OHU _ 11 I �ra H o /oH oHu' \ I I c \ ()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. SHRUB PLANTING — SECTION SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2'1 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. � �\ �L�\� 3X ROOTBALL DIAMETER DIM r_2�)TREE PLANTING DETAIL 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. 20BA(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.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) SHALL NOT APPLY TO PARKING AREAS WITHIN THE DCD SEC. 20.B.5(B)) TREE CANOPY: SUBSECTION 32.7.9.9 OF THIS CHAPTER SHALL NOT APPLY WITHIN THE DCD ENTRANCE CORRIDOR STREET: LARGE SHADE TREES, 35' O.C. W/ INTERSPERSED ORNAMENTAL TREES EXISTING TO REMAIN: 3 SYCAMORE TREES PROVIDED: 2 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: I 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. Connly of Albemarle Conservation Plan Checklist To he placed on I andscrI Plans (Handbook pp 111 28J 111 297 for complete to specifrcanr m) I. The fnlh tin acres shall b shown the I , 0 Tr o aed r+a t t� y i'- U 0 A Lun' e t. nl clearing (out We forbore f t Ire be see J) ytny e ❑ L, tie n and 1yp of p is live I nuns a '. d -. a ❑ (;.dc Jiangrequiring tr v ,It, r ell ❑ I'mpusrd trenching or mnneling beyond the I'mSisortie rung a•.? ; °"52z .p a - p AT d- 2. Varbnes a 0 All tree, to e sin-sd. hall be market with paint or ribbon al a height cl ly .Ible to equipment operas 0 N, evading 'hall begin until tine tin marking ties been inspected and appm,ed by a County Inspector. 71• '. 3. Pre-constellethin Conference 9 Tree preservation and protection measures shall be reviewed with the contractor on site. J Equipment Operation and Storage ` 0 H ,y ptipmcnL, I'tl' tra(t and aomgi, of omimdion...atenals including soil shall not bepennittedwithin thedriplinesahrees rT It, hso, ed. F.YP a5 Snil rotation .1sornmater Detention Devices i✓] Such d -ices shall not ad,ersely affect hers to he vned. Fires: ❑ I'Ycs art not permitted within 100 fret of the Jnpl'ne of trees m he--vaceJ. ENµ7, r � 7. Tosic Materials: TII et : hall not be stored within 100 feet of the critic, of trios to be saved. SHIMP B. Protective Fennnene 0 Trees In he retained within 40 feet of a prop oud build o g or adin, activityshall be protected b favcm • P P b g 6P b pi 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to goading or con smralna t k LiL+ Tire Wells: .„t ❑ When the ground le,el 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 fbrapponaL 10. Tree Walls: ❑ When the ground level most be lowered within the dripline n tree to be saved, a tree wall shall be provided; and a co simcnan detail 912 E. HIGH ST. 434.227.5140 submitted for appror:d. CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 11. Trenching and Tm ehne: ❑ Vi hen trenching is required within the limits ofccurring, it shall be done as far away from the (ranks of trees as possible. Tunneling under a large tree shall be considered as an attractive when n is anticipated that necessary trenching will destroy feeder roots. 12. IcC 0 Po gale Icncing shall be the last items removed during the final cleanup. Id. Duma ed Tree.: Ell Damaged trees shall be treated inumdiatclyhy pinning, fcnilimlion or other methods recommended by a tree specialist. �r ALTH QF NOTE: ITIS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION '� Y REQUIRE\IEN7'S.O 5 is zort o OWNERSCiN ERE UATE ~ �, s x45183 WHASER SIGNATURE (DATE) 5/t/06 Page 1 of 1 I ��SSIONAL ORIGINAL SLOPE SHOULD PASS MAJOR SITE PLAN AMENDMENT THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL ANIMAL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN WELLNESS LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR CENTER WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN ALBEMARLE COUNTY, VIRGINIA THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND SUBMISSION: DEPTH SHOWN. 2021.03.22 SLOPE AND ROUGHEN SIDES OF REVISION: LOOSENED SOIL. 2021.07.15 [ARB] 2021.08.02 [Al ORIGINAL GRADE EXISTING SOIL 3X WIDEST DIMENSION OF ROOT BALL @TREE ON SLOPE @ 25% (4: 1)to 50% (2: 1) C5 Not To Scale 9I1111IN►[6l LANDSCAPE PLAN Approved MMM 9/29/21 20.005 Not to Scale Not to Scale +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 +u.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 +0.1 +0.1 +0.2 +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 + .0 0.0 0.1 + 0.2 + 0.1 + 0.2 - 0.4�-�.6� �F-- + 0.5 --I- - 0.3 0.3 - _U - 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 + 1.8 + 2 + + 2 .0 4.5 4.0 4.1 + 4.8 + 4.8 + 3. + 2.4 + 1.4 + 0. 0.3 +5+ 0.1 + 0.0 t 0.0 + 0.0 t 0.0 + 0.0 + /77 +0. +0.8 +1.5 +2.2 +3 + .3 .8 4.6 4.0 +4.1 +4.5 +4.3 +3. +2.3 +1.5 +1.0 +0�6 11I +0.2 +0.1 .0 .0 +0. +0.0 I +1.0 +1.8 +2.3 +2.9 +3.7 +4.0 +3.9 +3.8 +3.5 +3.5 +3.3 +2.7 +2.1 +1.5 +1.0 +O.q +0.3 +0.1 +0.0 + .0 .0 +0.0 5 , 0.5 +0.2 I 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 +0.7 +0.1 +0.0 +0.0 +0.0 +0.1 +0.2 T, P.3 +1.6 +2.7 +3.1 .,5 + .9 .4 4.7 4.4 +4.1 +3.8 +3.6 +3.4 +3. +2.5 +1.9 +1.1 \�� 0g.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 R.4 +0.1 +0.1 +0. +0.0 +0.0 +0.1 +0.2 P.4 +1.5 +4.6 +4.5 +4 + .9 +3.0 +1.5 +0. t +0. t + 0 +0.0 + . + . + . + . + . +7.15 + . + . + . P. A-6 @('2"(0 $ /)+0.4 0.0 + .0 +0.1 +0.2 b +13 +4.7 +3.7 +3.5 _ C . +6.5 +10.1 +8.8 +4.8 _ +1.6 +0.2 +0.7 +0.1 +0.0 -2@12' 0.0 +0.1 +0.1 P.4 +1.9 +3.9 +3.2 +2.4 1.3 0.7 cZ�e415 +0.3 +0.2 +0.1 +0.1 +0.0 +0.0 1 � 0.0 +0.1 +0.1 0.6 2.1 +3.1 +2.7 + 2 +1.2 +1.0 +0.4 +0.3 +0.1 +0.0 +0.0 0.5 0.0 +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 +0. +Ot l 1.8 2.4 +2.6 +2.3 +5.9 +3.5 +1.8 +\ .8�.5 + .2 +0.1 +0. t +0 _1 4 3.0 3.2 +2.7 +2.2 IL +9.1 +4.7 +2.0 +0.9 I 0.3 +0.1 I @ 12' +0.1 + 2 I0.4 Tj 4.1 4.0 +3.0 +2.1 +8.3 +4.3 +1.9 +0.8 +0.3 +0.1 +.0 +0.7 +.2 0.4 T 40@20'4.0 +2.9 +2.1 +. +.9 .6 +3.8+. 25 15 +. +./ 0� 02 +. 01 +. g +5.16@+2.6 +1.5 1. +3.6 +�@1+ +. +. 10.5 / +.0 +0.1 .1 P.2 3.0 3.1 +2.5 +2.0 +1.9 +1.6 +1.1 o +.1 + + + + + + ] qlaar /f).5 y0.0 0.0 0.1 +11 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.� .3 +0.1 +.0 +.0 0.0 1 +0.')tO.5 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 +.8 I �1.5 T++ir 0.2 + 1 \ +.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 +0.9 +0.3 +0.1 +.0 +.0 +.0 +0.1 +0�.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 ] +0_7 +0.3 \ +.0 +0.0 +.0 +0.0 +0.1 \+0.8 ,�1.4 +0.8 +1.3 +1.9 +2.9 .3 4.9 4.7 +4.1 +4.2 +4.9 +4. +3. _j 3 +1.5 +1.0 10O. +0.2 +.0 +.0 +.0 +.0 +.0 +0.1 +0: 5 +0.6 +1.2 +1.8 + 5 +0.9 10.4 .2 +.0 0.0 0.0 F + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + '-0.z- + -U.3_ + --8.� �.�0-5-0.2- + + + .3- `- -$.2� + 0.1 0.1 + + 0.0 + 0.0 + 0.0 + L 0.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +0.1 +0.1 +0.1 +0.1 +0.1 +.1 +.1 +.1 +.1 +O.t +.0 +.0 +.0 0.0 y0.0 +0.01 0.0 +0.0 +.0 +.0 +.� +.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 +.0 +1 +.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 SLD LIGHT ecf-s-321-365-ww- 1 Absolute 1.00 40.00 0 3000K CCT, TYPE 2 OPTIC, No Shield ARRAY(S) DRIVEN AT 365mA g2-2.ies o B 6 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. Site & Area CMGARDCO =' `� EcoForm R. 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.No: Type: Lamps: city: Notes example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY ECF-S ECF-5 32L 365 WW-G2 All TVW2 120 12DV DO 0-10VE1demal IMa3 MB Fudrlg Square Pole Textured EcoForm 32 LEDs 365mA Warm White Arm Mount 206 208V dimming(byothers)4 Integralw{th Phorocolltrol n Single Adapter all Black 2Type2 site and (2 modu 530 300000CRI (standard)' 2-90 Rotated 240 240V DCC Dual CircuitControl'x° #3 tense Buttons' (40, 277, 347VAQ' included in WIN White area. 53OMA Generation left 90' 277 277V FAWSReld Adjustable IMRI7 TlRDS F2 Double standard BZ Bronze The MR 700 111 2-270 Rotated 347 347Y Wattage Selector Integral with 8,240,480VAOI product DGY Dark Gray 70OmA Neutral White 10110WIng right 480 480V SW Imerfacemodule #71ensa Receptacle TB MGYMedium Gray lA 4000K, 70CRI mounting 270. UNV 120 277V forSiMWise' Snne PoNMount Fusing Terminal Fn Single 1050MA Generation kits must (50/60H4 LLC Integral wireless TLRD7 Block- CuyonNr WedgedB 12A be ordered Type3 NW 347-480V modulelue Twist Lock (120, 277,347VA0' pop 3Type3 RAL Specify 1x10mA CW G2 separately (50/6OHz) L BI-level Receptacle FP2 Double Round Pole Cool White (See 3-90 Rotated fundionahi 7Pin (208,240,480VA0 Adapter optional tional 48L 900 5000K.70CRI attessones) IeR90' (fitsto3'- oolorn L 48 LEDs 900mA Generation DyeDimmer. Automatic TLRPC FP3 Canadian gue: RAL7024) (3 modules) 1A SF 3-270 Rotated ProfileDimming Twist Luck DoublePull(208, 3.9'0.D. CC Custom color IOSOmN Mounts Zip Receptacle w/ 240,480VAC)' palely (Must supply CS50 Safety 50% 1.0 Dimming.7houn4' Photocell ae Surge protection HIS color chip 1200mA (fits tot'/e' �i4 CM50Median 50% Dimming. (10kA standard) Internal forrequired O.O. tenol0 Bhound Housing fadaryquote) 4TL'Oe4 SP2 lncreased20k 64L 900 WS 4-90 Rotated CS30 Safety 30% Side Shield" 69 LEDs 900MA Walimourd ieN90' Dimming,7hoUM4. (4 modules) IA with surface 4-270 Rotated CM3OMedian 30%Dimming, IOSOmA conduit right 81hours- rearentry 270' permitted Types RAM Retrofit arm 5 Type mouni SW Type SW AFR Auto Front Row AFR-90 Auto Front Row, Rotated left 90' AFR-270 Auto Front Row, Rotated right 270' 1.BL-IMRI3lmfulpped with out -boarded sensor housing when 8. N,tavenableln3470r48OV 14. HIS not available with Type 5 and 5W optics. voltage is HVU(347-4BOV) 9. Must specify Input voltage. I& Not available with DD. MC, and FAWS dimming control options. j' 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. Not mailable arm DD, DCC, FAWS and LLC dimming control 3. Limited to a maximum of 46 degrees aiming above horizontal. with other control option.. options. - - - - 4. Not avallable with other dimming control option.. 11. Notevsllableln4SOV.Orderphot... 11 separately with TLRD6/7. 17. Must specify a motion sensor lane. 6. Not available with motlonc 1. Not available with DCC. S. Not mailable with photocontrol. ntrol. 13. Not mailable with SF and WB. RPM provided with black finish 7. Avall•ble only in 120 or 2M. standard. ECF-S_Ecol'orm_aree_small 06/20 Pagel of 8 i :'• Nlr( UUr g(ga L • �L q s rune PREMIUM STATISTICS: Average = 1.3 fc Maximum 10.1 fc Minimum = 0.0 fc SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Gardco LED wall sconce 121 offers distinction through its styling, powerful Project: optical design, array of distributions, and impressive selection of control Lccatlom ALTH possibilities. Designed to add an element of style to your application by Oat.N,: �� pairing straight lines with rounded edges, the form of the 121 is timeless, yet 0S1 contemporary, and will complement a wide assortment of architectural styles Type' and designs, while delivering high light levels and functional distributions. Lamps Gty: 121 sconces are available in Type 2, 3, and 4 distributions, and provide output Notes: U a of up to 12,400 lumens. Energy saving control options help to increase energy JLTS HIMP savings and offer California Title 24 compliance. Emergency Battery Backup .4 183 option available for path -of -egress and is integral to the luminaire. �-'IVlylo AL ECG Ordering guide example:121-32L-700-NW-G4-3-120-BL-IMRI2-BZ 12t 16L 16LEDs 200 200mA o OW-G4 Cool Whit.5000K, I 2 Type EBPC Emergency ONV 120-277V 121 LEDwallseance (l module) 400 400mA 70CRI Generation 4 3 Type Battery Peck HVU 347-480V MAJOR SITE PLAN AMENDMENT 630 53OmA NW-G4 Neutral White 4000K, 4 Type Cold Weather ''o 120 120V 700 700mA 70CRI Generation 4 Lee" blank to omit an 208 208V 1000 1000mA 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 530MA 80 CRI Generation 42 $47 347V (2 modules) 7OOmA BW-G4 White 3500K 480 480V 100 1000 1000mA 80CRI Generation 42 SOCRIBalancedGeneration WELLNESS AM-G4 Direct Amber(590nm) Generation 4 2 CENTER ALBEMARLE COUNTY, VIRGINIA DD 0-1OVExternal dimming (contrelsby IMR12 Integral with #2lens 'a FOB Photocont,.IBcttanr' Fusin, Tortured others)I IMRI3 Integral with #3lens 'O F7 Single (120. BK Black DOC Dual Circuit Control' a°' 277,347VAC)' WH White SUBMISSION: FAWS Field Adjustable Wattage 46 F2 Double(208. 240, aZ Bronze SW InterfaceModule for 480VAC)° DGY Dark Gray 2021.03.22 SHOWlc 4 F3 Canadian Double MGY Medium Gray LLC Integral wireless module 4''42 poll(208 240 BL BI-Ievelfunctionary with motion sensor 11 480VAC)' CustomersoeclRed REVISION: RAL Specify optional QynaDimmer Automatle Proale Clearing 47 Suro°Pr°t°etl°^ OOkA mndertll color or RAL (ex: 00-WP or 2021.07.15 [ARB] CS60 Security 50% Dimming. 7 hours SP2 Incraeaetl 20kA OC-RAL7024 ) CM60 Median 50%Dimming. 8hours CC 2021.08.02 [ARB] (Musts pply color chip for required C330 Security sot%Dimming, 7hours factoryquote) CM30 Median 30%Dimming, 8 hours ' Only 16L up to 70omA can be used with battery 4 Not available with other dimming ° Available with two modules (32L) at 530mi backup (EBPC) configuration. control options. la Not available with CD, DCC, and FAWS dimming 2 Extended lead times apply. Contact factory a Not available with motion sensor. control options. for details. a Not available with photocontrol. 11 Available in 12OV. 277V. or 347V. a Available in 120V or 277V only. 7 Not available in 347 or 4801 13 Must specify a motion sensor lens. FILE NO. ' Must specify Input voltage. t2 Not available with DCC, FAWS, SW, and LLC. 20.005 LIGHTING PLAN � 0 C& 121-LED-wall-sconce 05/20 of 5 t9'rAY Pagel r �L 20 0 20 40 .0 Scale: C=20' Approved MMM 9/29/21 C 6 B-1 �9 / SNIPE TO ELEVATION CE MID-POWEE OF LARGEST PIPE. - SNIPE TO CONTOUR OF PIPE I I I I I I 9 SLOPE TO DRAN TO INVERT OF SECTION A -A CUTLET PIPE TRECSIDON BETWEEN RPE DIAMETERS wHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES aF PIPES ME ENCOUNTERED. e IN 1/ / / NOTES: SIPPING OF MANGLE AND ET INVERTS IN ACCORDANCE WITH \ THIS DRAWING B TO APPLYINSTO THOSE STRUCTURES INVERT PLANS WHERE NVpiT OF PPE IS MOVE INVERT OF ON�OF ` 1 TOPE TO f IN TIER CEOR / PIPE MANHOLE O A DROP CLEF IS B BE FORMED AND SPECIAL WITH •AS LE STANDARD OR SPECVL DRAWING. DRAWING. AWERT THE AVERT AGENT AS DETAILED HEREON IS TO CONSIST 3 A T SHAPING DEEM I CEMENT CONCRETE MIX TO C1A55 AT OR / / n 4J CLASSPORTLANDcl. COMM GG CLASS CL EXCEPT THAT MID OF OARSE TOW, BROKEN W TO 4• IN DIAMETER ND CONSIST DE STONE, BROKEN HECK, EN IC CONCRETE THE / t�-1}: n:(.::. A[. BROKEN CONCRETE OR BROKEN BLOCK. SURFACE II '''t ll ' SHALL BE LEFT SMOOTH BY LEANS OF HAND TROWELLING- NONE K THEAL COMM AGGREGATE SHALL EXPOSE � �,,,.. DETAILS OF AVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH ARMHOLE OR DROP (NET IS TO DE SHAPED INDIVIDUALLY TO BEST FEETHE PARTICULAR INLET AND CUTLET CONFIGURADON AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES XVDOT METHOD OF SHAPING ECIFIC SPr�".2 ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE Ipg,pp VNGgA OFPMTMF2IT OF TRANSPORTATION VDOT: STD. METHOD OF SHAPING 1 MANHOLE & INLET INVERTS C7 NOT TO SCALE V r COVER A L ' ❑ ❑ `\ CONDITIONS A "Cl ❑❑❑ ❑❑❑1),A 5 N T ❑❑ ❑❑ LETTERING Ew.,. T. ❑❑ OPTIONAL R 0❑❑❑ ❑❑❑❑/ \\ ❑❑ ❑❑❑MA1:10 11 APPROX. WEIGHT PLAN AOP ZT. DAL SECTION A -A } %. MAGHMED 24Y." CIA. r COVER B 22%" DAL- TRAFFIC «� 0 ❑' ❑ :- CONDITIONS IN 20- DA Yi' R A � L� F L.-LL.J 011 J LETTERING LE T T'� O LJ 1R ,A�-�T, I_�•-I� ❑.i� � ❑� 24" OA 33" DA 1L-III lL-JI \ ❑ LJ' lJ ❑ ty / _ NIA NwFN)x. WEIGHT ❑� D -' COVER 05 LBS. FRAME TOP EITHER COVER A OR B WAY BE USED WITH FRAME. AFFINK WEIGHT 22" OA COVER 170 LDS. ± x yy 1 N MAT... SECTION A -A SHEET 4 OF 5 STANDARD MANHOLE FRAME AND COVER L2" 1p2 VIRGINIA OEPMOFSP TMENT TRANORTATION REV.)/02 KH8.04 VDOT: STD MH FRAME & COVER NUI IU KALL tiEE STADARM T-I FOR APPLICABILITY OF SAFETY TABS. B STANDARD MH-1 NOTE+ 1 iXAE •COVER THE TCP DE MASONRY IS TO BE LEFT L MADE NTLY LOON TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO CRAPE S THE USE y MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. ' �-= KI l.0/1 WRWWIWWIWRR YA 45' HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVE01 BRICK CONCRETE NOTES L OUMTRES SHOWN ME FOR MANHOLE WITHOUT PIPES, THE AMNAVE DISPLACED BY PIPES MUST BE DEDUCTED TO TITAN TRUE DUMMIES. 2 "CCRTE WAS S� IN CWAVE CONCRETE M 3. INCREMENTS TO BE ADDED FDA EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE MOCK. 5.IF BLOCKS ME USED THE MINIMUM TNCNNE55 OF SAME IS TO BE 5" OTHER THICKNESSES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. a. ALL CONCRETE TO BE CLASS M. ).WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING MI) PLACNC ALL MATERIALS INCIDENT& TO THE SHAPING 15 TO BE INCLUDED IN THE BIDPACE FOR THE STRUCTURE. •PECIFCADON NIFEHENCE VIA MANHOLE FOR 12" - 48" PIPE CULVERTS RCM MO BRIDGE STANDARDS ... VIRGINIA DEPARTMENT OF TRANSPORTATION REVKTCN DATE 1 SHEET I CF 3 0412O tp6.01 TABLE OF OUANDilES DEPTH BRICK MANHOLE CONCRETE MANHOLE SRI" CONCRETE CONCRETE FEET THOUSANDS CU. YARN CU. YARDS ♦ 0.5 0.785 1,437 5 0.7 0785 7699 6 0.9 0J85 1.96, LO D.)SS 2.223 e 1.2 OJ85 2A85 9 1.4 0.785 2.747 0 L6 0:785 3,BOB 11 f.9 9.9>0)0 3 455 12 2x 0.9 ].817 IS 2.5 0.9T0 1.129 t4 2.B 0.9)O 4.541 15 3- 4 90] T.3.4 I p.e)0 5.265 q 4.D1 1473 1 6.032 INCREMENT 0.45 0.552 ]�)VDOT: MH-1 DETAIL C7 NOT TO SCALE DI-3A 3B, 3C EXPANSION KEYED FOR DETA13 OF INLET JOINT COAST. ISMS 0 GPPROppAEECpoH EXPECSMN JOINT 3'-10" SEE STANDARD FRAME & COVER BACK �BKK OF SIDEWALK j JOINT eM O " GUTTER GUTTER ISMS C a^ •' Y' UT �J '" •n - B. T. BIBS C BM C „ - SUBBASE \ f ARSE f BARS B n = a2 _ _ _ CARDHARE l z S F WEEP E. N Wow SEE NOTE a I NOTE S55E 6" 6" 6. MN. PLAN SECTION A -A NON. MAXV. 10 MM' r KEYED COAST. JOINT �A L-VMIMLE - MAX. 2O' •_ WARPED GUTTER I 2-0" {8' Y-8" ra B" 3'-0' 2" NiN B #3'-0" GUTTER M wa ______ __. �•'B6Rs c BARS F BARSyB °•3" DIAMETER n S EWEEP NELE FRONT ELEVATION BMs f a•' S B (GUTTER REMOVEDI 1/" 5x'/.- BENT PurE • SECTION B-B L Ra: TYPE A NOSE DETAIL SH&L BE USED WITH CG 3 & CG-) STANDARDS. - L2 2 /2 / /{ Fp cuvANrz(:D TYPEN i H WITH STANDARDS, ILh B NOSE DETAIL SHALL BE USED CC-2 8 CG-6 S D D5. TAPE'' TYPE B TO X 4" RO STEM CONNECTOR WELDED CONNECTER PLATE FOR TYPE A TO BE BENT ON M 'SET SHEAR 89. 30' TO ANGLE RON AT 2-C-C. WELDED TO AND IS TO BE ANCHORED WITH /t' X a" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT YC-C. 2, RV, PAVEMENT DI-3A L 0I-36 L D_3C L WARPED PAVEMENT 43 x I x FLOW FLOW FLOW 1 0 DETAIL WHEN USED FOR USE ON GRADES ADJACENT "0 CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRIC& ROOD ECO BRIDGE STANDARDS SPECIFICATION FERENCE STANDARD CURB DROP INLET REFERENCE SHEET 1 OF 2 RENAON DATE 12" - 30" PIPE: MAXIMUM DEPTH (IT) • 8' 233 IOC 09 Tapp VIRGINIA DEPARTMENT OF TRANSPORTATION 302 BIBBBBBIB��rIwLw•-------- B� BB1� VDOT: STD CURB DROP INLET (DI-3B&3C) NOT TO SCALE -A NOTE 4 .i.:w •: Ai 7-wa'71 W2 NOTES, L THIS REM MAY R PRECAST N CAST N EKE. 2. CONCRETE 10 BE CLASS 0 F CAST IN PLACE. &Opp PSI F PRECAST. 3. CUB HAVING A RAMS OF S00 FEET. OR LESS (ALONG FACE OF CURB) WLL K PAD POR M RAML CURB. 4. THE DEPTH OF CURB MAY BE REDUCED M MUCH AS 3" TS" DEPTHS OR INCREASED M INCH M 3" (21• DEPTH) N ORDER RNA/ THE III OF CURB WE DOWNIE WITH THE TOP OF A COURSE BE THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE BIT AS SHOWN. NO ADJUSTMENT N M FRAME BD 6 TO BE MADE FOR A DECREASE OR AN INCREASE N DOM R 5.CG-2 5 10 K USED ON ROADWAYS MEETING DE REGMEI[NTS FDA CGHF M SOWN N APPETDN A OF THE MT ROM DESIGN MAMMAL. BASE SUBBASE wEOXA p �L4R STANDARD 6" CURB 502 VRGNA DEPARTMENT DE TANNSPNTATION KY. MIN 201.01 5 VDOT: CG-2 C7 NOT TO SCALE CK}6 NOTES: 1. MS ITEM MAY BE PRECAST CIA CART IN PLACE. x. CONCRETE TO BE CLASS AI W CAST N PLACE. 4000 P51 IF PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL SE PAD FOR M RADIAL COMBINATON CURB 6 GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND GUTTER )FIT BE CONSTRUCTED PARALLEL TO THE TOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. &LOWMLE CRITERIA FDA THE USE OF CG-6 IS BASED ON ROADWAY CLMSFICATON AMID DESIGN SPEED M SHOWN N MPENEW A OF THE ME ROM DESIGN MANUAL. p 8" V•T • p D D , D , D P_P, P 2• D D D D D _ ---- THE BOTTOM OF THE CURB AN GUTTER MY BE CONSTRUCTED PARALLEL TD THE TOPE OF B• 2' 0• SUBBASE COURSES PROVIDED A MN" DEPTH DE 7" B MNNTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 2 COMBINATION 6" CURB & GUTTER REV.9/N VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 VDOT: CG-6 NUI IU KALL END -SECTION 12" - 60" PIPE ALTERNATE END -SECTION 12" - 60" PIPE F HUB END ON OUTLET END -SECTIONS SAINT END ON INLET ENO -SECTION HUB Do ON OUTLET END SECTIONS 11B SPORT 00 ON MLET ENO-SECTEAM lA .WAD PSI TE TIBYY ___ J IWDPSIEYTO HE r�- F-_______ _ UM PLAN PLAN CI DIAMETER CB FMBC - STEEL - - - RERFORCE - p,� 4 D PAY L E PAY LINEEND VIEW SECTION X-X END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DAMETIER A 0 C D E 11.' 4" 2'-O" 2•-0" 4'-G' 2'-0" IW 8" 2-3, r-q, 4`1' 2`1" B" 1. 2'-W T-9- 4'. • 3.-D" r• .-m -l. .-01. 3.- .. 24'• '-T• 2.4- 6--r W-D" 2.- -• T- 38 M 3` 5 3 Y D -a-we-61 541. 2•-3, ft 5.5.. 2._ 6._2, .. )._ .. BO• 3._3.y 8._3" 6._p.. END SECTION DIMENSIONS PPE DIAMETER A B C D E 12" 4" 2'_p" 1 4'-1" 6--r Y-D" 15" w 2'-3" 3'-O" w-r 2'-B" B" B° 2•-3" Y-O" I._r• 3._p.. 2r' 9" 2'-tr 3'-2" 11 ]'-F' 24' D" J •-)' T-19 9•-3'I 4'-0' -0 6'- " 111. e 8�_ , y.-0.. 1. T_y" 5._3. 2.- 8'_I 6..0. 42' r_q" 5'-3' 2--Ay W-2" V-8.• 4e. 2•-0, 6._p.. 2'_2.. 1-11, T4K 1. Y-3• 5._y.. 2._,r. 6._41. T-6�. - - - PAY LINE ca NOTES: PPE LENGTHS SHOWN RYAS IRE END -SECTION SHOWN OND L EDESIGN UIC ON THE LEFT. E THE EHRRK ELECTS SH HE TO USE TALTDEOWON N SHNDMENISON LL RT _ TARE DFFEAELNDETHS WILL EREDUCED BY SLOPE DETAJL SPECIFICATION \/IY'IT REFERENCE FLARED END SECTION ROAD ARVBRp-'GE STANDARDS 12" - 60" CONCRETE PIPE CULVERTS REVBON DAZE SHEET I OF I x2 02.Ot VNGNA DEPARTMENT OF TRANSPOATATON VDOT: STD CURB DROP INLET (DI-3B&3C) NOT TO SCALE cc 12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: MYURI UC CEMENT SIDEWALK (DEPTH IN INCHES. MCA M SOVARE YAROS) GENERAL NOTES K DETECTABLE wmNINNG° (CC-2 FACEERMMCn a s0 � YE�51 1. ENE DETECIAYE WARNING SH&L BE PROVIDED BY TRUNCATED DOLES. B EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM ANO SHOULD 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET ME REpUAESUMMARIZED FOR EACH CURB CUT RAMP. NfNTS OfSEC&5()4OTHE SPECONSFOR CS1ETTECTABLTWMATFµFACE WKK RP iZ:t N AE WARNING EPIODUCUSEDHE MATERIALS DEI M APPROVED PRODUCT LIST NUMBER 72. 3, SLOPING SIDES OF CURB RAMP MAY K POURED MONOUTHI WIN AMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JONI WITH REQUIRED BANS, 4' C REBURIED BATS ARE t0 BE NO. 5 % B" PLACED ICENTER TO CENTER KCNG 5 BOTH SIDES OF INC AMP FLOOR. WD DEPTH OF PMMP FLOOR. MINIMUM CONCRETE COVER f/i' 10.1 4M 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A RAMPS ARE INCLUDED IN PAYMENT FDA CURB / CURB AND GUTTER, PERPENDICULAR 6. CURB RAMPS ME REOKREO FOR SOEW&KS AND SHARED USE PATHS THE WIDTH OF THE CURB RAMP SHALL MATCH SDEWKN BOTH. WHEN CURB RAPS ARE USED IN 1 CONJUNCTIBN WITH A SHARED USE PATH, THE MINIMUM WIDTH SMALL DE THE WIDTH y OF THE SHAPED USE PATH 5' MN ' CE WARNINGS L EXTENDTHE FULL WIDTH OF THE CURBRAMP LANDING FLWR, A. CURB RAMS WLL BE INSTALLED AND LOCATED WITHIN P60ESTRIR CROSSW&KS t=TYPE AS SHpWN CN PLAINS OR AS DIRECTED BY THE ENCHICA CURB NAPS SHOULD MYETSS. EL«ONTO BEHIND V[HQE SICP LEES. LIGHT POLES. FIDE HYORMIS. DROP B 9. RAMPS MAY BE PLACED ON RMI& ON 1MLEIIN& SECTIONS PROVIDED THAI PARALLEL NNE CURB OPENING IS PLACED WITHIN THE LIMITS BE THE CROSSWALK AND T� PERFEND"EiE LOPE TTHE CURB CLON OF THE CURB OPENING IS v Fv •• • 04"I"N%p NPY% Pr"^�TW(11T'�x+`iA �y ,�y� Ad 'NR'k NT^�:C,Na'SuTil'tlu4`'i r 10. my THE WANING SURFACE PANELS SH&L BE INSTALLED FLUSH WITH �,��'{pNL'A-YK'yyJ•+'+"-- THE BACK OF CURB. 1�YlVA" IL WHERE CURB SUMPS INTERSECT A RADIAL SECTION BE CURB AT ENTRANCES 12" MAX %0. CR STREET CONNECTIONS THE DE1EC1/BLE WARNING SURFACE SHALE HAVE y� xx A', A FACTORY RADIUS OR BE FOLD -MODS END M RECOMMENDED BY THE I MANUFACTURER TO MATCH ME BACK OF CURB. SEE CO-12-PIS PAGES 204.06 AND 204.07 FOR METHODS OF INSTALLING DEMCTAME WARAMGS ON A RADIUS. 4.MN AT X 2" HIGHER MAN EDGE OF PAVEMENT AT x: x: ,SAME AS TOP OF CURB TYPE C PARALLEL 8, PERPENDICULAR TRUNCATED DOME a 0 0 0 0 'J- 00000 0000000 wr 0 0 0 O D O O D D D D a LMdHL RNP Vi 0 0 0 O O O O O O 0 O 0 O O O Tq + o00000o00000000 0 0 0 O 0 0 0 0 0 0 0 a 0 a o p 0 0 0 0 0 0 0 o O 0 a a a o 01.45F. RF BASE DIAMETER OO 000 O O 00 O 00p OO ;.%��IABLE WNANKD OF VMIMLE GULL WWTN OF RAMP FLOOR SEE NOTE 11. P M TRUNCATED DOME PAY LN.Ts DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `V00T A COPY OF THE ORIGIN& SEED AND SIGNED DRAWING 15 CN FILE N THE CENTRAL OFFICE. SPECIFICATION ROM MO BADGE STADMDS CG-12 DETECTABLE WARNING SURFACE REFEBENDE sHEn IOC s REVISION OAIE (GENERAL NOTES) IN W2 204.01 ije�l'-' VIRGINIA DEPARTMENT OF TRANSPORTATION 50, ::8)VDOT: CG-12 GENERAL NOTES C7 NOT TO SCALE CC-12 A .5 DOWELS. a" LONG -1 PERMISSIBLE AT 12" C.0 S, MN- CONSTRUCTION I S'Nlx JINN _ y... S 121 MAX I], NIu. IAH - \• 12H MAX LA NAME, WITH BUFFER STRIP (SEE 1MLE1 A SEE TABLE) TRM4TIN BETTER PAN SLOPE L/ TO 200 TINOUCH RAMP LENGTH MIN TRANSITION BEITER PAN KOPE TO 20-1THROUGH ROMP LENGTH GUTTER PAN YMNI SLOPE 201 ME TO MxiCHTACE "I WITHOUT BUFFER STRIP O ROADWAY CURB BKx OF CURB I. xon 46 ,1 EXAMPLE INSTALLATION METHODS -SEE PLANS FOR LAYOUT r MAN. SECTION A -A LNDwc .w MA. aKrc Y OEtECTMLE WANING SENESCE PERNISSIBLE tNN i- f.ONSIRUCTION g "„ JOINT Will CROSSWALK+ nrO l 1 SECTION 9-3 rno)`5 COIKAEEE CUX6 NOTES= ONE DIRECTION T FOR CENTRAL NOTES ON E DETEGtAM[ WARNING SURFACE.. ONE DIRECTION WITH BUFFER STRIP WE SHEET I OF 5. WITHOUT BUFFER STRIP 2. THE REDJRED LENGTH BE A PARALLEL RAMP IS LIMPED TO IS FEET, REGARDLESS OF THE SLOPE. 3, BETTER PAN BHKL BE A IMANU I SLOPE OF 201 AT THE RAMP OPENNC r 4 p 4. DIANN& PLACEMENT R NOT PERMITTED. I q)- _ TYPE 8 PARALLEL APPLICATION ROADWAY GRADE Al PERCENT MINIMUM RAMA N FEET .•' CURB LENGTH 6. CUB 0 4 6 5 T 2 5 e 6 9 B 1 12 5 0 S 6 l4 IS CROSSWALK = NA GLEE CROSSZK 1 ,gg� coNCRLrz -AP` ^�'' �1F11IIII CFOSSWIK jhII' sw TWO DIRECTIONS SMALLER RADII TWO DIREC110NSLARGER RADII WITHOUT BUFFER STRIP WITH BUFFER STRIP `VDCT A COPY OF THE ORIGINAL SE&EO AND SIGNED DRAWING IS ON FILE IN MECENTRAL OFFICE- SKCIFICA71M ROAD AND BADGE STADM05 CC-12 DETECTABLE WARNING SURFACE REFERENCE SHEEN 3 OF 5 BENISON OAIE TYPE B (PARALLEL) APPLICATION 105 201.03 p4/19 502 VIRGINIA DEPARTMENT BE TRANSPORTATION SEA VDOT: CG-12 TYPE B NUI IU SUALE cc 1215 NIIB 2 MIN tMWwE DETECTABLE WARNING -FACE TWIN L wYpXG CURS AMRADIAL INSTALLATION FACTORY EDGE TO i+ PACTORY EDGE � 2 1 ] OETECT 2•MN WANING PANELL T Tv- DETECTABLE WARNING SURFACE CNwEPELINE�? PATTERN EXAMPLE BLENDED TRANSITION (NOT FDA USE N NEW CONSTRUCTION FOR RETRGFlT pR KTFRATION$ CldYl NOTES t LOCATIONS WHERE THE DETECTABLE WARNING CANNOT BE NSTKLED WITH 2'. 3'GETECTABLE A MAXIMUM 2" OFFSET FROM THE BACK Cr CURB SNN1 HAVE A RADIUS 10 WARNING PANEL MATCH RADIUS OF THE CAB, DETECTABLE WARNING PANELS SH&L HAVE A T. 3'DETECTABLE FACTORY RADIUS OR IF APPROVED BY THE ENGINEER MAY BE FIELD MODIFIED WANING PANEL Ya {' ABL E RECOMMENDED Y iH Y T R R T MAYCH THE N R A5 B E MUK u E 0 C E BACK OF CURB SAME WNRINL PNEL I. CORMS BETWEEN WARNING PANELS DE FACTORY EDGES MALEDETECTABLE MET T P DE NOT FPAM i i ADJACENT PANELS. CU SUMS O AELS E 0 PE FD D IBII OJACE PANELS ]. FIT A II pF DOMES E ADJACENT PMELFI THAT WILL BE FIFO TO AL'E OD FIT A III 5"KL BE MNNTNIED WHEN FIELD MODIFYING CETECTABLE :CEif WARNING PANELS. •••••• - i�B:": ''EJE!': !' tt-iiR': SHOWN ICE FOR EXAMPLE l MIPOSES.E WARNING PANELS MAY PURPOSES. OTHER PINT SIZES MAY USED ORDER TO ' - LIG S C RAP LOCH CONSISTENT ALIGNMENT OF 11E COMES FOR El6N CURB RAMP LOCATION FACIGRY EDGE TO 5. BLENDED TRANSITION CUPS RN/+S ME FOR &ELECTION SITUATIONS DASHED LINE FACTORY EDGET WHERE TDARD 0NK CURB RAPS ARE NOT FEASIBLE DUE 10 SITE EXAMPLE T E LE Cu AI TRANSITION CONSTRAINTS 0 iR ITN N C RKIPS 1 P gMil BLENDED CO 5 5 &ECM AIDS 0 LIRE ARE NO E fD PATTERN 3'G LE FOR NEW BUCTION WA WARNING PANEL PANEL DETECTABLE 6. PECTIN OANELS gIE WINING DOLES THAT ARE THE RESULT OF S CUTTING PANELS SHWLD BE GROUND FLASH WITH THE PANEL SURFACE. ). GARS BETWEEN ADJACENT DETECTABLE BARBARO. PANELS ME NOT PERMITTED. 8 SEE PLANS FOR CROSSWALK WARNINGS. TURNING AREAS. ROUTE WIDTHS. GRADE CHAAGES.ANO RAMP CONFIGURATIONS -tVCC1T A COPY OF THE ORIGINAL SEED ANO SKINEO DRAWNG IS ON ERE N THE CENTRAL OFFICE, SPPEE`Fp ATNCIEN "° ° ID BTADM05 CC-12 DETECTABLE WARNING SURFACE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS VRCINIA DEPARTMENT OF TRANSPORTATION M2 504 2 SIIEEI 2 OFLLING REVISION DATE 0♦/1q 20{.D)XLW IB VDOT: CG-12 METHOD OF INSTALLATION NUI IU Y;ALL 13 2 2C _t 'C 8 Is 75 R WNRT.P ©D �` MAMMONISM S.E R F-8NO PARKING I A 8 c D D x « LEGEND -GflEEN (flEfAOflER), WHITE SYMBOL ON BLUE (REZADRER) ') 6 sA c. la Na a ID Im AN Na BACKGROUND- WHITE(RETROREFL) D6 Aw 2a :D 1 LSD z4D 6TN is Reduce spacing 50%. iMxxDAFRFA(m DNDDWJAN.aTm "See PBBe 631. MLOR1 LARM -RHA. !IMEImfRFCIREIDxMM« mm HOW -MET RNTxNFRECI6H BADmCLM -wNN IE*xDxLHHT6E) BAawlpuR-BIN (Ia1xMRNLLT6E) "'See page 62 fD anew design. 11 HC PARKING SIGNAGE NOT TO SCALE a 4" - 3,000 PSI CONCRETE a 000 0000000000000I 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED ATYPICAL SIDEWALK SECTION - NU I IU KALL 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 �4�p,I,TH 0 "O to JUST HIMP a IT 45183 w� I VS ZONAL v�MO MAJOR SITE PLAN AMENDMENT ANIMAL WELLNESS CENTER ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.03.22 REVISION: 2021.07.15 [ARB] 2021.08.02 [ARB] 911 01I 1 SITE DETAILS 20.005 Approved MMM 9/29/21 STANDING SEAM METAL ROOF COLOR: CHARCOAL HARDI PANEL BOARD & BATTEN FIXED CASEMENT WINDOW UNITS BRICK WHITE FIBERGLASS COLUMN COVER FRONT ELEVATION REAR ELEVATION B L U E L I N E discover design deliver STANDING SEAM METAL ROOF COLOR: CHARCOAL FIXED CASEMENT WINDOW UNITS HARDI-PANEL BOARD & BATTEN CAST STONE CAP BRICK STANDING SEAM METAL ROOF COLOR: CHARCOAL HARDI PANEL BOARD & BATTEN CAST STONE CAP BRICK STANDING SEAM METAL ROOF COLOR: CHARCOAL HARDI-PANEL BOARD & BATTEN CAST STONE CAP BRICK WHITE FIBERGLASS COLUMN COVER LEFT ELEVATION RIGHT ELEVATION CROZET ANIMAL WELLNESS CENTER REVISED 8/3/21 Approved EXTERIOR ELEVATIONS w 11" nil roll ones Illl Irll �11� 11�� III i ll IUI -- li 11 U11 �L. c INI.. 1i111 loll logo " ' 11VLbli''`. I11 gill Isis � Poe - Y , �� �11■ 111 �� MINI time long manW-4101 logo NIP T fall logo pip N •�. • .7 r ` & -A MEN I see 16111, Nal mom I Sol I I un I goes mom T11 so I 1� it 111 me mom a INS moss $mom 0 so is go ii iiii ��! je .- 10 go is 1160 11 ihi WIA pig is to M�o Boom an I anman ON Eli mm ones no V�l ■ town to an It so Ma on No on mm lx M