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HomeMy WebLinkAboutSDP202100022 Plan - Submittal (First) 2021-03-22LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE �r BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY - - - - INDEX CONTOUR INTERVAL CONTOUR 311.5 x z SPOT ELEVATION 311.5 TC x�R TOP OF CURB ELEVATION 311.5 TW x z TOP OF WALL ELEVATION 311.5 BW x z� 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 l7� MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING 0 WETLAND TREELINE X X FENCE UTILITY o- UTILITY POLE m m GUY WIRE oH0 0Hu OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM 0 STORM MANHOLE q q DROP INLET STORM SEWER ROOF DRAIN SANITARY 0 SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE O O WATER METER 0 0 WATER METER VAULT FIRE HYDRANT 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 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 In accordance with the Application Plan and the Code of Development of ZMA2019-00003, approved by the Board of Supervisors on October 7, 2020. Special exception to waive the requirement for a Neighborhood Model District to have a minimum of two housing types approved by the Board of Supervisors on October 7, 2020. Overlays: Airport Impact Area, Dam Inundation Zone - State, Entrance Corridor, Steep Slopes - Managed SDP2020-00066 Albemarle Business Campus - Initial Site Plan granted conditonal administrative approval on December 18, 2020. MAGISTERIAL DISTRICT Samuel Miller & Scottsville SOURCE OF TITLE DB 5145 PG 626 (76-46A & 76-54) DB 3039 PG 209 (76-46F) SETBACKS & STEPBACKS Per approved ZMA201900003, setbacks & stepbacks are provided as follows: SETBACKS BLOCK 5 Primary Front' 5' Min - 30' Max Secondary Front` N/A Side None Rear None STEPBACKS BLOCK 5 For each above grade story that begins above 40' in height or for Primary Front' each above grade story above the third story, whichever is less, the minimum stepback shall be 15 feet Secondary Front` N/A 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 % FINAL SITE DEVELOPMENT PLAN CAMPUS: BLOCK 5 Building 0 SF 0% Pavement 0 SF 0% Sidewalk 0 SF 0% Open Space 372,438 SF 100% Total= 372,438 SF (8.55 ac.) PROPOSED Area % Building 20,987 SF 5.6% Pavement 41,196 SF 11.1% Sidewalk 12,782 SF 3.4% Open space 297,473 SF 79.9% Total= 372,438 SF (8.55 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 4 bicycle parking spaces provided 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. 13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI A117.1-09 and the 2015 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. 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 151 103,500 SF 6 4 10 8 10 18 156 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. FIRE MARSHAL NOTES A knoxbox is required for each structure. Location to be coordinated with the fire marshal's office staff. FIRE FLOW Available fire flow is approximately 2,467 gpm. AVWVA Q20 is 4,644 gpm. VDOT NOTES 1. VDOT will only maintain within drainage easements to the extent necessary to protect the roadway from flooding or damage. 2. A Traffic Maintenance Plan (TMP) is required to obtani a permit to work within VDOT Right of Way. The TMP shall be prepared by an Advanced Work Zone Certified person, certification card and verification number is required on the TMP submittal. 3. Pavement designs for areas and entrances in the R/W shall be developed using the Pavement Design Guide for Subdivision and Secondary Roads in Virginia and must be based on in place material at the time of construction. FINAL SDP NUMBER PENDING TAX MAP 76, PARCEL 46A & 54 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=500' 9 Ole 8 0 Claue Frances Q o ; J 2,ac sdeoPark - .a k &Rid" AZALEA Na v`ROOts F . PARK 4 TimbedandQ J 5 The Woodlands 0 Park Apartments Redhalds of Charlottesville -OLD LYNCHBURG ROAD \ �, mmunlry Pool V v° Ca.d :.Ing9 "Ilk. adndm w y� Villas At Southern Ridge Y1I/Fin a9 Oak Hill Markel & Deli O m+wo�o..vC ryv'4va \ Calvary Chapel Q Charlonesvllle Kingdom Hall Of ` Jehovahs Witnesses© 0 'narle thorrly F :s ANhority a kky` s y TE a,faq'0 14,10' t b� The School0 0 amnmair � s Bays & Girls Club V Southwood 9nm-n" 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 C8 STORMWATER PROFILES C9 SANITARY, WATER & ROAD PROFILES C10 LIGHTING PLAN C11 LANDSCAPE PLAN C12 LANDSCAPE & SITE DETAILS C13 SITE, VDOT & ACSA DETAILS C14 ACSA DETAILS C15 SITE & ACSA DETAILS C16 MAINTENANCE OF TRAFFIC APPROVALS Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date Azalea Park Dog Park Moores CGS` It, Sheaf Place ae" Apartments TH STREET U ®Albemarle County Fire SOS, Rescue-Admimetreli0n P � ad `,4 4� Biscull Run sure Park Q Holida, i- CharlottesmlleMonLr,i 0 IMAGE PROVIDED BY GOGGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERINGCOM L c. Noo; 5 83 MAT V�J FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARB] 2021.03.22 [FINAL SDP] FILE NO. COVER C1 Original Proffers X Amendment PROFFER STATEMENT ZMA Number and Name: 2019-00003 Albemarle Business Campus Parcel ID Numbers: 07600-00-00-05400, 07600-00-00-046A0, and 07600-00- 00-046FO(portion) Owners: 5"' Street Forest LLC and Region Ten Community Services Board, In1cc.. Date of Proffer Signature: S eP}e..�-Kr 1'T 2020 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 0.58 acres to be rezoned from Commercial Office to Neighborhood Model District Total: 13.63 acres to be rezoned to Neighborhood Model District 5'h Street Forest LLC, a Virginia limited liability company is the owner of Tax Parcels 07600-00- 00-05400 and 07600-00-00-046A0, and is the contract purchaser of a 0.58 acre portion of Tax Parcel 07600-00-00-046FO (collectively, the "Property"), which together are the subject of rezoning application ZMA No. 2019-00003, a project known as "Albemarle Business Campus" (the "Project"). Region Ten Community Services Board, Inc. is the current owner of Tax Parcel 07600-00-00-046F0. 5'h Street Forest LLC and Region Ten Community Services Board, Inc. are hereinafter collectively referred to as the "Owner." ° Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle County Code), the Owner hereby voluntarily proffers the conditions listed below, which shall be 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. INFRASTRiJ 1 Ti7RESIMPROVEMENTS: 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 Owner of Tax Parcel 07600-00-00-046F0: REGION TEN COMMUNITY SERVICES BOARD, INC. a Virginia corporation By: Qh1= a Lisa Beitz, Executiv director 4 b. Prior to or concurrent with the Cash Contribution payment, the Owner shall dedicate for public use a portion of the Property, as shown on the "Single -Lane Roundabout Exhibit" prepared by Shimp Engineering, dated March 18, 2019 with a revision date of March 16, 2020 (the "Roundabout Exhibit"), attached hereto. 2. TRIP GENERATION: Daily and peak hour vehicular trips shall be noted on all site plans and zoning clearances on the Property. Site plans and zoning clearances on the Property must contain a note that itemizes each proposed use, and if applicable, each previously approved use that is expected to continue, with its affiliated daily and peak vehicular trips. Neither a site plan nor a zoning clearance shall be issued if the combined uses on the Property are estimated to generate a number of daily vehicular trips exceeding 3,200 or a number of peak 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 for internal trip capture for mixed -use developments, as determined by the Director of Community Development or the Director's designee. 3. PERFORMANCE AGREEMENT: The Owner shall develop the Property and the Project in accord with the terms and conditions of that certain Performance Agreement between Albemarle County, the Albemarle County Economic Development Authority, and 5"' Street Forest LLC, dated April 15, 2020 (the "Performance Agreement"), as it may be amended in the future pursuant to the terms and conditions thereof. (Signature Pages Immediately Follow) 2 20' OFFSET FOR ADEQUATE SLIP LANE SEPARATION 16' LANE DEDICATION 40 0 40 80 120 Graphic Scale: 1"=40' WITNESS the following signatures: OWNER: Owner of Tax Parcels 07600-00-00-05400 and 07600-00-00-046A0: 5T" STREET FOREST LLC, a Virginia limited liability company By: AS& Kyle Redinger, Manager COMMONWEALTH OF VIRGINIA CIT COUNTY OF Cho\e- , to wit: The foregoing instrument was acknowledged before me this 1` 0' day of S e_Q,�- ha, 2020 by Kyle Redinger, Manager of Albemarle Land Development LLC. My Commission expires: o� \'3iL� 3 85' SLIP LANE RADIUS otary SEANDELLE RENEE KORTE Notary Public Commonwealth o/ Virginia Registration No. 358491 My Commission Expires Jun 30, 2021 ZONING MAP AMENDMENT ZMA201900003 ALBEMARLE BUSINESS CAMPUS SINGLE -LANE ROUNDABOUT EXHIBIT Sheet 1 of 1 SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 23 IThis exhibit is shown for roundabout 01 feasibility purposes. This exhibit shows a 2.5' CURB & GUTTER roundabout with a 150' inscribed diameter, UO JU IN SHIMP a — ti slip lane, and pedestrian improvements. L c. o.145183 4' LA1VD�6ARE STRIP Approximately 0.05 AC (2350 SF) ROW ?off°D'j'j Z� k4 4' TRUCK SIDEWALK _ dedication from the eastern portion of �� NAL tic�G the project property may be required APR\ 1-1' MAINTENANCE fora single -lane roundabout with a 150' inscribed diameter. Z N-150' INSCRIBED DIAMETER 12' TRAVEL LANE T- Key Area on project property that may be required for roundabout improvements Parcel boundary TMP(s) 76-46A, 76-54, Portion of 76-46F Submitted 18 March 2019 Revised 17 June 2019 Revised 29 July 2019 Revised 13 September 2019 Revised 16 December 2019 REVISED 16 MARCH 2O20 project: 18.004 SHIMP ENGINEERING, P.C. FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARB] 2021.03.22 [FINAL SDP] 1111111110111►[6l s APPROVED ZMA201900003 PROFFERS C2 d. Severability. If any provision of this Agreement is held to be invalid or unenforceable, such provision shall be severable andthe temainder of#his Agreement shall continue in full force and effect., p.. Counterparts. This Agreement may be executed in multiple fouftterparts, each of which shall constitute an originand all of which allzgnstitute one and the same instrument. B IFgdvi ermng Law. This Agreemen shall be govern onit$�"ru Iin aCc4rdance with the laws o unWe;W4V]rginia,rwithuut refar� to conflicts of law p i �]Exhibit. The Pro a%tea t is not a site is r e r lec ended to show the rations of rtem_re n� i3 Agreement. -2, DD--- bPEWS OBLIGATIONS -a..teTgurung. The Developer has ] trrodified_rapplication for rezoning of the Eert�peIng before the emarle County Planning Commission. The oper shall use its best efforts to �mplete the rezoning from ' Efi'al_Area (R-14 8& $-2) to NeWhbgrho2d Model District by July 31, 20. & I ceptuala Pl aan. The] Developer will submit a conceptual building plan (n6luding a rendering and/or architectural drawings) to the County's -Office of Economic Dew Io ent (EDO) within four (4) weeks of thei ]Zoning Approval. The E�DO''will have one week to review the plan for approval and concurrence, which shall not be unreasonably withheld. g�overnmentalApproval & Perm ittil The Develapershallapply for muse its best efforts to obtain all governmental approvals a-nd4Mrmits pecgssaryto construct a wilding or bnildings with at lea Ug o o- t' s ]uarel Meet 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 site plan. a Capacity. The Developer (gohiding the manager and all members and partners) must demonstrate financial capacity to the County and pass a oneral background check, both satisfactory to the County. Such proprietary information will be, provided subject to a confidentiality agreement from the Cow hi form and substance satisfactory to the Developer. Any information provided subject to such confidentiality �greement shall be exempt from disclosure under the Virginia Freedom of reformation Act. el R serve Space for Primary Business: The Developer must reserve q# east 25,000 square feet ofPassA Office -Space within Block 2, Block 3, or a combination of the Bloom cl s I Blocks are shown on the Project Exhibit) as the Developer and Ve County may agree. This space reservation will ]continug for 6p months (or La Primary Business to occupy 4 from when the Developer has obtained the later of: '(i�si`te 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, Oreene,]F'luvanna, Nelson, and Buckingham). fi Ikasd 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 aacredit *&thy Primary Business at a fair market rate or fair market value f�the�may be. The Pevee lopes and the County agree to bargain in good O a�hsfy the c9ndition. Enhanced Co ves` The Developer will provide enhanced connectivity throughout Zt to provide community access from the Project's southern boundary tg * northern boundary nhanced connectivity will include pathways pavedsd�lks, and raises pedestrian road crossings. The final design nuist s7 bktantially cam. orturith the Rroject Exhibit. 1p �D_yrtamic Transport Pick -Up. The Developer will pfovide spacgyit in the Project for automobile assengers t access f-0 'ire hailed trans ]services (i.e. taxicab, transportation network [partner, ANT vehicle, or otherwise) as shown on the Project Exhibit., i. Enhanced Bus Stop. The Developer must pnMd6an enhance bus stop along the Project's southern boundary to accommodate public transportation. The stop -must include a glass shelter, lighting„ kdequate s-elating, and bicycle parking racks. The design and provisions are subject to the County's approval, which cannot be withheld unreasonably. cycle Racks. The Dave�dpr midst install bicytl�irking r�al� ldings within the Proje k. Rog shown Park. The ect Ex per shall c�tnievt��� 1 ar own on the Projecti�i�unless the D ei and the[quirrIity agree otherwise. 3. COUNn'sIOBLIGATION§, a. The County, by and through its Economic Development Office, will create collateral material to provide to its consultant, Retail Strategies, to market retail space in Block 41 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 z�pbo square foot space to prospective eligible Primary Business teuantg-or purchasers and will provide Developer with leads until the space isr-occupied by a Primary Business or five years from e final site plan approval, whichever occu> s sooner. 5� SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM L c. FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARB] 2021.03.22 [FINAL SDP] 1911011101161 Im 11A ALBEMARLE BUSINESS CAMPUS PERFORMANCE AGREEMENT EXCERPT C3 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 24.82 12.41 24.82 N21°44'27"E C14 0°53'42" 3044.10 47.55 23.78 47.55 N22°25'19"E ACCESS EASEMENT LINE DATA LINE BEARING DISTANCE L1 N 39'29'47"W 20.47' 20.47 L2 S 33°48'55"W 24.73' 24.79 L3 S 33°48'55"W 23.91' 23.85 L4 N 46'00'00"W 30,07' 28.31 L5 S 39°29'48"E 71.00' 69.22 LI UUU UU UU YV U�.UY L2 S72°02'03"W 53.34 L3 S57°28'58"W 51.57 L4 S56°46'20"W 110.53 L5 S89°47'34"W 42.66 L6 N56°49'31"E 25.00 L7 N87°55'38"W 91.84 L8 S56°49'31 "W 51.00 L9 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 L161 N18°25'37"E 1 137.78 L17 N30°49'S8"E 14.20 L18 N59°09'56"W 3.82 SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM L c. FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARB] 2021.03.22 [FINAL SDP] FILE NO. 18.004 EXISTING CONDITIONS: OVERVIEW C4 VDATION ISTAj`f\ DAM B / T.M, 76-46F (POR J ----- \I� / i i I I I I I / % EGION TEN �bM 09 D.B.1005 483 PLAT D.B.72/Z-518 PLAT \I /FOUND / "MANAGED SLOPES' 'III I 31'52'55"E 2.27 / ZONE: CQ'MMERCIAL OF�ICE --- A 1 1 1 `° I 450— '------v II I I I F P CORNER / I�SE: OFFICE I\\ 11 I I I I --- // 8.47 AG /--------------' 430 V / + Sq8 \\ / / / / \� \\ / \\\ \I\ I ---------------------- ' _----------- / OS I— l — / / `/�/� v C� SO Rf- v v ' I —--------------------- ------ —_ /' /'' / in vT OFvC1�LRT v v v �26v� 82 SA MH � / \/ \ �( \i\ \ I\ \ \ \ I \ �C2— I T=428.64 /\\ / \\ \ I\\ \ /=418.61 �/ ,/ , �' T� �I[ \ \ \ x� \ \ \ \ 46�'�27\ N - - 90>> � / 440 — ,X /\ D \ fpPE \\ --- /-- --/ \ \ \ C \ \ i \ / - Q �OJI. D \ n f, a ( —/ r� v AA v /' / \ / / /ram I \ \ / / \ � \ /' _--- EXy 20/AC I I \ ` \ \ \ \ \ � DB 166�' PGTTTRRR / -- \ Lvi _ — V - E RELOPE \ iJ I I �J J \_\ i \ \ \ \\ 'I F N Z \ \ \ J \ \ \ \ \\ _\\/ D.B. ^ \ \ \ \ \ \ \ / \ \ T.M \ 76 46� (E�T PC�R�I0�1� \ I \ \ \ —_— °'—_-- USE: RESID 5T11 ST�F�ET\ Fd�REST LAC \ \ -/ // \\ �/ s qeH D�.45�7��270 I IS _ _ �\ `\ -1\ // \\\ `D-B.4`43\ 72 \\ \\\ , n -_ — - - �a2o /— �� 7J ISM J-7 P AT \\\ \\ �! ------ ` - \\ \\ % \I \\ I O \ __--1 \ \ \\\ \\ \ I-l/\\ \\\ \ \\\ D. 27.26� 6\9\\\ \ \ \\\ \\ \\-//'- \ g °\ \ `� '— D� 216 8,106\ TH�R\U \1,09 RLAA\ � I_•' � // /� / /SHIMP Zo\N,: INMD \\\\ \ /.,__- / ;' ,b-` i ENLAND GINENNING - ERING2. U E: OPEN /'---_ \ \ \ \ \ - MENT -\ \ i1 912 E. HIGH ST. 434.227.5140 ' / A \ • 1 CHARLOTTESVILLE VA, 22902 JUSTIN SHIMP-ENGINEERING.COM GO IF T. M \\ 76—�� -- -- \ IN SHIMP \ \ \ Qo \ / ----- � Lc. o.05183 \g, `\ \\ i / �/ — . f� 5TH STREET`FORE�T LLB _ I cv o� -- D.B.4573-270 — .4431-372------- }A6 32' /— — --- i' F11 30 w n \ /-' // / / 04�'Z 42Yk — • — ' / — D.B.4367-496, PLAT / // i _ �• / / / � OB-:2fi6a=fi66 THR�J—�09"PLAT _ _ MAC' v `_-- — \ - • I i /' — ' "------ ,-1 NAIL \ FINAL SITE DEVELOPMENT PLAN _ <-------- — —r , / / / / / / /----------------- ��7NE: NMD . � ISZ-,o �"E ---_- — — \\ 1 / -U�:—OPEN --_-- � FouN ALBEMARLE DRAINAGE BUSINESS CAMPUS \ \ PIPE TR SAN TBR i M�0 // / / �l/ r /IOP=43773 _--------- —---_--'' I �Oe NS / / INV=429.65 BLOCK 5 . —__--- -tEMO 17.63 LF ,A x—x--Tc —x x \ I / _ — — x x -max _ `\ \ \ \ \ ' \ ---- — �Ao,6. OF CULVERT ALBEMARLE COUNTY VIRGINIA S S PAVED PATH TBR AT — — TS — — — — — \max \ \ \ \ P , \ x v _ 420 — — A O O ,� BLOCK 3 dc= _ — — — --- �S 2 \\ x _ \\ ' ' ' D 4`7�OD�F\ 0�2 /----- — \ opt� --- eeHSTaucnoN — — — — — o —x �� CONSTR — 1�� ` { 1oRT 5� _ — \ -- I SUBMISSION: 0� 6/ /--------- v I 2020. 1 0.05 [INITIAL SDP] \ - N \44p = A D ` I REVISION: _�v 'X z �x _ t 1NV.IN— i 0(A i I I 2020.10.26 [PRELIMINARY ARB] um 412.74 om o 0 0 I I 2020.12.21 [FINAL ARB] ' I 2021.03.22 [FINAL SDP] BOO K03AIL JBR AT CON�M / CVON \ \ ' SI TE ROUTE'631 5TH/ S --- - FILE NO. T // —440— / / -�C� \ \ I I v — — 18.004 VARIABLE P WIDTH R/W AVEO D.B.1205-31,� / -_ / D BLOCK PArN \\ /fYVVY.P.B.XI-257 �HRU 262 /' ' / ' 445.08 CONS7RuC7&70N�RAT \ `\_\ \ \ \ \\ / INV.OUT= \ \\ \ EXISTING CONDITIONS / \ \ 425.22 F \ \\\\ & DEMO /,' 30 0 30 60 90 SAN MH --- ,� T0489 — / /' Scale: 1��=30' �G\ I(JV=43 �\� 7. C V WXJ 1 v v v v v v v v v v v \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ V A A V A A A V A A A A V A A V A A V A A V A V A V A V A A A V A A A A V A A A V A A A V A A A A �, �''�\ VAA VAA V AAA VAAA V AA A4 NEw j0'. P ;..,NC,O�?WAGE � v v v vv vv v v y v v v v v v v v v v v v v v v I%ECTS \ \\ \ \\ \\ \ \ \ \ AA VAAA VA VAA T ENS11NG VAA V A A \ AAA V AAA V A ST RM RIPEV A \ A \ \ \ 0`� V AA vAvA V A A \ V AA V AAA V A v 1 AN MH TOP=428.64 8 11 S INV=418.6 S�� v VAvA VvAv Vvv Vvv v V AVA VvA v v CLASS B TYPE 2 STONE DUST x WALKNG PATH (AMENITY) �\ \ \ \ \ \ 2 \ \ \ \ \ \ \ \ \ \ \ 2,006 SF \ ! vvv vvvv v a vvv v v vvv v v Z G��� Vv A V A VA VA VA v VAAA VAAAA \ 0 NO G�Rg C HOPE �v v v v v v � v v v v v v v v v 1 v v v v v v v v v v v v v vv - � R3.0' ONN � � � vvvA vAv vAvA vAA A Vvv VvA vAvv �� ®o VA \� VAA \ 70 YX. AA �GU p R20. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ E!\T \ \ \ \ \ \ 30' PUBLIC AINAGE EASEME °� \ \ \ \ \ \ \ \ �v R3.0' vA vA VvA vAvA \ vA A �� \\\,\ P A6 \ \ \\ \\ 8X8 �'w—w \\ J \\ 0 i � �,.. 13 PARKING V A \ V A \ V A y� SPA (..�. .1' SPACES �- v A A A v A v v A V v A TEE�v v 8� A v V V v < � �� A8 11� 7xT DJMPSTER P � � � \ \ 91P \ \ \ \ \ ci = 65 GALLON TRASH TO _ \\\ \\ \\\ \\\\ \\ \ \ \ \\\\ J \\\ C '\ 18 HOPE C EX. SWM POND TO t®�,4= T 18. HDPE Q \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ REMAIN CONNECT .. > . - — ao ao aD — aD POND OUTFALLS TO I Cam- R15.0' 2 3 0.9 0 STAIR U AAA VAAA VAAA VAA V A VAA A VAAA \ ,. ��. D J NEW SWM SYSTEM I STAIR I ELEVATOR A a: VAA VAA VAA VAA VAA A V A X fTl Co II R3.0' 3 VvAv vAvA VAvA v vAvA v vAAA vAv vAv \ VvA v �N) J 0 O C PARKING IGN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ S m + TORAGE + RETAIL ZJ RETAIL IL ,98BFE#1 422.00 7 SF PR FOOTPRINT o_ A v v A v v A vCvvv� vvvv i� TENANT TE �C TOP GN } F2, asaSF F2, asa.o gFE 1 443.33 t6 ---- - A v A v v v v v v v v —67 _ FFE#3 454.000 EL T R B vv A vv A V v v v v A v s MAX. HEIGHT: 43' \ \ \ \ \ \ \ \ \ N = } STORAGE OFFICE \\\ \\\ \\\ -J 7555E S .Ll— MI LL� & VERLAY FDC Sf S PPROX. ,660 SF ' _ \ PER 2 _ - " - '; _ '. CONC \SIDEWALK (TfP.) r / C -12 6' PLANTING STRIP _ _ o 60•1 6' P 0.0' LANTING STR42, `u' o f� R20. �`'� 2. N ® CG 15 1 .0 lg• �/ 4b w N C2 N D �'+ •_� 15.8 G- WATER 10.4 o ERMEABLE CONCRETE PAVERS ONNE �'•-. �' C TYR.)6 0' E. 26.0 _ - - _ . _ _ 53 ON -STREET 7 To LA.WATERLINE �'' - v', A — oxt) — �* — — — — — — — — — — PARKING SPACES 1 ---- — SHIMP uNT LE C 8TM IS) T 8" DIP WATER LINE (• PERI ABLFw CON�RETE�AVEf S CR�SSWF K 8" D WATE LIN -}�: _ —w —w - w-M�o—'� —w w —w —w —w w w —w —w —w —w —w —w —w —w —w —w —w —w —w —w —w —w —w w —w w - ' w w w w w w —w —w —im w —iPi —w —w —w —w w —w w �12x8 i 8x6 EE 20.0' 20.0 -_ ALL * - = 5' CROSSWALO(TYP. i 5.8' "DIP 5' —R6:0` �L - 8 STG ENGINEERING2. FH LINEER LAND PLANNING - PROJECT MANAGEMENT 6' PLANTING STRIP - 6 PL NG STRl�► _ -,y • - _ ..: z .. ILL&OVERLAY , 15 -STUB - - - . - .. :.. .. __ _ -. -.. .. - .`6' CQNG.SIDEWALK'. TYP. -�w:. . . - --u - .. .. , . - . .' . , ., • ' s- -'� " - PP F PER 5 . C . N.C: - S.IfiJEWALK. TYP.) -- .. .. � .. �: .( _ � R A OX. 680 S m WP-2 I \ \ �• s� 912 E. HIGH ST. 434.227.5140 O �= CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM X L H� I I �o�x 83 I U IN . si-mVIP a L c. o.05183 q I .e hEC6!�� 4 NAL ti w cn FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: \ JI a � `, I P BLOCK 5 I P 0 N I S NEN'I ECTS TO EXISTING 1 I STO M PIPE ` ALBEMARLE COUNTY, VIRGINIA E 1 A B3 �I SUBMISSION: 0 <>-E NP o =l y = 2020.10.05 [INITIAL SDPI .,. i 1 SD GaM :� oml�� REVISION: � A? s o 0* , 2020.10.26[PRELIMINARY ARB] CA 2020.12.21 [FINALARB] 2021.03.22 [FINAL SDP] oNNEcrs TO EXISTING SEWER \ h `\ TATE ROUTE 631 5TH S VARIABLE WIDTH R/W D.6.1205-314 HWY.P.B.XI-257 THRU 262 19110111►[6l �I SITE & UTILITY PLAN SAN MH \-- \ \ / \� TOP=446.89 30 0 30 60 90 INV= 437.40 Scale: 1 "=30' C 6 n v TW 44 BW 4 '� '// ------ \ II I I / i`O / /' / 450— �_- /___ /// ///// A4 ��' �----/ /// , NtW // / ,' I F I \ \ \ '/ '/ 430 I \ TO EXISTING F I \ \ \ I \ ------- ST RM PIPE s--------------- -------- — — — — — — W q / ---- _ 2 j AN MH 450 _ _^----'' ' /' �'TW 442 // - II ---- ---- \ 5 Cl/ / J FI 1 FT-1 I _ T / I I I I I I — — — ONNECT O III II II II \\ 11 I I 1 // / /' - tdEW -SC PiA@LIC RAINAGE EASEMENT 10 p'/ - _ �i // /I / / / / // 0 EX / \ / I I I I I I I / O / A \ ADDS x / �� / / A6 �_ / / / I / / / / /, .� ' / / , Sx8 / / WL STUB w 1/ \\\\\\\ / / ///// / // / / TEE€ / \ C I 1 I I I / v / _ \ 40Z � I / / / 8° DIP WL / , - 18' HOPE / I / / / / / / /03 // V \ DPI --- 3 / / /'� \ I I \ I IEX. 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HEIGP .43' MAX, HEIGHTV\O'4SO FFE FFI FPC \ \ I I I / / , \ / / \ ..- _ II O v v/vv v - 4- V �� v - I FH D W TER \V\z U" � ONNECLi6021 LINE w w w-3yT/ELINE � _ SHIMP WATERLINE 8"tP TER , —w w w mow-—w w T w—w NGINEE R I N G w —w � —w w —w�w—w w W —W w �w 6 xLAND PLANNING -PROJECT MANAGEMENT12x8 �S&V F\F�YJ4TE \ �I I I B B B3C LINE V A ,. y -- - V / , � _ 912E HIGH ST 434 227 5140 STUB- .._j' �/ .w.. _ -'� � - - � CHARLOTTESVILLE 902 JUSTIN@SHIM - EERING �R -•' = % •�• � � •� - J � VA 22 PENGIN .COM \\QE / \\\HGO, I) A A\ v � O � 8, 1 v IN SIB a \ \\\ \ \I \\ \J 760 '\\ \ _--"Lo. 5'gD8(3 ,O~ �4 /\ \ 1 �� � i �' / I/\\ \\ \ // / // - - -- -- FINAL SITE DEVELOPMENT PLAN ALBEMARLE ; ----- - w - BUSINESS CAMPUS: __ _ 0 I yyI ____ -- - ___ BLOCK 5 ___ / / / / / / "_ ___--- t I — — — — ----------- ---- ---- / / / \\ \ \\\ \ \ / - p\Np ��p51L1 ------ 420 I I_ \ ALBEMARLE COUNTY VIRGINIAECT0 Is, TXISTISNG0 0 W—----- SUBMISSION: m PIPE _ ZOZO 1 O O5 [INITIAL SDP] EA M II 11 I I / ��"o� 11 '\ -oTOD `1 REVISION: \\ ��/ -(ISO i I I 2020.10.26[PRELIMINARY ARB] \ O / \ \ \ _ \ \ — ' o r r'OOD I 2020.12.21 FINAL ARB >� — ®\ \ 64 — ago 3 C, I II I 2021.03.22 [FINAL SDP] o \ \ -- -\\ 0-4 ) ONNECTS / TO EXISTING SEWER _ — -430 — — — / \ \ — \ S T' TE ROUTE631 /S FILE NO. v---- 5 T I / —440 I \ l 18.004 VARIABLE WIDTH f//W - - _ \ D.B.12o5-3i,� /' / I ,/'�� - - - - - \\, `�_� \ �, I\ `\\\ \\ GRADING &UTILITY PLAN / I�U(Y.RB.XI-257/tHRU 262 / /' 30 0 30 60 90 SAN MH ---- /' T09 4-7640 _ / c Scale: 1"=30'C7 / , 460 460 455 455 450 450 445 445 rNEW 440_FY 440 N 435 435 N 3 430 Sj 430 0 425 3 425 Z 420GRADE 420 ool 12�-EPARATION 415 415 410 410 405 405 0 yy 400 16,E 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+5000 z STORM SEWER PROFILE A2-A8 C8 HORZ: 1"=30' VERT: 1"=10' 460 460 455 455 m 450 �, N 450 a a ' Z N 445 _ 445 m m�DE _ N M SSEPARATION / — 0� —t0 co N 440 r oMM oMM /� � 440 m o N — M Z H N / Z H N / 435 o ^ N \ ` / \ / \ M 435 J / / \ ` \ mllulN/ H N / 2 \AD / 430 o - o rn / _ / o s > > z 430 SHIMP 425 f a d / o o w 425 O N N N 1561 it 18 nu,- 420 - ��� 420 ENGINEERING2. / / > z LAND PLANNING - PROJECT MANAGEMENT / >_ TQi if 415 415 / 912 E. HIGH ST. 434.227.5140 O o_ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 410 410 405 405 N — L H� 0o 400 19- a0 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+5000 y- z a' u IN . Simms a 2 STORM SEWER PROFILE A2-C6 `° vZ1183 C8 HORZ: 1"=30' VERT: 1"=10' NAL ECG ea FINAL SITE DEVELOPMENT PLAN 450 450 450 450 45o a5o ALBEMARLE 445 445 445 445 BUSINESS CAMPUS. 3 445 445 BLOCK 5 4403 440 440i 440 3 440 aao ALBEMARLE COUNTY, VIRGINIA 435 435 435z 435 m o 0 o SUBMISSION: z 435 o M o 435 0 2020.10.05 [INITIAL SDP] 430 430 430 i 6 LF z HDPE 430 w 430 REVISION: 425 � N 2020.10.26 [PRELIMINARY ARB] 425 425 425 3.1 azs azs 2020.12.21 [FINAL ARB] 420 4zo azo 420 2021.03.22 [FINAL SDP] O 420 � N `� 420 a 415 415 415 415 S— O > Z qq 415 COMPACTED Ell I1 10+50 11+001s 410 410 410 410 FILE NO. PRDGTOR 405COMPAC7 FILL 405 405 aDS 5 STORM SEWER PROFILE C2-C2A 18.004 C8 HORZ: 1"=30' 400 10+00 0+50 11+00 +50400 400 10+00 10+50 11+00 11+50 12+00 12+50 13+Og00 VERT: 1"=10' STO RMWATE R PROFILES - BLOCKS 2-5 3 STORM SEWER PROFILE B2-B4 4 STORM SEWER PROFILE B3-B3E C8 HORZ: 1"=30' C8 HORZ: 1"=30' VERT: 1 "=10' VERT: 1 "=10' m N N w I� CNN Ol I� O �N HN z3d3�v�i N�Q _ �cp li m ON '+ �------_--� GRADE 3 I O _ N � i ----_— _ M O dQ � / ® 2.06% NN LQi O 11.68 LF 18" HDPE �� 00 O O 2 > > / O H Z / N Z '� W O / 1 z O N m m z z_ O N > — N N > 0 B � Sa J � _ w � WN � m N N g - o0 3 N Q ZW J H t0 O ZN H N / / \ / 0 M N M 4[J 4[JI� � Z N M > � — O N N >_ z B m N / O W O O Q N M O _ M M � N M J O N I id - NN Z HNW / aQ Z H N / 0 / a M M N N a? oHZ � v > > O O O N > — � n N Z 470 465 460 455 450 445 440 435 430 425 420 415 410 405 4 EX. GRADE 4 / / MIN. VER ----� NEW 4 ___ — — 4 M 01 M RTAR-LINED, 4 \ I M CLASS 52EDIPRIOR ZINC CO WATERLINE TED 4 4 ' 4 STANDARD 5 ..,, ° ° ° ° 107 LF 8 INTERIOR - ° ° ° "MORTgR-LINED• EXTERIOR CEMENT - ° o o °°° °°°° - CLASS 52 DIP WAT�R�NECOATED '°°00000°°°° — ° ° ° — � � 4 \ 4 -° ° GRADE HHUUIUH 4 PROCTOR- q E 4 4 16+00 10+50 11+00 11+50 1 WATER MAIN PROFILE C9 HORZ: 1"=30' VERT: 1 "=10' 460 1 455 a 450 � z W H 445 z 3 440 i E 435 w z 430 425 420 06 415 5 0 z 410 — 405 400 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 n 19+00 2A 3A N N oT ^ o N EW GRADE � � 15° ST 12 i / 156.71 N / / W o � L4 N � N a O N 144.45 L z - - —'-- m m o N a 3a F _— tea_ COVER VER ory°°°°°°°°°°°°° F 8" SDR-26 0 1.79% �� WZ z —--------3 _-- -- rnrn Ng /,--- "i+ / / _ NEW GRADE z�v�� z�rn _ --- _ - — — — — - oo 18" STORM, - COVER � 101.82 LF MIN. i \ 8" DIP 0 0.83% O °°°°°°°° O ° n - N a _________ �' ..� y �' v , °3 ��v-- iv �..-✓�<o NN z x NDARD PROCTOR _ A oo l00] \ v ANDARDJ\ ��' \ _ r ED FILL z �°°°° 110.26 L _ o N S" DIP 0 0.91% 163.86 LF 8" 5 ? o > — a957 z > z z z >COMPACTED FILL PROCTOR > AC z z DD D „+5D 2 SANITARYSEWER PROFILE 1A-7A C9 HORZ: 1"=30' VERT: 1 "=10' 0 o� 0 oN + Oa + +IfJ O a � N N 55 470 465 460 455 450 445 440 435 430 425 420 m 41 19+50 460 455 450 445 440 435 430 425 420 415 410 405 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+06DD �.. L c. 0q �5 qq83 O �� NAL ECG o rn Q W W 6 LJ N W ss » ss PVI ELEV. 459.82 36.O0VC 239.53SD YVI DIA. U+ZU.UU — PVI ELEV. 445.82 78.00VC 253.60SD 1191 PVI ELEV. 443.42 31.98VC 265.37SD i2.001( Val 2.QW LL tIm 0 n m rn rn o 70 65 60 55 50 45 40 35 30 25 20 15 10 OS 20+00 40.0. SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I3 5 FINAL SITE DEVELOPMENT PLAN ALBEMARLE 470 BUSINESS CAMPUS: 465 BLOCK 5 460 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 455 2020.10.05 [INITIAL SDP] 450 REVISION: 2020.10.26 [PRELIMINARY ARB] 445 2020.12.21 [FINAL ARB] 2021.03.22 [FINAL SDP] 440 435 430 FILE NO. 18.004 425 SANITARY, WATER & ROAD 420 PROFILES - BLOCK 2-5 1'+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 3 ROAD PROFILE C9 HORZ: 1"=30' C9 VERT: 1 "=10' +.0 +.0 +.0 0.0 ARC1 LED +0.0 0.0 o. 0.2 + . oa +0.1 Architectural Wall Luminaire 5 11 0 riin. +.0 +.0 0. +0.9 �0 + .6 +0.1 0.0 0.0 sae.rd,'.r�.,..wm«wpglamr•enkmnawe ehmmu. C- (i3 - Introduction + .0 +0.0 + . 0.6 .7 aJ5 0.0 +0.0 +0.0 +0.1 +0.0 + .0 + .0 + .0 + .0 _0.0 0.0 The Lithonia Lighting ARC LED wall -mounted luminaires provide both architectural styling and .5 Specifications se visually comfortable illumination while providing the high energy savings and low initial costs for Depth fort: es quick financial payback 0.0 0.0 0. .2 0 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 9 P Yb + + + + + + + + + t t t t t + + Depth(D2): 4.75ARC1 delivers up to 3,000 lumens with a soft, 5 Height: 5' w a nonfaixelated light source, creating a visually -3 @ 3 5- 5 Width: t t • comfortable environment. The compact size of 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 e _ 0. 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0. 0.0 0.0 0.0 0.0 Weight: 7Its ARC1, with its integrated emergency battery + + + + + + + + + + + + + + + + + + + + + + "+ + + (without options) loader, option, is ideal for over -the -door -43.5' applications. � +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 + +. 0.4 '64.5 0.8 +. +0.1 +0.1 +0.1 0.0 0.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 0.0 +0.1 +.1 +.0 +.0 +.0 +.0 + -5@3 . 0.5 0.5 . • e • - +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + . .1 .0 se+ . +1.7 +0.2 +0.1 +0.1 +.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + .0 +OA ,--+�.0 00 +0.1 +0.1 +0.1 +0.1 0. +0.0 +0.0 + 6 @ 3. - .5 e + .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + .0 + 1 1. 2.9 .54 +0.2 +- +.0 +- +- +- +- + . +0.0 0.0 0.0 + .0 +0.1 +0.1 +0.2 +0.1 +0.1 0.0 +0.0 +( 7@3 .5 • EXAMPLE: ARC1 LED P2 40K Ii PE DDBXD +.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +.0 +.0 +0. +0.1 + . +0. .2 0 + 0.7 +1.2 0.1 0.0 F + . +0. +0. + 0 + 0 + . +0.1 +0.2 +0.2 +0.3 +0.2 +0.1 +0. +0.0 +( 8@•. e �\ MU33 n lXIrrmm Ell 3000K MM f4rdl Fmegakybmrybtbrp, Q(mmpllaNl4W,P(mn)' OM Darkbmnm 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 2 2. 4 .1 .0 0.0 0.0 0.0 0.1 +0.1 +0.1 +0.2 +0.3 +0.4 +0.4 +0.4 +0.2 .1 +0.0 ( n 20WLumas AOK 40001( 341' vE bnanrypepbao�lfarausk-m-manupeneon OnxO &'ark + + + + + + + + + + + + + + + + + + + + + / + + + + + + + + + + + + 1 IS 3,(IRILumess 6e SOOOK DW 0-1111idPom ijerespulkdoutikfirms(brusi DNA%D Nairalaluminum LJ a ummusmiNol,arhretlsepraei DOE White SPoey 6Wsuppetai D590 Sandsmne 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 4 0.2 0.1 0.0 0.0 0.1 01 .3 .5 0. 0.1 0.0 0.0 0.0 01 01 03 0.5 04 06 07 07 85 01 FAD ReBadIa IcINNadpthade. DDBM Tmselilekbi + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Allsia Ini:Va4lasaltmmtrotlgdesyedlgMkvels, paBMD Teawme bled A IMDD Tolumdnarunlaluminum 0.5 OWH6)0 Toaadwhit 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 5 2 1 2 1 0.5 0.1 0.0 0.0 0.0 0.1 0.2 .8 2.6 1.5 0.3 0.1 0.0 0.0 0.0 0.1 0. 1.1 2.7 1.2 1.1 1.3 1.2 0. 0.1 0.1 ( DSSTKD Tousidsvilmra + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .5 _ 5 .5 5 .5 Accessories HO1- 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 0.4 2.3° .4 - - 0.1- 1 0.0 - 0.0 - A --0'0- - 0 1° - - - .7 .4 0.2 0.1 0.0 0.0 0.0 0.1 0. 1 0 3.4 1 1 1 7 2.3 2. 0 1 0 +0.1 +0.1 ( "•^^>wre� 1 vavaessepl eeha4wa. + + + + + + + + + + + + + + __° - - -+- +' , +- �- + + + + + + + + + + + + + + + 99M•,aOU are•,•atlml• 2 eAOmaane llabl•wMpMG. Pri Name I Pdd Number: Type: BOLLARDS - 15W LED ILP OUTDOOR LIGHTING 407-478-3759 www.ilp-inc.com • Flat Top or Dome Top design with aluminum cone reflector • 42• edmded aluminum housing with flush mounting base and vaMal-resistaMscrews, opaonal cot down i • Powder coat finish over a chromate conversion mating, available In black or bronze • Custom color options available' • Stainless Steel housing available for Domed Top only (SS) • Internal ballast tray for easy maintenance • Clear Polycarbonate Lem • Multiple beam spread options: floc, 180c & 270c • an anchor bolts (stdi optional 4•, 12" & 15' • 120-277V universal Voltage • 5 year Warranty • ETL Listed for Wet Locations 'Donbct facbry for prici ng a6- .�Rp • Walkways • Parking Lob • Boardwalks 9 SYSTEMS INFO Calculated 1-7, 1 BLFT >501< BLDT >50K Delivered Lumens 1,4021m 1,221 Im Total Input Watts 17 W low W minalre Eaoacy Rating (LER) 83 Ini 74 Imi Correlated Color Temperature (CCr) 4000K 40DOK Color Rendering Index (CRP >80 >80 Ambient Temperature Range 110•F 1107 Universal Driver 120-277V 120-T77V LBD$pram rate eras based, BLFT-1 m 11rmA0001(Aelan-tBYAFD4aN4110pL US) Wren neassa nos asllrmes bwd onTM-2I passive brut lint soul, 4250 orl REPLACES 320W MH pmgnm ❑BEET Fla, Top Bollard ❑15WLED ❑DNIV 120-27N Driver ❑4000K ❑RPL Replacement Polycarbonale Lena A-$ 1 A-$ 6 10• 1 A-4@10' ❑ BLDT Dome Top Bollard ❑A84 Bracket g Three (3) 4- Anchor Botts ❑ BLDT Dom Top sound SS ❑AB12 Bracket S Three(3) 12-Anchor Bat 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 .3 1.1 0. 0.2 0.1 ( ❑AB75 Bracket$ Th,e(3) 15• Anahor sake + + + + + + + + + + + + + }� + } } } + ❑ 901 9V Beam Spread ❑ 180138 180- Beam Spread ❑270BS 270-Deamapreed .5 +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 Li 4. 7.2 +4.3 +1.1 +0.2 0.1 +C 4 '. LffJWJl COAMERCN OUTDDOR Otte Utins Wq •Cop G•o gs 30012 • P wn•:1-0Dp 0i$ER p3 a • cow-INrads cam L14GI477AOAW 00)20 rkysads uprw9, Ina Al rights seemed +.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 .0 +0.0 +0.0 3. +7.9 +4.3 +1.1 +0.2 +0.1 +C 0.5 +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 5. +8.5 +4.2 +1.1 0. +0.2 +0.1 +( B-5 @ 20- +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 4.2 +7.8 +4.3 +1.1 0. +0.2 +0.1 +C 00 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 01.4.2 +8.0 4.3 1.2 .2 0.1 ++++' +C +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 .0 +0.1 +0.1 +0.2 +0.2 +4.6 3.6 +1.1 + +0.2 +0.1 +C 5 +0.0 +.0 +0.0 +0.0 +0.0 +0.0 +0. +0. +0.1 +0.1 +0.2 +0.3 +0.4 .3 +1.1 11 +0. +0.1 +0.1 +C + 0.0 + + } 0.0 0.1 } 0.1 } } } } A-1 10' A-2 10' A-3 10' 0.1 0.1 0.1 0.1 0.3 .3 0.6 1.0 1. 1.5 I � } } } 0.0 0.0 0.1 0.1 0.2 0.3 0. 0. 38 3 + + + + + + 5 + + + + + + + + + + + + + + + + + + + + + + + + B-1 l 20• B-2 0 20• B-3 @ 201 B-4 @ 20• +.0 +0.1 +0.3 +0. +3. +6.0 8.18 +8.3 +8.6 .4 +5.2 +5.0 +6.8 9.0 9.4 10.8 .6 9.8 10.5 + .5 .9 + .6 + 8 + 8 +9. +8. 8. 7.8 +4.6 .7 + ARC1 IID gse GI V rm Lumark Prevail / Prevail XL Discrete LED Area / Site Luminaire Typical APplieeNons outdoor- Parking Lots • Walkways • Roadways- Building Areas +0.4 0.2 +C �Interactive Menu Product Certification,�s „ •Ordering Information paean 0 @ a I1 � • Mounting Details ,coca Lln, IC • Optical Configurations Psi 55 +0.3 +C • Product Specificationspa9e4 • Energy and Performance Data page. Product Features • Control Optionsinei5 Ach ISN A +0.0 +0. +0.1 + + .6 1.0 2.8 3.9 +4.0 + .1 + .3 +4. +4. +4. +5. +5.3 +5.9 +7.0 +7.0 +6.1 +5.5 +5.3 +5.4 +5.3 +5.0 5.2 5.3 4.9 .7 +4.6 +3.6 +2.3 +1. +0.8 +0.3 +C .- _ r +0.0 +.0 +0. +0.1 +0.2 +0.3 0.5 +0.7 +0.9 +1.1 +0.9 +1.1 +1.2 +1.3 +1.5 +1.6 +2.0 +z.0 +1.8 +1.8 +1.8 +2.0 +2.1 +2.2 +2.2 +2.1 +2.1 +1.9 +z.1 +z.0 +2.3 +2.0 +1.9 +1.6 +1.4 +1.4 +1. +1.3 +1.2 +1. +0.7 5}0.4 + 5 +0.0 +0.0 +0.0 0 +0.1 +0.2 +0.2 +0.2 +0.3 + . + . .5 +0.5 +0.6 +0.6 +0.6 +0.6 +0.6 +0.7 +0.8 +0.8 +0.8 +0.7 +0.7 +0.8 +0.8 +0.8 +0.9 +0.8 +0.7 +0.7 +0.6 +0.7 +0.7 +0.6 +0.6 +q.5 +0.3 +0.3 +0.2 +0. +0.2 +0.1 +C 5 +0.0 +0.0 +0.0 + .O + . + . + . .2 +0.2 +0.3 +0.3 +0.3 0.3 0.3 0.3 +0.3 0.3 0.4 0.4 +0.4?�-� 0.3 +0.3 0. 0.3 0.3 0.3 .3 +0.3 0. +0.2 +0.2 +0.2 +0.1 +0.1 0.+0.0 0.0 +0.0 0.0 +0.0 0.0 +0 +01 +01 00. +0.1 +0.16rZ3 +0.1 +0.1 + . +0. +0.2 +0.2 + . +0. +0.2 +0.2 + . +0.2 +0.2 +0. +0. +0.2 .2 .1 +0.1 .1 .1 +0. + + + + + .0 C +0.0 +0.0 + . + + + + + + + + + + ' + --+ + + + + + --' + + + + + --- + + + - + + + +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +.0 +.0 +( 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 COOPER PREVAIL AREA AND LIGHTING ROADWAY LUMINAIRE SOLUTIONS - PRV-C40-D-UNV-T2- (2) 70 CRI, 3000K LEDS PRV-C40-D-UNV-T2- ❑ B 5 LUMARK BZ-7030 AND TYPE II OPTICS, 2 BZ-7030.ies 131.0 1.00 (FORMERLY BRONZE PAINTED EATON) FINISH Black aluminum housing, O C 8 Industrial Lighting BLDT-15WLED-UNI specular reflector, clear 88 White LED's BLDT-15WLED-UNI 16.5 1.00 Products V-4000K plastic enclosure V-4000K.ies Lighting Notes: 1. Pole mounted fixtures shall be mounted at a height of 20' from the finished grade which includes the pole base. 2. Building mounted fixtures shall be mounted at a height of 10'. 3. Pedestrian walkway fixtures shall be mounted at a height of 35. QuIck Facts • Direct -mounted discrete light engine for improved optical uniformity and visual comfort • Lumen packages range from 7,500- 41,000 nominal lumens (SOW - 30OW) • Replaces 70W up to 1,000W HID equivalents • Efficacies up to 148 lumens per watt • Standard universal quick mount arm with universal drill pattern Dimensional Details 1� I 1+1r rani 1alsnepsAmM ss,v16'Idnmmi------------J -I ire imIlI n-77n1454rrit7 asAre•0opbmr4 (Q CLOOPER team, pi Npuat Lk Mn9:570M SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM L c. INqo. 5 83 ATAT V�GJ FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARB] 2021.03.22 [FINAL SDP] 11111011101161 LIGHTING PLAN � 30 0 30 60 90 Scale: 1' =30' C10 / / / I ✓ / / ///// ///// // / // //�v/�/ �� vv�vv�v�vvv V A Av vv/�/ v vvvv vvv v A A v v � /v)`Av'�Ilvvv�vvv v vvv v V A v / / UPC o / / A4 ----- I I I I / 450— /I / / — / \ I / -- 430 / /vv/ / v 4 CTS ��vvv�I R \ / / p 9 AN MH \ - - — — — OP=428.64 I / _ - - ----- CLASS_®-GYP -2-STO L DUST x _ _ 450 �WALKNG PATH (AMENITY) i' 2,006SF _ _ �- �� �/ v X C i ( \X v v v v v (TYP.) _ - �� - — — — 440--- --vx vvx/vv w vvv vvvly v v vvvv vvv A D - - �- / / / > \� \ — / ' JC �' \\ \ \\ \ ON T \ \ �v� v v I \ I � 30 AS �vvBE� vv i9tF vv v� vv vvv Gvy� �I D v I ,ix vvvoff /' v\v �v v v \ �i \ \\ \ \ \\ — �I v II II II IIII I� }� �� STAIR B i \ n\ OJ } — ELv�oRT J J \\ \� \ \ Pa / / //— — — — — — — ' / \ \u�i I I _ / / —� n � ICEN I / — \\ \ / \ / / / -- _ I \ \ \ — -- --- — — F- 1 / I I / — _ — -- J ---- I I \\ \\ �I �8& I \ — --- -- / -- \-- \ 1 — / / 0 +�ZE�TAIL '-- \ — �. \� \ Pa \ \ \ \ \ \ — �S 26;(a87 RETAIL RETAIL �TENAN� — TENANT I — \ 1 \ �� / / 1 1 \ \ \ I I I / I / \ \ _ Yk \ � z,zsa SF � oaJ SF_ — N \ \ L - FFE #4 3.i- Z — \ OFF 4.00 FFE 4$4.00 \ \ -• \ . I \ "� \ \ / '' '� \ \ } \ L _ \ �FE/�2 454.00� \ F� \ \ �� �� �� �� \ FFE 3�464.67 F N A. HEIGiTA; 43' ISO \FFI 7 �s \ Fpc \ \ I - / ' s , I O - - _- �� OX WATERLINSHIMP E 11 I I II 1 1 1 `� I " IMP, YP.) v\\ \• .-. \' \- \.\. .\. -\ w —_\w \\w\\w-/ ..//.w J -w= 1N '� .Iw —w T S w _ I _v.I9 / —w —w vw —w w —L w —w —w w�w w —w 2x8 w w w —w L U H B B \J' _ £ ENGINEERING L ua U _ =// B4 UB LAND PLANNING PROJECT MANAGEMENT 5 ST0: / / 912 E. HIGH ST 434 227 5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 150 \ \ \ 1�/ \\ \ B3D B3E I — — — — — — — — — — \ �\ — — — — — — 121 I v --- Isi I >0 O \ — — � , I L c. o.05183 ----------- — 43 NAL O LU / �\ FINAL SITE DEVELOPMENT PLAN - - - ALBEMARLE --___ _-____ BUSINESS CAMPUS: BLOCK 5 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 American Elm 0 Large Deciduous Tree Ulmus americans (Princeton, 2.5" 16 25 397 6352 Washington) Large Deciduous Tree Platanus x Acerifolia London Plonetree 2.5" 4 28.5 368 1472 Sj Medium Deciduous Tree Sophora japonica 'Regent" "Regent" 2.5" 13 28 22 286 Scholartree ® Semi -Evergreen Shrub Jasminum nudiflorum Winter Jasmine 24" Ht. 16 4 10 OSemi -Evergreen Shrub Viburnum utile "Conoy' "Conoy Viburnum" 24" Ht. 3 4 18 TOTAL SF: 8110 *Not included in the total canopy calculations as total height in 10 years is < 5'. LANDSCAPING REQUIRED: / r _ _ _ - \G I 1 I \ \ \ \\ / — — — 420 45 pJg= — — a NECTS %\ \ BLOCK 5 To XISTING 1 1 \ SITE REQUIREMENT (SEC. 32.7.9.8): 10% CANOPY REQUIRED. \ _ ; - ; ; L - - - - \ /\ \ \�' \ \ '- �- - - - - - - - _ - I I STO M_PIE 1 \ SITE AREA, BLOCK 5: 1.79 AC (78,054 SF) \ - \ 78,054 SF x 10% = 7,805 SF _ \ \ �,, �' --- III I / Z �, 11 ,1 ALBEMARLE COUNTY, VIRGINIA CANOPY REQUIRED: 7,805 SF ` A�MEN�'� �. `- \ / / Jl /%_ /� I I / U)-I 1 11 CANOPY PROVIDED: 8,110 SF \ \ \ -,` g4p \ _\= \ = / \�/ ,\.ORM_� 1 I I .I I SAD 1 `I I SUBMISSION: INTERIOR ROAD TREES: LARGE SHADE TREES (2.5" CAL.) - 40' O.C. 1 - - _ - - _ �`_- _ / / ` \ \\\ / -36� - \ If I I I / cn D 111 I 2OZO.10.05 [INITIAL SDP] \ _ �_ \ \ _ \ _ o a�O 7 PARALLEL TO ROAD (340 LF) 1 \ _ - _ _ \ \ _ \ - _ \ _ _ �- - �` J I I / I I I o ml m O REQUIRED: (340/40) = 9 LARGE SHADE TREES ON EACH I \ - _ _ _� \ \ 8� \ �P 'L \ \ _ I 1 / I oo r'1 I I REVISION: SIDE, E LARGE SHADE TREES TOTAL / 1 \ \ \ _ 36 _ \ 420. J I l I I w I II I I 2020.10.26 PRELIMINARY ARB PROVIDED: 18 LARGE SHADE TREES // / / 4 Qo \- - - \ _ \ _ _ _ _ _ - _ 3 // I / _u D /,r/ I [ ] PARKING LOT TREES: LARGE SHADE TREES (2.5" CAL.) - 40' O.C. + O -•�� / o 2020.12.21 [FINAL ARB] AROUND PERIMETER OF PARKING LOT- / i ONNEcrs \ — — — _ _ \ x _ _ — — — — — —� / / 2021.03.22 [FINAL SDP] PROVIDED: 4 LARGE SHADE TREES / To EXISTING -430 INTERIOR PEDESTRIAN WALKWAYS: MEDIUM SHADE TREES (2.5" CAL.) - / SEWER / / \\ \ \ \� \ _ _ , \ \ 25' O.C. PARALLEL TO WALKWAY /' ' \ \ - - _ _ _ _ _ _ / PROVIDED: 12 MEDIUM SHADE TREES \ NOTES: / / / /' 1 \ —440- _ II 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. / , \ FILE NO. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. / \ \ 18.004 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. / /' ,/ o eF,� \ �\ 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. i 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. 30 0 30 60 90 6. Landscaping plants and trees adjacent to the sight distance triangle shall be maintained in area between 2 & 7 feet above ground as a C 11 clear zone to preserve sight lines and accommodate pedestrians. 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. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. nd PLANTING PIT. PREPARED SOIL FOR SHRUBS SOIL SURFACE ROUGHENED TO BIND NEW SOIL SHRUB PLANTING DETAIL C12 Not To Scale GENERAL NOTES SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. 1 ARBOR TIES, OR SIM 1-1/2" SQ. OAK ST, SET 180 DEGREES FINISHED GRADE APPLY 2" OF WOOD WATER THOROUGHLY SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1"ABOVE 4" COMPACTED EAR FINISHED GRADE WATERING BERM EXISTING GRADE REMOVE BURLAP FROM TOP 113 OF ROOTBALL 3" TALL WATERING BERM PLANTING PIT. SEE REQUIREMENTS, PLAI SOIL AMENDMENTS. FINISHED GRADE t THE CETECTIHIE WMIM SXKL BE PROVIDED BY TRUNCATED D]NES. 2. DETECTABLE WARNING TO ff CLASS A-3 COWIREM (CLASS A-4 F RECAST WITH SLIP RESISTANT NTEGRK SURFACE COVERING TIE FULL WIDTH OF THE RN,P FLOOR BY 2 FOOT N LENGTH N THE DIRECTION CE PECESTRNI TRAVEL OTHER TYPES OF NAIEPok WITH THE TRUNCATED COMES DETECTABLE WARNING NAY BE USED WIN THE APPROVK OF THE EMNEER. TYPE A 3, STOOD MES OF CURB RAMP GOY BE POURED MONOLITNII WITH RAP PERPENDICULAR FLOOR OR BY RANG PERMISSIBLE CONSTRUCTION ,MINT WITH REQUIRED MS. 4. IF RAW FLOOR IS RSCAST. HOLES MUST BE PROMISED FOR DOWEL ETAS SO TINT ABJCNNNG FLARED SIDES CM BE CAST N RACE AIER PLACEMENT OF PRECAST RNP FLOM. RECAST CONCRETE SHALL BE CLASS A-4. M, 5. REWIRED ME ME TO BE NO.5 X E" PLACED YCENTER TO CENTER NCNG ry.A M0 PoTH SIDES M T RASP FLWR, NO-CEPTH OF RAMP FLOM. MIN" CONCRf7E COVERT/t' ��� R'T R. CINI / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CUB RAPS ME INCLUDED N PAYMENT FOR CUM / COB AND GUTTER. TYPE B 7. CUM RAPS ME TO BE LOCATED M SHOWN ON THE PLANS OR M DIRECTED PARALLEL BY THE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WEREVER M ALQ ME ROUTE WITHIN REGARDLESS CKMOR THE WHIT OF WAY OF A HIGHWAY F/LIITY IS MOEYJSTEMB AS SHOWN MUST ON RAPS OR BE LOCATEDRWITHIN PEDESTRIAN CRI OAWNI3 M DIRECTED TIE ENOW R, AN LOCATED HIHYMARTS S$B,Y P(IND INI RUC. MMCESSIBLE RIRWTES PROVD�A NR NJCUS MO y""-M UKESTRUGM0 STABLE, FIRM AND SLIP RESISTANT PATH GO ECTNG AL ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE MPMACHED. ENTERED m -{ 19,1 AND USED BY PECESTWMS 5e .�. B. RAPS WAY BE RACED ON WDMA OR TANGENTIAL SECTIONS PROVIDED TMT THE WIRE GROUND 6 PLACED WTTXN THE LINTS OF ME CROSSNAK NB 2'LW AT* T' RICHER'AN RNi THE SLOPE AT TIE CONNECTION M THE WRB OPENING 6 KRPENDICU TO THE Ct,M. EDGE Lf PAVEMENT AT.W.%.SIDE AS TM OFWRB 9. C NCREOE 510 AN IS C' CN. IREy,T,I,E�ENTR RMICMNOT TYPE C "DRDEQFTERTITED sT Mo ccu-1Ra.cto�lA""EiR`rR'i}cicEtXYvrTN PARALLEL BI PERPENDICULAR 1NUCK 1RAFICI FM C E CEPRL O. TWIEN HE CURB MOTHNMESHUUSED BE I THE T IOTN WF SUS 1 SHARED ED USEN PATH, tW'-2.v TRWG.TEB DOE co 0 0 00 0000000 ............... 4 000000000000000 y 00 o 0000000 c 000 •000000000000000 BON -IS, g O D IC 0000000 0000 00000000 Ooa 0000 4' MMINMAI. TM _PAY MW& TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL CG-12 DETECTABLE WARNING SURFACE REYT GENERAL NOTES YDiM VRGNIA DEPARTMENT M TRANSPORTATION 3 )CG-12 GENERAL NOTES C12 Not To Scale s BOOM B•• LONG A � EM59HE AT Ir' Gt �1RIICMIN vw. 1YT MUST £ $i Y� i MM B� r �_B MEETA MIE) A SSHEEETT 110FE EE 4 FOR DETAILS 5'-0- MIN SNIPE TO YATLH FILE OF RDMWAY LUFB s n M DMs 20 •1 4B . z'w.—I SECTION A -A MCEDCHSIUNICWE 51 SECTION B-B NOTES FOR GENAA MOM ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 LF A TYPE B PARALLEL APPLICATION ROAOWAY DRIVE N FFRCFAT YINW RMP LENGTH N MET 4••cuBe B^ a4B G 8 1 S 2 s B 3 5 9 4 B 1x 5 O IS G 14 I5 6 N O t y a CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE S LYTEDRTO LENGTH 5MFEE . RE ENDLESS OR� SLOPE. 0[BDNRN "T"DI CG-12 DETECTABLE WARNING SURFACE y�yz TYPE B (PARALLEL) APPLICATION 1E1. 7/05 MONA DEPARTMENT M TRMWONJATIO •u�nn 5�CG-12 DETECTABLE WARNING TYPE B C12)Not To Scale REMOVE BURLAP & 1/3 OF ROOT BALL UNDISTURBED SOIL 2 TREE PLANTING DETAIL C12 Not To Scale A—w-1 I PESSBIE COHST. 5'450-W-_— I AEJMES SEESWEETT I F 4 FOR DETAILS TANGENT PLAN SOD. CG-2 2,-y„ B/CN GF x0 =1 ., . SECTION A -A NODE: FOR GENWA NOTES M THE LEIICTARE WMwG SURFACE. SEE WET 1OF 4. PARALLEL APPLICATION TYPE C Ix PERPENDICULAR RDADWAY WARE IN PERCENT NUMR. LENGTH IH FEET 4• q 9 B^ CURB o x 4 I Y 6 Y ] S 3 ] S 4 4 s 1 ] O 15 8 IS 16 � l Inca CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SEEECTw M CURB TYPE CONFIGURATION M D THE CONFIGURATION THE UMY STRP MAY VARY TO MEET EXISTING FIELD CWDTIDM AND ROADWAY GEOYETPICS FHGVONG THE DMMMAND XS SLOPES ME K NOTED. T: 1• Rs1A 4� s x ?' M� AT .W..2" H91ER THAN \` m*E* s'AiE Aws RTM a WRe THIS COMBINED (PARALLEL L PEEULAID SEEM FOR AOSM TERATICBE USED WITH AVOIDS BUFFER STA. !LANDING AT NOTION OF FIND SLOPING SEES WITH BO" X W" YIN, O06DN5. THE SHORT PERPENISDAM RUN TO ME STREET CM BE PROTECTED BY A LANDSCAPED SETBACK M CONNECTED TO THE 9"" WITH A WMN:I SURFACE. NOTE' THE TE0.FEO LENGTH OF A PMALEL MIN UNITED r0 N FEET. REGARDLESS OF TIE SLOPE. SHEET 4 OF 4 CG-12 DETECTABLE WARNING SURFACE ' REV. 7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION of Yp]p7 VIRGIrvIA DEPARTMENT OF TRMI a CG-12 DETECTABLE WARNING TYPE C C12)Not To Scale 13 1 W Al —ST ET MPROMn SAME slgFAr:rx O/D114 TO BE AS 1 C &MUNI GENERAL NOTES AS ROADWAY ISM NOTE ]) 9WWN M PLANS) � L WHEN USED M CMSNCTION WITH ETANo - CC — — — — — _ — � _ i1 —, IRNGUS To SIRE M SHOWN ON RIDS) M Cc ], THE q.Re FACE an THIS srNDAGO rs r0 K AD,WTED TO MATCH TIE M]IMr18E COB / CO-2 M CC-R L COHFDOATIM. 2 SEE STADMO CO-I2 FOR CUM RAMP DESIGN TO BE SM." U30 WIM MI5 STANDARD. _ _ _ _ _ ISM SI NOTE N CPTCNA SW ARM SPINE FLOW LK 3 HAWK PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LANE REXCII MIRY }ACRABE STAWLUTATDN M ----fir EXPMSB MAMMON REQUIREDFORPAVEMENT MINION CM BE `MI 4, RMML LURE M COYBNATM CURB AND GOTTEN NJtE=WORN Y' 2'-0" OR M W YANK ROADWAY SHALL NOT BE CONSTRICTED BEYONDTHE R/W UK EXCEPT FM RER/fAENT RMPOSES. SHOWN ON TY A. SECTION A PLAN VIEW ENTRANCE NOTES 5. WREN ME ENTRANT MAIN CANNOT ACCAYMMATE THE YAHLIIE "I 4TH£ TURNING REWRELENTS OF ANTICIPATED HEAVY TRUCX TRAFFIC, THE DEPTH FOR SIDEWALK L CUB RAPS W PMMOLC COVE (ENTRANCE ONLY) WHIM THE LRAT OF THE RATISHOI BE INCREASED TO R TOM CG-UI ME M PLOW U M MTONA FLOW LINE WS YM. 0 yLOPE C11IM)C — — 0 ® — S. PLANS ME TO INDICATE WHEN CONSTRMTM OF A FLOW YIMLWP ROMNAY IgE ---- --�� — — — — — NONE ]I THE NTRR REQUIRED TO PROVIDE POSTNM E IMIDE ACROSS WS NM, — —_ _ 0 SLOPE CHANGE ® 7. TK DESMARE ION MAXIMUM ENTRANCE GRACE MAKES q- ARE LISTED M THE ALLOW.VLE ENTRANCE GRADE T TABLE. THEM VKKs ARE NOT APPLICABLE TO STREET CONNECTIONS. 5 cOR COUROAL EATHANCE INTERSECTION NOTES y. WHEN CG-116 USED FM STREET CORRECT THE ® COSIRUCT GRADE LH/MISS TATX A PMMNLK gMVE. CONNECTION MKT SHE DESIGNED N MCMBIAL{ WITH MWTO POLICY YO TK MPLOASLE INCO MEMENTB M THE MY ROw RESIGNWNVIL, MRwrO STEPPING SECTION A - A SONY DISTANCE AD X vAL1E REOIMNFM:NTs. 9, MTONIL FLOWLK MAY KOURE WMPK M A -IT PORTION TOF WT1RS TO PROVIDE POSITIVE ORIMA% i ACROSS DMERSECTM. ALLOWABLE ENTRANCE GRADE CHANGES CLASS M.ES.) N1 — — CMCKTE ,0Z�T SECTION C-C ENTPMICE VOLUME'D AM TANGE DESIRABLE MMINUM NRM MIME INM 1wB wp1 DX aX KDUM 1 DOE. 00 vPo .3 x 6 z LOW LEA TNW SDO VPo SEX Sx NOTES ALLOWABLE ENTRANCE MADE rMLE 6 HOT APPLCMLL TO STREET CO NIMMINS SPECTCATM �T N FERENOE I METHOD OF TREATMENT ROM AN BPoDGE STEOs -2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REv6M w,rE SHEETT I OF I VgQNA CEPMTAEM M LRA6PMTATM p].p4 6-VD0T: METHOD OF TREATMENT C12 Not To Scale CD 0 0 I 475 470 465 460 455 45550 41D+00 10+50 11+00 11 +50 12+00 12+50 s )SIGHT DISTANCE PROFILE — ROAD A & OLD LYNCHBURG RD C12 Scale: Horiz. 1"=30' Vert. 1"=10' 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR #4 00000000000000000 BARS AT 12" O.C. 4" COMPACTED VDOT #21A COMPACTED SUBGRADE MIN. CBR=6.0 —� TO BE FIELD VERIFIED / 1DUMPSTER PAD DETAIL C12) Not To Scale 4' 6" ���� 4' 6-- 6" Wooden Fence Board T F74 4' x 4' Steel Columns for Gates IN 4' 6" x 6' 6" Treated Wooden 71011 Gate finish to match buildings 2" x 4" Rail (typ) Concrete Pad DUMPSTER PAD ENCLOSURE s )DUMPSTER PAD DETAILS C12 Not To Scale 16 375 375 1S 2 RESERVED 2D PARKING- 2a 4" 6 3.575 3.875 35M t 75 I ««« s 012 R7$ NO PARKING R7.40 PENALTY $100 - $500 FINE TOW -AWAY ZONE (To be mounted below accessibility parking sign) 10 )HANDICAP PARKING SIGN DETAILS C12 Not To Scale 475 470 465 460 455 450 45 13+00 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I3 L c. q2( /w4J 1trAi V�GJ FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARB] 2021.03.22 [FINAL SDP] 19111111011101161 LANDSCAPE & SITE DETAILS C12 36"MIN 24' 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) IN THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE HALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG. S-3 ACSA: SEWER PIPE INSTALLATION (TYP.) NOT TO SCALE Face of Curb Invert Line sin Rtft3in t8in Rtft>, • H 66 - - V BuIlders Option: Area may be Concrete Bottom of curb may follow slopdel / subbase provided a mmimum ttttll�� �_ of 7 inches is maintained. Lr I ftam 2ft0in Rolltop Curb 2 )VDOT: CG-7 (ROLL TOP CURB C13 fiNOT TO SCALE CG-BB C� WIDTOF WIDTHOF ENT..0 E.STN ON PR 0M) EFPMSbH JDM _ OR kX SPACE ypR ee L f p 1 S F z EXP/kSgH JOINT IN V O EHBE IRMAREP N� O FLOW LANE ExPAKIOH Alxr ...CC NATH EN16 IE �u A'ANDOLL'LTT, NiMNYAN D EDGE OF PAVENEM GORMCE LIMrtS Cf rt0. A WIiS OE PFO. KCESS ROUTE ® KCESS ROUTE U E I veCE 'PUN-1MVERS/HLC' UWAVEO SPARE PEDESTRIAN ACCESS ROUTE DETAIL ADDITION RbXi-LF-WAY 6 RF REO IF rlE LINIi4 Or PEDE-4 KLESB ROUTE EXTEND BEYRtl 1'-0' � EMSTHI ON MOKEED VDOT T-OF MAY. e ® PECESIRNN KLNIS ROUTE$ PROVIDE A CONTIxHO°SA INCESTRIILTEO, STARE. FIRM ART SLP RES.TJN1 4e Pe4eY e'a PATH CONNECTING kL .KCESSIRE EI£MEHTS OF A FA.GLITY THAT CAN BE APFROACHED.FNTERED AND SEO By PEOEST9µS IF ACCESS ROJTE i4 AD ENT TO BAD1 OF HIM, HIMMA WIDTH SHOULD BE a. SECTION F-F W IF PEDEY.ESTRIAN KLES. ROUTES III ME SONG WIDTH IS DECLINED WIT. A Wi.2X CROSSEACPE. C HALF PLAN WHEN US IN CON.ONInON WITH STAOMS CG9 OR . THE WRS FACE ON THE, STMONq 6 1D R ADJUSTED TO MATCH THE MLVNT/dLE CURB COMpFATION. ' qe 68-oggeb PARABOO° SECTION E-E A wkK SPPLE CRAVE xDRNw currPR ® M. .n.ne 'be' =ygg4'444 b4 #OY TO ICY CHANGE e4L •eS i''^ ^e"Ab%VSI�455•. PASS N 11H.E.S.I MAC, 6" KCP. BASE TYPE I 9YE 2E p s•-P•. ®POW 1zz uAx.smHE v-G'. OF TRADE cxAWE .>.... .e. FAR CMS MO OOIIER ONLY ! Se bd4o9g�b F R ITTER I a i 1R Y MANMUM #CREASE IN SLOPE AT NNINW q' NTERVkS BIRLT °CWUNRExnY SECTION D-D SECTION C-C i i F 3 2 MAXIMUM DECREASE IN SLOPE FOR FIRST p'NTERVk N 'IMERVks B 2 MAXIMUM DOOBEZ FOR WCCEEDINO MHWXI UM SPECIFICATION HOOT EE R,CE STANDARD ENTRANCE GUTTER M .DUBR ROD ACE OS G2 (FOR USE WITH UNPAVED SPACE BETWEEN CURB B SIDEWALK) REWs01, DATE SHEET I OF I VIRGINIA CfPARTNEM OF TRAYSPORTATIOM 01/q 203.02 VDOT: CG-9 DRIVEWAY APRON NUI IU SCALE S•1 < NOTES B w OF MANHOLE AND INLET INVERTS IN ACCORDANCE MOM THIS ORAMNT S TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVENT OF PIPE IS ABOVE INVERT OF STRUCTURE. t MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS M OR MASS CO. EXCEPT THAT 25W OF COMM AGGREGATE MAY BE LP TO 4• IN DIAMETER AND CONSIST OF STORE, BROKEN MCK, WOKEN CONCRETE OR BROKEN CONCRETE BLOCK. TINE 911FACE SHALL BE LEFT SMOOTH BY LEANS OF HAND TROWELLING. MOVE W THE COURSE AGGREGATE SHALL REMAIN EXPOSED SLOPE TO DRAIN TO INVERT SECTION A -A OF OUTLET PIPE METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET FIFE DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR E%MILE - [ • • : I PURPOSES ONLY. EMI "TIME OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LIKES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES XV00T STANDARD METHOD OF SHAPING SREREFERENCEREINC ROAD AND BRIDGE STANDARDS MEET I OF 1 REVISION DATE MANHOLE & INLET INVERTS Joz 106.08 NRCJEA DEPARTMENT OF TRANSPORTATION VDOT: STD. METHOD OF SHAPING (j:)MANHOLE & INLET INVERTS NOT TO SCALE DII 7A 7B DETAILS OF CONCRETE COVER AND GRATE [3-8 DETAILS OF GUTTER AND 2" DW. % BI BEER F D.68 LR 0 7.. oR HIFT., eILW W5. BAR W z65 NOTES METHOD OF PLACEMENT LBS./FT., <ASTN A6B, MADE 60. 1. GRATE A S TO SE UTILIZED IN -GRATE A LOCATIONS NOT NORMALLY NOTES / SUBJECT TO TRAFFIC. 2. GRATE B IS TO BE III IN 1. DI-7 NO GUTTERS. LOCATIONS NORMALLY DI-7A NO GUTTER IN ONE DIRECTION. SUBJECT TO TRAFFIC DI-7B GUTTER IN BOTH DIRECTIONS. CONCRETE A 2. JOINTS BETWEEN GUTTERS AND CONCRETE COVER 1 J. FOR DETAILS OF LOAD CARRYING ARE i0 BE DOWELED WITH W % 8" T SETTI JI/=, % 4„ L2"%Y'%j'j' GRATE (GRATE BI, SEE T-p-7, RODS D APPROX. Y2" C-C TO PREVENT BETTLE- STUD SHE L2'/i"X2Yf:'IDA• SHEET 103.08. SE TIN N LIEU OF DOWELS A 2" X 4• NOTCH MAY ° CONNECTOR DETAIL A 4. CONCRETE COVER AND GRATE SEE STANDARD T-d-J,4 ALTERNATE DOM.ME TO SE FURNISHED AS A IWITATE TYPE SINGLE UNIT. OUTSIDE 3. VARIABLE 2-1 OR MATTER. B (POR II 151 BARS DIMENSIONS OF %IRATE TO PLAN VIEW IFRpA PLANA (12 REO'0.1 1 - BE CGRATE AD OR 3=4" % 2=aJf" (GRATE ED 4. DITCH GRADE MUST BE ADJUSTED TO LEEF pFFFRFNCE IN ELEVATION. SEE LONGITUDNAL SEE DETAIL S. ALTERNATE METHODS p• SECTION. _X4 ACIRON WBL BE 5. F DEPTH (ON BECOMES LESS THEN 4" LENT ACCEPTABLE R APPROVED ANGLE )M BY THE ENGINEER. OF WINGS ME TO BE EXTENDED AS dIRECTEO SECTION A -A BY THE MOWER. SECTION B- 6. GRATE AND CMLAR ME TO BE 6. CURTAIN WALL TO BE LOCATED AT THE END OF CRATE AD GALVANIZED.TIE PAVED DITCH SECTIONS OF THE DI-7A M BAR BAILED CHART 7. CONCRETE COVER MAY BE �A� T NE NOT ABUTTED BY OTHER APPROAMATE WMTITIES ATE DMENSION PRECAST OR CAST N PLACE. CONWETE RDHEORCING TYPE A B a. CONCRETE TO BE CLASS M F CAST 7. F NORMAL DITCH GRADE IS TOO RAT TO ALLOW CLASS P3 BTEEL IN PLACE. 4000 PSI IF PRECAST. FOR ADJUSTED MADE TO FILET A SPECIAL Od23 C. Y. 63 LDS. Z S GUTTER DETAIL WILL BE REOUIRCD DIN PLANS. = r r 9. GDIRT,AIE CH FLB B TO BE PANLLEL TO 2 0°II� "' D�QIETL 1.0" A `�� _ D+ " SECTION A -A SEE NOTE NOTE +SEE NOTE 3 6•-4" R SHE NOTE Dom SLOPES FLAT ONE STEER SLOPE A ONE INTERIM ATE SLOPE L POOR FILET • \ 1.ro4 = INLET BACK LP BERM diLH PUTTER GRADE TO BE MIMED 3 • ' I _ p I y ADJJSTFD TO MEET AS DIRECTED BY THE INLET ELEVATION BW (pqA OILY). 514 TYPICAL ELEVATION SEE NOTE 3 BEE NOTE �� NORMAL M�"DE BEE TE 4 BEE NOTE 3 ,1OR FLATTER ME STEEP SLC2E-ONE MT SLOPE BOTH SLOPES STEEP APPROXIMATE OUAIA TY FOR ONE CURTAIN WAIL. L011GITIDNAL SECTION MEASURED FROM BOTTOM OF BUTTER (WHEN FILET B LOCATED ABOVE NORMAL DITCH GRADE) CONCRETE CLASS N 0.24101 YDS. SEE NOTE 8. `VD13T SPECIFICATION ROAD AID BRIDGE STANDARDS STANDARD MEDIAN DROP INLET REFERENCE SHIEST 2 OF J REVI90N DATE 12" TO 42" PIPE z4, IDI.T3 WIDOW DEPARTMENT OF TRNSPORTATDN 503 IPPTRO%MATE WMTITIES CWCRETE p-] GaA pa8 CLASS AJ (a.YDs1 NONE 1.211 2148 �VDOT: STD. MEDIAN DROP INLET (DI-7) C13 NOT TO SCALE „ MR1 * COVER A NON -TRAFFIC c ❑❑ ��`, CONDITIONS A ;❑❑❑❑ ❑❑❑1) A LETTERING ❑ ❑ .. .... T. ❑❑ ❑❑ ;I OPTIONAL 1 ❑ ❑ ❑ ❑ 130 A ❑❑ ❑❑❑A'/ a RIY y ` ❑ ❑ D �' COVER%W U"B9 t l� W. PLAN TOP A�4(-Y SECTION A-A7. i 1 " MMJWM1 241h" DIAL r COVER B 22^ ONE - TRAFFIC 11 Q ❑ = CONDITIONS MACHINED ",)qEl 11,�jCI r❑il \\ a: A A IOC F❑-1'�.b° I❑'� FQ'1\R A 20" DIAL y4 R F L-LL.J_ A 0.1Et _TL•D TLa J 1 LETTERING ' / ( O LJ T OPTIONAL 1 ❑ I�'%�L f--I ❑ ❑% A I_ S4" DA Y L�1-J-II�T '1''I ❑ 1--8 ❑ ❑ I" � / M+PROX. WEIGHT r Nli ❑� D -' COVER M MSS. ± 1fi �-- FRAME TOP ETHER COVER A OR B WY BE USED WITH FRAME. 22" IRA COVER KIWEIGHT ± + SECTION A -A SHEET 4 OF 5 PtEFI_. I,x STANDARD MANHOLE FRAME AND COVER 224 Spa VNGNA DEPARTMENT OF TRAN9'ORTAON REV.7702 108.Oa �VDOT: STD MH FRAME & COVER C13 NOT TO SCALE C E, NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PULE. L CONCRETE TO BE CLASS AT IF CAST N PLACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LEAS (ALONG FACE OF CURB)SHALL SE PM FOR AS RADIAL COMBINATION CURB W GITTEW. 4. FOR USE WITH STABILIZED OPEN -GRADED MANAGE LAYSEyR. THE BOTTOM OF THE WRS TO THE POPE 6� SU�AS�E COUTRSES �'�EL AND TO THE DEPTX OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AN SHOWN N MPFND% A 1/^_I �2'• R OF THE VOOT ROM DESIGN MANUAL. e'• r•:r . 7. AD' A A D D D D D ---2 _ THE BOTTOM OF THE CURB NA GUTTER MAY BE CONSTRUCTED I PARALLSUBEAEL SLOPE OVIDED U- 8• CO IBEB A MINIMUM DEPTH OF T' I 5 MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 105 COMBINATION 6" CURB & GUTTER REV502 . e/Da VIRGINIA DEPARTMENT OF TRANSPORTATION 2oto3 DI-3A 3B, 3C C EX'PJ VDOT: CG-6 NUI IU KALE EXPANSION �-�ti� Diu KEYED CONST, BARS qNT BAR G BAN, ' ARS G 3F I I 3._Or' : V MIN. PLAN SECTION A -A NUN 1 'MAX. r� 10' MN(. A L-VARIABLE - JAM. 20' (' KEYED CONST. JOINT GUTTED P 2:.0:: 8. 2:_6:: V. 3..0.. 2.. GUTTER B ROAC Z BARS A GUTTERR I W 1_ ____ _ ... 1•• B I BONS F BUTS E �B M - ' iI3" DIMETER ry - BARS E WEEP LADLE FRONT ELEVATION eMs F B^ T-B" V. Burs B - - - - - - (GUTTER REMOVED) /• a„ LY sxlh• BENT PLATE SECTION B-B TYPE a NOSE DETAIL SHALL BE USED WITH CG-3 6 CC-7 STANDARDS a / R L2V •X2'/"%'/" GALVANIZED TYPE B NOW DETAIL SHALL BE USED WITH CG-2 R CO6 STANDARDS. TYPE p TYPE B /2 X 6" STIR SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE RON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH /p' X 4" STUD SHEAR NOSE DETAILS WELDED TO SENT PLATE AT 2-C-C, 2" FW. PAVEMENT DI-3AL L � DI-36 L 01-30 � �.�'..-- -wMPED PAVEMENT z � � PLOW � _ - - _ FLOW SLgw 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \HOOT STANDARD CURB DROP INLET SPEgFICATION ROM AND BRIDGE STANDARDS REFERENCE SHEET 1 OF z REM90N DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) • 8' 233 104.09 05/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 �VDOT: STD CURB DROP INLET (DI-3B&DI-3C) C1 3 NOT TO SCALE DI-2A M, 2C EXISTING OR PROPOSED �i SwEwALN. SEE NOTE xi e 9`''Loii�z2/: z/, Wi2l' aE EXPASION JOINT ,BACK OF 9BEWALN EXPANSION JOINT_a. GALV. MMX12 T�aA BARB A-Ia �C BARS A-1 I s c-c F 1D- c-c 1D_D1 BARB B LP�T a - a V. C-C OOO cACE of CURB I - BARS C Eiiv F BACK CONTROL MN o ISO" c-C �aE z•-o' 2'-2" e• Mae SECTION B-B COLLAR 8•MN. 3-_V. TO. MAN. 1 PLAN VIEW 10•MAX. T-♦" • III' A - I SA6 A-1 L 2R{i'X2'/x"z/4" m� L-VARIABLE-MA(. 20' I G'4 •' M�OACM 2:.D•: 8" 2'-2" " V- 3'-0•' n - SURFACE GALV.MCVN MRS ' Wqn A 3 3._.. GALVANIZED HK 5 X R I -- 1 j . a A •BIAS E SIRENS SECTION D-D SEFOI 1 L __- 0E C J a W. C-C I. -I. F / NEED NC J" DIAMETER B B 9AR6'B' C.1 .: .. :. CALV. WELD ALL WEEP HOLE MC6x12 SEE NOTE a a" STUD STEM SECTION C-C CONNECTOR D COLLAR. FRONT ELEVATION GWHEN BE TO 1" WHENONLE1MEDIANS. IS USED SECTION E-E d 2S WITH MEDIANS. I.WADED GUTTER SANS A-1 APPROACH CUTTER r. I __J = 1 I 1 FLOW WEEPHME SI: % .I 11 I. L z'/,•%IRA"XVa" BARB A-1 - I 5 ATE B BENi PLJTES O�HVIH2ED i i BARS - a 0" C-C SUFACE IT».J fOR VSE ON GRADES SAS B a / X♦" STUD R1j D'• C-C @ 5{EM CONK. 01-2C I- ` �i BARES F F CC I/H'. WELDED TO IIM.L = 111 - IRON a L-M,, B WENOTE 5 NOSE DETAILS TYPE A NOW DETAL BNALL BE USED WITH CG-7 STAOARD. I TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 BTADAID. GALVAHIZED PLATE FOR TYPE A TO BE BEFIT ON AN ANGLE FOR USE N SAGS SECTION A -A OF 69.30•AD IS TO BE ANCHORED ROM '/22 %4" STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-I. SHEAR CONNECTORS WELDED TO SENT PEA TE AT 2-C-C. ROAD AD am�s STANDARDS STANDARD CURB DROP INLET ��E" SHEET 1 W 2 REVHSDN DATE 12" - 24" PIPE; MAXIMUM DEPTH (H) - 9' W3 10a.03 VIRGINIA DEPARTMENT Of TRMSPORTATION WE VDOT: STD. CURB DROP INLET (DI-2A) NOT TO SCALE 'iEE STMDARAD SL-I FOR APPLICMI OF SAFETY SLABS. STANDARD MH-1 NOTES 1 FRAME L LOVER THE TOP OF VOW IS TO BE LEFT L MASUFDE BY LOW TO PERMIT PROPER ADJLfiTMENT OF COVER AND FRAME TO GRADE S THE USE 6 MORTAR OR BRICK AS DIRECTED By THE ENGINEER. A . DIAMETER= V-8"N-(2 X WAIL THICKNESS( h SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK ♦5- HALF PLAN VIEW B HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES 1. OUANTITES SHOWN ME FOR MANHOLE WITHOUT PIPES, THE NA-JUNT DISPLACED BY PIPES MIST BE DEDUCTED TO OBTAIN TRUE OUMTITIES. 2, ABASE THICKNESS OF 9" WAS USED IN COMPUTNG CONCRETE OUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4- 4ATERIALS MAY BE BRICK. CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ME USED THE MINIMUM THICKNESS OF SAME IS TO BE S' OTHER THICKNESSES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. S.ALL CONCRETE TO BE CLASS M. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN MCOWANCE WITH STANDARD 15-1. THE COST OF FURNISHNG AND MINCING ALL MATERIALS NCEI To ME SHAPING 15 TO BE INCLUDED IN THE BD ONCE FOR THE STRUCTURE. WECFICATION EERS"LE MANHOLE FOR 12" - 48" PIPE CULVERTS NGDADaHIANDMDS 302 VIRGINIA DEPARTMENT OF TRNSPORTATON REVSRM GATE SHEET I OF 3 DN20 W.01 NA M BBfRM WE TABLE OF MANOTTES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS W. YARDS ♦ 0.5 OJ85 L43] 5 0.) OJ85 1.699 6 0.9 0.785 1.96, 7 LO 0.7S5 --2- 1 a 1.2 OJ85 2,485 9 to 0.785 2.747 D 1.6 0.785 SODS 11 1.9 0.970 3,455 12 M 0,970 3.817 13 2.5 0ft 1L 2.8 D5 }.1 0q 4.0 1INCREMENT 0.45 VDOT: MH-1 DETAIL NUI IU SUALE MORE 4 I w. :e a :6 • •RAGS < 5UF/LE BARE VDOT: CG-2 NUI IU SCALE G-z Iq,EB: 1.THS ITEM MAY SE PRECAST OR CAST N RACE 2.00NGRETE TO D CVSS M IF CAST N PACE. HIRED Mir PSCAST. } FKCE OF LI"Rllw) WLLUff Gb FORASyN%LBBM(ALONG S, I TIE DEPTH OF WRB SLAY BE MPCd AS WCH AS I•• N ORDER THAT I11E 00�1TW R LLT� �Ei ipYp' w %1TH THE TOP OF A CRRSE R THE P WENT SUBSTRUCTURE. OTHERWISE THE DUMB IS TO BE M' AS SHORT NO ADJUSTMENT N RE PdCE BD 6 TO WAGE FOR A DECREASE OR AN #']EASE N BE USE R S. C�qE4gq3Rf IS i0 BE IEip ON ROADWAYS MEETING THE ZWXX A DEFINE VWT ROK OENW ANNUL. BASE RBB0.5E STANDARD 6" CURB VIRGINIA LVAFTI ENT OF TRANSPORTATION SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARB] 2021.03.22 [FINAL SDP] SITE & VDOT DETAILS C131 H W J z I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN ■ \ I BRANCH 12" J J ■ 2„ FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL F_ BE CORED AND A FLEXIBLE w CONNECTION " BOOT " oINSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN W A TE 2500 P.S.I. CONCRETE THRUST BLOCK NTS FIG. S-I-B ACSA: TYPICAL MH TIE IN PLAN VIEW NOT TO SCALE L- E GALVANIZED " WITNESS " POST WITH E ENDS ^ LINTED BLUE IN REMOTE AREAS I:ECTED.' KER LOCATION MAY BE SUBJECT T HI H "?Y' l E-RTMENT APPROVAL. FI I HE _�A:E it i.J . AD 1 VALVEBBOXTRAFFIC LIE) RATED kw+�-.ERE MA GA'E- NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE 'BADE TYPICAL GATE VALVE NTS FIG. W-5 2 ACSA: GATE VALVE TYP. C14 NOT TO SCALE FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-O" MAX 2'-0" RUBBER COATED STEEL I„ STEPS CAST IN PLACE 3 -0 MIN PRECAST REINFORCED CONCRETE SECTIONS 12"" MIN "0" RING SEALS A 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING -- =sr_ - SEWER. 4 ° ° 4 12" A FILLETED INVERT FOR A SMOOTH ad TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 ACSA: TYP. MANHOLE SECTION BRANCH TIE-IN NUI IU SUALE NOTE: MIN. 60' DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSSU� USE APPROVED FLEXIBLE RUBBER w nnnr o` 61 GASKETED STOP COUPLING 27' PIPE STRAPS ° (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY a �90' RESTRAINED BEND E PLAN PROFILE MIN, 6' BEDDING WITH NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKETJOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-122 TD-30 ACSA: INTERNAL DROP CONNECTION NOT TO SCALE [oMPRrSICN . 3/4' MALE PIPE COU°IJNG OR APPROVE) EQUAL I' TYPE SOFT COPPER 1*0'. NOTE: NO SWAM. nmNGS DUAL SERVICE ' TYPE it SOFT COPPER SINGLE SERVICE N01E 1) SADDLES SHALL BE USE: ON PVC PIPE TEE FOR USE ON ATTACHEL' SINGLE FAMILY RESIO.ENjIAL sERMCES OR DUAL RESIDENTIAL ANO IRRIGATION SERVICES �2. I' COMPRESSION . 3/4' MAIL'RE CCOPUNG CA APPROVED EWAL Frf, USE ON UETACHE'd 4NGTE FAMILY UEWVC TIAL SERVICE WERE AN IRRIGATION MEIER 15 NCT PRCVICEP CAST IRON UP. FINISHED GRADE // IK MARHALL BOX i�A w rl 3R• MLOU N f.OPr{h ;a DEW: COUPLING s, •� CORPORATION STOP `''!_ y'•%M�'A' t-;r�"'• NEBRICKCESSARY A 'i�l�r�.: NECESSARY SAND OR DUST ,HIDER =`�-'�� 4' OIAAEIER GRAIN PPE 12' nox AND SETIEF t2-INCM 4_1 . LONG STOW POCKET. VDOT MINML.N Mtl[NESSI :..e1.T.a�� SPEC. 20& NO. 57 Afi3cEGATE ...... :oe::K .....z TYPICAL SERVICE LATERAL INSTALLATION (5/8'/ & 1" METERS) NTS FIG. W-6A TD-10 CSA: TYP. SERVICE LATERAL INSTALLATION NUI IU SUALE wK•z lORs mi1.7_111Is]00•r." Ir0l IN ION Izy [cm Kell] 0u1aIus]00 F:1Ir0NIEll INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION INITIAL BACKFILL UNSTA SOIL #68 STONE NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 ACSA: DIP INSTALLATION NOT TO SCALE `l�1dl�:�y�:i�l N7���I�:L1�K•P►I�IX�IIPP►■�NlIX4� 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". -m 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / ■lI11004I010 2' MIN I I SALT TREATED FINISHED GROUND 2 x 4 MARKER R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 ACSA: SEWER LATERAL CONNECTION NUI IU SCALE NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. Al LENGTH OF BRANCH VARIES 6' MIN wl 2' TO 10' (270') 16"-22" 7 CU. FT. rVALVE BOX #68 STONEI 6' GATE '` •> VALVE ' 8" X 6" TEE 250E P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARB] 2021.03.22 [FINAL SDP] ACSA DETAILS 8 ACSA: FIRE HYDRANT ASSEMBLY C14 NOT TO SCALE C14 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. 44 4. SET DOGHOUSE BASE•+ri EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL '•74 �' i+ MIN. 12" CLEARANCE BE PREFORMED BY "• BETWEEN EXISTING PIPE •' e" MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATERA. PLUS 6". 12" THICK VDOT t is No. 68 STONE BEDDING 8"x8"xi6" AND 4"x8%16" < SOLID CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE 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 FLOW A MIN. l' NEOPRENE GASKET MATERIAL 1'-0" BEYOND BASE BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON— CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING ( 12" MIN. CAST —IN PLACE �< 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW I IIIII III IIII IIIIII IIII IIIII, IIII III IIIIII III III IIIIIII IIIIIII IIIIII IIII III IIIIIII III IIIIIII III IIII IIIIII IIII IIIII 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—Al TD-26 ACSA: TYPICAL MH BASE - DOGHOUSE NOT TO SCALE PLACE 5' GALVANIZED I WITNESS POST WITH ! CAPPED ENDS PAINTED BLUE IN REMOTE ARE- AS DIRECTED, MARKER LOCA11ON MAY BE St--. E T TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE C RATEII D _VE C AREA NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES AF'VE CRADE TYPICAL GATE VALVE NTS FIG. W-5 2 )ACSA: GATE VALVE C15 NOT TO SCALE TYP. ^m save unu P;MrCz]<45"Hunreoeorn Firestone,Or 9729Smr5HUNTCO31 MIIB.HWItCMUPM' Buie Youghose.h. nWYAaInre otx2 THE STAPLE 11 me ever-claMk'Slaple"style 1 bliterackNPorflardCiIY COUeapprove0 Loci TI CONSTRUCTION/ MATERIAL OPTIONS ❑ 2- Son. m Pound SNal Pipe Grown) a ❑ 2'x2-SqumeSleel Tubing GRADE (Raeuulle, Praol) - ❑ 5/B"x21/R Steel Flat Ba, (PlpecuNe, FrooQ -Sleet it .... a(v ien) DIMENSION. -30 Length -5 width -36'Height n Cualom Bae Helalldenm^ MOUNTING OPTIONS ❑ Flange M.LM(Snown) (6).63" Mounting Holes o In -Ground 11' Leg Extensions FINISH OPTION: ❑ ALSen.IIIISNrel N SpXn Fnbn ❑ Hol Uipged Galvanised ❑ PowdwcP w a ❑ mamwplamc Cocaine P ADDITIONAL OPTIONS ❑ Fame Covm(Bvallubleal DUST ... lcatonrouna plPer POST UMInnM POOIk NdaMwt ft.M.I .d Fld BarXNange 8quaambl,q RFMnDR MW RECOMMENDED LAYOUT NOTES: Blke-k7P p Minimum Spacing (p)Rec ime,de03pacing 3 BIKE RACK DETAIL C1 5 NOT TO SCALE FEATURES • Available with our Signature Pennavidon finish that produces a rich color, distinctive Lecturer and wear-resuGnl surface • Acmmodates surface mfiltrmion of a mmiromn of 100 inches of rain per hour • Panelized layers pateeroed To arcomodate rdBcieM mechanical or manual moWlatioa • Full patimeter W joint width (racers Americans with Disabilities ACT) iBdden paver spacerbats for mac =aesthetics • 3 i41 for mmmemial applications • Pallet includes half sins Half Paver 3'^'r VS5' 224M .1i,156 half 88 3,1301bs 8 m HUNTCO Pu�KKMbcaem tencnm "s"DICIMS7m w SdeaOHinlco.wm IPO. Bart 1031 ada,c^ne stre M`WY,q ,u ;N,zza z055 "s HunlCa.<om Pp1b,q, O. 972o 5 aloes 19B1 order ®Hunteove n I rV XIXae nalMal,mmlbn ram) x 5,1,9,11,13 THE RAMBLER oar Fop-sellmgmngeof racW.me Ramblerisone Of Our mObl elagentmW flexible racks. We can custom build to Wurspecs CONSTRUCTION/MATERIAL F 2" See SO Shrel POP(Mown, C2-2-Bauum S1 iTubina (AmernP,P,.U. Prod) 55' Steel Flanges DIMEx " "CAPACITY OPTIONS -5.5-WICM -361 land FxonEPM) ❑ 4S'ZM(OIMMnaO ❑ 50IRe35A'Ungmdom ❑ 79ast agruennto ❑ Palkaa6.rmngm u N mxe I ID.4' mrwln 7113 91Ra 134d' Lengtn(1 Or. euPPDX (P) MouMing Hol MOMNTINO OPTIONS ❑ Fange MauM(Snoese Do dki MOUMIng hide, ❑ lnGround 11' 1p Fxfenslom LJ Fpnpe(:ovsr(addxbrwl cast. mused pros, only) na4 OPTIONS N and FInNn Lr Hot Dipped Golvanired C Powder CooNw L Thermoplastic todlnu a MaMdadurW lnxw POdlk Nowhawt U � ,I gad 1 I ae4•� 7 Sake 9 Bike 11 Bike 13 Bike Flangewln-Oountl Square Tubing XFlang• WM RECOMMENDED LAYOUT NOTES: TOP vim B1hreli x minimum spacing s O U) Rewmmentletl spacing Li ,a 1� A— ME- ) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OOOOOOOOOOOOOOI 4 HEAVY DUTY 15 NOT TO SCALE 2" SM9.5A ASPHALT 2.5" BM-25.0 ASPHALT BASE COURSE 6" COMPACTED VDOT #21A COMPACTED SUBGRADE ASPHALT DETAIL 4" CRUSHED GRADED STONE DUST 00000000000000 4" AGGREGATE BASE FABRIC SEPARATOR, IF REQUIRED COMPACTED SUBGRADE 5 )CLASS B TYPE 2 PATH DETAIL C1 5 NOT TO SCALE 1. Eagle Bayss PICP Systems accommodate a Mide variety of S. The mdd-purpou Permeable Pavement enluncea land -use stormw w management objectives due to fledbWty of planning and leads in more efficient nee ofaailable land for Pavement Design, Storage Quantity Cap=bti and Water greater rearms, value, eeproully in high-demity urban arras. QpzityTreawent Utilizing the storage capridtyofthe PICP System W.the pavement venting -it—, as opposed to shove ground storage 2. Runoffteduction ofup To 10096, depending on project ponds or the deep earavation restored by Isdaw grade confined design pMametex. space systems, —pi this goal. 3. Provides both Channel Paramaribo and Flood Mltlgation. 9. May it.. projett met byredudng or diminating drainage and tetcntion/drYmGon systems. 4. Ma3dvdusgrouodwerer rechmgc with impmwdWatd itR Qyal nce with regulatory IQ May rectum con ofrimar 5. Allows forretrnt5on and smrage ofstormwater for passible M r Shmwamit requ'vemeom and Lnv¢Muuicipd ar Nmm utility reusC for irrigation or ad= ran -potable applications. amnnwater fees. 6. Reduces monlBint-Pooi pollutantsin smartgarer,thereby 11. Sole, Reflectidty, Index conplisumwiLLratings beat island ndtigating impact on surrounding surface waters, and may lessen effect and thermal loading ofsueounding surface and/or car eliminate downsaeam flooding and stream bank erosion. outHowwaterswhert Eagle BWs SIU-C mpliant colors are apodi 7. Minimizes impact and ROem on® sling atormwaterUS Combined Smrmwater and sews synems through reduced V. Aaxmmodams pGNdnrdt designed provide both mechanied Peak discharges. stability and structural Integrity far A variety of tfal6e be&, including Secondary Roadways, Light Rod Heavy Duty traffic requhemenm. CROSS SECTION DETAIL TYP. NO. 8 OR NO. 9 AGGREGATE IN JOINTSN0IDS EAGLE BAY PICPS: MINIMUM DEPTH 311 BEDDING COURSE: DEPTH 111 2' NO. 57 STONE OPEN -GRADED BASE: DEPTH 4' NO. 2 OR 3 STONE SUBBASE: DEPTH MINIMUM B' OPTIONAL PERFORATED UNDERDRAIN SOIL SUBGRADE — ZERO SLOPE PAVEMENT MAP LEGEND ■ HEAVY DUTY ASPHALT - SEE ABOVE FOR DETAIL LI ASPHALT (TYP.) - SEE ABOVE FOR DETAIL PAVEMENT MAP NUI IU SUALE 9 )PERMEABLE PAVERS DETAIL C15 NOT TO SCALE a 4 a, vQ a D O O O O O O O O 4" — 3,000 PSI CONCRETE 4" — VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION @[tl�l�iI4:l�i 2" OF SM-9.5A SUPERPAVE O 0O 0O 0O 0O 0O 0O0 0 6" — VDOT #21A BASESTONE III III III III COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION NUI IU KALE SHICAMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARBI 2020.12.21 [FINAL ARBI 2021.03.22 [FINAL SDPI SITE & ACSA DETAILS C15 EAGLE BAY USA 1231 IMIlu Road, Richmond, VA 23237 • 800-321-9141 • commpvesales®eaglebayusamon • w .eaglebayusa.mm MU WA INIMIN MIARGMM,MAM7" MW214141• mnmpawsolokeragleeay win-ww"eaglesaYafa cam ECOBAY" PICP Page 6H-18 September 2019 September 2019 Page 6H-19 Typical Traffic Control Shoulder Closure with Barrier Operation 64gure TTC-6.2) NOTES Guidance: 1. Sign spacing should be 130W-1500' for Limited Access highways. For all other roadways, the sign spacing should be 50W-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Standard: 2. On divided highways having a median wider than 81, right and left sign assemblies shall be required. 3. Group 2 Channelizing device spacing shall be at the following: Group 2 Channelizing Device Spacing Location Spacing Speed Limit mph Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) 0 -35 36 + 0 -35 1 36 + 0 -35 1 36 + Transition 20' 1 40' 1 40' 7F 07 80' 1 120' 'Construction access spacing may be increased to this distance, but shall not exceed one access er'/, mile. 4. The minimum length for a shoulder taper shall be 360" on Limited Access highways, and % L for all other roadways (see Note 7 of TTC-5 for values of L). 5. When the barrier transition slope is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line slope. 6. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. b. Where cut slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A- 4 in Appendix A for clear zone values). d. When barrier end is inside the established clear zone, attenuator service Type I or Type H shall be used. Contact L&D Standards/Special Design Section for approved attenuators. 7. Barrier panels 8 inches in width and 12 inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and spaced on 80' centers along the parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic lens sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type B flashing light. Barrier delineators shall be installed along the traffic side of the concrete barriers. Barrier delinators shall be spaced on 20' centers along the transition or taper sections and spaced on 80' centers2in-between the barrier panels approximately 24 inches up from the roadway surface. Lion: 8. The barrier shown in this tvnical annlication is an example of one method that may be used to close a shoulder of a long-term project. 9. The RIGHT SHOULDER CLOSED (W21-5aR) sign may be eliminated from all roadways exceRt Limited Access highways. Guidance: 10. If drivers cannot see a pull-gf%area beyond the closed shoulder, information regarding the length of the shoulder closure shall be provided in feet or miles, as appropriate. 11. An emergency pull -off area should be provided per Section 6G.18 and Temporary Trafflc Control Figure ITC-8. 1: Revision 1 — 4/1/2015 2: Revision 2 — 9/1/2019 WP-2 TACK COAT THE PROPOSED CONSTRUCTION JOINT CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES.OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1%2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE SPECIFICATIONS. 1V0= ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 BARRIER FLARE RATE Speed Limit (mph) Slope Ratio 70 22:1 65 20:1 60 19:1 55 17:1 50 16:1 45 14:1 40 13:1 35 11:1 <30 101 u 2: Revision 2 - 9/1/2019 Shoulder Closure with Barrier Operation (Figure TTC-6.2) G20-2 (V) 500'+ TRAFFIC BARRIER BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 7 TYPE B WARNING LIGHT BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 7 BARRIER TRANSITION SLOPE RATIO SEE NOTE 5 FOR GROUP 2 DEVICE SPACING ` SEE NOTE 3 TYPE B s� WARNING LIGHT GUARDRAIL �'—SEE NOTE 6 RIGHT SHOULDER W21-5aR CLOSED W16-VP1 sFx< x s�LE: OPTIONAL SEE NOTE 10 RIGHT SHOULDER W21-5bR EO ROAD WORK W20-1 AHEAD SHIMP ENGINEERIN G LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARBI 2020.12.21 [FINAL ARBI 2021.03.22 [FINAL SDPI 9111110111►[6l • $ / A MAINTENANCE OF TRAFFIC C16