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HomeMy WebLinkAboutSDP202000063 Plan - Revision 2023-03-14FINAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK Ll PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY - - - - INDEX CONTOUR INTERVAL CONTOUR 311.5 x� SPOT ELEVATION 311.5 TC x TOP OF CURB ELEVATION 311.5 TW x TOP OF WALL ELEVATION 311.5 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 m GUY WIRE OHU OHU OVERHEAD UTILITY Ucu UGU UNDERGROUND UTILITY STORM 'tm „/ STORM MANHOLE q i-a DROP INLET STORM SEWER ....... ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE WS WS WATER SERVICE LINE O O WATER METER o I--] WATER METER VAULT Mt Mt 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. OWNER/DEVELOPER Post Office Land Trust; Charles WM Hurt & Shirley L Fisher Trustees P.O. Box 8147 Charlottesville VA, 22906 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING Airport Impact Area, Entrance Corridor, Steep Slopes - Managed Planned Development Mixed Commercial ZMA201700005 approved on January 15, 2020 ZMA200100020 & SP200300030 approved on August 6, 2003 MAGISTERIAL DISTRICT Rio SOURCE OF TITLE TMP 32-41K1: DB 2904 PG 065 TMP 32-41J: DB 2904 PG 065 BUILD -TO LINES Per approved ZMA201700005, residential build -to lines are provided as follows: Front Minimum: 0' from edge of sidewalk Front Maximum: 20' from edge of sidewalk Side: None Rear: None Adjacent to Rural Areas: 20' per approved ZMA2001-00020 BUILDING HEIGHT Per approved ZMA200100020: Block III: 2-5 stories, Proposed: 3 Stories, Max. 30' height. Per approved ZMA201700005: Block II: 2-4 stories, Proposed: 3 Stories, Max. 30' height. SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Meridian Planning Group, LLC, April 1, 2020. Four (4) foot contours provided by: Albemarle County GIS BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003C0140D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Powell 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. 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 amt lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. STORMWATER MANAGEMENT NOTES Per the approved WP0202100043, regional stormwater facilities treat onsite runoff. Regional stormwater basin in TMP 328-A will serve Block III (TMP 32-41 K1) and regional basin in Block I (TMP 32-41 D3) will serve Block II (TMP 32-41J) 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. LIGHTING Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance. There shall be no light fixtures exceeding 3000 lumens. No High Intensity Discharge Lighting shall be used. Illumination at the ground emitted by townhouse wall -mounted fixtures or any other fixture source shall not exceed 20 footcandles. No Lighting plan is required for this Site Plan. ITE Trip Generation AM PM Weekday Use Description ITE Qty (Dwelling In Out Total In Out Total In Out Total Units) Townhomes(Attached Single Family) - Block II 215 56 7 20 27 19 13 32 202 201 403 Townhomes(Attached Single Family) - Block III 215 10 1 4 5 3 3 6 36 36 72 RELEVANT APPLICATIONS Initial Site Plan: SDP202000034 Block II Subdivision Plat: SDP202100102 VSMP Plan: WP0202100043 Block III Subdivision Plat: SDP202100165 Special Exception Request: SE202200016 Block 11 Road Plan: SUB202100149 HTC AREA C TOWNHOMES EXISTING USE Vacant Lot PROPOSED USE Single Family Attached Townhomes with associated roads, parking & recreational areas. Block II: 56 Units Block III: 10 Units Maximum Unit Footprint is 1005 SF W-3 ILI111,R14&'YN:I21 Bill 4� Block II (TMP 32-41J) EXISTING SF Acre % Impervious 10,048 0.23 5.9% Turf 161,247 3.70 94.1% Total 171,295 3.93 100.0% PROPOSED SF Acre % Building 47,938 1.10 28.0% Pavement 36,949 0.85 21.6% Sidewalk/Concrete 16,342 0.38 9.5% Impervious Area 101,230 2.32 59.1% Turf 70,066 1.61 40.9% Total 171,295 3.93 100.0% Gross Residential Density: 56 Units = 14.25 = 14 Units Block II: 3.93 Ac Acre 10 Units = Units Block III: 2.25 Ac 4.44 _ - 4 Acre Block III (TMP 32-411K1) EXISTING SF Acre % Pavement & Gravel 3,879 0.09 4.0% Impervious Area 3,879 0.09 4.0% Turf 94,277 2.16 96.0% Total 98,156 2.25 100.0% PROPOSED SF Acre Building 7,568 0.17 7.7% Pavement 9,643 0.22 9.8% Sidewalk/Concrete 3,702 0.08 3.8% Impervious Area 19,596 0.45 20.0% Turf 78,560 1.80 80.0% Total 98,156 2.251 100.0% PARKING SCHEDULE Block II Required: Multi -family units: Two or more bedrooms, 2 spaces per unit 2*56 = 112 parking spaces required 1 guest space per four units required = 4 = 14 guest spaces Total Parking required = 112 + 14 = 126 Total Parking Spaces Required 21 units with 2-car garage and 1 additional parking spaces behind unit Note: 2 car garage is only tabulated as 1 parking space 35 units with 1-car garage and 1 additional parking space behind unit (effectively 2 spaces per lot) Note: All garages have minimum dimensions 9.25'W x 20'L 21 x3 + 35x2 = 133 private spaces provided 14 shared guest spaces in common areas 133 + 14 = 147 Total Parking Spaces Total Parking Spaces Provided 117% above required) required) Block III Required: Multi -family units: Two or more bedrooms, 2 spaces per unit, 2*10 = 20 Parking spaces required 1 guest space per four units 14 =2.5=3 Total parking required = 20 + 3 = 23 Total Parking Spaces Required Provided: 10 units with garage and driveway parking 10*2 = 20 on -lot private spaces provided 6 shared guest spaces in common area 20 + 6 = 26 Total Parking Spaces Provided (13% above required) RECREATIONAL AREAS Recreational area shall comply with conditions of approved ZMA20170005. Block II shall provide amenity area no less than 7% of the total block area. Block II: 11,990 SF = 0.28 Acres required; 17,587 SF = 0.40 AC provided. Recreational areas shall be owned and maintained by this new development's HOA. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11.Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Where the flood level rim 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. PRIVATE ROAD MAINTENANCE New Private Roads "Purple Flora Bend", "Orchid Bend", and New Private Alley "Zinnia Crest", as well as all recreational area lots, will be owned and maintained by this new development's HOA. Area added to existing Connor Drive Private Right of Way will be subject to the maintenance agreements of that private street. SDP2020-00063 TAX MAP 32, PARCEL 41 J, & PARCEL 41 K1 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1"=500' Airport Road Autoo Center Tire Nos �.- Wells Fargo Bank 4�ym BPQ OWn Rosewood V9lag,,P. SITE '�i'Mae l's Ulner Assisted Llvinn Restaurant qda ROUTE 29 " LOCK II SEMINOLE TRAIL BLOCK II The UPS Store O 4© BolangiesFamous Chicken li Blscmis LOCKWOOD Bonefish Grill© DRIVE "rgel C Food Lion© Sakura BERKMAR DRIVE O R..._ Which Wlch O Superior Sandwiches V ilmberwnod GfJI Pay,..,, hr✓nit H°Ilymead Town Center Q © Ua©Oueen Grill F Chili PelSman Q Jl2rhw:ec g„ yf >� Holly Memorial Gardens 'iormnnc ur;a © Q Gook IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX: TOTAL 18 SHEETS C1 COVER SHEET C2 ZMA201700005 APPROVED PROFFERS C3 ZMA200100020 APPROVED PROFFERS C4 EXISTING CONDITIONS C5 SITE PLAN: BLOCK II C6 SITE PLAN: BLOCK III C7 UTILITY PLAN: BLOCK II C8 UTILITY PLAN: BLOCK III C9 GRADING PLAN: BLOCK II C10 GRADING PLAN: BLOCK III C11 LANDSCAPE PLAN: BLOCK II C12 LANDSCAPE PLAN: BLOCK III C13 STORM SEWER & WATER PROFILES C14 SAN. SEWER PROFILES C15 SIGHT DISTANCE PROFILES C16 SIGHT DISTANCE PROFILES & DRAINAGE C17 VDOT & ACSA DETAILS C18 ACSA DETAILS C19 ROAD & PAVEMENT SECTIONS C20 ROOF DRAIN DETAILS C21 MOT PLAN 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 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v �SHIMP 9 L c N6. 45183 OA S10NAL 8 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL FILE NO. COVER SHEET 20.018 C1 shall be as required by VDOT design standards and detailed plans submitted by the Owner andl 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause compled g approved by VDOT'. Original Proffers Iroad improvements that shall be roads constructed to VDOT standards and either be accept4by '�DOT or, b Amendment X_ handed for VDOT's acceptance as follows: 3. All road improvements listed iwproffer 2 above shall be substantially completed prior to the issuance of the first Certificate of OccupancyL* Ares C; notwithstanding the foregoing, the road proffer A. Construction of Timberwood Boulevard, as depicted on the Application Plan and further described as described in proffer 2 above shall be satisfied iffthe Owiier has sub)rtitted plans for all such road improvem-chfs] PROFFER STATEMENT follows: i) from the intersection at US Route 29 to a new terminus within Hollymead Town Center that is for review by VDOT, and although such improvements are not fully completed by the issuance of a Cerfificate 1�AIv Nlrmberand-Name: 4AA2017-00005 Hollymead Town Center Area C Blocks Uan'd VII shown at the extension of the VDOT future road improvement project of Airport Road, this will provide the connection to Airport Road from Route 29 as previously proffered as part of ZMA-94-08. The of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements c bI'a�ap RarcGl er s) 0-00-041P0, 0 00-00-041� constructed improvements shall include two Eastbound lanes in conjunction with the improvements designed for TM 32 Parcels 41D1 and 41A to the first dual lane roundabout at access $ e in accordance with plans approved by VDOT. Substantially complete for the purposes of these proffers shall mean approved sub -base gravel, curb and gutter, intermediate surface and necessary storm water management Westbound lanes of dual left lanes; one thru lane and one continuous right turn lane -from th°andabout improvements and satisfactory completion o$my `ilnprovemerlts required for publiq safety, and signalization; Owner(s) of Record• os Office Land'Trirst r - at access road B to the intersection with Route 29, from the roundabout at access roadrB a two lhde but shall not include final actibateas-iga= w ch ark s�plij`ect to testing and synchronization according to VDOT inspection. All proffers to un�ke Eoritained in proffer 2 of these proffers are Date of Proffer (Signature: '!>1 202 c section shall be constructed to the VDOT extension, with additional turn lanes at intersections located in ,Areopursuant to road plans approved by the Virginia Department ofTransportation CVDOT") and the _ -emld fiOupon VDOT's approvA C pn enQancg permit' atLthq Timberwood Boulevard intersectifo�m with CoLoWas part of the Area C site plan. Rout 29 at -shown on the Appr' ationl i� a `Q er Ahell submit to VDOT plans for such rem gently Rezone 2'.O acres (TMP 314 P) from Planned Development Mixed Comme,Xci4 to] �P�aawe4 teve� Mixu� improvements within 30 days of the rezoning and sh9ltttil pursue such approvals from VDOT. , Commerciale C E °° 131 onstme tombf-Ada1 left turn lanes at the intense oute 29 and Timberwood- o ev from Rezone 3-.93 acres (TMP 3241J) fom Planned Development Mixed Comtneretl for (Planned evD a tjpml ent� Mixed_ , northbound Route 29 into Timberwood Boulevard. The turn lane and taper 16N&j Wq 4k con request of the County, the Owner shall contribute $10,000.00 to the County or VDOT for the purposes of Commercial ° determined with final road plans to be reviewed and approved by VDOT, ding a regional transportation study for the Route 29 Corridor. The $10,000.00 contribution shall be made Cl SignalizAtion at Timberwood Boulevard and Route 29 shall' include reconstruction at the Forest Lakes, Subdivision entrance location, as scheduled in coordination with VDOT. All turn movements shall be within 30 days after requested by the County after the first final site plan or subdivision plat is approved in Area C and, if not expended for such purposes within three years from the date the funds were contributed such funds shall be refunded to the Owner. Post Office Land Trust is the owner (the "Owner') of Tax Map and Parcels 03200-00-00-041PO and 03200-00-0070 1ko., co (collectively, the "Property") which is the subject of rezoning application ZMA No. ZMA2017-00005, a project known as "(`Colt' ead Town Center Area C Blocks II and VII" (the "Project"). signaled at the intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. The Ym existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual le� 1�� � 5. The 6b'Per shall contribute $200,000.00, (tlie con ion") to the County for the purpose of funding L Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby vqq1�ptartly proffers Ithp ontinuous right turn lane and add a through lane according to the final design in the picVigys paragraph. capital improvements related to the Holiyme�own Center. The contribution shall be paid as follows: r $1 shall be contributed the Counter wthtth3i�0 days the first final site plan or subdivision plat' conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identifired, above., These conditions are proffered as a art of the requested rezoning and the Owner acknowledges] L P P q g g� t ' di " containing dwelling units is approved in Area C_, tht rembind� _' t�ontribution shall be paid on a pro rata containing d v basis issued Tur the be seasonable. Each signatory below signing on behalf of the Owner covenants and warrants that it fis �a$' au n�. d ipl The Owner proffers to dedicate land and construct a third through lane on Route 2�9 (cons ll�e �I at the time a certificate of occu an unit; pro rata contribution shall P si�llirlg P based the dwelling first final If five rs giatory of e�er for this proffer statement. This proffer statement amends the proffers applicable to the IProj�ct �iatP width, shoulder and drainage im improvements) southbound from the entrance �� mil6erwOnd ) upon number of units approve as part�the site plan or subdivision plat. after the date of approval of the first final site -plan orsubdivision the total contribution has not been ,were accept tin conjunction with ZMA2001-00020, Hollymead Town Center Area C. Boulevard) at the Property's Northern boundary. The Owner also shall dedicate, d cause W'o bc years plat 'tiOnS dedicated -an d construct: i) a continuous through lane 500-feet to the Southern oi� » dory bf�, n fully paid, the Owner shall contribute the unpaid balance within 30-days upon the request of -the County. If the fund is 10 from the date the, t%ibution is funds are proffered as part of the requested zoning and it is agreed that: 1) the rezon�i� i�� is ta,'*6-7 a taper lane consisting of a 200 foot taper beginning at the Southern boundary and Route 29 (in not exhausted within years )ast'poir made, such unexpended Shaall, nee or t t> a conditions; and 2) such conditions have a reasonable relation to the rezoning request.. event area B is not rezoned and their proffers accepted), and iii) a continuous right turn lane starting aft be refunded to the Owner. fl 1. FDewe opment shall be in general accord with the ppA plication (Plan entitled Rezoning won Plana, fin I lic right -inert the Northern boundary of TM 32'1 �cel 41A to the riot -in at the Southern Entrance 6 AreaC• a J 6. Upon the request of the County, for any parcel used for non-residential purposes in the portion that is currently. Hollymead Town Center Regional Service Area C, (Sheets A-1, A-2, only), prepared by Rivanna Engineering & o zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Surveying, PLC, revised, last revised July 7, 2003 with plan revisions to Sheet A-2 prepared by Shimp F. 'Construction bf one 'additional continuous right turn NoOtibound ane iturfmg 10190 � o Development Authority ("CDA") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia Engineering, P.C. dated December 18, 2019 (collectively, the "Application Plan"). The lstandards of development Timberwood Boulevard at the location of the beginning of the turn and taper of IJVbrdi sCro smgarnd ("Code") to be created for the purpose of frhpnethg,l funding, planning, establishing, constructing, and central features and major elements within the Property essential to the design of the development shall be in Route 29, and terminating at Timberwood Boulevard. reconstructing, enlarging, extending or matntaiu glYiput$ 2$1,and roads and other improvements associated general accord with the Block Exhibit, the Code of Development's Narrative, and the Code Development's ft�ierewith, which shall include, but may not Iimiked to improvements to Route 29 from the South Fork of the Ctable's d appendices set forth in the attached Application Booklet, entitled "Revised Application Booklet for � pP PP PP c§ ee gs oad C between Area A and its intersection with Tim erwood will be bAt�lt or bohd04 before ( o �iid c Rb d icted on the Master Plan, to the South and rp J g c�gnsipO3 g 4aa depicted 1 banner River to Ai ort Road th ode oilDevelopment ZMA201700005: A Revision to ZMA 201300004 Originally Revised from ZMA 01-201 2001 C) `At Hollymead Town Center"' dated June 19, 2017 last Decemb -18� 2019. a issuance of the first certificate of occupancy within Area B. If bonded, the to will be constructed � across the Rivanna River to connect to vg. � (Area and revised The ers have presented, as part of their rezoning application, a number of conceptual plans qns for acceptance by VDOT within one year of the first certificate-of carious purposes, but principally to provide justification for the rezoning actions they are steeling. Viiiegs The road improvements listed in proffer 2A, 2B, 2C, 2D, 2E and 2F above shall be constructed, in ecifically referenced in these proffers, all plans and illustrations submitted as part of A It' ate [specifically accordance with road Tans submitted b the Owner and approved b VDOT. All of the foregoing P Y pin Y g g application, other than the Application Plan as defined above, shall be deemed illustrative only, and suc � plaid improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to Land illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal'bjoct�E inr features between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOT's ovements, consisting of buildings, parking and drive aisles and drive -through window and as shown acceptance as a condition for issuance of any certificate of occupancy for Area C improvements on the Application Plan in order to: i) comply with conditions imposed by Special Use Permits, and ii) assure Oxcept as otherwise provided in proffer 2F). The width, length, location, (inside median or outside compliance with ARB requirements and iii) and provide all necessary storm water management and BMP's as existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane improvements necessary. 1 2 3 OWNER: Post Office Land Trust / / The undersigned Owner hereby proffers that the use and development of the Property shall be in conformance with the proffers and conditions herein above. This document shall supersede all other agreements, proffers or conditions that may be found to be in conflict. The Owner agrees that all proffers shall be binding to the property, which means the proffers y+ Dr. Charles Hurt shall be transferred to all future property successors of the land. itle� Trustee, Post Office Land Trust 'WITNESS the following signatures: OWNER: OWNER:, Post Office Land Trust Post Office Land Trust / oe� Dr. Charles Hurt By7 Shirley is er f-� `�ide� Trustee, Post Office Land Trust Title: Trustee, Post Office Land Trust dowNn: lost Office Land Trust By F' here Title: Trustee, Post Office Land Trust 'COMMONWEALTH OF VIRGINIA Pam' -/COUNTY OFNI,YCInIa. , to wit 'he -foregoing insttumeht was acknowledged before ie fhi§ bW day of o—s tO fliceI And `IvI -Qonm ission expires: QA 131 -20 ZI = L4�1 E 6-� — 2 I" � o 0 Notary Public n a GAIL BREEDEN WATKINS ' NOTARY PUBLIC REG. #101082 COMMONWEALTH OF VIRGINIA MY COMM1661ON EXPIRES MAY 31, 2021 FL r4� SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINQSHIMP-ENGINEERING.COM 'T$ L c No: 45183 OA RS `�_SSIONAL t3 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL FILE NO. 20.018 ZMA201700005 APPROVED PROFFERS C2 0 COUNTY OF ALBEMARLE Department of Planning & Community Development 401 McIntire Road, Room 218 Charlottesville, Virginia 22902-4596 (434) 296 - 5823 Fax (434) 972 - 4012 Pi FAX (434) 972-4126 August 18, 2003 I ( September 8, 2003 Katurah Roell 195 Riverbend Drive Charlottesville, VA 22911 RE: ZMA-01-20 Hollymead Town Center; Tax Map 32, Parcels 41D, 43A, 44, 45, and 46 (Area C) SP-03-30 Hollymead Town Center; Tax Map 32, Parcels 41D, 43A, 44, 45, and 46 Dear Mr. Roell The Albemarle County Board of Supervisors, at its meeting on August 6, 2003. by a vote of 6:0, took the following actions: • ZMA-01-20 Hollymead Town Center -Approved by a vote of 6:0, as proffered (copy attached). • SP-03-30 Hollymead Town Center -Approved by a vote of 6:0 In the event that the use, structure or activity for which this special use permit is issued shall not be commenced within twenty-four (24) months after the issuance of such permit, the same shall be deemed abandoned and the authority granted thereunder shall thereupon terminate. For purposes of this section, the term "commenced" shall be construed to include the commencement of construction of any structure necessary to the use of such permit within two (2) years from the date of the issuance. Before beginning this use, you must obtain a zoning clearance from the Zoning Department. Before the Zoning Department will issue a clearance, you must iomply with the conditions in this letter. For further information, please call Jan Sprinkle at 296-5832. If you should have any questions or comments regarding the above -noted action, please do not hesitate to contact me. Sincerely, U � V. Wayne Ci mberg Director of Planning & Co munity D velopment VWC/jcf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshouse ' 11 Syr 1+ r �IRGI^11P' COUNTY OF ALBEMARLE Department of Building Code and Zoning Services 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 TELEPHONE (434) 296-5832 Katurah Roell Virginia Land Company 195 Riverbend Drive Charlottesville, VA 22911 RE: ZMA-2001-020 Hollymead Town Center Area C Tax Map 32, Parcels 41 D, 43A, 44, 45 and 46 Dear Mr. Roell: TTD (434) 972-4012 There is a typographical error in the proffers for this rezoning. Proffer #3 refers 10 to an entrance permit at the Timberwood Boulevard intersection with Route 20, This should be read as Route 29. Please file this letter with your copy of the proffer. No further action is required. ON Please contact me if you have questions. Sincerely, John Shepherd Manager of Zoning Administration COPIES: Amelia McCulley, Zoning Administrator; Janice Farrar, Planning Assistant; Greg Kamptner, Assistant County Attorney; Melvin Breeden, Director of Finance, Ella Washington Cary, Clerk to the Board of Supervisors. C:Tiles\Proffers\Hollymead C Typo correction.doe ZMA-01-20 ® PROFFERS - J Hollymead Town Center Area C July 25, 2003 TAX MAP 32, Parcels 41D, 43A, 44, 45, 46 37.1 Acres Pursuant to Section 33.3 of the Albemarle County Code (the "Code"), the owners, or their duly authorized agents, hereby voluntarily proffer the conditions listed below which shall only be applied, except as specifically set forth herein to the area identified as Regional Service Area C on the Application Plan, (defined below) comprising all or some of the above referenced tax map parcels (the "Property"). These conditions are proffered as part of the requested zoning and it is agreed that: 1) the rezoning itself gives rise to the need for the conditions; and 2) such conditions have a reasonable relation to the rezoning request: 1. Development shall be in general accord with the Application Plan entitled Rezoning Application Plans for Hollymead Town Center Regional Service Area C, (Sheets A-1, A- 2, only), prepared by Rivanna Engineering & Surveying, PLC, revised, last revised, July 7, 2003 ("Application Plan"). The standards of development and central features and major elements within the Property essential to the design of the development shall be in general accord with the Block Exhibit, the Code of Development's Narrative, and the Code of Development's tables and appendices set forth in the attached Application Booklet, entitled "Hollymead Town Center, Application Booklet, ZMA-01-20 (Area Q." The Owners have presented, as part of their rezoning application, a number of conceptual plans and illustrations for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as part of Applicant's rezoning application, other than the Application Plan as defined above, shall be deemed illustrative only, and such plans and illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal block improvements, consisting of buildings, parking and drive aisles and drive -through window features and as shown on the Application Plan in order to: i) comply with conditions imposed by Special Use Permits, and ii) assure compliance with ARB requirements iii) and provide all necessary storm water management and BMP's as necessary. 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause completion of the following road improvements that shall be roads constructed to VDOT standards and either be accepted by VDOT or be bonded for VDOT's acceptance as follow: A. Construction of Timberwood Boulevard, as depicted on the Application Plan and further described as follows: i) from the intersection at US Route 29 to a new 401 terminus within Hollymead Town Center that is shown at the extension of the ZMA-01-020 Attachment E ZMA-01-020 Attachment E ZMA-01-020 Attachment E Hollymead Town Center Area C Hollymead Town Center Area C Hollymead Town Center Area C VDOT future road improvement project of Airport Road, this will provide the The road improvements listed in proffer 2A, 2B, 2C, 2D, 2E and 2F above shall shall contribute the unpaid balance within 30 days upon the request of the County- If the ® connection to Airport Road from Route 29 as previously proffered as part of ZMA-94-08. The improvements shall include two Eastbound lanes in ® be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall be i) constructed to fund is not exhausted within 10 years from the date the last contribution is made, such constructed unexpended funds shall be refunded to the Owner - conjunction with the improvements designed for TM 32 Parcels 41D1 and 41A to VDOT design standards pursuant to detailed plans agreed to between the the first dual lane roundabout at access road B and Westbound lanes of dual left Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for 6. Upon the request of the County, for any parcel used for non-residential purposes in the lanes, one thru lane and one continuous right turn lane from the roundabout at VDOT's acceptance as a condition for issuance of any certificate of occupancy portion that is currently zoned Light Industry that will be rezoned to PDMC the Owner access road B to the intersection with Route 29, from the roundabout at access for Area C improvements (except as otherwise provided in proffer 2F). The shall petition for and consent to a Community Development Authority ("CDA") road B a two lane section shall be constructed to the VDOT extension, with width, length, location, (inside median or outside existing pavement), type of established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be additional turn lanes at intersections located in Area C pursuant to road plans section (e.g., urban vs. rural), and geometries of all lane improvements shall be as created for the purpose of financing, funding, planning, establishing, constructing, P g' g F g g' approved b the Virginia Department of Transportation VDOT" and the PP Y g P F C'VDOT") required b VDOT design standards and detailed plans submitted b the Owner 9 Y g P Y o reconstructing, enlarging, extending or maintaining Route 29 and roads and other County as part of the Area C site plan. and approved by VDOT. improvements associated therewith, which shall include, but may not be limited to improvements to Route 29 from the South Fork of the Rivanna River to Airport Road, the B. Construction of dual left turn lanes at the intersection of Route 29 and 3. All road improvements listed in proffer 2 above shall be substantially completed prior to extension of Ridge Road as depicted on the Master Plan, to the South and across the Timber -wood Boulevard, from northbound Route 29 into Timberwood Boulevard. the issuance of the first Certificate of Occupancy in Area C; notwithstanding the Rivanna River to connect to Berkmar Drive. The turn lane and taper lengths will be determined with final road plans to be foregoing, the road proffers described in proffer 2 above shall be satisfied if the Owner reviewed and approved by VDOT. has submitted plans for all such road improvements for review by VDOT, and although Submitted as of the 25"i day of July 2003, by: Post Office Land Trust such improvements are not fully completed by the issuance of a Certificate of Occupancy C. Signalization at Timberwood Boulevard and Route 29 shall include for Area C, sufficient bond has been supplied to satisfy all costs to complete such /J reconstruction at the Forest Lakes Subdivision entrance location, as scheduled in improvements in accordance with plans approved by VDOT. Substantially complete for By: /ld, L7 By. coordination with VDOT. All turn movements shall be signaled at the the purposes of these proffers shall mean approved sub -base gravel, curb and gutter, Charles W. Hurt, Trustee Shirley L. Fis r, Trustee intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. intermediate surface and necessary storm water management improvements and The existing intersection exiting Forest Lakes shall be reconstructed to maintain satisfactory completion of road improvements required for public safety, and the dual left lanes, the continuous right turn lane and add a through lane according signalization; but shall not include final activated signals which are subject to testing and to the final design in the previous paragraph. synchronization according to VDOT inspection. All proffers to make road improvements contained in proffer 2 of these proffers are conditioned upon VDOT's approval of an D. The Owner proffers to dedicate land and construct a third through lane on entrance permit at the Timberwood Boulevard intersection with Route 20 as shown on Route 29 (consisting of lane width, shoulder and drainage improvements) the Application Plan. The Owner shall submit to VDOT plans for such road southbound from the entrance road, (Timberwood Boulevard) at the Property's improvements within 30 days of the rezoning and shall diligently pursue such approvals Northern boundary. The Owner also shall dedicate land or cause to be dedicated from VDOT. and construct: i) a continuous through lane 500-feet to the Southern boundary of Area C, ii) a taper lane consisting of a 200 foot taper beginning at the Southern 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or boundary and Route 29 (in the event area B is not rezoned and their proffers VDOT for the purposes of funding a regional transportation study for the Route 29 accepted), and iii) a continuous right turn lane starting at the right -in at the Corridor. The $10,000.00 contribution shall be made within 30 days after requested by Northern boundary of TM 32 Parcel 41 A to the right -in at the Southern entrance the County after the first final site plan or subdivision plat is approved in Area C and, if of Area C. not expended for such purposes within three years from the date the funds were contributed, such funds shall be refunded to the Owner. E. Construction of one additional continuous right turn Northbound lane starting 1090 feet south of Timberwood Boulevard at the location of the beginning of the 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the turn and taper of Worth Crossing and Route 29, and terminating at Timberwood purpose of funding capital improvements related to the Hollymead Town Center. The Boulevard. contribution shall be paid as follows: $100,000.00 shall be contributed to the County within 30 days after the first final site plan or subdivision plat containing dwelling units F. Access Road C, between Area A and its intersection with Timberwood will be is approved in Area C; the remainder of the contribution shall be paid on a pro rata basis built or bonded before the issuance of the first certificate of occupancy within at the time a certificate of occupancy is issued for each dwelling unit; the pro rata Area B. If bonded, the road will be constructed for acceptance by VDOT within contribution shall be based upon the number of dwelling runts approved as part of the one year of the first certificate of occupancy. first final site plan or subdivision plat. If five years after the date of approval of the first final site plan or subdivision plat the total contribution has not been fully paid, the Owner 2 3 4 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH LJcJ No. 45183 OAAS�AL FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL FILE NO. 20.018 ZMA200100020 APPROVED PROFFERS C3 i 1 A J IF i BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C1 163.32' 177.50' 2°43'01' 87.95' 157.62N 83°25'07" E C2 111.96' 100.00' 4°09'03' 62.67' 106.21S 33°02'21" E C3 18.17' 91.50' 11'22'35" 9.11' 18.14'S 18°38'56" W C4 53.53' 180.00'17*02'16' 26.96' 53.33'S 32°51'21" W C5 32.85' 180.00'10'27'21" 16.47' 32.80'S 46'36'10" W C6 72.62' 833.50' 4°59'31" 36.33' 72.60'N 31°05'51" E C7 41.97' 84.50' 8°27'31' 21.43' 41.54'N 42°49'51" E C8 84.22' 245.00'19'41'47" 42.53' 83.81'S 34'17'44" W C9 56.71' 100.00' 2°29'33' 29.14' 55.95N 57°43'26" W C10 137.46' 300.00'26*1510" 69.96' 136.2N 60°50'08" W C11 4.52' 969.50' 0°16'01" 2.26' 4.52'N 42°09'26" E C12 28.93' 523.50' 3°10'00" 14.47' 28.93'S 50°42'36" E C13 100.14' 67.50' 5°00'00 61.85' 91.20'S 10*04'00" E C14 61.60' 766.50' 4*36'17" 30.82' 61.59'S 30*54'14" W LUNt: rwmw DB 2904 PG 065 - �- 'r ERKMpn 14D� ;. ftpU.SE 2.25 AC. 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EW MARKET - HOLLYMEAD LL/' HTC AREA C ZONE: PDMC COMMERCIAL ' \ \ `v 12.93 AC. 20' SANITARY z�t TOWNHOMES �� �iTBR �-------I `��� SEWER ESW4i YI LU ' ION -.. DB 29y9-22 _ \ 6>� i - \ ST-4 �' hOA� - co WV�„'® WV INV=5 >`59 r ./ TOP�a70.42 % ,' V wv ALBEMARLE COUNTY, VIRGINIA o '-w'11I Pa%Q'? SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL I ESMT [ I'' DB 2916-22 ST-46A 9.79 INV. OUT 151.16 I, MAN�GED j SLOPES GIS 20 WATER ESMT DB 2916-22 -------------------� �ST-46A TOP 569.25 INV. IN 562.95 INV. OUT 561.25 TMP 32-41D6 HOLLYMEAD CORNER LLC C/O PEADAR N LITTLE ZONE: PDMC USE: VACANT LAND 1.92 AC. FILE NO. 20.018 EXISTING CONDITIONS 50 0 50 100 150 Scale: 1"=50' C4 -PRUNE EXISTING TREE - BRANCHES UP TO 7' ABOVE. GROUND TO - - - - - - - - - - KE� ° a° - - - - PERMIT SIGHT DISTANCE - . - - . DR.. - _ - - ,$I ° .. - _-- . _ . _ - - = " 0 M _ . 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NAT/I _RpIGN R30.00'/ R15 .00 G'C 42.00, p� NSF �D 0' I-- gRq�E P`� HTC AREA C - - - - GUEST R2.00' �Oj °.� TOWNHOMES 00' - - PARKIN 24 �O 0 2A _ \ \ 56 � 2Q' op/ - SS�TAMPED CONC. V�500' 3.00' BR1C PATTERN R5.00 NEW 20' PRIVATEI o C18 ® T °°• DRAINAGE ESMT W NEW 30' STAMPED 53 RN- ° OT S GPR \` /•'' • �_ CROSSW "P PURPLE ", ACSA -BRICK PATTERNI q 2�C 42.Op• a - . �� PRPG V.W. PRIVATE ROAD 31 ESMT ICROSSWALK Oo GARAGE Co 2 pa. ALBEMARLE COUNTY, VIRGINIA A23o Z G / R2.00' 20' PAVEMENT WID H NO PARKING R3.00' T P I /� 7436. `S 4 e - - - SUBMISSION: \ \ ROLLTO CUftB°a d - / SF = - - - 2020.10.05 \ 42" FENC / - - - -- --- : R150.00'-`_ / \TO 3' TRAIL PLAYGRO�1N-D °N W 20' RIVATE . 1 e , �J ° \- CLIMByNG''SEJ - D A AGE ESMT 21 R 8.00' \ o \ 42'0p, YIELD SIGN a \ ALL I ° REVISION: \ AND RAI Y 16.00' 16.00' 16.00' 16.00' �' - -0 3 00' 42'p0' - TURF1 - a M o o sl � 7g r 26 m 2021.03.04 BID SET N ad o5 ro 12 �A gRgGR lg SF 2-CAR f 2021.11.30 ACSA SUBMITTAL O� ep I i� b 15' WALL _ - 2022.02.15 INTERNAL REVIEW MAINTENANCE _ �/ u?, GARAGE 2-CAR 2-CAR 2-CAR ll�� � x_. EASEMENT \ ° GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR I - _ �p ITARY SEW T % 'a �z ® 2022.03.07 SITE PLAN RESUBMITTAL SEAT 42" FEN �_ GARAGE GARAGE GARAGE p B 2916-22 1 FRONT .w - - PICNIG swING SET To MAT_NA m m m e Y \ srooP 2023.03.14 SITE PLAN RESUBMITTAL \ AREA RECREATION AREARETW CL - o 0 o NEW 20' PRIVATES I. C18 = c�i TYP. aED HANDR IL, o 0 o DRAINAGE ESMT g-_ I RECREATION AREA 3: ( ) , 4: TQT LOT LOT 33 LOT 32 LOT 31 LOT 30 LOT 29 LOT 28 LO Ono A. ° GRENSPACE & 3' WIDE RECYCLED BONDED o PLAYCRouND 5 &00" SF 1922 SF 1336 SF 1302 SF 1302 S 1302 SF 1302 SF 15 SF I u - WAdKWAYS RUBBER OR EQUIVALENT TRAIL, v o CLIMBING SET - 9' WHIRL F I _ _ - - - - DESIGN BY MANUFACTURER \ /� �`- �/ `,^\ � w I 2900 � \ NEW 15 M H 9PEESD�MIT SIGN. � r °a e ° ° °T ATE • FILE NO. -- _----- �'_'y J I, _ --- --- 20.00' 20' BUILD 0 LINE FRO (�� �/ o °' ° --^ I ° °NO STREET P�R�IAD SIGN - ° o _ _ - 20 018 - - . - - _ I - * A EW ROAD - - - . _ ,\ .e ° - L_ - _ \ NAME SIGNW zz R255o - ' SITE PLAN: BLOCK II NEW ST - - °. DRAIL. MAX 6' HEIGHTvLICH/ y. 5 DB AIN NEW . SIDEWALK - .IDEWALK ° �_ __ NEW 5' PRIVATE _t �:�.. �„- • - _ .�-� ° . - _ - CpNtiOR - 2 HANDRAit-�-r-K W. .DRAINAGE ESMT _ a R .50 .. - -2 0 20 40 60 ORIV MAX--fi..LiE1GHT _ FR NT NtQ€CT��- iPRIVgrE E --:. - - - - STOOP - - EX. -SIDEWALK- - - - _.�� R/W) - . - 5'. ACCESS ESMT- . ... -.:-_ _-..- -...- .:-_.r -..-.. ..� .. -. - -..- -.:mill I „ -0.-�CL�HERLAA._. �r - _ 1 =20 .�C11 - - - - . - DB 291fi-22. - - - - - - - (TYP.) - . - - - P NT CROSSWALK STRIPES CON OR - le: V NEW 20' PRIVATE DRAINAGE ESMT �EEE � EEC-s JOte: nIOOK III Entrance quamies Tor a IOW —Volume commercia entrance because less than 50 of the 72 ITE average daily rips will utilize the entrance. This is due to the walkability of he nearby Hollymead Towncenter (amenities within a half milE )f Block III), and the existing onstreet spaces on Lockwood )rive (spaces will reduce trips through the entrance). Thus, he Block III Entrance is designed to low —volume commercial entrance standards. Reference Shimp Engineering memo "HTC area C Towns Block III Entrance Vehicle Trip Count" sent to /DOT dntp.d FPh. 99. g0g3. 20' TEMPORARY DRAINAGE ESMT DI3 3265-68 - - - SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINQSHIMP-ENGINEERING.COM 'T$ L c N6. 45183 OA RS `�_s`SIOIVAL 8 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL FILE NO. SITE PLAN: BLOCK III 20.018 C6 gERKM A CA ° �Ao \'a� \ R<'3C3 p02 MILL � N-a.OVERLAY no TELE 2A' 0 N �I D\jV^vI T a TpP570.4 PEDOAK I}V. N 56 '3"OAK 1°YARD0 T N DRAIN 0. ' T D Y•A ' CE ^ r�.;. NEW V.W. PRIVATE' "a a- a° - - / _ �LQT SF C -12 I a ° + * AT LINFr � \ � cN' 1130 a DRAINAGE ESMT ° a°/ O7 9 2150 — \° F g pT g 1534 SF - I•.. A3 0 �. _ pyKJ aD°RAIND.p+ oOF \ LQT % 1471 SF ° 3" OAK 2j 9% SF a° 6 13 '- 1 +• 0 A2 \ ° a 1-0 SF 68 CONI`1>=CT TO - Ak. . _ DEP3C WITH - °'' LQ7 SF 1�82 RELOCATED) \� - - - EX..MH / .NEW 111 _3C Vp r / T 3 13�2 cnry Box/7`/ QT 2 13�2 SF VC i. U P 569.70 ," SF LAT TYP. 3" OAK -q�SR 12' DIP- L - - INV. IN 63.6 LQT 1 13�2 / ''\ 12" YARD �� W w- W w ' _ - 1/43 SF DRAINS NEW 12x 'C ._\ Q 2C .\ �p-� 1�F x \ Q o v e \ 1 � - � ° NEW 30' A S " 16q.0 t6 - TS&V EASEMENT N ° C � :-TOP-569.25 ° •.� ° 1 �, N _,a.-<- - - -e •- --- - - INV: tN - 562.9.5. / { 0` 1.Q� 15F ..:a. \ \ . EX. 1.8" RU' 127:6 �e ` ➢ r ° - . Sx6 TEE 1 W '8"Vq \ 1152 - a: - . 40' ACCESS ESM 1 m 0 N 6„ GV : /W / - E i 26 S N �W a,. D\P ° wc^ / Gov W /W (15F o➢o Z VA1 ° N R1 �1 ,• wo � I 1300 SF ° .� i _a°• 1„ 1D gE�IE EN` _ PLIT 1" ��s �Rpi W 22 P \" SERI�E TO ` ° GRADING - / ESMT FROM SPLI 1" - 1A A �" \OAK RTE 29 LLC - .b ./ ° _ WM �-Oglk S� I c S 'PW /W HA 5 0° BEND - / — • °. •_"� \. E \ S C(TY ) LO�q�SF a s 9 ao .s \�jo� 1p v ° •a . 24" YARD / " J \ 2D / / I •a=e °°ep E 2m �z Ho _ <.° �° I ~ \ \ 16 ` ° (I PI ) s°I of 6e" AK CONSTRUCTION ....:\v- \ s ESMT FOR F a.4 ml �0 55F s a.. \ """a. �- �•r"`\ a �p1$ sF a° �' NEW 30 1�\ \ \\ F° 4 \ g \NSA •. 21 \ ao �p'(O sF Al- s �C� �' \ SMT \ �° L0�6 5 ` 6 o J 30" YARD °_s 2 \ RAIN (TYP.) a z / LO�Q 5� \ a. \�N� a - \` ' .°\ee ° NEW V.W. 24" YARD \ s _ \ �Q�g15F a J DRAIN O_ s PRIVATE . _ 4g-\ \ DRAINAGE 1 _ LO 55 �SMT 'X351 AINAGE ESM OHO —' \ � -;� 3515 G 549 a.. " \ ab 1A ~ 4" PVC LAT (TYP. - z 1p� 55F .s '- a \ a e ROUN BOU 490 _pp \ p TO AHEAD IGN 15' WALL s Asa � � a e \ '� .\ /_ 1 °e.. j 4,� PVC �p�pASF ° $ MAINTENANCE \ z°°a a e y a °" _ EASEMENT - -AT (TYP q.9 \ \ J s - / j \ � � > .z \ ' s • \fit-• �-0� 2sF `' - Ao �� N. ° - \\.a° 2QcjGt s z \ d /a°e"pR/ 11QL po ° v �\ e -s11}ao.y ao j\� NEW 6' PRIVATE 0 DRQ L 9 4,0 a° a° \ s\ 12 ��\ A A$ 2' S 2B °z. /�' / `z 1z -13 3$ yL O z / _ �0� p SF 2 5A sF1A"g�0-( L \\ \\ �i a° O�'!9� E1 5 z - 1COPPE L 35 ao _ 1 o ° s.se -a I LOTS 23-26 \ NEW 10' PRIVATE / rn DOWNSPOUTS TO 1+. ST-57 DRAINAGE ES FLOW SPREADERS cn 1 TEL D / PE FS�TAL \ 36 \ _ \ �\ p s SERVI WM • e °-s ] 4 ° m / s NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. NOTE: V.W. = "VARIABLE WIDTH". TRAFFIC RATED CLEANOUTS REQUIRED FOR LATERALS UNDER DRIVEWAYS. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINQSHIMP-ENGINEERING.COM 'T$ Lc No. 45183 3 Hiss 4r OA RS�� \`s`SIOIVAI. 8 2p 23 7y \ '�\ SET IC / - — _ . _ _ s AS — —�_< / 3g SF ; w KMP \ A6s. °.• .. .. - a _ FINAL SITE DEVELOPMENT PLAN 35 AN. SEWER ° m" / tL ° SPLIT 1" s \ �0A 5F -9 a� - - - - - ° / S s SERVICE TO \ 15$ �s-s. — - -— - "— FHA A4 5/8" WM �Q�- 2 ae °. ` CG-12 P� HTC AREA C —. Ps\-. S,.VALVE 8x8 BEND 2 SF 8 W _ W W W NEW �p PRIVA7, W w w WW TEE �-�n�\ •8;,- 5' 8" DIP DRAINAGE ESMY' NEW 30 I 8x6 TEE DIP - TOWNHOMES BEND a �� s AC SA u - (3 8 ° - PURPLE FLORA BEND" \ L�40 SF / s V.W. PRIVATE ROAD B11 8" SDR-26 SAN ESMT 6" GV I VALVES CO ap g 2 / 20' PAVEMENT WIDTH I 143r 2S • I I� ® 6 SF ALBEMARLE COUNTY, VIRGINIA /eN W 20' RIVATE " - a"- - " "- ° -" -I -N - SUBMISSION: A AGE ESMT 1 1 • I N\ a \ e YIELD SIGN ° SPLIT 1" _ D \ as �f> 2020.10.05 SERVICE TO PVC I IG �I 1g76 S6 8: \ �� �,• 5/8" WM LAT °� REVISION: 15' WALL ,- w 8 . HDPE. �� / (TYP.) ° m O MAINTENANCE a" z CO \ \ 2021.03.04 BID SET EASEMENT I o /' 2021.11.30 ACSA SUBMITTAL a " Co. ITARY SEW T WV �� WV B 2916-22 2022.02.15 INTERNAL REVIEW NEW 20' PRIVATE =Y a\ ° wv 2022.03.07 SITE PLAN RESUBMITTAL DRAINAGE ESMT V LOT 33 LOT 32 LOT 31 LOT 30 LOT 29 LOT 28 LOT 27 rn pp 1 2023.03.14 SITE PLAN RESUBMITTAL 1922 SF 1336 SF 1302 SF 1302 SF 1302 SF 1302 SF 1500 SF N j j� IN0560.0� .42 / �' Q �Z IN�/. OUT 59.52 °� ° . a ° : •. °.:�A� \W I B 291 Ak a S 4 —UGU -- I =�_* MA`c-ITLIN�/� FILE NO. _ _ p __ _ °° 20.018 \ o p o 0 0 / u� -. ao o Sao:ao � �:ao a :.o:.o w a° —re° 'v. _uG'ucu� a° UGUUGU —UWUW UGU—UGU UW—UW GW—UGU G UGH WV UW—UGU GU— �". DB _ UTILITY PLAN. BLOCK II 4 DRAINAGE ESMT P a C N CT TO DI-3C WITH iPRIONNOR DRIVE ST 46 �-�— X. M69� NEW 10' DI 3C ATE R — —_ —..—. —..— —..—. — .— —..— —..— —.. _ o _ 20 0 20 40 60 /W) 5' ACCESS ESMT ---" —" -- ----- £s- �- f- �- DB 2916-22 CONS OR-Dfi' / CONNOR DR. � i. w w w w w 49, w w W� w w w 2„ _W � � Scale: 1"=2007 ' ' ACCESS ESMT �R„ c 20' WATER ESMT ro i J J T_�NFARFCT FHA ST-22B tX. TOP 579.82 R INV. IN 572.12 INV. OUT 571.77 CONNECT NEW MH-1 TO EX. CULVERT TYP. 4" FLEXIBLE ROOF DRAINS FROM DOWNSPOUT NEW 20' PRIVATE DRAINAGE ESMT Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: April 2016 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards - Version 1.0, adopted in December 2015, except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. 11. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. ,WP-2 MILL AND OVERLAY W. .W . W . W. 20'- TEMPORARY DRAINAGE ESMT -DB 3265-68 NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. NOTE: TRAFFIC RATED CLEANOUTS REQUIRED FOR LATERALS UNDER DRIVEWAYS. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINQSHIMP-ENGINEERING.COM 'T$ L c No: 45183 3 1 4z3 w4 OA RS _s_`SIONAL 8 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL FILE NO. 20.018 UTILITY PLAN: BLOCK III P-2 MILL \N R . AND OVERLAY _ N TELE n R 'RD p.REV 00 a aD'RD 2 E_Pp ` T g 2150 SF11 \ \ I ° 12 - _ 1534 4 61 FFE 5g5 g6 g oa. a 'RD p_PP i SOT "1 1471 5411 FFE 5g5.46 BFMOzj R, „ 98 SOT 6 13g� p3F61 FFE 5g4.96 gFMOZPRT„ — — — — — °�a° s00 A jBA SF 11 FFE 5g4.46 BFMOZPRT„ — — — — ,598- 96 FFE 6g3.g6 BFMOZPRT„ \ \ — SEG. BLOCK RET. WALL T 4 17$�5 46 98 gFE 5 "( �' a. (NO PERMITS OR ENGNR. v o �0 E 6p2' MOZPR x 95'5 ' — — — DESIGN) MAX 2' HEIGHT. °�. pT 3 L�3�9' FF 5g3.31 _ �5--5s6-- ----- 30" CLEARANCE TO BLDG. - �pT 2 13�2 SF46 FFE 5g •31 B MOZPRT„ 98 o \ i 1N \ T 1 13�2 SF46 FFE 60g3.31 B MOZPRT„ — — — — 93: _ — L —594 — — \ `z SFtaG FFE 65°g sJ 3, B MST— s8 — 94 25 N — — 60 gFE T 5g3j1 „MOZPR 459 1 „MOZPR x o— 92 FF �PBv — ' — x 80 9280 0 '� 9y 0� ss 92 W 5 N Vd— —19260 N O — W ' �9425 HP ,g � — �E � o iW /-- — x592 \� 1� 'GG�3� `� � W 1300 SF / 94 GRYi ADING W W 9? N . . o � 2% 1°gq SF g� �q 91e' /W �W 10 5g2N a°� \ W 1092 � \ / — 5 t — 9325 92 1 A \ I \ s3 1'� \ 92 2% 4 92 \ ✓ c3 O 1 a - e \ 07 588 3 90 RD - - — CONS UCTION %c 91 52 /ao°"C �JSF \ —k,NE - . v ESMT FOR g a° Q7 6 90 0 ON \ \ CP RD �O ( 0'1� T R L F„MOtiP o 14g 5g2 S o% / \ Sa —F SIN — — r \ x/ o R Rc !Z 9 4418F 1.�g0F �j1< ao 4 1 fag 56 D6, °2 a° �" 'X165' AINAGE ES... 0 1'\ q $6 F NEPg� b 3515 G 549 EFEOtiPRT �FFT WALL #1\ E S5, — _ �5— — M \ SEG`BLOCK a W. �JSF�j� 42" H DRAIL _ —588 1qg �a, �< ao aj MAX 6' HEIGHT ,,I A s�� — FE R� �O� SF 4 / NE� - - . - ROUN BOU SHIMP L �6 SF46 \ \ 2�/ F MOP aD F�5$vss/ / Z \ $4 Z% / �O'(� SF�1< '� t� ANEAD IGN _ .,v _ o .� F E v� $ - \ i5�WALL �\, \�,�F� �\ \ � .( D�6 0 � S P $5 N � \ _ - �_ -. ENGINEERING� AI ifANCE �'rPl„r`) P \ — . \ E 4ENT �\� \ �Og 5a� < PD 5 58 ' ���g / IV LAND PLANNING -PROJECT MANAGEMENT 'SRN :� !L - - - - - 912 E. HIGH ST. 434.227.5140 E O i F \- CHARLCTTESVILLE VA 22902 JUSTIN SHIMP-ENGINEERING.CGM #2 \ sEe; eLo W. � \ \ \ \� � F MOtiPR a ' 14$g 3$ - \�0 Shy o z XV TA L 6\ \ 1,01 p0 4� F \ 5 \5 \ FF u a 45183 \ s\ I \ba° a20 Ro 7a / / \ / A ,.l23 w4 \ x 5`�, \ tipR �� Y \ 3 qo MFEEOi iT ONE / 80 E S\TAL `�sstotv7U E MANAGED \ \ \ \ 1 6 \ \11 \ \ ° \ �0 35F �Ae �8� _ 78 �g / SLOPES GIS . RET. a #1 q\ 1Sa 8055 \ \ — J 76 / / / 2p36 23 / 490 . \ ��j,� �. SEG. BL W. A F�5S 42" HA D .AIL. \ \ \ �8 \ \ \ u Tc 74 72 Bo >6 _\g FFE S78• 6 KMP MAX 6' EIGHT\ `� \ �5b 217 71" 722� I / for / :. cc-12 FINAL SITE DEVELOPMENT PLAN ,2 ®ry ..t� FFeo� / / H TC AREA C _ io W W w W W W W W W W N W W �4 ; , 47 TOWNHOMES o �q — �c�2os a — _2.erg / m / ♦o _ — _ — �4 FFt: 5 S 97 / ^a ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2.09/b� / YIELD SIGN e°,,. . }w ���. 2 2020.10.05 �0— N Ib 1� F7976 SF / REVISION: V A 33\ 74 _ _�I E . �15' WALL V \ \ %73 \ \ x so \ 73 90 — 72 0 73 — w / 2 / 7 � -REV 73 J ,� — —7� 90 73 90 i-ar— � y3.97 � - 2021.03.04 BID SET MAIEASNAENT\ 75�'w 743 "P\ \ \ \ -PP -PP -PP -PP -P� -2 -PP o i d m ° _ .- 2021.11.30 ACSA SUBMITTAL \\ �Dx� \ \ 2 HP \ \ \ l 74 \ \ \ / / / / — i ' / d 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL LOT 33 LOT 32 LOT 31 LOT 30 LOT 2-a/ —LO1 28 LOT 2023.03.14 SITE PLAN RESUBMITTAL 1922 �F 1336 SF 1302 SF 1302 SF 1302 SF 1302 SF 15GO SF �2 F 574.73 FFE 574.13 FFE 573.73 FFE 573.13 FFE 573.13 FFE 573.73 Fff 574.13 — — �° / \ \ \\ \ zx�"MOZART�' "MOZART" "MOZART" "MOZART'_ \MOZART" "MOZABT' "MOZART" \ / / 5�2 0� 6 291� oT —ucu / 73 2 HA - RA L, MA �6 Sg iGHT o0 7 0 72 �BLOCK�4 7390 7290 eo 73QA HLINE / ��/°� FILE NO. �ucuu� \ 7 p li, x �0 _ s __ 72 __ 7 �, ,off20.018 ucuu� e .....<\ 6\ x 70- ,� To-- ;. x -- -- A, --� x _ _ - - _ / _ _ - . - - 70, . - - 42 uu Gu GRADING PLAN: BLOCK II 70 A GE 8 6400 x 6� 20 Ss 67" 6850 68eo — 5 CONN iPRIVA rR- RIVE c 6.83z — — — /w} — 20 0 20 40 60 MAX. 2.1 SLOPE. PROVIDE LOW MAINTENANCE GROUND - - - . COVER- ON SLOPES - - - - - - . - W W— W W W. W W W I W — W Wj W Scale: 1"=20' 20'- WATER .ESMT . - . J J ----. _- - - - - - - - - - - - --.-------LOCK ---DRIVE .- .- ------ . - (58'.PUBLIC. R/W). - _ DB 3414 _ PG 273 i _ — Sg2 — \ i i i SLOPES CIS i i Z-2 MILL, AND OVERLAY may/ �`� / ----- / /lb o°j i 1 � / SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINQSHIMP-ENGINEERING.COM 'T$ L c No: 45183 3 1 4z3 w4 OA RS Ilk vi ws_SIONAL 8 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL FILE NO. 20.018 GRADING PLAN: BLOCK III Q 1 01 PRUNE EXISTING TREE -W OAK EXISTING LANDSCAPE SCHEDULE: BLOCK II BRANCHES UP TO 7' - - - - - - - t 3' OA - NEW MEDIUM SHADE TREE 10-Yr ABOVE GROUND TO R Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy Total Canopy SF PERMIT SIGHT DISTANCE - - 0- ,tgO SQ-.w - _ ANEAD 51GN- CG - 12 i^ - _ - -.(STREET TREE, 2.5" CALIPER) Height R%<MA DR 1A, W I f ° \ t • f Large Shade Tree Quercus alba White Oak 3" 11 243 26'-0" 2673 BIKE- d o 4 J -2 MILL gE _ R . ' AND OVERLAY -- ,- _ \n1 - r- .3" CA a° ° — ° . - °2.5 W - _ -3'- OAKS 1//7, J•xj —. 3OAK. I - --_ --_ OAK- _ ° .a. °:m ftD _ as ° ° PEDESTAL;..41 ' OOP `IV — - f i13070 ° "n: ° ° a� 0 ^� _ 3., OAK s d d d EXIST. LARG SHADE TREE ° LOT AO a EXIST. LARGE SHADE TREE (CURRENT 3" STREET TREE) LO 1 g Z150 SF / / \ - (CURRENT 3" STREET TREE) R - LOT 7 1401 SF 1534 SF BENCH t2 EXIST. LARG SHADE TREE LOT 6 1397 SF V(TYP.) a a. N °a (CURRENT 3' STREET TREE) 17g1 SF on ° ° < � LOT 5 LOT 4 1782 SF LOT 3 1372 SF Loll o T 2 1372 SF a LOT 1 1372 SF 9 0 O 1743 SF 'z G ° NEW 30' A S - \\p - �- PRUNE TREE BRANCHES EASEMENT " - 1 a .5'-OAK _ UP TO 7' ABOVE q \ 1 e1. Lrn GROUND TO PERMIT _ o _ " - ° \ " 1 .o .�6�k0 SF ed- \- rn ➢ I SIGHT DISTANCE s a I m r " - \ NEW LA E SHADE TREE " REET. EE 2 5" Q \ XQO I —W �W 103215E �� CALIPER) _ ST a GRADING -- 10+0OL ESMT FROM -'. ^e. ° ° - I • V. N. PR W p � - . .\ \� / �.° �OTO SF � -a: RCHID -, p VE — SIGHT _ - DISTANCE s �W- \ _ ESMT. z\ W 0 15F P 10 ( ° ` �O9A s \OAK PROPOSED LANDSCAPE SCHEDULE: BLOCK II Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy 10-YrTotal Canopy SF Height ° Large Shade Tree Betula nigra River Birch 13" 7 397 25'-0" 2779 Large Shade Tree Betula nigra River Birch 2 2 464 27'-0" 928 Large Shade Tree Quercus robur English Oak 1 13 329 31'-0" 4277 Large Shade Tree Ulmus americans American Elm 1 17 397 25'-0" 6749 (((�� Large Shade Tree Ulmus americana American Elm 2 1 464 27'-0" 464 Medium Shade Sophora japonica 'Regent" "Regent" Scholartree 1' 14 394 28'-0" 5516 Tree 0 Medium Shade Acer truncatum x Norwegian Sunset 1„ 14 13 177 18'-0" 2301 Tree platanoides "Keithsform" Maple Medium Shade Acer truncatum Norwegian Sunset 1„ Tree x platanoides "Keithsform Maple 2 z 6 166 22'-0" 996 Medium Shade C ophyllum Katsuratree 14" 14 222 28'-0" 3108 Tree aponicum jap Medium Shade Celtis laevigata "All "All Seasons" Sugar 1' 2 397 30'-0" 794 Tree Seasons' Hackberry Medium Shade Celtis laevigata "All Seasons" Sugar 2 3 452 32'-0" 1356 Tree "All Seasons" Hackberry TOTAL PROPOSED BLOCK CANOPY 29,268 SF TOTAL EXISTING BLOCK CANOPY 2,673 SF TOTAL CANOPY 31,941 SF REQUIRED BLOCK II CANOPY (15%) 25,679 SF _ �„_„ _ �_ • /_ .d � � � LANDSCAPE REQUIREMENTS \ 1 LANDSCAPE NOTES Street Trees (Sec 32.7.9.5.D): Large Shade Trees (1"-1y' Min. Cal.), 50' O.C. 1. Contractor to apply 4' diameter by 2-5" mulch bedding around all �._. \ 1 � _ �°• — � T 15 a � parallel to road or Medium Shade Trees (1"- 14" Min. Cal.), 40' O.C. parallel to road proposed trees, and mulch bedding around shrubs. 4� ,r8p - — — PRUNE TREE BRANCHES s v0 SF ° - - 2. All other landscaped areas shall be sodded. 109A R° P `b EXIST. RGE SHADE 3. All site plantings of trees and shrubs shall be allowed to reach, and 4 GROUND To PERMIT TREE RRENT 3" Berkmar Drive & Timberwood Boulevard: 750 LF P g be maintained at, mature height: the topping of trees is prohibited. �� . S � _ • , a �d o SIGHT DISTANCE �` °, de°-- Required: 750 LF / 50 +1 = 16 large trees g pp g ESMT F d L STREET l R I E) Provided: 11 existing large trees + 3 new large trees + 3 new medium trees Shrubs and trees shall be pruned minimally and only to support the I • \ / .. E \ a ° 0 =17 total. Note: These trees shall be 2.5" caliper to meet ARB overall health of the plant. requirements. 4. All new planting shown on the plan will be completed after building L0g8 SF 5 s\ z 1 AN - and road construction to avoid tree planting damage. t- Connor Drive (outside of easements): 212 LF 5. All disturbed slopes 3:1 or steeper to have low maintenance ground \ A3 ( o / \ p 'a. Required: 212 LF / 40 +1 = 6 medium trees cover. d LO 6. Contractor shall plant all landscaping b the first planting (y g / a \ Provided: 6 medium trees. Note: These trees shall be 2.5" caliper to meet P P 9 Y p g season \ € O� ASF \ . 211 R° / / \ A .. ARB requirements. following the issuance of the first certificate of occupancy within the 0� 55F s 30'� " development. Ago s 0� 17F Private Road A "Orchid Bend": 656 LF 7. New street trees planted along Connor Drive and Timberwood Drive SMT L501 S Required: 550 LF / 40 +1 = 15 medium trees on each side, 30 total shall be planted at 2.5" minimum caliper. O ( ASF \ O Provided: 11 large trees & 20 medium trees, 31 total t v0 � o s Private Road B1 "Purple Flora Bend": 380 LF \ 15 Q L0� SF �= SOTA Required: 380 LF / 40 +1 1 11 medium trees '41teach side, 22 total SHIMP �°4 •/�� t s \ r R° ° 1 Ago s. 2 10ag \ Provided: 5 large trees & 15 medium trees, 20 total \ LOTOA5F R° d Private Road B2 "Purple Flora Bend": 100 LF G I �I R I N G \ 1 OTOASF1A9 �% i L0�715F ?,- \ Provided: 2 large trees l& 2 medium trees54 total = 2 medium trees on ch side, 4 total LAND PLANNING -PROJECT MANAGEMENT 15' WALL �„° 158 - \ / / pD v0"( 55F s z 10$ a ° ! °° MAINTENANCE EASEMENT \\ - o- /� /a° 1Ag - / \° '-� . 912 E. HIGH ST. 434.227.5140 LO( -59 \ 5 s ° ��g0 SF a\ \O \0\,00a625F R P '° a AHEA NEW MEDIUM SHADE TREE -7 (STREET CHARLOTTESVILLE VA, 22902 JUSTINQSHIMP-ENGINEERING.COM \ 205A "° fl 52 (STREET TREE, 2.5" CALIPER) s ° 0 A. C SF s �0( ASF �'1 0� ° 1"002 SF� 5 \ ° TI3 0 RD f ` l \ 1 � /z 1 A9 0. 2 ° GG \ � S 1-�g0 SF s s 7 F o C m LOSA SF \- vL o z A8 'NEW LARGE SHADE TREE !O LOgO SF s 4 (STREET TREE, 2.5" CALIPER) U �IIMP Y cVA L 1 a° o Lc No. 45183 �\ \ R 9 \0 / a° F v0275SF \ � 37 ,. d Off% °•°. � R° / 19 s °,\ � 1pA J �4 �p0 15a0 SF s ems- S �� .. z .'f /°. PRUNE TREE -55 ANCHES BRV- \ RD - PRUNE TREE BRANCHES UP $ X o UP TO T ABOVE 1$ TO 7' ABOVE GROUND TO GROUND TO PERMIT R° --RD PERMIT SIGHT DISTANCE SIGHT DISTANCE 0- ° f(r FINAL SITE DEVELOPMENT PLAN Q°T \ HTC AREA C \— \ 15$'5 SF �s s 5°- d a d - I 2036 SF TOWNHOMES w _ w - - - 1SOT 24 GG-12 ALBEMARLE COUNTY, VIRGINIA 3A W —W —w w —w ° 21A7 SF / s I LE FLORA BEND — w NEW 30 —'w �✓ 2 SF SUBMISSION: ACSA 12020.10.05 \ / I V_X RIVATE ROAD B1 ESMT \\ 42" FENCE / 2 " . 20' IT WDTH I I -_ 3' TRAIL PL o - I _ _ - .i de I I a -- 1436 25 _ a• ° REVISION: \ �A f SF 2021.03.04 BID SET \ >� ruRF j ,! ' I NO \ i 2021.11.30 ACSA SUBMITTAL 15' WALL'"'�S ° - - '� YIELD SIGN a<°• ��� / I � \ 1 2022.02.15 INTERNAL REVIEW MAINTENANCE D EASEMENT - - ` D� I m _ 7�0T 26 ° a - - 2022.03.07 SITE PLAN RESUBMITTAL K 01 ° 916 SF m 2023.03.14 SITE PLAN RESUBMITTAL PICNIC (4) SEAT 42' FEN E.a ;-o CD ' AREA SWING SET TO MAT FJ • PRUNE TREE BRANCHES UP rrl - ^� RETVJ ILL TO 7' ABOVE GROUND TO- 3' WIDE RECYCLED BONDED \ HANDR IL PERMIT SIGHT DISTANCE I I _ - - IF °m \ o° PLAYGROUND ° LOT 32 /�-' FILE N0. RUBBER OR EQUIVALENT TRAIL. LOT 33 LOT 30 _ DESIGN BY MANUFACTURER ° ° CUMBINc sET g WHIRL -- 1922 SF 1336 SF LOT 31 LOT 29 LOT 28 ° _ W�7- LOW MAINTENANCE GROUND 1302 SF 1302 SF 1302 SF 1302 SF 1500 SF °\. D ' ' a ups COVER ON FRONT YARD SLOPES ' 1� 20.018 WHERE STEEPER THAN 3:1 • - TANCE T. ' • UQU ucu` --- SIGHT I I \ . . :. , : O ucu O+OI A DISTANCE o I-� i' TE LANDSCAPE PLAN: ucu �- -- BLOCK II NEW MEDIUM SHADE TREES 02.5 °—°`° —°� ucu— ucu—ucu �= 20 ALONG CONNOR -DRIVE ARE �'�. �. �. _ uw— ucu 0 20 40 60 uc ucu—ucu cu— �. � STREET TREES, 2.5" CALIPER (aRiV TE.R Ri -- 1 Scale. 1 =20C 1 OO+CI --- ° _ f NEW 20' PRIVATE DRAINAGE ESMT AREA USED FOR LANDSCAPE CALCULATIONS: 1.0 AC � a . B 3 Ro Ro I f 7S� �• a 11'i1p I IN PRUNE TREE BRANCHES UP J TO 7' ABOVE GROUND TO NEW 30' PERMIT SIGHT DISTANCE PRIVATE ALLEY ESMT. a I � I If If _9A TARY ES /1 PROPOSED LANDSCAPE SCHEDULE: BLOCK III Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy 10-Yr Height Total Canopy SF 2's Large Shade Tree Quercus robur English Oak 1 10 329 31'-0" 3290 Large Shade Tree Ulmus americana American Elm 1 7 397 25'-0" 2779 Evergreen Shrub Ilex cornuto "Burfordii" Burford Holly 18" 14 57 10'-0" 798 TOTAL PROPOSED BLOCK CANOPY 6,867 SF REQUIRED BLOCK III CANOPY (15%) 6 PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE -SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE T DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. a� SHRUB PLANTING -SECTION PRUNE TREE BRANCHES UP TO 7' ABOVE GROUND TO PERMIT SIGHT DISTANCE H a A N_ G Z D Z m D A A D m 2OVER-MILL. AND L, a - a� Sao Xr _Ra TF - - I I I I 20' SANIT Y E�N DB 265 ( I I NEW 20' ACSA ANITARY ESMT I I I 11mlial a[ I i I , - 11 1 I ar L WE Emil ja��_Iol��rsl� i �I e i� ZINNEA CREST" 30' PRIVATE ALLEY 22' PAVEMENT WIDTH - ' I 0 �3 PRIVATE t> O SEMENT © \ AREA USED FOR LANDSCAPE i CALCULATIONS: 1.0 AC I LANDSCAPE REQUIREMENTS LANDSCAPE NOTES: Canopy requirement (Sec 32.7.9.8.A.2): 15% of total site area 1. Contractor to apply 4' diameter by 2-5" mulch bedding around all proposed trees, and Total residential site area: 1.0 AC mulch bedding around shrubs. Required: 2. All other landscaped areas shall be sodded. 0.15 - (43,560 SF) = 6534 SF 3. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, Provided: mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned 6,924 SF minimally and only to support the overall health of the plant. Street Trees (SEC 32.7.9.5.D): large shade trees (121"-14' Min. Cal.) 4. All new planting shown on the plan will be completed after building and road construction to 50' O.C. Parallel to road avoid tree planting damage. Required: 5. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 300 LF/ 50 +1 = 7 Large trees 6. Contractor shall plant all landscaping by the first planting season following the issuance of Provided: the first certificate of occupancy within the development. 7 Large trees ,534 SF SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. �3X ROOTBALL DIAMETER DIM. 2� TREE PLANTING DETAIL C12 Not To Scale Area (sf) Area (ac) Pavement 9643 0.22 SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. FINISHED GRADE EXISTING GRADE I >. W W —W W .W SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINQSHIMP-ENGINEERING.COM 'T$ ♦ U 0-fu lP D L c No. 45183 3 z3 w4 OA RS�� AI. 8 ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL FINAL SITE DEVELOPMENT PLAN PRIOR TO MULCHING, LIGHTLY TAMP OUND THEBRACET ROOT SOIL LIFTS LIFTS TO BRACE TREE. DO NOT OVER E.DBALL IOV HTC AREA C COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO T O W N H O M E S SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOUL TO REDUCE THE COMPACTION TO THE AREA AND ALBEMARLE COUNTY, VIRGINIA DEPTH SHOWN. SUBMISSION: SLOPE AND ROUGHEN SIDES OF 2020.10.05 LOOSENED SOIL. REVISION: 2021.03.04 BID SET ORIGINAL GRADE 2021.11.30 ACSA SUBMITTAL EXISTING SOIL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 3X WIDEST DIMENSION OF ROOT BALL - 2�TREE ON SLOPE C 25% (4:1)to 50% (2:1 C12 Not To Scale FILE NO. LANDSCAPE PLAN: BLOCK III C12 /Not To Scale C12� 585 580 3 c W< z� C 575 " xc 570 W 565 a 560 " 555 600 595 590 585 580 575 570 565 v a 560 O 0 O�t o 07 o- +rn +m O O NU r7N 00 0p ^ e> 0 n +n +N N W m W 0 OM > > 7� �� �w 0- a- PVI STA. 13+00.00 N w 'o w PVI ELEV. 594.74 00 010 ,I; I- 60.00VC 7h O 00 �m +n o_ PVI STA. 11+30.00 o_ PVI ELEV. 591.34 o_ N U N w _ ° w + 0%PVI — O O - — — — — — 12.O 19K- J VDOT CD-1� SAG ELEV.591.57 F STA. 15+45 TO + co �� co + in �> _ -VDQT CCOVER - "ORCHID BEND" y _ X. GRADE TION HASR25CWIDE PAVEMENT V)w 0-0- (ROAD A) 30' PRIVATE ROW 18' ASPHALT _ 7K-1/all 15 MPH DESIGN SPEED AADT=303 2-07 1"=30' HORIZONTAL COVER 1"=10' VERTICAL nn Nioil Nil'N u1 in u1 u, ,n in in 0 ,o in ,n in u1 i ,o v Iw in u1 u, ,n i LO in u1 10+00 600 595 590 585 580 575 570 r m N 565 10+50 O O Lq � N 000 W +m +00 O 00 �> > QW QW HJ �n lil HJ rn- 11+00 11+50 12+00 12+50 13+00 13+50 14+00 II: ROAD A & WL PROFILE /BLOCK C13 / SCALE: VERT. 1"=10', HORIZ. 1"=30' • Wm �� Wm 0+00 10+50 11+00 11+50 12+00 12+50 BLOCK II: ROAD 31 & WL PROFILE SCALE: VERT. 1"=10', HORIZ. 1"=30' 13+00 13+50 00 N —P _ o M+ " + Ih0 NI MN 3: n d — wOH o o ro J O In — J 0 1100 it 61 N In li ' (n u')N —00 O co co N _ - v m o o - - o - - > -- _ Z - _ ? 10+50 - 11+00 11+50 12+00 12+50 13+00 13+50 14+( ��BLOCK II: STORM PROFILE Al -A7 595 590 585 Z m 580 z 0 0 575 Z 570 O Iq °i 565 0 560 > Z SCALE: VERT. 1"=10', HORIZ. 1"=30' FARM 7 M Opp m < m m - - z aN+ NOS N, om FW GRADE < ✓`_ o m DE N `95% STANDARD~ �- N H vj 85 - ----"-vs-�--o-".- ZUIN - > vo- CTORn- TA �U Ac, 0' COMPACTED o o Z > zz ~N DA FLL I oa @ 0 n n z > 0> n MPACTED FILL > - z 595 590 585 580 575 570 565 560 5 605 600 595 590 585 800 575 570 00 N r 565 Qoli, LT:Ir" 580 575 55670 14+00 5 590 590 585 585 580 580 575 575 570 570 565 565 560 560 0555 600 595 590 585 580 575 570 565 ONNECT TO 55 0 EX. WL WITH 14+50 15+00 15+50 16+00 BEND FOR 12" 16+5(YDOWNWARD SEPARATION VERTICAL ANGLE UNDER 18" STORM 0 Oa oa o 0 0� ON O� O 00 ON +m ,6 O 0 00 HJ HJ > > O p NW co J QW p� p UU HH V1W N W co,f1 00 m >> as o'n 00 PVI PVI 605 600 - 595 v of 585 L$�i' • —�Fi�G_i • � 3tl■3�3�i3.T:��:i�1lSIIlG1R1... ����1�7:iY.'lff.�M•�1!iY1�Jll�Y7 rY!E'__'.' -- .r�aJ�a�11•1 ���■Zi!A9111 .. ���■gym •-' - • �• .> ,D+DD ,G+SG AADT=303 r•-3(Y HORIZONTAL 1,+00 11+ 605 600 595 590 5 3 \BLOCK II: ROAD 32 & WL PROFILE C13 SCALE: VERT. 1"=10', HORIZ. 1"=30' 600 590 595 585 590 580 585 575 580 U ON 570 575 O 565 570 0 565 O 11+0u n O 560 0 ° o� Z a� o � � N W _ d a O ~ - > z Z - >> zz 10+50 z O N r r BLOCK II: STORM PROFILE A4-A4A z-- SCALE: VERT. 1"=10', HORIZ. 1"=30' 11+00 11+50 12+00 BLOCK II: STORM PROFILE A5-E5 SCALE: VERT. 1"=10', HORIZ. 1"=30' 605 600 595 590 585 580 575 570 5 600 595 590 585 580 EX. 2, RCP OL 575 570 CH � I � I r . � 1 �i ■ ■ lIIIIIIIIIIIIIIIImm 1 I I �a i BLOCK III: STORM PROFILE Al -A2 SCALE: VERT. 1"=10', HORIZ. 1 0 n 600 ro N 595 a Lo N 590 585 580 575 570 565 12+50 560 595 590 580 575 570 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINQSHIMP-ENGINEERING.COM IT$ L c No: 45183 16, 3 z3 w4 VA A 0y RS AL FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL FILE NO. STORM SEWER,ROAD, & WL PROFILES io+oo 10+50 11+00 „+So 12+00 ,2+Ssos 0> Z_ 10+50 11+00 11+50 12+00 12+50 13+os� BLOCK II: STORM PROFILE A7-F3 zz 8 BLOCK II: STORM PROFILE A4A-G6 C13 SCALE: VERT. 1"=10', HORIZ. 1"=30' C13 SCALE: VERT. 1"=10', HORIZ. 1"=30' Cl 3 Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: April 2016 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards - Version 1.0, adopted in December 2015, except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. 11. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. 600 595 590 585 580 575 570 565 560 z 600 595 590 585 580 575 570 565 560 555 595 590:1 } 4 585 4A m N 1 � o as x Elf � a — WATE SERVIC z w CO O / za z � cn N O CD o x / a a / SFRVIC a X W 18" MIN. SEPARATION _7 00 - o of , SEP RATION O N N SEPARATION O N O N N H O M O - - n > > - �z 10+50 Z z z 11+00 11+50 12+00 12+50 - 13+00 13+50 14+00 14+50 15+ D- - o> >z z ��BLOCK II: SAN PROFILE 1 A-4A 580 n d 575E D 0 570 z SCALE: VERT. 1"=10', HORIZ. 1 2 BLOCK II: SAN C14 SCALE: VERT. 1"=10', HORIZ. PROFILE 2A-2D ZA + OJO a o�- = 3A o LO N 4A = � + M i HN a - o 00 � z 10+00 10+50 11+00 11+50 12+00 12+50 3 BLOCK III: SAN PROFILE 1 A-4A �C14 SCALE: VERT. 1"=10', HORIZ. 1"=30' 13+00 600 595 590 585 580 575 570 600 595 590 585 580 575 570 565 560 600 595 590 585 580 575 570 565 4%, SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINQSHIMP-ENGINEERING.COM 'T$ L c No: 45183 3 z3 44 OA RS `�_SSIONAL 8 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL FILE NO. 20.018 SAN. SEWER PROFILES C14 ��— NO 3 J Ndni 1 N- / 560 575 570 565 560 555 5 1 BLOCK C15 SCALE:)"=3( PRUNE TREE BRANCHES UP TO 7' ABOVE GROUND TO PERMIT SIGHT DISTANCE SIGHT DISTANCE PLAN VIEW ON CONNOR DRIVE ENTRANCE 0 30 -- ----------------------------------------------------------------------------------- ' J \ — COMPUTED EDGE OF 10+00 `- TRAVELWAY (BIKE LANE) 11+00-280 SDDE---- _ - ----------- 12+OQ�----------- MILL 14+ ---� (M/,V 3 3 a0 �oNNod) / --- — — — — — — — — — — — ------ — -"------------- — — — r— (:E)BEOCK II: SIGHT DISTANCE PLAN VIEW ON BERKMAR DRIVE ENTRANCE \C15 SCALE: VERT. 1"=10', HORIZ. 1"=30' 610 605 600 x 595 60 90 590 5 10+00 HEIGHT OF_ r UJbIAN 0 ROUNDA LEFT - ON) EX. GRADE CE LOOKING RIGHT HEIGHT OF OBJECT=3.5' A GRAD — — _ DE 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 �— SIGHT TO ROUNDABOUT / 00RUNE EXISTING TREE BRANCHES gERKM AR DRIVE \ �/ \ UP TIT GROUND WIDTFI R�W� AD ALK PERMSIGHT DISTANCE (VARIABLE SIGN SI \ SOT 5 3Vj' OT A— I.OT 2 1302 5F7 96LOT13725F —_— --- --/743 SF— ---- 9a �AT VTYA 1 1 30 61 91 OF 2 GHT DISTANCE LOOKI T FY EX. 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 580 4 BLOCK II: SIGHT DISTANCE PROFILE ON BERKMAR DRIVE ENTRANCE C15 SCALE: VERT. 1"=10', HORIZ. 1"=30' 575 570 565 560 555 14+565° 2 )BLOCK II: SIGHT DISTANCE PROFILE ON CONNOR DRIVE ENTRANCE PRUNE TREE BRANCHES UP TOY C15 SCALE: VERT. 1"=10', HORIZ. 1"=30' \ J' % ABOVEGRWNDTOPERMITSGHT \✓— / DISTANCE -------------------------------------------------------- LOCKWOOD DRIVE LL COMPUTED EDGE OF 13+00 ' _ _ _ _ _ _ _ — _ �9-re�i58_PUB LC RJW OVERLAP TRAVELWAY (BIKE LANE) -2 MILL DB 3414 PG 273 AND oNERuv / --------------------------------------------15s-------- ` '� SSD - - ------ 1 p I1 - - ------------------ 1 S� --- ----- -15 86 -- -- -- -- — — ---->< — — — LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT fi i LOTv� LOT 8 LOT 9 LOT 10 3818 SF 1654 SF 1654 SF 1654 SF 3515 SF / D n j 3515 SF I 1654 SF 1654 SF— — 1654 SF 3933 SF 5 BLOCK III: SIGHT DISTANCE PLAN VIEW ON LOCKWOOD DRIVE ENTRANCE C15 SCALE: VERT. 1"=10', HORIZ. 1"=30' 30 0 30 6V VV Scale: 1' =30' Note: Block III Entrance qualifies for a low -volume commercial 'y' entrance because less than 50 of the 72 ITE average daily trips will utilize the entrance. This is due to the walkability of the nearby 590 Hollymead Towncenter (amenities within a half mile of Block III), and the existing onstreet spaces on Lockwood Drive (spaces will 565 reduce trips through the entrance). Thus, the Block III Entrance is designed to low -volume commercial entrance standards. This 560 allows the use of stopping sight distance for the intersection. 575 570 5 14+50 15+00 15+50 595 590 565 580 575 570 5 / ------------- 610 605 600 595 55990 16+00 5 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINQSHIMP-ENGINEERING.COM 'T$ ♦ v �SfIIMA L c No. 45183 OA RS ``$$rOIVA1. 8 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL FILE NO. 11 I SIGHT DISTANCE PROFILES 1'0+00 10+50 11+00 11+50 12+00 12+50 13+00 13+Ss� 6 BLOCK III: SIGHT DISTANCE PROFILE ON LOCKWOOD DRIVE ENTRANCE C15 SCALE: VERT. 1"=10', HORIZ. 1"=30' C15 HTC AREA C TOWNHOMES - BLOCK 2 i lI 0 jj4' 94 E Egs9E(�1€oNT 5 930 NQ I N '% Ix LD-204 Stormwater Inlet Computations Inlets on Grade Only Sag Inlets Only 1„ 92w 92w v 2. rn a y E > rn v g - o. w `m a a �' a •� N 6 g P v y PRUNE TREE BRANCHES UP TO 7' O a y0 92 °0 92°° Nm x 70 m m r L m - w rn aS, N ABOVE GROUND TO PERMIT SIGHT DISTANCE '\ 2 v_m n t13U a m i m ti w E m a i .. -^� -- A7 DI-7 3.5x3.5 15765 0.36 0.63 0.23 4.0 0.92 0.00 0.92 0.015 0.030 0.02 0.083 0.10 0.5 0.20 2.08 6.5 1.49 0.00 1.49 0.015 0.030 0.02 0.083 0.14 0.5 0.27 2.21 A6 01-2A tO 34430 0.79 0.75 0.60 4.0 2.39 0.00 2.39 0.015 0.060 0.02 0.083 5.15 0.23 100.0% 239 0.00 6.5 3.88 0.00 3.88 0.015 0.060 0.02 0.083 6.90 026 95.8% 3.71 0.16 A5 DI-3C 10 18680 0.43 0.75 0.32 4.0 1.28 0.00 1.28 0.015 0.006 0.02 0.083 0.12 0.5 0.23 3.46 6.5 2.09 0.00 2.09 0.015 0.006 0.02 0.083 0.16 0.5 0.32 4.44 A4A DI-7 4 3x3 11460 0.26 0.82 0.21 4.0 0.86 0.00 0.86 0.020 0.085 0.02 0.083 3.15 0.14 100.0% 0.86 0.00 6.5 1.39 0.00 1.39 0.020 0.085 0.02 0.083 3.79 020 100.0% 1.39 0.00 A4 DI-2A 8 23555 0.54 0.67 0.36 4.0 1.44 0.00 1." 0.015 0.070 0.02 0.083 3A9 0.20 100.0% 1.44 0.00 6.5 2.34 0.00 2.34 0.015 0.070 0.02 0.083 5.12 023 100.0% 2.34 0.00 A3 DI-2A 4 2335 0.05 0.76 0.04 4.0 0.16 0.00 0.16 0.015 0.050 0.02 0.083 1.97 0.17 100.0% 0.16 0.00 6.5 0.26 0.16 0.43 0.015 0.050 0.02 0.083 1.51 0.16 100.0% 0.43 0.00 A2 DI-2A 6 7140 0.16 0.67 0.11 4.0 0.44 0.00 0." 0.015 0.030 0.02 0.083 1.60 0.16 100.0% 0.44 0.00 6.5 0.71 0.00 0.71 0.015 0.030 0.02 0.083 1.91 0.17 100.0% 0.71 0.00 Al DF3C 10 17770 0.41 0.62 0.25 4.0 1.02 0.02 1.04 0.015 0.007 0.02 0.083 0.24 0.5 0.49 5.88 (REPLACE) 6.5 1.66 0.16 1.82 0.015 0.007 0.02 0.083 0.29 0.5 0.58 8.09 B1 (EX) DI-3B 6 7330 0.17 0.80 0.13 4.0 0.54 0.00 0.54 0.015 0.032 0.02 0.083 1.85 0.16 100.0% 0.54 0.00 6.5 0.88 0.00 0.88 0.015 0,032 0,02 0.083 2.88 0.18 94.9% 0.83 0.04 C1 (EX) l 10 19210 0.44 0.73 0.32 4.0 1.29 0.00 1.29 0.015 0.030 0.02 0.083 3.08 0.27 100.0% 1.29 0.00 6.5 2.09 0.00 2.09 0,015 0,030 0.02 0.083 6.64 0.31 100.0% 2.09 0.00 D2 (EX) DI-3B 8 11280 0.26 0.76 0.20 4.0 0.79 0.00 0.79 0.015 0.030 0.10 0.083 1.83 0.16 91.7% 0.72 0.07 6.5 1.28 0.00 1.28 0.015 0.030 0.10 0.083 2.80 0.18 81.6% 1.05 0.24 D1 (EX) DI-3B 6 6050 0,14 0,79 OA1 4.0 0.44 0.07 0.51 0.015 0.067 0.02 0.083 1.56 0.18 95.7% 0.49 0.02 6.5 0.72 024 0.95 0.015 0.067 0.02 0.083 1 2.00 0.17 82.9% 0.79 0.16 HTC AREA C TOWNHOMES - BLOCK 3 LD-204 Stormwater Inlet Computations Inlets on Grade Only Sag Inlets Only 0o arCmn o o O. x V O W > -rn.2� = A2 l 11 49865 1.14 0.49 0.56 4.0 2.25 0.00 2.25 0.015 0.020 0.020 0.083 0.27 0.5 0.53 6.9 6.5 3.65 0.00 3.65 0.015 0.020 0.020 0.083 0.30 0.5 0.61 8.8 B1 DI-3B 8 24960 0.57 0.79 0.46 4.0 1.82 0.00 1.82 0.015 0.017 0.020 0.083 6.4 0.25 96.9% 1.76 0.06 6.5 2.96 0.00 2.96 0.015 0.017 0.020 0.083 8.3 0.29 84.1% 2.49 0.47 AO l 8 5160 0.12 0.48 0.06 4.0 0.23 0.06 0.29 0.015 0.030 0.020 0.083 1.6 0.13 100.0% 0.29 0.00 (Existing) 6.5 0.37 0.47 0.84 0.015 0.030 0.020 0.083 3.8 0.20 100.0% 0.84 0.00 HTC AREA C TOWNHOMES - BLOCK 2 LD-229 Storm Drain Design Computations From To Catch. Runoff Increment Accum. Total Total Total Up Down Pipe Invert Pipe Pipe Velocity Flow time Structure Structure Area Coef AC AC TOC Intensity Flow Invert Invert Length Slope Diameter Capacity Increment (act (min) (in/hr) (cfs) Elev. Elev. (ft) % (in) (cfs) (ft/s) (min) 1 2 3 1 4 1 5 16 7 8 9 10 11 12 1 13 14 1 15 16 17 A7 A6 0.36 0.63 0.23 M23 5.00 6.81 1.55 569.00 568.00 75.39 1,33% 15 8.1 5.1 0.25 A6 A5 0.79 0.75 0.23 0.46 5.25 6.74 3.09 567.80 567.20 71.88 0,83% 15 6.8 5.2 0.23 E5 E4 0.16 0.81 0.13 0.13 &00 6.81 0.90 587.44 587.00 58.98 0,75% 12 3.3 3e 0.27 E4 E3 0.00 0.00 0.00 0.13 5.27 6.73 0.89 586.90 585.20 26.90 6.34% 12 9.7 T7 0.06 E3 E2 0.05 0,46 0.03 0.16 5.33 6.72 1.06 585.00 579.50 54.24 10.14% 12 12.3 9.6 0.09 E2 El 0.10 0,65 0.06 0.22 5.43 6.69 1.48 579.00 573.80 66.76 7.79% 12 11.0 9.6 0.12 E1 AS 0.11 0.69 0.08 0.30 5,54 6.65 1.99 572.80 569.20 29.42 12.24% 12 13.5 12.3 0.04 AS A4 0.43 0.75 0.32 1.08 5,58 6.65 7.17 567.00 566.20 78.69 1.02% 18 11.5 6.9 0.19 A4A A4 0.26 0.82 0.21 0.21 6,00 6.81 1.46 572.00 567.70 48.40 8.88% 15 22.2 9.8 0.08 A4 A3 0.64 0.67 0.36 1.66 5,77 8.60 10.90 566.00 565.20 77.15 1.04% 18 11.6 7.5 0.17 A3 A2 0.06 0.76 0.04 1.69 5.94 6.55 11.09 565.00 564.50 28.58 1.75% 18 15.1 9.3 0.05 A2 Al 0.16 0.67 0.11 1.80 5.99 6.54 11.78 564.30 563.81 25.S7 1.92% 18 15.8 9.8 0.04 Al A0 0.41 0.62 0.25 206 6.04 6.52 13.43 563.61 562.95 40.97 1.62% 18 17.4 10.9 0.06 AO BO 0.08 0.73 0.06 212 6.10 6.51 13.79 561.25 559.79 127.60 1.14% 18 13.1 7.6 0.28 (OFFSITE) B1 l BO 0.17 0.80 0.13 0.13 5.00 6.81 0.92 562.99 560.53 50.43 4.88% 24 53.6 6.5 0.13 (OFFSITE) C1 (ST-73) CO 0.44 0.73 0.32 0.46 5.13 6.77 3.09 595.02 593.20 63.29 2.88% 15 11.9 8.1 0.13 (OFFSITE) D2 (ST-58) D1 0.26 0.76 0.20 0.65 5.26 6.74 4.40 577.69 565.83 142.81 8.30% 18 32.8 12.9 0.18 (OFFSITE) 01 (ST--57) DO 0.14 0.79 0.11 0.76 5.44 6.68 5.11 565.76 547.70 352.13 5.13% 18 25.8 11.3 0.52 (OFFSITE) F3 F2 0.06 0.76 0.05 0.05 &00 6.81 0.32 584.00 578.10 95.23 6,20% 8 3.4 5.9 0.27 F2 F1 0.07 0.73 0.05 0.10 5.27 6.73 0.65 578.00 672.10 107.24 5.50% 8 3.2 TO 0.26 F1 A7 0,13 0.76 0.10 0.19 5.52 6.68 1.28 572.00 570.00 27.11 7.38% 8 3.7 9.4 0.05 G1 A4A 0.00 0.00 0.00 0.19 5.57 6.65 1.28 578.00 572.10 107.24 5.5D% 8 3.2 7.0 0.26 HTC AREA C TOWNHOMES - BLOCK 3 LD-229 Storm Drain Design Computations From To Catch. Runoff Increment Accum. Total Total Total Up Down Pipe Invert Pipe Pipe Velocity Flow time Structure Structure Area Coef AC AC TOC Intensity Flow Invert Invert Length Slope Diameter Capacity Increment (ac) (min) (in/hr) (cfs) Elev. Ell (ft) % (in) (cfs) (ft/s) (min) 1 2 3 1 4 1 5 1 6 1 7 1 8 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 A2 Al 1.14 0.49 0.56 0.56 SOO 6.81 3.83 578.00 576.00 94.68 2,11% 15 16.5 7.6 0.21 Bt Al 0.57 0.79 0.46 OAS &00 6.81 3.10 576.50 576.00 13.35 '.: 3,75% 15 13.6 9.0 0.02 Al AO 0.00 0,00 0.00 102 5.21 6.75 0.87 575.19 57212 34.62 '.: 8.87% 24 67.4 13.8 0.04 590 585 580 575 570 3.5' for 590 585 580 575 570 510+00 10+50 11+00 11+50 12+Q65 63 IS�'HORIZ. o D PROFILE{:EAST INTERSECT PURPLE FLORA BEND RD. B1 & ORCHID BEND RD. A C \P 30 6- 3-0 60 Scale: 1 "=30' ISD PLAN: WEST INTERSECT PURPLE FLORA BEND RD. B1 & ORCHID BEND RD. A 3 SCALE:1 "=30' 600 r _W = - -P i i HEIGHT nr_ 1 600 595 590 595 590 W, 510+00 10+50 11+00 11+50 12+00 12+5Q5 2�)ISD PROFILE: WEST INTERSECT PURPLE FLORA BEND (RD. B1) & ORCHID BEND (RD. A '1 SCALE: VERT. 1"=10'. HORIZ. 1"=30' 1 i , .. • �. .-1 m I �! I '/ n i© ,' ,�•. MEN lig f 1 1 1 •1 •/ 1 SCALE:1 "=30' 600 595 590 I-EYE=3.5' HEIGHT OF 100SIGHT DISTANCE LEFT OBJECT=3. ' GRADF .e SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINQSHIMP-ENGINEERING.COM 'T$ 595 U �fump' L c No. 45183 3 1 4z3 w4 590 \`sSIONAL 6 510+00 10+50 11+00 11+565 ISD PROFILE: PURPLE FLORA BEND (RD. B2) & ORCHID BEND (RD. A SCALE: VERT. 1"=10'. HORIZ. 1"=30' PRUNE TREE BRANCHES UP TO 7' ABOVE GROUND TO PERMIT SIGHT DISTANCE I I I I I I � I I 1 I � I I / i 30 0 30 / / 60 Scale: 1 "=30' 5 ISD PLAN: EAST INTERSECT PURPLE FLORA BEND RD. B1 & ORCHID BEND RD. A C13 SCALE:1"=30' FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL FILE NO. 20.018 SIGHT DISTANCE & 90 DRAINAGE CALCULATIONS C 16� 8"MIN EMBEDMENT REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL IN LARGER THAN 5" IN ANY DIMENSION 24"MI SPRING LINE I/��\ OF PIPE—L7 �(u1J~ NO. 68 STONE — 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 (ALL 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 ( NOT TO SCALE Face of Curb- 6in Rlft3in -7� Q� Invert Line I8in RIft6in _-__- ! 6uildeYs Option: Area may be concrete /1 Bottom of curb may follow slope subbase provided a minimum d tttttttttttNlllll������ S_ of 7 inches is maintained. I ft0in 2ft0in Rolltop Curb TYP. ) Note: Provide 5' interval of smooth transition to CG-6 Curb & Gutter 2 �ROLLTOP CURB DETAIL C1 ] NOT TO SCALE VDOT: CG-9 DRIVEWAY APRON SPEC. 509 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS VDOT: STD. METHOD OF SHAPING MANHOLE & INLET INVERTS SPEC 106.08 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS VDOT: DI-7 SPEC. 104.23 iliii:�iP[yi�lli.Ltl:I:Ub77:{tl��711:J■:isL'115:±�:J:�IIilJi71.1►11L'1:11b7 6 )VDOT: STD MH FRAME & COVER SPEC. 106.04 C1 ] REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS NOTE: DUE TO REVISED VDOT PLAN REQUIREMENTS EFFECTIVE AUTUMN 2021) VDOT STANDARD DETAILS CAN NO LONGER BE SHOWN ON PLAN SHEETS. REFER TO VDOT ROAD & BRIDGE STANDARDS FOR LATEST DETAILS. VDOT: CG-6 SPEC. 201.03 KEFEKENUE LAIESI UEIAILS FKUM VUUI KUAU & I3KIUUE 51ANUAKUS 1-313 & DI-3C SPEC. 104.09 KEFEKENUE LAIESI UEIAILS FKUM VUUI KUAU & I3KIUUE 51ANUAKUS 9 VDOT: DI-2A SPEC 104.03 C1 ] REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS VDOT: MH-1 SPEC. 106.01 KLFLKLNUL LAIL51 ULIAILJ FKUM VUUI KUAU & tJKIUUE bIANUAKUS 11 )VDOT: CG-2 SPEC. 201.01 C1 ] REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS 12 VDOT DETAILS: CG-12 SPEC. 204.01 - 204.05 C1 ] REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINQSHIMP-ENGINEERING.COM 'T$ L c No: 45183 OA RS `�_SS IONAL 8 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL FILE NO. 20.018 VDOT & ACSA DETAILS U16 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 w BE CORED AND A FLEXIBLE w CONNECTION " BOOT " oINSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN Z N a NTS FIG. S-I-B ACSA: TYPICAL MH TIE IN PLAN VIEW NOT TO SCALE L= E GALVANIZED WITNESS POST WITH E ENDS PAINTED BLUE IN REMOTE AREAS •:ECTED, MARKER LOCATION MAY BE SUBJECT T HI _'HIWAY DEPARTMENT APPROVAL. FI I HE S3A_E I.J -I T-ILE TRAFFI -7E1 r 1. LiE BOX W/ LIL I z u I I W TE 2500 P.S.I. CONCRETE THRUST BLOr,•K M j. GATE VALVE 2'x 2' BEARING A, E- NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG, W-5 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED 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 A VARIES CHANNEL TO BE FILLETS IN 1 3/4 DIAMETER OF CONTRIBUTING=i_- SEWER. ° ° e 12" A FILLETED INVERT FOR A SMOOTH ad TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 ACSA: TYP. MANHOLE SECTION BRANCH TIE-IN NUI IU SUALE ilk r yM P.)STEP e a � e 6' O NOTE; MIN. 60' DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSS 04, USE APPROVED FLEXIBLE RUBBER y annT d GASKETED STOP COUPLING 27• PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY `90• RESTRAINED BEND a a e rt A e 'E 1 r 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. S. 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-C2 TD-30 ACSA: INTERNAL DROP CONNECTION NU I I U 5(;ALE COMPRESSION . 3/4' MALE PIPE COU-UNG OR AaPROV0 EQUAL I' TYPE 'K' SOFT COPPER I*%I'y NOTE NO SWEATS. nmNGS -L JERVICE - TYPE it SOFT COPPER SINGLE SERVICE NOTE 1) SADDLES SHALL BE USE: ON PVC PIPE THE FOR USE ON ATIACHM SINGLE FAMILY RESIDENTIAL sD�ICES OR DUAL RESIDENTIAL ANO IRRIGATION SERVICES �2. R t' COMPRESSION . 3/4' MALE'RE CGJPUNG CA APPROVED EWAL FOA USE UN UETACHEd 'ANGLE FAMILY ;+EWVC TIAL SERVICE WERE AN IRRIGATION MEIEA 14 NCT PRCACEP CAST IRON UP. nh13IED GRADE // LSIGKAING HALL AR OX iw� '3O' pI OU ' MN tT cui* h;a DEW: COUPDNG� y s, •� CORPORATION STOP `''!_ y'• %M�'A' t -;r� "• NEBRICKCESSARY A 'i�l�r�l: NECESSARY SAND OR DUST ,HIDER A' 01AVV ER GRAIN PPE 12' Box AND sEr1Fn t2-wcM 4.1 . LONG STOW POCKET. N10T MINML.N TFICNNESS1 �:LL1•�.N^• SPEC. 2O& NO. 57 AGS:EGATE ...... :oe::K .....z TYPICAL SERVICE LATERAL INSTALLATION (5/8'/ & 1" METERS) NTS FIG. W-6A TD-10 CSA: TYP. SERVICE LATERAL INSTALLATION NUI IU SUALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTA SOIL INITIAL BACKFILL 4JMI a s• MIN MIN. #68 STONE LAR FILL AS 20VED BY ACSA STABLE SOIL OR ROC\ 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 NUI IU SUALE y■1dl�:�y�:i�l N7���I�:L1�K•P►I�IX�IIPP►■�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. / ■Ill►■�I►1q 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 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 JUSTINQSHIMP-ENGINEERING.COM 'T$ L c No. 45183 3 z3 .4.0 A RS \`sSIOIVAI 8 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL FILE NO. ACSA DETAILS 2 ACSA: GATE VALVE TYP. 8 ACSA: FIRE HYDRANT ASSEMBLY C16 NOT TO SCALE C1 g NOT TO SCALE C18 3.0' RON SUBGRADE MIN. CBR=6.0 TO BE FIELD 5' SIDEWALKI VERIFIED (TYPJ 6' ICG-61 LANE ROAD LANE ICG-6 6' 15' LANDSCAPE CL PUNTING SIDWALK STRIP STRIP ROAD A "ORCHID BEND": SECTION A -A SCALE: 1:10 I VERIFIED (TV.) 9'x18' I1 6' SIDEWALK I OPEN HOUSE PAVED 3' LANE ROAD LANE GUEST PARKING CG -6SPACE DRIVEWAY ROLLTOP CL CURB OPEN SPACE '� 2 \ROAD A "ORCHID BEND": SECTION B-B SCALE: 1:10 HOUSE PAVE 3 DRIVEWAY ROLLTOP CURB �3__�ROAD A "ORCHID BEND": SECTION C-C C18 SCALE: 1:10 ROAD QL CURB k rCONCRETE APRON SUPERPAVE (TYP.)� 2.5" BM-25 (TYP.) I 6" VDOT .N'21A I BASE (TYP.) I COMPACTED I SUBGRADE MIN. CBR REM TO BE FIELD VERIFIED (TV.) I I LANE ROAD LANE GUTTER CL 4 - , 5 A3 PSI C3O000NCRETE §) CONC. 4^_ VDOT {21A tGR. BASESTONE . TYPE I COMPACTED SUE 121E MIN. CBR-6.0 11 TO BE REM VE 5' SIDEWALK PAVED DRIVEWAY I I 57.6' ROW HOUSE I� rc 0 6.5' RO ' 1I'D' 11.0 J.0', �18.0' MINA RW I�� 7L` 18.0' MIN. I I II I ' —8.0 ".0' I t�� — — 2% 2R 12M 8� / 2% 1.5 - 4'- 3.000 1 SUPERPAVE (TV.) I PSI CONCRETE I 1 n 2.5' BM -VD T #21 BASESTONE STOT /21A 1 BASESTONE CURB & 6" VDOT y21A COMPACTED SUBIfpRADE L CURB & CONCRETE _ CONCRETE RCLO APRON 11 BASE (TYP.) 11 MIN. CBREUL 0 ® APRON COMPACTED TO BE FIELD VERIFIED 2R SUBGRADE MIN. I ® I. _ B% 29. 29, 89. _ _ .., CBR= FIELD TO BE 9 SATYR 4PSIBASESTOE (BASE)T PER—_ 72.5-BMA25((TYP)) _. _.SIDEWALK1LWSTRIP CL SCAPE ICG-6, LPNE RdPD �RILANE (YP)(PEARZIL FUES CG-6SIDEWALKpi VED COMPACTED SUBCRApE VDOT M21A ) w MIN. CBR-6.0 SIZE 218 BASE (TV.) 1 1 o 60 11 TO BE FIELD VERIFIED COMPACTED I n a I SUBGRADE MIN. I I C8R=8.0 I TO BE FIELD I LANDSCAPE STRIP, I TO BE FIELD LANDSCAPE STRIP, )] )] VERIFIED (TV.) 1 1 1 1 PAVED ENTRANCE VERIFIED (TV.) PAVED ENTRANCE 6 ROAD B 2 PURPLE FLORA BEND SECTION A - A HOUSE PAVED SIDEWALK D ENTRANCE' LANE ROAD LANE D CG-6 SIDEWALK DRIVEWAY HOUSE DRIVEWAY CL IDG_61 LANE ROAD LANE ICG_6 5' OPEN I HOUSE ��ROAD B1 "PURPLE FLORA BEND": SECTION A -A C18 SCALE: 1:10 CL SIDEWALK SPACE 4 ROAD A "ORCHID BEND": SECTION D-D C18 SCALE: 1:10 SCALE: 1:10 HOUSE PAVED 3' GUEST DRIVEWAY ROLLTOP PARKING CURB / \ROAD 31 "PURPLE FLORA BEND": SECTION B-B C 1 8 J SCALE: 1:10 4"- 31000 PSI CONCRETE O I O O O O 4"- VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 15+00 TO BE FIELD VERIFIED (a)TYPICAL SIDEWALK SECTION C1 8 NOT TO SCALE " SM-9.5A 0000000000 SUPERPAVE 6" VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 9 )TYPICAL DRIVEWAY & PARKING PAVEMENT C1 8 NOT TO SCALE FIELD VERIFIED (TV.) II I LANE ROAD LANE ICG-61 CL SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINQSHIMP-ENGINEERING.COM IT$ ♦ v �SfIIMA L c No. 45183 3 1 4z3 `.w4 OPEN SPACE � Syr•�y `_ `SIOIVAL L FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL FILE NO. 20.018 ROAD & PAVEMENT SECTIONS cig NOTE: TYPICAL ROOF DRAIN SHALL BE 8" SDR-40 PVC OR DOUBLE -WALL HDPE (ADS N-12 OR EQUIVALENT). DRAINS SHALL BE CONSTRUCTED PER PLAN WITH THE FOLLOWING MINIMUM INSTALLATION REQUIREMENTS: MIN. 12" COVER, MINIMUM 1.0% SLOPE. 24" NYLOPLAST DRAIN BASINS SHALL BE USED. WHERE THE INCOMING AND OUTGOING PIPE DOES NOT CHANGE ALIGNMENT, AN INLINE DRAIN MAY BE USED. NYLOPLAST 24 " INLINE DRAIN: 2724AG X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (B) MINIMUM PIPE BURIAL DEPIH R PIPE INVERT ACCORDING TO MANUFACTURER PLANSMAKE OFF RECOMMENDATION CTURER RECOMMENDATION THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1-GRATESARO.ID COVER SHALL BE DUCTILE IRON PER ASTM A535 GRADE 705D05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH 2- FRAMES SHALL BE DUCTILE IRON PER ASTM AIRS GRADE 7D504)5. NYLORASTHASPROPRIETAWRIGHTS, THERECEIPT 3- DRAINAGE CONNECTION STUB JOINT TIGHTNESS$HALL CONFORM TO ORPOSSESSIONOFTHISPRINTDOESNOTCONFER, ASTM DM12 FOR CORRUGATED HDPE (ADS N-12NANCOR DUAL WALD, TRANSFER OR LICENSE THE USE OF THE DESIGN OR N-12 HP, & PVC SEWER. TEBHNICOL INFORMATION SHOWN HEREIN 4-DIMENSIONS ME FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY. REPRODUCTION OF THIS PRINT OR MY INFORMATION 5 - DIMENSIONS ME IN INCHES CONTAINED HEREN, OR MANUFACTURE OF MY 8-SEE DRAWING NO. W01-110275 FOR ADS N-12& RANCOR DUAL WALL BELL ARTICLE HEREFROM. FOR THE DISCLOSURE TO OTHER INFORMATION & DRAWING NO. 7001-1103E4 FOR W12 HP BELL INFORMATION. 19 FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN _ 18" MIN WIDTH GUIDELINE S' MIN THICKNESS GUIDELINE ADAPTERSIZE B 4' 15.00 C 15.00 B 15.00 iP 15.00 tY 15.00 IF 15.00 18• IBM III IBM TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001.110.111 FOR NON TRAFFIC INSTALLATION. (3) VARIOUS TYPES OF INLET& OUTLET ADAPTERSAVAILABLE: 4"- 24" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER EX: SDR 35), PVC DWV (EX: SCH 40). PVC C9001C805, CORRUGATED & RIBBED (CORRUGATEDHDPESHOWM GRATEGPTgME LOAD RATING PART III DRAWNGs PEDESTRIAN MEETS 14t0 2{WCGP 7001-110318 STANDARD MEETS W20 2499LG5 TW1-110217 SOLD COVER MEETS H2O XBBCGC 7001-110218 DOME NI MWCGD 70D1-11021E DROP IN GRATE LIGHT OJIY 2UI1DI TW1-1104W5 DATE DATE DWG 912E A ISCALE I* SLEET 10" IDWG NO. BUFORD, GA M518 PHN MR 932-2M3 QUICK SPEC INSTALLATION DETAIL TOW 1003 RI E 4' MIN C V MIN DRAIN BASIN NON TRAFFIC INSTALLATION ....RUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INLINE DRAIN _...ER GRANULAR MATERIAL. MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, OR CUSS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 2401 DI APPROX DRAIN AREA =164.94 SO IN APPROX WEIGHI67M LBS Y L O L A 8 T �yol� 0 11 �II o � F 0 40X.60 O O T L L E 1 W 0 028.05 r� J 1.25 012 50 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN Br CIA MATERIAL 31NVERONAAW DIMENSIONS ARE IN INCHES NYUMNST HAS PROPRIETARYRIGHTS. THE RECEIPT BUFDND, 1RA 3XIS GRATE HAS LIGHT DUTY RATING OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE iS&1 WIN (iN1932 ALITY: MATERIAL HALL NF RMT RAOE7 TRARSFER OR LICENSE THE USE OF THE DESIGN 03 FA%pm)932a190 QU SS CONFORM TO OS005 N lO ast PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT TECRNK.FLIOOFTHISSINTORAYIIN REVISEDBY J.Jc v90JECTxo.MAME y 1nR.nygv enae.wm SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY CONTAIN CnOREIN,O3 ANUFACTUREOF FORMAIITIN TRUE CONTAINED HEREROM,FRMWE DISCLOSURE ETY DATE 2.2211 24 IN DROP IN ACT ICE,28 STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARORBID EN,MB,FORTHEDISCLo511RETo0THER5 JUSTICE, 2S CFR PART 38. IRMISSION i EKCEPTBYSBST. WRRTEN PERMISSION FROM Nri0PA5T. .. DWG S¢E A SCALE 1:8 SHEET tOFt DWG NO. i001.1f0-0)5 REV D (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHT AVAILABLE (ACCORDING TO PLANSRAKE OFF) NYLOPLAST 24" DRAIN BASIN: 2824AG X MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING RED. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLETADAPTERS AVAILABLE: 4' -24' FOR CORRUGATED HOPE (ADS N-12A4WCOR DUAL WALL, ADSHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED H�OPE��� SHOWN) 1 - GRATESISOUD COVER SHALL BE DUCTILE IRON PER ASTMA536GRADEI 2 - FRAMES SHALL BE DUCTILE IRON PER A41MA36 GRADI IO&1U9. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO R. N DETNLS. RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110 4 - DRAINAGE CONNECTION STUB JOINT TIOITNESSSHALL CONFORMTO ASTM D3212 FOR CORRUGATED HDPE (ADS WIVIANCOR DUAL WALL), W12 HP &PVC SEWER. 5-ADAPTERSCM BE MOUNTED ON ANY ANGLED TO W. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. MIA IHI2. (5) ADAPTER ANGLES AR ABLE 0'-3K ACCORDINGTO PLANS 18' MIN WIDTH GUIDELINE 8' MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) IS MIN. BASED DEPTH ACCORDING TO PLANS (8• MIN. BASED ON MANUFACTURING RED.) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PARTi DRAW PEDESTRIAN MEETS W10 2489CGP IBOt-110G16 STAND&RD MEETS K20 24BBCG3 ][01-116317 SOLD COVER MEETS H-20 2489CGC '_HI DOME WA 2189CG0 7081-110�18 DRCPNDRATE LNLIi d]IY bW1Dl ]Ipt-110G]5 DROP IN GRATE TOP SOIL 0801 DI 1001 D I NYLOPLAST DROP IN GRATES FIT INSIDE 1201 D I ADS N-12JHANLCOR DUAL WALL, SDR 35 1501 D I SEWER PVC,& SCH 40 DWV PVC PIPE _= 1801D1 2401 D I _ IIII II II IIII _ -7I L I L-a THIS PRIM DISCLOSES SUBJECT MATTER IN WHICH DRAWXBY ARIA MATERIAL 31NVERONAAVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT SUFORD GA30518 OR POSSESSION aF 1XIS RTINT DOES NOT CONFER DATE Si00 PIN (770)M-M3 TECHNIOBLINFLICENSE THE ORMATIONSHUSE OF THE OWNHERENEBIGNOR Nylo lasf „"",,,m0op,� .. REPRODUCTION OF THIS PRINT OR ANY INFORMATION REVISED BY EBC PROJECT NOMAME TITLE CONTAINED HEREIN, OR MANUFACTURE OFANY ARTCLEHEREFROMFCRTHEDISCLOSURETOOTHERB DATE 3&10 fiIN-M IN DROP IX GRATE INSTALLPIXIN IS FORBIDDEN, MOM MCEPT PLNST SPECIFIC WRITTEN au�.m DWG SIDE A SCALE 1:0 SHEET IOF1 DWG NO, 7001-110417 REV E IS PERMISSION FROM NTLOPLA SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINQSHIMP-ENGINEERING.COM 7 IT$ L c No: 45183 OA RS _s`SIOIVAL B FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL FILE NO. 20.018 ROOF DRAIN DETAILS C20 Rork Ecl%ond the Shoulder Operation ( Figure TTC-1.1) MOT PLAN FOR HTC AREA C TOWNHOMES Proiect Narrative Phase 1 shall include all work that can be completed on the Project site without encroaching on the shoulder. This involves grading and beginning new entrance construction. Use MOT Standard TTC 1.1. Phase 2 shall include all work on the Project site that requires shutting down the shoulder. This involves constructing the site entrances and new curb and gutter along existing streets. Use MOT Standard TTC 6.2. Phase 3 shall include all work on the Project site that requires shutting down a lane of traffic. This involves pavement Mill & Overlay and utility installation. Use MOT Standard TTC 23.2. Site Notes: 1. Signs W20-1, W9-3R, W9-2L, W4-2R, and G20-2(V) shall be mounted on posts. 2. All striping shall be painted within 24 hours of laying new pavement. 3. During Phase 2 the contractor shall maintain 11' travel lanes in both directions. 4. If edge lines are removed, a temporary edge line shall be installed. Maintenance Of Traffic Plan General Notes 1. It is not the intent of this plan to enumerate every detail which must be considered in the construction of each stage but only to show the general features necessary to provide for proper handling of traffic. The construction techniques ultimately used by the Contractor are to be reviewed by the Engineer. The Contractor shall submit traffic control plans not expressly outlined in the Virginia Work Area Protection Manual for approval at least 30 days prior to performing the work. No deviations from the plans will be allowed without prior approval from the Engineer. 2. The phases in this sequence of construction shall be followed unless the contractor submits an alternate sequence and secures the approval of the engineer for a sequence which will both expedite construction and lessen the effect of such construction upon the traveling public. Portions of roadways in the different phases may be constructed provided they do not interfere with existing traffic flow and/or do not cause any delay in project completion. 3. Under no circumstances will concurrent construction left and right of any lane be allowed unless otherwise directed by the Engineer or shown on these plans. 4. All work is to be performed in accordance with the latest revisions of each of the following: the 2011 MUTCD the Virginia 9 9 supplement to the MUTCD the 2011 Virginia Work Area PP 9 Protection Manual, 2020 Road and Bridge Specifications, 2016 Virginia Road and Bridge Standards, and as directed by the Engineer. 5. At the end of each day no more than 2 inches grade difference between travel lanes will be allowed during construction of the proposed roadway. 6. The clear zone is to be free of stored materials and parked equipment. See the Maintenance of Traffic Typical Sections for the required clear zone. Also, horizontal and vertical sight distances shall not be impacted by parked construction equipment. 7. All areas excavated below pavement surfaces at the conclusion of each workday shall be backfilled with aggregate base material to form an approximate 6:1 wedge against the existing pavement surface for the safety and protection of vehicular traffic as outlined within Appendix A of the Va. WAPM 2011 (latest revision). All costs for furnishing, placing, maintaining, and removing the 6:1 wedge shall be included in the price bid for other items in the contract and no additional compensation will be allowed. 8. Existing pedestrian access shall be maintained during construction. If existing condition cannot be maintained a pedestrian diversion or detour shall be installed meeting ADA requirements. 9. The contractor shall provide temporary drainage as required to prevent ponding of the water on the roadway and adjacent properties. Any temporary drainage on the project is the contractor's responsibility. The cost to install temporary drainage structures is to be included in the price bid for other items in the contract and no other compensation will be allowed. 10. The contractor shall maintain a minimum of 2 lanes 11 ft. wide, with the exception of pavement overlay operations. All lane closures to be proceeded by variable message sign notification of closure. When one lane of traffic is maintained, said lane is to be 14 ft. wide, including gutterpon. 11. All travel lanes shall be asphalt throughout construction unless otherwise approved by the Engineer. 12. Only uniformed law enforcement officers are allowed to directed traffic through an operating signal (see section 46.2-834 of Highway Laws of Virginia). Flaggers do not have the authority and shall not direct traffic through a signalized intersection. 13. When proceeding from one phase of construction to another phase, any existing or construction pavement markings that conflict with the new traffic pattern shall be eradicated and re -striped accordingly. 14. The contractor shall be responsible for maintaining any existing signs, unless otherwise advised by VDOT Engineer to remove or relocate. 15. Existing signs no longer applicable or in conflict with intended traffic control shall be removed or covered with opaque material. All other signs are to be maintained. 16. The contractor shall submit a Traffic Control Plan to the engineer for approval prior to the beginning of each phase. The Traffic Control Plan shall show all necessary traffic control devices, including signs, pavement markings and channeling devices. 17. All permanent pavement is to be constructed through the base course only in the initial stages. The final surface course is to be applied prior to switching traffic onto the new location or as approved by the Engineer. 18. The contractor shall review with the 9 project engi neer ineer the final P plan to maintain traffic for all phases of work. Any significant changes in Phase of Construction will require approval of the Virginia Department of Transportation (VDOT) Traffic Engineer. Minor adjustments of the maintenance of traffic plan shall be approved by the Project Engineer. 19. All signs mounted to Type III Barricades shall be crashworthy and shall be in accordance with the 2011 Virginia Work Area Protection Manual (latest revision). 20. All protective devices shall be in place to protect all signal foundations and poles prior to exposing to traffic. 21. The existing posted speed limits shall be maintained during construction unless otherwise approved by the engineer. 22. The Contractor must have at least one person certified in Work Zone Training at the Intermediate Level to design and at least one person certified at the Basic Level to install and maintain the work zone. 23. Flagging operation shall not hold traffic longer than 5 minutes without approval of the Engineer. 24. The Contractor shall provide notice to the Police, Fire, and Rescue, and the School Superintendent 48 hours in advance concerning all detours and road closures of any nature. 25. The contractor is responsible for coordinating the construction, signing and traffic management plan with other adjacent project under construction. 26. No traffic pattern switches will be allowed on Friday, Saturday, or Sunday and/or the day before a holiday or as directed by the project engineer. 27. A suitable foundation shall be provided for channelizing devices and all associated cost shall be included in the price of Group II channelizing devices. 28. The contractor shall maintain a minimum of one 11 ft. wide lane in each direction at all times except during temporary P 9 P Y lane closure or as directed by the Engineer. 29. All pavement markings and traffic flow arrows are schematic only. The actual location and application of pavement markings shall be made in accordance with section 512 & 704 of the applicable VDOT Road and Bridge Specifications, the MUTCD, the Virginia supplement to the MUTCD, the Road and Bridge Standards or as directed by the Engineer. Public Communications Plans and Transportation Operations Plan Notes Each lane closure will be governed by the times established by the Regional Traffic Engineer and the Traffic Operations Center as shown within the contract. The contractor and VDOT are to coordinate in notifying the public of proposed Lane Closures. The process developed by the Traffic operations Center for this purpose is as follows: a. Contractor submits to the Project Manager or Designee planned lane closures for the following week by 3 P.M. on Tuesday. b. Project Manager or Designee submits planned lane closures for the upcoming week using the Lane Closure Form. This form is to be submitted to the Traffic Operations Center and the Culpeper District Public Affairs office by Noon on Wednesday for the following week. c. Traffic Operations Center is to review the planned lane closure schedule and return it to the Project Manager or Designee by 9 A.M. Friday. d. Contractor to update the Project Manager or Designee of planned lane closures a minimum of 24 hours in advance of proposed lane closure as previously scheduled. e. Project Manager or Designee to advise Regional Operations Maintenance Manager of proposed lane closure. Project Manager or Designee to have VA -Traffic operator enter data in VA -Traffic and to update the Traffic Operations Center daily during lane closures activities. f. The Culpeper District Public Affairs Office will use various media publications to announce planned lane closures. g. The contractor shall contact Traffic Operations center, (540) 332-9500, when lane closures will be placed and once they are removed. The process to notify the Regional Traffic Operations Center to place lane closure information on the 511 system and VOIS will be: a. Contractor to advise VDOT project inspector and/or Construction Manager of planned lane closures a minimum of 24 hours in advance of proposed lane closure. b. Construction Manager to advise Residency Maintenance Manager of proposed lane closure. Maint. Mgr. to have VOIS operator enter data into VOIS and also advise Smart Traffic Cneter. The following is a list of local emergency contact agencies that shall be posted in clear sight in case of emergencies: Virginia State Police (varies by project location), 911 Center - 911, Hoz-mat Center (if spill involved) - 911 Procedures to respond to traffic incident that may occur in the work zone: a. Contractor to notify Virginia State Police, VDOT Inspector in Charge and Regional Traffic Operations Center. b. Depending upon severity of incident, contractor may have to cease work. c. Upon arrival on scene, Virginia State Police to determine response necessary to allow traveling public around incident. d. Inspector to notify Construction Manager/Area Construction Engineer of incident and take pictures as necessary, especially pictures of contractor's Work Zone to verify the proper set up. Process of notification of incident to be followed is: Contractor to call: Project Maintenance of Traffic Coordinator (Inspector) TBD (VDOT) Project Manager (Construction Manager) TBD (Site Contractor) Area Construction Engineer TBD (VDOT) Residency Administrator TBD (VDOT) Regional Work Zone Safety Coordinator Forester Wright 540-569-6985 Regional Traffic Engineer Jamison Strasser (VDOT) 540-829-7411 The Virginia State Police report of the incident will be reviewed by the Area Construction Engineer to determine if any modification of the Temporary Traffic Control Plan is necessary. If it is determined that it is necessary to alter the plan, then a meeting will be called with the contractor, VDOT project personnel, VDOT traffic safety representatives and the Virginia State Police (if necessary) to discuss modifications and implementation of any improved traffic control plan. Typical Traffic Control ff ork BiTand the Shoulder Operadion (Figure TTC-1.1) NOTES Guidance: 1. The minuntim distance between the sign and work vehicle should be 1300'-1500' on Limited Access highways, and on all other roads is 500'400' where the posted speed limit is greater than 45 mph, and 350' 500'xhere the posted speed limited is 45 mph or less. Opiwl 2- The ROAD WORK AHEAD (W20.1) sign may be replaced with other appropriate signs such as the SHOULDER: WORK (W21.5) sign. The SHOULDER WORK sign may be used for wvrk adjacent to the shoulder. 3- The ROAD WORK AHEAD sigh may be omitted where the work space is behind a barrier- more than 4 feet behind vertical curb (Standard CG-2 and CG-6) on urban roadwaVc or outside of the clear zone for all other roadwa4s. For clear zone values sec Pagc A-3 of Appendix A. 4- For short-term- short duration or mobile operationss - all signs and channelizing devices may be eliminated if a vehicle with activated high-intcnsih amber rotating- flashing„ qrr oscillating lights is LLsed. Standard: 5. Vehicle hazard warning signals nals shall not be used instead of the vehicle's hi h-intensity amher g rotating, flashing, or Oscillating lights. Vehicle hazard warning sirgnals can be used to supplement high -intensity amber rotating, flashing, or oscillating lights. 6. if the work space is in the median of a divided highway, an advance warning sign shall Alsip be placed on the left side of the directional roadway. Typical Traffic Control S'houldn 0os ore with Bonier Operation (Figare TTC-6 2) �oTF.Y Guidance: 1. Sign sparing should be 1300'-1500' far Limited Access highwas. For all other roadwms, the sign spacing should be 500' 800' where the posted speed limit isgreater than 43 mph and 330'' 500' lvhere the ported speed limit is 45 mph or less Standard: a-. On divided highways haling a median wdder than 8'• right and left sign assemblies shall be required. 3. Group 2 (bannekzine device spacing shall beat the following: Group 2 Channelpiting Device S LCocation +Mv^nR Speed Lint ( h) Location 5�p"a Speed Lma (,n�) Location Spadrg 9 JJ a6 - Speed Limit a SJ 7tl Y 0 JJ 36 Y Transition1 27 1 4O Travehsay I 'Construction 0oa3s 1 ER 1 129 'Cmsmram access spaces, may be inaeafd>n this distance, but shall artexceed one amens Per %mile. 4. The minimum length for a shoulder tap" shall be J61 " on Limited Access highways. and'.5 L for all other roadways (see Note 7 of TIC-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. 11Lere gnar•drail exists, attach to barrier with appropriate fired object attachment. b. R-here cut slope exists, bur, barrier into cut slope and prmide for drainage as needed. c. Friend end of barrier until it is henond the established clear zone (see Figure 2 an Page A- 4 in Appendix A for clear zone a -aloes). d- When barrier end is inside the established clear zone. ah emramr service Type I or Type IT shallbe used. Contact L&D StandardslSpecial Design Sectianfor approved attenuators 7. Barrier panels 8 inches in width and L' inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and spaced on SO' centers alo4 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 Tape B flashing tight Barrier delineator shall be installed along the traffic side of the concrete barriers. Barrier detinators shall be spaced on 20' center's along the transition or taper sections and spated on 80' centers- in-between the barrier pastels approximately 24 inches up from the roadway surface. Option: 8. The barrier shown in this n-pical application is an example of ow method that may be used to close a shoulder of a long-term project. 9. The RIGHT SHOULDER CLOSED (R21-5aR) sip may be eliminated from all roadways except Located access hiekt ays Guld®7[8: 10. l cannot see a pullofparza beyond the doted shoulder, tr faTmaden mgmading the length of the shoulder closure shall be provided in fees or miles, as approprime. 11. An emeT,7tn ptiff o -area should bepmvided per Secrrol6G.I S atu) Tenpomn. Tea.Mc Control Figure TTC-,4 1: Aevio a 1-41.2015 2: Anida E-9X2019 Typical Traffic Control Lane C7osw•e on a Two -Lane Road+rrrl' Using Fiaggers (Figure T11C-23 2) \OYES Guidance 1. Sign spacing &t mwe should be 350'-500' xitffe the posted speed limit it 45 mph or less, mid 5M,40 P where the posted gmad limdt is greater than 45 mph 2. Cary should be eremised when establishing the Upon ofthe work -one To lnsm•e matimumpossibie sight distance in adruil of thelfagger station and transition, based on the posted speed lima mud at least Oal to or greater than the wines in Table 6H-3. Generaill'spoaking, mororsr should have a clew line tghr from The graphic flogger svmbal sl" to The-Raggei. 3. To matttnun elTlcient mal/icliow in a jfaggrtg apavlrtlan on a rwo-lmle roadway', die Irlavmum time motorists should be stopped m aJlal statist is 8 miwtil far high vohnme roadways (ayertal daffy halTre of l00 or more vehicles per dayl to a maximum of 12 immic u jar low whatte roadways ii s don 500 whtcfa per 4). For additional utorm rtion see Section 6F.07.' Standard: 4. Portable Temporary Rome Ships (PTRS) shall be used as noted in Section 5. Flagging stations shall be located far enough in advance of the work space to permit approaching IT c to reduce speed amfor stop before passing the work space and allow sufficient distance for depal Ting traffic in the left lane to return to the eight lane before reaching opposing IT (see Table 611-3 on Page 6H-,). 6. All flaggers shall be state certified and have their certification card in their possession when performing flaLging duties (see Section 6E.01. Qualifications for Riggers). 7. Cone spacing shall be based our the posted speed and the values in Table 6114 on Page 6H-6.' 8. A shadow vehicle with at least one high intemsily amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. Omni: 8. a SLOW 1-V ]0 si ' ma • be in this etc, MsT advance wanm of the operation ahead by s(omine approacbng traffic Q<ior to reacting the flageer nation or queued Guidance: 9. 1 the peue ojtil reaches the BE PRMLVD TO STOP iff3-91 sign then the signs, and if used tine than be read)lured atgreata dismru•eu. 10. Tfhen a highw it -rail crossing east withru or upstream of the trarsmon all turd it is anticipated that queues resulting from the lane closure might erleid through the highwm=-rail grade crossing the ri mrparary' rmir control ;one should he Mended so that the ha istdoe area pr®cades the highwnf:roil crvsstrng lsee rgwe TTC-56for additional information oil highwm'-rail erossingsl. Standard: 11. At night, fiagger stations shall be illuminated, except in emergencies (see Section 6E.08). o> 12, Cones may be elinvnated when using a pilot vehicle operation or whin the total roadway width is 20 fat a11255- 13. For low-yrohtme situations with shoat work zones on straidn roadways where the flapper iscislbleto road Standard,' 14. When used. three portable temporal rumble (PTRS) snips shall be installed across the entire Itas el Lite adjacent to the BE PREPARED TO STOP (R34) sign. The portable temporary rumble snips shall be monitored and adjusted as Tel during the work shift to ensure proper Vt- yacement on the roadway. When the PTRS are installed. the RUNfBLE STRIPS AHEAD (11.0- 26) sign shall also be utilized. 1. Revision l-412015 2: Restsai2-91+20D VEMENT NOTE 80' - 120' WORK VEHICLE vv2D-1 OROAD woRx SEE NOTES ARrAo 2 AND 3 Shoulder Closure With Barrier Operaton (Fignre TTC-6.2) BARRIER FLARE mere ♦ �i 2: &rsiaoa 2-9.1••2019 Lane Closm a on a Two -Lane Roadway- Using naggers (Figure TTC-23.2) -udlLdl"s Ie�inT " PTR85PACING a (QerER to CENTER) ifD rtAT11TOW51®0 M IT I Ioit m-taatH tF oil 20 I Pros Oil SEE NOTE 4 ,. as on ors r ROADWAY CENTER LINE PTRS SEE NOTE 4 S 14 1: Revisin l-UL2015 I- Revrda 2-93nillg G2D2 (V) ✓ 0, . 120' SHADOW VEHICLE REQUIRED BUFFER SEE TALE 6H-3 5C-100' FIAaCER STATION eEE NOTED 2.1 5 S 6 SEE NOTE 1 0 SEE NOTE 1 SEE NOTE 1 Ill SEE NOTE 1 SEE NOTE 1 N21-SeR W Ill-VP1 DPT104AL EE NOTE 10 N21-5bR ,woo-r W3A am Nam to W20-V7R SEE NOTE 15 W20-s SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINQSHIMP-ENGINEERING.COM IT$ L c Nti: 45183 OA S `_ �s_ssIONAL 8R FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL FILE NO. MOT PLAN 20.018 C21