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HomeMy WebLinkAboutSDP202000063 Plan - Submittal (First) Final Site Plan and Comps. 2020-10-05FINAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK -----El- PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR 311.5 x m SPOT ELEVATION 311.5 TC x� TOP OF CURB ELEVATION 311.5 TW x- TOP OF WALL ELEVATION 311.5 BW x i2� 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 L r� HANDICAP PARKING l� MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING j WETLAND TREELINE x X FENCE UTILITY -0_ UTILITY POLE m (D GUY WIRE oHu OHu OVERHEAD UTILITY ucu UGu. UNDERGROUND UTILITY STORM r STORM MANHOLE qp ! DROP INLET STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE m� SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE WS WS WATER SERVICE LINE O 0 WATER METER 0 0 WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS- Gas GAS LINE EASEMENTS CONSTRUCTION - - GRADING ACCESS - - - - SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE - - SANITARY - WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER/DEVELOPER Post Office Land Trust; Charles WM Hurt & Shirley L Fisher Trustees P.O. Box 8147 Charlottesville VA, 22906 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING Airport Impact Area, Entrance Corridor, Steep Slopes - Managed Planned Development Mixed Commercial ZMA201700005 approved on January 15, 2020 ZMA200100020 & SP200300030 approved on August 6, 2003 MAGISTERIAL DISTRICT Rio SOURCE OF TITLE TMP 32-41 K1: DB 2904 PG 065 TMP 32-41J: DB 2904 PG 065 BUILD -TO LINES Per approved ZMA201700005, residential build -to lines are provided as follows: Front Minimum: 0' from edge of sidewalk Front Maximum: 20' from edge of sidewalk Side: None Rear: None Adjacent to Rural Areas: 20' per approved ZMA2001-00020 BUILDING HEIGHT Per approved ZMA200100020: Block III: 2-5 stories Per approved ZMA201700005: Block II: 2-4 stories SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Meridian Planning Group, LLC, April 1, 2020. Four (4) foot contours provided by: Albemarle County GIS BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO140D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Powell Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. Al 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 ZMA201700005, regional stormwater facilities are provided. Regional stormwater basin in TMP 32B-A to serve Block III (TMP 32-41K1) and regional basin in Block I (TMP 32-41133) to serve Blocks II (TMP 32-41J) SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. LIGHTING Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance. No Lighting is Proposed for this site. ITE Trip Generation AM PM Weekday Use Description ITE Oty (Dwelling In Out Total In Out Total In Out Total Units) Townhomes (Mid -Rise) (Block 11) 221 60 5 14 19 15 10 25 163 163 326 Townhomes (Mid -Rise) (Block III) 221 10 1 2 3 2 2 4 27 27 54 HTC AREA C TOWNHOMES EXISTING USE Vacant Lot PROPOSED USE Single Family Attached Townhomes with associated roads, parking & recreational areas. Block II: 60 Units Block III: 10 Units Maximum Building Square footage is 1005 SF LAND USE SCHEDULE Block II (TMP 32-41J) EXISTING SF AC % Impervious 10,048.3 0.23 5.9% Turf 161,246.9 3.70 94.1% Total 171,295.2 3.93 100.0% PROPOSED SF AC % Building 47,938.1 1.10 28.0% Pavement 36,948.9 0.85 21.6% Sidewalk/Concrete 16,342.5 0.38 9.5% Impervious Area 101,229.5 2.32 59.1% Turf 70,065.7 1.61 40.9% Total 171,295.2 3.93 100.0% Block III (TMP 32-41 K11 EXISTING SF AC % Pavement & Gravel 3,879.3 0.09 4.0% Impervious Area 3,879.3 0.09 4.0% Turf 94,276.8 2A6 96.0% Total 98,156.1 2.25 100.0% PROPOSED SF AC % Building 7,567.6 0.17 7.7% Pavement 9,643.1 0.22 9.8% Sidewalk/Concrete 3,701.9 0.08 3.8% Impervious Area on Site 19,595.6 0.45 20.0% Turf 78,560.5 1.80 80.0% Total 98,156.1 2.25 100.0% Gross Residential Density: 60 Units - _ Units Block II: 3.93 AC 15.28 - 15 AC 10 Units - _ _ Units Blocklll: 225AC4.44 -4 AC PARKING SCHEDULE Block II Required: Multi -family units: Two or more bedrooms, 2 spaces per unit 2*60 = 120 parking spaces required 1 guest space per four units required =14D = 15 guest spaces Total Parking required = 120 + 15 = 135 Parking space Provided: 23 units with 2-car garage + 37 units with 1-car garage +1 additional parking space behind unit 23*2 + 37*1 + 37*1 = 120 2 guest spaces provided behind each 2-car garage, 23 units =23*2=46 9 on -street guest parking spaces 120 + 46 + 9 = 175 Parking spaces provided Block III Required: Multi -family units: Two or more bedrooms, 2 spaces per unit, 2* 10 = 20 Parking spaces 1 guest space per four units 1*10 = 2.5 = 3 4 Total parking required = 10 + 3 = 13 Provided: 10 units with 2-car garage 10*2 = 20 2 guest spaces provided behind each 2-car garage, 10 units 2*10 = 20 Total Parking Provided = 20 + 20 = 40 Parking spaces. RECREATION Recreational area shall comply with conditions of approved ZMA20170005. Block II shall provide amenity area no less than 7% of the total block area. Block II: 0.28 AC or 11,990 SF required; 14,862 SF = 0.34 AC provided. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Where the flood level rim of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. S D P2020-00-XXX TAX MAP 32, PARCEL 41 J, & PARCEL 41 K1 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1"=500' Which W1d( In r aneia Bread Q 4nllymead Town Center Q PelSman t' Holly Memonal Gardens .9 io ale BERKMAR DRIVE r h -.,, a Airport Road Auto Q Center Tire Pros Wells FatOo Bank© 14 w ye�c\cl' aarro Rd BP Q M¢nael's Omer L Restaurant ROUTE 29 SEMINOLETRAIL The UPS Store 0 ©Bolanrpes Famous Chicken Bimms IF r..�.�r,•.wood Grin v t Davy Ouven Gnll 6 Chdi SHEET INDEX: TOTAL 18 SHEETS C1 COVER SHEET C2 ZMA201700005 APPROVED PROFFERS C3 ZMA200100020 APPROVED PROFFERS C4 EXISTING CONDITIONS C5 SITE PLAN: BLOCK II C6 SITE PLAN: BLOCK III C7 UTILITY PLAN: BLOCK II C8 UTILITY PLAN: BLOCK III C9 GRADING PLAN: BLOCK II C10 GRADING PLAN: BLOCK III C11 LANDSCAPE PLAN: BLOCK II C12 LANDSCAPE PLAN: BLOCK III C13 STORM SEWER & WATER PROFILES C14 SAN. SEWER PROFILES C15 SIGHT DISTANCE PROFILES C16 SITE, VDOT & ACSA DETAILS C17 ACSA DETAILS C18 ROAD SECTIONS & VDOT DETAILS APPROVALS Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date Food Lion Q +m ORiverside North 0 IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o i Z v JUS:TNYM. R91W Lie. )o. 45183 IJ15 17 61hA57 IN t'' FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: FILE NO. COVER SHEET 20.018 C1 IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o i Z v JUS:TNYM. R91W Lie. )o. 45183 IJ15 17 61hA57 IN t'' FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: FILE NO. COVER SHEET 20.018 C1 shall be as required by VDOT design standards and detailed plans submitted by the Owner and 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause completion of the following approved by VDOT. Original Proffers road improvements that shall be roads constructed to VDOT standards and either be accepted by VDOT or be Amendment X_. bonded for VDOT's acceptance as follows: 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 A. Construction of Timberwood Boulevard, as depicted on the Application Plan and further described as described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements PROFFER STATEMENT follows: i) from the intersection at US Route 29 to a new terminus within Hollymead Town Center that is for review by VDOT, and although such improvements are not fully completed by the issuance of a Certificate shown at the extension of the VDOT future road improvement project of Airport Road, this will provide of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements ZMA Number and Name: ZMA2017-OOOOM I Iymead Town Center Area C Blocks H and VII the connection to Airport Road from Route 29 as previously proffered as part of ZMA-94-08. The in accordance with plans approved by VDOT. Substantially complete for the purposes of these proffers shall 'Pax Map acid Parcel Number(s); 03200-00-00-041PO, 03200-00-00-041JO constructed improvements shall include two Eastbound lanes in conjunction with the improvements designed for TM 32 Parcels 41D1 and 41A to the fast dual lane roundabout at access road B and mean approved sub -base gravel, curb and gutter, intermediate surface and necessary storm water management Westbound lanes of dual left lanes; one thru lane and one continuous right turn lane -from the roundabout improvements and satisfactory completion of road improvements required for public safety, and signalizafion; - Owner(s) of Record: Post Office Land Trust at access road B to the intersection with Route 29, from the roundabout at access road B a two lane but shall not include final activated signals which are subject to testing and synchronization according to section shall be constructed to the VDOT extension, with additional turn lanes at intersections located in VDOT inspection. All proffers to make road improvements contained in proffer 2 of these proffers are Date of Proffer Signature: �� iShJ� 16 2`( 3� 20Z O Area C pursuant to road plans approved by the Virginia, Department of Transportation ,"VDOT") and the conditioned upon VDOT's approval of an entrance permit at the Timberwood Boulevard intersection with County as part of the Area C site plan. Route 29 as shown on the Application Plan. The Owner shall submit to VDOT plans for such road Rezone 2.02 acres (IMP 32-41P) from Planned Development Mixed Commercial to Planned Development Mixed improvements within 30 days of the rezoning and shall diligently pursue such approvals from VDOT. Commercial B. Construction of dual left turn lanes at the intersection of Route 29 and Timberwood Boulevard, from Rezone 3.93 acres (IMP 32-41J) from Planned Development Mixed Commercial to Planned Development Mixed northbound Route 29 into Timberwood Boulevard. The turn lane and taper lengths will be 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or VDOT for the purposes of Commercial determined with final road plans to be reviewed and approved by VDOT. funding a regional transportation study for the Route 29 Corridor. The $10,000.00 contribution shall be made C. Signalization at Timberwood Boulevard and Route 29 shall include reconstruction at the Forest Lakes within 30 days after requested by the County after the first final site plan or subdivision plat is approved in Area C and, if not expended for such purposes within three years from the date the funds were contributed such Post Office Land Trust is the owner (the "Owner") of Tax Map and Parcels 03200-00-00-041PO and 03200-00-00-041JO Subdivision entrance location, as scheduled in coordination with VDOT. All turn movements shall be funds shall be refunded to the Owner. (collectively, the "Property") which is the subject of rezoning application ZMA No. ZMA2017-00005, a project known as signaled at the intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. The "Hollymead Town Center Area C Blocks II and VH" (the 'Project'. existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the 5. The Owner shall contribute $200,000.00 (the `total contribution') to the County for the purpose of funding Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the continuous right turn lane and add a through lane according to the final design in the previous capital improvements related to the Hollymead Town Center. The contribution shall be paid as follows: conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above, These pats graph. $1 shall be contributed to the County within 30 days after the final site plan or subdivision plat conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are D. The Owner proffers to dedicate land and construct a third through lane on Route 29 (consisting of lane ntriirst containing dwelling units is approved in Area C; the remainder of the contribution shall be paid on a pro rota containing d basis at the time a certificate of occupancy is issued for each dwelling unit; the pro rata contribution shall be 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 width, shoulder and drainage improvements) southbound from the entrance road, (Timberwood based upon the number of dwelling units approved as part of the first final site plan or subdivision plat. If five were accepted in conjunction with ZMA2001-00020, Hollymead Town Center Area C. Boulevard) at the Property's Northern boundary. The Owner also shall dedicate land or cause to be years after the date of approval of the first final site plan or subdivision plat the total contribution has not been dedicated and construct: i) a continuous through lane 500-Feet to the Southern boundary of Area C, ii) fully paid, the Owner shall contribute the unpaid balance within 30 days upon the request of the County. If the These conditions are proffered as part of the requested zoning and it is agreed that: 1) the rezoning itself gives rise to the a taper lane consisting of a 200 foot taper beginning at the Southern boundary and Route 29 (in the fund is not exhausted within 10 years from the date the last contribution is made, such unexpended funds shall need for the conditions; and 2) such conditions have a reasonable relation to the rezoning request: event area B is not rezoned and their proffers accepted), and iii) a continuous right turn lane starting at be refunded to the Owner. the right -in at the Northern boundary of TM 32 Parcel 41A to the right -in at the Southern entrance of 1. vDe a op ent shall be in general accor *nth the c lion Plan entitled Rezoning Application Plans for AreaC, 6. Upon the request of the County, for any parcel used for non-residential purposes in the portion that is currently Hollymead Town Center Regional Service Area C, (Sheets A-1, A-2, only), prepared by Rivanna Engineering & - zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Surveying, PLC, revised, last revised July 7, 2003 with plan revisions to Sheet A-2 prepared by Shimp E, Construction of one additional continuous right turn Northbound lane starting 1090 feet south of ifelopment Authority ("CDA") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia Engineering, P.C. dated December 18, 2019 (collectively, the "Application Plan"). The standards of development Timberwood Boulevard at the location of the beginning of the turn and taper of Worth Crossing and ("Code") to be created for the purpose of financing, funding, planning, establishing, constructing, and central features and major elements within the Property essential to the design of the development shall be in Route 29, and terminating at Timberwood Boulevard. reconstructing, enlarging, extending or maintaining Route 29 and roads and other improvements associated general accord with the Block Exhibit, the Code of Development's—artative, and the Code of Development's - therewith, which shall include, but may not be limited to improvements to Route 29 from the South Fork of the tables and appendices set forth in the attached Application Booklet, entitled "Revised Application Booklet for, F. Access Road C, between Area A and its intersection with Timberwood will be built or bonded before Rivanna River to Airport Road, the extension of Ridge Road as depicted on the Master Plan, to the South and Code of Development ZMA201700005: A Revision to ZMA 201300004 Originally Revised from ZMA 01-20 • the issuaued ofthe first certificate of occupancy within Area B. If bonded, the road will be constructed across the Rivanna River to connect to Berkmar Drive. 2001 (Area C) 'At Hollymead Town Center"' dated June 19, 2017 and last revised December 18, 2019. The for acceptance by VDOT within one year of the first certificate of occupancy. Owners have presented, as part of their rezoning application, a number of conceptual plans and illustrations for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless The road improvements listed in proffer 2A, 2B, 2C, 2D, 2E and 2F above shall be constructed, in specifically referenced in these proffers, all plans and illustrations submitted as part of the Applicant's rezoning accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing application, other than the Application Plan as defined above, shall be deemed illustrative only, and such plans improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to and illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal block between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOT's improvements, consisting of buildings, parking and drive aisles and drive -through window features and as shown acceptance as a condition for issuance of any certificate of occupancy for Area C improvements on the Application Plan in order to: i) comply with conditions imposed by Special Use Permits, and ii) assure except as otheiwisd provided Im—pmffer 2F). The width, length, location, (inside median' or outside compliance with ARB requirements and iii) and provide all necessary storm water management and BMP's as _ existing urban vs. rural avemem , of section (e;g.,, ), and geometries of al] lane }mprovements necessary. 1 2 3 OWNER: Post Office Land Trust By: Dr. Charles Hurt Title: Trustee, Post Office Land Trust OWNER: Post Office Land Trust OA. By7 Shirley/fisher Title: Trustee, Post Office Land Trust The undersigned Owner hereby proffers that the use and development of the Property shall be in conformance with the proffers and conditions herein above. This document shall supersede all other agreements, proffers or conditions that may be found to be in conflict. The Owner agrees that all proffers shall be binding to the property, which, means the proffersi shall be transferred to all future property successors of the land. NnTNESS the following signatures: OWNER: Post Office Land Trust By: Dr. Charles Hurt Title: Trustee, Post Office Land Trust OWNER: Post Office Land Trust &611W ZDd By J lirley � her Title: Trustee, Post Office Land Trust COMMONWEALTH OF VIRGINIA QbW/COUNTY OFy L. tn_ , to wit: The foregoing instrument was acknowledged before me this day of " ten tf, 11 i 2020 by Post Office Land Trust. My Commission expires: M I -51 • ZQ ZI C1.t,1 b V dn�t) Notary Public GAILBREEDEN WATKINS NOTARY PUBLIC REG. 0101082 COMMONWEALTH OF VIRGINIA MY COMMISSION EXPIRES MAY 31, 2021 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ` I [ 1GI. $AIMP > 45183 'Anted Al 8 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: REVISION: FILE NO. 20.018 ZMA201700005 APPROVED PROFFERS C2 COUNTY OF ALBEMARLE Department of Planning & Community Development 401 McIntire Road, Room 218 Charlottesville, Virginia 22902.4596 (434) 296 - 5823 Fax (434) 972 - 4012 August 18, 2003 Katurah Roell 195 Riverbend Drive Charlottesville, VA 22911 I I-- I - G RE: ZMA-01-20 Hollymead Town Center; Tax Map 32, Parcels 41D, 43A, 44, 45, and 46 (Area C) SP-03-30 Hollymead Town Center; Tax Map 32, Parcels 41D, 43A, 44, 45, and 46 Dear Mr. Roell: The Albemarle County Board of Supervisors, at its meeting on August 6, 2003, by a vote of 6:0, took the following actions: • ZMA-01-20 Hollymead Town Center- Approved by a vote of 6:0, as proffered (copy attached). • SP-03-30 Hollymead Town Center -Approved by a vote of 6:0. In the event that the use, structure or activity for which this special use permit is issued shall not be commenced within twenty-four (24) months after the issuance of such permit, the same shall be deemed abandoned and the authority granted thereunder shall thereupon terminate. For purposes of this section, the term "commenced" shall be construed to include the commencement of construction of any structure necessary to the use of such permit within two (2) years from the date of the issuance. Before beginning this use, you must obtain a zoning clearance from the Zoning Department. Before the Zoning Department will issue a clearance, you must amply 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. Wayne C mberg Director of Planning VWC/jcf Cc: Amelia McCulley Tex Weaver Jack Kelsey Steve Allshouse • hnoltl N�� COUNTY OF ALBEMARLE Department of Building Code and Zoning Services 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 FAX (434) 972-4126 TELEPHONE (434) 296-5832 TTD (434) 972-4012 ZMA-01-20 PROFFERS L _ ------ Hollymead Town Center Area C July 25, 2003 TAX MAP 32, Parcels 41D, 43A, 44, 45, 46 37.1 Acres Pursuant to Section 33.3 of the Albemarle County Code (the "Code"), the owners, or September 8, 2003 their duly authorized agents, hereby voluntarily proffer the conditions listed below which shall only be applied, except as specifically set forth herein to the area identified as Regional Katurah Roell Service Area C on the Application Plan, (defined below) comprising all or some of the above Virginia Land Company referenced tax map parcels (the "Property"). 195 Riverbend Drive Charlottesville, VA 22911 These conditions are proffered as part of the requested zoning and it is agreed that: 1) the rezoning itself gives rise to the need for the conditions; and 2) such conditions have a RE: ZMA-2001-020 Hollymead Town Center Area C reasonable relation to the rezoning request: Tax Map 32, Parcels 41 D, 43A, 44, 45 and 46 1. Development shall be in general accord with the Application Plan entitled Rezoning Dear Mr. Roell: Application Plans for Hollymead Town Center Regional Service Area C, (Sheets A-1, A- 2, only), prepared by Rivanna Engineering & Surveying, PLC, revised, last revised, July There is a typographical error in the proffers for this rezoning. Proffer #3 refers 7, 2003 ("Application Plan"). The standards of development and central features and to an entrance permit at the Timberwood Boulevard intersection with Route 20, major elements within the Property essential to the design of the development shall be in This should be read as Route 29. Please file this letter with your copy of the general accord with the Block Exhibit, the Code of Development's Narrative, and the Code Development's tables and appendices set forth in the attached Application proffer. No further action is required. of Booklet, entitled "Hollymead Town Center, Application Booklet, ZMA-01-20 (Area Q. Please Contact me if you have questions. The Owners have presented, as part of their rezoning application, a number of conceptual plans and illustrations for various purposes, but principally to provide justification for the Sincerely, rezoning actions they are seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as part of Applicant's rezoning application, other than the Application Plan as defined above, shall be deemed illustrative only, and such plans John Shepherd and illustrations shall not be deemed proffers. The Owners reserve the right to Manager of Zoning Administration reconfigure the internal block improvements, consisting of buildings, parking and drive aisles and drive -through window features and as shown on the Application Plan in order COPIES: Amelia McCulley, Zoning Administrator; Janice Farrar, Planning to: i) comply with conditions imposed by Special Use Permits, and ii) assure compliance Assistant; Greg Kamptner, Assistant County Attorney; Melvin with ARB requirements ui) and provide all necessary storm water management and Breeden, Director of Finance, Ella Washington Cary, Clerk to the BMP's as necessary. Board of Supervisors. 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause completion of the following road improvements that shall be roads constructed to VDOT standards and either be accepted by VDOT or be bonded for VDOT's acceptance as follow: C:\Files\Proffers\Hollymead C Typo correction.doc A. Construction of Timberwood Boulevard, as depicted on the Application Plan and further described as follows: i) from the intersection at US Route 29 to a new terminus within Hollymead Town Center that is shown at the extension of the ZMA 01-020 Attachment E ZMA-01-020 Attachment E ZMA-01-020 Attachment E Hollymead Town Center Area C , Hollymead Town Center Area C Hollymead Town Center Area C VDOT future road improvement project of Airport Road, this will provide the The road improvements listed in proffer 2A, 2B, 2C, 2D, 2E and 2F above shall shall contribute the unpaid balance within 30 days upon the request of the County. If the ® connection to Airport Road from Route 29 as previously proffered as part of ZMA-94-08. The improvements shall include two Eastbound lanes in ® be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall be i) constructed to fund is not exhausted within 10 years from the date the last contribution is made, such constructed unexpended funds shall be refunded to the Owner. conjunction with the improvements designed for TM 32 Parcels 41D1 and 41A to VDOT design standards pursuant to detailed plans agreed to between the the first dual lane roundabout at access road B and Westbound lanes of dual left Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for 6. Upon the request of the County, for any parcel used for non-residential purposes in the lanes, one thru lane and one continuous right turn lane from the roundabout at VDOT's acceptance as a condition for issuance of any certificate of occupancy portion that is currently zoned Light Industry that will be rezoned to PDMC the Owner access road B to the intersection with Route 29, from the roundabout at access for Area C improvements (except as otherwise provided in proffer 2F). The shall petition for and consent to a Community Development Authority ("CDA") road B a two lane section shall be constructed to the VDOT extension, with width, length, location, (inside median or outside existing pavement), type of established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be additional turn lanes at intersections located in Area C pursuant to road plans section (e.g., urban vs. rural), and geometries of all lane improvements shall be as created for the purpose of financing, funding, planning, establishing, constructing, approved by the VirginiaDepartment 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 the 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 to n, to the extension Road as depicted 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 P �' g vRidge D 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 25ih 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: / By: coordination with VDOT. All turn movements shall be signaled at the the purposes of these proffers shall mean approved sub -base gravel, curb and gutter, Charles W. Hurt, Trustee Shirley L. Fis r, Trustee intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. intermediate surface and necessary storm water management improvements and The existing intersection exiting Forest Lakes shall be reconstructed to maintain satisfactory completion of road improvements required for public safety, and the dual left lanes, the continuous right turn lane and add a through lane according signalization; but shall not include final activated signals which are subject to testing and to the final design in the previous paragraph. 0 synchronization according to VDOT inspection. All proffers to make road improvements contained in proffer 2 of these proffers are conditioned upon VDOT's approval of an D. The Owner proffers to dedicate land and construct a third through lane on entrance permit at the Timberwood Boulevard intersection with Route 20 as shown on Route 29 (consisting of lane width, shoulder and drainage improvements) the Application Plan. The Owner shall submit to VDOT plans for such road southbound from the entrance road, (Timberwood Boulevard) at the Property's improvements within 30 days of the rezoning and shall diligently pursue such approvals Northern boundary. The Owner also shall dedicate land or cause to be dedicated from VDOT. and construct: i) a continuous through lane 500-feet to the Southern boundary of Area C, ii) a taper lane consisting of a 200 foot taper beginning at the Southern 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or boundary and Route 29 (in the event area B is not rezoned and their proffers VDOT for the purposes of funding a regional transportation study for the Route 29 accepted), and iii) a continuous right turn lane starting at the right -in at the Corridor. The $10,000.00 contribution shall be made within 30 days after requested by Northern boundary of TM 32 Parcel 41 A to the right -in at the Southern entrance the County after the first final site plan or subdivision plat is approved in Area C and, if of Area C. not expended for such purposes within three years from the date the funds were contributed, such funds shall be refunded to the Owner. E. Construction of one additional continuous right turn Northbound lane starting 1090 feet south of Timberwood Boulevard at the location of the beginning of the 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the turn and taper of Worth Crossing and Route 29, and terminating at Timberwood purpose of funding capital improvements related to the Hollymead Town Center. The Boulevard. contribution shall be paid as follows: $100,000.00 shall be contributed to the County within 30 days after the first final site plan or subdivision plat containing dwelling units F. Access Road C, between Area A and its intersection with Timberwood will be is approved in Area C; the remainder of the contribution shall be paid on a pro rata basis built or bonded before the issuance of the fast certificate of occupancy within at the time a certificate of occupancy is issued for each dwelling unit; the pro rats 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 final site plan or subdivision plat the total contribution has not been fully paid, the Owner 2 3 4 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST, 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM t JUSTliN M. SHIMP > Lic. No. 45183 �`rSfONAL �N� FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: FILE NO. 20.018 ZMA200100020 APPROVED PROFFERS C3 J - w ---w---- -PAEX. BIKE LA ES, t SPEXISTG _.--.- _ CES-TO- SSMH-1 \ - \ -- r -- --- --.--( Oe1cWO0fYflRIt/E--- BE _ - - -- ---- - -- TOP �85.3 _ 53 PUBLIC R/W) -.--REMOVED-- - - INV N�58 F. h� - - - 2-73 --- - -- - - - -- `W �- .. 2- 39'30.55E 301.E w w SDMH-1 EX �`^ Sg _ --- - _ TOP 579.82- _ RCq� -582 ------ --.ASPHALT-FBR- _ \ INV. IN 572.12 _ - '� DRAINAGE -F84- - ---- TO 587 INV. OUT 571.77 _ 'ESMT �� INV. IN 580.63 58G' -- ". 20 SA 963265 68 NITARY / Lc IN�. OUT 580 5. -- 588--- _ �:�_._ ESMT,-- WET—' � _J '• ^,'SS�H-2 DFPRESSO �03265 H co 24' ACCES 'AREA' I "! ESMT DB_ 32658 I. TMP 32-41 K ROSEWOOD. VILLAGE OF / v m _ HOLLYMEAD LLC x r _ yT� ZONE: PDMC MI -PUBLIC OR 3383 PG 113 d _ -I 20'TEMPORARY - �-------588- _.� DRAINAGE ESMT. - ` ' A SDMH 3 _ �I DB 3265-68 ESMT 55.9 2`t"�rVl j 1fi47 ,/j/ "\\ -S�c} OP 591 INV.TIN,-56-/..,\, WV -7- 42-02'52"E 201.25'--- N4558,1 DB 3'. S90-- - - '_5 ftV.- OtT �WV -592_ TMP 32-)15 SSM-3,''' - n �- ROUTE 2� LLC I z S39'32'12"W 13244' � ZONE: NMD , J x'rn co'oS TMP 32-41K1 USE: VACANT LANDI i , � 1 p o POST OFFICE LAND TRUST; 25.81 AC. A vv V I _ -j� I� ,�; i `� CHARLES WM HURT & SHIRLEY L FISHER TRUSTEES ZONE: PDMC ,^ i�,' DB 2904 PG 0E5 ' 2.25 AC. v STM-4 INV=592.25 3 X � W 94.: .°D S61`23'54°E $32°26'00 --- 8.61' _5 528736 p6'W 600.15 B'-i h1U AR DP,I t G INV IN 593. STAI AHEAD �.� INVOUT 591 " EABLF ? till`3 nP1� OAK S 3 C g0 - - OAK , -- �8 561°32 55 C6 - --- -- - � - - SDMH 6 - (TO BE i - - - - - ( -RESIZED) , - -- - -- - - - - �' TOP 600.34- 600 NV. OUT 598`- --J\ _ -- I595.OZ 598- --- --`___--596--- ' - _-594-'--- 592-' -590 m --------------- -----588--\`�_ 5 d �� --588" ------ a � � A� TMP 3 RIPRAP POST OFFICE i8R CHARLES WDk'H' `I - _---t-rFISHER -- 'SB5 ZONE: DB 2904 BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C1 163.32' 177.50' 2*43'01' 87.95' 157.62N 83°25'07" E C2 111.96' 100.00' 4*09'03' 62.67' 106.215 33*02'21" E C3 18.17' 91.50' 11 °22'35" 9.11' 18.14'S 18*38'56" W C4 53.53' 180.00'17*02'16126.96' 53.33'S 32°51'21" W C5 32.85' 180.00'10'27'21" 16.47' 32.80'S 46'36'10" W C6 72.62' 833.50' 4°59'31" 36.33' 72.60'N 31*0551" E C7 41.97' 84.50' 8°27'31' 21.43' 41.54'N 42°49'51" E C8 84,22' 245.00'19'41'47" 42.53' 83.81'S 34'17'44" W C9 56.71' 100.00' 2`29'33' 29.14' 55.95N 57°43'26" W CIO 137.46' 300.00'26 15'10 69.96' 136.26� 60°50'08" W C11 4.52' 969.50' 016`01" 2.26' 4.52'N 42°09'26" E C12 28.93' 523.50' 3°1 COO" 14.47' 28.93'S 50`42'36" E C13 10C.14' 67.50' 5°00'00' 61.85' 91.20'S 10°04'00" E C14 61.60' 766.50' 4*36'17" 30.82' 61.59'S 30-5.4'14" W LANDSCAPED &--tea _ MULCHED ---' AREA T v `y - - SDMH-12 (TBR) TELFy F TOP ^574.15 .INV. Ik 565.83 ' - - NV. IN\565.78 IPRAP - - �5 _ � � _ I V. OUT 65.76 TMP 32-43 "\\. �� R -� X1MSITG A _\ \ \ `\ ' SIGN 'k\ 9 vv NEW MARKET - HOLLYMEAD LLC _ , I - h'1$ ' 4a ZONE: PDMC \ t £ USE: COMMERCIAL \N \. _ - -_, 12.93 AC. �`� '-� I A� \�1 ' 20' SANITARY a F JBR - 5�� SEWER ESMT" YI LD -'7 ______ DB 29y6'3IGN 22 .1' f STM-9 NWV \ h1 / A s F INV=5aSj49 ; i " /, TOP�57E3>42 l':' + �WV 7 (MR) -SDMH-B IWyh-IN_560.02 � �f.� - - -- - - . LTBR) .''INV. OUT 59952 �1 F - - i �% /-'ram .•FF'1' In,,T-=.-i 6 WV- -- - - CONNER DRIVE -- _ - - - -- -...--------. (PRIVATE -- - e - r -- -`TN- - I -:� -- r D EFT SWTO S41223 WWAY) 1p7.80' LANE C-011T562.99 ZO UTILITY 3E3.6 20' WATER ESMT I - TOP 51u 8 DB 2916-22 30TESMTC(Io. IN 8 40' ACCESS ESMT - DB 2678-425 ESMT DB 2916-22 5' ACCESS I 08 2E78-405 ESMT I SDMH-10 DB 2916-22 I TOP 569.25 --- -------� I INV. IN 562.95 INV. OUT 561.25 1 20' WATER ESMTI DB 2916-22 TMP 32-41D6 I I I - _ HOLLYMEAD CORNER LLC C/0 DAR I ----_--------_-_---- - PEZONE N LITTLE ZONE: PDMC I USE: VACANT LAND I- ----- I 1.92 AC. i SHIMP 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: FILE NO. 20.018 EXISTING CONDITIONS 150 C4 LOT 29 4.00'== 14.00' - 1 - 3" CA - �- LOT 30 RF�6�a1.�f0 L \ oo' xiSTING 5' SIO L � 09.13($F o v \ o - E 572.0 srAMPED _ TO HE 7 -a \° . CONCRETE LRE -' RUNE THE TREE - I � _ --- � - - - BRICK I � � A:� ,� ,° I - _ � � R�25 6 J � A� , TP PERMIT SIGHT : �3'-OAK - - '.}s. �,-' - - ° - - PATTERN ° z L _ _ - :9 LINEOFSIGHT BERKMAR DR. - �- �' - - W - - �� MBERWOGD BLVD DISTANCE - ° _- ° _ _ - _ _ � : , _ -,_ � E ALL TERFiACE� TCk -"LIMITED° - - T ._ _ �' 1 - - - ° \ ATC-y j TREES MOST ° CROSSWALK � f�l 305' TO T 2P'. ° PROVIDE LHJif 0 CHI i DR 3" oAK __.. ' P p TOWf�CENTER �a.4G' - - EOT 11 pN L ` F - �. ° L 113 L .1 1 87 7 E R 6 / d 0 T , ,-- � 10 SF _ _ 8- � 0 �' R o 14 NCH , E -- `' 00 1_,. �pT 8 0 4 SF \\ o L dd EO 41 P 1 .✓ uNE FR � : 668.4 SF 1,33�• �N�NG A 6 \ a ° d. �- ?0' 8U1 `OT 6 1' 2-C Rtij Py, SIDEWALK T 5 1,658.A SF GARA M - - - - - - \- , \ CONNCR DR. NEW STOP SF NEW 31' ion I I SIGN 1p14 SF 1 274.6 NEW ROAD ACSE \ _ NAME SIGN - T 2 `2 3SF 1,26g EASEMENT GUEST EO SF 1,262 2 PARKING SOT 1SF 1,256.2 - - - - — CENTRALIZED 2-CAR 16�C0 � O� 1 F \ �' � / -� —� MAIL AREA XXXX.X GARAGE .i - - 1 \ RPGE 6 1 6 � 10I45' TO COMMUNITY ST � / 170' TO TIMBERWOOD LVa� 3g.r13.48 (1YP.i 16.0� 1 p0' 1 \ G Pi 1, Y_ P- N GUES G 1 1 \ 0 9 5 3ag3, ° PA _ 00 - ° ° ° 6 9 5 12 22F, d G�N2y.<S T1G RKIN �^ 5 \\\ \ d - -� �oT O Pg / \i74P v zg.00' �1vPJ� °° 1 4 _ FFo its 0o• RKIN � � \ 0 0 _ NO PA A v 9.0 zoBo 9 g5 SF (vf -12 ° - IV ATE RQA G EST _ o 15 PU n - PR WIDTH QS _ N� - - 5' SIDEWALK \ SOS SF\ , 6 ZO ,v 9g6 9 NO PARKING e 1 16 s , RECREATION AREA: - \ / ° ° vp SF r \ d > D -WALK 2 R �� 2,675 SF o v o© a 9 2 FUTURE v o 01 1 p0 \ p05518LE OT10N v 50 150 0 _ INTERGONNE 2p 0� SF \ 9 _ oPo NEWP� 2 q(2).5\ 2vP �06 SF� 5 \, % . 51CP \ o� 465E v0�9 895E �P 4 �2 e d 2 4ga 2'QQ \ ad 3� y NP sP 18 2 012• \ l.��P 1 Od \ ��� � � -A 519. .0 41 Jo 4 P' \'6p 5 1,62 .9.0 _ o y 1 5E 15a6 lP " v o° N vo o Z \ 4a C o SF \\ o" j 9 Y 2 554 5 SF 21Q� �a POP 5a6 6 1 v \ a 554 b 1,Q21 1 56 OA _ ST 0 F CSHIRLEY E L D TRUST; 1 von 225E i;rl4- ES WM HUR & \ ' FISHER TRU TEES \a- 24• 1� \ - ZONE: PDM °° VC) �15F ° ` 2904 PG 65 � 5 - 0� SoSF 3.93 � Lo � SF �o� 2435E KIaP 11 162 1,66Q. vA v05..Q SF I` 1 3RIBBON CURB REZ PIN NX\GNS59 X \°° o. 4 I vp g 6�S v R�MPX \A G 6 0� 1, SF �� d y 1 5�4 1 86 S 2 03 724 1, 9911. NEv� SM1 / SF P E � \ - PGS GPR 1 °\ ,�,' \ i 1EM GPRP LPL hYP 0� CENL AREA D / -/ ° 7, $$4 92$ \ RECREATION AREA: 1 5� \ - 2,479 SF - / K / NEW ROAD SF NAME & 5100, STOP SIGN 7g 00' I R - - Cc-2 _ L 2on0, 7,3g. COT 2 �6v 3 SF _ a o ® EW 2 ' PARTcg (l,P) 3s6 6 v 1,5243 4� 4 /?>Ooo. SEWER Do ''G11 - 2 SFESMT 29 00, NEW 31' STAMPED �- ACSACONC. BRICK I 1 ' �6 NEW zo' :\1 - - PRIVATE ROAD - ESMi -PATTERN 7 oo' C V0� L SF STORM B: 20' WIDTH CROSSWALK I NEW ROAD ; 31 !,2 8j 27 1,522 SEWER a (TYP.) NAME & I 8 9 S d STOP SIGN d F GN YIELD SIGN a , GUEST - - - - - d--b - y 7u _ PARKIN 19,10 I < ECR / ----- 6.00' 16.00' ° o PH 1' � 32a ° ------ 4 4 S - ----- I SF (TYP.) (TYP.) 2-CAR - - - - - - - NEW 20 a GARAGE NEW 20' I d I I SANITAR R ESMT 2 d m STORM SEWER SWING SEA# / (TYP-) EASEMENT 28,00' DB Z (TYP� LOT 32 LOT 31 LOT 3D LOT 29 4.Do'-_...,_1A Oo, \ � \ .00' LOT 35 1,769.1 SF z a LOT 34 LOT 33 1,278.3 F 1,276.4 SF 1,278.1 SF CAD AI 0 \ \ , _ 5,135.8 SF 1,627.8 SF 1,280.5 SF _ \ B�CH� STAMPED - I D (TYp) CONCRETE X ! t RECREATION\A&E`A: - --- ` BRICK ,> /- ° 10 WATE °S - RETAINING WA L 4HxR4' PATTERN I ° LINE OF SIGHT - ° DB 291 9 MAX 6' 2, 2HEIGH CROSSWALK A�CHLINE \ ALL TERRACE 'LIMITED° 20' BUILD TO LINE FR M D6E OF SW �,; - 1A \ TREES M B' RUN -- -_ •-- i� PRO LINE 0 GHT TRAIL 'u_ --' - -- --- �I EW R0 A ION d° ° 2 0 20 40 ---- __ CONNER DRIVE - - - __-� (PRIVATE 5' ACCESS ESMT - _ _ _ _ _ - -- - - - - - f _ CONNECTS TO EXISTING SIDEWALK � � - _ -- BIGHT-OF-WAY) DB 2916-22 �- - -) - f- - —� ' - 12: 1"=20' 60 SHIMP ENGINEERING2. 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: FILE NO. SITE PLAN: BLOCK II LOCKWnpD rri-QWF (58' PUBLIC R/W) NEW STO SEWER ES - - LOCMDOD- DR.. — SHIMP 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: FILE NO. SITE PLAN: BLOCK III 20.018 C6� w L. - 3" OAK 1 REPLACE 4' —3'-0 i DI-3B WITH i -- BLVD - BERKMAR DR. �� WIOOD .NEW 10 DI-3 ? - \ - \ TIMBER �� 305' TO a A a "-_- MAICHLINETTO LIMITED TER 3" OAK C1 _ - � � TO TOW�OEN DR L, \ LINE I 1130' '` - .- LO SF W3 - ,'�, Cb NEC1'S TO .>�-TREES MUST B RUN€ S \ a ,--- LOT 10 g�0 _ c �pF EXISTI(Q,G WER i �\\/�. PROVIDE LMJL°_ OF FH q / 413.1 S jjjj �BENCCH - NEW \ F � ° \ OT 9 1, WJ (T .) ° ° \ DI- \ I i _ a , OT 8 410 4 5F a I - —�.. P._ SF \ ucu u uc u j 1 _ EW 8, DI-36 WITH 8� _ _ _ , 1, \ EPLACE 4' I ( 65a 5F \ - R c NEW 10 DI-3B 5 -7 SF L01 q SF 1,2� 4.6 NEW 31' / - - ACSA \ � - - - _- - • LOT 3 1,26g' EASEMENT N i TOP 569 70 -- OT 2 26 2 SF 1`\4' PVC L T (T .) ' v \ W W W aaH w x � � INV. IN 63 6L W OT 1 LZ56.2 5F 1, Z _ `� i XXXXx SF 1 N_I �0� 6 SF \\ CONNECTS TO/ X / _ --EXISTING \\ WATERLINE / -A 1 � � T Ln sENO _ \� 2c vp 1 SE tk\ W - T 41' gXI5� TES _..1 - - ° \ g5p 9 ° DB 2916 22SS ESM W_WW_ 1 -6'' GV N ° \�. WfcS .� \ x/ / SDMH-10 WIW�WI' N _ ' \ TOP 569.25 =W, - - 2 SA - TI R OD INV. IN 562.95 N $' DR _ -. '( 1 \ BO,U EV, I ( - INV. OUT 561.25 0 0 _ W�Lf) -.- W�W,W�� n ROAD A' _ BEND \ g�a5 SE (VARIAL DTH ° TE v.. - - 5 15 \ PUBLIC N pRIVA TH 5� 3265 `s9 \� NEW � 2D 2p' WID �s - \ \ �0 9 SE \ 0FHA E ' BEND E 1 0 --' - \ PER 10' BEND _ � y _ �- 5- S RVIGE) vp� 6p A� \ s �W 2oR �j05 SE ° w s� SF �GQ A ° �a q CP, q6 0� SgSE - \ $ � R5 o SDMH a� ARID DRAIN PS\ CID ESMT \.O� 5 SE °\ - TOP 85.31 \ C> 5� TR (TYP. 8 g NV. 577. ARD `� 0� 5 SF iPp O� 1, INV. T 57 9 \ ' 0A 4 SE E3\� ;\ SE 6 01 -7\� \-0 1g5F �z ^_ v\ 16)' AINACE ESM� vpZ Oi SE _ p\ \-F ) —� x3515 G 549 \ > E Z P A3 bbb 5 5 ��a 2'1p'D `ems 5 von \z -A 21 ROU ABO ` 5 , vdv SE AHEA SIGN 55Ap21' ' \\\ \ter^ LO 1 SE 4° PVC\ . S E2 O-1 565E x m- 5 z y 10 z �2 E _\ NIV \ �p� 555E s s� \� j 23 E �• \ \'p1 ZSF 62�6 \ \ vbo.N V \ F2 1` \ \� - 0� 515E L0A p SE 0� DOSE 4° \ 2 1 5g5 O 5 \ 2 L01 q 1 END d \ S-S ° - S-S O 5 SE _ 3 SE I a 5 y 3g a \ 151,g6 04 26C7 24 \ \� �1 `SDMH-1 0� SE 1 S \ 9g8NE�5M1 5 a f. g ° F / (AL° „\ TOP 574.15 �- ,dP, �\ INV. IN 565.8, NEW 3.5' DI-3B -S - S -S .H L� �1 INV. IN 565.78 \ \ �' b ER DI-7 '_ �- �l, ° a INV. OUT 565.76' �0- 585E �� S vlcs ) A5 / a4vsZtIf �,SS4 92S N 0 15 NDP IF C NEW \ -- - - L - - - - - 90 I I 7,3Oj \' ZA SE \A 0 SEORMO 16" GV - NE 6' BEND 66.2 SF 6. BEND E R x6 TEE DI3C W-W-w--vr w-w-w-wS` -w-w-W-w w-W-W - -w w-w W-w ' ` c 8„ DI NEW 31 o W I " • ° - -f 6 -•� DRAW s', D - PRIVATE ROAD ACSA S — S — S 5NEW 20' \ BASI _ ---.. - ., ESMT ' m i nor B: 20' WIDTH 2. 0 2, S STORM SDR 26 SAN .i. 1 522 SEWER / a S 8.9 SF j 3A n f a e NEW a S� I MH-1 / YIELD SIGN 1 N < co k ' " PVC F1 (TYP. a° I om 1.�4�328'per. 1 T NEW 20' i 1d a e � SLOT STORM SEWER cP, •. SANITAR R ESMT SWING SEA NEW 3.5' DRAIN EASEMENT I'r' TVP DI-7 T ) LOT 32 LOT 31 LOT 30 1,769.1LOT 2 SF v 35 LOT 34 LOT 33 5,135.8 SF 1,627.8 SF 1,280.5 SF 1,278.3 SF 1,276.4 SF 1,278.1 SF a� ° BENCH I v 0.42 % I sso 02-'� (TYP.) J \ 2 �T559.52 D• o S1 WATE - \ 111 IGHae -- 4HxR4' I ° 3 \ ME+-4 - T ° °�a� DB 29 e _ A�CHLIN SLINE DF \ f LIMITED° ucu \( REE M B RUN qyLI TE ACE ,W3 - - -- /ipp CO C1\S TO \� LYNX OF�ksk�FH � �1fi 5 --- - NEW� XI u ucu ucu�uW- -- _ DI - \ _�1.. E STIIJ�V�ER PRO Qom. / Gu UGU —_ UGU— UGUUGU —UGU 'JGU—UGU UGUT. UC UGU— UGU—UG U CU—UGU—U —UGU—UGU. U U —UG - CONNER DRIVE.. - -- - -- - - _ - . � -�A NEW B10' DI{ 3B _ E -_ I` —_ (PRIVATE S ACCESS ESMT _ _ -- �- _ RIGHT-OF-WAY) DB 2916-22 - - - - - - - - _ - .. - - - - - - - - - - - - - - x � � 20 0 20 40 .70 CONNOR DR. � x /� // �' INV. SNg 6361 —� 1 _w _w _w - -7 - w w — w - -- Wt w w w w w w- w f Scale: 1'=20' I rn\ TO\ 570.42 N I2 11NV. T 52 WV WV WV 60 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 45183 �IAUAI FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: FILE NO. 20.018 UTILITY PLAN: BLOCK II C7� F--F--F--F--F--F - - ------------ 7 . ........ . . . .. 7 . ............. 7 . ................... I I I I I i w w w w w w w w w w w w w w w w w w w � M w w w w w w w w w w w w w w/w w w w w SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �> Lic183 Y FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: FILE NO. 20.018 UTILITY PLAN: BLOCK III C8 0006 -�F BERKMAR DR. ER\NOOD BLVD 305TO TIMB s ° 60 1130' - TO TO\NgCENTER DR L 11 \\ T� a 2 so __ 10 E 601'g6 �7 �BENCH_ \ -'a 0 T LOT 9 FFE 6p2 p4 BFE 5g296 Ir (TYP.) o F sw LOT 8 FFE 601.9b p1gBFE 5g3 s \ �, F� W 1oE v6la 0.39 o E BFE 5928 L0FFE6p8 E 6o166 a6BF662G 592 \ \ \ 930 4 9295 v - - 600- 16 gFE 592 39 = 96 \\ I 3 Lp604.02 FFE 592.16 1 ' , , - 9269 92_ a \ \ ! \ T '2 L0600.8� FFE 5g2.02 BFE _ 66 \ 60O g4 FFFE€ 591_8� 8F —sss— — — — 9239 92. / ' _ _ — — 9 — — — - \ _ LOT 1 BFE 5T CIDBW B 59 0� 9202 92,6 - 45 % wIW 4 465 F —6' --�W_31HP x 94 —9fiw, -�1 ,. xos 9307—9s 394 \� 1 _ 1 % \ e e x � W— 592— — �' n aL x W_W- sa 1� 9 / o f d -W W- x\1 4 299 p� 9 so x o _ � L x 3w_W- 91 X - PRIVATE (0)5 = 23 8f FFE p �g256 O x F - ,ti `56FE —b94— - a \ 2 _ a a o e x I; FFE 5. -592 d° , 92 - 70 d FF 0 f \ \.> 9 \ ° _ (k6 _ / N �� �p� ,9 8a �° � "( 5g O� Y, \ annN FFE 5 > p 5g1. o x _3 PUBLIC W)a 3265 R `6 o. /' �V, Lp� $8 p0 6 00 \ o — a jo p�5g0 jO x_.._'X165' AINAGE ESM \I 3515 G549 "'0 CS g 0° a6 op� 20 34 \ \ \\ \ V / � \ 3 \ � a' `� — FFE FFE �, d, s x L 5g5• � � °a �� \\ \\ v LO5g8°° vv �� 5a8 `o 86 534 �� v Aq A �� v 9a / 2 ° Rou ABO � v 7 v G LpS 200 v P x 4 Lp 5gq 0 AHEA SIGN \ �> q2°u \N - 2� FEE - 56 - 40o \ \ 7 Lp \ 52. / -. v v v v A"x47 ° gyp'( 6 D° � �� °d: 02 2 � v A FF V A Lp 8° E �S CIA 560 e `L \ \ �� \ FFE 5 - FF 0 94 FFL -23 p S _ v 80 vo 6 i v _ �V, �. ,�v 7 FF�d2 �' E �� 4 a /TL 4 ONE �✓ Lp 5g1 �� \ / 8.7✓ F �ALa 40LP `r \%OA 5� \\ \ L I f / \ 00 .00 yo F 09W-W-W-'W-W W W-W W -W-W-W-W-W-W-W-W-V-VWV -W- W w W-Anr- Wes/ Oq i 28 \1 --- P R I VASE— D- 57 LP !y 2.0 20' IDTH / id1 / �2� / x a �uA a _ >� I d 5 4.00 YIELD SIGN d °e° os x74 z4 z3 73 z3 x72 —�—>�/ ,y o o D FFE°r 28 Jo oe `\ a - 7285- 30 7206 so - _m / d ' VV p SAN1yN R ESMT - - \ \\S IN s 00 \\ ff LOT 29 00 "P 5> LOT 35 0-T 34 LOT 32 FIFE 571.5 LOT 33 LOT 31/-L-0i30 � / FEE 573.93 BFE 5�3.72 FEE 572.85 \ BENCH - FFE 573.18 FF-E--5 0 FFE 572.06 62 v Y > + ATCHLALINE OL- . ! G7 RUNEDED �< DB Z13 ACE EES M B DGE OF SW LD ILFRO PRO Rucu / UGUS1 / i — U �� UGU UGU--UGU—U(\ UGU —UGU JGU. C G1L= UGU—UGY5 &1� U UJG --- E'r— ucu u ueu� r— 5-06 � S1 � CONNER DRIVE.. - (PRIVATE S ACCESS ESMT - - _ - - - - - - 20 0 20 40 6 - _ RIGHT-OF-WAY) DB 2916-22 �- - - - - - - - � - - - - � - - 7— - - - - � I 1N W W Ut W W W W CONN w DRY �� - W W V'I — I aoH W W f Scale: 1"=20' i L \ L L Lh L\i L ° - LINE �OF SIGHT _ A�CHLINEL \ _ \f ALL TERRACE- TO, LIMITED° TREES MUST B RUN€Dd PROVIDE :LHJE':0�/ W a W W W _ W / x . _� SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST 434 229 5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM [�Y1GI. 3AIMP �" 45183 7nUd1 V, /.a FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: FILE NO. =I GRADING PLAN: BLOCK II C9 t (58' PUBLIC R/W) - - - - -- - - DB 3414 PC 273 a �TCDRANAU n 3265E DB J 68 ° ,d82_ ,—a - _ _<�. - a e. - ` �-�/ m. -\�� — -- --�.- "- -� _ -- 84 86 `PAR H — — — — STAMP ONC BRICK TP - - - - r--- -aa = — --� - —�----------� a� - r---- as ------- ----- _ / — — — --i- — y-------------- I I I I — / I 20' BUILD TO LINE FRO, A LDGI=O C-W- — — — �. D :� 20' BUILD TO LINE FROM EDGE OF SW .I I — — —.. — — — — —588 20' SANIT Y SMT _ __ DB 26�-68 / _ _ — LOT 1 LOT 2G p COTS LOT 4 LOTS '4 FIFE 587.00 gg N LOT 6 - LOT LOT 8 LOT 9 LOT 10 I I 1 - ' - _—FFE.�23 FEE 587.46 FEE 587.69 FIFE 587.92 / FEE 588.75 FIFE 588.98 � FEE 589.21 FEE 589.44 FEE 589.67 / � NEW 30' ( — — — — -r ACCESS ESMT I — 20' NEW I I / ACSA NEW 20' / 86 SANITARY I SEWERESMTI / 67 90 GUES SP�Ir^ E j ESMT 8 I34 BE I I I I I — / IND EA H W IT _ 1 88 DEl ------ I ------- I I ----- ----- CK-------I I I I 0 — a -- -- - RI �llR -- - - — — F - a INEATE 00 ° e 47 DRIVEWAY (TYP 7I,¢4HP 9 � / 24' ACCESS ESMT 2`0 1 6 1.1 % I I DB 3265-68 I _ I 20 _ PRIVATE ALLEY A: 22' H c�i I - - - ----- ��04-------------- 23 -_-------- a-------- 3 a 07 46 N 6 a I e52 - �- 9� I _ ___ NEW30' \ 20 NEW / CENTRALIZED � � — — � ACCESS ESMTACS/ - \ \ — MAIL AREA \ SANITARY _ _ - ESMT i / - _ _ - — — / / I I 20' TEMPORARY DRAINAGE ESMT -588- — I DB 3265-68 —592 WV ----- / v �3s�5,962� / A 594 WV ---- i I / 1 \ --- / CO- \ \ / I l � SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Sol I � T Lic. )o. 45183 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: FILE NO. GRADING PLAN: BLOCK III 20 0 20 40 60 Scale: 1"=20' cio 3" OAK - OAK ° r" 4 - OAK BERKMAR DR. --3-OAK - _ - TO TIMBERWOOD BLVD _ - _ _ o• . o 0 5 C 3 -� -��= r -r< ° - T��.DLSIN. D \ DR EN a TER 3` oAK — - . �J i N6H, i (p ' jjjj IW NEW 31'- ABSr� - _ g6 _ _ - - EASEMENT \ _ _ 0 N / z Z EXISTING LANDSCAPE SCHEDULE: BLOCK II Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy Total Canopy SE (\ Large Shade Tree Quercus albs White Oak 1 3" 6 243 1,458 PROPOSED LANDSCAPE SCHEDULE: BLOCK II Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy Total Canopy SF ° ) Large Shade Tree Betula nigra River Birch 1 8 397 3176 Stir Large Shade Tree Quercus robur English Oak t 13 329 4277 Large Shade Tree Ulmus americans American Elm 1 14 397 5558 r Medium Shade Sophora japonica 'Regent" Regent" Scholartree 1a" 13 394 5122 Tree Q Medium Shade Acer truncaturn x Norwegian Sunset 1 15 177 2655 Tree plotanoides "Keithsform" l Medium Shade Cercidiphyllum Katsuratree 1" 12 222 2664 Tree japonicum Medium Shade Celtis loevigata "All All Seasons" Sugar 11" 5 397 1985 Tree Seasons" Hockberry TOTAL PROPOSED BLOCK CANOPY 25437 TOTAL EXISTING BLOCK CANOPY 1,458 TOTAL CANOPY 26895.0000 TOTAL REQUIRED BLOCK CANOPY (15%) 25,679 SF LANDSCAPE REQUIREMENTS LANDSCAPE NOTES: Canopy Requirement (Sec 32.7.9.8.A.2): 15% of total site area 1. Contractor to apply 4' diameter by 2-5" mulch bedding Required: around all proposed trees, and mulch bedding around 0.15 - (171,191 SF) = 25,679 SF shrubs. Provided: 2. All other landscaped areas shall be sodded. 26,895 SF 3. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of 1 3 trees is prohibited. Shrubs and trees shall be pruned Street Trees (Sec 32.7.9.5.D): Large Shade Trees (12"-1y" Min. Cal.), 50' O.C. minimally and only to support the overall health of the plant. parallel to road or Medium Shade Trees (VI 1-y" Min. Cal.), 40' O.C. parallel to road 4. All new planting shown on the plan will be completed after Berkmar Drive & Timberwood Boulevard: 750 LF building and road construction to avoid tree planting damage. Required: 750 LF / 50 = 15 large trees 5. All disturbed slopes 3:1 or steeper to have low maintenance Provided: 15 large trees & 5 medium trees ground cover. 6. Contractor shall plant all landscaping by the first planting Connor Drive (outside of easements): 212 LF season following the issuance of the first certificate of Required: 212 LF / 40 = 5 medium trees occupancy within the development. Provided: 6 medium trees Private Road A: 656 LF Required: 515 LF / 40 = 13 medium trees on each side Provided: 9 large trees & 19 medium trees Private Road B: 380 LF Required: 380 LF / 40 = 10 medium trees on each side U I � D Provided: 4 large trees & 16 medium trees Pavement 36,948.9 0.85 21.6% -588 �-A / x • RO 586- tin p mac. - 'A f 5 � W M- �� v s_� e _ s s� / S—S� S _$ S \\ f w—W W—y W W—W—W_W— _Wl VIII—W—W—W_W—W— w— W' / I --- — PRIVATE [i— N-.acsA � f / -W W- d W-W W,� I T \ IDTH >s -- D / - / O _ I / V lA A-SWIN S� l V i ------ T v - _ \ $ a � eE cH WHIRL -572--LINE OF�IGHT - - - i �f 7 -- _ \ ERRACE -LIMITED° sus—uc ucu __-u�.. _ucu 5- 4_ IIlII' I1 ' \ .,TREES M RUNEDa� uG� JG_ ucu- .I \ I T/ PRO LKJ� u ucu uu I UGO CONNER DRIVE ! _ \ -\-- - -- _ _.. S - _ _ __ \ ucu. u� - uc ulo- _` �� (PRIVATE _���_ _ _- -- -_ '�' _ -- --- - - : RIGHT-OF-WAY) - �_---- _ _-- _ - - -- - ° n. a• J T P \r HUNE �IG(v ° N 40 000 s °m a a 10 WATE Syf D8 291 20 0 20 40 60 Scale: 1"=20' y ENGINEERINGY LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM [�Y1GI. 3AIMP �" )o. 45183 7nUer 8 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: FILE NO. LANDSCAPE PLAN: BLOCK II 20.018 C11 W W W W W W W W W —W W W W W W W —W —W W W W W W W W W W W I W W W W V/ W W W —W W W W V7-- ——=W— :7i] - - - - -i - - _ocKwoo6D�V — — — LaoKwuoDD— - - ———————- (58' PUBLIC R/W) N N cr \580� Y a -- � � I STAMPED COC KBRCK ,a\ c I TP86 I I �-----ter = ---- _-------� a° - r---- as ------- ------- ---- I -Y — >-------------- 1 I m 20' BUILD TO LINE FROG rUG€-O 5Vd- — — / I _ � �- -� 20' BUILD TO LINE FROM EDGE OF SW - I± < 0 20' SANIT Y SMT - m I DB 26 -68 4 I —_ C / I NEW 3 0' ACCESS ESMT I ` — 20' NEW I E20'ACSA NW STORM I / 86 SANITARY SEWER ESMT I GUES SP E ESMT BE IIND EA H l� ITIL -�- ------ H -- -f--- DEICK--F---- L__ z ----- - - - T------- ----- - I ° INEATE - - - --.a- -- " DRIVEWAY (TYP I ; I I PRIVATE ALLEY H c�i ri AREA USED FOR LANDSCAPE =- f a> CALCULATIONS: 0.80 AC Will MI NEW J / CENT A -- ACSA _ MAIL AREA. \ \ SANITARYESMT \ \ ash / / ! / —592 594, _ / L I W, -598 PROPOSED LANDSCAPE SCHEDULE: BLOCK II Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy Total Canop SF T���I Large Shade Tree Quercus robur English Oak 14' 10 329 3290 ((S¢¢ l j <Y Large Shade Tree Ulmus americans American EIm 1 " 6 397 2382 Evergreen Shrub Ilex cornuta °Burfardii" Burford Holly 18" 10 57 570 TOTAL PROPOSED BLOCK CANOPY 6242 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 LANDSCAPE REQUIREMENTS LANDSCAPE NOTES: Canopy requirement (Sec 32.7.9.8.A.2): 15% of total site area 1. Contractor to apply 4' diameter by 2-5" mulch bedding around all proposed trees, and Total residential site area: 0.80 AC mulch bedding around shrubs. Required: 2. All other landscaped areas shall be sodded. 0.15 - (34,848 SF) = 5,226 SF 3. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, Provided: mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned 6,242 SF minimally and only to support the overall health of the plant. Street Trees (SEC 32.7.9.5.D): large shade trees (12'-14" Min. Cal.) 4. All new planting shown on the plan will be completed after building and road construction to 50' O.C. Parallel to road avoid tree planting damage. Required: 5. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 302 LF/ 50 = 6 Large trees 6. Contractor shall plant all landscaping by the first planting season following the issuance of Provided: the first certificate of occupancy within the development. 6 Lame trees SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Pavement 1 9,643.1 0,221 9.8% C L Lic. 45183 SET TRUNK PLUMB, SEE C L _:_:._:_.f�:___:_:::. )o. PLANS FOR EXACT LAYOUT .p 11 II In 6 AND SPACING 'Pa l �� S SIONAL ONE CENTRAL LEADER Eiji:.} ? iiiii_.: N D M O COO INANT LEADERS, UNLESS SPECIFIED) ORIGINAL SHOULD PA SLOPE SS ARBORTIE R E UIV. S O Q .... ::�. ��:�::::�: ��'::�::�::�: �:-::�::::�: �:::::::::::::: :::::::::::::: THROUGH THE POINT WHERE THE OAK STAKES T'XT' TAKE SQ. ...... TRUNK BASE MEETS SUBSTRATEISOIL SET 180 DEGREES APART ::... °::..:.:::::::. .:.:..... ROOT PACKAGE ;::OUTSIDE >>;;:<:;::.;>;:::;:;;: ;;:;;;;;::;;;;::' FINAL SITE DEVELOPMENT PLAN ....... PRIOR TO MULCHING, LIGHTLY TAMP .......... SOIL AROUND THE ROOT BALL IN 6" ................. SEE TREE PLANTING DETAIL ......... ....... _ S TR P I G A � _ "'' LIFT T O BRACE TREE- D O O T OVER S O RAC TR ONO O HTC AREA TOP OF ROOT BALL SHALL BE ........................ .......... ....... ..... FOR STAKING ... c :l: :i?"' .�. ....:::{:...:::: :.:.::. .. COMPACT WHEN THE PLANTING :::::::::... 2" AB VE FINISHED GRADE O ISH G ...:.::::::::::::::::::::::::::.:.::.:::::::.. ....... �:::::::::::::: ::�:: li';ii' } ...... HOLE HAS BEEN BACKFILLED. POUR :: ::roc::::.. .4i7}:5:di: :ii}i:�iii::: :::::::.:ii7i:41i:)iii7:.. _.{: ::.. ......................:::... WATER AROUND THE ROOT BALL TO T O WNH O MEC -- ROOT MODIFIED 00 O I S SETTLE THE IL. S SO V 4" LAYER OF WOOD CHIPS. NO MORE""--"' ................ '- REQUIRED ... ... THAN 1" OF MULCH ON TOP OF','::}}:;[i:::.;-i.:2,:rii ROOT BALL. :::::::2`: ?_::�;'• „_ LOOSENED SOIL. DIG AND TURN ROUND -TOPPED SOIL ..ii_:.`:iir::.". :. ci r THE SOIIL TO REDUCE THE BERM 4"HIGHXS"WIDE COMPACTION TO THE AREA AND ALBEMARLE COUNTY, VIRGINIA SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE ROUND -TOPPED SOIL BERM ABOVE ABOVE ROOT BALL SURFACE SHALL .. CENTERED ON DEPTH SHOWN. B M I S SUBMISSION: SIGN: 4" HIGH X 8" WIDE ABOVE 8E THE DOWNHILL o 3" DOUBLE -SHREDDED ROOT BALL SURFACE SHALL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL SLOPE AND ROUGHEN SIDES OF 2020.10.05 HARDWOOD MULCH. BE CONSTRUCTED AROUND - PERIPHERY. LOOSENED SOIL. WATERING BERM THE ROOT BALL. BERM SHALL BEGIN AT ROOT REVISION: SHAPE SOIL SURFACE TO PROVIDE BALL PERIPHERY. - 4" LAYER OF MULCH. NO MORE THAN 1" OF T DIA. WATERING RING MULCH ON TOP OF ROOT BALL. ORIGINAL GRADE FINISHED GRADE I TREE PIT DEPTH EQUALS ROOTBALL REMOVE BURLAP, STRING, AND '' -- EXISTING SOIL y-;' DEPTH. MEASURE BEFORE DIGGING WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING FINISHED GRADE >. a RDDTHALL DIAMETER DIM. EXISTING GRADE SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. a� SHRUB PLANTING -SECTION L3X ROOTBALL DIAMETER DIM. TREE PLANTING DETAIL C12 Not To Scale 3X WIDEST DIMENSION OF ROOT BALL - �TREE ON SLOPE C 25% (4:1) to 50% (2:1 C12 Not To Scale FILE NO. 20.018 LANDSCAPE PLAN: BLOCK III C12 / Not To Scale C12 595 590 585 580 575 570 565 560 555 550 9+50 10400 10+50 11+00 11+50 12+00 12+50 13+00 13+50 BLOCK II: STORM PROFILE Al-A8 SCALE: VERT. 1"=10', HORIZ. 1"= 590 590 585 580 575 570 565 560 555 A4 44A m 0 <0 m `0 + o r.o to 0 n I�Na Sri¢ z vl. n EX, w ao a GRADE NEK--- GRADE 24.48 LF n -A5—HDPE v �' 2 70% :NEW 18 HDPE TO z 0 A3 � z N. NEW 15" dDPE N mn ,n FROM A5 INV. IN 5 6.05 F.z o > Z - Z 9+50 3 BLOCK C1 3 SCALE: VER 590 590 585 580 575 570 565 560 555 10+00 10+50 SH 3 ORMPROFILE A4-A4A _10 600 1 595 III; NEW GRADE - 590 585 580 Illf 575 Illl 570 Illl 565 lli 560 llf 555 ll. 550 Ill 545 l 595 590 585 580 575 570 565 560 555 550 14+00 600 595 590 585 580 575 570 565 560 555 50 I NEW EX. { _ EX. N I � � - GRAD- GRADE - - - 491- _L -9" -. _. _ �A MIN ��.. alp- - IL SEPARATION w 0 w m rrn RiT}ON -_ - � o m - __ EX'.- - z @I - @J 1 _ - ----` — C9 0 00 `:...z -j NEW - GRADE- 0 -. 0 - Of - - i i I II „ SEPARATION- d z N O I I I I 5 10+00 10+50 11+00 11+50 2 BLOCK II: WATER PROFILE BRANCH 2 C13 SCALE: VERT, 1"=10', HORIZ. 1"=30' 10+00 10+50 11+.00 11+50 BLOCK 11: WATER PROFILE BRANCH 1 SCALE: VERT. 1"=10', HORIZ. 1"=30' 12+50 13+00 13+50. 14+00 5 10+00 10+50 11+00 11+50 2 BLOCK II: WATER PROFILE BRANCH 2 C13 SCALE: VERT, 1"=10', HORIZ. 1"=30' 10+00 10+50 11+.00 11+50 BLOCK 11: WATER PROFILE BRANCH 1 SCALE: VERT. 1"=10', HORIZ. 1"=30' 12+50 13+00 13+50. 14+00 - EX. GRADE - ===7 7j 12" MIN. SEPARATION a a _ a. vi .. NEW GRADE - _ — — — — - 12" MIN.. sin SEPARATION _ �O i° z y-NEW - ,! GRADE - ?„ DIP `�- w� a cn 1n fo OR --- -- _ ... 18" MTf, SEPARATION- 90' VERTICAL @ BEND rrp. O m U _ _ 1.2° MIN.- SEPARATIO vc9i N : N CU CD ? U - w a 12+00 12+50 13+00 13+50 14+00 14+50 15+00 600 595 590 585 580 575 570 565 560 555 550 545 15+50 600 m 600 595 595 -r EX. n o`Oi GRADE + 590 -� - - _. ----� 590 o NEW zad ;y GRADE w o z+M 585 sn-< - z C' I 13.35LF 15" HDPE PIPE 580 FROM- 31- � 75%- -- 580 INV.-PE7 = -576 - 92:68 LF 18" HDPE- STORM o oo 0 575 575 X. 242.GP - ;° z OU+ 570 DI--13 >z 570 �z - 565 565 10+00 10+50 11+00 BLOCK III: STORM PROFILE Al -A2 C1 3 SCALE: VERT. 1"=10', HORIZ. 1"=30' 14+50 600 595 500 585 580 575 570 565 560 555 550 15+00. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Lic. )o. 45183 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: FILE NO. STORM SEWER & WATER PROFILES Cl 3 605 600 595 590 585 580 575 570 565 560 555 550 9+50 600 595 590 585. 580 575 570 565 560 555. m o r•i 7' _ =moo 0 3 a o NEW GRADE V) / oo- Jn - - 69.83 LF 8' o 0 � SDR--26 @.2.867 niKi aco � EX. 8" F z. �� SDR-26 - o - INV. IN - - z 560.02 - > Z z > — Z — _ xo� w wo �n a Q o _Z �' o U 1 F SI -- � z 0 U -- oa SDR-26 0 911.T -IKV. - � 595.52 - �- 0 550 z 545 - 9+50 10+00 10+50 11+00 BLOCK II: SAN PROFILE 1A-4A C14 )SCALE: VERT. 1"=10', HORIZ. 1"=30' 11+50 12+00 12+50 13+00 13+50 14+00 14+50 1Q+00. 10+50 11+00 11+50 12+00. 12+50 13+00; 13+50 14+00 14+50 BLOCK II: SAN PROFILE 2A-2D � (`t4 )SCALE: VERT. 1"=10'. HORIZ. 1"=30' 600 595 590 585 580 575 570 11 BLOCK III: SAN PROFILE 1 A-4A SCALE: VERT. 1"=10', HORIZ. 1"=30' 605 600 595 590 — 585 580 — 575 570 565 560 555 550 15+00 600 595 590 585 580 575 570 565 560 555 550 545 15+OG SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM i � I Lic. l�o. 45183 600 NAL 595 590 FINAL SITE DEVELOPMENT PLAN 585 HTC AREA C 580 TOWNHOMES 575 ALBEMARLE COUNTY, VIRGINIA 570 SUBMISSION: 50 2020.10.05 REVISION: FILE NO. 20.018 SAN. SEWER PROFILES C14! / i. �.� I - - 2-CAR 7230 720° u CQT _ _-- -- k81 \ U 00 \ GARAGE (TYP.) _ 71 -_ IM_. / 7•j4p3B i '/�`/- i/ NEW 20 \� f_ i� \ \ \ \ (wIN sEA F \ (TYP.) _ _ _ - _ - - -- TPP \ TGEA SE 20' F 1 t- \ LOT 35, LOT 34 LOT 33 LOT 32 LOT 31 LOE 9T a 400900' \ \ - SJ 35.8 F LOT 30 i7691 SF _ _ \ ///62 \'BTYP.)�® -`� 1,627.8 SF 1,280.5 SF 1,278.3 SF 1,276:4 SF 1;276,-S -- t— 14 GB 2916-22— \ R�ArMNINO W L \ H .- " /i - M'Ax BERKMAR PATTERN - -s 1 R C A 0 _— EA �\ TO LINE FROM OGE GE S /' E-ORRACE - / 20 _-1 _! E14a3 TERRACE LIMITED' > - - - - - - - - - - - - - - - -- - - - 6S C _ r vARIAI'�L RUNE / - - - - - - - - - - - - _- - - _- _ - - ._ - - - ._ - _/ O�j urn€, \maw - f-- O F 5. uu SIGN l TmsTITO BE N TO NG s SIDEWALK .� \ PERMIT mElRtEm - _11 - - _CONNECTS T EXISTING SIDEWALK 12 9 — — — — — — — — — — — — - l� � 7a.4G' _ RMIr T / _ — _� — i 12---------- - - ----LINE OF FE sca e / — i 615iAN o / C _ - - - -� . I _ R 2+00 . °.:� w t3 SF 0•T ';�•. - __ - ✓ •...�-f 0, Ql`9 1,41 SF 1,870 REp 3P1G6 _ _ _ _ _ �J < +50 \ {� luck -E swoT 1� -to j,4 0. _ y 0' WATER T —� 40' ACC _ _ 1 /� • .. 5 ACCESS ESMT \ � \ / r �\� �� I \ i � I '__ _ ._...- ,..LOT fi r' 1 fi8A SF a_ - 2f1�1\T411YIESMT---I-_ v _ - - - `� I v _ _ _ _ 2_GnR_-- -�� 6 Qi'kDS-- '� _ _ -. _----- LOT 4SF 1,5 i ,i. GyRASE 93-°` 92ee / <'�� I \\\��- _ D�.�916-2 / �" - - - ------ 3 SF NEW31' _-`58 as / DB 2916-22 / - \ f - - 291E _ _ LOT 1 268 4 L27 S \ as (TYg 2 a \ ---- _-----___ LOT2 262.2 SF ACSAME- 92 --- -- - /I/l- - - - - - - - - - - - - - - - __--ASE __- --` EMAIL AREA T - LO%1SF 125fi.25F L ' - - "o - m ° , ._.. _r AR ' --.,.A.2� � T RKING �_ P L 1 BLOCK II: HORIZONTAL SDR ON CONNOR DRIVE ROAD A 3 BLOCK II: HORIZONTAL SDR ON TIMBERWOOD BLVD & ROAD C C15 SCALE:1"=30' '� C15 SCALE: VERT. , HORIZ. 30 0 30 60 90 30 0 30 60 90 Seale: 1 =30' Scale: 1 `30' HEIGHT OF 580 575 570 565 560 M DD oii555 10+00 EYE = 3.5' 10+50 GRADE T 580 575 605 - 600 595N YL3-5' — — -- GRADE 280' SIGHT DISTANCE LOOKING. LEFT _ GRADE HEIGHT OF OBJECT=3.5 _ _ 605 600 595 - T DISTANCE LOOKING RIGHT HEIGHT OF OBJECT=3.5' — - 61 0 605 —III a >IG '- kTT DISTANCE LOOKING - EX. 570 of Ci 590NI Di�. N! o- cO Oi of C) N M N 590 —`� _ RIGHT -GRADE HEIGHT OF 10+00 10+5.0 11+00 N+50 12+00 12+50 _ E)(. _ 600 OBJECT 3.5' 565 4 BLOCK II: VERTICAL SDL ON TIMBERWOOD BLVD & ROAD C GRADE C15 SCALE: VERT. 1"=10', HORIZ. 1"=30' ro� l �M�1 MN.,N 560 5 'BLOCK II: VERTICAL SDR ON TIMBERWOOD BLVD ROAD C Rd Q0 w �� SCALE: VERT, 1" 10', HORZ: i1"=30' � In� �' � w 555 11+00 11+50 12+00 12+50 13+00 BLOCK II: VERTICAL SDR ON CONNOR DRIVE & ROAD A SCALE: VERT. 1"=10', HORIZ. 1"=30' 590 585 — EiGF T OF EYE = 3.5' / v / F v - -- - --- ---------- — — — — — / ZC7I;RWCIOD�RTVE--------- ----- --- -- --- — — — — --- 12+77 12+5 CT \ — (58' PUBLIC R/W) - - -- - - - - -- -- -- -- 12+00. ✓ - - - - - - — — — — — — _ �=1¢}�- Grp. �. 500' To COMMUNITY ST 185' To UVINGSTON DR 12+86 -. -- -- -- 280'-- --- - -- -- -- -. - ti12+gip INE OF SDL __ - - - ' 72+ .110+50 5 2 - 6y TYR.wM _ - - _ STAMP 0N _ - - - - BRICK 84 _ - - - - - - - POR f _ c_�- 68 - - - - - - BUILD TO LINE FROM EDGE OF SW > \ - 20' BVILp TO LINE FROM EDGE OF SW D' SANITARY SMT / LOT 1 > _ D 32 0. •• 3,Bta1 SF _}-g5p �3 LOT 4 LOT 5 ,,, J / LOT G LOT 7 LOT a LOT 9- LOT 0 - O P 1,a54.2 SF 1.654,2 6F 35152 SF g4 3;515: SF D1,654.2 SF 1,654.2 SF 1,654.2 SF 3933.3 S ACCESS ESMT /a \ 20' NEW r6__'�BLOCK III: HORIZONTAL SDR ON LOCKWOOD DRIVE & BLOCK III ENTRANCE6 SCALE: VERT. 1"=10', HOR1Z. 1'= `EX. GRADE I -- 2 -81GHT DI;STANI^F Inn ------------------ �rI OE -NEW — 580 GRADE Ex. -- — — 575 GRADE— m 00i o I�)'_ �t0 NN CA Il'0 MN 00m oE c 0 r-t mad 570 q) .uO to N Lo In 10+00 10+50 11+00 11+50 12+00 12+50 BLOCK III: VERTICAL SDL ON LOCKWOOD DRIVE & BLOCK III ENTRANCE C1 5 )SCALE: VERT. 1"=101, HORIZ. 1"=30' 30 f 30 60 •# 595 ELGAT-C 590 - OBJECT--3.! 590 �#ErtGMT-OF - 280-51gHT DISTANCE LOOKING RIGHT - _ - 585 EYE = 3.5'- _ II -EX. GRADE- 585 580 NEW j 575 580 00 GRADE In 00 Do ao 10i v 0)I�Im ro'� N.In mm � w M 575 0- N in N.,un N,In. — N_ _ N In 570. 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 BLOCK III: VERTICAL SDR ON LOCKWOOD DRIVE & BLOCK III ENTRANCE SCALE: VERT. 1"=10', HOR1Z. 1"=30' 595 590 585 580 575 13+00 FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: FILE NO. 20.018 SIGHT DISTANCE PROFILES C15 36"MIN 24' 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE HALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG. S-3 ACSA: SEWER PIPE INSTALLATION (TYP.) NOT TO SCALE Face of Cu Imiett Line 61n 18in R 1 R 3 in 2� Rtft6in 12 r 1 � X. / Buildef's Option Area may be corErete \I Bottom of curb may fo0ow s)ope of subbase provided a minimum depttr- of 7 inches is maintained. ift0in Mn/-y 2ft0in RdCU kop Y 2 )VDOT: CC-7 (ROLL TOP CUR C1 6 NOT TO SCALE s-ae C W D MOTH OF. ENTRANCE ELBTIXG CN PR�DSEO yDM. O4 SIDEWALK SPACE ."MOO,U. 5 E F F Y EIPNH90x awNT N L%R E e ENINNAE y " E W a S m F. w LRE EXPNISpX JDINi pENgIN LE WID♦yN� MMWWUY ;a I85UTE IT ECZ OF PAV NT EW,W LMITB CF GE[I. LINKS Di PEp µCE55 RWTE® a ACO RWTE® UWnvED SPACE NtlN TPµER5P9:E' JNPAVEl1 SPACE PEDESTRIAN ACCESS ROUTE DETAIL AOCITORk. RON7-01-WAY 6 RE RED F HAIL Ll OF PEDEETKIµ ACCESS ROUTE 1Y4BELurts EXISTING ON PROPOSEC VCCT T-Of WAY. ® PCU[sTMpV c Ss HDllrc. ANDVCE A CORTNW WdBSTRLCTEC.BTXH.ETWM AND SL4 RCanN TANI 4M4o' PATH CONECTWC ILL ACLEESIE£ CEMENT. CF A 4-40.0 VYllFACL'BT FECES 6M.K.i M. 55 RUIITEE5 =EAR G eAix of euRe. MX1. wloT s oLC0 Is X. SECTION F-F • IF F40RT.EAN fCLYRS ROUTER M AE BEING RMVNEO.A -11 A R1. ROS E WBTH I£. REDLWEO NITn A bµ.2/. CROSS SLCFE. HALF PLAN C •'4 .'e EHEN YSEo w CONJUNCTION x WITH srNloAfH1 Na pt 6-T, rxE _ RACE . MATCH TO SE MJU TO xATCH TIE ' WCON6 , WIMTA9lE GIR9 CCNFXKMPTUN. eoo: •4 •'ev PMIABOLIC SECTION E-E NORMAL GUTTCR ® 4e4e4 e4 •C%TU ICY CHANCE R9- a d41AT' eY be4e LvTey v?'A wA55 A11x.E.5) COxG. W AMOR. BASE TYPE 2 3EE 28 ® PqN! 12x MAN.XOPE OF GIUDE CWWGf .p'. iCR CWB µp CUiiER gYLY y 4Ao^'4L4.4"•Te -..a OR W K C !1 wlilEA P s I] x N0.VIMUM INCREASE IX SLOPE AT YNMIIY N' WIERVALS 9Y4T C.SECTION SECTION D-D C SECTION C-C •.: 3 x uAOMOM w aOFE RGR Flrsi reATEN Ara MCRfAS[ M z MA ARM DfcREAE FOR sucaco"c NuswN m' NlfwvNs E TPEwFILATMx �VDOT R ENLACE STANDARD ENTRANCE GUTTER µre 0 BRBCE S (FOR USE WITH UNPAVED SPACE BETWEEN CURS & SIDEWALK) REWSIN wROIO sx.' EEI I aI 1 .1 502 VWG"A DEPARTMENT OF TRANSPORTATION DI(8 r 203.2 �VDOT: CG 9 DRIVEWAY APRONCG 9 DRIVEWAY APRON C1 6 )NOT TO SCALE 11111111111112� SHAPE TI OFCONTOU OF OUTLET FIRE B"GET SECTION A -A METHOD OF TREATMENT W DROP INLETS •• NOTES; SHAPING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH �\\ THIS DRAWING ISTO ARMY TO THOSE STRUCTURES SPECIFIED\ PLANS ON$ OR WHERE INVENT OF PIE IS MOVE INVERT OF SLOPE TO BRAN TO INVERT OF STRUCTURE. OUTLET PIPE ARMHOLE NET ET IS TO BE FORMED AND CONSTRUCONSTCONSTRUCTED,NSTRT / - A IN ACCORDANCE WITH NUCLE STANDARD OR SPECIALCONSD DRAWING. THE INVERT M DETAILED HEREON TIN TO CCLAST OF A A B CEMENT CLASSPORTLAND CLIENT CONCRETE F OMMECONFORMING GGR TO CABS AS OR CAMS THAT 25% OF COARSE MAY EXCEPTDIAMETER UP TO 4R M AND OF STONE. BROKEN 4 TOW. BROKEN IC WTE OR N CON BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SUFO E SURFACE TROWELLING. SHALL BE LEFT SMOOTH BY MEANS E HMO POMD. LNG. NOTE OF THE COARSE AGGREGATE SHNL RENNIN IXPOSED. . W - DETALS OF RWERT SHARING M SHOWN HEREON ARE FOR EXANPLE - PURPOSES ONLY. EACH MANHOLE ON DROP MEET S TO HE SHARED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND WILEY CONFIGURATION AND MOW LOES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES Ina STANDARD METHOD OF SHAPING REFERENCE ROM AN` ADMos MANHOLE & INLET INVERTS SHEET i OF i I ABANDON DATE N2 DB.OB VBNGNA LEPMTiElR OF TRASPORTAt 4 MANHOI Cl 6 NOT TO SCALE M-7, bA 7B DETAILS OF CONCRETE COVER AND GRATE I a 5,-4,• 2" gAMETER BMW 10.88 LBS./FT. DETAILS OF GUTTER AND NOTES OR N0. 14 BILLET STEEL BAR W 7.65 METHOD OF PLACEMENT LES/FT., (ASTM A515, )WADE 60. 1. GRATE A IS TO BE UTLEEED N TE A LOCATIONS NOT NORMALLY NOTES _ - SUBJECT TO TRAFFIC. 1. d-) NO GUTTERS. 2. GRATE B IS TO BE UTI EED N D1-7A NO GUTTER N OE DIRECTIN. LOCATIONS NORMALLYd-)B GUTTER IN BOTH DWECTKNS. SUBJECT TO TRAFFIC.A 2. JOINTS BETWEEN W1TFA5 /!D COXGETE COVER3. FOE DETALB OF LOM CARRYING ARE TO BE DOWELID WITH 4N X 8" SMOOTH ye•XJ!g MUTE (ORATE B). SEE T-DI-7. RODS L ARPRO%. 11" C-C TO PREVENr SETE,IRL•X2yA"M/�' SHEET M'09' WENT. N LIEU OF DOWELS A 2" X 4• NOTCH NAY _ CONECTOR DETAIL A 4. CONCRETE COVER AND GRATE SWEEPSTANDAD T-d-3, 4 ALTERNATE DESIGN. SIN TO BE FURNISHED AS A I- GRATE TYPE SINGLE ANT. WTSOE 3. VARIABLE 24 DIE FLATTER. �B I OR IN 1150'0• BAILS DILEMSBNS OF tLR//ATE ro PLAN VIEW SERGI PLAN" Itt REO'D.1 OR J'-V' % 2'-11/e" (GRATE B). 4. DITCH GAME MUST BE ADJUSTED TO MEET OFTMENCE N ELEVATION. SEE LONGITUDWAL 1} SEE DETAIL ;,, li 5. ALTERNATE NET7(ODS OF SECTION. m1 AC�PTEER. ORING IF1 OVEDLLBY�IME 5. F DEPTH <AR BECOMES LESS THEN V LENGTH } 3y" ENGINEER. BY THE WNW [ENGINEER. BE IXIENOED M DIRECTED SECTION A -A SECTION B-B 6. CRATE AND COLLAR ME To BE GAVANIM S. CURTAIN WALL TO BE LOCATED AT THE END OF GRATE A THE PAVED DITCH SECTIONS OF THE DIVA W BM SPACING CHART 7. CONCRETE COVER MAY M DI-78TH T ARE HOT ABUTTED BY OTHER APPNOXWAM OUANnm GRATE MRMI gAETSION PRECAST OR CAST N PLACE. CONCRETE REWSAENO TYPE A B S. CONCRETE TO BE CLASS M IF CAST 7. F NORMAL DITCH GRADE IS TOO FLAT TO A.LOW CAMS A3 STEEL IN ACME ROOD PSI F PRECAST. FOR ADJUSTED CRUDE TO INLET A SPECIAL 0.423 C.Y. ITS Les. E 3. GUTTER DETAIL WALL BE REdr*& ON INNS. I I fl 1 1• 9. GRATE BARB TO BE PARALLEL TO pTCH FLOW. BA4A I .T 0.. �•b -ems 11� , SEE NOTE SEE ROTE SECTION A A SEE NOTE 3 SEE NOTE BOTH SLOPES MAT ONE BIEEN SLO rA ANT TEPE ONE ROPE L _ Qc _ WON NET nA° �'•, o DR,I'CX WTTER (WADE BACK UP BERM BE FRONDED D I i ADJUSTED TO MEET5 M DIRECTED BY THE 6, - -' NET ELEVATION ENGINEER (OF7A OAY). TYPICAL ELEVATION sa NOTE 3 ;EE N0� �� "T°LN oR SEE TE { SEE NOTE 3 �I GR FLATIFR ONE STEEP SLOPE -OE MAT POPE BOTH SLOPES STEEP APPROXIMATE QUANTITY FOR ONE DIRTNI DUAL, LONGITUDINAL MCTRN MEASURED FROM BOYTOI O< MITTEN (WHEN NET IS LOCATED MOVE NORMAL DROLL GRADE) CONCRETE CLASg A3 0.241 W. YDS. SEE NOTE e. SPECIFICATION ROM AND ``VocE s STANDARDS STANDARD MEDIAN DROP INLET REFERENCE SHEET 2 OF 3 REVISION DATE 12" TO 42" PIPE 241 1043J VIRSNA DEPARTMENT OF TRANSPORTATION 503 5 VDOT: STD C16 NOT TO SCALE APPRO%MATE WANTITES CONCRETE DI-) OVA q-10 CLASS M tW.YOs.) NONE 1.2n 2148 DIAN DROP INL cc-6 NOTES: I. THIS YEN MY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS M F CAST IN PLACE, 40D0 PSI IF PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 30D FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS R/gAL COMBINATION CURB L GUTTER, 4. FOR USE WITH STABIEZED OPEN -GRADED DRAINAGE LAYER. THE BOTTOM OF THE CURB AND GUTTER CONSTRUCTED PARALLEL TO THE SLAPSH,YL AND TO THE DEPTH OF THE PAVEMENT. S. ALLOWABLE CRITENA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION N SPEED AS SHOWN IN I_._4" -Li�2" R OF THESVOOT ROAD DE _ SIGN MANUAIPENDIN A t4i DS AEA MAY CC AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER 105 5UR VIRGINIA DEPARTMENT OF TRANSPORTATION 7 VDOT: CG C16 NOT TO SCALE THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF T' S MAINTAINED. V. VO6 201.03 DI-3A 3B, 3C EDINT W KEYED EXPANSION JOINT 3'-10" FOR DETAILS OF MLET JOINT BARS " APPROACH FRAME L COVER COAST. BACK OF SIDEWALK JOINT GUTTER SEE Si,ANpARD M-2. ` j BAR G W PR BARS G. +.. ., T' GU TER \ B RS F 6' 8 6" o W BM C.2„ I SUBBASE m 2" FHA BM5 B n g �, MSG HARDWARE �1 o W . WEEP HOLE. c SEE NOTE a Z/II. II\ W.N. PLAN MN SECTION A -A f'A L-VARIABLE - AIMF 10'MAX. KEYED CONST.JOINT . 20' WARPED 2'-6" 6" 3'-0" 2" GUTTER e, B Sg BARS A �RER H 'm i3 . i TR y1 __________________ __`-'. B S G j- 0'.. E 'A{I�^/�1/t BASS F BARS E .,..B _}C� I TV •3" DIAMETER BARS E WEEP "DUE FRONT ELEVATION BARS F a I a• s^ BARS B (CUTTER REMOVED) V/^ Sz'A^ BENT MATE Ll SECTION B-B TYPE A NOSE DETAIL SHILL BE USED WITH CG-3 6 CG-7. STANDARDS / R L2V "X21/z"XI/" GA1/MIZED TYPE B NOSE DETAIL SHALL BE USED WITH CC-2 M CG-6 STANDARDS. TYPE A TYPE B y2 X .4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68•30' TO ANGLE IRON AT 2-C-C. CONNECTORS AND IS TO HE ANCHORED WITH yz' X 4" STUO SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C, 2 MAR. PAVEMENT DI-3A L� DFM L D1-3C . . -'WARPED PAVEMENT -{ ��1 o FLOW FLOW I/y FL9. -I 1 'CL/\P!¢/'-1DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER BOTH SIDES TO BE SWMETRICA_ ROM MD BRDOS MDAPDS SPECIFICATION STANDARD CURB DROP INLET REFERLNEE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104.09 06/ID VIRGINIA DEPARTMENT OF TRANSPORTATION 3,; 1 7) 8 �VDOT: STD CURB DROP IN C16 )NOT TO SCALE %" MN-1 T COVER A DITOS❑DZ\ ONITIN ' ❑❑ C ❑❑ ❑❑D LTTERNG Y.O. T. I OPTIONAL❑❑ U Ot❑0❑a❑ El / \ ❑❑ ❑ ALLY APPR . ❑ ❑ Q . COMESS SOWEIGHT E -� PLAN TOP 11. DIAL SECTION A -A ,ye- MACNNEp 24. DIX r COVER B _ z214° DIAL I (- 1 TRAFFIC , Q CONDITIONS �t]1 1-I�I F�(� A El 2E' DRA �'" R '� F 0.CJ�_0.J-JA j y h" 1 LETTERING 1, /� OPTIONAL �❑ ❑ / ❑lJ ❑y\''I / LC ' APPROX. WEIGHT il• `-J-F-�LG FRAME TOP EITHER COVER A OR B MAY BE USED WITH FRAME. 22" pA APPFKIGHT COVER X1700Los. $ II IT MACHINED SECTION A -A SHEET 4 of 5 4E6KATow M°a STANDARD MANHOLE FRAME AND COVER 2Y4 REV. 7/02 J01 VIR IN,A DEPARTMENT OF TRANSPORTATION D6.W 6 VDOT: STD MH FRAME &COVER 1 6 , NOT TO SCALE OH2A, U. IC EXISTING OR PROPOSED SIDEWALK. SEE NOTE IS EXPANSION JOINT BACK OF SIOEWAK EXPANSION JOINT ESA �w CBC-1W FIRR-C RACK CONTROL . 2..2.. g. IiC PLAN VIEW A GALVANIZED MO 6 % 1r2 1 f1 2° l"HERB B BARS WEEPPADDLE SEE NOTE 8 1' DI-313&DI-3C) CALV BANS A-1 W f0" C-( a q'CC BARS C • W C-C BINS A W BI^ C-C SECTION B-B 7" EMS A-1-W '` 21/1y21/�'•I(y� rS OPE of IPPHOACH SURFACEI CALM. NWX12 -WARPED SECTION D-D E SUFACE C-C WELD ,..g, Wiv CAN. WELD ALL NOR Vi' % 4" STUD SHEAR SECTION C-C CONNECTOR AOECREASE TO T' TO COUM FRONT ELEVATION WHEN NET 15 USED SECTION E-E 11 WITH MEDIANS. •. - WAITED GUTTER - --I F- L I BANS Mt MPROMH WTTER 1 7 Y. 1 s1T I 1 _ J - � I h .• � y2I� `OW MEE NOTE S. X I//. I I. GAIV/NZFD XV4'I L n BAITS A-1 r SEE NOTE 6 BENT p1ATEs $L[pE _ .+PPRO W u i i BM5 - SUFAQ C C FOR USE ON GRACES BARS B W/.•YI" STW - LLL ��� / 5E 01-2C �L s } BM5 F :>MB'$' C-C S �ROMCWO xTo C G! TYPE A WARPIA.CE TYPE B F NOSE DETAILS L_111WI i� OW EPHOTE 5 TYPE A NOSE DETAIL SHALL USED WITH CG-7 STMIOMD. �� TYM a NOSE DETAIL SHALL SE USED WITH CG-S STANDARD. OF BB !0 Nq AT FOR F R TYINCHCIR O BE SE�IIT�X04N �ANGLE FOR 115E N BARB SECTION A -A SHEAR CONNECTIONS WELDED TO BENT PLATE AT 2'C-C. BOTH SIDES 10 BE SYMLETDCA FOR STEP DETAILS SEE STD. $T-I. ROM AND BR�STANDARDS STANDARD CURB DROP INLET I wCEmAcON SHEET I OF 2 REVISION DATE 12" - 24" PIPET MAXIMUM DEPTH (H) - 9' 233 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION M2 VDOT: STD, CURB DROP INLET (DI-2A) NOT TO SCALE 4"- 3,000 PSI CONCRETE 00000 00000 4"-VDOT #21A BASESTONE _ COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 10 TYPICAL SIDEWALK SECTION C16 •/NOT TO SCALE 1.5" TOP COAT OF SM-9.5A SUPERPAVE " BASE OF BM-25 6" VDOT #21 A !!!!]:::�2 RA.BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED ��TYPICAL PAVEMENT SECTION NOT TO SCALE SEE STAWARAD SL-I FOR APMICASUTY OF SAFETY $LABS. MH-1 NAME jRAME L COVER 1B HE TOP OF MASONRY 15 TO BE LEFT ;IXFIgENTLY LOW TO PENMT PROPER L OF COVER AND FRAME TO WTMENT GAME BY THE USE. IF MORTAR OR m BRICK M DIRECTED BY THE ENGINEER. WSUBSTITUTE➢ MAT6LMTOv AS C£TALED UL'�Li N77 ON $TANpAROT-IMH-2 MAY g1 FOR TAPERED APPROVED BY EC ETIO"NDW AM 'Ae'•A DIAMETER=+'-B r 12 . WALL TDCKNESS) h SECTION B-B CONCRETE OR BRICK CONCRETE BLOCK 45• HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES 1. OUANTITIES SHOWN ME FOR MANOLE WfIHDIfT PIPES. THE AMOUNT DISPLACED BY,. PIPES MUST BE DEDUCTED TO TABLE OF WANGTES DEPTH BRICK MAHOLE CONCRETE NA:DLE BRICK CONCRETE CONCRETE FEET THOUSANDS W.YARD$ CU. YARDS 4 0. CIS O.76s Lon 5 OJ 6 0.765 TOM 1.961 7 to LD a795 0.785 2,485 9 1.4 0.785 2485 9 1.5 0.7a5 IO 1.to D]95 3=9 3,455 11 LB 0.970 3455 12 2.2 0970 3.817 Es 25 09 0 A v 9 0. 2 8 09 70 15 3.1 0.910 4 4 903 1B 3.13 0170 265 5.265 O LD IJ7! 6.032 INLREMEHr 1 0.45 0582 OBTAIN TRUE WANTRES. 2.A BASE THICKNESS OF 9"WAS USED W COMPUTING CONCRETE QUANTITIES, 3, INCREMENTS TO BE ADDED FOR EACH MORIWAL FOOT OF DEPTH. 4. MATERIALS MAY HE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK S.IF BLOCKS ME USED THE MINIMUM THCKIESS OF SAME IS TO BE 5"- OTWA THCNESSES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO SE CLASS A3. 7. WHEN SPECFED ON PLAYS THE INVERT ACCORDANCE BE SHAPED IN THECSW STADMO $-i. ITN THE MAT OF FMONTG TO THE SHARING IS TO BE DINCLUDED IN THE NO PRICE FOR THE STRUCTURE. SPECIFICATION RI}EwRENCE MANHOLE FOR a DEPARTMENT1248µ�PIPE CULVERTS ROM ANR`6MHHWW�E S STANDARDS REVISION DATE SHEET I OF 3 04/20 Dfilm VDOT: MH-1 DETAIL NUI IU SCALE �4- 1 T R ? i •,- %..%. e. SEE NOTE I :e--%-:i• :I.e. .:i OF3 IDLES' L THIS REM MAY BE PROR CART N MADE. 2. LroXCREfE TO BE PRECAST OR A3 F CART IN MACE, 4000 PST F PRECAST. ]. FACCEE OFVMBi WLLLBBE PAO FORM ROD iKSSCURB. ONG 4. THE OEPiH OF CURB MAY BE WXXM M M1CN AS ]• (I31. W. OR INCREASED M MACH AS 3- (21- DEPT W N ORKIR THAT THE BOTTOM OF CURB WILL ODNCDE MORN THE TOP OF A COARSE OF THE PAVEMENT ]RIB$ OTEWRSE THE DEPTH IS TO BE SIT AS SHOWN. ND " M RIDE NO 5 70 SE WOE FOR A DECREASE OR AN INCREASE N DEPTH. SCG,2 S 10 BE USED ON ROADWAYS MEETING THE REOMEM ENTS FOR CG-6 M SHOWNN APRIDE A OF THE VDOi ROM MINOR MANOR. 9EO%AIYN STANDARD 6" CURB 502 VIRGINIA DEPARTMENT BY TRANSPORTATION FEU. M1.01 13 VDOT: CG-2 C16 NOT TO SCALE SHIMP ENGINEERING2- 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: FILE NO. SITE, VDOT & ACSA DETAILS C16 FRAME & COVER +' CCH,I �E- 1 11 . 3/4" MALE PPE COU-LING OR A= RoaE EAUAL (SEE FIG. S—I—D,E) SEWER SERVICE LATERAL CONNECTION NOTES: t 0 1 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE STREET SURFACE OR AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS Lu NON -PAVED AREA SOFT �a"DER FOR USE ON ATTACHED 9NGIE FAMILY INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE J z SLOPED AREA RESIDENTIAL SERVICES OH MUAL RE"JCENTIAL ANG IRMGAMDN SERVICES LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE '• ; r<r.'rr,% r,r.r TIE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 1'-O° MAX 2'-0" ° 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL USING A 3000 PSI CONIC. BASE BE CONNECTED PIPE SADDLE. BENCH SLOPED TO FLOW Now- NO SMEATE• FITTINGS �� 2. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT ) 21 CHANNEL 1/4" : 1' MIN p RUBBER COATED STEEL 3'-0" MIN :)UAL SERVICE 2 ,. r p STEPS CAST IN PLACE I" SiMFRE$90h . 3/4' MALE °M1'E [CJrIINC 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN p M� __ . PRECAST REINFORCED OR APPRONEO EQUAL DIAMETER OF 4". A, . '�� CONCRETE SECTIONS 12"' MIN "0" RING SEALS 4 16" MAX I" TYPE x• - scFTCOPPER 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. BRANCH MINIMUM ELEVATION01 12 —� A I DIFFERENCE ACROSS M.H. 5" 4'-O" 5' FCN USE ON UETACHEU 9NGYE FAMILY SALT FROM INLET TO OUTLET e; Inncivcm WERE A" IRRlcan°" TREATED SHALL BE 0.20 FEET, VARIES FINISHED GROUND a „ 2 DEPTH OF FLOW CONCRETE FILLETS SINGLE ERwcE MARKER CHANNEL TO BE 3/4 DIAMETER OF ij �.DCLES SHALL E E Nac PRE CONTRIBUTING q ' CAST IRON LIP, F SEWER. a d e. e n 12 FTNEMED GRADE A FILLETED INVERT FOR A SMOOTH FLEXIBLE CONNECTION NOTE: TRANSITION OF FLOW BETWEEN aili"In — ER WITH STAINLESS STEEL ALL CONNECTIONS TO INLET & OUTLET PIPE SHALL BE PROVIDED. BOX II (INOU BAND EXISTING MANHOLES SHALL MIN. 6" BEDDING NOTE W/ NO. 68 STONE U + 3G' MIN cnRREHSELIER w BE CORED AND A FLEXIBLE � PLUG END OF CONNECTION " BOOT " 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE :)EN- nurunc� 9s MAIN LINE SERVICE LATERAL � INSTALLED SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. _ SECTION 0 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 1 A,M9�,m: :...5,,. • —METER i QYa•l ern 450'01, EXTENDED OR NON —EXTENDED BASES.'`' 's ``' 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED AS NECESSARY NECESSARY TYPICAL MANHOLE PLAN INSIDE AND OUT. SMD BOX AN[) SETTER (2-INCH 4 �:��-,ti+'I,fK,'.�}: .�'i�+'r*rf,� LONG STONE 0 ET. PVOOT SHOWING BRANCH TIE - IN TYPICAL MANHOLE SECTION %"NPA"°00ESSI ""' `"'' ° �CFO�"O57A`°¢G� SHOWING BRANCH TIE—IN TYPICAL SERVICE LATERAL INSTALLATION NTS N.T.S (5/8T' & j METERS) IN LINE WYE-TEE FIG. S-1-13 FIG_ S-I-A PLAN NTS FIG. W-6A VARIES TD-27 TD-25 M-10 R T ACSA: TYPICAL MH TIE IN PLAN VIEW 3 ACSA: TYP, MANHOLE SECTION BRANCH TIE-IN 5 ACSA: TYP. SERVICE LATERAL INSTALLATION SEWER SERVICE LATERAL CONNECTION �� NOT TO SCALE C17 NOT TO SCALE C17 NOT TO SCALE , N.T.S. FIG. S-2 NNW TD-33 PLACE - aLACE 5' GALVANIZED " wlrNEss POST WITH GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL APPED ENDS PAINTED BLUE IN REMOTE AREAS - IIaECTED MARKER LOCATION MAY BE SUBJECT 7 ACSA: SEWER LATERAL CONNECTION ENGINEERING2- T HI H'"-Y 'E"-''TI.IENT APPROVAL. NOTE: MIN. 60' DIAMETER MANHOLE REQUIRED. LAND PLANNING - PROJECT MANAGEMENT C17 NOT TO SCALE qEP � q DROP MANHOLE PVC CROSS � , 24" IN 24"MINE B" 8" INITIAL BACKFILL 8" 8"912 E. HIGH ST. 434.227.5140 FMTH 2' USE APPROVED FLEXIBLE RUBBER o q BOOT. MN MIN. \ MIN. MIN. CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 1 0 6" BEDDING u ? #68 STONE It T-I'LE T -FFII FATED GASKETEDSTABLE o STOP COUPLING_I_ SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL F ( 0 LT — 27• —. LI I DROP PIPE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND NOTE: HYDRANT MUST BE ? A A PIPE STRAPS (STAINLESS STEEL) THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. EQUIPPED WITH CHARLOTTES - ;1 L z SPACED EVERY 2' VERTICALLY q q VLLE THREADS WHICH IS THE LOCAL STANDARD. / '. 90' RESTRAINED BEND �/m �i711V11' > A ",: SEWER FOUNDATION IN POOR SOIL UNDER —CUT CONDITION LENGTH OF BRANCH VARIES It Lic.T�o.45183 N < INFLUENT a PIPE 6' MIN 2' TO 10' A� I ICI S I- 4 e. (270') l I • > A ' A q. • SEWER PIPE 18"-22" VALVE BOX S S'1ONAL - y -- -1 M J. GATE VALVE PLAN 4' I INITIAL BACKFILL 4 MI 7 CU. FT. #68 STONE UNSTABLE a` a" B. s" SOIL MIN. MIN. _ MIN MIN. #68 STONE O PROFILE MIN, 6' BEDDING WITH. ND. 68 STONE - =GRANULAR FILL AS = APPROVED BY ACSA • ,-, ,. 6" GATE 42"MIN, o' ' .. VALVE: 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO � `STABLE . �, . •� 8" X 6" FINAL SITE DEVELOPMENT PLAN I STABLE SOIL OR ROCIt� SOIL OR ROCK I�, (2)FEET. TEE W-�TE Ll' 1E l4 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C,SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKETJOINT. NOTE 2500 P.S.I. CONCRETE 'w " BASE AND THRUST HTC AREA C i 1 BLOCK AGAINST d 3. VERTICAL DROP PIPESHALL BESTRAPPED TO THE MANHOLEAT PIPEJOINTS. STRAPSSHALL BE MADE OF 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. UNDISTURBED STABLE TOWNHOMES ' STAINLESS STEEL. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. SOIL. STEEL PILE 7 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT RESTRAINED JOINT FITTINGS TO SPRING LINE OF MANHOLE INVERT. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. WHEN THE SOIL IS DISTURBED OR WHEN ETE 4 2'x 2' BEARING AREA. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED A HYDRANT IS LOCATED IN A FILL, IN ADDITION ALBEMARLE COUNTY, VIRGINIA TH T L 1 S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. TO POURING CONCRETE, A STEEL PILE SHALL Q' IN THE TRENCH' BE USED AS ADDITIONAL SUPPORT. SUBMISSION: 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 4 C 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION., OR 2020.10.05 • 4 r, TWO 8" DIAMETER DROP CONNECTIONS. 4 a DUCTILE IRON WATER NOTE : REVISION: STANDARD INTERNAL DROP CONNECTION PIPE INSTALLATION & BEDDING 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. N.T.S. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT NiiTE IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE FIG. S-1-C2 NITS FIG. W-2 3.(FINISHED N GRADE SHALG DITCHES L SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. TD-30 TD-2 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. TYPICAL GATE VALVE IT IS NOT ALLOWED IN THE DITCH. 4 ACSA. INTERNAL DROP CONNECTION �* 6 ACSA, DIP INSTALLATION 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF NTS REQUIRED TO BE IN WET AREAS. THE WEEP HOLES SHALL BE C17 NOT TO SCALE C17 NOT TO SCALE FIG, W-5 PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. FILE NO. 20.018 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL 2 ACSA: GATE VALVE TYP, N.T.S. ACSA DETAILS C16 NOT TO SCALE FIG. W-4 TD-8 g ACSA: FIRE HYDRANT ASSEMBLY C17 NOT TO SCALE C17_ HOUSE 4"- 3.000 PSI CONCRETE 4"- SPOT p21A BASESTONE OMPACTED SUBGRADE MIN. CBR:=6.0 TO BE FIELD VERIFIED OPEN SPACE I 46 I I M SM-9 5A SUPERPAVE (11.) 2" BASE OF PM-25 (WTYR) fi VDOT 21A BASESTONE (TYP.) COMPACTED SUBGRADE MIN. I CHI 0 TO BE FIELD VERIFIED (TYP.) 5' 6' LANE ROAD LANE CG-B OPEN SIDWALK PLANTING tI CL SPACE STRIP 1�)ROAD A: SECTION A -A C18 SCALE: 1:10 > ROW ROW I 20.06' PRIVATE START OF STORM ANOTHER CASEMENT 20.00, EASEMENT EASEMENT 11.00'�--t13.0(�'� ROAD I CL I 22 1 r l8% 22 I. 1 62 I I______________________I 4"- 3.OW TOP COAT OF PSI CONCRETE SM-BSA 4"- VDOT N21A SUPERPAVE (TYP.) BASESTONE 2" BASE OF COMPACTED SHE BM-25 (TVA.) 6 VDOT H2TA MIN. CBR=6.0 TO BE FIELD VERIFIED BASESTONE (TYP.) COMPACFED SUBGRADE MIN, CBR=6G TO BE FIELD. VERIFIED (TYP.) HOUSE OPEN 5' CC-6 LANE ROAD LANE CG-6 SPACE SIDEWALK CL 4 ROAD A: SECTION D-D C18 SCALE: 1:10 2 )KUAU A: AEU NUN L-t_ C18 SCALE: 1:10 PSI CONCRETE 4"- VDOT y21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED I PAVED DRIVEWAY 5::�ROAD B1 SECTION A -A C`18 ) SCALE: 1:10 ROAD A: SECTION CC SCALE: 1:10 31,01' ACSA EASEMENT -8.00'T10,08' I I I I I I CURB & CURB & ROAD APRONET CONCRETE ) AIRDN� CL ,I 1 22 2% e% 29. 2% 8% CLASS A3 10P COAT OF (H.E.S) CONIC. SM-9.SA SUPERPAVE (TYR) fi" AGGR. 2" BASE OF BASE TYPE 1 PM-25 ((TYP ) SIZE 2IB fi VDOT (/21A BASESTONE (TYR) COMPACTED I SUBGRADE MIN. GBR=6,0 TO BE FIELD VERIFIED (TYP,) IEWALK GURER LANE ROAD LANE PAVED SIDEWALK CL ENTRANCE cc 12 NOTE COMPONENTS 0[ CURB RAMPS CONSIST Or THE FOLLOWING'S CC '2 A NYBflMAIt CEMENT SIDEWALK IRPTH IN MCIES,AREA M SOUARE 'MOST CURB WHEN REWWED CG-2 OR CG-J W LINEAR FEE11 ERAp598LF GENERAL NOTES 1. NNE pf iECl:VxC WARNING SNM-L BE PROW°EO BY iPU+ICAtEp OOL25. DETECTABLE WARNING SURFACE (AREA W SOUARE YAWS) EACH M THE ABOVE ITEMS K A SEPARAIE PAY REM AND SHOULD CONSTRUCTION ♦5 DOWEL. B" LONG 0 I2" C-C .OMi S' 1 Vi BE SUMMARZED FOR EACH CURB CUT RAMP. MIN. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL WE1 THE REOURRMENI$ OF SECTION SEA OF TIE SPECEICATIONS FOR CC 12 DETECTABLE WARNING SURFACE 'DE RAMP 12'1 MANE 'd 4' DETECTABLE WMNWG SUTACE PRODUCTS USED SHALL W TRIM THE MATERIALS 48.4 MA% . 2 MPRBVED PRODUCT LIST AIMBLR 72. 3. SLOPING WES OF CURB RAW MAY BE a)URED MONOLITHICALLY WITH RAW FLOM OR BY L5WG PERMISSIBLE CONS1RUCrM JOMT WITH WWRED BMS. C REQUIRED BM5 ME TO BE W0 5 X B' PLACED 1 CENTER TO CENTER AONG 4 01 ry`5 10, B MAP MAX B FLOOR. MaCEPIX OF RAMP [LOOK. NARROW10'A B°INC. SIDES OF TEgETE TYPICAL DESIGN COVERXY/3RAYP YA% CURB B AND c E TOPE KE 0 CURB 5 ROADWAY I CUR GUTTER S 1RMSTENS ADJ NT i NAMES IMPS MC INME RE IN FOR CURB X c1Ra GUTTER. FOR PATHS THE FOR TYPE A PERPENDICULAR \ � `TO 200IF GUTTER PM ENGT TO 20H irWOWN RATE LENGTH -� v ED SHAPED WIDTH OF SKEWK WI AND SHARED USE R ARE H UL MA b- CURB CURB THE CURB RAMP SHAM MATCH SIDEWALKPATH. WIDTH WHEN CURB RAPS USED W 'R'! A \ ~ CONJUNCTION WITH A SHARED USE PATH, THE NNWW WIDTH SHALL THE MOTH BE E T!'K1 -A,`1 ^�Y l�p N tA�S A� ` RAVytIpV GUTTER SLOPE CUT TER PM MA%TN4 SLOPE ZO.1 OF HALE SHARED USE PATX. y Mnry MP i0 2P1 LNRdIGN RAMP LENGTH T DETECTABLE WARNINGS SHALL EXTEND THE FULL WITH OF THE21 MAY �{ P' A' CURB RAMP LARDING FLOOR.f ` t!=TYop-E 8-'O" YM, 4'-0' W. 8. CUB RAMPS WIL BE NSi ALLEO ARE LOCATED WITHIN P6DESTRW4 CROSSWALKS AS SHOWN ON PLANS OR AS DRECTED BY THE ENGINEER. CURB RKNS SHOULDNOT BE LOCATED BEHND WHICLE STOP UWS.LENT POLES, FIRE HYORMTS,DROP INLETS, ETC. B BACK BF CLWB 20'1 B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PAONDED THAT PARALLEL TYPE A THE CURB OPENING 6 PLACED W11HN THE LASTS OF THE CROSSWALK AND THE THE CONNECTION THE CURB OPENING WITH BUFFER STRIP p TAT %ME AT or 5 ERPENOCULAR TO THE CURB,{T,rGCY.Y ,5�v Z�' [\�^"2'MIN10. I.V NSECTION A -A DIFECIABLE WARNING SURFACE PANELS SHALL BE MSIKLED FLUSH WITH THEBACKOFCURBN/Y'r X 11WHERE CURB FA6+5 INTERSECT A RMAK SECTION OF CURB AT ENTRANCES 4I m. y mONSTREET =I.EA� CONECTNWS THE DETECTMAE WARNING SURFACE SHALL HAVE "m XX x'� ftY6510LE A [ACiORY RADIUS OR BL ILELb-MODELED AS RECOMIENOFD By I1f CONSTRUCTIONMANUFACTURER IO MATCH THE BACK OF CURB SEE CG-12M5 PAGES 20406 JOINT AND 204,0T FM METHODS OF NSTALLNG OETCCIMUE WARNINGS ON A RADIUS a' VINf _ Al x b MGMER 1HIH \\ DF PEMENT. AT .X x , SAME AS TOP OF CURB TYPE C SECTION B-B EXAMPLE INSTALLATION METHODS - PARALLEL & PERPENDICULAR NOTES: SEE PLANS FOR LAYOUT TRUNCATED DOME I FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF S. 6' 2.4" C-C W O J. TUNS XWN TO SE USED FOR CONSTRUCTION THAT INCORPORATES %DER SIOEWKX. LARDING LANDING RAW N L D 0 0 0 0 O O O O 0 0 0 0 O O O O O O O O O O O O O O O -}F V 0 0 0 O 0 O O O O O 0 O 0 O O a I4' WIDE) REQUIRED AT TO' OF CURB RAMP. 4MNe.UM CURB RAW LENGTH B FEET FOR NEW CONSTRUCICNI, 3, GUTTER PAN SHALL BE 4 YANIMUM SLOPE 0[ 200 AT 1K RAMP OPENING. a. DIAf.DNK RKCI cNi 15 !bl PCRNiTED. /I =j G 13/1 NO _Y 3 N Q 0 0 0 a O a O O O O O O O O o oU oo 00 a 0000000 a 00 1, W�ALK u o 0 0 0 0 a a 0 0 0 o a a 0 0 50155V OF a NECTMLE WARNING E R o0 0 o D o 0 0 0 0 o Q Q o o CROSSWALK CRO AT BAN or cDRevMNSTE FULL WIDTH e< RAW FL oa iI TYPIC PLACEMENT SEE NOIF H rAV LIMrs TYPICAL PLACEMENT AT INTERSECTION DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING AT INTERSECTION WITHIN CROSSWALK INSTALLED ON A RADIUS DETAIL DETAIL WITHIN CROSSWALK (WITH BUFFER STRIP) `VDDT A COPY OF THE GROW& SEALED AND SIGNED DRAWNG 6 ON FILE N tXE CEN[RK OFFCE SPECIFICATION SPECPKATDN ACOPY OF THE ORIGINAL SEXED AND SIGNED GRAVING 15 ON FILE N THE CENTRAL OFFICE. VDOT CG-12 DETECTABLE WARNING SURFACE R"E"`"" �`�E"`E CG 12 DETECTABLE WARNING SURFACE ROM AND BRINE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION S05 50A 105 50A TYPE A (PERPENDICULAR) APPLICATION VIR &NIA DEPARTMENT OF TRANSPORTATION ROM AN`BRIGE STANDARDS SHEET 1 OF 5 REVISION DATE 0a/I9 REVISION oalE 0N/19 SHEETz GI 5 204.01 20n 02 VDOT: CG-12 GENERAL NOTES 10 SCALE 8 )VDOT: CG-12 TYPE A C18 NOT TO SCALE cc 12 A INS DOWELS 6" LO1G " PERMISSIBLE AT Er, C.0 ,I I_ CDH5TRUCTIDY s'MM JONI J.. z-I N=� • MK pe Q9 MAX ^mlP7 y 12't MAX 5 B Lm\, P�L RMp RWIP JJ# WITH BUFFER STRIP tSEE TABLET SEE LMILI TRMSRIIXN GUTTER PAN SLOPE L/ A To 201 THROUGH RAP LENGTH s MM 7RMSLIMN GUTTER PAN SLOPE- t0 201I THROUGH RAMP LENGTH GUTTER PAN MAI SLOPE 201I 121 9NxT 0•, 5'-b' HRN SHAPE TO NATCH FACE WITHOUT BUFFER STRIP OF ROADWAY CURB RACK 201aRB 4 .RIMNMI EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT Mac 4enm n LAE SECTION A -A DETECTABLE WARRIORS ATTRACT PERMISSIBLE CURB 1 CONSTRUCTION CROSSWALK 121 )IMP "A. r � F � SECTION B-B o,RSS CORE CIPN NOTES: ONE DIRECTION ONE DIRECTION I FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. WITHOUT BUFFER STRIP WITH BUFFER STRIP SEE SHEEI IOF 5. _ 2 THE REQUIRED LENGTH OF A PARALLEL RAW 6 ENDED TO IS FEET. REGARDLESS OF THE SLOPE. 3 GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20-1 AT THE RAMP OPENING. ♦ DIAGONAL PLACEMENT IS NOT PERMITTED t" TYPE B PARALLEL APPLICATION ROMWA' LRABE W PERCENT MINIMUM RRAMP LENGTH 4• CURB 6" CURS 0 6 I 5 T 2 5 B 6 9 B ;T s D 5 B IA 6 CROSSWALKL = -el -nRR CflOSSWKN /TII COIYJ2TE A CIPOSSWKK ��Ij1I TWO DIRECTIONS SMALLER RADII TWO I c16AS�KLARGER RADIIWITHOUT BUFFER STRIP WITH F ITTHH BUFFER STRIP VHF A COPY OF THE ORIGINAL SEALED MD WWO DUWNG 6 W FEE W THE CENTRAL OFFICE, SPECIFICAl10N ROAD AND STANDARDS CG-12 DETECTABLE WARNING SURFACE RE`EflENGE SHEEI 3 Ot 5 REmsroN OArE TYPE 8 (PARALLEL) APPLICATION 10p 02 204 DJ CA,* VIRGINIA DEPARTMENT OF TRANSPORTATION 504 io VDOT: CG-12 TYPE B C18 NOT TO SCALE DRIVEWAY HOUSE HOUSE HOUSE ROAD B;: SECTION B-B C1 8 SCALE: 1:10 PAVED DRIVEWAY A `5 yN PERMISSIBLE CONsi 1 BHT x c X`� o 6" 4 lYP N \ d TRIN9TIpN GUTTER PAN SLOPE A EDGE OF PWIVENIHP" /,� p TO 201 THROUGH RAMP LENGTH AT Xx. SAME AS TOP OF CURB \I E Co 2% � 29. 1 � 4"- 3,000 CLASS AJ PSI CONCRETE (H,E.S) CONIC. 4"- VENT 821A 6" AGGR. BASESTONE BASE TYPE I COMPACTED SUBGRADE SIZE 21B MIN. CBR=6,0 TO BE FIELD VERIFIED 5' SIDEWALK BUILDERS OPTON: AREA MAY BE CONCRETE. BOTTOM OF CURB MAY FOLLOW SLOPE OF SUB -BASE PROVIDED A MINIMUM DEPTH OF TIN IS MAINTAINED PAVED o DRIVEWAY CG 12 INS Raw 31.00, ACSA EASEMENT ROAD CL TOP COAT OF SM-9.SA SUPERPAVE (TYP.) 2" BASE((iiOF 6DWOE 8 1A) BAB"TONE (TYEF COMPACTED SUBGRADE MIN. CS -CO TO BE FIELD VERIFIED (TYR) GUTTER LANE ROAD LANE 3' PAVE CL RIBBON DRIVEWAY CURB HOUSE I I I & a I 11.49'-11.49' )7 ROAD - 1 -= ,. CL 1 - 29, 82 2% 2_ 4"- 3.000 OP COAT OF______________________I PSI CONCRETE SM-9.5A 4"- VDDT /j21A SUPERPAVE (EYE.) BASESTONE 2" BASE OF PM-25 (TYP.) COMPACTED SUBGRADE 6 VDOT A21A MM. CBR=6.0 BASESTONE (TYP.) TO BE FIELD VERIFIED COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED (THE.) w CENTRALIZED 2' LANE ROAD LANE CG-6 5' OPEN HOUSE m aLl2 MAIL AREA GUTTER CL SIDEWALK SPACE (PAVED UPS g PARKING) W ry BROAD C: SECTION A -A C 1 8 SCALE 1:10 ROAD B: SECTION B-B 42.42' 3LOD• I 20.54' ACSA PRIVATE EASEMENTSTORM EASEMENT - I � I I I M I ROAD CL SM-9.5A SUPERPAVE (TYP.J 2" BASE OF pm-25 ((TYP) 5 VDOT g21A 4-- 3,000� P51 CONCRETE 4"- VDOT #21A BASESTONE COMPACTED SUBGRADE u BASESTONE (TYP.) MIN. CBR=6G COMPACTED TO BE FIELD VERIFIED SUBGRADE MIN. CBR=6G TO BE FIELD VERIFIED (TYP.) LANE ROLLTOP LANE ROAD LANE GUEST N SIDEWALK OPEN DI-7 OPEN CURB CL PARKING Li U SPACE (AS) SPACE SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM E�yI ` lSt lYl. JAIwWFA 45183 10 0 10 20 30r Scale: 1 "=10' FINAL SITE DEVELOPMENT PLAN HTC AREA C TOWNHOMES DETECTABLE W A- J GUTTER PAN MAXIMUM SLOPE 213:1 2 MN >dd LA.dK LMLR TANGENT PLAN 1 xx EXAMPLE RADIAL INSTALLATION 5. N x x TF\P� SHAPE TO NATCH FACE FACTORY EDGE TO OF ROADWAY CURB N FACTORY EDGE 2'-O' WN. 5'-0' M. A iYP 2'K SOETECTAI)LE 2'WN 2'MN. WARNING PANEL TYP AT x .2* HIGHER THAN BACK M CU 11,11AX 4 - 1 EDGE OF PAVEMENT 20 1 GLEN:H AT Xx. SOME AS TOP Of C6 DETECTABLE WARNING SURFACE DASHED LINE - :nr^ EXAMPLE CUT 'BI'j E'W�W : - .. ctAR PATTERN EXAMPLE BLENDED TRANSITION_' SECTION A -A 1 a FOR RETROEi oR 4TTERAN0NS MY) NOTES a u- 1. A MAXIONSMUM WHERE THE DETECTABLE BACK OF CURB SHALL BE AVE A ECTRA %M aODi 4} 2'. 3'DETENEL A MATCH R 2" OFFSET FROM THE BACK UR CURB SHALL HAVE A RADIOS r0 WARNING PANEL MATLM RAjXU$ OF THE OMB. DETECTABLE WARNING PANELS SHALL HAVE A TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRACE I,PERCENT MAINUM RAMP LENGTH IN FEET a- CLWB 6' CURB 0 2 3 6 4 e 0 6 O S 8 6 IS 2'. 1'DETECTMLE FACTORY RADIUS OR IF APPROVED BY THE ENGINEER MAY BE FIELD MODELED Y. 4' DETECTABLE F-WARNING PANEL AS RECOMMEND-ED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. WARNING PANEL \ I 2 JONTS BETWEEN DETECTABLE WARNING PANELS SHALL BE FACTORY EDGES, CUT SEES OF PANELS ME NOT PERMITTED TO ABUT ADJACENT PANELS. CROSSWALK� /? \ / \ 3, NMAC ALIGNMENT OF COMES ON ADJACENT PANELS THAT WILL BE MODIFIED TO EXAMPLE PLACEMENT AT INTERSECTION WITH BUFFER STRIP / \� fi .... 1-.� / FIT A RADIUS MN us SHL BE urANED WHEN FELE MODIFYING DETECTABLE TECTLE WARNING PAYELS- NOTE•S: 4. DETECTABLE WARNING PANEL SIZES SHOWN ARE FOR EXAMPLE \ / PURPOSES. OTHER PANEL SZES MAY BE USED IN ORDER 10 MANTAAN U FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5, i / \ CONSISTENT ALIGNMENT OF THE DOMES FEW E%H CURD AMP LOUIIG4 . 2 THE SELECTION OF CURB TYPE M° TCONFIGURATION OF THE BUFFER STRIP MAY VARY HE `FACTORY EDGE TO 5. BLENDED TRANSITION CURB RAMPS ME FOR XTCRAIIDN SITUATIONS TO MEET EXISTING FEUD CONDRDNS AND ROADWAY CEOMETRKS PROVIDING THE DP512D LINE \� / FACTORY EDGE WHERES1MpARD dRECiIONX CURB AMPS ARE NOT FEASIBLE WE f0 SlE OWNSONS AND SLOPES ME AS NOTED. EXAMPLE CUT \Vl CONSTRMTUTS . BLEND TRMSITM CURB RAMPS EE E NOT PERMTIEO 3. THIS COMBINED MPARXLEL I PDR NDKALAB DESIGN CAN BE USED WITH ADJOINING L/ PATTERN 2'. 3'DETECTABLE FOR NEW CONSTRUCTION BUFFER STRIP LADING AT BOTTOM OF TWO %OPM. SIDES WITH 5 X 5 MIN, 04ANSGNS. WARNNG PANEL 6. PARTIAL DETECTABLE WARNING WAS THAT ARE THE RESULT OF THE SHORT PfRPEA9KULAR RUN TO THE STREET CAN BE PROTECTED BY A LANOSCAPED SETBACK OR CONNECTED TO T SIDEWALK WITH A WARPED SURFACE. CUTTING PANELS SKOULO BE GROUND FLUSH %TN THE PANEL SURFACE, 4 GUTTER PAN SHALL BE A MAXWNa SLOPE OF 201 AT THE RAW OPENING. 2. GARS BETWEEN ADJACENT DEIECTABLE WIRING PANELS ME NOT PERMITTED. THE REQURED LENGTH OF A PMALLEL RAP 6 5. DIANNA. PLACEMENT IS NOT RERIATTED. IL SEE BARS FOR CROSSWALK MINTED TO 15 FEET. REGARDLESS OF THE SLOPE. NMNIHGS TURNING MNFAs ROUT[ WIDTHS M A COPY OF THE OMQNX 105 I I rrc L. LrAYfNLLCE a rcrtrclYUIL.uLl 502 VRGMA DEPARTMENT OF TRANSPORTATION I VDOT: CG 12 TYPE C C18 NOT TO SCALE MADE CHANGES, MO RAF CONFIGURAIIONS. �VDOT VDDT A COPY OF THE MIOINK S-'XED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE SPECEFRATION ROAD AND MODE STANDARDS ROAD A,° MIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE :VISOR DATE S-11 4 OF 5 SNEEI 2 DI zA.Oz REVION DATE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS 5Dui D♦AN 2W.04 20NEW OA/iR VRGNYA OEPARTWNT OF TRANSPORTATION 12 12 VDOT: CG-12 METHOD OF INSTALLATION \ C18 NOT TO SCALE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: FILE NO. ROAD SECTIONS & VDOT DETAILS C1�