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Home My WebLink AboutARB202300036 Plan - Submittal (First) 2023-04-10MAJOR SITE PLAN AMENDMENT LEGEND 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 >2n SPOT ELEVATION 311.5 TC 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 Davao CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE !� HANDICAP PARKING l� MATERIAL CONCRETE RIPRAP �� ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE X X FENCE UTILITY UTILITY POLE � m GUY WIRE OHU -OHIJ OVERHEAD UTILITY UGU UGU UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER � ROOF DRAIN SANITARY 0 SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE 0 0 WATER METER 0 WATER METER VAULT FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS GAS GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY - - ' - WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FIFTH STREET LANDING SELF -STORAGE OWNER FTV Investments LLC 943 Glenwood Station Lane, Suite 101 Charlottesville, VA 22901 DEVELOPER Centennial American Properties 935 South Main Street, Suite 201 Greenville, SC 29601 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING Highway Commercial, Entrance Corridor (Overlay) ZMA1999-00013 & SP1999-00059 approved on July 3, 2022 amended the zoning of tax map parcel 76M1-1 and 76-55A from Light Industry to Highway Commercial MAGISTERIAL DISTRICT Scottsville SOURCE OF TITLE DB 4278 PG 243 SETBACKS Front Minimum: 10' from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way; for off-street parking or loading spaces, 10' from any public street right-of-way Front Maximum: 30' from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way; none, on any lot, including a corner lot, abutting a principal arterial highway or interstate Side & Rear Minimum: If the abutting lot is zoned residential, rural areas, or the Monticello Historic district: (i) no portion of any structure, excluding signs, shall be located closer than 50 feet from the district boundary; and (ii) no off-street parking or loading space shall be located closer than 20 feet to the district boundary If the abutting lot is zoned commercial or industrial, any primary structure shall be constructed and separated in accordance with the current edition of the Building Code. Side & Rear Maximum: None SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by Meridian Planning Group LLC on December 29, 2022 NAD83 Virginia State Plane South, Vertical Datum NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO269D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Moores Creek Watershed. This site is not within a watershed of a public water supply. 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 sloe is 2:1 horizontal:vertical . Where reasonably obtainable lesser slopes of 3:1 or better are to be P ( ) Y P 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. EXISTING USE Commercial & Open PROPOSED USE Self -Service Storage Facility LAND USE SCHEDULE EXISTING Area % Building 0 SF 0.0% Pavement 5,770 SF 57.1% Sidewalk 0 SF 0.0% Open Space 143641SF 96.1% Total= 149,411 SF (3.43 ac.) PROPOSED Area % Building 35,227 SF 23.6% Pavement 36,248 SF 24.3% Sidewalk 4,737 SF 3.2% Open Space 73,199 SF 48.9% Total= 149,411 SF (3.43 ac.) BUILDING HEIGHT 35' PARKING SCHEDULE Self -Storage: Light warehousing is an unscheduled use. No more than two employees will be present at any given time. The proposed parking is provided to accommodate the trip generation given below. 11 spaces provided. Additional customer parking is located inside the building for loading/unloading. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing an off -site work. 9 P P P P 9 Y 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, sewer, and fire lines require NEW inspection and testing procedures. ACSA performs any testing and inspections of the public sewer and water main(s). The Albemarle County Building Inspections Department (ACBID) does a visual inspection and witnesses the testing of the building drain, water service pipe, and the sprinkler lead-in connection. The developer/contractor is responsible to retain a Special Inspector as outlined in the updated Albemarle County Policy for Site Utilities to perform the visual inspection and testing of all utilities not covered by ACSA or ACBID. This includes building sewers, water, and fire line branches between the main and the meter(s)/buit ing(s). The Special Inspector' report mu st be submitted and approved by the Albemarle County Engineering Department prior to a Certificate of Occupancy being issued. 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. ITE TRIP GENERATION AM PM Daily Use Description ITE Oty In Out Total In Out Total Total Mini -Warehouse 151 104,847 SF 6 4 10 8 10 18 158 GFA County File Number Pending TAX MAP 76, PARCEL 55A ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=1000' a h�b ,rher,nzs na,r Designs 9 M1ros RrK4d Apanmmts In. United Wealth BHill Apan a Management eaCOo 9 \ �5th Street a` s� Wnla41, Elementaryy Sri,d� JAc,a - spy Pf Alamo 0r Gnema pa real 54tbn91 Q Kg5{ry Nffm� Q SITE come BMh9 CPA 9 ep�r. Army Nanon5l9 pats^ Guard lCruning . Go�gleA A M SHEETINDEX C1 COVER C2 APPROVED ZMA1999-013 & SP1999-059 CONDITIONS C3 EXISTING CONDITIONS C4 SITE & UTILITY PLAN C5 GRADING PLAN C6 UTILITY PROFILES C7 UTILITY PROFILES C8 LANDSCAPE PLAN C9 LIGHTING PLAN CIO SITE DETAILS IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING � LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �NLTH OA `O G o J HT.qTFhhJV141MP 9 MAJOR SITE PLAN AMENDMENT FIFTH STREET LANDING APPROVALS SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: Current Development Planner Date 2023.04.03 REVISION: Current Development Engineer Date 2023.04.07 [ARBI Fire Official Date Building Official Date FILE NO. Albemarle County Service Authority Date 21.020 Virginia Department of Transportation Date COVER Architectural Review Board Date C 1 COUNTY OF ALBEMARLE Department of Planning & Community Development 401 McIntire Road, Room 218 Charlottesville, Virginia 22902-4596 (434) 296 - 5823 Fax (434) 972 - 4012 July 11, 2002 Robert T. Smith P O Box 7120 Charlottesville, VA 22906 RE: ZMA-1999-013 Young America and SP-1999-059 Young America Tax Map 76M1, Parcel 1 Dear Mr. Smith: The Albemarle County Board of Supervisors, at its meeting on July 3, 2002, took the following actions: • ZMA-1999-013 Young America —Approved subject to proffers dated 5/7/02 and signed by Kevin P. Mahaney, President for Morris Creek Yacht Club (copy attached). • SP-1999-059 Young America —Approved as submitted. If you have any questions or comments, please do not hesitate to contact me. Sincerely, - > V. W. e Crmber, ayn 0 Director of Planning & Com nity De lopment VWC/jcf Cc: Amelia McCulley Jack Kelsey Matt Grimes Original Proffer: 4/3/02 Amended Proffer 6/6/02 (Amendment # 31 PROFFER FORM Date: 5/7/02 ZMA #: 99-59 Tax Map and Parcel Number(s): 76M(1)-1 and 76-55A 2.20 Acres to be rezoned from LI to HC (0.43 acres unzoned former VDOT right-of-way) Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall be applied to the property, if rezoned. These conditions are proffered as a part of the requested rezoning and it is agreed that: (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning request. 1. The development of the site will be in general accord with the plan entitled "Conceptual Site Plan", prepared by John McNair and Associates, dated January 8, 2002 and revised on April 2, 2002. 2. The Owners shall restrict the uses on the property to hotels, motels, restaurants, service stations, convenience stores and gift, craft or antique shops. 3. Vehiclar access from 5 h street to development on the properties subject to ZMA 99-13 and SP 99-59 shall be provided by a single entrance to be shared with the existing Holiday Inn. The final site plan for development of the subject properties shall cause the existing entrance to the Holiday Inn to be modified to be used as an "in only" entrance as shown on the Conceptual Site Plan and the modified entrance shall meet Virginia Department of Transportation standards for one-way commercial entrances. Additionally, the final site plan shall provide the Holiday Inn with an additional entrance for two-way traffic flow. This additional entrance shall be at a minimum safe distance from the "in only" entrance as determined by the Albemarle County Engineering Department 4. All proposed buildings shall be sited so that the fronts of the buildings are oriented to face 5`h Street as generally shown on the Conceptual Site Plan. 5. All fuel islands shall be located behind a building as generally shown on the Conceptual Site Plan. 6. All existing and new utility lines on the proposed site shall be underground. The placement of these underground utilities shall be shown and constructed as part of any final site plan for development of the rezoned properties 7. As part of preliminary site plan submitted for any development on the rezoned property, the owner shall conduct a Traffic Study which reflects the traffic impacts of all the proposed uses and the existing Holiday Inn (Tax Map 76 Parcel 55C). All improvements identified by the traffic study shall be subject to VDOT and County Engineering approval and provided prior to the issuance of a certificate of occupancy. These improvements, if required by the traffic study, may include, but shall not be limited to, a traffic signal at the entrance from 5`h Street; an extension of the turn lane in the northbound lane of 5th Street coming from Interstate 64, and an extension of the existing turn lane from 5`h Street southbound to the entrance of the proposed development. 8. The Owners shall grant an easement to the County for the "Greenway Easement' as shown on the accompanying Conceptual Site Plan provided that the County holds the owner harmless as provided in Virginia Code §29.1-509(E). This easement shall be granted within 90 days of approval by the Board of Supervisors of ZMA 99-13 and SP 99-59. In conjunction with the Greenway, the Owner(s) shall: A. In addition to the screening requirements of the Albemarle County Architectural Review Board and section 32 of the Albemarle County Zoning Ordinance, the owner shall provide a vegetated buffer for the purposes of screening the development from the proposed greenway trail shown on the Conceptual Site Plan. This E_,FNE _sL NOTES SITE INFORMATION BY: ROUOARUSH, GALE AND ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VIRGINI DATE: JANUARY 26, 2OW 11LlGilPOCG 9[P�:" EXISTING TOP) TAKEN FROM ROUDABUSH, GALE AND ASSOCIATES SITE PLAN DATED JANUARY 26, 20W TPA% MAP JBM (1)-1 TAX MAP 76-55A. BENCHMARK IS ESTABLISHED ON SOUTHEAST CORNER OF HEADWALL STAMPED ALBCOUNTY BENCHMARK COUNBENCHMARK #5 ELEVATION - 380.60 PAN Al - TOP 76-55A : HC - HIGHWAY COMMERCIAL PARCEL A2 - TMP 76M(1)-1 i L1- LIGHT INDUSTRIAL (EMSTNG) REQUESTED REZONING TO HC - HIGHWAY WMMERGA PARCEL A3 - OLD TEBBS LANE : NOT CURRENTLY ZONED PARCEL A4 - TMPD ED 766MT(1)-1EZONING (RESIOUF) HLI- LIGHT INDUSTRIALC IAE NOTE: PARCEL At, A2 AND A3 BOUNDARY ENDS TO BE ADJUSTED BASED ON FUTURE SITE PIAN SRO ANY PUBLIC STREET RIGNT OF WAY 50' FROM ANY RESIDEN%IE OR RURAL AREA DISTRICT ONh OSTREET NEAR INTERSECTION OF SIN STREET & WTERSEATE ROUTE 64 ALBEMARLE COUNTY, MRGINA u. �'eTrnlam�" MOR SCOTTSVLLLE 05WBCi OWN IS CR F O YACHT 1200 F CREEK YACHT CLUB, INC. CHA FIFA STREET CHARLO7TESVLLE, VA 22902 EXISTING CONDITIONS: PARTIALLY WOODED LOT UBUILLE; (APPROX. LOCATION OF E)DSRNG WATER: ON ADJACENT SITE & 50, SIRRT FIRE HYDRANT. ON ADJACENT SITE SANITARY SEWER: ON SITE ELECTRICITY. ON SITE mGE11: 5.000 .4. ft. ILOIRG 2: 9,360 4R. FL TO BE DETERMINED WITH SITE PUN AREWIaE COUNTY BENCHMw METAL DISK ON S.E. CORNER OF ELEVATION - 380.60' �f LINE* # LINE PUBLIC NINROVENEIT BASED ON PROFFER # ] CONVENIENCE STORE (BUD. #1); i SPACE PER 200 SO. FT. GROSS FLOOR AREA GAS SALES: NONE REWIRED CCADDO ESTABLISHMENT (OLD. #2): 13 SPACES PER 1000 SO. FT. GROSS FLOOR AREA BUILDING SFADES BUILLI NG ('2. 1 2PSP� al'.W08I) NUILDING 5 H/C SPACES SITE PARKING TAI IY: REQUIRED REGULAR PARKING: 147 SPACES (R'x18'1 PROPOSED REGULAR PARKING: 107 SPACESB41BB 47 SP(ACES TNo IS PROPOSED REQUIRED H/C PARKING: 7 SPACES (B'XIS REOUIREO TOTAL: t53 SPACES PROPOSED TOTAL 161 SPACES MASONRY ENCLOSURES WITH GATES ERMINED W11R SITE PLAR SkdNADE WILL BE SUBMOIEIS WE LATER AS A E ARATE SITE RAN AMENDMENT SITE POW M',' 1 M' LINE ENGINEERED F I; FILL PLACED N THE FLOOD PLAIN SHALL BE COMPACTED TO 969 OF THE NAWMUM DENSITY PER FEMA REQUIREMENTS. THE STABILITY OF THE FILE WALL BE ASSURED THROUGH AN ENGINEERED FILL DESIGN WITH VEGETATIVE STABRIZATIN AND GEDTOMLE FABRIC REINFORCEMENT OF THE SLOPES, AS NEEDED, FACING THE R.00DWAY THIS IS BASSO ON THE MEAN VELOCITY OF THE 1OO YEAR FLOW OF 4.4 F.P,S. FOR MOORES CREEK AND 4.1 F.P.S. FOR BISCUIT RUN, PER THE FEW LOMR DATED 7-05-20W F T.M.P. 76-55C / / A \ I ( i \ J6 ♦A ( t WATER POkJTY BASIN / Wig —0 vegetated buffer shall be provided in a manner consistent with section 32.7.9.2 of the Albemarle County Zoning Ordinance and the landscaping shall be shown on the final site plan and installed as part of any final site plan for development of the rezoned properties. B. Steps and a vehicle travelway from the proposed parking area to the edge of the proposed Greenway Easement shall be constructed in the approximate locations shown on the Conceptual Site Plan. These improvements shall be shown and constructed as part of any final site plan for development of the rezoned properties and maintained by the owner. C. A contribution of five hundred dollars (S500.00) shall be made to the County to upgrade the existing bridge that formerly served the Old Lynchburg Road that lies in the proposed Greenway easement This contribution shall be made prior to Final Site Plan approval. 6'-1,? oz s of 1 s nn d Names All sue^ Date e4r l-C1s . �`hd4 r ye �` 4/C/a! G- /?o? Signature of Attomey-in-Fact (Attach Proper Power of Attorney) \ 1 PAD * 11VOD-YEAR\* �y^ I N 88'32'09' W / *FLOODWAY/FLOODPWN ONE BASED ON FLOOD INSURANCE UNIT RATE MAP FOR ALBEMARLE OOUNV, PANEL 220 OF 475, &'U COMMUNDY-PANEL NUMBER 51W06 0220 B. CIDECAID D\TE: SER 16, ISM: REVISED TO REFLECT LOMR ED JULY S. 20OO. DATJULY �. f WATER SURFACE ELEVATION (BLE) OUNTY ON ## BABE FLOODINSURANCE •� FLOOD INSURANCE RATE MAP FOR ALBEMARLE COUNTY (PANEL U W 0220 B. OF PANEL NUMBER IE0006 EFF E D E; DECE BE 16, 198D, TO REFLECT EFWECTNE DATE: 5. 20ER DEWBERRY DAVIS LOMR DATED JULY 5. 2WD) AND DEWBERRY & 1 DATED APRIL 3, 2W1 USING THE TECROVED FEL FLOOD APPROVED iFM4 FLOOD MODEL OF THE JULY 5, 20W LOMR. \ ### A.BEMARLE CCU FLOW STUDY FOR MOORES CREEK AND ' &SOUR RUN DATED 1996 AND APPROVED FEMA HOME DATED aCj JELEOTION WILD PROJECTED PLINKS WATER SURFACE INTERSTAT`/ 64 WA Printed Name of Attorney -in -Fact '1 / / D• Ao• eo' 120' / , ' / / CONTOUR INTERVAL (UNLESS IABEUED OTHERWISE) PpQIECT NO. xlio DWJ, DINE: 01-OB-02 SSI BY: 9Lc DRAMA RIC 191 AJNNMlEm Mt SLAE: f•-Ntl SHEET rvUMCm C2 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERINGCOM �! �ALTH OF I G � JUSTI��o. 45HIMP a Ix. 183 J, �4 &SS/ONAL EEO MAJOR SITE PLAN AMENDMENT FIFTH STREET LANDING SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.04.03 REVISION: 2023.04.07 [AR131 FILE NO. 21.020 APPROVED ZMA1999-013 & SP1999-059 CONDITIONS C2 j18" RCP INV OUT: 378.80 I EX. DUMPSTER PAD � \ � LOT A PORTION OF / TMP 07600-00-00-055A / A 20' ACSA A \ \ \ - A i 0.656 AC. / SEWER�A EMENT DB 5013 259�\ \ \ � \ EH \ SSMH � - - TOP-359.35' \ \ - - / A \ \ WV ® V SOIL 7 Q � �� 20' PRIVATE 5013 GE259 EASEMENT 8" PVC INV=382. \ \ ®-.—WMx2 / V A \ \ I \ WV \ Q+ CO �, SSMH 20' AND VU�\BLL\WIDTH k WV \ 90.90, DGSSO 3AT R I259EASEMENT / 4' \ \ \ \ \ \ \ 8" P INV=383.60' 1 / \ COI \ NEW VARIABLE PARWIDTH PIRTION OF \ \ / \ \ PRIVATE ACCESS &EASEMENT PARKING � V � EX. BOUND Y TO BE VACATE \ \ A PORTION OF / EX. BOUNDARY TO BE VACATE � EX. SDMH TBR / TOP NOT SET 15 LF OF EX. 15" RC TBR NO ACCESS \ \ / TW=389.52 / Bw=385.30 PORTION OF 0 RIVAE / ACSA WATERLINE EASEMENT � / / I AC$A SE SEMENT DB 5013 PG 259 DB 1 PG 259 / TO BE VACATED \ I T B VACATED TW=389.50 \ BW=385.30 LOT 2 T P 0INVEST0-00-00100 LC / A PORTIOy OF FTV INVESTMENTS LLC TMP 07600-0 C. 0-055A �EED BOOKZONED: 8 LPAGE 243 \ TMP 07600-00-00-0 0 EX. 15" PVC TBR 1 1 \ MORRIS CREEK YACHT CLUB C / / / ` TOP=3 .14' TW389.40 SHIMP \ C/0 THE OLYMPIA COMPANIE \ \ / INV=382.0 � / I Bw=385.32 \ DEED BOOK 1711 PAGE 424 I ENGINEERING ZONED: HC � \ LAND PLANNING -PROJECT MANAGEMENT SDMH TBIR TONOT SET / NO ACCESS 912 E. HIGH ST. 434.227.5140 \ I \ I■�- TW=389�38 / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM / BW=385.35 / \ EX. SO M TER TOP 87.20' / /7 \ \ 15 �VC I=382.70' / / \ sv ATE NLTH 20' P ADRAINAGE GE ASEMENT �� ()p Q: DB 5013 PG 9 0� TO BE VACA t 4 TW=389.49 SOIL TYPE 22C3 .- � BW=385.40 USG B / \ o / U NS?�� HIMP a P / / o 45183 I / / W=389.51 �YSIONAL BW=385.49 yo \ / MAJOR SITE PLAN AMENDMENT TW=389-59 BW=385.56 FIFTH STREET LANDING \ v ✓ / / / �'� EX. 15" PVC TER �\ TOP=389.35' / SELF -STORAGE INV=382.55' ALBETW=3B9.57 SUBMT SRION; ,�LE 000NTY, VIRGINIA A \ 90 \ BW=385.61 / 2023.04.03 REVISION: 2023.04.07 [ARB, TW=389.4 TW=389.67— BW=384.74 TW=389.67 TW=389.72 TW=389 73 BW=385.6/ / I BW=385.66 BW=385.67 TW=389.67 / BW=385.695.69 BW=385.69 TW=389.73 BW=385-69 \ / 7// /� /�I / / / FILE NO. EXISTING CONDITIONS 20 0 20 Z 40 ;��// Scale: 1"=20' 18" RCP INV OUT: 378.80 EX. DUMPSTER PAD \ \ \ LOT 1 A PORTION OF TMP 07600-00-00-055A 20' ACSA - \ 0.656 AC. SEWER EASEMENT DB 5013 PG 259 / \ H SSMH \ \ \ \ 4 TOP=389.35' WV _ •� 8" PVC INV=382.65' \ \ \WV �\ 3 ®®-.—WMx2 _ �h 20' PRIVATE DRAT GE EASEMENT - DB 5013 G 259 \ \ \ WV \ _0 ^,n O \ NEW CORP S SSMH, �20' AND VARIABLE WIDTH EW 20' ACSA WV i �_ - 90.90, A3i WATERLINE EASEMENT WA NE BASEMENT P INV=383.60' D 5 PG 259 \ 4a z Q Dip NF 0 3y \�'�^ 8"x' CAP T A2 N GV N' OG, � � 2 ` _ - NEW VARIABLE WIDTH NEW 20' PRIVATE P E ACCESS & PARKING 'DRWINiG��SEM ENT p. - / E MIT ° I FHA MENT ' / _ i IMITS OF DISTURBANCE= .28 AC Cr \_ N >>6 a NO f 3 qRY Ci P z00 EW FDO \ NeW < e AO , 6.00W� �� NEV 1-313 5 LF N W NFW .-SFi _ _ HE Bw=;g`, - TMP 07600-00-00-0 0 MORRIS CREEK YACHT CLUB C/O THE OLYMPIA COMPANIE DEED BOOK 1711 PAGE 424 ZONED: HC 0 TW=389.4 BW=384.74 e oot 6\ �n LOT 2 A PORTION OF TMP 07600-00-00-055A 1.116 AC. I r TW=389.50 BW-38530 a i 4 J N a TW=389.40 BW=385.32 NEW DI-3B ,// //%>�TW=389 49 //, BW=385.40 67//A N A O < /N W=389.51 BW=385.49 e a Ro eP _ TW=389.59 p0 / BW=385.56 Q' ro e� z� 1492T v �_ h TW=389.57 BW=385.61 I I _ I I I I TW=389.67 TW=389.67 TW=389.72 BW=385.67 BW=38566 BW=385.67 TW=389,73 TW=389.6/ BW=385.69 BW=385.69 TW=389.73 BW=385.69 BUILDING 4 FLOORS 26,180 SF/FLOOR FEE 391.00 TW=389.38 BW=385_i' TMP 076M1-00-00-00100 FTV INVESTMENTS LLC DEED BOOK 4278 PAGE 243 ZONED: LI SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �O U JUSHIIP a IT 45183 K�'VS'IONAL �� MAJOR SITE PLAN AMENDMENT FIFTH STREET LANDING SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.04.03 REVISION: 2023.04.07 [ARB] FILE N0. 21.020 SITE & UTILITY PLAN 20 0 20 40 60 Scale: I"=20' C4 j18" RCP INV OUT: 378.80 EX. DUMPSTER PAD LOT A PORTION OF TMP 07600-00-00-055A - SEWER' ACSA EMENT 0.656 AC. IDS 5013 P 2'� / FH i WV ®®...—WMz2 _ <� 20' PRIVATE DRAT GE EASEMENT WV � \ DB 5013 G 259 WV \ T kin 20' AND VV�RIABL�WIDTH W k' \ WV �: r _ AO��WAT RUNE EASE \ \ ACSA �� \ \ \ \ \ \ WA NEhEASEMENT \ D 5 PG 259 00 91 CC ARJABLE WID�`H `/ '�` NEW 20' PRIVATE NEW V P E ACCESS & PARKING DRWIN,�SEM ENT MENT 0 IMITSOF DISTURBANCE= .28AC \ \ zOD ti V A w 66 7 - 90 086 950 g I o 00 ' e ? TW=389.52 BW=385.30 8 3\ S43` TW=389.50 89 66 \ N BW-385. 30 + `V 1 LOT 2 TMP 076M1-00-00-00100 / A PORTION OF FTV INVESTMENTS LLC TMP 07600-00-00-055A _ DEED BOOK 4278 PAGE 243 1.116 AC. 00 ZONED: L \ — TMP 07600-00-00-0 0 i 91 + 90 e ` C/O 0 W=389.40 CREEK YACHT CLUB C / ` 25 SHIMP C/0 THE OLYMPIA COMPANIE / / - BW=385.32 1 DEED BOOK 1711 PAGE 424 I / / �\ I \ ZONED: HC \ \ 1S 4^ - V / 1 ENGINEERING 00 2QO � a LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM BW=385.3.` 91 00 sr �NLTH OA A / 1 / TW=389.49 00 BUILDING C Bw=385.40 4 FLOORS _ o U NS HIMP 9 26,180 SF/FLOOR - - _ 90 0 45183 / / r FEE 391.00 C� �TW=389.51 �-'IV5'IONAL BW=385.49 a. 0 0 MAJOR SITE PLAN AMENDMENT BW=3a5.656 lJ� FIFTH STREET LANDING / / 88 `; /% 8s l I SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA /I \\ SUBMISSION: 2023.04.03 REVISION: 2023.04.07 [ARB] 7 - TW-389.4 TW=389.67 / BW=384.74 TW=389.67 TW=389.72 BW=385.67 BW=385.66 BW=385.67 TW=389,73 TW=389.67 \ / / BW=385.69 BW=385.69 TW=389.73 BW=365.69 _ FILE N0. /> ' / 21.020 GRADING PLAN Scale: 1"=20' + 420 A3 420 420 A i BO 420 415 415 415 415 410 410 410 410 405 a, 405 405 405 400 N 400 400 400 395 R-0P-0-S€A-AIDE G 395 395 395 390 390 390 390 385 385 385 385 N144.5 380 380 380 380 o- 375 > 375 375 375 370 370 370 370 365 3365 365 365 36� 50 10+00 10+50 11+00 11+50 12+00 12+b060 360 360 STORM PROFILE A3 TO ROOFDRAIN 35�5 50 10+00 10+50 11+00 11+50 12+ R5 C5 SCALE: 1 "=20' HORIZONTAL, 1 "=10' VERTICAL 4 STORM PROFILE AO BO 420 BO 420 C5 SCALE: 1"=20' HORIZONTAL, 1"=10' VERTICAL 415 415 410 410 405 405 400 400 395 ROP3SE6-GKA 395 SHIMP 390 390 ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 181.5 LF 6" HDPE ROOFDRAIN 385 385 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 09 380 380 375 375 �NLTH OA �Q� O 365 50 10+00 10+50 11+00 11+50 12+065 U JusHIIP a 45183 z STORM PROFILE BO TO ROOFDRAIN C5 SCALE: 1"=20' HORIZONTAL, 1"=10' VERTICAL A2 A3 ��SstoNnL ��G azo 420 MAJOR SITE PLAN AMENDMENT 415 415 FIFTH STREET 410 410 LANDING 405 405 SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA 400 400 SUBMISSION: 395 395 2023.04.03 REVISION: 2023.04.07 [ARR] 390 390 385 385 380 380 375 o7 375 FILE NO. 370 370 21.020 365 53065 UTILITY PROFILES s STORM PROFILE AO—A3 C5 SCALE: 1"=20' HORIZONTAL, 1"=10' VERTICAL 370 370 rn i ro z- z AO Al L� w o ao 23� ro n _ m � r ro ro w � z z > - > a 50 10+00 10+50 11+00 11+50 12+00 12+ z AO Al L� w o ao 23� ro n _ m � r ro ro w � z z > - > a 50 10+00 10+50 11+00 11+50 12+00 12+ 420 420 415 415 410 410 405 405 400 400 395 395 390 390 385 385 A . 380 SDRm o - 380 LATo . 11 � 7 M 375 0 _ _ 375 370 - 370 ro � x X _ W 36g5 33 50 10+00 1 0+50 11 +0065 SANITARY LATERAL PROFILE C6 SCALE: 1"=20' HORIZONTAL, 1"=10' VERTICAL 420 420 415 415 410 410 405 405 400 400 ,EXISTING GRADE 395 z z 395 SHIMP 390 198 Fr" nip 390 ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 385 385 912 E. HIGH ST. 434.227.5140 380 Z 380 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM - t 375 <= 375 3co— w w 370 x z 370 ALT$ O 3605 50 10+00 10+50 1 1 +QQ 5 JUSmo. 45183 5183 I 2 WATER LINE PROFILE SCALE: 1 "=20' HORIZONTAL, 1 "=10' VERTICAL ��s G CISSIONAL 420 420 415 415 MAJOR SITE PLAN AMENDMENT FIFTH STREET 410 410 LANDING 405 405 SELF -STORAGE 400 400 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 395 395 2023.04.03 REVISION: 390 390 2023.04.07 [ARR] s�r - - PRIVATE E EASEMENT 3 PG 259 20' 2�PRIVATE DRAINAGE EASEMENT / 5013 PG 259 / 20' AND DTH CSA TERLIN / DB 5013 G 25 / LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF Large Deciduous Tree Quercus phellos Willow Oak 3.5" 6 31 370 2220 Large Deciduous Tree 9 Ulmus americans 'Princeton American Elm 'Princeton' 2.5" 7 25 397 2779 Medium Deciduous Tree Car Inus betulus P European Hornbeam 2.5" 6 20 177 1062 Ornamental Tree Catalpa bignoides Southern Catalpa 6-8' Ht. 3 22 308 924 cf Ornamental Tree Corpus Florida Dogwood 6-8' Ht. 10 17 124 1240 TOTAL SF: 8225 /// RESIDUE OF \ \ / TMP 07600-00-00-055A FTV INVESTMENTS LLD \ / DB 4276 PG 243 DB 1835 PG 742 TM A- / / / SEWER�n� MENT DD 5013 Pc� 2\ / / sou - / \ \ \\ \ \ \ O ` _ , 20' AND vq.RIABLE WIDTH /� A1��WAT£R NE EASEM NT WA IN EASEMENT D �}� PG 259 1 NEW VARIABLE WID�N / ` \EASEMENTACCESS & PARKING \\ Sa / / /// / \ \ ` I / ` N `� LOT 2 //� / \\ / TMP ARa-0 OF 0 AC TMP 07600-00-00-0 a / / / // MORRIS CREEK YACHT CLU C / /�/ A \ \ \ \ CDEED BOOKTHE Y1I71OM I PAASE IA 424 / / // /J \ / \ ZONED: MC \ � SOIL TYPE 2203 e / // / BUILDING 4 FLOORS 26,180 SF/FLOOR FIFE 391.00 ry Cf ---��\\ SOIL TYPE 95 USG B/D \� V A�AA�`� \ /� —�� / d r/ / / / / •� Of Cf � — � � � v � � �\ V v A \ \ � � / � I / / / .mil ' ,� l f402J• , Of \ j cf cf • 4 565]] /� ) PROX. 11,000 SF OF EXISTING /L CAre'WIC P�PFR Y. E30PNDARY TO REMAIN (OUTSIDE , OF �LIMITi OF DISTURBANCE) �L / Ex. DUMPSTER PAD / / / / ` y LOT 1 / LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 32.7.9.8): 10% CANOPY REQUIRED. SITE AREA: 1.43 AC (62,500 SF) 62,500 SF x 10% = 6,250 SF CANOPY REQUIRED: 6,250 SF CANOPY PROVIDED: 11,000 SF TO REMAIN AT REAR OF SITE + 8225 SF OF NEW CANOPY 19,225 SF TOTAL CANOPY ENTRANCE CORRIDOR STREET TREES: LARGE SHADE TREES, 35' O.C., 3.5" CAL. FLOWERING ORNAMENTAL TREES INTERSPERSED 200 LF / 35 = 6 LARGE SHADE TREES REQUIRED: 6 LARGE SHADE TREES PROVIDED: 6 LARGE SHADE TREES + 3 ORNAMENTAL INTERIOR PARKING AREA (SEC. 32.7.9.6): 5% OF THE PAVED PARKING AREA & 1 LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES 4,238 SF x 5% = 212 SF REQUIRED: 212 SF PROVIDED: 249 SF 3 PARKING SPACES PROVIDED REQUIRED: 1 LARGE SHADE TREE PROVIDED: 1 LARGE SHADE TREE 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 3:1 or steeper 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. A PORTION OF P 07600-00-00-055A 0.656 AC. / I / 20' PRIVATE DRAI GE EASEMENT / I I / ^ J DB 5013 G 259 I\ I I I/ / h NEW *6 PRIVATE 'o RWINiG6.WSEMENT / IMITS OF DISNRBANCE= 28 AC � J ///YY / ;f Y FI / / l T, I / P G7FTV NVE-00-0D TS LLC / ED BOOK 42N 78PAGE 243 ZONED: LI 3 B.J r PPROX. 1 ,000 SF OF EXISTING iNDSCAPE WITHIN PROPERTY BOUNDARY TO / / REMAIN OUTSIDE OF LIMITS OF DISIRBANCE) / .35 4 / /�I \ 1 I/ // //// / / I/XXX /� J' j /� / XXXX 7TL 11 9 3 / / / 60/ / 9Q Scale: I" PO' / // / / / //// // / /// SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �O Io U JU' HIMP a 1T 45183 A �� Xz;w K�'VS'IONAL v� mjvlllll MAJOR SITE PLAN AMENDMENT FIFTH STREET LANDING SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.04.03 REVISION: 2023.04.07 [ARR1 LANDSCAPE PLAN 21.020 Gardco GeoForm cylinder medlum LED wall sconce features a sleek cylindrical shape that will complement or enhance a range of architectural styles. GeoForm Cylinder is available with two light engines: precision optics which feature type 2, 3, and 4 distributions, as well as light effects optics which offer wall wash, spot, and pencil beam distributions. GeoForm with light effects can be used in up, down, or up and down configurations. Emergency battery backup option provides path -of -egress illumination, and multiple control options further enhance energy savings. Ordering guide MEN GC7A066,000lumens BON 01umens0lumens0lumens0lumens00lumena 0011 700lumens B02' 1.000lumens 003' 2.200lumens B04' 1400 lumens B05' 2,000lumens B06' 4,400lumens none Leave blank(1OkV kA dimming driver standard) DLEA2 Dimming Leads Externally Accessible (controls by others) FAWS° Field Adjustable Wattage Selector 830 SOCRI 3000K T2M Type 2 down only 840 80CRI 4000K T3M Type 3 down only 740 70CRI 4000K T4M Type 4 down only 750 70CRI 5000K 830 80CRI 3000K WAW Well Wash 840 BOCRI4000K SPT Spot PEN Pencil Beam 830 80CR13000K WAW Wall Wash 840 SOCRI4000K SPT Spot PEN Pencil Beam none Leave blank(10kVkAsurga protection standard) SP2 Surge Protector 20W/lOkA(option) FBI Single Fuse (120. 277. or 347VAC) F52 Double Fuse (208V. 240V. or 48OV) F53 Double fuse Canadian double pull (208V, 240V. or 480V) PCB' Photocontrol Button (120-277V only) 1. Emergency Battery Pack not available. 2. Only one option can be selected from Dimming Controls column. 3. Not available in 4SOV. Luminalre Accessories (order separately) GF-WS-OK Well Mounted Box for surface conduit, painted black. GCM-GeoForm-Cylinder-Medium 01/23 page 1 of 6 Nona Leave blank for downonly None Leave blank for downonly L Project: Location: Cat.No: Type: Lamps: Oty: Notes: example: GCM-BO1-830-WAW-U-SPT-UNV-BZ 120 120V 208 208V None Leave blank for down only 240 24W 277 277V 347 347V 480 480V UNV 120-277V (50/60HZ) None Leave blankfor XWt 347-480V down only (50/60HZ) U Upllghtlumen output. WAW W+IIWash CCT and Cal to SPT Spot match downl'ight PEN Pencil Beam configuration none Leaveblank Textured EC' Emergency Battery SK Black Peck(-20°C to 40°C) WH White 120 or 277V only BZ Bronze DG Dark Gray MG Medium Gray Customer specified RAL Specify optional color or RAL. (ex: OC-LGP or OC-RAL7024) CC Custom Color (must supply color chip, requlresfactoryquots) 4.0nlyavailable in 120-277V or UNV. S. Only avellable In 120-277, must specify voltage. S. 120-277V only. Luminalre must be ordered with DLEA option If using WIAP. 7, EC option requires 120 OR 277V. Gardco EcclForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 52,500 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 LIaTBD PREMIUM Project: Location: Cat.Nw. Type: Lamps: City: Notes example: ECF-L-96L-IA-CW-AR-AFR-90-120-DD-PCB-FI-SPI-TB-RPA-HIS-BK ECF-L 6L 1.4A -G2 3 ECF-L EcoForm 80L 80 LEDs 900 90GmA Will Warm White AR2 Arm Mount TVs&2 120 120V site and (5 modules) 1A 1050mA 3000K. 70CRI (standard) 2 Type 2 AFR Auto From Row 200 208V area, large 1,2A 1200mA Generation 2 AFR-BO Au[o From Row. 240 240V NW-G2 Neutral White The following2-90 Rotated left 90° 2-270 Rotated right 270o Rotated left so- 277 277V 98L 98 LEDs 800 BOOmA 4000K. 70CRI mounting kits AFR-270 Auto From Row. 347 347V (6 modules) vt 1050mA Generation must be ordered Type 3 Rotated right 270° 480 480V OW-02 Cool White separately (See 3 Type 1.2A 1200mA 6000K. 70CRI ➢P BLC Back Light Control UNV 120-277V 1.4Ae 1400 mA Generation 2 accessories) 9 3-90 Rotated left 90° BLC-90 Back Light Control (50/60XZ) SF- Slip Fitter 8-270 Rotated right 270° rotated at 906 f1VU 347-480V Mount BLC-270 Back Light Control (50/60Hz) (fits to 2°/: Apo 4 rotated at 270° O.D. tenon) 4 Type INS Wall mount 4-90 Rotated left so - with surface 4-270 Rotated right 2700 conduit Type rear entry permitted 6 Type 5 RAMP Retrofit arm 5W Type SW mount kit DDtie 0-10V External dimming IMRI3-Integral with PCBx- Prot ocontrol Fusing Square Pole Adapter Textured (for controls by others) M3 Ions Button F19 Single (120, 277, 34WAC) Included In standard BK Black DCC--a Dual Circuit Control (Misr Integral with TLRD61a^ Twist Lock F29 Double(208. 240, 480VAC) product WX White FAWS`" Field Adjustable Wattage Selector W7Ions Receptacle TB- Terminal Block BZ Bronze LLC�°•*^ Integral wireless module 5Pin Pole Mount Fusing DGY Dark Gray BUA'• a Lock TLRDT ^ FP2 Single Rl Round Pole SRDR'h^s^BR driver connectetl MZheBe socket SRBI-drivlrconn connnalityected Receptacle Receptacle FP]° Canadi(208, (208,24 .480VA 480VAC) Adapter p (fits to 3'-9.9' MON Medium Gray y 7Rn FP82 Cenetllen Double Pull Double O.D. pole) CuelomersoecNlad �vneDlmmer: Automatic Profile Dimming TLRPC^'4"•^ Twist Lock (208, 240, 480VAC) XIS" Internal House RAL Specify optional CS60°° Safety 50% Dimming, 7 hours Receptacle w/Photocell Surge Protection (10kA standard) Side Shield color or RAL CM5G°° Median 50%Dimming, 8 hours SP2 Increased 20kA (ex: RAL7024) CS3W2 Safety 30% Dimming, 7 hours CC Custom color(Must pply color CM30'a Median 30% Dimming. 8 hours chip for required chip fo required fnctory quote) 1. BL-IMR13/7 equipped with out -boarded sensor housing when 10.TLRD6. TLRDT and TLRPC receptacle pine 435 are capped off socket must be SR compatible (See specifications for more voltage is HW(347-480V) when ordered with any of the Dimming controls DD or details). Consult factory for lead time. All 7 pins In NEMA 2. Mounts to a 4' round pole with adapter Included for FAWS or L.L.C. receptacle are connected to SR driver. SRDR not avalleble with squarepoles. 11. Not available In 48OV. Order photocell separately with TLRD6/]. TLRD5 or TLRPC. 3. Limited to a maximum of 46 degrees aiming above horizontal. 12. Not liable with DCC. 18.0-1W dimming driver standard. 4. Not available with other dimming control options. 13. Not avallable with SF and WS. RPAs provided with black 19. 12W or 2A only, not evellable with SRDR or any DyneDimmer 5. Not available with motion sensor, finishstandard. options (due to driver limitations). 6. Not available with photocontrol. 14, HIS not evalleble with Type 5. 5W, BLC, BLC-90, or BLC-270. 7. Must specify a motion sensor lens. 15. Not avallable with Do.DCC. and FAWS dimming control options. 8. Not available In 347 or 480V 16. Not available with DD. DCC, PAWS and LLC dimming B. Must Specify input voltage. control options. 17. When ordering SRDR, controller (by others) to be used on Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number of Lamps Filename Wattage Light Loss Factor Geoform Wall Sconce - (1) LDGN66 O A 39 SIGNIFY GCS-A04-830-T4M cylinder, 20 LED's, 3000K Reduced Pixelated gcm-a04-830-t4m.ies 33.5 1.00 GARDCO CCT, TYPE T4M OPTIC, Array(s) DRIVEN AT 80CRI 1000mA EcoForm Area LED ECF - (6) LEDGINE SLD B 1 SIGNIFY ECF-L-96L-1.4A-WW Large, 96 LED's, 3000K LIGHT ARRAY(S) ecf-I-961-1-4a-ww-g2- 422.0 1.00 ❑ GARDCO -G2-3 CCT, TYPE 3 OPTIC, No DRIVEN AT 1370mA 3.ies Shield Lighting Notes: 1. Pole mounted fixtures shall be mounted at a height of 20' from the finished grade which includes the pole base. 2. 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. Summary Average: 1.4 fc Maximum: 19.1 fc Minimum: 0.0 fc 0 0 +.0 +.0 0.0 +(to +0 0.0 +(to +0 0.0 +(to +0 0.0 +(to +0 0.0 +(to +0 0.0 +(to +0 0.0 00 0.0 0.0 00 0.0 0.0 00 0.0 0.0 00 0.0 0.0 00 0.0 0.0 00 0.0 0.0 00 10 0 0.0 _0.0 00 _0.0 _0.0 00 _0.0 _0.0 00 _0.0 _0.0 00 _0.0 _0.0 00 _0.0 _0.0 00 _0.0 _0.0 00 _0.0 _0.0 00 00 _0.0_0 0 00 _ +0 0.0 +o.o +0 0.0 +o.o +0 0.0 +o.o +0 0.0 +.o +0 0.0 +.o +0 0.0 +.o +0 0.0 +.o +0 0.0 00 +0.0 00 00 0.0 +0.0 +DD +.0 +0.0 +DD +.0 +0.0 +DD +0.1 +0.1 __Dl +D1 +0.1 i Do + .0 + .0 Do + .0 +0.0 Do + .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 +0.1 +0.1 +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +.0 +DO +0.0 0.0 0.0 0.0 0.0 +.0 +.0 +.0 +.0 _. + + + __+ + + + + + + o.o a.0 0.0 0.o a. o.o o.o o., + __0.1 o.z + o.a + ____+ ____+ o.+ oa o.a o.z o.z o.2 on + o.t + 0e + + o.1 0.o a.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 o SHIMP + + + + + +0 +0 +.0 +0 +0 +.0 +0.1 0.1 +0 +0.7 +0.8 +0.7 +0.7 _5 +0.4 +0. .2 +0.1 +0.1 +0.1 +0.1 +0 0 +.o +.o +.0 +.o +.o +.0 +( to 0. _ +.0 +.0 0.0 +0.1 +0.1 +0.1 +0.1 +0.2 +.2 +.5 + . 1.9 +2.1 2.1 ® +1.6 +1.1 + ..5 +0.4 +0.2 + . 0.1 +0.1 +0.1 +0.1 +0 +.0 +.0 +0 +.0 +.0 +0 +.0 E N G I N E E R I N G o.t o., 0.1 o.t o., 0.1 G2 1.3 2. 2.4 .z 4.5 5. e� s.o 2 1.7 0.9 .6 0.+ G3 0.2 0.1 0.1 D1 0.1 0.0 0.0 o.o 0.0 0. LAND PLANNING - PROJECT MANAGEMENT + + + + + + + + + + + + + + + __ + .5f + + + + + + + + + + + +0.1 +0.1 +0.1 +0.1 +0.2 +0.3 +0 .5 .0 +2.4 +3.5 +5.1 +8. 1 14.4 +11.3 .8 .8 .3 1.6 +1.2 +G8 +5 0.4 +0.3 +D2 0.2 +0.1 +0.1 +.0 +.0 +.0 .0 pp 33 11 A- , 0' .5 912 E. HIGH ST. 434.227.5140 +0.1 +0.1 +o., +0.1 +o.z +0.3 +o.] 22 .+ +4.6 +4.8 +�6-3a .80 .5 +. 5s +5.4 +cii +3.7 +z.6 +2.0 +1.5 +1.1 +0. 0.5 +0.2 +0.1 +0.1 0,0 +0.0 +0 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM 7@10' +0.1 +0.1 +0.1 +0.2 +0.4 +0.6 +1.0 +1.5 +!i 3 +7.9 +6.7 +6.2 +7.4 + 4. +9.5 + +8 + .] .3 2.5 _ 14®+ 6 +0.3 +0.1 +0.1 +. +.0 A-36 @ 10' A-35 @ 10' +0.1 +0.1 +0.1 +0.3 +1.2 +2.0 +3. + +12.3 +9.1 ].] +8. +9.9 +10. 0. +11.9 +10.3 + +3.3 +1 .64 +0.2 +0.1 .0 +.0 O A-34 @ 10' +0.1 +0.1 +0.1 +0.3 +0.6 +1.3 +2] 8.8 +14.7 +10.0 /+] A-33 @ 10' + .1 +5.3 .7 0.5 +0.1 +0 +0 +.0 �i '1`Lr O A-31 @ 10' A-32 @ 10' L 41 p 1 @ 20 A-30 10' 0.1 0.1 0.1 0.3 0.5 1.1 2.4 10 16.9 13.6 9.2 .3 .8 @ 11.7 4.7 0.3 0.1 0. 00 0.0 0 + + + + + + + + + + + 19@1h, + + + + + , 0.1 0.1 0.1 0.2 4 0.9 2B 713.2 11.2 8.8 4 5.8 2 0. 0.2 0.1 0.0 00 0.0 A- @ 10' U JUS HIMP a +.0 +.0 __Gl __G1 +0.2 .5 +.2 ++ 8.3 +9.9 +9.5 +8.5 +. B. .5 +2.3 .9 +0.3 +0.1 +0.1 +0 +0 +.0 I.4 183 A-26 @ 10' .5 0.0 0.0 0.1 0.1 0.2 6 1.9 .1 .9 11.3 10.7 88 6 .3 74 +3 1 0 02 01 0 00 00 00 +.0 +.0 +.1 +.1 +0.2 +.7 +2.4 +B5 +13.3 18. +15.9 +10.9 +7.8 A .7 1�3.6 0.4 +.1 +0.1 00 +0 +0 �1`Vlylo L A-24 @ 10' +0 +.0 +0.1 __G1 +0.2 49.8 +2.3 +5.8 +12.7 9.1 .9 4TO +2.9 0.9 +1%3 +0.1 +0.1 +0.0+0 +0.0 .5 A-23 @ 10' A-22 @ 10' A A _'Ito+.0 +0.1 +0.1 +0. + +2.3 +5.0 +7-20 @ 10' - 1 @ 10' .9 +8. +5.2 +1. +0 +0.2 +0.1 + 0,0 0M +00 9@10' 0.0 00 01 01 0 09 23 55 8 49 24 9 11.3 +.1 +0.1 0.0 +.0 +.0 MAJOR SITE PLAN AMENDMENT + + + + + + + + 9 A-18 @ 10' +.0 +0.1 49.1 __G2 $ +1.2 +2.6 +4.2 +5.8 +4.1 +1.9 +0.7 +0.2 +0.1 +0.1 +0.0 +0.0 +0.0 FIFTH STREET 0.0 0.1 0.1 0.7 1.9 4.5 ./ 9. 4.9 0.5 0.2 0.1 0 00 0.0 0.0 + + + + + + + A_„@,G' + + + + + + + A-16@10' O .5 +0.1+0. +.2 Q�5 +1.3 +2.7 + .8 +6 .] +2.9 +1.0 +0.3 +0.1 + .1 +.0 +.0 +.0 LANDING A' @' SELF STORAGE 0.2 +.0 +2.6 +5.6 +9. 5.3 +3.3 +.4 .5 +0.2 +0.1 +.0 +0.0 +0 +.0 SELF - STORAGE +., +U.2 0.5 1.7 +4] +9.5 1z. A-14@10' +6. +3.t +1.1 +05.3 +0.1 +0.1 .0 +0.0 +0.0 +0.0 ALBEMARLE COUNTY, VIRGINIA A- @ 10' SUBMISSION: +.0 +.0 +0.1 0.4 +1.7 +5. +12.] A-12 @ 10' 4.2 +t.9 + + .2 + .1 +.0 0.0 +.0 +O +.0 ++0. .0 +0.1 +0. 8 +3.2 +9. A-11 @ 10' +6.7 +3.8 +1.4 � +0.2 +0.1 +0.0 +0.0 +0.0 +0.0 2023.04.03 A-10 @ 10' A-9 @ 10, REVISION: +.0 +00 +.0 +0.1 +0.1 + .3 +1.0 +2.4 +4.5 + . +4.3 5.9 A 7 @ , U' +4.4 +2.1 +0.8 +0.3 +0.1 +0.1 .0 +0.0 +.0 +0.0 A-8 @ 10' 2023.04.07 [ARBI + 0 +.o +.0 + 0 .1 +.1 + 0.7 +1.1 +1.2 +1.2 +, -8 +.3 + . A-6 @ 10+ .0 +2.1 +.8 +.3 +0.1 +0.1 +0 +.0 +.0 A-5 @ 10' -5 +.0 +0 +.0 +. +.0 __G1 +0.1 __G3 + 0.5 .6 0.8 +1.2 +2.0 +3.2 +6.8 +2.5 +G7 __G2 +0.1 +. +.0 +.0 +.0 A-4 @ 10' +.0 +.0 +0 +,0 +.0 +0 +.0 +0.1 +0.2 +0.2 +0.3 +0.2 +0.2 +0. + .6 +0.7 +1.1 +1.6 + +1.8 +5.6 +1.8 0.5 +0.1 +0.1 .0 +0 +.0 A-3 @ 10' A-2 @ 10' 5 +.0 + 0 +.0 +.0 + 0 +.0 +.0 +0.1 +0.1+0.1+0.1 +0.1+0.1 +0.1 +.2 +0.2+0.2 + 5 0.5 +1.4 +3.9 + . +6.8 +2.5 +0.7 "+.2 +.1 +.0 +.0 +.0 +.0 A-1 @ 10' +.0 +.0 .0 +.0 +.0 +.0 +.0 +.0 49.1 __G1 +0.1 +0.1 +0.1 +0.1 +0.1 __G1 +0.2 __G2 +G3 0 5 +1.0 +1.6 +1.9 +1.5 +0.8 +0.3 --ol +0.1 +. +.0 +.0 FILE NO. +A +,0 +.0 +.0 +.0 + . + . + . 00 0.0 0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.2 + . .4 0.5 +0.3 +0.1 +0.1 +.0 .0 +.0 +00 21.020 +00 +.0 +0 +00 +.0 +0 +00 +.0 +0 +00 +.0 +0 +00 +.0 +0 +00 +.1 +0.1 +.1 +., +0.1 +.2 +. +. +. .1 (to 0.0 00 +.o +0 +.0 +00 +0 +.0 +00 +0 +.0 +00 +0 +.0 +00 +0 +.0 +00 +0 +0.1 +0.1 +0.1 +0.2 +0.1 +G1 +.0 +.0 +.0 +.0 LIGHTING PLAN +o.o +0.0 +0 +o.o +0.0 +0 +o.o +0.0 +0 +o.o +0.0 +0 +0.1 +0.1 +0.1 +0.1 +0.1 +.0 +.o +.0 +.0 ECF-L-EmForm-area-large 04/22 page l of �", er ro au le L' L' n s mm MFMIUM 30 Scale: 1 0 30 60 90 C9- 1" COMPRESSION K 31e MALE PPE COUPLING SEWER SERVICE LATERAL CONNECTION NOTES: OR APPROVED EQUAL 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGARON SERMCES. COVER LIFT NOTCH 14 1/2" NOTE: HYDRANT MUST BE TO THE MANHOLE. 1"AA''A"TEE 12 3/8" 12 1/2" EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS LATERALS TA AE PIPE SADDLE.NEXISTING SEWER MAIN SHALL 2 BE SEWER Q THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% OI 6' MIN (1/4" PER FOOT ) �Q 7 n WATER (270� 2' TO 10' 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN 18"-22" DIAMETER OF 4". DUAL SERVICE It CAST IRON LID 7 CU. FT. ALVE BO 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 1" COMPRESSION • 3/4" MALE PIPE COUPLING 18" METER BOX #68 STONE OF 3 FEET, OR APPROVED EQUAL SALT " TYPE "K" SOFT COPPER 42"MIN ; 6" GATE TREATED FINISHED GROUND 2 x 4 MARKER OI "ri :•"�:I �;-• 1 " VALVE 8" X 6" I� FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE MERE AN IRRIGATION METER IS NOT PROMDED. a � TEE 2500 P.S.I. CONCRETE 10, k 11 BASE AND THRUST y 1 SINGLE SERVICE tit BLOCK AGAINST CAST IRON LID 18" SOILISTURBED STABLE FINISHED GRADE - STEEL PILE 1Y-16 6" EXTENSION I RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN PLUG END OF LOCKWING BALL Mom" Rox 6" A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL SERVICE LATERAL MAIN LINEflN Yl0w A BE USED AS ADDITIONAL SUPPORT. ECTION 36" MIN. MR - COPPERSETTER PIPE SLOT 1/8 BEND COUPUD�(2 PLACES)- NOTE METER 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. CamORATION STOP,BR1dI As 2. MAINTAIN A 3 1/2MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT (INCLUDING DITCHESt%p.; r"'rvv,'"5y�NECEssARr3. SAID 0 DUST UNDER <<'FsC'.5,y'BOX FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND AND 9:TTER(2-INCH .:� ? HM1ra� WOT SPEC. T03, NO. 57 MINIMUM THICKNESS) y.k AGGREGATE NOTES:VALVE BQX. 4.THEIN SHOULDER OR BEHIND THE DITCH. Nonuol�vEoSlriLTLipiE YE -TEE NOTE:.!^•. �a,+�r?!. ,-.".u.:h .'4.'.A (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. DDITCH PLAN 1) SADDLES SHALL BE USED ON PM: PIPE. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WERE WEEP z) NO swEATED FITDNGs. HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 3) LATERALS INSTALLED WITHIN EXISTING, OR PROPOSED, VDOT REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE VARIES RIGHT-OF-WAY STALL BE INSTALLED IN A 2-INCH PVC SDR-21 OR HOPE DRII CASING PIPE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL SERVICE LATERAL INSTALLATION TYPICAL METER BOXES R SEWER SERVICE LATERAL CONNECTION (5/8" & 1" METERS) (5/8"-1" METERS) TYPICAL FIRE HYDRANT ASSEMBLY DETAIL NITS N.T.S. N.T.S. FIG. W-6A NTS FIG. W-4 FIG. S-2 FIG. W-7 TD-10 TD-33 TD-13 TD-8 2 ACSA: TYP. SERVICE LATERAL INSTALLATION s ACSA: TYPICAL METER BOXES a ACSA: FIRE HYDRANT ASSEMBLY Clo NOT TO SCALE ACSA: SEWER LATERAL CONNECTION C10 NOT TO SCALE Cl0 NOT TO SCALE Clo NOT TO SCALE PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL VARIES FINISHED GRADE ROAD CENTERLINE SHIMP 4" DIAMETER BRANCH VALVE BOX - FINISHED GRADE ENGINEERING 'Kk 0'S 12.0 10.0 2.0 LAND PLANNING - PROJECT MANAGEMENT M.J. PLUG AIR RELEASE VALVE 'D LANE LANE 0.5' NSECT SCREEN o �`••" VARIES AT OUTLET 11 ADJUSTABLE TRAFFIC RATED 912E.HIGH ST. 434.227.5140 BRASS PIPE BRASS BALL VALVE VALVE BOX W/ LID u 2 ok 2FT GUTTER PAN O CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM z .. ,. WATER MAIN RESTRAINED JOINT FITTINGS DRAIN TO GRADE IF POSSIBLE z 0.5 FT CUR 1.5" SM-9.5A SUPERPAVE I` cI ROAD 3.0" BM-25.0 ON—LINE I I CENTERLINE 0" VDOT #21A BASESTONE `,�p-TH Q� (TYPE "B") BRICK SUPPORTS OR SOLID CEMENT BLOCKS Q CRUSHED STONE M.J. GATE VALVE ,� •`�I "OR U JUS> I' a VARIES THREADED COUPLING COPPER BRASS _ _ _ _ _ 5183 BRASS NIPPLE AND PVC PVC SLEEVE o CAP CORPORATION STOP a TYPICAL ROAD SECTION 1 LUBRICATE ALL THREADS THRUST BLOCK WATER LINE Clo NOT TO SCALE S 1�G SIONAL METER BOX (SEE FIG. W-7) VALVE Id f b I NO. 57 STONE _- M.J. FITTING 2" PIPE SLOPED NOTES: 2500 P.S.I. CONCRETE 8 ° 2'x 2' BEARING AREA. TO DRAIN IF 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC THRUST BLOCK 1.5" OF SM-9.5A SUPERPAVE = GRADE ALLOWS \\\\ AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL. SHALL BE USED. a. MAJOR SITE PLAN AMENDMENT VARIES VARIES 2" BRASS PIPE 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER °', e 3" OF BM-25 PAVEMENT LINES 12 AND LARGER USE 2" A.R.V. AND FITTINGS. ° a 000000000000°000 o 0 0 0 0 0 0 o FIFTH STREET `WATER MAIN AND VALVE 2" THREADED TAP 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN e n 6" — VDOT #21 A BASESTONE ARE SAME SIZE PLUG ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT IIIIII III III THE MANHOLE CONE. T� COMPACTED SUBGRADE LANDING 4) THE ACSA WILL DETERMINE IF A TYPICAL 5/8-INCH METER BOX CAN BE USED IN LIEU III III III III III- MIN. CBR=6.0 DEAD END OF MANHOLE CONE UPON REQUEST. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TO BE FIELD VERIFIED SELF -STORAGE (TYPE A) AIR RELEASE VALVE (ARV) TYPICAL GATE VALVE 9 TYPICAL PAVEMENT SECTION ALBEMARLE COUNTY, VIRGINIA TYPICAL BLOW —OFF ASSEMBLY FIGNTS. W-s NTS SUBMISSION: FIG. W-5 Cl NOT TO SCALE NTS 2023.04.03 FIG. W-8 TD-20 TD_g TD-19 REVISION: 2023.04.07 IARBI 5 ACSA:BLOW—OFF ASSEMBLY TYP. s ACSA: AIR RELEASE VALVE 7 ACSA: GATE VALVE 4" - 3,000 PSI CONCRETE d o000000000000000I 4" — VDOT #21A BASESTONE NOT TO SCALE CEO Clo NOT TO SCALE Clo NOT TO SCALE COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED �0 TYPICAL SIDEWALK SECTION FILE NO. Clo NOT TO SCALE 21.020 SITE DETAILS c 10