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HomeMy WebLinkAboutSDP202100022 Plan - Revision 2021-05-19 (2)LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE r BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY - - - - INDEX CONTOUR - - - - - - - - INTERVAL CONTOUR 311.5 x >2� SPOT ELEVATION 311.5 TC x >2� TOP OF CURB ELEVATION 311.5 TW x >2 TOP OF WALL ELEVATION 311.5 BW x� BOTTOM OF WALL ELEVATION STREAM - - STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB I CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE !� HANDICAP PARKING l7� MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING 0 WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m (D GUY WIRE oHu CHL1 OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W VI WATER LINE 0 0 WATER METER 0 0 WATER METER VAULT FIRE HYDRANT A FIRE DEPARTMENT CONNECTION GAS GAS GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. ALBEMARLE BUSINESS OWNER/DEVELOPER 5th Street Forest LLC 250 W Main Street, Suite 201 Charlottesville, VA 22902 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING Neighborhood Model District In accordance with the Application Plan and the Code of Development of ZMA2019-00003, approved by the Board of Supervisors on October 7, 2020. Special exception to waive the requirement for a Neighborhood Model District to have a minimum of two housing types approved by the Board of Supervisors on October 7, 2020. Overlays: Airport Impact Area, Dam Inundation Zone - State, Entrance Corridor, Steep Slopes - Managed SDP2020-00066 Albemarle Business Campus - Initial Site Plan granted conditonal administrative approval on December 18, 2020. MAGISTERIAL DISTRICT Samuel Miller & Scottsville SOURCE OF TITLE DB 5531 PG 570 DB 5145 PG 626 (76-46A & 76-54) DB 5519 PG 331 DB 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 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 EIDDroved ZMA201900003. building heiohts and stories are as follows: Block 5 Stories' 1 Min -3 Max Height 50' Max. 'Minimum and maximum buildingstory ranges provided are for above grade stories. rY 9 P SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & utilities survey provided by: Brian S. Ray, Roger W. Ray & Assoc. Inc., September 26, 2018 Topographic survey with two (2) foot contours provided by: Terra Engineering & Land Solutions, August 22, 2007, revised November 4, 2009 BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO269D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Moores Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. LIGHTING Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance. LANDSCAPE Landscape shall comply with Section 4.32.7.9 of the Albemarle County Zoning Ordinance. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backfiow prevention is required for all connections to the water main. FINAL SITE DEVELOPMENT PLAN CAMPUS: BLOCK 5 EXISTING USE Forest PROPOSED USE Self -storage (103,500 SF) & restaurant (3,800 SF) LAND USE SCHEDULE TMP 76-46AB + 76-54 TMP 76-46AB / BLOCK 5 EXISTING Area % EXISTING Area % Building 0 SF 0% Building 0 SF 0% Pavement 0 SF 0% Pavement 0 SF 0% Sidewalk 0 SF 0% Sidewalk 0 SF 0% Open Space 372,438 SF 100% Open Space 64,469 SF 100% Total= 372,438 SF (8.55 ac.) Total= 64,469 SF (1.48 ac.) PROPOSED Area % PROPOSED Area % Building 20,987 SF 5.6% Building 20,987 SF 32.6% Pavement 41,196 SF 11.1% Pavement 20,571 SF 31.9% Sidewalk 12,782 SF 3.4% Sidewalk 2,518 SF 3.9% Open space 297,473 SF 79.9% Open space 20,393 SF 31.6% Total= 372,438 SF (8.55 ac.) Total= 64,469 SF (1.48 ac.) PARKING SCHEDULE Block 5 Restaurant: 13 spaces per 1,000 square feet of gross floor area including areas for accessory dancing. 3,800 SF GFA. 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 P 9 9 9 based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for an error that may exist. P tY 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 Block 5 AM PM Daily Use Description ITE Oty In Out Total In Out Total Total Quality Restaurant 931 3,800 SF 2 1 3 20 10 30 319 Mini -Warehouse 151 103,500 SF 6 4 10 8 10 18 156 Total 8 5 13 28 20 48 475 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, AWWA Q20 is 4,644 gpm. Required flow is 3565 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. SDP2021-00022 TAX MAP 76, PARCEL 46AB & PARCEL 54 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1°=500' - Claire Frances 0 9 as J: 'm xso A a Park - -.r B Ride - v -Na R00La Earn. Q APaRKA Aialea Park Dog Park `t+� - tAogms Gam` 6 The Timberland rloodlanesv of Charlottesville Park Apartments LD LYNCHBURG ROAD_ Reerlelea Q � � © - ImmunlryPool e e> p i Ca. Ing� Villas Al Southern Ridgev Qtl ''�SRMI PIueQ yrmwwron0' „r<. Aparhnems �TH STREET ,f 9 ITE a s ®Reasinlane County Fire StN` Rescue-Admimelmlion Oak Mtll Market B Deli O -,-mane County ryv'4va Calvary Chapel Q Charlottesville Kingdom Hall of Jehovahs Witnesses d County x s A Authority® S'unem.. n°me°n• '° enl of Soeul.- ® g"a'P o e �s a The School0 s Biscuit Run State Pork Bays 6 Gms Club Southwood 9m= 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 Hokday lm [] IMAGE PROVIDED BY GOGGLE MAPS SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �C, =J I)_SM IMP a Lic45 83 F _ 3/ONAL ECGV 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] 2021.05.19 [COUNTY COMMENTS] FILE NO. COVER C1 Original Proffers X Amendment PROFFER STATEMENT ZMA Number and Name: 2019-00003 Albemarle Business Campus Parcel ID Numbers: 07600-00-00-05400, 07600-00-00-046A0, and 07600-00- 00-046FO(portion) Owners: 5`I' Street Forest LLC and Region Ten Community Services Board, In1cc.. Date of Proffer Signature: S ePie^ 1 `t 2020 10.17 acres to be rezoned from R-2 Residential to Neighborhood Model District 2.88 acres to be rezoned from R-10 Residential to Neighborhood Model District 0.58 acres to be rezoned from Commercial Office to Neighborhood Model District Total: 13.63 acres to be rezoned to Neighborhood Model District 5`I' Street Forest LLC, a Virginia limited liability company is the owner of Tax Parcels 07600-00- 00-05400 and 07600-00-00-046A0, and is the contract purchaser of a 0.58 acre portion of Tax Parcel 07600-00-00-046FO (collectively, the "Property"), which together are the subject of rezoning application ZMA No. 2019-00003, a project known as "Albemarle Business Campus" (the "Project"). Region Ten Community Services Board, Inc. is the current owner of Tax Parcel 07600-00-00-046F0. 5`h Street Forest LLC and Region Ten Community Services Board, Inc. are hereinafter collectively referred to as the "Owner." Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle County Code), the Owner hereby voluntarily proffers the conditions listed below, which shall be applied to the Property if it is rezoned to the requested Neighborhood Model District (NMD). These conditions are proffered as a part of the requested rezoning and the Owner and applicant specifically deem the following proffers reasonable and appropriate, as conclusively evidenced by the signature(s) below. Each signatory below signing on behalf of the Owner covenants and warrants that it is an authorized signatory of the Owner for this Proffer Statement. 1. INFRASTRUCTURE' SIMPROVEMFiNTS: a. Prior to the issuance of certificate of occupancy for any building with a use that solely or collectively (with other existing uses on the Property) would generate more than 487 vehicle trips per day, the Owner shall contribute Five Hundred Thousand Dollars ($500,000.00) as a cash contribution (the "Cash Contribution") to Albemarle County's Capital Improvement Program (CIP) fund. 1 Owner of Tax Parcel 07600-00-00-046F0: REGION TEN COMMUNITY SERVICES BOARD, INC. a Virginia corporation By: (7� Lisa Beitz, Executiv irector 43 b. Prior to or concurrent with the Cash Contribution payment, the Owner shall dedicate for public use a portion of the Property, as shown on the "Single -Lane Roundabout Exhibit" prepared by Shimp Engineering, dated March 18, 2019 with a revision date of March 16, 2020 (the "Roundabout Exhibit"), attached hereto. 2. TRIP GENERATION: Daily and peak hour vehicular trips shall be noted on all site plans and zoning clearances on the Property. Site plans and zoning clearances on the Property must contain a note that itemizes each proposed use, and if applicable, each previously approved use that is expected to continue, with its affiliated daily and peak vehicular trips. Neither a site plan nor a zoning clearance shall be issued if the combined uses on the Property are estimated to generate a number of daily vehicular trips exceeding 3,200 or a number of peak hour trips exceeding 509. Trip generation numbers shall be derived from the then -current edition of the Institute of Transportation Engineers Trip Generation Manual and shall account for internal trip capture for mixed -use developments, as determined by the Director of Community Development or the Director's designee. 3. PERFORMANCE AGREEMENT: The Owner shall develop the Property and the Project in accord with the terms and conditions of that certain Performance Agreement between Albemarle County, the Albemarle County Economic Development Authority, and 5`h Street Forest LLC, dated April 15, 2020 (the "Performance Agreement"), as it may be amended in the future pursuant to the terms and conditions thereof. (Signature Pages Immediately Follow) 2 i 20' OFFSET FOR ADEQUATE Z////// SLIP LANE SEPARATION I 1 \ DEDICATION 0 40 0 40 80 120 Graphic Scale: 1"=40' 4' TRUCK WITNESS the following signatures: OWNER: Owner of Tax Parcels 07600-00-00-05400 and 07600-00-00-046A0: 5Tu STREET FOREST LLC, a Virginia limited liability company By: Kyle Redinger, Manager COMMONWEALTH OF VIRGINIA CIT COUNTY OF sAe , to wit: The foregoing instrument was acknowledged before me this IAA" day of S e_�ai�ct moo; 2020 by Kyle Redinger, Manager of Albemarle Land Development LLC. My Commission expires: ok� \ 3" 85' SLIP LANE RADIUS .5' CURB & GUTTER /-4' LARD - APE STRIP 1 r•I M MAIAI I/ 3 WM SEANDELLE RENEE KORTE Notary Public Commonwealth of Virginia Registration No. 358491 My Commission Expires Jun 30, 2021 ZONING MAP AMENDMENT ZMA201900003 ALBEMARLE BUSINESS CAMPUS SINGLE -LANE ROUNDABOUT EXHIBIT Sheet 1 of 1 This exhibit is shown for roundabout feasibility purposes. This exhibit shows a roundabout with a 150' inscribed diameter, slip lane, and pedestrian improvements. Approximately 0.05 AC (2350 SF) ROW dedication from the eastern portion of the project property may be required for a single -lane roundabout with a 150' inscribed diameter. Key Area on project property that may be required for roundabout improvements Parcel boundary TMP(s) 76-46A, 76-54, Portion of 76-46F Submitted 18 March 2019 Revised 17 June 2019 Revised 29 July 2019 Revised 13 September 2019 Revised 16 December 2019 REVISED 16 MARCH 2O20 project: 18.004 SHIMP ENGINEERING, P.C. SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 [INITIAL SDP1 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] 2021.05.19 [COUNTY COMMENTS] FILE NO. APPROVED ZMA201900003 PROFFERS C2 d. S7rAg 1 f any provision of this Agreement is held to be] iovalid, o>bl, such provision shall be severable land the remaindet oreement shall continue in full force and effect, e. Counterparts. This Agreement may be executed in multiple = teach of which shall constitute an orWhal olwhich s7ralltp a one and the same instrument. $ IGb ern' law,This Agreement shall be governed by and construed �he w1the laws of the Commonwealth of Virginia, without referenceltd-dorl ' ts,oflawprinciples. lS - IP�'eg4.x1&biit `I he�Prcject Exhibit is not a site plan-(or4 a Project, uua µs�g�tttemd�dl to s6owl the general locations of items referenced in tliis reement -a. ReThe-Developer has iWmodified application for rezoning of the prop before the Albemarle CounAy Planning Commission. The evelop ahall� rise its best efforts to complete the rezoning from Resuianiia) � (lit-io & R-2) to Neighborhood Model District by July 31, 2020. b. 'ConceptnabPlan. The Developer will submit a conceptual building plan ((including [a rendering and/or architectural drawings) to the County's Office o"cio iomicl Development (EDO) within fo ►fir (4) weeks of the Zoning Approval. The EDO will have one week toJreview the plan for approval and concurrence, which shall not be unreasonably withheld. c. Governmental Approval & Permitting. TheDeveloper shall apply for and use its best efforts to obtain all governmental approvals and permits necessary to construct a building or buildings with at least 25,000 square feet of space in which to locate a Primary Business and provide Class A Office Space. In addition to the Rezoning, this includes the approval of a final site plan. d. Cam The_eveloper (including the manager and all members and maist �monstrate financial capacity to the County and pass a general background check, both satisfactory to the County. Such proprietary information will be provided subject- to a confidentiality agreenaen]dm the County in form and substaniee satisfactory to the De'vGlaper ?in information provided subject t� uch confidentiality greemen a exem � oo1n disclosur_e�tmder the Virginia Freedom of orma R R rve pa f r Prim Rusmess: The eve L er must reserve At � are feet of Class A OfFice�arewitbinBock 2, Block 3, or al m i of the Blocks (the Blocks are_ ►own on the Pro'ec Eachthe heveloper and the County ma �. This space reae�v lea w}ll continue for 6o months fora i s ng to c� �l}py from_whenl the Developer has obtained the later, of (i) site plan approval or (Jo (Architectural Review Board approval for k h'�g on either Block - _ = sufficient space. A "Primary Business" is acr5mmercial or industrial entity that produces goods or services locally and generates more than 50 of its sales ]revenues from outside the Charlottesville Metropolitan Statistical Area (City of Charlottesville and the Counties of Albemarle, Greene, Fluvanna, Nelson, and Buckingham). ti Uase to a Primary Business. Subject to Subsection (e) above, the Developer grees to lease or sell at least 25,000 Q Class A Office Space to l�llmy.U�,. rimary Business at a fair marker r� or fair market value The Developer and the Countyagree#q bargain in good s condition. g. Enhances Connectivity} The Dev€loer, �1 rovide enhanced connectivity throughout then& to pro ds clammum access from the Projects southern boundary to its boundary. Enhanced connectiV include pathways, p��k , and -raised pedestrian road crogknjo. The final design must-kubstanhWo�rt w1�t 'ffid YProl�ecE Exhibit Transport Pick -Up. The Developerwil vide spacewithip the- Pr jest fora obile passengers to access for -hire, hailed transort sLervl kk�.e. , transportation network partne , AUNT vehk , or Cthe g 0 as om on the Project Exhibit. i. ',enhanced Busp. The Developer must prodid_e-an enhanced bus stop along the Pro1.1tt's southern boundary to (accommodate public transportation. The -stop must include a glsss shelter, lighting, adequate seating, and bicycle parking racks. The design and provisions are subject to the County's approval, which cannot be withheld unreasonably. j. Bicycle Racks. The Developer must install bicycle parking racks at all buildings within the Project. k. Dog Park. The Developer shall construct a Dog Park in the location shown on the Project Exhibit unless the Developer and the County agree otherwise. a. The County, by and through its Economic Devment Office, will create collateral material to provide to its consultant, Rj Strategies, to market retail spa�w lopt',�k 4 of the Project for two - eat final approval ofl the sitelan `ill-ie County Jb} and trough its2 Economic Develoyment Office, will co--- market t1 resew 25,000 square of "pa to VFopective eligible PiiimaU teenx�ants or purckas� prime Developer with l �e ce�igoccupied by -a o r five years from the al gFlanapprovsl whichey_e; occurs stoner. 3 SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM l 0oIEp I�IM 1P au 458II 9 2( l 4V JS 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] 2021.05.19 [COUNTY COMMENTS] FILE NO. age 0 AA 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°48'4611E C13 0°28'02" 3044.10 1 24.82 12.41 1 24.82 1 N21°44'27"E C14 0°53'42" 3044.10 1 47.55 23.78 1 47.55 1 N22°25'19"E LI 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 I N30°49'58"E 14.20 L18 I N59°09'56"W 3.82 SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM &Lic.N oopGIMP a 45 839 2( 4V l E�J 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] 2021.05.19 [COUNTY COMMENTS] FILE NO. 18.004 EXISTING CONDITIONS: OVERVIEW C4 VDATION II�'�'v�/// /v/J v v v v STAN DAM BT.M '76-46F (POR / ( 1 ' /\/T\�,/ L / \h Iby v GION TEN �bM C INC. 09 - I I 115 - / / Y v v vv \D.B.1005 483 PLAT � v I1\ D.B.72Z-518 PLAT�RFOUND // 1 -'' , /MANAGED SLOPES'2'55"E 2.27'� / ZONE: CQ'MMERCIAL OFFICE - / VSE: OFFICE \\ \ II I I F �1 CORNER 8.47 AC - / ' /% _ / 430 --------------is / / \ S I I O rl - - - - - - - - - - / / -- / // /' v�vi 'vvv/� vvv v _ \-DEMO 20y00 I � --------- - '' --_--' / / //' ------- ' � /' / ' jn r'v / OFvC LLjtRTv 4i0�8 v v r v v v I \\ \ - ----- J - __---- / / �j0 - Z 2, / �� / i /\ \/ \ \ ---------------- — _450� \ — ,� _"'' / ' //� � �J / I I=418.61 //' ,/ T� � � �\ x \\ INV.IN= -- __ .,.4@5�27\ \ \ 1 \ \ \ \ -' \ ----- I �� _ ,q �� � / 1 __ / ' ' vivvly ^^-----' / �' /// - `2�J 3�J j�------- / / //� // i I / I - \\`/�' // \/\/ \ \ I \ \ \ \�. \.. F' \ \ \ \ \ \t _ \\j J I ! / JI ° i A V A V A 0 440 D \ I / _ ! oI FT�-\ `\\ ----------- ---- ---_- \I\\\- �6/� / / '-�' is -- x'\ \ \ \ \ C \ \ y \ \ \ \ \ \ \ \ \\ \\ ;- '\> A - - - \ fpPE / / \\ \ `- - -430� / ----- / I / \\\ \ \u� \/\\ice \\'/ /'1 \ \\\\ �\ xf \ \ - / \\ \\ \ \ / \u \ \ / \ \ \ SAN. �SMx TBR— — I �\ \ I \ '� i \ \ � k \ / \ _ - - //o / �� // \ \ \ \\ / /DB - \\ / �xCA 1� 8 I — ' // II — ,� \ \\_ / ,�6y 13 PLAk — \\ - \ \ \ 1 \ \/y \ \ / /� - - / /L \\\\__- I\\`\_--/"�� \ / �/ / \\\ <\\ \--_\ /T I\\\\ \\�F\ \\\\ ham\ ��\\/' /' /' /' N �/ I\f�Vgl RAP TO i _ET`S�\tS— \\\ \\/ oPE \� E RELOCATED D_Q.45>r� 2-7--0 ' \ \ \ / / i L \ \ \ } \ \ - \ \\ \\\\ \- \\\ `\ \ \� \ \\ \ \ i1� \ 1 \ I I,- I \I\I \ Kam\ \X\\ /\' / /'/ / /' \\ I / D.B. -�=1 \ N \ \ \ \ L CAB . �4` 1 -'3i7� \ - \ \ \ \ \ \ / -�.\ - -� \ / / // / I. I I _ \ \ �- \/\/\ / / / / / / / \ I \ / / \ --- 4s l USE: R ESID C \ \_\ p. .3038-�8 96 &E\97 \PLAT \ D.B�272�-69\ __ ------ \/ / �\I D.B:2T68-1$06 `fHRU ��9 \PLAT \ �D-a.925�456-& 45\7 PLAT L \\ I I O IS _\ \\ `\ \\ 1 J / \ \\ ZOT\i�EC/n— \ /\ \ �' SHIMP \S56°53,,57VV\388�51 \\\ \ `,'�— \ \ ,� ,' \/ / ' I ENGINEERING LAND PLANNING - PROJECT MANAGEMENT / 912 E. HIGH ST. 434.227.5140 \ \ \ \ \ \ \ \ \ \ 430 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM / \ O \\ \\ \ 11 I I I \ N -/� \ 440/ \ \ / \ . \ \ `\ `\ \\ i / \ / \/----------- 5TH STREET`FOREST i / ) u FN IMP a Lic. N 45 83 s moo\ \\ J /' ,' ------ D.B.5531-570 RELOCATE SPEED +46 I LIMIT SIGN \ // , / /' /' ' / ( \ / //---- ---- � I ��. 4573-_2�D------- I / / \ /'' / \ \ TONAL I 1 11 I o \ ii \ ,1 ,—' 1 / \ `\ / / � D.B.4431-372 _- ,,_-- ;, s I \ III `\ `1 / ,-- ------------ D.B.4367_96;— 502 P-L-A-T' _ M is \\ `\ _-- NAIL — \ FINAL SITE DEVELOPMENT PLAN D.B_21Fi8 1-06" THRU 1�9-CAT —_, III _ — _-- ----- — �o-NE- NMD— __-- --- Fou A ALBEMARLE - v_----- -vv �PEARE� J /'A — — — — — — 7-0-7 /��" __------ - ''' BUSINESS CAMPUS' - - \ - I / 4 G _ - / /' /' / / / ' V- 65 /------- - -_ --- SAN MH TBR � Q MANAGED SLOPES / �// NV 4 <73 /' ' --- - - S6 �O BLOCK 5 I IS \ S- PAVED x x —x —x —x —x —z-- —_ x —x—x —x —xx\\ - MO 1 f v �i — x 'x _4 \\ \ \ --" _ OF CULVERT \ --— PATH TeR AT �4 _ — — ____ > x \ /----- �1 \ ALBEMARLE COUNTY, VIRGINIA — 420 — — O O F BLOCK 3_ _ — —_ — — --- �S ` x x \\\ - \ _ I OD �F q p----eerasTaucnoeL — — o -max x\—� � _ �D 4VERT ----- ��I ---- 1 \\I SUBMISSION: ---- __ DEMO M — _ 9 TTC9 2020.10.05 [INITIAL SDP] FRS \ 4 D I REVISION: \ �'A + AS / / ` X_ �x — , 1NV.IN �� - x \ \ _ o ri rm O I I 2020.12.21 [FINAL ARE][PRELIMINARY ARB] _ -41 2 74 I / O A I I 2021.03.22 [FINAL SDP s2 /STATE ROUTE' 6 31(5 TH STR E E T) \moo - 42 = "'D I 2021.04.05 IACSA] ' ' _ / o� _< 2021.04.13[FINAL ARE] V�7\IABLE WIDTH R/%W /' /' + .0 I \\ \` \- - - - j 2021.04.261ACSA, BID SET] D.B.1205-314' % \\ -----_ - - - - I 2021.04.26JAC14 BIDS /' /' / ACSAI BtOA j0 3A/L T$R A \ - -430 _ - - - / / 2D21.05.19 [COUNTY COMMENTS] -' D.B.436-I-496,561 &I502 PLANS CCNSM3&4 %T �\ - - / FILE NO. -440- — II 18.004 PAVED D = - _ - - BLOCK 3 ATN TBR \ \ 445.08 / CONS�uC1104 AT `I \=\ \ \\ `\ INV.OUT= N \ \ EXISTING CONDITIONS 425.22 '' ` \ & DEMO / FT \ 30 0 30 60 90 SAN MH � I �''' T0489 - / �/' Scale: 1��=30� �G\ (JV=437. C V \\ \\\\\ \\\\ A3 i ° \\\\\ \\\ \ 1V\111 CTS nNG ST S RMPI\PE- \ \ \\` \\` ° NEW CROSSWALK °S - 1 TAMH P=428.64 VV=418.6 CLASS B TYPE 2 STONE DUST `z R\,' ® 2%AMAX SLo E x ��.. WALKING PATH (AMENIT)) 8 5�� ` V A A`` V v ` �l tt�� A2 2,006 SF / \ \\ \\\ w \\\ \\\ \\\ n CLASS B STONE DUST TRAIL D _ o IV EC-3"fTING, 24" DRAIN BASI Z - v AC SWALE' \ INV. 438.0E Co 11 TO FT-1 � TO 12' HOPE � 0 �� �` � \ C,2 NO R Xx LOADING AREA .0' 8.0' R R2 .0 \\\VVV��� 0 b� ' \ \ \ \ \ \ \ \ r CNN 0 Pk1BLIC DRAINAGE EASEME',.WE V A V` A V A V `AAA V A`` 8" CA S - 7xT DUMP TER PAD FOR (2 0' 18" HOPE 13 PARKING 6 / \ \ \ \ ` \ \ \ \ \ \ ` ` \ \ \ 8x8 AS 65 GALL.ODL.IRASHT1=$- - - - - TEE( J REM _ �r��� g HDPE 54.E 0 INV 440.E 4 ` \ \ ` \ ` \ \ ` \ \ \ ` \ \ 1GV \ \ \ \ \ \ \ \ SWM POND TO C 0 INV 12" HDPE 24.1' / o \ \ \ \ \ \ \ \ \ d, \ \ \ \ \ \ \ REMAIN. CONNECT ' EONC. WALK 43§'" `... ab ao i+o' ao ao ao ao ao POND OUTFALLS TO - 230.90 R15.0' D '..NEW SWM SYSTEM STAIR A -: - O STAIR B ,1 8' ROOF D RAI X /0 INV 8° ROOF DRAI Iw \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ MIN. SLOPE VAT R A 438.E MIN. SLOPE 2% R3.0 _ \ \ \ \ \ \ \ \ \ \ \ \ \ 4., \ \ \ m�� _.1 _ I \ \ ` ` \ \ \ ` ` ` \ \ \ ` ` \ \ \ ` \ \ ` \ CAP G w 18'0'9. 2E 0, IN �V t \ \ ` ` \ \ ` ` \ \ ` \ \ ` ` \ \ ` \ \ \ ` 6"- V 3. C P RKING 3IGN w \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TEx w \ \ SELF -STORAGE + RETAIL ® G 10 LF CLASS - 7JRIP-RAP m 20,987 SF FOOTPRINT a Z- ®1 �DEPTH TENANIT 1 BFFE 2 4432.67 43.33 0. I v A` v A` A V v 11 # o -- } 2,298 SF 2,0 SF # - \ \ \ \ \` \ ` \ \ / w i N _ FFE 454.0E FFE 45 0 # ca= ,,[� 1 \ \ \ \ \ FFE#2 454.0E EL T R B y \ 0 _ - } FFE#3 464.67 \\ \ \\ \\\\ \\\\ ---- N _ z 4" SDR-35 o MAX. HEIGHT: 43'SD -35 AN LAT I STORAGE C -- c } NV @ C/O OFFICE 14" SANL T IN TOP SIGN / 40.0 EW V.W. ACCESS 755 SF • p C/ 431.E _� / / IIF)\C 6.0' CONC. SIDEWALK (TYP.) EASEMENT R3.0' MILL & VERLAY �/ EW V.W. 1a' RAMP w. INLINE C INE C _ _ _ - ACCESS HANDRAIL -S .. -5 -S 5 -s' �5. ,5 a 5 n _ _ -, \ \ \ ` ` \ -35 SAN LAT PPROX. ,21E SF S s �5 (� S \\ NEW V. W. ACCESS \ \ PER -2 R50.0' / EASEMENT R - - > .G�12 .. IV 4.0 - e - L_ .. 1< ..-g: MEN \ \ NEW V.W. ACCESS EASEMENT -- • --._TAw_LAT;INV S..CO Eu/ -- TUB O - C V �� 60° 2 O �cP P O41 '� s �cP 3 s �� C/Q 426,E D _ - giKE , ACK RKI 'o. `P d '� 'o 'o.'s GREA E T P O. rn 'o. 'o. s o26. LP• „ Z R # O Z O• cD, N 10 ® 'O. CA N 'O. 'o' ZS 6 T N DPE DRAT G-12 „Hlg• N 15, DOW20 0 IN 442.74 CONNECT - '�cRos wnL6 w - 3 a T C6 INV IN 44Q00 C5 ONC�R TE PA NEW 20' ACSA EASE rR500.0' TYP. 6' DIP WL �- 0 0 0 _ _ ( I �- as �- AN L ER ABL C YN2� 26-0` 53 0N-STREET _ ME E - - 6"GV x-PARKAELE x _ a 8" DIP WATER LINE /5 PERMj ABLF�, CONCwRETE �AVEI S CR&SSWA�K 6"C�V 4wG PA SPACES ,�8" D WATR Llf _ �t OV SHIMP �/- 11�TF� r \ PARKIN ACES 1 - 1 MOUNTABLE 6., GV�W-4REAW -W TEFy W -W W W -W -W -iW -W -W -W -W -W -W,r- W �,_ -W -W O %�- rt _ _ _ _ - W�F - W W �W -W -W W. W -W -W -W -W -W W W ". CURB (CG-3) & -6 6'GV Sx4 TEE 1"CORP yL 1 COP / - / 8x6� W 8 4 2 0, \ in 5' CROSSWALK (TYP. ' - gT / x 9.0'9R6. 2 ®. C3 GV WATER ENGINEERING o STOP 20.0' STO TEE TEE 26.E NEW 20 ACSA EASEMENT - - TO - R� B - LAND PLANNING - PROJECT MANAGEMENT CG-12 CC- �G=12 6' PLANTING STRIP _ 6' PLANTING STRIP - _ _ - I _ r .. -.. -:i - ILL & OVERLAY r .. _ _ _ - ., _ .-. - .. - `STUB,. : 6' .CQNG.�IDEWACK'. TYP. - -,w. C � t�lC: - S.IUEWALK. TYP. -- .. � .. e . .. � .,� _ ) _ APPROX. 680 SF PER J _ _ S J- - t R LAT NEW V.W. ACCESS EASEMENT s� m WP-2 NEW V.W. ACCESS EASEMENT "SDR-35 SAN LAT SD 35 SAN B3B STUB ® 2. % SLOR U,• CH E.R HIGH ST. 434.227.514E Z \ -.-- ER PAN �_. _ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM R60.0' INV � C/0 440.E / TT FOR THIS INL T 1 ZQ - --- � g B - I �I UTILITY NOTES: 1+ of a 1. BACKFLOW PREVENTION IS REQUIRED FOR SERVICE S �' 1p LINE CONNECTIONS. co 2. ONLY A SINGLE 1" SERVICE TO A 1" WM WILL BE 61 I IN IMP a PROVIDED FOR RETAIL TENANT 2 AT THIS TIME. \ Lic. N 45 83 INV. 46 . Z OPTIONAL FUTURE LARGE METER CONNECTION PROVIDED. \ FF SIONAL 3. REQUIRED FIRE FLOW = 4,750 x 0.75 = 3,565 GPM FOR TYPE IIA BUILDING WITH 103,500 SF FLOOR AREA WITH AUTOMATIC SPRINKLER SYSTEM. AVAILABLE AWWA B, FINAL SITE DEVELOPMENT PLAN Z / I 0 � Q20 FIRE FLOW IS 4,644 GPM PER ACSA FLOW TESTS. \ 4. BUILDING FDC IS 75' FROM THE ADJACENT FHA ALBEMARLE\ M I BUSINESS CAMPUS: 0 m / g C �RP1N BLOCK 5 P� TO NXISTING E STM PIPE ° - COUNTY,IRGINIA I ACSA EASEMENT�� _ _ i�Z�z A NE � � SUBMISSION: B3TO I oRM // 0 A D 202E 10 05 [INITIAL SDP] � -- Sj DIP 1. -,- g6 -L o DO C0 -Ulm CD REVISION: 36„ NP SjORM oA 2020.10.26 [PRELIMINARY ARB] STATE ROUTE 631(5TH STREET) 0 0� ONNECTS 6, 4 j J �D 2020.12.21 [FINAL ARB] TO EXISTING _; _ - -_. I SEWER '1 / . 0 �i 2021.03.22 [FINAL SDP] VARIABLE WIDTH R/W I D.B.1205-314 2021.04.05 [ACSA] 2021.04.13 [FINAL ARB] I 2021.04.26 [ACSA, BID SET] D.B.4367-496,501 & 502 PLANS 2021.05.14[VDOT,ACSA] 2021.05.19 [COUNTY COMMENTS] FILE NO. 18.004 / SITE & UTILITY PLAN SAN MH TOP=446.89 30 0 30 60 90 INV= 437.40 Scale: 1 "=30' n \ III I I I I fill I I / — — — — 450— -- II / / / ----- — 43 \------------------- / os / ------ — '// / ' ------------- ' I I ——_------ --____ — / / 1 n /I---------- A _--- / �NMH — — / I \ OP 428.6 — — — — — —45 I V 418.6 �v 450- � _--��----- n — — \ \ _—\ / — 1 — — 40--- \ — — v / y2A , / I _ w / — — 428 5 ° _ / / / / /' / w -f— 4v 4 / / A6 02 /' / ' // Jo— W (REMAIN. CONNECT - _. _ - _ .. Rf3 D W / L / RD Ro RR �RD Ro _4 Ro ' / / % — — — / / / / O / / \ HE SWM POND TO ° 4 SOUTFALLS TO O Xi: \ i WM SYSTEM � I I / POND \ I ) NEW _ I I I fTl ._ pREvTAIL ;a \ a4m- FF4333FLVWATFE#2F 0-) EEAL BLOCK RE4—/1 L ys WAL2\W. 2' HANDRAI Co MapX 'WALL HEIGHT T EG NBLOCK MAX�HEIGHT43EA��5�s FFE#3464.67 A SgACF ASEB HEIGHT=6EZAI NG F \= ALL NDRET?ININGWALL it5sMMGED,S\ W. 4V' . S\ANS 2.0' EMAX GHT 2.7' MAX HEI I II III I\ \ A \ \ \ \\ \ ' f1 \I / / /' --_-- _ \ \ E kv s o o a\55a / �� s S ~s s \ sus s }s-\ s � } AccE� — 5� � � � � \ \ � go / Y s Y EASEMENTS 555 s� / 54a \. ' 54� s : e > 0 — — — \ yy — — NEW V.W. ACCESS EA N I o / f 0 V •. v 0 3' / vv v w `v� - 4 I I D — yI 5 56 ,� , \\54° �_ ,� \ \ �' _ \ \ . / / / -a,-- , • SHIMP v v v A / ,C5 - - \� / / / \ 4. % 1 6G82 5 v v v v s\ — N — —/ — — _ � YF W `�W--W / w ��—W ,W— W W -�W YV �V�-+=W" / / y�LW —W �-1-1W'�j 1 A E N G I N E E R I N G I � I 1 � •�. � , ,W — W W � W _W � W V � — V v / � - - - - V A � � / / ' / -�' (' LAND PLANNING - PROJECT MANAGEMENT CHARLOTTESVILLE 902 JUST @ IMP-ENGINEERING.COM I r _ - 912E HIGH ST 4342275140 / / NE V.W. ACCESS AS ME,NT NEW SS I \ \ V.1W. EASEMENT \ \ \ \ — \ \ \ / ------- ---- ----- — ) IN IMP o\ \ J / / / // ---- B3 \ LicN 45 83 I 1 � _-- 19�2( FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 420 — _ I \ \ I I ALBEMARLE COUNTY, VIRGINIA 0 0 \\-------- — — — — — — — — — — c=-- ----os ----_ SUBMISSION: i-_ — I z Cn I 2020.10.05 [INITIAL SDP] =-0D \ I REVISION: 2020.10.26 [PRELIMINARY ARB] 5340 LP 3 / \ — — — — — — \ \ _ — — — — o ml r O I 2020.12.21 [FINAL ARE] \ — I I / O m O I I 2021.03.22 [FINAL SDP] } 00 5 D 31(5 T H �S T R E E T l ' ' \ - 42G _ W I 2021.04.05 [ACSA] SEGMENTAL BLOCK / / /' /' �°o 2021.04.13[FINALARB] 5545 RETAINING PNA WIDTH R/%W // /' \\ \` - — — _ - - �� W. 42" HANDRA L� 205-314' ' // \ \---__ — / / I 2021.05.1426 [ACSA, ACSAIBID ] - / / ] \ — — I 2021.05.14 [WOT, ACSA] FFE=454.00 / / \ \ -430 — — / / I I 2021.05.19 [COUNTY COMMENTS] MAX HEIGHT 2.0 0 / 8.3% RAMP & PLANS ' 1 5EB 00 W. HANDRAIL3uu 7' MAX. ENTRANCE WALK WIDTH 501 I 502 X 5553 555 5 ��s s s FILE NO. 55_ 43 a 54 55 a ;., ; s / / \ 18.004 — 35 60 6 56 10 4 CG- 5Y5 5305 ' /' / -----' \\ \I \ \ \\\\ \\ GRADING PLAN 5 TRH. 5 \6 5646 5626 5462 N / _ /' 30 0 30 60 90 RETAIL AREA GRADING EXHIBIT SAN MH —_---- � 7 / / / I(J 37640 / C ■ C7 ---- Scale: 1"=30' IOU 455 450 445 440 435 430 425 420 415 410 405 400 m N N w M _ I� CNN Ol I� I =¢ N N N U O �N N 5 WW mGRADE — N N + 3 — GRADE - GRADE 0 \ m Zvi Ul 77777-- — — \ N - 3 owe O N mQ ---_ F NN rpAnZ H N __ — 0 — 1 PE ® 2.06% oN00 mrnnn �¢ 3 / > > d z O ti w 0 TF� QD COMPACTED LL GRADE �AN MIN 0 o O O ¢ w 1 O N p7 pJ Of cV N > O N > — N N .58 > 00 O z 10+50 11+00 z 1n 00 STORM SEWER PROFILE A2-A8 C8 HORZ: 1"=30' VERT: 1"=10' 455 450 445 w 440 r^ mil 435 N 430 M I 0 425 - Z 420 415 410 405 n a s 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 M M W O = N (V <p 3 m o ti - M GRADE 15 HDPE - °_ °o EX. -I GRADE -,° 1y-/ `_ / I l °+-++°++°°%� L CA o 26.15 LF N z- 6 oo UN E UNDE z �rnN m o —ad = M M Z `4.84% 68 25 LF 18" HOB a \ �z 0 z z 6" SAN LAT, MIN. - 2" SEPARATION N ,,., .. °°°°°°°°° °° °° °°°°°°°°°° ;,.,°° ° 12" SE z Ea m N ADIT 0 0 + NO n a 8" MIN, W2, IS 12 EPARATION i / z 6" SAN L 12" SEP MIN. 95 RATION �R io STANDAR CTOR o00 oNN / 167.91 LF 18" HDPE @ 4.177, a a » >__ z 000 a �zz O / 0 8 0 0 �5. NODE � O > 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' 450 445 440 3 TL 2 435 430 425 420 415 LQ 410 PRDGTOR Loum ILL 405 400 10+00 10+50 11+00 B � w ^WN N � m N N N M O ZN H N J N H / / / GRADE / 0 M ,(l N N M > Z � — o - N N > - z 4 STORM SEWER PROFILE B2-B4 C8 HORZ: 1"=30' VERT: 1 "=10' 450 445 N 440 435 430 425 420 415 410 405 11 +50 400 12+00 YJU 445 3 440 i I w 435 z 430 425 420 415 410 405 400 12+50 13+00 13+50 14+00 14+50 15+00 B N --- -- AN / o w o o _ m W - N M O cl — m NHN dQ GRADE _puj p M id - NN Z HNW / as Z H N / 0 M M N N a? > » o O O— U nN _ a o » 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 TWALL 450 4R5 445 430 CC 440 L425 m I 435 420 z 430 415 425 410 O 420 oN 405 H 415 O 450 445 440 435 430 425 420 qq 10+50 11+0015 16+50oo 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 2 -CAN USIT MH-1 COVE M O � M O O N O n+ N O Z � N NN N 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 I ME 1�r11�37� 1� 1� 445 445 440 440 O 435 435 M , a 2" 2ATI ON o 430 430 z 425 425 0 420 III III 1 �!� 11 -� SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM fl op O� G1 Pc7 u IN IMP a Lic. N 45 83 F� S'/nA,eI 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 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] 2021.05.19 [COUNTY COMMENTS] 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 �00000000v: CLASS 52 DIP WATERWNECOATED0000000000o 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 v Mill. 18" COVER GRADE A 430 \ \ vvvvvvvvvvv vvv o N 430 � v vvvvvvvvvvvvvvvvvvvvvvvvv O N O N O O _ — ai ol 425 vvvvvvv vvvv o......0000vvvss 425 -- O NO — tvvvvvvvvvvv 6avvvvvv O N v vtry (y Pgfyv > — 420 420 vo»> >-- o x-P.5%, STAND �0 > Z JJ 415 a`"UUMFAUILU MILLww 415 �z 0 55 >z z 410 — 410 405 {{yy 405 FA N N O!EMS! O OEl N 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 QW QW 6ai 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 265.37SD 12.001( Val 2.QW LL n m rn rnpi m o n a a a'<^ 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 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2�20. 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] 2021.05.19 [COUNTY COMMENTS] FILE NO Mil 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 265.37SD 12.001( Val 2.QW LL n m rn rnpi m o n a a a'<^ 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 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2�20. 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] 2021.05.19 [COUNTY COMMENTS] FILE NO Mil 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 FINAL SITE DEVELOPMENT PLAN ALBEMARLE BUSINESS CAMPUS: BLOCK 5 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2�20. 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] 2021.05.19 [COUNTY COMMENTS] FILE NO Mil 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 0.1 +0.0 +0.0 yC 0.2 + :6 0.3 +0.1 0.0 3.5' 0.5 + .0 + .0 +0. 0.6JO.25.6 + 9 +.1 +.0 +.0 +.0 +.0 +000. C.20.6 2.2 -. 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 +f + C-7 3.5. -r + + + + + + + + +.0 +.0 + . 0. + .2 + 9 +.2 +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 0.0 0.0 3 41 0w1 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 c-6 @ 3. �._ .5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + 1 0.3 0.4 'Ill 1. .7 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.5 .0 0.1 0.1 0.0 0.0 0.0 C-+5@3 ' + +++++++ +++C w5 +0.0 +0.0 +0.0 +0.0 +0.0 +.0 +0.0 +0.0 +0.0 +0.0 +0.0 +. 0.1 l5t4 0.3 +2.6= 1. +0.2 +0.1 +0.1 0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 0.2 +0. +1.3 +2.5 + . 0.2 +0.1 +0.1 +0.1 +0.1 0.1 + .1 +0.0 +C 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 + .1 +0.1 .2 l 5+0.8 ' 9 2.6 C55 +0.2 0.1 +0.1 +0.1 +0.2 0.5 4 0.7 _ 3. r0.4 fi +0.1 +0.1 0.1 + .1 +.1 +.1 +.1 0.0 +( .5 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. 3) 1. 0 5 1.7 1.5 1.1 . 11 5' 0 .1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 C C-10 @ 3.5' IS +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 +.1 +.1 +.1 +0.1 +0.1 0.2 +1.9C-+1% 3 0.4 +6 -9_g 5. 5+0.8 + . .2 +0.1 \ +0.1 +0.1 +.1 +0.1 +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 +.1 +0.2 0.4 61 +.2 +.1 +0.1 +0.1 +0.1 + . + .2 +0. 5+0.7 0 +0.2 -� 0.1 +0.1 +.0 +.0 +0.1 +0.1 +0.3 0.4 +0.7 +0.7 + .6 +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 5 +2.0 +2.3 0.5 +0.1 +0.0 +0.0 +0.0 +0.1 +0.2 +2.6 +1.6 0.0.3 +0.1 +0.0 +0.0 +0.1 +0. -5 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 l 0.0 0.0 `0 d0:'P 0 a -i1.5 0.2 0.1 0.0 0.0 0.1 0. 0.9 3.1 1.1 1.4 = 1 2.0 1.1 0.3 0.1 C + + + + + + + + + + + + + + -Yc +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 y3.7 +3.4 +1.4 +0.4 +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 +0.0 2. 6.1 +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: li+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 i +8.3 +5.0 +1.3 0.5 +0.2 +C -5 @ 20' +0.0 +.0 +.0 +.0 +0.0 +.0 +.0 +.0 +0.0 +.0 +.0 +.0 +.0 +0.0 +3: +7.8 +5.0 +1.4 55 +.2 +C 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 +0.0 + .0 +0.0 +0.0 +0.0 +0.0 +0.0 +.1 i 0.1 +0.1 +0.2 +0.2 +0.2 + .4 +4.8 +4.1 +1.3 19..4 �0.2 +C +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 +6.4 0.2 +C " a - r- -_ _ , _ - + + + +1 + . + + + . + +� ( 6.3 +5.8` 5.4 +4.9 +4.4 + -3 @ 10' _ r� I 0.0 0.0 1 0.1 0.1 .2 0. 0.7 1:3 2.3 3.8 5.0 7.6 4� 4.1 a 5.1" 3 8 5.1 - r'" 4r.;' 8.8 6.0 6- 8.1 6.8 3.6 2.5 1.8 1.2 .6 0.3 C + + + + + + -1Z/ 1- + v J t + + + + + + + + + + + 0.0 0.0 0.3 (f.`: 1.7 3.0 5.5 8.7 8."s'' 8. 7.7 5.8 5.1 6.4 9 4 8.9 B 119 010.5 9.'a 9.}3 10.9 9.5 2 �Y�O , 9.8 7.0 �5 6.4 9.4 9.0 -� @ �� 8.4 4.9 +2.9 +1.8 +1.2 � 0. 0.3 +C + + + + + + + + + �+ + + + + + + + + - + + + + + + + + + + + + 0.0 0.0 0.1 0.. 2 3 0.5 0.9 '1.5 2.5 3.6 3.9 4.0 4.1 .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 �.6 1.0 0. 0.3 + + + + + +I, + + + + +� + + + + + + + + + + + + + + + + + +, +. + + + + + + C 6 _ d - - - .5 +0.0 0..0 0.1 +0.1 +0.2 +0.3 + : +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 1.0 1 0.8 0.5 +0.3 +C I} .5 0.0 0.0" 0- P} 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 0.8 0.8 0.8 0.8 0.9 0.8 0.7 0.7 0.6 0.7 0.7 0.6 0.6 0.5 0.4 A +.3 +0. C + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5 0.0 q O.b 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.� 0.2 0.2 0 2 0.1 +.1 +0.1 C + + + + + _ __ + + + + + + + + + + + + + + + + +=- + - _-- 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 6.2 ^�� 0.1 0.1 0.1 1 0.1 + + + 1 + + + + + + + + + + + + + + + + +_ + + + +T� + + + + + 0.0 0.0 0.0 _ , 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0. 10.1 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.� 0.1 0.1 0.1 0.1 0.1 0.1 0 1 0 1 0 1 0 0 0 0 C + + 1=+ -- T + + + + + + + + + + + + + + T + + + T - t t + + + + + 4- + + t 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 eies 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 r Architectural Wall Luminaire Hhtlie has Mormowe awards over W we all tnb,aMw.bmw,n. Introduction The Uthonia Lighting ARC LED wall -mounted luminaires provide both architectural styling and Specifications w visually comfortable illumination while providing the high every upto savings,0 and low initial costs for Depth(Dlk 6.5' quick financial payback. Depth (Dz): 4.75' ARC1 delivers up to 3,000 lumens with a soft, Height 5' non-pixelated light source, creating a visually Wit Fill comfortable environment. The compact size of Well 71bs ARC1, with its integrated emergency battery (without options) backup option, is ideal for over -the -door applications. ARC LED Family Overview EXAMPLE: ARC1 LED P2 40K MVOLT PE DDBXD mom n 1,5m Lumens 30K 30DOK MWILT E4WH Emergency hattery backup, FEE compliant(l OT mIN MUD Donors m n 2,000Lumms 40K 400M 347' PE B,mntypephamallfordusk-to-d.w Malon DBUD Black n 3AN Lumens W SMK DMG 0-INdlmming wires pulledomsldefimme(fordawlth DNAXO Nmural aluminum an ertemal control, ordered sepaatudyn Dell Whiz 5PD6KV gV surge protection' 0550 Sandstone FAD Field adjustable ughtomput bears. DDBTXD Bdured dark b.. Allmg, furosy ad,r,tment to the deslred lightlerels, from 20%to ID0g6' OBLB%D Tenured9ack DRAW Behind naml aluminum DWHGID TVNnd xAit DSSTXD TermM sardsmoe Accessories pm.nema,l,eo,ope..rey cos DDUDu surface-nwwadNdav lWedh6mA1 NOTES 1 347gnotewNsblewithe4i 2 iNoneuw@blewtd DMG. fA L/795747NG1 001AMEROALOUiDOOR Ore lirlwnu Wry • Co ,Gemya3 12,P e:1%VJOS (7V8) a warwiidonia.com ARM LED 40NffNQ 02121 sands ugtel lm At name nowerwd. Rw.aM1)rza ;1Vp Interactive Menu • Ordering Information pape2 • Mounting Details asset • Optical Configurations goal • Product Specifications deal • Energy and Performance Data page • Control Options bases Lumark Prevail / Prevail XL Discrete LED Area / Site Luminaire Typical Applications outdoor- Parking Fora - Walkwaya - Roadways- Building Areas Product Certifications O 912 T ks7m s� r Product Features "pen r. • Direct -mounted discrete light engine for improved optical uniformity and visual comfort • Lumen packages range from 7,500-41,000 nominal lumens (50W -31 • Replaces 70W up to 1,000W HID equivalents • Efficacies up to 148 lumens per watt • Standard universal quick mount a" with universal drill pattern Dimensional Details 14ava11 2pP ni 615p6' 1+)mm�l 1}1L1E'Ia51mm] 2613/16'I6B1mmiJ J larwall a �94mmt 7.1R' Fr I eoP� 17As'l4senml egear I1msmM J (P CLOOPER Solutions 40 P&WLW.gN pegsI N,gwt M,] g:VAM Praiect Name: Part Number. Type: BOLLARDS - 15W LED ILP OUTDOOR LIGHTING 407-478-3759 www.11p-Ino.com • Flat Top or Dome Top design with aluminum cone reflector • 42"extruded aluminum housing with flush mounting base and vandal -resistant screws, opdone out down • Powder coatflnish over a chromate conversion coating, available in black or bronze • Custom color options available' • Stainless Steel housing available for Domed Top only (SS) • Internal ballast tray for easy maintenance • Clear Polycarbonats Lens • Multiple beam spread options: 90o, 180o & 270o • 8" anchor bolts std.), optional 4", 12" & 15" • 120-277V Universal Voltage • 5Year Warranty • ETL Listed for Wet Locations 'Contact factory for pricing Gas +.ree.� Interrek ,Walkways •Parking Lots •BoaMwalks S SYSTEMS INFO Calculated L (TM 21) BLIFT >50K BLDT >SOK Delivered Lumens 1,4021m 1,221 M Total Input Watts 17W 16W Luminalre Eacacy, Rating (LER) 831mKW 74 ImIV✓ correlated! Color TempersWre(CCT) 4000K 4000K Color Randall Index (CRP >80 >80 Ambient Temperature Range 1107 1107 Universal Driver 120-277V 120-277V lED S/dem dale Show based on BU T I S KEDUNI W 01101( It BIDT-15W1IDUlNJBODC LeD Wmmmethanol suggest passed an Fill peymmafor m. llehtstards am:n BLDT Dome Top Bollmd BLDT Dome Top Bdlard SS REPLACES 320W MH LlAl Bracket It Three (3) 4- Anchor Baits ❑A512 Bracket B Three(3)12' Anchor Soft ❑ABIS Bracket Three (3) 15-Anchor BURS ❑9OBS 900Beam Spread ❑1SOBS 180°Beam Spread ❑27OBS 270°Beam Spread SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM fI 07 el O� , �1 u IN IMP a Lic. N 45 83 i� I2( 4;, F` S'/nAre1 E�J 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] 2021.05.19 [COUNTY COMMENTS] FILE NO `I (4) #8 STEEL VERTICAL REINFORCING Lighting Notes: 8c �BARS. 5' LENGTH EVENLY SPACED 18.004 1. Pole mounted fixtures shall be mounted at a height grade wes of 20' from the finished radhich includes the pole bCOMPACTED SUBGRADE (3) #4 STEEL HORIZONTAL p base. " 2. Building mounted fixtures shall be mounted at a height of 10'. BELOW BASE 2' REINFORCING BARS. 18LONG 3. Pedestrian walkway fixtures shall be mounted at a height of 3.5'. 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 LIGHT POLE BASE DETAILS spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle. Cl o 1: 30 30 0 30 60 90 Scale: 1"=30' C10 ---------\ \\\ I FEbI lo // /// �I 450— / A4 pU8�1U PIN AG wl I AN MH / Z / TAP=428.64 ' I V=418.6 \ — CLASS_®-4YPF2-3T0 E DUST �WALKNG PATH (AMENITY) // /� A2 \ \ 45 G \ S F J / / \ \ O.C. (TYP.) 40 / \ 1� O si ONNECT / I � - C em/ / NEW 30' PUBLIC�RAINA — IE s; TO Ex. l Gf/ WL STU / S d / / / ,_� 8 CAw / w � A6 ��vv w 'j Sx8:•--w w BT' UIP WL / TEED / I GV GV RD RD RD RD RD RID RD V r� ✓ 0 Q / IN, • f \ xl > O \\ I i S AIR A \ \ STAIR B - w I 1 —I. ELOA 1 Q / Sx 4" 1 / \ F I FIT �� \ I I \ o U I — — _ TEE GV Z CAP <v / A V / �3 8x w TE _ Al \ _ — — — `SELF—STQ.?AGE + RETAIL �\ _ _ \ ® �7 F_ \ / 20,987 SF�OOTPRINT P' II j RETAIL RETAIL \ # \ \• I ( �. / TENANT 1 TENANT 2 BFE 1 42 0 \ \ \ Z \ I BFE#2 432.67� } 2,298 SF 2,039 SF FFE 1 443.33 \ [� I / 1/ FFE 454.00 FFE 454.00 L FFE#2 443.33 \ EL T R E I w FFE#3 464.67 N \ \ \ _ a \ MAX. HEIGHT: 43' STORAGE s C x + 0 \ \ OFFICE / Pa EW V.W. ACCESS \ 755 SF -- < • / / / \ \ EW V C EASEMENT I } ACCE I T s s��s s s s s —s s s --s �s s s s s NEW V.W. ACCESS EASEMENT • I I ES.S MEN I 5 eFHA Y Z C3 I �i PI r 6 DIP�WL Imo— d a of \� CS � . _ /` NEW 20' A�EASEM€ IT— _ 0 — — — — — — ,.d' 6"GV1T_ —� BEal'(''� �I 8„ DIP WATER LINE \ /5 -- 6 V 4„ 8" D MAT R LI1— �_ Iti/ 19�0,•�� /\ SHICAMP :I,pl 8„ GVI-ems —w —w w `W'' w —w —w —w w w —w —w —w — —w w —w —w1. �O�j�w —w —w rt _ - - - - m = w —w —w —W �w —w —W 8x6 w ww 8 4 w —w w---FFf"'w x GV w —,w w —w —w I 1-/mowII�/ V I & 6'GV 8x4 TEE 1"CORP CAPSTO s �, TEE ,� TEE I'4� a STOP 9 ll�. C3 WATE MNEW 20 ACSA EASEME T FHA rul \ LINE I B I Ua Ua U Ida/ I LAND PLANNING - PROJECT MANAGEMENT 0 - - E EJAPI NEW V.W. ACCESS EASEMENT 40' O.C. YP.) \ NEW V.W. ACCESS AS M ENT .I I I I 38• \ 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I w B 63E a \ \ / I \ Hop o, sQ 3 LjcIN as sIMP a w� 5 � � I \ \ \ S/ONAL 0 w � 1 N FINAL SITE DEVELOPMENT PLAN Al BEMARLE BLOCK 5 LANDSCAPE SCHEDULE Plant Total Total Can Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity SF Canopy in 10 Yrs SF American Elm Large Deciduous Tree Ulmus americans (Princeton, 2,5" 18 25 397 7146 Washington) P Large Deciduous Tree Platanus x Acerifolia London Planetree 2.5" 5 28.5 368 1840 Sj Medium Deciduous Tree Sophora japonica 'Regent" "Regent" 2.5" 13 28 22 286 Scholortree �r^� I • S '�E) Ornamental Tree Corpus kousa Kouso Dogwood 5-8' 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: / / SEMENS I \ \ 1 SITE REQUIREMENT (SEC. 32.7.9.8): 10% CANOPY REQUIRED. / P\\/GP BUSINESS CAMPUS. SITE AREA, BLOCK 5: 1.79 AC (78,054 SF) / g \\C 420 45 OR B2 I \ 78,054 SF x ,o% = 7,805 SF \ _ - - - ' BLOCK 5 CANOPY REQUIRED: 7,805 SF \ \ NEW I 1 \\ I \\ CANOPY PROVIDED: 9,432 SF INTERIOR ROAD TREES: LARGE SHADE TREES (2.5" CAL.) - 40' O.C. \— .tN�� S� \ \ �I 11 I I ALBEMARLE COUNTY, VIRGINIA PARALLEL TO ROAD (340 LF) \ \ \ \ \A\'U4�OT� _\ = A D 11 111 I SUBMISSION: REQUIRED: (340/40) = 9 LARGE SHADE TREES ON EACH SIDE, 18 LARGE SHADE TREES TOTAL PROVIDED: 18 LARGE SHADE TREES 1 — �� - I Cn > O II I I 2020.10.05 [INITIAL SDP] \ \ I 00 -0 INTERIOR CIRCULATION/PARKING LOT LANDSCAPING: 5% OF PAVED AREA ] \ \ \ �� / a II I I REVISION: PAVED AREA: 43,955 SF / I \ - ' w I 2020.10.26 [PRELIMINARY ARB] / / >? \ 6 B4 420" / I I I 2020.12.21 [FINAL ARE] 43,955 SF x 5% = 2,198 SF u` ��. T D REQUIRED: 2,198 SF // of \ / / o PROVIDED: 12,617 SF / / I \ J \ I 2021.03.22 [FINAL SOP] 2021.04.05 [ACSA] PARKING LOT TREES: LARGE SHADE TREES (2.5° CAL.) - 40' O.C. / ] \ AROUND PERIMETER OF PARKING LOT / / \ 430 / 2021.04.13[FINAL ARE] \ i I PROVIDED: 4 LARGE SHADE TREES 2021.04.26 [ACSA, BID SET] // 1 \ / 2021.05.14 [VDOT, ACSA] INTERIOR PEDESTRIAN WALKWAYS: MEDIUM SHADE TREES (2.5" CAL.) - 25' O.C. PARALLEL TO WALKWAY ' / I PROVIDED: 12 MEDIUM SHADE TREES / / \\ —440— • I I 2021.05.19 [COUNTY COMMENTS] NOTES: 1. All site plantings of trees and shrubs shall be allowed to reach, and FILE NO. be maintained at, mature height; the topping of trees is prohibited. / _ _ — _ — — _ I \ I \ Shrubs and trees shall be pruned minimally and only to support the \ 18.004 overall health of the plant. / / 1 I\ \ \ \ 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 / 1' approved landscape plan.,y�,oBFq \\,� LANDSCAPE PLAN 3. All new planting shown on the plan will be completed after building / / / gq�TC \ - and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. 30 0 30 60 90 6. Landscaping plants and trees adjacent to the sight distance triangle C 11 shall be maintained in area between 2 & 7 feet above ground as a clear zone to preserve sight lines and accommodate pedestrians. Scale: I"=30' SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER o D THOROUGHLY. PLANTING PIT. ON PREPARED SOIL FOR SHRUBS SOIL SURFACE ROUGHENED TO BIND NEW SOIL III- I -III I SHRUB PLANTING DETAIL a2,/ Not To Scale SET SHRUB PLUMB. TOP OF ROOTBALL SET TRUNK PLUMB. SEE PLANS FOR SHALL NOT BE MORE THAN V ABOVE EXACT LAYOUT AND SPACING. FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL I 3" TALL WATERING BERM 1 FINISHED GRADE DIA.:MIN LU Q W-13 GENERAL NOTES: I. THE CETECTFHIE WNND SHILL BE PPoVDEO BY TRUNCATED COMES. 2, DETECTIBLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IFEc/Sn FR WITH KIPIEGOTAHT NTEGRN. SURFACE GOWNING WE FURL WIDTH OF WE RNP FLOOR BY 2 FOOT IN LENGTH N THE IMECTM OF PEOESTNMI TRAVEL. OTHER TYPES OF WTEIIN WITH THE TRUNCATED DOMES DETECTABLE WNMNg WAY BE USED WITH THE APPROVAL OF THE ENGINEER, TYPE A 3. SLOPING SIDES OF CUM Ill NOT BE PARPED MONOLITHICALLY WITH RMP PERPENDICULAR ALOOF OR BY MING FERN IRE CONSTFUCT$,DI N NT WDN REQUIRED BADS. 4. IF RNP FLUOR IS PRECAST IKKES "T BE PROVIDED FOR DOWEL EMS SO TINT ADJOHNC RMEO SEES CM BE CAST N RACE AFTER KACEWENT OF PRECAST RMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. �yW1�1A WN 5. IECURED BARS METOTO BE NO.5 % B" RACED T CENTER TO CENTER &ONG BOTH CQXCREmTE COVER II�SRMi RCgi.ID)-OEPTI OF RMP FLOOR. YNVJY I21 MMl 0. M BNCLLURB UDED IN PAYMENT FOR CURB II CURB NO OUTTERTO CURB AMPS TYPE B T. CURB E ENGINEER. IRE TOY LOCATED As SHOWN ON THE FILMS OR FS DIRECTED PARALLEL BY THE EXMEEB TIET ME TO BE PROVIDED AT F A HI CTENS NEIEYER CR MU5A CUB REG WITHIN THE WHET OF WAY OF A HIGHWAY FlhCLITY OROSCES S CURB REGNDI MUST OF LOCATED 9DEWALt IS EMITTING. PROPOSED. OR NJKxI$TEM. THEY WST BE LOCATED WHIM FEDESiRINI SHOSSWN T AS SHOWN ON RN6 OR M DIRECTED BY THE ZrI EER N81 SHOULD NOT BE LOCATED BEHIND VEHICLE STOP I11E5 COSTNC LDH� POLES. O ES FUSE .,,,�yAl HYORMRS.ONOP MEETS. ETC. ACCESDBLE RWTES PROVIDE A CONINUWS `�� UD851RIICTEO STIBE I% MD SLP RESLSTIHT FATX WMECTNO NL 11H LiAI`: IOCESSIBIE ELEMENTS OF n FACILITY THAT CM BE APPROACHED, ENTEIED .E MD USED BY PEDESTNMIS. S. RAPS ANY BE PLACED ON RACAL OR TM'GENTIM. SECTMS PROVEED THAT yMN AT A,• 2•, ,EOIER TXMI WE CURS OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE SF PAVEMENT WAT TK SLOPE AT THE CONNECTON OF THE CURB OPENING N PERPEN SLO i0 THE CUM. AT.Y.Y ,SHE M TOP OF CURB B. TYRE LRETE SIDE NK IS 4q•'� C1RKT5. y0/NE TXDEP E TR RMIMLIINOT TYPE C meF°HFIC. EFERTTO si Dino CG- cIXMMERolkMiNWINCC E (WAVYT PARALLEL & PERPENDICULAR TRACK TRNFl FOR CO STE MR. 10. WHEN CUM RMPS ME USED INCONU UNCTIONRH WA SHARED USE PAM TIE MIN" WIDTH SHALL BE THE WIDTH OF THE SH RED ME PATH to - 2.4" TRUNCATED COME 00 DD DIED OEEQ EE 0000000000000 f 1� 000000000000000}}�� cell 00000000 O O D D O Ca b 000000•0MIIY0.Y000 D O O 0.2„ SOX OF SE DIETER 0000000000000000D 1 ER I 00000000000000 OaM4VMM E S PAY TRUNCATED DOME EIW DETAIL DETECTABLE WARNING DETAILSHEETIOF 4 CG-12 DETECTABLE WARNING SURFACE GENERAL NOTES az p2,gg VIRGINIA DEPARTMENT OF TRMSPORTATION ECG-12 GENERAL NOTES C12 Not To Scale *5 MUSE LOUD A ISSELE AT 12• C-C WHSTRUCTKN g, NL JdM n MM EU M. 11 Ez y °j B RMP ISEE TISLEI SEETRUSHEET 1 OF 4 A YE MEET 1 q' 4 FM DEEMS SKIFEV-OY My TO SSA M FA OF ROMwar dllre BUCK OF CLIMB b 20.1 4 W, SECTION A -A FAMSSBIE CONSTRC1gN JOIST SECTION B-B NOTE- FOR GEIERM MGM ON THE DETECTMLE WMMG SURFACE. YE SHEET 1 OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRIME X PERCENT MNEIM RMP LENGTH IN FEET 4" CLIMB B" CURB Q a e 1 5 Z e B 3 8 9 4 B 2 5 D u 6 N 15 6 MG OTMG 0 t U� -D y CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE: THE REQUIRED LENGTH OF A PMMLEL RMP 6 LONTED TO 15 FEET. REOMDLESS OF THE SHEET 3 OF 4 °�" CG-12 DETECTABLE WARNING SURFACE o, TYPE B (PARALLEL) APPLICATION R Y 7X VIM IA DEPARTMENT Of TRMSPCRTATION 5�CG-12 DETECTABLE WARNING TYPE B C12 )Not To Scale 41 611 P. Ii. 41611 6" Wooden Fence Board 4' x 4' Steel Columns for Gates 7 r II 4' 6" x 6' 6" Treated Wooden 0 Gate finish to match buildings 2" x 4" Rail (typ) Concrete Pad DUMPSTER PAD ENCLOSURE s DUMPSTER PAD DETAILS C12 Not To Scale I Ate, I PERMISSIBLE COMMIT. 5'uW. pM I I a AEA SHEET DONS SEE SHE ET ET taP a FOR DETMLs TANGENT PLAN srD. x-z z'-r s•-o•• cnosswALK SUCH oP 12 : TYPICAL PLACEMENT zo •1 AT INTERSECTION WITH BUFFER STRIP SECTION A -A THE SELECTION OF CURD TYPE MD THE CONFIGURATION OF THE UDUTY STRIP IMY VMY TO WEST EIASTNG FIELD CONDITIONS MO ROADWAY GEOMETRIES RWVONO WE MICRONS MD SIXES ME M NOTED. NOTE: FEW FdNERM. NOTES ON WE DETECTABLE Wl SUBUl SEE SHEET 1 OF A PARALLEL APPLICATION TYPE C & PERPENDICULAR ROADWAY ONCE IN PERCENT MINIMUM RMP LENGTH IN FEET 0" CLIMB B" CLIMB C I 5 2 ] 5 3 J e a ♦ a S S D e N T D 5 B LS 15 AT M.Z" XIGIER TXM AmT Y FBPNELMNTCP OF LUPB MS CMBFEO IPMMUEL L PERPENDCMMICESIW FOR MTERATICHS CM BE USED WITH AWOIMG BUFFER STRIP. !LANDING AT BOTTOM OF TWO SLOPING SALES MITIBUT. X 60" MN. DILENSpNS. THE SORT PEIPEIIXCIAM RUN TO THE STREET CM BE PROTECTED BY A LADSCMED SETBACK OR CONNECTED TO THE SIDEWALK WDH A WARPED SURFACE. NOTE WE REQUIRED LENGTH OF A PMKUEL RMP IS LIMITED TO 15 FEET, REGMCNI OF THE SLOPE. CG-12 DETECTABLE WARNING SURFACE REV. 7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION ADS i _7 VIRGINIA MPMTIENT OF TRMSPORTMICH ECG-12 DETECTABLE WARNING TYPE C C12 Not To Scale CG ,I A >o STREET APPROADH SME SUEUCINC OADUS TO BE M C GENERAL NOTES M MMLN ROADWAY '-SEE NOTE 31 SHOWN ON 0.MS1 R L WHEN 1A0 N CCMAINCTIM WITH STMDMD CG-] i( -------�- -, ISHOW ON RBI 9(iOJIjSiE0 Td0'WMAIWETK MOWTSIAE C�VR9 TO CO-i [F CO-0 L CO NCURATNN. 2, SEE STAOMD CG-12 FOR CURB RMP DESIGN TO BE SMWMN lSI USED WITH THIS STMOMO. YEMX r I NOTE 51 W+AYCD SPICE 3. MNKN PAVCMCM SHILL BE CONSTRUCTED TO ME E WW LIE (EXCEPT MY yAGRME STMLULATION �MISHN --� i EIDMSM REQUIRED FOR MMLNE PAVEMENT WHICH CM BE OMITTED N THE EHIR NCE.) I` JOFII 4, RMNL MRB OR COMBNATM UPS MO BITTER NOTE; WIDTH "W' I' O" OR M I,y MNILFE ROFOWAY S' OR THE R/W UN EXCEPT FFORSERE9MECONSTRUCTED PURPOSES ATM YCTEN. AER PLAN VIEW ENTRANCE NOTES S. WHEN THE ENTRANCE RAGA CANNOT KCOYMOOATE THE TBNND REWNEUENIS OF MTCPATEO HEAVY TRIP{ Ml ROFDMAY SLOPE WI PMMpLE CURVE RENTRMLE ONLY) TRMFC, THE OEPTN FOR SNEWMN L CUSS RAPS WrtM THEIYTS OF THE RFpSHOULO BE IHCREMEO TO T'. AYE GC-Ul WS uM. D " iONI6 sioVW LYEON SLOPE CNRK.E ® - .--- o S. PLMS ME TD IMRCATE WHEN CONSTRUCTION LE A FLOW _ _ _ _ ISEE NANLN ROADWAY _ NOTE 7) I!E R REQUIRED TO PROVIDE PMTNE ORAICIDE ACROSS THE EMRMCE, $S YM. ® _ _ - _ 0 7. THE DICURM E AND MUN IY CNTRMRCE BBCE CxANCES SLOPE CXMOE 0 `D' ME LISTED N THE MLOWMLE ENIRMCE GRAM TMLE. THEY V/LIES ME NOT MPLONN.E TO STREET CONNECTIONS. 5LW 20 MINIMUM FEW COYYERBIL ENRUANCE INTERSECTION NOTES B- WHEN CC-114 USED FOR STREET CONNECTIONS. THE ® CONSTRUCT CRONE CNMYS WITH A PMMISLIC CURVE. CORRECTION MUST BE DESIGNED N K.COEMM WITH MSNTO PCLEY MO 1K M ICMLE REQUIREMENTS - OF THE VODT RZ DESIGN NMUM. MLI.OM STOPPING SECTION A A SIGHT DSTMCE ME K VALUE REGLwEMENTs. 9. OPTONM FLOWLNE NAY REQUIRE W. OF A UTTER TO P PORTION OF BITTER TO PROVIDE POSITrvE ORMNME PATIOS THE GBGM ALLOWABLE ENTRANCE GRADE CHANGES CONLRETF � ' SECTION C-C ENTRMCE VOLUME GRIME CHANCE 0 CESWIBLf uMIu.M HOAR uOE 1HM 15C0 VPD 0 S J x MfOUu SOO�RM VW sax 6x Low Ius THAN Soo vwo sax ex NOTE, ALLOWABLE MRNE. EMRMICF BRIDE RA9.E rs xOr TO STREET COIECTICNC SPECIFICATION VCII "6E METHOD OF TREATMENT NOAD uD BIFWE sTMIDMOs b2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) I Al DATE SNET I OF It GtN DEPARTMENT DEPARTXT OF TRANSPoRTATEH 2D3.N s 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. 0� 0� 0� 0� 000�0� 0�0 4" COMPACTED VDOT #21A COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED s�DUMPSTER PAD DETAIL 475 470 465 - - - - - - --- 460 455 450 4105+00 10+50 11+00 11+50 12+00 12+50 9 )SIGHT DISTANCE PROFILE - ROAD A & OLD LYNCHBURG RD �n C12 Scale: Horiz. 1"=30' Vert. 1"=10' 475 470 465 460 455 g450 3+ 10045 18 iS 2 2C _1 2C _1 _ KI-6 II YAHRINIi Z / TENANT 1 TENANT 2 BFE#2 CC } 2,298 SF 2,039 SF c N G FIFE 454.00 FIFE 454.00 FFE#1 B N) Z j / FFE�3 E Ou CD C } MAX. HE \ / F z EW V 14' RAMP W. 6.0' CON C. SIDEWALK (TYP.) EASEMEN EW V.W.B ACCEY �I e ��C M w ACCE HANDRAIElf L _ ` R50.0' / EASE T ' OVERHANG TYP. E 4.0 ` , A O iof z 2' V y , A D o i 6CP 0• % p I I 2� O is 'O. Ols Ols 17-89 ID a, 22.2' 8 04' a PENALTY . v' " �� . o _ . $100 - $500 FINE 2D.D' 9'o TOW -AWAY ZONE m (To be mounted below M 6' PLANTING STRIP 5'. C Ci SIDEWALK, T.' accessibility parking sign) J NEW V.W. ACCESS EASEMENT R60.0' 10 HANDICAP PARKING SIGN DETAILS 1 C12 Not To Scale S. SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH 115140 WB-50 AUTO -TURN ENTRY CHROTTST. 434.22T.COM CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM C12 1:30 I f1 op O� G1 D A-STAIRA_ X ' u IN IMP a ELEVATOR Lic. N 45 83 N J SIONAL V- _T _ m SELF-STOR N m j RETAIL RETAIL 20'98BFE#f FINAL SITE DEVELOPMENT PLAN �CC TENANT 1 TENANT 2 BFE#: N < I } FIFE 454.00 FIFE 454.00 FFE#' FFE#: ALBEMARLE N 4 } FFE#. 191 / MAX. H BUSINESS CAMPUS: } 6.0' CONC SIDEWALK (TYP.) EA EVE BLOCK 5 EW V 14' RAMP W. w ACCE HANDRAIL -- \ R50.0' / EASE T - - 4 0 _ 2' OVERHANG TYP. ALBEMARLE COUNTY, VIRGINIA p ` 2 v = SUBMISSION: \CID eo 2020.10.05 [INITIAL SDP] D oKE" ACK O 2c o ,O. O O REVISION: 2020.10.26 [PRELIMINARY ARB] 2020.12.21[FINAL ARE] - •- H�%` "MOUNTABLE ® 2021.03.22 [FINAL SDP] CURB (CG-3) �0.9 2021.04.05[ACSA] a 20.0' Of I / 11 83' g 2021.04.13[FINAL ARE] 26.0' O R 2021.04.26 [ACSA, BID SET] m 6' PLANTING STRI 2021.05.14[WOT,ACSA] ? C Q NCi SIDEWALK, 2021.05.19 [COUNTY COMMENTS] J o NEW V.W. ACCESS EASEMENT R60.0' FILE NO. 18.004 11 a' LANDSCAPE & SITE DETAILS 12 )WB-50 AUTO -TURN EXIT C12 1:30 C12 /Not To Scale C12 36"MIN 24' 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE HALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG. S-3 ACSA: SEWER PIPE INSTALLATION (TYP.) NOT TO SCALE Face of Gun Invert Line Rtft3in t8in R t ft 6 Y>, • rl• /I • .. _ •. J_ X N. ___________W____! - - Builders Option: Area may be concrete /1 Bottom of curb may followslope / sub -base provided a minimum I tttttttttttNlllll������ �_ of 7 inches is maintained. Lr Iftom 2ft0in Rolltop Curb 2 )VDOT: CG-7 (ROLL TOP CURB C13)NOT TO SCALE CH.. C� BOTH BF ENTRANCE d EXISTING MI PROPOSED SDI OR SIDEWALK SPACEEWMSgx .P.Ixi o W F F EXPA90H JOMI w 1 o .M1 WRB INCLUDED IN ENTRANCE GUTTER 1. a f (y o ROW LINE UL' EXPANSION JOINT ENTRANCE WIDTH 'XYS a ABSOLUTENIN I' EWE Cf PAVEMENT ENT) RAHa uMrs CI PEG. W/ uMlrs DF PEG. ACCESS ROVTE FI ACCESS RDVTE® VWAVED SPACE NOxTRAVERBIBLE .�' VWAVED SPACE PEDESTRIAN ACCESS ROUTE DETAIL a01I ssxT-aFPoAY IS RE 0 F THE Llurts OF PEDESTRIAN ILCEBs ROUTE Ekif. BEYOND EXISTING OR PROPOSED VWi R T-OF WAY. TI: ®PEDfsTMAN c PRV EA us °x'°.IA. n. NCBSTRLCTED, STIB.E. FIRM 0 SLIP RESISiONi 4S4 Qeq.00 PATH COMfCTING ALL *ACCESSIBLE ELEMENTS OF A x FAdurY THAT CAN BE APPROACHED. ENTEREO ME USED BY PECESTRVAS F ACCESS ROUTE IS ADJACENT G EWER OF CURB. MINIMUM WIDTH SHOULD BE W. SECTION F-F ilFIF PROFIT AN !GOAS: 'eT OU'VOIIHIRIF,STERMA,2X PRESS SW, HALF PLAN C •'Y .'; WHEN USED IN CONJUNCTION WITH 5THOARE CGI OR CC -].THE CURB FK'E ON 110.E STANBAGO Is TO BE ADJUSTED TO MATCH MOUNTABLE WRB CONFIGURATION.i:969eo4 THE ' e4o P�NLPVEIC SECTION E E �MC`pN�J NORMALGUTTER > W - i ' I: TO E. CHANGE Y4vVvbe Pv'• 69 Y4 - 6" A4W.BME TYPE I SIDE 2H R uAxa A IZY DOPE POINT OF GRACE CWWCE FOR CUR® .MOD GUTTER ONLY a Pe.•o4e4a b Ax CUR Tl re sISUIT Am 12 Y NAgMUM INCREASE IN SLOPE AT MMWUM 10' INTERVALS CVNCVRRTNnY SECTION D-D SECTION C-C i i X 3 %NMIwM DECREASE Ix SLOPE FOR FIRST VHTERVIL exD B X u=WMI DECREASE FOR SUCCEEDING MINIMUM M' HTEAVKS sPEOERENCDx REFERENDE STANDARD ENTRANCE GUTTER �VDOT RDAC ND exDGE slANDADs (FOR USE WITH UNPAVED SPACE BETWEEN CURB 5 SIDEWALK) 1RYIsnx DnTE sxEET I aF I 3Dz VHMNIA DEPARTMENT OF TRANSPORTATION DI/p VDOT: CG-9 DRIVEWAY APRON NUI IU SCALE SHAPE T( CONT OF APPEE /i SLOPE TTOOr AIAEN TO INVERT SECTION A -A PPE DIITAMETEFSWIVHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF PIPES ME ENCOUNTERED, e NOTES: SHMING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF $LOPE TO MAN TO NYERT ON STRUCTURE. S // WRET RRi MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A / e CLASSPORTLAND CEMENT CONCRETE F O CONFORMING TO CLASS BE OR MAY BE UP i0 4" IN DIAMETER AND CONSIST ON STONE BROKEN BRCK, UP TO V EXCEPT THAT 25R OF COARSE )TOW BROKEN / • . r M BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEALS OF HAND TROWELLING. NOW I :. •: OF THE COPSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF INVERT SHARING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET 15 TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES 11 STANDARD METHOD OF SHAPING SPECIFICATION ROAD AN�BRI0�5 STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REWSON DATE 301 OB.OB VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT: STD. METHOD OF SHAPING MANHOLE & INLET INVERTS NOT TO SCALE DI-7, 7A 7B DETAILS OF CONCRETE COVER AND GRATE I'B DETAILS OF GUTTER AND 51 OR MO. u IN STEEL BM a 7.6E NOTES METHOD OF PLACEMENT I.M./M.I.M./M. (IASTM *15.15.15, GRADE 60. 1. ORATE A S TO BE M LLY IN -MATE LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAFFIC. FlD 1. DI-] NO GUTTERS. 2. GRATE B IS TO BE UTILIZED N DI-7A GU GUTTER IN ONE DIRECTION. LOCATIONS NORMALLY DI-]B GUTTER IN BOTH DIRECTIONS. ,,,...11IFFFTT��I������` SUBJECT TO TRAPFIC. -' 2. JOINTS BETWEEN GUTTERS AND CONCRETE COVER 3. FORMA DETAILS E LOAD CARt1'NG ME i0 BE DOWELED WITH N % B" SMOOTH �y: pX SI4•E L2"XY'%jj GRATE (GRATE B), SEE T-q-], RODS a APPROX. 12" C-C TO PREVENT SET1IE- CGlECTONM L2yt SHEET D3.08. WENT. IN LIEU OF DOWELS A 2" X 4" NOT Y 4. CONCRETE COVER AND GRATE BE PROVIDED. DETAIL A ME TO BE FURNISHED AS A SEE STANDARD T-01-3, 4 ALTERNATE DESIGN. GRATE TYRE SINGE WIT. OUTSIDE 3. VARIABLE 2NOR FLATTER. �B I OR ■ ASKS'-0• BARS DIYENSMNS OF GIATE TO PLAN VIEW (FROM ELMS) (12 REO'D.) OR 3' 4" % 2' 11/E•' (GRATE B). 4. DITCH GRADE MUST ff ADJUSTED TO MEET DEFERENCE N ELEVATION. SEE LONORTUDI SEE DETAL N 5. ALTERNATE METHODS OF SECTION. ANCHORING ANGLE IRON MOLL BE 5. F DEPTH OI BECOMES LESS TEEN 4" LENGTH ENGINEER. OF 3/ ACCEPTABLE IF APPROVED BY THE 6Y THE ENGINEER. ME ETRO BE EXTENDED AS CNECTM • SECTION A -A SECTION B- S. CRATE AND COLLAR ME TO BE 8, CURTAIN WALL TO BE LOCATED AT TIE END OF GRATE A GALVANIZED. THE PAVED DITCH SECTIONS OF THE O-7A L 7. CONCRETE COVER MAY BE U-78 THAT ARE NOT ABUTTED BY OTHER BAR SPACING CHANT DRAINAGE. APPIROXIMATE OUANTITES pLQBDN PRECAST OR CAST N NMI. AlE ]. F NORMAL ADJUSTED G GRAPE S T00 FLAT TO ALLOW CONCRETE lEI STEEL G TTPE A B 8. CONCRETE 40 BE CLASS AT IF CAST FOR ADJUSTED WILL F INLET A N PLAINS. CLASS N STEEL IN PLACE. 4000 PSI IF PRECAST. 0.423 C. Y. 83 LBS. E 3• CUTTER DETAIL WILL BE REWIRED ON ALAS. DITCH FLOW. = I r- I T. 9. GRATE BAPS TO BE PARALLEL TO 2'ro 1.0° DTjraET 2Ap" �. D" i �.D �r 7 D� SECTION A -A SEE NOTE E NOTE J + SEE NOTE 3 T SEE NOTE qq ''S•• Get BOTH SLOPES FLAT ONE MERMEMEOAOPE lW t INLET OITCII "1 I INLET Oi X GUTTER GRAPE BACK LP BERM IC TO BE PROVIDED • J D - D I ADJJSrm ro MEET AS DIRECTED BY THE 1 8 T HET ELEVATKN ENGINEER (DI -]A ONLY). AN TYPICAL ELEVATION SEE NOTE 3 SEE N0� f "icn GR� SEE NOTE { SEE NOTE 3 n OR RATTER orE STEEP SLOPE -ONE RAT SLOPE BOTH SLOPES STEEP /PPIRO%MATE WANnTES APPROXIMATE U QUANTITY FOR ONE CURTAIN WALL, LONGINLET I SECTION MEASURED FROM BOTTOM OF CUTTER CONCRETE q-7 DI-7A q-70 (WOVE INLET IS LOCATED CLASS AS MOVE NORMAL DITCH GRADE) CONCRETE CLASS A3 0.241 W. YDS. (W. Y03.1 NONE 1.2R 2.148 SEE NOTE 8. �v/ppT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD MEDIAN DROP INLET REFERENCE R SHEET OF 3 REVISION DATE 12" TO 42" PIPE 241 104.2z3 VIRGINIA DEPARTMENT OF TRANSPORTATION 503 5 VDOT: STD. MEDIAN DROP INLET (DI-7) C13 NOT TO SCALE W 1 IT COVER A L ' ❑ ❑ O)NI ONDITONS 0❑❑❑❑A ;❑❑❑❑ ❑❑ A LETTERING ❑ w.OPTIMA. ❑❑ ❑❑❑" 3 NIz N ❑ ❑ DD �' COWER%W LEST t i` a, PLAN TOP A�4(-Y Lf SECTION A -A i WCHNfO 24w4" DIAL r COVER B 227"DA Q -O TRAFFIC F-VD. CONDITIONS MACHINED A'�.❑❑;Q❑T NK a: A f CIOO❑�.�F❑'T RQ'11R A y 1 20- DIA y4 R F � 0. 0.1J♦r _TL•.•JI A J 1 LETTERING ' ( LJ LJ ovTaNA 1 ❑ n.q a' 110, r 1L-J1� ❑ b O ❑ , V ADD OR. WENGNT NIi ❑� COVER 105 LBS. ± YA FRAME TOP OTHER COVER A OR B MAY BE USED WITH FRAME. AP4PRD22" BRAD COVER x170 I.M. ± IGHT+ y1�-:y��F 1Xa IL�•�,NI ILµ 'M t MACHINED •� uA "'• SECTION A -A SHEET 1 ON 5 Tl_,IT L1°1 STANDARD MANHOLE FRAME AND COVER 224 xy MINERVA DEPARTMENT OF TRANSPORTATION REV. )/02 D8.04 �VDOT: STD MH FRAME & COVER MH FRAME & COVER C13 NOT TO SCALE CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS AT IF CAST N RACE, PDOO PSI IF PRECAST. 3. coNSWATION CURB b GUTTER HAVING A RMORM OF 3G0 FEET OR LESS (ALONG FACE OF WITS) SHN1 BE PAD FOR As RADIAL COMBINATION CURB b GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER. THE BOTTOM OF THE CURB AND GUTTER ?* SU CONSTRUCTED ARALLEL TOBASE COURSES THE TO TIE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CGI 15 BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 1' Y' R OF THE MOOT ROAD DESIGN MANUAL. ' I W' W fl:p .A .A .A .A .A A D. D M D W D W D G. 2'1 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE $LOPE OF BUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MNNTANED. "" "x COMBINATION 6" CURB & GUTTER Ve REV. B/OB VIRGINIA DEPARTMENT OF TRANSPORTATION 2p1 p3 DI-3A 3B, 3C EXPI VDOT: CG-6 NUI IU KALE EXPANSION KEYED CONET . BAPS DINT BM G BAR AM 1 I I 1 T_p•• 3._p.. 6'IAN, PLAN SECTION A -A MIN 10'MA%. [--AL-VARIABLE - MUM. 20' r-KEYED COMET, MINT T-10" 2" WARPED 21�U-0". a•• 2•_6•• �B B•• }•_0• 2 CUTTER APPROACH i-I GE BAPS A GUNNER MCI BARS G _I 0 BAPS F BAPS E L� B iv *3"DIMBARS N BARS E = WEEP HOLE FRONT ELEVATION BMs F B° r-s•• s•• BAPS e - - - (GUTTER REMOVED) sxyN•• BENT*TE = SECTION B-B B•• TYPE A xOSE DETAIL SHALL BE USED wrrx CG-3 b CG L2%z X2/¢ .XIS.. TYPE B NOSE DETAL SHALL BE USED WITH CG-2 b CG-6 STANDARDS. GALVANIZED TYPE A TYPE B TO X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON MANGLE OF AR•30' i0 ANGLE IRON AT 2-C-C. WELDED AND IS TO BE ANCHORED WITH /z• x 4•• STUD STEM NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C. 2 APR. PAVEMENT -. WATBED PAVEMENT 01-3A � L� DI-38 L - q-3C � F^Ow iLOW now I 1 I I DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \VDOT SPECIFICATION ROM AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' z}} 104.09 05/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 8 VDOT: STD CURB DROP INLET (DI-3130I-3C) C1 3 NOT TO SCALE DI-2A 29, 2C EXISTING OR PROPOSED SIDEWALK. SEE NOTE )S EXPANSION JOINT BAN( OF SIDEWALK EXPANSON JOINT I A rBw CIS-C la F�C I- OF CUI �I II CONTROL- B. laC PLAN VIEW L.A _ g. CALV BARS A-1 a 10'• CH BARS 6 a WC-C BAPS C a e" CHO BAR$ A 0 IV C-C SECTION B-B COLLAR ]]]]R BALK A-1 L 2Vf'x2A I/4" L-VPIRIABIE-MAx. 20' I G'AL APOPE CH ro 5" 2'.2•' '. 8" J'-0" n - SURFACE CALV. WGX12 - Wqn A 3._.Cl GALVANIZED MO 5 X 12 I -_ 1 j - 4 •BLAB E RIRPED SECTION D-D 1 L _ _ - _ F a B.- C-C WELD �� I // �� 2" MACV J" ROASTER B p/A7/\J` J//Aw'y1 B E a6" C-1 .� .. CAN.-irq wEID AL wEET NM-E CAL SEE NOTE a '/E° % ♦" CONNECTOR STEM SECTION C-C CONNECTOR B cWLMDMIR. FRONT ELEVATION GWHEN ELSE TO 1" WHEN Is USED SECTION E-E O 2B WITH MEDIEDE ANS. WARPED GLITTER BANS A-1 APPROACH GUTTER 1 T I 1 FLOW - WEEPMULE 5" x/•, 11 ,• L 2w+"YIN/.^%W" GE <F o BAPS A-1 r ATE B BE"i PL,TES O�HVVIIHHZ2EEOD - - a BARS BARS D" C-C SUFACE ip fOR VSE ON GRADES BARS e . L/ K4" SEND ' V. C-C a ](fM CONK. 01-2C 1- ` �i BARS F F C C 1A4'. WELDED TO ARGIL = 111 - IRON a 3'C-C L-R,, B ST = I RISw _ WENOTE 5 SE NOSE DETAILS TYPE A NORETAIL SHALL BE USED WITH CG-7 STANDARD. I TYPE B MOSE DETAILSHALLBE USED WIN OCHS STANDARD. GAVAHZEO RATE FOR TYPE A TO BE BEfiT ON AN ARGUE FOR USE IN SAGS SECTION A -A OF 69.30•AD AN IS TO BE CHORED WTH'/2%4" STUD BOTH SIDES TO BE SYOn EI A_ FOR STEP DETAILS SEE STD. ST-I. sHEM CONNECTORS WEWEO TO FENi PLATE Al ROAD AND earSTANDARDS STANDARD CURB DROP INLET REFEREEINGE" 11 SHEET I OF 2 REMSION DATE 12" - 24" PIPE; MAXIMUM DEPTH (IT) - 9' 233 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 312 VDOT: STD. CURB DROP INLET (DI-2A) NOT TO SCALE s,E STANDARAD SL-I FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE; 1 THE TOP OF MASONRY IS TO BE LEFT FRAME b COVER SUFFICIENTLY LOW. TO PERMIT PROPER L ADJUSTMENT OF COVER A1U FRAME TO GRADE BY TIRE USE OF MORTAR OR =PC BRICK AS DIRECTED BY THE ENGINEER. DI_D„ L sMlo '• 6" c U RAT ALAS TOP AS DETAILED ON STANDARD T-W-2 MAY 8) r° SUBSTITUTED FOR TAPERED SECTION WHEN APPROVED BY - •'•. THE ENGINEER. ST-D. ST-I Ar 'z. .. SW A 45• HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES; t QUANTITIES SHOWN ME FOR MANHOLE WITHOUT PIPES. THE ANDREW DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE OUANnnES. 2 A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3, INCREMENTS TO BE ALLEN FOR EACH ADDITIONAL FOOT OF DEPTH, 4. MATERIALS MAY BE BRICK. CONCNETE ON APPROVED CONCRETE MANHOLE BLOCK 5. IF BLOCKS ME USED THE MAI THICKNESS OF SAME IS TO BE 5- OTHER THICKNESSES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3- ]. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-% THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL To THE SHAPING IS TO BE INCLUDED IN THE BD PRCE FPR TFE STRUCTURE. SPECIFICATIONXV REFERENCEMANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRDS MDMUS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET I OF 3 041WO CO-3 • DIAMETER=4=84(2 WALL THICKNE551 SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK TABLE OF DUANRTIES DEPTH BRICK MANHOLE CONCRETE uAE BRICK CONCRETE CONCRETE FEET THOUSANDS CLI CU.YMOS 4 0., 0.785 0.765 437 1.13] 5 OJ 0.785 1.699 e O0.7855 T to LO 0.78E 222 223 a t2 0.785 2.485 9 1.4 0.785 2.747 O 1.6 0,785 3009 11 19 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 a 2.13 0.970 ..SU 15 3.1 0.9>0 4 903 1B SA 9]0 SR85 17 L0 Lp3 6.031 INCREMENT 1 0.45 0.502 VDOT: MH-1 DETAIL NOT TO SCALE a. a SEE NOTE 4 -.<'.a a 4" „ELM US A- A SURFACE ..a a GIBE A.a 11 VDOT: CG-2 01 3 NOT TO SCALE 2" IT CG-2 NOTES; 1. THIS ITEM MAY BE PRECAST OR CAST N RACE. 2. CONCRETE TO BE CLASS M F CASE N RACE, 4000 PSI IF PRECAST. 3. FACE OFMCURB) WILUBE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21• DEPTH) IN ORDER THAT THE MOTTO OF CURB ILL COINCIDE WITH THE TOP OF A COURSE OF THE P ENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO MJ151LEHT N THE PRICE BID S TO BE IMAGE FOR A DECREASE OR AN NCPEASE N DEPTH. 5.CG-2 IS TO BE USED ON ROIDgWgAWYB MEETING TIE APPEiDI%EANOFFI EWVOOBT ROOD DESIGN MAN. STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION s 2„ !-.. T, R s• ".. ° • s• sUFaE SEE GTE { \. .. L.. A. BASE 'F'.l..'. L. I I SUBBASE 12 VDOT: CG-3 C13 NOT TO SCALE NOTES; 1. THIS ITEN MAY BE PRECAST OR CAST N RICE. 2. CONCRETE TO BE CLASS A3 F CAST N PLACE, 4000 PSI IF PRECAST. 3. CUB HAVING A RADIUS OF MHO FEET OR LESS (LONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CUB. {. THE DEPTH OF CUB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) ORDER THAT THE BOTTOM OF CURB WL COINCDE H THE TOP OF A COURSE OF THE PAVE T SUBSTRUCTURE TH ERWISE THE DEPTH HIS ToBE 18" A5 SHOWN. NO ADJUSTM:NT THE PRICE RD IS TO BE MIME FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CGI IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-7 AS SOWN IN APPENDIX A OF THE MOOT ROAD DESIGN MANUAL. IS AD 6 BMPoETHCURB, T4EVTRBWSRIONTO EIS IETpD BE EEXIS`TA�9NNNGIIN HT 13'OR THE CHANGE N STAWARDS MADE AT FdGUVR OPENINGS. STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION MIT SCAN ErEmI1G 105 502 SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM rLi O MP a 45 83 /9�2(w� S�ONAL tiNG 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] 2021.05.19 [COUNTY COMMENTS] FILE NO. SITE & VDOT DETAILS C13� 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 II AD I VALVEBBOXTRAFFIC LIE) RATED 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_ - SEWER. 4 ° ° 4 12" A FILLETED INVERT FOR A SMOOTH ad TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 ACSA: TYP. MANHOLE SECTION BRANCH TIE-IN NUI IU SUALE NOTE: MIN. 60' DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSSU� USE APPROVED FLEXIBLE RUBBER w nnnr o` 61 GASKETED STOP COUPLING 27' PIPE STRAPS ° (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY a �90' RESTRAINED BEND E PLAN PROFILE MIN, 6' BEDDING WITH NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-122 TD-30 ACSA: INTERNAL DROP CONNECTION NOT TO SCALE [oMPRrSICN . 3/4' MALE PIPE COU°UNG OR APPROVE) EQUAL I' TYPE SOFT COPPER 1*0'y N07E NO sv,EATc. nmNGs -L JERVICE ' TYPE it SOFT COPPER SINGLE SERVICE NC1E 1) SADDLES SHALL BE USE: ON PVC PIPE TIE FOR USE ON ATTACHEL' SINGLE FAMILY RESICENBAL sERMCES OR DUAL RESIDENTIAL ANO IRRIGATION SERVICES �2. R I' COMPRESSION . 3/4' MALE'RE CGJPUNG CA APPROVED EWAL FOA USE UN UETACHE'd 9Nf%E FAMILY UE5 VC TAL SERVICE WERE AN IRRIGATION METER 15 NCT PRCVICEP CAST IRON UP. FINISHED GRADE // IK MARHALL BOX i�A w rl 3R' MLOU N f.UPf{h ;a DEW: COUPLING s, •� '--<ORPORAIION STOP `''!_ y'•%M�'A' t-;r�"'• NEBRICKCESSARY A 'i�l�r�1: NECESSARY SAND OR DUST ,HIDER =`�-'�� 4' OIAAEIER GRAIN PPE 12' nox AND SETIEF t2-INCM 4_1 . LONG SHONE POCKET. VDOT MINML.N Mtl[NES51 �TLL1,�.aY� SPEC. 20& NO. 57 Afi3cEGATE ...... .o•:::K .....z TYPICAL SERVICE LATERAL INSTALLATION (5/8'T & 1" METERS) NTS FIG. W-6A TD-10 CSA: TYP. SERVICE LATERAL INSTALLATION NUI IU SUALE wK•z lORs mi1.7_111Is]00•r." Ir0l IN ION Izy [cm Kell] 0u1aIus]00 r_1Ir0NIEll INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 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�i11PP►■�NlIX.� 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". -m 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / ■lI110081010 2' MIN I I SALT TREATED FINISHED GROUND 2 x 4 MARKER R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 ACSA: SEWER LATERAL CONNECTION NUI IU SCALE NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. Al LENGTH OF BRANCH VARIES 6' MIN wl 2' TO 10' (270') 22 VALVE BOX 7 CU. FT. lr #68 STONE[ 6' GATE '` •> VALVE ' 8" X 6" TEE 250E P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I� IN MP a Lic. N 45183 $" /912f 4 SlnMAI tiNJ 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 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] 2021.05.19 [COUNTY COMMENTS] FILE NO. ACSA DETAILS 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"N16" AND 4"x8"x16" Nvi" SOLID CONCRETE BLOCKS CENTER W/RISER 2WPDYO(GHOUSE 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 IIIII IIIIIII III III IIII III III IIII III III IIIIII,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 N.T.S FIG. S-1-Ai LD-26 ACSA: TYPICAL MH BASE - DOGHOUSE NOT TO SCALE Vll TE 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 FINISHES GRADE ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID let is. GATE VALVE HUNTCO .ne,e u.a�n�eMh� messal22e,7m-ame,GHanka- •.e POveldB Blntl areTllecNol YleM1mLTYg¢ x"XS2742m55 e�Hunlcp.Cpm "and Cs. 97A1WE5 ce'9ao. revnw ®Huntaosual 0170 x 2 THE STAPLE the evercomlLook " style bike rack IS Pod Code approvetl. Lockk it it up! CONSTRUCTION/ MATERIAL OPTIONS e 2- Bah. 40 1 Stem Pipe (mown) o z"2-Equal Steel Temp (PlpeauXelinal 5/8"x21/2'SIeN FIa1 BaI(Plpecutler -.0 -El eel Flsurou(Vice sss DIMENSIONS -5.5'WMh -tie xeiom o Custom Slv Ini®hptenoth MOUNTING OPTIONS ❑ Hanpe Mount(Shown) (6).W hiouMlnp Holes ❑ 1n Geound 11"Lp Extension PINISN OPTIONS ❑ MUMiniR.Meal to SOHn Flnlm ❑ NOlgpped Galvanized ❑ Pewdas C"anng • ❑ fiml,ompmcrmling s ADDmoNALOWIONS ❑ RanO•Cowr(awnahlaat a 00nlonplcwlonlouna plpeanl» SOLAGETubling 8 1�11T au RECOMMENDED LAYOUT -.even NwNNwN NOTES: Tiol ISID' S Mlnlmum$IDd1p m Recammeme6 Beal - MatMadulW InM PDCMCNMIwMI PROVIDE (2) "THE STAPLE" RACKS OR EQUIVALENT FOR A TOTAL OF 4 SPACES. BIKE RACK DETAIL C15 /NOT TO SCALE 3.5" BM-25.OA ASPHALT BASE COURSE 0000000000000, 00a0a00000000 6" COMPACTED VDOT #21A 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 000I0II0II0I0I-0III-0I0 000000I I 6" VDOT #21A BASESTONE I -I- COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 6 ATYPICAL PAVEMENT SECTION C1 5 NOT TO SCALE 1. Eagle Be PICP Systems auommodate a wide variety of B. 'BLS malts -purpose Permeable Pavement enhances land -use nmmwata menegementobjectivea due to Bedbiityof planning and hands To more efficient use ofandlable lend for Pavement Design, Storage Q-a ty Capeddes, and Water greater emnoac value, espedallyin high -density urban areas. 25DD IJ. .l t - +y QyldityTaeaDnent- UtLBzingthesmmge opacityofthe PICPSystembelowthe CONCRETE '.6 - pavemmtweatsng sudazs, AS opposed m above ground statage THRUST BLOCK ° 2 yt 2 BEARING ARE? 2. R11mRreduction ofupm10D96, depending on project ponds or the deep excevaton requited by below grade confined . 4 design parametms. ep..yareme, accomplishes thin goal G. 3. Provides both Chawd Pmtxtion and Flood Mitigation. 9. May dxtense project coos by reducing or eliminating dvimge and ret t n/detmtion sy.m . lI Q / f / _ - 4. Ala d : •.a gmuodw W r l.,ge with improved Water (I Aty. 5. Allows for retention and Seel ofsmrmwaw fur possible 1 . tempo memo Rod lower Mmapal m State utility %der ry L u 0 m Q C - = - _ reuse for irdgationosorher non -potable applindons. emrmsvata fors. 6. Reduces -pant-source pollun N in smtmwate, thereby 11. Solar Rellecuvity Index compliance will red=heat island i-T j _ `_• mitigating impact on eutroundiog surface waters, and may faun e(ktt and thermal loading ofsmmundsng surface and/or _ or ehw dowmstmam flooding and stream bankaosion. outflowwacere when Eagle Bays SRI-Comptimt colors are specified. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES A ^vE G?al'iE 7' MiamianaimpartRnd,n ,cm�a°ngammtwateror combined smmrwater and sewer systems through reduced 12. Aecommodams pavemmt design m provide both mechanical f peak diuhaages. smbiRty, and structural integrity for a variety ofoal6c load,, (/ including Secondary Roadways, Light Rod Heavy Duty traffic lI i rnse,;..meore. TYPICAL GATE VALVE _ NTS FIG. W-5 2 )ACSA: GATE VALVE (TYP. C15) NOT TO SCALE • Available with out signature Pemmvisim finish that produmE a --- ...... " ..".. rich color, distinctive texture, and wtcup ismnt surface 89 • Accomadates surface infiltration of a minimum of 100 inches of 3,130 cos rain per hour a • Palletized layers patterned to accomodate efficient mechanical a I1 manual installation • Full perimeter b4" joint width (meets Americans with Disabilities Act) • Hidden paver spacer bats fur maximum aesthetics • 3 q4" for commercial applications _ • Pallet includes half sizes r CROSS SECTION DETAIL TYP. NO. 8 OR NO. 9 AGGREGATE IN JOINTSIVOIDS EAGLE BAY PICPS: MINIMUM DEPTH 31G` BEDDING COURSE: DEPTH 02' NO. 57 STONE OPEN -GRADED BASE: DEPTH 4' NO. 2 OR 3 STONE SUBBASE: DEPTH OPTIONAL PERFORATED LINDERMAIN SOIL SUBGRADE - ZERO SLOPE A 44 < .. 44 A 4" - 3,000 PSI CONCRETE .4 e' 0O,,0OC,0OC,0OOC,00°0°0 4" - VDOT #21A BASESTONE OO_O_ COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION NUI IU SCALE 4" CRUSHED GRADED STONE DUST 00000000000000 4" AGGREGATE BASE FABRIC SEPARATOR, IF REQUIRED III III IIICOMPACTED SUBGRADE 8 )CLASS B TYPE 2 PATH DETAIL C15 NOT TO SCALE Z886 SPECIFICATION SHEET �G 6-11411591WIDEREVEALTRENCHDRAINSYSTEM TAG ses Dmbm A Dam f yxhes and [ Inm ]) are Subject R, Ma rta9mrp TOW an s actin Change WIMW Notee WECIMM ENGINEER 15 PESPONSIBIE FUR ttYaL'km 04rw5Ei"T AND REINFbcl BASED UPON APPLUATUN AND Lf1CAL CCE6 6} [159] 11021 alj [2C64] q [107] MIN. -I 80 [2L'32] � INVERT '11H' I 1 'A T (JJ] 4 [1021 MIN. Na ,vnalawew loons n;NSNe Ens vnw,m ENGINEERING SPECIFICATION: Zum Z880 Channels are 80' 120-12mn] long, 8-14' [t 91 w l .e,n al ana have .4 f 'Dzini throat Motlumr dlanrxb seudons aremade a 0'.. water absorte t Hgh C-Si, Polve:hylene HOPE,, Channels hate a POSSrse m chamca connection benwE channell ectmz cat w: -rn Separate during theX inaalatror antl mecnr..aay loin no R concon. surround a me loam of every 10'X „Lmm] hA', wel9h ess don 31 Its Per .+'afoot [3 B Agg ], have a smooth 1-X i . ram] a:.sed set Sex 9 bosom verb a Mann ,,,' pin SSE nI of D09 antl 75% or nelN3D'e C.:r !n,TOPE channels naYE rl'L'an c s}arlaard WseCJRifMCl1 S^..•5 Tlllal Local Channels are prw den set, standard DISC gates that bck dawn verb NtdldwN,X bars tin the dlannel ana Is ot role ded'or dyincel aFc eco nits. Zone 5-318 1137mml wine reveal Ductile Iron - icsmd Grant m 'C-mg b ASTM spea`acon A536-84 Goode 8055-08. Ductile Iran ga'e z tired crass C per d,e DIN EN1433 top load dassMraUpn Supplwd n .0' f OSmm] no ..ny en9ths wllh 12' jl3mm rode sots. and 3,4 119 al beann9 OeFNh Grate has an open area ce 28.1 sq. n pro 100.308 sq. ram Per mob] PREFIKOFFIDN _ C air=rot Eighla,N+H JensO POFA& km00PEy wFFix olmaNs 1awECpE�E�rlyd>apnyrotE PPtlmN] 3 �j511g1N�o-Nub 6M0udel -114 4(I15170 SN�liva Bomlm Oil 00 ; _-64 4[1031NG-Hub End OLEOR X U6 611 NWha Bottum WM ::li.ri. <f5N1RLdAybutuUJIMEM7Y l:IY,k�t ■d if N9 ■ 1■1LiLlf kSY ■�J �l]�� likalicawit Ifs+LfffL Ef41N.a0O !8. t �..L IfLCq■t fL- fYi{I■�']�I'Li��i ■-!3L��:IIs1YY..1■I9:gYEf1■�e,�V fit' ■a'.iYJ■ih{haYJJa■■DIInYf/J■(I�t%U1�, :�,■Drrmrir� ■ ■{■L:nr::N■us�ty� LIUMLLi � 01 NGHtlb old D.OW Fra•aGpfsn -SWG-A StMNess Steel VWe Gmm-Cl A a116 Akmm=VeTeerBv Aladeed Fla,Id SWGS Sip ResisranLSbNess Sdel Wire Gra-C1mB _S/F Ttye301smnksSFed raapp VelaaFrare Sldewri Ea(mison-p1 Hg1B .800 -DCO Erns Dopm�DecnabYs GrBe-Clad Dul NaniNCltx D•000nlYe Cale-CImc -SW -_W Sidewa/ Eneesecn-1 Ia 9, AM D1wN I.DDiiglead Dec mGrant.CLs.A 6rad0oBmsILnW Gm{udom'I rDN ENlg33) --Dan DDw2i Im-ddAYVaeGm-caaNc Sp< BbekPod Resesum EDo. 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I DAq. No. ZBBO www.a rn.com NOTE: ORDER GRATES 8601, 8602, 8603, & 8604. OUTLET W. 6" HOPE BOTTOM ADAPTER TO 90e HOPE ELBOW TO 6" HDPE DRAIN INTO STR. E6 TRENCH DRAIN DETAIL NUI IU SCALE (1o)PERMEABLE PAVERS DETAIL '\,_C15 NOT TO SCALE EC08AY" PICP SHIMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r' 0P jl�� 1IN MP a Lic. N 45183 ' 19�2(�w� 4 MAI tiN� 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] 2021.05.19 [COUNTY COMMENTS] FILE NO. SITE & ACSA DETAILS EDIBLE BAY USA 1231 Willis Road, Richmond, VA 23237 Is 800-321-9141 • commpavesaInOuglebayuu.com • Nww.eaglebayusa.com MLEUYUm 1231 Willis Evil R'nhmum, W OSP-m 1-9141• wmmwwmlGGeddwmwm•wxaealeNFlmmm C15 Page 6H-18 September 2019 September 2019 Page 6H-19 Typical Traffic Control Shoulder Closure with Barrier Operation 'gure TTC-6.2) NOTES Guidance: 1. Sign spacing should be 130W-1500' for Limited Access highways. For all other roadways, the sign spacing should be 50W-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Standard: 2. On divided highways having a median wider than 8', right and left sign assemblies shall be required. 3. Group 2 Channelizing device spacing shall be at the following: Group 2 Channelizing Device Spacing Location Spacing Speed Limit mph Location Spacing Speed Limit (mph) Location Spacing 0 JS 36 + Speed Limit (mph 0 -35 36 + 0 -35 1 36 + Transition 20' 1 40' Travelwa 40' 1 80' 1 "Construction Access 1 80' 120' `Construction access spacing may be increased to this distance, but shall not exceed one access per Y. mile. 4. The minimum length for a shoulder taper shall be 360" on Limited Access highways, and L for all other roadways (see Note 7 of TTC-5 for values of L). 5. When the barrier transition slope is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line slope. 6. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. b. Where cut slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A- 4 in Appendix A for clear zone values). d. When barrier end is inside the established clear zone, attenuator service Type I or Type II shall be used. Contact L&D Standards/Special Design Section for approved attenuators. 7. Barrier panels 8 inches in width and 12 inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and spaced on 80' centers along the parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic lens sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type B flashing light. Barrier delineators shall be installed along the traffic side of the concrete barriers. Barrier delinators shall be spaced on 20' centers along the transition or taper sections and spaced on 80' centers2 'n-between the barrier panels approximately 24 inches up from the roadway surface. Option: 8. The barrier shown in this tvnical application is an example of one method that may be used to close a shoulder of a long-term 1p oiect. 9. The RIGHT SHOULDER CLOSED (W21-5aR) sign may be eliminated from all roadways except Limited Access highways. Guidance: 10. If drivers cannot see a pull -off area beyond the closed shoulder, information regarding the length of the shoulder closure shall be provided in feet or miles, as appropriate. 11. An emergency pull -off area should be provided per Section 6G.18 and Temporary Traffic Control Figure TTC-8. 1: Revision 1— 4/1/2015 2: Revision 2 — 9/1/2019 WP-2 x BARRIER FLARE RATE Speed Limit (mph) Slope Ratio 70 22:1 65 20:1 60 19:1 55 17:1 50 16:1 45 14:1 40 13:1 35 11:1 <30 10:1 RIGHT SHOULDER CLOSED � xC! X Y�lb 2: Revision 2 — 9/1/2019 Shoulder Closure with Barrier Operation (Figure TTC-6.2) G20-2 (V) 500'± O TRAFFIC BARRIER BARRIER PANEL SEE NOTE 7 ' BARRIER DELINEATOR SEE NOTE 7 TYPE B WARNING LIGHT BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 7 O BARRIER TRANSITION 0 SLOPE RATIO SEE NOTE 5 0 FOR GROUP 2 0 DEVICE SPACING SEE SEE NOTE 3 O TYPE B 0 /� , , �ARNING LIGHT GUARDRAIL 0 SEE NOTE 6 0 W21-5aR SEE NOTE 1 W16-VP1 OPTIONAL SEE NOTE 10 SEE NOTE 1 W21-5bR SEE NOTE 1 W20-1 SHIMP ENGINEERING[ LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS 1 Q_ -------------- EXISTING SUBBASE PROPOSED SUBBASE ________________ COMPACTED SUBGRADE 1N Lic. N 45 83 CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS `cF SIONAI. ® PROPOSED MINIMUM 1 % INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 % INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. XVD= ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 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] 2021.05.19 [COUNTY COMMENTS] FILE NO. ffso 11A MAINTENANCE OF TRAFFIC C16