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HomeMy WebLinkAboutARB202100146 Plan - Submittal (First) 2021-12-22LEGEND 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� SPOT ELEVATION 311.5 TC x >2� TOP OF CURB ELEVATION 311.5 TW x- TOP OF WALL ELEVATION 311.5 BW xp 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 I 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 UTILITY POLE m m GUY WIRE oHu OH0 OVERHEAD UTILITY ucu UGLI UNDERGROUND UTILITY STORM O STORM MANHOLE q q DROP INLET STORM SEWER ROOF DRAIN SANITARY O SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE O 0 WATER METER 0 0 WATER METER VAULT FIRE HYDRANT A FIRE DEPARTMENT CONNECTION GAS GAS - GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. 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, 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 5531 PG 570 DB 5145 PG 626 (76-46A & 76-54) DB 5519 PG 331 DB 5519 PG 331 DB 3039 PG 209 (76-46F) SETBACKS & STEPBACKS Per approved ZMA201900003, setbacks & stepbacks are provided as follows: SETBACKS BLOCKI Front 5' Min Side 5' Min Rear None STEPBACKS BLOCKI Front None BUILDING HEIGHT Per approved ZMA201900003, buildina heights and stories are as follows: Block 1 Stories' 1 Min -3 Max Height 45' Max 'Minimum and maximum buildingstory ranges provided are for above grade stories. rY 9 P 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. FINAL SITE DEVELOPMENT PLAN CAMPUS: BLOCK 1 EXISTING USE Forest PROPOSED USE Multifamily (128 units) 15% of total dwelling units, or 20 units, to be designated as affordable. See approved ZMA2019-00003 Code of Development. LAND USE SCHEDULE EXISTING Area % Building 0 SF 0% Pavement 0 SF 0% Sidewalk 0 SF 0% Open Space 221,720 SF 100% Total= 221,720 SF (5.09 ac.) PROPOSED Area % Building 48,325 SF 21.8% Pavement 67,098 SF 30.3% Sidewalk 16,030 SF 7.2% Open space 90,267 SF 40.7% Total= 221,720 SF (5.09 ac.) PARKING SCHEDULE Multifamily, 1- & 2-bedroom units 1-bedroom units, 1.50 spaces/unit (38) 1-bedroom units' 1.50 = 57 spaces 2-bedroom units, 2 spaces/unit (90) 2-bedroom units' 2.00 = 180 spaces REQUIRED: 237 spaces' PROVIDED: 210 spaces 32 bicycle parking spaces provided 'Reduction of 12.2%, or a total of 208 spaces, approved by County letter of determination, dated October 25, 2021 GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water, sewer and fire lines require new inspection and testing procedures. The ACSA performs any testing and inspections of the public sewer and water main(s). The Albemarle County Building Inspections Department (ACBID) does a visual inspection and witnesses the testing of the building drain, water service pipe and the sprinkler lead-in connection.The developer/contractor is responsible to retain a Special Inspector as outlined in the updated Albemarle County Policy for Site Utilities to perform the visual inspection and testing of all utilities not covered by the ACSA or ACBID. This includes building sewers, water and fire line branches between the main and the meter(s)/building(s). The Special Inspector's report must be submitted and approved by the Albemarle County Engineering Department prior to a Certificate of Occupancy being issued. 13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI At 17.1-09 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 Block 1 AM PM Daily Use Description ITE Qty In Out Total In Out Total Total Multifamily (Mid -Rise) 221 128 Units 12 34 46 34 22 56 696 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. Block 1 Amenities: 44,257 SF required. 47,282 SF provided. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. FIRE MARSHAL NOTES A knoxbox is required for each structure. Location to be coordinated with the fire marshal's office staff. FIRE FLOW Total estimated fire flow at existing hydrant on Country Green Road is 1,244 gpm. AWWA Q20 calculation not provided, indicating insufficient pressure drop for Q20 at time of testing. 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 RA(/ 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. VSMP PLAN Refer to WP0201800044 VSMP Plan Amendment, ABC Borrow Site (formerly Royal Fern Phase 1) SDP2021-00065 TAX MAP 76, PARCEL 46AA ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=1000' - Claire Frances 0 �A o a Park A - -.i &Ride v h"' Nap RobLa farnQ AZALEA PARK Azalea Park Dog Park "cover, Geek� 5 The Woodlands T{mberlandQ of Charlottesville v Park Apartment!LD LYNCHBURG ROAD Redhelde M munity Pool Vat9q V \ 0 - ? G r. valle, Crossing _v APp ad^dmw Villas Al Southern Ridgev 1O1 FIRh dm�r,�.nr, Street PlaceQ >na wma Apartments �TH STREET of 9 SITE Sth r .ks �c ® Albemarle CountyFire Oak Hill f • Rescue-%mimstmtion Albemarle County ® ° o epertmera or Social. a.uw oavea e �Oeeaoatl�4n � 4 a � ` Calvary Chapel ChaQ ` 1 donesvule The School0 Kingdom Hall of Jehavehs Witnesses we o G ` ray tea» We County s Authority® Biscuit Run Slate ParkQ s Boys &Girls Club Vyc -0 ° s „ Southwood °` anwn a ^3 SHEETINDEX C1 COVER C2 APPROVED ZMA201900003 PROFFERS C3 ABC PERFORMANCE AGREEMENT C4 EXISTING CONDITIONS: OVERVIEW C5 EXISTING CONDITIONS C6 SITE PLAN C7 UTILITY PLAN C8 GRADING PLAN C9 STORMWATER PROFILES C10 SANITARY SEWER & WATERLINE PROFILES C11 LANDSCAPE PLAN C12 LIGHTING PLAN C13 SITE DETAILS C14 SITE, VDOT & ACSA DETAILS CI ACSA DETAILS C16 SITE & ACSA DETAILS C17 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 Holiday In L] IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERIN G12. 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 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDPI 2021.11.19 [FINAL SDPI 2021.12.20 IARBI 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. INFRASTRUCTURE IMPROVEMENTS: a. Prior to the issuance of certificate of occupancy for any building with a use that solely or collectively (with other existing uses on the Property) would generate more than 487 vehicle trips per day, the Owner shall contribute Five Hundred Thousand Dollars ($500,000.00) as a cash contribution (the "Cash Contribution") to Albemarle County's Capital Improvement Program (CIP) fund. 1 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 i 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 IThis exhibit is shown for roundabout feasibility purposes. This exhibit shows a 2.5' CURB & GUTTER roundabout with a 150' inscribed diameter, slip lane, and pedestrian improvements. 4~ LA1�fD�6ARE STRIP Approximately 0.05 AC (2350 SF) ROW 4 TRUCK SIDEWALK _ dedication from the eastern portion of ON — ` the project property maybe required APRON 1 MAINTENANCE � for asingle-lane roundabout with a 150' inscribed diameter. i 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. SHIMP ENGINEERIN G12. 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 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDPI 2021.11.19 [FINAL SDPI 2021.12.20 [ARBI 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..1teTtorung. 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 & $-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 & Permitti>aR1 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'sIOBLIGATIONS, 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 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDPf 2021.11.19 [FINAL SDPf 2021.12.20 JARBf 1911011101161 • � 1 A 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 150M 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°15'12"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°48'4611E C13 0°28'02" 3044.10 1 24.82 12.41 1 24.82 1 N21°44'27"E C14 0°53'42" 3044.10 1 47.55 23.78 1 47.55 1 N22°25'19"E L-I JUU 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°49'58"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 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDPI 2021.11.19 [FINAL SDPI 2021.12.20 JARBI FILE NO. 18.004 EXISTING CONDITIONS: OVERVIEW C4 \ \f IRON SET �1T� 50.00'/ i \ \ T.M. 76 52K LD NDARY LINE`, WAYNE P OR VIRGINIA P COLLI R D — `\ \ ', \\ \�L` \ DING TO PL/ BRUCE V THOMAS „ ° \\ fR, \\\\`\\\ �\ CORDED IN D.B.4457-592 /I \ \ \`� \\ \\ \ 25-236 AN \ \ \\ .5010-420 D.B.684149 PLAT+1 `�\� ZONE: R4 RESIDENTIAL JSE: SINGLE FAMILY RESIDENTIAL \ \ \\ 2.44 AC F \ \ \ \ \ \ \ \ \ \ Nam\ T.M. 76-52P \\\\� \\ �\ - RACE, PAUL JR & VALERIE FXACE \ \ _ -- D.B.684149 PLA ZONE: R4 RESIDENTIAL `�W -° / USE: SINGLE FAMILY RESIDENTIAL 1.38 AC Nu m qdv / W � W °"\ I W �7 I 76 psq \ W \ M � / 29,oCo•� \W" / I F j 7,> \IF %i'i/ _ ' \ \ \ \ IRON\ UND �F / i'' \ \\ \\ S80° 47 EI 3.78 \\ CON\ ER yoz' do //'% �/�/'i i'/ r/ �'/' ��/� / ' / /°�/ / • / /�� i I //' /'' �' / /'' III �' / \ ya / do T.M. 46C1 /// // / /' / / /dio— / do �� / / / / / / / / / L/ \ ZONED: R15 / i'// i / / �j ' �gQ a�/ Ap OWNER: MOU INWOOD _ SHIMP PROPERTIES LLC �'� / \ - ENGINEERING \\\� \ DB 1615 687 , _�--- �'</ // �/ LAND PLANNING -PROJECT MANAGEMENT DB 5010 420 PLAT \ \ D B P G 2 3 6 PLAT/ / \ _ _ , / / v_\ 912 E. HIGH ST. 434.227.5140 do / , �- \ I / T. M 76/ 4� A , , / \ — — — — — — — — — — > do— _ — — _ / \ / / / / \ \ \ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 5TH��TR,�ET FOR/EST LL,C' � D.B.` 14� 626/ / 7 - /45 7/3 270 V \\ I 4 31 7 2 dO D.B.30 8-88,9 97 PLAT J / \ do \ I�u✓ h \ MANAGED SLOPES -w wu wu— \\�---- — �/ FINAL SITE DEVELOPMENT PLAN 8 ALBEMARLE w o---------- ------------- _ -- - �� Q ��, BUSINESS CAMPUS: 1` W __---------------- BLOCK 1 N 762spzo. W w.\ \,, \ , i ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020 10 05 [INITIAL SDP] Fq FS / �` g +48o r \� \\ \ / =------- ------ q REVISION: SF C� / 9 2021.07.26 [FINAL SDP _480 — — — — \ .i / \ — — ' / , � / � i i C \ � \ \ + \ \ is 2021.11.19 [FINAL SDP 2021.12.201AR61 \. \ \\W ' \ 0S/ i &DDH LLC ��\ �" \ \ W �— _ \ / — --- \IS D.B.4495-584,588 PLAT J \ w\w\ — -- — — — _ ZONE: R4 RESIDENTIAL +/ \ \ W\w� _ - - - - - - 0� ---- _ \ _ - A �w ` \ ---/' / / /I III n \\ FILE N0. USE: COMMERCIAL \ + '9A w—w—w=�— w _ - _ I 18.004 5.43 AC \\ \ \ \ \\ w _w —w =w�—w \\ \\ \ \ \ \\ COUNTRY 875 _ EXISTING CONDITIONS \ \ \WDI�EGR'S pw ROAD �\ f \ \ _ / /I �\ 1 I & DEMO --------------\ \ 30 0 30 60 90 480 h _ C5 / �\ J / �/ � �� \ \ � / /�i ,----------� 1 1 \� \ � \� \�� Scale: 1"=30' % % % < % ♦ % so w u + 0 C % BW= TW= Ole E A I P & 0 Nro PER 2 (3) 6" ND - RISERS 0 00 anu PRIVATE 4D DOG PARK IZ I (3) 6" TYPE X, - RISE Aq6 ? 0 "Z oo� 'z Z X ul :00) BW=472.0 TW=478.80 - ---------------------------------- ---------- G-12 TYPE B 3'p (A b 0 CG-1 00. 0 TYPE BO 1p 0Z 'z .00, 01 IQ '00, .0 Xn 6' 3' OVERHANG FOUR PLAN 4 �JRPI LY UNAK )(91kp 0 ACES (Y 00 00 Z G-12 TYPE B A r)) 18" RET. WALL 3'R 0 MPED 0 PARK SEATING AREA 1 CONC. PED. P S ;NAG EDI-ROCK BLOCK 3' OR EQUIVALENT Z 00 / (6) SEATING AREAS a 00 0 'b IQ X C51 PRATE �D C SID 0, DOGIVPARK YP.)CONID 0 ,NEW STO SIGN 70 0 a u1w5 7 7��S 7��(3) 6" Rl.00' Fp C's RISERS ONC. Z). P -12 4 0 N"-\ OPER am 56 17�)po Cl? G-12 N =4 I -3, CONC. SIDE -1 HIN OWN PE 8 NC. WALL 4 ARKING Gz 4 46 -0 �02- WAX " Ff E STOP C�!p a )R E T. 9 MAX. 42" x SIGN OOL -rl - UTILITY A 4" RISERS ROOMRF PE B Z CLUBHOUSE RISER 6 DOOR 9 2,800 SF 1ABANAS ONC. WALL FFE 475.00 AILBOX/ -L11 7�7L/ / -Z-11L1 AREA G-12 BW-469 80 g- \` \ 0. 0 o,/ TYPE A W=475 e---, ROW DEDICATION: 83 SF �01 DLANT G-12C,' 0 ERZ TYPE 30.00' G-12 EW ROAD SIGN�-A- SEG. BLOCK TAINING WALL HANDRAIL - AX RET. WAL 4 F N DRAIL A\ A Ir I AX. RETAINING WALL I W. 42" HANDRAIL I 0S/d SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM � I FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 [INITIAL SDPI REVISION: 2021.07.26 [FINAL SDPj 2021.11.19 [FINAL SDPj 2021.12.20 JARBI FILE NO. 6 L & OVERLA CO PP OX. 9,000 S -5. PER WP-2 LZ77 / I Z-Z-� Z-j- VISIBILITY OF MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. SITE PLAN 30 0 30 60 90 Scale: 1"=30' C 6 \ \\ % 1 \ \ + \ \ \ \ \ \\ \ ♦ £ / \\ W / \------ \\ 1 %x \ \ \ \ ♦♦ \ W\/ \\\ \ \ \.\\ \ \\ \. \\\ ` 7 // / / / // / / / / //// /////// // / },C p�' \fig / 3 / \\ ♦ \\\\/ / / \ \\ I RISERS �_--P IVATE / ono DOG PARK = z I I I I I // //// / / / / /•�' X �eo ac 4 \ \ \,• \ \ \ / / / / i'/ sa 2 \\ /78 / / 6 � Q� ��� I vv _ �_.. ��, } � I � I I I I //'/'/'/'/ ISERS / :i oD "`- // /' / /O - " B _--- / c> � \\\ A `♦ �rVA\ \ \ \ l / I \ Nrc I 1 l 60 54 / �7 /I 812 \ \ / / / / / FFF , / s° \ \ 35 \ \\ 59 s \ l / � 6 6 1 \ / _ O O 9 / \ / O\ � :, *s ' \ ? \'� \s\59 59":'A 50 0v' S Fv. v� k 65P° _ .,• a 9 v / . 4�% \0' P� e* ti/QJQ� FFF �� /� 2/ o A �' 65 fb�0P/ 6�a hd \ e0 \ // A\ "� ` 6 so + / , I' MAN GED SLOPES c / / / / / / / i / 0• +& // U \ SHIMP "" �' I � „ ENGINEERING I I FF 67/ / = \ / \ LAND PLANNING - PROJECT MANAGEMENT MAX ET. R�T. WAL A 6 / / /. \ W'/ 42" 1AN AIL \ / � u' \ �i vv s,zE.HIGH ST. a14.zzz5,49 \ V A ; v v A v v A / / i _-o'A_�— — — / — — v, / / / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Ar \ \ \ BW=472.0 - - --- \\ \\ \\ \ \ TW�478.80 \\---------- „w/ C / 8 / / 2, 6;_.-0 63 �50 �Fw 1 I y SEG-BtOCIF RETAINING WALL ----- ycu_—� \ — — _ —,_s .. \ I 1\ / \ _ 00 \ ` of p e \ / \ U M. 9 i \/ \ \ \/ I \ \�\ \ \ \F-- .. -?,;. :_. I` \ u\ \\°\JC \\ � \ \� �b� - \x7 �•�... 78•-°,°': •,' a \-\.•7.8':. \ 4 ,,••__\ ...,_ . q °-•°,.\-46 - OER DI-ROCKENT >0 k 6 �/ O T `,` $•.. °a � o�\G� h'� QQ��_OQI1I. i .:.•�/, t IIII 1\_.. nI �./X/. 'RETAINI\ \\ \ I' .d'� O _ _ ic. o 74 ATING AREAS O3 NG WALL aw 67 HANDRAIL o ssION-_ Ay. Lc vk'4,• C� 1T7.6 RIVATE - 76 \ \\` 80� DOG PARK - 2__ 78 -ui anu—anu— u—nu—"°- / 78 5-° 500 6571 15 / 6625 at e\e \ / /q s a _fi \�F:_ \ --._- ��•_,� / I \�1 FINAL SITE DEVELOPMENT PLA N �-7� // 6x6 IeALBEMARLE 8z4 07 - °° %FS / � 30 6BUSINESS CAMPUS:Is3/�665 G O rp� R \ \ os o -O - -- as _ _4 - v NC. AL 66 9,� A6 g6 BLOCK 1 7697 AW7385 15 F W afi 72z 15 N WALL 6 47 35 .fi'a=. w! FE \ - - 62 12BC 79 71 %1 750 9 '' � x 7675 \- Wa✓' - - —1 " `iALBEMARLE COUNTY, VIRGINIA 7 SUBMISSION: \ ...._,, MAX. 42" \ 7 700 ` — — -_, 74 �4: 1 70 FFF 1 FF 8�� IS �O. / •` \ .. ;i;... 8s3 SEGMENTAL a 84..:. 79 '-,a. ' sR 8s - R\ OR / 6 s i ,.-.. -- \\ 1 [INITIAL SDPI 74 (7) 6" Yj Ik 5` 3 SS R F�0 /' D - - - 05 IN P ._ • LOCK RETWALL 7 e--- •� - - 00 RISERS ---yam+- - - - - - - I I 2020 1 oa 5 \ 44300•i 5 CLUBHOUSE 9"u REVISIONO "IS SC tCs'Z :. 77 75 2,800 SF 74 74`5i1 DOOR NC WALL 9'\p5 ; .moo h \ \ \ I F ��A \ \ ©• °s s 7478 FFE 475.00 5 0 ' 2021.07.26 [FINAL SDPI •• — — — �q 7g • ^ '-- x 6' FENCE - - _- .i \ \\ 2021.11.19 FINAL SDP BW-464.80— / C y' \ -_ ., • _ — "- \a F �.' xs �F + to t \ / ' 2021.12.20 ARB I I 350 LP c ��� 4� _ I / \ 9 640 i - o x .. X — — — 7 " ,.. 74 11 x � 78 75 78 \4, 7 \ \ \ w- n/ FILE NO. ��� ate: •(, „ .. _ uW � uw \ 1 _-\ / // � /i'/ I \ \\ C I \ 78 oW =-aDD- 18.004 \\ \\ \ \\ \\ \\\ I GNCN.P, �LL GRADING PLAN \ \ W. 6FEN E- \\ \ \ \ \\ I BW-473.0 V — --------\ Scale: 1 =30 480 475 470 465 460 455 450 0 2 445 0 p 440 z 435 430 N 425 JATIVE w w lz a m N ¢ w - m J rRAnFrn 06 (n ^ 4lJ x W — w NNFW p o 0 1 + opi 2 N H 0 i a � � O ul TE a s O M Cn 0 o� �o i 4 CIS NMOf p � z a z --- m dau 1 ------------- ----� NDPE AU �z <va? p -- --- z HOPE 0 2. 2% o o o 30" HOPE O 16 13% p z o aO r M N M N M Z = � O 10+50 > 11+00 1 +50 o> z_ >z z 1 STORM SEWER PROFILE AO-A5 C9 HORZ: 1"=30' VERT: 1"=10' 12+00 12+50 485 485 480 475 470 I 3 465 z 460 455 450 ON NOS NM as 445 �� M3 I x�06 fGRADE rn N _ \ \ + NLVV o o GRADE o W ao� +� p mr O N + ao o f ¢a woLe ~ -- 00 of 00 33.05 LF48" of HOPE D o O NNo mm0 4 F O NN07 �D O N > — > --- > _ — 480 475 470 465 460 455 450 45 0oo > > 20" SU P 10+50 11+00 11+50 12+00 z 12+50 z_z_7 INV-450.50 = as (MAINTENANCE) 5 STORM SEWER PROFILE Cl-C4 C9 HORZ: 1"=30' VERT: 1 "=10' Ei E2 E3 N m Q � � 485 480 w 475 470 465 460 0 4 ' � 85 W 480 475 470 465 460 55 ? z T���� 10+50 i t+00 11+5t55 o> (MAINTENANCE) >z z 9 STORM SEWER PROFILE El-E3 C9 HORZ: 1"=30' VERT: 1 "=10' lid Y NEI �0 ll � ! ]1JiirTsJGf1010001 ■ i. 11�1010001 MINNI i MINNIE MINNIE 7—f a E �IRt�R.i4.� ■ 13+00 480 475 470 465 460 455 450 445 440 435 430 425 485 480 475 N 470 m r 3 465 I w 460 - 455 450 0 445 0 440 13+00 480 475 470 465 460 455 450 445 440 435 430 425 485 480 475 N 470 m r 3 465 I w 460 - 455 450 0 445 0 440 a N a wo NEW GRA #3 STONE 116 MC-4 00 STORMTECH CHAMBERS OR QUIVALENT INVERT 452.00 ?" RFORATED N-12 HOPE OR EQUIVALENT Nm#3 S T I I E = » UNDERDRAIN @ 0.4% - UpPER-- INVERT #3 STONE -449.70 BOTTOM=44q00 485 - 480 475 470 I x 3 465 z 460 455 450 o N NCn NM u] [J HH 44 11+00 11 +50 2 STORM SEWER PROFILE: BMP 2 C9 HORZ: 1"=30' VERT: 1 "=10' 485 480 475 470 a 0 465 460 455 a450 Soo zz (MAINTENANCE) 10+5045 zz 6 STORM SEWER PROFILE Cl-C1 A C9 HORZ: 1"=30' VERT: 1"=10' �■e7 7G7 m 11 1••• • S -RX =•r Ell . 3 F2 F1 0 0, J ? 460 O �M N rn 460 455 z 450 g a 445 0 455 450 4445 7 0+00 0+5040 z ANNNNNNN !•,M7•ilgJ�J— ��_ �lNNNNNNl �lNNNNNNl 1O STORM SEWER PROFILE F1-F2 C9 HORZ: 1"=30' VERT: 1 "=10' C4 480 475 470 465 460 455 450 445 485 480 475 470 465 460 455 450 445 40 480 475 470 465 460 455 450 0 N a 4450 z 440 3 M I o =O� OOyO-1 3�a�wo o N M —OM o I�i'9� ¢11 f� NEW +N z .�ZINp zcn� 00 77.13 LF 15° HOPE @ 0.65% co co Y1 L[J LF O .87 LF o n 1c1" HOPE M M N N 47 M z � z z c z -- — >z z - a N 10+00 10+50 11+00 3 STORM SEWER PROFILE 31-134 C9 HORZ: 1"=30' VERT: 1 "=10' NNNNN NNNN �e 1 11 1• ! • 11 jjpi1• •!• e 1 •• i • /' ! 1• 1' ! 1ARM � e,• !� a 11. �— • ! —:u•4rr�gniudi.bcnc�w,.c�4i� � 71 [H I:I I i SU:i.Y [U:LTN i _ _ �.�nr��l�wnnc�neum.r.n4icw� 10+50 11+00 STORM SEWER PROFILE: BMP 1 C9 HORZ: 1"=30' VERT: 1"=10' 90.0' H wS� \ i � r W_I YN7CFAGR G smucn.a 1 V 0• .97' fi. 1 '-7f E C0.ER I A4 100—YR WSE 458.86— L — — 1.00' 10—YR WSE 457.50 P 1—YR WSE 454.69 WEIR WALL TO BE DESIGNED BY PRECAST MANUFACTURER. WALL TO BE DESIGNED TO WTITHSTAND 100-YR HYDROSTATIC PRESSURE o, 45 0 11 1-7 TOP 458.50 'EIR TOP 457.50 6° VEE NOTCH 455.00 PERSON FOR REFERENCE 3" ORIFICE INV. 448.55 PROVIDE A TRASH RACK FOR THIS OFIFICE 480 475 470 465 460 455 g450 11+5045 475 470 465 460 480 475 470 465 460 455 450 4445 11 +5040 0 7D 455' 0 445 440 10+00 480 475 CE 470 r. 465 s O w 460 z 455 O 450 a S 445 Z _ NATIVE GRADE B B m M 1 O p O 00 n V O + \ M m O O> OOJ N �P � O Z MI 12" EPARATION GRADE 30.85 LF om o0 61,78 ®F15 HDP 0.65% E a Z - > NN @ 0.65% amm 0 -- - o » z — "V 10+00 10+50 11+00 4 STORM SEWER PROFILE 32-B213 C9 HORZ: 1"=30' VERT: 1"=10' 475 470 460 M DACTED STANDARD DR 455 450 445 10+5t40 8 STORM SEWER PROFILE D1-D2 C9 HORZ: 1"=30' VERT: 1 "=10' 180.— — - I WEIR WALL TO BE DESIGNED C3 DI-313 TOP 469.30. BY PRECAST MANUFACTURER. WALL TO BE DESIGNED TO STRUCTURE HAS 60" WTITHSTAND 100-YR r BASE. WEIR IS OFFSET HYDROSTATIC PRESSURE I FROM STRUCTURE CL 100—YR WSE 467.11 \ 3.30' WEIR TOP 466.00 10—YR WSE 465.58a�, f PERSON FOR 1—YR WSE 462.21 REFERENCE STAIRS ON 3" ORIFICE INV. 459.00 WEIR WALL ROVIDE A TRASH RACK FOR THIS OFIFICE 480 475 470 465 460 455 450 445 40 SHIMP 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 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP1 2021.11.19 [FINAL SDP1 2021.12.201ARB1 I9I10111►[6l STORMWATER PROFILES 11 A4 STRUCTURE & WEIR PLATE DETAIL 12 C3 STRUCTURE & WEIR PLATE DETAIL C9 SCALE: 1"=5' C9 SCALE: 1"=5' C9-. 485 485 480 - 480 475 475 NA CURRENT 470 AN-LI -------KAINI GRADE RACE _ -- ------ 470 ED 'LA - 465 - 465 460 460 455 455 4550 450 41D+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+0045 1 WATER MAIN -BRANCH 1 490 C10 HORZ: 1"=30' VERT: 1 "=10' 485 485 485 485 485 480 NEW 480 480 480 480 475 475 475 475 475 470 71.1 LF 4" INTERIOR CEMENT 32.3 IF 4" INTERIOR CFMFNT 470 470 470 470 465 --COATED CLASS 52 DIP WATERLINE COATED CLASS 52 DIP WATERLINE 465 465 465 465 460 46 60 45 EX. GRADE NEW ¢ GRADE � ma 3.5' COVE MORTAR -LINED, EXTERIOR ZINC - COATED CLASS 52 DIP WATERLIN 485 485 480 480 475 475 470 470 465 465 460 460 55 46� $60 iD+00 10+50 11+00 1D+00 10+50 45 490 485 480 475 470 ass NOTE: WATER VALVES, METERS, 460 HYDRANTS, & FITTINGS SHOWN ON PLAN VIEW 55 1 +00 10+5 iD+00 10+50 2 BLDG. 101 SERVICE 3 BLDG. 101 FIRE 4 HYDRANT 1 5 CLUBHOUSE FIRELINE C10 HORZ: 1"-30' C10 HORZ: 1"-30' C10 HORZ: 1"-30' C10 HORZ: 1"-30' VERT: 1 "=10' VERT: 1 "=10' VERT: 1"=10' VERT: 1"=10' 480 1 475 470 465 460 455 450 I x 445 � w z 440 435 430 0 42510 00 10+50 11+ 0 11+50 12 SANITARY SEWER MAIN 1 A-6A C10 HORZ: 1"-30' VERT: 1 "=10' 2 460 455 450 445 i w 440 z 435 0 u6 430 S 0 z 425 420 YOJ 480 475 470 465 460 455 450 44 485 480 475 470 465 460 455 55 g450 10+00 10+50 11+00 11+5045 6 WATER MAIN -BRANCH 2 C10 HORZ: 1"=30' VERT: 1"=10' RhD -- - - - - - - i i GRADE 128 8 LF 8" INTERIOR CEMENT MORTAR-LNED, EXTERIOR ZINC 475 470 465 460 455 450 44 475 470 465 IN. 460 455 55 4aa50 1D+00 10+5045 NEW GRADE �— C 39.1 F 4" INTERIOR CEMEN RTAR-LINED, EXTERIOR ZI OATED CLASS 52 DIP WATERUNE 9 1BLDG 104 SERVICE C10 HORZ: 1"=30' VERT: 1 "=10' a 480 m � ¢ 475 Z N H 470 i m o 465 m n as > 460 455 450 445 440 435 430 15+50 16+00 16+55 rn V OFNATk/F GRAD N GRADE NA � � D - - - _ - _ _ o �rp " SDR-26 @ 0 O � a o ji 00 ON oar a z z » MIN 1R" 8" W_ m a SEPA RATION MIN. 12" SEPARATION T „� o o .o w z >-- � No 0 LF �p 007 00 O � O -- 4 o � 97.75 LF 8" SDR-26 @ 0.80% o K 0o S o V? z » 12+00 c/a 12+50 A C/0 C/0 C/0 O O O J In . d N H �.�+m+o z'J +� NEW-_- GRADE >�o O O U GRA a --- 0 U p O � v H � i - O rn o0 o rn d ro --- oN 49.00 ® 6 3.67 DR-35 8 0f roro ON Z > = >- 00 ­SDR� 'i @ 1321 ? O> z - - 10+00 10+50 11+00 11+50 12+00 13 BLDG. 104&105 SAN. LATERAL C10 HORZ: 1"=30' VERT: 1 "=10' 460 455 450 445 440 435 430 425 0 12+5t 485 480 475 470 465 460 455 450 445 440 435 10 00 +50 11+00 11+50 14 BLDG. 103 SAN. LATERAL C10 HORZ: 1"=30' VERT: 1 "=10' 13+00 13+50 14+00 14+50 I��V'Y• ��IH:7_1�]><V','G��V' 'Y�l\V'Y• ��tV'Y• Inv Nw ffzy a �©C� -���1111111��11�11 ��1+� ce i mil--% �rl7�ca�7C�i��Ui'�'1'i�!d� 1EiI�Y�G711—��1S.F>Ziil ii�l� L� 111�/I!J<'ii��5t l'?i"lSiiii��J©�� T'T' ���„lriFYs��•� 1��� IN"UP I+% %FA_ 15+00 485 480 475 470 465 460 455 450 445 440 12+0t35 40J 480 CE 475 470 W 465 z 460 0 455 q S 450 > z TI VE ADE --- H o ON0+� M CURRENT x GRADEEll QN�01 z D_ N'6" SDR-35 ® 1.47%31.22 ` Zr� m LF 6' o v> / m cO n3111L1 NS o u^, T v 0 » a — z 1.24% a > s z z 10+00 10+50 11+00 15 BLDG. 102 SAN. LATERAL C10 HORZ: 1"=30' VERT: 1 "=10' Y/J 470 465 460 455 450 44 485 480 475 470 465 460 455 4450 11+5045 YOD 480 475 470 465 460 455 450 44 YOO 480 475 470 465 460 455 450 1%+00 10+50 11 +00g45 BLDG 102&103 SERVICE C10 HORZ: 1"=30' VERT: 1 "-10' Y/J 470 465 460 455 55 4450 1D+00 10+50 11+0045 10 BLDG 104&105 FIRE C10 HORZ: 1"=30' VERT: 1 "=10' NOTE: WATER VALVES, METERS, HYDRANTS, & FITTINGS SHOWN ON PLAN VIEW YOJ 480 475 z 470 18" kTION 465 460 0 455 z 475 470 465 460 455 450 445 44 485 480 475 470 465 460 455 450 4 485 480 475 470 465 460 455 450 5 a a 1D+00 10+50 11+0045 8 BLDG 102&103 FIRELINE C10 HORZ: 1"=30' VERT: 1 "=10' 475 470 465 460 455 450 445 40 1D+oo 10+50 11+00 11+50 11 BLDG 105 SERVICE C10 HORZ: 1"=30' VERT: 1 "=10' YOJ 480 475 470 465 4460 10+00 10+50 11+0055 16 CLUBHOUSE SAN. LATERAL C10 HORZ: 1"=30' VERT: 1 "=10' C/o C/O 0 ¢z O m W+ + N o98" J O r U CURRENT DR- m ro O n a 5.49 LF 4N 0 o SDR-35 z � > c/o C/0 485 480 T x 475 w 470 z I 465 a 460 0 z _ 1 -� • 1 1 6' F-= "� o __ 10+00 10+50 11+00 17 BLDG, 101 SAN. LATERAL C10 HORZ: 1"=30' VERT: 1 "=10' 485 480 475 470 465 460 11 +5055 SHIMP 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 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP1 2021.11.19 [FINAL SDP1 2021.12.201ARB1 SANITARY SEWER & WATERLINE PROFILES C10 - % f %\ \ �c 2\ % \ / x t E \all \ \ \% \lkL\II u aHu %IN F} \ \ 0 LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 32.7.9.8): 10% CANOPY REQUIRED. SITE AREA 221,720 SF x 10% = 22,172 SF CANOPY REQUIRED: 22,172 SF CANOPY PROVIDED: 26,446 SF STREET TREES (ENTRANCE CORRIDOR INTERIOR ROAD & SEC. 32.7.9.5): PORTION OF COUNTRY GREEN ROAD (280 LF) VISIBLE FROM 5TH STREET (ENTRANCE CORRIDOR): LARGE SHADE TREES (2}" CAL.), 40' O.C. REMAINING PORTION OF COUNTRY GREEN ROAD: LARGE SHADE TREES, 50, O.C. RED: (280/40) = 7 LARGE SHADE TREES (670/50) = 14 LARGE SHADE TREES* PROVIDED: 8 LARGE SHADE TREES & 20 ORNAMENTAL TREES* *Due to an existing ACSA waterline along Country Green Road, small ornamental trees are proposed 35' O.C. as street trees to avoid possible conflicts in this area. OLD LYNCHBURG ROAD, LARGE SHADE TREES, 40' O.C., 250 LF RED: (250/40) = 6 LARGE SHADE TREES PROVIDED: 6 LARGE SHADE TREES MOUNTAINWOOD ROAD, LARGE SHADE TREES, 50' O.C., 210 LF RED: (210/50) = 4 LARGE SHADE TREES PROVIDED: 4 LARGE SHADE TREES PARKING LOT LANDSCAPING (SEC. 32.7.9.6): 5% OF TOTAL PAVED AREA SHALL BE LANDSCAPED 5% OF TOTAL PAVED AREA: 67,098 SF x 5% = 3,355 SF REQUIRED: 3,355 SF PROVIDED: 11,420 SF NOTES: 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 2. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. 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 O Large Deciduous Tree puercus coccinea Scarlet Oak 2J" Cal. 8 31 370 2960 ///''' 0 Large Deciduous Tree Platanus x acerifolia London Plonetree 24" Cal. 7 28 368 2576 yy, Large Deciduous Tree Jimus americans American Elm 1}" Cal. 17 22.5 397 6749 •^j Large Deciduous Tree T,lia americana American Basswood 11" Cal. 13 26 191 2483 Evergreen Tree Cryptomeria japonica Cryptomeria 4-5' Ht. 8 25 123 984 0 Medium Deciduous Tree Acer rubrum Red Maple 11" Cal. 3 20 177 531 OOrnamental Tree Logerstroemia indica Cropemyrtle 6-7' Ht. 24 15 77 1848 OOrnamental Tree Cercis conadensi Eastern Redbud 6-7' Ht. 7 17 124 868 OOrnamental Tree Cornus kouso Kousa Dogwood 6-7' Ht. 6 15 128 768 Ornamental Tree Magnolia x soulangiana Saucer Magnolia 6-7' Ht. 3 17 145 435 ® Ornamental Tree Magnolia virginiona Sweetbay Magnolia 6-7' Ht. 7 16 113 791 ® Evergreen Shrub Ilex glabra Inkberry Holly 12" Ht. 11 6 23 253 ® Evergreen Shrub Viburnum x burkwoodi Burkwood Viburnum 24" Ht. 84 8 22 1848 Q Deciduous Shrub Comus sericea Red Twig Dogwood 12" Ht. 11 8 72 792 (D Deciduous Shrub [tea virginica "Henry's "Henry's Garnet"12" Ht. 26 6 64 1664 Garnet" Swets pir ® Deciduous Shrub Viburnum nudum Possumhaw Viburnum 12" Ht. 32 6 28 896 i Deciduous Shrub Fothergilla gardenii Dwarf Fothergilla 12" Ht. 34 2 72 — TOTAL SF: 26446 I, I I 1 I I I 1 1 I 1 1 I I 1 I I 1 I 1 1 I / I 1 1 I x —x— SHIMP ENGINEERIN G12. 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 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDPI 2021.11.19 [FINAL SDPI 2021.12.20 [ARBI 19110111►[6l LANDSCAPE PLAN f 11 A C 1 1 Lumark Prevail / Prevail XL Discrete LED Area / Site Luminaire Typical Applications Outdoor • Parking Lots • Walkways • Roadways • Building Areas Interactive Menu • Ordering Information Product Certifications �. Fri tl Q IS a ® fv_l 0 deal all Lines • Mounting Details pages at Optical Configurations crass scan • Product Specifications page 4 a•® l • Energy and Performance Data page. Product Features • Control Options pages Quick Facts I­rn.ob,, IA, ".r • Direct -mounted discrete light engine for improved optical uniformity and visual comfort • Lumen packages range from 7,500- 41,000 nominal lumens (50W - 300W) • 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 Pascal + .0 + .0 + .0 + .0 + .0 + .0 + .0 + .0 + .0 + .0 + .0 + .0 + .0 + .0 + .0 PrWeq Name: Pad Number. Type: BOLLARDS - 15W LED ILP OUTDOOR LIGHTING 407-478-3759 www.11p•inaoom • Flat Top or Dome Top design with aluminum cone reflector • 42"annual aluminum housing with flush mounting base and vandal -resistant screws, optional art down • 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 • Gear Polycarbonate Lens • Multiple beam spread options: 90°, 180• & 270° • W anchor bolts (stall optional 4e, 12" & 15" • 220-277V Universal Voltage • 5 Year Warranty • ETL Listed for Wet Locations contact factory for pricing .v+ $z �A# �� Intertek LED SYSTEMS • Calculated L (TM-21) >50K >50K Delivered Lumens 1,4021m 1,221 Ira Total Input Watts 17 W low Lu ninalre Efficiency Rating (LER) 93 ImW 74 IMW Correlated Color Temperature(CCT) 4000K 4000K Color Rendering Index (CRP -80 .80 Ambient Temperature Range 1107 1107 Universal Driver 120-277 V 1 120477 V 11) still cars above Legend on BLFT-15WLED UNIV4000K 8 BLNT-15WLEW NIV40l LED Lumen maintenance estimates based on TM 21 proleciions for the light source at 25C anal ❑ BLDT Dome Top Bollard ❑ BLDT Dome Top Bollard SS + .0 +0.1 REPLACES 320W MH Replacement Polycarbonate Lens Bracket Is Trans (3) V Anchor Boas Bracket 8 Three (3) IT Anchor Baltic Bracket 3 Three (3)15-Anchor Boas 90o Beam Spread 180° Beam armed 270° Beam Spread +.0 +.0 +.0 +9.1 + .0 + .0 + .0 + .0 + .0 + .0 + .0 + .0 + .0 + .0 #4 STEEL HORIZONTAL REINFORCING BARS FORM Z DIAMETER POLE BASE WITH SONOTUBE OR EQUIVALENT. REMOVE SONOTUBE WHEN COMPLETE. GROUND WIRE. BOND TO POLE BASE OPTIONAL 3" BEVEL GROUND WIRE PER ELECTRICAL CODE i 2 7 LIGHT POLE d CONDUIT 1 ( )#B VERTICAL REINFORCING BARS 1"GROUND CONDUIT LIGHT POLE HAND HOLE - ANCHOR BOLTS AND POLE ATTACHMENT BY FIXTURE MANUFACTURER 3000 PSI CIP CONCRETE BASE r PAVEMENT �SUBGRADE GROUND ROD PER - -III- - III -III -III -III -III- III -III - ELECTRICAL CODE - = -III III - III- - -III-III-III-III-III-III- - 4 III III III III III III nl nl II - 1" PVC CONDUIT SWEEP (TYP) 6" (4) #8 STEEL VERTICAL REINFORCING BARS. LENGTH EVENLY SPACED B, (3) #4 STEEL HORIZONTAL COMPACTED _BELOW BASE 2 REINFORCING BARS. 1Be LONG 1LIGHT POLE BASE DETAILS C12 1:30 1 STATISTICS AVERAGE: 1.5 fc MAXIMUM: 13.3 fc MINIMUM: 0.0 fc Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number of Lamps Filename Wattage Light Loss Factor COOPER LIGHTING PREVAIL AREA AND ROADWAY LUMINAIRE ❑ A 26 SOLUTIONS - LUMARK PRV-C40-D-UNV-T2-BZ-7030 (2) 70 CRI, 3000K LEDS AND TYPE II 2 PRV-C40-D-UNV-T2- 131.0 1.00 (FORMERLY EATON) OPTICS, BRONZE PAINTED FINISH BZ-7030.ies El O B 33 Industrial Lighting Products BLDT-15WLED-UNIV-4000K Black aluminum housing, specular reflector, 88 White LED's BLDT-15WLED-UNIV- 16.5 1.00 clear plastic enclosure 4000K.ies SHIMP ENGINEERIN G12. 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 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDPI 2021.11.19 [FINAL SDPI 2021.12.20 IARBI 191111011101161 Lighting Notes: LIGHTING PLAN 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. 4. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not C121 exceed one half footcandle. V PF 3p. 490 485 480 475 470 465 460 455 4 e 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 o D THOROUGHLY. PLANTING PIT. PREPARED SOIL FOR SHRUBS SOIL SURFACE ROUGHENED TO BIND NEW SOIL I I I - SHRUB PLANTING DETAIL C13 Not To Scale PIE! I MY MAX. 42 ��_► EA _ _ _n. , TYPE A 3 V O PLANTE -A A5: POOP \.H� 4 W. \ ,------l-''�� 473. -- — — --- �. o SET SHRUB PLUMB. TOP OF ROOTBALL SET TRUNK PLUMB. SEE PLANS FOR SHALL NOT BE MORE THAN 1"ABOVE EXACT LAYOUT AND SPACING. FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM 1 FINISHED GRADE ' CL i NAGE L E ABT.SO Vol UTTY 000ERa 9jp5\Ss ��CCqJ - wALL / �W.6 U -RFGHT _______________\_—__—_ _ __ 30 MP4 COUNTRY GREENKRO __ --_ GR _ DE _ IN TERSECTI 335 30 MPGHT DI \ 1D+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 (�6�INTERSECTION SIGHT DISTANCE PLAN & PROFILE C13 Plan/Horizontal Scale: 1"=50' Vertical Scale: 1"=10' 490 485 480 475 470 465 460 y455 15+50 16+00 16+50 17+0050 GENERAL NOTES: L TIE DETECTIBLE WAIN] SHALL BE PROVBED BY TRUNCATED COMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE lCLAM A-4 F RECAST) WITH SLIP RER7MTHE FULL WIDTH OT RNP ECM a, 2 INTEGRAL N LENGTHNTIE D ECOVERICTION OF PECESTYW THE TRAVEL OTHER TYPES OF ARTERY. W1TX THE TRUMATED Dd1ES DETECTIBLE WINING MY BE USED WITH THE APPROVAL OF THE ENGINEER. 3, SLOPING SEES OF CURB RAMP MAY BE POURED MONOLITNCILLY WITH RUMP FLOOR OR BY TANG PERNIMBLE CONSTRUCTION JOINT WITH REDYEB MS. ♦, IF RAMP FLOOR IS RECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS W THAT MJONING FLAMED SIDES CM BE CAST N RICE AFTER RMEMEM OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED ME ME M BE NO.5 % 8" PLACED 1'CENTER TO CENTER ALONG CBOTH bNCFfTf SOOF TWB /IR:MP FLOOR, MD#wTH OF NMIP FLOOR. YNNW R. CURB / CURB AND SUTTER SLOPE TRANSITIONS ADJADENT TO CURB RAMPS ME INCLUDED N PAYMENT FOR CUM / CUB MD DARTER. ]. ON RAMPS ME TO BE LOCATED AS SHOWN ON THE RN6 OR AS DIRECTED BY THE PIONEER. THEY /ALE TO PE PROVIDED AT INTERSECTIONS IN EVER M ACCESSIBLE ROOD WITHIN THE WHY OF WAY OF A HIGHWAY F/LNTY CROWNEXS7ENT THEY MMOT PE LOCATEDWHETHER WITHIN PEDESTRIAN SICRWALK IS OSSWALKS M SHOWN ON PLMS 0R M DIRECTED BY THE ENOIEER, MO SWALD NOT BE LOCATED MHHD VFNLLF STOP YI E%ISTING LIGXL FLIES RRF ENORMITY. MOP NITERS, ETC. ACCESSIBLE RQIIES PROVDE A CN?MICUS HHCIENSTRETEB STABLE FIIY MD REP RESISTANT PATH CONNECTING ALL ICCOUSLLE ELEIEWS LF A FACILITY THAT CM BE MPROICHED, ENTERED MD USED BY PENESTRIMS, S. RAPS MAY BE RACED NI RAMIL OR TANGENTIAL SECTIONS PROVERB THAT TIE CURB OPENING N RACED WIDEN THE UNITS CE ME CROSPWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OFENK IS PEIbENOICULM TO THE OMB. I CD I CD I 7777:n TYPE A PERPENDICULAR �IW+ 1R:1 MAY_ TYPE B PARALLEL T 12:11/Al 5' XZ z�AT r• HIGHER THAN '( ED SF PAVEMENT AT W.•A' , SIRE M TOP OF CURB P. ??��??��yy,, cp, ETE sI0 ALK IS 4" TMCNTNS. WHEH/HNTTHpEp�ETNETRANCE RA=NOT TYPE C TR'"1'r°r°rF1E1 RTiO si MDECOMI3C]AcoWETrcKIK ENiRINCE MEOE•1XvrTR PARALLEL III PERPENDICULAR 1RUCK 1RIh,CI FOR C E [LATH D. WHEN CMRB WINPOTX SNAIL BE IN CYNNAINIE WIDTH OFNTHETH A SHMCDED USE OF PAN. 1P' - 2A• TFI.NCATED DOLE 0 oD 00 NE• + SDY-BEY OF WA4 dMETD000DDD ODDD 00DD0DoCo0O 0000 o 0 a 00000a 0 o 0 a 00000000000000oO f0000000ooDDO BY N O O O O O D DO O O O D 000 VAMNUNUE B/SE gAETER PAY UN DER TRUNCATEDDOME DETECTABLE WARNING DETAIL4 DETAIL CG-12 DETECTABLE WARNING SURFACE OEM IV 7A08 GENERAL NOTES NOAB VMINIIA DEPARTMENT CP TRMSPORTATKM 7 CG-12 GENERAL NOTES C13 Not To Scale A _ Ir PERYISEBLE CONST. S.I. "'Y L N COMES A EL SEE SMEE�T 1MR DETAILS TANGENT PLAN! STD. c 2 x•o r-a' BACK W C tt + 48: z0 :1 SECTION A -A NOTE: EON GENERAL NOTES ON TIE DETECTABLE WARNING SURFACE, SEE MEET 1 CF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY MADE N PERCENT NNMW RALP UYNCYN N FEET Y CUY 6' CURB 1 2 5 2 a S 3 3 8 S S 10 7 O a 8 Y 6 � a H II II aeosswALx TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE WHO TIE CMFOLRATEH OF THE VERY STRIP MAY VARY TO FEET EESMG FIELD CONDTICNS AD ROADWAY GEOMTRCS FROVDNC THE TIBY SONS AND SLaFES ME AS wTFD. 1� * :I'a MEAL 2' 1� T •,K . , Y' HOER THAN "�\\ LOGE CF PMEMENT ATMMSIRE M TOP OF CUB THIS COWED IIARIEL E PERMERCULMI CESICN FOR ATERATDNS CM BE USED WITH AAKWING BYTER STEP. LMENG AT MUM OF TWO ROPING SEES WITH NO. % E0" W. DFENSICNS, THE SHORT EWENgCLLM EM TO THE STREET CM BE PROTECTED BY A LMESCAED SETBACK ON COMECTED TO THE SIDEWILII WITH A WARPED SURFACE. NOTE. THE RECORD) LENGTH OF A PARALLEL RAMP IS LWED TO C FEET. REGARDLESS OF THE SLAKE. SWEET 4 OF CG-12 DETECTABLE WARNING SURFACE f EV.7/D5 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 203.D] VNQU DEPAMLENT OF TRMSPDRTATION ECG-12 DETECTABLE WARNING TYPE C � C13 Not To Scale 4' 6t1 41611 6" Wooden Fence Board 4' x 4' Steel Columns for Gates 4' 6" x 6' 6" Treated Wooden 71011 Gate finish to match buildings 2" x 4" Rail (typ) Concrete Pad 10' 4" 111111 DUMPSTER PAD ENCLOSURE 3�DUMPSTER PAD DETAILS C13 Nat To Scale 6" — 31000 PSI CONCRETE .............................................................. AT 28 DAYS OR STRONGER. WIRE REINFORCING OR #4 BARS AT 12" O.C. 00000000000000000 COMPACTED VDOT #21A COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 4�DUMPSTER PAD DETAIL C13 / Not To Scale AT 1i0NCE-Lc B LOD�NTTAMNCN r YN. TD1 NAY 1R=1 NA% B z' B RAMP DUCE r(HE) TRUNDATED CONE' A SEE SHEET 1OF 4 FOR DETAIL$ 5'-0" M SHN'E TO IMTCH FACE Q ppADNAY CILZ3 BACK OF W@ 'm :1 SECTION A -A E NR4iF CNISTRTICTYJX N%M SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WMMO SURFACE, SEE SHEET 1OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRACE N PFIOEM MIMMUM !�T 4" CUE® ENOTH 6" CUE 0 6 5 ] x 6 6 3 e R ♦ 8 E 5 D E 6 N C �= a NT UY & t y CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE: THE RENAMED LENGTH OF A PARALLEL RAMP N LMTED TO 15 FEET. REGMELESS OF THE SLOPE. E� CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION 06 MR INN DERMTIMENT W TRN TATDR 2p108 ECG-12 DETECTABLE WARNING TYPE B C13 )Nat To Scale �1I 3 A aBERET, MRroMH SANE SURFACING (RIALTO iD BE ASS I M• (, GENERAL NOTES M YNMIM ROMWAv (ME NOTE MsxOwx ON RASD �I L WHEN USED N METH STANDARD CO-J i` ISHOM TO Y M SI OR RA151 CURS CEO 5 i0 OR ADL&S ED CURB FACE ON TERSMOUNTABLE BC .V).NBTED i0 MATCH THE MAMNLE CINB BABLE CURS / LL-z d1 LL.B L — CNEGURATICIL 2 SEE StNDMO CO-I2 FOR CURB RMP DESIGN TO BE A sDEw% DIDWTH TNS STANDARD. SEENN WTF S) OPTICLHE AL UNPAVED 9PAE FLOW ]. NNMIM PAYEPAVEMENTPAVEMENTSHALL SE CONSTRUCTED TO 11E R/W LINE Rx®T MY SUICRIDE STMLQATDN WHICH[X CM DRUM I N EWD/PANSSE NT N TDEIEL' ETHRNEMLPE.)EKNi K1N 'T B MMARON 4. NAME C COMBNATIW CIBB ND DOWN NOTE: WIDTH "B- 2'-0' NL AS W AMERY ROADWAY R SHUL➢L NOOK E CONSTRUCTED BEDS E R/W LIE SHOWN ON TYPICAL SECTION: q PLAN VIEW ENTRANCE NOTES 5, WHEN THE ENTRANCE RANI CANNOT ACCWYOOATE TK YNNH ROADWAY SLOPE RL�E ,1[ DEPTH FOR SDEW/UfA: HEEA%XCX MTN {NE LLLS OFTHE RMaSMULB BE 10'PMIBOLM CURVE (EMTRN%:E CKYI INCREASED TO ". AYE C6-I31 EDGCY E OF PLOW PAVEMENTOR 8 Y YM. D SLOPE LNxFOC ® — — 0 G. EMIS ME TO IIdCAM WHEN CMSTRUCTRN OF A FLOW YANLNE ROADWAY _ IYE — NOTE ]I LINE B IEOMED TO PROVIDE POSITIVE DRAMGE ACROSS TM ENMMCE. ® -- _ _ D ]. }M DIMUNI AD A.I.ENTRANCE GRAE CHADES SLOPE CHYOE D T• ARE HATED N TIE AL—E ENTRANCE TRIBE VANES ME MY APLICIBLE TO STREET =THESE COIELMRS. 5 DMYRIUM NERaA ENTRA NCE ANCE INTERSECTION NOTES B. WHEN CC-115 USED FOR SINE£, CCAfCrENS, TN ® CONSTRUCT GRACE D4N•SS WITH A PARADED CURVE. CONNECTION MUST DE DEBARRED N ACCORDANCE WITH AUD"O POLICY AD TIE APPLICABLE Eg1NEAENTS - SIGHT =TTANCP ° ECT ND NE VNIL MANUAL.SrM%Ni SECTION A A EE ENNTS. B. OPTgNA FLOWLEE WAY EOUE WNNNO OF A �1."Lr , ACROSS OF GUTTER TO PROVIDE POSIPVE UANACE UTTER T NACOB TF ION, ALLOWABLE ENTRANCE GRADE CHANGES -- N SLABS A. CONCRETE — CONUETE SECTION C-C EMRMCE VOLUME IT. pf$NMLE NMIMYI W VPp J6%% VICTIHCH 'WEIS,MHAMVP S0J%x LOW LESS, THAN MNRSAM wD Isax ax NOTE ALLOWABLE FNTRAA'Y GRAE LALf 6 XOl AFREALLf N STREET CDMNED,ENS SP OE,L VDOT METHOD OF TREATMENT I RDAB AD BRDGE s„ADDED, 503 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) I REVTMN DATE I SHOT I OF 1 NROXN DWMTHENT OF TFIMSIMPTATION zm.D♦ 10 ENTRANCE DETAIL C13 Not To Scale 1s 2 2C 1 2C 1 ,s 2.5 117$ NO PARKING E U L �r „ h F CCE$SIBL 0 n R7Aa NR9 PENALTY $100 - $500 FINE TOW -AWAY ZONE (To be mounted below accessibility parking sign) s )HC PARKING SIGN DETAILS C13 Nat To Scale SHIMP 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 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDPI 2021.11.19 [FINAL SDPI 2021.12.20 IARBI 1911111IN►[6l SITE DETAILS �I C13 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 Cu Invert Line Rtft3in t8in 1 R7ft66W • � I B(mldeYs Option: Area may be concrete Bottom of curb may follow slope / subbase provided a minimum of 7 inches is maintained. Lr Iftom 2ftDin Rolltop Curb 2 )VDOT: CG-7 (ROLL TOP CURB C14 NOT TO SCALE CG-9B C� WUTOF WIDTHOF d EASTING OR PROPOSED EXPMSbx JDM _ RDEWI OR SMWALK SPACE R e L f D z EXP/HSgH JgNi V B wiFµCnaME. H� PLOW LANE EXPAKIOH AIN ERTB'WCE WIDTH 16 ABSOLUTE Ni MNYAN EDGE OF PRARMEM EnTRI LIMrtS Cf PEO. I' WIiS OF NOTE KCESS RWTE® KCESSRO- °NSAVE° veCE ''DIN-1MVERSM3LC' UWAVEO SAME PEDESTRIAN ACCESS ROUTE DETAIL ABITIBI RiLXi-LF-WAY 6 RF REO IF rlE LIAT. OF PEOESTPofH KLESS RWTE EXTEND BEYRtl EXII OR PROPoSED ANOT T-Of WAY. B] PECESIRNN KLESS RO°iR. PR°YICE P CONTI.7 ICBSTRIILTED, STRRE. FIRM AND SLP FE55TINl 4e Pe9eY e:a PATH COMIECTIN0 ALL' ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. 04TERED AVID M%BT PEDESTANANIM51F ACCESS ROJTE i4 ADJACENT TO am1 DP R, WHOM WIDTH sNWLD BE G. SECTION F-F VIDEO.STRIW KLESS BODIES III ARE BEN # IF KDE. IS REBUKED WIT. A M., 2X GROSSEACPE. C ff' HALF PLAN WHEN USED IN CONCRETION WITH STANOBT CG9 OF ANTHE WRS FACE ON THIS STMDNq 6 TO S NAIIGrDI i0 4AlCN THE MOUNTABLE GOES COMpFATION. ' qe 68-oggeb PAABODD SECTION E-E A wwR HISPPLE CURVExORMA ® ® currER ___ ® _ i R' '' JbHg4'444 b4 #GY i010Y CHANGE G lAlll e49 •eS C'^ ^e'dbF VSS^4YG•. 0.ASS N UN.E.S.I MME, 6" AGCP. CASE TYPEI 9ME lE p ®PMHT Izz MAx. SLOPE v cRKE CHANCE >. ... .e FOR COME MO QUITTER ONLY W Se bd4o9T,�b FIR W N ii a i IR Y MANMUM INCREASE IN SLOPE AT HNIMW q' HTERVAS 13IRLT °DNculwExnY SECTION D-D SECTION SECTION C-C i i F 3 2 MAXIMUM DECREASE IN SLOPE FOR FIRST BY HTERVR. AND D 2 MAXIMUM DEGREASE FOR SMCCEEDINO NHNUM XI'IMERVPLs SPECIFICATION RErpDa:E STANDARD ENTRANCE GUTTER ROM .MOD BRIDGE OS SG2 (FOR USE WITH UNPAVED SPACE BETWEEN CURB B SIDEWALK) REWs01, DATE xEET I OF I SHEET VIRGINIA CfPARTMEM OF TRAYBPORTATION OI/q 203.02 VDOT: CG-9 DRIVEWAY APRON NUI IU SCALE S•1 < IVERT VLETS M�MPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO MIRY TO THOSE STRUCTURES SPECIFIED ON PLAINS OR WHERE INVERT OF PRE IS ABOVE INVERT OF ` 1 SLOPE TO DRAIN TO NVEgi OF STRUCTURE. j OUTLET PPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED MORN LE STANDARD OR SPECIAL DRAWING. T THE INVERT SMENT N OETM III HEREON K TO CONSIST OF A T WEST SHAPING O DETAILED EEM TOE WSS AT OR 2 E MIX CONFORMING AGGREGATE MASS CO.CEMENT THAT 0.A55 , EXCEPT THAT 25x OF COARSE MGREGATE SLAY UP TO 4• IN DIAMETER AND CONSIST OF STORE, BROKEN BRICK,± / V // n }` BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHILL BE LEFT SMOOTH BY MEANS OF HMO TROWELLING-N]HE II 1 :It, GPTIE COARSE AGGREGATE SHALL REMAN EXPOSED. - DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXM.FLE PURPOSES ONLY. EACH MANHOLE OR CROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FR THE PARTICULAR INLET AD OUTLET CONFIGURATION AND FLOW LIKES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �VDor STANDARD METHOD OF SHAPING sREFERCATION REFERENCE ENCE ROM AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION GATE 302 106.OB VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT: STD. METHOD OF SHAPING MANHOLE & INLET INVERTS NOT TO SCALE DJI 7A 7B DETAILS OF CONCRETE COVER AND GRATE [a DETAILS OF GUTTER AND 2• NO. % BI BAR a EEL BAR T. OR HI3.14 aLW SI DE a z65 NOTES METHOD OF PLACEMENT LBS./FT., <ASTN AB15, MADE W. 1. GRATE A K TO BE UTILIZED N -GRATE A LOCATIONS NOT NORMALLY NOTES / SUB.ECT TO TR/FFIC. 2. GRATE B IS TO BE III IN 1. DI-) NO GUTTERS. LOCATIONS NORMALLY DI -)A NO GUTTER IN ONE DIRECTION. SUBJECT TO TRAFIG 01-7B GUTTER IN BOTH ORECTIONS. A 2. JOINTS BETWEEN METERS AND CONCRETE COVER 1 J. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH M4 % 6" SWCO N JI' /i, % 4„ L2"%?`N% GRATE (GRATE B), SEE T-p-7, HMS L AP�PEDROX. V C-C TO PREVENT SETTLE - STUD STEM L21Ii•X2Yf'D6/1• SHEET 103.08. FROVIDLN. ON DOWELS A 2" % Y NOTION MAY ° CO MI DETAIL A 4. CONCRETE COVER AND GRATE SEE STANDARD T-DI-3, 4 ALTERNATE DOM. ME TO BE FURNISHED AS A MATE }ypE SINGLE UNIT. OUTSIDE3. VARIABLE 2'1 OR PUTTER B OR II 11IMP-0" BARB DIMENSXINS OF RATE TO PLAN VIEW IFRpJ RAND (12 REO'D.) I - OR 3=4" % 2=DJ," (GRATE BI. BE 3- CGRATE AD 4. DITCH CRUDE MUST BE ADJUSTED TO MUST IN ELEVATION. SEE LOWITUONAL SEE DETAIL ' • S. ALTERNATE METHODS OF SECl10N. _ ANCHORING ANGLE IRON WILL BE 5. F DEPTH (C ES If BECO ES LESS THEN 4" LENGTH ACCEPTABLE IF APPROVED BY THE OF WINGS ME TO BE EXTENDED AS dIRECTED SECTION AT ENGINEER. BY THE MOWER. SECTION B- 6. GRATE AND CALM ME TO BE 6. CURTAIN WALL TO BE LOCATED AT THE END OF CRATE AB GALVAVZED. TIE PAVED DITCH SECTIONS OF THE DI-7A L BAR SPICED CHART 7. CONCRETE COVER MAYBES T NE NOT (BUTTED BY OTHER APPROMMATE MANTETIES ATE 51QLLON PRECAST OR CAGE N PLACE. CONWETE REINFORCING TYPE q 5 a. CONCRETE TO BE CLASS M F CAST 7. F NORMAL DITCH GRADE IS TOO RAT TO ALLOW CLASS M STEEL IN PLACE. 4000 PSI IF PRECAST. FOR ADJUSTED GRACE TO FLEE A SPECIAL Od23 C. Y. 63 CBS. Z S GUTTER DETAIL WILL BE REOUIRCD ON PLANS. = T } B. GDIRT,MONTE FLBB TO BE PANLLEL TO NrCH NWHZ A JM-J� T �U �i� ( �fC _ 0+ - _ SECTION A -A SEE NOTE NOTE 7 l9EE NOTE 3 y.-4" T SHE NOTE Dom SLOPES FLAT ONE STEER SLOPE GASINTERIM ATE SLOPE L A DITCH NEE • \ 1.ro4= )INLET BALK LP BERM DITCH GUTTER GRADE TO BE PROVIDED A I _ p I < MASTED TO NFET AS DIRECTED BY THE " AN 1 'T INLET ELEVATION EEM (pqA PLY). TYPICAL ELEVATION SEE NOTE 3 sBE NOTE �� NO plcw�41DE SEE TE WI 4 SEE NOTE 3 •1OR FLATTER ONE STEEP SLOPE -DIE MT ROPE BOTH SLOPES STEEP APPROXIMATE QUANTITY FOR ONE CURTAIN WALL, LOWITIDNAL SECTION MEASURED FROM BOTTOM OF GUTTER (WHEN FILET 5 LOCATED ABOVE NORMAL DITCH GRADE) CONCRETE 0.241 M. YDS. SEE nOTE e. SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD MEDIAN DROP INLET REFERENCE SIEE7 2 OF J REVIGON DATE 12" TO 42" PIPE 241 NN.T3 VEKiLA DEPARTMENT OF TRNSPORTATDN SO3 MPRO%MATE WANTITIES CONCRETE p-7 GaA pa8 CLASS M (M.ros] NONE 1.211 2148 5 VDOT: STD. MEDIAN DROP INLET (DI-7) C14 NOT TO SCALE W 1 * COVER A c ❑ ❑ O� CONDITIONS Q❑❑ ❑❑1) N, A ;❑❑❑❑ ❑❑❑p A ❑❑ W. W. O. w. ❑❑ II LETTERING 1 ❑ ❑ 1 OPTIONAL + ❑ ❑ ❑ ❑ ❑ ❑% f ❑❑ ❑❑❑,J RIK l• A' PLAN TOP A�4(-Y SECTION A -A i 1" MACHINED 241h" CIA I' COVER B 221'•DIA. a -O TRAFFIC CONDITIONS MMNWIED / / 140 cl,I�; Ac] F❑i l� \, a: A I HO1 F❑T--11'�.b° u'I❑'1 FQ'1`( A y '� 20' OA ya R F C1L.J_ 0. 0.i1♦r _TL'.•JI TLl I 1 UTTERNG ' / ( LJ LJ T LOPTDNK 1 ❑ n'%�L f--1 ❑ ❑% f �_ 24" DIA-I �❑ I__V I__I ❑L❑IJ' IOJ ❑ DNS _ \ t- / �C1' ARWRON. WEIGHT RIt ❑� D -' GAYER 105 CBS. ± FRAME TOP OTHER COVER A OR B WY SE USED WON FRAME. APPROO22" CIA COVER x170 L'LEErs. ± + �:R SUMMED � •� ' u•E ' �•.�;• SECTION A -A SHEET 1 OF 5 STANDARD MANHOLE FRAME AND COVER zza xy VRGNA DEPARTMENT OF TRASPORTATCN REV. )/02 108.04 �VDOT: STD MH FRAME & COVER C14 NOT TO SCALE CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PUCE. L CONCRETE TO BE CLASS AT IF CAST N RACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB LI GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURED SHALL SE PM FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED MANAGE LAYER. THE BOTTOM OF THE MRS TO THE SLOPE 6� SUSSAK COUTRSES MAII'EL AND TO TIE CEPTX OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N MPFl01% A /^_I �2" R OF THE VOOT ROAD DESIGN MANUAL. tt,2�D THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR TIE BOTTOM OF TIE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF T" 5 MANTANED. COMBINATION 6" CURB & GUTTER REV.I 502 VIRGINIA DEPARTMENT OF TRNISPORTAnp! 20.03 DI-3A 3B, 3C EXPJ VDOT: CG-6 NUI IU SCALE EXPANSION KEYED COAST, BARS qNT BAR G BM� MS F 3F I I 114iu 3._5.. I'.MIN. PLAN SECTION A -A MIN 1 'MAX. F� 10' MAX l A L-VARIABLE - MM. 20' (' KEYED CONST. JOINT I.WARPED E 2'.p�� S. 2�_5�� S. 3..0.. 2.. 11 GUTTER B Z BARS A APPROACH a 1_ __� ... T•' BARS C }__ I BORE F BARS E �B ro - I iN3" DIAMETER ry - BARS E WEEP HOLE FRONT ELEVATION BARB F B" Y-B" 8" Burs B - - - - - - (GUTTER REMOVED) 1. IE. 1/ S. LAW- 1.Sxy1" BENT PLATE SECTION B-B TYPE a NOSE DETAIL SHALL BE USED WITH CG-3 L CC-7 STANDARDS, / Ll R LI X2'/..I TYPE B NOW DETAIL SHALL BE USED WITH CC-2 &COB STANDM05 GALVANIZED TYPE A TYPE B V • X 4" STIR SPEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN MOLE OF 68.30- TO ANGLE RON AT 2-C-C. CONNECTORS AND IS TO BE ANCHORED WITH %' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C, 2" FW. PAVEMENT DI-3A �L ,� DI-38 L DI-3C . . rF_-. WARPED PAVEMENT z � 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \VDOT SPEOFVCATION ROM AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET 1 DF 2 REASON DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) • 8' 233 104.09 05/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 8 VDOT: STD CURB DROP INLET (DI-3B&DI-3C) C14 NOT TO SCALE GPM, 29, 2C E%ISTNG OR PROPOSED SIDEWALK. SEE NOTE 1S fEXPASION JOINT BACK OF SOEWALN EXPANSION JOINT I A rBw C5-C la �C IF OF CURB �C �I RACK CONTROL . 2._2.. 5' Mat 3'-6" PLAN VIEW L.A 5.. _ 5• CALV BARS A-1 e lo• C-I BARS 6 a WC-C BARS C a e" C-c BAS A 9 BV C-C SECTION B-B COLLAR Nl BARK A-1 L 2N i'x2'/f"zV4" L-VPIEIMIE-MN(. 20' I G&2�1 M�OACM ro 5" 2'-2" '• 8" J'-0" n - SLARIF GAI WGX12 - GALVANIZED W 5 X 12 I -- 1 j a A •BIAS E SURFACE SECTION D-D 1 L __-_ F a V C-C WELD +'-I. �� I // �� 2" >€ILIA 3" DIAMETER! p/��/\�/aw/�I B E �6" C-1 .� .. CRV. wELD AL WELT HOLE MC6x12 SEE NorE a %:° X C I sruD sr�_.1 SECTION C-C TO COL ` TO caL_a FRONT ELEVATION ADECREASE TO +" WHEN NLEI IS USED SECTION E-E O 2B WITH MEDIANS. WARPED GUTTER SINS A-1 APPROACH GUTTER WT r r. NA __J = iIIIr 1 I I FLOW W WEEPHME 5° LI_ <~ o BARB A-1 r B A E 9 BEHi PL TESO�HVVIIHH22EEDD a i p BARS _ - a D" C-C SUFME _ BARS e a fOR VSE OM GRADES V. C-C @ 5{EM CONK. DI-2C I- ` �i BARS F F C C I/a'. WELDED TO AM.L = 111 - IRON a 3'C-C L-M,, B WENOTE 5 NOSE DETAILS TYPE A NOW ONO BRILL BE USED WRAP CG-7 STAMOARD. I TYPE B NOSE DETAIL SHALL BE USED WITH CI BTADARD GALVANZED RATE FOR TYPE A TO BE BI CA AN ANGLE FOR USE N SAGS SECTION A -A OF 58.3q AN) IS TO BE ANCHORED WRH '/2xW STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-I. SHEAR CONNECTORS WELDED TO SENT PLATE AT 2'C-C. ROM AND Baps STANDARDS STANDARD CURB DROP INLET ��E" SMET + W 2 REASON DATE 12" - 24" PIPE; MAXIMUM DEPTH (H) - 9' 233 104.03 VIRGINIA DEPARTMENT OF TRASORTATION 302 D1� VDOT: STD. CURB DROP INLET (DI-2A) NOT TO SCALE sFE STANOMAD SL-I FOR APRICMI_RY OF SAFETY SLABS. B 3._5.. I'.MIN. PLAN SECTION A -A MIN 1 'MAX. F� 10' MAX l A L-VARIABLE - MM. 20' (' KEYED CONST. JOINT I.WARPED E 2'.p�� S. 2�_5�� S. 3..0.. 2.. 11 GUTTER B Z BARS A APPROACH a 1_ __� ... T•' BARS C }__ I BORE F BARS E �B ro - I iN3" DIAMETER ry - BARS E WEEP HOLE FRONT ELEVATION BARB F B" Y-B" 8" Burs B - - - - - - (GUTTER REMOVED) 1. IE. 1/ S. LAW- 1.Sxy1" BENT PLATE SECTION B-B TYPE a NOSE DETAIL SHALL BE USED WITH CG-3 L CC-7 STANDARDS, / Ll R LI X2'/..I TYPE B NOW DETAIL SHALL BE USED WITH CC-2 &COB STANDM05 GALVANIZED TYPE A TYPE B V • X 4" STIR SPEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN MOLE OF 68.30- TO ANGLE RON AT 2-C-C. CONNECTORS AND IS TO BE ANCHORED WITH %' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C, 2" FW. PAVEMENT DI-3A �L ,� DI-38 L DI-3C . . rF_-. WARPED PAVEMENT z � 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \VDOT SPEOFVCATION ROM AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET 1 DF 2 REASON DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) • 8' 233 104.09 05/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 8 VDOT: STD CURB DROP INLET (DI-3B&DI-3C) C14 NOT TO SCALE GPM, 29, 2C E%ISTNG OR PROPOSED SIDEWALK. SEE NOTE 1S fEXPASION JOINT BACK OF SOEWALN EXPANSION JOINT I A rBw C5-C la �C IF OF CURB �C �I RACK CONTROL . 2._2.. 5' Mat 3'-6" PLAN VIEW L.A 5.. _ 5• CALV BARS A-1 e lo• C-I BARS 6 a WC-C BARS C a e" C-c BAS A 9 BV C-C SECTION B-B COLLAR Nl BARK A-1 L 2N i'x2'/f"zV4" L-VPIEIMIE-MN(. 20' I G&2�1 M�OACM ro 5" 2'-2" '• 8" J'-0" n - SLARIF GAI WGX12 - GALVANIZED W 5 X 12 I -- 1 j a A •BIAS E SURFACE SECTION D-D 1 L __-_ F a V C-C WELD +'-I. �� I // �� 2" >€ILIA 3" DIAMETER! p/��/\�/aw/�I B E �6" C-1 .� .. CRV. wELD AL WELT HOLE MC6x12 SEE NorE a %:° X C I sruD sr�_.1 SECTION C-C TO COL ` TO caL_a FRONT ELEVATION ADECREASE TO +" WHEN NLEI IS USED SECTION E-E O 2B WITH MEDIANS. WARPED GUTTER SINS A-1 APPROACH GUTTER WT r r. NA __J = iIIIr 1 I I FLOW W WEEPHME 5° LI_ <~ o BARB A-1 r B A E 9 BEHi PL TESO�HVVIIHH22EEDD a i p BARS _ - a D" C-C SUFME _ BARS e a fOR VSE OM GRADES V. C-C @ 5{EM CONK. DI-2C I- ` �i BARS F F C C I/a'. WELDED TO AM.L = 111 - IRON a 3'C-C L-M,, B WENOTE 5 NOSE DETAILS TYPE A NOW ONO BRILL BE USED WRAP CG-7 STAMOARD. I TYPE B NOSE DETAIL SHALL BE USED WITH CI BTADARD GALVANZED RATE FOR TYPE A TO BE BI CA AN ANGLE FOR USE N SAGS SECTION A -A OF 58.3q AN) IS TO BE ANCHORED WRH '/2xW STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-I. SHEAR CONNECTORS WELDED TO SENT PLATE AT 2'C-C. ROM AND Baps STANDARDS STANDARD CURB DROP INLET ��E" SMET + W 2 REASON DATE 12" - 24" PIPE; MAXIMUM DEPTH (H) - 9' 233 104.03 VIRGINIA DEPARTMENT OF TRASORTATION 302 D1� VDOT: STD. CURB DROP INLET (DI-2A) NOT TO SCALE sFE STANOMAD SL-I FOR APRICMI_RY OF SAFETY SLABS. B STANDARD MI NOTE 1 THE TOP OF MASONRY IS TO BE LEFT FRAME L COVER SUFFICIENTLY LOW. TO PERMIT PROPER L ADJUSTMENT OF COVER ND FRAME TO GRADE BY ME USE OF MORTAR OR = BRICK AS DIRECTED BY THE ENGINEER. a 21_al L sTITMlo '• 6" c U RAT SLAB TOP AS DETAILED ON STANDARD T-MH-2 MAY B) rR SUBSTRUTED FOR TAPERED SECTION WHEN APPROVED BY •••. THE ENGINEER. ST'D.ST-I Ar 'f. .. 8�A 45• HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES t MANTITIES SHOWN ME FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAN TRUE OUAMnnES. 2 A BASE THICKNESS OF 9" WAS USED IN CONTI CONCRETE QUANTITIES. 3, INCREMENTS TO BE HOED FOR EACH ADDITIONAL FOOT OF DEPTH, 4. MATERIALS MAY BE BRICK. CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK 5. IF BLOCKS ME USED THE MWWUM THICKNESS OF SAME IS TO BE 5- OTIER TMCXNESSES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-% THE COST OF FURNISHING ANO PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BD PACE FOR THE STRUCTURE. SPECIFICATION -REFERENCE MANHOLE FOR 12" - 4811 PIPE CULVERTS ROM AND BRD�STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET I OF ! 04/20 106A1 SP6ECJ STEM 105 502 DIAMETER=•4 =8 a(2. WALL THICKNESS) 16 SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK TABLE OF MANI DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CO. YARDS 4 0.5 OMIT 1.437 5 OJ 0.785 1.699 6 0.9 0.785 t961 7 LO D.765 2.223 a t2 0.785 2.485 9 1.4 0.785 2.747 D 1.6 0,785 3,009 11 19 0.970 12 2.2 0.970 3.817 2.5 0.970 1.179 0:97a 4 90370 tlNC..E FIE 5.265 1,173 6.032 0.M2 VDOT: MH-1 DETAIL NOT TO SCALE i- .e. .i .i .a..i Cl SEE NOTE 4 . i .. a'. i A II.A 'I .i 4" I` 6'- �1 RADIUS a. e SLRFbE f. 'e BASE VDOT: CG-2 NOT TO SCALE CG-2 NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN RICE. L CONCRETE TO BE CLASS M IF CAST N PLACE. 4000 PSI IF PRECAST. 3 COTS HAVING A RADIUS OF WD FEEETT. OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RNNAL CURB, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED YUCX AS 3" UP DEPTH) N ORDER THAT THE BOTT OF CURB LL COINCIDE WITH THE TOP OF A COUI OF THE P ENT SUBSTRUCTURE. OTHERWISE THE DEPTH K TO BE LLB• AS SHOWN. NO ADJUSTMENT N THE PRICE ND IS TO BE MADE FOR A DECREASE ON AN INCREASE N DEPTH. R 5. CG-2 IS TO BE USED ON ROb1YAY5 M=EYING TIE �ENDIXXEA OF THE FOR MOOT ROSLDIVJVIN N NANUOL BASE SIBflASE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 2" %W 8" DILL D... p, p s 6 s s. • e'. SEE IOTE4 '�'•s.. s. 12 VDOT: CG-3 C14 NOT TO SCALE NOTES' 1. THIS ITEI,) MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST N RIME, 4000 PB IF PRECAST. 3. CURB HAWING A RADIUS OF WO FEET OR LESS (ALONG FACE OF CURS) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS (,)UCH AS 3" (13" DEPTH) OR INCREASED M MUCH AS 3" (19• DEPTH) I ONDER THAT THE BOTTOM OF CURB WIL COINCIDE H TIE TOP OF A COURSE OF THE PAVE ENT SUBSTRUCTURE. THMEE THE DEPTH 5 T BE 16• AS SHOWN. NO ADJUSTMENT TIE PRICE BID S TO BE ME FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-3 15 TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR Go AS SHOWN IN APPENDIX A OF THE VDOT ROM DESIGN MWWAWHNUAL. II55 FHDD 6. WINE R MRS,HIS ATHE T SROICH IS BE ME'A1TMN 10.01? sE CHANGE N STANDARDS MIME AT REGULAR OPENI BUREAU, BASE STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION SHIMP ENGINEERING 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 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDPI 2021.11.19 [FINAL SDPI 2021.12.20 IARBI SITE & VDOT DETAILS C14� 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 ABCVE 'BADE TYPICAL GATE VALVE NTS FIG. W-5 2 ACSA: GATE VALVE TYP. C1 5 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 z. 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 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDPI 2021.11.19 [FINAL SDPI 2021.12.20 IARBI ACSA DETAILS 8 ACSA: FIRE HYDRANT ASSEMBLY C15 NOT TO SCALE C15 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. 4. SET DOGHOUSE BASE" a EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL •'�4 �' i+ •' MIN. 12" CLEARANCE BE PREFORMED BY ° "' '! BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE .. OUTSIDE DIAMATER PLUS 5". 12" THICK VDOT 1 No. 58 STONE BEDDING 8"X8"N76' AND 4"K8"xi6" 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 WTH 3,000 PSI CONCRETE ON FIGURE S-1-A OR NON -SHRINKING GROUT ALLOW CONCRETE TO FLOW A MIN. WRAP EXISTING PIPE WITH 1'-O" BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING 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 IIIIIII III III IIII III III IIII III III IIIIIII NOTES: III II II III IIIIIII IIIIII IIII III IIIIIII IIIIIII III III IIII III III IIII IIIII 1, CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1—Ai LD-26 ACSA: TYPICAL MH BASE — DOGHOUSE NOT TO SCALE PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREA AS DIRECTED, MARKER LOCATION MAY BE St--. E T TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE C RATEII D _VE G AREA NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES A OVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 2�)ACSA: GATE VALVE (TYP. C16) NOT TO SCALE HUNTCO BkeaMx n m SITE FURNISHINGS —5US2IGPIES P,.•SdbNMHmmoWm PuPaBm, uaa,onttevr.aaree.rmiFq: ". 50j.214a .. Henuo.<o PO^lonl a.vlzwruas Mfllbn�InnerAlbn M191XWItCCWpp4' c5�x2 THE —To� STAPLE MITI The ever-clanrtland a"flYlG 1 codrack DgRed. Lo kIT Cotle,l>P,DYea. Lock H upl CONSTRUCTION( MATERIAL OPTIONS n 2"Eb do Round Steel Pipe .2-S 1 fl Um Bguare.I Tubing ni (RPeeuNe, Plool) LI 5/B"x2112"S,eel Flat Be((Plpeculle, Ploot) - Steel FISAHi(Varieq FlnPa In nd FIW Ba, BFGEME, SquaamblryfFkap• DINPxfloxs NA MW ST. engm -ss•wmm 31 Heli O CaNpm SC• HmgnULenglb ■ECOMMMDID UYOUT NOTES: MOUNTING OPTIONS •BIYe•Is 70• ❑ Flange Mauni(Sllown) X Minimum Spacing (6).n Mouning Hi (P)RacommenGeUSpacing o In -Ground n• Leg Emn:ions FINISH OPTIONS ❑ 1SOI5bInMw Steel — IRS SpHnRaG ,g I gr A, ❑ Mot DiPpAtl6aNanizatl ❑ Powa«cpmlm S ❑mmnapbsAC CACHE, P _ w a - his, - - ADDITIONAL OPTIONS SAP) \A0\ ❑ Hona Cem'Sovplai WON ... lcautcnrouna Plpsonl•A ODNTMIOTOR: mm v� xmM: MOMatluMinnM PGGneNaUMwE PROVIDE (2) "THE STAPLE" RACKS OR EQUIVALENT FOR A TOTAL OF 4 SPACES. BIKE RACK DETAIL C16 /NOT TO SCALE 1.5" SM9.5A ASPHALT 2.5" BM-25.0 ASPHALT BASE COURSE )00000000000000 00000000000000 6" COMPACTED VDOT #21A III III III COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED 'HEAVY DUTY ASPHALT DETAIL NOT TO SCALE 2" OF SM-9.5A SUPERPAVE 0� 00 00 00 0)0� 00 00 6" — VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 5 TYPICAL PAVEMENT SECTION \ C16 / NOT TO SCALE 4 --d4 a 4" — 3,000 PSI CONCRETE O d. 0000000000000000 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED b \TYPICAL SIDEWALK SECTION C16) NOT TO SCALE � L' 4' PAVEMENT MAP LEGEND I&I a ■ HEAVY DUTY ASPHALT - SEE ABOVE FOR DETAIL ASPHALT (TYP.) - SEE ABOVE FOR DETAIL ppwm' gd2p zu MMSIIIIIIIIII 0x� Ns, Ile FS- ,O. 46h,�,p l5 SIN °C\RISERS .. ♦..+ ,Np9i6 �\ �'pf'1Sy. Se 4, 9F -1 .]✓` IN r \+ 4 \4\ R SERS .e<'' TYPE \ BLOCK IAMENITY CALCULATIONS: �LOU p \� 1. DOG PARK 9,860 SF t °`\ 2. OUTDOOR �4 \ SEATING AREA 8,720 SIF \\°s\ 3. LANDSCAPED i�t �O��Py G-12 4 - WALKWAY 8,427 SF ;> F'�' TYPE B +� \ +4� 4. CLUBHOUSE-`N,�`'v' e'¢o��'c ,�, °be9� • ®® _ $ + 4 + POOL 11,127 SIF p:' secs r 5. LANDSCAPED n• WALKWAY+ TWE1B TYPE e SITTING AREA 9,148 SIF \4 47,282 SF ® y O AX fi' T. T. WAL a Y \ / 42 RAIL 4 o • \ =�4 860 SF 720 SF +\ DOG PARK BM,477s:eo rN UTDOOR SNACESR(1 1 + \�•_ EATINGAREARETA_ -12 - y EB \+ ,427 SF `r STIR ,c ' \ , 11 - .kc` O LANDSCAP <= IGNAc p, •�s14 SF \ ,,,....,:•_.., r ; — m° e�ry�yt e � ND GAPED ® ALK �\ a^P t + • P� 2 �T�Ii W + y, -. y. a h eJoy W. JDRAIL A 0 RISERS S¢ ED, J` 9Jp5Npy r tS RISERSX p �O?0 ob)'z�, G-12 ..0 _12 fFE �F L 5 NC WA TYPE B 465' -12 'l Q •B^ IN OWN' TWEB C.ANRI(N.'EG SEGMENTAL TYPE A • N UOOL *• � T 02 \55 W 7415 �'1.20 Tul MAX. 42 F £ �F"IS ' LOCK RETWALL G 1 ' � ROOM �� c. E B ,... .: '�. 1 •RISER \t+ SPR . + : DOOR B10 � ...• 07C . W. fiFENCE CE `• 9.80 ��` 4 ,F fl. ..: if , W=44765.00 � TYPE ;t 1 d - 11,127 SF G W��LUBHOUSE W. 6' FENCE BW=473. PAVEMENT MAP C16 NOT TO SCALE SHIMP ENGINEERING 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 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDPI 2021.11.19 [FINAL SDPI 2021.12.20 IARBI 9110111►[6l SITE & ACSA DETAILS 8 AMENITY LAYOUT C16 NOT TO SCALE Page 6H-18 September 2019 Typical Traffic Control Shoulder Closure with Barrier Operation Oigure 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 500'4190' 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 8', 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 m h 0 -35 36 + 0 -35 1 36 + Transition 1 20' 1 40' 1 Travelwa 40' 1 80' 1 •Construction Access 80' 120' 'Construction access spacing may be increased to this distance, but shall not exceed one access ner % mile. 4. The minimum length for a shoulder taper shall be 360i1 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 II 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' renters along the transition or taper sections and spaced on 80' centers' in-between the barrier panels approximately 24 inches up from the roadway surface. don: 8. The barrier shown in this typical application is an example of one method that may be used to close a shoulder of a long-term proiect. 9. The RIGHT SHOULDER CLOSED (W21-5aR) sign may be eliminated from all roadways excel Limited Access highways. Guidance: 10. If drivers cannot see a pull -off 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 Traffic Control Figure TTC-8. 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 September 2019 Page 6H-19 Shoulder Closure with Barrier Operation (Figure TTC-6.2) END �i ROAD WORK 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 10:1 RIGHT SHOULDER CLOSED N6XR x MIL65 i RIGHT SHOOLDER CLOSED AHEAD i ROAD WORK � AHEAD 2: Revision 2 - 9/1/2019 _ G20-2 M 500'± r] � TRAFFIC BARRIER BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR TYPE ' WARNING LIGHT BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR rT SEE NOTE 7 00 BARRIER TRANSITION SLOPE RATIO 300' O 0 SEE NOTE 5 FOR GROUP 2 p � DEE if SEE NOTE 3 SEE NO3 a O �- TYPE B W p s� WARNING LIGHT z GUARDRAIL w O ter'' -SEE NOTE 6 LU if rn O RIGHT SHOULDER W21-5aR SEE NOTE 1 ctosEo.' W16-VP1 Nnr x MRN OPTIONAL SEE NOTE 10 SEE NOTE 1 RIGNT sx➢uLDER W21-5bR tt4ssD AHEAD 1 1 SEE NOTE 1 RK VV20-1 - AHEAD 11�)ACSA: REDUCER THRUST BLOCK (TYP.) C1 ] NOT TO SCALE c A, alig y O 5)44" MIN. B" MIN. 17.5•B" MIN. a e'. a I 36" a 18 MIN. �17.5"� T■II NI37" MIN. NGNUT LOCKING ASSEMBLY 12"" MIN. 1 ®1 BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3, THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) NTS FIG. W-7B ID-15 ACSA: 1.5" WATER METER (TYP NOT TO SCALE TACK COAT THE PREPosm arnTRucnw MINT uYERS PROPOSED ASPHALT LAYERS EXS1 96SA¢ PRd+GSED SLBR.KE ----------- _________ COwrmm sLeORwE CONSTRUCTION JOINT DETAIL ® REMOVE EXSTHC ASPHALT LAYERS TO EXISTING WISBAH AND REPLACE WITH PROPOSED ASPI WIMMINK LAYERS ® PROPOSED IfMN 11/L INCH THICK ASPIVLT SURFACE COURSE (SEE NOTE 5) f . 4 ON ORGTER AS FELF55MT TO ABUT THEFULLTHICKNESS OF EXISTING ASPHALT LAYERS AS DEVWMED CORES ISEE NOTE T NOTES- 1. ASPHALT PAVEMENT WIDENING SHAL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VNT PROCEDURES NO BE APPROVED BY THE ENGINEER. f. THE PAVEMENT DESIGN FOR ASPHALT PAYMENT WIDENING MALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAVERS OF EXW1WO PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHML BE ADDRESSED IN THE PAYDIENT OESKN. 3. A MINIMUM OF THREE GOES SHN.L E TAKEN KING THE CENTER OF THE ADJACENT TRAVEL LINE TO OEEEMEE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE COKES SHALL BE SPACED NO MORE THAN 500 FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/p INCHES AND REEMERGES WITH MI ASPHALT SURFACE COURSE TO MATCH THIS PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REWIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJJSTED TO ADEW NI ACCEPTABLE PAVEMENT CROSS -YIN£ AND EFFECTIVE SURFACE ORMUDE 6, EXISTING PAVEMENT MARKINGS AND MMIO"BS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE NFROVAL OF THE ENGINEER. 7. FINK TRANSVERSE PAVEMENT TIE-IN SHALL COMdB1 TO THIS REOGIREMENTS OF SECTION 315.05(c) OF THE SFECFIGTIONS EXCEPT THAT AL MINTS AT TIE-W LOCATIONS SWi1 BE TESTED) USING A D FOOT STXMGHTEOGE IN ACCORDANCE WITH THE RF)YMENTS OF SECTION S15.07DU OF THE SPECFICATIONS. SE ASPHALT PAVEMENT WIDENING I I READ KD DOE STANDARDS TREEr I S I REvmox DATE FOR WIDENING SUBJECT TO TRAFFIC x VIRCVNIA DEPARTMENT OF TRMOVIRTATDN PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 22 1 /2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8M 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3 83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 ACSA: CONCRETE THRUST BLOCKS NU I I U 5(;ALE V COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 5�ACSA: 5/8"-1" WATER METERS (TYP C1 ])NOT TO SCALE METER SIZE DIMENSION DIMENSION DIMENSION A B C 1 1/2' 311, 5'0' 318. 2- 311, 5'0' 318' 3' S' MIN. 10' MIN. ' 4- 5' MIN. 12' MIN. ' GREATER THAN 4' PROPOSALS WILL BE SUBMITTE➢. DOOR HINGES I I I I I I I I I I I I I I I I LIFT HANDLE L ____ TYPICAL METER VAULT N.T.S. FIG: W-7A TD-14 ACSA: METER VAULT (TYP C1 ])NOT TO SCALE VARIES BOX WATER MAIN M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS SIDE VIEW 75' DIAMETER DRILLED OLE FOR TOUCH READ NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36- RLUMINUM ACCESS 1ATCH TO METER BOX (SEE FIG. THRU WW--7E). �2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 ]ACSA: LARGE METER SERVICE LINE TYP.) C1 ] NOT TO SCALE SHIMP 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 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDPI 2021.11.19 [FINAL SDPI 2021.12.20 IARBI 9II1�I,I,I/1 1 / I MAINTENANCE OF TRAFFIC & ACSA DETAILS 3 WP-2 DETAIL C1 ] NOT TO SCALE C17_