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Home My WebLink AboutSDP202200032 Plan - Approved 2022-07-12SITE DEVELOPMENT PLAN LEGEND OWNER Ja-Zan Limited Partnership EXISTING NEW DESCRIPTION P.O. Box9035 Charlottesville, VA 22911 BOUNDARIES DEVELOPER BENCHMARK Centennial American Properties SITE PROPERTY LINE 935 South Main Street, Suite 201 ADJACENT PROPERTY LINE Greenville, SC 29601 PLAN PREPARATION BUILDING SETBACK PARKING SETBACK Shimp Engineering, P.C. 912 East High Street SITE TEXT Charlottesville, VA 22902 10 10 PARKING COUNT (434) 227-5140 TOPOGRAPHY ZONING INDEX CONTOUR Planned Development Shopping Center, Entrance Corridor (Overlay) ZMA2020-00009 (amendment to ZMA88-16) approved on December 2, 2020, amending the allowable square footage for the - - - - - - INTERVAL CONTOUR subject property to a maximum of 110,000 square feet. 311.5 x �1n SPOT ELEVATION MAGISTERIAL DISTRICT 311.5 TC xI TOP OF CURB ELEVATION Rivanna 311.5 TW xI TOP OF WALL ELEVATION SOURCE OF TITLE 311.5 BW x1- BOTTOM OF WALL ELEVATION DB 1169 PG 347 ........ - STREAM SETBACKS STREAM BUFFER Front Minimum: 10' from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the 100 YEAR FLOODPLAIN right-of-way; for off-street parking or loading spaces, 10' from any public street right-of-way BUILDING 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 BUILDING interstate RETAINING WALL 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 STAIRS (ii) no off-street parking or loading space shall be located closer than 20 feet to the district boundary EDGE OF PAVEMENT If the abutting lot is zoned commercial or industrial, any primary structure shall be constructed and ROAD CENTERLINE separated in accordance with the current edition of the Building Code. FRONT OF CURB Side & Rear Maximum: None BACK OF CURB SOURCE OF BOUNDARY AND TOPOGRAPHY vao CG-12 TRUNCATED DOME Boundary & topographic survey provided by Meridian Planning Group LLC SIDEWALK FLOODZONE BIKE PARKING According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003C0145D), this property HANDICAP ACCESSIBLE AISLE is not located within a Zone AE 100-year floodplain. !� l� HANDICAP PARKING RESERVOIR WATERSHED MATERIAL This site is within the Powell Creek Watershed. CONCRETE This site is not within a watershed of a public water supply. RIPRAP WATER & SANITARY SERVICES �� ----- ----- ----- ----- ----- ASPHALT Site is served by ACSA public water and sewer. EC-2 MATTING GENERAL CONSTRUCTION NOTES EC-3 MATTING 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained WETLAND from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the TREELINE 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 X X FENCE noted. UTILITY 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. -0- -0- UTILITY POLE 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. GUY WIRE 5. The illbllp i21hitl . e maximum allowable slope s :orzona:vertil Where reasonably . ere reasonaobtainable,lesser slopes of 3:1 or better are to be ( ) Ylp (1) acheived. OHIJ -OHIJ OVERHEAD UTILITY 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is UNDERGROUND UTILITY deemed necessary in order to stabilize a drainage channel. uGu uGu 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. STORM 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. STORM MANHOLE 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926) L° �° DROP INLET GENERAL WATER & SEWER NOTES STORM SEWER 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the ROOF DRAIN proper service authority officials at the start of the work. SANITARY 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. SANITARY MANHOLE 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. SANITARY SEWER MAIN 4. Datum for all elevations shown in National Geodetic Survey. SANITARY SEWER LATERAL 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). S S 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 WATER all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. W W/ WATER LINE 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 0 0 WATER METER 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 0 WATER METER VAULT which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. Mt FIRE HYDRANT 12. Backflow prevention is required for all connections to the water main. 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. FOREST LAKES SELF -STORAGE EXISTING USE Open PROPOSED USE Self -Storage LAND USE SCHEDULE EXISTING Area % Building 0 SF 0.0% Pavement 5,770 SF 57.1% Sidewalk 0 SF 0.0% Open Space 143641SF 96.1% Total= 149,411 SF (3.43 ac.) PROPOSED Area % Building 35,227 SF 23.6% Pavement 36,248 SF 24.3% Sidewalk 4,737 SF 3.2% Open Space 73,199 SF 48.9% Total= 149,411 SF (3.43 ac.) BUILDING HEIGHT 35' PARKING SCHEDULE Self -Storage: Light warehousing is an unscheduled use. No more than two employees will be present at any given time. The proposed parking is provided to accommodate the trip generation given below. 13 spaces provided 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 Oty In Out Total In Out Total Total Mini -Warehouse 151 105,760 SF 6 5 11 8 10 18 160 GFA County File Number Pending TAX MAP 46, PARCEL 134-3 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=1000' *4%p ®TW Bible FeRo'•u I I 4 �au,el r,l (� Baptist Cbu¢n �F M[,oASm msuumbntsemz W ti St,bldpe S.I. � enuwnea.lne neport ell BonaG.•• 3n Tpr... sav�.ao dmna Teele19 .] l y " .yi OrII FCh Aua� ia. SHEETINDEX C1 COVER C2 EXISTING CONDITIONS C3 SITE PLAN C4 GRADING & UTILITY PLAN C5 LANDSCAPE PLAN APPROVED by the Albemarle County Community Development Department Date JuIv 12.2022 File # SDP202200032 Application Type Initial Site Plan Lead Reviewer: Mariah Gleason APPROVALS ROUTE 29 SITE wa e EIcnoiJ NI ui unncc 0 0 P• Rpwerwa,n �r Fe c •� .aPm.,b.Wh \NnmomQ twg by® v SfOnH Sfttl POUufR ;MSPo wmsperingv wopas Sprt.:am K3 .bnRa � �aa Brue R,Uq Radiant so,e., 7 IMAGE PROVIDED BY GOOGLE MAPS SHIMP EN GI EERI G� LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �ALTH OA O HT.qTFh1iJV141MP 9 45183 w� T. 6 SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: Current Development Planner Date 2022.05.16 REVISION: Current Development Engineer Date 2022.07.06 Fire Official Date Building Official Date FILE NO. Albemare County Service Authority Date 20.023 Virginia Department of Transportation Date COVER Architectural Review Board Date C 1 TMP 46134-10 N/F FERMIUM, LLC DB 2377 PG 249 DB 1169 PG 340 (PLAT) s ,�0 „�0X G, 4Y �o PO 011 Q�A3 o° y r TOP=526.71 4" PVC IN=522.86 4" PVC OUT=522.76 SSMH TOP=525.43 8" PVC IN=521.48 8" PVC OUT=521.38 TOP-521.16 8" PVC IN=507.11 8" Pvc OUT=507.01 N/F GEORGE R. & MARY R. MERCER - DB 3522 PG 181 N, DB 3522 PG 194 (PLAT) 20' ACCESS EASEMENT DB 1064 PG 533 DB 1071 PG 491 _ DB 1126 PG 178 - \\ /40' ACCESS EASEMENT / DB 1169 PG 340 & 347 DB 1323 PG 404 - \ / 35' SLOPE & 16' CONSTRUCTION EASEMENT DB 3526 PG 183 � 45' & VARIABLE STORM & SANITARY SEWER EASEMENT DB 1064 PG 533 DB 1169 PG 340 & 347 / TMP 46B4-2 N/F SSo, LLC DB 4859 PG 358 DB 4872 PG 153 (PLAT) SSM W TO P=530.16 /4 PVC IN=51021 4" PVC OUT=510.11 TMP 46B4-4 N/F JA-ZAN LIMITED PARTNERSHIP f DB 1144 PG 382 SS807 \ S,�\ 30ZS8 APPROX. LOCATION OF EXISTING 8" WATERLINE, PROPERTY OF RWSA AS SHOWN AT DB 1071 PG 491 \ VARIABLE WIDTH STORM SEWER EASEMENT \ DB 1281 PG 342 I I� _ _/ \ WV SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT SSMH / TOP=522.39 8" PVC I1\1=507.54 912 E. HIGH ST. 434.227.5140 \ / 8" PVC OUT=507.44 \ � I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM \ I � 1 NLTH pp / O SSMH 45183 Jus�H11P a U, TOP=522.47 8" PVC IN=509.42 \ \ 8" PVC OUT=509.32 i , �_`vlylo AL SITE DEVELOPMENT PLAN FOREST LAKES �,\-��y SELF-STO RAG E ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 REVISION: 2022.07.06 _ SDMH GRATE TOP=512.71 210420014 24" RCP IN=507.56 14.795 24" RCP OUT=507.46 FILE NO. 20.023 VARIABLE EASE STOR SEWER EASEMENT _ Fiber Optic Marker BOX EXISTING CONDITIONS DB 1281 PG 342 15' VEPCO EASEMENT ,K DB 1084 PG 186 15' TELEPHONE EASEMENT 30 0 30 60 90 DB 1113 PG 396 / Scale: 1"=30' Cn N/F GEORGE R. & MARY R. MERCER - DB 3522 PG 181 N, DB 3522 PG 194 (PLAT) 20' ACCESS EASEMENT DB 106PG / DB 1071 491 PG 491 _ DB 1126 PG 178 - \\ /40' ACCESS EASEMENT / DB 1169 PG 340 & 347 DB 1323 PG 404 - \ / 35' SLOPE & 16' CONSTRUCTION EASEMENT DB 3526 PG 183 TMP 32-36F 30' ACCESS EASEMENT / "DO NOT ENTER" SIGN AT N/F SJS LIMITED COMPANY 200 DB 1064 PG 533\ ROUTE 29 ENTRANCE DB 1478 PG 261 DB 1071 PG 491 DB 1064 PG 533 (PLAT) DB 1126 PG 178` _ DB 1169 PG 340 & 347 IF TMP 46134-10 N/F FERMIUM, LLC DB 2377 PG 249 DB 1169 PG 340 (PLAT) i � 45' & VARIABLE STORM & SANITARY SEWER EASEMENT DB 1064 PG 533 DB 1169 PG 340 & 347 TMP 46B4-2 N/F SSo, LLC DB 4859 PG 358 DB 4872 PG 153 (PLAT) TMP 46B4-4 N/F JA-ZAN LIMITED PARTNERSHIP DB 1144 PG 382 SF OF OUTDOOR AREA VARIABLE WIDTH STORM EASEMENT DB 1281 PG 342 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �O 10 �I U JusOS x11P a 45183 K�'VS'IONAL E�� SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 REVISION: 2022.07.06 911111IN►[6l 20.023 VARIABLE WIDTH STOR SEWER EASEMENT SITE PLAN DB 1281 PG 342 15' VEPCO EASEMENT ,K DB 1084 PG 186 15' TELEPHONE EASEMENT 30 0 30 60 90 DB 1113 PG 396 / Scale: 1 "=30' C 3 \ \\ IMH 52-1 - ' NSF GEORGE R. & MARY R. MERCER / DB 3522 PGC 81 � DB 3522 PG 194 (PLAT) i SHIMP ENGINEERINGh LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �O U JUsx11P a t: 45183 '�- 14� a,S IONAL SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 REVISION: 2022.07.06 91ma►[f7 4111 1191 GRADING &UTILITY PLAN so C4 IMP N/F GEORGE R. & MARY R. MERCER DB 3522 PGC 181 ' N, DB 3522 PG 194 (PLAT) �Q, / TMP 32-36F N/F SJS LIMITED COMPANY 200 / DB 1478 PG 261 — — — — DB 1064 PG 533 (PLAT) Or TMP �� 2 2 \\ \ \\ / \ \ TMP 46B4-4 N/F JA—ZAN LIMITED PARTNERSHIP LP / .� / \ f DB 1144 PG 382 LP LP / Qr sj� Zs TMP 46134-10 N/F FERMIUM. LLC — v v \ / \ / // //��; : Zs DB 2377 PG 249 2 IDS 1169 PG 340 (PLAT) \IF Or N 21� Or t _ / TMP 46B4-2 Or / N/F SSQ, LC ��F — — — / \ V p DB 4859 PG 358 DB 4872 PG 153 (PLAT)Sj �- Or / LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF 0 p Large Deciduous Tree Quercus polustris Pin Oak 2.5" 10 31 370 3700 • 3r Large Deciduous Tree Quercus robur English Oak 2.5" 10 31 329 3290 Large Deciduous Tree Zelkova serrato "Village "Village Green" 1.5" 5 32 452 2260 Green" Zelkova JW n Large Deciduous Tree Betula nigra "Heritage" "Herita e" River 9 10-12' Ht. 3 25 397 1191 tm Birch OSj Medium Deciduous Tree Sophora japonica 'Regent" "Regent" Scholartree 2.5" 7 28 394 2758 Viburnum Semi —Ever 9 reen Shrub rh tido h lum Y P "Alleghany" 24" Ht. 37 10 64 2368 ' Alleghany" Viburnum TOTAL SF: 15567 DRY DATE TION POND / LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 32.7.9.8): 10% CANOPY REQUIRED. m SITE AREA: 3.426 AC (149,237 SF) / ti J � Q 149,237 SF x 10% = 14,924 SIF CANOPY REQUIRED: 14,924 SF CANOPY PROVIDED: 15,567 SF INTERIOR ROAD TREES: LARGE SHADE TREES (2.5" CAL.) — 40' O.C. mJ LL PARALLEL TO WORTH CROSSING (370 LF) i REQUIRED: (370/40) = 9 LARGE SHADE TREES m� ) PROVIDED: 9 LARGE SHADE TREES INTERIOR PEDESTRIAN WAYS: MEDIUM SHADE TREES (2.5" CAL.) - 25' O.C. PROVIDED: 4 LARGE SHADE TREES ZMA2020-09 OUTDOOR SEATING AREA: 1 LARGE SHADE TREE PER 500 SF, 4,000 SF SEATING AREA \\ REQUIRED: (4000/500) = 8 LARGE SHADE TREES \ PROVIDED: 8 LARGE SHADE TREES <\ \ V\ i% SHRUBS PROVIDED ADJACENT TO PARKING LOT TO MINIMIZE IMPACT ON ENTRANCE CORRIDOR I \ NOTES: \ \ 1. All site plantings of trees and shrubs shall be allowed to reach, and I \ y be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be minimally and only to support the \ \ pruned QP 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 J' 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. 30 0 / ScalW I SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �O U JUsx11P a Lk 45183 4� K'VS'JONAL SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 REVISION: 2022.07.06 FILE NO. 20.023 LANDSCAPE PLAN .K 30 60 90 C5