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HomeMy WebLinkAboutSDP202100065 Plan - Submittal (First) 2021-07-26FINAL SITE DEVELOPMENT PLAN 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 SPOT ELEVATION 311.5 TC x TOP OF CURB ELEVATION 311.5 TW x TOP OF WALL ELEVATION 311.5 B W x >�� BOTTOM OF WALL ELEVATION STREAM - - STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT - - ROAD CENTERLINE FRONT OF CURB BACK OF CURB 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 OHLI 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 5 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. CAMPUSE. BLOCK 1 EXISTING USE County SDP Number Pending Forest TAX MAP 76, PARCEL 46AA PROPOSED USE ALBEMARLE COUNTY, VIRGINIA Multifamily (128 units) VICINITY MAPSCALE:1nn=1000' 1501 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: 208 spaces 32 bicycle parking spaces provided GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall 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 service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI 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 I AM PM Daily Use Description ITE City In Out Total In Out Total Total Multifamily (Mid -Rise) 221 128 Units 12 34 46 34 22 56 696 GREENSPACE & AMENITIES Greenspace & amenities shall comply with conditions of approved ZMA20190003. 20% of Block 1's area shall be in greenspace and amenities and 20% of Blocks 2-5's area shall be in greenspace and amenities. Block 1 Amenities: 44,257 SF required. 46,226 SF provided. :few, -a 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. aenersun rouge Aparmlenl Homes 3 w°a 9 �y,Pa P. 5 The Woodlands 0 of Charlottesville Claim France. Q o ; J lea Park- - -.ik&Ride = v AZALEA Nap Roofs F.,,, \ PARK Azalea Park Dog Park Timberland Q � - tAoams GeA` Park Apartments LID LYNCHBURG RGAD_ ReeflelesQ V,r9q © - ImmunlryPool e �'♦ f Cavalier Crossing tv � "4, andmw Villas At Southern Ridgel� " Fihh ,1- Slreet Place9 numw.mo Apartments STREET of 9 SITE �TH Sth s` .ks �c ® Albemarle County Fire Rescue-Admimstration Oak Hill !' Albemarle County ® ° epartmem or Social. g"a'P a.uw oavea a �Oee°°atl4n � rF 4 �ryv'4v Calvary Chapel Q 1 Chadonesvule Kingdom Hall of 0Jehovahs Witnesses d F my = }, s Alan Authority a 'unsm.. � n°me°�• '° a The School0 , n 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 & ACSA 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 O G o� f�JS�� U JUSTT�o. HIMP T 45183 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP] 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 4�,tTH 0 o J� v JUSTIH1 � 45183 w� SIONAL E�� 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 SDPI 150' INSCRIBED DIAMETER DEDICATION 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] invalid, 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 the�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. ReeDeveloper has iWmodified application for rezoning of the prop before the Albemarle CounAy Planning Commission. The evelop ahalll 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 substanfee 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_ ►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 'tfie 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 The County Jb} and trough 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. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O� G o�JS��' U JUSTn moo. HIMP T 45183 <v� T E1�# 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] FILE NO. We 11A ALBEMARLE BUSINESS CAMPUS PERFORMANCE AGREEMENT EXCERPT C3 LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 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°15'12"E C11 7°31'22" 200.00 26.26 13.15 26.24 S76°14'42"E C12 26*12'51" 601.62 275.26 140.08 272.86 S02°48'46"E C13 0°28'02" 3044.10 24.82 12.41 24.82 N21°44'27"E C14 0°53'42" 3044.10 47.55 23.78 47.55 N22°25'19"E 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 :r r SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O� G o�JS��' U JUST n moo. HIMP tic. 45183 <v� T E1�# FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP] FILE NO. 18.004 EXISTING CONDITIONS: OVERVIEW C4 IRON SET T.M. 76 52K \ WAYNE P OR VIRGINIA P COLLI R D BRUCE V THOMAS Mu \ \ rF, \ \ \ \ D.B.4457-592 BOUNDARY LINE /, `\\ ` �- Glr�` IF / \ \ '�, \\\\ `\ \ ACCORDING TO PL /,/; \\ \\ - ` --- D.B.684 149 PLAT - / \ � '/ \ \ N \ RECORDED IN \ ZONE: R4 RESIDENTIAL '' �, \f S \ \\'\\� \ ' /'' ''/ - \ \\\ \ i ------ �\ \ \ \ \ ��. .925-236 i /' / /' / \\ \ \ \\\ \ < ,— SE: SINGLE FAMILY RESIDENTIAL \ \ \\ \� `\ \ / ' / /' \ \ —_'\ \ + / \` \` `'p 2.44 AC / \ Oe�To� .�\ yH•\ `�\ `\. \\ \oy\ 1� �\ XI / \\//, // \i `\ \ T. M . 7 6 — 5 2 P \ \ r�--------------= RACE, PAUL JR & VALERIE F \RACE dO/ D.B.684149 PLA + ZONE: R4 RESIDENTIALdip USE: SINGLE FAMILY RESIDENTIAL 1 .38 AC 'e ° �uao— /� QO \\ I au I ' �/' i'/'/ / / au au F ° �\ \ I I I I O� /y- I IRON -FOUND \ L K\ \ / do �F / �,"/ \S80017 47 E 3.78 \\\ -- 6°� \\ ` QM CORNER 3 I oeCS', \ / /' 76as 2?p. \ w\ / / / / do/ / ' - \ / /aa/ / / / — / ' ' / ' l/ \ ---- — -- J I /' i'— / do If / I \ v A v 5.52 A RES L / \ c\ \\\\ \ \ ZONED: R1 5 /'i'/ / , / ' �� ar/ 1/' �, BOUNDARY LINES OWNER: MOU INWOOD V SHIMP \ ACCORDING TO PLATS PROPERTIES LLC \` RECORDED IN - /' ENGINEERING2. / / �oo —\ \ l / / D B 1615 687 - -_ _ _ -' /, �' / I / / / / / / / 1 1 ��: � / \ LAND PLANNING -PROJECT MANAGEMENT \ \\ \ \ .925-236 DB 5010 420 PLAT \ \\ \ D B P G 2 3 6 PLAT \ _ _ , / v_'' \ 912 E. HIGH ST. 434.227.5140 , / , /, / T.M./ 76/ 4�A , , , \ / / / \ \ \ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM _ 5TH-,STRtET�FOR/E`ST LL,C' v v 71 `4.5�19�331 y D.B. 14y l 626/' � zv \\ NTH \ tF \ \ \ \ \ \ I \ IS ----- ,-------- --------- i i / D_B_30 8-88,9�I9 7 PLAT / ' i UJUSTfump> 1 - -- \ \ \\ r Z�]� MD / \\ ' 4D183 \ J N O N — w /\\ \\ \ \ — — --/ / is — ' \ --- ----- iV MANAGED SLOPES I I I \ °—� ago �. � � ,\v ,— —--------------- i I � / FINAL SITE DEVELOPMENT PLAN o�\---------- — - �\ ALBEMARLE ------- ---_ \�� BUSINESS CAMPUS: �3 \ _ ---- ______------- '� - \\\ BLOCK 1 \ e q \ s if"\--- --- i �i \ \ \ - \ \ � � �\ � � / � — , F � � ALBEMARLE COUNTY, VIRGINIA I SUBMISSION: / • \ w,\ - \ . — — _ _ _ — — — 2020.1 .O5 [INITIAL SDP] 160 REVISION: 2021.07.26 [FINAL SDP] Qvu is T F _ 0S T.M. 76— —.——._._.—.—.—.—.—._._ DDH LLC ��\ J! \\ i / -- -- ---- \IS SI v A ,v* w / D.B.4495-584,588 PLAT__ - ZONE: R4 RESIDENTIAL FILE NO. USE: COMMERCIAL `\\ �\ �\\ + '92 `\ w-w-ww - �' _ __--\ /' \\ i 18.004 5.43 AC T \ \ \ \ \\ STATE�RQUTE sus \ \ i --- ".— ---_ /' — o \ \ C0U"TRY GREEN ROAD I / ,' ' EXISTING CONDITIONS & DEMO ---------------\ \ I 1 I\ � `\ 30 0 30 60 90 480 ,h- \ %-- — — _ C5 ,_---------� , \ `� \ � \� \�\ Scale: 1"=30' % 0+ % % % % 01\ 0 ROW DEDICATI 8 F'S�Op A % 0 ----------------- ------- Ucu-- uou 5 wu� wo wo ---------- 3 PRIMITIVE PATH A- 16 20' > O 00 -0 0, 'o 'o o' 701p o'w co o Z X Ov 0 /0 Z 10 '5� Z00 U' 10 ./60. 0 (9) X do X 3'R 90, 00, 3 Z R (@ Z Z .00, 2' O=VERHAN (FOR NG X 00, PUH,UbLS ONLY) Z 0 00, 1 0 U9 �Z- Z XP z .00' STAMPED Z CONC. PED. PA tK Z X Z b "001 Z '3 DPES CP R13.00' % cP X 4' 8.00' PRIMITIVE/ 0\ y 0 FFE -73- \\- Z 46 G \02- C?' 5\-g IS z Voo\ Ws 0 is PIZ mr, kolj�llimm ImMom ko-..as .00, .Do' 2OVERR) (FOR PLAf PURPOSES 111111111 OS SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 45183 L 1w FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP] SIGN 77 FILE NO. NE 18.004 OW DEDICATION:-268 SF SITE PLAN 30 0 30 60 90 Scale: 1"=30' C 6 I / / / /' ♦♦ — — — — — — Cl- A\\\ / i i � / �� -: sec __ � �/ .y � ♦�� _ ` ;. v\ \V A �—I 1 l A �'. I I I / /'/'/' / o<+'/ / �/ / 'p5°j' — � / /7� VV � AA V•`•�',. A A A�v 1 V � A►��.'�l� MAX. 6' RETAINING WA lt�h$6l /-/ .`� ❑;�\,� I _.L. I I l —-----� /- v �A TW/BW: 464� 8 /5800 /� i �� A / fb°�\��o�'�`'F / ,♦�� 6.5a - / .6, \/ /+� / / �// /v� /`� / / ./ / .,�v c �% _� 0� .�'_ /, 4 �I /-, I � I II � /r 1 I I I MAN/ GED SLOPES v A vv � SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT V•F \ � A�A V A \ � � v v ;' � � /� � \ / A � � II � :.�-;R' , aec i y/j'/ / / / / / � ._.'� \ � A � � —il � A �+ 1 \ A 1 ]. � 1 / A\ \ 912 E. HIGH ST 4342275140 j' / 1 ` \ \ \ \ � � \ , ' ` ' �-- _ ---- — - -- � / - / t \ •' / j / / � — — / / / / �ryI -j I I / TESVILLE VA, 22902 -ENGINEERING.COM — CHARLOTJUSTIN SHIMP \ C� V A A k V A v � vv vv A `-- _' -- - � i ---_ �'/ ,// _ - � "';\f' ✓/- / � / � � Esc •:-��/v I I T -1 I�/ A\ \ \ �R\\��,--------- v SHORT RETAININ - ------ WALL -, .w��NST�11�% HIMP a \I\ k\ I \\ I�_��______ +.. \• � \ -.'' \� Shp ��-- � — - W a�� ___ ����— �� 1 ,O ' / \ k �° C°" b �' • :" \ �a ' �✓ — \ / \ ��W / "� F \ — Cr / I �sSIONAL E�OS� X w or / I � � \ - is < _ / S — — FINAL SITE DEVELOPMENT PLAN 68 ALBEMARLE 2 _ \,v BUSINESS CAMPUS. 95 80og 0 A BLOCK 1 1 SHORT RETAININ ' ALBEMARLE COUNTY, VIRGINIA SHORT RETAININ \ _ Y — 20 WALL \ / / — ... i 1,,,,,,,,, \ `'! S> fSq�r � - •:.... \ FF WALL \ \ \ > -r�' FFE A6� 5\-OG Is i — _ \ I SUBMISSION: f 2020.10.05 [INITIAL SDP] REVISION: �\/ �` 2021.07.26[FINAL SDP] Fiy� CLUBHOUSE o WALL 7 ' :•""'• I / \ 2,800 SF x x s- _ \ I / \ S O FFE 476 - - - �� / HORT RETAINING WALL —_— —_\—\ � - \\ / /, / FILE NO. 18.004 - ,' GRADING PLAN / /--\\ — — c\� --------------\ \ 30 0 30 60 90 h -- V �-----` � \\ \\ \\ \ \\ \�� Scale: 1 =30 480 480 475 475 480 480 _ _ - - 485 485 480 480 470 470 475 5 480 480 475 475 465 465 _ ----- ----- 470 0 -------- _ EX. 475 _ - - - - _ 475 470 - _ GRADE 470 m 460 460 _ 465 0 5 470 470 465 m \ \ "' 465 m 455 455 �O� Gov NEW _����� n+N 460 0 +pp r NO w Z 465 -rnrn 465 w�p woo �a �o +� NEW 460 z as 460 450 m 450 f GRADE zNo N 455 5 m 3 ¢ a #3 STONE _ 460 w 0 460 455 455 z w > o N Z 450 0 445 0 445 .87 LF o 0 77.13 LF 15" HDPE ® 0,65% n o 0 455 455 450 �' "' "'�5 n■ " 450 440 z 440 z w? 445 z 5 450 0o N 450 445 0 > - z 445 z- z - yy 435 435 f 440 10+00 10+50 11+00 11+5040 445 0 445 44 z - 440 10+00 10+50 11+00 11+5040 430 430 qq w 440 10+00 10+50 11+00 11+50 12+0040 N 425 1g z - 10+50 11+00 11+50 12+00 12+50 13+00 425 >z z STORM SEWER PROFILE AO-A5 2 STORM SEWER PROFILE: BMP 2 3 STORM SEWER PROFILE B1-B4 4 STORM SEWER PROFILE B2-B2B C9 HORZ: 1"=30' C9 HORZ: 1"=30' C9 HORZ: 1"=30' C9 HORZ: 1"=30' VERT: 1"=10' VERT: 1 "=10' VERT: 1 "=10' VERT: 1"=10' 485 485 C4 485 485 1 D2 480 480 CC 480 480 475 0 - 475 GHAUL 480 480 475 ,� 475 475 475 N 470 w 470 SHIMP 475 475 470 z NF#5 STONE 470 470 .q70BEDDING GRADS - j - 465 465 ENGINEERING 470 470 - - - - -..- 465 465 LAND PLANNING - PROJECT MANAGEMENT 3 - 3 465 z 465 CHAMBERS INVERT 461.00 460 a 460 465 z 465 460 ,;� _� _� �._� ,�.. _� _� s �._� ,� 460 a 912 E. HIGH ST. 434.227.5140 460 460 o 01 m 455 0 455 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 460 460 a z > 455 z 455 z 0 455 455 z 450 450 455 455 - 450 450 ���p,LTIj (, L o O 0 450"10 450 445 445 G 450 450 qq 0 445 045 445 10+00 10+50 11+00 11+5045 440 40 JUST�HIMP a 445 yy45 1_s$ 10+00 10+5$ 45183 1 10+50 11+00 11+50 12+00 12+50 0lk 5 STORM SEWER PROFILE Cl-C4 6 STORM SEWER PROFILE Cl-C1 A 7 STORM SEWER PROFILE: BMP 1 8 STORM SEWER PROFILE D1-D2 Nl�F�`SSIOXVAL V, C9 HORZ: 1"=30' C9 HORZ: 1"=30' C9 HORZ: 1"=30' C9 HORZ: 1"=30' VERT: 1 "=10' VERT: 1"=10' VERT: 1"=10' VERT: 1 "=10' FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 [INITIAL SDP] REVISION: 2021.07.26 ]FINAL SDP] FILE NO. 18.004 STORMWATER PROFILES c9- w w a a Q 0 N N ^ x O 2 f H 0 o o 0 w / N � m O O _ x N / o� �o� �M .no - �x �Qa Q r Z N H 100.00 LF 36" HDPE ® 1.80% _- > Z H -- �— 13.52Loo 6 LF 3 N ® 1.7 " HDPE o0 � n 0 o o �� HDPE 2.44 - x > . _ + mr Z N H Q d a � HDPE C�9 2.78% 0 of 0 33.05 LF 18" HDPE of w o m O z 26� LF 18" HDPE „"� o ® 3.78% a ,'�; a � z z - > z > a �- CiN O m M o � a O cp O � a �EQ� _ � O w � da LF 15 0 pPE - 2& B \ � B 47 O � M � N � M O 47 om xoo o� NEW �o GRADEz No or 46 46 45 45 0 61.78 LF 15° HDPE .65% 30.85 LF o N � ® 0.65% � z � o> a z F� 1 �IIt� 1�11— r 485 485 480 - 480 475 475 470 .0 L -------- AR-L1 \ - - - - - - - EX. - 470 rnAED CLA -- 465 465 460 460 455 455 4550 450 41D+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+0045 1 WATER MAIN —BRANCH 1 490 C10 HORZ: 1"=30' VERT: 1 "=10' 485 485 485 485 485 480 NEW 480 480 480 - 480 475 475 475 475 475 470 71.1 LF 4" INTERIOR CEMENT 313 IE 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 NEW ¢ GRADE 3.5' COVE MORTAR -LINED, EXTERIOR ZINC - !OR COATED CLASS 52 DIP WATERLIN 485 485 480 480 475 475 470 470 465 465 460 460 55 46� 460 iD+00 10+50 11+00 1D+00 10+50 45 490 485 480 475 470 ass NOTE: WATER VALVES, METERS, 460 HYDRANTS, & FITTINGS SHOWN ON PLAN VIEW 55 1 +00 10+5 1D+00 10+50 2 BLDG. 101 SERVICE 3 BLDG. 101 FIRE 4 HYDRANT 1 5 CLUBHOUSE FIRELINE C10 HORZ: 1"-30C10 HORZ: 1"-30' C10 HORZ: 1"-30' C10 HORZ: 1"-30' VERT: 1 "=10' VERT: 1 "=10' VERT: 1"=10' VERT: 1"=10' 475 47C 465 46C 455 45C 445 44C 435 43C 425 42C 10+00 10+50 11+00 12 SANITARY SEWER MAIN 1A-6A C10 HORZ: 1"-30' VERT: 1 "=10' 2 460 455 450 445 i E w 440 z 435 0 M 430 S 0 z_ 425 420 YOJ 480 475 470 465 460 455 450 44 485 480 475 470 465 460 455 450 1550+00 10+50 11+00 11+50g45 6 WATER MAIN -BRANCH 2 C10 HORZ: 1"=30' VERT: 1"=10' - - - - - - - - - i GRADE x 475 470 465 460 455 450 44 475 470 N. 465 460 455 55 4aa50 1D+00 10+5045 NE GRADE 3.5' WI i PAVER 39.1 F 4" INTERIOR CEMENT RTAR-LINED, EXTERIOR ZI CLASS 52 DIP WATERILINE 9 1BLDG 104 SERVICE C10 HORZ: 1"=30' VERT: 1 "=10' 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 A C/0 C/0 C/0 O O J In O ' d N H HM z"lp M O +co Q W NEW- GRADE O +Ol Q W >�o O +M / U a _--- U U 6 v � 0 49. ®4.08 a s o m --- 49.00 LF 6' DR-35 0 O 6 roro O iJ� ? O > > — >- ®0 1299% o > > z - 10+00 10+50 11+00 11+50 12+00 13 BLDG. 104&105 SAN. LATERAL C10 HORZ: 1"=30' VERT: 1 "=10' 460 455 450 445 440 435 430 425 0 12+6 485 480 475 470 465 460 455 450 445 440 435 z x O O J Z Z MO U� z p + w +m _ W (V OJ U > p o Z OoO Una �O Z � O 0 - -11 A- 00 0o N N — 2;; > 0 0 00 ao �a oz 10- 00 +50 11+00 11+50 14 BLDG. 103 SAN. LATERAL C10 HORZ: 1"=30' VERT: 1 "=10' 485 480 475 470 465 460 455 450 445 440 12+0V 40J 480 CE 475 470 w z 465 460 p 455 450 > z sz v: ![P :l.1."". :WC 445 440 435 430 4425 16+5020 - -- H M z a m 1 ' o -35 U« d 6" SDR-35 ® 1.47% o0 N H 0 68.15 LF 0 39.13 LF 6" u^, a � ? o-- 0 1.24% a o> a > z z "J 10+00 10+50 11+00 15 BLDG. 102 SAN. LATERAL C10 HORZ: 1"=30' VERT: 1 "=10' Y/J 470 465 460 455 450 44 485 480 475 470 465 460 455 4450 11+5045 YOJ 480 475 470 465 460 455 450 44 YOJ 480 475 470 465 460 455 450 1%+00 10+50 11 +00g45 BLDG 102&103 SERVICE C10 HORZ: 1"=30' VERT: 1 "-10' Y/J 470 465 460 455 55 4450 1D+00 10+50 11+0045 10 BLDG 104&105 FIRE C10 HORZ: 1"=30' VERT: 1 "=10' YOJ 480 475 w z 470 465 po O H 460 0 > z NOTE: WATER VALVES, METERS, HYDRANTS, & FITTINGS SHOWN ON PLAN VIEW C/o C/o 0 o m +nj NEW G + 113 J d >�o 0 L 0 o 285DR- Z > O n �o 5.49 LF 4" o N 475 470 465 460 455 450 445 44 485 480 475 470 465 460 455 450 4 485 480 475 470 465 460 455 450 5 a a 1D+00 10+50 11+0045 8 BLDG 102&103 FIRELINE C10 HORZ: 1"=30' VERT: 1 "=10' 475 470 465 460 455 450 445 40 1D+oo 10+50 11+00 11+50 11 BLDG 105 SERVICE C10 HORZ: 1"=30' VERT: 1 "=10' YOJ 480 475 470 465 460 55 YJJ 10+00 10+50 11+D0 16 CLUBHOUSE SAN. LATERAL C10 HORZ: 1"=30' VERT: 1 "=10' c/o C/0 485 480 T 475 w z 470 465 a 460 0 z SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ��p,LTH � o� G U JUST W45183 HIMP VV8fr)XTA1 G�J FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: c/0 REVISION: 2021.07.26 ]FINAL SDP] H � 11 1. - 1 - YJJ 10+00 10+50 11+00 17 BLDG, 101 SAN. LATERAL C10 HORZ: 1"=30' VERT: 1 "=10' 485 480 475 470 465 460 11 +5055 FILE NO. SANITARY SEWER & WATERLINE PROFILES c 10 %\% v \ +\ \ \ \ \% I \\ ``\``\ • \ \ \% \ \ % } III lk& U WU + / 4 ' %\ \4- \ �\ \'H \ qfi / 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: 28,581 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. REQUIRED, IRED, (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. 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: IRED: 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 Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF Large Deciduous Tree Quercus polustris Pin Oak 24" Cal. 8 31 370 2960 jO� �) Large Deciduous Tree Ulmus americana American Elm 11' Cal. 12 22.5 397 4764 Large Deciduous Tree Zelkova serrato "Village Green' "Village Green„ Zelkova 1}" Cal. 14 32 452 6328 0(Sycamore) Large Deciduous Tree Platanus occidentalis American Planetree 1 Cal. 5 47 1253 6265 0 Medium Deciduous Tree Acer rubrum Red Maple 14" Cal. 4 20 177 708 OOrnamental Tree Lagerstroemia indica Crapemyrtle 6-7' Ht. 22 15 77 1694 0 Ornamental Tree Cercis canadensi Eastern Redbud 6-7' Ht. 10 17 124 1240 O^ Ornamental Tree Corpus kousa Kousa Dogwood 6-7' Ht. 7 15 128 896 Ornamental Tree Magnolia x soulangiona Saucer Magnolia 6-7' Ht. 4 17 145 580 eN Ornamental Tree Magnolia virginiano Sweetbay Magnolia 6-7' Ht. 5 16 113 565 ®or Evergreen Shrub Nandina domestica Nandina Bamboo Heavenly Bam 24^ Ht. 25 7 17 425 Evergreen Shrub Viburnum x burkwoodi Burkwood Viburnum 24" Ht. 98 8 22 2156 TOTAL SF: 28581 ff SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O ' U JUST n�o. HIMP a 45183 I � O� w� �'SSIONAL 101 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] FILE NO. LANDSCAPE PLAN We 11A C1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +.0 +.0 +.0 + .0 + .0 +.0 +.0 0.0 +0.1 + +.0 +.0 +.0 + +.0 +.0 +.0 +.0 +.0 +.0 Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number of Lamps Filename Wattage Light Loss Factor COOPER PREVAIL AREA AND LIGHTING ROADWAY LUMINAIRE SOLUTIONS - PRV-C40-D-UNV-T2- (2) 70 CRI, 3000K LEDS PRV-C40-D- A 22 LUMARK BZ-7030 AND TYPE II OPTICS, 2 U BZ- 131.0 1.00 (FORMERLY BRONZE PAINTED 7 030.i 030.ies EATON) FINISH Black aluminum housing, BLDT-15WL o B 16 Industrial Lighting BLDT-15WLED-UNI specular reflector, clear 88 White LED's ED-UNIV-40 16.5 1.00 Products V-4000K plastic enclosure OOK.ies Lighting Notes: 1. Pole mounted fixtures shall be mounted at a height of 20' from the finished grade which includes the pole base. 2. Building mounted fixtures shall be mounted at a height of 10'. 3. Pedestrian walkway fixtures shall be mounted at a height of 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 exceed one half footcandle. +.0 +.0 +.0 +.0 +.0 SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 14�p,LTH � o� G v JUSTWHIMP 45183 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDP] FILE NO. LIGHTING PLAN r 1LIGHT POLE BASE DETAILS C12 1:30 30 0 30 60 90 Scale: 1"=30' C12-1 :---------------- ME - / 30 • 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 AFTER PLANTING AND WATER o D THOROUGHLY. PLANTING PIT. PREPARED SOIL FOR SHRUBS SOIL SURFACE ROUGHENED TO BIND NEW SOIL SHRUB PLANTING DETAIL pil"', Not To Scale FN Ai ��►� ,�0� 461 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 ' CLUBHOUSE ;: i / % / i i a•` Wl 490 485 480 475 470 465 460 5 y455 1D+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+0050 D — --- --_ Y-UN30 MW�--COUNTRY GREENLOOKRO --_ ----- IN 3 TERSECT IN 30 MPGH CIS A �\ CE L \ 6 )INTERSECTION SIGHT DISTANCE PLAN & PROFILE C13 Plan/Horizontal Scale: 1"=50' Vertical Scale: 1"=10' 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 3�DUMPSTER PAD DETAILS C13 Nat To Scale CD 6" — 31000 PSI CONCRETE .............................................................. AT 28 DAYS OR STRONGER. WIRE REINFORCING OR #4 00000000000000000 BARS AT 12" O.C. 4 COMPACTED VDOT #21A COMPACTED SUBGRADE II MIN. CBR=6.0 "' TO BE FIELD VERIFIED �DUMPSTER PAD DETAIL \ C13 Not To Scale GENERAL NOTES: L WE DETECTABLE WARSAW SHALL BE PROVIDED BY TRUNCATED DOLES. 2. DETECTABLE WARNING TO BE CLASS A-] CONCRETE (CLASS A-4 F NEA4T C) MYTH B IESRTMIT INTERNAL SURFACE COVERING THE FULL WIDTH OF THE PUP FLOOR BY z FOOT IN LENCTH N THE DIRECTION OF REDEEM TRAVEL. OTIEN TYPES OF MATERIAL WITH THE TRUNCATED ORES DETECTABLE WARNING MY USED WITH THE APPROVAL OF THE UNUSED. TYPE A x MKIM BIDED OF SUES RAMP MY BE POLWED MONOLITWICALLY WITH FAIR PERPENDICULAR FLOW OR BY USING FERMI CONSTRUCTION LOW WITH REQUIRED BARS. 4, F FAMP FLOOR IB PRECAST ARMIES HOT BE PROVIDED FOR CORI BIAS SO MY ]SOAK' FLARED So CAN BE CAST IN PULE AFTER PLACEMENT OF NFU' BE RIIP FLOW. PRECAST CONCRETE ,HALL BE CLASS M4. MR REIR4 DOW ED somOF TODAMpE" NO. ON.YID-OFPTIPLACED OFI RAMP CENTER CENT- MNWYAL�' CONCRETE COVERVe' 121 MAN- 4 MMEEB/ CURB NCLUDED W PAYMENT FOR SLOPE CUM / CURBSADJACENT NA GUTTERTO CURB RAPS TYPE B ]. CRAB E ENE EE TOM LOCATED As SHOWN ON THE FUNS OR AS DIRECTED PARALLEL AN ACC FNONEER. THEY ARE TO R PROVIDED AT F AAEIGHWA6 RIEIEVER AN CROSSES CURB ROUTE DUES THE OF RIGHT OF WAY OF A NOIFXAY FMERT OR I CURB IEOIRHOT OF WHIELOCATED THN " ISPEDESTRIAN EDUSRIAN ON PSWALKS , M SHOWN NSON FI THEY MST BE LOOMED WITHM PEDESTRIAN WSSSM4N5 AS LOCATED W RAPS W AS STOP LID BY THE ENGNEFB MIND'SAFF MOT BE LOCATED ER INL TS. ETC STOP LINES E OOM ROVI E A TIRE NiDflM'TS. WCP NEiS. ETC. ACCE59BLY ROUTED PROITE A CWTNUWS y A EMSTROCTEO STARE. FI01 MD AP RESISTANT PATH CNYECTNO A. -� 12:1Z , ACCESSIBLE ELEMOVE OF A FAOXY TACT CM BE APPROACHED, ENTERED 5e ,A,* AND USED BY PEDESTRYMS. B. IMPS MAY BE RM£D W RADIAL W TANGENTIAL SECTIONS FRDVOED TXAT 2'MM AT X 2" HGIER THAN WE CURB OPENING S PLACED WITH TK LIMITS OF THE CRCMW.W( MD "1'A EDGE SF pAVEYPIT TAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING S PERPENDICULAR TO THE CURB. AT XY ,SANE AS TOP OF CUM L TYPIC� CONCRETE BCE kH IS 4' THCK. WREN THE EMR.INCE RA%CANNOT TYPE C OOLCTRLAFC ncDR°Ef'A iRTio sr DiAO EFl-IDREMCW11T5 SRCdOLM'cFRlrpnajcE "H�E%vrrT PARALLEL &PERPENDICULAR 1RUCK SRKFICI FW W METE CEP}MLWLE U. � W�REI� ACME U ED INTHE R�DMCTTI M H A SHHAREDD USED USE E PAWN 18" - S.♦" TRUNCATED DOME c-c o 0 00 0 0 0 0 a OO Mo o 0 o ,F 0A'0Y 00 00000 00 .000000000000000 N 000o00a000000 0.2" 003 eoz-e5x o 0 o D C, o o D O D oo o D 000 0IMET PVRrs TRUNCATED DOME DETECTABLE WARNINGDETAIL SHEET I OF DETAIL CG-12 DETECTABLE WARNING SURFACE ' GENERAL NOTES 67 INBORN DEPARTMENT OF TRMSPORTATHM 7 CG-12 GENERAL NOTES C13 Not To Scale Ali PEIBESILE COMET. S. MI MYT AEA TRUNCATED ORES SEE SHEET 1 OF 4 FOR DETAILS TANGENT PLAN no. as BILK O 1U : 20 •1 SECTION A -A MYTH FEW DENERAL NOTES ON WE DETECTABLE WINNING SUREKF, SEE DEET IOF ♦. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY MADE N PERCENT NIHMIM RAP LENGTH N FEET 4" CUR 8" CURB 0 I 2 J 5 J J B { ♦ B B 5 O a T D s D S 15 � a W, �CROMWALK� TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND WE CCIFOMGTION OF WE UTILITY SYRUP MY VARY M LEET DUSTING FEED CWOTWS AND ROADWAY OEUETRW CS RVDNG WE DIAMONDS AND SLOWS ME AS WTm. 2� , AT X.2" XIFdER TXM AT�.'RE',`E SME�NCRNTM OF LURE MS CONNED (PARALLEL N PERPENNCMMI DESIGN FOR ALTERAMMS CAN BE USED WITH AAIMNG DEFER STRP. LANDING AT BOTTOM OFTWO SLWNG SIMS WRH EG" % ED" MINE DAENSONS. THE SORT PEIFEWCLLM MIN TO TE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK W CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. NOTE THE SECURED LENGTH OF A PARALLEL R. IS .UM TO %i FELT, REGARDLESS OF THE MOPE. CG-12 DETECTABLE WARNING SURFACE 'ORDONI REY.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION XU.OT VBQNA OPMl1ENT OF NMSPMTATOX ECG-12 DETECTABLE WARNING TYPE C N, C13 Not To Scale •s DOWELS, e^ LOLL A FAL65BIE AT Iz^ c-c � FUNCTION 6' MN. 121 MAR 121 MAX TL RAMP J'F (SEE TIAF TRUICAM DOMES A SEE MEET OF 4 FOR DETAILS 5'-0" MN SNIPE TO I, C FACE OF RDADWAY I%N SUCH OF CURB 20 1 W, SECTION A CJ�STTRICION SECTION B-B NOTE: FOR GENERAL NOTES W THE DETECTABLE WMNNT SURFACE. SEE SLEET 1C£ 4. TYPE B PARPLL0. APPLICATION ROADWAY MILE IN PERCENT MNMOY RAP N FEET 4" CURB LEWTH 1 6" CURS O a e 1 5 T 2 5 B 0 a R 8 1z a O 15 B N 15 3 N 0 4 U� — y a CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK N TE' ISLISTEDTO IS FEET. REGARDEJES OF THLEL E SLOPE. WWI 3 OF 4 CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION zaxDB s�CG-12 DETECTABLE WARNING TYPE B C13 )Nat To Scale LO 1 W A =STREET APPROACH SAME SURFACING UMWBE AS I M' (T GENERAL NOTES IS YNKIIE ROADWAY (ME NOTE L SHOWN ON rtMsl �I L WHEN USED N WITH srNDNN CO-J it IRIp15 TO Y AS SNJMM W PLM51 O OR AD,AS THE To M FACE W THIS BTND/IU 5 i0 CURS FACE BE NTNSTEO i0 MATCH THE M]IIMIRE CURB / LL-z M LL.e 1 CpEGMATIW- 2 BUY StNDNO CO-I2 FOR CURB PART MIDI TO BE /I B SDEWAL% U9D MYTH THS STANDARD. SEES NDTF S) UNPAVED SPACE FLOW uHE FLOW 3. MANUAL PAVEMENT SHALL BE CONSTRUCTED TO THE RAW LINE Sx®i MY STMEDAM ' PAVEMENT YNRNE PAVEMENT WN[X CM R ED SE MATTED JOINT` MONSOON T OMITTED N THE ENTRIWLE.) 'ONT 4. RMYL MB M COM B ATION CURB A O CUTTER NOTE: WIDTH "B- 2'-0' OR MY W YMILNE ROADWAY BEYOND RE R/w IAf EXCEPT FOR p SICEMExTEp PURPOSES SHOWN W TYPICAL SECTION A PLAN VIEW ENTRANCE NOTES 5, WHEN THE ENTRANCE RAN CANNOT ACCOMMODATE TW YWRH ROADWAY S-OM REXX R C TEDEPTX FIREMENTSOR SDEW/UROF AIID KDDAVMUMPS wITN ME LLLS OF THE RMaSMULD BE 10'PMIBOLM CURVE (EMTRN%:E CKYI NCHEASED TO T'. IMF CG-IJI FORCORM OF FLOW NT OR BY WI. D ,LOPE LNMDE ® - - 0 4 RMIS ME TO INCHOATE WHEN CONSTRUCTION W A FLOW YMILME ROADWAY - WYE ]I LAW S NEMIRM TO PROVIDE MORE WAYEE ACROSS THE ENTRANCE. B% _ DEAVBLE AD M.I.ENTRANCE MILE WADES SLOPE WYM.E D T• ARE LISTED N THE ALLOWABLE ENTRANCE ACME VALUES ME NOT APPLICABLE TO STREET =TESE CgIELMRS. 5 RANCE LCNDMERaA ENTRANCE INTERSECTION NOTES B. WHEN CC-11 B USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRACE C4 S MYTH A PMALCtC CURVE. CONNECTION MOT BL DESIGNED N ACCORDANCE WITH AASNIO POLICY MD THE IPRICA0.E REQUIREMENTS - SISTACE°NEAREA�BrM%W NLM SECTION A A SIGN' DISTANCE REQUIREMENTS. B. OPTIONALFLOWLW MAY REQUIRE WNFMO OF A TTER TO VDOSITIV E PE WANACE PORTION GUNR H MMB THE INTERSECTION, A �I2 ALLOWABLE ENTRANCE GRADE CHANGES 1 -- CLASS U •' � - -"111 CONCRETE CWMETE SECTION C-C ENNMICE VOIWE WUM AM 0" pf$NIRE NMIMMI HEN MOLE iHM NSW VPp ox J% IEDMY 50O-I500 VPC Low I LESS rMx sao wD sax ax NOTE: ALLOWABLE ENTRAIN ORILE LMLf S X01 AF.EABLE TD STREET LONIELTCNS SPECIFICATION VO DT METHOD OF TREATMENT READ AD a STANDARD, sDz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES( RENTSIW BATE SXfET 1 W 1 NRGNN BWMTLENT OF TRANSPONTATM zm.O♦ 10 ENTRANCE DETAIL C13 Not To Scale 1s 2 2C 1 2C 1 ,s 2.5 R7$ NO PARKING L U L �r V h F CCE$SIBL R7AB BVF55 PENALTY $100 - $500 FINE TOW -AWAY ZONE (To be mounted below accessibility parking sign) s HC PAI C13 Not To Scale B '\KING SIGN DETAILS SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM p,LTH — O� O� U TT TQTM& I 45183 L 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] FILE NO. SITE DETAILS C13 36"MIN 24' 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE HALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG. S-3 ACSA: SEWER PIPE INSTALLATION (TYP.) NOT TO SCALE Face of Gun Invert Line Rtft3in t8in R t ft 6 Y>, • rl• /I • .. _ •. J_ X N. ___________W____! - - Builders Option: Area may be concrete /1 Bottom of curb may followslope / sub -base provided a minimum I tttttttttttNlllll������ �_ of 7 inches is maintained. 1H Iftom 2ft0in Rolltop Curb 2 )VDOT: CG-7 (ROLL TOP CURB C14 NOT TO SCALE CH.. C� WIDTH BF ENT RMKE d EXISTING MI MKINDHO SDI OR SIOEW&K SPACE .DINTS o W F F 9 EXPA , JOMI w 1 i _� > o .M1 WRB IN0.1AE0 IN EryigMFE GUNNED "' ¢ (y M o ROW LINE UL' EXPANSION JOINT ENTRANCE WIDTH 0/Hf a SI0.ULE YXwM I6' EWE OF PAVEMENT ENTRANCE uMrs Cf PEG. W/ uITs DF PEG. ACCESS ROVTE FI ACCESS ROUTE® VWAVED SPACE NOxTRAVER6IBLE .�' VWAVED SPACE PEDESTRIAN ACCESS ROUTE DETAIL a01nON4 sGXr-aE-W IM 6 RE 0 F THE UNITS OF PEOESTPIAI ILLEBf ROUTE EkifNo BfYIXRO EXISTING qt PROPOSED VWi R E-OF WAY. ®PEUfsTMAr L PRV EA us NLBSIRLCIED, STIB.E. fIRY 0 SLIP RESISiONT 4S4 Qeq.00 PATH COMfCTIXG ALL OLCESSIBLE ELEMENTS OF A 4o.e F/durY THAT cAN BE ARROACHED.ENTEREO ME USED BY PEEESTRVNS F ACCESS ROUTE IS ADJACENT D BACK OF CURB. MINIMUM WIDTH SHOULD BE 6, SECTION F-F ilF F PROFIT AN ACCESS ROUTES AW E lu IS NEQfO.A 41NMUN ,2A CNBG ELW, 5 flE0URE0 WITH A NN(. ]X LRO55 SLDCC. HALF PLAN C � WHEN USED IN CONJUNCTION WITH 5TIDNN CG-S OR CC-]. THE CURB FK'E ON THIS STANDAGO IS TO BE ADJUSTED TO MATCH MOUNTABLE OURS CONFIGURATION. THE ' e969eo4 e4o rWLvviIG SECTION E E N "]MINK GUTTER ®__41 ® - i .;. ' Sg4e4o^b^. WDX l-Ox cnAVCE Pv'• 46v Vvbe44y4e 69 YS Y- 6" ABER BASE TYPE I S� Cy ASS AA IXs.I CONt. E ]H lik.,E A IZX POINT OF GRADE CHANGE FOR CURB AND GUTTER ONLY a Pebo4e4>°b KX CUR I FOR slBuiT i a 12 %NAgMUM INCREASE IN SLOPE AT ..RNU4 10' WTERVALS cONcwRTxnY SECTION D-D SECTION C-C i i % 3 %NMIWM DECREASE IN SLOPE FOR FIRST V NTERVK AND B X N=WMI DECREASE FOR SUCCEEDING MINIMUM M' NFA TVALS sPE DE OERENT10N RfrERfN STANDARD ENTRANCE GUTTER �V ROAD AHII egOGEDOT sTANDARms (FOR USE WITH UNPAVED SPACE BETWEEN CURB SIDEWALK) 5 1RYIsnx DnTE sxEET I GF I 3Dz VIRgXIA DEPARTMENT OF TRANSPORTATION DI/p VDOT: CG-9 DRIVEWAY APRON NUI IU SCALE SHAPE T( CONT OF APPEE /i SLOPE TTOOr AIAEN TO INVERT SECTION A -A PPE DIITAMETEFSWIVHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF PIPES ME ENCOUNTERED, e NOTES: SHMING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF $LOPE TO MAN TO NYERT ON STRUCTURE. S // WRET RRi MANHOLE DROP INLET TO BE FORMED CONSTRUCTED / A I OR IN ACCORDANCE PWITHING APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST A A / e TO CLASS AT OR 3 CLASSPORTLAND CEMENT CONCRETE F COARSE AGGREGATE MAY BE UP i0 4" IN DIAMETER AND CONSIST ON STONE BROKEN BRCK, UP TO V EXCEPT THAT 25R OF COARSE )TOW BROKEN / • . r X BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWRLNG. MORE I :. •: OF THE COMES AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF INVERT SHARING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET 15 TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTIC0.AR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES 11 STANDARD METHOD OF SHAPING SPECIFICATION ROAD AN�BRI0�5 STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REWSON DATE OB.OB VIRGINIA DEPARTMENT OF TRANSPORTATION301 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 51 OR .AD. U/M. w M 15. BM a 7.65 NOTES METHOD OF PLACEMENT 185./FT., (IASTW I815, GRADE 60. 1. ORATE A S TO BE UTILIZED IN -MATE LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAFFIC. FlD 1. DI-] NO GUTTERS. 2. GRATE B IS TO BE UTILIZED N DI-0A GU GUTTER IN ONE DIRECTION. LOCATIONS NORMALLY DI-7B GUTTER IN BOTH DIRECTIONS. ,,,...11IFFFTT��I������` SUBJECT TO TRMFIC. -' 2. JOINTS BETWEEN LED WITH AND CONCRETE COVER 3. FORMA DETAILS E LOAD CAN1'NG ME i0 BE DOWELED WIT" N % B" SMOOTH �y: pX SI4•E L2"XY'%jj GRATE (GRATE B), SEE T-q-], RDOS a APPROX. 12" C-C TO PREVENT SET1IE- CBlECTORAR L2yt %2yi.%IA� SHEET D3.08. WENT. IN LIEU OF DOWELS A 2" X 4" NOT Y 4. CONCRETE COVER AND GRATE BE PROVIDED. DETAIL A ME TO BE FURNISHED AS A SEE STANDARD T-01-3, 4 ALTERNATE DESIGN. BRATS TYRE SINGE WIT. OUTSIDE 3. VARIABLE 2NOR FLATTER. �B I OR ■ ASKS'-0• BARS DIYENSENS OF GIATE TO PLAN VIEW (FROM RADA) (12 REO'D.) OR 3' 4" % 2' 11/E•' (GRATE B). 4. DITCH GRIDS MUST ff ADJUSTED TO MEET CFFERENCE N ELEVATION. SEE LONORTUDI SEE DETAL N 5. ALTERNATE METHODS OF SECTION. ANCHORING IF A IRON HALL BE 5. F DEPTH OI BECOMES LESS MEN 4" LENGTH 3/ ACCEPTABLE IF APPROVED BY THE 6Y THE ENGINEER. BE EXTENDED AS CIRECTM • ENGINEER. SECTION A -A SECTION B- S. CRATE AND COLLAR ME TO BE 8, CURTAIN TI WALL TO BE LOCATED AT E END OF GRATE A GALVANIZED. THE PAVED DITCH SECTIONS OF THE DI-7A L 7. CONCRETE COVER MAY BE U-78 THAT ARE NOT /BUTTED BY OTHER BAR SPICING CHANT DRAINAGE. IPPIROXIMATE OUANTITES pLQSDN PRECAST OR CAST N NMI. AlE ]. F NORMAL ETCH GRIDS S TOOUST FLAT TO ALLOW CONCRETE lEI STEEL G TTPE A B 8. CONCRETE 40 BE CLASS AT IF CAST FOR ADJUSTED GRIDS F NLET A N PLUNL CLASS N STEEL IN PUCE. 4000 PSI IF PRECAST. 0.423 C. Y. 83 LBS. E 3• GUTTER RETAIL WILL BE REWIRED ON PLAS. = I r- I T. 9. GRATE BAPS TO BE PARALLEL TO DITCH FLOW. 2'ro 1.0° ®TjraeT 2•-D. �. D" i �p �r 7 D� SECTION A -A SEE NOTE E NOTE J + SEE NOTE 3 T SEE NOTE qq ''S•• GOP BOTH SLOPES FLAT ONE MERMEMEOAOPE lW �A J t INLET OITCII �HEr •"� trot- pi X HATTER BRIDE BACK LP BERM IC TO BE PROVIDED • J D - D I ADJUSTED ro MEET AS oREcrEO BY THE 1 8 T HET ELEVATKN ENGINEER (DI -]A ONLY). AN TYPICAL ELEVATION SEE NOTE 3 SEE N0� f "icn GR� SEE NOTE { SEE NOTE 3 n OR RATTER orE STEEP SLOPE -OE RAT SLOPE BOTH SLOPES STEEP APPRO%MATE WANnTES APPROXIMATE QUANTITY FOR ONE CURTAIN BUFFE WILL, LONBINLET I SECTION MEASURED FROM BOTTOM OF HATTER COKXETE q-7 d-7A q-70 (WOVE INLET IS LOCATED CL/55 AS ABOVE NORMAL DITCH GRADE) CONCRETE CLASS A3 0.241 W. YDS. (W. Y03.1 NONE 1.2R 2.148 SEE NOTE 8. �VppT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD MEDIAN DROP INLET REFERENCE R SHEET OF 3 REVISION DATE 12" TO 42" PIPE 241 104.2z3 VIRGINIA DEPARTMENT OF TRANSPORTATION 503 5 VDOT: STD. MEDIAN DROP INLET (DI-7) C14 NOT TO SCALE W 1 IT COVER A L ' NI ❑ ❑ �� `, CONDITIONS no El ❑❑o N, A ;❑❑❑❑ ❑❑❑1) , A LETTERING 1 ❑ ❑ E .... w. ❑❑ ❑❑ OPTIONAL 1 ❑ ❑ ❑ 111111, ❑❑ ❑❑❑,'A 3 NIX N ❑ ❑ DD �' COWER%W LEST t i` e' OP PLAN Tz2 OHM A�4(-Y SECTION A -A i 1,A" wcnreo 24w4" DIAL r COVER B 227"Du Q -O TRAFFIC �-VL CONDITIONS MACHINED ,'�.❑❑;Q❑T NA a: A I NOT F❑-1�.�F❑'T RQ'11, A 20' dA ya R L F L-LL.J_ A 0.1Et _TL•.•JI1T--1r J OPTIONAL1 LETTERNG ' ( LJ LJ ALL-JJ1�� ❑ b O ❑ , V APPROX. WEMGNT Nli ❑� D -' COVER OS Les. ± ,I: FRAME TOP OTHER COVER A OR B MAY BE USED WITH FRAME. 2Y' DA COVER APFRKIxl)WEIGHT ± + yy1`�Tyy�F -I IA�•�,NI IAµ 'r } 4ACMED � •� ' uA ' ' "'• SECTION A -A SHEET 1 ON 5 STANDARD MANHOLE FRAME AND COVER 224 xy VRGMCA DEPARTMENT OF TRANSPORTATION REV. )/02 108.04 �VDOT: STD MH FRAME & COVER 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. J. coNSWATION CURB b GUTTER HAVING A FROM OF 300 FEET OR LESS (ALONG FACE OF CURB) SHN1 BE PAD FOR As RADIAL COMBINATION CURB 4 GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER. THE BOTTOM OF THE CURB AND GUTTER ?* SU CONSTRUCTED ARALLEL TOBASE COURSES THE TO TIE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CGI 15 BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 1' Y' R OF THE MOOT ROAD DESIGN MANUAL. ' I W' W fl:p .A .A .A .A .A W D. D M D W D W D G. 2'1 THIS AREA MAY BE CONCRETE AT THE ORTON OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED P ARALLEL TO THE $LOPE OF BUBBASE COURSES PROVIDED A MIAMI DEPTH OF 7" IS MNNTNNED. "" "x COMBINATION 6" CURB & GUTTER Ve REV. B/OB VIRGINIA DEPARTMENT OF TRANSPORTATION 2p1 p3 DI-3A 3B, 3C EXPI VDOT: CG-6 NUI IU KALE EXPANSION KEYED CONET . BAPS DINT BM G SAR AM 1 I I Mwiiiiiiiiiiin 1 T_p•• 3._p.. 6'IAN, PLAN SECTION A -A MIN 10' MI [--AL-VARIABLE - MAX. 20' r-KEYED COAST. ,DINE T-10" 2" WARPED 21�U-0". a•• 2•_6•• �B B•• }•_0• 2 APPROACH CUTTER i-I BM5 A GUTTER MCI BARS G _I 0 BM5 F BM5 E L� B iv *3"OIMBARS N BARS E = WEEP HOLE FRONT ELEVATION BMs F e° r-s•• s•• DIMS e - - - (GUTTER REMOVED) sxyR•• BENT*TE = SECTION B-B B•• TYPE A xOSE DETAIL SHILL BE USED wrrx CG-3 b CG L2%z X2/¢ .XIS.. TYPE B NOSE DETAL SHALL BE USED WITH CG-2 b CG-6 STANDARDS. GALVANIZED TYPE A TYPE B TO X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON M ANGLE OF AR•30' i0 ANGLE IRON AT 2-C-C. WELDED AND IS TO BE ANCHORED WITH /z• x 4•• Si1A STEM NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C. 2 MPR. PAVEMENT -. WATBED PAVEMENT DI-3A � L� DI-38 L - q-3C � F^Ow iLOW 2- OW I 1 I DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \VDOT SPECIFICATION ROM AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 2}} 104.09 05/10 VIRGINIA DEPARTMENT OF TRA45PORTATION 302 8 VDOT: STD CURB DROP INLET (DI-3130I-3C) C14 NOT TO SCALE DI-2A 29, 2C EXISTING OR PROPOSED SIDEWALK. SEE NOTE 1S EXPANSION JOINT BAN( OF SIDEWALK EXPANSION JOINT I A rBw C5-CAFT �C I- OF CUI jg --- ljFTCRAxUC CWTIIRW . 2._2.. 5' Cat PLAN VIEW L.A _ 5• CALV BARS A-1 a 10'• CH BARS 6 a WCd BAPS C a e" CHO AR BS A 0 IV C-C SECTION B-B COL}}}}LA]]]]R BALK A-1 L 2Vy!"%I/4" •� L-VPIRIABIE-MAx. 20' I G'AL M�OACM 21.0.. 5" 2'- .. 8•• J'-0" n - SURFACE CALV. MO6NR - Wqn A 3._.. GALVANIZED MO 5% T2 I -_ 1 j - 4 •BLAB E SURFACE SECTION D-D a B.- C-C WELD �� I // �� 2"BUIRS MACV 3" RIVETER B p/A1/\J` J//Aw'y1 B E a6" C-1 .� .. GAV. wEID AL wEEP Nq.E Mcsx12 SEE NOTE a ST K ♦" CONO SHEAR SECTION C-C CONNECTOR TO cWLMDMIR. FRONT ELEVATION GWHEN LSE TO 1" WHEN Is USED SECTION E-E O 2B WITH MEDIEDE ANS. WARPED GLITTER BANS A-1 APPROACH GUTTER r- ,.jI TI W 1 1<F IS EARS A-1 r ATE B BE "i PL,TESO�HVVIIHHZ2EEDD - - a BIRDS_ _ a D" C-C BSUFACE ip BARS B a fOR USE ON GRADES V. C-C 01-2C I- ` �i i BARS F F C C 174'. WELDED TO ANCL = 111 - IRON a 3'C-C L-R,, = I ROW _ " WENOTE 5 NOSE DETAILS TYPE A NOW RETAIL SKILL BE USED WITH CG-7 STANDARD. I TYPE B NOSE DETAIL SHALL BE USED WIN OCHS STADMD. GALVANIOW RATE FOR TYPE A TO BE BEfiT ON AN ANGLE FOR USE IS SAGS SECTION A -A OF 69.3D•AD IS TO BE ANCHORED WTH'/2X4" STUD BOTH SIDES TO BE SYNIEONLAL FOR STEP DETAILS SEE STD. ST-I. sHEM CONNECTORS WEWEO TO SENT PLATE Al ROAD AND earSTANDARDS STANDARD CURB DROP INLET ��E" 11 SHEET I OF 2 REVISION DATE 12I - 24" PIPE; MAXIMUM DEPTH (IT) - 9' r,733VIRGINIA DEPARTMENT OF TRANSPORTATION j� VDOT: STD. CURB DROP INLET (DI-2A) NOT TO SCALE SFE STMDMAD SL-I FOR APPLICABILITY OF SAFETY YAKS. B STANDARD MI NOTE; 1 THE TOP OF MASONRY IS TO BE LEFT FRAME b COVER SUFFICIENTLY LOW. TO PERMIT PROPER L ADJUSTMENT OF COVER AAD FRAME TO GRADE BY DIRE USE OF MORTAR OR =PC BRICK AS DIRECTED BY THE ENGINEER. DI_D„ L sMlo '• 6" c U RAT ALAS TOP AS DETAILED ON STANDARD T-W-2 MAY 8) r° SUBSTITUTED FOR TAPERED SECTION WHEN APPROVED BY - •'•. THE ENGINEER. ST-D. ST-I Ar 'z. .. SU A 45• HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES; t QUANTITIES SHOWN ME FOR MANHOLE WITHOUT PIPES. THE ANDREW DISPLACED BY PIPES MOST BE DEDUCTED TO OBTAIN TRUE OLANTITIES. 2 A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3, INCREMENTS TO BE ALLEN FOR EACH ADDITIONAL FOOT OF DEPTH, 4. MATERIALS MAY BE BRICK. CONCRETE ON APPROVED CONCRETE MANHOLE BLOCK 5. IF BLOCKS ME USED THE MAI THICKNESS OF SAME IS TO BE 5- OTHER THICKNESSES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3- ]. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-% THE COST OF FURNISHING AND PLACNG ALL MATERIALS INCIDENTAL To THE SHAPING IS TO BE INCLUDED IN THE BD PRCE FPR TH: STRUCTURE. SPECIFICATIONXV REFERENCEMANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET I OF 3 041WO mom CO-3 • DIAMETER=4=84(2 WALL THICKNE551 SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK TABLE ON OUMRTIES DEPTH ORION MANHOLE CONCRETE uME BRICK CONCRETE CONCRETE FEET THOUSANDS CLI CU.YARDS 4 0., 0.785 0.765 437 1.137 5 OJ 0.785 1.699 e D0.7855 T to LO 0.785 222 223 a t2 0.785 2.485 9 1.4 0.785 2.747 O 1.6 0]65 3009 11 19 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 a 2.11 0.970 ..541 15 3.1 0.9>0 4 903 K SA 9]0 I N 17 L0 LP3 6.031 INCREMENT 1 0.45 0.502 VDOT: MH-1 DETAIL NOT TO SCALE "X a :Ui "i .6 SEE NOTE 4 XI -.<'.a a 4" „RAP US A- A SURFACE ..a a GIBE A.US. 11 VDOT: CG-2 C14 NOT TO SCALE 2" IT CG-2 NOTES; 1. THIS ITEM MAY BE PRECAST OR CAST N RACE. 2. CONCRETE TO BE CLASS M F CASE N PLANE, 1000 PSI IF PRECAST. 3. FACE OFWCURB) WILUBE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUNCH AS 3" (21• DEPTH) IN ORDER THAT THE MOTTO OF CURB ILL COINCIDE WITH THE TOP OF A COURSE OF THE P ENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO MJIKIMENT N THE PRICE BID 5 TO BE IMAGE FOR A DECREASE OR AN NCPEASE N DEPTH. 5.CG-2 IS TO BE USED ON ROIDgWgAWYB MEETING TIE APPEiDI%EANOFFI EWVOOBT ROOD DESIGN MANE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION s !-.. T, R SEE GTE { \. .. L.. A. BASE I SUBBASE 12 VDOT: CG-3 C14 NOT TO SCALE NOTES; 1. THIS ITEN MAY BE PRECAST OR CAST N RICE. 2. CONCRETE TO BE CLASS A3 F CAST N PLACE, 1000 PSI IF PRECAST. 3. CUD HAVING A RADIUS OF 3W FEET OR LESS (LONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. {. THE DEPTH OF CURB 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 THERWISE THE DEPTH IS ToBE 18" A SHOWN. NO ADJUSTMENT THE PRICE RD IS TO BE MIME FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-3 K TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CC-7 AS SOWN IN APPENDIX A OF THE MOOT ROAD DESIGN MANUAL. AD 6 BMPoER"CURB,T4E�T IS TOOBEISIM NHTq, EEXIS`TA�TNNNGIIN %TOR THE CHINOS SIN STMDMDS MADE Ai FdGUVR OPENINGS. STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION RfO10A11N ErEmI1cE 15 502 SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM (Uoju� ,,.NLTHop 41 �Fump a 45183 �O �Ar JF �S`5'IONAL 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] FILE NO. SITE & VDOT DETAILS C� H W J z I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN ■ \ BRANCH 12" J J ■ 2„ FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL F_ BE CORED AND A FLEXIBLE w CONNECTION " BOOT " oINSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN W A TE 2500 P.S.I. CONCRETE THRUST BLOCK NTS FIG. S-I-B ACSA: TYPICAL MH TIE IN PLAN VIEW NOT TO SCALE L- E GALVANIZED " WITNESS " POST WITH E ENDS ^ LINTED BLUE IN REMOTE AREAS I:ECTED.' KER LOCATION MAY BE SUBJECT T HI-H.'?Y' l E-RTMENT APPROVAL. FI I HE _�A:E it it VALVE BOXWLID AD I T-BLE TRAFFIC AFRATED MA GA'E- NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE 'BADE TYPICAL GATE VALVE NTS FIG. W-5 2 ACSA: GATE VALVE TYP. C1 5 NOT TO SCALE FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-O" MAX 2'-0" RUBBER COATED STEEL I„ STEPS CAST IN PLACE 3 -0 MIN PRECAST REINFORCED CONCRETE SECTIONS 12"" MIN "0" RING SEALS A 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING -- =sr_ - a SEWER. ° ° e 12" A FILLETED INVERT FOR A SMOOTH ad TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 ACSA: TYP. MANHOLE SECTION BRANCH TIE-IN NUI IU SCALE o N • M.H. STEP ITYP.) e a � NOTE: MIN. 60' DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSSU� USE APPROVED FLEXIBLE RUBBER w nnnr o GASKETED STOP COUPLING 27• PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY �90' RESTRAINED BEND E PLAN PROFILE MIN, 6' BEDDING WITH N0, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-122 TD-30 ACSA: INTERNAL DROP CONNECTION NOT TO SCALE [oMPRrSICN . 3/4' MALE PIPE COU°UNG OR 40PROV0 EQUAL I' TYPE SOFT COPPER 1*0'y N07E NO sv,EATc. FImNGs -L JERVICE ' TYPE it SOFT COPPER SINGLE SERVICE NC1E 1) SADDLES SHALL BE USE: ON PVC PIPE TIE FOR USE ON ATTACHEL' SINGLE FAMILY RESICENBAL sERMCES OR DUAL RESIDENTIAL ANO IRRIGATION SERVICES �2. R I' COMPRESSION v 3/4' MALE'RE CGJPUNG CA APPROVED EWAL FOA USE UN UETACHE'd 9Nf%E FAMILY UE5 VC TAL SERVICE WERE AN IRRIGATION METER 14 NCT PRCVICEP CAST IRON UP. FINISHED GRADE // IK MARHALL BOX i�A w rl 3R' MLOU N f.UPf{h ;a DEW: COUPLING s, •� '--<ORPORAIION STOP `''!_ y'•%M�'A' t-;r�"'• NEBRICKCESSARY A 'i�l�r�1: NECESSARY SAND OR DUST ,HIDER =`�-'�� 4' OIAAEIER GRAIN PPE 12' nox AND SETIEF t2-INCM 4_1 . LONG SHONE POCKET. VDOT MINML.N Mtl[NES51 �TLL1,�.aY� SPEC. 20& NO. 57 Afi3cEGATE ...... .o•:::K .....z TYPICAL SERVICE LATERAL INSTALLATION (5/8'T & 1" METERS) NTS FIG. W-6A TD-10 CSA: TYP. SERVICE LATERAL INSTALLATION NUI IU SUALE wK•z lORs mi1.7_111Is]00•r." Ir0l IN ION Izy [cm loll] 0u1aIus]00 r_1Ir0NIEll INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTA SOIL INITIAL BACKFILL 4JMI MIN MIN. #68 STONE LAR FILL AS 20VED BY ACSA STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 ACSA: DIP INSTALLATION NOT TO SCALE `l��dl�:�y�:i�l[y���I�:L1�K�P►I�IX�lI[�l�■�NlIX.� 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". -m 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / ■lI11004I010 2' MIN I I SALT TREATED FINISHED GROUND 2 x 4 MARKER R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 ACSA: SEWER LATERAL CONNECTION NUI IU SCALE SHIMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- ALT$ VILLTHEEL CAL STANDARD. THREADS WHICH 0, LENGTH OF BRANCH VARIES O 6' MIN 2' TO 10' U (270') 7L7S HIMP a 45183 7 CU. FL 18"-22 VALVE BOX #68 STONE J FFSSIONALyCs I 6' GATE '` e>VALVE 8"X61. TEE 250E P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 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] FILE NO. ACSA DETAILS 8 ACSA: FIRE HYDRANT ASSEMBLY C15 NOT TO SCALE C15 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. 4. SET DOGHOUSE BASE• a EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL • '•�4 �' i+ MIN. 12" CLEARANCE BE PREFORMED BY ° BETWEEN EXISTING PIPE MANUFACTURER OR •' '! AND STONE BEDDING SAW CUT TO FIT PIPE .. OUTSIDE DIAMATER PLUS 6". 12" THICK VDOT ' No. 58 STONE BEDDING 8"z8"N76' AND 4"u8"xi6" SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN WTH 3,000 PSI CONCRETE ON FIGURE S-1—A OR NON —SHRINKING GROUT ALLOW CONCRET4KL WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1'—O" BEYOND BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON— CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING E ASE FOUNDATION SECTION VIEW I IIIII IIIIIII III III IIII III III IIII III IIII ulllll.I III IIIIIII IIIIII IIII III IIIIIII IIIIIII III III IIII III III IIII IIIII NOTES: 1, CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1—Ai LD-26 ACSA: TYPICAL MH BASE - DOGHOUSE NOT TO SCALE z N VL' TE 2500 P. ;.I CONCRETE THRUST BLOCK PLACE 5' GALVANIZED " WITNESS " POST MAY WITH EASD�PED ENDS PAINTED BLUE IN DEPARTMENTREMOTE KELOCATIONE StE T HIGHWAY AL FINISHEC GRADE ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID Iyt j. GATE VALVE G AREA NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES A OVE GRADE TYPICAL GATE VALVE NTS FIG. w-5 2 ACSA: GATE VALVE TYP. C16 NOT TO SCALE Bla HUNTCO Sentl are1o4 bees. RaI—m]22d8)a] eue Sde@Hanlaa me, PO. Box less Yg¢ ,�,gJTg42p.S 'M Hun,,oeem "and On G)A1WP5 S:IL FO iNI5u1N�e ,m011uTllecNol YleM1mLTnannmtlen Tnu .HUnECCWgN/ vvo�ovv��ovv��ovvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv�«vvv«ovv«.avvcvnvvonvo��� &�b x 2 THE STAPLE I Tie mckI GMlo"BdCit style 1 C dcl mck la Pomona k it Cotle approvetl. Lock it up! CONSTRUCTIONI is dTEPIAL OPTIONS e 2' Scn. 4o Sound steel Pipe 2-.2-S 1 e z"SSpur Prd*0 nDlnD n.. 5/8P ulle:ROaO SIB"xE l@•SRN FlaBa: (PIpxIMer PIooQ -sRelHanpee (vaneE7 HanQewln-chum BmearR Bpnpe awLwenpine6Haree DIMENSIONS �a] NA mw -Ba. W,M -6.5-width 'WtlM-d6'H.II O Ceetom Slv Hel®npLenpm RECOMMENDED LCISET NOTES: MOUNTING OPTIONS ^Blke'Is ]0' ❑ Hanpe Mounl(SIPI SMlnlmum Saadlp (6).63'MouMing Holw (N) Re ruses ed Spacing ❑ In6 auntl 11'LeGBZRnslans NNISH OPTIONS ((( — ❑ T uminwss Aeel "BannflnlaN I ffi ❑ xol Dseped Gdeare ed 1 ❑ Poedmcmllna ❑ lhwmaploMCCaallnq 09 - 40- GDDmoxSLOPTIOxS (72) (72) 1`a1 VM% ❑ .Mlionoeer(avaneund a00nlomlcwlan loun0 PlPeanl» CONTRACTOR: JOB: NOTR: MarMadulW InM PpoMCNMIwMI PROVIDE (2) "THE STAPLE" RACKS OR EQUIVALENT FOR A TOTAL OF 4 SPACES. BIKE RACK DETAIL C16 /NOT TO SCALE 1.5" SM9.5A ASPHALT 2.5" BM-25.0 ASPHALT BASE COURSE )00000000000000 00000000000000 6" COMPACTED VDOT #21A III III III COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED 'HEAVY DUTY ASPHALT DETAIL NOT TO SCALE 2" OF SM-9.5A SUPERPAVE 0� 00 00 00 0)00 00 00 6" — VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 5 )TYPICAL PAVEMENT SECTION C16 NOT TO SCALE PAVEMENT MAP LEGEND ■ HEAVY DUTY ASPHALT - SEE ABOVE FOR DETAIL ASPHALT (TYP.) - SEE ABOVE FOR DETAIL aOUNWY•PoNE 9>5 �R� RMO 1p -d4 a 4" — 3,000 PSI CONCRETE C d. 0000000000000000 4" — VDOT #21A BASESTONE COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED 6 \TYPICAL SIDEWALK SECTION C16) NOT TO SCALE r, I ©` ,\ M1 N v4 \4 %\ \ BLOCK 1 AMENITY CALCULATIONS: M10 ]D N5 Y \ e: \� 1. DOG PARK 10,436 SIF P" 2. OUTDOOR • \� \°`\ SEATING AREA 8,181 SIF _ %\ 3. LANDSCAPED '1 \°e WALKWAY 8,754 SF \�\R.,\ 4. CLUBHOUSE 'Al�G...i) t ,kyy� _ Q o + 4., + POOL 10,255 SIF k �! • e ' \ \ rol�ay4 5. LANDSCAPED ,,=} WALKWAY + SITTING AREA 8,600 SIF M10 � - 46,226 SF.g.0 %\ p % 0 ,a +\ \4 10,436 SF 181 SF • Nro' + •`= DOG PARK OUTDOOR SEATING AREA f + _______ 1, r 4• LANDSCAP <j� ���e�z` 60 SF +\ e. :.. r . (7ONALKW L NOS APED + / �ALK AY + m �" ,I. TTIN AREA cqr �' e NI S • 05 � rFS • _a,; tans - ��zo oOhaRrNR _.� ✓ A - g65.86 a, " ' '::. q s- • ':' BID ZS w `\`\` st` • i_� I �. �`.• 5�,.: +. 91055E i d 10,255 SF 'CLUBHOUSE 7 PAVEMENT MAP C16 NOT TO SCALE SHIMP ENGINEERIN G LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 v JiJS 5183 45183 � 0 JF O� SSIONAL FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 1 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2021.07.26 [FINAL SDPI FILE NO. = SITE & ACSA DETAILS 8 AMENITY LAYOUT C16 NOT TO SCALE C 1 6j Page 6H-18 September 2019 September 2019 Page 6H-19 Typical Traffic Control Shoulder Closure with Barrier Operation 'gure TTC-6.2) NOTES Guidance: 1. Sign spacing should be 130W-1500' for Limited Access highways. For all other roadways, the sign spacing should be 50W-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Standard: 2. On divided highways having a median wider than 8', right and left sign assemblies shall be required. 3. Group 2 Channelizing device spacing shall be at the following: Group 2 Channelizing Device Spacing Location Spacing Speed Limit mph Location Spacing Speed Limit (mph) Location Spacing 0 JS 36 + Speed Limit (mph 0 -35 36 + 0 -35 1 36 + Transition 20' 1 40' Travelwa 40' 1 80' 1 "Construction Access 1 80' 120' `Construction access spacing may be increased to this distance, but shall not exceed one access per Y. mile. 4. The minimum length for a shoulder taper shall be 360" on Limited Access highways, and L for all other roadways (see Note 7 of TTC-5 for values of L). 5. When the barrier transition slope is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line slope. 6. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. b. Where cut slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A- 4 in Appendix A for clear zone values). d. When barrier end is inside the established clear zone, attenuator service Type I or Type II shall be used. Contact L&D Standards/Special Design Section for approved attenuators. 7. Barrier panels 8 inches in width and 12 inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and spaced on 80' centers along the parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic lens sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type B flashing light. Barrier delineators shall be installed along the traffic side of the concrete barriers. Barrier delinators shall be spaced on 20' centers along the transition or taper sections and spaced on 80' centers2 'n-between the barrier panels approximately 24 inches up from the roadway surface. Option: 8. The barrier shown in this tvnical application is an example of one method that may be used to close a shoulder of a long-term 1p oiect. 9. The RIGHT SHOULDER CLOSED (W21-5aR) sign may be eliminated from all roadways except Limited Access highways. Guidance: 10. If drivers cannot see a pull -off area beyond the closed shoulder, information regarding the length of the shoulder closure shall be provided in feet or miles, as appropriate. 11. An emergency pull -off area should be provided per Section 6G.18 and Temporary Traffic Control Figure TTC-8. 1: Revision 1— 4/1/2015 2: Revision 2 — 9/1/2019 WP-2 x TACK COAT THE PROPOSED CONSTRUCTION JOINT CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 % INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 % INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. XVD= ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 BARRIER FLARE RATE Speed Limit (mph) Slope Ratio 70 22:1 65 20:1 60 19:1 55 17:1 50 16:1 45 14:1 40 13:1 35 11:1 <30 10:1 RIGHT SHOULDER CLOSED I 2: Revision 2 — 9/1/2019 Shoulder Closure with Barrier Operation (Figure TTC-6.2) G20-2 (V) 500'± O TRAFFIC BARRIER BARRIER PANEL SEE NOTE 7 ' BARRIER DELINEATOR SEE NOTE 7 TYPE B WARNING LIGHT BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 7 O BARRIER TRANSITION O SLOPE RATIO 7 SEE NOTE 5 O , FOR GROUP 2 O DEVICE SPACING SEE NOTE 3 O TYPE B O /� �ARNING LIGHT GUARDRAIL O r� SEE NOTE 6 O IGHT HOULDER W21-5aR SEE NOTE 1 CLOSED W16-VP1 OPTIONAL SEE NOTE 10 SEE NOTE 1 RIGHT SHOULDER W21-5bR � CLOSED AHEAD SEE NOTE 1 ROAD WORK W20-1 AHEAD SHIMP ENGINEERIN G LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �VALTH p� O� 0 J41 U TtTQ'T1N II10"1 ITS. l�o. 45183 wAr Cs� �`rSIONAL 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] FILE NO. ffso 11A MAINTENANCE OF TRAFFIC C17