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Home My WebLink AboutARB202300008 Plan - Submittal (First) 2023-01-18LEGEND EXISTING NEW DESCRIPTION BENCHMARK SITE PROPERTY LINE - - - - ADJACENT PROPERTY LINE BUILDING SETBACK 0 0 o- o o PARKING SETBACK 0 10 PARKING COUNT - - 510- - 10 INDEX CONTOUR ---508--- 12- INTERVAL CONTOUR 311.5 x +t t SPOT ELEVATION 311.5 TC x +1 t +1 t TOP OF CURB/BOTTOM OF CURB ELEVATION 311.5 TW x +t tN w TOP OF WALL ELEVATION 311.5 B W x smw +� t BOTTOM OF WALL ELEVATION ........ - STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING RETAINING WALL ® RETAINING WALL HATCH RAILING STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING CROSSWALK CONCRETE ASPHALT RIPRAP EC-2 MATTING EC-3 MATTING 0 WETLAND TREELINE X X FENCE -0- -0- UTILITY POLE (D m GUY WIRE oHu GHu OVERHEAD UTILITY ucu UGU UNDERGROUND UTILITY GHE OVERHEAD ELECTRIC UGe UNDERGROUND ELECTRIC ro FIBER OPTIC ® STORM STRUCTURE NOMENCLATURE ® STORM MANHOLE q ® q DROP INLET (CAST INPLACE/PRECAST) STORM SEWER PIPES RD RD ROOF DRAIN SANITARY STRUCTURE NOMENCLATURE O SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL W W WATER LINE ws Ws WATER SERVICE LINE 0 O ® O WATER METER (WM>1",WM<1") ( ® WATER METER VALVE FHA FIRE HYDRANT AFHA FDC A FDC FIRE DEPARTMENT CONNECTION GAS GAS GAS LINE EASEMENTS CONSTRUCTION/GRADING -.-.- -.- - ACCESS - - - - - - - - SIGHT DISTANCE - UTILITY -..-..- -„-„- STORMWATER DRAINAGE SANITARY WATERLINE - . - - - GASLINE OWNER/DEVELOPER WP RICHMOND ROAD, LLC (both parcels) 224 14 ST NW Charlottesville VA, 22902 ZONING Highway Commercial Entrance Corridor (EC) DISTRICT Scottsville Magisterial District BUILDING STANDARDS Per Albemarle County Zoning Section 4.20, setbacks are provided as follows: Front Minimum: 10' from right-of-way or edge of sidewalk Front Maximum: No maximum setback on any lot, including a corner lot, abutting a principal arterial highway or interstate Parking and Loading: 10' from any public right-of-way Side and Rear: Adjacent to commercial or industrial zoning, buildings shall be separated in accordance with current building code SOURCE OF TITLE INST. # 202200000344 DB 688 P625 (plat) (parcel 79-41P (2.562 acres)) INST. # 202200000344 DB 492 P76 (plat) (parcel 794A (4.029 acres)) SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary and Topographic Information was compiled from a Topographic Survey prepared by Foresight Survey, PC on August 4, 2022. BENCHMARK Datum for topography is NAVD 88 FLOODZONE FEMA flood insurance rate map (community panel 51003CO295D), effective date February 04, 2005 shows this property within zone "x" and no portion of the property within the 100-year flood plain. RESERVOIR WATERSHED This site is within the Middle Rivanna Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES This project does not lie within the Albemarle County Service Authority Jurisdictional area for water or sewer. Existing drainfelds and wells are located on site and serve the existing commercial uses. EXISTING USE 6,000 SF Mixed Commercial and Light Industrial uses PROPOSED USE 38,000 Warehouse Space (in addition to existing uses) BUILDING HEIGHTS Maximum Allowable Height: 65 FT Maximum Proposed Height: 40 FT FIFE Lower Floor = 377.00, FIFE Upper Floor = 387.00 LAND USE SCHEDULE Existing SF AC % Proposed SF AC % Building 6,056 0.14 5.4% Building 25,056 0.58 22.4% Pavement 30,517 0.70 27.3% Pavement 34,710 0.80 31.1% Concrete 551 0.01 0.5% Concrete 551 0.01 0.5% Impervious 37,124 0.85 33.3% Impervious 60,317 1.38 54.0% Turf 25,000 0.57 22.4% Turf 16,000 0.37 14.3% Woods 49,488 1.14 44.3% Woods 35,295 0.81 31.6% Total 111,612 2.56 100.0% Total 111,612 2.56 100.0% Limits of Disturbance = 69,200 SF (1.59 acres) PARKING SCHEDULE REQUIRED PARKING: Per Albemarle County Code of Ordinance Sec.4.12.6: Wholesaling or Warehousing use not otherwise identified in Sec. 4.12.6 requires 1 space per employee plus 1 space per 500 square feet floor area open to the public = Existing Building: 20 employees + 500 SF open to public = 21 spaces required New Building: 9 employees + 500 SF open to public = 10 spaces required Total Parking Spaces Required = 21+10 = 31 parking spaces required PARKING PROVIDED: Existing Parking Area: 22 spaces (includes one HC space) New Parking Spaces: 9 spaces Total Parking Provided = 31 spaces 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 Albermale County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. LIGHTING Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance. There shall be no light fixtures exceeding 3000 lumens. No High Intensity Discharge Lighting shall be used. Illumination at the ground emitted by townhouse wall -mounted fixtures or any other fixture source shall not exceed 20 footcandles. No Lighting plan is required for this Site Plan. ITE Trip Generation, IIth Edition AM PM WEEKDAY Use Description ITE Qty IV In Out Total In Out Total In Out Total General Light Industrial 110 6.000 1,000 SF 5 0 5 1 4 5 15 14 29 Warehousing 150 38.0 1,000 SF 5 3 8 2 7 9 32 33 65 I np generation renectS AM ana rm peaK Dour tratrlc. RELEVANT APPLICATIONS INITIAL SITE DEVELOPMENT PLAN 2305 HUNTERS WAY PARCEL ID 07900-00-00-004PO AND A PORTION OF PARCEL ID 07900-00-00-004AO ALBEMARLE COUNTY, VIRGINIA Initial Site Plan: current submittal Special Exception Request: Not Applicable Road Plan: Not Applicable VSMP Plan: to be submitted with Final Site Plan Subdivision Plat: Not Applicable 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 any off -site work. 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 service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Accessible parking spaces, access isles, and accessible route shall be installed in accordance with ICC ANSI A117.1-09 and the 2018 Virginia Construction Code 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 at 540-562-3580 x131. 17. All water, sewer and fire lines require NEW inspection and testing procedures. The ACSA performs any testing and inspections of the public sewer and water main(s). 18. 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. 19. 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 the ACSA or ACBID. This includes building sewers, water and fire line branches between the main and the meter(s)/building(s). 20.The Special Inspector's report must be submitted and approved by the Albemarle County Engineering Department prior to a Certificate of Occupancy being issued. VICINITY MAP SCALE:1"=1000' Map provided by Google.com SHEET INDEX C1 COVER SHEET C2 EXISTING SITE LAYOUT C3 DEMOLITION PLAN C4 SITE LAYOUT C5 GRADING AND UTILITY PLAN SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM J A&III r C C DESIGNED BY J. Kelly Sbiddand CHECKED BY Justin Shimp, P.E. INITIAL SITE DEVELOPMENT PLAN 2305 HUNTERS WAY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.01.17 REVISION: 1) 20XX.XX.XX (DESCRIPTION) FILE NO. 22.072 2 COVER SHEET C 1 N TMP 79-4N PRIME STORAGE CHARLOTTESVILLE, LLC INST.#202100003783 LIMITS OF THIS SITE PLAN (69,200 SF) ZONED LIGHT INDUSTRIAL , „ , �m-m--- - - - -�-�-m N55'10 24 E 384.52 o6 TMP 79-4P N/F WP RICHMOND ROAD, LLC INST.# 202200000344 DB 688 PC 625 (PLAT) ZONED HIGHWAY COMMERCIAL 2.562 AC. i F, BL o/N F� /, S / BOUNDARY CURVE TABLE —urve Length Radius Delta Tangent Chord Chord Bearing C1 62.83' 40.00' 89°59'50" 40.00' 56.57' 38'06'13" C2 203.92' 280.00' 41 `43'40" 106.72' 199.44' 13`57'48" �F1 00 0 TMP 79-4A N/F WP RICHMOND ROAD, LLC INST.#202200000344 DB 492 PG 76 (PLAT) ZONED HIGHWAY COMMERCIAL 4.029 AC. \ TMP 79-4D \N/F SOPHIL COMPANY DB 1139 PG 498 NED LIGHT INDUSTRIAL TMP 79-4D /N/F SOPHIL COMPANY IDS 1139 PG 498 ZONED LIGHT INDUSTRIAL �j. h �jh� GJ SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA. 22902 JUSTIN@SHIMP-ENGINEERING.COM O��L�L 11 U TTTCTThi%J ICul DESIGNED BY J. Kelly Sbiddand CHECKED BY Justin Shimp, P.E. INITIAL SITE DEVELOPMENT PLAN 2305 HUNTERS WAY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.01.17 REVISION: 1) 20XXXXXX (DESCRIPTION) FILE NO. EXISTING SIT o LAYOUT 22.0 ■ 2 E C2 TMP 79-4N PRIME STORAGE CHARLOTTESVILLE, LLC INST.#202100003783 -- �_LIMITS OF THIS SITE PLAN (69,200 SF) ZONED LIGHT INDUTTPI—'I ) _ LOD—LOG —.m—,m—,00—,00—,�—,�—,�—,�m—�m- 1- >" r li /1 I 11,702 SF OF CRIT II I I I �I SLOPES DISTURBANCE / ' v / '/ / -i�'/ PROPOSED ,i 7,775 SF OF IT SLOPES DISTURBANC O' - TIf I /__-- - ---- -- -- --- --�--� �0— / --_ RAISED METAL .:� C x3 \� (18R SyRAMP (TOR) -- \ \ .. i / / /; /F \ S 6; � 9,� V \ �� V i' / / / O 1 , Q SJ A/ STEPS\k b V Av �'/�°/�/ / ��I �`V CONCRETE BOL X5 WELL J / / / I °a WALL ASPHALT (TBR)- 3 / 4 / 80 / /CO T� / '° Y f \ \ ASPHALT376.65 %' \ / SLAB FIT COI/ WALL 1 %'// \ /\/ j�x J \\ 1 \\\ '/ \� // / \\ DO, �/ / / — — / / / J / / \ \ / BOLO \ sl / /7 �' v APPROXvv // �� ' UP (�) \ - 4 FOM x2 A- I v LOCAT (%oo� FOM x 6 x2 I 4' CONCRETE CHANNEL (10R), I / \\ 4 TMP 78-49A HEARTROCK FARM LLC `e DB 4611 PG 429 ZONED HIGHWAY COMMERCIAL r v / \ i .I LxY° \ \ ION EXISTING \ ' ' 11%"' / I / }r // I // \ \DRAINFIELD \ \ I- S6N TEC /\ \\ \\ \\ \ \ 0 FOM DO, % vv v� vHv A A RIP RAP / \ �, v s DRAINAGE \, \, �y \ \ \ \ \ 4` CHANNEL �4"v�/ , � � I s'�\ F M�z\\� \ %% ✓I Pg \ � \\DO, %9 \4L\ \ \ 4 I �\ I \ \ I \ \ I B"AL BOL 376.99 SLAB FF \ TMP 79-4D \� \ N/F SOPHIL COMPANY \ \ \ DB 1139 PG 498 \ ` NED LIGHT INDUSTRIAL . \ \ CONCRETE WALL �8s/8 \ \ \ \ \ x-5 \ `\ ' 8 ASPHALT ` 9 .% 00 I/ \\ \\ \\ O) FOM \\ \ \ \ SLAB FF \ \ \ CHAINLINK I / \ FENCE I / \ APPROX. IN / LOCATION \ EXISTING \ \ DRAINFIELD \GM/ `v erg V / FOM % CRITICI4 /SLOPES HATCH (AS SHOWN ON l\' ODD l/ v �LBEMARLE COUNTY GIS)� // 9 / / /X' / /TMP 79-4D N/F SOPHIL COMPANY IDS 1139 PG 498 ZONED LIGHT INDUSTRIAL / YD FOM C� GM Xcy,� f/ 6 �y� / / \ \ f5 f Guy CO P/ UPole�/' WE \ / \ ole / c I f / / / rd / \ \\ \\ \UP l \\ / \GLY / GRAVEL PATH/ROAD CRITICAL SLOPES DISTURBANCE NOTE THESE CRITICAL SLOPES SHOWN WERE CREATED WITH CONSTRUCTION OF PREVIOUSLY APPROVED SITE PLANS. SEE SDP199800013 FOR REFERENCE SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA. 22902 JUSTIN@SHIMP-ENGINEERING.COM o��tiALTH U T1TCCUI DESIGNED BY J. Kelly S6ickland CHECKED BY Justin Shimp, P.E. INITIAL SITE DEVELOPMENT PLAN 2305 HUNTERS WAY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.01.17 REVISION: 1) 20XXXXXX (DESCRIPTION) FILE NO. DEMOLITION o PLAN 22.072 C 3 r TMP 78-49A HEARTROCK FARM LLC DB 4611 PG 429 ZONED HIGHWAY COMMERCIAL / X / X �X �X �X I I I I / R35.00' I I i I o olio W N Cl) rn 2 4® F \ oy G LARGE SHADE TREE LARGE SHADE TREE GAS �4- R1 TMP 79-4N PRIME STORAGE CHARLOTTESVILLE, LLC INST.#202100003783 ZONED LIGHT INDUSTRIAL 10,00' `BLOCK RETAINING WALL 18.00' LARGE CG-2 �i R150.00' R6.00' BLOCK RETAINING WALL u 38,000 SF WAREHOUSE SPACE Y (1Q nnn 417 PFR FI nnR) ■ % // �O. TIE INTO EXISTING 45' TRAVELWAY / UGU \UGU/UGU J�J A I Y J / SEVEN (7) NEW SPACES @ 9'x18' LARGE SHADE TREE LARGE SHADE TREE TWO (2) NEW + SPACES A A 2.00' Scale: 1 "_ 2.00' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Q��r PLTll /l�. U TTTQTThi%1VCUI DESIGNED BY J. Kelly Sbiddand CHECKED BY Justin Shimp, P.E. INITIAL SITE DEVELOPMENT PLAN 2305 HUNTERS WAY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.01.17 REVISION: 1) 20XX.XX.XX (DESCRIPTION) FILE NO. 22.072 SITE LAYOUT C 4 °,�—/T+\ ASPHALT �x ,3� FOM 0 / \ I \ ASPHALT �_ \ \°ti L x I \ f6 �- osJ DRAIN GE EASEMENT � G °tiG \ \ I \ \ �nderground / DB 88 PG 625 \. \ \ X ormwater !1/ /_ / _ UP °y \ ASPHALT \ / D ention CONCRETE \ SLAB FF \ —� / / i/ e� \\ WALL X / _ Q�V V A %BOL A SIN / // / � ( IA \ ° �\ G\ / \ \ APPROX. \ / °'s oyG FOM x2 \ \ / /� / / \ \ LOCATION EXISTING IN,DRAINFIELD I / s ERS/ \ \ \ \ \� BOL UP �9s Gy� I a�fL s16N ��- SLAB OFF � \ / \ FOM x2 \ \ \UCU DUD G X 2 TEI� VA IP RAP GAOFOM A V \ V�A \ J / / AN L CD v cG \ \ \ \ \ z \\\ \\ \\ °G \\ \ \ 0 "I IN, ��Vvv vv �� vv J�J� SDMH/' V A V A V A \��\ \� V / / / �/� �+ ��\ \ \ \ \ G Stormwater Note: \\ % �/ �// / / /.;` / // Underground detention, as shown on this plan, will \ s\vv�i' ��„��// be used to manage storm water volume. Nutrient / / credits will be purchased to manage water quality. vv X/' /P // / �1 RIP RAP "� v v �� v v v v v� v /' / / / / / V / / Water and Sewer Note: DRAINAGE � �G v v IN, / \ \ \ \\ P / / / \ / / A new well location, as shown on this Ian, will CHANNEL V v �G v v P \ \ \ yO� , \ \ // /! j 1 / / \\ I / / replace the well proposed for removal. The new \ \ �� / I / / building is proposed to share the existing drainfiell �\ \�=X/ / I I // / on Parcel 4P. �� 4S, \r= \ 9G A I l °qs °tio/ l \ I 20 0 20 \\GCo / / Scale: 1 "=20' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA. 22902 JUSTIN@SHIMP-ENGINEERING.COM O��p,LTH U TTTCCu1 DESIGNED BY J. Kelly Sbiddand CHECKED BY Justin Shimp, P.E. INITIAL SITE DEVELOPMENT PLAN 2305 HUNTERS WAY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.01.17 REVISION: 1) 20XXXXXX (DESCRIPTION) yap N FILE N0. >P 22.072 O®/// GRADING AND YD, a UTILITIES