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HomeMy WebLinkAboutSDP202200032 Plan - Revision 2022-07-11SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE LEGEND OWNER EXISTING USE County File Number Pending Ja-Zan Limited Partnership Open TAX MAP 46, PARCEL 134-3 EXISTING NEW DESCRIPTION P.O. Box9035 PROPOSED USE Charlottesville, VA 22911 BOUNDARIES DEVELOPER Self -Storage ALBEMARLE COUNTY, VIRGINIA BENCHMARK Centennial American Properties LAND USE SCHEDULE , SITE PROPERTY LINE 935 South Main Street, Suite 201 EXISTING Area % VICINITY MAP SCALE : 1 -1000 ADJACENT PROPERTY LINE Greenville, SC 29601 Building 0 SF 0.0°% PLAN PREPARATION Pavement 5,770 SF 57.1 /o© BUILDING SETBACK Sidewalk 0 SF 0.0% Shimp Engineering, P.C. Open Space 143,641 SF 96.1 % VROUTE 29 PARKING SETBACK 912 East High Street Total= 149,411 SF (3.43 ac.) o�a0 SITE TEXT Charlottesville, VA 22902 (434) 227-5140 PROPOSED Area % 10 10 PARKING COUNT Building 35,227 SF 23.6% TOPOGRAPHY ZONING Pavement 36,248 SF 24.3°k �.'iPaLa„. Planned Development Shopping Center, Entrance Corridor (Overlay) Sidewalk 4,737 SF 3.2°k INDEX CONTOUR Open Space 73,199 SF 48.9% 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. Total= 149,411 SF (3.43 ac.) Q a Wft. Ua.,r= >?SPOTs° SITE © s Q O 311.5 x ELEVATION ; MAGISTERIAL DISTRICT BUILDING HEIGHT" a V 311.5 TC xI- TOP OF CURB ELEVATION Rivanna 311.5 TW x �I TOP OF WALL ELEVATION SOURCE OF TITLE irge1- 3onefipn 4rlr� /�/ F>� PARKING SCHEDULE sak�.,© � 311.5 B W x )�h BOTTOM OF WALL ELEVATION DB 1169 PG 347 Self -Storage: Light warehousing is an unscheduled use. No more than two employees will be present at any given time. The po^ ° ........ - STREAM proposed parking is provided to accommodate the trip generation given below. Q�"'e""°9 ij°,ill�9" �° waWW anh narut T.W uairy 0exen Grll V8, 11, WM1SC= BWe altlge STREAM BUFFER SETBACKS 13 spaces provided /jV aaalam , ms� 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 an public street right-of-way�/ on P 9 9 P Y P BUILDING Front Maximum: 30' from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the SIGNS right-of-way; none, on any lot, including a corner lot, abutting a principal arterial highway or ; BUILDING interstate All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. 0 �,,M Lakes 6 RETAINING WALL Side & Rear Minimum: If the abutting lot is zoned residential, rural areas, or the Monticello Historic district: (i) no portion of A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. IMAGE PROVIDED BY GOOGLE MAPS any structure, excluding signs, shall be located closer than 50 feet from the district boundary; and Contractor shall provide handicap signs as shown on plan. STAIRS (ii) no off-street parking or loading space shall be located closer than 20 feet to the district boundary EDGE OF PAVEMENT GENERAL NOTES If the abutting lot is zoned commercial or industrial, any primary structure shall be constructed and 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are ROAD CENTERLINE separated in accordance with the current edition of the Building Code. based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. FRONT OF CURB Side & Rear Maximum: None 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 BACK OF CURB SOURCE OF BOUNDARY AND TOPOGRAPHY coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof CG-12 TRUNCATED DOME Boundary & topographic survey provided by Meridian Planning Group LLC and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the SIDEWALK owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. FLOODZON E 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to BIKE PARKING protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003C0145D), this property 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the HANDICAP ACCESSIBLE AISLE is not located within a Zone AE 100-year floodplain. owner can make necessary arrangements to modify/protect existing structures from damages. }� HANDICAP PARKING RESERVOIR WATERSHED 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted S H E ET I N D EX MATERIAL and the Virginia Department of Transportation prior to completing any off -site work. C I COVER This site is within the Powell Creek Watershed. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start H I M P CONCRETE This site is not within a watershed of a public water supply. of construction. C2 EXISTING CONDITIONS RIPRAP 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner WATER & SANITARY SERVICES and engineer. C3 SITE PLAN p ASPHALT Site is served by ACSA public water and sewer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop ENGINEERING 2. EC-2 MATTING drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will C4 GRADING & UTILITY PLAN LAND PLANNING - PROJECT MANAGEMENT GENERAL CONSTRUCTION NOTES not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. EC-3 MATTING 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. C5 LANDSCAPE PLAN 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 912 E. HIGH ST. 434.227.5140 0 WETLAND from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM shall permit.Where any discrepancies occur the requirements of the permit shagovern. TREELINE 11.Retaining walls require separate building permits. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise 12. All water, sewer, and fire lines require NEW inspection and testing procedures. ACSA performs any testing and inspections X X FENCE noted. of the public sewer and water main(s). The Albemarle County Building Inspections Department (ACBID) does a visual 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be UTILITY inspection and witnesses the testing of the building drain, water service pipe, and the sprinkler lead-in connection. The installed prior to any clearing, grading or other construction. developer/contractor is responsible to retain a Special Inspector as outlined in the updated Albemarle County Policy for Site -0- -0- UTILITY POLE 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. Utilities to perform the visual inspection and testing of all utilities not covered by ACSA or ACBID. This includes building 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be �[,LTH 0,,GUY WIRE sewers, water, and fire line branches between the main and the meters)/building(s). The Special Inspector's report must be � L acheived. SS submitted and approved b the Albemarle CountyEngineering Department prior to a Certificate of Occupancy being issued. O 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 pp y 9 9 p p p g Or1u orlu y q p ty 9 9 13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI A117.1-09. deemed necessary in order to stabilize a drainage channel. uGu d uGu UNDERGROUND UTILITY 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole O J �, 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building U JETS HIMP a STORM 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the .45183 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part STORM MANHOLE manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve." 1926). 15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. q q DROP INLET GENERAL WATER & SEWER NOTES 16. Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a IFS �y STORM SEWER demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact SIONAL E 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the VDOLI for their additional requirements and permits for demolition projects and 540-562-3580x131. 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. ITE TRIP GENERATION 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. AM PM Daily SANITARY SEWER MAIN 4. Datum for all elevations shown in National Geodetic Survey. Total SITE DEVELOPMENT PLAN SANITARY SEWER LATERAL 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). Use Description ITE Oty In Out Total In Out Total 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 FOREST LAKES WATER all fire hydrant lines, service laterals and water lines, etc. Mini -Warehouse 151 105,760 SF 6 5 11 8 10 18 160 7. All water and sewer appurtenances are to be located outside of roadside ditches. GFA W VV WATER LINE 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. SELF -STORAGE O O 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 o WATER METER VAULT which amends the Safe Drinking Water Act). APPROVALS 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. t* FIRE HYDRANT 12. Backflow prevention is required for all connections to the water main. ALBEMARLE COUNTY, VIRGINIA A FIRE DEPARTMENT CONNECTION SUBMISSION: GAS GAS GAS GAS LINE Current Development Planner Date 2022.05.16 EASEMENTS REVISION: CONSTRUCTION Current Development Engineer Date 2022.07.06 GRADING ACCESS SIGHT DISTANCE Fire Official Date UTILITY STORMWATER FACILITY MAINTENANCE Building Official Date STORMWATER ACCESS DRAINAGE FILE NO. SANITARY Albemarle County Service Authority Date 20.023 WATERLINE GASLINE COVER NOTE: Virginia Department of Transportation Date 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. Architectural Review Board Date C 1 \ \ IMF' l & MAR N/F GEORGE R. & MARY R. MERCER DB 3522 PG 181 \ DB 3522 PG 194 (PLAT) 20' ACCESS EASEMENT DB 106PG \ / DB 1071 491 PG DB 1126 126 PG 178 178 /40' ACCESS EASEMENT DB 1169 PG 340 & 347 \ \ \ � DB 1323 PG 404 / / 35' SLOPE & 16' CONSTRUCTION EASEMENT / DB 3526 PG 183 / TMP 32-36F 309SBy94j f / / / ' ACCESS EASEMENT N/F SJS LIMITED COMPANY 200 68 DB 1064 PG 533 DB 1478 PG 261 DB 1071 PG 491 DB 1064 PG 533 (PLAT) DB 1126 PG 178 \ \ \ DB 1169 PG 340 & 347 4Y \ \ \ \ - SMH/ \ TOP-530.16 PVC IN=510.21 4" PVC our=510.11 TMP 46134-4 20'ACCESS EASEMENT / / / _ \ \ \ \ N/F JA—ZAN LIMITED PARTNERSHIP DB 1064 PG 533 DB 1071 PG 491 LP DB 1144 PG 382 DB1126PG178 LP — DB 1169 PG 340 �� / / _ _ _ _ — — — — / DB 1169 PG 340 & 347 \ \ \ \ \ - — — — — — — — — — p SySe SDM OQ \� /// / —� — — — \ice 4/ �62j, TOP=527.62 // / / 15" RCP IN=522.17 LP 9� CG,pe 15" RCP OUT-522.07 kP \ \ \ \ \ 8 \ APPROX. LOCATION OF EXISTING 8" WATERLINE, PROPERTY OF RWSA SO AS SHOWN AT DB 1071 PG 491 TOP=529.25 15 CP IN=525.50 VARIABLE WIDTH STORM SEWER 15" RCP T=525.40 _ �� / /S / \ \ \ \ \ \ \ EASEMENT / / `/ /� �i� \ \ \ \� \ \ \ DB 1281 PG 342 TMP46B4-10 N/F FERMIUM, LLC DB 2377 PG 249 DB 1169 PG 340 (PLAT) IF SSM TOP=526.71 4" PVC IN=522.86 4" PVC OUT=522.76 SSM TOP=525.43 / 8" PVC IN=521.48 `' / 8" PVC OUT=521.38 WV SMH TOP=522.39 8" PVC IN=507.54 8" PVC OUT=507.44 / VARIABLE STORM & SANITARY SIEWER EASEMENT DB iD 690PG 340 64 PG S&3347 — — — — — — _// TMP 4664-2 N/F SSQ, LLC / / / SMH DB4859PC358--------------�� TOP=521.16 DB 4872 PG 153 (PLAT) 8" PVC IN=507.11 8" PVC OUT=507.01 AP�'�oY'10 „�01 GG�SQ� 6, A3 4Y 00 i TOP=522.47 8" PVC IN=509.42 \ \ 8" PVC OUT=509.32 / S SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 7�p,LTH o_,� �O I. 45183 K' SIONAL E�Ole SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE �Q o�J�¢ 0 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 REVISION: 2022.07.06 I\ \ ) \ SDMH GRATE / TOP=512.71 210420014 24" RCP IN=507.56 14.795 24" RCP OUT=507.46 FILE NO. 20.023 VARIABLE WIDTH STOR SEWER EASEMENT Fiber Optic Marker BOX EXISTING CONDITIONS DB 1281 PG 342 15' VEPCO EASEMENT N DB 1084 PG 186 15' TELEPHONE EASEMENT 30 0 30 60 90 DB 1113 PG 396 / Scale: 1"=30' Cn i \ \ IMF' l N/F GEORGE R. && MAR MARY R. MERCER DB 3522 PG 181 \ DB 3522 PG 194 (PLAT) 20' ACCESS EASEMENT DB 106PG \ / DB 1071 491 PG DB 1126126 178 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 46B4-4 20'ACCESS EASEMENT N/F JA-ZAN LIMITED PARTNERSHIP DB 1064 PG 533 DB 1144 PG 382 DB 1071 PG 491 LP DB 1126 PG 178 LP DB 1169 PG 340 DB 1169 PG 340 & 347 000 SF OF OUTDOOR O % SITTING AREA LP O i \ O / v S N0 Q, nti PG A�6 / pB / VARIABLE WIDTH STORM SEWER EASEMENT --& DB 1281 PG 342 TMP 4684-10 �. \ i N/F FERMIUM, LLC DB 2377 PG 249 \ DB 1169 PG 340 (PLAT) /-i.'-%/ F 3Q/00" / 9R 1 1 Q 105, 7 \ M\ / 52 ORS) 4� gSHIMP ��= �_ ENGINEERING LAND PLANNING -PROJECT MANAGEMENT / � 2 / ® \ 912 E. HIGH ST. 434.227.5140 / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 45' & VARIABLE p / STORM & SANITARY SEWER EASEMENT J 2 DB 1064 PG 533 c ''��\ ?33• �.'t DB 1169 PG 340 & 347 TMP 4664-2 QP / N/F SSO, LLc DB 4859 PG 358 DB 4872 PG 153 (PLAT) o `I ✓ o v J�JS� � L7S ?T1R.45183 � a _`SSIONAL V, SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 REVISION: 2022.07.06 9110161 20.023 VARIABLE WIDTH STORSEWER EASEMENT SITE PLAN DB 1281 PG 342 15' VEPCO EASEMENT N DB 1084 PG 186 15' TELEPHONE EASEMENT 30 0 30 60 90 DB 1113 PG 396 / Scale: 1"=30' C 3 \ \\ IMF' 1 N/F GEORGE R. & MARY R. MERCER DB 3522 PC PG 181 \ \ DB 3522 PG 194 (PLAT) / / SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 7�p,LTH o�� �x 1P U JUSHIa IT 45183 K' SIONAL E�Ole SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 REVISION: 2022.07.06 91ma►[f7 41111111041 GRADING & UTILITY PLAN 90 C4 IMF' N/F GEORGE R. & MARY R. MERCER DB 3522 PC PG 181 \ \ DB 3522 PG 194 (PLAT) TMP 32-36F / N/F SJS LIMITED COMPANY 200 / DB 1478 PG 261 v vv v — — — DB 1064 PG 533 (PLAT) / Q Or \ \ / \ TMP 46134-4 N/F JA—ZAN LIMITED PARTNERSHIP DB 1144 PG 382 LP �P / Orkp LPo / \ TMP 46134-10 N/F FERMIUM, LLC UP 2377 PG 249 DB 1169 PG 340 (PLAT) IF `jam — / �c /.. :" ' � `` � �•.. N j5 / / \ J — — \ \ \ \ \ \ — — C / i Or / / /C9 Or 5 Or / / TMP 4664-2 _ \ / / N/F SSG, LLC — — \ p DB 4859 PG 358 DB 4872 PG 153 (PLAT) Or / 2 I Sj a LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF Large Deciduous Tree Quercus polustris Pin Oak 2.5" 10 31 370 3700 • 4r Large Deciduous Tree Quercus robur English Oak 2.5'• 10 31 329 3290 Large Deciduous Tree Zelkova serrate "Village Green" "village Green" Zelkova 1.5" 5 32 452 2260 n Large Deciduous Tree Betula nigra "Heritage" "Heritage" River 10-12' Ht. 3 25 397 1191 tm Birch OSj Medium Deciduous Tree Sophora japonica "Regent" "Regent" Scholortree 2 5" 7 28 394 2758 Semi —Evergreen Shrub 9 Viburnum rh tido h lum Y P "Allegheny" 24" Ht. 37 10 64 2368 "Allegheny" Viburnum TOTAL SF: 15567 LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 32.7.9.8): 10% CANOPY REQUIRED. SITE AREA: 3.426 AC (149,237 SF) 149,237 SF x 10% = 14,924 SF CANOPY REQUIRED: 14,924 SF CANOPY PROVIDED: 15,567 SF INTERIOR ROAD TREES: LARGE SHADE TREES (2.5" CAL.) — 40' O.C. PARALLEL TO WORTH CROSSING (370 LF) REQUIRED: (370/40) = 9 LARGE SHADE TREES 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 RED: (4000/500) = 8 LARGE SHADE TREES PROVIDED: 8 LARGE SHADE TREES SHRUBS PROVIDED ADJACENT TO PARKING LOT TO MINIMIZE IMPACT ON ENTRANCE CORRIDOR 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 law maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. DRY DE�E TION POND / / I / I 0 0j �� II \ l \ \ I \ \ \ \ QP 30 0 / ScalW 30 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ip,LTH O if Jusxrnrn a 45183 K' SIONAL E�mlroo �� SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 REVISION: 2022.07.06 FILE NO. 20.023 LANDSCAPE PLAN N 60 90 C5