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ARB202000132 Plan - Submittal (First) 2020-12-21
FINAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE _ - - ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR 311.5 x i2� SPOT ELEVATION 311.5 TC x >2� TOP OF CURB ELEVATION 311.5 TW x w TOP OF WALL ELEVATION 311.5 BW x 2� 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� l7►� MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE X FENCE UTILITY UTILITY POLE m m GUY WIRE oHU 0Hu OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM 0 STORM MANHOLE q q DROP INLET STORM SEWER ROOF DRAIN SANITARY 0 0 SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE 0 0 WATER METER 0 0 WATER METER VAULT "Val FIRE HYDRANT Ak A FIRE DEPARTMENT CONNECTION 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. ALBEMARLE BUSINESS CAMPUS: BLOCK 5 OWNER/DEVELOPER 5th Street Forest LLC 250 W Main Street, Suite 201 Charlottesville, VA 22902 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434)227-5140 ZONING Neighborhood Model District ZMA201900003 approved on October 7, 2020 MAGISTERIAL DISTRICT Samuel Miller & Scottsville SOURCE OF TITLE DB 5145 PG 626 SETBACKS Per approved ZMA201900003, setbacks are provided as follows: Block 5 Primary Front* S Min - 30' Max Secondary Front` N/A Side None Rear None BUILDING HEIGHT Per approved ZMA201900003, building heights and stories are as follows: Block 5 Stories* 1 Min - 3 Max Height 50' *Minimum and maximum building story ranges provided are for above grade stories. SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & utilities survey provided by: Brian S. Ray, Roger W. Ray & Assoc. Inc., September 26, 2018 Topographic survey with two (2) foot contours provided by: Terra Engineering & Land Solutions, August 22, 2007, revised November 4, 2009 BENCHMARK Datum for topography is 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. LIGHTING Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance. LANDSCAPE Landscape shall comply with Section 4.32.7.9 of the Albemarle County Zoning Ordinance. 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 Forest PROPOSED USE Self -storage & retail LAND USE SCHEDULE Block 5 EXISTING Area % Building 0 SF 0% Pavement 0 SF 0% Sidewalk 0 SF 0% Open Space 78,054 SF 100% Total= 78,054 SF (1.79 ac.) PROPOSED Area % Building 20,987 SF 26.9% Pavement 40,671 SF 52.1% Sidewalk 9,021 SF 11.6% Open space 7,375 SF 9.4% Total= 78,054 SF (1.79 ac.) PARKING SCHEDULE Block 5 Retail: 1 space per each 100 SF of retail sales area for the first 5,000 SF and one space per each 200 SF of retail sales area above 5,000 SF Retail sales area = 80% of 4,337 SF (gross square footage) = 3,470 SF of retail sales area = 35 spaces required 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. 10 spaces provided Total of 45 spaces designated for Block 5 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 immediate) report an discrepancies between existing conditions and contract documents to the owner and Y P Y P 9 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. ITE Trip Generation AM PM Daily Use Description ITE Qty In Out Total In Out Total Total High -Turnover Restaurant 932 4,337 SF 24 19 43 26 16 42 482 AM PM Daily Use Description ITE Qty In Out Total In Out Total Total Mini -Warehouse 151 100,000 SF 6 4 10 8 9 17 151 GREENSPACE & AMENITIES Greenspace & amenities shall comply with conditions of approved ZMA20190003. 20% of Block 1's area shall be in greenspace and amenities and 20% of Blocks 2-5's area shall be in greenspace and amenities. Blocks 2-5 Amenities: 74,488 SF required. Block 5 to contribute 2,006 SF of the required 74,488 SF. STORMWATER MANAGEMENT NOTES Per the approved ZMA201900003, regional stormwater facilities are provided for Blocks 2-5. 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. SDP NUMBER PENDING TAX MAP 76, PARCEL 46A, 46F (PORTION), 54 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=500' ry 5 The woodlands v of ChadottesAlle Redfields Imrrlunih Pool ' e ..r1s NY �?•� Villas At Southern lhdpe Q' 89 Oak Hill Markat Y.= uvoo�n..�C Calvary Chapel Charlanesvlllev Kingdom Hall of v -1 .Jehovahs Wttnessee �f e 12 County® D Authority Moron r.Nrv^°^. v' d' 4 s ) f SS rW D ,4 9 Claoe Frances v -: Men Park lurk A, Ride AZALEA PARK Azalea Park Dog Park Timberland Q Park Apartments a LD LYNCHBUQ§ ROAD N it, Street Place Q nnm earno. Apartments Charlottesvdl. STREET rTH Albemarle C Rescue Ad n, :nanny. aunty® X rt 9�f O m 9 The Cavenant School© v do Biscull Run State Perk Q Boys B Dlds Clue Q -Southwood °MmMln � SHEETINDEX C1 COVER C2 APPROVED ZMA201900003 PROFFERS C3 ABC PERFORMANCE AGREEMENT C4 EXISTING CONDITIONS: OVERVIEW C5 EXISTING CONDITIONS - BLOCK 2-5 C6 SITE & UTILITY PLAN C7 GRADING & UTILITY PLAN G8 STORMWATER TPROFILES BGQ 2 5 J G9 SANITARY PROFILE QLnnvo Z-cT C10 LIGHTING PLAN C11 LANDSCAPE PLAN C12 LANDSCAPE & SITE DETAILS C113 SITE, VDOT & ACSA DETAILS C15 SITE & ACSA DETAILS IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ��ALTN Op v JUSTIHIMP 45183 k w� 81ONAL FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARB] FILE NO. COVER C1 b. Prior to or concurrent with the Cash Contribution payment, the Owner shall dedicate Original Proffers X WITNESS the following signatures: Amendment for public use a portion of the Properly, as shown on the "Single -Lane Roundabout Exhibit" prepared by Shimp Engineering, dated March 18, 2019 with a revision date PROFFER STATEMENT of March 16, 2020 (the "Roundabout Exhibit'), attached hereto. OWNER: 2. TRIP GENERATION: Daily and peak hour vehicular trips shall be noted on all site plans ZMA Number and Name: 2019-00003 Albemarle Business Campus p and zoning clearances on the Property. Site plans and zoning clearances on the Property must Owner of Tax Parcels 07600-00-00-05400 and 07600-00-00-046A0: contain a note that itemizes each proposed use, and if applicable, each previously approved Parcel ID Numbers: 07600-00-00-05400, 07600-00-00-046A0, and 07600-00- use that is expected to continue, with its affiliated daily and peak vehicular trips. Neither a 00-046FO (portion) site plan nor a zoning clearance shall be issued if the combined uses on the Property are ST" STREET FOREST LLC, estimated to generate a number of daily vehicular trips exceeding 3,200 or a number of peak a Virginia limited liability company Owners: Street Forest LLC and Region Ten Community Services Board, Inc. B hour trips exceeding 509. Trip generation numbers shall be derived from the then -current edition of the Institute of Transportation Engineers Trip Generation Manual and shall account By: 1� Date of Proffer Signature: S eP}ea. �`t, 2020 for internal trip capture for mixed -use developments, as determined by the Director of Kyle Redinger, Manager Community Development or the Director's designee. 10.17 acres to be rezoned from R-2 Residential to Neighborhood Model District 2.88 acres to be rezoned from R-10 Residential to Neighborhood Model District 3. PERFORMANCE AGREEMENT: The Owner shall develop the Property and the Project COMMONWEALTH OF VIRGINIA 0.58 acres to be rezoned from Commercial Office to Neighborhood Model District in accord with the terns and conditions of that certain Performance Agreement between (:CIT COUNTY OF \\e , to wit: Total: 13.63 acres to be rezoned to Neighborhood Model District W Albemarle County, the Albemarle County Economic Development Authority, and 5"' Street 4. The foregoing instrument was acknowledged before me this ir-1 day of Se,����o�— 2020 Forest LLC, dated April 15, 2020 (the "Performance Agreement"), as it may be amended in by Kyle Redinger, Manager of Albemarle Land Development LLC. 5" Street Forest LLC, a Virginia limited liability company is the owner of Tax Parcels 07600-00- the future pursuant to the terms and conditions thereof. 00-05400 and 07600-00-00-046A0, and is the contract purchaser of a 0.58 acre portion of Tax Parcel 07600-00-00-046F0 (collectively, the "Property"),which to ether are the subject of ( Y g J rezoning application ZMA No. 2019-00003, a project known as "Albemarle Business Campus" M Commission expires: 'JNotary (the "Project"). Region Ten CommunityServices Board, Inc- is the current owner of Tax Parcel (Signature Pages Immediate) Follow) Public 07600-00-00-046F0. 5'h Street Forest LLC and Region Ten Community Services Board Inc. are g ry , hereinafter collectively referred to as the "Owner." Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle SEANDELLE RENEE KORTE Notary Public Commonwealth of Virginia County Code), the Owner hereby voluntarily proffers the conditions listed below, which shall be Registration No. 359491 My Commission Expires Jun 30, 2021 applied to the Property if it is rezoned to the requested Neighborhood Model District (NMD). These conditions are proffered as a part of the requested rezoning and the Owner and applicant specifically deem the following proffers reasonable and appropriate, as conclusively evidenced ° by the signature(s) below. Each signatory below signing on behalf of the Owner covenants and warrants that it is an authorized signatory of the Owner for this Proffer Statement. 1. INFRASTRUCTURE IMPROVEMENTS: a. Prior to the issuance of certificate of occupancy for any building with a use that solely or collectively (with other existing uses on the Property) would generate more than 487 vehicle trips per day, the Owner shall contribute Five Hundred Thousand Dollars ($500,000.00) as a cash contribution (the "Cash Contribution") to Albemarle County's Capital Improvement Program (CIP) fund. 1 2 3 SHIM P ZONING MAP AMENDMENT ZMA201900003 ALBEMARLE BUSINESS ENGINEERING2. Owner of Tax Parcel 07600-00-00-046F0: CAMPUS LAND PLANNING -PROJECT MANAGEMENT REGION TEN COMMUNITY SERVICES BOARD, INC. SINGLE -LANE 912 E. HIGH ST. 434.227.5140 a Virginia corporation ROUNDABOUT EXHIBIT CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ..P Sheet 1 of 1 By: QNQg +3]d ::f Lisa Beitz, Executiv irector 185 SLIP LANE RADIUS NLTH p F This exhibit is shown for roundabout `. feasibility purposes. This exhibit shows a 2.5' CURB & GUTTER _ roundabout with a 150' inscribed diameter, U NS� Y TT � slip lane, and pedestrian improvements. Ilia. 45 83 4' LMDK—AP-E STRIP Approximately 0.05 AC (2350 SF) ROW 0 <v�ci� 4' TRUCK dedication from the eastern portion of ��SSIONAL V, APRON SIDEWALK _ _ _ _ the project property may be required MAINTENANCE for a single -lane roundabout with a 150' �- inscribed diameter. r FINAL SITE DEVELOPMENT PLAN ALBEMARLE 20' OFFSET FOR ADEQUATE 12' TRAVEL LANE SLIP LANE SEPARATION BUSINESS CAMPUS: BLOCK 5 / / ALBEMARLE COUNTY, VIRGINIA Key SUBMISSION: Area on project property 2020.10.05 that may be required for -- roundabout improvements REVISION: — — Parcel boundary 16' LANE 2020.10.26 [PRELIMINARY ARB] / 150' INSCRIBED DIAMETER \ 2020.12.21 [FINAL ARB] DEDICATION TMP(s) 76-46A, 76-54, Portion of 76-46F Submitted 18 March 2019 Revised 17 June 2019 Revised 29 July 2019 FILE NO. Revised 13 September 2019 Revised 16 December 2019 18.004 REVISED 16 MARCH 2O20 40 0 40 80 120 APPROVED ZMA201900003 LFLFLF�4 project: 18.004 PROFFERS Graphic Scale:)"=40' SHIMP ENGINEERING, P.C. C2 d. Severability. If any provision of this Agreement is held to be invalid or unenforceable, such provision shall be severable and the remainder of this Agreement shall continue in full force and effect. e. Counterparts. This Agreement may be executed in multiple counterparts, each of which shall constitute an_original and all of which shall constitute one and the same instrument. f. Governing Law. This Agreement shall be governed b} can oonstrued in accordance with the laws of the Commonwealth of Vi_rtgni-a, without reference to conflicts of law principles. g. Project Exhibit. The Project Exhibit is not a site plan for the Project, but is intended to show the general locations of items -referenced in this Agreement. 2. DEVELOPER'S OBLIGATIONS a. Rezoning. The Developer has its modified application for rezoning of the property pending before the Albemarle County Planning Commission. The Developer shall use its best efforts to complete the rezoning from Residential_ Area (R-io & R-2) to Neighborhood Model District by July 31, 2020. b. Conceal Plan. The Developer willsubmita conceptual building plan (including a rendering and/or architectural drawings) to the County's Office of Economic Development (EDO) within four (4) weeks of the Zoning Approval. The EDO will have one week to -review the plan for approval and concurrence, which shall not be unreasonably withheld. c. Governmental Approval & Permitting The Developer shall apply for and use its best efforts to obtain all governmental approvals and permits necessary to construct a building or buildings with at least 25,000 square feet of space in which to locate a Primary Business and provide Class A Office Space. In addition to the Rezoning, this includes the approval of a final site plan. d. Capacity. The Developer (including the manager and all members and partners) must demonstrate financial capacity to the County and pass a general background check, both satisfactory to the County. Such proprietary information will be provided subject to a confidentiality agreement from the County in form and substance satisfactory to the Developer. Any information provided subject to such confidentiality agreement shall be exempt from disclosure under the Virginia Freedom of Information Act. e. Reserve Space for Primary Business. The Developer must reserve at least 25,000 square feet of Class A Office Space within Block 2, Block 3, or a combination of the Blocks (the Blocks are shown on the Project Exhibit) as the Developer and the County may agree. This space reservation will continue for 6o months for a Primary Business to occupy from when the Developer has obtained the later of. (i) site plan approval or (ii) Architectural Review Board approval for a building on either Block with sufficient space. A -Primary Business" is a commercial or industrial entity that produces goods or services locally and generates more than 50 of its sales revenues from outside the Charlottesville Metropolitan Statistical Area (City of Charlottesville and the Counties of Albemarle, Greene, Fluvanna, Nelson, and Bucking aim). f. Lease to a Primary Business. Subject to Subsection (e) above, the Developer agrees to lease or sell at least 25,000 of Class A Office Space to a credit worthy Primary Business at a fair market rate or fair market value as the case maybe. The Developer and the County agree to bargain in good faith to satisfy�nis condition. g. Enhanced (Connectivity. The Developer will provide enhanced connectivity throughout the site to provide community access from the Project's southern boundary to, its northern boundary. -Enhanced connectivity will include pathways, paved sidewalks, and raised pedestrian road crossings. The final design must'substantially comport with the Project Exhibit. h. Dynamic Transport Pick -Up. The Developer will provide space within the Project for automobile passengers toaccess for -hire, hailed transport services (i.e. taxicab, transportation networkpartner, JAUNT vehicle, or otherwise) as shown on the Project Exhibit i. Enhanced Bus Stop. The Developer must provide an enhanced bus stop along the Projects southern boundary to accommodate public transportation. The -stop must include a glass shelter, lighting, adequate seating, and bicycle parking racks. The design and provisions are subject to the County's approval, which cannot be withheld unreasonably. j. BicycIeRacks. The Developer must install bicycl'e_parkin&racks-at all buildings within the Project) k. Dog Park. The Developer shall) construct -a Doo_g Rank in the location shown on the Project Exhibit unless the Developer and the County agreei otherwise. 3. COUNTY'S OBLIGATIONS. a. The County, by and through its Economic Development Office, will create collateral material to provide to its consultant, RetaiLLStrategies, to market retail space in Block 4 of the Project for two years from final approval of the site plan. b. The County, by and through its Economic Development Office, will co market the reserved 25,000 square foot space to prospective eligible Primary Business tenants or purchasers and will provide Developer with leads until the space is occupied by a Primary Business or five years from the final site plan approval, whichever occurs sooner. SHIMP ENGINEERING( LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r��AI,TH oF; o �JS�� v JUSTT 1�S HIMP Lic. 45183 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARB] 1911011101[61 11 A, ALBEMARLE BUSINESS CAMPUS PERFORMANCE AGREEMENT EXCERPT C3 '16 P N�y.P SSE LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING Cl 14°02'41" 1964.86 481.64 242.03 480.43 S69°20'20"W C2 20°32'06" 502.76 180.19 91.07 179.23 S44°51'01 "W C3 48°40'38" 452.46 384.40 204.66 372.94 S58'59'34"W C4 29'40'22" 481.31 249.26 127.49 246.49 N81'47'46"W C5 14'15'06" 578.08 143.79 72.27 143.42 N85°50'49"E C6 25'23'26" 119.55 52.98 26.93 52.55 N65°58'00"E C7 15°56'56" 538.87 150.00 75.49 149.52 N45°19'29"E C8 18°52'24" 401.04 132.10 66.66 131.51 N27'49'16"E C9 3'01'13" 3044.10 160.47 80.25 160.45 N19'59'49"E C10 1°07'32" 525.00 10.31 5.16 10.31 N30°16'12"E C11 7°31'22" 200.00 26.26 13.15 26.24 S76°14'42"E C12 26*12'51" 601.62 275.26 140.08 272.86 S02°48'46"E C13 0'28'02" 3044.10 1 24.82 12.41 1 24.82 1 N21 °44'27"E Cl 41 0°53'42" 3044.10 1 47.55 23.78 1 47.55 1 N22°25'19"E ACCESS EASEMENT LINE DATA LINE BEARING DISTANCE L1 N 39°29'47"W 20.47' 20.47 12 S 33'48'55"W 24.73' 24.79 13 S 33°48'55"W 23.91' 23.85 14 N 46'00'00"W 30.07' 28.31 15 S 39°29'48"E 71.00' 69.22 LINE BEARING DISTANCE L1 S65°30'00"W 89.04 12 S72°02'03"W 53.34 13 S57°28'58"W 51.57 14 S56°46'20"W 110.53 15 S89°47'34"W 42.66 16 N56'49'31"E 25.00 17 N87°55'38"W 91.84 18 S56'49'31 "W 51.00 19 N33°10'29"W 31.31 L10 S02°12'39"W 17.83 L11 S83°12'36"W 176.56 L12 S06°37'57"E 25.00 L13 S83°22'03"W 47.69 L14 N78'31'14"E 30.72 L15 N53°15'37"E 23.02 L16 N18°25'37"E 137.78 L17 N30°49'58"E 14.20 L18 N59°09'56"W 3.82 4 L -------------- ------------- SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. 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Depth (D2): 4.75° ARC1 delivers up to 3,000 lumens with a soft, Height: 5" non-pixelated light source, creating a visually Width: 11' "' °' comfortable environment The compact size of Weight: 7 Ibs ARC1, with its integrated emergency battery (without options) backup option, is ideal for over -the -door applications. ARO LED 4W -- 1,500 Approximate Lumens "r 2p00 3,000 - - ARC2LED 4W 8W 1,500 2,000 1 3,000 1 4,000 6,500 • • ' EXAMPLE: ARC1 LED P2 40K MVOLT PE DDBXD 1 ARO LED P1 1,500 Lumens 30K 3000K MVOLT E4WH Emergency battery backup, CECcompliant (4W, 0°C min)DDBXD Darkbronze P2 2,000 Lumens 40K 4000K 347' PE Button type photocell for dusk -to -dawn operaton DBUm Black P3 3,000 Lumens 50K 5000K DMG D-10V dimmingwirespulled outside fixture(forusewith DNAXD Natumlaluminum an external control, ordered separately)' DWHXD White SPD61(V 0surgeprotectlan' DSSXD Sandstone FAO Field adjustable light output devke. DDBT)(D Tanned dark bounce Allows for easy adjustment to the desired light levels, ham 20%to 100%a DBLBXD Textured Nark DNATXD Textured natural aluminum DWHGXD Textured white DSSTXD Textuiedsandstone Accessories NOTES Ordered aM ahlppedwnarawly 1 347V not available with E4WH. WSBINDDBXDU Surface-mountedbadbox(oe<ifyfinuN 2 FAO not available with DMG. fAL/THON/A COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 3OD12 • Phone: 1800-705-5ERV (7378) • www.lichonia.mm ARC1 LED L/GHT/NG. 02020 Amity Brands 1.191,fling, Inc All rights reserved. Rev. 08/1712D Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number of Lamps Filename Wattage Light Loss Factor ARC1 LED WITH P1 A 6 Lithonia Lighting ARC1 LED P1 30K - PERFORMANCE 1 ARC1_LED_P1_30K 10.9 1.00 PACKAGE, 3000K .ies SHIMP ENGINEERIN G2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH pF �O 0JS�� v JUSTT HIMP .451 83 10 wlqv `S81r1TTAT FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2020.10.26 [PRELIMINARY ARBI 2020.12.21 [FINAL ARBI FILE NO. LIGHTING PLAN =11 30 0 30 60 90 4- Scale: 1"=30' C I 0 I Apo 450— \ 1 -- v /-------- - 45c / o NEcrs /. TO EXISTING ST M PIPE si I - - / -------- -- - - - -- � \ Si - ----------_- _------- /� �'/ ice`/ OP 4286 \------------ - _ CLASS B TWE 2 STQy / / i' _ --- - --- - �'�.i::. V=418.6 _ - - - - - - - - - - DUST WALK�f,. PA-TW / 8 ` - - - - - - - - - - - - 1 Si- A5 S- 44 O.0O 25 1 SJ aFTLSi Ct J 10 �1 si I ONNEC / // / �' TO EMS NE 10 a V 11 C 11 I vv I I I x a z 50 _ /�� / / �� ,/ // / WATERL}N�� / I I I •, I / - - ,h _ _ - -- \ \\¢ - ¢ n 13 PARKING 6 Pa I I I __- N • W sPAces W'AWTER LIWNE v h1 A7 / --- - 18' HOPE :. D � I I I I I V 1 1 I I I I / /� o. �-v v V� BPE- s a D v I I I / -_ ��A 230.90 A STAIR B i/ /' --_- // / /� '�� /� / >1 /' // s � I 43 OJ V I I / STAIR A A Pa /- ---- X _ v • \ I• �� \ I I 1 ELEVATOR A ��I 1 \6. _ /'' / i /• / Z� �_J Ll \----J -- -- ` � I � = I I I \ \ � _ _ _ — � � ' , _� � �-- --_L- vI ISEL;F-STORAGE + RETAIL I 43 � I vv — — — Tw s4� 2b,9K SF FOOTPRINT �_ -- 8 _ I I / /� \ \ _ \ O \ 56 \R\ETAIL \RETAIL \\ \ \ \\ IL I BFE#21 422.00 W 0 TENANT - TENfT B2 432.67 PeaaW 5\B SEGMENTAL BLOC'FFE 1 443.33 4263FFE 4546O_ FFE 4540 FFE#454.00RAINING WALL ooN ��� \ \ 4376MAX HEIGHT 10' Is \i42 2 CI_' OFFICE 4286 STORAGE -- ----_ _ --- - ---_ _ - _ - - \ 755 SF a I I w ..roc}4286 i HD , \ I N Z\ HA Ua •. a - a "a_ a a i a--_ s� _. _ - - \ �� _\ \..... T I` Y \ I D of - a 6„ D ® J+ \\ \ 0 N z AT LINE - _ - 20.0 a / V •''� i0 N O ERME BLE CONCRETE PAVEfts 4 F \ I ONNECTS ,. f - 5.0% --_BYRE I TG EXISTING 0 _ 0 - - - - _2., Q' - - - - - _ - - - -- SHIMP 1 WATERLINE ao y� �MOUN BL RB -3 8" DIP WATER LINE / - y PARKING SPACES 8" Dip WATEF LINE 1 w —W —W _01N - 'I W —W —l�' S�'�w—w w —w —w w w —w —w w —f D' w w —W —W w —w —w —w —w —w MMI NSPBIW'rAXA— —w —w w —w —w —W W 'W —w —W w —w —w —w —w W —w J w 6" DIP L CS - - 6 D 11 II 1 m a _ Ua WATE O `} _ WA R /o E - Ua Ua Ua Ua Ua - - _ e / / E rho" �I I.II_- r J • - • .. � _ ENLAND ANNING GINREEEMRIENG� I '. �. FH \ I 11 o 40' O.C. YR1��38 .I m912 E. HIGH ST. 434.227.6140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 443 ----- / NLTHOF �o 11>7 v 1 ` - / > --- U JLJSTT]�SHIMP a / 1 �=-------- \ / 11�45183 o -- — - -- I FINAL SITE DEVELOPMENT PLAN . I I vI ALBEMARLE BUSINESS CAMPUS: -- _ 420 — _ o NEcTs v BLOCK 5 BLOCK 5 LANDSCAPE SCHEDULE Plant Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF a American Elm Large Deciduous Tree Ulmus americona (Princeton, 2.5" 18. 25 397 7146 Washington) P Large Deciduous Tree Platanus x Acerifolia London Planetree 2.5" 6 28.5 368 2208 Sl Medium Deciduous Tree Sophora japonica 'Regent" "Regent" Scholartree 2 5" 12 28 22 264 ® Semi -Evergreen Shrub Josminum nudiflorum Winter Jasmine 24" Ht. 14 4 10 TOTAL SF: 9618 *Not included in the total canopy calculations as total height in 10 years is < 5'. LANDSCAPING REQUIRED: \ - , ; _ _ \ / , ' - - -- - - - - - - - - - - _ _ I I I I SoMlsl 11 ,1 1 - - - SITE REQUIREMENT (SEC; 32.7 9 8): 10% CANOPY REQUIRED. 78,054 SF x 10% - 7,805 SF �44� ! 33 -- - - R I z On ALBEMARLE COUNTY, VIRGINIA ,1 5 SF SITE AREA, BLOCK 5: 1.79 AC (78,054 SF) \ I l CANOPY PROVIDED: 9,6�8 SF 1 \ - _ \ \ =` ` \ ORM \NP 5A9 1 Il III I I A D 11 111 I SUBMISSION: \ CANOPY REQUIRED: S J Lou li 2020.10.05 INTERIOR ROAD TREES: LARGE SHADE TREES (2.5" CAL.) - 40' O.C. 1 \ - - -- -- -- \ \ ` - - - - - _ o" NP --- " I I 1 I I I o m O I PARALLEL TO ROAD (340 LF) I \ _ - - -_ _ \ HD pE 3 -� `" , ` m A I REVISION: REQUIRED: 340/40 9 LARGE SHADE TREES ON EACH \ _ I I / I I -- -- \ — 4 / ^ B4 4zo 433� D I 2020.10.26 [PRELIMINARY ARB] SIDE, 18 LARGE SHADE TREES TOTAL \ - -- - _ _ - / I / CA - 0 PROVIDED: 18 LARGE SHADE TREES // // � \\ \� - � �� -_ -- - ---_ -- -`\ _ I � I I 2020.12.21 [FINAL ARB] PARKING LOT TREES: LARGE SHADE TREES (2.5" CAL.) - 40' O.C. / / ONNECTS AROUND PERIMETER OF PARKING LOT / TO EXISTING 4 ED: 6 LARGE SHADE TREES / SEWER / \ '\� \ ` \_\ _\`, PROVIDED 30 INTERIOR PEDESTRIAN WALKWAYS: MEDIUM SHADE 2.5 TREES. (" CAL.) _ 11 25' O.C. PARALLEL TO WALKWAY PROVIDED: 12 MEDIUM SHADE TREES 40- I NOTES: �' - I I \ FILE NO. 1. All site plantings of trees and shrubs shall be allowed to reach, and // �' _ - - - - -' I \ I \ be maintained at, mature height; the topping of trees is prohibited. 18.004 Shrubs and trees shall be pruned minimally and only to support the 1 \ \ \ 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 F/6 \� ' LANDSCAPE PLAN replaced when necessary. Replacement material shall comply with the / / tij 004 approved landscape plan. / / /' "9Rjr/C / \ \ 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 30 0 30 60 90 ,- negatively impacted by improvements associated with this project. 11 Scale: 1 "=30' SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. 4IG� SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1"ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL MULCH 2" DEEP IMMEDIATELY 3" TALL WATERING BERM AFTER PLANTING AND WATER 4 THOROUGHLY. 4 P o i� �FINISHEDGRADE PLANTING PIT. PREPARED SOIL FOR SHRUBS pl SOIL SURFACE ROUGHENED TO BIND NEW SOIL j 1 SHRUB PLANTING DETAIL C12 Not To Scale GENERAL NOTES: E THE °EIECT/BIf WNUM VALL BE PROVIDED BY TRUNCATED MINES. a DETECTABLE WARNING M BE CLASS A-3 CCAICRETE ICLASS A -a F RECAST) I FLOORWORST BYY —2 FFMINTEGRAL N°I N THE DIA1RECTION P FULL STTMWN� THE TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DCWES DETECTABLE NARROW MY A USED WITH THE MPROVµ OF THE ENGINEER. 3. AORIG SEES OF CUR] RAM MAY BE POLWED MONOLIINCNLY WITH RAP FLOOR ON BY USING FERMISSBLE CONSTRUCTION JONT NTM REOLFdD SANS. a. IF RILP ROOK IS RECAST, HOLES MIST BE FROVIDED FOR DOWEL RUNS SO TNNT AD AN FLARED SIDES CAN BE CAST N RACE AFTER PLACEMENT OF PRECAST RAP FLOOR. PRECAST CONCRETE SHML BE CLASS A-4. B. REQUIRED BARS .WE TO BE NO.5 X R" PLACED 1'CEHIER TO CENTER µIXIC BOTH SIDES COf TlRAMP FLMR, MI OF RASP FLCONCRETYNMN R. ME MUDE0 N PAY�IEM FORRCCUM / CARE MT GOTTEN. TRANSITIONS ADJACENT LLT9 RAPS i. 0.WB BANK ARE TO BE LOCATED AS SHOWN ON THE MANS OR AS OPECTED BY THE ENGINEER. THEY ARE TO BE IPONOE° AT NTERSECTOWS IN EVER AN FLI£SSBLE ROUTE WRHN THE RIGHT OF WAY OF F A DNAY FACILITY CHOISMS A CUM REGARDLESS CF W NER SILEwµ° IS EHSTNO. PROPOSED. ON AS SHOWNSONNNT. PPLANS OR'STAS DIRECTED RBY THE flM1�EERTARD 9�d G Mi ff RANT M HYPID VFHLLE STOP LNE° EYBTWO LCHr POLES FIRE HYORMNiS.OROP NLEB. ETC. ACEE85NLE ROONES PROVIDE N TING AI W]65TRUCTEO STIBIE, iIFN MC SV MAT OMIT PAIN wNIEGTNG AL AND USED EIEIENTs °F A FACLITY THAT CM BE IPPNOMHED, ENTFRT AND usfD BY PmnTRux& & BNFB MAY BE RACED ON RADIAL AL OR TANGESE"OS ED PROMTHAT THE 0.P° CAMIC 6 PLACED WIYNN TIE LONE° ow THE csossw" µO TART M ROPE AT THE CORRECTION OF THE CUB MEMPHS 6 PEIPENDICLv.AR To THE aEre. ula MIN.. � W a TYPE A PERPENDICULAR MN �No IT 1�Yp1A� TYPE B PARALLEL AVt C T '- �" 5" W. Ar fE F MA iwx EDGE LF SAMEM S AT X.M ,SIDE AS iW OF CURB u. �' cONwere s MK Is r• THCE K. /IEN.TMAFM�RL.WcF RAn CMINOT TYPE C DDq.1E>EEETTo ST AN cCM1aETlcO uLAN RAN i Iluvr K PARALLEL II PERPENDICULAR 1fiICK iHAaritl FOR C E DEPhL 0, WHEN CURB RAMPS ABLE USED IN CO NAI NCTLTN WITH A SHARED USE PATH, THE MNN M WIDTH SHNL ME THE MONTH Of THE s1URE0 USE PATH ts' - z.4• y at TwMCATED DaE 00 Go 0000000. w oa o o 0 oo oa G O Oo + a 000 o 000E 000E aaa c y0000000G0oa0000 - iTE o oo o o 0 00 00 00 00 0 02• BOY BS(0 O OO O O O OO Go O O DO O� ry . 00Y' BC( _ o G0000 G0 a a a 0 0 oo r• VARIABLE B E OUETER E PM MOTS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL HEED 1 OF a CG-12 DETECTABLE WARNING SURFACE PEV. 7,M GENERAL NOTES ROI.']5 VASNIA DEPARTMENT Of TRANSPORTATION 97 SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR SIN 1-1/2" SO. OAK ST SET 180 DEGREES FINISHED GRADE APPLY 2" OF WOOD WATER THOROUGHLY 4" COMPACTED EAR WATERING BERM EXISTING GRADE PLANTING PIT. SEE REQUIREMENTS, PLA SOIL AMENDMENTS. REMOVE BURLAP & 1/3 OF ROOT BALL UNDISTURBED SOIL 2 TREE PLANTING DETAIL C12 Not To Scale A `, PERMSSEIE COURT. 5'MIN. JgNT I L A EJ BE SSHEETCF 44 FOR MAILS TANGENT PLAN s D. w-R 1'-0 I y.0„ BARN OF TE : 4B: mn a: -z�- SECTION A -A HATE: FOR GENERAL NOTES ON TIME OETECT/&E WNBING SURFACE. SEE SHEET 1CF A. TYPE C PARALLEL N PERPENDICULAR APPLICATION ROADWAY GRACE IN PERCENTIN I.NLAN RAMP LENGTH FEET P uRB s" 0E+e 4 t 1 B z B 3 3 a e s 5 10 V3 15 B 16 16 NOTE - TIE REEUMD LENGTH GF I L£BB PMfµPMP 6 WTFD R TO 15 ED. REGMCOFF THE SCOPE. LH H� CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SFEECIKN OF CURB TYPE AND THE CCNFIYRNIFEW OF THE URfrY SYRP WAY VARY TO MEET ENISTWC FIELD CwwRINS AND ROADWAY OEOHETRCS PROVIDING THE ONF6EHS ME, SLM I ARE AS NOTED. I �uAt7' 5Ti * 1P NA y. a 1'IF� � AT .W,.1" M]IER TNAV �L` FWE Ci PAVEMUi ATYY,SALE AS TOP OF CURB THIS [DARNED IPMALEL L PFRPENCICUIMI DESIGN FOR ALTERATIONS CAN BE USED WITH AMOHw:C PUFFEW STRIP. LNCND AT WTTOM OF TWO SLOPING SEES WITH SO" M NO" MIN. DIMENSIONS, THE SORT PERPENDICULAR RUN TO ME STREET CM BE MTECITS BY A LANIGZARB YFBMK OR CONNECTED TO THE 9"" WITH A WAtlCO SAFµ'f. CG-12 DETECTABLE WARNING SURFACE 8®a REM. 7/D5 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION105 10J.0T VPWU DEPARTMENT OF TRANSPORTATION ECG-12 DETECTABLE WARNING SURFACE GENERAL NOTES C4 )CG-12 DETECTABLE WARNING TYPE C C12 Not To Scale C122� Not To Scale AW�E�TMWT�= INTY6�MT�TANTMMCMED OdFS A SEE SHEET 10F 4 FOR DETAILS 5'-0" WI S_ -A, ,Aro FACE OF HUMANCURB SA M OF CUB 10 .1 W,,-I SECTION A -A SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WAWMO sUFACE. SEE SHEET IOF 4. TYPE B PARALLEL APPLICATION ROADWAY MADE N PERCENT MAE6MNAAIMPIENGTX yDUMB 8ClW G1. : ] 4 IF- 0 ° MOTE THE LNTED, TRTOO 1L5a'FEET REMOLEµSSS Cf TT� SLOPE. 3 UT UT 0 4 — � a CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK CG-12 DETECTABLE WARNING SURFACE TYPE 8 (PARALLEL) APPLICATION REV. 7/05 VNGINN DEPNRMNT OF rRAUSPOSTATIW 203.06 w-n I A osrNEV APPROACH SAME SUMACHR IRApS TO BE AS I 'M GENERAL NOTES AS Nµ4NE ROADWAY (SEE MOTE ]I SHOWN oN PLMa1 PP (RAPES TO BE AS I. wMN USED N CRARllcnOlN NM STANCHIONS cc-] OR Cc 7. TIE CLIM FACE ON THS STANDARD IS TO -- _ SHOWN ON R.W51 BE M,AJSTED TO W,iCN T)C IbIMi1$E M1B / Cc-: DR w-B L---- coMcuRATrc«. / R. SEE STANDARD CG-11 FOR CURD RASP MSNN TO BE SIDEWMN 16E➢ NTH THIS STANDARD. IDEW WYE51 � OPTIONAL IUPAMD SPACE 3. MI PAWNEM0 SNµL BE CC STMMTED TO THE FLOW LANE ---- I� W LINE EXCEPT ANY SIUMADE STABLRATION _-- REMO FOR NMENE PA CIAM wwCM CAN BE PNNSION EypP NSRW oMTTED N THE ENTRNCEJ PI MINT a. RADIAL CURB ON COMBINATION CURB AND BUTTER NOTE: WEI "E" R'.0" ON A° W NNNGF PO/OWAY T BE BEYOND EXCEPTR GOT REPLMiYMwRMPOHS. THE R/W LINE SOWN W TYNCµ SECTCN. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE BUNCH CANNOT ACCONYwA1E THE NMIEIHE ROADWAY ROPE TURNNO MOIFBRENTS OF NNTCPATEp IEAVT TRW( TR/EFC, iFE OR`iN Fpt 9DEW.W(L COMB RNPS O'PMNOIC 0.RVE 1E Cz MY) NNN THE LYT° OF THE RAp910LLD BE °%YA%. D o IP CNAAL PLOW LIMOR ROPE CHANGE ® _ _ _ — INCREASED TO 7 ISEE W-13I (L KAUS ARE TO NCICATE WHEN CONSTRUCTION OF A FLOW _ U IgE REQUIRES To NOME POSirvE ORMNE ACB¢SS WMLW BOMIWAY ---- ---- ----- NOTE A TINE ENTRANCE.6 W3 MM. m _ D 7. THE OFSWABE NC NA]MIM ENIRMICE CAME CH/NBES Aq'E WMOE _ � � — TOOB ARE THE ENTRANCE MADE 0 , THEM VALUES VA AAL I°WABLE 0 TREET wMNECIMRS. 5 C(WYERDIML ENrRMME INTERSECTION NOTES & WHEN Cc-n 6 USED FOR STREET wMECTaxs TIE CONNECTION BE DESCRIED N ACCOROZ& WITH IN CONSTRUCT GRACECHN¢S WIN A PMAB CURVE. MIST ASI POLICY NS THE !➢P1.B:ASE REQUIREMENTS - Of THE MY ROAD CE35N YNAIK. NCL(CNG 5T6TP0 SECTION A A wrt D6TMCE M R VMIE REOwELENTS. SOPINWAI ROWLFE MAT pE01ME WNIPNf. OF A y1"N. PWIW lF MWERS TO PFOVK POSrryE uRN1NµE 3 ACROSS THE WTFASECTICII ALLOWABLE ENTRANCE GRADE CHANGES / • fL CLASS U / 01.E.5.1 —y — CIXLRE E SECTION C-C ENTRANCE VdAME OflO CwNDE CfSPABLE NMNJI MIM1 MOTE MAN 1300 VPO OR ]x IEOVY SOOD}OD VFO s]x B% LOIN I LEA TWA S°0 VIC ssi Bx NOTE, ALLOWABLE ENiRMME GRADE (ABLE IS IDOL ,YWLCAVB TO STREET CONIECTSNS SPEGYICATIM VOOT REFERENCE METHOD OF TREATMENT RGAn ANG IWISOE nMUMGs 5oz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) Mv6IOx OATF sMEr t GF 1 VRGNIA DEPARTMENT OF TR.WS°ORTATKKI pyDN 0 I 00000000000000000 7 DUMPSTER PAD C12 Not To Scale 6" - 31000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21A COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED DETAIL DUMPSTER PAD PLAN DUMPSTER PAD ENCLOSURE x 4" Wooden Post Wooden Once Board x 4" Rail (typ) x 4" Steel Columns for Gates x 6" Treated Wooden Tte finish to match buildings oden Board Steel Columns for Gates 6' 6" Treated Wooden finish to match buildings 'Rail (typ) rate Pad 18 ss a75 01 RESERVED Za 425 4.25 PARKING- 2G 1 4" fi 3875 M75►� 1. *•,MOM 75 � ©M C R7-8 NO PARKING R7Ea W PENALTY $100 - $500 FINE TOW -AWAY ZONE (To be mounted below accessibility parking sign) SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM °F f0 TH ; 0 4 v JLJHI S 1,c. 45183 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2020.10.26 [PRELIMINARY ARBI 2020.12.21 [FINAL ARBI LANDSCAPE & SITE DETAILS 5 )CG-12 DETECTABLE WARNING TYPE B 66VDOT: METHOD OF TREATMENT 8 DUMPSTER PAD DETAILS s HANDICAP PARKING SIGN DETAILS C12 Not To Scale C12 Not To Scale C12 Not To Scale C12 Not To Scale C12 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL ° ,° i+ MIN. 12" CLEARANCE BE PREFORMED BY BETWEEN EXISTING PIPE '' MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER is PLUS 6". 12" THICK VDOT Ile No. 68 STONE BEDDING WWII AND 4"x8'xi6" ` SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) lilill III III lill III Illillill III MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING. AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE ON FIGURE S-1—A OR NON —SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL V—D' BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON— CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING s 12' MIN. CAST —IN PLACE �e 3000 PSI CONCRETE BASE FOUNDATION SECTION VIEW I Iinilit iliiin ill lilt nlinuil ill liiinilit ilinnnilililil ill nililt litinnil ill linnilit ililinnililt rill I NOTES: 1, CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Ai TD-26 ACSA: TYPICAL MH BASE - DOGHOUSE NOT TO SCALE - TE 2500 P.S.I. CONCRETE THRUST BLOCK L- E 5' GAL.- I-ED '1TNESS " mOST WITH - E' E\F,` I TE' L 1E IN REMOTE AREAS E TE - I E L -JION MAY BE SUBJECT T HI H -1 E- T E T �,FPROVAL. FI I HE - E k�• -1 T=-ISLE TRAFFIC- k'1=TEII -L E BOX W/ LIC `vI GATE 'VALVE G ARE TE IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TY-DIC:AL GATE VALVE NTS F18. IN— t 2 ACSA: 2GATE VALVE 015) NOT TO SCALE TYP.. HUNTCO Q�I�Pet .W m wHunc—orn aaam mmOQ 0p& ' vh_m_ipnry I1 L_nd N:StI:NGS MCXbn a it . sm ftx2 THE STAPLE The gNN,cank•Staple" Ill bike lack b Portland City Code approved. Lock RUPI CONSTRUCTION/ MATERIAL OPTIONS ❑ 2- Sch. e0 Rmmd BMa Pipe rhawn ❑ 2'•2'Squ Pral rueing (MaeNlel Praopp ❑ WS'S21/2-Shl Fla Bcumpe,cherlurl -SMUNanOes(limla¢) DIMENSIONS 20'Lm,gB, - -5.5'11fIaE - W Height Cl Cu,lam9ke NelaM/..h MOUNTING OPTIONS ❑ Fbnge Maum(snown) (E).0.1'Mouningxeles ❑ In -Ground I1'LN Ezfenel9n¢ FINISH OPTIONS ❑ 73o4SlanMas Weal Resatin FlnNh ❑ xa ollNtedGaNanma ❑ Amman Coolhp e ❑ 1hearecu NC cal e ADDITIONAL OPTIONS ❑ FlPnga Geret<wdleaaa .ddlxonolceelMround plwanly) Manmaauremn the Pacific Norlmnat MnpeMln&Ountl Md But a Nang• 8q nbkgb.Flmpe N1 RICOMMINDSO LLYOOT None: 'BIW I. 70' lifAnimum Scal (a)Recameam ed Spacing — ,pa NO m 3 BIKE RACK DETAIL C15 NOT TO SCALE La01 � cm NP6 a;yow.ejm Pahl Or vmBHUNTCO � u M IkgSIT[f VPNI SHIN as mm*Gh.ham Mn THE RAMBLER Our Top -selling range Of lacim the Rambler is one of our moss elegant aM 0exibie racks. We can cmtom bu ikl to your Gaccs. CONSTRUCTION/MATERIAL 12-SM.IOseel PlPo( Mown ona YsauOr•s Pmaofrp (toast. Plpeculler Proof) 651 Steal Flanges DIMENSION/CAP°CITY OPTIONS -5.5'WItlM - WHeight Ummusul U2-Helgn(aphpneg s Blke 39 m uml pop) 7 Bike 01 length _ 9Mke B5A'Ushiml _'. II Bike 110A' length 1_1 IS Bike 134A"1englh(1 CIr Pugged (9) Meaning Me s) MOUNTING OPTIONS L FWngeM cracks wn) (e).5S'Mouning Haas I ln- nsd I1"Leg Ealenslon I MngesCana l onsime it W. wPo only) FINISH OPTIONS r50BGanksua l M Ruan ImM HOIDIPPed GONOnhed Pkowee,coaln9 _ Thermoplastic Coo" ManulaaareO In the POOmO Nonhwed U � I Tcwvc, 7Y 7 See Y 9.1a, 11 Bike Id 91ke Emlge«In61ow0 SaumenangeElonge wal RECOMMMDID LAYOUT NOne: TOP vim 'Slke'is7o' k Minimum 6pach, -'9m- rr G) Reeemnrsumma Sptlr ap �r j{�� Y-Ni C f11 T3 iA 2" SM9.5A ASPHALT 2.5" BM-25.0 ASPHALT BASE COURSE ) 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 6" COMPACTED VDOT 21A 00000000000000 # -III—III—III--I COMPACTED SUBGRADE 4 .HEAVY DUTY 15 NOT TO SCALE ASPHALT DETAIL 4" CRUSHED GRADED STONE DUST 000000000cocoa 4" AGGREGATE BASE _ _ _ FABRIC SEPARATOR, IF REQUIRED I—III-ILL-III—III-1I'COMPACTED SUBGRADE 5 )CLASS B TYPE 2 PATH DETAIL C1 5 NOT TO SCALE PAVEMENT MAP LEGEND V HEAVY DUTY ASPHALT - SEE ABOVE FOR DETAIL ASPHALT (TYP.) - SEE ABOVE FOR DETAIL PAVEMENT M NUI Ile SCALE TYPICAL SIDEWALK NOT SCALE 4" — 3,000 PSI CONCRETE 4" — VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED SECTION 2" OF SM-9.5A SUPERPAVE 00000000000 00 00 6" — VDOT #21A BASESTONE III III III III COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION NUI IU SCALE SHIMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O� lob f JS�� �I U NSTT�o. HIMP a 45183 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2020.10.26 [PRELIMINARY ARBI 2020.12.21 [FINAL ARBI FILE NO. SITE & ACSA DETAILS 11� -- II -.."a -a- 9 PERMEABLE PAVERS DETAIL EAGLE BAY USA 1231 Willis Road, Richmond, VA 23237 • 800-321-9141 • mmpavesales®BBglebayum.cmn • McM.Raglebayusa.com C1 5 NOT TO SCALE C15 MUM WA in] MIIb Amt.akksnN.YA22IJ7• MOJ249111ECOBAY PICP •mmmMMkkMgm2lsMNasme•wk:GdeMlavrvm "'