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ARB202000132 Plan - Revision 2021-05-18
FINAL 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 >2� TOP OF CURB ELEVATION 311.5 TW x- TOP OF WALL ELEVATION 311.5 BW x >2� BOTTOM OF WALL ELEVATION - ....... - STREAM - - STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB I CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE !� HANDICAP PARKING l7� MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING 0 WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m m GUY WIRE oHu CHu OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM O STORM MANHOLE q q DROP INLET STORM SEWER ROOF DRAIN SANITARY O SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE O 0 WATER METER 0 0 WATER METER VAULT FIRE HYDRANT A FIRE DEPARTMENT CONNECTION GAS GAS - GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. ALBEMARLE BUSINESS OWNER/DEVELOPER 5th Street Forest LLC 250 W Main Street, Suite 201 Charlottesville, VA 22902 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434)227-5140 ZONING Neighborhood Model District In accordance with the Application Plan and the Code of Development of ZMA2019-00003, approved by the Board of Supervisors on October 7, 2020. Special exception to waive the requirement for a Neighborhood Model District to have a minimum of two housing types approved by the Board of Supervisors on October 7, 2020. Overlays: Airport Impact Area, Dam Inundation Zone - State, 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 5145 PG 626 (76-46A & 76-54) DB 3039 PG 209 (76-46F) SETBACKS & STEPBACKS Per approved ZMA201900003, setbacks & stepbacks are provided as follows: SETBACKS BLOCK 5 Primary Front 5' Min - 30' Max Secondary Front N/A Side None Rear None STEPBACKS BLOCK 5 For each above grade story that begins above 40' in height or for 9 9 Primary Front each above grade story above the third story, whichever is less, the minimum stepback shall be 15 feet Secondary Front N/A BUILDING HEIGHT Per aooroved ZMA201900003. buildina heiahts and stories are as follows: Block 5 Stories' 1 Min -3 Max Height 50, 'Minimum and maximum buildingstory ranges provided are for above grade stories. rY 9 P SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & utilities survey provided by: Brian S. Ray, Roger W. Ray & Assoc. Inc., September 26, 2018 Topographic survey with two (2) foot contours provided by: Terra Engineering & Land Solutions, August 22, 2007, revised November 4, 2009 BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO269D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Moores Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. LIGHTING Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance. LANDSCAPE Landscape shall comply with Section 4.32.7.9 of the Albemarle County Zoning Ordinance. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY' (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. CAMPUSE. BLOCK 5 EXISTING USE SDP2021-00022 Forest TAX MAP 76, PARCEL 46AB & PARCEL 54 PROPOSED USE ALBEMARLE COUNTY, VIRGINIA Self -storage (103,500 SF) & restaurant (3,800 SF) VICINITY MAP SCALE : 1 "=500' LAND USES HEDULE Block 5 EXISTING Area % Building 0 SF 0% Pavement 0 SF 0% Sidewalk 0 SF 0% Open Space 372,438 SF 100% Total= 372,438 SF (8.55 ac.) PROPOSED Area % Building 20,987 SF 5.6% Pavement 41,196 SF 11.1% Sidewalk 12,782 SF 3.4% Open space 297,473 SF 79.9% Total= 372,438 SF (8.55 ac.) PARKING SCHEDULE Block 5 Restaurant: 13 spaces per 1,000 square feet of gross floor area including areas for accessory dancing. 52 spaces required Self -Storage: Light warehousing is an unscheduled use. No more than two employees will be present at any given time. The proposed parking is provided to accommodate the trip generation given below. 10 spaces provided Total of 66 spaces designated for Block 5 4 bicycle parking spaces provided GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor 9 P Y P 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 an error that may exist. P IY Y Y 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 AM PM Daily Use Description ITE Qty In Out Total In Out I Total Total Quality Restaurant 931 3,800 SF 3 20 10 30 319 AM PM Daily Use Description ITE city In Out Total In Out Total Total Mini -Warehouse 151 103,500 SF 6 4 10 8 10 18 156 GREENSPACE & AMENITIES Greenspace & amenities shall comply with conditions of approved ZMA20190003. 20% of Block 1's area shall be in greenspace and amenities and 20% of Blocks 2-5's area shall be in greenspace and amenities. Blocks 2-5 Amenities: 74,488 SF required. Block 5 to contribute 2,006 SF of the required 74,488 SF. STORMWATER MANAGEMENT NOTES Per the approved ZMA201900003, regional stormwater facilities are provided for Blocks 2-5. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. FIRE MARSHAL NOTES A knoxbox is required for each structure. Location to be coordinated with the fire marshal's office staff. FIRE FLOW Available fire flow is approximately 2,467 gpm. AVWVA Q20 is 4,644 gpm. VDOT NOTES 1. VDOT will only maintain within drainage easements to the extent necessary to protect the roadway from flooding or damage. 2. A Traffic Maintenance Plan (TMP) is required to obtani a permit to work within VDOT Right of Way. The TMP shall be prepared by an Advanced Work Zone Certified person, certification card and verification number is required on the TMP submittal. 3. Pavement designs for areas and entrances in the R/W shall be developed using the Pavement Design Guide for Subdivision and Secondary Roads in Virginia and must be based on in place material at the time of construction. - Claue Frances 0 9 sa J: 4A o 'm xso A a Park - -.. &Ride It R00Lafa,nQ AZALEA Azalea Park Dog Park 46 - MO�'9 C eI 6 The Woodlands r�•,,^• •p�.M A Y/ of Charlottesville v Pa" LD LYNCHBURG ROAD_ ReMlelds Q \ I' - rmmunity Pool Ca. Ing� .� . eaada, w q Villas Al Southern Ridgev Ba ''�SnMt PIueQ enmww.a ni< ITE Apartments rTH STREET ,f 9 a s ®Aenicuene County Fire StN` Rescue-Admimelrelion Oak Mtll Market B Deli O-,-marle County `k N,.,vie`sa ryv'4va Calvary Chapel Q Charlonesvllle Kingdom Hall of 0 Jehovahs Witnesses 0 Coun s Aty F Authority �I kk� ° a s� s �a a� dp F Y^ 9 I �enl of Soeul.. ® g" P, o e �s a ,Covenant Schoal l� BISCpiI Run Sate Polk Q Bays & I Club 0 Soutnwood SHEETINDEX C1 COVER C2 APPROVED ZMA201900003 PROFFERS C3 ABC PERFORMANCE AGREEMENT C4 EXISTING CONDITIONS: OVERVIEW C5 EXISTING CONDITIONS - BLOCK 2-5 C6 SITE & UTILITY PLAN C7 GRADING & UTILITY PLAN C8 STORMWATER PROFILES C9 SANITARY, WATER & ROAD PROFILES C10 LIGHTING PLAN C11 LANDSCAPE PLAN C12 LANDSCAPE & SITE DETAILS C13 SITE, VDOT & ACSA DETAILS C14 ACSA DETAILS C15 SITE & ACSA DETAILS C16 MAINTENANCE OF TRAFFIC APPROVALS Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date Hohday lm L] IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM oar:NLTH �',� 0 o J�� v NSTI I��BHIMP hc.11��o0 45183 4� T E�/0 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARBI 2020.12.21 [FINAL ARBI 2021.03.22 [FINAL SDPI 2021.04.05 [ACSA] 2021.04.13 [FINAL ARBI 2021.04.26 [ACSA, BID SET] 2021.05.14 [VDOT, ACSA] 2021.05.18 [FINALARB] FILE NO. COVER C1 Original Proffers X Amendment PROFFER STATEMENT ZMA Number and Name: 2019-00003 Albemarle Business Campus Parcel ID Numbers: 07600-00-00-05400, 07600-00-00-046A0, and 07600-00- 00-046FO(portion) Owners: 5"' Street Forest LLC and Region Ten Community Services Board, In1cc.. Date of Proffer Signature: S eP}e..�-Kr 1'T 2020 10.17 acres to be rezoned from R-2 Residential to Neighborhood Model District 2.88 acres to be rezoned from R-10 Residential to Neighborhood Model District 0.58 acres to be rezoned from Commercial Office to Neighborhood Model District Total: 13.63 acres to be rezoned to Neighborhood Model District 5'h Street Forest LLC, a Virginia limited liability company is the owner of Tax Parcels 07600-00- 00-05400 and 07600-00-00-046A0, and is the contract purchaser of a 0.58 acre portion of Tax Parcel 07600-00-00-046FO (collectively, the "Property"), which together are the subject of rezoning application ZMA No. 2019-00003, a project known as "Albemarle Business Campus" (the "Project"). Region Ten Community Services Board, Inc. is the current owner of Tax Parcel 07600-00-00-046F0. 5'h Street Forest LLC and Region Ten Community Services Board, Inc. are hereinafter collectively referred to as the "Owner." ° Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle County Code), the Owner hereby voluntarily proffers the conditions listed below, which shall be applied to the Property if it is rezoned to the requested Neighborhood Model District (NMD). These conditions are proffered as a part of the requested rezoning and the Owner and applicant specifically deem the following proffers reasonable and appropriate, as conclusively evidenced ° by the signature(s) below. Each signatory below signing on behalf of the Owner covenants and warrants that it is an authorized signatory of the Owner for this Proffer Statement. 1. INFRASTRiJ 1 Ti7RESIMPROVEMENTS: a. Prior to the issuance of certificate of occupancy for any building with a use that solely or collectively (with other existing uses on the Property) would generate more than 487 vehicle trips per day, the Owner shall contribute Five Hundred Thousand Dollars ($500,000.00) as a cash contribution (the "Cash Contribution") to Albemarle County's Capital Improvement Program (CIP) fund. 1 Owner of Tax Parcel 07600-00-00-046F0: REGION TEN COMMUNITY SERVICES BOARD, INC. a Virginia corporation By: Qh1= a Lisa Beitz, Executiv director 4 b. Prior to or concurrent with the Cash Contribution payment, the Owner shall dedicate for public use a portion of the Property, as shown on the "Single -Lane Roundabout Exhibit" prepared by Shimp Engineering, dated March 18, 2019 with a revision date of March 16, 2020 (the "Roundabout Exhibit"), attached hereto. 2. TRIP GENERATION: Daily and peak hour vehicular trips shall be noted on all site plans and zoning clearances on the Property. Site plans and zoning clearances on the Property must contain a note that itemizes each proposed use, and if applicable, each previously approved use that is expected to continue, with its affiliated daily and peak vehicular trips. Neither a site plan nor a zoning clearance shall be issued if the combined uses on the Property are estimated to generate a number of daily vehicular trips exceeding 3,200 or a number of peak hour trips exceeding 509. Trip generation numbers shall be derived from the then -current edition of the Institute of Transportation Engineers Trip Generation Manual and shall account for internal trip capture for mixed -use developments, as determined by the Director of Community Development or the Director's designee. 3. PERFORMANCE AGREEMENT: The Owner shall develop the Property and the Project in accord with the terms and conditions of that certain Performance Agreement between Albemarle County, the Albemarle County Economic Development Authority, and 5"' Street Forest LLC, dated April 15, 2020 (the "Performance Agreement"), as it may be amended in the future pursuant to the terms and conditions thereof. (Signature Pages Immediately Follow) 2 4 TRUCK APRON 20' OFFSET FOR ADEQUATE SLIP LANE SEPARATION 16' LANE DEDICATION 40 0 40 80 120 Graphic Scale: 1"=40' i WITNESS the following signatures: OWNER: Owner of Tax Parcels 07600-00-00-05400 and 07600-00-00-046A0: 5T" STREET FOREST LLC, a Virginia limited liability company By: AS& Kyle Redinger, Manager COMMONWEALTH OF VIRGINIA CIT COUNTY OF Cho\e- , to wit: The foregoing instrument was acknowledged before me this 1` 0' day of S e_Q,�- ha, 2020 by Kyle Redinger, Manager of Albemarle Land Development LLC. My Commission expires: o� \'3iL� 85' SLIP LANE RADIUS '.5' CURB & GUTTER /-4~ LARDS-GARE STRIP SIDEWALK /-1' MAINTENANCE / N-150' INSCRIBED DIAMETER 3 12' TRAVEL LANE T- otary SEANDELLE RENEE KORTE Notary Public Commonwealth o/ Virginia Registration No. 358491 My Commission Expires Jun 30, 2021 ZONING MAP AMENDMENT ZMA201900003 ALBEMARLE BUSINESS CAMPUS SINGLE -LANE ROUNDABOUT EXHIBIT Sheet 1 of 1 This exhibit is shown for roundabout feasibility purposes. This exhibit shows a roundabout with a 150' inscribed diameter, slip lane, and pedestrian improvements. Approximately 0.05 AC (2350 SF) ROW dedication from the eastern portion of the project property may be required for a single -lane roundabout with a 150' inscribed diameter. Key Area on project property that may be required for roundabout improvements Parcel boundary TMP(s) 76-46A, 76-54, Portion of 76-46F Submitted 18 March 2019 Revised 17 June 2019 Revised 29 July 2019 Revised 13 September 2019 Revised 16 December 2019 REVISED 16 MARCH 2O20 project: 18.004 SHIMP ENGINEERING, P.C. SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �LTH OP f os' o J� JUSTlNkVHl 11io. 45183 4� TONAL ��yG FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARBI 2020.12.21 [FINAL ARBI 2021.03.22 [FINAL SDPI 2021.04.05 [ACSAI 2021.04.13 [FINAL ARBI 2021.04.26 [ACSA, BID SET] 2021.05.14 [VDOT, ACSAI 2021.05.18 [FINAL ARBI 19110/6/ s APPROVED ZMA201900003 PROFFERS C2 d. Severability. If any provision of this Agreement is held to be invalid or unenforceable, such provision shall be severable andthe temainder of#his Agreement shall continue in full force and effect., p.. Counterparts. This Agreement may be executed in multiple fouftterparts, each of which shall constitute an originand all of which allzgnstitute one and the same instrument. B IFgdvi ermng Law. This Agreemen shallbe govern onit$�"ru Iin aCc4rdance with the laws o unWe;W4V]rginia,rwithuut refar� to conflicts of law p i �]Exhibit. The Pro a%tea t is not a site is r e r lec ended to show the rations of rtem_re n� i3 Agreement. -2, DD--- bPEWS OBLIGATIONS -a..1teTtorung. The Developer has ] trrodified_rapplication for rezoning of the Eert�peIng before the emarle County Planning Commission. The oper shall use its best efforts to �mplete the rezoning from ' Efi'al_Area (R-14 8& $-2) to Neighborhood. Model District by July 31, 20. & I ceptuala Pl aan. The] Developer will submit a conceptual building plan (n6luding a rendering and/or architectural drawings) to the County's -Office of Economic Dew Io ent (EDO) within four (4) weeks of thei ]Zoning Approval. The E�DO''will have one week to review the plan for approval and concurrence, which shall not be unreasonably withheld. g�overnmentalApproval & Permitti>aR1 The Developershallapply for muse its best efforts to obtain all governmental approvals a-nd4Mrmits pecgssaryto construct a wilding or bnildings with at lea Ug o o- t' s ]uarel Meet of space in which to locate a Primary Business and provide Class A Office Space. In addition] to the Rezoning, this includes the approval of a site plan. a Capacity. The Developer (gohiding the manager and all members and partners) must demonstrate financial capacity to the County and pass a oneral background check, both satisfactory to the County. Such proprietary information will be, provided subject to a confidentiality agreement from the Cow hi form and substance satisfactory to the Developer. Any information provided subject to such confidentiality �greement shall be exempt from disclosure under the Virginia Freedom of reformation Act. el R serve Space for Primary Business: The Developer must reserve q# east 25,000 square feet ofPassA Office -Space within Block 2, Block 3, or a combination of the Bloom cl s I Blocks are shown on the Project Exhibit) as the Developer and Ve County may agree. This space reservation will ]continug for 6p months (or La Primary Business to occupy 4 from when the Developer has obtained the later of: '(i�si`te plan approval or (ii) Architectural Review Board approval for a building on either Block with sufficient space. A "Primary Business" is a commercial or industrial entity that produces goods or services locally and generates more than 50 of its sales revenues from outside the Charlottesville Metropolitan Statistical Area (City of Charlottesville and the Counties of Albemarle, Oreene,]F'luvanna, Nelson, and Buckingham). fi Ikasd to -"a Primary Business. Subject to Subsection (e) above, the Developer�agrees to lease or sell at least 25,000 of Class A Office Space to aacredit *&thy Primary Business at a fair market rate or fair market value f�the�may be. The Pevee lopes and the County agree to bargain in good O a�hsfy the c9ndition. Enhanced Co ves` The Developer will provide enhanced connectivity througliddt Zt to provide community access from the Project's southern boundary tg * northern boundary nhanced connectivity will include pathways pavedsd�lks, and raises pedestrian road crossings. The final des*n nuisist s7 bktantially cam. orturith the Rroject Exhibit. 1p �D_yrtamic Transport Pick -Up. The Developer will pfovide spacgyit in the Project for automobile assengers t access f-0 'ire hailed trans ]services (i.e. taxicab, transportation network [partner, ANT vehicle, or otherwise) as shown on the Project Exhibit., i. Enhanced Bus Stop. The Developer must pnMd6an enhance bus stop along the Project's southern boundary to accommodate public transportation. The stop -must include a glass shelter, lighting„ kdequate s-elating, and bicycle parking racks. The design and provisions are subject to the County's approval, which cannot be withheld unreasonably. cycle Racks. The Dave�dpr midst install bicytl�irking r�al� ldings within the Proje k. Rog shown Park. The ect Ex per shall c�tnievt��� 1 ar own on the Projecti�i�unless the D ei and the[quirrIity agree otherwise. 3. COUNn'sIOBLIGATIONS, a. The County, by and through its Economic Development Office, will create collateral material to provide to its consultant, Retail Strategies, to market retail space in Block 41 of the Project for two years from final approval of the site plan. b. The County, by and through its Economic Development Office, will co - market the reserved z�pbo square foot space to prospective eligible Primary Business teuantg-or purchasers and will provide Developer with leads until the space isr-occupied by a Primary Business or five years from e final site plan approval, whichever occu> s sooner. 5� SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM f�jp,LTH OA o J�� ems, 1HIMP 83 1JC. 45183 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARE] 2021.03.22 [FINAL SDP] 2021.04.05 [ACSA] 2021.04.13 [FINAL ARE] 2021.04.26 [ACSA, BID SET] 2021.05.14 [VDOT, ACSA] 2021.05.18 [FINALARB] FILE NO. Im 11A ALBEMARLE BUSINESS CAMPUS PERFORMANCE AGREEMENT EXCERPT C3 LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING Cl 14°02'41" 1964.86 481.64 242.03 480.43 S69°20'20"W C2 20`32'06" 502.76 180.19 91.07 179.23 S44°51'01 "W C3 48`40'38" 452.46 384.40 204.66 372.94 S58°59'34"W C4 29°40'22" 481.31 249.26 127.49 246.49 N81 °47'46"W C5 14*15'06" 578.08 143.79 72.27 143.42 N85°50'49"E C6 25°23'26" 119.55 52.98 26.93 52.55 N65°58'00"E C7 15°56'56" 538.87 150.00 75.49 149.52 N45°19'29"E C8 18°52'24" 401.04 132.10 66.66 131.51 N27°49'16"E C9 3*01'13" 3044.10 160.47 80.25 160.45 N19°59'49"E C10 1°07'32" 525.00 10.31 5.16 10.31 N30°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 ACCESS EASEMENT LINE DATA LINE BEARING DISTANCE L1 N 39'29'47"W 20.47' 20.47 L2 S 33°48'55"W 24.73' 24.79 L3 S 33°48'55"W 23.91' 23.85 L4 N 46'00'00"W 30,07' 28.31 L5 S 39°29'48"E 71,00' 69.22 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 -161 N18°25'37"E 1 137.78 L17 N30°49'58"E 14.20 L18 N59°09'56"W 3.82 SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM jNLTH O o J�� TUs, 1HIMP 83 1JC. 45183 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARB] 2021.03.22 [FINAL SDP] 2021.04.05 [ACSA] 2021.04.13 [FINAL ARB[ 2021.04.26 [ACSA, BID SET] 2021.05.14 [VDOT, ACSA] 2021.05.18 [FINALARB] FILE NO. 18.004 EXISTING CONDITIONS: OVERVIEW C4 LI�A ,A ✓� I III I / ' / / / \ \ \ / / / ( / / �\/�I I \ \\ \ \ \ \STA DAM BREA I DATION ZOI I I I / / , / \ \ / / / / / �� xu \\ \ \ \I I I / /v / / v/ /``�T.M/'76-46F (POR /(1//v/��vU� vEGION TEN �bM C IN\\09 D.B.1005-483 PLAT D.B.72Z-518 PLAT/dR / /MANAGED SLOPES / ZONE: CQMMERCIAL OFFICE I o /� / I,�SE: OFFICE ' ----- F I ---------------------- / I- l ' / /' ---- /' � v n v'v >bF CI�L�RT- SA MH / / v/vv/ �(\ ,vv I I v vIv` vv I \ WIN \\S _ %1/>-----_-- --- -- —450� / / /' O� �J• /' / /I T=428.64 / \ / \ `� / /=418.61 / / °' / C\` \ \\ 4195-27 �6------------'/ / � _ \ ��70'\---- �� // W 440 /' // II ✓`\/�\ 1\\ice\ \\ />� \ \ \\�\\\ \ \FT�\ /'----------- --- --_\\-- -- / / O is---- iy t�j1 I jr \\\`\� J> \ \ �I Z7 Mv I I I I I �� � fpPE / A � � _ / /v Ivv_�___-_ , � / /' v � �<v 45) ci \ -I F �� \ \ / / / / �� \\/ / \\ \\ \ FT1/ \ \ \ /EXy 20/AC \ u \\ / \ \ \/ > \ / \\ / — — \ \ i \ � \ — — — \ \\\__7116y -PLAT\\\ \y \\ \\i \\ \/ / \\ Z\ \�� \\ \ \\ // / I/ /\ ` \\\` \ // / / PE Iv n -\ Q B._4431 T \ \ -/ / i - y i i I I D.E _ — — — _ \ / / \ I q pp. (� A v v V �� v\ V A I VI A V A V3� 8U, �6 ���17 r\LAA� �\ �—\ \\ \ \ � �\ \\` \ \\/ �\ �.r',tp �i/// I' I I � ' \ � \ \ \\ \ \ -� � /' / / I '< D.B. �=1 - \ 460 \� \\\ II � � D.B. 26 9 -- USE: RESID \ \ p.B.21�8-� 06 T�J 109 iFLAT \ \ --- ------ - - \ \ 1 \ / �;,\I \ I' D,t3,Y2-D n6c\ \n4�7 � LAB\ \\\ \` \ ''` \ i i / / _ it r 4 =�42 4tsv \ I TI \ c \Z\ONLQQi �NVI�\ \ \ \\ \\\ \\ \\ \ /// \\ I I O IJ �\ _\ \\ \\ \\ 1 J/� \ \\ 1\46J AE\ \\ \ \\ \�� \\� \\ \ C/ -� \ �420 I 60 rn \ \\ \\ \ \\ /' '460 SHIMP \ \ \ \ \ �� \ \/ / / / �'' / ' / // i1, is \ \\/ /' / / _'\ // , / ' �i `S56°53\57 Vd\388�51 \ / — \ `\ \ / % .�`'� \ - ; e ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT Al A 912 E. HIGH ST. 434.227.5140 ,vo430- \ \ / / ' / 4 \ • 1 CHARLOTTESVILLE VA, 22902 JUSTIN SHIMP-ENGINEERING.COM T\ �' T.M 76-54 1 // / \ �± J A, \ o \ / 5TH STREET`1 ORE�T LLB I �� Ns as1s ov v / / / ---- D.B.4573-270 �43p, 1 AQr w� RELOCATE SPEED \ / / +A6� I LIMIT SIGN / / / / / / \ \ — -- '/// -`r810 L F�i1 I I 1 II I o D.13.4367-496, 1 , / 501 & 5022—PLAN— � / fi66 TH R-U- 4 O9 -PLAT _ _ M A G ` `\ FINAL SITE DEVELOPMENT PLAN NAIL ---Z67N-E: M D /--------------- N _ -' FOU ALBEMARLE DRAINAGE1-7 AG - \ ---- \ (PIPE TR / , / SA MH TBR / ___--- ___-- - BUSINESS CAMPUS: / MAG / / / / / ___-- _ e / / r ]OP=437/.73 INS // / / INV=429.65 / �6 BLOCK 5 x—x--x =x ' \\ I/ / — __--- DEMO 17.63 LF \ - - — x \ \ \\ \ \ \ r __ s \ S PAVED PATH TBR AT _ — — — __-_--- x x x x\max \ 1 -- — 420 OF CULVERT j i �\ ALBEMARLE COUNTY, VIRGINIA O O BLOCK 3 _ _ — _ _ _ — / 2 \ x / DEMO 47.0� �F - - - - - - I oop� — — \ — — I SUBMISSION: \ - ----- / N N 2020.10.05 [INITIAL SDP] I REVISION: .1NV.IN- / �(A 0 Ili I 2020.10.26 [PRELIMINARY ARE] , , + o0412.74 om AII I 2020.12.21 [FINAL ARB STATE ROUTE/ 631 (5TH ST EET) 2021.03.22 FINAL SDP 4°2021.04.05 IACSA] 2021.04.13 [FINAL ARBIVARBLE WIDTH /o l \ ` — \ — l — , A 2021.04.26IACSA, BID SET] 2021.05.14[VDOT,ACSA] SAIL It3 AT 4 2021.05.18[FINALARB] CONS772UC710 1 / N FILE NO. E ROUTE ,� 1 5TH '' -'� � ��e `\ '-----____ _ I / T / / / ' '' �6 1 \\ \\''-440_ _ I � I 18.004 VARI/AE�LE WIDTH R/W /' �� PAV,,D \ /'D.B.1205-314 ' / D _ BOCK PATH \ \ /' / I /'� 445.08------. CONS7RUC& 4�RAT \ _� � � I \ \\ \\ HVyYP.B.XI-257 j�RU 262 / // INV.OUT= noN \ \ 425.22 EXISTING CONDITIONS & DEMO /// n/eFn A A A n \ \\\\\\ 30 0 30 60 90 r rllcC SAN MH--- Top- .'/ �'' ' =3 89 _ / � /' Scale: 1 ��=30� 5 � I(JV=437. C V vv vvvv vvvv A3 �A VAAAA VAAA VAAA V A V A A A V A A V A A 1 A4 DPViA S GE � VAA A V AAA / pUBIIG NEW 30 Ii,ECTs \\\ \\\ \\\ \\ \\\\\ T G RM \\\ \\\ \ \ ST RM E\\ \ \ ------� 1 AN MH NEW CROSSWALO K TAP-428.64 �O VvAA vAvA �V v A V vAAv vAv v vv ASPHALT LANDI G� \` CLWALKING ATH AMEN $ SpR V=418.6 0 2% MAX SLO E x> \ 2,006 SF i� / \ \\ \\\\ \\\ \\\\\ \\\ n CLASS B STONE DUST TRAIL - EC--MA-TTING. A v A v A v A A v A A v A V v A V v 24° DRAIN BASI Z 1 ACOf�SWALE' v A A V A v A v V v A v v A v v A A v TO 12" HOPE 0 .TO INLETFT INV. 438.00 C ,2 NO CURB m 1 XXx � - ppE - A vvvv v A vvvv v v v v v v A V v vvvv v LOADING AREA 8.05 ' O ry VvA \\y vAv VvA V A v vvv vA V vv 0 9.0' .R3.0' v A A V v C R25.0' \\\ ,1C1\\\ \\\ \\ \ \ \\ 30' PUBLIC AINAGE EASEMENT \���Ip/ v v v v v v v v O'EX. v v v v \ \ \ \ \ \ \ \ \ 7O YX \ \ \ \ \ h R3.0' AA V A VAAA VAAAA 8" CA�' VAA A \� VAAAA V v 1JSPACESG 6 V A A V A V A A V A 8x8 Vn` W V A V A \ V v V v v yy v J V v FT�pry... A8 7x7' DUMPSTL`R P - �(2 27.0' v v v vvv v � 'IJ�, g11 v v vvv v v v )\ \\ \\ \\ \\ TFE 3)8 \ \ \\ \ 65 GALLON TRASH TOTES g -- 18 HOPE 0 INV 440.0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ EX. SWM POND To 1 / o VA AA VAAA VAA \ co V A A VAA \ \� _ 18 , HDPE Z, (I \ \ \ \ \ REMAIN CONNECT / w<p I \ \ \ \ \ \ i000 ao � Ro � ao Ro POND OUTFACES TO 5 �nr"lC . ,439.0'. R15.0' a a r+o aj STAIR _ 8" ROOF DRAT /O INV 8" ROOF DRAT D � NEW SWM SYSTEM ( 230.90 STAIR \ \ \ \ \ \ \ \ \ \ f \ \ X � � � MIN. SLOPE 2% 438.0 MIN. SLOPE 2% -�. EL OA R30' } ¢ A v\AvA A vAv v\Av\ A A vAv VvAA A 4" ZFTI O 18.092 w vV AA\ A\ v\ A\ v 0' IN \\\\\ \\\\ \\\\\ \\\\ \\\\\ \\\\ 6"-V J x 0._0 C P RKING 3IGN Z \\ \\\\\ \\\\ \\\\\ \\\\\ \\\\\ TE. w \\ , I \ \ \ \ \ \ \ \ \ \ \ \ \ \ C _ -- 5 10 LF CLASS LF-STORAGE + RETAIL ® \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ a �JHIP-RAPd - c� \ \ \\\ \\\ 4w W -- Al m 20,987 SF FOOTPRINT z. C ®9" DEPTH / FFE 432.67 98 SF F ,039 o TENANT 1 TEN BFE#2 443.33 iD• �f \\\ \ \ \ \ \ \ \� \ \ \ l ^� X z i N FFE#2 454.00 EL TOR B \ \ \ \ \ \ \ N � Z / FFE#3 464.67 0 MAX. HEIGHT: 43' 1 SD -35 \ \ \ \ \ \ \ \ \ c } STORAGE CD SAN L T IN \ \ \ \ \ \ \ -.--- c TOP SIGN c� - / �1 SDR- SAN LAT OFFICE Q C/ 43110 cp FDC IS 75' NV ®C 440.0 755 5F \ \ \ \ \ FROM FHA NLINE C/ INLINE C/ \ \ \ \ \ \ MILL & VERLAY G % - FDC n \ CCES \ \ LAT PPROX. ,210 SF' - - - -- - I PER -2 R50.0 ACCESS , `. ,.. _ J - .. r : S' :-5.- +•':-5 -S'-S _ `-.55 - C`S EWAL - . �... S _ 5 - 5 S S-AASEMEN \ \ \ o LOPE R3 0' } / EASEME PIV C -12 �•ar: �b 6' PLANTING STRIP 6 6" RI ERS s /0 V - YP \ \ _ EASEMS T L 35 SA 0: '-.�SkNCLAT,INV D - TUB Oo �+ ERA B� 2 cP = SPA P TEN L 3 .. C/Q 4215 ( - - .' 6' PLANTING P _� "� 'o. oI .Q INV. CII LO TIO 0 ZS 6 T NCH )HA �. °` 2 2• k!A T fw�J~ U V 4 2.94 DOW �� _ 20.0 C3 -n 6" DIP 10.4 �3 w �Ej IN 442.74 CONNECT __ ONCRR TE PA - ' �' CROS WALK WATER I `` a a aT C6 INV IN 4 00 CS AN \ 26:TT` 53 ON STREET NEW 20' A�EASEMF� 500.0' _ ERMEABLE C YN2�" • n (TYP. I 26.0' -�' O O - - - - PA SP _ .- 9G" ft - RKING ACES ,�""GV I 6'GV x x a 8" DIP WATER LINE /s A-ag_4 (' PERM�1k�ABLFF CONT(`{�ETE pAVEV CRVSWAI K 6"JV 4" 8" Dip WA7�R LI ::E MOUNTABLE 1T EE - - - - "'N �N -W'-W-'w�-PJ--W W HG W W -W -W W, Y� Vj�, W--W -W -W -W -W -w' _W -VJ _ _ - 8" GVI-ems -w -w -w -v -W w -W -W -,w -W -W -W -w -w -w,� w �w -w -w 1I- rt - - w - W - cuRe (cG-3) & SHIMP 6 UV 8x4 TEE 1"CORP 1 COP / o / 8x6� / 8 4 2 o x GV 5' CROSSWALK (TYP. STOP �s ^� g .20.0' 9.0' 9 _ STOP R6. ®. TEE y TEEP .0' R35.0' _ CG-2 C3 � FHA WATER STOP SIB ENGINEERING 2. 26.0 NEW 20 ACSA EASEMENT - -� R° CG-12 6' PLANTING STRIP 6' - ' PLANTING STRIP B - LAND PLANNING - PROJECT MANAGEMENT -� _ ILL & OVERLAY .. - w APPROX. 680 SF PER T N LAT s AccE55 m_ WP-2 SD 35 SA SDR-35 SAN LAT ccESS STUB ® 2. % SLO'RE \ / B3B MEN 912E.HIGHST. 434.227.5140 - a CCESS EASEMENT \ UL cr R60.0' EASEMENT INV @ C/O 440.0,-. - CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM - UTILITY NOTES: \ B -- NLTH of o� 1. BACKFLOW PREVENTION IS REQUIRED FOR SERVICE LINE CONNECTIONS. soy o J 2. ONLY A SINGLE 1 SERVICE TO A 1 WM WILL BE �� I PROVIDED FOR RETAIL TENANT 2 AT THIS TIME. \ o JUSTI l .4 183 a 1 45183 OPTIONAL FUTURE LARGE METER CONNECTION PROVIDED. �. ,- �SStoNnL Lars 3. REQUIRED FIRE FLOW = 4,750 GPM FOR TYPE III\ BUILDING WITH 104,000 SF FLOOR AREA. AVAILABLE o AWWA Q20 FIRE FLOW IS CALCULATED AT 5,745 GPM. / / I 81 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: �BLOCK 5 0 NECTS to I TO EXISTING OS A 'VE O ST O M PIPE ` ALBEMARLE COUNTY, VIRGINIA A B3 � �I SUBMISSION: M �KTU =�z 2020.10.05 [INITIAL SDPI omlm0 REVISION: _ 2020.10.26 [PRELIMINARY ARB] STATE ROUTE 631(5TH STREET) ' ONNECTS TO EXISTING 4 //„ J �D 2020.12.21 [FINAL ARB] I SEWER O �i / 2021.03.22 [FINAL SDP] VARIABLE WIDTH R/W 2021.04.05[ACSA] � 2021.04.13 [FINAL ARB[ 1 `\ 2021.04.26 [ACSA, BID SET] 2021.05.14 [VDOT, ACSA] T 2ATE ROUTE 631 5TH ST 021.05.18 [FINALARB] VARIABLE WIDTH R/W FILE NO. D.B.1205-314 / 18.004 HWY.P.B.XI-257 THRU 262 I SITE & UTILITY PLAN 1 SAN MH TOP=446.89 30 0 30 60 90 INV= 437.40 Scale: 1 "=30' n v /'' \ I i'-- 43 — — \\ / - _---------------------- -( ' '/ / ---'/ I' ./ /'/ I I V-418.6 ' \ / \I \ / hE O C I I I 1 \\ / / _ \\\ 0 4280 w /A� A6 / i / I / / / / / / �� / / i w w w % 4v = FT] I I I 1 / __----\\\\\\ ' ' 4�° - ' /// / / j///// / // // / // w w/mow D / - --- - 3 / / /--- �/ , ,�-� /' / // �' /' /' /' o / v I V EX. 'SW POND 0 / � � - . -- 43T � � � / � � ' / dti w I I I REf�IAINI C NET/ - r d ..� oo-- F rso x. ' I / / - , / , , / �I. D O \ I I I POND OUT�A 4S T6 /� - _ - \ - -- STAIR B ---- n XI Q7 \ I I I I 1 \ ") NEIW $WM SYSIIEM STAIR Aif \ \ /' i' / - - � J \ — — SELF ,Q ��- k-RET7t16-AIL\\\ \\ ® / \� \ \ \ I I I / I i' ' /' ' / 430' I \ \ _ _ __ \ \ \ 1 u / L- �7 20�98�\ \FRINT__ \ _ _ \\ ss i /' \\ II\ I I ( I /' / / i' / / //i _ Oo✓ 00 RETAIL —RETAIL I — — — \ �F��4 — — \ \ \ \ \ \ \ 4 i 7 \ _ _ \ 0 45 YEN ANT-1 — NANT 2 _ � — \ ` _ — \ \ \ �j _ \ I - } 4� 46 T \ -BEE2 4 2.6� 42� 2,298 SF 039 SF � — — \ 1 \ I I \ O� _ \ — ao LP _.4� L - FE 1 4�3-33 \ \ 4 1 ._- - s \ - \' \ \ FEE- 4 00 FFE� 454.00 — � \ � \ \ \ / I E EN�TAL 6LOCK RE } \ L \ FFE#2\45\4.00 \ _ 2\ N ALL W. 42° NA iaRAIL o 1<FE#3 46�67\ \ \ \ \ \ 3 Co EG \N 4 BLOCK \ \ T" I \ MAX. HEIGHT: 43� \ \ s, / \ MA V�ALL HEIGHI`9'} - S \ � � � � \ \ 4� /- -NG QA�L \\ \/ /I I \ \ \ \ \ \ \ bFFICE� \— - SEGMENTAL BLOCK \\ --- v}-MAX HI �1.3' v I VI I v �v A A `RETAI ING WALL v \ v75vSF 5580 I oII o MA HEIGHT 5 5. 20 0 \ \ \s-�• _ - _ r - -,�. 420 ' ' _ f.. / q .II 1. - 1- — / G I I \ I O \ \ 6 \ 5 .4� 5 / \ \ \ \ 4 oo. I - Poor v A v v - SHIMP � � � vv vv v� vv ��v A C5 / � v y / v I / / / �,� �/ �� ��� a-- / / , 60821i A v\ /5 a vv v�0% vv v- �� 5V/ / AN - v - / / --- / ' / -��v v vv��,5 _ - - /'� '' , Lw—w—mow ENGINEERING f w w —w-= w w w —W�� w —w w w\ w =w\ j� \ w �w /1w ---F = w — —w\ w �w —w--w w w-=w w �vr—w ,w —w w -mow w' w�—w w / / / f / LAND PLANNING - PROJECT MANAGEMENT v 3 vv �9 v \ v V C5 Av v V IDJ� ' '• \ . ' - -. ... A : , .. , .... ... - , - __ _.. > _ - �, A A \:.. 1 J ;• � -:R .. , <.' _ .y.. .� __�,.• : � -1 �- -� / . � ,c. - - - CHARLOTTESVILLE 902 JUST IMP ENGI COM -- I VA. 22 IN@SH - NEERING. 5140 912E HIGH ST ----'' '' \ \ I \ \\ i' \ \ LT$ op \ \ \ \ \ / u`o \ 83E1 'S1 I \ \ \\ \\ \ \76 \\ \\ \------- - - - 45183 \ \\ q \ \ / \ -f) \ I ) NSTI 183 o�----- I I II III I I I I I \R� \ \1 \ �// \\ \\ � B3__ NAL VI FINAL SITE DEVELOPMENT PLAN ALBEMARLE IIII --,\ -----I % I /I , ' — — — — —------- - -"- ----- - o - BUSINESS CAMPUS: l I \\ \--------------------------- ---, ------ l/ _-- ---/l- // BLOCK 5 \ \ / / , ` \ ALBEMARLE COUNTY VIRGINIA _ 0 0 \ - - - — — — — — — — — — — ----- os \ \;,\\ __``\\� \ -- -, \\/ \ ' `\ \\ ---------------\ - \ SUBMISSION: 2020.10.05 [INITIAL SDP] _ - l Jl ,i- I I �K-0 III \ \ \ 4 - \--- _ -- \ 4p\---\11 III I ro=<= `II REVISION: (A D I / I I 2020.10.26 [PRELIMINARY ARE] �O i \ \ J I I/ I I o r�ilmo 20201221 [FINAL ARB] STATE ROUTE/ 631 (5TH J/ \ \ I \ p /I I 2021.03.22 [FINAL SDP] \\ \\ I ST-KEET) / / /' �, \ \\\ \� ®"�\\ B4 �\\ \420._--_ 3J I I I I l D 1/ I II I 2021.04.05[ACSA] \ I / / / _, -'�� �_ \ -� _� -- __ J , / / O� I 2021.04.13[FINAL ARB] VARI BLE WIDTH R/�(/ /' /' ' _ ✓/ / / / I �T\ 2021.04.26[ACSA, BID SET] -430 - - - _ 2021.05.14 [VDOT. ACSA] - - -_-- - / / I 2021.05.18 [FINALARB] / \ _ / S Tg/ E ROUTE 1J TH / --- FILE NO. T — 18.004 ' /' / ' / / / / / \ \ �44p — II\ VARI,AALE WIDTH R/W ' /'D.B.1205-314/ --- / HVyYP.B.x1-257 J�-fRU 262 GRADING PLAN — \ \ \ TOP 4-76. _ ' c Scale: 1"=30' / ,' 460 455 450 445 5 440 N 435 N 3 430 4 I 0 425 3 z 420 415 410 405 0 400 � m N N W I� CNN Ol I� Se NRADE O �N N O m W pN + 3 a Q GRADEz�v - GRADE — O _ N ✓o oN _- _ °°tea- / _— irgo it > �a �J O Q / RAnF/ ZHN -- — / _ PE ® 2.06% oN00 01- / 1 . Lr_C6mr(D O O >� O m zo a O w O H N N___ Z > > >PROCTOR FILL GRADE m>___ If: is" Hut LN Z K K pp w p O ¢ X w � d / 1 p7 C6 z O N > — N N 0 O z 10+50 11+00 z 1n 00 STORM SEWER PROFILE A2-A8 C8 HORZ: 1"=30' VERT: 1"=10' 455 450 445 440 r^ mil 435 N 430 M 0 425 Z 420 415 410 405 n a 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 M M O N N Z (p 3 � m LNLW o ti - M 4 GRADE 15 195.85 Lf_._ °o i - `_ 17- o 26.15 L ,� 15" Hf1DFP%E z g VER TI o UNDE - - rn N _ �2 = M M Z `4.84% 68 25 LF 18" HOB �z 0 \\>z z z 6" SAN LAT, MIN. - 2" SEPA N ` °° ,,., .. —Lei ;,.,°° ° /i8��ROCTOR 12" SEPARATION �r �z z Z�N m � z � ^ wo N m m � 0 + 8io°°°°°°°°° MIN, W2EPARATION SEPARATION 12" i / 6" SAN L 12" SEP MIN95 ATION �R STANDARo00\°°°°°°°°°°°°°+-++°++°°� TOR oNN / 167.91 LF 18" HDPE @ 4.17% » �aa o» z 000 o`er`" aaa �zz O / 0 8 0 0 �5. ®10. v NODE � O > a z_ > Z N m Z 400 IF 10+50 11+00 11+50 z - 2 STORM SEWER PROFILE A2-C6 C8 HORZ: 1"=30' VERT: 1 "=10' 450 445 3 440TL 2 435 430 425 420 415 410 PR DGTOOR 4: COMPACTED FILL 405 > 400 10+00 10+50 11+00 B � w ^wN N � m N N M O .00 W ZN H N J N H / / / / / 0 M ,(l N O �[J N M > Z N � __ � — o - N z 4 STORM SEWER PROFILE B2-B4 C8 HORZ: 1"=30' VERT: 1 "=10' 450 6 445 + N 440 435 430 425 420 415 410 405 11 +50 400 12+00 4JV 445 3 440 i w 435 z 430 425 420 415 410 405 400 12+50 13+00 13+50 14+00 14+50 15+00 B m — 0 w o o W - N M O M� M d Q i J NHN dQ AIDEOp,(J M IF i d N N / as Z H N / UF 0 O O N M M N N a? O NO / �z w- �_ > - ° » o O O N > — i n N um _ a 10+00 10+50 11+00 11+50 5 STORM SEWER PROFILE B3-B3E C8 HORZ: 1"=30' VERT: 1 "=10' 12+00 12+50 450 445 440 435 430 16 LF HDPE 425 % 420 415 410 a405 13+0000 15+50 16+00 455 450 TRENCH TOP 443.23 445 440 PE IN FROM 90' AL BEND ROUTE 17+00 L TWAL 450 4R5 445 430 440 m L425 I 0 O 435 iw 420� z 430 415 425 410 O 420 405 415 O 450 445 440 435 430 425 g420 z 10+50 i1+0015 i 6+ too 10 00 3 STORM SEWER PROFILE C2-C2A C8 HORZ: 1"=30' VERT: 1"=10' 460 455 450 445 440 435 430 425 420 415 410 y405 17+5000 M O � O [p N M O O N1 MIN O n+ N O Z � N HUft NNr17N NN > > 455 450 445 TI ON 440 435 430 425 1 $0 - 10+5� 10+00 10+5�0 6 STORM SEWER PROFILE C3-C3A 7 STORM SEWER PROFILE C5-05A C8 HORZ: 1"=30' C8 HORZ: 1"=30' VERT: 1"=10' VERT: 1"=10' 455 CC 450 i Z 445 440 zi Cal 435 z 430 0 425 420 0 1 ME 1� 11 1�r11�37� 1� 1� 445 445 440 440 O 435 435 M , a 2" ZATI ON O 430 430 z 425 425 0 420 I �II I �II 11 -� SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM p.LTH Op �O o J�� JUSTl�HIMP 45183 w� `�STnXTAT V1 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARB] 2021.03.22 [FINAL SDP] 2021.04.05 [ACSA] 2021.04.13 [FINAL ARB] 2021.04.26 [ACSA, BID SET] 2021.05.14 [VDOT, ACSA] 2021.05.18 [FINALARB] FILE NO STORMWATER PROFILES - BLOCKS 2-5 v/u 465 460 455 450 445 440 435 430 425 420 415 410 405 4 EX. NEW 3.5' MIN. - - VS" 91 L tj CAP M -""-LINED EXTERIOR CLASS ZINC 52 DIP WATERLINECO TED COVER rRAnF STANDARD EX. GRADE MORTARS lF INTERIOR CEMENT...- LINED, EXTERIOR .Qvvvvvvvvv.: CLASS 52 DIP WATERWNECOATEDovvvvvvvvvv 955; — \ / i \ vvvvvVVVVV VVVVVVVVvvvvvvvvvvvvv - osz¢........ MO 01t+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 1 WATER MAIN PROFILE C9 HORZ: 1"=30' VERT: 1 "=10' 7A 460 460 1 a rn z 455 94 w z z w � oFINLVVN 450 a 450 0 o a Z Q O 2 445 w z � ,� � � � 445 440 z _ o �' a x _ 440 - - - --- \ - N \ - - 435 w o 435 GRADE 430 _ - vvvvvvvvvvv vvv o N 430 � v vvvvvvvvvvvvvvvvvvvvvvvvv O N O N O O _ 425 vvvvvvv N vvvv .. o........vvss 425 - 6avvvvvvl vvvv > >- - O N v vtry (y Pgfyv > - 420PRQCTQ420 vo»> >-- o x- � > Z JJ 415 a >_- ww 415 �z 0 55 >z z 410 - 410 405 {{yy 405 N N O! O . . . El 400 a a a a a a a a a a a a a a v v < 4400 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 2 SANITARY SEWER PROFILE 1 A-7A C9 HORZ: 1"=30' VERT: 1 "=10' 0 0 0 o rn N� WOE �I� QUO alp tiJ CO 6W 6W 4w QW 6LJ J 55 » S » 55 470 465 460 455 450 445 440 435 430 425 420 m 41 19+00 PVI STA. 13+20.00 PVI ELEV. 459.82 - PVI ELEV. 445.82 PVI ELEV. 443.42 36.00VC 78.00VC 31.98VC 239.53SD 253.60SD 2.001( D 2.QW LL Val n m rntIm rn pi m o n <^ 470 465 460 455 450 445 440 435 430 425 420 15 470 465 460 455 450 445 440 435 430 425 420 415 410 405 00 19+50 SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH Op o J�� off45183 ` 4� srnH1AT 1 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARB] 2021.03.22 [FINAL SDP] 2021.04.05 [ACSA] 2021.04.13 [FINAL ARB[ 2021.04.26 [ACSA, BID SET] 2021.05.14 [VDOT, ACSA] 2021.05.18 [FINALARB] FILE NO SANITARY, WATER & ROAD PROFILES - BLOCK 2-5 1'+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 3 ROAD PROFILE C9 HORZ: 1"=30' C9 VERT: 1 "=10' 470 465 460 455 450 445 440 435 430 425 420 m 41 19+00 PVI STA. 13+20.00 PVI ELEV. 459.82 - PVI ELEV. 445.82 PVI ELEV. 443.42 36.00VC 78.00VC 31.98VC 239.53SD 253.60SD 2.001( D 2.QW LL Val n m rntIm rn pi m o n <^ 470 465 460 455 450 445 440 435 430 425 420 15 470 465 460 455 450 445 440 435 430 425 420 415 410 405 00 19+50 SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH Op o J�� off45183 ` 4� srnH1AT 1 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARB] 2021.03.22 [FINAL SDP] 2021.04.05 [ACSA] 2021.04.13 [FINAL ARB[ 2021.04.26 [ACSA, BID SET] 2021.05.14 [VDOT, ACSA] 2021.05.18 [FINALARB] FILE NO SANITARY, WATER & ROAD PROFILES - BLOCK 2-5 1'+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 3 ROAD PROFILE C9 HORZ: 1"=30' C9 VERT: 1 "=10' 470 465 460 455 450 445 440 435 430 425 420 15 470 465 460 455 450 445 440 435 430 425 420 415 410 405 00 19+50 SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH Op o J�� off45183 ` 4� srnH1AT 1 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARB] 2021.03.22 [FINAL SDP] 2021.04.05 [ACSA] 2021.04.13 [FINAL ARB[ 2021.04.26 [ACSA, BID SET] 2021.05.14 [VDOT, ACSA] 2021.05.18 [FINALARB] FILE NO SANITARY, WATER & ROAD PROFILES - BLOCK 2-5 1'+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 3 ROAD PROFILE C9 HORZ: 1"=30' C9 VERT: 1 "=10' + .0 + .0 +0.0 +0.0 0.1 +0.0 +0.0 +0. 0.2 + ,D 0.3 +0.1 0.0 3.5' 0.5 0.0 0.0 0. 6 0.2 .6 9 0.1 0.0 0.0 0.0 0.0 + + +.- 5 + + + + + + + + +-+�� + + + + � + + + + + + + + + 0.0 0.0, d. 0.2 0.6 2.2 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 C-7 3.5' + .0 + .0 + . 0. n +0:0-- -__0. + .2 + 9 +0.2 + .1 + .1 + .0 + .0 + .0 + .0 + .0 +0.0 +0.0 + .0 0.0 + +L 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 + + + + + + + + + -T + .5 + + + + + + + + + + + + + + + + + C-6 @ 3. r5 .5 - +.0 +.0 +.0 +.0 +.0 +.0 +.0 +0.0 +.0 +.0 + 1 +0.3 0.4 11 8 1. .7 + +0.1 +0.1 +0.1 +.0 +.0 +.0 0.0 +.0 +0.1 +0.1 +0.1 0.3 0.5 +.0 +0.1 +0.1 +.0 +.0 +.0 +( C-+5 @ 3�e +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. 0.1 64 0.3 +2.61 1. .5+0.2 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.1 + .1 +0.1 0.2 +0. +1.3 2.5 + . 0.2 +0.1 +0.1 +0.1 +0.1 0.1 + .1 +0.0 +( 0.5 5 �C-13 .5 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + .1 +0.1 2 0.� 5+0.8 2.6 Cb5 +0.2 51 +0.1 +0.1 +0.2 0.5 4 3.'. r0.4 fi +0.1 +0.1 (1 1 + .1 + .1 + .1 + .1 0.0 +( ' e 5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.1 0.1 0. &D2 a) 1. 0 5 1.7 1.5 1.1 �11 5 0 2 1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 + + + + + + + + + + + + + + + + + + + + t +.+ + + + +� + + + + + + + + + j C-10 @ 3.5' +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 + 2 +1.9C+ 3 0.4 +6 9-01.5+0.8 + 2 +0.1 +0.1 +0.1 + .1 + .1 +0.1 +0.1 +0.3 +0.4 +0.4 + .4 + .2 +0.1 .5 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + .1 +0.2 0.4 54 + .2 +0.1 +0.1 +0.1 +0.1 + . + .2 +0..5+0.7 0 +0.2 0.1 +0.1 +0.0 +0.0 +0.1 +0.1 +0.3 q. 0.4 +0.7 +0.7 + .6 +0.3 +0.1 0.5 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 .1 5 +2.0 +2.3 0.5 +0.1 +0.0 +0.0 +0.0 +0.1 +0.22.6 +1.6 0.ffi.3 +0.1 +0.0 +0.0 +0.1 +0. +1.1 +3.1 +1.3 +0.9 +1.2 +1.1 +0. +0.3 +0.1 +C 0.5 / /'�/ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.1 0.3 2.4 Q.4a 0.1 0.0 0:0 0.0 0.0 a0:h 0. 1.5 0.2 1 0.0 0.0 0.1 0. +0.9 3.1 1.1 +1.4 +2.1 2.0 +1.1 +0.3 +0.1 +C + + + + + + + + + + + + + + o -i 0.5 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +1.9 +3.7 +3.4 +1.4 +0.4 +02 +C +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 +2.9 +6.7 +4.8 +1.3 0.5 +0.2 +C .5 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 .0 +0.0 +0.0 +0.0 +3.0 +8.3 +5.0 +1.4 0.5 +0.2 +C +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. +0.0 +0.0 +0.0 +0.0 +4.4 +8.3 +5.0 +1.3 0.5 +02 +C 'B-5 @ 20' +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 0.0 0.0 +0.0 +0.0 +0.0 - 3.6 +7.8 +5.0 +1.4 0.2 +C 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 3.2 8.2 5.0 1.4 0.5 0.2 C + + + + + + + + I _in + + + + + +0.0 + .0 +0.0 +0.0 +0.0 +0.0 +0.0 .0 +0.1 rt 0.1 +0.1 +0.2 +0.2 +0.2 + .4 +4.8 +4.1 +1.3 l9..4 +0.2 +C +0.0 +0 0 +0.0 +0.0 +0.0 +0.0 +0. +0.0 -I 0.1 +0.1 +0.2 +0.3 0.4 %4 .7 +2.7 2.5 +1.3 +0.4 +0.2 +C +0.0 +0. 0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 0 0.3 +1.1 +1.1 +1.3 +1.7 +1.5 +1.1 A4 +0.2 +C l 10- o- - -3 @ 10' 0.0 0.0 0.1 0.1 0.1 0.2 0. 0.7 1.3 2.3 -3.8- 5.0 7.6 7. 4.1 4e1 4.9 5.1 3:8 5.1 9 a rl F 5.8 5.4 A. 8.8 6.9 8.1 6.8 3.6 2.5 1.8 1.2 .6 0.3 C + + + + + j + A- + + + + + + + + + - + + + +yy + + +' +' - + + + + + + + + + + + + 0- Ire 0.0 0.0 01_ 0.3 C 5 1.7 .0 5.5 8. 7 8.1`. 8. 7. 7 5.3 5.1 6.4 9.4 8.9 69 010.5 9.9 9.}3 10.9 9.5' 2 � 0 9.8 7.0 5 6.4 9.4 9.0 '9-4 @ ?08 8.4 4.9 +z.9 1.8 +1.2 0. �0.3 +C + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.1 0" 0.2 F .5 0.9 1.5 2.5 3.6 3.9 4.0 4.1 4 4 4.8 4.4 4.4 5.0 5.2 5.2 5.5 6.1, 7.2 7.2 6.2 5.6 5.3 5.3 5.4 4.9 5.1 5.4 5.0 4.7 4.6 4.6 3.8 2.5 1.6 ' 0 0. 0.3 C + + + + + + ++I. + + + + + + + + + + + + + + + + + + + + + + +, + + + + + +' + 5 + -� 0.0 0.. 0.1 0.1 0.2 0.3 l 0.8 1.0 0.9 1.1 1.1 1.3 1.4 1.6 2.0 2.1 1.9 1.9 1.9 2.0 2.2 2.3 2.2 2.2 2.1 2.0 2.0 2.0 2.3 2.1 1.9 1.6 1.5 1.4 1.3 1.3 1. 1.0 0.8 0.5 0.3 C + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + > 5 - - +0.0 +0.0a +0-0 0.1 +0.1 +0.1 +0.2 +0.2 +0. + . + . 0.4 .5 +0.6 +0.6 +0.6 +0.6 +0.6 +0.7 +0.8 +0.8 +0.8 +0.8 + .8 + .8 + .8 + .8 + 1 .9 +0.8 +0.7 +0.7 +0.6 +0.7 +0.7 +0.6 +0.6 0.5 0.+ + + .3 C .5 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0-2 O.Z 0.1 0. C + + + + + _ + + + + + + + + + + + + 4- + + + +- � + + 0.0 .0 0.0 0.0 0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 6 ^0.2 ^0.2-�2-----8..- $ 2- 9 2 0.1 +0.1 +0.1 + + + + +� + + + + + + + + + + + + +� + + + + + +� rt 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 C + + + I - + + + + + + + + + + + + + + + + + + + + + + + + • +' +' +' + + + Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number of Lamps Filename Wattage Light Loss Factor ARC1 LED WITH P1 - A 6 Lithonia Lighting ARC1 LED P1 30K PERFORMANCE 1 ARC1_LED_P1_30K 10.9 1.00 PACKAGE, 3000K ,ies COOPER PREVAIL AREA AND LIGHTING ROADWAY LUMINAIRE SOLUTIONS - PRV-C40-D-UNV-T2- (2) 70 CRI, 3000K LEDS PRV-C40-D-UNV-T2- ❑ B 5 LUMARK BZ-7030 AND TYPE II OPTICS, 2 BZ-7030.ies 131.0 1.00 (FORMERLY BRONZE PAINTED EATON) FINISH Black aluminum housing, o C 13 Industrial Lighting BLDT-15WLED-UNI specular reflector, clear 88 White LED's BLDT-15WLED-UNI 16.5 1.00 Products V-4000K plastic enclosure V-4000K.ies ARC1 LED Architectural Wall Luminaire rM,ti Ilgee TafrkryamoueearM•Pd•beeeMFren[Ma elemva. Introduction The Lithonia Lighting ARC LED wall -mounted luminaires provide both architectural styling and Specifications ov visually comfortable illumination while providing the high energy savings and low initial costs for Depth(ot1. es• quick financial payback Depth (1 .75• ARC1 delivers up to 3,000lumens with a soft, Height 5• non-pixelated light source, creating a visually Width: t comfortable environment. The Compact size of Weight: 7lbe Al with its integrated emergency battery (without options) backup option, is ideal for over -the -door applications. ARC LED Family Overview EXAMPLE: al LED P2 40K MVOLT PE DDBXD ARCHID n 1j00m. W 3000K III NO frmagarybtlerybebq,Q(mmpllarflia min)' DDBKD Dukul n Z000I.mem 40K 40001( 347' PE BWantsepbomallfardeann-daanopemdm Dn1D get n U110mmmS IN MK DW 0-101dmmm9wlmpulkdoutikfinure QmusevAM1 all Naurilaluminum anaamdlmatrd,mmeredseprall DOE White Sinn 6Wm9epmadmil D59D Sandemne FAD ReBadlmmblelliteuputi DDUTKD Tmumdde,bmm Jamesa:VaQulNmtfotlleaeskedl01rckm11, firm NlkylOWe DaBMD Teawmd bled DUKE Textured naluml aluminum DWRI Temndwhile D5ST1D Tomred:anduare Accessories HOal AeedMaw"w� , 3lwnxmilSLMM E4WH. •aB•BaOU 9rla-msatlWlagldk'r•W 3 FAOro[anixbb wM DMG. fA 1U7NON/A COKMEBCUILOBTDOOR Om LUwnu Wy • CrrSav, c.wg.3agtz. Plwn•:1-0Dp70i3ERJ D3)a • .w-IW,od•.wm ABC11Fa L14GIO77N0, ommAmmyBrands Light Ina At dslm nee,.ed. rw.01i Lumark Prevail / Prevail XL Discrete LED Area / Site Luminaire Typical Applications Outdoor- Parking Lots • Walkways • Roadways- Building Areas Interactive Menu Product Certifications • Ordering Information pepea • Mounting Details rapes LtnrD • Optical Configurations,erea • Product Specifications 4epe4 • Energy and Performance Data raged Product Features • Control Optional 6aQuick Facts emene � • Direct -mounted discrete light engine for improved optical uniformity and visual comfort • Lumen packages range from 7,500- 41,000 nominal lumens (SOW - 30OW) • Replaces 70W up to 1,000W HID equivalents • Efficacies up to 148 lumens per watt • Standard universal quick mount arm with universal drill pattern Dimensional Details Prwa 1,17,r"m`ni lalsneps4mM L26-1311irkilreand Prevail aft� 1 nBU,nm n-71n1454mm] �assre•0olamml J (Q CeOOPER Pammaa pq , NtpurMMnTIFFAM Pro,i I PatlNunios, Type: BOLLARDS - 15W LED ILP OUTDOOR LIGHTING 407-478-3759 www.ilp-inc.com • Flat Top or Dome Top design with aluminum cone reflector • 42• eadmded aluminum housing wdhflush mounting base and vaMal-resistaMscrews, optional cot down i • Powder coat flnlsh over a chromate conversion mating, available In black or broure • Custom color options available' • Stainless Steel housing available for Domed Top only (SS) • Internal ballast tray for easy maintenance • Clear loolycarbonate Lem • Multiple beam spread options: floc, 180c sr 270c • an anchor bolts (sti optional 4•, 12' & 15• • 120-277V unlaml l voltage • 5 Year Warranty • ETL Listed for Wet Local 'Cgnbctfac[orvforpricing a6- .�•p • Walkways • Parking Lab • Boardwalks S SYSTEMS INFO Calculated L (TM-21) >50K >50K Delivered Lumens 1,402Im 1,221 Im Total Input Wale 17 W low Wminalre Efficacy Rating(LER) 83 ImNy 74 ImlW Correlated Color Temperature (Cl 4000K 40DOK Color Rendering Index (CRP >80 >80 Ambient Temperature Range 110•F 1101E Universal Driver 120-277V 120-T77V LED System data ant bleed an IxrT-1 dNlED.uxNeOmc a IND7-tdMFD IINM400pC US) Lumen mammrenoaannual bmE m1Mn PdacaUm true lOM,oua• a250 mala4 BLDT Dome Top Bollard BLOT DOme Top BOII•rd SS REPLACES 320W MH IJ at Bracket g Three (3) 4• Anchor Bolts ❑ AB12 Bracket S Th.. (3)12' Anchor Bate ❑AB15 Bracket $ Three (3) 15-Al Bags ❑ 90BS Ill seem Spread ❑1SOBS 180°Beam Spread ❑270BS 270°Beam spread SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH Op �O o �tJS�� NSTIHIMP �o. Lit45183 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARBI 2020.12.21 [FINAL ARBI 2021.03.22 [FINAL SDP( 2021.04.05 IACSA] 2021.04.13 [FINAL ARBI 2021.04.26 IACSA, BID SET] 2021.05.14 [VDOT, ACSA] 2021.05.18 [FINALARB] FILE NO Lighting Notes: 18.004 1. Pole mounted fixtures shall be mounted at a height of 20' from the finished grade which includes the pole base. 2. Building mounted fixtures shall be mounted at a height of 10'. 3. Pedestrian walkway fixtures shall be mounted at a height of 35. LIGHTING PLAN 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. 30 0 30 60 90 N all Ill Ill Ill Scale: 1"=30' C10 1 SE 450— / A4 /PUg`7� p1NAG?_ I AN MH TAP=428.64 I J \ \ \\ 7 I 450V=418.6 \ CLASS_®-�YPF2-TYPEL DUST ' / � � x J --_— — — `WALKNG PATH (AMENITY) i / I / A2 2,006 SF 450O.C. (YP.) 440 \\ , D / A L o f v X X C 11 / f 1 11 I I[] \ — Si O ^ Si \ / \ ONNECT / �� / 1\I sj / / NEW 30' PU13LIC�QRAINA E To Ex. l Gf/ A6 WL STU / / / —� 8., CA� W w w TEE / D Fq A8 / Sx83)8 — a w w GV 0 /i / o . xl > O \\ I I i �- STAIR A \ \ STAIR B W 4 / 11 11 f l F1 O \\ I I }% JVATOR A\ / \ ed / Pa U I / / / TCAP GVLulCV On TExAl SELF STOR/�GE +RETAIL \\ � \ ® Pa ` G 20,987 SF \ FOQTPRINT RETAIL RETAIL I BFE#1 422.0 \ • I 1 N \ II 1\ // TENANT 1 TENANT 2 BFE#2 432�. f } 2,298 SF 2,039 SF .67 3 � \ '.- .n I I / / N \ FFE 454.00 FFE 454.00 L FFE#1 443.33 \ •y \ / X z \ I f / — — } } \ FFE#2 454.00 \ EL FFE#3 464.67 \ �. I / \ \ /42° MAX. HEIGHT: 43 am ° STORAGE Pa — — " FD - / ,ems •s s Iu U a IV -u ua i �.;w� Ua I o 6 \ 5 / I I �> FHA T q f .b I'. r WADS. IP 3 a of \ / C5 �— _ /\ NEW 20' ACSA EASEM€+N-� 1 / // / I •p QO . II -� - - - - - - - - - �— ----_t x x 8" DIP WATER LINE \ /5 // 6" V 4" /\ 8" D WAR LI1— / I '" �0SHIMP 8„ GVI-e�T—w —w w —vTEE _w —w —m' w w —w —w —w — —w w —w —w1. COj�w —w —w� I rt _ - - - m = w —w —w —w �w —w —w 8x6 �w 8 4 w �w —w w---hhhwx _GV w —w —w —w I �w/ £ & 6 G�/ 8x4 TEE 1 "CORP STO s �, TEE \ I STOP 9 � WATE NEW 20 ACSA EASE.ME T FHA I Ua \ / ` LAND PLANNING - PROJECT MANAGEMENT I Ua _ 430r- U Ua a � Ua LINE I I B 1 4- 40' O.C. Y\ , ,1 \ I\ 38 • \ \ 1 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I \ \ ) \ _ \ /440/ J \ \ \ \ LTH a \ / I \ \ ���A pF Q m I ,� 1usTItsx1 a 45183 z / / \ / \ /430 / I / I 5 Ld Z / - _ - \ / _ - _ -- - / FINAL SITE DEVELOPMENT PLAN o\\ ALBEMARLE BUSINESS US SS CAMPUS: US: BLOCK 5 LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF American Elm 0 Large Deciduous Tree Ulmus americans (Princeton, 2.5" 18 25 397 7146 Washington) Large Deciduous Tree Platanus x Acerifolia London Plonetree 2.5" 5 28.5 368 1840 Sj Medium Deciduous Tree Sophora japonica "Regent" 2.5" 13 28 22 286 'Regent" Scholartree I f Ornamental Tree Corpus kousa Kousa Dogwood 6-8' Ht. 3 15 128 160 Semi -Evergreen Shrub Jasminum nudiflorum Winter Jasmine 24" Ht. 16 4 10 TOTAL SF: 9432 *Not included in the total canopy calculations as total height in 10 years is < 5'. LANDSCAPING REQUIRED: / 420--•-W)g��C — — 1\ 1 \ BLOCK 5 SITE REQUIREMENT (SEC. 32.7.9.8): 10% CANOPY REQUIRED. \ � � / \ W \ / � 45 1\ I SITE AREA, BLOCK 5: 1.79 AC (78,054 SF) x 1 = 7,805 SF � 5� \ / / Z �, ALBEMARLE COUNTY, VIRGINIA CANOPY R E CANOPY REQUIRED: 7,805 SFASEMENT� \ \ \44p / B3 /� I / 1 i 1 11 I SUBMISSION: CANOPY PROVIDED: 9,432 SF \ AD INTERIOR ROAD TREES: LARGE SHADE TREES (2.5" CAL.) - 40' O.C. \ \ 1 \ \ - 0 cn 1 I I I 2020.10.05 [INITIAL SDP] PARALLEL TO ROAD (340 LF) REQUIRED: (340/40) = 9 LARGE SHADE TREES ON EACH I \ �� \ \ / I omlm0 a M I REVISION: SIDE, 18 LARGE SHADE TREES TOTALI PROVIDED: 18 LARGE SHADE TREES / / Q \ _� © B4 / 420 - D I7 I I 2020.10.26 [PRELIMINARY ARB] PARKING LOT TREES: LARGE SHADE TREES (2.5" CAL.) - 40' O.C. (A 0 I 2020.12.21 [FINAL ARB] AROUND PERIMETER OF PARKING LOT / � / 2021.03.22 [FINAL SDP] PROVIDED: 4 LARGE SHADE TREES ,/ \, \\ _ I� �� I 2021.04.05[ACSA] / / \ -430 , 2021.04.13[FINAL ARB] INTERIOR PEDESTRIAN WALKWAYS: MEDIUM SHADE TREES (2.5" CAL.) - , , � 2021.04.26 [ACSA, BID SET] 25' O.C. PARALLEL TO WALKWAY / ' PROVIDED: 12 MEDIUM SHADE TREES � / / / � \ , � 2021.05.14 [VDOT, ACSA] / \ I 2021.05.18 [FINALARB] NOTES: —440— I II 1. All site plantings of trees and shrubs shall be allowed to reach, and — be maintained at, mature height; the topping of trees is prohibited. �� , I \ FILE NO. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. i \ = \ \ 18.004 2. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. �� ,/ - o LANDSCAPE PLAN 3. All new planting shown on the plan will be completed after building / / — — , and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. i 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. 30 0 30 60 90 6. Landscaping plants and trees adjacent to the sight distance triangle shall be maintained in area between 2 & 7 feet above ground as a I IN IN IN IN IN IN IN IN IN IN C 1 1 clear zone to preserve sight lines and accommodate pedestrians. Scale: 1 "=30' SET TRUNK PLUMB. SEE PLANS FOR .III I is SET SHRUB PLUMB. TOP LL EXACT LAYOUT AND SPACING SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS SHALL NOT BE MORE THANN 1"ABOVEABOVE . j AS SPECIFIED IN PLANT LIST OR AS SHOWN. FINISHED GRADE 475 475 I 2 ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. e Q OQ \\� d d REMOVE BURLAP FROM TOP 1/3 470 FIR jGUH470 RESERVED 2D d OF ROOTBALL _ 4 D O ARBOR TIES, OR SIMILAR r 4.25 425 T MULCH 2" DEEP IMMEDIATELY Qd 3" TALL WATERING BERM 465 - - - _ - - - - - - - - - 465 - AFTER PLANTING AND WATER _ _ _ _ _ _ _ PAR"IN THOROUGHLY. / 0 1-1/2" SQ. OAK STAKES _ 2C FINISHED GRADE SET 180 DEGREES APART 460 460 N PLANTING PIT. D 18 PREPARED SOIL FOR SHRUBS FINISHED GRADE .."......'. ....:1/2BAIjL.�� 455 455 SOIL SURFACE ROUGHENED III APPLY 2" OF WOOD CHIPS AFTER PLANTING AND 4•• TO BIND NEW SOIL > WATER THOROUGHLY B = 450 450 III- I -III I -III-I I -III -II 4" COMPACTED EARTH 55 aa SHRUB PLANTING DETAIL WATERING BERM 4 10+00 10+50 11+00 11+50 12+00 12+50 13+0045 ' Not To Scale EXISTING GRADE IF 15 AL I xx s SIGHT DISTANCE PROFILE - ROAD A & OLD LYNCHBURG RD 75 At 15 -E PLANTING PIT. SEE SPECS FOR EXACT �C12%Scale: Horiz. 1"=30' Vert. 1"=10' RFON12 UIRFMFNTSPI ANTIN . G 5011 AND PI ANT ... .... .. GENERAL NOTES: L THE DETECTABLE WARNING SHILL BE MOWED BY TRUNCATED WAILS. 2. DETECTABLE WARNING TD Y CLASS A-3 CONCRETE (CLASS 14 F PECASTI WTBI SLIP RESISTANT FITECRAL WRFILE COVERING THE FULL WIDTH OF ME RAMP PLOOR BY 2 BOOT N LENGTH N THE DIRECTION OF FEDERMAN TRAVEL OTHER TYPES OF MATWAL WITH THE TRUNCATED COMES DETECTABLE WA NXS ANY BE USED WITH ME APPROVAL OF ME ENGINEER. TYPE A 3. SLORNc sar OF CUM RAMP MY BE FIGUREDMONIXIMICALLY WITH RAMP PERPENDICULAR FLOOR M BY IRNG FERMICOISINUCIC%1 MNT WITH REQUIRED BARS. 4, IF RAMP FLOOR IS MEGABIT. HIES MAT BE PROVIDED FOR DOWEL BIAS SO THAT IDJONIp FACED SIDES CAN BE CAST N R/OE AFTER PL/CFAEHT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL SE CLUB A-4. • W s. REW4ffD BARS ME TO BE NO.5 % B" PLACED TCENTER TO CENTER ALONG I2'.1 MAX BOTH SOEB OF TN1,/FRMP FLOOR, M}CEPM OF RAMP FLOOR NINML y �� S. CUM I CURB AND SITTER %OPE TRMSTONS ADAALFM TO CURS RAMPS ME INCLUDED N PAYMENT FOR CUM I CURB AND HATTER. TYPE B 7. CUM RAPE MS TO BE LOCATED M SHOWN ON THE PLAN OR M DIRECTED PARALLEL BY THE ENONBEH. THEY ME TO M PROVIDED AT INTEAYCTONS'MEREVER M ACCESSIBLE ROUTE WITHIN THE MOXT OF WAY OF A fENMAY FACILITY CROSSES A CUM REGNN£55 OF WHETHER 510EWALK IS EXISTING. PROPOSED. OR NONEXISTENT. THEY MOT BE LOCATED WITHIN PEDESTRIAN atOSSWAL($ M SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED ®HIND VEH STOP LINES IX6TNG LWGM POLES FIFF IryCRN1LS. MOP RULES, ETC. ACCESBBLC ROUTES PROVIDE A 60MEN000S UMCflSTRLCTEDACCsTIHIE. FIRM MD 4& HESITANT PANT CONNECTINGL� ELEMENTS OF A FACILITY THAT CM BE MPROACHED, ENTERED AND USED MD USED BT PECESTHMS. D 0. RAMPS MY BE PLACED ON ROSIN OR TANGENTIAL SECTIONS PROVIDED THAT THEGERB OPENINGISPLACED NOON THE LIMITS OF FREECROSSI AND TMW ATy 2" BOXER 1XAV EDGE LF PAVEMENT THAT ME SLOPE AT THE CONNECTION OF TIME CURB AHD 6 PMPENOICLLM TO THE CURB. ATM.W.. SINE AS TCP OF WI6 9. TY Cp11CRETE SNF KN IS 4" TMCX. �%E1N TIE CIlRN1OE RMM CINNDT CF AMCLA'E TYPE C DqDNETE TE REOLNEAHE MI D IEAVT TRUCK TRUCK IZMERRIP c �reoivi 1O ME oEAvr PARALLEL &PERPENDICULAR O. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PAM THE MINIMUM WIDTH SHALL SE THE WONT OF THE SHARED USE PATH CC TRUNCATED ONE 00 + P OO GO DDDDOO 00000000 a 00000 00000000000000. O O o o 00000000000e A, pZ. J D 00 D D D pp 0000040 6or.-6s%DF eua awETR 00 D o 0 0 o000DD00 o1 000000 DD 00 00 00 0 - Lr BASE pNETER {MWRP�Y� PAT GROW C TRUNCETTEAD DOME DETECTABLE WARNING SWEET I OR 4 D DETAIL CG-12 DETECTABLE WARNING SURFACE GENERAL NOTES REV.7M5 , 02 2oS.W VIRGNIA DEPARTMENT OF TRANSPORTATION ECG-12 GENERAL NOTES C12 Not To Scale 05 AT Q'ACLC. a'LCNG_4 J(aNMTRWITCN 5'IIM CC R.. U'MAB NjDO TRUNCATED COMES A SEE AEET 10F 4 Fat pETIA4 T-OP. W �SECTIONA-A SACROF wtB20 :1 i Q / Cas$PoS.'8 Ewx NT SECTION B-B NOTE; FOR GENERAL NOTES SY THE DETECTABLE WARNING SURFACE. ME SPILT ICE A. TYPE B PARALLEL APPLICATION ROADWAY GRADE INPERCENT MNNM RMP LENGTH N FEET 4• CURB W CURB Q 4 B S 7 2 5 B 3 G 9 4 e U 5 O LS B N < 6 3 2_ y a 0 0 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK HOTS: THE REQUIRED LONGER OF A PARI RNA' 55 UNITED TO 5 FEET. REGARDLESS OF THE SHEET 3 OF 4 CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION YV.1105 VIRGINIA DEPARTMENT OF TRANSPORTATION 253O6 5�CG-12 DETECTABLE WARNING TYPE B C12 Not To Scale 41 611 416 6" Wooden Fence Board 4' x 4' Steel Columns for Gates 4' 6" x 6' 6" Treated Wooden 71011 Gate finish to match buildings 2" x 4" Rail (typ) Concrete Pad DUMPSTER PAD ENCLOSURE s DUMPSTER PAD DETAILS C12 Not To Scale Ate, PERMISMILE COME A.M. _ IP.L 0 AEL MUNCATED COMES SEE SHEET ICE 4 FOR DETAILS TANGENT PLAN STD. W-2 III 2,-0• LUCK DF c 1 t2 20 :1 SECTION A -A NOTE' FFEEW MMMERTN. NOTES I OF ON THE DETECTABLE WARNING SURFACE. PARALLEL APPLICATION TYPE C & PERPENDICULAR ROADWAY GRADE N PERCENT MNMUM RNP LENGTH N FEET 4• CI.EM 6' SP✓B 0 2 1 5 2 ] 5 ] ] E B 5 5 5 q 7 7 5 5 e Is 5 'G n na I LRDsswAUL TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE NL THE CIXNYARATKKR OF THE UTLFTY STRP MTO MEET VARY ET EXISTING FIELD CONDITIONS NO BOMBAY MOREMCS PROVIDING THE DNF90MS AND SLOPES ME AS NOTED. 2' IBA , AT y . HOER MAN �[`\ ECOf AMEEMM ATMM. SAME AS TOP OF LLPB THE CLONED (PARALLEL L PEMPM CULMI OESON FOR ALTERATHNS CM BE USED NTH AAIOMM BUFER ETRU'. LMDNG AT BOTTOM OF TWO MOPING SINS WITH fi0" % NJ" W. BMTISL%6. THE SHORT PERFUNI MIN TO THE STREET CM BE PROiECTEO BY A LANDSCAPE) SETBACK OR CONNECTED TO THE SIDEWALK WITH A BARRED SURFACE. COTE: TIE REQUIRED IENGTH OF A PARALLEL RAMP IS UNITED TO Is FEET, REGARDLEM OF THE SLOPE. CG-12 DETECTABLE WARNING SURFACE REV.7105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION NT50R 1N.Oi VIRUNIA DEPARTMENT CE TRANSPORTATION 4 CG-12 DETECTABLE WARNING TYPE C C12 Not To Scale CG II I�I A AFF AGi. vAA sS WARE Jl IRNMS To BEM C ARsORSEE,AS GENERAL NOTES SHOWN ON 0.NNSI L W1EW IA0 N CCMILWCTIW WITH STANDARD CO-3 -------�- i1 To -, (SHOW ON R�1 TON MOUNTABLE STAKE CAOYR9 TO W,ji M TCUMAIAGE CG-2 OR CG-6 CdfTCWAM%N. 2. YE STAND D CG-12 FOR CURB RAMP DESIGN To BE - - - - _ B $MWNK l8 USED MM M S STMOMO. YENK r+ I NpiE 51 � SPICE 3. WNPL PAVEMENT SHALL BE CONSTRUCTED TO ME IFLO tMISW WITH LEE (EXCEPT MY MOGRADE STMLIZATON VI EAy�W i RE REQUID FOR MMLNE PAVEMENT WHICH CAN BE CARTER) INTHE ENIRINCI JUME"I` 'MWI 4, RADIAL CURB OR COMBINATION CURB AND CUTTER HOTF: WOM "S' 2'-0" OR M MNNPE ROADWAY ES XCNEPTOOFORNRE9 SMFl ENF�RAPo S. YOND THE R/W UNE �,y AOW CN TYRCN YCTW. A PLAN VIEW ENTRANCE NOTES S.CANNOT TE THE ATEACDD HEAVY TURNING HWIRELENTS OF AHMMPHEAVYTRW( ANDREW ROADWAY SLOPE XYPMMOLO CURVE 'ENTRANCE ONLY) TRMFO, THE DEPTH FEW SDI L CAM WrtW THE W,YS GE iNE RAp}NOLLO BE INCREASED TO )". (SEE CC-UD HLNEOS WS YM. D ': iOryl6 sioVW MOPE cHNiGE ® - _--- 0 S. P.MS ARE TO INCICATE WHEN CONSTRUCTION OF A FLOW MMILPE IiOgwM IyY ---- ---- ----- NOTE T M E R UU D 10 PROVIDE POSITNE "AGE ACROSS ex YM. _ D 7. THE DESNABLE AND MMMIY ENTRANCE tlWE awNQS SLOPE CHARGE 0 "p NE LISTED W THE ALLOWABLE ENTRANCE GRADE 7.1RE. TESL VALUESARENOT APPLICABLE i0 STREET IOXB. CUR EDTCCYYERGK 5 ENMMCE INTERSECTION NOTES fi- WHEN CC-116 USED FOR STREET CON.ECTRRb, THE M CONSTRUCT GRADE CHANCES WITH A PARM IC CORI CONNECTION MUST BE DESIGNED N ACCORDANCE WITH A$MTO PCLKY I AND 11E TC ROLE REQUIREMENTS - CF ME GOUT ROM OE31GN MANUAL. NCLIDNG STOPPYD SECTION A A SIGHT DISTANCE Aw N VALGE IEGLwEMNTS, 9. OPTIONAL FLOWUM MAY REDONE III W A OF CUTLER PDRMOH OIIITER TO PROVIDE POSITIVE DRAINAGE N]RO55 H TI NU ALLOWABLE ENTRANCE GRADE CHANGES -GE CaNLRETF ` - SECTION C-C ENTRANCE VOLUMEGRIM'0" VOLUME E CH ANGE CEA1I6Lf IYMHY.M HaN SLOE MM 15C0 VPD 0 S J R IEDVY Soo.500 VAU 5}% 6% Low LESS MAN ON VPD I s6x ei NI ALLLOLWOMEE ENTRANCE GRADE TABLE No METHOD OF TREATMENT NEW ADD B STANDARDS b2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHELF I OF I VII DEPARTMENT OF TRANSPoRIATIaI 203.w :L)VDOT: METHOD OF TREATMENT C12 Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR #4 BARS AT 12" O.C. 00000000000000000 II 4" COMPACTED VDOT #21A COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 8�DUMPSTER PAD DETAIL CD I 1 L Ou CW Z a J �\ J W Ed EY �;j1of of O M D O N � D X N V CT = N C T \CAL < � N 1 \ACCESS EASEMENT TOP SIGN 4" MOUNTABLE T CURB (CG-3) fr=Dro. 9' CG-6 CG-12 -R60.0' EASEMENT BFE#1 BFE#2 FFE#1 FFE#2 FFE#3 MAX. HE 6' PLANTIN 6' PLANTING STRIP WB-50 AUTO -TURN ENTRY 1:30 STAIR A RETAIL RETAIL TENANT 1 TENANT 2 2,298 SF 2,039 SF FEE 454.00 FEE 454.00 ELEVATOR SELF-STOR 20,987 Sf BFE# BFE#: FFE#' FFE#: FFE#: MAX. H ...^.Y::--Lr.�Y�e :J• °v" -5'_. NC°SIDI C -12 6' PLANT 11.83' J 11l I 9 12 )WB-50 AUTO -TURN EXIT C12 1:30 6' PLANTING STRI KI-tj Nu YA"Klwb R7A2 NSFSS PENALTY $100 - $500 FINE TOW -AWAY ZONE (To be mounted below accessibility parking sign) 10 )HANDICAP PARKING SIGN DETAILS C12 Not To Scale SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 45183 r 4� T, FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARBI 2021.03.22 [FINAL SDP] 2021.04.05 [ACSA] 2021.04.13 [FINAL ARB] 2021.04.26 [ACSA, BID SET] 2021.05.14 [ROT, ACSA] 2021.05.18 [FINALARB] FILE NO LANDSCAPE & SITE DETAILS C12 /Not To Scale 36"MIN 24' 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) IN THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE HALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG. S-3 ACSA: SEWER PIPE INSTALLATION (TYP.) NOT TO SCALE Face of Cu Invert Line Rtft3in t8in R7ft66W • 1� H B(mldeFs Option: Area may be concrete Bottom of curb may follow slope / subbase provided a minimum of 7 inches is maintained. Lr Iftom 2ftDin Rolltop Curb 2 )VDOT: CG-7 (ROLL TOP CURB C13 NOT TO SCALE CG-0B WUTOF C� WIDTHOf ENTRMM£ NEXPARSO. PROPGSEp MHE _ mNENNNM Ax SPACE R e L f D z EXP/NSpH JgNi BI � D V wBFµCMM.E. NSJITEN O PLOW LANE ExPAKIOH JOINTDEMARCO W101H 16' A'EBBSNIU'�T[ NiMNYIN EDGE OF PAYUMEM ENiRI LIMrtS Cf PEA. I' WINS OF PFO. ACESB RWTE® MO. ROUTE® WEAVE° veCE ''pX-1MVERSABLC' UWAVEO SPACE PEDESTRIAN ACCESS ROUTE DETAIL AGNipHN RpXi-LF-WAY 6 RF REO IF !IE LIAT. Or PEDESTPofH ACLESB RWTE EXTEND BEYRtl EXISTING OR PROPOSED YDJT T-OF WAY. B] PEOESTRNN ELESS ROTES AND A CDNTIXO ICBSTRIILTED, FARE. FIRM NID SLP BESSTI "I 4e Pe9eY e: a UP"Do ALL ACCESSIBLE ELEMENTS OF A uACluiv TIME GW BE APPROACHED.ENTERED WE SEO By PEDEST I AN& IF ELESS ROUTE i4 MJPLEAT TG BAON OF HIM, MINIMA WIDTH SHOULD BE JA SECTION F-F # IF PEDESTRIAN ACCESS RATES III ME SEND D REMND WIT ND B. A Wi.2X GROSSEACPE. C ff' HALF PLAN WHEN USES IN CONJUNCTION WITH STNOPA° .'e .'t, cc -]OR CG-n THE WBB FACE ON THIS STANDARD 6 TO BE H45TTD TO MATCH MLVMi/dLE CURB COMpFATICN. THE ' qe 68-oggeb PRR"B0O° SECTION E-E wwK SPPLE MARE 1-3''''.. =yHg4'444 b4 #OY TO 1.. CHANGE S1. e4L •eS �'^ ^e'db10".T 0.AI N UH.E.S.I MME, 6" /GOP. BASE TYPEI 9ME 2E p ® Izz uAx.smPE v-c'. POW OF DRAPE CHANCE .>.... .e. FOR CMB MCI GUTTER ONLY W Se bd4o9T,�b FIR W N ii a i IR Y MAHMDM MCAME IN SLOPE AT NNINW YI' NTERVAS BIRLT °UNcuNNExnv SECTION D-D SECTION C-C i i F 3 2 MAXIMUM DECREASE IN SLOPE FOR FIRST BY INTERIM- WHO B s MAxMUM DEGHASE FOR wcCEEOING xxWuu XI'IMERYALs SPEancenaX VOOT REF%cE STANDARD ENTRANCE GUTTER ROM AND BRIDGE STMUMDS IS, (FOR USE WITH UNPAVED SPACE BETWEEN CURB B SIDEWALK) BEWSIOR BAIT SHEET I OF I VRdNIA CEIVATMEM OF TRANSPORTATION 01/q fPT.Oi VDOT: CG-9 DRIVEWAY APRON NUI IU SCALE 5.1 < NOTIESI SHAPING OF MANHOLE AD INLET INVERTS IN ACCORDANCE WITH THIS GRAWNG S TO MIRY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVENT OF PRE IS ABOVE INVERT OF ` 1 SLOPE TO DRAIN TO NVEgi OF STRUCTURE. j OUTLET PPE MA HOE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED MORN STANDARD OR SPECIAL DRAWING. T THE INVERT SMENT N OETM MIN HEREON 5 TO CONSIST OF A T WERE SHAPING S DETAILED TO CLASS AT OR CLASS Cl. CEMENT THAT SE E MIX OMISE AGGREGATE 0.A55 Cl. EXCEPT THAT 25x OF COARSE fGREGATE SLAY IP TO 4" IN DIAMETER AND CONSIST OF STORE, BROKEN BRICK, / V // n }` BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHAM BE LEFT SMOOTH BY LEANS OF HAND TROWELLING. MORE II 1 6 TIE COMP AGGREGATE SHALL REMAIN EXPOSED. - DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAPLE PURPOSES ONLY. EACH MANHOLE OR BROP INLET 5 TO BE SHAPED INDIVIDUALLY TO BEST FR THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LIKES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �VDor STANDARD METHOD OF SHAPING sREFERCATION REFERENCE ENCE ROAD AND BADGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION GATE 302 106 .OB VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT: STD. METHOD OF SHAPING MANHOLE & INLET INVERTS NOT TO SCALE DJI 7A 7B DETAILS OF CONCRETE COVER AND GRATE [a DETAILS OF GUTTER AND 2" NO. BI BAR a EEL BAR T. OR N0.14 aLW STEEL DE a z65 NOTES METHOD OF PLACEMENT LBS./FT., <ASTN A61a, ORbE W. 1. GRATE A 5 TO BE UTILIZED N -GRATE A LOCATIONS NOT NORMALLY NOTES / SUB.ECT TO TR/FFIC. 2. GRATE B IS TO BE UTILIZED IN 1. DI-) NO GUTTERS. LOCATIONS NORMALLY DI -)A NO GUTTER IN ONE DIRECTION. BLELECT TO TRAFIG 01-7B GUTTER IN BOTH ORECTIONS. A 2. JOINTS BETWEEN METERS AND CONCRETE COVER 1 J. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH M4 % 6" BROOM JI' /i, % 4„ L2"%?`N% GRATE (GRATE B), SEE T-p-7, HMS L AP�PEDROX. V C-C TO PREVENT SETTLE - STUD STEM L21Ii•X2Yf'DD/a• SHEET 103.08. 9EPMOINLLIEU OF DOWELS A 2" X 4" NOTCH MAY VIED ° CO"IECTON DETAIL A 4. CONCRETE COVER AND GRATE SEE STANDARD T-DI-3, 4 ALTERNATE DOM. ARE TO BE FURNISHED AS A MATE }ypE SINGLE UNIT. OUTSIDE 3. VMVaIE 2't OR PUTTER 6WT, OR II 11IMP-0" BARS DIMENSIONS OF RATE TO PLAN VIEW IFRpA RAND (12 REO'D.) I - OR 3=4" % 2=DJ," (GRATE BI. BE 3- CGRATE AD 4. DITCH CRUDE MUST BE ADJUSTED TO MET pFFEWNCE IN ELEVATION. SEE LONGFUDNAL SEE DETAIL ' . S. ALTERNATE METHODS OF SECTION. _ ANCHORING ANGLE IRON WILL BE 5. F DEPTH (D) BECOMES LOS THEN 4" LENGTH ACCEPTABLE IF APPROVED BY THE OF WINGS ME TO BE EXTENDED AS dIRECTED If SECTION AT ENGINEER. BY THE MOWER. SECTION B- 6. GRATE AND COLLAR ME TO BE 6. CURTAIN WALL TO BE LOCATED AT THE END OF ORATE AM GALVAVZED. TIE PAVED DITCH SECTIONS OF THE DI-7A L BAR SPACING CHART 7. CONCRETE COVER MAYBEDII S T NE NOT (BUTTED BY OTHER APPRODMATE MANTTTIES ATE DMENSION PRECAST OR CAGE N PLACE. CONCRETE REINFORCING TYPE q 9 a. CONCRETE TO BE CLASS M F CAST 7. F NORMAL DITCH GRADE IS TOO RAT TO ALLOW CLASS P3 STEEL IN PLACE. 4000 PSI IF PRECAST. FOR ADJUSTED MADE TO FLEE A SPECIAL Od23 C. Y. 63 LBS. Z S GUTTER DETAIL WILL BE REOUIRCD ON PLANS. = r r 9. GDIRT,MONTE FLBB TO BE PARALLEL TO A _TKO Ili �i� ( 0+ SECTION A -A SEE NOTE NOTE 7 l9EE NOTE 3 y.-4" T SHE NOTE Dom SLOPES FLAT ONE STEER SLOPE ONE INTERIM ATE SLOPE C A DITCH NEE " \ 1.rop= )INLET BALK LP BERM DTTCH GUTTER MADE TO BE PROVIDED ] I _ p I y MASTED TO M'ET AS DIRECTED BY THE " 1 'T INLET ELEVATION pOHEER CCII OLY). TYPICAL ELEVATION SEE NDTE 3 SEE NOTE �r NO MA_ WE SEE TE 4 SEE NOTE 3 •1 OR FLATTER ONE STEEP SLOPE -ONE MT ROPE BOTH SLOPES STEEP APPROXIMATE QUANTITY FOR ONE CURTAIN WALL, LOWITUDNAL SECTION MEASURED FROM BOTTOM OF GUTTER (WIEN FLEE 5 LOCATED ABOVE NORMAL DITCH GRADE) CONCRETE 0.241 M. YDS. SEE NOTE 8. SPECIPCAnON ROAD AND BRIDGE STANDARDS STANDARD MEDIAN DROP INLET REFERENCE BEE7 2 OF J REVISON DATE 12" TO 42" PIPE 241 NN.T3 Va416A DEPARTMENT OF TRASPORTATDN SO3 MPRO%MATE WANTITIES CONCRETE p-7 GaA pa8 CLASS AD (M.YDs] NONE 1.211 2148 5 VDOT: STD. MEDIAN DROP INLET (DI-7) C13 NOT TO SCALE MI-1 * COVER A c ❑ ❑ D)NI ONDITONS ❑❑A;❑❑❑❑ ❑❑ A 1 ❑ ❑ OPTIMAL + ❑❑❑ 4K APPROX. WEIGHT l\ A' PLAN TzOP A�4(-Y SECTION A -A i 1�" WCNINfO z41h" DIAL r COVER B zz1"Bu Q -O TRAFFIC CONDITIONS MACHINED ,A1�1❑❑;a❑�s\\ 10 20' dA ya R F L-LL.J_ A 0.1Et _TL'.�J1 Tl�-1r J 1 UTTERING ' ( O LJ T OPTIONA. 1 ❑ n•E�L ry❑ ❑% f S4•• ou. - ❑ I__D ICJ ❑ \1-I A �O' COVER IS USS r RIi GHT ❑: 0 D -' COVER 105 LBS. ± Mi ��- FRAME TOP ETHER COVER A OR B WY SE USED WITH FRAME. 22" CIA COVER L'METS. ± + �:jR 1Xa IL�•��,NI T A 4ACMED y •� u•E "- MACHINES SECTION A -A SHEET 1 O 5 STANDARD MANHOLE FRAME AND COVER 224 xy VRCNA DEPARTMENT a TRANSPORTATION REV. 7102 108.04 �VDOT: STD MH FRAME & COVER C13 NOT TO SCALE CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PUCE. L CONCRETE TO BE CLASS AT IF CAST N RACE. 4000 PSI IF MCAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL SE PM FOR AS RADIAL COMBINATION CURB a CUTUP. 4. FOR USE WITH STABILIZED OPEN -GRADED MANAGE LAYER. THE BOTTOM OF THE MRS TO THE SLOPE 6� SUMASEE COUTRSES �'�'EL AND TO TIE BETTER OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N ARPFl01% A /^_I �2" R OF THE VOOT ROAD DESIGN MANUAL. e'• Y'+Y , D D A D D • D • D • D I8' -- 2�D THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR TIE BOTTOM OF TIE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF T" 5 MAINTAINED. COMBINATION 6" CURB & GUTTER REV.I 502 )MONA DEPARTMENT OF TRAISPORTAnOI 20.03 DI-3A 3B, 3C EXPJ VDOT: CG-6 NUI IU SCALE EXPANSION KEYED COAST, BARS qNT BAR 0 BM� MS F 3F I I IMPI- 3._0.. I'.MIN. PLAN SECTION A -A MIN 1 'MAX. r� 10' MAX A L-VARIABLE - MM. 20' (' KEYED CONST. JOINT I.WARPED H 2'.p�� S. 2�_6�� S. 3..0.. 2.. 11 GUTTER B Z BARS A APPROACH a I_ __E' ... 1•' BARS C E BORE F BARS E �B ro iI3" DIAMETERry BARS E EEP HOLE FRONT ELEVATION BARB F B" Y-B" 8"Burs B - - - (GUTTER REMOVED) 1. IE. /• S. LAW_ 1.Sxyf BENT PLATE SECTION B-B TYPE a NOSE DETAIL SHALL BE USED WITH CG-3 L CC-7 STANDARDS, / Ll R LI X2'/..I TYPE B HOSE DETAIL SHALL BE USED WITH CC-2 M COB STANDARDS GALVANIZED TYPE A TYPE B V • X 4" STIR SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN MOLE OF 68.30- TO AWLE RON AT 2-C-C. CONNECTORS AND IS TO BE ANCHORED WITH %' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C, 2" FW. PAVEMENT DI-3AL L DI-38 L DI-3C . . -.rF_ -wMPED PAVEMENT z� PLOW _ - - _ FLOW � �w T_0.. 1 DETAIL WHEN USED FOR USE ON GRACES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \VDOT SPEOFNCATION ROM AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET 1 DF 2 REMGON DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) • 8' 233 104.09 05/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 8 VDOT: STD CURB DROP INLET (DI-3B&DI-3C) Cl 3 NOT TO SCALE GPM, 2B, 2C EXISTING OR PROPOSED SIDEWALK. SEE NOTE 1S EKPANSION JOINT BAH( OF SIDEWALK EXPANSION JOINT I A rBw C5-C la �C \\&%Nl IF ACE OF CURB �C �I RACK CONTROL . 2._2.. 8. I.>•C 3'-6" PLAN VIEW L.A 5.. CALV BARS A-1 LLB'• C-M B RSB IT a V. Cd BARS C a e" C-c BAS A 9 BV C-C SECTION B-B COLLAR BARS A -I L 21 i'.Y2'/f"VA. L-VPIBIABIE-MN(. 20' I G'NI�' ME OF ID 21.0.. 5" 2'-2" '• 8•• 3'-0" n - SUFACE CAV. MO6NR - Wqn GALVANIZED MO 6% 12 I -- 1 j . a M •BIAS E WARPED SECTION D-D L _ _ - _ F a 8'• C-C WELD �� IFall SE 3" DIAMETER B p/A(/\�/1a/'RI B E �6" C-1 .� .. CAV. wELD AL WELT NOLE MC6x12 SEE NOTE a CT % 4" sruD sr�_.1 SECTION C-C C0N"E"` TO caL_a FRONT ELEVATION AM REASE TO r WHEN NI IS USED SECTION E-E O 2B WITH MEDIMS. WARPED GUTTER t�'1 SANS A-1 APPROACH COTTER IIrrII I I I I __J = FLOW P WEEPHME SIB x 'C 11 I. L 2' , YIN/."XV4" Ls <u o BARB A-1 - r 5� HOW B BEHi PLTESO�HVIH2ED a BARS - a D" C-C SUFACE g= fOR VSE ON GRADES BARS e a / K4" STUD '. D" C-C @ 5{EM CORN. DI-2C I- ` �i BARS F F C C . WELDED TO MQ = 111 - IRON a 2-C-C L _ _ TYPE A �ADDE TYPE B mow = I R.w _ " WENOTE 5 NOSE DETAILS TYPE A NOW ONO BRILL BE USED WITH CG-7 STANDARD. I TYPE B NOSE DETAL SHALL BE USED WIN CI STANDARD. GALVANZED RATE FOR TYPE A TO BE BE0T M M ANGLE FOR USE N SIGs SECTION A -A OF 58.3q AN1 IS TO BE ANCHORED WTH'/2XW STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-I. s1EM CONNECTORS MEWED TO SENT PLATE Al 2'C-C. ROAD AND BapSTANDARDS STANDARD CURB DROP INLET � E" SHEET I OF 2 REVHBON DATE 12" - 24" PIPE; MAXIMUM DEPTH (H) - 9' 233 104.03 VIRGINIA DEPARTMENT O TRMSPORTATIM J112 VDOT: STD. CURB DROP INLET (DI-2A) NOT TO SCALE sFE STACARAD SL-I FOR MRICABLITY OF SAFETY SLABS. B 3._0.. I'.MIN. PLAN SECTION A -A MIN 1 'MAX. r� 10' MAX A L-VARIABLE - MM. 20' (' KEYED CONST. JOINT I.WARPED H 2'.p�� S. 2�_6�� S. 3..0.. 2.. 11 GUTTER B Z BARS A APPROACH a I_ __E' ... 1•' BARS C E BORE F BARS E �B ro iI3" DIAMETERry BARS E EEP HOLE FRONT ELEVATION BARB F B" Y-B" 8"Burs B - - - (GUTTER REMOVED) 1. IE. /• S. LAW_ 1.Sxyf BENT PLATE SECTION B-B TYPE a NOSE DETAIL SHALL BE USED WITH CG-3 L CC-7 STANDARDS, / Ll R LI X2'/..I TYPE B HOSE DETAIL SHALL BE USED WITH CC-2 M COB STANDARDS GALVANIZED TYPE A TYPE B V • X 4" STIR SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN MOLE OF 68.30- TO AWLE RON AT 2-C-C. CONNECTORS AND IS TO BE ANCHORED WITH %' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C, 2" FW. PAVEMENT DI-3AL L DI-38 L DI-3C . . -.rF_ -wMPED PAVEMENT z� PLOW _ - - _ FLOW � �w T_0.. 1 DETAIL WHEN USED FOR USE ON GRACES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \VDOT SPEOFNCATION ROM AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET 1 DF 2 REMGON DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) • 8' 233 104.09 05/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 8 VDOT: STD CURB DROP INLET (DI-3B&DI-3C) Cl 3 NOT TO SCALE GPM, 2B, 2C EXISTING OR PROPOSED SIDEWALK. SEE NOTE 1S EKPANSION JOINT BAH( OF SIDEWALK EXPANSION JOINT I A rBw C5-C la �C \\&%Nl IF ACE OF CURB �C �I RACK CONTROL . 2._2.. 8. I.>•C 3'-6" PLAN VIEW L.A 5.. CALV BARS A-1 LLB'• C-M B RSB IT a V. Cd BARS C a e" C-c BAS A 9 BV C-C SECTION B-B COLLAR BARS A -I L 21 i'.Y2'/f"VA. L-VPIBIABIE-MN(. 20' I G'NI�' ME OF ID 21.0.. 5" 2'-2" '• 8•• 3'-0" n - SUFACE CAV. MO6NR - Wqn GALVANIZED MO 6% 12 I -- 1 j . a M •BIAS E WARPED SECTION D-D L _ _ - _ F a 8'• C-C WELD �� IFall SE 3" DIAMETER B p/A(/\�/1a/'RI B E �6" C-1 .� .. CAV. wELD AL WELT NOLE MC6x12 SEE NOTE a CT % 4" sruD sr�_.1 SECTION C-C C0N"E"` TO caL_a FRONT ELEVATION AM REASE TO r WHEN NI IS USED SECTION E-E O 2B WITH MEDIMS. WARPED GUTTER t�'1 SANS A-1 APPROACH COTTER IIrrII I I I I __J = FLOW P WEEPHME SIB x 'C 11 I. L 2' , YIN/."XV4" Ls <u o BARB A-1 - r 5� HOW B BEHi PLTESO�HVIH2ED a BARS - a D" C-C SUFACE g= fOR VSE ON GRADES BARS e a / K4" STUD '. D" C-C @ 5{EM CORN. DI-2C I- ` �i BARS F F C C . WELDED TO MQ = 111 - IRON a 2-C-C L _ _ TYPE A �ADDE TYPE B mow = I R.w _ " WENOTE 5 NOSE DETAILS TYPE A NOW ONO BRILL BE USED WITH CG-7 STANDARD. I TYPE B NOSE DETAL SHALL BE USED WIN CI STANDARD. GALVANZED RATE FOR TYPE A TO BE BE0T M M ANGLE FOR USE N SIGs SECTION A -A OF 58.3q AN1 IS TO BE ANCHORED WTH'/2XW STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-I. s1EM CONNECTORS MEWED TO SENT PLATE Al 2'C-C. ROAD AND BapSTANDARDS STANDARD CURB DROP INLET � E" SHEET I OF 2 REVHBON DATE 12" - 24" PIPE; MAXIMUM DEPTH (H) - 9' 233 104.03 VIRGINIA DEPARTMENT O TRMSPORTATIM J112 VDOT: STD. CURB DROP INLET (DI-2A) NOT TO SCALE sFE STACARAD SL-I FOR MRICABLITY OF SAFETY SLABS. B STANDARD MI NOTE• 1 THE TOP OF MASONRY IS TO BE LEFT FRAME L COVER SUFFICIENTLY LOW. TO PERMIT PROPER L ADJUSTMENT OF COVER ND FRAME TO GRADE BY THE USE OF MORTAR OR = BRICK AS DIRECTED BY THE ENGINEER. a 21_aI L sTITMlo '• 6" c U RAT AM TOP AS DETAILED ON STANDARD T-MH-2 MAY BB rP SUBSTRUTED FOR TAPERED SECTION WHEN APPROVED BY •••. THE ENGINEER. ST'D.ST-I Ar 'f. .. 8�A 45" HALF PLAN VIEW HALF SECTION A -A (WITH FRAWE AND COVER REMOVED) BRICK CONCRETE NOTES t QUANTITIES SHOWN ME FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRL.E OUNITITIES. 2 A BASE THICKNESS OF 9" WAS USED IN COMPUTWL CONCRETE QUANTITIES. 3, INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH, 4. MATERIALS MAY BE BRICK. CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK 5. IF BLOCKS ME USED THE MWWUM THICKNESS OF SAME IS TO BE 5- OTHER TMCXNESSES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-% THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BD MICE FOR TIE STRUCTURE. SPECIFICATION -REFERENCE MANHOLE FOR 12" - 4811 PIPE CULVERTS ROAD AND BRD�STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET I OF ! 04120 106D1 SP6ECJ 21 105 502 DIAMETER=•4 =8 a(2.WALL THICKNESS) 16 SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK TABLE OF MANTITILs DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CO. YARDS 4 0.5 OMIT 1.437 5 OJ 0.785 1.699 6 0.9 0.785 t961 7 LO D.765 2.223 a t2 0.785 2.485 9 1.4 0.785 2.747 NO 1.6 0,785 3,009 11 19 0.970 12 2.2 0.970 3.817 2.5 0.970 1.179 0:97a 4 90370 tlNC..E FIE 5.265 1,173 6.032 0.5a2 VDOT: MH-1 DETAIL NOT TO SCALE i- .e. .a .a .a..a SEE NOTE 4 . a .. a'. A 4" I` 6'- �1" RADIUS a. e SLRFbE f. 'e BASE VDOT: CG-2 NOT TO SCALE CG-2 NOTES 1. TINS ITEM MAY BE PRECAST OR CAST IN RICE. L CONCRETE TO BE CLASS M IF CAST N PLACE. 4000 PSI IF PRECAST. 3 CpRB HAVING A RADIUS OF WD FEEETT. OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RNNAL CURB, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED YUCX AS 3" UP DEPTH) N ORDER THAT THE BOTT OF CURB LL COINCIDE WITH THE TOP OF A COUI OF THE P ENT SUBSTRUCTURE. OTHERWISE THE DEPTH 5 TO BE LLB" AS SHOWN. NO AGUSTIEM N THE PRICE ND IS TO BE MADE FOR A DECREASE ON AR INCREASE N DEPTH. R 5. CG-2 5 TO BE USED ON ROb1YAYS METING TIE �ENDIXXEA OF THE FOR MOOT ROSLDIVJVIN N NANUOL BASE SIBflASE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 2" T --8" D �. ° L. • b: SIIIFILE s L s s. • e'. SEE IOTE4 '�'•s.. s. D. . . s. • s, . BASE I SUBBASE 12 VDOT: CG-3 C13 NOT TO SCALE NOTES' 1. THIS ITEI,) MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS AS F CAST N RICE, 4000 PB IF PRECAST. 3. CURB HAWING A RAMS OF WO FEET OR LESS (ALONG FACE OF CURS) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS N (13" DEPTH) OR INCREASED M MUCH AS 3" (19" DEPTH) I ONDER THAT THE BOTTOM OF CURB WIL COINCIDE N TIE TOP OF A COURSE OF THE PAVE ENT SUBSTRUCTURE. THMWSE THE DEPTH 5 T BE UP AS SHOWN. NO ADJUSTMENT TIE PRICE BID 5 TO BE AGE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-3 15 TO BE USED ON RDAMAYS MEETING THE REQUIREMENTS FOR CG-7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MWWNWHUAL. II55 FHDD 6. tlMOM MRS,THIS /THE T SITOION IS BE�ME •AITMEN ICECR sE CHANGE N STANDARDS MbE AT REGULAR OPENI STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION EFATBN ,.REPS 105 502 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH Op 0 o� JusOPSxilvrn a 5183 ��SSIONAL V, FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21 [FINAL ARBI 2021.03.22 [FINAL SDPI 2021.04.05 [ACSA] 2021.04.13 [FINAL ARBI 2021.04.26 [ACSA, BID SET] 2021.05.14 [INDICT, ACSA] 2021.05.18 [FINAL ARBI FILE NO SITE & VDOT DETAILS C131 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 i.J . AD 1 VALVEBBOXTRAFFIC LIE) RATED kw+�-.ERE MA GA'E- NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE 'BADE TYPICAL GATE VALVE NTS FIG. W-5 2 ACSA: GATE VALVE TYP. C14 NOT TO SCALE FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-O" MAX 2'-0" RUBBER COATED STEEL I„ STEPS CAST IN PLACE 3 -0 MIN PRECAST REINFORCED CONCRETE SECTIONS 12"" MIN "0" RING SEALS A 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING -- =sr_ - 4 SEWER. ° ° 4 12" A FILLETED INVERT FOR A SMOOTH ad TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 ACSA: TYP. MANHOLE SECTION BRANCH TIE-IN NUI IU SUALE NOTE: MIN. 60' DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSSU� USE APPROVED FLEXIBLE RUBBER w nnnr o` 61 GASKETED STOP COUPLING 27' PIPE STRAPS ° (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY a �90' RESTRAINED BEND E PLAN PROFILE MIN, 6' BEDDING WITH NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD 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°IJNG OR APPROVE) EQUAL I' TYPE SOFT COPPER 1*0'. NOTE: NO SWAM. nmNGS DUAL SERVICE ' TYPE it SOFT COPPER SINGLE SERVICE NO1E 1) SADDLES SHALL 9E USED' ON PVC PIPE TEE FOR USE ON ATTACHEL' SINGLE FAMILY RESICENTIAL sERMCES OR DUAL RESIDENTIAL ANO IRRIGATION SERVICES z. I' COMPRESSION . 3/4' MAIL'RE CCOPUNG CA APPROVED EWAL Frf, USE ON UETACHE'd 4NGTE FAMILY UEWVC TIAL SERVICE WERE AN IRRIGATION MEIER 15 NCT PRCVICEP CAST IRON UP. FINISHED GRADE // IK MARHALL BOX i�A w rl 3R• MLOU N f.OPr{h ;a DEW: COUPLING s, •� CORPORATION STOP `''!_ y'•%M�'A' t-;r�"'• NEBRICKCESSARY A 'i�l�r�.: NECESSARY SAND OR DUST ,HIDER =`�-'�� 4' OIAAEIER GRAIN PPE 12' nox AND SETIEF t2-INCM 4_1 . LONG STOW POCKET. VDOT MINML.N Mtl[NESSI �:•.L1•T.N^• SPEC. 20& NO. 57 Afi3cEGATE ...... :oe::K .....z TYPICAL SERVICE LATERAL INSTALLATION (5/8'/ & 1" METERS) NTS FIG. W-6A TD-10 CSA: TYP. SERVICE LATERAL INSTALLATION NUI IU SUALE wK•z lORs mi1.7_111Is]00•r." Ir0l IN ION Izy [cm Kell] 0u1aIus]00 F:1Ir0NIEll INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION INITIAL BACKFILL UNSTA SOIL #68 STONE NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 ACSA: DIP INSTALLATION NOT TO SCALE `l�1dl�:�y�:i�l N7���I�:L1�K•P►I�IX�IIPP►■�NlIX4� 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". -m 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / ■lI11004I010 2' MIN I I SALT TREATED FINISHED GROUND 2 x 4 MARKER R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 ACSA: SEWER LATERAL CONNECTION NUI IU SCALE SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- �NLTH Op VILLE THREADS WHICH IS THE LOCAL STANDARD.O LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' U (2�0') JUS HIMP a .45183 7 CU. FT. 18"-22 VALVE BOX O{V� #68 STONE ��SSIONAL ��� I 6" GATE A> VALVE ' 8" X 6" TEE 250E P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARE] 2020.12.21 [FINAL ARBI 2021.03.22 [FINAL SDPI 2021.04.05 [ACSA] 2021.04.13 [FINAL ARBI 2021.04.26 [ACSA, BID SET] 2021.05.14 [VDOT, ACSA] 2021.05.18 [FINAL ARBI FILE NO ACSA DETAILS MI 8 ACSA: FIRE HYDRANT ASSEMBLY C14 NOT TO SCALE C14 1.5" SM9.5A ASPHALT PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE ON CONCRETE BLOCKS - DOGHOUSE OPENING SHALL BE PREFORMED BY MANUFACTURER OR SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 6". _ EXISTING SANITARY SEWER PIPE MIN. 12" CLEARANCE BETWEEN EXISTING PIPE AND STONE BEDDING 12" THICK VDOT No. 58 STONE BEDDING 8"x8"k16" AND 4"x8"xl6• •°°�'- SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-1-A WTH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT 12" MIN- CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW I Illll lllllll11111111111111111111111111111111,I.I.II.I.I 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 Pi FIG. S-1-Al LD-26 ACSA: TYPICAL MH BASE - DOGHOUSE NOT TO SCALE PLACE 5' GALVANIZED " WITNESS " POST WITH ! CAPPED ENDS PAINTED BLUE IN REMOTE AREa AS DIRECTED, MARKER LOCATION MAY BE St:-E T TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE C RATEII D _VE G AREA NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES AF'VE CRAI'IE TYPICAL GATE VALVE NTS FIG. W-5 2 )ACSA: GATE VALVE (TYP. C15 NOT TO SCALE HUNTCO Via; a .� Wm.274 m :Nenuocons Pon ruP n a�7296m,a MI,. eNWtMW,I,' SITE FURNISHINGS res is Her . is 1 &b x2 THE STAPLE The ev«-cla«k'Sfaple" Style Nke rack D Pomand CITY Cale approved. lock N UPI coxSTauanoNl MOTERIAL OPnoxs n 2" Scn. ao Round Steel Pipe (shown) n 2".2- Square Steel tubing (Rpacuner Prool) CI 5/8 E2112'Steel Flat Be( (PlOSRUR rPri -Steel Flanges(Varieq DIMENSIONS -1•le'fin s wmlb -3111.1 a o cusrom SDe Nmghgtengtb MOUNTING OPTIONS ❑ Flange Mauntmanseve) (6).n Mounting NMea o In -Ground n• Leg Emnslans FINISH OPTIONS ❑ MNSWInM«Sleel ra SpHn FING ❑ Ka Dip eO "nlwd ❑ roved«caaxlw • ❑ m«mcplwNc CaannD 1 ADDITIONAL OPTIONS ❑ Fiona Cavercavalabli addalonal ca ..nd plpemly) WnD.«ln .d HIGHEd, A NanDP Squma biM aFkap. [;�T RICOMMMDID LAYOUT NOTES: Iffirestri 4 Minimum Spacing M, P•eom n-r ed aoaeln. gF- Ilir ; Sa' ab - has- 1A01 Vas, POST nBDInnM Pawlk N«IMwt PROVIDE (2) "THE STAPLE" RACKS OR EQUIVALENT FOR A TOTAL OF 4 SPACES. 3 BIKE RACK DETAIL C1 5 NOT TO SCALE FEATURES • Available with our signature Fermavision finish that produces a rich color, distinctive texture, and wear-resu surface • Acmmodates surface infiltration of a minimum of 100 inches of rain per hour • Palletdzed layers patterned in arcomodate efficient mechanical or manual moWlatioa • Full petimetcIF W joint width (Irmeta Americans with Disabilities Act) Hidden Paver spacerbm for maximum aesthetics • 3 W" far commercial application • Pallet includes half sizes Half Paver 3--S5'L5- 224MTule/56 Half 88 3,13UISE 8 IN m BM-25.OA ASPHALT BASE COURSE 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 a 0 a 0 00 a 0LO O 6" COMPACTED VDOT #21 A I -III -III -III -III -II COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED 4 \MAIN STREET ASPHALT DETAIL 15 )NOT TO SCALE 1.5" SM9.5A ASPHALT 2.5" BM-25.0 ASPHALT BASE COURSE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 III III COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED 5 )HEAVY DUTY ASPHALT DETAIL C15 NOT TO SCALE 2" OF SM-9.5A SUPERPAVE O°O°O°O°O°O°O°O° I -III -III 6" - VDOT #21 A BASESTONE III III III -I- COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 6 ATYPICAL PAVEMENT SECTION C1 5 NOT TO SCALE 1. Eagle Boyar P1CP Systems accommodate a wide variety of S. The could -purpose Permeable Pavement ,I. lead-. atomtwater man•gemeat objectives due m 9exi ity of pbmning and leads to more efficient use ofavailsble land for Paw -mint Design, Storage Quantity CapedtieN and lNater greater economic vai repndaBy in high-demity Urban«eae. Qu&tyTream,nt Utilizing the «Drag, capactyofthe PICP System below the Pawme°t wnneS mrfim, ae oppored m shove 8romd enrage 2. RumffreduLtion ofupm10D96, depending on project ponds SET the deep eaavatdon rryldeed by behrw grade confined design p-.-. apses systems, aaomplisbec item, goal 3. Powder both Channel Protectim and Flood Mitigation. 9. May del . project met byeadedDg salimsnatieg drainage and retennon/detmtion Systems. 4. MarimiuDgmllDdweter recharg, with imp.wdW.t QVabi IQ May reduce oust ofmmplienm with namwamr regulatory 5. Allows for retention and stmp oflds cow for passible mquGme and lower Municipals Smte utility Dante for irdgatim or other mn-potable applications. atsmwater fees. 6. Red. van -pint -,Dora poBumnts in «ormwarer, thereby 11. Sul« Reflectivity Index rompt. Minted.. heat island mitigating impectm surrounding surface waters, end may leeren effect and thermal loading ofsuwounding surf. and/or a eliminate downaaeam flooding and mmam backerodon. mtflowwaterswhm Eagle flays SRlLompliant colon are aped6ed. 7. Minimizes impact and abets END sung stormw wGTE combined amrmwater and sewer systems through reduced 12 Acwu odatee parxment design to provide both mechanical peak discharges. Stability and abut1¢ml Integrity for a variety df tmfBc Loads, including Secondary Roadways, Light and Heavy Duty pads mquh,m,nb. CROSS SECTION DETAIL TYP. NO. 8 OR NO. 9 AGGREGATE IN 101N7SN0IDS EAGLE BAY PICPS: MINIMUM DEPTH 311 n 4 < .. 44 4" - 3,000 PSI CONCRETE .4 a-77 °°°°°°°°°°°°°°°° 4" - VDOT #21A BASESTONE O_O_O_O_O_O_O_O_ COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION NUI IU KALE 4" CRUSHED GRADED STONE DUST 00000000000000 4" AGGREGATE BASE FABRIC SEPARATOR, IF REQUIRED III III III ICOMPACTED SUBGRADE 8 )CLASS B TYPE 2 PATH DETAIL C15 NOT TO SCALE Z886 SPECIFICATION SHEET �a 6-11411591WIDEREVEALTRENCHDRAINSYSTEM TAG DImMLsmna Dam irx'hes and [ rem ]) are Subject m Mam&c1 mrp Tolerances and Change Wlme d, Notce WECIMM ESIGINEW 15 P6PMe51Bt£ PUR CdIa km LTdrw5El"T ANb N61NFbg"NL BASED UPON APPUrugmg NaD ILCAL CCC6 Eli [159] 11021 81J [2C64] 4 [1071 Miri I ��80 [2C32]- INv� 11B11 I l 'A T [32] 4 [1021 MIN. NO --A Jl ctrta«elen«ra n;tasge Ms w,.mn ENGINEERING SPECIFICATION Zum Z8W Channels are 80` ;20.'a2mm] Imp, 8-14` [, Bmn] wde reveal ana have a 4 f : m] throat Mmglar tidans4 sections are nude of T. water absoPtei l Hgh Dusty PWseMytene HOPE Channels have a Pos2Me mechamca .dnneaim beoseE channell .ctmz cat w: •rn seoamn dating d,eX Inaalatror antl mec^:.r..a8y Idea tits R concrte sur a mmlmum of every iD'X I'�„4mm]. hannek_ we�ph -ss Sian 31 Its per .,-x foot [3 B kgg J, haw a smmm 1,-X i rem] a:.sed Stec Cex ng bceom lath a Mann,r,p's meTicen1 of ON and 75% or neucal0 i t.h m slope Channels haw rebardps zmndatd W stare Vence r..ts Tmal basscm "hannels are is Not un lama V. Sl d CGC gates Iha bck tlawr, lath iockdow l bars to the channel no Is net intended b dynsmc aaFc Ipadng5. Zum 5-3d8' [t37mm] wde reveal Cuctle Iron :'coed Grate avdmning b ASTM spec: Stan A538-84, Grace 80 55-DO Ductile Iron gate z raetl cl C per the DIN EN1433 rop load cl s ficalims Su%*d n 20'f OS-nm] nor a krgdts wrm 1Z 113rnm wde sb6, and 3S4' 119 be oeFM Gyre has an open area of 28.1 sq. n per 180.308 sq. rem per metier] lai OFFTIDINS - pu moot EignigFc, Demay Pdyedrykm fHDPEI' wFFuoPtlws:LT+emEvwAy' alxaap� tgdxdl AMErA { lbsEd EMC� L2 2[[StJ Na-M3b'aorttan 012e1 -f2 2[61j ND-HubEnd Du9et = U4 317 Vo-Fabfivlan OWet {3 3It111,''0W2N."21, ad Older 1H <if[11 No.Nub Bommou {i 41 JNoJbEEnd Outlet X 118 91` N"os Bottom Orin !Y JIl•<MNlfnit■�1��Iil��r+�Y l.Yak�tfhlfEEJ■Ili:,lfkit■n �i" t:L!di�a•Jif4-rl■I+RiITf L41■adra°ar�ri�iEa ���aNlflsrl■f■lelfl !q■0O0 t:1•:N:]�.Lrlf IC.I ■ I:Tk[rlqu■�°] �']`L� ■-!3L��:1•s1YY..1■t'■:gYlfl■�e,�V art•' ��Te�1Q�ifl�O® ■:cLrarhal,IrWf ■ Hl■ulron((f��t�rf� �AVLk�fDMIrIgN■■f �:m W:N■iea�i'i��� 4M 81 IOHub end Dudet FaeGp■MN -SWG-A Suwge SeNWm Gram -Cm A 42S AWm=V~Br Amdeed Fame SWGS Sip ResismlEtSmwless Sled Wire Gras-Cuas8 _SVF SW Typp3045mwkss 280T we Ferle Sdewbi EateLson.p Fs^.agpHgl+ -BDD -DCO Enna Dlagm�Oemrakre Grate-CmssA Ducde Nonidcttar LxooratNe C2M-C]mC _W Sidewi E%*RRon-tiIIM1•j7j H'p, -DDD DuaiEkw DiagwWDeco mGran.CLs.A &18MtalLnai CI EMDxperOM EN„33) --0-TW DemelM 7ddAYga eGbrte Cnsss C Ao BbekPddR.1_ pxyCmtmDWScate-CIaisC -GMG Galw MSeelMesh Grate-ClassA -BC- Garland Our& 1. Bar Gant-Cm,ssC 44PS tke!Proof Emrcla& m Gan-ClassA -06G Ducwe I= Cap Bar Grate-DUSTC -47PS HeNProd Sawaess 9ael Sbded Grace-Cusai -DC DIMfm,lmn Sold Cover -Cm, C SCD SEi,nss Sm,tl Cimdr DsrdaDve Gram,-Classa X7-DGC DIw•Melrm Boned Grate - Class C' -SDD Stables Shier pG�y Desulaave Gram-CST%B ^DC GaManDad Dunk Skxm,d Gmm,- Class L -11MG $Mess SNG1S MesDGnn-ClassA -{Xi Fberplm Gmle-CmssA .. ^ - -SOG Antics SLWDesoreaeCx -cuna -RDS Hai Aodili-n,n Gras-ClassA _____-.-_ ����•-._...- __LD Longsdri0udteADAGEre-Class -DGCi7511 DFc0eImn ld -RFC, RanMmd Gam¢W SmalSiamd Grant-a7mB -iG g:,*CfmC(Sa6sIR4eDG Fabl.W Gahal"¢m tend Sloeetl Gam,-Qas 4UG Reinforced Gaiv ed P«bmedGmM-Class 8 -FS FarmaEd SW*nSmd Skod Gmle-Cass A RFGC ReirAtmetl Mk dCaMmmed Gmle-CIMC -43OC-USA GaNaI dDrk SbW Gram - Class C _"SC Rwrlb Sb■edSaram S"&M-OmC -FG Pef=WGa6w4ndSm, Cl -CimA -RFGC Ranieri PMomw Ga nD Gram, -ClassC -hPGR cat,a FIGITSled Reverse PuMMM-SIpAt -_RPGR R6re=ed PwbrjWGaNarRaM Reverse Punch GraM-Class 8 - 4UPGRC Rieft iGaem PabaNa Rew PwAAmbap ?PC PDsac PefolaNd Gras-ca c Gram- ClassC PS Peforam,d$mldm SWGrant-CtmA -RPSL Reir'kmed Pedaated Sma .Sm, Grne-CUssC -SC FabrwaDd Suni uSMMScid Caser_ClassA Reim cel Pedorated Sa.ness Sne Rex Ptdxh Grant-CmssC - --Mi USANsrehl epims VAMbemsOplMN J)0 Bum brne Scaner -w Vanda~Locidow - M11C Jme Connecbr ea• Brmze oveGrne-^rassA DewrAw Cm Op§m(lusdClasikasms ae per MN EA t4S31 ARZ Noel BP.Da Tra oEGn-G'aesA --8LD Gana CmWDecoraBve Gre-ClX,A -PSR Pedoraeo$utriess^awl Rased Gran - Class A --STWC Raigess Transverse Wra Grate - Class A Zum IamMDM•. LLC I Speltidal mamas opdmon Rev. AC TNT t PtSDurgh AwM,e. Ene, PA J._,A 15502 Ph 655 h}9a76, Part 814 ?Tli Date: 11fl14/2010 m camam Z. emlmbla• um m C.N- No. 142150 TaoG Godi One Uni t0, 0.uM ar. C MD L TSvd6 RL 871`49ltr5i Prod. I Dwri No. ZEN www.awrn.com NOTE: ORDER GRATES 8601, 8602, 8603, & 8604. OUTLET W. 6" HDPE BOTTOM ADAPTER TO 90' HDPE ELBOW TO 6" HDPE DRAIN INTO STR. E6 TRENCH DRAIN DETAIL NUI IS) SCALE 1o)PERMEABLE PAVERS DETAIL C15 NOT TO SCALE SHIMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ��p,LTH Op 0� U _R 1STrhbJ 14T1MiP a 1111i'o. 45183 f Ar ZONAL FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARE] 2020.12.21 [FINAL ARBI 2021.03.22 [FINAL SDP] 2021.04.05 [ACSA] 2021.04.13 [FINAL ARBI 2021.04.26 [ACSA, BID SET] 2021.05.14 [Vi ACSA] 2021.05.18 [FINAL ARBI FILE NO. SITE & ACSA DETAILS EAGLE BAY USA 1231 NIlu Road, Richmond, VA 23237 • 800-321-9141 • commpavmales®mgleMyusa.mm • SENTSeaglebayusa.com MU IISA Im Mlb cod,RMMM,RA2d1•tm4215141• mmmaswirraerglersess mn'• See sasleozrvs"and ECOBAY"PICP C15 Page 6H-18 September 2019 September 2019 Page 6H-19 Typical Traffic Control Shoulder Closure with Barrier Operation d4gure TTC-6.2) NOTES Guidance: 1. Sign spacing should be 130W-1500' for Limited Access highways. For all other roadways, the sign spacing should be 50W-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Standard: 2. On divided highways having a median wider than 81, right and left sign assemblies shall be required. 3. Group 2 Channelizing device spacing shall be at the following: Group 2 Channelizing Device Spacing Location Spacing Speed Limit mph Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) 0 -35 36 + 0 -35 1 36 + 0 -35 1 36 + Transition 20' 1 40' 1 40' 7F 07 80' 1 120' 'Construction access spacing may be increased to this distance, but shall not exceed one access er'/, mile. 4. The minimum length for a shoulder taper shall be 360" on Limited Access highways, and % L for all other roadways (see Note 7 of TTC-5 for values of L). 5. When the barrier transition slope is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line slope. 6. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. b. Where cut slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A- 4 in Appendix A for clear zone values). d. When barrier end is inside the established clear zone, attenuator service Type I or Type H shall be used. Contact L&D Standards/Special Design Section for approved attenuators. 7. Barrier panels 8 inches in width and 12 inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and spaced on 80' centers along the parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic lens sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type B flashing light. Barrier delineators shall be installed along the traffic side of the concrete barriers. Barrier delinators shall be spaced on 20' centers along the transition or taper sections and spaced on 80' centers2in-between the barrier panels approximately 24 inches up from the roadway surface. Lion: 8. The barrier shown in this tvnical annlication is an example of one method that may be used to close a shoulder of a long-term project. 9. The RIGHT SHOULDER CLOSED (W21-5aR) sign may be eliminated from all roadways exceRt Limited Access highways. Guidance: 10. If drivers cannot see a pull -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 Trafflc Control Figure ITC-8. 1: Revision 1 — 4/1/2015 2: Revision 2 — 9/1/2019 WP-2 TACK COAT THE PROPOSED CONSTRUCTION JOINT CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1%22 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE SPECIFICATIONS. XV0= ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 BARRIER FLARE RATE Speed Limit (mph) Slope Ratio 70 22:1 65 20:1 60 19:1 55 17:1 50 16:1 45 14:1 40 13:1 35 11:1 <30 101 u 2: Revision 2 - 9/1/2019 Shoulder Closure with Barrier Operation (Figure TTC-6.2) G20-2 (V) TRAFFIC BARRIER BARRIER PANEL SEE NOTE 7 n BARRIER DELINEATOR SEE NOTE 7 TYPE B WARNING LIGHT 7 J BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 7 BARRIER TRANSITION SLOPE RATIO SEE NOTE 5 FOR GROUP 2 DEVICE SPACING SEE NOTE 3 TYPE B / , , s- WARNING LIGHT GUARDRAIL —SEE NOTE 6 RIGHT SHOULDER W21-5aR CLOSED W16-VP1 sE�r x s�LE: OPTIONAL SEE NOTE 10 RIGHT sxouLOER W21-5bR ED ROAD WORK W20-1 AHEAD SHIMP ENGINEERING[ LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ��p,LTH Op U JusHIMP a Lic. 45183 I . 6 ^IV— xQ I ��`SSIONAL E�OS� FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 1 0.05 [INITIAL SDP] REVISION: 2020.10.26 [PRELIMINARY ARBI 2020.12.21 [FINAL ARBI 2021.03.22 [FINAL SDPI 2021.04.05 [ACSA] 2021.04.13 [FINAL ARBI 2021.04.26 [ACSA, BID SET] 2021.05.14 [VDOT, ACSA] 2021.05.18 [FINAL ARBI FILE NO. We 11A MAINTENANCE OF TRAFFIC C16