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HomeMy WebLinkAboutARB202100146 Plan - Approved 2022-03-04 (2)LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR - - - - - - - - INTERVAL CONTOUR 311.5 x >2� SPOT ELEVATION 311.5 TC x >2� TOP OF CURB ELEVATION 311.5 TW x >2- TOP OF WALL ELEVATION 311.5 BW x- BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT - - ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE !� HANDICAP PARKING l7� MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING _ WETLAND TREELINE X X FENCE UTILITY O UTILITY POLE m m GUY WIRE GHu OHU OVERHEAD UTILITY ucu UGu UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE 0 0 WATER METER 0 0 WATER METER VAULT FIRE HYDRANT 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 BLOCK1 Front 5' Min Side 5' Min Rear None STEPBACKS BLOCKI Front None BUILDING HEIGHT Per aDDroved ZMA201900003. building heiahts 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 SDP2021-00065 Forest TAX MAP 76, PARCEL 46AA 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 30 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 A117.1-09 and the 2015 Virginia Construction Code. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. 15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. ITE TRIP GENERATION Block I AM PM Daily Use Description ITE city 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 R/W shall be developed using the Pavement Design Guide for Subdivision and Secondary Roads in Virginia and must be based on in place material at the time of construction. VSMP PLAN Refer to WP0201800044 VSMP Plan Amendment #2, ABC Block 1 Mass Grading - Major Amendment For Multifamily (Formerly VSMP Plan Amendment, ABC Borrow Site, and prior to that Amendment, Formerly Royal Fern Phase 1) ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1"=1000' JY„MSOn nmRY �nermem Homes Clare Frances Q � 'TAn1P MnYaantn 0 .V area Park - - CPark 6 Ride Farm Q. AZALEA PARK Atalea Park Dog Park 1 W Mo 'sG 5 The Woodlands TimbenandQ Redfelds or Charlottesville v Park Apartments r -OLD LYNCHBURG ROA v mmumty Pool c. Q Cavalier CrossingJe Oj°n'� - Villas At Southern Ridge V Film Street Place v enm Apartments /--5TH STREET a� a 9 SITE I[ >� B� Albemarle County Fire Sib s ® Rescue Administration Oak HIV e. Albemarle County in .1epenmenl of Soaal. uvvo�owC o 'e«wm .rr d s14 t4� au n� ,hryv'4va 9q Ol j S �9 Calvary Chapel Charlottesville The School Kingdom Hall of Ck Jehovahs Witnesses Vv c Bch „ems. o' " Biscuit Run state Park Q Boys B Gros Club Southwood V n pnn.MVn 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 DETAILS C15 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 Hohdx,i CharloneswlleMom..- IMAGE PROVIDED BY GOGGLE MAPS SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Lic. N . 45183 I tlt� IAa,rer. FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.0T26 [FINAL SDPI 2021.11.19 [FINAL SDPI 2021.12.20 IARBI 2022.01.31 [FINAL SDP] FILE NO. COVER approved mmm 3/4/22 C1 ZMA Number and Name Parcel ID Numbers: Original Proffers X Amendment PROFFER STATEMENT 2019-00003 Albemarle Business Campus 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, Inc. Date of Proffer Signature: 1� 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°i 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 u 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: QNQk —f Lisa Beitz, Executiv director M 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°i 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 P / 20' OFFSET FOR ADEQUATE SLIP LANE SEPARATION I DEDICATION 40 0 40 80 120 Graphic Scale: 1"=40' 4' TRUCK WITNESS the following signatures: OWNER: Owner of Tax Parcels 07600-00-00-05400 and 07600-00-00-046A0: 5T11 STREET FOREST LLC, a Virginia limited liability company By: l�—& Kyle Redinger, Manager COMMONWEALTH OF VIRGINIA CIT COUNTY OF <:� 4.0 \te�- , to wit: The foregoing instrument was acknowledged before me this MA' day of 2020 by Kyle Redinger, Manager of Albemarle Land Development LLC. My Commission expires: or`. \3; 85' SLIP LANE RADIUS .5' CURB & GUTTER /-4' LANDSCAPE STRIP ' r•I M MAIAI I/ 3 ".1 N otary SEANDELLE RENEE KORTE Notary Public Commonwealth of 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 This exhibit is shown for roundabout feasibility purposes. This exhibit shows a roundabout with a 150' inscribed diameter, slip lane, and pedestrian improvements. Approximately 0.05 AC (2350 SF) ROW dedication from the eastern portion of the project property may be required for a single -lane roundabout with a 150' inscribed diameter. 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 Lic. N 45183 1 �SJt3ur�r E� FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 [INITIAL SDP1 REVISION: 2021.07.26 [FINAL SDPI 2021.11.19 [FINAL SDPI 2021.12.20 [ARBI 2022.01.31 [FINAL SDPI FILE NO. 11� APPROVED ZMA201900003 PROFFERS C2 d. Severability. if any provision of this Agreement is held to be invalid or unenforceable, such provision shall be severable and the remainder of this Agreement shall continue in full force and effect. e. Counterparts. This Agreement may be executed in multiple counterparts, each of which shall constitute an original and all of which shall constitute one and the same instrument. f. Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the Commonwealth of Virginia, without reference to conflicts of law principles. g. Project Exhibit. The Project Exhibit is not a site plan-tarthe Project, but is untended to show the general locations of itemsxeferenced in this Agreement. 2. DEVELOPER S,O LI TIONS a. Rezoning. The Developer has its modified application for rezoning of the property pending before the Albemarle County Planning Commission. The Developer shall use its best efforts to complete the rezoning from (Residential Area (R-io & R-2) to Neighborhood Model District by July 31, 2020. b. Conceptual Plan. The Developer will submit a conceptual building plan (including a rendering and/or architectural drawings) to the County's Office of Economic Development (EDO) within four (4) weeks of the Zoning Approval. The EDO will have one week to review the plan for approval and concurrence, which shall not be unreasonably withheld. c. Governmental Approval & Permitting. The Developer shall apply for and use its best efforts to obtain all governmental approvals and permits necessary to construct a building or buildings with at least 25,000 square feet of space in which to locate a Primary Business and provide Class A Office Space. In addition to the Rezoning, this includes the approval of a final site plan. d. Capacity. The Developer (including the manager and all members and partners) must demonstrate financial capacity to the County and pass a general background check, both satisfactory to the County. Such proprietary information will be provided subject to a confidentiality agreement from the County in form and substance satisfactory to the Developer. Any information provided subject to such confidentiality agreement shall be exempt from disclosure under the Virginia Freedom of Information Act. e. Res rve pac for Primary Rusmess. The Deweoper must reserve at least 25,000 square feet of Class A Office Space within Block 2, Block 3, or a combination of the Blocks (the Blocks are shown on the Project Exhibit) as like Developer and the County may -agree. This space reservation well eQntinue- for 6o months; for i-$rimir $usiness to eccupg 4 from When the Developer has obtained the later of: (i)'site plan approval or (Jo !Architectural Review Board approval for a building on either Block wi` `sufFicient space. A "Primary Business" is a commercial or industrial entity that produces goods or services locally and generates more than 5o of its sales revenues from outside the Charlottesville Metropolitan Statistical Area (City of Charlottesville and the Counties of Albemarle, Greene, Fluvanna, Nelson, and Buckingham). E Lease to a Primary Business. Subject to Subsection (e) above, the Developer agrees to lease or sell at least 25,000 of Class A Office Space to a -credit worthy Primary Business at a fair market rate or fair market value as the case be. The Developer and the County agree to bargain in good faith to satisi condition. g. Enhanced Connectivity. The Developer will provide enhanced connectivity throughout the site to provide community access from the Project's southern boundary to its -nurthboundary. Enhanced connectivity will include pathways, paved side�kk� and raised pedestrian road crossings. The final design must substantially' 'comport with the Project Exhibit. h. Dynamic Transport Pick -Up. The Developer will provide space within the Project for automobile passengers to access forrhire, hailed transport services (i.e. taxicab, transportation network partnne , AUNT vehicle, or otherwise) as shown on the Project Exhibit. i. Enhanced Bus Stop. The Developer must provide an enhanced bus stop along the Project's southern boundary to accommodate public transportation. The stop must include a glass shelter, lighting, adequate seating, and bicycle parking racks. The design and provisions are subject to the County's approval, which cannot be withheld unreasonably. j. Bicycle Racks. The Developer must install bicycle parking racks at all buildings within the Project. k. Dog Park. The Developer shall construct a Dog Park in the location shown on the Project Exhibit unless the Developer and the County agree otherwise. 3. COUNTY'S OBLIGATIONS. 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 Ajq¢" of the Project for two years from final approval of the site plan.. b. The County, by , nd through its Economic Development Office, will co - market the reserve 25,000 square foot 4 to prospective eligible Primary Business tenants or purchasers and will provide Developer with leads until the space is occupied by a Primary Business orb ars from the -final site -plan -approval, whichever occurs sooner. SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 #U Lic. 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM a 45183 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP] 2021.11.19 [FINAL SDP] 2021.12.20 [ARBI 2022.01.31 [FINAL SDP[ FILE NO. 11A ALBEMARLE BUSINESS CAMPUS PERFORMANCE AGREEMENT EXCERPT C3 U' LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING Cl 14`02'41" 1964.86 481.64 242.03 480.43 S69`20'20"W C2 20°32'06" 502.76 180.19 91.07 179.23 S44`51'01 "W C3 48°40'38" 452.46 384.40 204.66 372.94 S58`59'34"W C4 29°40'22" 481.31 249.26 127.49 246.49 N81°47'46"W C5 14`15'06" 578.08 143.79 72.27 143.42 N85°50'49"E C6 25°23'26" 119.55 52.98 26.93 52.55 N65°58'00"E C7 15'56'56" 538.87 150.00 75.49 149.52 N45°19'29"E C8 18°52'24" 401.04 132.10 66.66 131.51 N27°49'16"E C9 3*01'13" 3044.10 160.47 80.25 160.45 N19°59'49"E C10 1 °07'32" 525.00 10.31 5.16 10.31 N30°16'12"E C11 7°31'22" 200.00 26.26 13.15 26.24 S76°14'42"E C12 26*12'51" 601.62 275.26 140.08 272.86 S02°48'46"E C13 0°28'02" 1 3044.10 1 24.82 1 12.41 1 24.82 1 N21-44'27"E Cl 41 0°53'42" 1 3044.10 1 47.55 1 23.78 1 47.55 1 N22°25'19"E LI JOJ JU UU VV Oy.U4 L2 S72°02103"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 L16 N18°25'37"E 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 Lic. I �• f Mr a 45183 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 [INITIAL SDP] REVISION 2021.07.26 [FINAL SDP] 2021.11.19 [FINAL SDP] 2021.12.20 [ARBI 2022.01.31 [FINAL SDP[ FILE NO. 18.004 EXISTING CONDITIONS: OVERVIEW .K C4 � QI� �IRON SET /i - \+ \ v �\ %T� 50.00T VA+ \NNNN \ \ % \ \ \ \V A A7, `C V6 \ \\ T.M. 46C1— /,'�I// A\ ZONED: R15 /'/ //� / / �� /; /�� ;,/ �. / , i I Ik Ivv OWNER: MOU INWOOD - v / / / / / _ / SHIMP / / / ENGINEERING PROPERTIES LLC �' ` ' ' e� / / / / I I , / / 1 1 / \ r LAND PLANNING -PROJECT MANAGEMENT \ \ DB 5010 420 PLAT \ \\ \ DB PG 236 \ PLA/T // Z\ 912 E. HIGH ST. 434.227.5140/74�'—T.M. omo g>v V CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM \ o — 5TH-�STWFET�FOR/E`ST LL,C' � f D.B �� ---- ""'"`/ -- IF ___----- _, � vI // // //✓ / - 14y5-626// � B1 4573 270 I --------------- _ D.B.308-88,9 ,97 PLAT / 1 ♦ �t -- / Q I \\ V a 3 �I / III I I / A � L1c. N .45183 � \ `'U�En:q-9��/N \\----_—__ I I I - ', \ i "wPO I IiZZ V4 \\ \ i \ / 5 J'G lONAl E� MANAGED SLOPES HuoH u qwwu�`� .QO� \\\ \\\� \\\ \�\\\_ _—_—_ JI / / / — ° \ - ----------- - \ FINAL SITE DEVELOPMENT PLAN ��----___-- \\ ALBEMARLE �7 BUSINESS CAMPUS: w - BLOCK 1 \7 ,\ _ F ALBEMARLE COUNTY, VIRGINIA �/0 I SUBMISSION: / 1 F (-2 ��---=�------- I 2020.1 .O5 [INITIAL SDP] REVISION: SF/ FC/�/� / 9 \ I \\ \ • / \ 2021.07.26 [FINAL SDP] :__480 IS� 2021.11.19[FINAL SDP] ASS/ \\ 2021.12.20[ARB] O`S/ 2022.01.31[FINAL SDP[ T.M. 76 ----- - - - - _- --- -' - ,- - SIDDH LLC -- -- -- ----_ D.B.4495-584,588 PLAT -- ZONE: R4 RESIDENTIAL- ^/ FILE NO. USE: COMMERCIAL [Q .004 \ w —w =w� w —w —w \ / -_ ' / J \ nc4 5.43 AC T\ `\ d \ \ \ \ srarE�RQUTE COUNTRY GREEN 8�s �� ROAD ------ i i / / - EXISTING CONDITIONS \\ \ \ \ \ I \\ / — \ A � F \ &DEMO\ \ \ HWY GB %I-26J MRV 26R I G _ 30 0 30 60 90 480 Scale: 1"=30' / f W BOUNDARY LINE!IN °� W \\� ---\\ WAYNE P OR VIRGINIA P COLU R D ° ACCORDING TO PL -- BRUCE V THOMAS HU u� ° fR, A� V Av RECORDED IN- D.B.4457-592 `\ ` \ D.B.925-236 AN /'' `\ �- ��� IF \\ \♦I/ ,'� + v ��11 ��, \ v�v� A vvv D.B.5010-420 /'///� /' vv /�N< / v --- D.B.684149 PLAT - / \ \ \ \ o ZONE: R4 RESIDENTIAL l-I`�E: SINGLE FAMILY RESIDENTIAL 244 AC F \`' \\ \� '/ / \ r 9 \ \ \\ \\\` \ \°'o \\ `� no \ MD \ \// / / ✓ / / / / \\\\\� \�"n COST �o lop T. M . 7 6 - 5 2 P� - - ---- ----- \ V A \ A I A` \ \ S / / / / / / / / / i /'' e♦\ VA v , // / I A l � RACE, PAUL JR & VALERIE E \R\CE \ \ \ \\ \71 \ I _ -- / / / ✓ / / / /// / / N °l �' i — — aN/ 1 \\ • \ // / \ D.B.684149 P+ vim° / �d° / „ // , i_" LA / ZONE: R4 RESIDENTIAL \ ` 3 \ s USE: SINGLE FAMILY RESIDENTIAL —__/' ,',','' /' �'w! ,�"-/ ,vIv. 1.38 AC //°� u_ H— Hu �° eov vv�/ �o /`pvlSv vvv / Q�� �� �,� �� �� I I I / / / / / / / '� / /'' /'' --- ' \ V V����.♦ IRON UND \V L 1 �p , / / / / / v V / �F / � � �/ / / ///// / /—_—_ vv ♦� \\\ " '\\ o / , S80° 47 E 3.78 47 dPV \ o \ / OB .9p w \ '/ /' �i',A I 76• S,q 4v V Z � / / Mo / / / / / / — V A \ A N ?j AGO y vw /i' o/ NN vv v Vy v I \ + `kc / ♦ y \Q\ 42 u oHu—,m \ou- 34 / MAX. 2.5' HT.\— \ STAIR WALL / + -\ \ �� \ ww V A A �� �� / / / —� � Vv A v \ y�ISER T.A as � \ v----_`+V vv \V A� V A V vv \�C;���� \v \ \ �� / / �/// ///� / // / AA I I I I °`P �. vv y♦A y � v v V v w� —_ A A BW / /'��// / // it _ APPROX COCATIO / / / / / i i i ��\� _ v — / DOMINION EABE)4€N BY OTHER / / / / / / / / / / / / / / — J' - - / �_ ,3 ♦A VA A A V vA /// I / / wu / R SERS � � -�� 0�F\Q �pqQ Fj �e :> o - �U' S \ .��_� \ 1 ✓ ///' / o - _ — — FsRIVATE •1.`_ I ( i / / / ?b P� O� �P '\. i 0m^ ��uouu DOG PARK A R °o au ou v 78 / / /i////� // °d 1 i� 5 78 I I f I I / / / / /_ , se / c> \ \ ♦ \\ \ I / / -,,RISEVIX R ae v / � � �- � V � o / / / / / / s• i cab 59 / � — �/ gh�// 4 SETS OF Sc•/i/ // /i//� J F.N / (4) 6'' RISERS 56 - 'A / 0 6 ° is i z \ ` / F / I 81 \ _ ///// ,>d' F / W.�HAND/RAILS 6p -`,�''� so 2 \lll 62 �P / � 5y ( v tt �( A 5935 ��D� / ----> W, v Q O F z \ 2/ 5_ , Q �kJ��SF \ 65// / 61 598 90 y i LMAN GED SLOPES \ 0•/ , +� , sg SHIM ENGINEERING2. Y 67i / \ LAND PLANNING -PROJECT MANAGEMENT FT. WALL \ _ 16 T. SEG. \ \ / / i \ HANDRAIL 912 E. HIGH 3T. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM _ _------ \ W.A. HANDRAIL —/ MI. SEG/_ L — /°eu 66 �� 9Q \ as / / 6709�a F3 ,O� F \ FW=478.80 i u�' e� - 8 .•.�$ / /p/� 62� fi- 63 4, �I / BW-472.0 BLOCK RET. WALL / C v 4*1 ucu\ \ —_-- --_ _ B OC T. AL _ 1 \ v A � \ \/ \ \ � ` \/"� w A ucu=u •ycu. \ ''. _,a- 72 EDI—ROCK � 71 � - -- co °u 0\' o< � \�� 00 I I �. � i ' }.. I I. I / \ \ � � U � 9 Lic. N . 45183 �) \ o -- , , "-- e� a0'7 'ht�:?�C—AX. HT. SEG. \\ I 'C�V� 67 6 W a 63 - - I '' BLOCK RET. WALL I �0 � / I I E —PRIVATE — - .:.--- .. DOG PARK 78 \ - e1 6ff° • N W °u wu—am— 19) 6:, s - __ S \ _ 50 °—�°— _ �7a78 Al 71 / 65 6 I \ 25 FINAL SITE DEVELOPMENT PLAN D .,..:. .e - -_ .. 6 ie \ ._e 6 / I ✓ \ -67 ALBEMARLE �\ g \ F G \ 78 _ s� � i x 00 v F 4 7p7 v 4 5% ro �� / \ "IoERS "i5 5•`. 6 ,� ��7240x 17 .;] 66 Sx 65 F ,''>.:: ` '_, I ----_\\ I, F 8�� 9 �F 3) 6 • °9 �3q � � BUSINESS CAMPUS: 76 75 l 7 97 7fi A es-- FF6 5a6 G3 6ti / i BLOCK 1 72 1s x _ ro \ 76B6 _ / 6z Ssai1 N WALL T 4 ., — �\ m f.m 60/ /, � \ � UN IRGINIA 7� •� ,zec 7, 71 ,5 � / 7750 FF 4�853 z9 3' 7„ x7s75 / 00 u 7 0;;; W. 4 " EN , A 2° \oz:. / / / i ALBEMARLE COUNTY, V 3 71 _ w / 1 - TV 4 6'I v�AX 25' HT. / \ R MAX. 3.5' HT. SEG. 7 00 ` RP 7430 -- -- -f 7 6 FE v FFE gVOO PSS SEG BLOC \ \ 7 _ — — `. ' sa. F 2A R\ES OR s BLOCK RETWALL W. "`•:.. 7 �o'�. 77e /�74a , ...y. C 7478 (7) 6 ," z�,- - ::- ?zA 5 3 SS R F\_0 '. � i f •::, 64J�j - .�"y'- ------ 1 2020.10.05 [INITIAL SDP] F o \ \ 42 HANDRAIL 00 oa 5 4 00• 5 CLUBHOUSE 9 7485-, " RISER S NN\(5� Qp% / e �� .= N--.n —— \\ II '9S�sC >�8'.� 77 ...75 \F �a 2,800 SF 74--,ci'4•. 7`1:`' ,t>.,.;.,.: 75\i;: DOORONC. WALL g 05.s`7, ✓ - i 6 REVISION: o \ \ oo RISERS F� / - 74 FIFE 475.00 sfi 2021.OZ26 [FINAL SDP] �� //J T 4:: _ F a 6 FENCE \\ \ \ 2021 11 19 [FINAL SDP] / 7 '/F 0 —"S 7 \F • t. \F t. . BW=475 80 -�.., co,V I \ 2021.12.20 ARB x h„ 85 35 TW=475.00 R — a / so tr ` i�3 72 7115 \� ° \ I /' OS/G 202201 L \ 9- \ vs �73 #thc,, xIi wr. .31 [FINAL SDP] ` J ] \ \ '• ,. - � �g 25 as/i� — Y 7940 788 �78 eo ===777x 10 78 FILE NO. i \ \ \ \\ 77 a—ucuucu—ucuucu u�,—ucu �'II _— /18.004 ONC. ILL GRADING PLAN W. 6' FENCE \ \ \ \ \ \ I BW=473.0 �\��\ \ \ / i /------ _ ------ \\ T / 00 L ---------------\ �\ 11 II I I / �\ 30 0 30 60 90 ��l/ I 1 / I v .v � �,/ ,—v � I I v• v V � Scale: 1"=30' 480 475 470 465 460 455 450 445 440 435 430 425 101 480 475 470 465 �z 460 455 MANIFOLD TO BMP 450 oN Cl!( NM LPN 445 -- 1 STORM SEWER PROFILE AO-A5 C9 HORZ: 1"=30' VERT: 1"=10' L 1 � a 03 _ �w OrNLWO 0 or 3 m0 E____rCURRENT - -wo -- - � - WEIR \WALL N NATI - M O ­_ �� GRADE d a a +.. ---� ~ - MII1. 12"-- - -- - - SEPAF ATION - - 135.SO tF- 18 - o0 HOPE rW _ 33.05 LF 18"- HDPE DETEFIT - - oaicvo- o rnrno 00 2 AA.LF o ry _ �� 0.- O�NNO _ a --- 0 - d- �� -- 10+50 11+00 11+50 00 » 20" SUN P z_z_ zz INV-450.50 (MAINTENANCE) 5 STORM SEWER PROFILE Cl-C4 C9 HORZ: 1"=30' VERT: 1 "=10' 485 480 475 - 470 465 JIFOLD BMP 460 0 N zo 45 485 480 475 470 465 460 455 g450 12+00 z 12+5045 :ins ■ 0 . �'$�`l�l,`i ■ R.IN■ z o � (MANTENANCE)10+50 >z z 11+00 9 STORM SEWER PROFILE El-E3 C9 HORZ: 1"=30' VERT: 1 "=10' �85 480 WN 470 465 460 55 480 475 470 465 460 455 450 445 440 435 430 00 425 485 475 470 _ I 465 z 460 455 485 485 480 480 SA - ( 480 475 GRACE 475 475 _ 470 5 w N 470 m RREN 470 465 r -GRADE = o g 3 o 465 o m-- NEW _ - 465 3 460 z N- �' a GRADE -- w o - #3 STONE BEDDING 460 z - TOP=458.00- - 460 455 -100-=YR-WS€ 45- .86 NIFOLD -10-YR-WS€-456. 7 BMP 2 - 455 MANIFOLD -1-YR-iMSE_453. 450oN OUT OF 116 MC-4500 STORMTECH CHAMBERSORQUIVALENT INVERT 452.00- Nnsv. BMP 2 as 450 450 �0 _ 445 00 8" PERFORATED N-12 HDPE OR EQUIVALENT UNDER DRAIN ®0.4% z o Morn WRAP STONE ENVELOPE WITH UPPER INVERT 449.70 » zz 445 a s OR EQUIVALENT 445 440 1" a aaa -WRAFJ-140N BOTTOM=-449.00 -; -NONWOVEN FILTER FABRIC. BOTTOM=449.00 0+00 »> 440 4440 z --- 10+50 11+00 11+50 12+00 cVOa N SON a � 2 STORM SEWER PROFILE: BMP 2 C9 HORZ: 1"=30' VERT: 1 "=10' 485 480 C1A 475 GRADE z N - - 465 MIN. 12" SEPARATION 460 - 15 0� yio0VFmm R4455 �� 45' HORIZONTALS BEND @ 2.0' z - 4450 20" SUMP (MAINTENANCE) 10+5045 6 STORM SEWER PROFILE Cl-C1 A C9 HORZ: 1"=30' VERT: 1"=10' N 455 3 w z 450 00 a 445 0 z pmm � c�iC�IL'113ri� 10+00 460 455 450 a445 0+5040 10 STORM SEWER PROFILE F1-F2 C9 HORZ: 1"=30' VERT: 1"=10' C4 480 475 470 465 460 MANIFOLD 0 OF BMP 1 455 450 445 NATIVE GRADE - NEW GRADE LF o 00 77.13 LF 15' HDPE O 0.65% 11+00 O � o _ N M - v N ti 0 2T65 LF n 15° HDPE- z 3 STORM SEWER PROFILE B1-B4 C9 HORZ: 1"=30' VERT: 1 "=10' 0 Z O p g w ¢ a $l STONF BEDDING_ ' z "' TOP=467 00 - GRADE_ - (40) MC-4500 STORMTECH CHAMBERS OR EQUIVALENT INVERT 461.00 - U - UPPER INVERT o.NNo 6" PERFORATED N-12 HDPE OR EQUIVALENT UNDERDRAIN® 0.47=459.50- ornao- Q NNm oL#3 STONEL6W�UNDERDRAIN -0NE BEDDING - IS NOT IcrnNr z zz_ BOTTOM-458.0 I tLIbIbLt R-STORAGE -- - AND IS NOT MODELLED -1 - SWM DESIGN- CALCULAT' 0 fTF1M-45i.fj 10+50 11+00 STORM SEWER PROFILE: BMP 1 C9 HORZ: 1"=30' VERT: 1"=10' I!'m 480 475 470 YR WSE R WSE 4- WSE 46 460 455 450 11+5045 A4 WEIR WALL TO BE DESIGNED BY PRECAST MANUFACTURER. WALL TO BE DESIGNED TO WITHSTAND 100-YR WSE 457.86- - - -DI-7 TOP 458.00 100-YR HYDROSTATIC PRESSURE. 1.50' EXPECTED MINIMUM 6" 10-YR WSE 456.37- 40° -WEIR TOP 456.50 REINFORCED CONCRETE WALL. ° v THREADED &CAPPED 4" PVC ° MAINTENANCE ORIFICE. CAP ON 1- YR WSE 453.97 - - - - '_ - ; 36° VEE NOTCH 454.00 DOWNSTREAM (DRY) SIDE OF WEIR 5.95'° WALL. PVC PIPE ORIFICE SHALL BE WEIR WALL TO BE DESIGNED BY -> WITH REINFORCEMENT TO PRECAST MANUFACTURER. WALL 6,00' '-°PERSON FOR WEIR WALL AND INSTALLED AND BY TO BE DESIGNED TO WITHSTAND ° 5.45' a tv/�DESIGNED REFERENCE PRECAST MANUFACTURER. CAP CAN 100-YR HYDROSTATIC PRESSURE. o BE REMOVED BY MAINTENANCE EXPECTED MINIMUM 6" 2. 0; CREW TO DRAIN SYSTEM IF 3" REINFORCED CONCRETE WALL. °- ;-; LOWER ORIFICE CLOGS. ORIFICE 3" ORIFICE INV. 448.55 AND CAP MUST BE WATERTIGHT. THREADED & CAPPED 4" PVC MAINTENANCE ORIFICE. PROVIDE TRASH RACK CAP ON DOWNSTREAM (DRY) SIDE OF WEIR WALL. TRASH RACK ON UPSTREAM (WET) SIDE. INV=450.55 TRASH RACK ON UPSTREAM (WET) SIDE 480 475 470 465 460 455 450 445 1+5$40 475 470 465 MANIFOLD' TO BMP 1I 460 0 455 0 445 440 10+00 480 475 470 465 460 455 450 445 440 10+00 10+50 11+00 4 STORM SEWER PROFILE B2-B213 C9 HORZ: 1"=30' VERT: 1"=10' 475 470 S-1t M DACTED STANDARD DR 455 450 a445 10+5040 8 STORM SEWER PROFILE D1-D2 C9 HORZ: 1"=30' VERT: 1"=10' 90.0' IN N IOU IN d• SIPoICNfE 180 B. I - 1 I I WEIR WALL TO BE DESIGNED BY C3 DI-38 TOP 469.30. PRECAST MANUFACTURER. WALL STRUCTURE HAS 60" TO BE DESIGNED TO WITHSTAND 100-YR HYDROSTATIC PRESSURE. BASE. WEIR S OFFSET EXPECTED MINIMUM 6" / I FROM STRUCTURE CL REINFORCED CONCRETE WALL. / 4.50' 100-YR WSE 465.79- 10-YR WSE 464.44- WEIR TOP 464.80 4.50 0- 0 - �PERSON FOR 1-YR WSE 461.81 - REFERENCE 4" ORIFICE INV. 461.90 PROVIDE TRASH RACK STAIRS ON 3" ORIFICE INV. 458.90 WEIR WALL PROVIDE TRASH RACK :Sit 475 470 465 460 455 450 445 11 +5040 SHI mp ENGINEERINGm LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r T RH �u a Lic. N . 45183 TONAL EtAAV FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP] 2021.11.19 [FINAL SDP] 2021.12.20 [ARB] 2022.01.31 [FINAL SDP[ FILE NO. STORMWATER PROFILES lI A4 STRUCTURE & WEIR PLATE DETAIL T2 C3 STRUCTURE & WEIR PLATE DETAIL C9 SCALE: 1"=5' C9 SCALE: 1"=5' C9 485 480 475 470 465 460 455 450 441% 1 WATER MAIN —BRANCH 1 490 490 C1 o HORZ: 1"=30' VERT: 1 "=10' 485 485 485 485 485 485 485 485 480 EX. 480 480 GRADE 480 �GRAHE "- NEW C - NEW -GRADE LL -- 480 - 480 480 GRADE 3r5'�v11N -GRADE - 480 475 3.5'-MIN. 475 475 • 475 - - _ COVER 475 475 475 475 47p 28.9 LF b"-INT€RIOR-CEMENT 470 MORTAR -LINED, EXTERIOR ZINC 470 IF Fes" IUTIUT�Oa�FAAnI� 470 71.1 LF 4" INTERIOR CEMENT .COATED CLASS 52 DIP WATERLINE - RK tZtNC- 470 C09ED CLASS 52 DIP WATERLINE 470 470 MORTAR-UNED,-EXTERIOR--ZINC COATED CLASS 52 DIP WATERLINE 470 465 - 465 465 �2--DIP-W-ATE�NE 465 465 465 465 465 460 460 4650 �1 461%+00 �n1 1 AIE0 461D+00 yy 11+0060 5g 41D+00 10+5055 44 451D+00 g4..60 10+50 10+5055 2 BLDG.. 101 SERVICE 3 BLDG. 101 FIRE 4 HYDRANT 1 5 CLUBHOUSE FIRELINE Cl o HORZ: 1"=30' C1 o HORZ: 1"=30' C1 o HORZ: 1"=30' C1 o HORZ: 1"=30' VERT: 1"=10' VERT: 1"=10' VERT: 1"=10' VERT: 1"=10' 480 475 470 465 460 455 450 445 440 435 430 42510 485 480 475 470 465 460 455 450 5$45 NOTE: WATER VALVES, METERS, HYDRANTS, & FITTINGS SHOWN ON PLAN VIEW 485 480 475 470 465 460 455 450 NATIVE GRAD i- -- -------s:iw -- -� _-� - - 3:5' MIN. - CURRENT i J GRADE "r o a Q - - COVER _ .NEW GRADE —ark'., � 6 z add LF R" INTFRIOI !`FAAF IT TAR-UN€D,-EkT€RM-ZINC 44%+00 10+50 11 +00 6 WATER MAIN —BRANCH 2 C1 o HORZ: 1"=30' VERT: 1"=10' 475 470 465 460 455 450 475 470 465 460 455 55 4450 441D+00 10+5045 9 BLDG 104 SERVICE C1 o HORZ: 1"=30' VERT: 1 "=10' £URRENT -.. E NEW > GRADE =. -- 3.5' MIN. - COVER 39 LF 4" INTERIOR CEMENT - MORTAR -LINED, EXTERIOR ZINC GATED CLASS 52 DIP WATERLINE SA P 1A ri z a 48 T Q o 47 V 0 FNATIVF MAUL 471 RRENT - m o 48! 0 o n as a - = o „ L 15" STORM _ - - 41:39 LF 8„ SDR-26 ® 4.56% O z 14+50 OON - z z > 461 45 451 441 441 43� 431 N - �.. - - / +d 00 vv » 0 - MIN. 12"- SEPARATION -. o o rn 97.75 LF 8" SDR-26 0 0.80% o v e o 00 10+50 11+ 0 11+50 12+00 12+50 13+00 13+50 14+00 15+00 15+50 16+00 16+5F 12 SANITARY SEWER MAIN 1 A-5A C1 o HORZ: 1"=30' VERT: 1"=10' C/o 2A C/o c/o c/o c/o = aso 455 450 445 T z w 440 z 435 0 a 430 O z 425 420 10+00 10+50 11+00 11+50 12+00 13 BLDG. 104&105 SAN. LATERAL C1 o HORZ: 1"=30' VERT: 1 "=10' o ++� 0Q I IJ. 0�-o NATI +� ate' z A.�J QO 0DR-35 CR0 }14} lF 6 m } l 32% ? rv, rr O> ns��- � >.z. 49.00LF-6-DR 6,. LF ric — DR-35 0 o p 4 08%49.0000 LE 0 o -" 4:08 z — Z Z 460 455 450 445 440 435 430 425 12+5t20 485 480 475 470 465 460 T w 455 z 450 445 0 0 a a 440 0 z - C/1 - - UNAUL o i o S. W U a 9 0 I- o 0 - - ' -_ o 61 o�vr - as rr�S z — ,n �� >z aa z- zz - - 435 10 00 +50 11+00 11+50 14 BLDG. 103 SAN. LATERAL C1 o HORZ: 1"=30' VERT: 1 "=10' 485 480 475 470 465 460 455 450 445 440 35 12+00 4bJ 480 475 470 465 460 455 450 445 1 NATIVE ADE - - - - III rCURRENT GRADE Y/J 470 465 460 455 450 485 480 475 470 465 460 455 450 45 9OJ 480 475 470 465 460 455 450 441% Y0J 480 475 470 465 460 455 450 0$45 BLDG 102&103 SERVICE C10 HORZ: 1"=30' VERT: 1 "-10' Y/J 470 465 460 455 yy5g 4450 41D+00 10+50 11+0045 10 BLDG 104&105 FIRE Cl o HORZ: 1"=30' VERT: 1"=10' 1M1 -MORTAR-LINED,-EXTERIOR ZINC -COATED-CLASS -52--DIP-WATERLI N - - - f I —2?S— VERTICAL - B NDS - 475 470 465 460 455 450 445 44 Y/J 470 465 460 455 4a+00 10+50 11+00 500 41D5 aa 8 BLDG 102&103 FIRELINE C1 o HORZ: 1"=30' VERT: 1 "=10' Y/J 470 465 460 455 450 445 10qq +00 10+50 11+00g40 11 BLDG 105 SERVICE C1 o HORZ: 1"=30' VERT: 1 "=10' CURRENT GRADE: FNE 'I Anp Sb' MIN. rCOV LF 4" INTERIOR CEMENT .MORTAR -LINED, EXTERIOR ZINC GATED CLASS 52 _fPJNATER6M1E- 485 485 C/0 C/0 480 475 w z o o �z a N m `�" 480 475 U r- o CURRENT 470 GRAD 470 18" 5.49 LF o \TION 465 0 m 0 2g 10 rn ^ 465 o_o .SDR-35 ^ 460 0 > 460 > -- - 455 10+00 10+50 aa 11+0055 16 CLUBHOUSE SAN. LATERAL C1 o HORZ: 1"=30' VERT: 1 "-10' N � MIN. 18" SEPARATION B. WL 0 68.15 LF !,6" SDR-35 0 1.47% 15 BLDG. 102 SAN. LATERAL C1 o HORZ: 1"=30' VERT: 1 "=10' 485 480 475 470 465 460 455 450 5$45 c/O C/0 NATIVE 485 480 475 470 465 460 455 10+00 10+50 11+00 17 BLDG, 101 SAN. LATERAL C1 o HORZ: 1"=30' VERT: 1 "=10' 485 480 475 470 465 g460 11 +5055 Y/J 470 465 460 455 450 45 SHIMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r T ♦ Q� �u a Lic. N .45183 '°.po I i � t2 TONAL V, FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP] 2021.11.19 [FINAL SDP] 2021.12.20 [ARB] 2022.01.31 [FINAL SDPI FILE NO. SANITARY SEWER & WATERLINE PROFILES c 10 485 480 475 470 465 g460 11 +5055 Y/J 470 465 460 455 450 45 SHIMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r T ♦ Q� �u a Lic. N .45183 '°.po I i � t2 TONAL V, FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP] 2021.11.19 [FINAL SDP] 2021.12.20 [ARB] 2022.01.31 [FINAL SDPI FILE NO. SANITARY SEWER & WATERLINE PROFILES c 10 %\ V \ a'L + qrL \ +\ \ \+ % \9yL\ / �+ a a \ gL \ %\g.L u L\ u oNu -i \, - \ LOWNER IS RESPONSIBLE FOR REPLACINI STREET TREES IF THEY ARE REMOVED FOR ACSA WATERLINE MAINTENANCE. "L 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: 26,369 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 Total Canopy Total Symbol Planting Type Botanical Name Common Name Col. Quantity Quantity Height(ft) SF Canopy in 10 Yrs SF 0��� Large Deciduous Tree puercus coccineo Scarlet Oak 2J" Cal. 8 31 370 2960 ///''' Large Deciduous Tree Plotanus x acerifolia London Planetree 2J" Cal. 7 28 368 2576 r0 S Large Deciduous Tree Jimus americano American Elm 1}" Cal. 17 22.5 397 6749 Large Deciduous Tree Tilia americans American Basswood 1}" Cal. 13 26 191 2483 Evergreen Tree Cryptomeria japonica Cryptomeria 4-5' Ht. 8 25 123 984 Medium Deciduous Tree Acer rubrum Red Maple 11" Cal. 3 20 177 531 OOrnamental Tree Logerstroemia indica Cropemyrtle 6-7' Ht. 23 15 77 1771 OOrnamental Tree Cenci. canadensi Eastern Redbud 6-7' Ht. 7 17 124 868 OOrnamental Tree Corpus 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 Sweetboy Magnolia 6-7' Ht. 7 16 113 791 Ig 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 ® Deciduous Shrub Comus sericea Red Twig Dogwood 12" Ht. 11 8 72 792 Iv Deciduous Shrub Itea virginica "Henry's "Henry's Garnet" 72" Ht. 26 6 64 1664 Garnet' Swets p © Deciduous Shrub Viburnum nudum PVib rnumw 12" Ht. 32 6 28 896 ® Deciduous Shrub Fothergilla gardenii Dwarf Fothergilla 12" Ht. 34 2 72 — TOTAL SF: 26369 f f 1 I 1 I I I f I I I 1 1 1 I I I / I I I 1 1 I r SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ear: T 1 6 O G o f�tJS�� U JUSTT�o. HIMP T 45183 4 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDPI REVISION: 2021.07.26 [FINAL SDP[ 2021.11.19 [FINAL SDP[ 2021.12.20 jARBI 2022.01.31 [FINAL SDP[ 2022.02.21 jARBI FILE NO. LANDSCAPE PLAN x — mmm approved 3/4/22 We 11A Ci Proles'Name: Pan Numbs: Type: BOLLARDS - 15W LED ILP OUTDOOR LIGHTING 407-478-3759 www.lip-inc.com L u m a r k • Flat Top or Dome Top design with aluminum cone reflector •42"extruded aluminum housing with flush mounting base and vandal -resistant screws, optional cut down • Powder coat flnish over chromate conversion coating, available in black or bronze Prevail / Prevail XL Discrete LED • Custom color options available' • Stainless Steel housing available for Domed Top only (SS) • Internal ballast tray for easy maintenance Esi Area / Site Luminaire • Clear Polycarbonate Lens • Multiple beam spread options: 90c, 180c & 270c • 8" anchor bolts (stl optional 4", 12" & 15" • 120-277V Universal Voltage rn;:106 Typical Applications • 5 Year Warranty 2' Outdoor•ParkingLet. • walkways• Roadways - Building Areas • ETL Listed for Wet Locations #4 STEEL HORIZONTAL LIGHT POLE Anvall 'Contactfactoryfapndng REINFORCING BARS 4) Interactive Menu Product r U�� • Ordering Information pagan -mv &n ram. T nm • Mounting Details p.g•a - • Optical Configurations pages gvel • Product Specifications page4 '®m • Energy and Performance Data Pagal Product Features • Control Options II ® g� Quick Facts • 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 pr•Tell 07rl I'7?mM iS15/i6'195Nnm7 ai1L16'I6mnmIJ Fell II XL 3-1 fM [Isum�m) L17-7/8'[451harall asare'1lodmtN (P COtOPER Solutions + 7° + +.0 +. +.0 +.0 all+.0 +.0 +. +.0 0, +° _0.0 _0.0 00 +.o c. �, 0 +.0 0,0 0 F .0 +.D +0 + l 3 t •l(a. • • Walkways • Parking Lots • Boardwalks 1 SYSTEMS INFO Calculated L (TM-21) BLFT sI B L ) >50K Delivered Lumens 1,4021m 1,221 Im Total Input Watts 17W 16W Luminaire Eficacy Rating (LER) 831m/W 74 InaW Correlated Color Temperature (CCT) 4000K 4000K Color Rendering Index (CRI) >80 >80 Ambient Temperature Range 110'F 1107 Universal Driver 120=277 V 120-277 V LED Siegel dla abase Eased an BIFT-151NF0.1MI W W n(6 NDT-15yrtFAeNrvi0001C LED Lamm mtlde. e6mdm bmad an T1s21 PtoNdwa b#e light awes at 25'0 eMAst. 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B-7 (aj 3.5' +0 +.0 0. .0 v � \ 29 :•, �e' 11 57 82 3.6 36 10.0 9] 10.6 a b A-s zo @ 7.9 46 40 34\ � 1 09 , � � 0.9 30 a.5' Ai 01 0.0 0.0 0 0.0 ,--�- va ' 6 2}2.0 - SS 3 Iv vn • n Q+5® 20 ® 5 vn +.0 +.0 co +Z6 +&5 +5.5 +6.5A +1.8 +52 +.9 +.5 +62 +8.5 $ �26 °f g ir-g 3.$3.4 OB-2 (� 3.5'+ .i nva 0 .0 on A A-3 W 20- v 0 v t�3} _ ���+'1 @ D \ -1 .5 ��'t Iv es +on +0o +0 + ..Cs + i +0A ....\ +] +41 +5.8 +2.3 +Z6 +.6 +57 +1Z +1.8 0. +0 .;+. Iv y 00 no +o / 00 0.0 00 \ 01 02 0. 0] 20 22 3.9 26 pp0 - 0- §0-- 00 00 00 00 0.0 � g 0 +0 +.1 4-_`-__S.2" 3 04\tr. 99 0.5 .3 °.1 o.1 0.1 o.i oo 00 0.0 Du On + + } 'o.1 0.1 0.1 0.1 0.1 0.1 0. 0.1 0.0 Op. 00 00 o. 00 Dn 0.0 00 +0.0 .00 +0.0 +0.1 + + + + 0 +0o +0u +0o +0u 30 0 30 60 90 Scale: 1 "=30' 0.0 3 CONDUIT ° O #8 VERTICAL FORM 2' DIAMETER POLE REINFORCING BARS BASE WITH SONOTUBE OR EQUIVALENT. REMOVE 1" GROUND SONOTUBE WHEN COMPLETE. CONDUIT LIGHT POLE GROUND WIRE. BOND TO POLE BASE HAND HOLE ANCHOR BOLTS AND POLE ATTACHMENT BY FIXTURE OPTIONAL 3" BEVEL MANUFACTURER 3000 PSI CIP CONCRETE BASE GROUND WIRE PER ELECTRICAL CODE 1 I- PAVEMENT 2' �SUBGRADE GROUND ROD PER - ELECTRICALCODE - - li I_I l a - `1" PVC CONDUIT SWEEP (TYP) 6„ (4)#8 STEEL VERTICAL REINFORCING LENGTH EVENLY SPACED 8< (3) #4 STEEL HORIZONTAL COMPACTED SUBGRADE REINFORCING BARS. 18" LONG BELOW BASE 2' rl--'�LIGHT POLE BASE DETAILS C12 ) NTS 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 ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r t• U MP a Lic. N . 45183 .�� I IIZ2 �� O TONAL E� FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP] 2021.11.19 [FINAL SDP] 2021.12.20 [ARBI 2022.01.31 [FINAL SDPI FILE NO. �I 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. �O. 490 485 480 475 470 465 460 455 5 �- GIVATE DO - y-•• ooc PARK 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 1 SHRUB PLANTING DETAIL C13 Not To Scale 5 ® A 'lee allSHOUSE r' 2,800 SF 47500 "�. yx T S i s 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 113 OF ROOTBALL 3" TALL WATERING BERM 1 FINISHED GRADE ' DfA MIN U1 Q U \ES OOp 105 -e - --- -' _ v I - ----- -- - INTERSECTION SIGHT DISTANCEI- 335 FOR 30 MPH COUNTRY GR LOOKING -- _ --------__ - F-. NEW - GRADE it EX, R-ADE -------- _----------- i. —. -------- IN7-ERS€C 33 T33 13pGHT D1STgNC REENK pc LEFT — Ah 41D+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 INTERSECTION SIGHT DISTANCE PLAN 8c PROFILE C13 Plan/Horizontal Scale: 1"=50' Vertical Scale: 1"=10' 485 < 485 � N 15 LF X. 480 -3.33 - 480 55:3 LF-5 -_ - -1.82% 475 475 NEW o!$ .1 N o GRADE - n �_ �F n - pp�II 4710+00 10+50 11+0t70 7 5 ROW WAY ENTRANCE PROFILE C13 Horizontal Scale: 1"=50' Vertical Scale: 1"=10' 490 485 480 475 470 465 460 455 15+00 15+50 16+00 16+50 17+00450 I 4' 646" 6" Wooden Fence Board 4' x 4' Steel Columns for Gates 4' 6" x 6' 6" Treated Wooden 7 011 Gate finish to match buildings 18 2" x 4" Rail (typ) Concrete Pad — 101411 DUMPSTER PAD ENCLOSURE 3 DUMPSTER PAD DETAILS C13 Nat To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR #4 00000000000000000 BARS AT 12" O.C. lillillillillil� COMPACTED VDOT #21A COMPACTED SUBGRADE CD MIN. CBR=6.0 TO BE FIELD VERIFIED �DUMPSTER PAD DETAIL C13 Not To Scale NOTE: VDOT DETAILS SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL ENSURE THE USE OF MOST CURRENT VDOT STANDARD DETAILS FROM THE LATEST VERSION OF VDOT ROAD AND BRIDGE STANDARDS. GENERAL NOTES: L WE DETECTABLE WARSAW SHILL BE PROVIDED BY TRUNCATED COMES. 2, DETECTIBLE WNWIG TO BE CLASS A-] CONCRETE ICLABS A-4 F PRECAST) WTTx SLY RESWANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAW FLOOR BY 2 FOOT N LENGTH N THE DIRECTION OF PEDESTRIM TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DUES DETECTABLE WARNINGMYBEUSED WON THE NPTOM OF THE ENGINEER. TYPE A J. &MIND SCES OF CURB BANE wY BE POURED WNOLIWCALLY WITH RNF PERPENDICULAR FLOOR OR BY USING MRNSSBIE CONSTRUCTION YHJT WITH REQUIRED MS. 4. E RAMP FLOOR 1S PRECABi 1MLE5 MUST BE PROVIDED FOR DOWEL BIAS SO TINT AAO1HW FUMED SDES CM BE CAST N RUNE AFTER PLACEIEM OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. �YIUW B. IEQIfED BIAS ARETO BE N0.5 K W" ELIDED 1' CENTER TO CENON NOp .0samill Sol', WT. STOE COOF VER K.5 RAP FLOOR. Ltl-0E9TR CF RNP FLOCK. IMYY I1:1 NINE B. CURB /ORB NU LETTER ELOPE TRANSTONS ADIA ENT TO CURB NAMES ME M_UCED N PAYMENT FOR CURB / CURB AND GLITTER. TYPE B 7_ CURB NAMES ARE To W LOCATED AS SHOWN ON THE RAPS O1 As DIRECTED PARALLEL BY THE ENGNNEERR. THEY ME TO BE PROVIDED AT NTERSECTroNS WHENEVER M MCEMS E ROUTE WITHIN THE NOHT C1' WAY OF A HONINAY FMlltt OR NONEXISTECROSSES A NT. THEY THEY MUST BE LOCATED NWmMWK EIsTRANT N0bPA'W'N 9 AS SHOWN ON FILMS OR A4 DIRECTED BY THE ENOE.EERUCH� NB A1QND Mr BE IDCATEOWRD VENXE STOP LINES�ESSBU 0.WTESUBTRIC PROWEA SC 1NW5�1 AND AP RESISTANT PATH CONECTNG NL:A7T LA FMAMTY THAT CM BE APPROACHED, ENTEREDNpHUEDBYPEOERWANE.IN RNPS 1NT W: RFQD O N RADIAL O R TANGENT& MCTKN5 PROVIDEDTAUTNM X 2" XCIER TIM ONE CURB OPENING IS PLACED WITHIN THE MATS OF THE CRSSSW.W( ND "1'K EDGE EIF PAVEMENT TINT iM %CPE AT THE CONNECTION Of THE CURB ONE NG s AT XY SALE M TOP OF CUB WAY TDICUIR TO THE CURB. 4 TYNC� CONCRETE S K I$ 4' T11CN. 'MffN. TM d1RAt Rbl CANNOT TYPE C OOLLTROFnc AREFERTTo sT DMO EWW-1JW]cEN11$ NOW E AILS OR nEEAvvTTR'q` PARALLEL & PERPENDICULAR TRUCK SRKFICI FOR III TO}N N��MNC� a. WHON ARE IN 1EWIMNH SH L HE OF SHARED 7H ve• - 24' TRUNCATED DOZE c-c 0 0 00 0 0 0 0 a 00 0000 D00000000 + p aaaaaaaa 000a0a 0. .Y OO O O O OO O O O OO OO Apo 0000000000000000 SO%-ANX OF BASE ONNETER 000000000000000� N 0 0 0 O 0 O O G O O O O 000 VARIABLE B/SE OINIETER PYININ. TRUNCATED DOME PAT UH DETAIL DETECTABLE WARNING DETAIL CG-12 DETECTABLE WARNING SURFACE GENERAL NOTES HIS 2NT,0s vINM6A WPMnExr a rx/NvaRrArroH a CG-12 GENERAL NOTES C13 Not To Scale J A 5'AUNT 9BLE COST. MH. IM I AEA TRUNCATED DOES SEE SHEET ION 4 FOR DUMB TANGENT PLAN STD. CG-2 BACK O 2 20 •1 2' MN. SECTION A -A NOTE' WE SHEET EERNI`S ON WE DETECTABLE WMHNG SURFK£, PARALLEL APPLICATION TYPE C IN PERPENDICULAR ROADWAY GRACE INPERCENTA NMMIM RNP LENGTH IFFY 4" CUB N" CURB 0 1 5 2 J 5 ] 6 4 B 6 5 R 6 T D Is a B u �LROSSWALX� TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE WLECTION OF CUB TYPE AND CONFIGURATION OF WE UNITY STRIP NARY VARY TO MEET ERSNG FEW CONDITIONS MD ROADWAY OEWEWOLa RWVENO WE OYNNRIS MO SLOPES ME As NOTED. 2� , AT X. T' XFIER TXM \\ AT�.'LE'%: SMEV`A�RXTLP OF CUB MS COHNNED RPM&IEL A PORPENI INE N FOR ALTERATIONS CAN BE USED WITH AXONID PUFFER STEP. LMDNG AT BOTTOM OF TWO SLOPHO SIDES WRX 0- % SW W. DIMENSIONS. THE SHOAT PENENDI REIN TO THE STREET CAN OE FROTECTm W A LMDSCMEO SETBACK CR CONNECTED TO THE SDEW&K WRH A WARPED SURFACE. NOTE: THE REBORED LENGTH OF A PANXUL R. R BORED TO TO MET, REGARDLESS DE WE SLOPE. CG-12 DETECTABLE WARNING SURFACE REV.7/0B TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 20J.OT VNWD. DMMRENT GE TRMCPORTATNN L9:)CG-12 DETECTABLE WARNING TYPE C � C13 Not To Scale •s DOWEL%a" LUNG '4 EAL6EBIE AT 12" C-C �TRICTN 5' MN. 1Y1 MA% m= 2H YAK B 1 2' N I B TL RNP JT ISFE TIBID TRUNCATED Dom A SEE MEET 1OF 4 TOW MTNLS 5-0.. YN AIR£ TO 1MT01 F/CE OF ROADWAY CUB BICN aE CURB 20 :1 j!.4 SECTION A -A RMSIBLE cONsIIUCION DINT SECTION B-B NOTE2 FOR GENERAL NOTES ON THE DETECTABLE WANNNO SURFACE. SEE SHEET 1C£ 4. TYPE B PARALLEL APPLICATION ROADWAY GRIME IN PERCEM WWY RMP N FEEL 4" CURB LENDTN 6" CUB D 4 6 1 5 z s 6 8 N 4 4 8 2 6 D 6 6 W 15 �= a N W 4 U� — y a CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK WTE' ANE IS U060RO1 FEET. RQ1UWDLESSCERTHE SLOPE. CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION SEN. FAIR, 10106 10 CG-12 DETECTABLE WARNING TYPE B C13 Nat To Scale COI CENCRUEIT BE I A =STREET APPROACH SAME SURFACED LEI � GENERAL NOTES S' ABNN ON n&sH SWUM N AS MAYAINE ROADWAY (SEE NOTE J) � i1 (RbNa i0 PL L WHEN -7. T N WE FACE O W1m srNDIAR W-] OR CG-T. THE CLHB FACE W MB SiNYI&D 5 TO _ _ _ _ _ _ PLANS, SD'MN W PLFN51 BE MANSTEO IRO MATCH THE MCUMIBE CN / CC-2 OR CO-e L COKIGIRATIM 2, SEE STIMMO CG-12 FOR CURB RMW DESIGN TO BE SIDE." USED WrH THIS srN1oM0. - 11 NOTH 51 - - - - OPTIONAL UNPAVED SPARE LUT FLOW E O. 111 PAVEMENT EH&L BE COxSiRUCTEO TO WE R/W LINE (EXCEPT MY $UBGRNIE $TNYQAIEX -"' - --� RE ONHO YORE YMHNE PAVEMENT WNCH CAN BE J xXPPANSI. „NSN DYmED INTHE ENTWANAE.1 JCMT 4. NADI O.WB ON CONBNATION CMB ND GUTTER NOTE: WIDTH "B- 2'-0" QN AS MM&NE ROADWAY MILL ROT BE CONSTRUCTED BEYOND THE R/W ISLE REPLNSYENi POYS. EYCEOT FOR PURPOSES SHOWN ON TYPCN �AP SECTION. A PLAN VIEW ENTRANCE NOTES 5, WHEN THE ENTRANCE RADI CANNOT ICCWMOOATE THE ANI ROADWAY SLOPE UBRRWP$ =wMINF {NE TTrNEIDWKO"V FOR UI ORW'PARABOLIC UPVE 'ENTRANCEA INCREASED TO 1'. ME CC-Im0 OF DOME AL FLPAVEMENT W NPEN ezo SLOPE CHANCE ® _ - 0 THIN L. PLANS ME TO INDICATE WHEN COP STRUCIKKI OF A FLOW -m.- ROMMWAY _ _ _ _ _ IgE - NOIE T1 MEN IIEOMR.D TO PgpVOC PO4TIVE ACROSS THE ENNM�CE. ® _ _ O 7. THE N�USTEU MD MAX. ENTRANCE FAMX CHANGES SLOPE CHANCE D 9' NE lE N RE &LOI ENTRANCE GRADE TALE. THESE VALUES ISLE NOT APPLICABLE TO STREET c➢NECTDNS. TWIN ENQRIlDE INTERSECTION NOTES CO-11TION USED FOR STREET Cg NETHE W WHECONNECTION ® CONSTRUCT GENIE CHVNCSS WITH A PMAYX.K WRVE. N E NEWANCE NLX ACCORDANCE A BE THE CONNECTION POLICY µSLATE P0.1CY Mp IK MPLKAYE RECUREKNiS sroPPxc SIGHT °AND N 1AL i E0Q SECTION A - A EN`iAE'UCT CSTTANCE R OPTNN& FLOWN" MAY REQUIRE WMPpO OF A F TO P OF CUTTER TO PROVIDE POATVE MANAGE MRUC WE WORMS NTERB ALLOWABLE ENTRANCE GRADE CHANGES CLs -- S. - I MM COINCRETE SECTION C-C ENTRANCE NOLUE TRADE CHARGE '0" MWARE MA%IYW HN M91E THAN I500 VPO 03 J% MOM 'AD-NSW VPO Low LESS rxAN sW wD Is6x ex XOif1 &LOWIBLE ENTPNKE fA/➢E LAflf IS XOL APRCABLE ,0 STREET DIXNEL,KNS SPEGWrCATxN NLIWT WPEN METHOD OF TREATMENT ROAD AMD BRD(E STANDARDSW2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) RENSXIN DATE I MEET I W I VIRONA OEPMTENT OF TRMLSPORTATMM 20J.N 11 ENTRANCE DETAIL C13 Not To Scale 375 .375 1.5 & 2 4.875' 5- RESERVED- 2D R1 KING- 2D PA � � 1 4 6 3.675 3N5 J .75 2.5 012 R7-8 NO PARKING CCE$SIBL T A R7dH er�I PENALTY $100 — $500 FINE TOW —AWAY ZONE (To be mounted below accessibility parking sign) 5 HC PAf C13 Not To Scale E KING SIGN DETAILS SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 1/ T �U > Lic. N .45183 W°.po TONAL 8� FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP] 2021.11.19 [FINAL SDP] 2021.12.20 [ARBI 2022.01.31 [FINAL SDPI FILE NO. SITE DETAILS C13 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 Y EDGE OF EXISING PAVEMENT US DETERMINED IN FIELD) TACK GOAT THE PROPOSED CONSTRUCT JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 VA NCH THICK ASPHALT SCHEME COURSE (SEE NOTE 5) W MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CLWRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE MANAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THEE CORES SHALL BE THEN ALONG THE CENTER OF THE ADJACENT TRAVEL LADE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACES NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1'/ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY CITE ENGINEER. 5. THE ENGINEER MAY REWIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-N SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(N OF THE SPECIFICATDNS EXCEPT THAT ALL JOINTS AT TEHN LOCATIONS SHALL BE TESTED USING A D FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. �VppT SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFEreexcE SHEET t OF l REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 3u 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT: WP2 DETAIL_ NUI IU JUALE Face of Invert Line �Bin 18In R1ft3in T__ '� R 1 ft 6 iE I, 12 Builders Option Area may be carxrete Bottom of curb may follow slope of subbase provided a minimum S Ili 7 inches is maintained. 1ftOrt1 2110in Rolnop Curb 2�VDOT: CG-7 (ROLL TOP CURB (ROLL TOP CURB C14 NOT TO SCALE WOTH OF ENTRANCE d EXISTINO M RADFORD. 4DDA 1X OR SIDENKH SPACE EVY/NSgN .P.INi E,F R F IL 1 � 9 EXPANER JONi 1 L W .M1 EURB INDULGED IN ENTRACE GUTTER FLOW LINE AL' gaABSOLUTE EX1M'90N SNT ENTRANCE MOTH MINIMUM 12 EDGE M PAVEMENT LNTHAU uuis Cf PEE. W' LC'2 DF PEE. ACCESS ROUTE ® ' ACCESS RDUTE B1 VAAVED SPACE 1•VN-iNAvf55.'HLE= IypgVED SPACE PEDESTRIAN ACCESS ROUTE DETAIL MBITI%N T MGXi-0E-WAY 6 SE O P HE WITS OF P1NC ORI P ACCESS ROUTE OF WAY. TIXA EXISTING qt PROPOSED VWi r-DF WAY. D. ® PEDESTRUC ACCESS ROUTES FROVOE A COMIXW! NCBSIRLCIED, EifBE. FIRM GG YP IS51S1INT 4A44ea'�o PATH COMIECTING AL KCE E EI£MENTS M A FK"Tr THAT CAN BE ARROf.C11ED. ENrERED NA ?afem( ovBeuRRe,'"wsrawu wmw WwRATE AoME G'"T SECTION F-F Xf IF PEDESTRIAN ACCESS ROUTES ®AS ¢FCC A MINI ISSRREQUIRED MTNUA MEAD. ZE GROSS SLORE. I�1 HALF PLAN! C .'; WHEN USED IN GOxJVNGTIOX WITH STANDARD CC-] OR CO-T, THE CURB FACE ON T6 STANDARD IS TO BE ADJUSTED TO MARCH WANTPBLE CURB CCNEILLRATION. THE 996Y?o4'e4o PARABDLIc SECTION E-E N M NORMAL GUTTER ® ' ®. ® - A . ?86e§8v8M. i0%TO 10%CHAGE e8§8bTe4§e4 64 4S4^ PACs AT INEs.I M.D. DI 6" KGR. RISE TYPE I IM 21 E. ® 12F MA%. Y01£ POINT OF GRADE CHANGES FOR CU9 A40 GuiTER ONLY W §e So4e4-^.b O ALAI NRB AG GuiT R i A 12 Y MAXIMUM INCREASE IN SLOPE Ai NNIYVM tl' NTERVAE B xnY SECTION D-D SECTION C-C IN% 3 %NMIWIM DECREASE IN SLOPE FOR FRET VNTERVA AND B X MA%IMJM DECREASE FOR SUCCEEDING MIµMUM 1' NTERVXS SEEdFIwTION `VDOT REFERENDE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS (FOR USE WITH UNPAVED SPACE BETWEEN CURB 4 SIDEWALK) BENSIGN DATE sxEET I OF I Bog VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT: CG-9 DRIVEWAY APRON NUI IU SUALE NOTE: VDOT DETAILS SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL ENSURE THE USE OF MOST CURRENT VDOT STANDARD DETAILS FROM THE LATEST VERSION OF VDOT ROAD AND BRIDGE STANDARDS. 15-1 SHAPE T( CONTOUR OF PIPE 9 r-- SLOPE TO GRAN TO INVERT of GErtEBr PIPE \v{A' SECTION A -A E TRANSITION Pop dFFERENT SIZES OF METHOD OF TREATMENT IN DROP INLETS PIPES AREENCOUNTERED. n 4J AI/h �K NOTES' SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH \ THIS DRAWING S TO APPLY TO THOSE STRUCTURES SPECIFIED ON PUNS OR WHERE INVERT OF PIPE IS MOVE INVERT OF \ SLOPE TO DRIB) TO INVERT BE STRUCTURE. L OUTLET RPE MANHOLE OR DROP N2T IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED IERECN IS TO CONSIST OF A e PORTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS AT OR CLASS 4'EXCEPT THAT 25X OF COARSE AGGREGATE MAY IC UP TO 4 IN DIAMETERTOAND STONE BROKEN BRINK, / / I ENCOCONSIST RE BROKEN CONCRETE OR BROKEN CONCRETE HOd(. THE SURFACEIF SHALL BE LEFT BY MEANS NTROWELLING. RIDE HAND I�.: AGGRSMOOTH OF THE COMMAGWEGATE SHALL REMAIN E EXPOSED. • � ' DETAILS OF INVERT SHARING AS SHOWN HEREON ME FOR EXAMPLE PURPOSES DAY. EACH MANHOLE OR DROP INLET IS TO DE SHINED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LIES. SECTION 8-8 PLAN METHOD OF TREATMENT IN MANHOLES `v= STANDARD METHOD OF SHAPING SPOEICREN ROM AND BRIDGE STANDARDS MANHOLE & INLET INVERTS $ EET 1 BE , REVBDN DAM NZBB.DE MRGINA DEPARTMENT OF TRANSPORTATION VDOT: STD. METHOD OF SHAPING 4 MANHOLE & INLET INVERTS C14 NOT TO SCALE D-7,7A79 DETAILS OF CONCRETE COVER AND GRATE I'B DETAILS OF GUTTER AND 5'-4„ O NO.14 I BM a EEL CBS0 7. OR NO.M SUET srm GM a 7,85 %iQ.o BE METHOD OF PLACEMENT - 185./FT., ULSTM IB15, UtADE 60. 1. (IRATE A S TO BE UTL® N -GRATE A BAn OTTMUE D.ALLY NOTES BUD 1. DI-7 NO GUTTERS. 2. GRATE B IS TO BE UTLIZED N DI -)A NO GUTTER N ONE DIECTDN. LOCATIONS NORMALLY DI-7B CUTTER IN BOTH DIRECTIONS. SUBJECT TO TRAFFIC. �- -' 2. AREJOINTST BETWEEN GUTTERS AND CCMCWTE COVER '■L 3. FIXt OETMS OF LOAD CARRYING ME i0 BE DOWELED WITH N % B" SMOOTH y: X 4' L2..%2,X%' GRATE (GRATE BL SEE T-DH7, RODS a APPROX. 12' C-C TO PREVENT SETTLE- SS}}11pp YSIEEAR L2yi %2ys'"#/i' SET 1D3,0G. MENT. N LEU OF DOWELS A 2- X 4- NOTCH MAY COWEDTOR 4. CONCRETE COVER AND GRATE BE PROVIDED. DETAIL A ME TO BE FlRMSHE AS A SEE STANDARD T-01-3, 4 ALTERNATE DESIGN. ORATE TYPE SINDE LOUT. gITSDE 3. VARIABLE 2'1DE FLATTER. �B I GO rl ASKS'-0' BARS DIMENSIONS OF 'RIATE TO PLAN VIEW (FROM PLAINS: 112 REO'D.) pp 3' 4" % T' 11/I" (GRATE B). 4. DITCH GRACE MUST BE ADJUSTED TO MEET DIFFERENCE N ELEVATION. SITE LONGITUDINAL SEE DETAIL - 5. ALTERNATE METHODS OF SECTION. ANCHORING MULE WON WILL DE 5. F DEPTH (DI BECOMES LESS TIEN 4" LENGTH lif ACCEPTABLE IF APPROVED BY THE ENgNEEIR. OF WINGS ARE TO BE EXTENDED AS 61RECTED y/ BY THE ENGINEER. SECTION A -A SECTION B- S. CRATE AND OOLVR ME To BE GMLVANEED. 8. CURTAIN WALL TO BE LOCATE AT THE END OF GRATE N THE PAVE DITCH NOT ABUT UL THE THER b BIR SPACING CHART ]. CONCRETE COVER MAY DE dMNNILE T ISLE NOi MUTTS BY OTHER APPROXIMATE QUANTITIES GRATE DaQSDN PRECAST OR CAST N PLACE. CONCRETE IEINFORCNG TYPE . A B 8. CONCETE TO BE CLASS M F CAST 7. F NORIMAL DITCH GRADE S TOO FLAT TO ALLOW CLASS A3 STEEL IN PLACE4000 PSI F PRECAST. FOR ADJUSTED GRACE TO HET A SPECIAL 0.423 C. Y. GET NHS. E 3' GUTTER DETAIL WILL BE REAR& ON PLANS. a' DITCH FLIP TO DE PARALLEL TO YM" 2'ro 1.a' gmjr t l -D" �. ION« _ D Ei}ETj_ T-Q" _ i i SECTION A -A SEE NOTE 4 E NOTE 3 + SEE NOTE 3 .-4• , SEE NOTE BOTH SLOPES FLAT ONE STEER SLOPE �A ONE INTE TE SLOPE 'Sol 41NLET _ .. _ �E drOl a W Er 4,A" �'SO" = qj N GUTTER GRADE BACK IP BERM 1C TO BE PROVIDE D I - ADJUSTED TO MEET AS DIRECTED BY THE 5t6 HET ELEVATION ENGINEER (d-7A ONLY). TYPICAL ELEVATION sEE NOTE 3 SEE N0� f ME "icn cR DAN SEE NOTE 4 SEE NOTE 3 n OR RATTER ONE STEEP SLOPE -OE FLAT SLOPE BOTH SLOPES STEEP APPRO%MATE WNRITE6 APPROXIMATE QUANTITY FOR ONE OBTAIN WALL, LONGITUDINAL SECTION MEASURED FROM BOTTOM OF CUTTER CONCREIE q-] DI-7A DI-78 (WHEN INLET S LOCATED CLASS M ABOVE NORMAL DITCH GI CONCRETE CLASS M 0.241 CU. YES. (GU. YOSI NONE L2R 2.148 SEE NOTE 8. XVOOT SPECIFICATION ROAD AND BRDGE STANDARDS STANDARD MEDIAN DROP INLET REFERENCE SORT 2 OF 3 REVISION DATE 12" TO 42" PIPE 241 104.23 MRGINA DEPARTMENT OF TRANSPORTAIRCH 503 :)VDOT: STD. MEDIAN DROP INLET (DI-7) C14 NOT TO SCALE W 1 r COVER A L ' ❑ ❑ ❑ `, CONDITIONS A "Cl ❑❑❑ ❑❑❑4) A i ❑❑ 1111 %W. O. T. OO LETTERING OPTIONAL 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑% I NIX Y ❑❑ ❑OC ` e ❑S. ,A CORWEIGHT❑_COVER ORD YIC L -A . W. PLAN TOP AM SECTION A -A �" MIOaIED 24R " DIE. 1' COVER B 22f'DIA - TRAFFIC OF,�� Q1--6�-I F-X� :- CONDITIONS MACHINED 1R, iq❑ 0 a ❑ L7 %, 20' OA y4' R r CL[7 •91 �•�-'jl7'1TA-r a Xv A OULPTpN4,R"ILD 1, TjA" OA _ \, ❑ ❑� ❑ I-(Y' APMtOx. wEKNT it❑I D ,' COVER 105 CBS. ± FRAME TOP EITHER COVER A OR B MAY M USED WITH FRAME. APPROK WEIGHT 32" W 17 ar OVER ITO USE. +11 MMNIFED Y.-MMI k I WADI SECTION A -A SHEET 4 OF 5 aDDa STANDARD MANHOLE FRAME AND COVER 224 REv. ]/D2 3G2 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.04 6 VDOT: STD MH FRAME & COVER C14 NOT TO SCALE CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N MADE. 2. CONCRETE TO BE CLASS AT IF CAST N MADE, 4000 PSI IF PRECAST. 3. COMBINATION CURB 6 WTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CUM) SHHL BE PAD FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED MANAGE LAYER. THE BOTTOM OF THE CURB AND GUTTER ? l BE CONSTRUCTED PAR&I.O. TO THE SLOP SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, S. ALLOWABLE CRITERIA FOR THE USE OF CG-6 15 BASED ON ROADWAY CLASSIFICATION AD DESIGN SPEED AS SHOWN IN APPENDIX A Y' R BE THE VEST ROAD DESIGN MANUAL. D NOTE: MERE DIRECTED IN PLAN, MATCH GUTTER CROSS SLOPE TO PAVEMENT CROSS SLOPE (TYP. 2%1 IF A D B. A tl A D 6• 2'-O„ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM DE THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINMN DEPTH OF T' IS MANTANED. NLN o RILL COMBINATION 6" CURB & GUTTER 602 REV. B/GIB VIRGINIA OEPMTYENT BE TRANSPORTATION 20L03 DI-3A 3B, 3C i E%PI VDOT: CG-6 NUI IU $SCALE EXPANSION KEYED COMST . EMS DINT r BM G 0r M B `2 I f_ < AR, 34 I I 77 2•_0•• 3•_ •• 5' MIN, PLAN SECTION A -A M. P MAX. hA KEYED COMET, MINTL-VARIABLE - MAX. 20' r- 2L�J-0" 6•• 2•_6•• �B 6•• 3•_0• 2WIW2 WE TER UTTAPPROER iv TER u -______________ ___B S C BMa FBADS E I.�BWy' OIPIAETERmwEEP MOLE FRONT ELEVATION BAPSF(GUTTER REMOVED) }/4, aX(A" BENT PLATE . SECTION B-B TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 b CG-7 STANDARDS / R L2%z'x2%¢..MIA.. TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 b CG-6 STANDARDS. GALVANIZED TYPE A TYPES %4" x C' STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO MOLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH''/z• X 4" STUD STEM NOSE DETAILS WELDED TO AND PLATE AT 2-C-C. 2 MPR. PAVEMENT DI-3A i L _ DI-38 L DH3C . � •;. --WARPED PAVEMENT FLOW FLOW I 6oid/\-1 1 DETAIL WHEN USED FOR USE ON GRACES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \VDO SPECIFICATION ROM AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET l OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' z}} 104.09 09/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 :::8�)VDOT: STD CURB DROP INLET (DI-3B&DI-3C) C14 NOT TO SCALE DI-2A 2B. 2C EXISTING OR PROPOSE SIDEWALK. ME NOTE Z EXPANSION JOINT BAD)( OF 9DEWAilf EXPANSION JONT �A rSAc?C 1a I-►C \\\0 )FADE OF CURB J< 1TI , I CRACX CONTROL 2. 2._2.. 6' .-C 3'-6" PLAN VIEW A GALVANIZED MC 6 X n I 1 - 1 I 2. 6.. _ CALV BARS A-1 Ole Ci BM59 a 10" C.( awe" c-C av0 C-C IN SECTION B-B COLLAR BARS A-ll, II,L 21/i•p211E"XI/4• CALV. EACH - • .F SURFACE GNV. MCBX1 •2 IF WARPED SECTION D-D BARS E SURFACE a 6" C-C WELD 1•_9. RIFEPE B B BAS B W DIAMETER a 6'• C- GALV. WELD ALL WEEP HOLE BAPS E MC6x12 WE' X L EE xpre a c cI_ SECTION C-C CO"'EG'' TO COL. A ADECREASE TO T' '. FRONT ELEVATION WHEN INLET IS USED SECTION E-E -2A M-25 WITH MEDIANS. WARPED GLITTER BARS AT APPROACH GUTTER J I ' 7" 1.. UP PL - EARS A w e _ - m WEENOTE S. M ., 11 L 2YM62�a%V4.. o BRAS A-1 F SEE NOTE 8 BENT'CTES '�' OpEACL '1I BARS UNITS W a to C-C FOR VISE ON GRAMS M1• C-C BADS C •./4" 4iEM COW. ' L 9" C-C S WELDED TO ANGL / ph2C I'~�I 3- BARS F P IRON a T C-C f TYPE B L_-, I _-J - TYPE AACDE NOSE DETAILS a0z I I FLOW WEPNOTE 5 - TYPE A NOW DETAIL SHALL BE USED WITH CG-7 STANDARD. _ _ I TYPE G NOSE ATE F SHALL BE USED WITH CC-6 STANDARD. - GALVAMZED PLATE FOR TYPE A ANCHORED BE BEj{T DN ST ANGLE FOR USE N E S SECTION A -A °HEAARR IMS-CONNEECAND TOR5 WELDED TOOREBEENITIrKA'TAE XAT 2 CDC. BOTH SIDES TO BE 6YMETRCAL FOR STEP DETAILS SEE STD ST -I. ROM AND BRIDGE STANDARDS STANDARD CURB DROP INLET REEFE�pI SMET 1 OF 2 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233 104.03 VIRGINIA DEPARTMENT OF TRNMSPORTATKN 3112 VDOT: STD. CURB DROP INLET (DI-2A) NOT TO SCALE EE STA DMAD SL-I FOR APPLICABILIT' OF SAFETY SLABS. B STANDARD MI NOTE' 1 TIE TOP OF MASONRY IS TO BE LEFT FRAME 6 COVER SUFrI ALLY LOW TO PERMT PROPER L ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR = BRICK AS DIRECTED BY THE ENGINEER. U n KKG, A • I� °• DT DT FLAT SLAG TOP AS DETALED ON STANDARD T-MI-2 MAY BR o SUBSTITUTED FOR TAPERED IONENCWHENAPPROVED BY THE A�ST'D. ST-1 •'. SPA 45- HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES' L OUANTITES SHOWN ME FOR MANHOLE WITHGUT PIPES. THE AMOUNT DISPLACED BY PIPES MOST BE DECANTED TO OBTAIN TRUE WMTITIES. 2. A BASE THICKNESS OF 9' WAS USED IN COMPUTING CONCRETE WANTITIES. 3, INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK 5. IF BLOCKS ME USED THE HAMMUM TMCKNESS OF SAME IS TO BE 5', OTOR TMCXWSES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3- J. WHEN SFECFEO W PLANS THE INVERT IS TO BE. SHAPED IN ACCORDANCE WITH STANDARD 15-1, THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE GO MACE FOR TFE STRUCTURE. =.PECIFlCAnON EFEI'ENCE MANHOLE FOR 12" - 48" PIPE CULVERTS vEDn ROAD RIND BRIDGE STANDARDS _. VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET I OF 3 04A2O MGI ftM CO-3 DIAMETER -4'-B'V(2 • WALL THICKNESS) SECTION 13-11 BRICK CONCRETE OR CONCRETE BLOCK TABLE OF OUANRTIES DEPTH GROW MANHOLE CONCRETE MNE BRICK CONCRETE CONCRETE FEET THOUSANDS CU CU. YARDS37 4 0.5 O.7a5 JaS L43J 5 0.7 0.785 1699 6 0.9 OJ 85 .961 J LO D.795 2.213 9 1.2 0,785 2m.485 9 1.4 0J85 2,747 NO 1:6 0Ja5 3009 3009 11 IT L9 0.90 12 2. 0970 3455 3.0E IS 2.5 0.97D 4179 N, 2.0 0.970 4.5u 15 3.1 0.970 4.903 % SA 0970 17 4.0 1.173 6.032 INCREMENT 0.45 0.662 VDOT: MH-1 DETAIL NOT TO SCALE 2" IT a. a. 'i .a G .a .,d I .'FIT ''A SEE NOTE 4 .r ..6..a . 6-.UW a..a a. <..a- , a a.a II.FA. Ti ..a 4" I " RMUS a. ;d Y: "a . SURFACE a 'd B/SE L.a 11 VD0T: CG-2 C14 NOT TO SCALE CG-2 NOTES' 1. THIS ITEM MAY BE RECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST N PLACE. 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 3O FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) M INCREASED MUCH AS ]" (21" DEPTH) N ORDER THAT THE SOTTO OF CURB ILL COINCIDE WITH THE TOP OF A COURSE OF THE P ENT SUBSTRUCTURE. OTHERWISE THE DEPTH S TO BE 1B" AS SHOWN. NO MJUSTKHT N THE PRICE ND S TO BE MADE FOR A DECREASE OR AN NCREME N DEPTH. 5.CG-2 S TO BE USED 04 ROMgWgAWYS MEETING THE APENwx An15FFT0RIE WONT ROOD DESIGN MANUAL. BASE SUBBASE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION ° ° P' R S' ° .' N. • e• SURFACE '.n. •'.° SEE TOTE 4 BASE b:. n. V. I SUBBME 12 VDOT: CG-3 C14 NOT TO SCALE NDTES 1. THIS ITEM MAY BE RECAST OR CAST N MACE. 2. CONCRETE TO BE GLASS M F CAST N PLANE, 4000 ISO IF PRECAST. 3. CUB HAVING A RAWJS OF 3QU FEET OR LESS ULONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REWCE AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH M 3" ITS" DEPTH) ORDER THAT THE BOTTOM OF CURB WL COINCDE H THE TOP OF A COURSEOFOF THE PAVE T SUBSTRUCTURE TTHEWIPRICTHE RD S TOSS MADE 1FOR A OELREASE OR ADJUSTMENT NCREME IN DEPTH. 5. CG-3 S ME TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CC-7 M SHOWN IN APPENDIX A OF THE WOT ROM DESIGN MANUAL. 6. E THIS STNNTTIDDIEEMTTD 5 TO BE TITEp NTp1,1�IED%AESTA�1IfG11 10OR TIEPCHAIGE BIRSTAMMOS MIDEEAT RdGULNRN OPEIWG& STANDARD 4"CURB VIRGINIA DEPARTMENT OF TRANSPORTATION SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �U MN .4457183 1 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP] 2021.11.19 [FINAL SDP] 2021.12.20 IARB] 2022.01.31 [FINAL SDP] FILE NO. SITE & VDOT DETAILS C1� GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 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 4•IMI INITIAL BACKFILL—,,4VMI UNSTABLE 8. a e e" $OIL\ MIN. MIN �. IN MIN. #68 STONE =O GRANULAR FILL AS z APPROVED BY ACSA (ABLE SOIL OR ROCK' STABLE -SOIL OR ROCK - 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 PLACE 5' GALVANIZED " WITNESS " POST *ITH CAPPED ENDS PAINTED BLUE IN REMOTE AREA.: AS DIRECTED, MARKER LOCATION MAY BE SUBJE T a TO HIGHWAY DEPARTMENT APPROVAL. NOTE: HYDRANT MUST BE FINISHED GRADE EQUIPPED WITH CHARLOTTES- V1LLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MI) 2' TO 10' o ADJUSTABLE TRAFFIC RATED 18"-22" II VALVE BOX W1 .LID 7 CU. FT. ALOE BOX z U #68 STONE � a Z � 42"MIN 6" GATE '::,I VALVE 'tom 8.. %6.. TEE II 2500 P.S.I. CONCRETE BASE AND THRUST iN.•y', q } M J. GATE VALVE BLOCK AGAINST \\V/I UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED O)� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. WATER LINE I� NOTE 1. SURROUND WEEP HOLES PATH GRAVEL AND KEEP FREE OF CONCRETE. 2500 P.S.I. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT CONCRETE THRUST BLOCK E d 2'x 2' BEARING AREA. ( INCLUDING DITCHES )d 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. d e d' IT IS NOT ALLOWED IN THE DITCH. d 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. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES AB0bE - E TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL GATE VALVE N.T.S. FIG. W-4 SITS FlG. W-5 c.OMPRE3'40% , ]/A OR APPROVED ODUAL No No DUAL SERVICE SINGLE SERVICE IF - LL ':HALL RE USED ON Pvr. PI-E FOR USE ON ATTAMEC SINGLE FAMILY RESIDENTIAL SERMCES OR DUAL RESIDENTIAL ANO IRRIGATION 5ERNCES 2' R " ^^MPRESSIOF . 3/4 MALE PPE CQUPNNG ,PPR a EQUAL FOR USE ON IYTACHPJ 9Nd FAMILY RESIDENTIAL SERVICE WIERE AN IRRIGATION METER I_ NOT PROMCm VAi, IE. —VALVE BOX TO METER BOX (SEE FIG. W—( THRU W--7E). `. -2" COPPER WATER MAIN �L Fl7TIr.I, \ " 4` CI 4 PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS cAsr IRON uc FlM9VE0 TIRADE NQTE`_,: A GATE VALVE WILL BE4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. HALL Lw"" —MEIR A SERVICE LINE TO CONNECT AT MAIN WITH X"X4"TEE. YPLi£ I ' Lam~ BOX (INLET A' OUA REFER TO FIG.W-3 FOR THRUST BLOCK DETAILS ON TEE. AA' WN TLEi) cUPRTR:£TIFR A REFER TO FIG. W-S FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. ;a n6R: e:,_Puxe� A NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. A USE 2500 P.S.I. CONCRETE. \—CORPORATIC N STOP :f3'r1.`'`'' ..1. •`.'i>;:"S) -BVICN AS 14FIN.SNECESSARY SAND 0R OAST UNDER ROX AxN SYTIFR LJ-WCH �ytN 4" DIA ER GMM PPE :s' 4 ;T"'F LONC STONE POCKET, 1607 �t WNMLM MOMESS) f%,+.;:`TINS{Y?.":N'.- .j'a�a"�'I\ SPEC. ?Nl NO iY AGGREGATE TYPIrl-AL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A LARGE METER SERVICE LINE NTS FIG. W-6C PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. . .. °. <' COVER LIFT NOTCH 14 1/2" 12 1/2"' 12 3/8" A VARIES 4N DIAMETER BRANCH VALVE BOX AND VALVE SET DOGHOUSE BASE EXISTING SANITARY .J. PLUG ON CONCRETE BLOCKS SEWER PIPE VARIES DOGHOUSE OPENING SHALL MIN. 12' CLEARANCE BE PREFORMED BY BETWEEN • y- O ®1 44 MIN' A SAW MANUFACTURER OR AND STONE EXISTING WATER -�{ a SAW CUT IA FIT PIPE _ 6" MIN. 4°!•° "; X PLUS OUTSIDE DIAMATER B" MIN. f 17.5'� a, 12" THICK VDOT CAST IRON LID WATER MAI RESTRAINED JOINT FITTINGS ! No. 68 STONE BEDDING 18" METER BOX SOUR CO AND 4"BLOCK' .: .. .. ..: ., � .. .a . - . .. SOLID CONCRETE BLOCKS .. .... tea... ..... . CENTER W RISER WALL (4 EACH) A SIDE VIEW �� so" -I ON-LINE DOGHOUSE MANHOLE BASE (TYPE nBr.\ FILL DOGHOUSE OPENING 1 36 J MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE BE d' ryry1 N1I� d d c C ON FIGURES�DAAS SHOWN OR NON -SHRINKING CO NCRETE GROUT ry^ ti .P VARIES THREADED COUPLING 18" tB MIN. PVC SLEEVE BRASS NIPPLE AND PVC 17.5•� _O CAP ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A 7.1 6" EXTENSION B -I LUBRICATE ALL THREADS V-0- BEYOND MIN NBASE NEOPRENE GASKET MATERIAL .r" - 37" MIN. THRUST BLOCK Tp OF STRUCTURE BEFORE FILLING THE OPENING �NEOPRENE 6" .... T ( ) CORROSIVE STRAPS, IB ON NO ���/// DOOR HINGES T METER BOX SEE flC. W-% NON PIPE SLOT A VALVE BISS(— EACH SIDE OF OPENING r ----- 12' MIN. 'AINGNUT LOq(ING ASSEMBLY NO. S7 STONE I t (2 PLACES I 1.75' DIAMETER DRILLED r 12'3,0 MIN. CAST -IN PLACE I UHOLE NI SFOR TOUCH READ M.J. FITTING\ 3,000 PSI CONCRETE BASE 2" PIPE SLOPED FOUNDATION SECTION VIEW C i TOP VIEW VARIES VARIES 2" BRASS PIPE ...NOT I BYPASS TO DRAIN IF GRADE ALLOWS ES: NOTES: NOTES: \ 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW 1 A 1-3/4"DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. 3" DIAMETER FLAT \WATER MAIN AND VALVE 2' THREADED TAP FLOW TO THE EXISTING PIPE. () I BEARING SURFACE 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. UNDERNEATH ARE SAME SIZE 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR —IN —PLACE VAULTS SHALL BE 4". PLUG 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" LIFT HANDLE MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". L---------------- 24' X 36' 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE ALUMINUM ACCESS WATER PROOFING COMPOUND. DEAD END BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN TYPICAL METER BOXES _ HATCH (TYPE A, �) ACCORDANCE WITH THESE SPECIFICATIONS. (5/8"-1" METERS) TYPICAL METER VAULT TYPICAL MANHOLE BASE TYPICAL METER VAULT (1 1/2" METER) TYPICAL BLOW -OFF ASSEMBLY SHOWING "DOGHOUSE" INSTALLATION NTS N.T.S. NTS N.T.S FIG. W-7 FIG. W-7A FIG.W-7B NTS FIG. S-1-Ai FIG. 'W-8 TD-13 TD-14 TO-15 TD-19 TD-26 METER SIZE DIMENSION DIMENSION DIMENSION A B C 1 1/2' 311, 5'0' 318. 2- 3'1' 5'0' 3'8' 3- 5' MIN 10, MIN. ' 4' 5' MIN. 12' MIN. ' GREATER THAN 4' VKUVUSALS WILL BE SUBMITTED. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM irLic. N . 45183 A�O I 1�14L� �fAIA FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP] 2021.11.19 [FINAL SDP] 2021.12.20 [ARBI 2022.01.31 [FINAL SDP] FILE NO. ACSA DETAILS � C1� LIvIl WIDEN TRENC ACCOMMODAI ANCHOR IF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 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 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 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 81, 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.56 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 3.55 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.55 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE &SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3 TD-3 ACSA THRUST BLOCK DETAIL NOT TO SCALE FINISHED GRADE MITI=f F1=T11=ITI- FT-, T-lTl� fT=n r=1T1=7 fT=n r=1T1=7 T]s Ill Ill III III III II TRENCH �. °• REDUCER < � 2500 P.S.I. CONCRETE THRUST BLOCK - - - - - s __________________ UNDISTURBED SOIL g 9 18 MN PROFILE VIEW UNDISTURBED SOIL - EDGE : s ---- OF TRENCH --- ° 24' MN. -------- - ----- 'a REDUCER 8" MN. 2500 P.S.I. CONCRETE THRUST BLOCK-♦a- S" MR - - - - - - - - - - - - - --e - i - - - - - - - - - - - - UNDISTURBED SOIL - EDGE OF TRENCH ''�° 24" MN. NOTES: PLAN VIEW • NOT TO SCALE m NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3D TD-7 NOT TO SCALE HUNTCO Nkem� a� ae nG n� 4= _-d� oKa�m m Pa ew,ma ana mm�rc m.aime n.mml,�: ,,, y�.¢iaanss io x�mco.com Pamaca, o,.wxo-oses Dxomcwuad, c612b x 2 THE STAPLE I ThGe clamlclitiple"slyle 1 bike ma Is POINand City Cotle appm d. Lock Napl CONSTRUCTION/ MATERIAL OPTIONS C 2- 1.. Round Si Pipe pbawnl 1 7x SSpuale5leeliubinD (%PeauXe,ProoO ❑ Wx21/2-51ael Flat mi Roof) -Steel Flanges (ValieO Flangewln-GmuM R&Ball Flange bpuw•NdngBMlq• DIMENSIONS �a] NA mw -M'W,gm -s.s'wem -"Height O CU00m Size xelgppLengm RECOMMENDED UVOOP NOTES: MOUNTING OPTIONS °Blke'Is )U' ❑ Flange Mounl(Sh.ii) IMIN...Si (6).WMouPIing Holea (n Ra mimxle6 Spacing ❑ In6lound 11"Leg hfemione FINISH OPTIONS ❑ MUSIoniesSleet Nbonn Flnlan ,g J''�` ❑ "D PPee Gaiwmze _ ... ❑ P wCoanng V R ❑ mGmogaenacaanng IIL J S KS:` ae --48- ADDITIONILOPTIONS (72) 92) 1>e1 kP% ❑ Range Cow,(.Ilisbleal a00niwwlcoaonmuna DIp•aMy) CONIRICTOR: JOB: NGTEE: MawlacMW InM WHI.Hari 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 6" COMPACTED VDOT 21A 00000000000000 # III III III COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED '4 HEAVY DUTY ASPHALT DETAIL ,C16 /NOT TO SCALE 2" OF SM-9.5A SUPERPAVE 0°°°°°°°°°°°°°°° nnnnn 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN, CBR=6.0 TO BE FIELD VERIFIED 5 TYPICAL ASPHALT SECTION \ C16 / NOT TO SCALE e PAVEMENT MAP LEGEND ■ HEAVY DUTY ASPHALT - SEE ABOVE FOR DETAIL ASPHALT (TYP.) - SEE ABOVE FOR DETAIL -, IE RW1E P>6 CWN ��E` POno /y a e 4" - 3,000 PSI CONCRETE O o°o°o°o°o°nnnnno°o°o°II 4" - VDOT #21A BASESTONE I- 11- COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED 6 \TYPICAL SIDEWALK SECTION C16 /NOT TO SCALE 56111110 o \ p Y eta a i r^ - \ °c\ 9• TYPE1 'i r< \\ \ \ BLOCK 1 AMENITY CALCULATIONS: °� p + 3 4* 1. DOG PARK 9,860 SF Fh p \ �% °`\ 2. OUTDOOR SEATING AREA 8,720 SIFTT, 3. LANDSCAPED ,r ° c-iz (� *\+ T, °• WALKWAY 8,427 SF {, a`'N• TYPE B 4. CLUBHOUSE .N� 7` SaE.REa�s �h,'oy ® r + \ 4\ + POOL 11,127 SF FgE 31 '�'4 ANA ED \ g, Og.�OS AOP 5 5. LANDSCAPED \4 WALKWAY+ TYPE1g • TYPE B m SITTING AREA 9,148 SIF ° \ 47,282 SF V 0 SF 720 SF CHARGING ef DOG6PARK OUTDOOR - s ACES (TYP) `• - a� SEATING AREA c-12 (DW e . - O . 427 SF PAR \ L�A1�NDSi sIGNAc s-fps oa` 14 SF CAP +\ •:.•• ---s ti. - " 900 ( ALK `' mo e9syti eon L ND CAPED ID �� ^z�4 �. NN ITTINO A EA b 0 m PM TxPE B ARKIN �TYPE BFFE 40550 NAM 1, $' Sy 5 TYPE A ' , /� 6 3 � • • � - W9'YO 02 / A. .,H� i s • :.." , - 11OL TIE GE1BROOM NMI RVIOTom(\NS , �` TYPE C I J d - 111127 SF �LUBHOUSE 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 }Gr ♦v N4P> Lic. N . 45183 A�O 1 1I 9 �4i R�Nwi° FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP] 2021.11.19 [FINAL SDP] 2021.12.201ARBI 2022.01.31 [FINAL SDP] FILE NO. �I SITE & ACSA DETAILS 8 AMENITY LAYOUT C1� M ork Beyond the Shoulder Operation (Figure TTC-1-1) MOT PLAN FOR ABC BLOCK 1 MULTIFAMILY Proiect Narrative Phase 1 shall include all work that can be completed on the Project site without encroaching on the shoulder. This involves grading and beginning new entrance construction. Use MOT Standard TTC 1.1. Phase 2 shall include all work on the Project site that requires shutting down the shoulder. This involves constructing the site entrance and new curb and gutter along . Use MOT Standard TTC 6.2. Phase 3 shall include all work on the Project site that requires shutting down a lane of traffic. This involves pavement Mill & Overlay and utility installation. Use MOT Standard TTC 23.2. Site Notes: 1. Signs W20-1, W9-3R, W9-2L, W4-2R, and G20-2(V) shall be mounted on posts. 2. All striping shall be painted within 24 hours of laying new pavement. 3. During Phase 2 the contractor shall maintain 11' travel lanes in both directions. 4. If edge lines are removed, a temporary edge line shall be installed. Maintenance Of Traffic Plan General Notes 1. It is not the intent of this plan to enumerate every detail which must be considered in the construction of each stage but only to show the general features necessary to provide for proper handling of traffic. The construction techniques ultimately used by the Contractor are to be reviewed by the Engineer. The Contractor shall submit traffic control plans not expressly outlined in the Virginia Work Area Protection Manual for approval at least 30 days prior to performing the work. No deviations from the plans will be allowed without prior approval from the Engineer. 2. The phases in this sequence of construction shall be followed unless the contractor submits an alternate sequence and secures the approval of the engineer for a sequence which will both expedite construction and lessen the effect of such construction upon the traveling public. Portions of roadways in the different phases may be constructed provided they do not interfere with existing traffic flow and/or do not cause any delay in project completion. 3. Under no circumstances will concurrent construction left and right of any lane be allowed unless otherwise directed by the Engineer or shown on these plans. 4. All work is to be performed in accordance with the latest revisions of each of the following: the 2011 MUTCD the Virginia 9 9 supplement to the MUTCD the 2011 Virginia Work Area PP 9 Protection Manual, 2020 Road and Bridge Specifications, 2016 Virginia Road and Bridge Standards, and as directed by the Engineer. 5. At the end of each day no more than 2 inches grade difference between travel lanes will be allowed during construction of the proposed roadway. 6. The clear zone is to be free of stored materials and parked equipment. See the Maintenance of Traffic Typical Sections for the required clear zone. Also, horizontal and vertical sight distances shall not be impacted by parked construction equipment. 7. All areas excavated below pavement surfaces at the conclusion of each workday shall be backfilled with aggregate base material to form an approximate 6:1 wedge against the existing pavement surface for the safety and protection of vehicular traffic as outlined within Appendix A of the Va. WAPM 2011 (latest revision). All costs for furnishing, placing, maintaining, and removing the 6:1 wedge shall be included in the price bid for other items in the contract and no additional compensation will be allowed. 8. Existing pedestrian access shall be maintained during construction. If existing condition cannot be maintained a pedestrian diversion or detour shall be installed meeting ADA requirements. 9. The contractor shall provide temporary drainage as required to prevent ponding of the water on the roadway and adjacent properties. Any temporary drainage on the project is the contractor's responsibility. The cost to install temporary drainage structures is to be included in the rice bid for other 9 P items in the contract and no other compensation will be allowed. 10. The contractor shall maintain a minimum of 2 lanes 11 ft. wide, with the exception of pavement overlay operations. All lane closures to be proceeded by variable message sign notification of closure. When one lane of traffic is maintained, said lane is to be 14 ft. wide including 9 P utter on. 11. All travel lanes shall be asphalt throughout construction unless otherwise approved by the Engineer. 12. Only uniformed law enforcement officers are allowed to directed traffic through an operating signal (see section 46.2-834 of Highway Laws of Virginia). Flaggers do not have the authority and shall not direct traffic through a signalized intersection. 13. When proceeding from one phase of construction to another phase, any existing or construction pavement markings that conflict with the new traffic pattern shall be eradicated and re -striped accordingly. 14. The contractor shall be responsible for maintaining any existing signs, unless otherwise advised by VDOT Engineer to remove or relocate. 15. Existing signs no longer applicable or in conflict with intended traffic control shall be removed or covered with opaque material. All other signs are to be maintained. 16. The contractor shall submit a Traffic Control Plan to the engineer for approval prior to the beginning of each phase. The Traffic Control Plan shall show all necessary traffic control devices, including signs, pavement markings and channeling devices. 17. All permanent pavement is to be constructed through the base course only in the initial stages. The final surface course is to be applied prior to switching traffic onto the new location or as approved by the Engineer. 18. The contractor shall review with the Pengineer pr oject the final plan to maintain traffic for all phases of work. Any significant changes in Phase of Construction will require approval of the Virginia Department of Transportation (VDOT) Traffic Engineer. Minor adjustments of the maintenance of traffic plan shall be approved by the Project Engineer. 19. All signs mounted to Type III Barricades shall be crashworthy and shall be in accordance with the 2011 Virginia Work Area Protection Manual (latest revision). 20. All protective devices shall be in place to protect all signal foundations and poles prior to exposing to traffic. 21. The existing posted speed limits shall be maintained during construction unless otherwise approved by the engineer. 22. The Contractor must have at least one person certified in Work Zone Training at the Intermediate Level to design and at least one person certified at the Basic Level to install and maintain the work zone. 23. Flagging operation shall not hold traffic longer than 5 minutes without approval of the Engineer. 24. The Contractor shall provide notice to the Police, Fire, and Rescue, and the School Superintendent 48 hours in advance concerning all detours and road closures of any nature. 25. The contractor is responsible for coordinating the construction, signing and traffic management plan with other adjacent project under construction. 26. No traffic pattern switches will be allowed on Friday, Saturday, or Sunday and/or the day before a holiday or as directed by the project engineer. 27. A suitable foundation shall be provided for channelizing devices and all associated cost shall be included in the price of Group II channelizing devices. 28. The contractor shall maintain a minimum of one 11 ft. wide lane in each direction at all times, except during temporary lane closure or as directed by the Engineer. 29. All pavement markings and traffic flow arrows are schematic only. The actual location and application of pavement markings shall be made in accordance with section 512 & 704 of the applicable VDOT Road and Bridge Specifications, the MUTCD, the Virginia supplement to the MUTCD, the Road and Bridge Standards or as directed by the Engineer. Public Communications Plans and Transportation Operations Plan Notes Each lane closure will be governed by the times established by the Regional Traffic Engineer and the Traffic Operations Center as shown within the contract. The contractor and VDOT are to coordinate in notifying the public of proposed Lane Closures. The process developed by the Traffic operations Center for this purpose is as follows: a. Contractor submits to the Project Manager or Designee planned lane closures for the following week by 3 P.M. on Tuesday. b. Project Manager or Designee submits planned lane closures for the upcoming week using the Lane Closure Form. This form is to be submitted to the Traffic Operations Center and the Culpeper District Public Affairs office by Noon on Wednesday for the following week. c. Traffic Operations Center is to review the planned lane closure schedule and return it to the Project Manager or Designee by 9 A.M. Friday. d. Contractor to update the Project Manager or Designee of planned lane closures a minimum of 24 hours in advance of proposed lane closure as previously scheduled. e. Project Manager or Designee to advise Regional Operations Maintenance Manager of proposed lane closure. Project Manager or Designee to have VA -Traffic operator enter data in VA -Traffic and to update the Traffic Operations Center daily during lane closures activities. f. The Culpeper District Public Affairs Office will use various media publications to announce planned lane closures. g. The contractor shall contact Traffic Operations center, (540) 332-9500, when lane closures will be placed and once they are removed. The process to notify the Regional Traffic Operations Center to place lane closure information on the 511 system and VOIS will be: a. Contractor to advise VDOT project inspector and/or Construction Manager of planned lane closures a minimum of 24 hours in advance of proposed lane closure. b. Construction Manager to advise Residency Maintenance Manager of proposed lane closure. Maint. Mgr, to have VOIS operator enter data into VOIS and also advise Smart Traffic Cneter. The following is a list of local emergency contact agencies that shall be posted in clear sight in case of emergencies: Virginia State Police (varies by project location), 911 Center - 911, Haz-mat Center (if spill involved) - 911 Procedures to respond to traffic incident that may occur in the work zone: P Y a. Contractor to notify Virginia State Police, VDOT Inspector in Charge and Regional Traffic Operations Center. b. Depending upon severity of incident contractor may have to cease work. P 9 P Y . Y c. Upon arrival on scene, Virginia State Police to determine response necessary to allow traveling public around incident. d. Inspector to notify Construction Manager/Area Construction Engineer of incident and take pictures as necessary, especially pictures of contractor's Work Zone to verify the proper set up. Process of notification of incident to be followed is: Contractor to call: Project Maintenance of Traffic Coordinator (Inspector) TBD (VDOT) Project Manager (Construction Manager) TBD (Site Contractor) Area Construction Engineer TBD (VDOT) Residency Administrator TBD (VDOT) Regional Work Zone Safety Coordinator Forester Wright 540-569-6985 Regional Traffic Engineer Jamison Strasser (VDOT) 540-829-7411 The Virginia State Police report of the incident will be reviewed by the Area Construction Engineer to determine if any modification of the Temporary Traffic Control Plan is necessary. If it is determined that it is necessary to alter the plan, then a meeting will be called with the contractor, VDOT project personnel, VDOT traffic safety representatives and the Virginia State Police (if necessary) to discuss modifications and implementation of any improved traffic control plan. Typical Traffic Ctnurol Work Be3•ond the Shoulder Operation (Figure TTC-1.1) NOTES Gmdance: 1. The minarivan distance between the sign and work vehicle should be 1300'-1500' on Limited Access highirays, and on all other rotadlrgls 500'400' where the posted speed limit is greater than 45 mph, and 350'-500' where the pasted speed limited is 45 mph or leas. Op1iom 2- The ROAD WORK AHEAD (W20.1) sign may be replaced with other appropriate signs such as the SHOULDER WORK fW21.51 sign. The SHOULDER WORK sign may be used for murk adjacent to the shoulder. 3. The ROAD WORK AHEAD signs may be omitted where the work space is behind a barrier- more than 4 feel behind vertical curb (Standard CG-2 and CGfi) on urban rail s. or outside of the clear zone for all other roadways. For clear zone values sce Page A-4 of Appendix A. 4- For short-term- short duration or mobile operationsr, all signs and channelizing devices may be eliminated if a vehicle with activated high-intensih, amber totaling, flashing.. or1 oscillating lights is deed. Standard: s. 4ehtele hazard warning signals oats shall not he used instead of the vehicle's ht h mtensnv amber rotation, flashing, or oscillating lights. Vehicle hazard warning signals can he used to supplement high -intensity amber rotating, flashing, or oscillating lights. 5. If the work space is in the median of a divided highway, am advance warning sirn shall also be placed on the left side of the directional roadway. Typical Traffic Control Shoulder Closure pith Barier Operafon (Figure TTC-6 NOTES Gadaice. 1. Sign spacing should be 1300'-1500' far Limited Acers higk4TTs For all other roadil the sign pactng should be 500'-300' where the posted speed limit is greater than 45 mph, and 350r_500'whae the posted speed limit is 45 mph or less Standard: 2. On dnided highways hasng a median wider than 8'. right and left sign assemblies shall be required. 3. Groan 2( hannekring device soacine shall beat the following: Group 2 Chanaelizing Deuce S Location SPaarrB speed Lar:t 1-ph) Location Spaa"n speed Lenit (mph) Location Spaca9 0 35 36 . speed limit IrmPh) 0 JS ass. e -35 36. Fran9eon 3Y 1 40' 1 Travell I I 'Caalna o Acres so' 1 12U 'GonstrrAm access may he indexed In this distLal on shall rot exceed me aoess V. mile. 4. The minimum lens h fora shoulder tapnf shag be 360" on Limited Access highways. and `.4 L for all other roadnays (see Note 7 of TTC-5 for values of L). 5. Rhen the barrier transition slope is on a horizontal alignment. the total offset shall be prorated around the cusp in lien of a straight -tine slope. 6. End treatment of a barrier in order of preference: a. Ahem guardrail exists. attach to barrier with appropriate fixed object attachment. b. ' hew cut slope exists, bur, barrier into cut slope and proxide for drainage as needed. c. Extend end of barrier eutil v is beTond the established clear zone (see Figure 1 an Page A- 4 in Appendix A for clear zone vanes). d. Rhen barrier end is inside the established clear zone. 2h ennamr senire Ts I Ts IT Pe or Type shall be used. ContxtL&D StandardslSPeaal Design foraPProved attenuators '. Barrier panels 8 inches in width:md 1.2 inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and Braced on 80' centers along the paratiel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic tens sheeting. The light at the beginning of the barrier rat 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 deinaton shall be spaced on 20' centers along the transition or taper sections and spaced on 80' centers' in-between the bonier panels approxiza ly 24 inches up from the roadway surface. Option: S. The barrier shone in this typical application is an emm to of one method that may be used to close a shoulder of a long-term project. 9. The RIGHT SHOLT.DER CLOSED !W21-5aR) sign al be eliminated from all roadways creep€ Lntited Access hishtways Guidance: 10. Ifdl rannotsee a pulloffama bn'ond ale closed shoulder, n faTnation regarding the length of the shotdder closure shall be provided in feet or mils, as afrytropimre- 11..in ememso npull-ofjarat should beprovided per Semen 6G.1 S and lomiporvn Traft Cal Figure 7TC-S 1: Rennie 1-"2015 2: Rrv1dn 2-9,121 Typical Traffic Control Lane Closure on a Tero-Lane Roadwgy Using Flaggers (Figure TTJc?3.2) 2 GTFs G ldmtca. L Sign spacing disiaae should be 350'-500' when the pasted speed limit it 45 mph or less, and 500'400' where the posted speed hill is greater than 45 mph 2. Care should be exercised when establishing the limits ofthe work -ow to mature mtrdmmnpossible sight distmmce in adtxmce of the flagger station and transition, based on the pasted speed limit and at least eeqquual to orgmarer dean the wities in Table 6H-3. G meralh'spmking, motorise should hate a clear line afsiPhr oat the . is anbal sign ro rile a er. 3. Ta maintain of latent 1ru�rcJlaw in a jla�irrgapemaorc on a rwvlane madwoy, ire Irtavmum time moratistsshmdd be stopped atal station is S minutes for hash vol roadwa)a iaverage daih' traffic of 500 ar more whicies per di to a maximum of I ' minutes far low volume madame fie than 500 vehicles per 4). For additional information see Section 6E.0"= Standard: 4. Portable Temporary Blank Strips (PTRS) shall be used as noted in Section 6F.99.-' 5. Flagging stations shag be located far enough Le advance of the work space to permit "aching a c to reduce speed and'or stop before passing the work space and allow safficieuI. d stance for Tdepatna 'ttraffic inlan the left e to retina to the light lane before reaching opposing tree affic (s Table 61f3 on Page 6HS). 6. All flaIll shall be state certified and hair their certification card in their possession when performing Bagging duties (see Section 6E.01, Qualifications for Flaggers). 7. Cone spacing shall be based on the posted speed and the Values in Table 6H4 on Page 6H-6.' S. A shadow vehidewith at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-1I0' n advance of the first workcrew. Option: 8. A SLOB` 21-V 10 svn' ma be n tins area to gate advance wsaltang of tbe opffation ahead b<• slowing approaching traffic prior to readsing the flaPgeer station or crucial nal Guidance: 9. 1 the queue of traffic reaches rile BE PREP-IRED TO STOP elit3-4) sign then the stgns and if used ate shml be ramdflured atgreata distance'. 10. When a hi9hwrn'-rail cmang casts wraun or opsneain of The transition area and it Is anncipxe d that queues resahmg from rho lame closure might extend through the highwm-rail grade crossing, the umpatl7rr To r control anitt should be extended so that the transition oreaprecodas the highwa)'-rai! mussing lane tgaeTTC-56for additional m(ormation on highwvr-rad cravtngs). Standard: 11, it night. Bagger stadow shallot illuminated, except its emergencies (see Section 6E.08). o> 12. Codes mop be dinvneted when using aapilot vehicle operation a when the total roads width is 2D fat alas. 13. Fir low -volume sihntionswith shoat work zones on straight readsays witere the flaeger is wsibleto road Standard;' la. Rhen used', three portable tent tumble (FIRS) strips shall be installed across the entire aas el Line adjaceut to the BE PREPARM TO STOP (R3-4) sign. The pw-table I rmpoo an i umble snips shall be monitored and adjusted as necessan during the work shift to ensure proper yyIacement on the roadway. Rhen the PTRS are installed, the R111BLE sTRIP> .1,iB=AD M, 2u- t-.6) stem shall also be utilized. I: Relwm 1-4,120115 2: Rtwa n 2-912019 VEMENT NOTE 89 - 120' WORK VEHICLE W20-1 O SEE NOTES 2 AND 3 Shoulder Closure with Barrier Operation (Figure TTl _i _ G2o-2 (V) sum. IIIIIIIIIIIIIIIAR RIER FLARE __�TRAEFIC BARRIER RATE Speed Lml[ imphl, Sups Rona 70 221 65 2" ea 191 55 17:1 E0 I&I 45 141 1&I 35 11:1 <30 I" LRRIER PAh EL SEE NOTE 7 IRRIER DELINEATOR SEE NOTE 7 j BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR i SEE NOTE 7 VBARRIER TRANSITION SLOPE RATIO 300. O.K� SEE NOTE 5 FOR GROUP p DEVICE SPACING r SEE NOTE 3 a o TYPE w ITL i��], d WARNING LIGHT z w " GUARDRAIL RI NI w SEE NOTE 6 a W 9WDLLG w SLOS[D ""0"'" SEE NOTE t W21.99R i W Ill-VP1 lllllllll� OPTIONAL O SEE NOTE 10 SEE NOTE I i AXW2L56R - SEE NOTF 1 RWD RDRD RIaRN -i � i ,YERD KM n 2: Rrvivna 2-9.1•'2019 Lane Claim a on a Two -Lane Roadway Using Flaggers (Figure TTG23.2) PTRSSPApNG I' K"VER TO CENTER) POSTEA'SrAMOR1' SPIID mu a4o atPn to Peer n -saueH IaFF-Ex = W dPH 9a FEET PTRS SEE NOTE 4 RGADWAv CENTER LINE PTRs l t SEE NOTE 4614 h 1trvivaal-441*15 2: RrAdn 2-99n919 - GI (v) -5t10. 5a-Im. BUFFER SEE TABLE CH-3 -BC•120' SHADOW VEHICLE REQUIRED _ BUFFER SEE TABLE 6H-3 _5a'-100 FLAGGER STATION SEE NOTPS 2. 1. 5 all SEE VOTE I SEE NOTE 1 # D4 SEE NOTE 1S SEE NOTE 1 SEE aaw SEE Nt71� NOTE 1 ,tu< 1 lhi :7 1 SHIMP ENGINEERIN G2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM #U Lic. N . 45183 1 Ilm & FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCKII 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 2022.01.31 [FINAL SDPI FILE NO. MAINTENANCE OF TRAFFIC DETAILS C17