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HomeMy WebLinkAboutSDP202100065 Plan - Revision 2022-01-31 (2)LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE r BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY - - - - INDEX CONTOUR - - - - - - - - INTERVAL CONTOUR 311.5 x >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 >2p BOTTOM OF WALL ELEVATION - ....... - STREAM - - STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT - - ROAD CENTERLINE FRONT OF CURB BACK OF CURB I CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE !� HANDICAP PARKING l7� MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING 0 WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m (D GUY WIRE oHu OHL1 OVERHEAD UTILITY ucu ucu 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 A FIRE DEPARTMENT CONNECTION GAS GAS GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. ALBEMARLE BUSINESS OWNER/DEVELOPER 5th Street Forest LLC 250 W Main Street, Suite 201 Charlottesville, VA 22902 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING Neighborhood Model District In accordance with the Application Plan and the Code of Development of ZMA2019-00003, approved by the Board of Supervisors on October 7, 2020. Special exception to waive the requirement for a Neighborhood Model District to have a minimum of two housing types approved by the Board of Supervisors on October 7, 2020. Overlays: Airport Impact Area, Entrance Corridor, Steep Slopes - Managed SDP2020-00066 Albemarle Business Campus - Initial Site Plan granted conditional 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 BLOCK[ Front 5' Min Side 5' Min Rear None STEPBACKS BLOCKI Front None BUILDING HEIGHT Per aDDroved ZMA201900003. building heiohts 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. Backfiow 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 At 17.1-09 and the 2015 Virginia Construction Code. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. 15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. ITE TRIP GENERATION Block 1 AM PM Daily Use Description ITE Qty In Out Total In Out Total Total Multifamily (Mid -Rise) 221 128 Units 12 34 46 34 22 56 696 GREENSPACE & AMENITIES Greenspace & amenities shall comply with conditions of approved ZMA20190003. 20% of Block 1's area shall be in greenspace and amenities and 20% of Blocks 2-5's area shall be in greenspace and amenities. Block 1 Amenities: 44,257 SF required. 47,282 SF provided. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. FIRE MARSHAL NOTES A knoxbox is required for each structure. Location to be coordinated with the fire marshal's office staff. FIRE FLOW Total estimated fire flow at existing hydrant on Country Green Road is 1,244 gpm. AWWA Q20 calculation not provided, indicating insufficient pressure drop for Q20 at time of testing. VDOT NOTES 1. VDOT will only maintain within drainage easements to the extent necessary to protect the roadway from flooding or damage. 2. A Traffic Maintenance Plan (TMP) is required to obtani a permit to work within VDOT Right of Way. The TMP shall be prepared by an Advanced Work Zone Certified person, certification card and verification number is required on the TMP submittal. 3. Pavement designs for areas and entrances in the 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' Jln n.. niugr, Apanmenl Homes 3 w°a 9 �y,Pa P. 5 The Woodlands 0 of Charlottesville Claim France. Q o ; J lea Park- - -.rk&Ride = v AZALEA Nap Roofs F.,,, \ PARK Azalea Park Dog Park Timberland Q � - t004ft GeA` Park Apartments LID LYNCHBURG ROAD ? Ids- ImmunlryPool e Cavaller Crossing tv �'♦ f andmw "4, ,1- Villas At Southern Ridgel� " Fihh Street Place9 Apartments �TH STREET of 9 SITE s` .ks �c ® Albemarle County Fire Sth Rescue - Admiisstmllo n Oak Hill !' Albemarle County epartmem or Social. ® g"a'P 0 a.uw,oavea a rF V,r9q �Oee°°atl�4n � 4 �ryv'4v �ryv'4v Calvary Chapel Q 1 Chadottesville Kingdom Hall of 0Jehovahs Witnesses d F We = �, kky` ttioniy s Authority aF 'unsm.. � n°me°�• '° a The School0 e.11nW'l° BISCpiI [tun Sate Polk Q Bays & Girls Club 0 Southwood 9m= 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 Holiday In L] 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 tlzz r�,�J� 'rTisTAT. J 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. COVER C1 Original Proffers X Amendment PROFFER STATEMENT ZMA Number and Name: 2019-00003 Albemarle Business Campus Parcel ID Numbers: 07600-00-00-05400, 07600-00-00-046A0, and 07600-00- 00-046FO(portion) Owners: 5`I' Street Forest LLC and Region Ten Community Services Board, In1cc.. Date of Proffer Signature: S ePie^ 1 `t 2020 10.17 acres to be rezoned from R-2 Residential to Neighborhood Model District 2.88 acres to be rezoned from R-10 Residential to Neighborhood Model District 0.58 acres to be rezoned from Commercial Office to Neighborhood Model District Total: 13.63 acres to be rezoned to Neighborhood Model District 5`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 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' SIMPROVEMFiNTS: 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: (7� Lisa Beitz, Executiv irector 43 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`h Street Forest LLC, dated April 15, 2020 (the "Performance Agreement"), as it may be amended in the future pursuant to the terms and conditions thereof. (Signature Pages Immediately Follow) 2 20' OFFSET FOR ADEQUATE Z////// SLIP LANE SEPARATION I 4' TRUCK WITNESS the following signatures: OWNER: Owner of Tax Parcels 07600-00-00-05400 and 07600-00-00-046A0: 5Tu STREET FOREST LLC, a Virginia limited liability company By: Kyle Redinger, Manager COMMONWEALTH OF VIRGINIA CIT COUNTY OF sAe , to wit: The foregoing instrument was acknowledged before me this h1}" day of S e_�ai�ct moo; 2020 by Kyle Redinger, Manager of Albemarle Land Development LLC. My Commission expires: ok� \ 3" 85' SLIP LANE RADIUS .5' CURB & GUTTER /-4' LARD - APE STRIP 1 r•I M MAIAI I/ 3 IF1kfI 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. SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 4y0' I � U MP 9 Lic. N . 45183 .O I 1 ZZ 4A4 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA Key SUBMISSION: Area on project property 2020.10.05 [INITIAL SDP] that may be required for roundabout improvements REVISION: 16' LAN E / — — Parcel boundary 2021.07.26 [FINAL SDP] 150' INSCRIBED DIAMETER 2021.11.19[FINAL SDP] DEDICATION / 2021.12.20[ARB] 2022.01.31 [FINAL SDP] 0 40 0 40 80 120 Graphic Scale: 1"=40' 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. FILE NO. APPROVED ZMA201900003 PROFFERS C2 d. S7rAg 1 f any provision of this Agreement is held to be] iovalid, o>bl, such provision shall be severable land the remaindet oreement shall continue in full force and effect, e. Counterparts. This Agreement may be executed in multiple = teach of which shall constitute an orWhal olwhich s7ralltp a one and the same instrument. $ IGb ern' law,This Agreement shall be governed by and construed �he w1the laws of the Commonwealth of Virginia, without referenceltd-dorl ' ts,oflawprinciples. lS - IP�'eg4.x1&biit `I he�Prcject Exhibit is not a site plan-(or4 a Project, uua µs�g�tttemd�dl to s6owl the general locations of items referenced in tliis reement -a. ReThe-Developer has iWmodified application for rezoning of the prop before the Albemarle CounAy Planning Commission. The evelop ahall� rise its best efforts to complete the rezoning from Resuianiia) � (R-io & R-2) to Neighborhood Model District by July 31, 2020. b. 'ConceptnabPlan. The Developer will submit a conceptual building plan ((including fa rendering and/or architectural drawings) to the County's Office o"cia iomicl Development (EDO) within fo ►fir (4) weeks of the Zoning Approval. The EDO will have one week toJreview the plan for approval and concurrence, which shall not be unreasonably withheld. c. Governmental Approval & Permitting. TheDeveloper 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. Cam The_eveloper (including the manager and all members and maist �monstrate 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 agreenaen]dm the County in form and substaimee satisfactory to the De'vGlaper ?in information provided subject t� uch confidentiality greemen a exem � oo1n disclosur_e�tmder the Virginia Freedom of orma R R rve pa f r Prim Rusmess: The eve L er must reserve At � are feet of Class A OfFice�arewitbinBock 2, Block 3, or al m i of the Blocks (the Blocks are_ 8 ►own on the Pro'ec Eachthe heveloper and the County ma �. This space reae�v lea w}ll continue for 6o months fora i s ng to c� �l}py from_whenl the Developer has obtained the later, of (i) site plan approval or (Jo (Architectural Review Board approval for k h'�g on either Block - _ = sufficient space. A "Primary Business" is acr5mmercial or industrial entity that produces goods or services locally and generates more than 50 of its sales revenues from outside the Charlottesville Metropolitan Statistical Area (City of Charlottesville and the Counties of Albemarle, Greene, Fluvanna, Nelson, and Buckingham). ti Uase to a Primary Business. Subject to Subsection (e) above, the Developer grees to lease or sell at least 25,000 Q Class A Office Space to l�llmy.U�,. rimary Business at a fair marker r� or fair market value The Developer and the Countyagree#q bargain in good s condition. g. Enhances Connectivity} The Dev€lamer �1 rovide enhanced connectivity throughout then& to pro ds clammum access from the Projects southern boundary to its boundary. Enhanced connectiV include pathways, p��k , and -raised pedestrian road crogknjo. The final design must-kubstanhWo�rt w1�t 'ffid YProl�ecE Exhibit Transport Pick -Up. The Developerwil vide spacewithip the- Pr jest fora obile passengers to access for -hire, hailed transort sLervl kk�.e. , transportation network partne , AUNT vehk , or Cthe g 0 as om on the Project Exhibit. i. ',enhanced Busp. The Developer must prodid_e-an enhanced bus stop along the Pro1.1tt's southern boundary to (accommodate public transportation. The -stop must include a glsss 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. a. The County, by and through its Economic Devment Office, will create collateral material to provide to its consultant, Rj Strategies, to market retail spa�w lopt',�k 4 of the Project for two - eat final approval ofl the sitelan `ill-ie County Jb} and through its2 Economic Develoyment Office, will co--- market th resew 25,000 square of "pa to VFopective eligible PiiimaU teenx�ants or purckas� prime Developer with l �e ce�igoccupied by -a o r five years from the al gFlanapprovsl whichey_e; occurs stoner. 3 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 IZ� 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 JARB] 2022.01.31 [FINAL SDPJ FILE NO. We 11A ALBEMARLE BUSINESS CAMPUS PERFORMANCE AGREEMENT EXCERPT C3 LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING Cl 14`02'41" 1964.86 481.64 242.03 480.43 S69`20'20"W C2 20°32'06" 502.76 180.19 91.07 179.23 S44`51'01 "W C3 48°40'38" 452.46 384.40 204.66 372.94 S58`59'34"W C4 29°40'22" 481.31 249.26 127.49 246.49 N81°47'46"W C5 14*15'06" 578.08 143.79 72.27 143.42 N85°50'49"E C6 25°23'26" 119.55 52.98 26.93 52.55 N65°58'00"E C7 15°56'56" 538.87 150.00 75.49 149.52 N45'19'29"E C8 18°52'24" 401.04 132.10 66.66 131.51 N27'49'16"E C9 3'01'13" 3044.10 160.47 80.25 160.45 N19°59'49"E C10 1°07'32" 525.00 10.31 5.16 10.31 N30'16'12"E C11 7'31'22" 200.00 26.26 13.15 26.24 S76°14'42"E C12 26'12'51" 601.62 275.26 140.08 272.86 S02"48'46"E C13 0°28'02" 1 3044.10 1 24.82 1 12.41 1 24.82 1 N21°44'27"E C14 0°53'42" 1 3044.10 1 47.55 1 23.78 1 47.55 1 N22°25'19"E L-I JUU UU UU YV U�.UY L2 S72°02'03"W 53.34 L3 S57°28'58"W 51.57 L4 S56'46'20"W 110.53 L5 S89'47'34"W 42.66 L6 N56°49'31"E 25.00 L7 N87°55'38"W 91.84 L8 S56'49'31 "W 51.00 L9 N33°10'29"W 31.31 L10 S02°12'39"W 17.83 L11 S83°12'36"W 176.56 L12 S06°37'57"E 25.00 L13 S83°22'03"W 47.69 L14 N78°31'14"E 30.72 L15 N53°15'37"E 23.02 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. CHARLOTTESVILLE VA, 22902 �U Lic. 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM a 45183 IZ� 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 JARB] 2022.01.31 [FINAL SDPI FILE NO. 18.004 EXISTING CONDITIONS: OVERVIEW C4 \ \f IRON SET �1T� 50.00'/ 17,6\ 76\\\ T.M. 76 52K LD.B.925-236 DARY LINE`, WAYNE P OR VIRGINIA P COLLI R D — `\ \ ', \�L` \ ING TO PL/ BRUCE V THOMAS „ ° \\ fF, \\\\`\\\ �\ ORDED IN D.B.4457-592 AN \ �\ \ \ \ 5010-420 D.B.684149 PLAT / +\+ \ \\\1 ` �� , \�\\ ZONE: R4 RESIDENTIAL / \ \ JSE: SINGLE FAMILY RESIDENTIAL 2.44 AC F \ \ \ \ \ \ \ \ \ Nam\ T.M. 76-52P \\\\� \\ \ �\ - - }}I' \ qL \\ \ I `--------- -- �� --- RACE, PAUL JR & VALERIE FXACE D.B.684149 PLA ZONE: R4 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL 1.38 AC / W � 1�8 V o 30 47 \ I W W 6191 q �6 11 �csq \ W \ M � / 29,oCo•� �W" / \� - / 5P Q RRO 9D, % % IF \ 5 Cr %\ dip �jo,�''iy'1i/ \ dp '! ', // / / _ ' \ \ \ \ IRON\ UND 1rF / i'' / / \ \\ \\ S80° 47 EI 3.78 \\ CON\ yoz' / do / T.M. 46C1 5.52 A RES L// \\ ZONED. R15 �� \\\, OWNER: MOU INWOOD / SHIMP PROPERTiEs LLc ENGINEERING LAND PLANNING - PROJECT MANAGEMENT �. DB 5010 420 PLAT /// ' ' �,.✓°" ' / �' a <� \ \ DB PG 236 PLAT/ / \� \ _ / / / / / / / I % 1 , \ u 20 2 912 E. HIGH ST. 434.227.5140 , / i, , T.M 76/ 4�A , , 1 \ \ \ \ \ \ D \ \ , /, _ — — — — — — — — — — — — — — — — — , \ \ II // / / i _ _ — — \ / / / / / /' ' I i I I - // \ \ \ a ."o A m \ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM \ yy \, \ �^'� —' --- / 5TH-,STPET FOR/E`ST LL,C u �J \ / / / / /� ' / \ 00 D.B.% 14y� 626/' Q\ l \`7S \D.B.457/3 2 /0 ,� �1 \\ \ \ �•7 \ T D.B_30 -8;8 9( ,97 PLAT / *u a / \\ \ \ \ \ %t �°" �� — --- \\ / / \\ I Lic.N .45183 J� ----�� \\ \ \\ \ -- ' i \ N \\ ---- \ i ADO IZ1 Q+4r AL MANAGED SLOPES \ I — �,� FINAL SITE DEVELOPMENT PLAN 8 0---------- ----- ---__ - i �\ ALBEMARLE ,-\, _--- �� BUSINESS CAMPUS: W __---------------- BLOCK 1 N '629 1z01 W w.\\,, \ , i ALBEMARLE COUNTY, VIRGINIA o2S�gTF \�7� SUBMISSION: 20201005 [INITIAL SDP] /--- =------- ------ q REVISION: 1 9 2021.07.26 [FINAL SDP; °'+u\ \ O _ _ — _480 _ — — — \ _ .i \ \ — ' , � / ' i i C \ � \ \ + \ \ I S� 2021.11.19 [FINAL SDP 2021.12.201AR6] \� \ \\W ' \ OS/ 2022.01.31[FINAL SDP] T. M . 76 - ,� / ��, �i \ \W ...... --- \\ ,---- &DDH LLC ��� /! \ °� W\W \\ i // -- - ----- \IS ' D.B.4495-584,588 PLAT /� \\ W\W\ — — — ZONE: R4 RESIDENTIAL + \ "� - - ----- 0� ---- _ _-- / _ / > -- N \ \ i Q " �w ` ---- \ --- _---' /' / /I III \\ FILE N0. USE: COMMERCIAL \ + '9A w _w —w =�— ;-- ,- — ,' __\ / / \ \ 18.004 5.43 AC T \ \ \ \\ ware RQurE 875 EXISTING CONDITIONS \ \\ \ \ \\ COUNTRY GWDIRSENW ROAD \\ f \ \ / /I �\ 1 I & DEMO _-----------\ 30 0 30 60 90 h 480 / -------- \ \ Scale: 1"=30' �� �\ fit\ MAX. STAIR WALL W. \ \\ O HANDRAIL t 6° RISER A,\ \' M D 3`?6 O/0 \ \ ��°�'w NEW POLE 'OOgNC t \\ - BW ` C. (DESIGN BY-+ 678 \ \\ TW Np OTHERS Nq . pp, APPROX. LOCATIO N 6'• 90 \ DOMINION EASEMEN"• FFF' -AC o/ BY OTHER `♦ I & OBE PER -2 o ROW 8,980-ISF �wu-l�H- (3) 6„ $ OG�0�\p0� N591 '' °nu oN° RISERS NNg� O�`L�Q\\FF� O CG- a:u DPRIVATE k2ANSITIO /�� /" _ O Nu u (3) 6„ TYPE RISERS i' / N60 ® 8 oo 9CS,q� \N , ` OFF. (4) 6„ RISERS (FOR P�ANNIN - - W. HANDRAILS NA�j \ (- 10 1��P{ PURPOSE ONLY 0 G-12 0p. F\ O' TYPE B N % w 9• 3R 2 10CG R00 TYPEIB CG- N�`L$ 2 j ANSITIO 00 y 6 /���� 00' \ `kw 00, 00 o- \ QF Q 3 2' OVERRAN 3' p�D AX. 6' HT. SEG. O^"� PURPOSES ONL /J V CHARGING 80 \ r BW=472.0 BLOCK RET. WALL 10 O �/ p F 2' OVERRAN 9 3'R % P O• SPACES (TY) O F, \ TW=478.80 W. 42" HANDRAIL (FOR PLANNING •,O d� 900• PURPOSES ONLY)5700, `900• TRA ITION CG- TRANSITION 12 - B i YPE 0' G 8" RET. WALL 3R ® - OCK ET. ALL 10 `ti �O/ry C \ X 0E O 3'R yy,S:; 7�00 PARK O'7 n _ SEATING AREA �' o .r W/ 2" NDRAIL '� CON STAMPED SIGNAG x. 0 I \ \k �5 M �:-, �P{ �s O• CONC. PED. P EDI-ROCK BLOCK y� ® OR EQUIVALENT ��' . •.ev��. ovERHAN M © '� �o `ti 5 Q o SEATING AREAS 00. 3R �•�� �crF "' •'�' a:°�oI dw d `,��. �•/ 9 {, PURPOSES14 O 0 PRIVATE 3' CONC SID A� 2 .ti Q 90. 26' rn 0 © J• '"� Q LAND PLANNING - PROJECT MANAGEMENT 41AX U' IGLOCK JET. SEG. IW/ 42" 4ET. WALL HAN,ORAIL f bt 20 2 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 01l 4 �0 0 I •� > Lic. N . 45183 II � HT. SEG. CK RET. WALL BLOCK I �� O I till- W. 42" HANDRAIL W. 'L I ZONAL rI I ;. DOG PARKYP) u G�'. ,`t, •O 0 ,Q 'o -. wow a"u wu � (9) 6 7 � •— 6 00 GG O 9 GG ti O 0 - I RISERS ® I \\ - ®NEW STO 3' p- ® e°a o° - ® ; FINAL SITE DEVELOPMENT PLAN " .. SIGN '00 8ry PtC 5 ALBEMARLE I\\\ O FF ¢e02p 9 UN/T ST RTS7 (3) 6„ 9C ° R13.00' BUSINESS CAMPUS. Og SF p R/FS RISERS'P...• ONC. �.._ o. _ 12 PER G-12 ooTpR�OR # .00o O ,.O 204 °° 7 BL BERM;. OWN TYPE B NC. WALL cp B N4fiWALG,� .:';+ r _..,. ARKINGPE BFFE A65a6 ( i BLOCK 1 S' / fi� d u W. 48" EN o. G ` 3 CC SIDE L B C FF O TYPE ASR 0°° .' 6 GNAGE TYPO ALBEMARLE COUNTY VIRGINIA \ qNT F_• .a -; BW 46915 1 I , 20 3'R TW 4 A6� 20 \lf_. - .. 2 EW STOP . 102 1v'AX \ \ MAX. 3.5' HT. SEG. � SIGN �' �,''' AMP W _ OOL FFE 8200 SEG. BLOCK - I 2020 1 O O •,•. � ® HANDRAIL 6� . - ` � ' '� - ' ' •• 1 F. �� UTILITY 2A Ft\ES OR � - j yKET WALL � .:• ' SUBMISSION: BLOCK RETWALL W. ,. --: G. - O 6' _ .97g. SS F\-0 /) . 55 [INITIAL SDP] 42" HANDRAIL G-12 -.• F. 3? ',' RISERS ROOM 3 A� 0 \ �� �• TYPE B - CLUBHOUSE - RISER $ N\�5 I� - F9 FS \ \ �05 I REVISION: 2,800 SF g� - _ I 2021.07.26 ]FINAL SDP] � r � r� ABANAS OORONC. WALL�� ci Mi u. " C FFE 475.00 W 6' F / D \ r AILBOX _ _ _ •_ FENCE � ��� A \ �'+- ° AREA . `' _ ' " 6� G-12 .� .} m --j' -'^ \ ��,'� 2021.11.19 ]FINAL SDP] . - BW-469.80 - i / F \ i TYPE A X N _ T 2021.12.20 ]ARB] \ -.. 00•i. TW 475 \ -. .<__.. ROW DEDI ION: 8 \--'�-'• :.•`- G-12 >' o PLANTE �" - / 2022.01.31 ]FINAL SDP] C 30.00' :�„ li .•:[i �` ,) '. TYPE C - + - - --- - - \ SIGN -:.: - - - - - -- J ..... -" NAM ROAD E- F{OL�L1' -�-A- FILE N0. + L &OVERLAY \ �Co—� - •.. :; ..-.,_ .;..-':,,.. - ��P P n \ IP C Mr- 6 STR PP OX. 9,000 SF �7RY GR ' ' , j . - • '00r �y 18.004 PER WP-2 �7 VISIBILITY OF MECHANICAL EQUIPMENT FROM THE SITE PLAN COUNTRY GREEN ROA ONC. WALL VaR�"0o%Row ROW DEDICATION: 268 SF W. 6' FENCE \ ENTRANCE CORRIDOR SHALL BE ELIMINATED. B W= 473.0 T .00 \ 30 0 30 60 90 y 0 Scale: 1"=30' C 6 / — \ 3 3a M AX. 2.5' HT. ,.i\4 09 \ \ `%- / STAIR WALL �/ RISERS / / / / / i / /S2 /- FF Ix / / ..t me 673 -\ \ \•\ \_- / \ / // / - \ p / / ISERS 589E \ \ 4 SETS OF (4) 6s' RISES 5a z, i// 0 5g15 od' F / W. (HANDRAILS by !'- so 59� \ \ 35 62 / 9 `� �\\ 59 59 �- v a '5Vvt'�5 /60LM/AN GED SLOPES \\ c VSHIMP � // �� -::.' ,rx ,/ � � � / A t\ � `• /_ : ICI I v / I \� \ \\ \ \\\ !/; ,' , ' ♦ F/t� 9 ENGINEERING2. Z/—vI FF7/ ?B ' // ///1� MAX E LSEG. / A LANDPLANNING - PROJECT MANAGEMENT 11 I`f 1 \ I 1 \ 10 IL LCCK ET: ALL \ s �// 42' ri/1N RAIL / \ \ � g2 ", 'b / / / 912 E. HIGH ST. 434.227.5140 ` \ \ \ \ �\ / / / ' 4 — _ - i� — \ / \ CHARLOTTESVILLE VA, 22902 JUSTIN@$HIMP-ENGINEERING.COM 1 \\ \ \\\ \ /_---- jam/ 0 0 �`` i /`� \ \, „\�A\ BOCK RET. WALL /'i' _ L/ow 66 -- <.,� _.✓ i i0 \ // / / 6�4. ='- Ix`Ory I _ rwa \ BW=472\0 ,\W`42" HANDRAIL-_-- _ "°' 66 81 /// i e 2� -c 63�w / \ \ - C /' - - / / / 6. 1 5'..i ,� \ \ \ �, ��` _- � \ \ -----\ Ewa - � .y� 11 / `�/ / / •. I I I I \\ \ "G ma's W_ HWL lIW yW ..r ... /W/\ :.. l .. a \ EDI-ROCK 71 II �''•. �. � � I I I / \ \\ \\ \ •} ��,.. \\\\ \ maw k �B - .`-\_ - \ F\ O '• 1 / `'. $ Wqr e40/ ao Dry' �/ \ c .. J / - "�' 'S 0I X. HT. SEG. A ATING AREAS 2to / \ - t .: 6389 °� '�-- II \\ t I ' 00 J,o BLOCK RET. WALL i I u zo \ • "IR - -- - q _ _ -� ��,`O I 4 W. 42"14DRAIL �46 ro • / 7 -- - J '" " W � I I ,. I \ I / a10 u \� --1SRIVATE --."�,::: 76 \\ 80 za:,. _ ~ fur �wu a•�aru� u—wu—alu— •u—\.r, •\i_ DOG PARK\\ ` (95€F2-5� 14 - - - 5 -5 _ 767 _ _ _ _ - - 71 / FINAL SITE DEVELOPMENT PLAN \ } 0 90 \\\\FF e<o� 0 76� 5 -- — ---- ,� 70 ,50 - 5% 5 fix�6 °° x l \ \ I ALBEMARLE A 46p?QiFCI rSR/�\ \ (SERS _ s ao . r. \ , S SF P R S \ •2t.% s is •`•5.- 756.- 0� /� yo 72 x 17 0 71ao /" _ - O66zs ..:.,.: ..� 65°° F 'O-r �\ , -----\ II BUSINESS CAMPUS: \ \ N �i / II 81 z871 o\ -.. .,•.\ ° z \...\. ,. \. �DOO'-oRiONOrR\ 70796 - 760 O \p2 FE 465.56 p ,•\`, a =f3 owo . \ \ BLOCK 1 97 2 x 7686 75 / 7 COUNTY, IRGINIA 7 50 % x76 x s3 /hIAX 2 5' HT. 00 '� MAX. 3.5' HT. SEG. � .... _,' 74 P-4•:/��" BLOCK RETWALL W. •';:.. 7, ~'. 7 E /�' 744 84.-;' 7478 O ; s �: - 4�8-A7 3 SS RR P20OR ' t: s4' . " - ', - - - - - - - o� 7 s" ' � ', 96 _ n 2OZO.10.05 [INITIAL SDP] ,(� \ 42 HANDRAIL _ --s oa RISERS oo as 5 4g3o0 5 CLUBHOUSE 9 74B5 "RISER �N\(5 efi ;` h----- - II �1 .. s. , REVISION: "'IS SC X, 8 77 75 �,2 800 SF 74 -;', -i1 - DOOR 9 \05 _ I ONC. WALL \ — 7478 FFE 475.00 5 6: i \ I 1 -;` FENCE'-- \\ 20210726 [FINAL NT \xy 7 / O4` r n t BW-464.80� / 202111.191FINA SDP] x \\ \ L N .`ru t \ 2021.12.20 ARB �. ` � — .•+" ,\o '-' -:: _.. �s���xa -X - 1 try t 3G-i' TW=475 � �� � ..F •.'.. I / \ I 1 50 LP a �' F ..'* }'�.• i.. /' �`\ I / O`S/G/ 2022.01.31 [FINAL SDPI 7 71 i 'i5 -_-�i 79 78 75 79� W \w 78 -� 0 la x7466 7 --'Ro Sao =o _ }''__ OFI i -_ _ — — --\, \\ \ \ \ \ 78 t — — ;`s — — —------- - \ -- \/' FILE NO. w�ucu'.�ucu 77 ucu—ucu=ucu-\ / / / i'' / I \ C \ \\\ \ \ \ 78 \\ <�_-- ----- 18.004 ONC. � LL GRADING PLAN \ \ \ \ \ \ E W. 6' FEN E _�_ \ tl \ \ � T h70 \ \ / C8/ij-------\ Scale: 1 =30 480 475 470 465 460 455 450 N 0 2 445 0 a 440 w Z 435 430 of a 425 w w x a mi— mm O 00 & _ w N µ p1. A 11WALL p + O Z N H 0 ¢ / x a � � O u9 a a O MTO o� I �o i 4 O� NMOf p � z a NATIVF z — w da ------------- ------ Au NDPE @ �z z <va? aNX - p � -- - - - z — DPE 2. 2% o snoo o o 30" HDPE O 13% p z_ aO r M N M N M z = � O 10+50 > 11+00 1 +50 o> z_ >z z 1 STORM SEWER PROFILE AO-A5 C9 HORZ: 1"=30' VERT: 1"=10' 40J 480 475 470 3 465 z 460 455 MANIFOLD TO BMP 450 ON NOS NM 44 445 11 12+00 12+50 0 3 �w 3 mm Z¢ N � - N \ \ w+c T u�o AIDE 31 �� ¢d iNed ON a im O 1 Es+ + a a 3 ¢a woo i o o GRADE ¢ a � WEIR \WALL - - - - Z N H 71 MIN. SEPAF \ / 12' ATION ro NTIO m O NN O O)O>O O N N O O O 2 . > N f9 > - NN �� -- 10+50 11+00 11+50 00 » 20" SU P z_z_ INV=450.50 (MAINTENANCE) 5 STORM SEWER PROFILE Cl-C4 C9 HORZ: 1"=30' VERT: 1 "=10' 485 480 4 475 47( 46' JIFOLD BMP 46( 45. 485 480 475 470 465 460 455 4450 12+00 z 12+5045 G� 11 9 STORM SEWER PROFILE El-E3 C9 HORZ: 1"=30' VERT: 1 "=10' a85 480 475 470 465 460 5$55 13+00 480 475 470 465 460 455 450 445 440 435 430 425 z_ iuruu IIruu Iltuu cVOa N a�N a � 485 - 480 C 475 470 I x 465 z 460 455 IT 4500N NOf NMJ u] in HH 44 �fe7 7G7 II�1IIIIIIIIIIIIIIII1A0 1 1 N= -! it •i• •IIIIIIIIIffl M Zk k7 E3 it 11 }►�l�J 2 STORM SEWER PROFILE: BMP 2 C9 HORZ: 1"=30' VERT: 1 "=10' 485 480 475 n470 C 0 465 460 455 450 45 Soo zz (MAINTENANCE) 10+50 zz 6 STORM SEWER PROFILE Cl-C1 A C9 HORZ: 1"=30' VERT: 1"=10' 3 F2 F1 o a, J < 460 O NM N O] 460 N W 455 z 450 00 a 445 0 z u�A !iJ•N- 455 450 445 40 10+00 10+50 10 STORM SEWER PROFILE F1-F2 C9 HORZ: 1"=30' VERT: 1"=10' C4 480 475 470 465 460 MANIFOLD OF BMP 1 455 450 445 485 480 480 475 475 470 470 465 465 460 460 455 86 NIFOLD 7 BMP 2 455 4500 N cV a 450 445= 10+00 I Lruu 40 �Ivl r,lry Iry my L.��10+50 11+00 3 STORM SEWER PROFILE 31-134 C9 HORZ: 1"=30' VERT: 1 "=10' _ ��Irc�a�eme��r.�almli_aael� tp 1 _ _ �.vnr��l�wnnc�neumlrrn4lcw� 10+50 11+00 STORM SEWER PROFILE: BMP 1 C9 HORZ: 1"=30' VERT: 1"=10' 480 475 470 �YR WSE R WSE 4- WSE 46 460 455 g450 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. " o THREADED & CAPPED 4" PVC a MAINTENANCE ORIFICE. CAP ON 1— YR WSE 453.97 — - - '_ - - 36° VEE NOTCH 454.00 DOWNSTREAM (DRY) SIDE OF WEIR WALL. PVC PIPE ORIFICE SHALL BE WEIR WALL TO BE DESIGNED BY 0.95< '> - DESIGNED WITH REINFORCEMENT TO PRECAST MANUFACTURER. WALL 6,00' PERSON FOR WEIR WALL AND INSTALLED AND BY TO BE DESIGNED TO WITHSTAND 5. 45' a REFERENCE PRECAST MANUFACTURER. CAP CAN 100-YR HYDROSTATIC PRESSURE. o BE REMOVED BY MAINTENANCE EXPECTED MINIMUM 6" 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 40 480 475 470 r. 465 s O w 460 z 455 O 450 a 0 445 Z _ NATIVE GRADE B B M O 00UUNKILIN�P �q } \ O O OOJ � o MIN. 12" EPARATION 30.85 LF o m 0 61,78 LF 15" HDPE o ® 0.65% a Z - NN ® 0.65%a � 0 - > "V 10+00 10+50 11+00 4 STORM SEWER PROFILE 32-B213 C9 HORZ: 1"=30' VERT: 1"=10' 1 D2 475 0 - M 1 475 i x 470 w 465 z MANIFOLD TO BMP 460 o� 7D N 455 00 z= 451 N N 445 44 470 465 460 'ACTED STANDARD 455 450 445 0 10+00 0+5t40 1�!'Ri1N711� IY3�dSi91l3�GA11� l� 1 !_i�11S�1�iZ�II wa� ��1Tara�lllliXtl 8 STORM SEWER PROFILE D1-D2 C9 HORZ: 1"=30' VERT: 1 "=10' WEIR WALL TO BE DESIGNED BY DI-313 TOP 469.30. PRECAST MANUFACTURER. WALL STRUCTURE HAS 60" TO BE DESIGNED TO WITHSTAND 100-YR HYDROSTATIC PRESSURE. BASE. WEIR IS OFFSET EXPECTED MINIMUM 6" / FROM STRUCTURE CL REINFORCED CONCRETE WALL. / I 4.50' 100—YR WSE 465.79- 11 WEIR TOP 464.80 10—YR WSE 464.44— 4.50' . SAD, o 1-YR WSE 461.81 — — PERSON FOR REFERENCE 4" ORIFICE IN 461.90 �� 1131'� PROVIDE TRASH RACK STAIRS ON 3" ORIFICE INV. 458.90 WEIR WALL PROVIDE TRASH RACK 480 475 470 465 460 455 450 y445 11+5040 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �u m1p a Lic. N . 45183 I I � Z1 '40 IONALpw 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. owl STORMWATER PROFILES 11 A4 STRUCTURE & WEIR PLATE DETAIL 12 C3 STRUCTURE & WEIR PLATE DETAIL C9 SCALE: 1"=5' C9 SCALE: 1"=5' c9_. Q 485 480 475 470 465 460 455 450 44 N X N 2 N ----- w 2 m - RRENT E a _ — — — 5�440wrNAiiVL \ — — — i --— — — -- ---- -- —4— --- a (I ASS ---- o ll — p Zc - > i; x O] N NOTE: ALL UTILITY CROSSINGS ARE BELOW WATERLINE AND ARE NOT SHOWN ON WATERLINE PROFILES. MINIMUM SEPARATION = 18"TO 544.0 IFRIO - ED, EXTERI T S 52 DIP TYPE A BOA 1D+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 \tAIA Trn KA A I N I I-) I-) ANI/'II ' I v v m ILI\ IVI ml1\1 ul\r\INVI I I %yu C1 o HORZ: 1"=30' VERT: 1 "=10' 485 485 485 485 485 480 NEW 480 480 480 - 480 475 475 475 475 475 470 71.1 LF 4" INTERIOR CEMENT 470 470 470 470 465 COATED CLASS 52 DIP WATERLINE COATED CLASS 52 DIP WATERLINE 465 465 465 465 460 46 60 45 . EX NEW ¢ -GRADE 3.5' COVE RIOR CEMENT MORTAR -LINED, EXTERIOR ZINC- COATED CLASS 52 DIP WATERLIN 485 485 480 480 475 475 470 470 465 465 460 460 55 46� $60 iD+00 10+50 11+0$ 1D+00 10+5$ 45 %av 485 480 475 470 465 460 55 1 +00 10+5 iD+00 10+5$ 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 1 475 470 465 460 455 450 I x 445 � 440 z 435 430 0 425 z 485 485 485 480 480NATIVI 480 475 475 475 470 470 465 465 470 465 144 LF 6" INTERIOR EXTE !OR ZINC 460 460MORTAR—LINEDL;LAbbUIFWAIEKLIN 460 455 455 455 450 450 450 45 44 45 a z CURRENT ¢ GRADE - _ - - - . GRADE z� O N 15+00 15+5$ 10+00 10+50 11+00 6 WATER MAIN —BRANCH 2 C1 o HORZ: 1"=30' VERT: 1"=10' NOTE: WATER VALVES, METERS, HYDRANTS, & FITTINGS SHOWN ON PLAN VIEW 475 470 465 460 455 450 44 E GRADE 3.5' MIN. COVER 39 LF 4" INTERIOR CEMENT ORTAR-LINED, EXTERIOR ZINC— OATED CLASS 52 DIP WATERLI 475 470 465 460 455 450 45 1D+00 10+5$ 9 BLDG 104 SERVICE C1 o HORZ: 1"=30' VERT: 1 "=10' T O/ ZNH V OFNAT"IF GRAD N V AIIVIE RADE--- ------- --- — — —� -- i \ — — - .0 o o co n as _ - �- �o > 0 a a is STORM 15" STORM SDR-26 0 4.567 00 ON a �� lb SIUKM 0 ff-O N MIN. 12" SEPARATION o � o .o ,26 00 » > -- 97.75 LF S" SDR-26 @ 0.80% o z z - > 10 00 10+50 11+ 0 11+50 12 SANITARY SEWER MAIN 1 A-5A C1 o HORZ: 1"=30' VERT: 1 "=10' 2 460 455 450 445 i w 440 z 435 0 u6 430 0 z 425 420 12+00 rw� C/0 12+50 A C/0 C/0 C/0 O O O Ln J n _ d N H �.� zc.io Ll+,S I i2i+rn NEW GRADE >�o O O U a U U O o� � v � 0 49. ® 4.08 -' rn - o0 a p> s o rn d a ro --- o oN YJM 0 49.00 ® 6 3.67 OR-35 0 w - �1 6" roro ? _ O > Z_ > >- 00 �SDR�- @ p >? > 10+00 10+50 11+00 11+50 12+00 13 BLDG. 104&105 SAN. LATERAL C1 o HORZ: 1"=30' VERT: 1 "=10' 460 455 450 445 440 435 430 425 0 12+5t 485 480 475 470 465 460 455 450 445 440 435 10 00 +50 11+00 11+50 (_I' BLDG. 103 SAN. LATERAL C1 o HORZ: 1"=30' VERT: 1 "=10' 13+00 13+50 14+00 14+50 If:�V'Y• ��IH:7_1�7�V','G��V' 'Y�l\V'Y• ��tV'Y• � �9�rawaaaac�©C� —���1111111��11�11 ::�I..Ai 1 III/I!J<�i1:?�Jl'?i"lSiiii��J©�� 15+00 485 480 475 470 465 460 455 450 445 440 12+o$35 40J 480 475 470 W 465 z 460 0 455 S 450 z 15+50 16+00 480 475 470 465 460 455 450 445 440 435 430 16+5t25 TI VE --- GRADE H ON M E GRADw QN�01 z d MIN. 18" SEPARATION 6" SDR-35 ® 1.47% o0 0+Zr� m ' o 3 .22 - 6' o -35 acn N H —4/— 0 68.15 LF o 000 39.13 LF 6" u^, T v 0 » a - z a 1.24% a > s z z "J 10+00 10+50 11+00 15 BLDG. 102 SAN. LATERAL C1 o HORZ: 1"=30' VERT: 1 "=10' Y/J 470 465 460 455 450 44 485 480 475 470 465 460 455 450 45 11+5$ 11 +5$ 40J 480 475 470 465 460 455 450 44 40J 480 475 470 465 460 455 450 1%+00 10+50 11 +0$45 BLDG 102&103 SERVICE C10 HORZ: 1"=30' VERT: 1 "=10' Y/J 470 465 460 455 55 450 1D+00 10+50 11+0$45 10 BLDG 104&105 FIRE C1 o HORZ: 1"=30' VERT: 1 "=10' �- :III: 475 470 465 460 455 450 445 44 Y/J 470 465 460 455 4a5005 41D+00 10+50 11+0$ 8 BLDG 102&103 FIRELINE C1 o HORZ: 1"=30' VERT: 1 "=10' 4/J 470 465 460 455 450 pQ 445 1D+00 10+50 11+o$40 11 BLDG 105 SERVICE C1 o HORZ: 1"=30' VERT: 1 "=10' 485 485 480 T 2 475 w 470 z 18" ION 465 460 0 z 480 475 470 465 460 " 10+00 10+50 1+0$55 16 CLUBHOUSE SAN. LATERAL C1 o HORZ: 1"=30' VERT: 1 "-10' !J ffr 1T�� m -tSTi: �Ji c/o C/0 485 480 T x 475 w 470 z C 465 a 460 0 z i � ��Lt1:L•1�J=71���ia��l ��� o -� • 1 1 6' 0 .. _= YJJ 10+00 10+50 11+00 17 BLDG, 101 SAN. LATERAL C1 o HORZ: 1"=30' VERT: 1 "=10' 485 480 475 470 465 460 11 +5$55 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 iN445183 (ELic. > 111 ION141. 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. SANITARY SEWER & WATERLINE PROFILES C10 J \� - \ \% \+ \\\\ %\mac 1 \� % + . all \ \% \lkL\u OHu i OWNER IS RESPONSIBLE FOR REPLACING STREET TREES IF THEY ARE REMOVED />�f�'i F•'-. FOR ACSA WATERLINE MAINTENANCE. LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 32.7.9.8): 10% CANOPY REQUIRED. SITE AREA 221,720 SF x 10% = 22,172 SF CANOPY REQUIRED: 22,172 SF CANOPY PROVIDED: 26,446 SF STREET TREES (ENTRANCE CORRIDOR INTERIOR ROAD & SEC. 32.7.9.5): PORTION OF COUNTRY GREEN ROAD (280 LF) VISIBLE FROM 5TH STREET (ENTRANCE CORRIDOR): LARGE SHADE TREES (2}" CAL.), 40' O.C. REMAINING PORTION OF COUNTRY GREEN ROAD: LARGE SHADE TREES, 50, O.C. RED: (280/40) = 7 LARGE SHADE TREES (670/50) = 14 LARGE SHADE TREES* PROVIDED: 8 LARGE SHADE TREES & 20 ORNAMENTAL TREES* *Due to an existing ACSA waterline along Country Green Road, small ornamental trees are proposed 35' O.C. as street trees to avoid possible conflicts in this area. OLD LYNCHBURG ROAD, LARGE SHADE TREES, 40' O.C., 250 LF RED: (250/40) = 6 LARGE SHADE TREES PROVIDED: 6 LARGE SHADE TREES MOUNTAINWOOD ROAD, LARGE SHADE TREES, 50' O.C., 210 LF RED: (210/50) = 4 LARGE SHADE TREES PROVIDED: 4 LARGE SHADE TREES PARKING LOT LANDSCAPING (SEC. 32.7.9.6): 5% OF TOTAL PAVED AREA SHALL BE LANDSCAPED 5% OF TOTAL PAVED AREA: 67,098 SF x 5% = 3,355 SF REQUIRED: 3,355 SF PROVIDED: 11,420 SF NOTES: 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 2. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF O Large Deciduous Tree puercus coccinea Scarlet Oak 2J" Cal. 8 31 370 2960 ///''' 0 Large Deciduous Tree Platanus x acerifolia London Plonetree 24" Cal. 7 28 368 2576 �[•,�Yj�Y Large Deciduous Tree Ulmus americans American Elm 1}" Cal. 17 22.5 397 6749 Large Deciduous Tree T,lia americana American Basswood 11" Cal. 13 26 191 2483 Evergreen Tree Cryptomeria japonica Cryptomeria 4-5' Ht. 8 25 123 984 Medium Deciduous Tree Acer rubrum Red Maple 11" Cal. 3 20 177 531 OOrnamental Tree Logerstroemia indite Cropemyrtle 6-7' Ht. 24 15 77 1848 OOrnamental Tree Cercis conadensi Eastern Redbud 6-7' Ht. 7 17 124 868 OOrnamental Tree Cornus kouso Kousa Dogwood 6-7' Ht. 6 15 128 768 Ornamental Tree Magnolia x soulangiana Saucer Magnolia 6-7' Ht. 3 17 145 435 ® Ornamental Tree Magnolia virginiona Sweetbay Magnolia 6-7' Ht. 7 16 113 791 I® 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"12" Ht. 26 6 64 1664 Garnet" Swets pir © Deciduous Shrub Viburnum nudum PVib rnumw 12" Ht. 32 6 28 896 ® Deciduous Shrub Fothergilla gardenii Dwarf Fothergillo 12" Ht. 34 2 72 — TOTAL SF: 26446 I f f / I 1 1 I 1 1 I 1 1 I I 1 I 1 1 I / I 1 1 I x —x— SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 #U Lic. 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM a 45183 IZA*, 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 [ARBj 2022.01.31 [FINAL SDP[ FILE NO. LANDSCAPE PLAN We 11A C 1 Project Nam": Pat Number: Type: BOLLARDS - 15W LED ILP OUTDOOR LIGHTING 407-478-3759 www.11p-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 Pat down • Powder coat finish over a chromate conversion mating, available in black or bronze Prevail / Prevail XL Discrete LED • Customcolor options available' • Stainless Steel housing available for Domed Top only (SS) • Internal ballast tray for easy maintenance Area / Site Luminaire • Clear Polycarbonate Lens • Multiple beam spread options: 90°, 180• & 270° • 8" anchor bolts (aid.), optional 4", 12" & 15" • 12O-277V Universal Voltage Typical Applications • 5 Year Warranty 2- Outdoor - Parking Lots - Walkways - Roadways -Building Areas • ETL Listed for Wet locations #4 STEEL HORIZONTAL LIGHT POLE REINFORCING BARS comactfactoryfarpricing Interactive Menu Product Certifi�cations . !!VV!! • Ordering Information page rft ® 'a ® "�•" 3 = L-T1 ue large • Mounting Details pagan YYLL Intertek • Optical Configurations page3 • Product Specifications Pa9e4 ® G • Energy and Performance Data pa9=. Product Features "Walloways • Parking Lots • Control Options Page 5 • g� g� "Boardwalks 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 - 30OW) • Replaces 70W up to 1,000W HID equivalents • Efficacies up to 148 lumens per watt • Standard universal quick mount am with universal drill pattern Dimensional Details P avail �14• 61 16' ItnmM 191a16'195Nnm1 a61a16'I6mmmIJ JI Fee lln 31 L17-7/8'[45sord a9are•booamM d) C5OOPER Solutions +.0 0,0 ZZ +.0 ac 0 oo oo +.o +.o +.0 +. +.o +.0 +. 0.0 +0.0+0.0+.0 +.0 0.0 +.0 0. 0. +.0 +.0 +.0 +.0 0. 15 ; +0.0+0.0+ +0.0 + +0.0 + .s 4 .,/ Calculated L (TM-21) >501< 1,4021m 17 W >50K 1,221 bn law Delivered Lumens Total Input Watts Luminaire Efficacy Rating (LER) 831mrW 74 InVW Correlated Color Temperature (CCT) 4000K 4000K Color Rendering lndelc(CRI) >80 >80 Ambient Temperature Range 1107 1107 Universal Driver 120-277 V 120-277 V tF0 aAlem data above bend anBLFr-15gi UNIV4000K&BUT15wE0.UNIv4 K. tFDLumen mainlewaseababs toed core-21 projections for be ligam eomat 25'C ambient. ❑ BLDT Dome Tap Bollard ❑ BLDT Dome Tap Bollard SS REPLACES 320W MH ❑AS4 Bracket& Time (3) a -Anchor Bids ❑A512 Bucket B Those (3)12• Anchor Bills ❑AB75 Brecke[4Thse(3)15'AnCar Botts ❑ 901313 90° Beam spread 0 + .0 \vx o +0.0/ +0.1 +0.1 + .0 1 0.0 +0.0 /+0.0 ZA l ,_Z-2 +0.1 \ +. +0A +4 i +.3 +.1 ❑OBS m BeaSpread /�` 4:26 a ZO' r-q ❑27270BS 2mo 2]0°Beem Spre•d +.0 +.0 00 Do +0. .4 +1.1 +5.4 +1D 5 �PamgmlEN 9pHM 0. +0.0 +0.1 +0.2 + . +0.9 +.3 +9.0 +8.5 +1.5 +0.9 +0.0 +0.0 + . +0.0 .o +o.T' +.0 +.0 +.0 0. 0 +.0 +.0 +.0 0. +.0 +.0 +.0 +.0 + .1 + +2. +1.2 +1a +2.9 +6.a +4.7 +1 a +1.4 +1. �= ''=+2.6 mlvm +0.1 +0.1 0. + 207.2 +2.3 +1.4 +2.8 +a5 •,, +7B I< +2A +1S +2.2 +6a +4.2 A-21 (• 20' /"-32 @ 3s' AA-23 (� 20- 0.3 3.7 5. 1.8 1.7 4.1 ss 12/.1 5.8 1.6 Z0 B.1 TO 0. + + + + + + + + + + + A 22@20' +0.2 +1.1 73 .0 1.9 1.3 2.0 als 5s T3 1.5 1.6 6.6 82 +9.3 (DO t>A-20 @ 20• .. vn in r vn vn yn yn v +0.1 +0.2 + . +2.400,+11 1 +6.5 +1.8 + +0.8 +0.9 +1.3 +.0 +8.1 fU +611 +4.3• vn 42 }} 1.6 1.1 1.1 1.0 '5 0.3 0.1 Iv B 30 @i35' + + + + @ + + 0.1 0.1 �'6 bA� � CS @ 20' V Iv Iv d@20 5.2 1.4 0.9 1 5. 9 1.0 1.8 /3 c"3.4s + + + + a + + + + +vn *n +s.a +z.9 +os +1.8 d.o +D.z .1 vn vn yJy{�( A• �r cc -16 @ 20- - 20- 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0. _ a2 2.7 1.0 0.6 1 2./ 12 23 7.1 55 Z0 2 .8 32 08 08 -A-14020' •B-2' 0 3.5' ce + + %dto 2' 5 5 19 0.8 ++Ss +15 vn+ ]•8-2a6s .sS + is +34 +3] +12 +12 000 07 '+.7g + 5 + + + + +9.7 3.2 ++17 --al + Iv N vn vn vn j V - vn se B- @351v°823@ff35fInq B24@3.5 ®� vn .5 • Ig B-2? gv 33f9 lg Ig °e A-13 @ ZO' R. c cs O �g�cc v+.8 lB-20i-1F-b3,5 9Ig •B-17@3 8 60 +9.8 +3.8 +1.3 +0.6 �61 @2p 7./ +3.0 +1.7 �v°�i �-21 8 8A1�s• +6.6 +3.2 +2D +.8 +2.1 + .0 Ig 0@20- •v+ 0.9�14 6S3 ram¢ . vn .8 10.1 3.9 1.1 0.7 7.3 ao 2.2 2.2 66 14.9 11.3 10.7 &7 3.9 2.2 10 72 7.7 0. 0.0 1 'F + + + + + + + + + + .5 + + + + + + + + \ vn v" 4-9 @ 20' •8-11 @ 3.5' A7@ 20' $ Cc 66 @3.57 2.4 0 9 2.3 4.2 5.2 3.4 as 12.N-B@3$A 4.9 27 is 1.4 2.1 48 0.8 •++7. 0.0 0.0 0. + + + + + + + a + + + + + + + + B-7@35' + + 6A-6 @ 20' B-6 @ 3S' .9 +1.1 +&2 +zz +zz 10.0 +9.7 +10.6 s +7.9 +4.6 +4.0 +3.4 _1. +3.0 vn +0.1 +D +D - A-5 20- '. B-5 1; 3.5- vn vn .5 IV -I _ o• I. .0 2 a5 5.5 6.5 2.0 1.8 s2 5.7 5 6.2 8.5 02 4g m 34 0.5 0.1 ? vn .0 --@a4' B-2@ s, A-3 2 @ 0' �•B-1 Cs s Cs i + + + + + .1 .7 .1 .8 2.3 2.8 7.6 1 6 + + 1A 0. \ 00 Iv + . Iv r 1 0 0.0 + �-+ - 5 m m I° to +o +0.0+0.0ice. .z +0. +� +2.0 2 + +z.6 �o + . + . - - + . o d o o.o +0.0+0.0+0.0+0.0 5 III / SI � i III /�+moo \[III +0.0+0.1 - 0.4 + .9 0.5 .3 - + A +9A +0A +0A + .0 + . 0.0 +.0 +.0 +.0 I 0.1 0.1 0.1 0.1 0. --0. .1 0.1 0.o 0 9.0 0.0 0. 0.0 0.0 0.0 0.0 + + + + + + + + + + +0.0 +0.0 +0.0 +o 1 + + + + ° +0.0 +0.0 +0.0 +0.0 30 0 30 60 90 Scale: 1 "=30' +0.0 +0.1 / +0.0 � 0.0 +.0 i +.0 +.0 +.0 +.0 +0.0 0.0 +.0 $ CONDUIT 1 () Ir8 VERTICAL FORM T 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 PAVEMENT 2 SUBGRADE I n.... nI nI ii.; II I i n'I nI nI n�nl n n�nl ii Illy [III III III III III -III III III III III III III III I GROUND ROD PER = III- III III III III -III III -III ELECTRICAL CODE _ III III -III III .III -III III III III III III- III - nIIIII�4III `- °-.` � IIIIIIIIIIiI1IIIIIIiIIIII�I 1"PVC CONDUIT SWEEP (TYR) 8" (4) 98 STEEL VERTICAL REINFORCING LENGTH EVENLY SPACED (i (3) #4 STEEL HORIZONTAL COMPACTED SUBGRADE REINFORCING BARS. 18" LONG BELOW BASE 2• 1 SLIGHT 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, $$ White LED's BLDT-15WLED-UNIV- 16.5 1.00 clear plastic enclosure 4000K.ies SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �u > Lic. N . 45183 4 1 1I11- � I IpNp1, 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. 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 3.5'. 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. PRIVATE Doc PARR 490 485 480 475 470 465 460 455 4 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 QQ AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. PREPARED SOIL FOR SHRUBS 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 -` - .DIA IN. IELI II I03 SOIL SURFACE ROUGHENED TO BIND NEW SOIL IIII ; III 1= =1I-III-III 1 SHRUB PLANTING DETAIL C13 Not To Scale I'M � • " ------- c CLUBHOUSE 24 SF _ FFE g5.00 F- - ---- % \ I / -- '------_----- 1, 51D+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 INTERSECTION SIGHT DISTANCE PLAN 8c PROFILE C13 Plan/Horizontal Scale: 1"=50' Vertical Scale: 1"=10' 485 c; 480 475 0 m 47 485 480 475 1%+00 10+50 11 +0t70 �L:�Wlaagi 7 5 ROW WAY ENTRANCE PROFILE C13 Horizontal Scale: 1"=50' Vertical Scale: 1"=10' 490 485 480 475 470 465 460 455 17+00a50 GENERAL NOTES: I 4E 611 II 41611 6" Wooden Fence Board 4' x 4' Steel Columns for Gates 4' 6" x 66" Treated Wooden 71011 Gate finish to match buildings 2" x 4" Rail (typ) Concrete Pad 101411 DUMPSTER PAD ENCLOSURE �DUMPSTER PAD DETAILS C13 Nat To Scale CD 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR #4 BARS AT 12" O.C. --O O O DO DO DO DO DODODO — — — —III— 4 COMPACTED VDOT #21A III III III—III—III-`� COMPACTED SUBGRADE CID MIN. CBR=6.0 "' TO BE FIELD VERIFIED 4�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. L WE DETECTIBLE WINDOW SHKL BE PROVIDED BY TRUNCATED DOLES. 2. DETECTIBLE WARNING TO BE CLASS A-] CONCRETE (CLASS A-4 F EMMET WITH B TESRTMT INTEGRK SUf60CE COVERING THE FULL WIDTH OF THE RUMP FLOOR BY z FOOT IN LENGTH N THE DIRECTION OF PEDESTNUNI TRAVEL. OTIEA TYPES OF MATERIALWITH THE TRUNCATED OOEB DETECTIBLE WN6NG MY O USED WITH THE A➢PROM OF THE ENYKER. 77 TYPE A x MINNIM FORM OF WE® FEW MY BE INCLINED MOIOLITICALLY WITH PAID PERPENDICULAR FLOW OR BY USING FERYSSIBIE CONSTRUCTION .ADM WITH REOLNED ELMS. 4. F RNP FLOOR IB PROMF IDLES HOT BE PROVING FOR DOWEL BLAB 50 MY ADJOININGFLNEO SDFB CM M CAST IN PULE AFTER PLICEIEM OF TROUNCE T RIIP FLOM. PRECAST CONCRETE SHALL BE CLASS 0,4. MR 4 MENRWI MEASURED OF 1 TOD�pEFN0 5. YD-MYTH OF RAWP m11COR.CENTER ..MUId COCKEYE CWER IVe' 121 MN� 4 MMEEB/ CURB NCLUDED W PAYY:M FOR SLOPE CUM / CURBSADACENT NA CUTTEP. CURB TAMPS TYPE B ]. CURB E EMY NE TOO LOCATED As SHOWN ON THE FILMS ON AS TTHEWS PARALLEL Iry ACC FRONEER. THEY NE TO R PROVIDED AT F A EI HW Ys hCIUTYER AV ACCE56 CURB ROIRE MTXN THE WHET ER WAY OF A HOTXAY FMNiT OR A ENT. TECIRHOT OF WITHER MEW" PEDES EK6TNC PROPOI OR NJNEMISTENT. THEY HOT BE LOCATED WITHIN PEOESTRINI Wl1SERNI M SHOWN W RMNS M IS MYCMC BY WE ENGNEEB REND 41WL0 HOT BE LOCATED BEHIND YEHDLE STOP LINES UISTNC LDH♦ POLES FIRE ENDflM'TS.MM NETS. ETC. ICCE59BLY ROUTED PROVIDE A CWTNUWS 5 A LNCESTRUCTEO STARE. F161 AND %P RESISTANT PATH CNOECTNO NL511 MCESSSEE ELEMENTS M A FMNITY TART CAV BE APN2DMIED, ENTERED 5e ,L,* AVO RED BY PEDmTRMS. B. ENIPS MAY BE PLO M R.VNK M TMGENTIK SECTIONS PROVIDED THAT T'M� AT X 2" NOISES THAN TIE CURB OPENI N' 6 PLACED WITH TK UI OF THE MOODY" ND "1'S EDGE EIF PAVEMENT TINT THE SLOPE AT THE CONNECTION M THE CURB OFETNG 6 ATXY SIRE AS TOP OF CURSRERRTHDIIIVR TO THE CURB. L TYPIC� MNCRETE BCE kH IS 4" THICK. WREN THE ENiR.1NCE R, CHNOT TYPE C OOLCTRLAFC ncDR°Ef'A ERTio $T DIAo 1ElcW11T5 EECdOLM'cFNlrRnajcE "I�E%vrT PARALLEL &PERPENDICULAR 1RUCK SRKFICI FM W WETS CEIRK. D. WHEN ENNW�SURFS ERF 5 ME U ED INTHE W�DMCTTI WESNARED$111MEDD USE PAWN LB" - 2Y TRLNCITEO DOME C-C 0 0 00 0 0 0 0 a 00 00000*00000 CO ,E p aaaaa 0000000000.: ,v QD00000 0 0000 000'd, .' 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TYPE B PARALLEL APPLICATION ROADWAY MILE IN PERCENT MINIMUM RAP N fEET 4" WRB LENGTH 8" CURL 0 e s 7 2 5 0 J e R 8 2 S q 15 e N 15 3 N 0 4 W — y a CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE' I9IYREiEO O 6 Fes. AEAMEs WOFRTHEE SLOPE. 'MEMO CG-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION zOxDB 10 CG-12 DETECTABLE WARNING TYPE B C13 Nat To Scale I �, I A -STREET APPROACH SAME SLNF4Cw UMWN BE AE I M' (T GENERAL NOTES AS YNNIN ROADWAv (SEF NOTE L N sxOwx ax rtksl Slit L WHEN USED N CM WITH STAND _ _ _ _ _ _ — � _ _ , (SHOW TO Y AS SNJMM W PLAN51 6 T OR CC-], THE T M FILE W THIS M1_E CA] 5 i0 FINE O BE NTNSTEO i0 MATCH THE M)IIMIRE CIIiB / CC-2 M LL.e 1 COEGMATIM- I SEE STNDMD CO-I2 FOR CURB RAMP SEEM TO BE SDEWkx USED WITH THIS SEMOND. — �MSEE� R xOTF SI OPTIOYL UNPAVED9PNS _ _ _ _ FLOW UNE ]. MNNIRE PAYEMEPAVEMENTSWILL R CONSTRUCTED TO THE R/W LW Rx®T MY SEMISTMIL ATDN __ _ ____ ' ACCUSED FOR Yx11NE PAVEMENT WNM CM SEEJO ND M N EVMSRM OMITTED IN THE ENTRANCE.) 4. WRIL CURB M COMBMATIW CURB AND BETTER WIDTH "B- 2'-0' M M W YMANE SOMEWAY T BENOTE: E%�C'E➢L MM RER CONSICEIMENTEp BE�YWSES RE R/w LANESHOWN ON TYPON. SECTIONL q PLAN VIEW ENTRANCE NOTES 5, WHEN THE ENTRNCE RMM CNIWJT A NFDOATE THE MNMH NOMWAY AOFE HERVD4XCK IMLfQ�MID T[ DEPTN FOR SDEW/UfNO OF A:CLUDY HTN {NE LLLB OFTHE RMaSMULp BE 10'PMMOLM CURVE (EMTRN%:E CKYI NCIEASm TO T'. LYE C6-ID 8 Y YM. D OPTCTIION& FLOF OW CREW SLOPE CHARGE ® _ — 0 4 RMIS MF TO IIdCAIE WHEN CONSTRUCTION W A FLOW _ _ _ _ _ IqE I MMLNE WEADD AY — NOTE ]I LIRE B RUMORED TO PROVIDE METRIC DRI ACROSS TN ENTRANCE. B% YM. ® — _ _ D ]. TARE OFAYMLE ME, M.I.CH RMCE WILE WNNOM SLOPE WYM.E D T• ME LISTED N THE MLOWIRE ENTRANCE IWABE rMLE. TIRREE ESE VALUES ARE NOT A PLICE TO STT cMWE CMRS.INOE 5 cOuo11 iERaM ENRR INTERSECTION NOTES B. WHEN CC-11 a USED FOR SINEE, CLN OCTONS, THE M CONSTRUCT GRIME C . S WITH A PMMOLLI CURVE. CONNECTION BEST Y DESIGNED N MCDROMCE WITH M 10 POLICY AND THE IPRICA0.E REQUIREMENTS - WHT THE ae NE VNM E REpMmE�iENNTS. STCPNNG SECTION A A AND P. MUNI FLOWLEE MAY REQUIRE WMPNC OF A UTTER T BETTER is PROVIDE POSITVE WANACE POOPS H AAMB THE ION, IIII] ALLOWABLE ENTRANCE GRINDS CHANGES PI 1 CLOSE U A% , DEE.S.) — — CMMETE SECTION C-C ENTRANCE VQME GICHU`IOE D. DOEBMLE MI HW MOTE iHM NSW VPp Dx J% YEDYY MC-16W VINO Low LESS TARN s0o wD sax Bx NOTE: kLO EMLE ENTRANCE FAILS TMLE 6 NOT APFT.DMLE TO STREET CONNECTIONS SPECIFICATIONFFVDC3T METHOD OF TREATMENT ROM MD S STIwMDS SD2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES( REV6IW DATE SNET I OP I R NRMNN DEPARTMENT OF TR NNSPMTATM zm.D4 11 ENTRANCE DETAIL C13 Not To Scale ,s 2.5 R7$ NO PARKING L J \/ A 1 •U F CCE$SIBL n R]AB AVF55 PENALTY $100 - $500 FINE TOW -AWAY ZONE (To be mounted below accessibility parking sign) s HC PAf C13 Nat To Scale KING SIGN DETAILS SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �U > Lic. N . 4951183 IONp1, 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 X EDGE OF EXISING PAVEMENT fAS DETERMINED IN FIELD) TACK COAT TIE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE -------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AMID REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 % NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) K MINIMUM 12 INCHES,OR GREATER AS NECESSARY TO ABUT THE RULE THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES) 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT MOOT 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 EX1Sn4G PAVEMENT. SUBSURFACE MANAGE OF THE EXISTING MD PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A NMI" OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF , I INCHES D REPLACED WITH T SURFACE COURSE TO MATCH TIE PROPOSED PAVEENT MWIWIDENING SURFACE COURSE, UNLESS WAVED BY 4�iMM ASPHALT E ENGINEER. 5. THE ENGINEER MAY MOORE THE )LUNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE M ACCEPTABLE PAVEMENT CROSS -SLOPE AMID EFFECTIVE SURFACE MANAGE. 6. EXITING PAVEMENT MARKINGS AND MARKERS WITHIN TIE PROTECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL. TRANSVERSE PAVEMENT TE-N SHALL CONFORM TO LIE REQUIREMENTS OF SECTION 315.05(a) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED MING A NOFOOT STRAGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. �VD07` PEDFIGATIDN ROM AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET I CF 1 REws1oN DnrE FOR WIDENING SUBJECT TO TRAFFIC 315 303.o2 VIRGINIA DEPARTMENT OF TRNl9PORTAlION VDOT: WP-2 DETAIL NUI IU SCALE Face of Invert Line Rtft3in ABED i R1ft8iE I 1f12 U. - ___-____________ I BuildersOption- Area may cone Bottomom of curb may follow slope of subbase provided a minimum del E of 7 inches is maintained- 1ftOfn 2ft0in Rolltop Curb 2�VDOT: CG-7 (ROLL TOP CURB (ROLL TOP CURB C14 NOT TO SCALE cc-ae C g, 16 WIDTH OF ENTRMGE d EXISTING M PROPoSEO SIDEWALK M SIDEW&K $PµY ENNSgN .P.Ixi o W EXPA190H JONI 1 .M1 MORE INCLINED IN EHTRWGE GUTTER 1 FLOW LINE Ua' 1.1-N JGINT ENTRANCE WI0TX AN H. 12 a ARE EDGE O PAVEMENT ANTgµtE WEI a RED. W' u4rts DF PED. ACCESS ROUTE FI - ACCESS RONTE VAAVED SPACE MxTxVERSABLE UAAVED SPACE illr PEDESTRIAN ACCCYUE��SS ROUTE DETAIL OFDPTD% RNALCESSAROUT"EI EDxTENDPBEYOND EXISTING OR PROPOSED VOOT RIGGOURT-OF WAY. �I , ® PEDESTRIAN PLCE55 ROD TO PROVIDE A CONTINWNSL NCBSIRLCIED. STARE. FIRM ANO SLIP RESISiONi 4l4 Qeq eoo PATH COxf.TING KL ACCESSIBLE ELEMENTS OF A 4o.e ,ACUITY THAT CAN BE ARROACHEG. ENTERED AND ?o6eABixY oiGeuee10ulx'Iwu wlosr ROUTE osBEAaENT SECTION F-F HE IF F£DESTRI.W RCf£5. RODTIE ® ORE BEING MMnOfO.A WxNu4 ,U ROS ELOACI 5 REQUITED MTry A 4NC Yt CRAPS XOPE. HALF PLAN C .'; WHEN LOW IN CONJUNCTIDN WITH STM.YW WC N' •' -3 OR M-7. THE CURB FACE ON T srANDARD IS TO BE ADJUSTED TO MATOI MOUNTABLE OURS CONFIGURATION. ' A' THE e964eo4 e:o SECTION E E K cwvE NORMAL GUTTER ' Sg4-'4o9 b^. WBs TO E. CHARGE PG'� 4Gv43by4444e 89 :-44 Y^ 6" A GA BM15E TYPE I SIM GABS A3 IH.ES.I FORD. 21 OHMS M ® pF MA%OSLOPE PORT OF ORME CHAYOEe'.'i. FOR CUR® AND CUTTER ONLY W Pebo4e4a b O ALH NRB UTl R A a I2 %MAXIMUM INCREASE IN SLOPE AL MNWUY V NTERVNS B uRRExnY uILTSEC71ON SECTION D-D C-C : x x S z DECREASE w SLOPE FOR ND B X NAYIMJM DECREASE FOR SUCCEEDMC MINIMUM p' "1FAVK5 .=WADI G MI UM NY 7E & SPOOPIwTION REFERENCE STANDARD ENTRANCE GUTTER �VDOT KGAD AND eKNGE sTANDAW)S (FOR USE WITH UNPAVED SPACE BETWEEN CURB B SIDEWALK) IaVISKN DTTE sxEE7 I GF I SD2 VBGHNIR DEPARTMENT O TRANSPORTATION DI/O VDOT: CG-9 DRIVEWAY APRON NUI IU 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. SHAPE T( OFNTOUR FREEE is I '9SILCIPIE OIIFTLEOr AIAEN TO INVERT OF SECTION A -A PPE DIIIAMETERSTINWWHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF PIPES ME ENCOUNTERED, e NOTES: SHARING OF MANHOLE MD INLET INVERTS IN ACCORDANCE WITH \ THIS DRAWING IS TO APPLY TO THEM STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF \ $LOPE TO MAN TO INVERT OF STRUCTURE. T CURET FIRE MANHOLE OR DROP INLET IS TO IE FORMED ARE) CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL GNAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSST OF A N9 PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS AT OR CLASS C1, EXCEPT IAM M THAT 25R OF COHSE AGGREGATE IBPoC UP TO 4" IN DIAMETER D CONSIST NE T OF STOW BROKEN K, / » BROKEN CONCRETE OR BROKEN CONCRETE LOd(. THE SURFACE SHALL BE LEFT SMOOTH BY MEALS NAND TROWELLING. MEANS I OF THE COARSE AGGREGATE SHILL REMAIN EXPOSED. • DETAILS OF INVERT SHAPING AS SHOWN HERECN ARE FOR ENABLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET 15 TO DE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW ONES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING °FRaA''CE10N ROAD MIDBRID�s STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE 302 DB.OB VIRGINIA DEPARTMENT OF TRNSPORTATON VDOT: STD. METHOD OF SHAPING MANHOLE & INLET INVERTS NOT TO SCALE DI-7, 7A 7B DETAILS OF CONCRETE COVER AND GRATE I'B DETAILS OF GUTTER AND 5-4„ 2" NO. U I BAR W EEL BAR 7. GB N0.14 w M 15. BMW 7) NOTES METHOD OF PLACEMENT - 185./FT., (ASTM AD15, GRADE 60. 1. ()RATE A I i0 DE UTLIZEO IN -GREATS A LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAPFIC. FlD 1. DI-7 NO GUTTERS. 2. GRATE B IS TO BE UTILREU N DI-7A NO GUTTER IN ONE DIRECTION. LOCATIONS NORMALLY DI-IB GUTTER IN BOTH DIRECTIONS. SUB,ECT TO TRAFFIC. -' 2. JOINTS BETWEEN GUTTERS AND CONCRETE COVER 3. FOR DETALS W LOAD CARRYING ME TO BE DOWELED WITH N X B" SMOOTH V. X 4. 'A".,% GRATE (GRATE B), SEE T-13I-7, RODS a APPROX. 12" C-C TO PREVENT SET1IE- y-Up AS L2y>•X2y2•X1/�� HE D3.05. ANENT. IN LIED OF DOWELS A 2" % 4" fDTC111UY CgfECTOR 4. CONCRETE COVER AND GRATE SE PROVIDED. DETAIL A ME TO BE FURNISHED AS A SEE STANDARD T-01-3, 4 ALTERNATE DESIGN. (RATE TYR SINGLE WIT. OUTSIDE 3. VARIABLE 21OR FLATTER. �B I OR ■ LSKS•-o- BARS DIMENSIONS OF GIATE TO PLAN VIEW (FROM BMA) (12 WO-D.) OR 3-4" % T' 11/E•' (CRATE ED. 4. DITCH GRADE MOST DE ADJUSTED TO MEET DIFFERENCE N ELEVATION. SEE LONgTUDMAL SEE DETAL N 5. ALTERNATE METHODS OF ARGUESECTION. ANCHORING ARGUE IRON WILLBE BY THE ACCEPTABLE IF APPROVED BY THE 5. F DEPTH DI BECOMES LESS THEN 4" LENGTH }�• ENGINEER. OF ANDS fETO BE EXTENDED AS 6RCTED SECTION A -A SECTION B- S. CRATE AND COLLAR ME TO BE g, CURTAIN WILL TO BE LOCATED AT THE END OF GRATE A CALVAWEED. THE PAVED DITCH SECTIONS OF THE DI-7A L 7. CONCRETE COVER MAY BE U-78 THAT ARE HOT ABUTTED BY OTHER BAR SPACING CHART APPRROXIMATE OUMTITES OLERIION PRECAST OR CAST IN RANI. ART DRAINAGE ATE 7. F NKI IAL DITCH GRADE I TOO FLAT TO ALLOW CONCRETE RDNFORCNG TTPE A B 8. CONCRETE TO BE CLASS Al IF CAST FOR ADJUSTED CRUDE TO INLET A SPECIAL. STEEL E 3• IN PLACE. MOUE PSI IF PRECAST. GUTTER DETAIL WILL BE R15646 ONKANS. 0.423 C.. Y. 0LHS. = I 1" I1" 9. DBMW TO BE PARALLEL TO DITCH FLOW. 2'ro 1.0° ®raeT AAA���2��.'''�,,,,'''��� 2'.0. �Dlrcn rCH SECTION A -A WE NOTE • E NOTE J + SEE NOTE 3 T SEE NOTE qq '-4•, GUaA BOTH WLOPES FLAT MEONTERMETMEOPSL E lW WA J t INLET OITCII �HEr •"� tqr- pGOTTEN (MADE BMX M BEAM TO BE PROVIDED • J - D - �/T� AD.EITEo ro LEEr M DREcreD Br THE HET ELEVATION ENGINEER OI-7A ONLY). TYPICAL ELEVATION SEE MIN NOTE 3 SEE N0�NO M cROSEE NOTE 3 n OR RATTER DIE STEER SLOPE -ONE RAT SLOPE BOTH SLOPES STEEP /PPIRO%MATE WIMITES APPROXIMATE QUANTITY FOR ONE CURTAN WALL, !LONGITUDINAL SECTION MEASURED FROM BOTTOM OF GUTTER CONCRETE q-J 3I-7A q-70 (WHEN INLET IS LOCATED CL/55 A3 ABOVE NORMAL DITCH GRADE) CONCRETE CLASS A3 0.241 M. YOS. (GO. Y05.1 NONE I.2R 2.118 WE NOTE B. XVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD MEDIAN DROP INLET REFERENCE SHEET 2 OF 3 REVISION DATE 12" TO 42" PIPE 241 104.z3 MORI DEPARTMENT OF 11VNSPORTATKKI 503 ]5::)VDOT: STD. MEDIAN DROP INLET (DI-7) C14 NOT TO SCALE W 1 * COVER A c ❑ ❑ O� CONDITIONS A ;❑❑❑❑❑❑❑pA, A ❑❑ ❑❑ II LETYERNG ❑ ❑ J OPTIONAL 1 ❑ ❑ ❑ ❑ ❑ ❑% f 13130 ❑❑ I NIX ` ❑ ❑ I7 i' NT COVERVERARRMI%BOLES. 9� PLAN TOP A�41-Y Lf SECTION A -A i WCN4Nf0 241/1" DIAL r COVER B TRAFFIC Q ❑�-VE. CONDITIONS MACHINED A'�,❑❑;Q❑T AA I A O11�R1r❑E1''11����❑1Q1R A -� 7 20'gA W. -YLV- )'-SI -EDA, OPTIMAL ❑O IL-Jj1 Qtl [] ❑ �I 3J•• qA_ X� ❑ d IO ❑ t, / ARP RD%. WgGNT RIB ❑� D COVER OS CBS. ± Mi FRAME TOP TOP OTHER COVER A OR B MAY DE USED WITH FRAME. APPRDX WEIGHT 2Y' DA 1 COVER 170 I.M. ± x N SECTION A -A SHEET 4 OF 5 SP I:, sx MI STANDARD MANHOLE FRAME AND COVER =4 .MODE VRGMeA DEPARTMENT OF TRANSPORTATION REV.7A02 1DE.04 6 VDOT: STD MH FRAME & COVER C14 NOT TO SCALE CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS AT IF CAST N RACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF M0 FEET OR LESS (OLCNG FACE OF CURB) ENABLE BE PAD FOR AS RADIAL COMBINATION CURB 4 GUTTER. 4 FOR USE WITH STABILIZED OPEN -GRADED MANAGE LAYER. THE BOTTOM OF THE CURB AND GUTTER cu.'I BE CONSTRUCTED PARALLEL TO THE SLCP SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 15 BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2• R DE THE VDOT ROAD DESIGN MANUAL. D ETE: MERE DIRECTED IN PLAN, MATCH GUTTER SS SLOPE TO PAVEMENT CROSS SLOPE (TYP. 2%) W' • fl:q P. D D D • D D A G. 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CglSDIRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MNMUM DEPTH OF T' IS MNNTNNED. COMBINATION 6" CURB & GUTTER SD2 REV. B/OB VIRGINIA DEPARTMENT OF TRANSPORTATION 20,W DI-3A 3B, 3C EXPI VDOT: CG-6 NUI ICI KALE EXPANSION KEYED COAST. BMS DINT BM G BM 2 1 MSF :• I I I�II III_ � II\ -_)III T-0•• 3•_p•• SECTION A -A 6'MIN, PLAN 6. MIN 10'MAN. hA _-VAR E' - MAN. 20' T-10" 2" WARPED r-KEYED COAST. MINT .).-A... g.. 2._g.. �B g.. 3._O. 2 APPROACH F-y CUTTER i4 S j BARS A GUTTER MCI BMS F BMS E 1 Wp DIAMETER x BARS E = WEEP HOLE FRONT ELEVATION BARS F B° 1.-8.. s•• EARS B - - - )GUTTER REMOVED) }/.' 5XI/" BENT*TE SECTION B-B g..TYPE A NOSE DETAL SHALL BE USED WITH CG-3 L CG-7 STANDARDSE2%z'X2%..NA..TYPE B NOSE DETAL SHALL BE USED WITH CG-2 L CG-6 STANDARDS. GALVANIZEDTYPE A TYPE B %2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ARGUE OF M-30' TO MOLE IRON AT 2-C-C. CONNECTORS AND IS TO BE ANCHORED WITH ''/z• X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C. 2 NPR. PAVEMENT -. WARPED PAVEMENT DI-3A i L DI-38 L - q-3C . I F^OW PLOW FLOW• F� I 1 I DETAIL WHEN USED FOR USE ON GRACES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \VE)OT SPECIFICATION ROM MD BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' 233 104.09 05/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 :::8�)VDOT: STD CURB DROP INLET (DI-3130I-3C) C14 NOT TO SCALE D1-2A, M, 2C EXISTING OR PROPOSED SWEWALK. SEE NOTE IS E%PN510N JDINT BMX( OF SIDEN WALK EXPANSON JOT I A rBSMCg-C IN �C \\\\\\\\\\0I IFACE OF CURB JC TSI RACK CONTROL . 2._2.. B. laC PLAN VIEW L.A g.. CALV BARS A-1 W 10^ C-( IN BARS 6 IF F WC-C BASS C a B" C-c ARE A 9 IV C-C SECTION B-B COLLAR i• BARS A-1 L 2Vf'x2/E1 •� L-VPIEIABIE-MAx. ZOE I G'LL MFAOICM 2'-O" B" 2'-2" •• B" J'-0" n - SUFACE ALV. MO6X12 AM F _ C Nry a. 3._.. GALVANIED MO B X t? I -- 1 • G BASS E WARMIDSURFACSECTION D-D U WETO II 2" >€ILV J" P HOLD 9 (,/ 1� B BARAIRS ES .: .. ,. CAV. wEID AL WEEP HOLE rA1\_` J/Dry, Mc6x12 SEE NOTE a MT X ♦" CONIC CTOR SECTION C C CONNECTOR EAR To COLLAR. FRONT ELEVATION ADECREASE TO 1" WHEN NLEI Is USED SECTION E-E q 25 WITH MEDIANS. WARPED GLITTER SIRS A-1 APPROACH CUTTER IE. ' ^ •' WEEPHOLE / 11 ,• L 2U,•ltN/.^xv.•• 1 I Fs - BARS A-1 r SEE NDTE BNi PLdES GILVAI2EO BE _ _I ' _I n BURNS - ti. W' C-C fOR USE ON GRADES W BARS B a -PAIRS C < 'A' / X4" 5rw •�4' W D" G-G $CEDE coNN. . 0I-2C r ` 2 _ BARS F F B" C-C WELDED TO ANGL = 111 IRON a 3'C-C R"= I ROW _ WENOTE 5 NOSE DETAILS TYPE A NOW DETAL SHILL BE USED WITH CG-7 STANDARD. I TYPE B NOW DETAL SHALL BE USED WIN CG-6 STANDARD. GALVANIZED RATE FOR TYPE A TO BE BEfi)T ON AN ANGLE FOR USE N SACS SECTION A -A OF 31YAANOCONNECISRTOWBEOEAN ANCHORED BNTP"LA'0Tm STUD BOTH SIDES TO BE SYLIETENCAL FOR STEP DETAILS SEE STD. ST -I. ROAD AND BRI�STANDARDS STANDARD CURB DROP INLET ��E" SHEET I OF 2 REVISION DATE 12" - 24" PIPE; MAXIMUM DEPTH (H) - 9' 233 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VDOT: STD. CURB DROP INLET (DI-2A) NOT TO SCALE SFE STANDMAD SL-I FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE 1 TIE i0P OF MASOWIY IS TO BE LEFT FRAME L COVER SUFFIQENZ LOW. TO PERMIT PROPER L ADJUST)ENT OF COVER AND FRAME i0 GRADE BY 1NE ME OF MORTAR OR = SIMON AS DEECTED BY THE ENGINEER. a 21_gI sMlo RAT ALAS TOP AS DETAILED ON STANDARD T-1411-2 MAY BT rA SUBSTITUTED FOR TAPERED SECTION WHEN APPROVED BY - •••. THE ENGINEER. ST-D. ST-I 45- HALF PLAN VIEW HALF SECTION A -A (WITH FRAME MD COVER REMOVED) BRICK CONCRETE NOTES L OUANTITIES SHOWN ME FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MOST BE DEDUCTED TO OBTAIN TRUE OUANTITIES. 2 A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH, L MATERIALS MAY BE BRICK. CONCRETE ON APPROVED CONCRETE MANHOLE BLOCK 5. IF BLOCKS ME USED THE MNNUM THICKNESS OF SAME IS TO BE 5- OTHER TNCXWSWS ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STAIDARO IS-% THE COST OF FURNISHING AND PPACNG ALL MATERIALS INCIDENT& To THE SHAPING IS TO BE INCLUDED IN THE BO PENCE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD D BRIDGE REMSTANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET I OF 3 0472E 106.Ot CO-3 DIAMETER =•4=6 4(2 . WALL THICKNESS SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK TABLE OF OUMI DEPTH ORION MANHOLE CONCRETE uMCRE E BRICK CONCRETE CU. FEET THOUSANDS CLI YARDS CU.437 4 O.5 0.765 OJB5 1.137 5 OJ 0385 1.699 6 0.9 BS . 7 L0 T 0.785 2.22 a L2 0.785 9 1. 0785 2.485 7.7 .747 11 1:6 0]65 3009 11 t9 0.97E 3.455 12 2.2 0.970 3.817 13 2s 0.97E 0. 2.11 0.970 ..S.1 15 3.1 Os70 4 SO3 1B 3.4 970 5.265 q 1 AO LP3 6.032 INCREMENT 1 0.45 1 0.562 VDOT: MH-1 DETAIL NOT TO SCALE 4 I/ 2aR a. a. a . n ..'e WE NOTE 4 .a..6. <-.<'.a a..a'.a. "A'.a. v <.- Il.a ..a ..a 4" < "RADIUS n A -. SURFACE L. ..a e.' a BABE A.U, 11 VDOT: CG-2 C14 NOT TO SCALE CG-2 NOTES 1. TICS ITEM MAY BE PRECAST OR CAST N RICE. 2. CONCRETE TO BE CLASS AT F CAST N PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 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) OR INCREASED MUCH AS 3" (21• DEPTH) IN OR THAT THE BOTTO OF CURB ILL COINCIDE WITH THE TOP OF A COURSE OF THE P ENT SUBSTRUCTURE. OTHERWISE THE DEPTH I TO BE 13" AS SHOWN. NO ADJUSTMENT N ROTHE PRICE BID S TO BE MADE FOR A DECREASE OR M REAM N DEPTH. 5. CG-2 5 TO BE USED ON RIGIDgWgAWYB MEETING THE APENDIREQUIREMENT IIIFFI ECOVOOBT ROAD DESIGN MADAM. BASE SIIBB/SE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION s 21I p'G. 3" 4r 6-., T, R SEE DTE 4 -E:. B. s.. V. !. I SUBBASE 12 VDOT: CG-3 C14 NOT TO SCALE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST N PLACE, 4000 PSI IF PRECAST. 3. CUB HAVING A RADIUS OF 311E FEET OR LESS ULONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CUB. 4. THE DEPTH OF CUB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) ORDER THAT THE BOTTOM OF CURB WL COINCDE H THE TOP OF A COURSE OF THE PAVE T SUBSTRUCTURE THERMSE THE DEPTH IS To BE 16" AS SHOWN. NO ADJUSTMENT THE PRICE BD ISTO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CGI S TO BE USED ON ROADWAYS MEETING THE MQUIREMENTS FOR CG-7 AS SHOWN IN APPENDIX A OF THE WIDE ROAD DESIGN MANUAL. AD e BMPoETHIS ST T4EMTORASNSRIONTO EIg LTEDp NDETq,EXISTA�9NNfGHIN K OR THE CHANGE N ST"ARM MADE AMT FdGUVR OPENINGS. 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 WPp rIR *U > Lic. N . 45183 1(Z�' t/ 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 C� 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 4JMI INITIAL BACKFILL—,,441 UNSTABLE S. a" jl�N�,M B" SOIL -,,,,MIN. MIN. .� MIN. #68 STONE =.O RANULAR FILL AS APPROVED BY ACSA (ABLE SOIL OR ROCK' STABLESOILOR 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 MTH CAPPED ENDS PAINTED BLUE IN REMOTE AREA_ AS DIRECTED, MARKER LOCATION MAY BE SUB�E'T TO HIGHWAY DEPARTMENT APPROVAL. f NOTE: HYDRANT MUST BE FINISHED GRADE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 6' MIN LENGTH OF BRANCH VARIES (270') 2' TO 10' oI II ADJUSTABLE TRAFFIC RATED 18"-22" II VALVE BOX W/ LID 7 CU. FT. ALVE BO% z LI #68 STONE � a Z � 6" GATE f 42"MIN : VALVE iv TEE 2500 P.S.I. CONCRETE .! BASE AND THRUSTI, GATE VALVE BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE _ _ _ _ - 10 WHEN THE SOIL IS DISTURBED 0� 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. WATERLv. E NOTE 1. SURROUND WEEP HOLESWITH 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 CONCRETETHRUST BLOCK2'x 2' BEARING AREA. ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT ANDVALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.IT IS NOT ALLOWED IN THE DITCH.5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES AEIU`:E - E TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL GATE VALVE N.T.S. FIG. W-4 NTS FIG. W-5 " rOMPRO%N , 3/4' MALE PIPE COUPUNC OR A PROI EDUAL I. TYPE W SOFr COPPER NO E NG GNEAIE' FITTINGS DUAL SERVICE "_ SINGLE SERVICE - <E- SHALL BE USED ON Pvc PIPE m C C FOR USE ON ATTACNE: SINGLE FAMILY RESIDENRAI SMAC.ES OR DUAL REgCENTIAL AND IR IL+IIW SEFMCES d z R " MORON. 3/4 uAIE PIPE COUPLING ,PP� MAL FOR USE ON 00AO1L0' SINGLE. FAIRLY RSCE+BAL SERNCE.NHERE AN IRRRIGATON Mew IS NO7 PRCMCEI VAi, IE: —'':AL'oE 3px TO METER BOX (SEE FIG. W-( THRU W-7E). /ARIE` 2" COPPER WATER MAIN FITTING 4" CI- 4' PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS CAsr IRON UO FRI GRADE NOTES: • GATE VALVE WILL BE 4"UNLESS OTHERWISE SPECIFIEDBY THE ACSA. �BON• SERVICE LINE TO C ONNECT AT MAIN WITH X"x4'TEE.I • REFER TO FIG.W-3 FOR THRUST BLOCK DETAILS ON TEE. lCOPFERT�RDR• M.1 REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE.DEHO [WPUNGI NO CONCRETE SNOUID BE DOURED ON ANY PART OF THE RESTRAINED IOINT. USE PlAST[ SHEETING AS PROTECTION FOR BOLTS. ._ METER • USE 2500 P.SJ. CONCRETE. :G?' J--CORPORATbI STD^ •"•• .•-5U —BRICK AS A RY SAWI OR OUST UNOFR 'yY . 4' DIAA£ER MAN 'PC 12'!: R BOX _I, SI?fFP IR-INGH i:�,AM :�i4 !R..A. k,:;r�r 1_ LONG SI POCKET. UJOT MNMW 1HUaE551 ,:.J.;:iNLa9''.,A'-:=': 'r'.''1[5ly v C nu NO 57 AGGRI TYPICAL 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" 4A VARIES 4" DIAMETER BRANCH VALVE BOX AND VALVE SET DOGHOUSE BASE +•• EXISTING SANITARY .J. PLUG ON CONCRETE BLOCKS SEWER PIPE VARIES DOGHOUSE OPENING SHALL i • MIN. 12' CLEARANCE MIN. 4�. 'sj-1 —� MANUFACTURER OR ANBETWEEN TONE EXISTING BEDDING WATER �{ �''. •U �" SAW CUT ITo A FIT PIPE .. . r OUTSIDE DIAM ATER B" MIN. I" 1 ].5' B" MIN. 4 �`4 PLUS 6". �'„ 12" THICK VDOTNE CAST IRON LID WATER MAI RESTRAINED JOINT FITTINGS !� No. 68 STONE BEDDING 18" METER BOX SOUR CONCRETE ARE 4'BLOCK' A SIDE VIEW 1-. .. .. _:. 60. J ON-LINE WALLEA CENTER W/RISER (a EACH) DOGHOUSE MANHOLE BASE (TYPE FILL DOGHOUSE OPENING nB") ,��„���������,�„�,, ,,,�,��,�, III Hill III III Hill I 36' MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE SHOWN BE CONSTRUCTED AS WITH PSI CONCRETE a ryry1 j 11ti .,� e a ° ON FIGURE S-1—A OR NON —SHRINKING GROUT 'NL .+ VARIES ry� THREADED COUPLING 18" tB Mln. PVC SLEEVE BRASS NIPPLE AND PVC 1 17.5"� _O CAP ALLOW CONCRETE WRAP EXISTING PIPE WITH 6" EXTENSION B -I LUBRICATE ALL THREADS ��pL BEYOUMIN BASE NEOPRENE GASKET MATERIAL .." 37' MIN. THRUST C OF STRUCTURE BEFORE RULING THE OPENING " + RU5 BLOCK ' '" NEOPRENE SECURED BY 2 6 NON - DOOR HINGES ` METER BOX (SEE FTC. W-%) .° CORROSIVE OF OPEN 1 ON r----- ---- -----� VALVE BISX EACH SIDE OF OPENING zIP LALO NNGNUT LOCKING ASSEMBLY 555III���III e ( ) 1Z' MIN. - ' NO. 57 STONE r 12" MIN. CAST -IN PLACE HOLE DIAMETER DRILLED UNITS* FOR TOUCH READ 1 ® M.J. FITT'h. NN 3,000 PSI CONCRETE BASE 1U2" PIPE SLOPED FOUNDATION SECTION VIEW I I BYPASS TO DRAIN IF TOP VIEW' GRAPE ALLOWS IIIICONSTRUCT IA FORMED INVERT FROM NEW SEWER LINE TO ALLOIII Hill III III W C VARIES VARIES �2" BRASS PIPE NOTES: NOTES: NOTES: `\\\ _ 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. (1� A 1-3 / 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. I 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 HATCH ALUMINUM ACCESS WATER PROOFING COMPOUND. DEAD END BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN TYPICAL METER BOXES (TYPE "A") ACCORDANCE WITH THESE SPECIFICATIONS. (5/8'r-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. N.T.S FIG. W-7 FIG. W-7A FIG.NTS NTS FIG. S-1-Ai FIG. 'WI TD-13 TD-14 TO-15 TD-19 TD-26 METER SIZE DIMENSION DIMENSION DIMENSION A D C 1 1/2' 3'1' 5'0' 318' 2' 3'1' 5'0' 3'8' 3- 5' MIN. 10' MIN, 4' 5' MIN. 12' MIN. GREATER THAN a' PROPOSALS WILL BE SUBMITTED. SHIMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM #u > Lic. N .45183 A� I f7 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 mil C15� I LImm \mq 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 LF H T LF H I 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 3.63 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 COO 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. NITS FIG. W-3 TD-3 ACSA THRUST BLOCK DETAIL NOT TO SCALE FINISHED GRADE =1TI=f Ff=1� 1=ITI�� T-ITI� R=T1 r=1T1=7 fT=T1 r=1T1=7 fT=T III III III III III II TRENCH REDUCER � 6 �2500 P.S.I. CONCRETE THRUST BLOCK ----------------- - __________________ UNDISTURBED SOIL g 9 18 MN PROFILE VIEW UNDISTURBED SOIL - EDGE :<, T - - - OF TRENCH N 24 MIR ----_-_---- .4-----� 'a REDUCER 8" MN. 2500 P.S.I. CONCRETE THRUST BLOCKS a° < 8" MN. - - - - - - - - - - - - - - - - - .. -i- - - - - - - UNDISTURBED SOIL - EDGES OF TRENCH ° �24" MN. NOTES' PLAN VIEW • NOT TO SCALE • 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 Pln 1.1Np 1, Lsn Geld. welro� l, 322de7g] . meA PO. SeenusB lntl areTllecNol YleM1mLTEI Ile, 503g420.$ emsHenfcpAOm "and O. 97A1WE5 SI I L FOxM I S UI N I e Neelb.A can tle. Tnu .HUnECCWgN/ x2 THE STAPLE I The emckI Portland style 1 WILD mck l6 Pomgntl k it COOe approvetl. Lock it up! CONSTRUCTIONI MATERIAL OPTIONS E 2" Bc11. dO Round Mae Pipe '.2-S 1 e z sec Bpuare SbeiluDing n.. ulle:ROpg 5/8 x SI"E l@'SRN Flaf Ba: (PIpxIMel P,00Q -SRelRangem(lke es) Rang•win-cwuM R&Base NpngP SOuu•Tueing6Mre• -1. Lenste OIMExsloxs 1�1a] NA mw -5.6'WtlM d6'H.IOM O Cmlore Slv MightfLength RECOMMENDED UMM NOTES: MOUNTING OPTIONS ^Blke'Is ]0' ❑ Hange Mountobeen) IJUNE,um Spadlp (6).63-Motinti Holea (s)R•cpnmeM•d spacing ❑ In G,-und 11RpEZRnsions PINISM OPTIONS ((( - ❑ TXMSRlnieu Sleal Ed BOHn FInIah I ffi ❑ "Dit,ded Galwre ed 1 ❑ Peedw Coating ❑ fiwmpgpmccaanng I r" - ADDmoxALOPTIONS (72) (22)IsOcIfflona1Aa1 @0� ❑ ROngm Cows(OVOR and p1pIicwlan,oun0 pIP•anl» CONIRACTOE: JOB: L:\\�\\\\ NOTR: MasMncumm InM PppMCNMIwMI PROVIDE (2) "THE STAPLE" RACKS OR EQUIVALENT FOR A TOTAL OF 4 SPACES. BIKE RACK DETAIL C16 /NOT TO SCALE 1.5" SM9.5A ASPHALT 2.5" BM-25.0 ASPHALT BASE COURSE )00000000000000 00000000000000 6" COMPACTED VDOT #21A III III III COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED 'HEAVY DUTY ASPHALT DETAIL NOT TO SCALE 2" OF SM-9.5A SUPERPAVE 0 O 0 O 0 O 0 O 0 O o 00000 O 0 O 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 5 TYPICAL ASPHALT SECTION \ C16 / NOT TO SCALE -d4 a 4" - 3,000 PSI CONCRETE C d. 0000000000000000 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED b \TYPICAL SIDEWALK SECTION C16) NOT TO SCALE e r, 1 `' PAVEMENT MAP LEGEND a"e °p� ■ HEAVY DUTY ASPHALT - SEE ABOVE FOR DETAIL ASPHALT (TYP.) - SEE ABOVE FOR DETAIL 'Uqm R� •MO r, I ♦ 5 ° \ es. % \ .+ TYPEr- 4 ^.. b \\4 \ \ BLOCK 1 AMENITY CALCULATIONS: \� 1. DOG PARK 9,860 SF \+ 4 \ 2. OUTDOOR \ �4 \ SEATING AREA 8,720 SIF �141, 3. LANDSCAPED ti:t ° G-12 �� + 4 WALKWAY 8,427 SF ;> F TYPE B 4. CLUBHOUSE + y, + POOL 11,127 SIF pcE Nits - \+ 5. LANDSCAPED '• \, WALKWAY+ TYPEEs I TYPE E • B SITTINGAREA 9,148 SIF +� ° \se 47,282 SIF 0 SF 720 SF DOGE PARK OUTDOOR SV CHARGING \+ \ SEATING AREA -" 6 \+ T ITION \ -- IN c-t2 427 SF LANDS CAP <j sladAc °��y o} < ! e9Nt ems? '.t L ND11 4CAPED ®WALK ° WA ITTING A _ b E Qo� a•as •a as - � q X .. SLIT q Ci L S THE BfFE "588 i ow. TYPE B i. ARIAM G-12 q •B^ IN � NAM �• TYPE A ;.: •?• 4jB53 � • .. - W9.20 102 Y4 /\ \\, GLIB ' • d ...,f` 001 Dom RU R \Nt V f. e it'll 1 Li - 11,127 SF �LUBHOUSE 7 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 ♦U > 45183 f7 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. SITE & ACSA DETAILS 8 AMENITY LAYOUT C16 1" = 50' Rork 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 price bid for other 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 an. 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 9 project engi neer ineer the final P 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, Hoz-mat Center (if spill involved) - 911 Procedures to respond to traffic incident that may occur in the work zone: 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. 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 Control Work BAiTand the Shoulder Operadon (Figure T-FC-1.1) NOTES Guidance: 1. The minimwrl distance between the sign and work vehicle should be 1300'-1500' on Limited Access highways, and on all other roadteals 500'-800' where the posted speed limit is greater than 45 mph, and 350' 500'xhere the posted speed limited is 45 mph or less. Op1iom 2- The ROAD WORK AHEAD (W20.1) sign may be replaced with other appropriate Signs such as the SHOULDER: WORK (W21.5) sign. The SHOULDER WORK sign may be used for work adjacent to the shoulder. 3- The ROAD WORK AHEAD sjEa marbe omitted where the work space is behind a barrier- more than 4 feet behind vertical curb (Standard CG-2 and CG-6) on urban roadways- or outside of the clear zone for all other roadways. For clear zone values sec Pagc A-3 of Appendix A. 4- For short-term- short duration or mobile operations - all signs and channelizing dcvjccs may be eliminated if a vehicle with activated high -intensity amber rotating- flashing„ qrr oscillating lights is wwd. Standard: 5. 4'ehicle hazard Aarning signals nals shall not be used instead of the vehicle's hi h-intensity amber g rotating, flashing, or Dscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or oscillating lights. 6. if the work space is in the median of a divided highway, an advance tsarning sign shall Alsip be placed on the left side of the directional roadway. Typical Traffic Control Shoulder 0os urn ,itip Bonier Operation (Figure TTC-6 2) �oTF.Y Guidance: 1. Sign sparing should be 1300'-1500' far Limited Access highwms. For all other roaditrns, the sign spacing should be 500' 800' where the posted speed limit is greafeir than 43 mph and 350rrr 500' where the ported speed limit is 45 mph or lass Standard: '-. On divided hghways haling a median slider than 8'. right and left sign assemblies shall be required. 3. Group 2 Cbannetizinit device snaring shall beat the following: Grocip 2 Ctiaiineftiong Device S [Location +M-•^nR Speed Lima ( h) Lacanan Spa"R Speed Lma (- L Location SPadrg 0 35 36 - Speed Limit I^W'} 0 35 _San. 0 -35 WL Transition 27 1 4O TraveMW EO 1 129 'CmsmrawamensspamWmaybeirKma d n this dista,ce, but shall aM exceed one nulls %mile. 4. The minimum length for a shoulder tap" shall be 36 " on Limited Access highmys. and'.5 L for all other roadways (see Note 7 of TTC-5 for values of U. 5. '5-hen the barrier transition slope is on a horizD¢[al alignment. the total offset shall be prorated around the curve in lieu of a straight-line slope. 6. End treatment of a barrier in order of preference: a. 11Lere gnar•drail eiists, attach to barrier with appropriate fired object attachmeat. It. LyLere cut slope evst, bur, barrier into cut slope and provide for drainage as needed. c. Friend end of barrier until it is henond the established clear zone (see Frgga re 2 an Page A- 4 in Appendix A for clear zone values). d. R-hen barrier end is inside the established clear zone. attenualcr service Ts Ty IT Pe I or shallbe used. Contact L.SD Standards1SP� 'al Design Secd6nf9r approved ane¢natorsors Barrier panels S inches in width and L' inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and spaced on 30' centers alo4 the par:-dlel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic -lens sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Tape B flashing tight. Barrier delineators shall be installed along the traffic side of the concrete barriers. Barrier detinaton shall be spaced on 20' centers Wong the transition or taper sections and spared on 80' center' in-between the barrier panels approrirnaely 24 inches up from the roadway surface. has 8. The barrier shone in this typical application is an example of one method that may be used to close a shoulder of a long-term project. 9. The RIOHT SHOULDER CLOSED (R21-5aR) sign may be eljm, ted from all mulways exec¢[ Located Access hiehvvays Guidance: 10. IVdri%wrs cannot see apullofarra beyond the closed shoulder, ng0ormation regari1rig the length of the shoulder closure shall be prodded in fees or miles, as appropriate. 11. An emergeno puff-offarea should beprovided per Seaton 60. 13 and Tengionin. Tmflc Control Figure TTC-,4 1: Aevisia 1-41'2015 2: Revision 2-9X2019 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23 2) 21OYES Guidance 1. Sign spacing etstance should be 350'-500' where the posted speed limit it 45 mph or lass, and 5Mr Boor where the posted spoed hour is greater than 45 mph 2. Cary should he ererrised when establishing the limit ofthe work -one W insure madmumpossible sight distance in advxmce of thellagger station and awansition, bused on the pasted spwd limit mud at least Oal rat or erearer than the values in Table 6H-3. Generalll'spooking, morn im. should hale a clew line tohr from The graphic Jlagger svmbol si?n to rhe-Ragger. 3. To matttnun e�Icient ma�icliow in a jfaggrtg apluntlan on a rwo-lale roadway, the lmivmum time motorists should be stopped at ajlasTer station is S numa ss for high volume roadwm•s (avernRe daily tni fnc of l00 or more vehicles per day) to a maximum of 12 mtmtes jar low whime roadways ifess than 500 vehicles per 4). For additional tnfonuattion see Section 6F.07 2 Standard: 4. Portable Temporary Rundle Ships (PTRS) shall be used as noted in Section 6F.99.-' 5. Flagging stations shall be located far enough in advonce of the work space to permit approaching traffic to reduce speed =&w stop before passing the work space and allow safficient distance for depn tin traffic in the left lane to return to the right lane before reaching opposing it (see Table 611-3 on Page 6H-,). 6. All fligners shall be state certified and have their certification card in their possession when perform',, flaLgins duties (see Section 6E.01. Qualifications for Riggers). 7. Cone spacing shall be ba sed oat the posted speed and the values in Table 6H4 on Page 6H-6.' 8. A shadow vehicle with at least one high intensit amber rotating, flasbing. or' oscillating light shall be parked 80'120' in advance of the first workcrew. n: 8. A SLOW 1-V ]0 si ' ma • be jn thu gat to ove advance warm of the operation ahead by slowing approacbng traffic Q<ior to reacting the flogger station or queued Guidance: 9. 1 the grieve oi•rr�ic retches the BE PRMIRFD TO STOP iff3-91 sign thin the signs, and if used tte that be read)lured atgreata dismrer�. 10. Tfben a hnghwm•-rail crossing etsts within or ulost ram of the trmuition area turd it is annctpafed that queues resulting from the lane closure might erled through the highwS-rail grade crossing the tetnparary' rmir control ;uric should he Mended so that the husisitoe area priaciedes the highwnf:roil evsstrrg [see igure TTC-56for addkional tnfomaton oh highwns rtdl crossings). Standard: It. At eight, flagger stadow she➢be iUwninated. except iu emergencies (see Section 6E.08). Qv_uo> 12, Cones min' be eliminated when urine a'dot vehicle operation or mhm the total madway width is 20 fat aI lets- 13. For low -volume situations with short work zones on straidn roadways where the flaginer isvlsibleto road Standard:' 14. When used. three portable temporary rumble (PTRS) snips shall be installed across the entire Itas el Lite adjacent to the BE PREPARED TO STOP (R34) sign. The portable temporary rumble snips shall be monitored and adjusted as necessary dining the work shift to ensure proper Vlacement on the roadway. RLen the PTRS are installed. the RUNJBLE 5TR1PS AHEAD (11.0- 16) sign shall also be utilized. 1: Revisica l-412015 2: Revision 2-91+20D VEMENT NOTE 80' - 120' WORK VEHICLE W2D-1 O SEE NOTES 2 AND 3 Shoulder Closure With Barrier Operation (Fignre TTC-6-1) I^aI' __1i BARRIER FLARE snare I: Eb siaua 2-9.1•,2019 Lane Closure on a Tsro-Lane Roadway Using naggers (Figure TTC-23.2) -ud11dfL Ie&iR7 - PT1165PACIn I (CBaER to CENTER) P0.4tEA'aTNTarOItY 9P® LIaIT i.M aril I FEE et-taa1PH fSFEET a rat NINI a9 FEET PTRS -'liWlltl SEE NOTE 4 mommom ¢o 0 0 r ors ROADWAY CENTER LINE PTRS SEE NOTE 4 & 14 1: Revision l-I4t2015 I- Revisia 2-9f1R019 G20-2 (V) $o . 120' SHADOW VEHICLE REQUIRED BUFFER SEE TALE 6H-3 5a . 100 FIAGCER STATION 8EE NOTES 2, 3. 5 fi 6 SEE NOTE 1 0 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 N21-SOR W I6-VP1 DPT104AL EE NOTE 10 N21-56R PIP W70-7 W3A so Nam to W2a-V2fi SEE NOTE 15 W20-4 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Lic. Ncy. 45183 I II_ hsv�T. FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCKII ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP] 2021.11.19 [FINAL SDP] 2021.12.20 JARS] 2022.01.31 [FINAL SDP] FILE NO. MAINTENANCE OF TRAFFIC DETAILS C17