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HomeMy WebLinkAboutSDP202300026 Plan - Submittal (First) 2023-04-04MAJOR SITE PLAN AMENDMENT LEGEND EXISTING NEW DESCRIPTION BOUNDARIES 50 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 >2 W SPOT ELEVATION 311.5 TC x- TOP OF CURB ELEVATION 311.5 TIN x >2 TOP OF WALL ELEVATION 311.5 BW 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 0 0 GUY WIRE OHU OHU OVERHEAD UTILITY UGU UGU UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER .! ROOF DRAIN SANITARY 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 slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. EXISTING USE Commercial & Open PROPOSED USE Self -Service Storage Facility LAND USE SCHEDULE EXISTING Area % Building 0 SF 0.0% Pavement 5,770SF 57.1% Sidewalk 0 SF 0.0% Open Space 143,641 SF 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)/building(s). The Special Inspector's report must 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 Qty 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' 1 „Hope ho._,> a 0� h Rd Beacon m5thv APartmeNsm Cvine Bath A Unned Wealth Q Beacon Hill AtIart his Managemem Q n n 111cpA9 5th Street - Fy 6 �mspJ f� � Wnlsyn -y Jackson Via Q Elementary School ��� Pentad lniegnIt eanti` MoaehY o' Food Lion ga+ e 6� ® qr <u �snas�o \ / ;n Innvny 0 Ga.oe Alamo Dr esville '(iiti', o Clnema ClWlrfitcsvtlk© � a _ ch�on 5 7....Stationo y. „9 AZALEA Kr lspv Klein, % PAPV: call. m: rioeressl C -aosv Q DICKS Sporting Goods\`� AA '= SITE sE.: sonwn°o" -�----, zv Atton pWgq Ch 'h)?W..vlll x AiT rIeUa lnyT en n •/ Q- Str`� QD y PMe� pr,W Q v �e Army National Q g o Guard Recruning Q: Go glee 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 C10 SITE DETAILS APPROVALS Current Development Planner Date Current Development Engineer Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date Architectural Review Board Date 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 MAJOR SITE PLAN AMENDMENT FIFTH STREET LANDING SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.04.03 REVISION: FILE NO. COVER 21.020 C1 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. W. ayne Crmb 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 Sth 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 GENERAL NOTES SEE INFORMATION BY: ROUOARUSH, GALE AND ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, MRGINIA DATE: JANUARY 26, 2000 T9EDGa6PNC: EXISTING TOPO TAKEN FROM WUDABUSK GALE AND ASSOCIATES &TF PLAN DATED JANUARY 26. 2000 SITE.11ATA TAX MAP ZBM (1)-1 FAX MAP 76-55A. BENCHMARK IS ESTABLISHED ON SOUTHEAST CORNER OF HEADWALL STAMPED ALBEMARLE COUNTY BENCHMARK b5 ELEVATION - 380.60 rAR E PAL, Al - TUP 26-55A : HC - HIGHWAY COMMERCIAL PARCEL A2 - TMP 76M(1)-t : L1- LIGHT INDUSTRIAL (EXISTING) REQUESTED RE2014EG TO HC - HIGHWAY COMMERCIAL PARCEL A3 - OLD TESB'S LANE : NOT CURRENTLY ZONED REQUESTED REZONING TO HC - HIGHWAY COMMERCIAL PARCEL M - TAP 76M(i)-1 (RESIDUE) : L1- LIGHT INDUSTRIAL NOTE: PARCEL Al. A2 AND A3 BOUNDARY UNES TO 6E ADJUSTEO BASED ON FUTURE SITE PLAN �Oi�RO ANY PUBLIC STREET RIGHT OF WAY 50' FROM ANY RESIDENTIAL OR RURAL AREA DISTRACT ONNSSET! STREET NEW INTERSECTION OF GIN STREET & FINSWATE ROM 84 ALBEMARLE COUNTY, VIRGINIA BAG'STERIAL OSTR 6COTTSMLLE DISTRICT OWNFR,CFff[,QPER: MORTIS, ORTIS CREEK YACHT MM IND. 1200 FIFTH STREET CHARLOTTESVILLE, VA 22002 EXISTING CONDRIDN3 ?ARTIALLY WOODED LOT UDEUL 5: (APPROX. LOCATION OF EXISRNO WATER: ON ADJACENT SITE & 5th STREET FIRE HYDRANT. ON ADJACENT SITE SANITARY SEWER: ON SITE ELECTRICITY: ON SITE ALBEMARLE COUMY BENCHMMI( METAL DISK ON S.F. CORNER OF ELEVATION = 380.BO' NE � DWKY LOODI LINE PUBLIC IMPROVEMENT BASED ON PROFFER I ] cING 1: 5,000 Aq, U. ILOINC 2: 9,360 it. TREE COVER REQUIREMENT: TO BE DETERMINED WITH SIT£ PUN 'E" STORE BID. /1): 1 SPACE PER 2W SO. FE GROSS FLOOR AREA GAS SALES: NONE REQUIRED EATING ESDINO TTABLISHMENT (SEE. J2): 13 SPADES PER 1000 SO. ED GROSS FLOOR AREA PACES BUILDING y2. 122 SPACESo(OVIB') MCLUIDNG M5 /C SPACES SITE PARKING TALC REQUIRED REGULAR PARIONG: 147 SPACES (9'x18'} PROPOSED REGULAR PARK10] SPACES (9':118'i_ Q SPACES 10'N PROUIREDPOSE N/C PPARKIN: 6 SPACES .X18i PROPOSED F/CTOTAL! PARKING 7 SPACES 'X/B PROPOSE TOTAL! 115 SPACES PROPOSED TOTAL, 161 SPACES 16BRACE/TRASH STOWa MASONRY ENCLOSURE$ WITH GATES %IUIRMINED WITH SITE PLAN SIONAGE WILL W SUBMITTED AT THIS TIME LITER AS A SEPPRATE SITE PION AMENDMENT SITE PUN STORMWATER QUALITY TO BE ADORESSE 'b PETERS, SWALES, AND B/SRTS USING INTERNAL DRAINAGE WITH DISPERSED PUN TO BE SUPPLIED WITH SRE PWi E & S PLAN WILL BE PHASED TO INSURE R1Ai NO LACED BEYOND FLOODWAY LINE FILL FEC D I I: . FILL DENSITY PLACED E THE R000 PLAIN SHALL TA COMPACTED TO E95%WILL OF THE MAXIMUM THROUGH PER FNMA REQUIREMENTS. THE FFH V5G OF THE FILE WILL BE ASSURED THROUGH IN RCEMNTENGINEERED FILL DESIGN WETS NEEDED' F CING THE RE AMID GEOIEXDLE FABRIC BASED ON THE OF THE SLOPES, AS NEEDED, FACING THE OF 4.4 F.P.S.Y THIS IS BASED ON THE MEAN VELOCITY OF R . P YEAR FLOOD LO 4,A AMFOR MOORES CREEK AND 4.1 F.P.S. FOR BISCtIR RUN, PER THE FEW IDWR DAM ]-05-2000 F 9 IN /E�a�� OWN ' j I 1 \ `o!'IDc It , u IxrnA2nt F, lkNl/ -/ Ir I ) T.M.P. 75-55C 41, 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. 6'-16? oz s e s ames of 1 s rin d NAll O ue^ e e�lr �-1.QelG`4/C/Dat �1 G�/� o� Signature of Attomey-in-Fact (Attach Proper Power of Attorney) LEE OUNTI ON FLOW INSURANCE LIMIT *RAREF.ODDWAY/FUOODPILAINALBEMARLE OF HNI5. RATE MAP FOR ALBI:UMIE WNOOD ' E NUMBER 0220 B. ET OINE y MM-COMMUNW-PANEL 16, 1980; REVISED TO REFLECT LOMR DATE: REMSE TO R F / ANTED JULY 5, 2000, JULY S. (�\` ## BASE FLOOD WATER SURFACE ELEVATION (BEE) BASED ON FLOOD INSURANCE RATE MAP FOR ALBEMARLE COUNTY (PANEL MO OF 475, WMMUNITY-PANEL NUMBER 5IM06 0220 B, ONE EmICINE DATE: DECEMBER 16, 1980; RINSED M REFLECT 1R LONR DATED JULY 5. 2000) AND DEWBERRY & DAMS TECEOIXYL MEMORANDOM DATED APRIL 3, 2001 USING THE APPROVED FEMA FLOOD MODEL OF THE JULY 5, 200 LOMR. \ ### ALBEMARLE COUNTY FLOW SFUDY FOR MOORES CRI AND ' GERI RUN DATED VNM AND APPROVED FEW LOUR DATED aEj UELEAVROM 3BSSTHE PROJECTED NTURE WRIER SW6ACE INTERSTAT`/ 64 _ AT NA Printed Name of Attorney -in -Fact 1 so' W' 120' CONTOUR INTERNAL (UNLESS LABELED OTHERWISE) 13r PPOJECT ND. Rp11w qyG. D\TE: 01-OB-02 Cf901T BlY OIL DRAWN BY: Cal APPROWDI CID ScALE'. SHEET NUMBER C2 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 H Imp Y 1Ue.45183 - 4aj�23 1, Q /mA `�SSL MAJOR SITE PLAN AMENDMENT FIFTH STREET LANDING SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.04.03 REVISION: FILE NO. 21.020 APPROVED ZMA1999-013 & SP1999-059 CONDITIONS C2 18" RCP INV OUT: 378.80 I EX. DUMPSTER PAD / z ` \\ \ \ \ 00000 00000 LOT \ \ \ A PORTION OF / / \ \ 20' ACSA / r TMP 07 -OSSA 0.656 AC. 0 SEWER�A MENT \ \ \ / \ / DB 5013 PCB 259 H - - - - - \ SSMH \ \\� \ \ \ / \ \ / v / - \ \ T0�I9 3.35' \ �� WV \ 8" PVC INV=382. \ \ \ \ 0 "WMx2 SOIL TYPE 7 irk 20' PRIVATE DRAT GE EASEMENT / WV w 3 - USG B / J DB 5013 G 259 WV GO \ / / 20' AND VRIABL EA IDTH \ \ \ \ WV \ SSMH 90 90 ACSMENT 8" P INV=383.60' D 013 PG 259 A WAT RLINE GO I \ Fk\ on) NEW VARIABLE WIDTH ` / ,,. Alk PRIVATE ACCESS & PARKING<� / P RTION OF \ \ \\ EASEMENT BOUND Y TO BE VACATE EX. BOUNDARYPORTIO0 BE VACAT�/ N OF 15 LF OF EX. 15" RC TBR / { \ EX. SDMH TBIR�- \ \ ��4t TOPNOT A CCES NT / \ � TW=389.52 BW=385.30 / PORTION OF 20' AND VARIABLE WIDTH \ I PORTION OF 0 PRIVATE ACSA WATERLINE EASEMENT / / / AC A SE ASEMENT DB 5013 PG 259 \ DBT 1 PG 259 / TO BE VACATED B VACATED \ 1 TW=389.50 BW=385.30 LOT 2 TIvIP 076M1-00-00-00100 A PORTIO OF FTV INVESTMENTS LLC \ TMP 07600-0 00-055A ED BOOK 4278LACE 243 ( ' ( 1/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 BW=385.32 SHIMP DEED BOOK 1711 PAGE 424 I / / / I ZONED: HC \ I / ENGINEERING2. LANDPLANNING - PROJECT MANAGEMENT EX. SDMH TBR TOP NONOT ACCESS / � / / / V 912 E. HIGH ST. 434.227.5140 TW=389.38 / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM BW=385.33 / \ EX. SDM TBR \ / \ TOP 87.20' \ \ 15" VC I=382.70' / /off / \ PORTION 20' P ATE DRAINAGE bfASEMENT DB 5013 PG X9 O TO BE VACAIED TW=389.49 SOIL TYPE 22C3 / / / / \ BW=385.40 / - - - use B o / U Jul M mmp 45183 TW=389.51 BW=385.49 \V / \ { /_ 90 SOUSGIL YB/DPE 95 / I MAJOR SITE PLAN AMENDMENT BW-38556 / FIFTH STREET LANDING \ \ ✓ / EX. 15 PVC TBIR /I TOP=38I/ / SELF -STORAGE INV=382.55.55' �� 1 ALBEMARLE COUNTY, VIRGINIA BW-385.7 / SUBMISSION: TW=389.57 2023.04.03 REVISION: TW=389.4 TW=389.67 TTW=389.73 TW=389.67 BW=384.74 TW=389.67 W=389.72 BW=385.6� BW=385.66 BW=385.67 / BW=385.69 BW=385.69 TW=389.73 BW=385.69 I/� ) � SOIL TY ■� 1 ,- USG B mmon �� - � / / J FILE NO. 21.020 mmom , / / / / / / / / I �I / 77 77' / EXISTING CONDITIONS 20 0 20 40 6p// Scale: 1"=20' / / /// / �/ C3 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 \ \ \ \ c4 TOP=389.35' WV DRAI 8" PVC INV=382.65' \ \ \ WV w\ 3 ®�-WMx2 20' PRIVDBE5013 G GE EASEMENT \ 0 \ NEW CORPS SSMH. 20' AND VARIABLE WIDTH W 20' ACSA WV `pp i - 90.90, AWATERLINE EASEMENT WA NEE-ASEMENT P INV=383.60' 5 PG 259 0/P Nf ` NEW 20' PRIVATE mow^ ellCAP,+ DRAINAGE EASEMENT NE MH-1 w T FF - 0 o - AT EP A-Z N GV TE " 117 LF 1 HDPE ,NEW DI-3B ATE ACCESS & Al HA EASEMENT F?3 i IMITS OF DISTURBANCE= .28 AC S V) eOUNQ _ CF is Y N a qR 4lNf o 2 N W 1 w NEW FOG O z CID..e ° /o AO 1 � TW=389.52 NEW 3 _ BW=385.30 A � e ` J. 'Q a 60 O l TW=389.50 5.30 6•. yoo O Epp` n� a LOT 2 TMP 076M1-00-00-00100 A PORTION OF FTV INVESTMENTS LLC U TMP 07600-00-00-055A 44,j DEED BOOK 4278 PACE 243 1.116 AC. Z ZONED: LI e h TMP 07600- 0 0 / SHIMP MORRIS CREEK YACHT CLUB C TW=389.40 C/0 THE OLYMPIA PIA CO COMPANIE - '9 Bw=385.32 DEED BOOK 1711 PAGE 424 p° a ZONED: HC ENGINEERING2. / LANDPLANNING - PROJECT MANAGEMENT Go / G 912 E. HIGH ST. 434.227.5140 / a TW=389.38 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 2 BW=385.33 � e �t O O e J NEW DI-313 TW=389.49 / N °' 4BFLOORS Bw=3as.4o O Jul mmp UP / / 26,180 SF/FLOOR M 83 FEE 391.00 N n BO 45183 ar23 4 < ° TW=389.51 SSi�L BW=385.49 e / a / TW=389.59 MAJOR SITE PLAN AMENDMENT BW=385.56 �P FIFTH STREET / LANDING z /4g2� r SELF -STORAGE v / ALBEMARLE COUNTY, VIRGINIA TW=389.57 SUBMISSION: BW=385.6, 2023.04.03 / REVISION: TW=389.4 TW=389.67 BW=384.74 TW=389.67 TW=3B9.72 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 NO. - 21.020 SITE & UTILITY PLAN 20 0 20 40 60 Scale: 1"=20' C4 18" RCP INV OUT: 378.80 IZZ EX. DUMPSTER PAD Z LOT 1 A P ORTION OF 0 / \ \ 20' ACSA \ \ \ r TMP 07 0.656 AC. -OSSA / \ / \ / SEWER�A MENT DB 5013 PCB 259 H ® V h 20' PRIVATE DRAT GE EASEMENT WV w\ �-WMx2 DB 5013 G 259 \ \\ \\ \ \ \ WV 20' AND V RIABL IDTH \ \ \ \ \ W ACSA WV ' i A,i WAT RLINE EA VENT `- \ \ \ \ \ \ \ WA NEASEMENT \ 5 PG 259 1` \ NEW 20' PRIVATE DRAINAGE EASEMENT ATE ACCESS ' i IMITS OF DISTURBANCE= .28AC 90 75/ - -td w 90 17 w. / / I TW=389.52 \ \ \ I \ a Ose 77 2T 02 , BW=385.30 O 43 J 6N° \ 89 aB h TW-389.50 I t ` `IV 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. \ \ \ \ \ I \ I ^ p 91 00 Q < ZONED: LI TW=389.40 DEED BOOK1PAGE 424 + BW=385.32 SHIMP TMP 07600-00-00-0 0 CREEK YACHT CLUB C 0 90 C/O THE YMP1O ZONEDHC 00 ENGINEERING2. LANDPLANNING - PROJECT MANAGEMENT GO G / \ 912 E. HIGH ST. 434.227.5140 BW=385.33 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM V A Epp 'J'z/ / - \ / � - ;,.. a0 v I \s� R�9 0�4 xv UU TW=389.49 , BW=385.40 BUI LDING a U Jul M HIMP 26,180 SF/FLOOR 90 0 45183 FEE 391.00 N . n ~2�23 4 TW=389.51 SSi�L 1 \ / BW=385.49 \ < < ` / / \/ / / �190 MAJOR SITE PLAN AMENDMENT / \ BW=385.56 / FIFTH STREET \ LANDING 86 8% / / SELF -STORAGE 1 \\ / ALBEMARLE COUNTY, VIRGINIA // W=369.57 li9 / / � SUBMISSION: BW=385.67 / / 2023.04.03 REVISION: TW=389.4 TW=389.67 BW=384.74 TW=389.67 TW=389.72 TW=389.73 W=385.67// BW=385.66 BW=385.67 TW=389.67 BW=385.69 BW=385.69 TW=389.73 / I BW=385.69 FILE NO. 21.020 '/ GRADING PLAN Scale: 1"=20' 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 4 STORM PROFILE AO—BO BOO 420 420 C5 SCALE: 1"=20' HORIZONTAL, 1"=10' VERTICAL 415 415 410 410 405 0 405 N 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 ZIF 370 370 365 50 10+00 10+50 1 1 +00 1 1 +50 12+03065 O iVi HIMP Jul 45183 2 STORM PROFILE BO TO ROOFDRAIN s 'zr23 �4 C5 SCALE: 1"=20' HORIZONTAL, 1"=10' VERTICAL Ste' AO Al A2 A3 420 420 MAJOR SITE PLAN AMENDMENT 415 415 FIFTH STREET 410 410 LANDING 405 405 SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA aoo 400 SUBMISSION: w o d 2023.04.03 395 395 REVISION: 390 390 385 385 IF i 2 °J 380 a 380 La m — mN o 375 375 coc0 w z FILE N0. z 370 z > 370 21.020 3� UTILITY PROFILES 365 50 10+00 10+50 11+00 11+50 12+00 12+50 5 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 � x x W 3 36g5 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 395 395 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 �3: co - _ 370 x Z 370� H� 36a 50 10+00 10+50 f 1 1 +QIT 5 u Jul M HIMP Y 45183 2 WATER LINE PROFILE 1p �4 C6 SCALE: 1 "=20' HORIZONTAL, 1 "=10' VERTICAL 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: 390 390 385 385 380 380 w M 375 U375 w FILE NO. 370 """O 370 21.020 x o zI_ 5 w j 369 5° 10+00 10+50 11+00 11+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 / DB 5013 G 2 RESIDUE OF / TMP 07600-00-00-055A FTV INVESTMENTS LLC OB 4278 PG 243 OB 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 9 Ulmus americans 'Princeton' American Elm 'Princeton' 2.5" 4 25 397 1588 p Medium Deciduous Tree Corpinus betulus European Hornbeam 2 5" 6 20 177 1062 �•r� Ornamental Tree Catalpa bignoides Southern Catalpa 6-8' Ht. 3 22 308 924 TOTAL SF: 5794 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 + 5,794 SF OF NEW CANOPY 16,794 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. V — EX. DUMPSTER PAD / 1*00 / LOT 1 / A PORTION 0 / 20' ACSA \ \ \\ iMP 0]00-00-0 0.656 AC.-OSSA i SEWER -EA MENTDB 5013 259 / / I I / / /// / \ \ \ \ \ SOIL TYPE ]y 20' PRIVATE ORAI GE EASEMENT I USG B 0000, 4 DB 5013 20' AND VpRIAB DTH 20' ACSA ARLINE 25 EA MENT WA ENT a7! ,PG 259 P IE#SEEM\ / NEW 20' PRIVATE / I DRAINAGE EASEMENT / / /I I / / / \ \ \ I \ \ / _• \ ATE EASEMEN& / MITSOFDISTURBANCE= .28AC / l BW=385.30 \\ i///�__�/////// / /I \ Z //// / �///// / \if \\ II� Trx I / `� 0r 2 P m6M1-oo-oo-ooloo FTV ZONEDE INVESTMENTS E A PORTIO OF AC TMP 07600-00-OSSA ED BOOK 42]e PAGE 243 / TMP 0760E-YACHT DI 0 MORRIS CREEK YACHT CPU C C/0 THE OLYMPIA1711 COMPANIE DEED BOOK 1711 PAGE 424 \ ` I / p• / r / / I / / ZONED: HC r - �% / // v / v �� /l / I rr EXISTING O G I/ANDSCAPEWITHIN I r / J r PROPERT BOUNDARY TO soli use S10, /BUILDING - REMAIN OUTSIDE OF LIMITS / /i/ / 4 FLOORS OF DISTURBANCE) \ ) I 26,180 SF/FLOOR FIFE 391.00 N •e. SOIL TYPE 95 76 4111 �PROX. 11,000 SF OF EXISTING CaTrWI44" Ps,p:FRIL. BOPNDAkRY TO REMAIN (OUTSIDE OF LIMIT)5 OF DISTURBANCE) // / / I — / —( _/ L 30 / / 3 / / 60 / / 9Q Scale: 1 "=P0' SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U Jul M WMP 45183 ar23 p AL MAJOR SITE PLAN AMENDMENT FIFTH STREET LANDING SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.04.03 REVISION: FILE NO. LANDSCAPE PLAN 21.020 Gardco EcoForm Gen-2 combines economy with performance in an LED area Project: luminaire. Capable of delivering up to 52,500lumens or more in a compact, low Location: profile LED luminaire, EcoForm offers a new level of customer value. EcoForm Cat.No: features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral Type' control systems available for further energy savings. Includes Service Tag, our Lamps: 01Y innovative way to provide assistance throughout the life of the product. Notes: Ordering guide 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 El EcoForm SOL 80 LEDs 900 900mA WW-G2 Warm White AR' Arm Mount Type 120 120V site and (5 modules) 1A 1050mA 3000K, 70CRI (standard) 2 Type 2 AFR Auto Front Row 208 208V area, large 1,2A 1200mA Generation 2 2_ AFR-90 Auto Front Row. 90 Rotated left 90° 240 240V NW-02 Neutral White The following 2-270 Rotated right 270° Rotated left 90° 7 7V 98L 98 LEDs 800 BOOmA 4000K. 70CRI mounting kits AFR-270 Auto Front Row, 3434 947 94N Smodules) 1A 1050mA Generation must be ordered Type3 Rotated right 270° 480 480V 1.2A 1200mA CW-62 Cool White separately (See 3 Type 3 8LC Back Light Control UNV 120-277V 1.4A" 1400mA 5000K. 70CRI Generation accessories) 3-90 Rotated left 90° BLC-90 Back Light Control (50/60Hz) SFr Slip Fitter 3-270 Rotated right 270° rotated at 90° HVII 347-480V Mount Tvge4 BLC-270 Back Light Control (60/BOHz) (flu to ". rotated at 270° O.D. tenon) 4 Type 4 WS Wall mount 4-90 Rotated left 90° with surface 4-270 Rotated right 270° condult rear entry permitted 6 Type 5 RAM' Retrofit arm 61N Type 5W mount kit DD" 0-10V External dimming (for controls by others) DCC444e Dual Circuit Control FAWS4u'r Field Adjustable Wattage Selector LLCx O,Av Integral wireless module Sit BI-level functionality SRDR*°"' SR driver connected to Zhaga socket CS6l Safety 50% Dimming. 7 hours CM5044 Median 50%Dimming, 8 hours Gil Safety 30% Dimming, 7 hours CM90ds Median 30%Dlmming, 8 hours IMRI3- Integral with PCB" Photocontrol Fu?Ing N3 lens Button l Single (120, 277. 347VAC) IMR17'6Integral with TLRDS'eo Twist Lock F2s Double (208. 240. 48OVAC) k7lens Receptacle 5 Pin Polls Mount Fuclgg TLRDP°^ Twist Lock FP1° Single (120, 277. 947VACJ Receptacle FP2r Double (208. 240. 480VAC) 7 Pin FP30 Canadian Double Pull TLRPCI-11 a Twist Lock (208, 240, 480VAC) Receptacle w/Photocell Surge Protection Ol standardl SP2 Increased 20kA ea In standard BK Black Iat WH White Terminal Block BZ Bronze Round Pole DGY Dark Gray Adapter MOY Medium Gray (fits to 3"-9.9" elfled O.D. pole) Customer-e Internal House RAL Specify optional Side Shield color or RAL (ex: RAL7024) CC Custom color (Must supply color chip for required 1. BL-IMRI3/7 equipped with out -boarded sensor housing when 10. TLRD5,TLRD7and %RPC receptacle pins 485 are capped off socket must be SR compatible (See specifications for more voltage HVU 347-480V e when ordered with of the Dimming controls DID or ro e details). Consult factor for lead time. AII] Ina In NEMA r P 2. Mounts toed"round pole with adapter included for P P FAWS or LLC. receptacle are connected to SR tldver. SRDR not available with equate poled. 11. Nat available in 480V. Order photocell separately with TLRD6/]. TLRD6 or TLRPC. 3. Limitedtoe maximum of46 degrees aiming above horizontal. 12. Not avallable with DCC. 18.0-10V dimming driver standard. 4. Not avallable with other dimming control options. 13. Not avallable with SF and WS. RPAs provided with black 19.120V or 27W only. not available with SRDR or any DynaDimmer 5. Not available with motion sensor finish standard. options (due to driver limitations). 6. Not available with photogontrol. 14. HIS not eveileble with Type 5,51N, BLC, BLC-90, or BLC-270. 7. Must spacify a motion sensor lens. 15. Not available with DD,DCC. and FAWS dimming control options. e. Not avallable In 347 or 480V 16. Not available with 0 D. DCC. FAWS and LLC dimming 9. Must specify Input voltage. control options. V. When ordering SRDR. controller (by others) to be used on ECF-L_EcoFerm_erea large 04/22 page l of Ill�ll'I'mill III!; gill Nv a n+na s L 4 MFHIUM Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number of Lamps Filename Wattage Light Loss Factor EcoForm Area LED ECF - (6) LEDGINE SLD ❑ A 6 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: 2.4 fc Maximum: 19.8 fc Minimum: 0.0 fc 0.0 +0.1 +0.1 + .0 + .0 + .0 + .0 + .0 +0.0 +0.0 +0.11 +0.1 +0.2 +0.3 +0.3 +0.399 +0.2 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.2 +0.4 + . ..5 +0.3 +0.2 +0.1 +0., +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + .0 +0.1 +0.1 +0.3 +0.7 +1.1 +1.1 +0.9 + +0.4 +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0., +0.0 +0.0 +0.0 66 + .0 + .0 + .0 + .0 + .0 +0.0 +0.1 +0.1 +0.2 :D +1.3 +1.9 +1.9 +1.6 +1.1 + 7.5 +0.3 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 + .0 + .0 + .0 + .0 + .0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 .4 +1.3 +2.6 +2.9 +2.7 +2.3 +1.7 +1.0 0.4 +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 + . 0.0 +0.0 +0.1 +0., +0.1 +0. +50.8 +2.7 +3.9 +4.1 +3.8 +3.3 +2.6 +1.6 +0. 5 0.5 +0.2 +0.2 +0.1 +0.1 +0.2 +0.2 +0.3 +0.2 +0.2 +0.1 +0.1 +0.1 +0.0 +0.0 +00 .+00 .+0.1 +0., + . 0.1 +0., +0.2 .4 +1.9 +4.4 +5.7 +5.9 +5.5 +4.8 +3.7 2.7 +z.3 +1.9 +1.2 + 6 0.4 +0.3 +0.3 +0.4 0.5 0.5 +OS +0.1 +0.1 +0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0. 0 .5+1 1 +3.4 +6.4 +8.2 +8.8 +8.1 +6.4 +4.2 +3.5 + . 3.6 +2.6 +1.7 +1.2 +1.0 +0.9 +1.0 +1.0 +0.8 + .6 +0.4 +0.1 +0.11 +0.0 0., 0.1 0.1 0., 0.1 0.2 03 0.6 2:' 8.7 1,.4 13. 2. 1 3.9 3.9 4.8 5.8 6.1 5 3.8 3.2 3.0 2.6 2.1 1.7 1.2 + + + + + + + + + + `J + + + + + + + + + + + + + . +0.3 +0., +0.1 +0.11 +0.1 +0.2 +0.2 +0.2 +0.3 .4 +11 +4.6 \ 11.1 +1 + 8.4 , .4 +3.8 + +5.9 +7.9 +9.1 +8.5 +7A +6.4 + 4.7 +3.7 +2.8 +1.9 +1.0 +0.4 +0.2 +0. t 0.2 0.2 0+.3 0.3 0.4 0.6 1.0 1 + + + 8.1 1.3 + + + + + ,3.9 18.3 2 .6 10 3.6 .5 .0 0.8 3.5 13.3 11.1 8+ + + .5 7.1 6.7 6+ + + +. 0 3.9 2.6 ,.3 $4 0.2 .1 + + + + + A-6 @ 20' +0.2 +0.3 +0.4 .5 +0.7 +1.1 +2.4 5.8 12.9 +14.1 +15.3 +18.0 16. °.2 +3. 11. +16. +17. +14. +9.8 +8.0 +7.7 +7.0 +6. 5.0 +3.1 +1.3 0.4 +0.2 +0.1 +0.3 { .5 +0.8 +1.0 +1.2 +1.6 +z.4 +4.6 +10 +18.1 +16.1 +14. +14.1 + ;6 1.8 +3.2 + . 9 1.8 .0 .1 + . 8.3 +7.7 4 +3.6 +1.2 0.4 +0 +0.1 b A-5 @ 2 .5 .7 1.2 1. 2.2 .2 4.2 .1 2 .1 1 4 41 .1 .7 .1 , 1 ,. .4 .2 .1 0 0 8 3 6 0 58 9.5 3 3.0 .9 8 0 08 3.6 0 0 0 HI SMP A4@20' a ENGINEERING2 .5 +0.9 +1.6 +z.2 +3.1 +4.2 +5.9 0. +20.0 +18.9 +14. + +8.7 14.8 2.2 +3.0 +1.1 0.5 +0.3 +0.2 + 1+ + + + + + + + + + + + + .0 1.7 2.5 3.5 5.0 7.3 1 3 18.5 17.1 13.5 .2. .8 14.0 17 11.4 1+.4 0 0+ .3 0.2 LAND PLANNING - PROJECT MANAGEMENT + + A-3 @ 20' 0.4 +1.0 +1.7 +z.5 +3.8 +5.7 +9. 4.3 +16.3 +15.6 +13.5 + +5 .5 +14.6 .3 +7.4 e[G1 +1.7 0. +0.3 +0.2 YI' 912 E. HIGH ST. 434.227.5140 +0.1 +0. .6 +11.2 +2.2 +3.8 +6.6 +1 . +16.5+17.8+16. 13.6+. 5. 1+10.0+12.4 12.6+3.8 +1.8 +1.1 +.5 +0.3 +0.2 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM +0.1 +0.1 +0. +0.6 +1.2 +2.5 +5.6 12. 18.5 +20.9 +18.3 +13.7 + . 5.0 +@' +8.8 +9. +7.2 +2.0 +1.0 + .5+0.4 +0.2 +0.1 .5 A-2 @ 20' a: +0.0 +0.1 +0., +0.2 0.4 +0.8 +z. +4.7 +9. 14.9 16.1 +12.0 +7.3 - .4 +8.3 +4.1 +1.1 +0 0.4 +0.2 +0.2 11 00 01 01 01 02 0.6 1.3 2.7 4. .2 4. 9.9 96 6.8 27 08 b.4 03 02 01 '_ H +0.0 +0.0 +0.1 +0.1 +0.2 .4 +0.9 +1.7 + .15. +1 .3 +13.0 +1 +6.5 +1.8 +0.7 + .4 +0.2 +0.1 +0.1 +0.0 +0.0 +0.1 +0.1 +0.1 +0.3 0.5 +0.9 +i +11.7 +16.4 .0+4.7 +1.8 +0.8 0.4 +0.2 +0.1 0 Jul M WMP 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0. 8.1 12.5 17. 14.0 4.3 2.0 0. 0.4 0.2 0.1 45183 A_1 @20, �n�23 4 0.0 0.0 +0.0 0.1 0.1 0.2 .2' 7. 11.3 .7 8.4 3.0 1.7 9 0.4 0.2 0.1 b a 5 +0.0 0 +0.0 +0.1 +0.1 +0.1 +0.1 + .1 .3 +8.1 +9.2 +3.8 +1.5 +0.9 .5+0.3 +0.2 `�SSroxAi+ 0.0 .0 +0.1 +0.1 +0.1 +0.1 38 +4.5 +5.1 +4.7 +1.8 +0.7 . +0.3 +0.2 +0.1 +0.0 +0.0 +0.0 + . 0.0 +0.0 +0.0 +0. �,2 +3.2 +3.3 +2.4 +0.9 +0.3 .2 +0.2 +0.1 +0.1 `a +00 +00 +00 +00 +00 + +00 2.1 +2.2 +2.0 +1.3 5 +10.2 +°' +°-' +0-1 MAJOR SITE PLAN AMENDMENT +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0 /�� +1.5 +1.5 +7.3 +0. +0.2 +G. +G., +G., +G., FIFTH STREET 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.7 0.8 0.9 0 0.3 0.1 , 0.0 0.0 0.0 + + + + + + + + + + + + + + + . + + + + + LANDING +.0 +.0 +.0 +.0 .0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 + . +0. + . + .4 +0.2 +0.1 +.0 +.0 +.0 +.0 +0.0 +0.0 +0.0 +0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + +0.2 +0.2 +0.2 +0.1 +0.1 + . +0.0 +0.0 +0.0 SELF -STORAGE +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + 0 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 .0 +0.0 +0.0 ALB E MARLE COUNTY, VI RG I N IA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SUBMISSION: 2023.04.03 +0.0 +0.0 .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0 +0.0 +0.0 REVISION: +0.0 +0.0 +0.0 +0 + + + +.0 +.0 +.0 +.0 +.0 +.0 +.o +0.0 +0.0 +o.o +0.0 +0.0 +.0 +0.0 +0.0 +.0 +0.0 +0.0 +.0 +0.0 +0.0 +.0 +0.0 +0.0 +.0 +0.0 +0.0 +.0 +0.0 +0.0 +.0 FILE NO. 21.020 LIGHTING PLAN 30 0 30 60 90 Scale: 1 "=30' C 9 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'O" 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) SAOD�ES 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 ENGINEERING2. 0.5 12.0 10.0' 2.0 LAND PLANNING - PROJECT MANAGEMENT M.J. PLUG AIR RELEASE VALVE �/, LANE LANE 0.5' NSECT SCREEN b IlWyrf< I �'` VARIES AT OUTLET ADJUSTABLE TRAFFIC RATED //�� �y 912 E. HIGH ST. 434.227.5140 ,. BRASS BALL BRASS PIPE VALVE II VALVE BOX W/ LID u `` - 2 Qo� 2FT GUTTER PAN CHARLOTTESVILLE VA, 22902 JUSTIN SHIMP-ENGINEERING.COM � z 00000 WATER MAIN RESTRAINED JOINT FITTINGS IFRPOSSIBLERADE ~I a 0.5 FT CURB 1.5" SM-9.5A SUPERPAVE " I' ROAD CENTERLINE 3.0" BM-25.0 . ON—LINE TB") .0" VDOT #21A BASESTONE Fu (TYPE SOLID CEMENT BLOCKS CRUSHED STONE M.J. GATE VALVE VARIES TYPE "K" SOFT ----- U JU, M H1MP THREADED COUPLING COPPER OR BRASS 45183 PVC SLEEVE o CAPBRANIPPLE AND PVC CORPORATION STOP CORPORATION s TYPICAL ROAD SECTION Ltlai23 �4 al LUBRICATE ALL THREADS THRUST BLOCK WATER LINE C1O NOT TO SCALE OAF SSA" 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 S, LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL. a THRUST BLOCK .4 1.5" OF SM-9.5A SUPERPAVE = GRADE ALLOWS 2BRASS PIPE VARIES VARIES 2" \\\\ SHALL BE USED. 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. ° a 000000000000000o 0 0 0 0 0 0 0 0 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 #21 A BASESTONE ARE SAME SIZE PLUG ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT III III III I -I- THE MANHOLE CONE. -COMPACTED SUBGRADE LANDING 4) THE ACSA WILL DETERMINE IF A TYPICAL 5/8-INCH METER BOX CAN BE USED IN LIEU 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 (TYPE A) -STORAGE 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 5 ACSATLOW—OFF ASSEMBLY TYP. 6 ACSA: AIR RELEASE VALVE 7 ACSA: GATE VALVE < .a a A . 4" - 3,000 PSI CONCRETE .° a 0p0000000p0p0p0p 4" - VDOT #21A BASESTONE Ci�O NOT TO SCALE C10 NOT TO SCALE C1Q NOT TO SCALE 0�000MPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED 10 TYPICAL SIDEWALK SECTION FILE NO. C10 NOT TO SCALE 21.020 SITE DETAILS C10