Loading...
HomeMy WebLinkAboutSDP202000063 Plan - Other (not approved) 2022-03-22FINAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK ❑ PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR 311.5 x >2m SPOT ELEVATION 311.5 TC x >?- TOP OF CURB ELEVATION 311.5 TW x >2- TOP OF WALL ELEVATION 311.5 B W x� BOTTOM OF WALL ELEVATION .... _ ... _ STREAM - STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK + BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING l7� MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING �. WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m m GUY WIRE oHu 0HU OVERHEAD UTILITY ucu UGU UNDERGROUND UTILITY STORM �1 STORM MANHOLE qI Dal DROP INLET STORM SEWER ROOF DRAIN SANITARY `ol SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE WS WS WATER SERVICE LINE O O WATER METER 0 WATER METER VAULT FIRE HYDRANT 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 32-41 K1: 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 Per approved ZMA201700005: Block II: 2-4 stories 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. Backfiow 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 32B-A will serve Block III (TMP 32-41K1) and regional basin in Block I (TMP 32-41D3) 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. No Lighting is Proposed for this site. ITE Trip Generation AM PM Weekday Use Description ITE Qty (Dwelling In Out Total In Out Total In Out Total Units) Townhomes (Mid -Rise) (Block 11)221 56 5 15 20 15 10 25 151 152 303 Townhomes (Mid -Rise) (Block III) 221 10 1 2 3 2 2 4 27 27 54 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 LAND USE SCHEDULE 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 = Units Block II: 3.93 AC 14.25 = 14 Acre 10 Units = _ Units Block III: 2.25 Ac 4.44 - 4 Acre Block III [TMP 32-41K1) 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 2.25 100.0% 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 = 46 = 14 guest spaces Total Parking required = 112 + 14 = 126 Total Parking Spaces Required Provided: 21 units with 2-car garage and 1 additional parking spaces behind unit 35 units with 1-car garage and 1 additional parking space behind unit (effectively 2 spaces per lot) 21 x3 + 35x2 = 133 private spaces provided 14 shared guest spaces in common areas 133 + 14 = 147 Total Parking Spaces Provided (17% above 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 2-car garage 10*2 = 30 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 "Zinnea 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 Auto () Center Tne Pros 6 Wells Fargo Bank© Aa °1^ BPQ eP O W" RaseWood ,- SITE Mu&Rel'l Dl +' ss' IVInrl Assisted Llvinq a Restaurant sa ROUTE 29 LOCK I I SEMINOLE TRAIL BLOCK II The UPS Store p�0 L ©8alangles Famous Chicken 81scwts LOCKWOOD Banehsb Gnll C Food Llon © DRIVE =.rr>PI _ Sakura BERKMAR DRIVE vr,_h i,r.li Supllnar SOF-:1Airhr... imhcrr; cod Pn:wrl HtearlQ \ CHD Hollymead Town Center 0 fir© ru...1, (r"Ir & " 0 © PelSman Q $larhu[e . Holly Memorial Gardens 43f+ Go„ le 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 VDOT & ACSA DETAILS C17 ACSA DETAILS C18 ROAD & PAVEMENT SECTIONS C19 ROOF DRAIN DETAILS C20 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 IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O Li JJU" S > Lic. .4 183 �o -7 w4 O S! ��G5� NAL Jr 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 FILE NO. COVER SHEET 20.018 C1 shall be as required by VDOT design standards and detailed plans submitted by the Owner and! 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause completion of the following approved by VDOT. Original Proffers IIroad improvements that shall be roads constructed to VDOT standards and either be accepted by VDOT or be Amendment _X_ tbonded $orAWT's acceptance as follows: 3. All road improvements listed in proffer 2 above shill be substantially completed prior to the issuance of the first Certificate of Occupancy1:n Area C; notwithstanding the foregoing, the road -proffers] A. Construction of Timberwood Boulevard, as depicted on the Application Plan and further described as described in proffer 2 above shall be satisfied if Owner has submitted plans for all such road improvements] 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 Certificate shown at the extension of the VDOT future road improvement project of Airport Road, this will provide of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements hllrmbera Name: lZMA2017-00005 Hollymead Town Center Area C Blocks II and VII the connection to Airport Road from Route 29 as previously proffered as part of ZMA-94-08. The in accordance with plans approved by VDOT. Substantially complete for the purposes of these proffers shall I c b1a� �p P r�ec 1 er a)p 0-00-041P0, 03200-9(1-00-041J0 constructed improvements shall include two Eastbound lanes in conjunction with the improvements and to the fast dual lane roundabout access road B and designed for TM 32 Parcels 41Dlanes; mean approved sub -base gravel, curb and gutter, intermediate surface and necessary storm water management Westbound lanes ru l e- dual left lanes; one thru lane and one continuous right tam lane -from the roundabout improvements and satisfactory completion o woad improvements required for public safety, and signalization; `ch Owm�r(s) bf Record; most Office Land Trust to at access road B to the intersection with Route 29, from the roundabout at access road B a two lane but shall not include final activated signal are subject to testing and synchronization according to section shall be constructed to the VDOT extension, with additional turn lanes at intersections located in VDOT inspection. All proffers to make ir4rovehient& .contained in proffer 2 of these proffers are Date of Proffer Signature:—hSt+Ic_A 6 rL.Y �j, 2_02 G�l Area C pursuant to road plans approved by the Virginia Department of Transportation-CVDOT") and the conditioned upon VDOT's approval of an�entkmce permit at the Timberwood Boulevard intersection with County as part of the Area C site plan. Route 29 as shown on the Application) ia 'Owner shall submit to VDOT plans for such road Rezone 2.02 acres (TMP 32-41P) from Planned Development Mixed Commercial to Planned Development Mixed improvements within 30 days of the rezoning and ligently pursue such approvals from VDOT. Commercial = W Construction of dual left turn lanes at the intersection of Route 29 and Timberwoo&Boulevard, from Rezone 3.93 acres (TMP 32-41J) from Planned Development Mixed Commercial to Planned Development Mixed northbound Route 29 into Timberwood Boulevard. The turn lance Fand pqcr 16NOs will be 4. Upon 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 VDOTL funding a regional transportation study for the Route 29 Corridor. The $10,000.00 contribution shall be made C. Signalization at Timberwood Boulevard and Route 29 shall include reconstruction at the Forest Lakes 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 Post Office Land Trust is the owner (the "Owner') of Tax Map and Parcels 03200-00-00-041PO and 03200-00-00-041JO Subdivision entrance location, as scheduled in coordination with VDOT. All turn movements shall be funds shall be refunded to the Owner. (collectively, the "Property") which is the subject of rezoning application ZMA No. ZMA2017-00005, a project known as signaled at the intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. The "Hollymead Town Center Area C Blocks II and VIP' (the "Project"). , )existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the purpose of funding Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner l by v Iuuitarily proffers the continuous right turn lane and add a through lane according to the final design in the previous capital improvements related to the Hollymead' Town Center. The contribution shall be paid as follows: $] OQ000.00 shall be contributed to the County nvith0 dayser the First final site or subdivision plat conditions listed below which shall be applied to the Property if it is rezoned to the zoning trier identified above. These q� pd lions are proffered as a part of the requested rezoning and the Owner acknowledges that the conch Ware paragraph. plan containing dwelling units s,_approved in Area C; the Y'ld�ot�t contributlon shall be paid on a pro rate reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that it is an au nb.Cd signat of the Owner for this statement. This statement amends the applicable to the IProJ c> �at m) D. The Owner proffers to dedicate land and construct a third through lane on Route 29 (consisting of lane width, shoulder and drainage improvements) southbound from the entrance road, (Timberwood basis at the time a certificate of occupancy is issued for aac�li 11ing unit; the pro rata contribution shall be based upon the number of dwelling units approve as park o th first final site plan or subdivision la five proffer proffer proffers were accep#ed in conjunction with ZMA2001-00020, Hollymead Town Center Area C. Boulevard) at the Property's Northern boundary. The Owner also shall ;ieedicate land or cause to be ears after the date of approval of the first final site 1 Y pP plan or subdivision plat the total contribution has not bow dedicated and construct: i) a continuous through lane 500-feet to the Southern boundary of Area C, ii) fully paid, the Owner shall contribute the unpaid balance_d+ithin 30 days upon the request of the County. If the] These conditions are proffered as part of the requested zoning and it is agreed that: 1) the rezoning itself gives i�s Lto-Ai7 a taper lane consisting of a 200 foot taper beginning at the Southern boundary and Route 29 (in the fund is not exhausted within 10 years froMAbc date the lastgantribufron is made, such unexpended funds shall, need for the 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 at be refunded to the Owner. _ the right -in at the Northern boundary of TM 32 Parcel 41A to the right -in at the Southern entrance of 1. Development shall be in general accord with the Application Plan entitled Rezoning Application Plans for Area C. 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 & 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 E. Construohon of one additional continuous right turn Northboundl land ktarting 1090 feet so r1 0 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 standards of development Timberwood Boulevard at the location of the beginning of the turn and taper of Worth Crossing and ("Code") to be created for the purpose of financing, 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 maintaining Route 29 and roads and other improvements associated t' general accord with the Block Exhibit, the Code of Development's Narrative, and the Code of Deve17001��00L therewith, which shall include, but may not be limited to improvements to Route 29 from the South Fork of the tables and appendices set forth in the attached Application Booklet, entitled "Revised AJ cation Bo F. Access Road C, between Area A and its intersection with Timberwood will be bttilt or bgond� before Rivanna River to Airport Road, the a nsror, of Ridge R64a} depicted on the Master Plan, to the South and Code of Development ZMA201700005: A Revision to ZMA 201300004 Originally R'eviifrom ZM the issuance of the first certificate of occupancy within Area B. If bonded, the ioadwill be eon ated across the Rivanna River to connect to $ekniatO rive. 2001 (Area C) `At Hollymead Town Center"' dated June 19, 2017 and last revised December 18, 2019. The for acceptance by VDOT within one year of the first certificate of occupancy. 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 The road improvements listed in proffer 2A, 2B, 2C, 2D, 2E and 2F above shall be constructed, in specifically referenced in these proffers, all plans and illustrations submitted as part of the Applicant's rezoning accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing application, other than the Application Plan as defined above, shall be deemed illustrative only, and such plans improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to and illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal block between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOT's improvements, consisting of buildings, parking and drive aisles and drive -through window features 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 (except as otherwise provided in proffer 217). 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 existinge of section e. urban vsand improvements pavement), ), ( g" . rural),geometries of all lane necessary. 1 2 3 OWNER: Post Office � rust By: Dr. Charles Hurt Title: Trustee, Post Office Land Trust OWNER:, Post Office Land Trust �A <f +- By!' Shirley/fisher — Title: Trustee, Post Office Land Trust 4 =�o The undersigned Owner hereby proffers that the use and development of the Property shall be in confblmazice 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 shall be transferred to all future property successors of the land. WITNESS the following signatures: OWNER: Post Office Land Trust By: Dr. Charles Hurt Title: Trustee; Post Office Land Trust OWNER: Post Office Land Trust DOS �f- -d� By:'11hirley � her Title: Trustee, Post Office Land Trust COMMONWEALTH OF VIRGINIA Q&W/COUNTY 004rCLnICt, to wit: The foregoing instrument was acknowWged-before me this Yday of ost meliAriiI 11)1 t., k� n=—Wjfonexpires: MCIA 1 . DZI C-41-1 E5 - Notary Public GAIL BREEDEN WATKINS NOTARY PUBLIC REG. #101082 COMMONWEALTH OF VIRGINIA MY COMM1661ON EXPIRES MAY 31, 2021 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM fir • Tn4v. /22 4� LI f&� 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 FILE NO. 20.018 ZMA201700005 APPROVED PROFFERS C2 0 COUNTY OF ALBEMARLE Department of Planning & Community Development 401 McIntire Road, Room 218 Charlottesville, Virginia 229024596 (434) 296 - 5823 Fax (434) 972 - 4012 August 18, 2003 +- - G 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 t omply 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 w eL V. Wayne Cr Director of Planning & Co munity D velopment VWCljcf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Allshouse m • rxct COUNTY OF ALBEMARLE Department of Building Code and Zoning Services 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 FAX (434) 972-4126 TELEPHONE (434) 296-5832 TCD (434) 972-4012 ^l- ._. ..._.w ZMA-01-20rLt' ® PROFFERS 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 September 8, 2003 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 Katurah Roell Service Area C on the Application Plan, (defined below) comprising all or some of the above Virginia Land Company referenced tax map parcels (the "Property"). 195 Riverbend Drive Charlottesville, VA 22911 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 RE: ZMA-2001-020 Hollymead Town Center Area C reasonable relation to the rezoning request: Tax Map 32, Parcels 41 D, 43A, 44, 45 and 46 1. Development shall be in general accord with the Application Plan entitled Rezoning Dear Mr. Roell: 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 There is a typographical error in the proffers for this rezoning. Proffer #3 refers 7, 2003 ("Application Plan"). The standards of development and central features and to an entrance permit at the Timberwood Boulevard intersection with Route 20, major elements within the Property essential to the design of the development shall be in This should be read as Route 29. Please file this letter with your copy of the general accord with the Block Exhibit, the Code of Development's Narrative, and the Code Development's tables and appendices set forth in the attached Application proffer. No further action is required. of Booklet, entitled "Hollymead Town Center, Application Booklet, ZMA-01-20 (Area Q." Please Contact me if you have questions. 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 Sincerely, 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 John Shepherd and illustrations shall not be deemed proffers. The Owners reserve the right to Manager of Zoning Administration 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 COPIES: Amelia McCulley, Zoning Administrator; Janice Farrar, Planning to: i) comply with conditions imposed by Special Use Permits, and ii) assure compliance Assistant; Greg Kamptner, Assistant County Attorney; Melvin with ARB requirements iii) and provide all necessary storm water management and Breeden, Director of Finance, Ella Washington Cary, Clerk to the BMP's as necessary. Board of Supervisors. 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: C:\Files\Proffers\Hollymead C Typo correction.doc 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 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 L 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 approved b the Virginia Department of Transportation 'VDOT" and the PP Y g P P ( ) required b VDOT design standards and detailed plans submitted b the Owner 9 Y g P Y og' 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 Timberwood 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 Ju}y 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 reconstruction at the Forest Lakes Subdivision entrance location, as scheduled in improvements in accordance with plans approved by VDOT. Substantially complete for By: /' -4/ 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 puipose of funding capital improvements related to the Hollymead Town Center. The Boulevard. contribution shall be paid as follows: $100,000.00 shall be contributed to the County within 30 days after the first final site plan or subdivision plat containing dwelling units F. Access Road C, between Area A and its intersection with Timberwood will be is approved in Area C; the remainder of the contribution shall be paid on a pro rats basis built or bonded before the issuance of the first certificate of occupancy within at the time a certificate of occupancy is issued for each dwelling unit; the pro rata Area B. If bonded, the road will be constructed for acceptance by VDOT within contribution shall be based upon the number of dwelling runts approved as part of the one year of the first certificate of occupancy. first final site plan or subdivision plat. If five years after the date of approval of the first final site plan or subdivision plat the total contribution has not been fully paid, the Owner 2 3 4 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227,5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL FILE NO. 20.018 ZMA200100020 APPROVED PROFFERS C3 J r B-LIL Z - 6 EXI$TIP )4 SIGR� 3 14 PG 273 I l.. w-w- 301.60' 580 u �_ 979.8 Ek_�- TOP CP -----582------�SAWeU�ASPHALT REMOVE 587.: INV. IN 572.12 _ DR AGE �84--- __ _ _JO -- - ` _TOJ IN IN 580.63. INV. OUT 571.77 ___--�� ;. 5g6-- .: -__- 20' SANITARY ----68_588- - --- i'' --.-,L P INV I OUT. 580.5 - -_9B'M'Z65 _ ESMT,--- - - -- - - - - %: WET • -- --' 590- - - _----ijB3265=6�T 69 :' SS ` _ - DEPRESSI[0N cn 'AREA! 24'ACCES II ESMT DB 3265 8 iTMP 3 _ ROSEWOODVILLAGE OF \ -590- o } 586 ------ I I HOLLYMEAD LLC ZONE: PDMC MI -PUBLIC 1 -I QB 3383 PG 113 W / N 0 ST70 g99'32`12 W 'i64.7�' - `� `�A TOP 59T3. S ��9 INV IN,-51�05 00 -90-- - ` � 592 HTV--Oti7 5�4 95 ,_592_ -- - - - -594 ---� __-L� -598 -00 IV �x N Y M AF TMP 32-NMD k) i o ROUTE 2( ZONELLC 0 - � z S39°32'12"W 132.i4' ` : I USE: VACANT LAND � 25.81 AC. J 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°29'33'1 29.14' 55.95N 57°43'26" W C10 137.46' 300.00'26*15'10" 69.96' 136.2NV 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 IMBERWOOD _ : 20'TEMPORARY 1 -BOULEVARD I ' DRAINAGE ESMT - ARI3LIC WID H DB 3265-68 - 24' ACCESS PUBLIC R/W ESMT 3265 PG 68 L I .A t �_ _ _ DB 3265-68 10.4548°32'S2"E 1 - I - WV = N42'o2'S2"E 201.25' N40'58'1 � � ' 1 -WV 56.51 N43'27'08"E 89.18 1 1 1 _ J _ 1 SSM'I'i--� II S52'33'59"E I� 1 I 1 1 1 \ I 1 1 a o�d��--------- 5.24' I I TMP 32-41K1 I �`^bo o POST OFFICE LAND TRUST; - -- I II �' CHARLES WM HURT & SHIRLEY 37'42'24"W' 1 'I'K/1 I� I I L FISHER TRUSTEES 8.50' 1 1 - -/pg03 220904 PPG 065 _`--DMC`-J _�'1AREftOR14IS 2.zs AC. lJ 5 WIp N wJ 25�� -:. . �NRLE Ic 68 561°23'5' 8. Z I I® I C) ,-594-' r--- 592----- ` sue. B 4 1 PG 5 1 _ _ TMP 32-45 --594' N19'46'37"E w� o LLC _ tO\11.05' ROUTE 29 ZONE NMD �90 m. USE. VACANT LAND-- 25.81 AC. --588-- \ 86 --- '� IN 5 IN T \ \\ -------585' R U AB ? 8--- \ TMP 32-41J s- -�. 10'X165'11FiAINAGE ESMT��f. �OQ, A SIB NRIPRAP POST OFFICE LANCIRD-fiRUST; tTBR CHARLES yyM--HT &SHIRLEY _gg4- DB 3515 PG 549 ��-- -t'TRUSTEES N. ' . \ ZONE: PDMC DB 2904 PG 065-'� 3.93-AC: 582--' / ,/� co � LANDSCAPED \ \ ___584 -------- i r Q & MULCHED AREA (TBR) Q , A V S 57 ; 2 ` \ \ \ \, TEL�Pi9bI E 1, F, TOP 74.15 /> ,P`EDESTA' E INV 1 565.83 A \_2_- - - SSMGFi-5� ` I�IPRAP XWALK * V. IN 65 78 , m `•��`: �• �� """555888i� -��- I SIGN �.AI-V. OUT 6576 , TMP 32-43 1 \` R - / JG \� A EW MARKET HOLLYMEAD ZONE: PDMC j USE. COMMERCIAL ` ,- 12.93 AC.�•�\�%RI�RAF-- -20' SANITARY iTBR SEWER ESMT'YI LU -!-_ - - h DB 29J,6Z22 IGN ` /i = ----- ' ST-4 �' hob" nq WV )PI WV \ \ \ \ s>2F l ! �-T@R��ST-'� `` / cw N_56o.TOP 02� / / / / ' WV �. - - icCCESS ESMTTBP--567 8 a - DB 2678-425 INV..INjFRO �„ 20<TIUTY [ESMT-. 40' ACCDEBS29MT 22 ST-47 60 5 „i DB 2678-405 DB 2916-22 5' ACCESS INV. IN FROM..N I ESMT ST-46A E59.79 i ST-46A ----- _----------_ DB 2916-22 INV. OUT $51.16 w I TOP 569 .25 I I � I I INV. IN 562.95 INV. OUT 561.25 1 20' WATER ESMT I TMP 32-41D6 1I DB 2916-22 1 I HOLLYMEAD CORNER LLC C/O __ - LITTLE AR N - PEAD ZONE: PDMC USE: VACANT LAND 1.92 AC. I SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM F.j/7A • �Q2 4w �, LI lv&� 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 FILE NO. 20.018 EXISTING CONDITIONS 50 0 50 100 150 Scale: 1"=50' C4 ROUND SIGN. x x -PRUNE EXISTING TREE - - _ _ - - - - - ANEP - - - - - - - _ - - - - BRANCHES UP TO 7' ABOVE GROUND TO - - - I - - - PERMIT SIGHT DISTANCE ° ° oAl_z RECR N E 3: ° I / / °° 28' LOT 27 OT -0 — GR / '¢ i -2 MILL _ X °: o 3�2 SF 1500 SF / a 29.00' WALK AYS CE ESMT ° _ o0 AND OVERLAY31 TOTAL AREA 3" OAK o . - - - - - _ _ _ _ 5 DEDICATED - ,, - °° f - ° ° - - - - - 40ZAR R — ZART FFE 57 .T 3 3 6 SF L — — — — �. TO PUBLIC OAK- a m a. T"w MOR T" -_-� � °°..a.-° ° `MAT HLINF,. ® - o srcHr m °° °COP o, \-Ol ESMT 5 50 / - \ / - - 1130 - -_-_� °� a � ... DRAINAGE- " � ° - - �a — - (T ) LpT 9 � 4" TYP I L CR - . o° .�` _. OT 8 ,n?S4 _ - - - / °o D �' SF WJ a. . Ro -PAIj , ao� J e, .a D _'SIDEWALK L - �- ED TO 10 o �p1 6 - - 9 RECREATION AREA 1: /�'� _ =SIDEWALK Yq FRONT 17g1 r N 20 O° CAR = GREEI�SP 4S€ - _ _ ° R 50'_- 5 N0 CAR 2� PGE` �290 SF // a 1 STOOP 0 5 LpT SF o_ o GARS — \ am G _ FF I (TYP.) M EpD 4 1%82 - Q - --�— �"- �- - v \ n� a. 10 LINF� FR `� 2 SF CARC _ _ — — — — — — — — — RELOCATED \ mZ .3 NEW STOP 2p FUD �1 ..77 ' 2-c GAR _ - p0 \ ` CATV BOX °- v SIGN -� Z 13� 2 '\ NEW 15 -MPH' Lp SF N .p 2.CAR �' 16. \ \ �- - / _ / - - / NEW ROAD SPEED LIMIT N. _. -. 1 1 13"12 o N GARAGE ro _-�� - - ° NAME SIGN o- "NO STREET - +�_ SF -- 0 PARKING" SIG 1%43 20 p0 2%, - / / o' - �- -\'\ 1 - 11 \ \ - - � - ' —. - / 0� 5 ( RY0.�4.0�i- . - - - - - - - CAGE GARAGE NEW 30' o, _ 6R0 - - , p0 — N R GAR _ �r3 O \ GP� 1 \ / 1045' TO COMMUNITY // 170` TO TIMBERW00= ,CA GARAGE GARAGE 6.= o - o � � ° - _CENTRALIZED R - - - - F 2.CA _ 00 oo. i \ // iMAR_ 88REA ➢ °_ _--O-AR-A�� 16. _ _ �. a t a0 1 - . / - �l - .- \ °' .00' _ ----- -- --- — °°% COONNEC \ - - - ;O oo / _ . - ^` _-� 0 R70.0 - PR A "� EX: W • 2.00' _. - ® Rs0 00' o RAGE 22 PP -e 9 °' a SIDEWALK / OND/ R3.00' o o �2' 00 SF 4' � ' ' 1 N E I p W" - - \CIE; 1 `9 `, m \N / _ \ • ° 66 1300 SF / N F - ° _ R _ _ _ OD ✓ W _., (V. vE E 1 / � R3. 0' 2 \\ o °t+JO° GRADING / / °R R25.00' �i 2.00' A g2 R - ESMT FROM / = 22 GU ST \ PRAG6 ov RTE 29 LLC \ R25.00' _ � - _ q:e• I STAMPED CONC. R3.00' �. - ° _Z� 7—BRICK PATTERN ENTRANCE °. t ' CROSSWALK' p0 10 ° - 6°°SID�W�A�" YP - �. " . CG 96 l TYP.) pQ ' ® - \ GPR o� o / R25.00' \ R30.00' G�-2 GUARD AIL �� P\ N W ROAD 1p(L R AD 1 0 \ _ .iC- NME SIGN I \ • o. CL�ISED SIGN = _ � I ° o ° �c \\ � PARK�G! WPoLK:.°�_ I GARPG STOOP - -POSS E FUTU�E �NO.i - J ° - Il i 6, SIDE - INTERCANN€GII`�(" --- (TYP. ��� PRPAO��- \ °•' TYP. 6 ° / v ONSTRUCTION .a ENTRANCE - .31GN1 - - - ESMT OR F. SIDE`NPUK..: - . I. Lp�g �'� A_ . 9 GP o$ "\ \ 1 p,KPR� / soa - - _- - NOTE: n n G V.W. - VARIABLE WIDTH 40 NEW 30' \GPRPG O von GJS� o. N / y0 �. \ ASMT R 0SF \A" - / - - RONT ..00 g6�° 1Ag0 •��°" q \ 1PRPGE 15 g� \ STQO� .a�� P C; (TYP o FROOP '( AA`; \ A2 cPFtP / - - �' - / NEW V.W. RIMA " \ \�6�° N oo • ° -�.� . -ep (TYP.) �GPGE \'�90 5 A DRAINAGE- SMT °° F \' _ / 6 1 � 'X165' AINAGE 1I S / 18 p0 �0 PRPG . 3515 0 o. �1A_ — — - g6 O � a SHIMP vc)� SF o = 1a P Ao�� ROUN BOU ENGINEERING °o N 1p90 / \ o 2p� AHEAD IGN - . ° - LAND PLANNING - PROJECT MANAGEMENT v V ORP p ° a � � a2 v LOa6 5 / \ NT \t5' WALL \ O \ 'O°. 1..°-� a R p'( AS`< J MAINTENANCE - °° \ EASEMENT \ \\. \ \ \ \ \6'c o RAGE 1Ag0 MP 32 \41J / g2 \ \ V �� ,1a 04 -'� -.- 912 E. HIGH ST. 434.227.5140 O p SF Q= �� - - _ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM DST O�FICE L �T61dSk- Lp 80° �, ��� -0 "C _ - _ 1 � y .°° o � Go N L FISH R TRU S °0 1�Gp•G� o 1 - �� - R LA"S�' ZONE: PDM \ 5 NEW,6' PRIV TE \cam - ° � _D' 00. DB 290 AC. 6 \ \ \ 2� - - DRAT GE ES o \ \ 'o , — C 5� / \ 12 22 22 / Q � \ \ 'G \ B� oo \• `' �7 , � . ,; �6po �. 5� e \��, " \ R3.0 - - - � - \ ,� �jBF T \ � a 9LZ�- GPR \.pgO SF � / \ 60q O ° � � PRP j / � ° V/ S�. � � � �✓ PRPGE 1A / .� \ \ \ pd P o d — / REATION AREA 2: TOT ARE / Lic. 4 83 .. \ \ \ \ \ \ a2 \ GPR No \ o °, ova° �6°°�9 \ — Y �/ / GREENSPACE // �o TES \ \ \ \\ \ p(F \ \o O o \ y �_� ° s _ \ 1a�5 SF p 3 2,236 SF / ROW s t SF 15a0 -pNEWj_01�pRIVATE N i' "I / /' ° ` - - - _ SIrONAL �d D}�AINAGE \ \ \\\ 6 NEW 30 °s �a a \ 18.39, o. GPR I RECREATION AREA 5: bd / — \ \ �j ` "'jS� C§A\ SMT . \ __ - • 91 SF - e 0 � , _ GRz ENSPACE �"°.° / � gRCCR � / / �o\ CRosswAL — / — — — L _ . 9 j2p r 23 FINAL SITE DEVELOPMENT PLAN SIGN,° - - SGosswAK - - - - ..; m A/ 36 SF / 3 / - . 5' S1DEW LK'. -° ° -- K- NAM -.RP IGN --42.00GR30.0' ,- ° - ° ° v HTC AREA C zu.uu.-" - R2.00' e �, \ \ \ 1 o^ or 3 / \ \ o �A --o_ _ t 15p2 4 /� �° \� TOWNHOMES 5600 ° STAWED_"C- R5.00' NEW 20' PRI A y R-500' ®_ T - S/ / o • ° h..- / _ ° - - \ R3.GO BRICK PATTERN DRAINAGE ES T NEW 30, STAMPED CORC. \ FLORA- B o 2, 42• 0 / o / ° _ _ \\ CROSSWALK---__ _ , m ACSA BRICK PATTERN q 0 \ \ vo sF ,c G \ ESMT I CROSSWALK 04Rgce / /' ALBEMARLE COUNTY VIRGINIA \ A V.W. PRIVATE ROAM B1 / 1 P • \ o C R2.0020' PAVEMENT WI ,TH_ No PAR �G\ R / T P /36 2s // SUBMISSION: ' W 2020.10.05 - ROLLTO CURB a - - �R150.00'-`_ - s, Z \\ A I \ \\ TO 3' TRAIL PLAYGFK0�I1ND •N W 20 RIVATE 2 �_ r ° o �4�'00' YIELD SIGN a° _ \ ALL CLIMByNG''S�J - A AGE MT °'%? {�'I - \ / / - _ REVISION: AND j Y. 6.00 16.00' 16.00' 16.00' c - 3 00' .1 / 42.p0, a o sI r tOr / \ 2021.03.04 BID SET TURF 0. I < / 197 o N o gRCAR 6 SF 2021.11.30 ACSA SUBMITTAL \ 15' WALL \ \ _ - / 2-CAR — — — - �. — —I / AGe /' / /' 2022.02.15 INTERNAL REVIEW \ L GARAGE 2-CAR 2-CA 2-CAR - -i ITARY SEW / i / a m ` ®/ ® 2022.03.07 SITE PLAN RESUBMITTAL ' � GARAGE 2-CAR GARAGE SCAR / G/ARAGE 2-CAR I _ MAINTENAN EASEMENT _ \ � GARAGE GARAGE GARAGE y STOOP �" / � 2916-22 � FRONT w / �_ / / A v� PlcNuc� swl SWING SEAT TO Mar \ ° ° ' Y RECREATION/AREAT 3: ° ° / / \ \ \AREA \ RECREATION AREARETW LL \ 0 0 0 0 o NEW gAGE PRIVATE-- w° { _ \ - _ / / �:. � \ HANDR IL" _ DR"AI�IAGE ESMT �_> (TYP.) _ 4: TOT LOT 1 oAD A — GRE SPACE & / 3' wIDE RECYCLED BONDED \` ° \PLA\sgouN 600 SF LOT 33 LOT 32 LOT 31 LOT 30 LOT '29 LOT ,28� LO - 0 ; — WALKWAYS ° CLIMBING ET �' /1922 5f 1336 SF 1302 SF 1302J� 1302 SF 13�2 SF 15 SF a / RUBBER OR EQUIVA'KENT TRAIL. ° ° \ 9' WHIRL r / 1 - I_ _ - - - ( DESIGN BY MAN CTURER ` I \ \ - - - _ FILE NO. \ T I NEW 15 MPH EESD�MIT SIGN. T ATE SM "NO STREET P KIING" SIGN - B 291 Q -20' BUILD 0 LINE FRO (3�'lJ - - - -o 20.018 R2550' / SITE PLAN: BLOCK II 1. -- K 5`. S1D AINAGE B "�._ EX�__ _ -. SIDEWAL �,_ t ° NEW 5' SIDEWALK _ D�_ - _ - _�- _ _ 5' �:� � 2 0 20 40 60 ° ° q DNA bM --- -- (PR/�NNOR.DRIV �:- - _ NN€�T TO _- j _VgrER/WE - 5'ACCESSESMT -- ..- -- .. _ .. ..-.. .. - _-,1 .- - STOOP _ _EX._ -SIDEWALK... -4'GYP-B-Vd�HER LASIC /� _ _.� 1 =20 C5 --- ----- \ - . - - ) / DB 2918-22 _I - (TYP.) �. _ P NT CROSSWALK STFZIPES p �/ le: CII I _ / -- -- -- -- - -- -- -- - -- / / 1 \1 J/ J- - - - LOCK WOOD DRIVE. y------------ ------------------------- ----� - - - - - - - - - - - - — - / ---------- REPAINT YELLOW STRIPES: / - --- ------ - (58'-PUBLIC R/W). TOTAL AREA / - - - MATCH EXIST. WITH TYPE / 15+62 . - o - - - _ 2 MILL _ - - R-2 MILL - TOTAL AREA- __._ _ _DB _3414 PG_ 273 .DEDICATED _ — — - Ei-VI THERMOPLASTIC PAINT _ _ _ _ AND OVERLAY- DEDICATED - _ - - _ - - A 15+00 TO- PUBLIC REPAINT ITE STRIPES: - - - PUBLIC i - - - - - - - ROW 3477 SF - - - - - .REPAINT WHITE STRIPES: - - - - - - - - - - -` - - - - - - MATCH EXI . WITH TYPE - - - - - ROW 3477 SF - - - - - - - - - - - - - B-VI THERMOR�ASTIC- PAINT - -500' TO -COMMUNITY ST 185' TO LIVINGSTON DR MATCH EXIST. WITH TYPE- -- - - --=--��---------- ----- -------�------------ ---------------- BIKE NEW CG-9D- - - -VI THERMOPLASTIC PAINT - - - - - - - - ------------ ------------------- -� LANE TO REMAIN o ENTRANCE - - - BIKE LANE- TO REMAINS, V - - - - - - - - T r---'----- _ \ I \ NEW CG-3 ISLAND 2SR N NEW CG-3 ISLAND o DRAIN GE ESi1T,- a - --I-- ef� n' - — — �_ ° a DB 3265-ES % - _ , _\a. / -� <.--° °I q •. NEW STOP_. = a. _ °;— - - - - - - - - S3 - ° • °• SIGN :_ ° a - ° • --- _ - . TV- I _ ' / to RD fop RD RD 1� RO RXR1 Rj kOAD R RD RD Rr RD DI RD �iD RD RDI RD RD P - / —� / 0 p to . NA MPE61oCONCR —..TP RCH NAME UGN o __ -- _ — — iJ` ATTERN ROS LK I I W 5' RIVATE D AINAG ESMT -- / — — — "BUILD TO LINE FROM EDGE CF SWBUILD- / I NEW 30' 20' TO LINE FRO EDGE OF SW- _ —PRW-r E 20' SANIT Y EMT ALLEY ESMT. n' _ LOT 2 �'- / D 265 68 LOT - - - - _ / 4 i I ]� LOT 3 LOT 4 LOT 5 v / LOT LOT 7 LOT 8 LOT 9 LOT 10 SHIMP i �3818'SF 1654 SF 1654 SF 1654 SF 3515 SF - i i \ SLOT NSF 1LOT SF 1LOT SF 1654 SF 3933 SF 1 o f� D / o CD / - I o I / N o oN N o ' ~� o o o SANITARY EST I - �'�/ ���I����I�� NEW 20' PRIVATE cli N > A \ N - / / DRAINAGE ESMT 20.00' 20.00' 20.0 / - `V `� i - - j / - I - I LAND PLANNING -PROJECT MANAGEMENT 20.00' 20.00' 20.00' 1 I 20.00' 20.00' ' 20.00' I I 20.00' / I )--------- — --- -- / /-- I NEWS LLEYES 6. SNIT I--�TY,�')------- ----- ---- ------ I I 912E.HIGH ST. 434.227.5140 a ---- / D CK ---- / ro 1� NAME SIGN CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 1 24' ACCESS ESM - r r / _ — / ° - DB 3265-68 I� 2.0' / o R2.0' / R2.0' a R2.0' j �V _ / \ N O T o 3' IBBON CURB h _ a / o TO DELINEATE _ -�0 1 C) DRIVEWAY (TYP.) "ZINNEA CREST" 30' PRIVATE C / N /----- — ALLEY 22' PAVEMENT WIDTH- -� -- -' _ 1 RESIDUE L07—� OO ° _ .00' �.—- _ _ I I/ / /. - G�_- - _ - I _ UOIU . $ p- — 69972 SF / ° - _ - - - - - w-3 ' PRIv ' / / / I \ Li4 83 1 A7E I NyTRACIZED 6 / - - NEW 20' ACSA — ALLEY EASEMENT O - i / - I - \ SANITARY ESMT J — � MAIL AREA_ _� � G EST P RKING ' - _I I I � .� - � � � / / - / �O ? 22 -/ 20' TEMPORARY DRAINAGE ESMT 3( tiT1G DB 3265 68 � I - ONAL ,n FINAL SITE DEVELOPMENT PLAN �P32-41K;� �- ®_ HTC AREA C �POSTOFH6ANDIRDST; / TOWNHOMES CHARLES--WM HURT & SHIRLEY- — — — — ` \ - - - - \- - - - -\ MANAGED � � L FISHER Tt�IssT€€s—_ / SLOPES GIS / ZONE: PDMC DB'2904' P0-065...� — _'� - 2.25 AC. - \ r < ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 8,. MA �'� / 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 FILE NO. 77 20.018 SITE PLAN: BLOCK III 20 0 20 40 60 l C6 Scale: 1"=20' W gERKM AR gK - 3" OAK /! C3 a ° WP-2 MILL. - - - - -.4'. DI-3C TOP 600.34- AND OVERLAY - INV.. OUT 595.02 - - 3.,. CA- ', 3 OAK x 12 RAIN a� 10 TE `-0j S� _ - . a DIiAINACdE ,.° °° ° ao �a°L _ 01 9 -- 1 ° SF BA \ °m "gyp SF- 1%8 - - - - - RELOCATED-- _ O -BOX - - - - - ' SE_- / - - \ _ CATV BO a O - �p1 2 13�2 VC �2 SF - -' LAT TYP. /\ - - - Lp1 13 = I 12" Y4RD _ < CZ \ ^ - - - - 1�43 SF - / / - N>.� \ - 0'( ��F DRAINS Q- \ \ - b 6� \ - - - - NEW 30'- 1 A-SEVENT - _- . Sx6 TEE 1 W W �8"VA N\1 a 1 � ;p � °: N a < 8„ S R-2 \ W 8• ° : / ' _ 1� - � / -o-G �� / �- 111 • . ° r III � • •� - . r low,NEW 4 • ram.• .• • TOP-569.25 - INV. IN 562:95 -�-I �40' ACCESS ESM DB 2916-22 — — — — — — — — — — — — — — / 1300 SF / �_ ° '4 - \ AA- \fdE PLIT 1 GRADING / / ,.i i 'L2�AV 5� ESMT FROM / SPLIT 1" SER E TO WM °S \ \N 5/8„ WM n W /. 8"VALVE\N,iW 0' BEND AIN-(TYP. ` R° ONSTRUCTION'° ° a \_ ESMT OR F- 4. \ a �� ST— s / NOTE: - - \ o'-°�"` _ \ �O"C SF 0 NEW ° V§ ` / s 'ys ASMT °o� SF a° `° TOP 85.39 / �P V.W. = "VARIABLE WIDTH". .INV: 577. - �n � �� ° X �v� T 57 ��9� 7 TRAFFIC RATED AIN (TYP.) a� - 9 CLEANOUTS REQUIRED \ ° 0 SF ° NEW V.W. RI \\ \ \ - _ DRAINAGE SMT _ FOR LATERALS UNDER _ DRAIN TYP.) \ s /\ - NAg \ 5A - -s 1 - - - ' — — � \ �� \ \ \ \ a° �-°go S � —� �� • � �� =a � � x3sss cNs� �M � DRIVEWAYS. 4„ PVC �>o- - apt SF / LAT (TYP. 1 -s._ No\ \ \ \ \ _ 1 \. \ /ao L�gO SF — / — s s ys 2° \ '� AOHEAD BUN ON — > 6 54 / ` / •\ a - -\ 5' WALL \ \MAINT NrCEE \ \ \ \ \ s�- s \ EASE T - s LAT (TYP \ 9\ \ i 5 1.O 5 — s, 9s . O \ ° OC)W. 1Agp NE 6' PRIV TE \ _ .\i \g�/° ��� ao / \ \ 22 vp D,'�C Lc� $F \ \ \5\� ��Zo a / 1090 5E b0— ° O \ ° / h - LOTS 23-26 NEW1.OiPRIVATE ^' - \ DRAINAGE ES / °' DOWN POUTS TO `� \� ��. - ST-57- \ FLOWa SPREADERS TEL °.�_` _ - \ TOP 1 IN INV. IN 565 8 �INV. IN 5,65.7 c�F8 - \ - s-ls-_ \�� � ° °.. m a,'•_,./ s INV. 9UT-565.76. 4, \ \ \ \ \ \ I \ E NDER y1 AN. SEJ�JER / ., .. ..18" p - .a SPLIT 1" / / IG 1 � A4 5/8" WM FHA .. 7 24 / °e - \\ -. 8 1 - \ 8"VALVE NEW PRIV E WEE BEND / W W W �p W W W W N WT / �9 ° 5' 8" DIP A71�ii\GE-ECM _F NEW 30 DIP (2)I8^VALVES d / /- \ BEND a „FLORA BEND" e ESMT ° Sx66„TGV 20' PAVEMENT 436 Cpj SF / ° RISMTE� w ✓N \ ° \ / / ° YIELD SIGN °.. _ 1 SPLIT 1„ o - � - \ / °:F \ S�SVI NEMTO LA PVC I M \ i 19776 Sp \\ \ 15\ ALL w1° DPE. �� / a.a \ - - - - (TYP.) .. - '�I Z m \ \ MAINTENANCE \ \� WV / WV EASE M CO. ITARY SEW T / NEW 20 -PRIVATE ��=Y \ / / / - _ - + ° \ WV i SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0, `f4' o � u JU '.F a .4 183 Slow r�G` 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 DR -A ACE ESMT \ _ \ 2022.03.07 SITE PLAN RESUBMITTAL - - A N / :� / LOT 33 LOT 32 LOT 31 LOT 30 LOT-29 LOT 28' LOT 27 — _ G/ 1922—St 1336 SF 1302 SF 130��F 1302 SF --3-2 SF 1500 N SF I v IN560.0,Z� /— V IN\,\/\ OUT Er9.52 ° °. \ \ \ \ \ \ \ \ i / I I \ 1 TE SM+�-4/ - - - - B 291 ------------------ _� _ _ \ _ _ _ N0. r UG� �F FILE 20.018 UG'�ucu�_— Ro ucu—UG"� �e�m uou UG - I- A2 UTILITY PLAN: BLOCK II"� G _ -CflN - _UHAINAGE -s d ° ;- �-�- , NCI_J - DI-3C IkKI - - _ - iPRIV,4 ��.DRIVE - _ _ - - - - - - - - ST 4. - 1-46 - NEWW�.0=1._3C \- - - - - E R/W - - / - 5' ACCESS ESMT - - TOP.:56, - _ - J�N P 567 8 .� -- 20 0 20 40 60 - - - - - -- INV. OUT 56 .99 - - V. IN FR -ST--47 nO[53- I } / DB 291s-2z / CONNORDR - - INV. IN .F MST-46A 551 0 � P 569.60 W � � _ - INV.- OU 5 1.16 2" INV. IN 63 61 W W .W W W W. Cq W VF W W W � Scale: 1"=20' ACCESS ESMT - - -. -. - - -. - _ -. 2A - -. - -. - - - - - - - c 20' WATERESMT / `e / / / l — — — — — -- — - \ — \ 1 / NEAREST FHA _ �_ ` — — — / - \ �. a 3r / W W W W W W W W W. W W W W W W T W W W W W� W W w—Al ? ni L/ %At %At I I N N I f �) \ _ _ ^ % TYP. 4" LEXIB — — — — — — — — — — DRAIN --- _--9--_-_ ROOF DRA S W 5/8 M �11=57 TO 5 8" WM _ _ -_ 5/8' WM i SPLIT SERVICE ..6WM FROM DO OUT - — - — - — f,Y 24 II=577. - QRAW GEf IO=�76a50 a - -<, a % eJ\a / -\ a. I =-� — ° a -_ - 4. ap a - `a v TOPST- RCP D8 3265-68 : a •� a .; , I �- a a _ / �tNV. IN 572.12 INV. OUT 571.77 CONNECT NEW Hi . RD RO — �� — .. RO Rp Rp q M R�ao RD V=580 Rp R Rp 0 IPNV_580. qp Rp Rp Rp Rp qo TV - - / MHIT9HF.-- a A oa — — . p o --�a .. -- 0 5 — — — ITP ��—� -- -- — _CULVERT -- -- -- I NNE TO — — — __� — -- j7D W 5' VATE -- --� I - - -FXRI / -- - AINAG ESMT - - -- TYP. 4- EL€M8L� _ — — — — — — — ---- — \ 1 / - _ ROOF DRAINS — — _. — I / B� - I / ,-- --- --- -- - FROM DOWNSPOUT — - ro \ _ �t0' SANIT Y EMT 58g� / / i / _ = LOT J� LOT 2 LOT 3 LOT 4 LOT 5 G - - I / / / ,__ _- - �3818'SF 1654 SF 1654 SF 1654 SF 3515 SF v � LOT 3515 �F 1654 SF 1664 SF 1654 SF 39331SF I - { - i e / y c) I NEW 20' ACSA z N I ST-64 SSMH=2 7.35 NEW -TOP - 20' PRIVATE A X ANITARY ESMT . DRAINAGE ESMT / _ i m -Ni- I IT5 80.58 - n _ _ ,- ----- -----� I �---- T _\_\ I / 1 " I v 'SESMT 8" SDR�26 SAN 68J �/ "ZINNEA CREST" 30' PRIVATE ----f-��1-------- ALLEY 22' PAVEMENT WIDTH --- v / / I RESIDUE LOT / =I0 NEW 20' ACSA 69972 SF SANITARY ESMT E nf 20 TEMPORARY DRAINAGE FAMT DB 3265-68 o \ . TOP 59 U/5 NOTE: TRAFFIC RATED CLEANOUTS REQUIRED FOR LATERALS UNDER DRIVEWAYS. SHIMP ENGINEERINGh LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM L (P-*_ O U JU S > Lic. 4 83 �ol�i2z Ewa S/nArAi V+ 0 / -59� _ — / / \ \ \ INV. 185.05- _ FINAL SITE DEVELOPMENT PLAN / Rivanna Water & Sewer Authority (RWSA) AREA /� RE/'1General Water & Sanitary Sewer Notes \ \ \ \ \ — ` — 1\ \ ® ` ~\ L.� T�' �' Last Revised: April 2016 \ \ \ _ — — — = _ L — — / \ \ M I)/ TOWNHOMES 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 prewnstruction conference shall be held with RWSA _ — \ \ - prior to the start of any work. \ \ x ALBEMARLE COUNTY, VIRGINIA / 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). \ \ \ I 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. % SUBMISSION: 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 \ \ 8' MAPLE-, APLE\ - — J / presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written \ \ ^ / o _ / — — _ 2020.1 0.05 / permission from RWSA. l \ \ \ \ SSMH-3�/ _ / 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes ` — — / ` / — — — — REVISION: 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 \ \ \ ) / / I' / / / 2021.03.04 BID SET accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface l I / / / / _ 2021.11.30 ACSA SUBMITTAL 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 / \ \ ' — 2022.02.15 INTERNAL REVIEW 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. / \ , \ \ _ \ / / : 2022.03.07 SITE PLAN RESUBMITTAL 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. FILE NO. \ ` / / / 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 I j — ` — — I / \ _ _ / 20.018 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 / ' , UTILITY PLAN: BLOCK III 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. I 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. o 1 20 0 20 40 60 Scale: 1"=20' C8_ — as o ° _ \ a _ - - WP-2 MILL AND OVERLAY - - - - ,--' _ - - - - - . - x a, TELE PEDESTA k 0- - / � \ � a 9 � 7i 471i54 11 F g5 46 BFMO AR7„ 98 \ °d , d \ 6F 97 63 61 FE 5g4.96 B„MOZARI — — — — \ — B„MOZARI„ 96 3.9,6 X m \ A _�P 3 D �p116 FE 6p2 31 98 BFMOZARI M6 �5 952559ec — _ _ _ _ — — — — — — _ t�1 602.4 — — —9 — r — \ \ / - U01 2 13720 46 FFE 593.3� B^MOZARj 96 = L01 1 13722 46 FFFE 593 31 B MOZARI — — — — — 93'S� —5 N _ — 594 38 1743 SF FFE 3 3 B �1= 9a— — — 25 M sR 6✓ �0 l12 5F g1 d \ 1 \ 60 —1 6 9260 N o — - ' W i �94 \ _ / _ 25 HP i ,q i ' W W / — x \ —592E / \ 1� N ' / ^ Y 44, 1 &MTATT0 LP o83 — — — — — — — — — — — — — - / 1300 SF 94 — — ' i W 2.0% / \ \ 4 . ! _ _ G) 5\ o GRADING �j / — �/ / S9w ' W 82 �� N 5 ESMT FRO / - -y 1 0 \ - O L \ ➢ 0 RTE 29 LLC ' — � —�iW 92 \ 10E 0 _ _ 5� _\ —59 \\ 1.5% _ W 9325 \ % \ I \ e �ti a 92 1'� \ � 92� a 07 Qn 3'� \ 7 — _ — R° 1- DNS UCTION � � v �ESMT OR R o �O� 9 F / ON \ \ \ \ FF�O PRE' ° ° 10900 Z p6 q \ 1� �\ \ 67� \�a _ M a° FFB c,Pvssi / aa, _N i o _ �8 / 0� SF / 2j 0� SF N� 5bSS �"c�`< _ — 1 E J URN' \ \ 'X165' AINAGE ffSM — — — � 15 O 9N -I \ \ 2� — a° — E OtiP f 201. LO�pSFD, /1655 SHIMP 40 \\ \ \ 209/6 F„ OtiP a° 14gOB9 % AHEAD IGN SP�c�s 11 a< \ 5�WALL �\ «bbw�P�S„ 46 �y5'(Ri 84` / 1EajaNj,- / _. \ ENGINEERING v V A M AII�T - -ICE \ \ �j'O \ V A ON X.O� SE�` g� �- — F PB / _ 16 \� \ EA ��' \ % LAND PLANNING -PROJECT MANAGEMENT VA 14g0 83 �" �< a0 52 � \ \ 39 \ �� 5 S 1 F 58 6 5$ 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 6- \ \\ \ \ \\ o bn 5Sig s / / / F E BORN s \ 5 go LO1p SF P 80 \ z � ' \ \ � \\ '` �\\ 2�45� \\ �\\ \ � � � — % — — �F �RPOSS / a° ° R° �g27 a�F38 /-� � � � / / / � � � ��'✓ U �- JU 'F S} a v0 `�F 1 ° / Lic. 45183 Kf MPti sD / / / E TAL 78 2p r 23 / �490 / \ \ FFE O \ \ 4 7� 5 j SF 4 1c 72 B0 2 Dy 56 w L _ sc A % �1\\ / FINAL SITE DEVELOPMENT PLAN 2 71 722' / / COr 1 °. 2 / F1502 4 / / i' \� HTC AREA C � FE 8`F / � v \ \ \ \\ M` W w w w w w p w w w ,_N w W >¢ ,�, ///// 9a, ` TOWNHOMES "208LP-- / \\ �w / F1162s 72 , — �2 — 72 72 — 72 7 ° / / / / /�E sus 97 �/ a — \1 ALBEMARLE COUNTY, VIRGINIA V — / SUBMISSION: \ \ • • — g� / / YIELD SIGN a a ,- - _ - for ab // 2020.10.05 26 l�I0 Iaa I FFE/ S/ d \/ REVISION: 33x74��o _�zo 90 2021.03.04 BID SET73 vG-EV _!2 7315AN7ENANAC€ \ x ° a \ \ \ F-PP E-PP — C-PP -� B-PP - /j® 2021.11.30 ACSA SUBMITTAL 1 EAsNENTv / �� 2022.02.15 INTERNAL REVIEW °2 HP 2022.03.07 SITE PLAN RESUBMITTAL LOT 33� L0-Tt-32 LOT 31 LOT 30 LOT 2�/ —LOT 28' LOT 27� 1922`9f 1336 SF 1302 SF 130,2 _tF 1302 SF -t3-2 SF 1500 SF \ \\\ \\\ \\ \>2 574.73 FFE 574.13 FFE 573.73 FFE 5�3.13 FFE 573.13 FFE 573.73 Fl 574.�3 — _ �2 — / 73 /I "MOZART�' "MOZART" "MOZART" "MOZART'_ "MOZART" "MOZABT' MOART" \ 5 — — — — — e 291- 1 _ -- _ °— — — — — — FILE NO. ucuu� \ �\ 73 �3-40._— �� 7290 73 7 90i �- HLINE- - - uGu_ x -- — — --_ � � _ � � ,�� 20.018 -70 A a- ucu _ 6 �� UGU�GUUG U UGU UGLL UGU UGU—UGU U GRADING PLAN: BLOCK II \ — 409 XfiSzo v J o 566 66so 67 68 6850 6890 / CONNOR (PR/VA E R/WDRIVE - - - - - - 6832 �7 20 0 20 40 60 MAX. �1 SLOPE. PROVIDE J } LOW MONTENANCE GROUND ( /I E SLOPES COVER- ON - - - V W W w W W W w W 1ht W— W Vd — W � Scale: 1"=20' - 20' WATER . ESW I - - - I I I 1 ILi Ll 1 I �-- , —\ / I I --- --- - / LOCKWOOD DRIVE --------y------ _ - 58' PUBLIC R W ,\ _ _DB 3414. PG 273 _ _ - _ WP-2 MILL � — — - 2 MILL - - AYE- — — _ AND OVERLAY ------- -------- ---- \--- - - 6•FALL ACRSS \--- -- - -------------- �✓—----------------- ----- LANSCAPE STRIP / - - - - - - R1 ..7 \ \\ R922 on48 Qo13 .._18 /-6° FALLI AC�Osfs . I- . / \ u zare 81 58 ff / 1 80 925 d 2� 8 -. ` d � -. 811§1 � . 95- 'o e O e ore reD o � reo re — o� Yl _ U / — 71 A —REV �. — ._ — B_REV —586 — -- — -- / ' 721 1 T 2r. L-0T3 LOT 4 LOT 5 —FFE 7.46 FFE 587.71 FFE 587.96 FFE 588.11 8650 8675 _ U, 00 / / I / OS80- . - 85' d - . - 53 .- 83 8.4' —. ° / 8 - m .84.. d < 85 ' TV reo reD $ .reo D reD 9D .reD ° FD — I e / I v o - TP / X -- X \ \ 31E-PP 31 A -REV o X 58 8 D-REV 81 C-REV X -- \ 88 89 6 B-REV 89 8888 / LOT S LOTS \ LOT 8 LOT-9— LOT 10 ' 4 FFE 58P.81(/ FFE 589.06 FFE 589.31 FFE 589.56 FFE 589�81 / e O -1 >z ( I I vv— N m �/ — -< / - - - - — s _—i 10 8 8835 8 60 88 5 89 I \ \ _ I go lot- ° 3 5 6- _ — X 8 198 87 14 X 30 . 62 8054 57 24' ACCESS ESMT J I I 7" �88- —' i N $7 ° \ ° 88 DB 3265-68 86 1.07 8694 as ' ZINNEA CREST' 0' PRIVATE 1.0� / I / 77 86 5) - EY 09 -- _ 88 8817 TT as ALLEY 22'�A�7EMENT WIDTH 90 qp 1.0% 90 / (,y h y� I �_ A / 90 � SLOPES G96- IS / / � v �� A 20 0 20 40 60 Scale: 1"=20' SHIMP ENGINEERINGh LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM L o � vJIJ'� S > IL Lc 4 183 S/nArAi F+�G 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 FILE NO. GRADING PLAN: BLOCK III C10 PRUNE EXISTING TREE - - - - - - - - - - - - gOUT... . - J uHn �- - - - BRANCHES UP TO 7' - - , SQFZ - - - ROUNDA - . GN ABOVE GROUND TO - - gO- - N\A SI- - - x - - -PERMIT SIGHT DISTANCE Do . 1�ko� a - ` a x t P-2 MILL B - KMn 3- oA a — \ AND OVERLAY --_ - a 4 1— All- --- by— ___--_ OAK x 4 ° :a-. a° �,: _° . ° EDESTA a a, - o ° At 0 . � _ aO UO 7 NSF 6 ,A9i5F �D7 PTYo°^ \ SOT 2 ° 1372—� oJ� m �G ------ I LOT 1 1372 SF _-- --- oa—Q----- 0 — 17 43 SF OAl \ \ t 0 PRUNE TREE BRANCHES 6'- • ;D UP TO 7' ABOVE I _ ASEM�NT 4 _ GROUND TO PERMIT _ — — — - SIGHT DISTANCE - _ " N o 6 a� I mm _a� // x o 00 \N 1 _��z° �.a o '^^ ° e..°.. N a �Y o/ EXISTING LANDSCAPE SCHEDULE: BLOCK II Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy 10-Yr Height Total g Large Shade Tree Quercus albo White Oak 3" 6 1 243 1 26'-0" PROPOSED LANDSCAPE SCHEDULE: BLOCK II Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy Height -Totd ° Large Shade Tree Betula nigra River Birch 1 9 397 25-0" fs `': v� Large Shade Tree Quercus robur English Oak 1 14 329 31'-0" Large Shade Tree Ulmus americana American Elm 1 20 397 25'-0" Medium Shade Sophora japonica ••Regent" Scholartree All 14 394 28'-011 Tree Regent" o MediumShadeAcer truncatuhade x NorwegiaaPleunset 1�" 19 177 18'-0" platanoidesm "Keithsform" Medium Shade Cercidiphyllum Katsuratree 1 13 222 28'-0" Tree japonicum Medium Shade Celtis laevigata "AII "All Seasons" Sugar 1 6 397 30'-0" ,1, Tree Seasons" Hackberry TOTAL PROPOSED BLOCK CANOPY TOTAL EXISTING BLOCK CANOPY - TOTAL CANOPY TOTAL REQUIRED BLOCK —1— Y / i \ ° „OROH E ROADESMT A� \ RTE 29ROC .. ° SIGHT � _ � � � C �.'W-l�A�jE -1`1T � \ �—.— . GRADING � _ \f V / \ 110 ° LANDSCAPE REQUIREMENTS LANDSCAPE NOTES' Z' Canopy Requirement (Sec 32.7.9.8.A.2): 15% of total site area 1. Contractor to apply4' diameter by 2-5" mulch bedding \ a 9 -=� DISTANCE -� i _ W W QR - s \ ° Required: around all proposed trees, and mulch bedding around ESMT. W Vv - 10p _S _ G / — — / Provided0.15 ` (171,191 SF) = 25,679 SF shrubs. landscaped 2 5 SF 3. AII s to plant ngs of trees and shall be ll nd shrubs shall be allowed to —,d. 689 reach, and be maintained at, mature height; the topping of r ° s 3 trees is prohibited. Shrubs and trees shall be pruned \ \ � \ _ �� ,, _ _ / a - \ P " \ � 15 Street Trees (Sec 32.7.9.5.D): Large Shade Trees (1Z'-14' Min. Cal.), 50' O.C. p p PRUNE TREE BRANCHES 0 F " - - 1 minimally and only to support the overall health of the plant. a° parallel to road or Medium Shade Trees (1"- 11' Min. Cal.), 40' O.C. parallel to road «« ° _ «�.° — G � \109 4. All new planting shown on the plan will be completed after UP TO T ABOVE ' ° v - \ 0 T 0 S \ ° -+- - f • �' ROUND TO PERMIT building and road construction to avoid tree planting damage. SIGHT DISTANCE °, ° Berkmar Drive & Timberwood Boulevard: 750 LF — — — ° „ z \ 5. All disturbed slopes 3:1 or steeper to have low maintenance ESMT F � L ' � R \ Required: 750 LF / 50 +1 = 16 large trees a a , o I ground cover. OF — Provided: 15 large trees & 5 medium trees 506 S p.a 6. Contractor shall plant all landscaping by the first planting m\ .�_� R° �O 8 SF s 1 season following the issuance of the first certificate of \ f y 127" — Connor Drive (outside of easements): 212 LF — s Required: 212 LF / 40 +1 = 6 medium trees occupancy within the development. 45 ° ° SqD / ° `° \ y '° ° ° Provided: 6 medium trees \ ° \ \ �O 6\SF Private Road A: 656 LF \ \ \3 \ SF /_ s y s` 3D' — 1� Required: 550 LF / 40 +1 = 15 medium trees on each side, 30 total \ / \ ° "° ° 149 O� E Provided: 11 large trees & 20 medium trees, 31 total \ \ - _h - SMT Ly S �v, Private Road B1: 380 LF A90 Required: 380 LF / 40 +1 = 11 medium trees on each side, 22 total 00� Provided: 5 large trees & 15 medium trees, 20 total 1Is �� / _ — 10 Private Road B2: 100 LF SHIMP / / s o Required: 60 LF / 40 +1 = 2 medium trees on each side, 4 total 0� '\ �� ,9 A I Provided: 2 large trees & 2 medium trees, 4 total E N G I N E E R I N G _ \ \ v0� SF \ - \ s '— \ N� ° i ,�/ 'yam vo -I SF \ LAND PLANNING - PROJECT MANAGEMENT \'�5' WALL �°° \ MAINTENANCE \ \ \ \ 1A90 — s — A A ASEMiE�- \ Rou 912 E. HIGH ST. 434.227.5140 \\ a° �Q SF \ \ - s <_ �-SC�Q S "O / - ° �O� SF ✓ -4_ AHEA CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ` \ \ 1A a° 9 \O \0� 51 /\4_ Co H (x vq SVeAl,l �_s 25 _ o5t) AA s• F ea, 1°° 83 s o 50 7, - - - PRUNE TREE BRANCHES 1$35 SF \ / ✓ / / - - ONAL p0 -, p° - PRUNE TREE BRANCHES UP.- -° \ 6' UP TO T ABOVE TO 7' ABOVE GROUND TO°- \ \ \ \ \ ° GROUND TO PERMIT PERMIT SIGHT DISTANCE \R° _ ..... DISTANCE — — _ AIR I FINAL SITE DEVELOPMENT PLAN p a c s - - s Q HTC AREA C ko7- / °� V A /2 36 2,3 \ \ \\ \ 1583 ° TOWNHOMES \ I— °° NSAll, o r v0w _ /2SF / ALBEMARLE COUNTY, VIRGINIA , W is2 FLORA NEACS3SUBMISSION: 'OPRIVROAD B1 ESMT "4FENCE 20' /P 11DTH$ 2020.10.05 TO 00 / REVISION:O% 2$ 2021.03.04 BID SET \ \\ > TURFf j ° \ / f — 2021.11.30 ACSA SUBMITTAL \ \ 15' W\ALL !.S ry� / a \ D `� \ / / - YIELD SIGN a._ - MAINT5' A�AJLL \ 2022.02.15INTERNALREVIEW 1 EASEMEW\ \ \ — — — I \ lg°6 26 2022.03.07 SITE PLAN RESUBMITTAL \ --o. SF M / \ PICNI,C\ (4) SEAT 42' FEN - / AREA SWING SET TO MAT H• \ PRUNE TREE BRANCHES UP / t>� / J - \ \ \ \ RETW LL TO 7' ABOVE GROUND TO HANDR IL PERMIT SIGHT DISTANCE h I FILE N0. 3' WIDE RECY LED BONDED \\ o \PLAY OUN -- a � ° RUBBER OR EQUIVALENT TRAIL. C WBIN SET \ LOT 33 LOT 32 LOT 31 LOT 30 I =Y / \ DESIGN BY MANUFACTURER \ \ 9' WHIRL -_-l922-S� 1336 SF 1302 SF LOT'29 L0T�8� LOT 27 o\ \ / / Q \ \ \ �I� 1302J�SF 1302 SF �3-02 SF 1500 SF I �' o I — — \ ° �_ / / a \ \ 20.018 ucu J — — _ TAN CE T. / �U°U- UUOU -�- -- — _ — _ — — — — — — — — SGHT f , _ — — — —i TE asM 0 +O LANDSCAPE PLAN: "\.... A — A DISTANCE I -�. - �: .. •,,.,- uW�uc o -- \-- -- ESMT. �11 — — _t= .d ate.8291 O _ BLOCK II `� OO+II• SOS- 9l �,�°� cu-�- u_ucu u —ucu -1 ucu_ u ucu i. 20 0 20 40 60 —uw—ucu e I - ° _ .CONDOR. - -� - .,°._�,F . a .. usyi:. y• � - - \ (aRiVATe R/WU� / — — — "r' .� — _ Scale: 1"=20' _ C11 - — -—.00+c� Area (sf) Area (ac) % of Site Pavement 36,949 0.85 IT ° a azss-sa a ° a , "re RD RD 770; D�/ R RD RD V7_ ------ --- W 5 RIV, 4— L D AIN ES — — — — — PRUNE TREE BRANCHES UP TO 7' ABOVE GROUND TO NEW 30' , — — — — — SIGHT DISTANCE— —PRIVATE _PERMIT ALLEY ESMT. ro N c Z NEW 20' PRIVATE A A DRAINAGE ESMT / i � m U)i --_ g j Li � \ / -- 1 /---- -- - - - - —1 PRUNE TREE BRANCHES UP TO 7' ABOVE GROUND TO PERMIT SIGHT DISTANCE "ZINNEA CREST" 30' PRIVATE ALLEY 22' PAVEMENT WIDTH 20' SANIT Y E MTy / DB 5265 68 I l� NEW 20' ACSA - -� ----- -, AREA USED FOR LANDSCAPE �— CALCULATIONS: 1.0 AC If rL rff� (rr/� f(—j�/ ` f(p,� ! (r^f(j ---t E 20' AC C> ` t> `/.r, t> Or S a u7 ~W'�3�' PRIVASE 9A ITARY ES / J S ENT n \ \ // / __ \ \// --i / /— �\ f f ff / / / i (�<0 — — / AREA USED FOR LANDSCAPE — — / CALCULATIONS: II AC— PROPOSED LANDSCAPE SCHEDULE: BLOCK II Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy 10-Yr Height Total_ -Canopy SE iS 2s Large Shade Tree Quercus robur English Oak 1 10 329 31'-0" 3240 Large Shade Tree Ulmus americana American Elm 1 7 397 25'-0" 277,9---- Evergreen Shrub "BIJex c "Burfordii" Burford Holly 18" 15 57 10'-0" 855 ordii" TOTAL PROPOSED BLOCK CANOPY S9�'4 TOTAL REQUIRED BLOCK CANOPY (15%) -- &,�34 SF----' 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 a ROOTRALL DIAMETER DIM 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. 4 ) SHRUB PLANTING — SECTION Ci1 G Not To Scale 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 SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SO. 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 213 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. 1 3X ROOTBALL DIAMETER DIM. s TREE PLANTING DETAIL 1312 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 — ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATEISOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOHL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL 3X WIDEST DIMENSION OF ROOT BALL - 2�TREE ON SLOPE C 25% (4:1)to 50% (2:1 C12 Not To Scale SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O P. U JU S > Lic. .483 �ol�i2z Ewa S/(lAr�1 F�4 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 FILE NO. 20.018 LANDSCAPE PLAN: BLOCK III C12 590 585 580 3 w z 575 570 w 565 560 555 O O cd o 07 o- +rn +m O O NU n n ink nm ^ O O la-J +� +N tnw (nW O p U U > > O O O O rn w w PVI STA. 13+00.00 0 cn w tow ocn ci rc( soa 7a n v�i p U I- 60.00VC > rl PVI STA. 11+30.00 rla VI - PVI ELEV. 591.34 5 8.36S T68.36SD _ - 15.66K-Val -- __ AG ELEV.591.57 VDOL S.58K-Val TSTA.12+81.17 EST _594.25 w w 0__ (nw I ow ow ADS _�- - _ o of 0 n o; -- --- - VDOT CD-1._ Ii "ORCHID BEND" 2.00% - -1. MIN. 3.5' couE PVi ELEV. 570.4 - _ - - --- _ - _ 557 _ MORtgR_8 Nv� LF s R ENr COgTED CLASS ER OEM 2 DIP wgrEZINC L/NE 2.0_0V 123.98SD 5.19K-Va _ STA. 15+45 TO INTERSECTION HAS 25' WIDE PAVEMENT +co �N dw +co- �w ao>> X. GRADE EW�RADE y oo 4 �� >> -_ (ROAD A) 30' PRIVATE ROW 18' ASPHALT - - _ - > r E 54,075D . l-& E . D. 00 VI 15 MPH DESIGN SPEED AADT=303 - - - 1"=30' HORIZONTAL - - 1"=10' VERTICAL AG STA:T�+Z -SAG- a a w WKj NN Oa Of L- m Ol ID v� n to n n inn cn n in n inn ton n u to inn in n 600 595 590 585 580 575 570 565 56010+00 10+50 O O Ln 7 n N 00 +rn +00 O n O0 Q W Q W 600 c>- a w VI STA. 10+40.D 595 PVI ELEV. 591.10 98.87SD 5.01K-Val 590 sss "PURPLE FLORA BEND" 580 (ROAD 31) 30' PRIVATE ROW 575 16' ASPHALT 15 MPH DESIGN SPEED 570 AADT=303 rn 0 1"=30' HORIZONTAL h, N 1"=10' VERTICAL 565 N� N� 10+00 10+50 595 590 585 580 575 570 565 560 55510+00 11+00 a'• /N JIVE rfRloy C ss s2Eowltl 44 �F 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' PVI STA. 12+35.00 PVI ELEV. 570.45 189.00VC 108.02SD 15.00K-Val 11+50 12+00 12+50 BLOCK II: ROAD A 8c WL PROFILE SCALE: VERT. 1"=10', HORIZ. 1"=30' / 4 \HLUUK 11: 5 I UKM HHUF ILL A'I -A / SCALE: VERT. 1"=10', HORIZ. 1"=30' 10+50 11+00 11+50 12+00 BLOCK II: STORM PROFILE Al -A7 C13 SCALE: VERT. 1"=10', HORIZ. 1"=30' 13+00 595 590 585 580 575 570 565 560 12+5t7 5 13+50 605 A 600 595 590 585 580 0 575 570 oo N r 565 LXl." 061f, 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 O EX. WL WITH 14+50 15+00 15+50 16+00 BEND FOR 12" 16+59DOWNWARD SEPARATION VERTICAL ANGLE UNDER 18" STORM 0 oa o-t O if] �n vi N O O O O+� -M 0ID Oaf O it] O cn + 0,6 + m 00 00 Hw Hw > > N W n W F w Q w Hw UU HH Vlw N W » » ww Lw as 0-0- PVI TA. 10+10.00 PVI -E EV. 9- _k4 OQ - 72 D -5. 605 STA, 10+35. 0 VI ELEV, 598.4 30.00VC - 125.76SD 600 _ a "PURPLE �t 595 FLORA BEND" (ROAD B2) 590 30' PRIVATE ROW a O'O 22' ASPHALT cn v N a'. 15 MPH DESIGN �;� 58510+00 SPEED AADT 03 to+5o 1"-30' HORIZONTAL O p O� Od in d Lf) Co +OMi +m 00 Ocn t» w 0w cn w- UU HH » » - PVI STp,. 10{E90.00 PVI EIIEV. 92.94 11+00 112= 600 595 590 11+55 C13 SCALE: VERT. 1"=10', HORIZ. 1"=30' 600 590 595 585 590 580 585 MIN 575 580ON U M I 570 575 0 565 570 5g0 565 O 11+00 cO 560 0 mO z a� o rL a 00 > z Z - >> zz 10+50 46 z O N r r BLOCK II: STORM PROFILE Al -A7 z-- SCALE: VERT. 1"=10', HORIZ. 1"=30' N Z (n M_ m N Z .-Z O O N O N _ -1 a -Z <mN Q �C m N O N ON - - -1 Q N ( Y n o o N _ m+ co NOF f 15.30 L o8" PVC -o- z. z 2U aa- , o -N a ¢. zz. ¢ _,- N o-F r-- cOo "PVC N m @ 3.05% �0 4.58 rn o T r ) � - -- --- N S' pVC m ,6+ a¢ �04 _ o�� NON A1dE oO 52 p0 F54%PVC_ nom @B ~z o zZ > z Wiz- - _ Z- N 21.50 LF g" HDPE 00 48 j 0 �F 1 C9 7 .PVC o %. m u - �Z m O> - z z z 0o o� 48. HDPE@�779 nn �� �l 0- oz >- - O � >- � � Z o O Z 10+50 11+00 11+50 12+00 12+50 8 BLOCK II: STORM PROFILE Al-A7 C13 SCALE: VERT. 1"=10', HORIZ. 1"=30' 11+00 11+50 12+00 BLOCK II: STORM PROFILE Al -A7 SCALE: VERT. i"=10', HORIZ. 1"=30' 605 600 595 590 585 580 575 55g70 13+66 5 600 595 590 585 580 EX. 2, RCP OL 575 570 flE O N z� �oaa PE@217 68LF 15"HD rnoo U3 O 3 Z Z BLOCK III: STORM PROFILE Al-A2 SCALE: VERT. 1"=10', HORIZ. 1 O � 600 ro N 595 a N 590 585 580 575 570 565 12+50 560 H2 600 595 590 585 580 575 570 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM � O P. u Ju s > Lic. . 4 83 �ol�i2z Ewa S/nktAi V1 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 FILE NO. STORM SEWER,ROAD, & WL PROFILES C13� 4A 600 600 1 595 595 590 590 585 585 CIA 580 580 VER 01, 575 = 575 570 w WAT 570 565 565 560 56SEPARATION 0 N 0 N 5555 555 z 10+50 z z z 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+605 o> >z z 1 BLOCK II: SAN PROFILE 1 A-4A C14 SCALE: VERT. 1-10, HORIZ. 1"-30' T-I�n 00 2D oM600 2A 2Brn + '� M 600 r•i w 595 ~ SERVICEa a 595 zi Go _ — — WAfrH 590 a _ 590 o _ � _ 00 0 585 ¢ o 0 40 °0 585 z w nn0-1 SERWIGF ICE �z z 580 - _ _ z > _ 580 0 o - z 3 > � 575 Z Nm COVER z 575ui SHIMP �� 00 570 570 ENGINEERING 'MIN "I SEPARATION c) 5�— LAND PLANNING - PROJECT MANAGEMENT 565 z 565 0 912 E. HIGH ST. 434.227.5140 0 560 M 560 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM w N w 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 I-zz O >> >zz z O` H o �Pc 2 BLOCK II: SAN PROFILE 2A-2D °Ju s > C14 SCALE: VERT. 1"=10', HORIZ. 1"=30' Lic. .4 83 �o l?/a Ewa S�ONAL FAG FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES 600 iA 2A 3A 4A 600 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 595 595 2020.10.05 s90 REVISION: FE sso 2021.03.04 BID SET 585 2021.11.30 ACSA SUBMITTAL sas 2022.02.15 INTERNAL REVIEW sao 2022.03.07 SITE PLAN RESUBMITTAL cli 580 575 575 57°Z FILE NO. 570 20.018 10+00 10+50 11+00 11+50 12+00 12+50 13+00 1.3+sn 3 BLOCK III: SAN PROFILE 1 A-4A SAN. SEWER PROFILES C14 SCALE: VERT. 1"=10', HORIZ. 1"=30' C14 A zi-c" 1�+ -- w o "�VrfTE _ SETZVf --- 1" WET __ --- SERVIC- a = � W O Ul0 I� N w QN � 0�6 GRADE M '- - - V1 ----- R-26 i _(� 0.549 rJ' COVE _D] t Z ---_--�----------------------- 1 � NO J Nbfll 1 N AM --------------------------------------- ____________________________________ o a i PRUNE ERISTING TREE BRANCHES UP TO 7' ABOVE GROUND TO PERMIT SIGHT DISTANCE i1+0-280' ---------- -1-- -------------- _12+0Q�'---------- - �� l — —.—. 13+00 280' SDR (M/ —�11111W.01m IIIIIIII _, -m SIM a.- 580 575 570 565 560 555 5 PRUNE TREE BRANCHES UP TO 7' ABOVE GROUND TO PERMIT SIGHT DISTANCE ::1:)BEOCK II: PLAN VIEW SIGHT DISTANCE ON CONNOR DRIVE ENTRANCE C15 SCALE:1"=30' 0 30 2 MILL OVERLAY r -. / 3 INp 20NNo0d) / ---- ----- -------------------- �� --- — — — — — — — — — — -- --- _ — —_ — —— — — — I 98 3 BLOCK II: PLAN VIEW SIGHT DISTANCE ON BERKMAR DRIVE ENTRANCE C15 SCALE: VERT. 1"=10', HORIZ. 1"=30' 61D 605 600 x 595 60 90 590 5 - - BERKMAR DRIVE (VARIAg�E WIDTH SOR � 3 V1150�72 SF LOT 1743 SF 4 7 Y'r 98 I 0 30 60 SIGN HZOF tGF T=HE OB_JEC_T=3_-280'1_SIGHT DISTANCE LOOKING -LEFT - NEW GRADF RAD 10+00 - -HFIGHT OF --OBJECT-3.5' OF -. ANCE L00 -CO AB ROUNDOUT INTER ING LEFT ECTION) - EX. - GRADE NEW zou OiS TA CE LOOKING RIGHT HEIGHT OF - _ OBJECT=3:5'- — — - ----- rI _ ----- -- L E X_ GRADE � — GRAD 18+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 2 BLOCK II: PROFILE VIEW SIGHT DISTANCE ON CONNOR DRIVE ENTRANCE C15 SCALE: VERT. 1"=10'; HORIZ. 1"=30' NOTE: REFER TO ROAD PLAN SUB2021000149 FOR INTERNAL ROAD SIGHT DISTANCE PLANS AND PROFILES. 595 590 585 580 575 570 5 10+50 11+00 11+50 12+00 12+50 13+00 13+50 580 4 BLOCK II: PROFILE VIEW SIGHT DISTANCE ON BERKMAR DRIVE ENTRANCE C15 SCALE: VERT. 1"=10', HORIZ. 1"=30' 575 570 565 560 5555 14+00 14+5b0 ------------------------- -- LOCKWOOD DRIVE t � r------- (58' PUBLIC R/W) WP-2 MILL ---------- ---8�-34'h=PG�7-3--- 'A - -`­--`-------11+001\1----------------------�,-�-- PRUNE TREE BRANCHES UP TO 7' ABOVE GROUND TO PERMIT SIGHT DISTANCE --- --- ------------- 7 ------- 2 MILL AND OVERLAY - - - - - - - - - - - - - - \-----------------zz -14t99_ a4 / ---- /--- ---- ---- --- ---- -- - - - 1 �\ --- LOT `� / LOT 2 }918'SS_ �65T 16LOT-3 4 SF 1654 SF 35OT 5F A n}� / LOT G LOT 7 LOT 8 ` LOT 9— LOT 10 z \ 3515 NSF 1654 SF 1654 SF 1654 SF 3933 SF tf 14+00 14+50 / I I I I / I I I I , 01 5 BLOCK III: PLAN VIEW SIGHT DISTANCE ON LOCKWOOD DRIVE & BLOCK III ENTRANCE \ C15 SCALE: VERT. 1"=10', HORIZ. 1"=30' �—1Tjt6Y 15+00 30 1 30 ./ •0 15+00 15+50 610 605 600 595 55990 16+ff 5 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 595 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 590 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 585 580 FILE NO. 575 20.018 5570 SIGHT DISTANCE PROFILES 10+00gg 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+005 s BLOCK III: PROFILE VIEW SIGHT DISTANCE ON LOCKWOOD DRIVE & BLOCK III ENTRANCE C15 SCALE: VERT. 1"=10', HORIZ. 1"=30' C15 8"MIN EMBEDMENT REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL MIN LARGER THAN 5" IN ANY DIMENSION 24"MI SPRING LINE Ia— OF PIPE � 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 hwert-titre �6in RIft3in 1 R1ft6in 12 Builders Option Area may be concrete Bottom of curb may follow slope of subbase provided a minimum d of 7 inches is maintained- tftOm 2ft0in 111011top Curb TYP, ) Note: Provide 5' interval of smooth transition to CG-6 Curb & Gutter. VDOT: STD. METHOD OF SHAPING RHOCCEINLET INVERTS SPEC 106.08 C6 RE EE LATEST AILSFROM VDOT0D& BRIDGE STANDARDS VDOT: DI-7 SPEC. 104.23 ili7i:�iP[y>IC11i.Ltl:I:Ub77:{�P�711/J■:i/L115:>;:l:�llill>17P.1►11L'1:111.7 VDOT: CG-6 SPEC. 201.03 10 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS C16 1-313 & DI-3C SPEC. 104.09 KEFEKENUE LAIE51 UEIAILS FKUM VUUI KUAU & I3KIUUE SIANUAKUS VDOT: MH-1 SPEC. 106.01 KLI-LKLNUL LAIL51 ULIAILJ FKUM VUUI KUAU & UNIUUL 51ANUAKUS 11)VDOT: CG-2 SPEC. 201.01 C16 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 2 ROLLTOP CURB DETAIL C16 NOT TO SCALEl ko VDOT: CG-9 DRIVEWAY APRON SPEC. 509 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS 6 )VDOT: STD MH FRAME & COVER SPEC. 106.04 C16 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. g VDOT: DI-2A SPEC 104.03 C16 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS 12 VDOT DETAILS: CG-12 SPEC. 204.01 - 204.05 C16 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS Uni 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 FILE NO. 20.018 VDOT & ACSA DETAILS C16 H W J Z I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN \ BRANCH 12" y 11114 --a J J 2„ FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1—B ACSA: TYPICAL MH TIE IN PLAN VIEW NOT TO SCALE L- E L-`!IZED WITNESS POST WITH E E I ITED BLUE IN REMOTE AREAS I E TEI), 41AHKER LOCATION MAY BE SUBJECT T HI H. 4Y DEPARTMENT APPROVAL. FI.I HE GRADE ADJUSTARLE TF.-FFI -TEE ! ` VALVE BOX Wi LIL lu 1L� Mai I ti'J TEL 2500 P.S.I. CONCRETE THRUST BLOCK M J. GATE V:AL E LINE 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) SLOPED AREA STREET SURFACE OR NON —PAVED AREA 1'—O" MAX 2'-0" RUBBER COATED STEEL I STEPS CAST IN PLACE 3 —0' , MIN PRECAST REINFORCED CONCRETE SECTIONS 12"" MIN "0" RING SEALS A 16" MAX MINIMUM ELEVATION ° DIFFERENCE ACROSS M.H. 5" 4'-0" 5r FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH of FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING_ — SEWER. a •. ° 12" A FILLETED INVERT FOR A SMOOTH �d 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 yM PSTEPJ e NOTE: MIN. 60' DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSS 04, USE APPROVED FLEXIBLE RUBBER 0 �annr 8 GASKETED STOP COUPLING 27' PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY � 90• RESTRAINED BEND a 4 'E I r 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 NOT TO '. CCA,PRE39ION . 3/4' MALE PIPE COU'UNG OR A-PROVF.r*' EQUAL ynl NOTF 7 NO SNEAIE FlITINGS DUAL SERVICE SINGLE SERVICE NOTE ,J SADDLES SHALL -E E PVC: PIPE O1 FOR USE ON ATIACHM 9NGIE FAMILY RESIDENTIAL SEANCES OR DUAL RE%MTIAL AND IRRIGATION SEANCES 1' R —NPROSION . 2/4' MALE 'RE CWPUNG PPROVEO EQUAL 7CM USE UN DETACHED 9NUE FAMILY NEACENTIAL Se�VKE MIERE AN IRRIGATION MEIM IS NCT PRCOICEP CAST IRON UP. FIM31ED CRATE 5' LA RING BALL _ -uO IF�II 9OX VALVE (IN� ,' II' JB' MN f.OPFQ; 6 DEN'u COUPLING� Ap& I h' `CORPORATION STOP I',C ��"t'• V-'BRICM AS A. C^ t•''�- :��jx NECESSARY SAND OR DUST JNDER 'r •.[Y.:•6'�� A' pAAETER DRAIN PPE 12• Box AND SETIEA t2—INCH '4+;•;:, LONG STONE POCKET, VDO7 YINMIAr TI4(YcNE551 �i};::y.Nr•;��, J'?�>!rT'J)+:;��?. SPEC. POJ. Na. 57 AG:AECRTE TYPICAL SERVICE LATERAL INSTALLATION (5/811 & 1" METERS) NTS FIG. W-6A TD-10 CSA: TYP. SERVICE LATERAL INSTALLATION NUI IU SUALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I 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 4JM1 a e" MIN MIN. #68 STONE LAR FILL AS 20VED BY ACSA STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 ACSA: DIP INSTALLATION NUI IU SUALE SEWER SERVICE LATERAL CONNECTION NOTES: 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% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4".-7 17 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF — MAIN LINE SERVICE LATERAL SECTION 45'0' 0" IN LINE WYE—TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 ACSA: SEWER LATERAL CONNECTION NUI IU SUALE NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270•) 18"-22"VALVE BOX 7 CU. FT. #68 STONEI 6" GATE ' VALVE 'I e' 8" X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O U JU S > Lic. . 4 83 �ol�i2z Ewa IL S/(IAlAI F+7G 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 2022603607 SITE PLAN RESUBMITTAL FILE NO. ACSA DETAILS 2 ACSA: GATE VALVE TYP. 8 ACSA: FIRE HYDRANT ASSEMBLY C16 NOT TO SCALE C1 NOT TO SCALE C17 3.0' 1 I I for 11.0'�^fl ROAD CL I I I �PERPAVE (TYPJ I II I 2I5" BM-25 (TYP.) I I I I I 6" VDOT #21A I II I I II BASE (TYP.) I COMPACTED I SUBGRADE MIN. CBR D 1 TO BE FIELD 1 5' SIDEWALNI VERIFIED (TYP.) 6' ICG-61 LANE ROAD LANE ICG-61 6' IS' LANDSCAPE CL PLANTING SIDWALK STRIP STRIP ROAD A "ORCHID BEND": SECTION A -A SCALE: 1:10 4"- 3,000 PSI CONCRETE 1_4"- VOOT #21A BASESTONE COMPACTED SUE MIN. CBR=6.0 I TO BE FIELD VE OPEN SPACE VERIFIED (TV.) 9'x18' ICG-61 6' SIDEWALK I OPEN HOUSE PAVED GUEST PARKING SPACE 3' LANE ROAD LANE DRIVEWAY ROLLTOP CL CURB ROAD A "ORCHID BEND": SECTION B-B SCALE: 1:10 HOUSE PAVE DRIVEWAY I3__�ROAD A "ORCHID BEND": SECTION C-C C18 SCALE: 1:10 I ROW 8.0' MIN.— ROAD CL SUPERPAVE 17 )�� 2.5" BM-25 (TYP.) 6" VDOT #21A BASE (TYP.) I COMP ACTED UBGRADE SUBGRADE.-MIN. CBR O BE FIELD IELD VERIFIED (TV.) 3' LANE ROAD LANE GUTTER ROLLTOP CL CURB * I _ I - 2R ' 2S 4"- 3,000 PSI CONCRETE 4^_ VDOT #21A 6AGR. BASESTONE BASE TYPE COMPACTED SUBGRADE 1 SIZE 21B MIN. CBR-6.0 TO BE REM VERIFlED 5' PAVED HOUSE SIDEWALK DRIVEWAY I 57.6' I& I ROAD CL ROAD I i CL i �8.0'�8.0'� I . �S �% 2% 27 .—_ Lr- �X ._. .. SUPERPAVE (TV PSI C6NORETE 2.5" BM-25 (TYP.) 4-- _ CONCRETE ROAD CL CURB CURB & CONCRETE APRON --1 11 6" VDOT #21A BASE (TV.) BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 (I %1\� ,-Q_ ' 1 COMPACTED SUBGRADE MIN TO BE RELD VERIFIED 29 2% 8� 2R 2R Bx 29. 2% 8R_ 11 8% ICG-6 TO BEFIELD 1. 4 3 3, 0 I___________________ CONCRETE CLASS AS) I VERIFIED (TYP.) .) PSI CONCRETE (HE56)CONC. / SID EWALK STRPPE LANE ROAD LANE CENTRALIZED CG-6 '� S YSPEBMA 5�(TYP.) 4P5 BASESTONE OT OT J 2.SEBMA25(TP)) CL MAIL AREA (PAVED UPS SIDEWALK 6" VDOT #21A BASESIXJE#2A COMPACTED SUBGRADE COMPACTED SUBGRADE I IMIN. BASE TYPE 1 SIZE 21B 6 VDOT #21A PARKING) �I W BASE (TYP.) CBR=6.0 MIN. CBR=6.0 I BASE TV.) ( '�" 60 I COMPACTED I TO BE FIELD VERIFIED TO BE FIELD VERIFIED I COMPACTED I ¢ n a SUBGRADE MIN. I I SUBGRADE MIN. I I CBR=6.0 I I CBR=6.0 TO BE FIELD I I VERIFIED (TV.) HOUSE PAVED SIDEWALK LANDSCAPE STRIP, PAVED ENTRANCE D ENTRANCE' TO BE REM I VERIFlED (TV.) LANE ROAD LANE LANDSCAPE STRIP, pgyEO ENTRANCE D ENTRANCE SIDEWALK I DRIVEWAY HOUSE 6 ROAD B 2 )] PURPLE FLORA )] BEND SECTION A - A DRIVEWAY CL Cl SIDEWALK SPACE G-6 LANE ROAD LANE GG-6 5 OPEN HOUSE BROAD B1 "PURPLE FLORA BEND": SECTION A -A C18 SCALE: 1:10 4 ROAD A )IORCHID BEND": SECTION D-D C18 SCALE: 1:10 SCALE: 1:10 HOUSE PAVED 3' GUEST DRIVEWAY ROLLTOP PARKING CURB \ROAD 131 "PURPLE FLORA BEND": SECTION B-B C 1 8 ) SCALE: 1:10 4"- 31000 PSI CONCRETE OO O, . O VDOT #21A BASESTONE EMWIF 4+ 5O COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED (�8�TYPICAL SIDEWALK SECTION NUI IU SCALE " SM-9.5A O O O O O 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.) LANE ROM LANE ICG-5' CL SOPEN PACE 1 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �Q2 w 11 1ro 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 FILE NO. 20.018 ROAD & PAVEMENT SECTIONS C18 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. 4' MIN C 6'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 ..._ _.... ._..... _.... _ _.- _ __ _..__.,__ _. _.._ _.. _..IER 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. (1,2) 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&OUTLETADAPIER$AVAILABLE : V -2A' FOR CORRUGATED HDPE (ADS N-IZVMCOR DUAL WALL, ADSIPANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED H�DPE��� SHOWN) 1- GRATESISOLIDCOVERSHALLBEDUCTILEIRONPERASTM GRADE70 S. 2 - FRAMES SHALL SE DUCTILE IRON PERASTMASM GRA➢E70ffi&5. 3 - DRAIN BASIN TO BECUSTOM MANUFACTURED ACCORDINGTO FLW DETNLB RISERS ARE NEEDED FOR BASINS OVER WDUE TO SHIPPING RESTRCMONS. SEE DRONING NO. MM-11D4B5. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS N1NHANCOR DUAL WALU, N12 HP &PVC SEWER 5-PDMTERS CAN BE MOUNTED ONPNYANGLED°TO36D'. TO DETERMINE MINIMUM 18' MIN WIDTH GUIDELINE 8' MIN THICKNESS GUIDELINE TRAFFICLOADS: CONCRETE SLAB DIMENSIONS ARE FOR (5) ADAPTER GUIDELINE PURPOSES ONLY. ACTUAL CONCREFE SLAB MUST BE PNGLLS DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ��- ACCORDINGTO TRAFFIC LOADING,& OTHER APPLICABLE DESIGN FACTORS. pUNS SEE DRAWING N0. 7001-170.111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (8' MIN. BASED ON MANUFACTURING RED.) 4-MIN THE RACKFILL 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. GRATEOPTIONS LOAD RATING PARTS DRAWINGo PEDESTRIAN MEETS W10 2499CGP TOOL-110.218 STANDARD MEETS HZO MBBCGS T001-"D 21 SOLIOCOVER MEETSH-20 21WCGC TOOL110-21S DOME WA 21BpCG0 TUOL1t0-219 DROP IN GRATE LWHT IXIIY MlIN 700111M75 NYLOPLAST 24 " INLINE DRAIN: 2724AG X 2401DI DROP IN GRATE APPROX. DRAIN AREA=164.94 SO IN (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. APPROX. WEIGHT=67.50 LBS TOP IL ADAPPERSI7E 1500 181 WIDTH GUIDELINE P 15.R L D 1 L A \\\\/\ 0601 DI � �y \\/\�/\\/\/�\\/\\\ //ivy 0801 DI \ 8'MIN THICKNESS GUIDELINE �, 1�.� iI \\ /\ 1001DI (S) 1201D1 TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR o ((�`� r ')O NYLOPLAST DROP IN GRATES FIT INSIDE ADS N-12MHANCOR DUAL WALL, SDR 35 1501D1 MINIMUM PIPE BURIAL GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE �� DEPTH PER PIPE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,SEWER � ��� � PVC, & SON 40 DWV PVC PIPE 1801 DI INVERTACCOROINGTO MANUFACTURER TRAFFIC LOADING,& OTHER APPLICABLE DESIGN FACTORS. PLANSITAKE OFF RECOMMENDATION SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. c II oII 2401D1 r ,- ` 40X.60 -- (3) VARIOUS TYPES OF INLET& OUTLET ADAPTERSAVAILABLE: 4'- 24' FOR CORRUGATED HDPE (ADS N-12HMANCOR DUAL WALL, ADSMANCOR SINGLE WALL),N-12 HI PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40). PVC C900/C905, CORRUGATED & RIBBED PVC_ (CORRUGATED HOPE SHOWN) M D O'I ICI I III LE 1N Tfll FT02B.05 77 p7NNq THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER60 GRANULARTING THE ASDEFINED FIOF IN ASTMMENTS I1OR CCLIAL AASS IMMATERIAL D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED& COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 GRATE OPTIONS LOAD RATING PART# DRAWNG! 1.26 PEDESTRIAN MEETS H-10 GIWCGP 7W1-110318 STANDARD MEETS HEO SNSCGC 1831-11641T SOLD COVER MEETS MEO NB9CGC 1TODf-110-318 �� DOME WA 2499CGD 7001-110.219 DROP IN ORATE ❑OHT WN 240II11 )OOt-116W5 DIMENSIONS ARE FOR REFERENCE ONLY 1- GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A526 GRADE AkXMN. THIS PINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNBY EEC MATERML 3130VERORAAVE 2-FRAMESSHALLSEDUCTILEIRONPERMTMMMGRDE7DWp . NYUO HASPROPRIETARYRGHTS. THERECEIPT BUFORXGA30518 ACTUAL DIMENSIONS MAY VARY THGFRNTDISCLOSESSUBJECTMATTER IN WHICH DRAWNBY CJA MATERIAL 3130VERONAAVE DIMENSIONS ARE IN INCHES NYLOHAST HAS PROPRIETAWRIGHTS. THERECEIPT SUFOROGARSIS THISPRNTDISCLOSESSUBIECTMATTERINWHICH DRAWXBY AWA MATERML 3130VERONAAVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD,GA30M8 (a/���J 3- DRNNAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ORPOWESSIONOFTHISPRINTDOESNOTCONFER, DATE W-03L8 PIN (T70)932-2U3 GRATE HAS LIGHT DUTY RATING OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 7SM Pxx 1n019 -ZW3 OR POSSESSION OF THIS PRINT DOES NOT CONFER DATE SI PHN(770)833-M hR1/A D3212 FOR CORRUGATED HDPE (ADS N-12MANCOR DUAL WALL), TRANSFER OR UCENSE THE USE OF THE DESIGN OR Nv FAX (n0I992-2190 ��� QUALITY: MATERIALS CONFORM TO A51M A538 GRADE 70.50-05 TRANSFER. OR LICENSE THE USE OF THE DESIGN OR N�T1� % ast FAXR70)93Y2190 �7 TRANSFER,ORUCENSETHEUSEOFTHEOESIGNOR 1,_+'Q�%last FAX (7T0)932.2/90 yl N-12HP,8PVC SEWER. TECHNICAL INFCRMADON SHOVm HEREIN . `yl0 vrvrvnybpluf-ua.am SEHER REVISED BY NMX PROJECT NOMAME TEPRNICALIONOFTHION TECHNICAL INFORMADON SHOWN HEREIN .J xrw.nybpleH+rowm TECHNICALHEREIN PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT REWSEDBY JJC PRBIECTNO.MABE EREEIN ww.nybpMatue.com TECNNICAL INFgiMATION SHOWN HEREIN INFORTTION REVINDBY EBC PROJECTNUJNAME d- DIMENSIO'VE FORWER REFERENCE ONLY ACTUPLDIMFNMONSMAV VARY. INTMO OR INFORMATION TITLE INFORMATION! TDB REPRODUCTION RINTSHO ORANY ORMATION TRH 5- DIMENSONSARE IN INCHES CONTAINED HEREN, OR MANUFACTURE OFANY DATE Ob1S16 SIZE OF OPENING MEETS REQUIREMENTS OF AMERCAN DISABILITY CONTAINED HEREIN, OR M IJFACTURE OF MY DATE 2. 11 CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 2910 6-SEE DRAWING NO.AMI-110-275 FOR ADS N-12& HANCOR GOAL WALL BELL ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 24 IN INLINE DRAIN QUICK SPEC INSTALLATION DETAIL ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARTICLE HI FOR THE DISCLOSURE TO OTHERS 24 IN DROP IN ARVCLEHEREFROM FORTHEDISCLOSURETOOTHERS SIN-241N DROP INGMTEINSTALLATNJN INFORMATION&DRAWINGNO.7Ml4lWMFORNI2HPBE INFORMDON. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN JUSTICE, 2B CFR PART 3& IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NVLOPNST. cxla NtwvsT OWG SIZE A SCeic IA SHEET idil DWG NO. 700Y110-0M REV E PERMISSION FROM NYLCPUST. oml.mwnrm UWGSME A SCALE 1:8 SHEET 1OF1 DWG NO. 7001-110-075 REV D PERMISSION FROM NYLOPLAST aolomwns DWGSIM A SCALE 1:8 SHEET IOF1 DWG NO. 7001.11M17 REV E SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM fr L• • 1 3r1. C. .lIL 11• /22 �4w II f�J 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 FILE NO. 20.018 ROOF DRAIN DETAILS C19 11 ork Beyond 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 rice bid for other 9 P 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 engineer j rothe 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 croshworthy 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 Engineer. ineer. 9 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 e Brid 9 PP 9 Standards or as directed by Engineer. ineer. 9 Public Communications Plans and Transportation Operations Plan Notes P P 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 doily during lone 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, Haz-mat Center (if spill involved) - 911 Procedures to respond to traffic incident that may occur in the work zone: a. Contractor to notify Virginia State Police, VDOT Inspector in Charge and Regional Traffic Operations Center. b. Depending upon severity of incident, contractor may have to cease work. c. Upon arrival on scene, Virginia State Police to determine response necessary to allow traveling public around incident. d. Inspector to notify Construction Manager/Area Construction Engineer of incident and take pictures as necessary, especially pictures of contractor's Work Zone to verify the proper set up. Process of notification of incident to be followed is: Contractor to call: Project Maintenance of Traffic Coordinator (Inspector) TBD (VDOT) Project Manager (Construction Manager) TBD (Site Contractor) Area Construction Engineer TBD (VDOT) Residency Administrator TBD (VDOT) Regional Work Zone Safety Coordinator Forester Wright 540-569-6985 Regional Traffic Engineer Jamison Strasser (VDOT) 540-829-7411 The Virginia State Police report of the incident will be reviewed by the Area Construction Engineer to determine if any modification of the Temporary Traffic Control Plan is necessary. If it is determined that it is necessary to alter the plan, then a meeting will be called with the contractor, VDOT project personnel, VDOT traffic safety representatives and the Virginia State Police (if necessary) to discuss modifications and implementation of any improved traffic control plan. Typical Traffic Control Work Beyond the Shoulder Operation (Figure TTC-1.1) NOTES Gwdance: 1. The minimmit distance between the sign and work rehicle should be 1300'-1500' on Limited Access higinrays. and on all other roadlvals 500'400' where the posted speed limit is greater than 45 mph, and 350'-5W' where the pasted speed hmited is 45 mph or less. Opiwim 2- The ROAD WORK AHEAD (W20.1) sign may be replaced with other appropriate signs such as the SHOTLDER WORK fW21.51 sign. The SHOULDER WORK sign may be used for avrk adjacent to the shoulder. 3. The ROAD WORK AHEAD siEa may be omitted where the work spacc is behind a barrier, more than 4 feel behind vertical curb (Standard CG-2 and CG-6) on urban roadways- or outside of the clear zone for all other roadways. For clear zone values sce PaEc A-3 of Appendix A. 4- For short-term- short duration or mobilc operations 1, all Signs and channelizing devices may be eliminated if a vehicle with activated high-intensih amber rotating, flashiness or1 oscillating lights is used. Standard: 4. 4ehicle hazard warming signals shall not he used instead of the vehicle's hi h mm tensrtv amber R rotatingL: flushing, or uscillatin li hti. Vehicle hazard warnin signals can be used to su lernient Y. t'. P. warmingsignals PP high -inter ih amber rotating, flashing, or oscillating lights. 6. If the work space is in the median of a divided highway, am advance warning sign shall also he Flared on the left side of the directional roadway. Typical Traffic Control Shoulder Closure Aritlr Bonier Operadonr (Fignar TTC-6.2) NOTES Gatdance. 1. Sign spacing should be 1300'-1500' jar Limited Access higk4TTs For all other roafiFsays, the sign sppaacing should be 500'-300' where the posted speed limit is greater than 45 mph, and 350=500'Where the posted speed limit is 45 mph or loss Standard: '-. On divided highways hating a median wider than 8'. right and left sip assemblies shall be required. 3. Grown 2 ('ha¢neliang detice spacine shall beat the follow -we: Grosso 2 Chassineltzing Device S Location spamm speed 1irr:1 ( N) Lncanen SpaaA'a speed Limit (mph) Lxaaon Spacers o as 36 e speed limit IAAWrI o as es+ o as 36- 1 3Y I MY Tr 4o' 'CaatnaSm Acres 9Q 1 12U 'Con2rrAm arrest spa6na may be irxxea..d to this dista,ce, but her not e.ce d one apses V. mile. 4. The minimum length fora shoulder taper shaft be 36)" on Limited Accm highways. and' L for all other roadnaps (see Note 7 of TTC-5 for values of L). 5. ' hest the barrier transition slope is on a horizontal alignment. the total offset shall be prorated around the cusp in lien of a straight -tine slope. 6. End treatment of a harrier in order of preference: a. 11here guardrail exists. attach to barrier with appropriate fired object attachment. Is. 1% cut slope exists, but, barrier jinn cut slope and ovoids for drainage as needed c. Extend end of barrier mifil n is be-oud the established clear zone (see Figure'- an Page A- 4 in Appendix A for clear zone valises). d When barrier end is inside the established clear zone. attennamr service Type I or Type IF shall be used Contact L&D Standards/Special DrAgn Section for approved attenuators 7. Barrier panels 8 inches in width:mdL' inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and Braced on 80' centers along the parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic tens sheeting. The hot at the beginning of the barrier rat and at the breakpoint where the barrier becomes parallel to the roadway shall be a Tvpe B flashing light Barrier delineators shall be installed along the traffic side d the concrete barriers. Barrier deinators shall be spaced on 20' centers along the transition at taper sections and spaced an SO centers in-between the ballast pastels apprnriLnntelp'_4 inches up from the roadway-zmiare. Option: S. The barrier shone in this npical application is an acwple of one method that may be used to close a shoulder of a lone -term project. 9. The RIGHT SHOLTDEP CLOSED (W21-5aR) sa> nor, be ehmjnated from all roadways excep€ Lmvted ,Access highnav-s Guidance.- 14. If drivers cannot see a pulbolf aza bn'ond tie closed shoulder, it framtanon regatfing the length of the shoulder closure shall be provided in feet or miles, as appropritwe- 11. An ematgencypuff-offarita should beprovided per Section 60.13 and Tempotun TraiMc Control Figum TTC-8 1: Raisin l -ATNI5 2: Revida 2-9111N19 Typical Traffic Control Lane Closure on a Twa-Lane Roadrrrrl' I -sing Flaggers (Figure TTC-23.2) NOT£s Guidmtca.- L Sign spacing tnstmrce should be 350'-500' xhere the posted speed IimB it 45 mph or less, and 500'400' where the posted speed limit is greater than 45 mph 2. Care should be ueerised when establishing the limits ofthe work=one to insure maximum possible sight distance in adroxmce of thellagger nation and transition, based on the pasted speed limit and at feast eeqquual to orgroarer, than the values in Table 6H-3. Generailt'spoolirig morons. should have a clear line ofsighi Roan the graphicllagger s3mbol sign to the llagger. 3. Ta maintain e�tciwn valjrcJ[aw in a jla�t2rgapemnon on a rtvnlmle roadway, dye Itaximum lime motaistrshould be slopped ataffayR� stanarc is 9 miwtes for hi,R)i reliving rondNa}a iave%Pe daily tr4jic of $00 or more whieler per day) to a marimmm of I ' minutes far law whose roadways (lea than 500 whtcin per day). For additional information see Section 6£.0 Standard: 4. Portable Temporary- Rumle Strips (PTRS) shall be used as noted in Section 6F.99.z 5. FLaggiu_ stations shag be located far enough in advance of the work space to pet appreaching n•a6c to reduce speed and'a stop before passing the work space and allow safficieuI. dditstance for departing traffic in the left Issue to return to the right lane before reaching opposing it (see Table 69-3 on Page 01S). 6. All flimrs shall be state certified and hart their certification card in their possession when perform,,,-, flagging duties (see Section 6E.01, Qualifications for Flaggers). 7. Cone spacing shall be based on the posted speed and the values in Table 6H4 on Page 6H-6.' 8. A shadow iehidrwith at least one high intensitc amber rotating• flashing, or' oscillating light shall be parked g0'-120' in advanceof the first workcrew. om 8. A STAR` 21-V ]0 sPn' ma • be in dos area to ewe advance wumne of the opgation ahead b<• slowing approachulg traffic Fodor to reaching the flae;eer station or gnnKd Gutda sCe: 9. 1 the pout o1 tra is reaches the BE PB£PARED TO STOP elln-d) sign then the signs, and if used the than be rladllnsred atgreater distanrm. 10. When a hi9hwm'-rail crossing exists within or upsneartt of The awwrion area and it Is amjcipatd that queues mx uhmg from rho low closure might oderd through the highwily-rail grade crossing, the ternfpaulaR' frapc cannel Tome should he meraied so that the traitcuum arenprocede; the highuny'-rail nassnng jape F'i.rTTC-56foraddrdonalinformationoshighuT-rdicrassingsl. Standard: It. At right flag_er stations shall be illuminated, except in emergencies (see Section 6E.08). ou 12. Cones mat, be eliminated when using a pilot yehcle operation a when the total roadway' width is 20 feet a 1la5. 13. Fa bw-volume sthnwm with shatumk one: ,a stnieht roadwavz where the fusser is wsibleto road Standard:' 14. 11'hen used, three portable tempporary ramble (PTRS) strips shall be installed across the entire trai el Line adjaceut to the BE PREPARED TO STOP (1134) sign, The portable itinpoi an I Usable snips shall be monitored and adjusted as necessan during the work slit[ to ensure proper yyLxemeut on the roadway. 111en the PTRS are installed, the Rt1R fBLE sTRIP> .UE=.kD (1T.- 116) wn shall also be utilized 1. Retwm 1-4112016 2: Reswon 2-94:2019 IIIIIIIIISARRIER FLARE RATE Speed LlmIt imph) SIcuo, Ratio 70 221 03 2Q f 0 19:1 55 17:1 6a 15:1 45 141 131 35 11:1 too 2:Iirvidn2-9Rr2019 VEMENT C►alf#t3 89 -12a' WORK VEHICLE w2o-t OROAD 110RIS SEE NOTES AHEAo 2 AND 3 Shouldet Closure with Barrier Operation (Figure ITC-6-2) G2a-2 N) 500'+ I�a TRAFFIC BARRIER LRRIER PANEL SEE NOTE 7 IRRIER DELINEATOR SEE NOTE 7 j BARRIER PANEL 3EE NOTE? BARRIER DELINEATOR i SEE NOTE 7 BARR'E R TRANSITION SLOPE RATIO m � 300' SEE NOTE S '' © t. FOR GROUP p FOR SPACING SEE NOTE 3 a D K1 TYPE B w ITL i��], d WARNING LIGHT GUARDRAIL t(f(4�� SEE NOTE 6 wzl.snR SEE NOTE t W1641"1 OPTIONAL SEE NOTE 10 - SEE NOTE 1 wz1-5bR AX - SEE NOTE 1 ROAD N0, „2C-1 vale Lane Close a on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) asoa --T aron m1Nr miss -T 4 inaa - r OLLY1. 6MDN I-4 Nejlals sn�� v FNAER PTER TO CENT I' (+.ERIER) POSrEA'SrAMOR1' SPeID LMR A4o Rem IOREET m-saueei IsFEET =eo NPN wFeet PTRS SEE NOTE 4 no oa .009 s ROADWAY CENTERLINE PTRS t SEE NOTE 4614 1: Retivm 1-4VNIS 2: Bottum 2-0A.'209 -� C-2D-2(V) -500+ 5a-im. SUFFER SEE TABLE 6H3 - $O-i2T SHADOW VEHICLE REQUIRED _ BUFFER SEE TABLE 6H-3 -5a - 100' F1AGGFR STATION SEE NOT?S2 1.5A6 SEE NOTE I W:p.7 SEE NOTE 1 er34 SEE SEE NOTE 1@ NOTE I saav2e SEE SEE Nth NOTE 1 t SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM E - 1 3j1. C. .11s AI• Iry II fi�J 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 FILE NO. MOT PLAN 20.018 C20