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HomeMy WebLinkAboutARB202200078 Plan - Revision 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 >2p SPOT ELEVATION 311.5 TC x >'2- TOP OF CURB ELEVATION 311.5 TW x i�� TOP OF WALL ELEVATION 311.5 B W x BOTTOM OF WALL ELEVATION ........ - STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE !� HANDICAP PARKING l� MATERIAL CONCRETE RIPRAP ....................................... ASPHALT EC-2 MATTING EC-3 MATTING 0 WETLAND TREELINE X X FENCE UTILITY UTILITY POLE (D m GUY WIRE OHU OHII OVERHEAD UTILITY UGU UGU UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER .tom ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W VV WATER LINE 0 0 WATER METER 0 o 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 761M1-1 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. Backfiow 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 IN, Building 0 SF 0.0% Pavement 5,770 SF 57.1% Sidewalk 0 SF 0.0% Open Space 143,641 SF 96.1 % Total= 149,411 SF (3.43 ac.) PROPOSED Area IN, 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 vrith the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When 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 metcr(s)/buit ing(s). The Special Inspector' repomu 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' h ^Ra Beacon m5rh9 n Apartmems m Q gyp' Unned wealthQ Beacon Hill Ada" MS CVIIIE Bain Managemen! Q a w a" n n sscPA9 5th Street - Fy Wes% _ 6 �mapJ f� � Wnlsyn -y Jackson Via Q Elemen!ary Scnooi ��� Period lniegnIt eanti` auaokr o' food Uon9 g°+ e ba na o. �41A3vnry `� �� Rd Q Ga.om enp� Alao're9.� '(iiti', o Cinema ClW1`ittcsesviltlk© 7 a _ I crc�on 5 'Brice! Station y. AZALEA Kr 16p1 Kleine 9 % PAP4: Caliber AA s9 tr' DICKS Sporting Goods \`� '= SITE sE.: -- - aln ati sunwn 79 Ai r rleU a lnyT en n x.-'/ Q- Str`� QD y PMpp�A v n Army Nuttlag 9 ;Jdnd REtrunlnq iPic_ Go Ole;,_ a te. n u aa.mm 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 �j> LTH OA `O G o J U H1.qTrhhJV141MP a 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 a COUNTY OF ALBEMARLE Department of Planning & Community Development 401 Mclntire 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, - > 0 V. We Crmberg&L_,1(__&1 ayn Director of Planning & Com nity De lopment VWC/jcf Cc: Amelia McCulley Jack Kelsey Matt Grimes 4_1 Original Proffer: 4/3l02 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 54 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 5ih 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 LE SITE INFORMATION SY: ROUOARUSH, GALE AND ASSOCIATES 914 MONTICELLO ROAD CHARLOTTEWILLE, MEDINA DATE: JANUARY 26, ZOOS EXISTING TOPO TAKEN FROM ROUDABUSH, GALE AND ASSOCIATES SITE PLAN DATED JANUARY 26. 2000 SLTE.IIATA: TAX MAP 76M (1)-I TAX MAP 76-56A BENCHMARK M ESTABLISHED ON SOUTHEAST CORNER OF HEADWALL STAMPED ALBEMARLE COUNTY BENCHMARK b5 ELEVATION 380.60 IR I PAS.. Al - CAP 76-55A : HC - HIGHWAY COMMERCIAL PARCEL. AZ - IMP 76M(I)-t ' L1- LIGHT INDUSTRIAL (EXISTING) REQUESTED REZONING TO HC - HIGHWAY COMMERCIAL PARCEL A3 - OLD TESB'S LANE : NOT CURRENTLY ZONED REQUO - HIGHWAY PARCEL A4 -TRIP 7 M(i)-1 (RESIDUE) D REZONING TO �L1- LIGHT INDUSTRIAL COMMERCIAL NOTE: PARCEL Al. A2 AND A3 BOUNDARY LINES TO 6E ADJUSTED BASED ON FUTURE SITE PWI IT RO ANY PUBLIC STREET RIGHT OF WAY 50' FROM ANY RESIDENTIAL OR RURAL AREA DISTRICT ONNSSTLOHhSTREET NEAR INTERSECTION OF GIN STREET & INENSTATE ROVE 84 ALBEMARLE COUNTY, VIRGINIA MAGSSERAL OBTRCT: SCOTTSNLLE OISIRICi OWNER/DEVELOPER; MOHRIS CREEK YACHT CLUB, INC. 1200 FIFTH STREET CHARLOTTESVILLE, VA 22902 EXISTING CONDITIONS; PARTIALLY WOODED LOT UuuftE5: (APPROX. LOCATION OF EXISTING WATER: ON ADJACENT SITE & 5LN STREET FIRE HYDRANT. ON ADJACENT SITE SANITARY SEWER: ON SITE ELECTRICITY: ON SITE WLNG 1: 5,00D eq, R ILOINc 2: 9,360 4qit PUBLIC IMPRGVEMENF BASED ON PROFFER I ] TO BE DETERMINED WITH SITE PUN cOrvvENIENGE STORE BUD. Ill): 1 SPACE PER 200 SON ED CROSS FLOOR AREA GAS SALES: NONE REQUIRED EATING ESTTABLISHMENT (BLD. 02)'1: 13 SPACES PER USED 50. FT. GROSS FLOOR AREA SFACES BUILDING y2=11 2522 SPACCESPACES SB(WX 1r) INCLUMING a H/ SPACES SITE PARKING REQUIRED REGULAR PARKING: 147 SPACES (DIXIE }_ PROPOSED REGULAR PARKING; 10] SPIlZS B'K16&i._) I7 $PACE.4 1WKl REQUIRED H/C PARKING: 6 SPACES e'X18 PROPOSED H/C PARKING: 7 WAGES'N18 POTOTAL 1SPACES PROPOSED 15D TOTAL: 161 SPACES GARBAGE/TRASH STOWEr MASONRY ENCLOSURES WITH GATES , ERMINED WITH SITE PUN SIOMME TELL W SLID ITTEO AT IRIS TIME LATER AS A SEPAWTE SITE PUN AMENDMENT SITE PLAN STORMWAIER QUALITY TO BE AODRE55E' FILTERS, SWALES, AND BASINS USING INTERNAL DRAINAGE WITH DISPERSED PLAN TO BE SUPPLIED WITH SIZE PLAN E & S PLAN WILL BE PHASED TO INSURE THAT He LACED BEYOND FLOOIXMAY LINE FILL PLACED D IN - FILL PLACED M THE ROOD QUIR PLAIN SHALL TA COMPACTED TO L95%WILL OF THE MAXIMUM DENSTHROUGH PER FEMAENGINEERED REQUIREMENTS. THE STABILITY AT THE FILL WILL BE AND GEOp THROUGH IN RCEMNT FILL DESIGN WITH NEEDED, F CING TZATON ADW GEOTEMILE FABRIC REINFORCEMENT OF THE SLOPES, AS NEEDED, FADING THE OF *A AY THIS IS BASEDCREEK ON THE MEAN VELOCITY OF THE 100 YEAR FISH OF 4A GATED F01t MOORES CREEK AND 4d F.P.S. FOR BISCUR RUN, PER THE FEW LdR Wlm 7-OS-2000 F T.M.P. 75-55C ALBEMARLE CO RIY BENCHMARK METAL DISK ON S.E. CORNER OF ELEVATION = =.GO' \\ 9 ` 'lam`.,.- //IW1!1I f41, ; t It P�OFOSEO YUTFR JIWiRY fli9N / J IN 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. GCC s of 1 s rm d Names All O e sue^ Date vnu /-C/ i r —• Signature of Attomey-in-Fact (Attach Proper Power of Attorney) / yDLIYEAR\" I ON FLOOD L OF47. LIMIT �. *nOODNAY/MR ALBEN LINE COUNTY, OF ♦'A5. RATE IMP FOR COUNTY, PANEL ' NRY-PMIEL NUMBER 310006 B. E EIL NUMBER ET OIWN y 16, 1980; REVISED, TO PEFiFOF LOMR DAM. TO F DATE: DARED DULY 3, 2000, DULY S. ## BASE ROOD WATER SURFACE ELEVATION (BEE) BASED ON FLOOD INSURANCE RATE MAP FOR BE COUNTY (PANEL MO OF 475, COMMUNITY -PANEL NUMBERALBEMARLE 5I 5W006 0220 B, ONE EFFECTIVE DATE: 'MEMBER 16. 1980; REVISED TO REFLECT LOAR DATED JULY 5. 2000) AND DEWBERRY At DAMS TECHNICAL MEMORANDOM DATED APRIL 3, 2001 USING THE APPROVED DENA FLOOD MODEL OF THE JULY 3, 2000 LOMR. \ ### ALBEMARLE COUNTY FLOOD STUDY FOR MOORES CRI AND ' BISCUIT RUN DATED 1996 AND APPROVED FEW LOMR DATED JULY 5, PROJECTED RlnnE WATER SURFACE INTERSTAT) 64 N T EMS MA Printed Name of Attorney -in -Fact \ \S RES CREEK � __ SD. GHARLDTIE'3AU£ i 7=j�-_�f—^�.�f-mil` 1 Wt 40' GO, 110' CONTOUR INTERNAL (UNLESS LABELED OTHERWISE) IMF PPONDT ND. R011w DWG. IHIE 01-OB-02 DE9G! eW OIL DRINK W. CER APPMNED% &C SHEET NUMBER: C2 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �!_ALTH OF I 0 � G Q �/S JUSTI��o. HIMP a Ix. 45183 1�- J�4 ✓✓ ILS'SIONAL EEO 1J MAJOR SITE PLAN AMENDMENT FIFTH STREET LANDING SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.04.03 REVISION: 2023.04.07 [AR13I 91110161 21.020 APPROVED ZMA1999-013 & SP1999-059 CONDITIONS C2 18" RCP INV OUT: 378.80 I EX. DUMPSTER PAD / \ � g - \ / LOT 1 \ A PORTION OF TMP 07600-00-00-055A / / \ 20' ACSA ` - \ / / 0.656 AC. / SEWER�A MENT DB 5013 P� 2\ �\ \ H _ SSMH �� \ \ WV 00000 \ 8" PVC INV=382. \ \ \ ®��WMx2 SOIL TYPE 7 ip 20' PRIVATE DRAT GE EASEMENT / / \ � / \ \ \ WV w 3 � � - USG B � J DB 5013 G 259 GO 20' AND VIR IN L IDTH WV \ SSMH 90 90 ACSA WAT RLINE EA MENT \ \ \ \ 8" P INV=383.60' D 013 PG 259 COI ` _k\& / 0 5. NEW VARIABLE WIDTH PRIVATE ACCESS & PARKING<� / \ P RTION OF \ \ \ EASEMENT BOUND Y TO BE VACATE PORTION OF -*Jer \ EX. BOUNDARY TO BE VACATPX-- EX. SDMH TBR / III TOP NOT SET 15 LF OF EX. 15" RC TER NO A TW=389.52 BW=385.30 PORTION OF 0 RIVATE AOCSA WATRTION T RLINE EASEMENT F 20' AND BLE WITH/ / \ ACSA DB SEMENT1 VACATED PG 259 �/ / DO BEIVACATED3 PG 59 / \ ' 11 / 4. l 1/ / I TW=389.50 BW=385.30 LOT 2 TIvIP 076M1-00-00-00100 A PORTIO OF FTV INVESTMENTS LLC \ TMP 07600-0�0-055A ED BOOONED: I -I 243 I ' ( 1.11¢ AC. . \ TMP 07600-00-00-0 0 / EX. 15" PVC TBIR ` MORRIS CREEK YACHT CLUB C I / / / ` TOP=391.14' TW=389.40 / C/O THE OLYMPIA COMPANIE \ INV=382.0 J, BW=385.32 SHIMP \ DEED BOOK 1711 PAGE 424 I / / / I ZONED: HC \ I / ENGINEERING EX. SDMH TBR LANDPLANNING - PROJECT MANAGEMENT NOT SET / ` \ \ � / / / v NOACCESS \ 912 E. HIGH ST. 434.227.5140 TW=389.38 / CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM BW=385.33 / \ EX. SDM TBR \ / \ TOP 87.20' /7_� \ \ 15" �VC I=382.70' PORTION r � 20' P ATE DRAINAGE ASEMENT DB 5013 PG X9 O� TW=389.49 TO BE VACA D ` r SOIL TYPE 22C3 / / BW=385.40 / - - - - USG B o / U Jus�HIMP a 45183 TW=389.51 SIOL BW=385.49 �190 \ / - - _ = SOIL USGYB/D PE 95 / I MAJOR SITE PLAN AMENDMENT BW-38556 FIFTH STREET LANDING \ \ ✓ / \ EX. 15 PVC TBIR /I TOP=38.55' f SELF -STORAGE INV=382.55' / ALBEMARLE COUNTY, VIRGINIA \ \ li90 \ \ BW=385.61 SUBMISSION: 2023.04.03 / A REVISION: /� / l l l 2023.04.07 IARBI TW=389.4 TW=389.67 BW=384.74 TW=389.67 TW=389.72 BW=385.6/ BW=385.66 BW=385.67 TW=389.73 TW=389.67 \ / BW=385.69 BW=385.69 TW=389.73 BW=385.69 ) �/-/ // > / SOIL TY / / / /../ �/ 1 ,,��- (=Nunn ^ = �- use B - - - _ /I / �/ / / FILE NO. 7777' 21.020 =Nounf EXISTING CONDITIONS Scale: 1"=20' 18" RCP INV OUT: 378.80 EX. DUMPSTER PAD W W \ \ \ LOT 1 A PORTION OF TMP 07600-00-00-055A 20' ACSA \ 0.656 AC. SEWER EASEMENT DB 5013 PG 259 / \ H SSMH \ \ \ \ v TOP=389.35' WV _ _ .� 8" PVC INV=382.65' \ \ \WV w\ 3 ®�-WMx2 _ Q� 20' PRIVATE DRAT GE EASEMENT DB 5013 G 259 \ \ \ WV to \ NEW CORPS SSMH,' ,20' AND VARIABLE WIDTH W 20' ACSA WV � i - 90.90' AO`�WATERLINE EASEMENT WA NE�EiASEMENT P INV=383.60D 5 PG 259 \ Q3Q� Q - 0/P /1/F =ti o ' \w^ ell CAP ` W TFF 0 0 T A2 N GV ry' GG, � � 2 ` _ NEW VARIABLE WIDTH NEW 20' PRIVATE P E ACCESS & PARKING 'DRIAINiGH��SEM ENT p. - / E MH ° I FHA MENT ' _ i IMITS OF DISTURBANCE_ .28 AC Cr 17 � a 6 3 qRY C7 PE \ z(10 EW FDC AO , 6.00, Slp NE9 I-313 N W / H'S y 5 LF 1 HOPE TW=389.52 NEW 3 17 �2 Bw=385.30 A 92�• �Q e ` 60 TW=389.50 BW=385.30 Epp` N a LOT 2 TMP 076M1-00-00-00100 A PORTION OF / FTV INVESTMENTS LLC U TMP 07600-00-00-055A DEED BOOK 4278 PAGE 243 1.116 AC. (o ZONED: LI N e TMP 07600- 0 0 / SHIMP MORRIS CREEK YACHT CLUB C TW=389.40 C/0 THE OLYMPIA PIA CO COMPANIE - Bw=365.32 DEED BOOK 1711 PAGE 424 6° /^ ZONED: HC ENGINEERING / LANDPLANNING - PROJECT MANAGEMENT 0.0 G 912 E. HIGH ST. 434.227.5140 a TW=389.38 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 2 BW=385.33 � e �t O O / a _ p,LTH pF e Q o J NEW DI-313 - Tw=389.49 / N me_. e BUILDING Bw=385.40 C 4 FLOORS U Jus HIMP a UP 26,180 SF/FLOOR BO I 5183 FEE 391.00 N . q r 0), TW=389.51 ly10 .L V, BW=385.49 e a /e MAJOR SITE PLAN AMENDMENT �P TW=389.59 QO / BW=385.56 FIFTH STREET �O o� LANDING z 74g.z>• r SELF -STORAGE �v ALBEMARLE COUNTY, VIRGINIA TW=389.57 SUBMISSION: 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=385.67 BW=385.66 BW=385.67 TW=389.67 BW=385.69 BW=385.69 TW=389.73 BW=385.69 - - � - FILE N0. 21.020 SITE & UTILITY PLAN 20 0 20 40 60 Scale: 1"=20' C4 18" RCP INV OUT: 378.80 IZZ EX. DUMPSTER PAD LOT 1 A PORTION OF TMP 07600-00-00-055A - \ / \ - � 20' ACSA \ \ \ \ \ / � 0.656 AC. / SEWER__EA MENT \ \ \ \ \ DB 5013 PCB 259 WV _ - / \ \ f \ \ \ \ \WV ®®--WMx2 h \ \\ \\ \ \ \ \ WV \ ^rn 20' AND V RIABL IDTH k' \ \ \ \ \ W ACSAO WV r AWAI .WATERLINE EA VENT \ \ \ \ \ \ \ WA NE`-ASEMENT \ D 507M PG 259 }� \ 00 /91 1 0 NEW VARJABLE WIDTH `/ rNEW 20' PRIVATE P E ACCESS & PARKING DRWINi��SEM ENT 20' PRIVATE DRAIN/�,GE EASEMENT DB 5013 G 259 \ _ / 4 MENT \ _ 0 00i IMITS OF DISTURBANCE_ .28 AC Cr \ \ \ \ 1 9075/ N. \ z`� ° L/ 9050 66 '. � wS 0 kvs 90 09 10 2 I TW=389.52 Bw=385.30 \ \ \ I ) 0 0 20 �o 43 / TW=389.50 89 66 \ ry BW=385.30 t ` `V 1 LOT 2 TMP 076M1-00-00-00100 ~ A PORTION OF \ FTV INVESTMENTS LLC Nlf TMP 07600-00-00-055A / DEED BOOK 4278 PAGE 243 1.116 AC. 00 ZONED: LI \\ p \ \ TMP 07600-00-00-0 0 ( / / 1 91 + 90 0a MORR \ \ \ CREEK YACHT CLUB C I / 0 _\ I ^ W=389.40 C/OHYMP1OE Bw=3B5.32 DEED BOOK 1PAG424 6 SHIMP ZONEDHC oo ENGINEERING 1 �a LAND PLANNING - PROJECT MANAGEMENT / �G.O a / 912 E. HIGH ST. 434.227.5140 \ V TW=389.38 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM a,91 00 o /o f m oo TW=389.49 BUILDING l BW=385.40 4 FLOORS o U JUS HIMP a 26,180 SF/FLOOR 90 0 5183 FEE 391.00 Nf . a oa 1 �TW=389.51 BW=385.49 190 MAJOR SITE PLAN AMENDMENT / \ \\ �\\ � � BW=38556 FIFTH STREET LANDING 86 8% SELF -STORAGE \\ ALBEMARLE COUNTY, VIRGINIA �9 / SUBMISSION: � W=389.57 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=385.67 BW=385.66 BW=385.67 BW=385.69 TW=389.67 BW=385.69 TW-- 389.73 BW=385.69 FILE NO. / // / / \� - \Li ��� 21.020 GRADING PLAN Scale: 1"=20' / / / / / C5 j / / / / 3 A0 BOO A420 420 420 415 415 415 415 410 410 410 410 N 405 rn 405 405 405 400 N 400 400 N 400 w 395 395 GRADE 395 395 390 390 390 390 385 385 385 385 N 380 'T) ro fO 380 380 380 o- - 375 > _ 375 375 375 z 370 370 370 > 370 365 33g65 365 365 36� 50 10+00 10+50 11+00 11+50 12+00 12+b0 0 360 360 STORM PROFILE A3 TO ROOFDRAIN 35 50 10+00 10+50 11+00 11+50 2+5 C5 SCALE: 1 "=20' HORIZONTAL, 1 "=10' VERTICAL a STORM PROFILE AO—BO BOO 420 420 C5 SCALE: 1"=20' HORIZONTAL, 1"=10' VERTICAL 415 415 410 410 405 a 405 m 400 S9� 395 SHIMP 39C 390 ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT jai Our DRAIN 385 385 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 380 380 ro 375 375 z- 370 370 ���'ALTH (), O 365 50 10+00 10+50 1 1 +00 1 1 +50 12+03065 U Jus . HI1viP a � �� 45183 2 STORM PROFILE BO TO ROOFDRAIN � C5 SCALE: 1"=20' HORIZONTAL, 1"=10' VERTICAL ��SstoNaL �G AO Al A2 A3 420 420 MAJOR SITE PLAN AMENDMENT 415 415 FIFTH STREET 410 410 LANDING 405 405 SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA 400 w 400 SUBMISSION: o 2023.04.03 395 ol 395 REVISION: 2023.04.07 390 390 [ARR] 385 385 2 °J 380 1 a 380 m - mN o 375 „� ro 375 m m w z FILE N0. _ � z 370 > z > 370 3�5 UTILITY PROFILES 365 50 10+00 10+50 11+00 11+50 12+00 12+50 s STORM PROFILE AO—A3 C5 SCALE: 1"=20' HORIZONTAL, 1"=10' VERTICAL 420 420 415 415 410 410 405 405 400 400 395 395 390 390 385 385 AN. 380 m SDERo - 380 o . n 375 a _ 375 370 _ 370 ro � xx W 3V3 R 50 10+00 10+50 11+ SANITARY LATERAL PROFILE C6 SCALE: 1"=20' HORIZONTAL, 1"=10' VERTICAL 420 420 415 415 410 410 405 405 400 400 ,EXISTING GRADE 395 395 SHIMP ago 390 ENGINEERING LANDPLANNING - PROJECT MANAGEMENT 385 385 912 E. HIGH ST. 434.227.5140 380 z o 380 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 00 - � 7 375 = 375 co — _ 370 x Z 370 � Q 3'a 50 10+00 10+50 f 1 1 +QIT 5 Ci 9 JUS HIMP 5183 Imo. 45183 2 WATER LINE PROFILE C6 SCALE: 1 "=20' HORIZONTAL, 1 "=10' VERTICAL �_SstoNaL ECG 420 420 415 415 MAJOR SITE PLAN AMENDMENT FIFTH STREET 410 410 LANDING 405 405 SELF -STORAGE 400 400 ALBEMARLE COUNTY, VIRGINIA TING GRADF SUBMISSION: 395 395 2023.04.03 REVISION: 390 390 2023.04.07 [ARR] 385 385 380 380 w M 375 375 a < w FILE NO. 370 ""` CO 370 21.020 x o 5 w j 369 50 10+00 10+50 11+00 1+5065 UTILITY PROFILES s FIRE LINE PROFILE C6 SCALE: 1 "=20' HORIZONTAL, 1 "=10' VERTICAL C7 � v Pp>PgN 20'�C SA SEWERLASEMEN / Sff PRIVATE E EASEMENT 3 PG 259 DB 5 3 PG 9 PRIVATE / DRAINAGE EASEMENT / \ 5013 PG 259 , ACSA AND DTH ERLIN / DD 5013 G 2 RESIDUE OF / \ , TMP 07600-00-00-055A FTV INVESTMENTS ULC B PG 243 O1835 B 1835 PG 742 LANDSCAPE SCHEDULE Plant Total Canopy Total Symbol 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 g Ulmus americans 'Princeton' American Elm 'Princeton' 2.5 7 25 397 2779 p Medium Deciduous Tree Corpinus betulus European Hornbeam 2 5" 6 20 177 1062 Ornamental Tree Catalpa bignoides Southern Catalpa 6-8' Ht. 3 22 308 924 a Ornamental Tree Corpus Florida Dogwood 6-8' Ht. 10 17 124 1240 TOTAL SF: 8225 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 + 8,225 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. Lam— V ` / \ \ / Ex. DUMPSTER PAD / LOT 1 A P ORTION OF 00000 / 20' ACSA \ \ \\ \ TMP 0]0.656 AC. O-OSSA SEWER -EA MENTDB 5013 00, I , / / / `— _ / / / / \ \ \ \ \ SOIL TYPE ] `q 259 0000, 20' PRIVATE DRAI GE EASEMENT ( / / \ / / , \ \ \ \ \ 1 \ \ 11/\ USG B / J DB 5013 G 259 20' AND VARIAB DTH 20' ACSA �p ' DA WATERLINE EA ENT / WA E'EEAASEEMNT _ NEW 20' PRIVATE NEW VARIABLE W10�1i `/I ACCESS & PARKING �DRAIN4fiff,SEMENT / . VENT MITS OF OISNRBANCE= .28 AC / TN-389.52 BW=385d0 r PO / T� I I / /� / //// / J — \ \ Il / Lor 2 P 076M1-00-00-OO100 FTV ZONEDE INVESTMENTS E A PORTIO OF I TMP 07600' 00-OSSA �ED BOOK 4278 PAGE 243 TMP 07600-00-00-0 0 MORRIS CREEK YACHT CLU C C/O DE THE OLYMPIA1711 PACE 4 4 DEED BOOK HCAGE 424 \ \ I / / p• I r I / r / r // /� / I rr EXISTIX I/ANDSCAPEOWITHIN I r / J r PROPERT BOUNDARY TO use c�z,,_ / / / BUILDING REMAIN OUTSIDE OF LIMITS / /i / / 4 FLOORS OF DISTURBANCE) / 26,180 SF/FLOOR FIFE 391.00 N A / r— Cf \ Cf f SOIL TYPE 5 / / / / Cf 41%1Cf a Cf of -0444 }6 6 -]] 5 B_8 ] W-56] AI!879 76 P�PROX. 11,000 SF OF EXISTING — — — CaTrWI44" PPOPFR� — — — / V/ J BOPNDAkRY TO REMAIN (OUTSIDE / OF LIMITI5 OF DISTURBANCE) // / / I — / // / 30 / / 3 / / 60 / / 9Q Scale: 1 "=P0' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Ip,LTH U JUSHI1P a IT 45183 �`�SIONAL E�Ole MAJOR SITE PLAN AMENDMENT FIFTH STREET LANDING SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.04.03 REVISION: 2023.04.07 [ARR] 9u0111►1•a LANDSCAPE PLAN 21.020 Gardco GeoForm cylinder medium 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 dawn configurations. Emergency battery backup option provides path -of -egress illumination, and multiple control options further enhance energy savings. Ordering guide ME GC7A066,000lumens SON Cylinder 01umensOlumens0lumens0Iumens01umens BOP 700 lumens B02' 1,000Wmens B03' 2,2001u mans Wr B04` 1400 lumens B061 2,000lumens B06' 4,400lumens none Leave blank(10l kA dimming driver standard) DLEA' Dimming Leads Externally Accessible (controls by others) FAWS2 Field Adjustable Wattage Selector 830 SOCRI 3000K T2M Type 2 down only 840 SOCRI 4000K TOM Type 3 down only 740 70CRI 4000K 11414 Type 4 down only 750 70CRI 5000K 830 80CRI 3000K WAW Well Wash 840 80OR14000K OPT Spot PEN Pencil Beam 830 80CR13000K WAW Well Wash 840 80OR14000K OPT Spot PEN Pencil Beam none Leave blank(10kV kA surge protection standard) SP2 Surge Protector 20kV/lOkA(option) FBI Single Fuse (120. 277. or 347VAC) F82 Double Fuse (208V. 240V. or 480V) FSO Double fuse Canadian double pull (208V. 240V, or 48OV) PCBs Photocontrol Button (120-277V only) 1. Emergency Battery Pack net available. 2. Only one option can be selected from Dimming Controls column. 3. Not available In 480V. Luminaire Accessories (order separately) GF-WS-OK Well Mounted Box for surface conduit, painted black. GCM_GeoForm_Cylinder_Medlum 01/23 page 1 of S None Leave blank for downony None Leave blank for downony Project: Location: Cat.No: Type: Lamps: City: Not. example: GCM-BO1-S30-WAW-U-SPT-UNV-BZ 120 120V 208 208V None L.Me blank for down only 240 240V 277 277V 347 347V 480 480V UNV 120­277V (50/60Hz) None Leave blankfor HVU 347-480V down only (50/80Hz) U Upllght lumen output. WAW Wall Walsh CCT and CRl to OPT Spot match downlight PEN Pencil Beam configuration none Leave blank Textured EC' Emergency Battery BK Black Pack(-20°C to 40°C) WH White 120 or 277V only BZ Bronae DG Dark Gray MG Medium Gray CustomerspecMed RAL Specify optional color or RAL. (ex: OC-LGP or OC-RAL7024) CC Custom Color (must supply color chip, requiresfaetoryquots) 4.Onlyaveilebls in 120- 2nV or UNV. S. Only avallable In 120-277, must specify voltage. S. 120-277V only. Luminsire must be ordered with DLEA option If using WIAP. 7. EC option requires 120 OR 277V. Gardco EcciForm Gen-2 combines economy with performance in an LED area Iuminalre. Capable of delivering up to 52,500 lumens or more In a compact, low profile LED Iuminalre, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit simplifyingsite conversions to LED b Y 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 DL° PREMIUM Project: Location: Cat.Na Type: Lamps: Notes example:ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-FI-SPI-TB-RPA-HIS-BK ECF-L EcoForm 80L 80 LEDs 900 900mA Will Warm White AR2 Arm Mount noez 120 120V site and (5 modules) 1A 105OmA 3000K, 70CRI (standard) 2 Type 2 AFR Auto Front Row 208 208V area, large 1.2A 1200mA Generation 2 2_ 90 Rotated left AFR-90 Auto Front Row. 240 240V NW-02 Neutral White The following 2-270 right 2° Rotated right 270° Rotated left 90° 277 277V 98L 9s LEDs BOOmA 4000K. 70CRI mounting kits g AFR-270 Front Row. 347 (8 modules) lA 1A 1050mp Generation must be ordered Tvoa3 Rotated Rotated right 270° Ogg 480V 480V 1.2A 1200mA CW-62 Cool White separately aratel See 3 Type 3 BLC Back Light Control UNV 120-277V 14p" 1400 mA 6eneraion2 Generatlon2 acceasorlea) 3-90 Rotated left 90° BLC-90 Beek Light Control SF- Bill, Fitter 3-270 Rotated right 270° rotated at 90° HW 347-480V 347-480V Mount 4 BLC-270 Beck Light Control (50/BOHZ) (Rts to 2s/s' ape rotated at 270° O.D. tenon) 4 Type INS Well mount 4-90 Rotated left 90° with surface 4-270 Rotated right 2700 conduit rear entry permitted fi Type 5 RAIP Retrofit arm 6W Type 5W mount kit DD'•^ 0-10V Extemal dimming IMRI3^ Integral with PCB-1 Photocontrol PJa9a Square Pole Adapter Textured (forcontrolsbyothers) #3 Ions Button F1' Single (120, 277, 347VAC) Included In standard INK Black DCC-ss Duel Circuit Control Nair Integral with TLRD51" Twist Lock F22 Double (208, 240, 4SOVAC) product WIN White FAWB'•°+2 Field Adjustable Wattage Selector #7Ions Receptacle TB n B2 Bronze LLC°•2.2.2^ Integral wireless module 5Pin Pole Mount Finding Terminal Block DOW Dark Gray BL'•22e BI-level functionality TLRDTan Twist Lock FPP Single (120, 277, 347VAC) RPA^ Round Pole 6RDR-- SR driver connected to Zhe asocket g Receptacle FP22 Double (208. 240. 48OVAC) Adapter (fits to 3'-3.9' MGY Medium Gray 7Pin FPS' Canadian Double Pull O.D. pole) Customer aneciRed DYnaDlmnl Automatic Profile Dimming TLRPC°+°°•e Twist Lock 208, 240. 480VAC ( ) HIS" Internal House RAL Specify optional CS50- Safety 60% Dimming, 7 hours Receptacle w/Photocell Surge Protection(10kk standard) Side Shield color or RAL SP2 Increased 20ok CM504" Median 50%Dimming, 8 hours (.: RAL7024) CS304,' Safety 30%Dimming, 7 hours (MuCC Custom color pply color CM30" Median 30%Dimmin 8hours g• chip fo required chip for required factory quote) 1. BL-IMRI3/7equipped with out-0oartled sensor housing when 10. TLRD6. TLRDT and TLRPC receptacle pine 435 are capped off socket must be OR 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 pine In NEMA 2. Mounts to a 4' round pole with adapter Included for FAWS or LLC. receptacle are connected to OR driver.$BOB not available with equarepoles. 11. Not liable In 48OV.Ord., photocell separately with TLRD6/7. TLRD5 or TLRPC. 3. Limited to a maximum of 46 degrees aiming above horizontal. 12. Not available with DCC. 18.0-10V dimming drher standard. 4. Not available with other dimming control options. 13. Not available with SF and INS. RPA. providetl with black 19.120V or 2AV only, not available with SRDR or any DynaDimmer 5. Not available Wlm motion sensor. finish standard, options (due to driver llmRations). 6. Not available with photocontrol. 14. HIS not available with Type 5. 6W, BLC, BLC-90, or BLC�70. 7. Must specify a motion sensor lens. 15. Not available with Do.DCC. and FAWS dim ming control options. B. NutavellabWIn3470r48W 18. Not available with Do. DCC, FAWS and LLC dim ming 8. Must specify input voltage. ocntrol 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 80CR1 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-1-961-1-4a-vvvill 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. +.1 +.0 +.0 +.1 +.0 +.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 00 0.0 0.0 00 0.0 0.0 +.0 + 0 0 +0 0.0 00 00 0.0 00 00 0.0 00 00 0.0 00 Summary Average: 1.4 fc Maximum: 19.1 fc Minimum: 0.0 fc 0.0 0.0 +.0 +0 0.0 +.0 +0 0.0 +.0 +0.1 +0A __Di +G1 +0A I +0.0 +0.0 +. 0.0 +0.0 0.0 0n oo 0.0 +0.1 +0.1 +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +.. 0.0 0.0 0.0 0.0 0. 0.0 0.0 Od 0.1 0.2 0.3 O.I 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 SHIM + + + + + + _F+ + _F+ + + + _F_F+ + + + + +0.0 +00 +0.0 +00 +00 +0.0 +D1 0.1 +0 +0.7 +0.8 _FG7 _FG7 9 +O4 +0. .2 +09 +0.1 +0.1 +0.1 - - .... 1 u. .... 1 u. .... 1 u. +0.0 +0.0 +.0 +0.1 +0.1 +0A +0.1 +0.2 +J.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 +.o E N G I N E E R I N G 0.1 0.1 0.1 o.t 0.1 0.1 G2 1.3 2. 2.4 .z 4.5 5. e.2 5.0 2 1.7 09 .6 04 0.3 0.2 0.1 0.1 gi 0.1 0.0 0.0 0.0 0.0 o. LAND PLANNING - PROJECT MANAGEMENT +0.1 +0.1 +0.1 +0.1 +0.2 +0.3 +0 .5 .0 +2.4 +3.5 +5A +8. 1 14.4 +11.3 .8 .8 .3 1.6 +1.2 +G8 +5 0.4 +0.3 +G2 0.2 +0.1 +0.1 +.0 +0.0 +0.0 0 p 3 1 A_ 10. .5 912 E. HIGH ST. 434.227.5140 +0.1 +0.1 +0.1 +0.1 +0.2 +0.3 +0.7 2.2 .4 +4.6 +4.8 +6-38 .80 .5 + . 5.6 +5.4 +4.8 +3.7 +2.6 +2.0 +15 +1.1 +0. 0.5 +0.2 +0.1 +0.1 +.0 +.0 +.o CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM +0.1 +0.1 +0.1 +0.2 +0.4 +G6 +1.0 +1.5 +5.3 4TS +6.7 +6.2 +7.4 + 4T2 +9.5 + +8 + .7 .3 2.5 _ ,A - 6 +0.3 +0.1 +0.1 +. +G o A-36 @ 10' A-35 @ 10' +0.1 +0.1 +0.1 +0.3 +1.2 +2.0 +. + +12.3 +S1 7.7 +8. +9.9 +10. 0. +11.9 +10.3 + +3.3 +1 .�4 +0.2 +0.1 .0 +.o O A-34 @ 10' +0.1 +0.1 +0.1 +0.3 +0.6 +1.3 +27 6.8 +147 +10.0 /+] A-31 @ 10' A-33@10' A-32 @ 10' + 4.1 +5.3 .7 0.5 +0.1 +0.0+.0 +0 ^L'1`LrO 1 QG 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 @ lies] 4.7 0.3 0.1 0. 0.0 Q + + + + + + + + + + +9@1h, + + + + _'Go G 5 28 ❑ 10' v � f 0.1 0.1 0.1 0.2 4 0.9 2.9 ] 13.2 11.2 8.8 / - 5.8 2 0. 0.2 0.1 0.0 0.0 0.0 A- @ 10' v JUS Himp a +0 0.0 +G1 __Gl +0.2 .5 +,.2 +4 8.3 +9.9 +9.5 +8.5 +. B. .5 +2.3 .9 +0.3 +0.1 +0.1 +0.0 +0.0 +0.0 Ij�. . 45183 A-26 @ 10' .5 00 0.0 0.1 0.1 0.2 8 1.9 .1 .9 11.3 10.7 8.8 6. 6.3 7.4 4.3 1 0 0.2 0.1 0 0.0 0.0 0.0 +0 49.0 +0.1 +0.1 +0.2 49.7 +2.4 +8.5 +13.3 18. 15.9 +10.9 +7.8 A .7 1�3.6 0.4 +0.1 +0.1 0.0 +.0 +.0 ��Ilv810 `�L S•'�G A-24 @ 10' +0.1 +0.2 __G8 +2.3 +5B +12.] 9.1 .9 470 +2.9 0.9 +�.3 +0.1 +0.1 +0.0 +0.0 +0.0 .5 A-23 @ 10' A-22 @ 10' -20 @ 10' A- 1 @ 10' A +.0 +.0 +0.1 +0.1 +0. + +2.3 +5.0 +].9 +8. +5.2 +1. +0 +0.2 +0A +0 +0.0 0.0 +0.0 9@10' 0.0 00 01 01 0 09 23 55 8 49 24 9 11.3 +0.1 +0A 0.0 +.0 +.0 + + 9 A-18 @ 10' MAJOR SITE PLAN AMENDMENT +.0 +0.1 __G1 +0.2 .5 +1.2 +2.6 +4.2 +5.8 +4.1 +1.9 +0.7 +G2 __Gl +0A +0.0 +0.0 +.0 FIFTH STREET 0.0 0.1 0.1 0.7 1.9 4.5 .4 9. 4.9 0.5 0.2 0.1 0 0.0 0.0 0.0 + + + + + + + A_„@,G. + + + + + + + A-16@10' O .5 LANDING +Gl +0. +G2 5 +1.3 +2.7 +4.8 +6 .] +2.9 +1.0 +0.3 +D1 +G1 0.0 +.0 +.0 A @' SELF STORAGE 0.2 +1.0 +2.6 5.6 9. ++5.3 +.3 _ , A .5 +0.2 +0.1 +0 +0.0 +0.0 +0.0 01 02 0. 1.7 47 95 1z. A-14@10' 6 3, „ .5 D, D, D DD DD DD ALBEMARLE COUNTY, VIRGINIA + + 5 +. + +. +. +. +. + +. + + + + A @ 10 SUBMISSION: o +0.1o.d +,.7 +1. +12.7 A-12 @ 10, d.z +1s +o +o.z +on +.o +.o +.o +.o 0 +0.1 +0. +0.8 +3.2 +9. A-11 @ 10' +6.7 +3.8 +1./ +0.2 +0.1 +0.0 +0.0 +0.0 +0.0 2023.04.03 A-10 @ 10' A-9 @ 10' REVISION: 0 +0.1 +0.1 + .3 +1.0 +2.4 +4.5 + . 44.3 5.9 +4.4 +2.1 +0.8 +0.3 +0.1 +0.1 .0 +0.0 +.0 +0.0 A-8 @ 10' A-7 @ 10' 2023.04.07 [ARBi i 0 0 .1 +0.1 + 0.7 +1.1 +1.2 +1.2 +1.8 +3.3 + . A-6 @ 10' +4.0 +2.1 +0.8 +0.3 +0.1 +0.1 +.0 +.0 +.0 A-5 @ 10' 5 +. +On __Gl +0.1 +G3 + 0.5 6+0.8 +1.2 +2.0 +3.2 +6.8 +2.5 +0.7 __G2 +0.1 +. +0.0 +0.0 +0.0 A-4 @ 10' +0.0 +0 +.0 +0n +.0 +.0 +0 +0.1 +0.2 +0.2 +0.3 +0.2 +0.2 +0. + .6 +.7 +1.1 +1.6 + +11.8 +5.6 +1.8 0.5 +0.1 +0.1 .0 +0.0 +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 +0.2 +0.2 +0.2 + 5 0.5 +1.4 +3.9 + . +6.8 +2.5 +0.7 '+0.2 +0.1 +.0 +.0 +.0 +.0 A-1 @ 10' +.0 0.0 .0 +0.0 0.0 +0 +.o 0.0 +0.1 __Gl +0.1 +0.1 +G1 +0.1 __G1 +G1 +0.2 +0.2 +0.3 0 5 +1.0 +,.6 +1.9 +1.5 __G8 +0.3 +0.1 +G1 +0. +0.0 +0.0 FILE NO. +.0 +.0 +.0 +0n +.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 +0.0 21.020 +.0 +.0 +.0 +.0 +.0 +.0 +On On 0.0 +On 0n 0.0 0.0 0,0 +.0 +0n +0.1 +0.1 +0.1 +0.1 +0.1 +0.2 +. +. +. .1 On 00 0.0 +.0 +0 0.0 +.0 +0 0.0 +.0 +0 0.0 +.0 +0 +.0 +.0 +0 +.0 +.0 +0 +0.1 +G1 +0.1 +0.2 +G1 +0.1 49.0 +0n +.0 0.0 LIGHTING PLAN +.0 +00 +00 +.0 +00 +00 +.0 +00 +00 +.0 +00 +00 +0.1 +0.1 +0.1 +0.1 +0.1 +00 +.0 +00 +.0 ECF-L-Ecol'orm-area-large 04/22 page l of PREMIUM 30 Scale: 1 0 30 60 90 C9- I" COMPRESSION It 3/4" MALE PPE CQUPI 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 SNGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION sERNDEs. [COVER LIFT NOTCH 14 1/2" NOTE: HYDRANT MUST BE TO THE MANHOLE. T"zl"zl"1EE 12 3/8" 12 1/2" EQUIPPED WITH CHARLOTTES— VILLE THREADS WHICH IS LATERALS NAG AE PIPE SADINTO N EXISTING SEWER MAIN SHALL 2 BE SEWER THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% OI 8' MIN (1/4" PER FOOT) �Q 7 WATER (270,) 2TO 10' 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN 18"-22" DIAMETER OF 4", DUAL SERVICE FL CAST IRON LID 7 CU. FT. ALVE BOX 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 APPRO ED EQUAL SALT COPPER , 42"MIN �. �."i:T 6" GATE TREATED FINISHED GROUND 2 % 4 MARKER "+ VALVE I �T%•T °' 8" X 6" Lam, ": FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE MERE AN IRRIGATION METER IS NOT PRONDm. a ,`1 " b •° TEE T 2500 P.S.I. CONCRETE BASE AND THRUST SINGLE SERVICE • �' `11 BLOCK AGAINST CAST IRON LLD 18" UNDISTURBED STABLE SOIL. FlNI9IED GRADE • ` STEEL PILE TY-1B a 6" EXTENSION RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN PLUG END OF LOIXMNG BALL Bo%R 6" A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL MAIN LINE SERVICE LATERAL �mw a BE USED AS ADDITIONAL SUPPORT. SECTION 3B" MIN. QU1Fh COPPERSETTER PIPE SLOT 45'0'0" 1/8 BEND COUPUNO� ys (2 PLACES) - NOTE YEIER 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT CORPORATION STOP : c,,,,•.r.-y„t,,,,.v-, BRICK AS NECESSARY t">N>v .y'<, < ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND SAND OR DUST UNDER b<ai:'i :;j i'S� BOX AND SETTER (2-INCH T�,„"Nr"y `".r ��+R . .:n N)OT SPEC ZDa NO. 5T MINIMUM iHICKNE55) ���,.::kti,t `.; a. AGGREGATE NOTES: VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IN LINE WYE—TEE ND>E: •„•.;,.,> dykG ;_; ls%k;R (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. IT IS NOT ALLOWED IN THE DITCH. PLAN 1) SAODIES STALL BE USED ON PVC PIPE. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP z) NO SREATED FlTTNGS. HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 3) LATERALS INSTALLED WTHIN EASDNG, OR PROPOSED, VDOT REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE VARIES RIGHT-OF-WAY SMALL BE INSTALLED IN A 2-INCH PVC SDR-21 OR HOPE DR11 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 NTS 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 C1Q NOT TO SCALE ACSA: SEWER LATERAL CONNECTION C10 NOT TO SCALE C10 NOT TO SCALE C10 NOT TO SCALE PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL VARIES INISHED GRADE ROAD CENTERLINE SHIMP 4" DIAMETER BRANCH VALVE BOX AND VALVE - „ — - FINISHED GRADE ENGINEERING \ )yv v, 0.5 12.0 10.0' 2.0 LAND PLANNING - PROJECT MANAGEMENT M.J. PLUG AIR RELEASE VALVE �/, LANE LANE 0.5' o I �'` VARIES AT OUTLET IIIWy11tl ADJUSTABLE TRAFFIC RATED 912E.HIGH ST. 434.22z5140 ' BRASS BALL BRASS PIPE VALVE VALVE BOX W/ LID u - 2 0% 2FT GUTTER PAN CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM aP: z f o " .. , 000000 .: WATER MAIN RESTRAINED JOINT FITTINGS DRAIN TO ~I a 0.5 FT CURB 1.5" SM-9.5A SUPERPAVE ROAD BM-25.0 ON—LINE CENTERLINE73.0" " VDOT #21A BASESTONE TH (TYPE " B" ) BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE M.J. GATE VALVE `v "K" O H U JUST P VARIES THREADED COUPLING TYPE SOFT COPPER OR BRASS ----- 451KM BRASS NIPPLE AND PVC PVC SLEEVE o CAP CORPORATION STOP ('� H TYPICAL ROAD SECTION LUBRICATE ALL THREADS THRUST BLOCK WATER LINE C�Q NOT TO SCALE S �G S'IONAL V' METER BOX (SEE FIG. W-7) VALVE Ud , 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 AREAS, A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL. a THRUST BLOCK .4 1.5" OF SM-9.5A SUPERPAVE = GRADE ALLOWS VARIES VARIES 2" BRASS PIPE \\\\ SHALL BE USED. E a. MAJOR SITE PLAN AMENDMENT 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER a', e 3 OF BM-25 PAVEMENT `WATER LINES 12 AND LARGER USE 2" A.R.V. AND FITTINGS. ° 4 0 0o0o0o0o o 0 0 0 000o0o0 FIFTH STREET MAIN AND VALVE 2" THREADED TAP 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN e a 6" — VDOT #21A BASESTONE ARE SAME SIZE PLUG ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. III III III -I- COMPACTED SUBGRADE LANDING 4) THE ACSA WILL DETERMINE IF A TYPICAL 5/8-INCH METER BOX CAN BE USED IN UEU 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 s TYPICAL PAVEMENT SECTION ALBEMARLE COUNTY, VIRGINIA TYPICAL BLOW —OFF ASSEMBLY W-9 FIG. NTS SUBMISSION: FIG. W-5 C10 NOT TO SCALE NTS 2023.04.03 FIG. W-8 TD-20 TD_g TD-19 2023.04.07 IARBI 5 ACSATLOW—OFF ASSEMBLY TIP. 6 ACSA: AIR RELEASE VALVE 7 ACSA: GATE VALVE Aa a A .. 4" - 3,000 PSI CONCRETE ..44 a 0000000000000000I 4" - VDOT #21A BASESTONE C�� NOT TO SCALE C10 NOT TO SCALE C1Q NOT TO SCALE COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED 10 TYPICAL SIDEWALK SECTION FILE NO. C10 NOT TO SCALE 21.020 SITE DETAILS clo