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SDP202000063 Plan - Approved 2023-05-26
LEGEND EXISTING NEW 311.5 x� 311.5 TC x� 311.5 TW x 311.5 BW x � -C}- _0_ m OHU 0Hu ---UGU -- UOU DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION 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 MATERIAL CONCRETE RI PRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM MANHOLE [� �a DROP INLET STORM SEWER ROOF DRAIN SANITARY 0 SANITARY MANHOLE ®-a =__� SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER ---- W W WATER LINE WS WS WATER SERVICE LINE 0 0 WATER METER WATER METER VAULT FIRE HYDRANT A FIRE DEPARTMENT CONNECTION GAS - GAs -- GAS GAS LINE EASEMENTS - - CONSTRUCTION - - GRADING ACCESS -- - - - - - - - - SIGHT DISTANCE UTILITY - - - - - - STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS - --- DRAINAGE ----- ---- SANITARY --- - - - WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. Submittal Type Reviewed and Approved by the Community Development Department Date _ - - File# -- Signature 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 SUBDIVISION PLATS BLOCK II: TMP 32-41J: DB 2904 PG 065 BLOCK II: TMP 32-41J: INSTR# 202300002024 BLOCK I11: TMP 32-41 K1: DB 2904 PG 065 BLOCK III: TMP 32-41 K1: INSTR# 202300004000 BUILD -TO LINES Per approved ZMA201700005, residential build -to lines are provided as follows: Front Minimum: 0' from edge of sidewalk Front Maximum: 20' from edge of sidewalk Side: None Rear: None Adjacent to Rural Areas: 20' per approved ZMA2001-00020 BUILDING HEIGHT Per approved ZMA200100020: Block III: 2-5 stories, Proposed: 3 Stories, Max. 30' height. Per approved ZMA201700005: Block 11: 2-4 stories, Proposed: 3 Stories, Max. 30' height. SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Meridian Planning Group, LLC, April 1, 2020. Four (4) foot contours provided by: Albemarle County GIS BENCHMARK Datum for topography is NAVD 88 FLOODZON E 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 govem. 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 olr 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 Ill. 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 centeriine 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, 20141 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. STORMWATER MANAGEMENT NOTES Per the approved WP0202100043, regional stormwater facilities treat onsite runoff. Regional stormwater basin in TMP 32B-A will serve Block III (TMP 32-41 K1) and regional basin in Block I (TMP 32-41 D3) will serve Block II (TMP 3241 J) SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. LIGHTING Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance. There shall be no light fixtures exceeding 3000 lumens. No High Intensity Discharge Lighting shall be used. Illumination at the ground emitted by townhouse wall -mounted fixtures or any other fixture source shall not exceed 20 footcandles. No Lighting plan is required for this Site Plan. ITE Trip Generation AM PM Weekday Use Use Description ITE Units) In Out Total In Out Total In Out Total Townhomes (Attached Single Family) - Block II 215 56 7 20 27 19 13 32 202 201 403 Townhomes (Attached Single Family) - Block III 215 10 1 4 5 3 3 6 36 36 1 72 RELEVANT APPLICATIONS Initial Site Plan: SDP202000034 Block II Subdivision Plat: SDP202100102 VSMP Plan: WP0202100043 Block III Subdivision Plat: SDP202100165 Special Exception Request: SE202200016 Block 11 Road Plan: SUB202100149 HTC EXISTING USE Vacant Lot PROPOSED USE Single Family Attached Townhomes with associated roads, parking & recreational areas. Block 11: 56 Units (This includes 12 affordable units: Lots 11-22) Block III: 10 Units Maximum Unit Footprint is 1005 SF LAND USE SCHEDULE Block II (TMP 32-41J) Block III (TMP 32-41K11 EXISTING SF Acre % Impervious 10,048 0.23 5.9% Turf 161,247 3.70 94.1 % Total 171,295 3.93 100.0% PROPOSED SF Acre % Building 47,938 1.10 28.0% Pavement 36,949 0.85 21.6% Sidewalk/Concrete 16,342 0.38 9.5% Impervious Area 101,230 2.32 59.1% Turf 70,066 1.61 40.9% Total 171,295 3.93 100.0% Gross Residential Density: 56 Units = 14.25 = 14 Units Block II: 3.93 Ac Acre Block III: 10 Units = 4.44 = 4 nits 2.25 Ac Acre 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 flour units required = 4 = 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 Note: 2 car garage is only tabulated as 1 parking space 35 units with 1-car garage and 1 additional parking space behind unit (effectively 2 spaces per lot) Note: All garages have minimum dimensions 9.25'W x 20'L 21x3 + 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 19=2.5=3 Total parking required = 20 + 3 = 23 Total Parking Spaces Required Provided: 10 units with garage and driveway parking 10*2 = 20 on -lot private spaces provided 6 shared guest spaces in Common area 20 + 6 = 26 Total Parking Spaces Provided (13% above required) RECREATIONAL AREAS Recreational area shall comply with conditions of approved ZMA20170005. Block II shall provide amenity area no less than 7% of the total block area. Block Il: 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 contractors 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, manufacturers specifications and laboratory reports. the owners approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Where the flood level rim of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. PRIVATE ROAD MAINTENANCE New Private Roads "Purple Flora Bend", "Orchid Bend", and New Private Alley "Zinnia Crest", as well as all recreational area lots, will be owned and maintained by this new development's HOA. Area added to existing Connor Drive Private Right of Way will be subject to the maintenance agreements of that private street. AFFORDABLE DWELLING UNITS Lots 11 - 22 shall be Affordable Dwelling Units in accordance with Albemarle County CDD requirements. These 12 units exceed the 15% (9 units) required for Block 11 by ZMA2017-00005. FINAL SITE DEVELOPMENT PLAN AREA C TOWNHOMES 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% SDP2020-00063 TAX MAP 32, PARCEL 41 J, & PARCEL 41 K1 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1 "=500' Airpoft Road AU10 r" envier Tire Prod rf '.'YNils Fargt� E# t^v t a+ tip 5 Rns0t1rna1 vJlaae SITE ,":aI AsSWed Living _ ROUTE 29 BLOCK II SEMINOLE TRAIL TMP 32-41 K1 BLOCK II v TMP 32-41J LOCKWOOD DRIVE -, BERKMAR DRIVE Mich h W l+ a, _�gu�eu4hiir Srurdwi�.nzs . - Pisa H,Fad Holfymead Town Center stet+txn,�5 k: 101iy memorial Garden r Go (-Je IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX: TOTAL 18 SHEETS C1 COVER SHEET C2 ZMA201700005 APPROVED PROFFERS C3 ZMA200100020 APPROVED PROFFERS C4 EXISTING CONDITIONS C5 SITE PLAN: BLOCK II C6 SITE PLAN: BLOCK III C7 UTILITY PLAN: BLOCK II C8 UTILITY PLAN: BLOCK III C9 GRADING PLAN: BLOCK II CIO GRADING PLAN: BLOCK III C11 LANDSCAPE PLAN: BLOCK II C12 LANDSCAPE PLAN: BLOCK III C13 STORM SEWER & WATER PROFILES C14 SAN. SEWER PROFILES C15 SIGHT DISTANCE PROFILES C16 SIGHT DISTANCE PROFILES & DRAINAGE C17 VDOT & ACSA DETAILS C18 ACSA DETAILS C19 ROAD & PAVEMENT SECTIONS C20 ROOF DRAIN DETAILS C21 MOT PLAN APPROVALS Cu Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date SHIMP 3 ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH Q��t,, 00 � ��'� L . o . �45183 AAX 1✓ FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUBD. PLAT INSTR. # FILE NO. COVER SHEET i C1 Original Proffers Amendment _X_ PROFFER STATEMENT ZMA Number and Name: ZMA2017-00005 Hollymead Town Center Area C Blocks II and VII Tax Map and Parcel Number(s): 03200-00-00-041P0, 03200-00-00-041JO Owner(s) of Record: Post Office Land Trust Date of Proffer Signature: —5, Z.O Z O Rezone 2.02 acres (TMP 32-41P) from Planned Development Mixed Commercial to Planned Development Mixed Commercial Rezone 3.93 acres (TMP 3241J) from Planned Development Mixed Commercial to Planned Development Mixed Commercial Post Office Land Trust is the owner (the "Owner") of Tax Map and Parcels 03200-00-00-041PO and 03200-00-00-041JO (collectively, the "Property") which is the subject of rezoning application ZMA No. ZMA2017-00005, a project known as "Hollymead Town Center Area C Blocks II and VIP' (the "Project"). Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that it is an authorized signatory of the Owner for this proffer statement. This proffer statement amends the proffers applicable to the Project that were accepted in conjunction with ZMA2001-00020, Hollymead Town Center Area C. These conditions are proffered as part of the requested zoning and it is agreed that: 1) the rezoning itself gives rise to the need for the conditions; and 2) such conditions have a reasonable relation to the rezoning request: Development shall be in general accord with the Application Plan entitled Rezoning Application Plans for Hollymead Town Center Regional Service Area C, (Sheets A-1, A-2, only), prepared by Rivanna Engineering & Surveying, PLC, revised, last revised July 7, 2003 with plan revisions to Sheet A-2 prepared by Shimp Engineering, P.C. dated December 18, 2019 (collectively, the "Application Plan"). The standards of development and central features and major elements within the Property essential to the design of the development shall be in general accord with the Block Exhibit, the Code of Development's Narrative, and the Code of Development's tables and appendices set forth in the attached Application Booklet, entitled "Revised Application Booklet for Code of Development ZMA201700005: A Revision to ZMA 201300004 Originally Revised from ZMA 01-20- 2001 (Area C) `At Hollymead Town Center"' dated June 19, 2017 and last revised December 18, 2019. The Owners have presented, as part of their rezoning application, a number of conceptual plans and illustrations for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as part of the Applicant's rezoning application, other than the Application Plan as defined above, shall be deemed illustrative only, and such plans and illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal block improvements, consisting of buildings, parking and drive aisles and drive -through window features and as shown on the Application Plan in order to: i) comply with conditions imposed by Special Use Permits, and ii) assure compliance with ARB requirements and iii) and provide all necessary storm water management and BMP's as necessary. 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause completion of the following road improvements that shall be roads constructed to VDOT standards and either be accepted by VDOT or be bonded for VDOT's acceptance as follows: 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 VDOT future road improvement project of Airport Road, this will provide the connection to Airport Road from Route 29 as previously proffered as part of ZMA-94-08. The constructed improvements shall include two Eastbound lanes in conjunction with the improvements designed for TM 32 Parcels 41D1 and 41A to the first dual lane roundabout at access road B and Westbound lanes of dual left lanes; one thru lane and one continuous right turn lane -from the roundabout at access road B to the intersection with Route 29, from the roundabout at access road B a two lane section shall be constructed to the VDOT extension, with additional turn lanes at intersections located in Area C pursuant to road plans approved by the Virginia Department of Transportation ("VDOT") and the County as part of the Area C site plan. B. Construction of dual left turn lanes at the intersection of Route 29 and Timberwood Boulevard, from northbound Route 29 into Timberwood Boulevard. The turn lane and taper lengths will be determined with final road plans to be reviewed and approved by VDOT. C. Signalization at Timberwood Boulevard and Route 29 shall include reconstruction at the Forest Lakes Subdivision entrance location, as scheduled in coordination with VDOT. All turn movements shall be signaled at the intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. The existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous right turn lane and add a through lane according to the final design in the previous paragraph. 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 Boulevard) at the Property's Northern boundary. The Owner also shall dedicate land or cause to be dedicated 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 boundary and Route 29 (in the event area B is not rezoned and their proffers accepted), and iii) a continuous right turn lane starting at the right -in at the Northern boundary of TM 32 Parcel 41A to the right -in at the Southern entrance of Area C. 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 turn and taper of Worth Crossing and Route 29, and terminating at Timberwood Boulevard. F. Access Road C, between Area A and its intersection with Timberwood will be built or bonded before the issuance of the first certificate of occupancy within Area B. If bonded, the road will be constructed for acceptance by VDOT within one year of the first certificate of occupancy. The road improvements listed in proffer 2A, 2B, 2C, 2D, 2E and 2F above shall 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 VDOT design standards pursuant to detailed plans agreed to between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOT's acceptance as a condition for issuance of any certificate of occupancy for Area C improvements (except as otherwise provided in proffer 2F). The width, length, location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometrics of all lane improvements OWNER Post Office Land Trust / r_x/C: `7% By: Dr. Charles Hurt Title: Trustee, Post Office Land Trust OWNER: Post Office Land Trust By: Shirley is er Title: Trustee, Post Office Land Trust 2 4 shall be as required by VDOT design standards and detailed plans submitted by the Owner and approved by VDOT. 3. All road improvements listed in proffer 2 above shall be substantially completed prior to the issuance of the first Certificate of Occupancy in Area C; notwithstanding the foregoing, the road proffers described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements for review by VDOT, and although such improvements are not fully completed by the issuance of a Certificate of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements in accordance with plans approved by VDOT. Substantially complete for the purposes of these proffers shall mean approved sub -base gravel, curb and gutter, intermediate surface and necessary storm water management improvements and satisfactory completion of road improvements required for public safety, and signalization; but shall not include final activated signals which are subject to testing and 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 entrance permit at the Timberwood Boulevard intersection with Route 29 as shown on the Application Plan. The Owner shall submit to VDOT plans for such road improvements within 30 days of the rezoning and shall diligently pursue such approvals from VDOT. 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or VDOT for the purposes of funding a regional transportation study for the Route 29 Corridor. The $10,000.00 contribution shall be made within 30 days after requested by the County after the first final site plan or subdivision plat is approved in Area C and, if not expended for such purposes within three years from the date the funds were contributed such funds shall be refunded to the Owner. 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the purpose of funding capital improvements related to the Hollymead Town Center. The 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 is approved in Area C; the remainder of the contribution shall be paid on a pro rata basis at the time a certificate of occupancy is issued for each dwelling unit; the pro rata contribution shall be based upon the number of dwelling units approved as part of the 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 shall contribute the unpaid balance within 30 days upon the request of the County. If the fund is not exhausted within 10 years from the date the last contribution is made, such unexpended funds shall be refunded to the Owner. 6. Upon the request of the County, for any parcel used for non-residential purposes in the portion that is currently zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Development Authority ("CDA") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding, planning, establishing, constructing, reconstructing, enlarging, extending or maintaining Route 29 and roads and other 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 extension of Ridge Road as depicted on the Master Plan, to the South and across the Rivanna River to connect to Berkmar Drive. 3 The undersigned Owner hereby proffers that the use and development of the Property shall be in conformance with the proffers and conditions herein above. This document shall supersede all other agreements, proffers or conditions that may be found to be in conflict. The Owner agrees that all proffers shall be binding to the property, which means the proffers shall be transferred to all future property successors of the land. WITNESS the following signatures: OWNER: Post Office Land Trust By: Dr. Charles Hint Title: Trustee, Post Orffice Land Trust OWNER: Post Office Land Trust By: Irley F' her Title: Trustee, Post Office Land Trust COMMONWEALTH OF VIRGINIA . WCOUNTY OF*gLr LntQ,. , to wit: The foregoing instrument was acknowledged before me this day of _2020 by Post Office Land Trust. My Commission expires: M ] . D Z.I r��l _t e) V -0Ctx16 Notary Public GAIL BREEDEN WATKINS NOTARY PUBLIC REG,#101082 COMMONWEALTH OF VIRGINIA MY COMM1661ON EXPIRES MAY 31, 20121 5 HIM ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O UJ .HIMP� L o.45183 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUBD. PLAT INSTR. # FILE NO. 20.018 ZMA201700005 APPROVED PROFFERS C2 t-UUPl 1 Y Uk ALi3LMAKL k, Department of Planning & Community Development 401 McIntire Road, Room 218 Charlottesville, Virginia 22902-4596 (434) 296 - 5823 Fax (434) 972 - 4012 0 FAX (434) 972-4126 August 18, 2003 I September 8, 2003 Katurah Roell 195 Riverbend Drive Charlottesville, VA 22911 RE: ZMA-01-20 Hollymead Town Center; Tax Map 32, Parcels 4110, 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, V. W V. Wayne C mberg Director of Planning & Co munity D velopment VWCljcf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve Alishouse C� AL=r a7= N r COUNTY OF ALBEMARLE Department of Building Code and Zoning Services 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 TELEPHONE (434) 296-5832 TTD (434) 972-4012 Katurah Roell Virginia Land Company 195 Riverbend Drive Charlottesville, VA 22911 RE: ZMA-2001-020 Hollymead Town Center Area C Tax Map 32, Parcels 41 D, 43A, 44, 45 and 46 Dear Mr. Roell: There is a typographical error in the proffers for this rezoning. Proffer #3 refers to an entrance permit at the Timberwood Boulevard intersection with Route 20. 10 This should be read as Route 29. Please file this letter with your copy of the proffer. No further action is required. Please contact me if you have questions. ON Sincerely, 114 X John Shepherd Manager of Zoning Administration COPIES: Amelia McCulley, Zoning Administrator; Janice Farrar, Planning Assistant; Greg Kamptner, Assistant County Attorney; Melvin Breeden, Director of Finance, Ella Washington Cary, Clerk to the Board of Supervisors. C:\Files\Proffers\Hollymead C Typo correction.doc ZMA-01-20 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 their duly authorized agents, hereby voluntarily proffer the conditions listed below which shall only be applied, except as specifically set forth herein to the area identified as Regional Service Area C on the Application Plan, (defined below) comprising all or some of the above referenced tax map parcels (the "Property"). These conditions are proffered as part of the requested zoning and it is agreed that: 1) the rezoning itself gives rise to the need for the conditions; and 2) such conditions have a reasonable relation to the rezoning request: 1. Development shall be in general accord with the Application Plan entitled Rezoning Application Plans for Hollymead Town Center Regional Service Area C, (Sheets A-1, A- 2, only), prepared by Rivanna Engineering & Surveying, PLC, revised, last revised, July 7, 2003 ("Application Plan"). The standards of development and central features and major elements within the Property essential to the design of the development shall be in general accord with the Block Exhibit, the Code of Development's Narrative, and the Code of Development's tables and appendices set forth in the attached Application Booklet, entitled "Hollymead Town Center, Application Booklet, ZMA-01-20 (Area Q." The Owners have presented, as part of their rezoning application, a number of conceptual plans and illustrations for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as part of Applicant's rezoning application, other than the Application Plan as defined above, shall be deemed illustrative only, and such plans and illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal block improvements, consisting of buildings, parking and drive aisles and drive -through window features and as shown on the Application Plan in order to: i) comply with conditions imposed by Special Use Permits, and ii) assure compliance with ARB requirements iii) and provide all necessary storm water management and BMP's as necessary. 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause completion of the following road improvements that shall be roads constricted to VDOT standards and either be accepted by VDOT or be bonded for VDOT's acceptance as follow: A. Construction of Timberwood Boulevard, as depicted on the Application Plan and further described as follows: i) from the intersection at US Route 29 to a new ® terminus within Hollymead Town Center that is shown at the extension of the ZMA-01-020 Attachment E ZMA-01-020 Attachment E ZMA-01-020 Attachment E Hollymead Town Center Area C Hollymead Town Center Area C Hollymead Town Center Area C VDOT future road improvement project of Airport Road, this will provide the The road improvements listed in proffer 2A, 2B, 2C, 2D, 2E and 2F above shall shall contribute the unpaid balance within 30 days upon the request of the County. If the connection to Airport Road from Route 29 as previously proffered as part of be constructed, in accordance with road plans submitted by the Owner and fund is not exhausted within 10 years from the date the last contribution is made, such ® ZMA-94-08. The constructed improvements shall include two Eastbound lanes in approved by VDOT. All of the foregoing improvements shall be i) constructed to 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, approved by the Virginia Department of Transportation ("VDOT") and the required by VDOT design standards and detailed plans submitted by the Owner 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 25t' day of July 2003, by: Post Office Land Trust such improvements are not fully completed by the issuance of a Certificate of Occupancy C. Signalization at Timberwood Boulevard and Route 29 shall include for Area C, sufficient bond has been supplied to satisfy all costs to complete such reconstruction at the Forest Lakes Subdivision entrance location, as scheduled in improvements in accordance with plans approved by VDOT. Substantially complete for By: �'- -__737 / 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. Fisotr, 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 signalizati-on; 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 40 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, (Timber -wood Boulevard) at the Property's improvements within 30 days of the rezoning and shall diligently pursue such approvals Northern boundary. The Owner also shall dedicate land or cause to be dedicated from VDOT. and construct: i) a continuous through lane 500-feet to the Southern boundary of Area C, ii) a taper lane consisting of a 200 foot taper beginning at the Southern 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or boundary and Route 29 (in the event area B is not rezoned and their proffers VDOT for the purposes of funding a regional transportation study for the Route 29 accepted), and iii) a continuous right turn lane starting at the right -in at the Corridor. The $10,000.00 contribution shall be made within 30 days after requested by Northern boundary of TM 32 Parcel 41 A to the right -in at the Southern entrance the County after the first final site plan or subdivision plat is approved in Area C and, if of Area C. not expended for such purposes within three years from the date the funds were contributed, such funds shall be refunded to the Owner. E. Construction of one additional continuous right turn Northbound lane starting 1090 feet south of Timberwood Boulevard at the location of the beginning of the 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the turn and taper of Worth Crossing and Route 29, and terminating at Timberwood purpose of funding capital improvements related to the Hollymead Town Center. The Boulevard. contribution shall be paid as follows: $100,000.00 shall be contributed to the County within 30 days after the first final site plan or subdivision plat containing dwelling units F. Access Road C, between Area A and its intersection with Timberwood will be is approved in Area C; the remainder of the contribution shall be paid on a pro rata basis built or bonded before the issuance of the first certificate of occupancy within at the time a certificate of occupancy is issued for each dwelling unit; the pro rata Area B. If bonded, the road will be constructed for acceptance by VDOT within contribution shall be based upon the number of dwelling units 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 sofinal site plan or subdivision plat the total contribution has not been fully paid, the Owner 40 2 1 3 1 4 HIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM T-11 WSi J . I-RMP a L o.45183 Off, FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUBD. PLAT INSTR. # FILE NO. 20.018 ZMA200100020 APPROVED PROFFERS Mtn 1�(a3 C3 1 1 J r __�-___�----,_ j i i i 1 1 i I 1 EX. E 1 1 1 1 1 t ♦j -w w _w rWLw -w • _ 1 i i< r I ' L S �r w --- - --G PARKING SPACE _------- srSM14-1--- TO BE REMOVED TOP 585._53t h J DB 3414 PG 273 - --------------- �-- rr . 13.E N39'30'55"E 301.60' I ST-22B BO ___ TOP 579.82 2U4 _ _ _g8r - - - _ _ _ SAWCUT ASPF(ALT INV. IN 572.12 ___ Cp_ pRAiNAGE__�84 --- TO REMOVE i TO 587.h -- 80.6 INV. OUT 571.77 - 580 _-'--ESMT . _`- 586 "�` ``"._..._. 20' SANITARY IN IN 5 _._ �, IN OUT _ - 5g8 i ESMT- SS H-2 1 �90- ~ - WET OR 3265-6%T-6,9 �- _ / DEPRESSI�'N (0 + 24' ACE o / AREA' N ESMT +n DB 326 tN'' I -590- `\ Ld x 588 + do 1 � N 00 -- ST-70 I 8 N-32'12"W 164.7.71 ' \ T 0 P 591 - L �9a INV. iN161�, - TMP 32-41K ROSEWOOD VILLAGE OF HOLLYMEAD LLC ZONE: PDMC MI -PUBLIC ~,c _y38PG 113 20' TEMPORARY DRAINAGE ESMT D8 3265-68 59 z '_ -- - _- ' / _ 3 59Z 59 4 596 g 5900 _ - - -- - ; 56.' I / rn \\ TMP 3 2 - 5 ROUTE 2� LLC i o ' z `J ` SSM 3 \ -- 13244' ` v, (to r - -" ZONE: NMD S39'32'12"W , `` b���� ll0 �� -"`AMP 32-41K1 TRUST; USE VACANT LAND \ \ i i/ Qs POST OFFICE LAND -68 48'32'52"E 10.45' 43'27'08"E 89 S52'33' 59"E 5.24' JAR IMBERWOOI SOULEVARG 1aBLE WiG UBLIC R/W 3265 PG BOUNDARY CURVE TABLE Curve Length Radius Delta TangentChord 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' 106.215 33'02'21" E C3 18.17' 91.50' 11'22'35' 9.11' 18.14'S 18*38'56" W C4 53.53' 180.00'17'02'16' 26.96' 53.33'S 32*51'21" W C5 32.85' 180.00' 10'27'21' 16.47' 32.80'S 46'36'10" W C6 72.62' 833.50' 4'59'31 " 36.33' 72.60'N 31 '05'51 " E C7 41.97' 84.50' 8*27'31' 21.43' 41.54'N 42'49'51" E C8 84.22' 245.00'19'41'47' 42.53' 83.81'S 34*17'44" W C9 56.71' 100.00' 2'29'33' 29.14' 55.95N 57'43'26" W C10 137.46' 300.00' 26'15'10' 69.96' 136.26�1 60'50'08" W C11 4.52' 969.50' O'16'01" 2.26' 4.52' N 42'09'26" E C12 28.93' 523.50' 3'10'00" 14.47' 28.93S 50'42'36" E C13 100.14' 67.50' 5'00'00' 61.85' 91.2O'S 10*04'00" E C14 61.60' 766.50' 4'36'17" 30.82' 61.59'S 30'S4'14" W J 25.81 AC. 1 \ � \ '' It i i i I �' CHARLES WM HURT & SHIRLEY f 8•5 �, , _ R TRUSTEES L FISHER R p�t1�1E ® / KA E 1403 ZONE: PDMC r 1 --- -- n �i DB 2904 PG 065 BEF I 2.25 AC. GAS _ SFSA LE \N1DjH 68 cy -' INV-592.25 ��`\ (V,�05 8 265 PG I 3 1 i S61'23'54"E f / - 8.61' 52 �\ EX. BIKE LANES --'--- NR vk U mm /f rr� s' '(CVV. IN 593.20 ,+ �+ AD C14 Wt�� , SIG SIG , INV. OUT 593 .,ARKS _:pG E>8 OAK.y ------------------ t t - BILE Or ✓ 1 x 4J 3D s , j --' TELEPHO� MOVE _ 1 OAK PEDESTAL 1 3r _ 6OG- - _ S61'23'55"E G-1 \ C6 6.00AI, - \I w ' -- - l ------------------------ 3,. ST-73 - -- ti I 4' DI -SC TOP15OX0.34 _ -----596----- -- --- ---- Z T _- - --= -- --___ � _ n�� IK 1NV.OUT ___----�g4-----____ CAN 598 __,_\ \ �L� T,1.M4 _, I F 3 -4�TOMOVEA LTD HOLLYAD, M596 ZONE: KE LLC USE: COMM CI 5g4_ --- ---- ----592 A' r pB 4731 PG tp N19'46'37 E TMP 32-45 _'---59411.05 ROUTE 29 LLC ___592-'ao `. 90i �'-`-1 \ Q9 \ ZONE: NMD -_-590 VISE: VACANT LAND' - e 25.81 AC. 85. 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OUT 151.1 I 1 20' WATER ESMT DB 2916-22 .6 20' WATER ESMT DB 2916-22 40' ACCESS ESMT DB 2916-22 �ST-46A TOP 569.25 INV, IN 562.95 INV. OUT 561.25 TMP 32-41D6 HOLLYMEAD CORNER LLC C/O PEADAR N LITTLE ZONE: PDMC' USE: VACANT LAND 1,92 AC. SHIM ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARL07ESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM TF3' Co, P o J HIMP a L o.45183 SSr0NA.L FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUED. PLAT INSTR. # FILE NO. 20.018 EXISTING CONDITIONS C4 N PRUNE EXISTING TREE BRANCHES UP TOT ABOVE GROUND TO -Blt�f' f-! PERMIT SIGHT DISTANCE AR R n OA _� a��? 'c' RECR °N Er \ - -2 MILL ___ a .. • - T 28 LOT 27 0 0 0 GR 3• _- = AND OVERLAY �- ° o 0 - 1�_� 3'OA�-- - _ TOTAL AREA .. _- -�~ 302 SF 1500 SF �; D WALKWAYS • \ - -- _ DEDICATED ---' - _ 29A0' $' CE ESMT r ; o • 573.7 FFE 574.1 3,356 S .. • ; To Pueuc_ -- _ _ - �✓ 4OZART.,W „MOZART" B VD �W 65�1 $! OAK - Y_ ••'. ---`'' rn ERWOOD 023 000 024 ' .; ° . - - \ � .� •� 3„ .OAK . • � •.' \ ', + T1►�/lB INSTR.#2 .4 SIGHT rn `- 0� .�- -� _ _ - o a SMT. ° • MAT HLIN 3 -" FR o o s �- Fr' p TO`NENTER OR NEDRAINAGE (ESMT s 10' •,1OY�p�1.K:. ,,, SfOOP o LpTp1SF 4 O0 T x°° -- 1•.. i •• 1130 T _ °.. ,. (TYP.) LpS 9 215 e:< R25.50 -- I_NSTR.#202300002024 4 S� 4" TYPE 8-VI THEIR OPLASTIC R32.00 - _ ..® \ <`"' •_ a 3 BENCH a + S w .• y " . Lp� 15 (TYP �/ 5 .. 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GP PRP 2� o �o� �sF �' = �'� \ ASMT PR �-50, SF :\ �` �� \ MINIMUM 2-CAR GARAGE o SF RONT �, 6°0 a RP .... \ DIMENSIONS = 20 x19 STOOP 4t r 0a 1�GP, \ P 4°?�� �. INSTR.# 023000 2024 (TYP • P FR prA� \ q2 GPFtP \ '�.. NEW V.W� 4, 6°p o .:' 58 OOP GPR LO�p SF \ :.. PRIVATE \ � .\ . 1 PRPGE ,( cDltF ° ."• \w.DRAINAGE \ ' ' 1$p0 o °d 1bg0 S •.1R3.00 PRPGE 3� ! ESMT OX3515 ' GN549 AGE ESM _ p ° qr_ 0 00. !k2 GPR w \ \ RET. WALL #1 Y o. AS �6 ro0 GPR�G o. ° P ° p �p(� \v SEG. BLOCK W. �` • • •, 42" HANDRAIL \ �... 1 PRPG ��g0 \ GPR MAX 6' HEIGHT O �� •° �0A� SF ,- : a C18 Y a h0• 4� �3 � ROUN QBOU - Q'i 0� a 1�� 0��1 o 2� 4 AHEAD \SIGN > \ 5$0 �RP • ! 3600 p 1GP(a "• ' Oo 15' WALL 1 GP a 'v ` • �6 O. 42 GPRPG v O GPR tD \ MAINTENANCE .,,. GPR �O� SF l EASEMENT O •nRPGE 1 AgQ 2 , a• �2a �g �"' :_;� �- TMP 32 41J -( S ' � � lady � INSTR.#202300002024 21 3 SF F2 18©0 °\. 0 OST OFFICE L D TRUST: �.0 00 "• ��t�. o ( o \ �j o �\ �'\$4 QO 1a �O SF o ° p5 1- G ..; h2• CH RLES WM HUR & S Y � o • ..a o� ,GPR ��D2 _ � • \ 2 P G s c P \ `' \ R 'o L FISHER TRU ZONE: PDNA \ \ NEW 6' PRIVATE SF DB 290 65 �r 33 \ DRAINAGE ES = 1GE 90 AC. 1 Q RET. WALL #2 NSTR.#202300002024 ov ; ' x �O s : PRP 1 A (5 \ �] 0A 1`L' 10�1 S� Q • , \ car_ PI nrk W. . i ,.R 9D S�._ R3.00' ° \. is \ _ > p2"- GPFi �-a .\*. : y 1•Y„3Q . I -Lu u 3.0�.,,.,,. ...DEDICTED o CSA ESMT q9GREENSPACBUC \ TO PO oINSR.�'2,236 SF ROW 681 S\F 0 SF p c InINSTR.#20230 00020240 NWi0' PRIVATE k• �\ °° 1GPpG • O \ l PR DRAINAGE ES :� . 6 PR s 70 oNit G '' ; _ . G :•a. > tg.39' o. 1 PRPG RECREATION AREA 5: ,1abd . GREENSPACE Lo�O sF `"� ' " .,• 2 991 SF d: / �o '4Rq� f r: I 58 wAl * � - - - �07 , RET. ALL #1 •. CROSS P 6 KIN 1GN .-�BLOCKGPR SIGN CROSSW K - -- F . ' ,t � 2G 3 SEG. W- 3 S ` 42" HA DRAIL GP - MAX6' EIGHT e. :,. ROA M. .\ '� 5,S1QEW LFC ' , _ " ALK NAIL IGN R30.00'�_R ?- CqR 42 0 p, ,iGN a a •SIDEW 5 �qZ SF � • . .:_ o• o . � . _ . - R2 as GgRgc� 5 .00 1`��� :�'•. - _ T �QT•tpGU'E -- _- 0 150 �r,.• • STAMPED CONIC. ,` R5.00 m 7 R5.00 S Q I 4 h �3.00' BRICK PATTERN NEW 20' PRIVAT I C1 i DRAINAGE ESMT NEW 30' STAMPEDIN. 42 00, �' a CROSSWALK ACSA BRICK PATTER 2o V.W. PRIVATE PLE RROAD B1 ESMT CROSSWALK o GgRq,4R R2.00' 20' PAVEMENT WIDTH NO PARKING R3.Oa' TOP �� 143T 25 I t ROLL TO CURB,- 42" 6 SF Z a 42" FENCE _ '-r \ TO ALL 3' TRAIL PLAYGRO�JtyD N 20' IVATE _ _ - -' - - -' J • CUMBWSE-T - AGE ESMT �' R 8.00' rN \ - o ` 42'00' ,� ` iANDRAI � �� C' Z O _°-� YIELD SiGf�t 4. a i S # 16.00' 16.00' 16.00 16.00 ". ' ��'� 3 00' 4 00' r / XI o 6 iTURFJ� � . � 2 000a Ooo o �,.� g o �I DT 2 -: < 6 � cai co ad ao rTI 2_ 9 6 S i � � •o �' � pi. , ! Gq CAR F .;: / ° i5' WALL Q :, `� / a� 2-CAR . m Rq OE MAINTENANCE - t z t a I - = GARAGE 2-CAR 2-CAR 2-CAR Z � � EASEMENT ,- •• GARAGE 2-CAR 2-CAR GARAGE 2-CAR GARAGE p ITARY SE % `-(4) SEAT 42" FEN Ea. GARAGE GARAGE GARAGE 3 SWING SET TO MAT N.A..rn L4 LA INSTR.#202300002024 4 Y \ B 2916-2 �' STOOP o -- ARE RECREATION AREARETW LL NEW 20' PRIVATE - RECREATION C18 _ 4: TOT LOT HAND IL a o DRAINAGE ESMT RECRE TION AREA 3: (T�•) a ° LOT 33 LOT 32 LOT 31 LOT 30 LOT 29 LOT 28 LO OA_D A °� GREENSPACE & , 3' WIDE RECYCLED BONDED o° PLAYGROI D-15,600 SF 1922 SF 1336 SF 1302 SF 1302 S 1302 SF 1302 SF 15 SF ari t WALKWAYS RUBBER OR EQUIVALENT TRAIL. �� o CLIMBIrlr SET ,vHIRL y- 29.00i-- - DESIGN BY MANUFACTURER 3, 6 SF r , _ .... . � w I \ NEW 15 MPH E/EDMIT SIGN. j a1 AT T .\ I 20.00' 0 o rn •` .� I I "NO STREET P Y�ING" SIGN . B 291 ` l 2 0' BUILD 0 LINE FRO - (, _ _ - - - - - EW ROAD / �� �j "`- _ f• E SIGN �a_.. J .° MA LIN NAM j m At 2HA MAIL, oAINAGE - - o NEWS 1 R25-50' 4" - ___ MAX 6' HEIGHT - D- >---- EX. DEWALK, � � °.; • NE ySIDEWALK l - ---- .... P -.-- NEW 5' PRIVATE - --- = -- - --�- .- 5 0' il- C " H`ANDRAf W - -- --- - DRAINAGE ESMT _ ° R- 50' 0 20 40 ON -- - - --- i \ _ (pR NOR DRIVE `EIGHT FROG �T T6- - va T e ' - �` 5' ACCESS ESMT--..-..-..-..-..- - - EX. SIDEWALK " ER A IC 1"-20' ITT - STOOP DB 2916-22 (TYP.) "- e `'- • •`_ � � P TCROSS CROSSWALK STRIPES �i . � . CON OR DR. _2 r J - Y 60 Im ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM T,�Y (� p�t�►A� 4 �I v J . IRMP >1 L o.45183 Q� FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUBD. PLAT INSTR. # FILE NO. SITE PLAN: BLOCK II 5j�,1a3 C5- J --- --. _.._ - - ------------ -- RWSA 24�WL ------------------------- ----------------------------------- ----------------- LOCK,WOOD DRIVE DPUBLIC P R2_TOTAL AREAREPAINT YELLOW STRIPES: B - 2 MILL _ _ D341PG 273 j MATCH EXISTING WITH TYPE LAY DEDICATED AN OVER�R-V] TI-IFRMnpI ecTIr OAPKIT NEW 20' PRIVATE DRAINAGE ESMT I N STR. #202300004000 Note: flock III Entrance qualifies for a low —volume commercial entrance because less than 50 of the 72 ITE average daily trips will utilize the entrance. This is due to the walkability of the nearby Hollymead Towncenter (amenities within a half mile of Block III), and the existing onstreet spaces on Lockwood Drive (spaces will reduce trips through the entrance). Thus, the Block III Entrance is designed to low —volume commercial entrance standards. Reference Shimp Engineering memo "HTC Area C Towns Block III Entrance Vehicle Trip Count" sent to VDOT dated Feb. 22, 2023. -2 MILL _ TOTAL AREA AND OVERLAY DEDICATED REPAINT WHITE STRIPES: TO PUBLIC _ MATCH EXISTING WITH TYPE ROW 3477 SF _B=VI THERMOPLASTIC PAINT -— _ INSTR.#202300004000 I RESIDUE LOT - POST OFFICE LAND TRUST 55225 SF INSTR.#202300004000 24' ACCESS ESMT DB 3265-68 f 0 20 40 60 HIM ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM � i , rA 0 UJ ..1IMP> L o.45183 Q'0 k5SICRV FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUBD. PLAT INSTR. # FILE NO. SITE PLAN: BLOCK III M� s����3 C6 ----- ----- ST-22B TOP 579.82 INV. IN 572.12 INV. OUT 571.77 LUUNVVUUU UKIVL (58' PUBLfC R/W) DB 3414 PG 273 CONNECT NEW MH-1 TO EX. CULVERT TYP. 4" FLEXIBLE ROOF DRAINS FROM DOWNSPOUT NEW 20' PRIVATE DRAINAGE ESMT INSTR.#202300004000 Rivanna Water $ Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: April 2016 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards - Version 1.0, adopted in December 2015, except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4_ RWSA Engineer (Victoria Fort at (434) 977-2970 ext_ 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate_ The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewerllnes, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. 11. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. Ail easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. r -2 MILL AND OVERLAY ------- ------ 20' TEMPORARY DRAINAGE ESMT DB 3265-58 1 1 20 41 61 1 NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. NOTE: TRAFFIC RATED CLEANOUTS REQUIRED FOR LATERALS UNDER DRIVEWAYS. HIMP ENGINEERINGI2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 'un O UJ .Fump>1 L o.45183 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUBD. PLAT INSTR. # FILE NO. 20.018 UTILITY PLAN: BLOCK III C8 0 1 c �. .�_`—.�� o Y� ANO OVERLAY 1 LLE �� � 600 1, j i.'v� '�"` °` �00 1 '� ° _ 12 \ 99 c4N 4 a ° R° �' ..d�-PQ pT SF 1 E 46p4 61 BFE 595 9,6 7 14y 1 _ _.-- --- .-_.� -�-`�c R-° ® �' ', r 0_� S 1LOT6p3.11 1F�3E0� 5934F •61„ FFEMQ91 „ „MOZ _sa 6p4g59R5 4•g6 96pS �g1 E C 96soo AR ae x A �Q� S FFE 5g3.96 B„MQZp,R� SEG. BLOCK RET. WALL c QT 4 1 ];3� 46 98 gFM R� (NO PERMITS OR ENGNR. QZA x 95'� -- - — -- DESIGN) MAX 2' HEIGHT. 3 0746 FF g3.31 rs 596 30" CLEARANCE TO BLDG. _ LQT 2 3� 2p2F46 FF E 6�g3.31 oZ PR �„ g6 g4 ` to ` 1 SF46 FFE 593 31 8' MQZAR� 9375 4 - 594- z L ' SF E 6 BF i 98 98 1' 43 4� -FF 593 3, �. PcR MQZ � -_ -6p2• 93 FEE Sg3 31 e gc)L o BF ZART x sa o \ FFE ��RIra " ` f �- „NEP � 96 92 a � N 9 °\ 96 g280 N 9280 0a - 9425 HP I „NE / rJ '> x 592 (1�F GG g bc / 1 _ , o I 1 1300 SF 94 2.0%� GRADING � 91 � ✓ - 0000 7000 14 v ESMT FROG x 9? N 1�g�k g2g`� �' 1 - - RTE 29 LLC i = 0 5 N 3� �^ aD � ,;.. 91 t 0 92 \ FF EP80R p x Q �J - —� rs 92 0 93/� 2 0% Og �S ` 92 ( >. \ 6' CONS CTION U_ a ESMT FOR 91 �Qg� SF 6/ „� 5XP� CONNECTION .� a° 90 'f > Ro$SF " o ' •�so �0�6 sF�g 82 E S� �� 'X165' AINAGE ESM 1bg0 gp'!,� F, NF,QB 35i5 G 549 -` \ ET. WALL #1 $5 SEG: W BLOCK \42" HANDRAIL. �0�. $�o —55B 4,91 l MAX 6' HEIGHT A`pF FF�p2PR� °� SF ¢° L +k f 7 � \���, eau -> `!„l`�` °�g �'oia \ n /�I S 46 /' R° 5 -�c,S 2� 2r� �0� 6 SF 1` ¢° : FFS-��tP p n 15' WALL R 46F MAINTENANCE F „ 2P $�` LQ�p S FF EPA EASEMENT 52 \ � � _ 5a 1 p� SF P- V L2 �,8s ..,, o � � � 5$1 �, �• ' 0.° ; , � � - !°-� 55F 2� �0�.12SF 21 '� - �. w. SEG, BLO M \ . —a MAX-64000 'N s �� \ �\ LOB O SF �� -C.�) `L�i' 2 LOB A SF 6, 4g g'S' �° ' c pF 80 „� \ ° 70 SIC / \ \ �g ONI tip, \� �� ' aM0 2p% l -16. 80 E AL78 - '11441 �8 \ -- - � 76 n r 1 u � ............. /" ^ e / \ MAT HLINEJ✓' 1. '9 6860 LP �. . x A GE E — is —•. t. 70 IN O 0 -2 m1LL �, _,,,�- HIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o J . HIMP = L 0y1.�1{4}5183 `IL HIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM yff -,w UJ .fump> L a_ 45183 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUBD. PLAT INSTR. # FILE NO. 20.018 GRADING PLAN: BLOCK III wil W W WF—W W W W W" -- w, W 1� --- r-w- W -- W W —1 w w w-----w_ ' w w �--- w -- ` w --4 w w w w- W -- -- W„-- — -------- -- RWSA 24 DIP -------- ---------- ------ --- ....................... --------- LGCKWOOD DRIVE +0� ------- (58' PUBLIC R/w) '3i —2 MILL — A A— 13 AND OVERLAY D MILL _ _DA341 PG 273 — _ AND OVERLAY --------------- ------------------------- ��5�----------------�--- ------ I I-----��---------------------- — �SD 11,+ 155 `SS NEW 20' PRIVATE DRAINAGE ESMT AREA USED FOR LANDSCAPE CALCULATIONS: 1.0 AC PROPOSED LANDSCAPE SCHEDULE: BLOCK III Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy 10—Yr Height Total Canopy SF Large Shade Tree Quercus robur English Oak 10 329 31'-0" 3290 Large Shade Tree Ulmus americans American Elm 1 7 397 25'-0" 2779 Evergreen Shrub Ilex cornuta "Burfordii„ Burford Holly 18 14 57 10'-0" 798 TOTAL PROPOSED BLOCK CANOPY 6,867 SF REQUIRED BLOCK III CANOPY (15%) 6,534 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 2X ROOTBALL DIAMETER DIM SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE -SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE Y 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. SHRUB PLANTING — SECTION Not To Scale LANDSCAPE REQUIREMENTS Canopy requirement (Sec 32.7.9.8.A.2): 15% of total site area Total residential site area: 1.0 AC Required: 0.15 ` (43,560 SF) = 6534 SF Provided: 6,924 SF Street Trees (SEC 32.7.9.5.13): large shade trees (12'-14" Min. Cal.) 50' O.C. Parallel to road Required: 300 LF/ 50 +1 = 7 Large trees Provided: 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" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. CI L - 3X ROOTBALL DIAMETER DIM. - TREE PLANTING DETAIL Not To Scale � x � LANDSCAPE NOTES: 1. Contractor to apply 4' diameter by 2-5" mulch bedding around all proposed trees, and mulch bedding around shrubs. 2. All other landscaped areas shall be sodded. 3. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and Only to support the overall health of the plant. 4. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 5. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 6. Contractor shall plant all landscaping by the first planting season following the issuance of the first certificate of occupancy within the development. Area (sf) Area (ac) % of Site Pavement 96431 0.22 9.8% 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 CL r - W W -- W k I — — — — — — J -------- WV /77 i0 20 40 •1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL 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 SOUL 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 TREE ON SLOPE C� 25% (4:1) to 50% (21 Not To 3=16 HIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUBD. PLAT INSTR. # FILE NO. 20.018 LANDSCAPE PLAN: BLOCK III C121 590 585 580 w z 575 3 570 w 565 560 555 600 595 590 585 580 575 570 565 -- co 560108 0+00 10+50 0 0 (n ,n ,n a, Nr- f-:no 0 .- (n +L +Ln Q J Q J UI W (n w UU I-H qL a- PVI--STA:-4 +30.00 -CL -- - ----...-__. PVI -ELEV-591.34- _ -55 OOVG- ___[EX. GR DE - 168.36SOF - - 15.66K-Val Lo in od (n + d In > N W N 00 cp +00 O (n > In W 600 - °>- °>-PVI STA,- 10+40.00s S PVI ELEV. 591.10 -- -- 595 --- 43:OOVe -- 98.87SD _I QO-X - 5.01K-Val,_ 590 _ - EW GRADE 585 �- "PURPLE - i FLORA BEND" - - 580 (ROAD B1) - -- C0 °Rr, 30' PRIVATE ROW - '��fp , 575 16' ASPHALT 15 MPH DESIGN - - SPEED - ----- - _ - ---- 570 AADT=303 -- -- _--- rro 1"-3W HORIZONTAL N _---_-- - cm r° V-10' VERTICAL0 CIO--- _ _ Ln lln Lois- - --- - -- 'ni'o ----- 565 � --- 10+00 10+50 11 +00 595 590 585 580 575 570 565 560 55510+00 Lo ° 11 +50 iflzfId SCALE: VERT. 1 "=10', HORIZ. 1"=30' a0 cV M rn a-- - Bg oo -- - - Lid o0 oD Lo 0- _ Lo - Lo: In 12+50 13+00 13+50 14+00 (a�)BLOCK I : ROAD A & WL PROFILE 1 STA. 12+35.00 VI 1=LEV._ 570.45 - - t E)8.02SD - -15.-OOK- Val / 4 \ICI U(;K 11' ',-) I ()KM HIK()F 11 � A-1—A / SCALE: VERT. 1 "=10', HORIZ. 1 "=30' 10+50 11 +00 11 +50 12+00 ��13LOCK II: STORM PROFILE A7-F3 SCALE: VERT. 1 "=10', HORIZ. 1 SCALE: VERT. 1 "=10', HORIZ. 1 "=30' X. GRADE _. I-Lo #99.32 -- --SAG - ----- ---- 13+00 595 590 585 580 575 570 565 560 dIQ -- 600 --- 595 --- -------------- 590 _... 585 _ — -- _ _. 580 —� 575 - 570 - MIN. 3.5 -- COVER - 13+50 14+065 0 0 0o't 0 0 L'iu7 LriN O� O +m +rn No O orn in 00 + + rn O (n O (n Fa-J QW (n W (n W J ¢W a. a. a- a 00 o_ o PVI STA. 10 +1 PVI _E EV. 59G.44 ----- .QO - -3 7. 29 D _. _ _----- 605 OK= al + VI 59181.44 .4 Var5Df 30VC - 600 1D6SD - — °E0_ 595 l I ( "PURPLE _ -_-_ FLORA BEND" (ROAD B2) = 590 30' PRIVATE ROW 22' ASPHALT c� OD R l 15 MPH DESIGN o 58510+00 SPEED03 10+50 AADT 1'-W HORIZONTAL O O 0� o.'t Lri Lri o0 +� cy)+ 0(n 0in 11 +00 605 600 595 590 11+5V5 BLOCK : ROAD B2 & WL PROFILE SCALE: VERT. 1"=10', HORIZ. 1"=30' 600 590 590 - ---- 590 595 4 585 585 T'r'oo� 585 590 . ,.---- 0o X. GRADE _ -- 580 580 m � + - coo_ o a- Q - V 580 585 -- N RADE _uAr. --------- 575 575 00U' o 5$0 TYP.12 MI575 a0 - SEPARATION570 570c 5 570 575 N� O � - — - ®30% ---- z 565 565000 565 570 Z--- - - .. Ln LoLo - - -- 560 560 �-- zz --- -0 565 D -- 10+50 11+ Op> Zz 0555 Z 560 r5-�BLOCK I: STORM PROFILE A4-A4A SCALE: VERT. 1"=10', HORIZ. 1"= c0 O - _ N - l Q o + 585 st- 0-- - + -0 -�a ^Lo I D - NV) 580 - o cn - Z; �130 L� f KDPE a o 575 �" Lo 0 o 4a.14�F 7.79�° LQ (~n t ups NAPE Z ... 570 o 'n r -- - - 0 0 r- =o _ .------ 565 = Z - - - - z 10+50 o > - >z z G6 G6 z (7 m �- Z O (D -Q�N + --- - _ _ _N - � _ - OF - + ro .4_0 - ..-- --- m - --...0 � _..._cq 3a LV _ Z�N _ . n- - "- -N Im T in N f- PVC O Lo O (Dg" PVC 4 Lo - --� 8" 00 m ® 3.05% cy)+n (°n' - - 520o g��% _ 3z - o EW RADE 0 � o o > Z >--- z $ Lo (n - - - - - > > - - PVC 0r �z _ 1fl 1- - -- - _ -- 0 Lo O > - > z - _ -- - - _ 1 _ 11+ 00 12+00 12+50 11 +50 BLOCK II: STORM PROFILE A4A-G6 SCALE: VERT. 1 "=10', HORIZ. 1 "= SCALE: VERT. 1 "=10', HORIZ. 1'• 411.i 590 585 580 575 419] 13+m 600 z _ 600 _ 595 595 I- o EX. 590 - __._ o - - - GRADE- _ ,n - 590 Lo .� -- - - — NEW GRAD€ - 0 z F- 585 4a 585 - 580 - 580 — - EX. 2 RCP OU ' I 4.68 LF 15" HOPE ( 2.T1� o. 575 ---._.- �1Qo _ oer - - to_ 575 (ncD(o .to - .. 570 - - 570 � BLOCK : STORM PROFILE Al -A2 SCALE: VERT. 1 "=10', HORIZ. 1 "=30 O n 600 00 N 595 a 590 585 580 575 570 565 i0 560 HIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 't�A 0� L i, �fiMP� 45183 �ryZ Ci �► `�`��iL FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOIMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUBD. PLAT INSTR. # FILE NO. ami STORM SEWER,ROAD, & WL PROFILES C13 Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: April 2016 1. 2. 3. 4. 5. 6. 7. " 9. 10. 11 12 13 14 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. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 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. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into:, service. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. Trees are not permitted in the RWSA easement. 600 595 590 585 580 575 570 565 560 600 595 590 585 580 575 570 565 560 555 60C 59: 59C 585 580 575 570 1 i vt Du 1=10161 I )nLUUr\ II: JHIV rNur ILL I /1—'FH C14 SCALE: VERT. 1 "=10', HORIZ. 1 "=30' 2 BLOCK i : SAN PROFILE 2A-2D C1 4 SCALE: VERT. 1"=10', HORIZ. 1"=30' 11+50 12+00 12+50 BLOCK III: SAN PROFILE 1 A-4A SCALE: VERT. 1"=10', HORIZ. 1"=30' 13+00 595 590 585 580 575 570 1.3+.rin 600 595 590 585 580 575 570 565 560 05055 600 595 590 585 580 575 570 565 C& HIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARL017ESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM L o.,f45183 vo FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUBD. PLAT INSTR. # FILE NO. SAN. SEWER PROFILES C14 SOT TO ROUNDABOUT 10+00 580 575 570 565 560 555 5 Q+DO 10+50 610 PRUNE TREE BRANCHES UP TO T ABOVE GROUND TO PERMIT SIGHT DISTANCE 605 --- BLOCK II: SIGHT DISTANCE PLAN VIEW ON CONNOR DRIVE ENTRANCE 600400, _-_- SCALE: 1"=30' - 11 +00 klMill] 1 Z+UU 595 1 i 30 •i 90 590 ■ ■ ■ ■ ■ i "t 0•, 02ROL; BLOCK II: SIGHT DISTANCE PROFILE ON CONNOR DRIVE ENTRANCE SCALE: VERT. 1"=10', HORIZ, 1"=30' 13+50 14+00 � --- `� _-_.__-_----...~✓�+ BAR �jRtVE PRUNE EXISTING TREE BRANCHES BERK UP TO 7' ABOVE GROUND TO r j� PERMIT SIGHT DISTANCE o F W1D - —1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i l MP-2 MILL AND OVEIRAAY COMPUTED EDGE OF TRAVELWAY (BIKE LANE) 11+00_-,280' SDL �'�RLOCK II: SIGHT DISTANCE PLAN VIEW ON BERKMAR DRIVE ENTRANCE SCALE: VERT. 1"=10', HORIZ. 1"=30' 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 580 4 BLOCK II: SIGHT DISTANCE PROFILE ON BERKMAR DRIVE ENTRANCE C15 SCALE: VERT. 1"=10', HORIZ. 1"=30' 575 570 565 560 555 14+5� Q r5_"�R1 OCK : SIGHT DISTANCE PLAN VIEW ON LOCKWOOD DRIVE ENTRANCE Note: Block III Entrance qualifies for a low -volume commercial 595 entrance because less than 50 of the 72 ITE average daily trips will utilize the entrance. This is due to the walkability of the nearby 590 Hollymead Towncenter (amenities within a half mile of Block III), and the existing onstreet spaces on Lockwood Drive (spaces will 585 reduce trips through the entrance). Thus, the Block III Entrance is designed to low -volume commercial entrance standards. This 580 allows the use of stopping sight distance for the intersection. 575 570 SCALE: VERT. 1"=10', HORIZ. 1"=30' \ SOT 5 SOT 3 ,l0% 7S�S e9 L,OT 2 1372 SF L.O� 1 1372 SF t743 SF — - - - - sa 3a a 30 s„-ELM M Scale: 1"=30' �r ro RouNDAeDur �- AD SIGN Fs9u JET era i 1 i •i '1 - 1 - ----- --_ _.__ -- ----- -- --- --- -- -..__ ._ .__— - -- -- - _ HEIIGHTf F — — . - -- -- - _-I--- --- - -- —_ -- - - -- - ___ —.— — -- --- ---- _._ -- f -- EYE-3.5 ----- _ HEIGHT OF - _ Rt _ ,t't=tfi 6E - - OBJECT=2' _-------.- ,._ � _- -_._. _ I --- -- - -155' STOPPING SIGHT DISTANCE .- ' - STOPPING-S[GHT- QISTAUCE LEFT - _ -- -- - - ------------ -- J -- — -� NEw _--------- __ _.-_ ----- ------ - -GRADE 51 t+00 10+50 11 +00 11 +50 12+00 12+50 13+00 r6_" BLOCK II: SIGHT DISTANCE PROFILE ON LOCKWOOD DRIVE ENTRANCE C15 SCALE: VERT. 1"=10', HORIZ. 1" -30' 595 590 585 580 575 570 1 5 13+ i --------------- HIM ENGINEERIN )2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM T11 J . flimp 01 L 45183 Vd 1 " 01 ss AL FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUBD. PLAT INSTR. # FILE NO. Mal SIGHT DISTANCE PROFILES �IA� C15 I EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE KALL PIPE) NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLF❑ ENTIRELY WITH NO. 21 A 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 N0. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 ACSA: SEWER PPE INSTALLATION R NOT TO SCALE TYP. ) Face of invert Line 18in Rttt3in R 1 f r3 ire .• --� 12 I 1 ! Y a ; s, - �iders optic Ama may be c � Bottom of curb may foNow slope of sub -tease provided a minim depttr--' c of 7 inches is maintained. 1 ft0ins —2it0 in Rollt€ap Curb Note: Provide 5' interval of smooth transition to CG-6 Curb & Gutter. ROLLTOP CURB DETAIL NOT TO SCALE VDOT: CG-9 DRIVEWAY APRON SPEC_ .509 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS VDOT: STD. METHOD OF SHAPING 4 MANHOLE & INLET INVERTS SPEC 106.08 C1 7 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS VDOT: DI-7 SPEC. 104.23 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS VDOT: STD M H FRAME & COVER SPEC. 106.04 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS NOTE: DUE TO REVISED VDOT PLAN REQUIREMENTS EFFECTIVE AUTUMN 2021, VDOT STAN DARD D ETAI LS CAN N 0 LONGER BE SHOWN ON PLAN SHEETS. REFER TO VDOT ROAD & BRIDGE STANDARDS FOR LATEST DETAILS. VDOT: CG-6 SPEC. 201.03 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS D - 3B & D - 3C SPEC. 104.09 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS VDOT: DI-2A SPEC 104.03 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS VDOT: MH-1 SPEC. 106.01 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS VDOT: CG-2 SPEC. 201.01 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS VDOT DETA LS: CG-12 SPEC. 204.01 - 204.05 REFERENCE LATEST DETAILS FROM VDOT ROAD & BRIDGE STANDARDS HIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUBD. PLAT INSTR. # FILE NO. VDOT & ACSA DETAILS g�)a61a3 C16 n Q - qn i � 1 12' �Rr^ �I I� FLEXIBLE CONNECTION WITH STAINLESS STEEL BAND 3000 PSI CONC. BASF BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH do 2" NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE -' CONNECTION BOOT " INSTALLED 0 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN WATE 2500 P.'J.L CONCRETE THRUST f3LOCK. NTS FIG. S-1-B ACSA: TYPICAL MH TIE IN PLAN VIEW NOT TO SCALE _P. PLACCE 51' GALVANIZED " WITNESS " P-CST WITH .APPEC ENiD,5 *=AINTED BLUE: IN REMCTE AREAS '00, AS DIRECTED, MARKER LOCAT10'N MAY BE SUBJECT T I HI,e31-1WAY DEPARThIENT APPROVAL, FINISHE1 CRADE ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M GATE VALVE LI'•J E 2'x 2' ~sEARINC AREA, NOTE IN REMOTE AREAS. VALVE, BOXES 'SHALL EXTEN) SIX (6) IINCHES ABOVE GR.A[)E. TYPICAL LATE VALVE NTS FIG. W-5 ACSA: GATE VALVE (TYP. NOT TO SCALE FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-O" MAX 2' _ 0„ RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS 4 16" MAX MINIMUM ELEVATION ° T_ DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE 4 VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTINGED SEWER. a 4. Te A FILLETED INVERT FOR A SMOOTH - g 12" 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 NOT TO SCALE NOTE: MIN. 6C' DIAMETER MANHOLE REQUIRED, 4 M,H, STEP ° (TYP.) -DROP MANHOLE PVC CROSS e 2r USE APPROVED FLEXIBLE RUBBER �V a A BOOT. o e Imo o sw a �2 6� - GASKETED Q e STOP COUPLING DROP PIPE PIPE STRAPS (STAINLESS STEEL) o SPACED EVERY 2' VERTICALLY a q -90° RESTRAINED BEND e ° SEWER INFLUENT a PIPE P 4 P D d' n e e MAIN SEWER ° PIPE 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 SAM E AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT- 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 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 (�4 ACSA: INTERNAL DROP CONNECTION NOT TO SCALE 3/4' NtALE PIPE UPLIMG --, o SCFT COPPER FOR USE ON ATTAOiM SINGLE FAMILY tRESICENTIAI SMA .ES :Th IjL:AL HVMCENT1AL A,rI(7 `�tiGE:� Nacre � -�� kG 5h4EaTEu F1mNv^5 j a DUAL SERVICE � 1" CGMPRES90N r 3j4' MALE 71171E Ci1irlUNC G5 App$WYED ETlIu 6l. I" ifF"E "K" r'�S[FT WDf'FEr I - FOR LISE 04 CEJACHEIr 914C1E FAMILY RE9JGENTIAL SEgVICE MHERE At{ IRRIGATION ME-n IS, NOT FROVICU, SINGLE SERVICE 1)-".:+DDLE+:5HALL OE USED ON PVC PIPE LocKmic VAS) (INLET 4" O tTLET, _in' MIN 'a DEND CCUPLI l GRADE METER BOX CORPORATION STLIPti,: SAND OR OuaTUNDEAp�}x�- OOX AND SETTER (2-1NCtl MIIhiLl LW THCTCPtiMI � L'�ICM AS ; . . NECESSARf -;" AauUER �?AI!a FE 2 , w� `�}�� ; � � LbNC STC 4,C bmizr ` �t y •'' SPEC, 2O!4.. ain 547 AG-. iEGATE TYPICAL SERVICE LATERAL INSTALLA.Ti01' METERS) NTS FIGW-15A TD-10 ACSA: TYP. SERVICE LATERAL INSTALLATION NOT TO SCALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24 IN INITIAL BACKFILL 24"MIN B„ 8„ 8„ a" MIN O MIN. MIN. MIN. 0 ..... 6" BEDDING #68 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 UNSTABLE 8" 4'MI INITIAL BACKFILL 4'MI 8' a" a" SAIL _ MIN. MIN.MIN MIN. #68 STCNE GRANULAR FILL AS _-APPROVED BY ACSA F ST ABLE SOIL_ OR ROCKS STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 ACSA: DIP INSTALLATION NOT TO SCALE 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% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". -� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE �a 2' MIN I I SALT TREATED FINISHED GROUND 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD - 33 :7:)ACSA: SEWER LATERAL CONNECTION NOT TO SCALE NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (270•) 2' To 10' 18"- 22" 7 CU. FT. VALVE BOX #68 STONE 42"'MIN 6" GATE ° VALVE s X 6" ,e• ►;: .-` TEE 2500 P.S.I. CONCRETE BASE AND THRUST ey....ie `•r BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/'2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 ACSA: FIRE HYDRANT ASSEMBLY NOT TO SCALE HIMP ENGINEERING LAND PLANNING . PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.514C CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM db L o.•45183 st FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUBD. PLAT INSTR. # FILE NO. ACSA DETAILS C18-1 u y - . SUPERPAVE (TYP.) 4'- 3.OD --- PSI CONCRETE 4'— 2.5' BM-' (TYP.) VDOT #21A SUPERPAVE (TYP.) PSI CONCRETE CONCRETE B' VDOT #21A BASESTONE BASESTONE r 2.5' BM-25 (TYP.) I i _ BASESTONE VDOT A BASE (TYP.) COMPACTED SUBGRADE MIN. CBR=6.0 ! 1 B' VDOT #'L1A BASE (TYP.) I ' t COMPACTED SUBGRADE MIN. CBR-6.0 I COMPACTED TO BE FIELD VERIFIED SUBGRADE MIN. COMPACTED TO BE FIELD VERIFIED CBR=6A TO BE FIELD ! I I I SUBGRADE MIN. 1 VERIFIED (TYP.) 9'z18' 6' OPEN CG-6 CBR=6.0 { TO BE FIELD I HOUSE PAVED 3' GUEST PARKING f SPACE LANE ROAD LANE VERIFIED (TYP.) ! DRIVEWAY ROLLTOP CL 5' SIDEWALK CURB ` 6• CG-6 LANE ROAD LANE CG-6 6' 5- OPEN LANDSCAPE CL PLANTING „ STRIP SIDWALK SPACE 2 ROAD A "ORCHID BEND": SECTION B-B "STRIP ROAD A ORCHID BEND SECTION A -A ----- -- -- -- SCALE: 1:10 SCALE: 1:10 38-5' RO z kr � t I 13.0, — 1.1.Do'— ROADCL Am— J I 5110 V DA�j I SUPERPAVE (TYP.) CONCRETE PSI - - - - - - - - - - - - - - - - - - - 1.5' BM-25 (TYP.} $- VDOT #21A I BASESTONE 1 6' VDOT 021A I COMPACTED SUBGRADE BASE (TYP.) I MIN. CBR=6.0 TO BE FIELD VERIFIED COMPACTED SUBGRADE MIN. CBR-6.0 TO BE FIELD VERIFIED (TYP.) CG-6 LANE ROAD LANE 013-6 5' OPEN HOUSE CL SIDEWALK SPACE 4 ROAD A "ORCHID BEND": SECTION D-D C � 8 SCALE: 1:10 5' i 8.0' MIN.. -�.0'0' i I i � I CONCRETE AND APRON 2X ; , 4'- 3,000 PSI CONCRETE 'CLASS A3 4'- VDOT #21A (H.E.S) CONC. SUPERPAVE (TF BASESTONE 6' AGGR. 2.5' BM-25 (TY COMPACTED SUBGRADE BASE TYPE 1 SIZE 21B 8- VDOT #21A' MIN. CBR-6.0 BASE (TYP.) TO BE FIELD VERIFIED COMPACTED SUBGRADE MIN. CBR-6.0 LANDSCAPE STRIP. PAVED ENTRANCE TO BE FIELD VERIFIED (TYP.) HOUSE PAVED SIDEWALK & CG-6 LANE ROAD DRIVEWAY CL ROAD B1 "PURPLE FLORA BEND": SECTION A -A SCALE: 1:10 i 39.2' ROW i 8.0' MIN. 4 i 8.0' ROAD r. CURB & CONCRETE APRON 2 2% -' SUPERPAVE (9.) CLASS A3 (H.E.S) CONC. PSI CONCRETE ' ` i 2.5' 13M-25 (TYP.) 6' AGGR. 4'- VDOT #21A BASESTONE 6' VDOT #ZIA ! BASE @E I COMPACTED SUBGRADE BASE (TYP.) MIN. CBR-5.0 I TO BE FIELD VERIFIED COMPACTED SUBGRADE MIN. , CBR-6.0 I 1 TO BE FIELD I VERIFIED (TYP.) HOUSE PAVE 3' LANE ROAD LANE &M.ER 5' PAYED HOUSE DRIVEWAY ROLLTOP CL SIDEWALK DRIVEWAY CURB ROAD A "ORCHID BEND": SECTION C-C SCALE: 1:10 n� s CURB & CONCRETE APRON 1 LANDSCAPE STRIP, PAYED ENTRANCE LANE & CG-6 SIDEWALK 8.0' MIN. DRIVEWAY HOUSE .6, ., ROM CL 2S ON- 2X_ 7 3,000SUPERPAVE (TYP.) T4- ONCRETE 2.S' BM-25 (TYP.) ISTONE VDOT #21A 6- VDOT #YABASE TYP. (TYP.) PACTED SUBGRADE MIN. CBR=6.0 COMPACTED p TO BE FIELD VERIFIED SUBGRADE MIN. CBR-6.0 TO BE FIELD. VERIFIED SIDEWALK LA APE 'CO-6 LANE ROAD LANE CENTRALIZED 'CO-6: Ow 5' _ CL MAIL AREA N SIDEWALK (PAVED UPS PARKING) w U p o a BROAD R2 "PURPLE FLORA BEND": SECTION A -A SCALE: 1:10 E MA SUBGRADE I VERIFIED i i I I ! ! ! I 1 I I I I HOUSE PAVED 3' GUEST LANE ROAD LANE CG-6 OPEN DRIVEWAY ROLLTOP PARKING CL SPACE CURB ROAD B1 "PURPLE FLORA BEND": SECTION B-B 10 0 10 20 30 SCALE: 1:10 Scale: 1"=10' 4% 3,000 PSI CONCRETE 4"- VDOT #21A �� BASESTONE 1 ;I, COMPACTED SUBGRADE 111110 4+ 0 i � I MIN. CBR=6.0 15+00 TO BE FIELD VERIFIED (78_�TYPICAL SIDEWALK SECTION NOT TO SCALE 77 �2" SM-9.5A j:::� SUPERPAVE - 6" VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL DRIVEWAY & PARKING PAVEMENT NOT TO SCALE HIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH --w 0 U JtsvooliAL Fump 83 ,'off ; FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUED. PLAT INSTR. # FILE NO. ROAD &PAVEMENT SECTIONS 412) eA _�C19 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 0 6" MIN SET ► : ► NON TRAFFIC INSTALLATION 21SHE1 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. INN INF IIRAIN ER 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. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY WA MATERIAL 3130 VERONA AVE BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 9.30-99 Nlt PHN (770) 932-2443 FAX (770) 932-2490 O laSl TECHNICAL INFORMATION SHOWN HEREIN j, www.n y yloplast-us.c REVISED BY NMH PROJECT NOJNAME REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 03-11-16 TITLE DRAIN BASIN INLINE DRAIN NON TRAFFIC C INSTALLATION I IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV E PERMISSION FROM NYLOPLAST. gmn NnORAST NYLOPLAST 24" DRAIN BASIN: 2824AG X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS7TAKEOFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 24" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, ADSlHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (51 ADAPTER ANGLES VARIABLE 0' - 360' ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REG.) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 2499CGP 7001-110-216 STANDARD MEETS H-20 2499CGS 7001-110-217 SOLID COVER MEETS H-20 2499CGC 7001-110-218 DOME WA 2499CGD 7001-110-219 DROP IN GRATE LIGHT DUTY 2401 DI 7001-110.075 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM ASM GRADE 70-5M5. 2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-0& THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EEC MATERIAL 3130 VERONA AVE 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-11a065. OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE W03-06 rtylO�llast' PHN (770) 932-2443 FAX {T70) 932.2490 4-DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME www.nyloplast•us.col ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALLI, N-12 HP REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE &PVC SEWER. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-14-16 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360'. TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 70D1-110-012. IS FORBIDDEN. EXCEPT SY SPECIFIC WRITTEN DWG SIZE A SCALE 1:40 SHEET tOF1 DWG NO. 1001-110-192 REV E PERMISSION FROM NYLOPLAST. 02m NYLOIAsr NYLOPLAST 24 " INLINE DRAIN: 2724AG _ _ X 2401 DI DROP IN GRATE APPROX. DRAIN AREA = 164.94 SQ IN (1,2) INTEGRATED DUCTILE IRON _ APPR,OX. WEIGHT = 67.50 LBS TOP SOIL FRAME & GRATE TO MATCH BASIN O.D. ADAPTER SIZE B 4" 1 15.90 1x�\\��\ -- 18' MIN WIDTH GUIDELINE 6" 15.00 t o W^ 10, 1500 - 8" MIN THICKNESS GUIDELINE 18 7000 /��� � s //�\\��\ ( ��\\/�� 0801 D I 24' 10.25 1001 D I (B) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR NYLOPLAST DROP IN GRATES FIT INSIDE 1201 D MINIMUM PIPE BURIAL GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE o 7 a ADS N-121HANCOR DUAL WALL, SDR 35 _ 1501 D DEPTH PER PIPE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ` SEWER PVC, & SCH 40 DWV PVC PIPE _ INVERT ACCORDING TO MANUFACTURER TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. + } - - _ 1801 D PLANSITAKE OFF RECOMMENDATION SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. 2401 D o 40 X .50 - - �V T (3) VARIOUS TYPES OF INLET & OUTLETADAPTERS AVAILABLE: 4' - 24" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35). PVC DWV (EX: SCH 40), PVC C90010905. CORRUGATED & RIBBED PVC (CORRUGATED HOPE SHOWN) U C 7 1 1 E I R O I III �( III 028.05 THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I. CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM 02321. - nc BEDDING &BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE.50 r�nCCu a wrvirnC III vrvlrurtrvlu IN nCCvrtuHIVCE VVI I H AS I M D2321. GRATE OPTIONS PEDESTRIAN LOAD RATING MEETS H-10 PART # 2499CGP DRAWING # 7001 110-216 a� 022.50 STANDARD MEETS H-20 2499CG5 7001-110-217 SOLID COVER MEETS H-20 2499CGC 7001.110118 DOME NA 2499CGp I 7DOb110-219 DROP IN GRATE LIGHT DUTY 2401DI I 7001-110-075 DIMENSIONS ARE FOR REFERENCE ONLY GRArfslsou0 COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7o saa5, THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH 2 - FRAME HALL BED TILE M A5 S S DUCTILE IRON 4 PER AST 36 GRADE 70-50-05. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT 3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO OR POSSESSION OF THIS PRINT DOES NOT CONFER, ASTM D3212 FOR CORRUGATED HOPE (ADS N-12NANCOR DUAL WALL), TRANSFER, OR LICENSE THE USE OF THE DESIGN OR N-12 HP, &PVC SEWER. TECHNICAL INFORMATION SHOWN HEREIN 4-DIMENSIONSARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY. REPRODUCTION OF THIS PRINT OR ANY INFORMATION 5 - DIMENSIONS ARE IN INCHES CONTAINED HEREIN, OR MANUFACTURE OF ANY 6 - SEE DRAWING NO.7001-110-275 FOR ADS N-12 & HANCOR DUAL WALL BELL ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS INFORMATION &DRAWING N0. 7001-110384 FOR N-12 HP BELL INFORMATION. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. e2011 NYLORMT ACTUAL DIMENSIONS MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DIMENSIONS ARE IN INCHES NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, GRATE HAS LIGHT DUTY RATING TRANSFER, OR LICENSE THE USE OF THE DESIGN OR QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE TO-50_05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY CONTAINED HEREIN, OR MANUFACTURE OF ANY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS JUSTICE, 28 CFR PART 36. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. GlT.- NYLOw T DRAWN BY EBC DATE W3-06 MATERIAL 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 N t FAX 770 932-2490 j 4ylotlaS l ( ) wvrvu.ny op as-us.com DRAWN SY CJA DATE 7.5-01 MATERIAL 3130 VERONA AVE BUFORD, GA 30518 PHN (770} 932.2443 rtylO last FAX (770) 932-244D www.n to last-us.com y P THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION NED HEREIN., OR MANUFACTURE OF ANY CONTAARTICLE HEREFROM1R f0THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST DRAWN BY AWA DATE 5-4.00 MATERIAL PROJECT NOJNAME 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX 770 932.2490 Nyloolast I > www.nyloplast•us.com Y NMH DATE 03-15-16 PROJECT NO.INAME REVISED BY JJC DATE 2-22.11 PROJECT NOJNAME REVISED BY EBC DATE 29-W TITLE 24 IN INLINE DRAIN QUICK SPEC INSTALLATION DETAIL TITLE 241N DROP IN TITLE BIN • 24 IN DROP IN GRATE INSTALLATION DWG SIZE A SCALE 1:40 SHEET i OF 1 DWG NO. 7003-110-028 REV E DWG SIZE A SCALE 1:8 SHEET 1 OF i DWG NO. 7001-110-075 REV D DWG SIZE A I SCALE 1:8 SHEET i OF 1 I DWG NO, 7001-11M17 REV E HIM ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JIUSTIN@SHIMP-ENGINEERING.COM L o. 45183 ���z' FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL 2023.05.18 SUBD. PLAT INSTR. # FILE NO. ROOF DRAIN DETAILS C20 Work Beyond the Shoulder Operatiaa (Figure "1 i'C-1.1) MOT PLAN FOR HTC AREA C TOWNHOMES Project 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 supplement to the MUTCD, the 2011 Virginia Work Area Protection Manual, 2020 Road and Bridge Specifications, 2016 Virginia Road and Bridge Standards, and as directed by the Engineer. 5. At the end of each day no more than 2 inches grade difference between travel lanes will be allowed during construction of the proposed roadway. 6. The clear zone is to be free of stored materials and parked equipment. See the Maintenance of Traffic Typical Sections for the required clear zone. Also, horizontal and vertical sight distances shall not be impacted by parked construction equipment. 7. All areas excavated below pavement surfaces at the conclusion of each workday shall be backfilled with aggregate base material to form an approximate 6:1 wedge against the existing pavement surface for the safety and protection of vehicular traffic as outlined within Appendix A of the Va. WAPM 2011 (latest revision). ,All costs for furnishing, placing, maintaining, and removing the 6:1 wedge shall be included in the price bid for other items in the contract and no additional compensation will be allowed. 8. Existing pedestrian access shall be maintained during construction. If existing condition cannot be maintained a pedestrian diversion or detour shall be installed meeting ADA requirements. 9. The contractor shall provide temporary drainage as required to prevent ponding of the water on the roadway and adjacent properties. Any temporary drainage on the project is the contractor's responsibility. The cost to install temporary drainage structures is to be included in the price bid for other items in the contract and no other compensation will be allowed. 10. The contractor shall maintain a minimum of 2 lanes 11 ft. wide, with the exception of pavement overlay operations. All lane closures to be proceeded by variable message sign notification of closure. When one lane of traffic is maintained, said lane is to be 14 ft. wide, including gutterpan. 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). Floggers 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 project engineer the final plan to maintain traffic for all phases of work. Any significant changes in Phase of Construction will require approval of the Virginia Department of Transportation (VDOT) Traffic Engineer. Minor adjustments of the maintenance of traffic plan shall be approved by the Project Engineer. 19. All signs mounted to Type III Barricades shall be crashworthy and shall be in accordance with the 2011 Virginia Work Area Protection Manual (latest revision). 20. All protective devices shall be in place to protect all signal foundations and poles prior to exposing to traffic. 21. The existing posted speed limits shall be maintained during construction unless otherwise approved by the engineer. 22. The Contractor must have at least one person certified in Work Zone Training at the Intermediate Level to design and at least one person certified at the Basic Level to install and maintain the work zone. 23. Flagging operation shall not hold traffic longer than 5 minutes without approval of the Engineer. 24. The Contractor shall provide notice to the Police, Fire, and Rescue, and the School Superintendent 48 hours in advance concerning all detours and road closures of any nature. 25. The contractor is responsible for coordinating the construction, signing and traffic management plan with other adjacent project under construction. 26. No traffic pattern switches will be allowed on Friday, Saturday, or Sunday and/or the day before a holiday or as directed by the project engineer. 27. A suitable foundation shall be provided for channelizing devices and all associated cost shall be included in the price of Group II channelizing devices. 28. The contractor shall maintain a minimum of one 11 ft. wide lane in each direction at all times, except during temporary lane closure or as directed by the Engineer. 29, All pavement markings and traffic flow arrows are schematic only. The actual location and application of pavement markings shall be made in accordance with section 512 & 704 of the applicable VDOT Road and Bridge Specifications, the MUTCD, the Virginia supplement to the MUTCD, the Road and Bridge Standards or as directed by the Engineer. Public Communications Plans and Transportation Operations Plan Notes Each lane closure will be governed by the times established by the Regional Traffic Engineer and the Traffic Operations Center as shown within the contract. The contractor and VDOT are to coordinate in notifying the public of proposed Lane Closures. The process developed by the Traffic operations Center for this purpose is as follows: a. Contractor submits to the Project Manager or Designee planned lane closures for the following week by 3 P.M. on Tuesday. b. Project Manager or Designee submits planned lane closures for the upcoming week using the Lane Closure Form. This form is to be submitted to the Traffic Operations Center and the Culpeper District Public Affairs office by Noon on Wednesday for the following week. c. Traffic Operations Center is to review the planned lane closure schedule and return it to the Project Manager or Designee by 9 A.M. Friday. d. Contractor to update the Project Manager or Designee of planned lane closures a minimum of 24 hours in advance of proposed lone closure as previously scheduled. e. Project Manager or Designee to advise Regional operations Maintenance Manager of proposed lane closure. Project Manager or Designee to have VA -Traffic operator enter data in VA -Traffic and to update the Traffic operations Center daily during lane closures activities. f. The Culpeper District Public Affairs Office will use various media publications to announce planned lane closures. g. The contractor shall contact Traffic Operations center, (540) 332-9500, when lane closures will be placed and once they are removed. The process to notiify 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 iclosure. b. Construction Manager to advise Residency Maintenance Manager of proposed lane closure. Maint. Mgr. to have VOIS operator enter data into VOIS and also advise Smart Traffic Cneter. The following is a list of local emergency contact agencies that shall be posted in clear sight in case of emergencies: Virginia State Police (varies by project location)„ 911 Center - 911, Hoz--mat Center (if spill involved) - 911 Procedures to respond to traffic incident that may occur in the work zone: a. Contractor to notify Virginia State Police, VDOT Inspector in Charge and Regional Traffic Operations Center. b. Depending upon severity of incident, contractor may have to cease work. c. Upon arrival an 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 i!i•'ork Beyond the Shoulder Operation {Figure TTC-1,1) NOTES Guidance: 1. The Irtummum distance between the sign and work vefucle should be 1300'-1500' an Limited .4ccess {haghti i� ys, and on all anther raradlrayS 500'-800' where the posted speed limit is greater than 45 mph, and 350-500'where the posted speed limited is 45 mph or less_ O ian: 2. The ROAD WORK AHEAD (W20-1) sitar may be replaced with other appropriate signs such as the SHOULDER WORK (W21-5) sign The SHOtJLDER WORK sip may be used for work adjacent to the shoulder. 3- The ROAD WORK AHEAD sign may be omitted where the NNurk spge is behind a barrier, more than 4 feet behind vertical curb (Standard CG-2 acid CG-4) on urban roadMg.1s- or outside of the clear zone for all other roadya.Us. For clear zone values see Page A4 of ApWndix A. 4_ For short-term haft durationr mobile o atf f, all siam and channe.lizina devices mav be eliminated if a vehicle with activated high -intensity amber rotating, flashing- ; oscillating lights is used. Standard: 5. 'Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, W oscillating lights. Vehicle hazard warning signals ran be used to supplement high -intensity amber rotating, Hashing, or oscillatiag lights. t . If the work space is in the median or a divided highway, an advance warning sign shall also he placed an than left side of the directional roadway. Typical Traffic Control S horrldrr Oosure os*h Barrier Openn ion tp T -" ROTES cmidance. 1. Sign spacing should be I300'-t500' for Limited Access highwvr ,s. For all other roadiiarz, the sign spacing sham 1d be 500 '800' wihere the posted speed limit is greater than 15 niph, and 350'-.W' whenr Ow posted speed limit is 45 mph or teas Standard: 2. On divided highways baying a median nider than 8%rightt and left sign assemblies shall be required. 3 Group 2 Cbannefizing device spacing shall beat the following: Urow 2 2222Etia� rlevwe S ac Speed raaait speed Lin it - -- 3Peea limit Location Location[mph) Location Spa=V I44 spacing _ Sing 1 'Cnnsh'tr_han anness spaacangmay he irxswxixf to this chstanu-, Cart shM rM Pmee t one across per r- nrae_ I 4. The miaimnm length for a shoulder taper shall be _W" on Limited Access highways. and n � L for all other roadways (see Mote 7 of ITC-; for values, ofQ. a. When the bar tier transition :slope is on a horizontal aligamtnt. the total offset shag be prorated around the cnr•ve in lien of a straight-line slope. 6. End treatment of a barrier in order of preference: a, there guardrail exists. attach to barrier with appropriate fixed object attachment. b. t}aere cut slope Busts, bmr•2- barrier into cut slope and provide fa• drainage as needed. c. Extemd end of barrier until it is beyond the established clear zone (see Figure 2 on Paine A- 4 in Appendix A for clear zone shies). d. When barrier end is inside the established clear zone, attent ator service Type I or Type lI shallbe used, Contact L&D Standards,"Special Design Section for approved attenuators. ?. Barrier panels 3 inches in width and L inches in height shall be placed on top of the concrete barrier and spacedon 40' centers along the transition or taper sections and spaced on SO' centers along the parallel or tangent sections. lieflectorized surface shall be fluorescent orange prismatic teats Sleeting. The light at the beginning of the barrier ran and at the breakpoint where the barrier becomes parallel to the roadway- shall be a Type B ffashme hot Darner delineators shall be iaualled alatme the traffic side of tie concrete barriers. NMI ' tltli;. i' panels approximately 34 inches up tram the roadway surface. QPtLoIr 9. The bariw shown in this t�giral g aplication. is an gimapk of one method that ntU be used to close a tbonlder of aprat W. 9. The RIGHT SHOILTMEt CLOSED (IX21 JaR) sign yM be elu muted from all roadyyd3's gLoW Limited Access highyva}s Guidtrtrce: la. df driyata cannot sass a pull -off area beyond the chased shoulckir, ration regar&ng the Length of •des shout&r closure shall bar provided in feet or miles, as appropriate. 11. An amaryniq pull-o, f"area should beprowded per Section 6G.18 and Temporary Trari'c Control Fad I _ Rrvesim 1- a v2a1.5 Z_ Rrvaam 2 - 9A.'2&19 Typical Traffic Control Lane Closure on d rim -Lane Road+svn• Using FTaggers Guidance. 1. Sign spacing &stave a should be 35T-5W wherre thepwtedspated limit is 45 mph or loss, and 500=800' where thepostad speed 1mut is greater than 45 mph 2. Care should bs 4narcised when establishing the ffirnts of the wink zone to insure ar o mumpossible sight diminne in r thancv of that jlaffer station and tra?wn rn, based on the pmted sped limit and at least oTI to or greater than the y 1um in Table tH 3- t ienamIl� speaking motorists should hays a clog line so sin htfrom the graphic fLagger symbol sign to the flogger. 3. Standard: :4. 5. $lagging stations shall be located far enoagh in ady anee of the yvork space to permit appraarhiag traffic to reduce spend an&or step before passing the work space and alloys sufficient distance for departing traffic is the left lame to return to the right lance before reaching opposug traffic (see Table 6H-3 on Page 611-55). 6. Alt flaner•s shall be state certified and has a their certification card in their possession when performing fagging daties (see Section 6E.01, Qualifications for Floggers). 7. Cone spacing shall be based can the posted spied and the values in Table 6it-4 on Page SHE.' 8. A shadow telikle with a least one high intensity" amber rotating, flashing, or' oscillating light shad be parked. 80'120' in advance .of the first work crew. on- S_ A 9 f�7 W "� be r in this area ray t e advarice Waaatm of the o tion ah�d by stowme al�rrtach ng traffic prior to reaelm the flame station or tPr d Grridanr�e.- 9. I the t?uente d traf9c reaches the BEPRERiRF'D TO STOP (93-4) sign theca the sign:, and if used the 5 sJtmd be rated used otgreates disfnnc& 10. Nhen a highxrrl'-mil camssrtlg axxsts Wfilln Orr gzvvrun Of the transition area and it is cntticipata d that queues resulting from the 'cane dasure might exiend through the highway-ruil grade crussmg, the t-Porrtrk runic ol eantrcacao should be ertmded so that the transition area procedc. the higkw ayLrail crosstrrg goes tgure TTC-56 for additional try ormartion an higher rail crossings/.. Standard: it. At night, flagaer stations shall be illuminated, except in emergencies (see Section 6E.08). ou_ 12. Coa m maybe elmanated when using a pilot yehicle operationor when the total roadw y width is 20 feet or less. 13 For Low-valiune situations with rJmrt oink zones on vraieht_rctads am ivitere the flaEger ts'nsible to toad Standard-' 14. rhea > , three portable temppoorary rouble (P I1tS) strips sb.til be installed amass the entire t, ay el knee adjacent to the BE PREPARED TO STOP (WA-4) sign.. The portable temporary rumble strips shalt be monitored and adjusted as necessary- during the work- shift to enswe proper placement on the roadway. When the PTRS are installed. the R:L'A1BLE 511W S ABEAD 0V20- 1' 16) sign shall also be utilized 1:Rrvnire.I-klr 11115 2: Rrvisiem 2 -9,,VZ 61.9 VEMENT NOTE 3 8t7 -12V Aghk w2o-1 1WSEE NOTES 2AND 3 Shoulder Closure with Barrier Operatiou G20-2 {4 y _BARRIER PM EL SEE NOTE 7 BARRIER DELINEATOR rME III WARNING WII T BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR IIIIIIIIIIISM"I BARRIER TRANSITION SLOPE RATIO t,....K FOR GROUP 2 -- DEVICE SPACING SEE NOTE 3 �TYPE 8 ARN1140 LIGHT GUARDRAIL SEE MOTE ra Z: Rrvisire<2 - 9a;2 is Larne Closure on a Twos -Lane Roadway Using Flaggers C20-21'w') atao + r Rr r,r; V � SHADOW VEFtIfYE s REQUIRED sir -tom t, it � 1�k IMIII • � h A 1: Rrvisiar. l- 1-. Brvivma 2 - t►nraols ei SEE; OTE 1 VY21-59N eta-VID1 SEE NOTE 10 Uv21-%R rill HIMV ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM .I FEMP>1 L o.45183 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.03.04 BID SET 2021.11.30 ACSA SUBMITTAL 2022.02.15 INTERNAL REVIEW 2022.03.07 SITE PLAN RESUBMITTAL 2023.03.14 SITE PLAN RESUBMITTAL °a' 2023.05.18 SUED. PLAT INSTR. # w34 FILE NO. W10V26 20.018 w2a,4 6W20-1 MOT PLAN C21