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HomeMy WebLinkAboutSUB202100124 Plan - Revision 2021-09-16ROAD PLAN LEGEND EXISTING NEW 10 1.00' 0 2 '7r 5i 31 r B f ® ❑ Psi C q Oq DESCRIPTION boundaries BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACANT PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT site text NOTES PARKING COUNT DIMENIONS ground GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT EVELVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS building BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING material CONCRETE/PAVEMENT-SIDEWALK RIPRAP ASPHALT GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE FENCE STREAM utility UTILITY EASEMENT UTILITY POLE LIGHT POLE OVERHEAD UTILITY MANHOLE sanitary & sewer STORM LINE ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT STORM SEWER EASEMENT SEWER LINE SANITARY EASEMENT water WATER LINE WATER METER WATER VALVE AND BOX FIRE HYDRANT WATER EASEMENT gas GAS LINE PROFFIT ROAD TOWNHOMES SOUTH OWNER/DEVELOPER Albemarle Land Development LLC 1949 Northside Drive Charlottesville, VA 22911 PLAN PREPARER Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22903 (434) 227-5140 ZONING R15 - Residential per ZMA 201800019. See proffers Sheet C2. SETBACKS Front: Minimum 5 ft from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way Maximum 25 ft from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way Side: Minimum 5 ft, unless the building shares a common wall Rear: Minimum 20 ft Building Separation: Minimum 10 ft, unless the building shares a common wall DISTRICT Rivanna SOURCE OF TITLE DB 5160 PG 296 DB 512 PG 516 PLAT SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. (April 15, 2019) w/ topography provided by Axis Geospatial, LLC (March 14, 2019) BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 4, 2005 (Community Panel 51003CO285D) this property does not lie in a 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 Albemarle County Service Authority. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 10. Due to required distances from lot lines and structures as required by the NFPA, underground propane tanks may be prohibited. Plan accordingly. GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. ACSA GENERAL WATER & SEWER CONDITIONS 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. the contractor will be responsible for notifying the proper ACSA officials at the start of the work. 2. The Albemarle County Service Authority shall have access to use the airspace above the locations of construction for the flight of unmanned aerial vehicles for the purpose of imagery collection. 3. 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 contractor shall, on his own initiative, locate all underground lines and structures, as necessary. 4. All materials and construction shall comply with the current edition of the general water and sewer construction specifications, as adopted by the ACSA. 5. Datum for all elevations shown in national geodetic survey. 6. The contractor shall be responsible for notifying miss utility (1-800-552-7001). 7. All water and sewer pipes shall have a minimum of three and a half (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. 8. All water and sewer appurtenances are to be located outside of roadside ditches. 9. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 10. Trees are not permitted in the ACSA easement. 11. 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). 12. The sewer lateral beyond the connection at the sewer main shall be private. the sewer lateral stub -out shall undergo the ACSA low-pressure air test to satisfy county testing requirements. visual inspection of the sewer lateral stub -out shall be witnessed by the county building inspections department. this inspection shall occur under an "other plumbing' permit which must be obtained by the contractor. 13. The sewer lateral beyond the connection at a manhole shall be private. visual inspection and pressure testing of the sewer lateral shall be witnessed by the county building inspections department. this inspection shall occur under an "other plumbing' permit which must be obtained by the contractor. 14. The fire sprinkler main downstream of the gate valve is private. visual inspection and testing of the fire sprinkler main downstream of the gate valve shall be witnessed by the county building inspections department. this inspection shall occur under an "other plumbing' permit which must be obtained by the contractor. 15. all flushing of fire sprinkler mains shall not occur until approval is given by the ACSA. LIGHTING All outdoor light fixtures shall not exceed 3000 lumens. No other luminaires are proposed BUILDING HEIGHTS Maximum Allowable: 65 ft Maximum Proposed: 30 ft EXISTING USE Single Family Dwelling PROPOSED USE 40 Single Family Attached Dwelling Units, 13.6 DUA Maximum Disturbed Area: 3.32 acres LAND USE SCHEDULE (Does not include right-of-way dedication area) EXISTING Area % Building 2,458 SF 1.9% Travelway 7,244 SF 5.7% Managed Turt/Woods 118,416 SF 92.4% Total= 128,118 SF (2.94 ac.) PROPOSED Area Building 33,000 SF 25.7% Travelway 43,401 SF 33.9% Managed Turf/Open space 51,717 SF 40.4% Total= 128,118 SF (2.94 ac.) RECREATIONAL AREA Recreational area will comply with Section 4.16 of the Albemarle County Zoning Ordinance. Required minimum of 200 square feet per unit of recreational area shall be provided in common area or open space on the site, not to exceed five percent of gross site area. Tot lot equipment provided shall be in accordance with Section 4.16. Site area = 128,118 SF Required Recreational Area = 6,406 sf Proposed recreational area= 5,000 sf + 2,400 tot lot =7,400 sf PARKING SCHEDULE PARKING SCHEDULE FOR TMP 32-35 Required: Per Albemarle County Code of Ordinances, Chapter 18, Article II Section 4.12.6 Single Family Attached Dwellings: Two or more bedrooms, 2 spaces per unit + 1 guest space per 4 units 2 ` 40 units + 4 = 80+10 = 90 Parking Spaces Required. Maximum Parking allowed = Parking Required + 20% of Parking Required = 90 + (90`0.20) = 108 Provided: 9 + 38 one car driveway parking (lots 2-7 and lots 9-40)+ 19 one car garage units (lots 22-40) + 21 (2) car garages (lots 1-15, & lots 16-21) 108 parking spaces provided' SIGNgote: no parallel on street parking is provided. 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 and/or the Charlottesville residency office Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. ITE Trip Generation ITETripGen, 10th Edition AM PM Use Description ITE Qty in out Total in out Total Multifamily Housing (Low -Rise) 22040Units 7 17 24 17 11 28 Trip Generation reflects AM and PM peak hour traffic. MATERIALS NOTE All curb, gutter, pavement and stone applications, and drainage structures shall be in conformance with VDOT standards and specifications. 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. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional requirements and permits for demolition projects. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. VDOT NOTES VDOT's land development south staff (540-967-3715 or 540-967-3716) shall be notified 48 hours in advance of any anticipated road/shoulder closures", "The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at set up and take down to VDOT'S Smart Traffic Center (540-332-9500)", "Copies of all independent testing reports to be submitted to VDOT for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT." "All areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic." And that "Traffic shall be maintained during construction of the tie-in and mill of the adjacent travel lanes." "water lines, sewer lines, etc. crossing future VDOT maintained roads have to be sleeved with ductile iron pipe "two (2) times diameter of the utility line)." And "A video (3 electronic copies to VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be submitted to VDOT for review and approval prior to paving operations. TRASH DISPOSAL AND WATER & SANITARY SERVICES Each unit shall store trash in toters which shall be located on each lot within a garage or a fenced enclosure. Water and Sanitary Service is provided by Albemarle County Service Authority. TURN AROUND DESIGN NOTES 1- All proposed streets have a turn around, the design for vehicular use allows residence and visitors to turn around easily. 2- No Cul-Da-Sacs are proposed nor required in this project because the side streets have a length of < or = to 150 ft. SUB 2021-00124 TAX MAP 32, PARCEL 35 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE: 1°=1000' AIRPORT CENTER uorRa R_ T e Airport Road Auto Center L205 DEERWOOD a Q ti k/ �0 SITE e,rc'r1;,�1 Ad Walgreens Q Prorf/rR S P R I N G F 1 E L D A 8 1 N G T 0 N PLACE The UPS Store Q +a Fed Target 9 0 } , FOREST RIDGE a Food Lion N Tlmberwood Grill 1521 FOREST LAKES &31 Map provided by Google.com SHEETINDEX C1 COVER C2 PROFFERS C3 EXISTING CONDITIONS-1 C4 EXISTING CONDITIONS-2 C5 SITE PLAN C6 GRADING PLAN-1 C7 UTILITY PLAN-1 C9 LANDSCAPE PLAN C10 UTILITY PROFILES C11 INTERSECTION SIGHT DISTANCE PLAN, PROFILES & OPPOSING LEFT TURNS C12 ROADS PLAN & PROFILES & SECTIONS C13 ACSA DETAILS C14 VDOT &ACSA DETAILS C15 SITE, VDOT & ACSA DETAILS C16 MAINTENANCE OF TRAFFIC & AUTO -TURN EXHIBIT C17 TURN LANE WARRANT ANALYSIS J SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227,5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM T ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 FILE NO. COVER SHEET C1 OF 17 18.041 C1 a •' . o . - - , Original Proffers 7C"i. Multi -Family: Off street parking serving multi -family structures shall be OWNER:Ij ° - i —I ° ° y . "t-j p . IF ° _: relegated to the side or rear of buildings s Albemarle Land Development LLC s adjacent to Pr ffi Amendment �, � � pp °., -. � - g g l o t Road and shall i IF, be accessed from the internal road network. p i - ° . p ° '� ° • Residential Units: A maximum of forty (40) dwelling units shall -be built on PROFFER STATEMENT property. = = a ° I , - a.. AND CthelCountyEEthe property TRANSPORTATION record, its sol,I°1o, °�I B Albemarle ° Upon demandINTERCONNECTED by y. marle Land Development LLC t. 2. ZMA Number: 2018-00019 y` expense, aadeed or other instrument (collective) The "deed" establishing an acces;l`:.= ❑.. I" I i y. ) g L4 IF TItle: LLC Member easement for the purpose of providing interparcel interconnectivity. The access easemer J� Tax Map and Parcel Number: 03200-00-00-03500 » shall be for the benefit of Tax Parcel 03200-00-00-029D0 and Tax Parcel 046B4-00 00 ` ° ° „ Tax Map and Parcel Number:03200-00-00-03500 Owner: Albemarle Land Development LLB °� d �u 07_`, 005AO and its owners and users and shall be located to provide access from Tax Parcel " °L 03200-00-00-03500 to any future road on Tax Parcel 03200-00-00-029DO or Tax Parcel ',r 9 - ---. Before e deed recorded, property owner and theCounty ounty Date of Proffer Signature: June Z6, 2019 046B40000005A0Bfthe dd idd th � -� ° � _ shall agree to the terms of the deeds fn lu fng,the agSess-e emenc it location, width,, and Rezone 3.198 acres from R-I to R-1 S maintenance.- „ ]I, X- i, - �a - ALBEMARLE LAND DEVELOPMENT LLC, is the owner (the "Owner") of Tax Map and - _ ,• ° - - q - . .' p in Parcel Number 03200-00-00-03500 (the Property) which is the subject of rezoning application ` ZMA No. 2018-00019, a project known as "3226 Proffit Road" (the "Project"). e Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemai l- i ` ` ' o I - `, e e ° - o I in • I . . _° IF County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be ° I p, - ICI ,.11= applied to the Property if ZMA 20 18-000 19 is approved. These conditions are proffered as a partIn of the requested rezoning and the Owner acknowledges that the conditions are reasonable. Each - - - 71 A g . .� ° r signatory below signing on behalf of the Owner covenants and warrants that they are an g II g 'J �, • ; ,, w�° authorized signatory of the Owner for this Proffer Statement.' �,_;. • ° I ;q. r r 1. CONCEPT PLAN: The property shall be developed in general accord with the plan5 ° titled "Zoning Map Concept Plan 3226 Proffit Road" (the "concept plan") prepared by Shim Engineering P.C., dated December 17, 201R and last revised June 24, 2019 andIF P g g ,il. �. e'. - •°I `,I . . _ ° `� ° �� e � �'. °ti 1a ,I .� shall reflect the following major elements as shown and noted on the plans: ° ° • r of the first subdivision �� e . °ja 8 ��r'•n• _ • Right of Wav Dedication: Concurrent with recordation�. _ °, °�, 10 °_ „ I I" ., ' � I • _ `t6r „ 1. plat of the parcel, the property owner shall dedicate a portion of the propprt�, _ � __ o` °. °e A ° 6, o °o°, ° • � o � o , = a, �;- .` V to �. ° _ , ° � ° along Proffit Road, as shown on the concept plan, to.public right of way o o' - °in - - e° °I I� • Right of Wav Improvements: Within 120 days of issuance of certificate°a't v e a k occupancy of the 20` dwelling unit on the property, the owner shall provide'ii improvements within the right of way dedication in accordance with the "Right of Way Dedication Section' shown on the concept plan. Parking Standards: 'I� e. ° 'f o -. •, •• - ° • e- _° ° P<�� .- _1 e _ ° yr °I t. Single Family De tached and Single Familv Attached. The front fagade f single familydetached and single famil attached units shall face �°' ,. Proffit Road. No individual lot driveway shall enter directly onto Prof - °51 e I. ° 4' II Road- driveways shall onl • enter onto the internal road network. - e a �� y y _ 3 gs� p _��� �r, n ' .....r lea, r °e il'. a" ° ° •p o�°.0�. d.'J° a d'J°J•JI ��I C�ll �-. °0651� II• _•.b� �I` .'d ° nil �° ..b°° ° �.�° �F+' `1 l" lL °P °,nip `� - � iara,���� �. . 'o 11 ° w _ .. off„° pµ d ,1 7.z �o- i. ��- r- k �� °u" e. °a"o °��,. 1 �J-I o �_ `; ,•P�P°— ti.^1° �u o - r� �_u 1 c 'v . _ - 3 . ' i' ° ^ice - -.a �. o-�. - ag �x°° z — _o� e� °7 H �`°FYI",i -1 -.r, p°, �G7 o"p'� �,� 1, a[a - 0 0 . _ 9 f'� °aSd - �d� �oLa x; f�` 0 ° Jl .� �. Q N ;vo°m" °. ° .l I API- �,�o �, .- �, . P The undersigned Owner hereby proffers tha£ tt emgvand development of the Property shall be in SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM conformance with the proffers and conditions herein above. This document shall supersede all T OF other agreements, proffers or conditions that may be found to be in conflict. The Owner agrees L �cr that all proffers shall be binding to the property, which means the proffers shall be transferred to all future property successors of the land. U J S N S IMP Y. Lic. o.4 183 WITNESS the following signature: SIONAL Albem le L d Dle4loptWit LLQ By. �I -� COMMONWEALTH OF VIRGINIA� 6i4:-YICOUNTY OF 41be/rlcf�lct toi� e-I The foregoing instrument was acknowledged before me this 41ay of JGeafe, 2019 by Albemarle Land Development LLC. My Commission expires: MGTCh 3(a aDaO 2"e" E - rNotary Public P U, yG Barbara U. Chumley NOTARY PUBLIC or x Commonwealth of Virginia Reg. N187406 My Commission Expires March 31, 2020 ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 FILE NO. PROFFERS 18.041 C2 Z ► \ __ v / 532 � V L - / 534 -----� \ y28 -\ ��-------- \� c,,cs ❑\ Dense Trees \ ► v \ 530 a \ 530 \ 536 / / \ 536 _ - - - - _ / �N 0 \\ ► / 530— \ \ \ \ TEL — — \ GV PED I \\ \ \ 10 o ,OLE � � OHU — OHU —I- OHU — OHU — OHU — OHU — OHU — OHU — OHU — OHU — HU — ,� POLE N — — — — — — OHU— OHU— OHU OHU— OHU— L`r' g�U , - 1L1L _ _ \ / POLE \ ` \ � I \ \ %,, \' II - 526 Lo 526,9SCk ON o 0 8 --- \ / !jF P°2 08"E 411.6 U c c„ \ FO ND � 2 � 1 RO n FOUND v v J�� $G 456. %\ \ I \ \ \ % /0 N WELL TBR \ h C T.M. 4 4-5A EX. 8" DI S p�. ROBERT G. PETCHEL & \ \ \ \i \ c \ DI SA-f- 524 KATHLEE 0. PETCHEL \ D.B. 296-686 D.B. 1685 1152A 12 PLAT \ \ \ % � \ -9:B_10.69 28 & 29 PLAT \ D.B. 9 -443 PLAT \ I \ \ \\ \ % a EX. GRA%VETBR DRIVEWAY X N� Z NED R1 \ \ \ \ \ / _ ) I / SLEE ESTE 0 ul \ \ I \\ \\ \ I J 532 I I I 00 I EX. BUILDING TO BE REMOVED \ 1 1 EX. WM T s z 1 \ BE REMOVED c \ rABANDON \ C 61c' 4j�/ \ \\ NANTCON I 1 \\ I 1 1 1 N I 1 lip CP Q 8" DI SAN E\X. 8" DI S \ EX. 6' DI SAN -- Q' \� Q _ 1 p- z 52� \ v!v A I\L\\ �70 ALBEMARLE LAND DEVELOPMENT, LIBTREES TBR \I Zrm D.B,,254-160 D.B. 1,794-107 \ D.B. 439 185 PLAT \ QTRES D.B. 51154-753 TBR1�. - r 1 \ \ \ \ \ \ \ I 1 "" T.M. 32-29D I \ \ } 1 \ _r^ - I CHRISMAPLE E GROVE URCH \\ \ \ T.M. 32-35�� \ N 5 I 3.20 ACRES \ �, 1 ALBEMARLE'CAN1 DEVELOPMENT, LLC r' m'p D.B. 2303-626, I \ D.B. 5'�8®-296 � m m Z D.C. 630 THRU 633 PLAT _ .o I I 1 \ r D.B. 1406-131 PLAT ,N �) D B ZONED 1R15 Lam\ cs I o Co Y \ o I 1\ -� D.B. 1011-131 PLAT D.B. 781-200� D.B. 294-5�P5 PLAT I / \ \ 0 I \ \I p \ \ ZONE j`R1 \ SI\ V` 9 E0P\ O \ \ CP N / - 524 rn u cbA' - �`---_\ REES TBR — _/k / I 11 9 oI ► Dense �Tree I I l - 52A IRON - - - - - - / 1 I FOUND - - - � g� I / N 526 S27°59'12"W 338.89' - - - - - - - - J / °'m \ ni I 1 ----- I - --- N ---- ---528------- \ \ \ N 1 01 / - 528 _ _ w - I 1 ► cn NEXCLUSIVE RIGHT 0 8 - / - 530 — ANDNO / EESS . 505-615) - - - - - 152 1 1 0 IRON 144.69 EX. GRAVEL DRIVEWA TBR \\ 1 / o� 530 SET S26°08'59"W 169.50' I CI° 1 I 01 �y'2 /i� N I Dense Trees ® - 530 - RFOUND o I \ SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM T Oq 4 U J S N S IMP ?. Lic. o.4 183 G _wSIONAL EN ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 g2g p �- - - - - - - - - - 532 r - .532 � FILE N0. 4, �� \ 18.041 EXISTING CONDITIONS \ I \ SHEET C3 OF 17 I 000'20 0 20 01 0 1 60 \� Scale: 1"=20' C 3 g1c, / EXISTIN \ SANITARY PIPE p \ Z / 1 o/ N / / 52a \ \ ^._.. 01 Brush rnQa Q AF 530 I �_ 1,� MISTING 20' UTILITY EASEMENT oc, \ - -0-N� \ \ — — _ I m \ \ POLE rn �� XISTING SANITARY MANHOLE Qd S2g� EstesPk-2-b 526 Q- 526, \ \ \ IRO � \ Dense Trees FOUND \ `� / / 0 SANITARY EASEMENT \ \ / I DB 301 PG 407 \ \ / 10 01 I <s I �p c�0 -0 0 T.M. 46PETCHEL r' C` I \L' ROBERT G. PETCHEL & O KATHLEEN 0. PETCHEL 0- C ) '0 - N 42 \ \ D. 16$5 11 12 AT C_ ROBERnT G. PETCHEL & r \ S \ \ oo D 069 28 2B LAT 52 KATHLEE 0. PETCHEL \ \ \I \ \ \ c'p I \ c,N .B."'955-44R3�-BEAT CO 4� D.B. 296-686 — — `� D.B. 1685 115'112 PLAT -9rB_10&9 28 & 29 PLAT — / D.B. 9 -443 PLAT \ \ \\522_ X N Z NED R1 \ I \ \\ / 0' SANITARY EASEMENT — — — — I A DB 5301 PG 396 / \ 522 --- /' BRUSH v v \ \ 520 — — — — — _�520\ � W 516 / — — — — — 8 SDR-26 SAN _ —willm SY2 J - I I `� / 516 — — � _ \ _ _ I \\ S O I /// / I I s / I 20' S10 TORM WA WATER — o \ N� \ \ _ \ \1 — B. 552, 240 T EASEMENT �y — — — — — 8" DI SAN \ \ O \ E`X. 8LP — / \ I T.M. 32-29 520- \ 1r MAPLE G E CHRISTIAN CHURCH — TREES TBR �SHIMP D.C. 630 THRU 6 3 PLA ,� vv /' 1, / (I vI D.B. PLAT J �, I \ ENGINEERING2. D.B. 1111 o D.B. 781-200 QTRES TBR LANDPLANNING - PROJECT MANAGEMENT D.B. 294-555 PLAT T.M. 32-29D ( / ZONED R1 / MAPLE GROVE I CHRISTIAN CHURCH 912 E. HIGH ST. 434.227.5140 630 THRU 633 PLAT I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM D.B. 1406-131 PLAT D.B. 1011-131 PLAT D.B. 781-200 V % l D.B. ZONE�R1 PLAT — / SALT Qp -- —— 522 ---- I// �C•' I 1 / 0 © I Lic� o.4 183 wl Nw�SlONAL EN 524 0 `-'TREES TBR �Cb Q '� — --� ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH Dense Tre RON 5z FOUND — — — 526 S27'59'12"W 338.89• ALBEMARLE COUNTY, VIRGINIA SUBMISSION: ,----------I------ 528--__---= 2021.07.01 530 — — REVISION: 2021.09.07 1 \ / FILE N0. / \ I / - 18.041 EXISTING CONDITIONS I -2 / / / I SHEET C4 OF 17 000'20 0 21 40 60 C4 Scale: 1 "-20' 1 1 � Dense Trees I 1 1� G V 1 I TEL. Ic PED 1� OHU - OHU - OHU - OHU - OHU - OHU - OHU - OHU - OHU - - HU - OHU POLE - - - - - - - - - - - - - - - - - - - - - - - OHU - pHU - OHU - OHU - OHU SOH POLE 0 c 1 TRANSI ION YO 6" TO NEW 30' 0" URB H IGH BOLLARDS Ic �I I - I o PROPOSED ROW N w G) DEDICATION 35.5' WIDTH .e .. m2 EMERGENCY ENTRANCE FF�O$ l5ONE 0 o I WIDTH Icmn NO RKING" oo o I 1 FROM ROAD CL GARAG ITa' 3 20' REAR SETB CK 1 ROAD NAME a - NEW 20_ACSA_ - I - � � SIGN EASEMENT O LOT 30 I FFE 5 00 I - I ONE � R LOT 37 0 36.00' LOT 38 LOT T 39 GARAGE UNIT - LOT 40 OPEN I LOT 32 LOT 33 LOT 34 LOT 35 FFE 531.50 FFE 532.00 FFE 533.00 FFE 533.0 11 .0 I 22.00 I FFE 529.50 FFE 530.00 FFE 530.50 LOT 36 SPACE I .- FFE 529.00 FFE 531.00 ONE CAR ONE CAR ONE CAR ONE CAR / W. PRIVA 2,384 SF ON 0 ONE CAR 0 ON GARAGE UNIT GAR GARAGE UNIT GARAGEa UNI - -- �a 2 .00'� OAD ESM GA GE UNIT GA E UNIT GA GA E UNIT / 1 - 1 GA E UNIT "NO PARKING' o LOT 29 J I ^I I 0. 16.0 a- 1 FFE ONE R P .dF 0 8.00' e o o BOLLARDS ° a �° STOP SIGN GARAGE UNIT o I a I I 5' MAX. SETBACK 20. O' - --- - - - --- 2 .00' �- ---- ��' ---- - ANC 99.00' / LOT 28 1 - - - - ---- - - -- v� FFE 527 0\ a --<,JAR / o v _ p.}.50 I c GARAGE UNIT I ° �I` STOP SIGN "NO PARKING" '� �"�15DRo 1 1 a; `` 5'MIN iTBACI 5' CON. SIDEWALK (TYP�' ° e ° ° EW :30'ACSA'tSMT'O o �° ti ✓ xD0 LK Cj�P I FFE O 27 I eI °°,o°, °� o - - - - - - a�� -� x2/20 O C ID n°. _ o o ° ° ° . � ° 11 5 EW _ G N PROPOSED PROFFIT NORTH ONE R I "NO PARKING li' GARAGE UNIT I MUTCD R8-3 V.W. P IVATE CG-2 CG-9 "NO PARKING" 9�0 __ 0 48' ESMT WIDTH ROAD ESMT o I 1 TO WN H O M E S ENTRANCE N NEW 20' PRIVATE �+ �STO 1 ROAD NAME SIGN ? STORM P' �0 50 ° c 0 13+73.8 13+50 1 133+400 12+50 0 1 00 J EW VARIABLE ADIA DRIVE , , °° FFE 5.50 (4 UNIT WID H SW M ESMT �15 MPHH DESIGN SPEED , 1 GARAG "m L VERLA RE c� i m c� _ P2 SHIMP Cf ° Ch 2-� .00 TYA C. < // " 0 PARKI G' ° < I -. .Q .. _41 11 FFREAG NiT o c0 m g. 4 1 GA a D I FFE 527.00 I = r - 0 ONE C oo I I4 a -------- _ 9 la. � =.z 1 ENGINEERING GARAGE n I L0532 DO 1 0 O 1 = I LAND PLANNING - PROJECT MANAGEMENT z' 0 1 I FFE 5 .00 TREAT 1 F GE UNIT -$ c� r a-- c 0 0 N A X X X X X I I I TWO a1 TIMBER 1'O 1 GA - Z z 1 L0 4.5 .0 m I GARAGE UNIT I I ONT IN al m 1 FFE G NIT �� 1 .g0' I I 912 E. HIGH ST. 434.227.5140 m a x a ULC 1 v 1 GARA 10.0 0 -- 1 m 1 c 1 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERINGCOM FFE 527 0 I 4 S 1 1 I I ONE A I Is SWI G 2,400 SF _ T 10 GARAG UNIT I I I L 17 (60'x40') 1° 2.50 I• I I p i i °, i 30'x CLIMBE TOT LOT x 1 GAR IT __= 4 FFE 28.00 UN z TWO AR w 10'x15" I _-4 L 4 I GARA UNIT SLID 8j I 1 ` \ 11 FFE 5 450 144,28' __ '� 1. CLIM E I ° W 20'1 PRIVA 1 GARAG NIT FFE 527.00 I I -- Ian° x� a e >20 x STORM ESM 11 3 �AI'T 01C+ ONE I ^ I .I �(2) 1 _ LDT 11 O 1 DD',-� o SR 649 EOP GARAG UNIT I 36. 0' SMT LO 8 I. o I BENC S F 532'51T 1 2 00'f.P I WID H FFE 5 .50 g a GE UN 1 I I N TWO N y I GA --' + ro I v GARAGE UNIT \ °� 1 11 O. O 0 o 0 1 U J S N S IMP a I o -- LIC. o. 4 183 FFE 527.50 I o A I < I ONEAR 146 m N L_ oZ '^ T 12 11 TE N GARA m I na N FF 2.50 1 30 00' RIV N ', - �+ 710�2 /4 I, ter. I � FFE 28 50 D E UNIT N EST o TWO AR 1 N 1 GAR v` _-_> ROAD �_ o Z O I GARA UNIT 3' o I 1 1 I q ��S lyG 1 A y ' 1 1 FFE E ITS m I 1 SIONAL 6 GARAGy FFE 527 0 0 ONE A I Ip 5,000 SF RECREATION AREA 1 v OT 13 co 1 GARAG UNIT I• i I LO 0 I I - 11 �. F GE2UNIT 3 .00' I I I FFE 5 .50 GA V. .PRIVATE I TWO II NEW VARIABLE LOT 6 co c R AD ESMT I -- GARAGE UNIT WIDTH SWM ESMT od I 411 I 111 GFFE ARAGE = I __ I 1 o ROAD PLAN "NO PARKI G" ! I I, j46 I 1 T 3450 1111 c 1 PROFFIT ROAD Dense Tree GeTE N 0 I I FFE 28.5 GAR UNIT _ --- I I LO 7 II 1 TOWNHOMES SOUTH WI TH o TWO R 1 O o I lo� 1 x 1 FFF I GARA UNIT a,'I FT PEDESTRIAN 1� 11 11 / 11 GARAGE NIT N. i + n I CCESS 6FT PEDES RIAN d 1 I 1 I ASEMENT 1 1 _ AC ESS - 0 53I5 EASE ENT 1�', 1 GA EL aUNIT _ nz I c ALBEMARLE COUNTY, VIRGINIA O 1 1 / a1 FFE 3.00 A I SUBMISSION: 1 11 GARAG UNIT �. o'I 2021.07.01 + 1 1 J I I 0' RA SITION TO 6" TO "NO PA Ni" 1 REVISION: 0" C R HEIGHT � Dense Trees � � I 2021.09.07 0 � -� 1 FILE N0. 0 \�� 18.041 0 0 0 oyG SITE PLAN 1 0 �� 1 20 0 20 0 Z_ 60 \ SHEET C5 OF 17 I C 5 Scale: 1 "=20' ISO NEEDED FIRE FLOW DATA: \ TOWNHOMES ARE CONSTRUCTION TYPE V-B / 532 _ _� \ \ WITH 2400 SF MAX FLOOR AREA PER UNIT. 1 \ - 534 - - - - >s\��� \ \ \ \ \ ISO NEEDED FIRE FLOW = 1500 GPM \�---� -----532 ' \ ' �-- \ �\AVAILABLE FIRE FLOW = 2247 GPM Dense TreeI \ \ 530 / 53 \ 536 - - 11 v % V I \ / 536 _- _ _--- I0 \ I 530- \\ -v PE, GV s32 w \ OHU - OHU -/- OHU - OHU - OHU - OHU - OHU - pHU - OHU - OHU - HU - POLE N - -y- OHU - OHU - OHU OHU - OHU - r ' g�11U _ , - - POLE \ \ \ \ \ LOW - 1526 - \ \ \ \ MAINTEGRASS NACE / / \ / \ B 526, Zs'° x27'0 2 7 0 fy.tOPOSED ROW 3.45% 2�' 2 °\ \ �e 3° \ / EDICATION 35 5',WIDTH I i s00 FFI=O$ 150 L `a x ��" \ _=MFE.- lI FROM ROAD -CL - - - - - ! ONE \ u \ `riP 0'79 P / GARAGE IT 1 \ e \\ 8 \ '7� Q W <.. ' \ 29' 29 2950\ ° 30 I 310°- j�8 2.69% 27f,2 6 2� LOT 3000 1 �� x V 3 \ \ / <0 4 FFE 1 0- 4 -ONE R \ � LOT 37 LOT 38 LO , 39 LOT 40 _ 5 GARAGE U<lTT I \ \ LOT 32 LOT 33\ LOT 34 LOT 35 \ rr - - 28 \ LOT 36 FFE 531.50 FFE 532.00 FFE 533.00 FFE 533.00 - ' I F� 529.00 FFE 529.50 FFE 530.00 FF 530.50 FFE 531.00 ONE CAR ONE CAR ONV CAR ONE CAR - _ / \ 2� ON 0 ONE CAR 0 ONE GARAGE UNIT GAR GARAGE NIT UNIT _ I 3.00% 2 26�'.nz GA G UNIT GA E UNIT A GA E UNIT GA E UNITS FFE LOT ONE R .a 2a0 GARAGE UNIT \ \ °.� - ` 1.78% 26' 2q,, Sea N! \ - -�� m85° - - 9 - --K- o° `?� - --- 31 3R G 0%I I I� w s° LOT 28 1 I 28 \o b\ a°io1 N 0 M o I o �X se cn \ 26 FFE 2 I `I. \ ^ r7 vil \ '�! ni o' / - \� 1 4� \ �/ 3A7 rn I T ONE R \ �� �fl , �o "1 Ki� C GARAGE UNIT -1.... \ I "' \ \ / / / o% \ 2.0 m \ \ / ,° \ / �/ \ \ 04- �A 1 e: 81 31 R 2 2e 24'30'a 1 3.40% 26 2.1° 5'0 I e �a, e s q se a ,a a° LO 27 `� X °a "\ °& 2�. a' �.27r 2 o Zia 28 29 �30-' ^��i., J , / \ 34 \ 26 FFE 1 I o° \. .�.�. - °o 1 1 \\ ONE R N I �E262 x2 LSJ.`X2S._ X 9 *•moo �adl 8 4 c �+ -,GARAGE UNIT 1 �! ° ° \ .2 y i " x3 I I 7s7 \ \ a o o I � 2 � �5 \ \ 2.5% 2.. � \ � % \ o EE 4__ L 1 \ I 1 \ \ ' O \ \\ a> 15 MPHAUDESIGN` 3O-cD z9 61 r \ / 1 GAR 34 SUNIf \ 4 34 \ '/ 1 I . 2 5 \ V I 1 520- --2 --- - -- - -- T , as \ 3 1 2.0 I I \ Cn \ c- z° 31 00% 1 0 \ o A \ \ .\' i. 31 \X -' ° vl_v LT2p0 °' ajN \ Z� \ I \\ 1 v 5 SHIMP I a 1� cn 1 34 GAR G UNIT \ o \ 1 FFE 527.00 I - °° 1 3 1 ro s° ONE C 0o \ I I4 \ a\/mil . 0 9 1 I =.Z I x 0,83% co � 07% Zs 2 �x 31 LOT °° 32 1 _- o 1 ENGINEERING2. GARAGE 1 ° tin as 1 00 LO 6 \ o=� 532 rn = I I 1 LAND PLANNING - PROJECT MANAGEMENT 2� 26ffi a x a zo I 4.28 7 FFE 5 .00 \ X X X X X� GA GE UNIT _ 1 NA I 4.23% a w.Zcl I� I TWO 7n 7' �526 Zy 1 LO 4.5 " \ 1 m I GARAGE UNIT k28 x . \ � 1 a, vm 11 3 GA NIT \ I I I 1 \ 912 E. HIGH ST. 434.227.5140 FFE 527 0 1 00 -- \ 9 '3250 � 7 JI p 311 II \ I I\ \ \ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERINOCOM 2650 ONE A \ \ °.. \ 29 29 \ T 10 1 r I 1 GARAG UNIT I�0 'u 3 ,a 'I2700 L 17 x x - \ FFE 6 2 5 J= �= FFE 28.00 20. �� \ \ 2.94% x ti� I / I TWO AR 7 7� .` ` 1 L 4\ ., 5 4. I GARA UNIT, \ 1 3 °V\ ° I 3 FFE NIT z 50 12.26% g�6%1 GARAG \ / FFE 527.00 1 - - a o 32 32 1 �� . �II \ ,; \ \ \ SALT 01t' / 26'"°_ ---ONE- - 522 l4 a yx-1 1�00UNIT I a' LO 8 5 2411 FFE 5 50 X -X X X a �A GE\UNIT- 32w_n a 2.3t% Two ,1 a,° 1io 2 x J S N S IMP a L I GARAGE UNIT 7 7 32 o X? �' s \ - 11 ' I SR 649 EOP / FFE 527.50 1 I , ,p® 32 \ 32 3% 1' I 146 31 <. . n I F \ 2700 ONE GARA R,es 1 a° 31 aX - T 12.50 \ 11 a7,° . 6e, 2 a x 2 5.32� 8 FFE 28 50 0 / GAR UNI"f -_� _ LO"f 1 3.40% 1 TWOJAR e7 e7 - °° 5 ° \ 90 I - I GARA E UNIT .-'X27 7 ./ ''41 I 17 cb^' 11 3 GARAGE NIT \ I OVAL - / . 320° 11 3 / 1 511 FFE 5 / I / 2%° GAONE 9AIR RAG2 UNIT I �� I LO 0 x31 F' 13 0532.00 1 0 2T° 2.03% 2. 2 ° 26" N 2 'I 3.51%1 00FFE 5 .50 / UN I 1 x \ TWO GA GARAGE UNIT x27, o. 41 w / II 2 FFE 533. I 3130 474% 9%11 GARAGE UN X. I I ROAD PLAN I- - - I loll eel, l4n T 1/4 NIT -04I1] 30 cI I IgII I I I PROFFIT ROAD 21 X° 4.0%$w 28o 'Dens ° °50 3. ° $z vz5- T' 7 _ , E TOWNHOMES SOUTH GARA s 3 2GARAGN ` ° 526 - 3130 9- \ I / - - - - - - - - - - - - - 528 - - - - 28 GA ° cE u"1T - u 29�g�°gg �� 1 8 0 2\ I / ALBEMARLE COUNTY, VIRGINIA z1 ! x � X 5. 0� �11 ',2ro GA G,3. NIT .0 \ I I SUBMISSION: 2 528 2� Ix c / 530 - - - - - - - - - - _528 _ i 28 291.75% 295 �- 1 2. I I 2021.07.01 / - - _-------- - 28 28 I _ REVISION: f -- -G-- -- - --� I 1 Dense Trees ® - 530o - a \ / Q o 0I \ J ---------- 532 ---\ 1 F- 532 0IFILE 1 N0. li\1?-,G \ I 18.041 \0 �\ GRADING PLANA / V - y \ I Z-� SHEET C6 OF 17 Scale:1"=20' C 6 1 1 � Dense Trees I 1 II 1 I TEL. Ic PED GV II OHU — OHU — OHU — OHU — OHU — OHU — OHU — OHU — OHU — OHU — HU — POLE OHU — pHU — OHU OHU — OHU SOH , 01y{U POLE NEW 30' c 1 I 0 I c / 32 34 o PROPOSED ROW A4D I I . ;.e 4 61 cnP �e — — — — 3 _ — — — — — — — — _ — i DEDICATION 35.5' WIDTH FFI=O$ l50 j L �I ql E ONE FROM ROAD CL $ GARAGE IT yY ' 20' REAR SETB CK I 5 8„ ws ws I I - _ NEW SEMENT A_ QI Al' o Q EX, 8" DI SAN q FF OT 3000 DI SA ONE R I LOT 37 LOT 38 LOT 39 LOT 40 GARAGE UNIT I 8 LOT 32 LOT 33 LOT 34 4GAGA T 36 FFE 531.50 FIFE 532.00 FFE 533.00 FIFE 533.00— '' I I FIFE 529.00 FIFE 529.50 FIFE 530.00FIFEFIFE531.00 ONE CAR ONE CAR ONE CAR ONE CAR / ON 0 ONE CAR GARAGE UNIT GAR LAIE UNIT GARAGE UNI I - 2 L STE L .a GA GE UNIT GA E UNIT GA E UNIT J - / _ .w o 1� SLEE E FFOT 29 i .1 i I $ ONE as moo °o GARAGE UNIT a.'' xs ws I I 5' MAX. SETBACK K Z $ N m - ---- a °07?SXZ- - ---- ----A0 EXISTI G Io _C�kh I E I.. No I TWATERLI E Wo X I — LOT 28 I ' I A d I / rnlA = FIFE 2 ONE R 1 a� \ I n / a° w r I GARAGE UNIT , N `L ' W �� '< z \ C� 'MIN. TBAC _ _ 10 / „x6„ RPM\US _ I m $ a a `r I ° p . , v a ^ a EW .30' .ACSA 'tS T FLO 27 I I� `dl �° ,YP �CO <r-.. v' .�, o `< GARAGE UNIT ,� I �� °x4° _D PROPOSED PROFFT NORTH s RED y� y �` Ag.S•- I I TOWNHOMES ENTRANCE W „ 8„ W -�MJ W �n W DPW Wcn— W V W NEW 2 PO RIVATE W �i W E / a '' L 2 A4A � � „RED `NEW VA LE � ACADIA DRIVE STO M UNIT I I E.. 8' DI SAN e DI 1 _ 90 x6 �15 MPH DESIGN SPEED A 2 DI O ' 1 p. 1 GARAG 550 c -1 o_ WIDTH SWM ES 5 1 - y 24" HOPE SWEEP RED -3B S , A B A3 WEIR W I HP S ORttM m W 0" A 36„ OQ • ___�- _�_,W�. SHIM ws s A4E cn W FHA 1 4 t.FFF T - ^�N I I 41 50'T 5 1 GARAG .NIT o cfl l4_ a A A7 a 1 I I ENGINEERII I FIFE 527.00 I ws ws 1 N +' I GARAGE vmi� YP.) I PREVE J I L053200 1 �5 O 1 = LAND PLANNING - PROJECT MANAGE •� �� , ONE Ill�lw.� :iIFFL 17 ' •• • L. . GARACIE UNIT • 1 24IFF • •SUMS • ', �. laj 1TWO •521.'50 I 4WGARAGEFUNIT ®® Il7�hii�lr� FIFE 5 • \ •�I �•1 I n0L'fl��� - - . � • • , • . 19 • .. I • LCA • - GARXII o®FIFE • • I • � I Il���wwl<�I �1 527 , ONE I� • • I FIFE• 521 uLi•• 1� W.R. • UNIT LO 1 GA 1 4.5 mm 5 a II FFE.GARAG NIT I I 912 E. HIGH ST. 434.227.5140 1 m0 1011 I I c I I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERINOCOM 1 T .50 1 GAR 2UNIT -_$ 4-- 5 4 1 FFE 5 4 NIT W 20'� SOT 1PRIVA 1 GARAG-13 1 STO�M ESS M y '1 0 SR 649 EOP53 SALT °FG 1 x I NSP TION 9R GA G2EUNIT 1 I o I o 1 A9A U J S N S IMP a I Lic. 0.4 183 P5 I AN FFE UN T 12.50 ws n IT N �� GAR _-' � -- LOT 1 0. 1 v y zl FFE 5 T I I SIGNAL 6 N x 4 j �I rn. S. S GARAGE N II y 8,4 WM O N c 13 5/ I 1' F 532.00 Coy i— 5 1 GE UNIT Io. I GA ,503 s� I 4'I 5 �5 '1 GARAGE UN 0 °�� ROAD PLAN 1 4 21 I , 7.5 - 1 FF T3450 �5 ,� n _ _ I PROFFIT ROAD Dense Tree , I d FIFE 28.5 �_ — GAR ""'T _-=a I LO 7 I I 1 I TOWNHOMES SOUTH ' \ I TWO R.1 FFE D I GARA UNIT 5 I GARAGE NIT I �i c OT 15 BOA lv.,1 GA GEIUNIT - a S ALBEMARLE COUNTY, VIRGINIA 1 ; i�S �'- 3.00 , 9C I SUBMISSION: A91 Z5a ,1 GARAG 2021.07.01 REVISION: o . 0 I 2021.09.07 OA Dense Trees 1 FILE N0. 0 \�� 18.041 0 0 UTILITY PLANA 0 °yam \ Q 20 0 \ SHEET C7 OF 17 20 0 Z_ ' 60 C7_ Scale: 1 "=20' r- I a �a s I z I o \ z � o NEW VARIABLE WIDTH SWM ESMT TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND —TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. TREE PLANTING DETAIL FINISHED GRADE LANDSCAPE SCHEDULE Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy n 10 Yrs SF 0Q r Large Deciduous Tree Quercus robur English Oak 11-11" 14 31 329 4606 Tt Large Deciduous Tree Tilia tomentoso "Green Mountain" "Green Mountain" Silver Linden 11-11" 17 25 276 4692 O Large Deciduous Tree Betula nigra "Heritage" "Heritage" River Birch 14-1 J" 14 25 397 5558 • Large Deciduous Tree Quercus bicolor Swamp White oak 1J-1 J" 16 31 299 4784 Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 6 17 124 744 Ornamental Tree Corpus florida Flowering Dogwood 6-7' Ht. 5 17 124 620 Screening Evergreen Cryptomeria japonica Cryptomeria 4-5' Ht. 8 25 123 984 TOTAL SF: 21004 LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 32.7.9.8): 15% CANOPY REQUIRED. SITE AREA: 3.198 AC (139,305 SF) 139,305 SF x 15% = 20,896 SF CANOPY REQUIRED: 20,896 SF CANOPY PROVIDED: 21,004 SF STREET TREES (SEC. 32.7.9.5): LARGE SHADE TREES (1.5" CAL.) — 50 O.0 PROFFIT ROAD: 250 LF / 50 = 5 REQUIRED: 5 LARGE TREES PROVIDED: 6 LARGE TREES PRIVATE ROAD A: 280 LF / 50 = 6 REQUIRED: 6 LARGE TREES PROVIDED: 7 LARGE TREES PRIVATE ROAD 3: 165 LF / 50 = 3 REQUIRED: 3 LARGE TREES OR 6 LARGE TREES TOTAL PROVIDED: 4 LARGE TREES, 8 LARGE TREES TOTAL PRIVATE ROAD C: 200 LF / 50 = 64 REQUIRED: 4 LARGE TREES OR 8 LARGE TREES TOTAL PROVIDED: 4 LARGE TREES, 10 LARGE TREES TOTAL NOTES: 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the tapping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 2. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM QA U J S N S IMP a Lic. a.4 183 �rSIONAL ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 FILE NO. 18.041 LANDSCAPE PLAN Not to Scale C9 1 aW. �'Nffimll m WA IN a NO -ITS -ILTITILIT."I 1 1 1 1 1 11 la a as • a la • as a as a - as a as a as a � � � �a1■�.-r�■rl■ ��lnesu� rag or LeLn•TTi _ . - . _ films'" !• a■�rT i 1, \ i�—i�Ir•7�Nlillii -LeT71Ti� C-Fi— l�r�I _ -- _�■� - ■i � � _Gii• ■i ��� _ _ _ •:,, � 1 F�7■Sf�7�i— Yid i� -� �' ■— •_•_L'�i" R _- ■■ . •7»e • : • . _ f�Fi'Plyl:.� - - - - - I�fAES43FilM■!•!i� �CL'J'1'•7�i.�i _ 1_� MEN 111i�� Fier. —ice— � ii STORM SEWER PROFILE Al—A6 I QJHORZ: 1"=20'VERT: 1"=1m INN INN �11�0111111 INN m INN m NNINmmrAplm IN, INN WIN •L� !J 21SANITARY SEWER PROFILE Z5—Z5a 10 HORZ: 1"=20'VERT: 1"=10' on im 0 loom mossommossommomm ------ NNNNN ; ■ ^- =zT��1c eq u � ■i•.7 i 1 1 11 1 41SANITARY SEWER PROFILE Z4—Z4a 1 Q HORZ: 1"=20'VERT: 1"=10' Cl 4 m 53 - 53 52 52 51 51 -� •�iQl:@IL�—i ���� t:1 �F�IT.-f.IS��—i f•��■■ ii - ��■■Wi��—i -•C��C SJ ti— —i „ . i—�t•� � �Sd _L•F.-Ji • • •• • • •• • •• • •• • •• 3 WATER MAIN PROFILE ON ROAD A 1 Q HORZ: 1"=20'VERT: 1"=10' Z46NNNNNN o z 10+50 11+00 iS�SANITARY SEWER PROFILE Z4—Z4b OJ HORZ: 1 "=20'VERT: 1 "=10' 535 530 525 520 NIEMEN- NNNNNIl 515 10 11+5D jjlm NNNN NNNN NNNN NNNNNNNN NNNN NNNN INNER- s� • •• • • •• • •• • - _ :;ar�i■:rr-roc=•a.�:r��� • • e� IiU � STORM SEWER PROFILE A9—A9C 10 HORZ: 1"=20'VERT: 1"=10'lNNIlNN 111A/. CUT TO lNNIlNNN MEN 12 MANIFOLD MIT- XW7 -KI_ATf.Q1 RAN ` _ - \ �•� Ali i9_\d261�i�i\lC1G 1 01 1 1 as 1 " 6 WATER MAIN PROFILE ON ROAD B r1 n HORZ: 1"=20'VERT: 1"=10' 1 � - - F:Ti_Y1•■Y�1te] 7U7�E��a�67�/Sf1Si•�1 © RBI rteT11i1'�—� ��i �i— �� • �.— -"moo:=—IN! i— �■■ i���,.-_..._....,..��—ice —i - �;' �■■���'s lL�2lEl7l�l�11T�n7GTiEG�lL•t�ilfilY�l•�9 . i1 � al■■�:fe'..�,.'.r� T.�.Y:i��l:�t7��lEI:i:1ri•■ - � • •� • a 1• 1 la - 8 1STORM SEWER PROFILE A7—All Cl Q HORZ: 1"=20'VERT: 1"=10' .. �� ii■�N�i �i .• �_ ii■�Ci F_�i - • � ii■�fi• i��� • • • i.! iiLs��N!1• • • •• • • •• • •• • •• o)WATER MAIN PROFILE ON ROAD C ;l Q HORZ: 1"=20' VERT: 1"=10' SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OF U J S N. S IMP a Lic. 0.4 183 �`rSIONAL ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 FILE N0. UTILITY PROFILES 6 7■IWO gKi[IZfflin cl g MC-4500 11 Q HORZ: 1"=20' VERT: 1 "=10' l 536 — — — — — STATE ROUTE 649 -- o h� N � 534 - _ 534 390' INTERSECTION SIGHT DISTANCE RIGHT \ \ POLE i N 1� POL DISTANCE TO MOUBRY LANE O _ .,$ ^— — — — — — — — — 532—— — — — — — — i • W �xRe1:r_u» CO —�_ .a 528 m/ m I 534 — �aa DISTANCE TO MOUBRY LANE i 6 \ STATE, ROUTE 649 / -�' C I — 53 CO N gi O N - �1 1151E1 .121°�1e Scale: 1 "=20' HEIGHT 540 OF 77 540 T OF GRADE535 535 530 GNAUL530 525 525 5200 5520 511D+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+0D15 MOUBRY LANE .4 SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM op U J S N S IMP a Lic. 0. 4 183 �rSIONAL ti�0 ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH N 60 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 FILE NO. INTERSECTION SIGHT DISTANCE PLAN, PROFILE & OPPOSING LEFT TURNS SHEET C11 OF 17 Cil Safi ;; mo p �• - -�,� ,iu .�. N1911 I10 1 1EL _ II 0 0 L+?m orn m 20 0 20 40 60 m+ N 'n O I[ ] + u] _ f Scale: 1 "=20' W N W N W U U H H 3 ROAD C PROFILE C11 HORZ: 1"=20' VERT: 1"=10' •��IQl�� ��i� ONE ,AGARAG I a�:�l•� 17 FIFE •• •GARAZAIRNIT I � • ,� • i I • ., TWO I GARAGE 20 0 ...... 20 40 60 • y�v, MOQ I w Q ow0� m Q O W ; w m Iw. o;. � � —+, N CM Q > In 6 o z ¢ z -A- z a ROAD rim I �N S Z �w z o w In C, 0 < I > I rn I �~ I oJ�3< Oo Z I I o>. Q CON W N CO O s- Z QW I ROAD A A -A I I I I 7_R ------------------------------ ------------ NMIini,ftrim _ _ - -' I�■Elrl I r AI• _ r ■,I �•�, �•�■ • ;• I, �•�II Isi�� ICI I��� I �w • II zo 0 20 ao so z Scale: I"=20' OAD B B-B Srale: 1 "=20' O O NIA O In dw H J N W > > do_ PVI STA. 0 O COh on dw H J (n W > > ao_ 10+35.00 0 O In In In ^ 00 0100 O In In > f > H J H J ! n W N W U U H H > > > > !LW !LW PVI STA. 11+00.00 0 0 In NN �> H J (n W > > as PVI STA. O In ncj ± In �> H U)J W > > as 11+72.00 540 540 _ O 535 535 - 530 530 525 525 n 0 ' N ce 5?115+00 5 10+50 11 +00 11 +50 19230 2 ROAD B PROFILE C11 HORZ: 1"=20' VERT: 1 "=10' - o I 22.00' \ I 8 \ I \ LOT 36 SPACE 2,384 SF V I \j I �< o ° L 1 .a,, 2p.Oo' o\ I I \ O a 16.0 "NO PARKING' - 1V I I M. .dam o \ 8.00, \ \ \ �' .° — e o 99.00' I \ \ - ---- - ---- 2 .00' ---- I \' BOLLARDS ° 1{ `i \ <5' CON.(°: SIDEWALK, o e EW :30' ACSA tSMT. a ° %: _,°° O�" "NO_PARKING"Q� �'%✓ / lZY , \ ® \� I•., I 1y00 WPLK 5\DE o 'B10 \�—. RKING" \ CG-p CG-9 2 i 'NO PARKING" o— \ ' o \ 'MEN \ n1 NEW 20' PRIVATE O ° o 0 13+13.8 13 0 �6� \ 13+0 34 12+50 S c'e 1 00 �? , O `0 a <. `NEW VA LE �ti WIDTFI\SWM ES a _ Gi G \ \ � — — \,\ S E ACADIA L„ 3 15 MPH DESIGN' 0 V 00 9.00 a i �- <- -- +1 1 I o \ U'/ O a .. \ .. \ o0 o .� _ I _ = _ 1 L VERLA c1 \ c .=m Scale: 1 "=20' EpIdIrd- 0 �N N+ InM W Q J H W V 1 H H > > o_ PVI PVI 0 0 0^ N+ 0N_ W Q J H W V 1 U U > > STA. 13+00.09 a ELEV. 526.51 25.00VC 1000.00SD I 0 °M Cj N+ N� W Q J H W N H H > > o_ a PVI STA. 11+70.00 PVI ELEV. 529.76 37.00VC 466.04SD 0 w_: O+ 0�_ W Q J H W V 1 U U > > 0_ m ° 0 o In� 000 M+ M+ N� 00 W Q W Q J J H W W V 1 0 H H U U > > > > P,R-IOTA. 11+G5.'DO PVI ELEV. 532 86 14.00VC 246.99SD 1 540 540 535 535 530 530 525 525 520 520 0 55 5�h+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 1o+0d5 1 ROAD A PROFILE C11 HORZ: 1`20' VERT: 1 "=10' MP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-EN,INEERING.COM op Gf U J S N S IMP a Lic. 0. 4 ' d V710j� I �SSIONAL �wo;) ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 FILE NO. ROAD PROFILES & SECTIONS SHEET C12 OF 17 C1211 FRAME & COVER ., (:(AIPRESSICP4 ..3. 4' VALE ;1-E 1:�'I- N;: OR ►-PROVED EQUAL (SEE FIG. S-I-D,E) SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE STREET SURFACE OR +' AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS w NON -PAVED AREA SOFT COPPER CO PPERER FOR USE ON ATrACKM SINGLE FAIILT INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE J Z SLOPED AREA RESIDENTIAL SENN,:ES OR DUAL RESIDENnAL AND IRRIGATICN XFACL, LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE 1,0* 1' TEE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED ... TO THE MANHOLE. 1'-0" MAX O 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 3000 PSI CONIC. BASE 2'-0" BE CONNECTED USING A PIPE SADDLE. NOTE NO SAE-TE - nTm, /� y 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% BENCH SLOPED TO FLOW 4 I\ (1/4" PER FOOT) 1 CHANNEL 1/4" 1' MIN RUBBER COATED STEEL -L E ,,I E I.o Q STEPS CAST IN PLACE 3'-0" MIN R I• COMPRESSION . 3/4' MALE PIPE COUPLING 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN _ 0 PRECAST REINFORCED OR APPROVED EQUAL DIAMETER OF 4". CONCRETE SECTIONS 12"" MIN "0" RING SEALS a 16" MAX I" TWE k' saFrcaPPEx 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. „ BRANCH MINIMUM ELEVATION Qj 12 y J I ~ DIFFERENCE ACROSS M.H. 5" 4'-0" 5' Ftw LSE ON DETALMEr, 9NGLE FAMILY SALT FROM INLET TO OUTLET M�EIER I5 'J7PA0'4DEEDDENE AN R WAIION TREATED SHALL BE 0.20 FEET. 2 x 4 0. CONCRETE VARIES FINISHED GROUND MARKER 2 DEPTH OF FLOW FILLETS SINGLE SERVICE � CHANNEL TO BE 3/4 DIAMETER OF 1)�$AVOID SHALL BE USED rn Pw. Fl-E CONTRIBUTING ° ' c►sr IRow U. SEWER. a a. n s • I 12 FlIQ SHED GRADE A FILLETED INVERT FOR A SMOOTH d NOTE: TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION INLET & OUTLET PIPE SHALL BE LOI A1" 1 Box BALL Box ' WITH STAINLESS STEEL ALL CONNECTIONS TO PROVIDED. MIN. 6" BEDDING VALK\ ONLET At It BAND EXISTING MANHOLES SHALL NOTE W/ N0. 68 STONE y' 36' MIN oonEn COPPEI+SEITEA w BE CORED AND A FLEXIBLE PLUG END OF CONNECTION BOOT 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE BE": COUPLING r s, I MAIN LINE SERVICE LATERAL o INSTALLED SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. SECTION 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE -l.L..rEG 6=,..;:.::. :Ls.r: •. M „ 45'00 EXTENDED OR NON -EXTENDED BASES.;: `';, ERICKNE-E 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED caaPaa4nW SrOP elf:'.`,y:•'+..,� j:��,�,, A ;; .N,.I... , _• NEC65ARY TYPICAL MANHOLE PLAN INSIDE AND OUT. :�' = . SAND OR OUST UNDER 4• DIA�IER J AIN "PE 12' BOX AND 5Er1EA (2-INCH ;; :E :,rw , ;i :Yr'� LONG STONE POCKET. VD07 SHOWING BRANCH TIE IN TYPICAL MANHOLE SECTION _•,� , , """r'TMpN�1 .:e::�_a-:I-�; -_ �E_ 2Dx"D 3t °GGEGATE SHOWING BRANCH TIE-IN TYPICAL SERVICE LATERAL INSTALLATION NITS N.T.S (5/8., & 1 METERS) IN LINE WYE-TEE FIG. S-I-B FIG. S-I-A PLAN NITS FIG. w-6A VARIES TD-27 TD-25 1 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 C13 NOT TO SCALE C13 NOT TO SCALE C13 NOT TO SCALE N.T.S. FIG. S-2 SHIMP TD-33 PLACE 5' GALVANIZED WITNESS " Pos7 WITH GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 7 ACSA: SEWER LATERAL CONNECTION ENGINEERING2. TO HIGHWAY DEPARTMENT APPROVAL NOTE MIN. 60" DIAMETER MANHOLE REQUIRED, LANDPLANNING - PROJECT MANAGEMENT C13 NOT TO SCALE o FINISHED GRADE M.H. STEP (TYP•I ° DROP MANHOLE PVC CROSS ;Al e $24" IN e° INITIAL BACKFILL e"24" IN 5" 912 E. HIGH ST. 434.227.5140 USE APPROVED FLEXIBLE RUBBER 0 2" MIN MIN. MIN. MIN. CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM -- a BOOT. 02 6" BEDDING ""' e #68 STONE o e SOIL ROCK AVALV ABLE TRAFFIC RATEQo GASKETEDSTABLE STGP COUPLINGSCRAPE /.I VALVE b0X W/ LID -27' THE BOTTOM OF THE TRENCH. REMOVE ALL LT QA LJ P PIPE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK ANDZ PIPE STRAPSNOTE: e e (STAINLESS STEEL) " THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- I G3 : o SPACED EVERY 2' VERTICALLY ;:.:;; #68 STONE. VILLE THREADS WHICH IS Z w a,. c a 90' RESTRAINED BEND THE LOCAL STANDARD. O ,. U J S N S a IMP SEWER FOUNDATION IN POOR SOIL UNDER -CUT CONDITION LENGTH OF BRANCH VARIES Lic. o.4 183 A INFLUENT 6' MIN (270) 2' TO 10' -7 a e 4 A • 'e o > o MAIN f` . • 18"-22" `rSIONAL ti�O PIPE 7 CU. FT. ALVE BOX y -- - r1 J. -TE VALVE PLAN 4' 1 INITIAL BACKFILL 4 MI UNSTABLE #68 STONE a° 81. a" 8" SOIL MIN- MIN- MIN MIN. #68 STONE �--' __' O;'%?:-; PROFILE MIN, 6' BEDDING WITH N0, 66 STONE _- -GRANULAR FILL AS I'= __.:;• .,=,_.. <', - APPROVED BY ACSA _ ztr.: - 42"MIN �" 5" GATE • VALVE . %� .:.:•:,:.: Z ; .>'. 8„ x 6" ROAD PLAN 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO ABLE SOIL OR ROCIt� STABLE' SOIL OR ROC 'I (2)FEET. ..: TEE W4 TE I LI E 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO 2500 P.S.I. CONCRETE � , eeLe �• PROFFIT ROAD THE DROP FITTING WITH STANDARD GASKET JOINT. NOTE BASE AND THRUST ...'� eJ Ie •.!'. BLOCK AGAINST TOWNHOMES SOUTH I 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. UNDISTURBED STABLE 1 STAINLESS STEEL. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED SOIL. STEEL PILE 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT ABOVE THE INITIAL BACKFILL. RESTRAINED JOINT FITTINGS 2500 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 CONCRETE Cg 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 THRUST BLOCK - d S.DROPCONNECTIONDISCHARGEFITTINGSHALLBEORIENTEDAT45DEGREES,INTOTHEFLOW. TO POURING CONCRETE, A STEEL PILE SHALL IN THE TRENCH' BE USED AS ADDITIONAL SUPPORT. SUBMISSION: 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THEACCESSSTEPS. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR 2021.07.01 TWO 8" DIAMETER DROP CONNECTIONS. ° e DUCTILE IRON WATER NOTE : REVISION: STANDARD INTERNAL DROP CONNECTION 2021.09.07 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 NOTE IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE FIG. S-1-C2 NITS (INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND FIG. W-2 VALVE BOX. TD-30 TD-2 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. TYPICAL %ATE VALVE IS NOTIN THE DITCH. 4 ACSA: INTERNAL DROP CONNECTION 6 ACSA: DIP INSTALLATION 5.IFIRE HYD ANTSWSDHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF NITS REQUIRED TO BE IN WET AREASTHE WEEP HOLES SHALL BE , FIG. w-5 C13 NOT TO SCALE C13 NOT TO SCALE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. FILE NO. - 18.041 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL ACSA DETAILS 2 ACSA: GATE VALVE TYP. N.T.S. C13 NOT TO SCALE FIG. W-4 TD-8 SHEET C13 OF 17 8 ACSA: FIRE HYDRANT ASSEMBLY C13 NOT TO SCALE C13 HALF PLAN VIEW REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* LIFTS) EMBEDMENT* THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPEMECHANICAL TAMPER HAUNCHING NO. 68 STONE L(6" BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 1�ACSA: SEWER PIPE INSTALLATION (TYP.) C14 NOT TO SCALE I I (RIDRIS TO E AS 1 A- Aa STREET APPROACH SAKE SVKMCING MS MAINLINE ROADWAY (ME NOTE 61 SOWN ON PLANS)`. G I y II RADIUS TO E AS RANK COMBINATION SHOWN ON PLANS) CURB AND CUTTER / CO-6 (SEE NOTE )H SIDEWKK I (SNOTE 2) a. IBM NOTE OPTIONAL e" _ _ _ ROME LINE EXPANSION I EXI JOINT JO NOTE. WIDTH •B" 2'-0" OR AS '•' EMBLEM ROADWAY SHEA N OW FINICAL SECTION, Ar PLAN VIEW 4ML1L ROADWAY SLOPE D'PMAMIIC CLINE EOE a BREEDER DR Sx MU SLOPE CNIVM ® _ OPTIONK FLOW LRM �L -�- YIWLNE ROMMNAY - - - - - -'� I _- D INMGE®D SLOPE 21 5-M.' COMEETNCIK ENTRANCE M CONSTRICT GRADE CHINES WHH A PARA " CURVE. SECTION A - A B .. ,...:. ONES )&' / -°'.c,•L, •C.• K. •V caMIGETE SECTION C-C SREREFFEEIOENNCE I METHOD OF TREATMENT - CONNECTION FOR STREET INTER: S02 AND COMMERCIAL ENTRAN VRGIMA DEPARTMENT OF TRASPORTATIO GENERAL NOTES 1. WHEN CG-11IS USED FOR STREET COWECTIGNSRE T CONNECTION NEAT E DESIGNED M MCORr 'MINI AASHTO POLICY AND THE APPMABLE REOUEREIEMTS OF THE COOT ROAD DESIGN MANUAL, INCLUDING SIGHT DISTMC'E REGIEDEMTS, 2. WHEN THE ENTRANCE RIM CANNOT ACCOMMODATE THE TURNING REOUFENDDS OF ANTICPATED HEAVY TRUCK TRAFFIC 1HE DESGN FOR SDEWAX E CURB RAMPS WITHIN ilE LETS OF THE RADESHOA.D E INCREASED TO T. 3. WHEN USED IN COILIINCTMJN WITH STANDARD CO-3 OR CG-),THE CURB D 5 FACE ON THIS STANDARTO E ADJUSTED TO MATCH THE MOUNTMLE CUD CONFIGURATION. 4. SEE STANDARD CC-12 FOR CURB RAMP DESIGN TO E USED WITH THIS STANDARD. 5. OPTIMAL mmm WAY REQUIRE WARPING OF A PORTON OF GUTTER To PRECLUDE POTpD OF WATER. ENTRANCE NOTES S. PLANS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW LIKE IS REQUIRED TO PROVM PD9TIVE MANAGE ACROSS THE ENTRANCE. ). MA LINE PAVEMENT SHKL E CONSTRUCTED TO THE R/W ONE (EXCEPT MY BMGRADE STABILIZATION REQUIRED FOR MA04JK PAVEMENT WHICH CM E OWNTTED N THE ENTRANCE.) 5. RDUL CURB OR COMBINATION CURB AND COFFER SHILL NOT E CONSTRUCTED KICKED THE WW LINE EXCEPT FOR REPLACEMENT P/POES. B. THE DESIRABLE AHD MAXIMUM ENTRANCE GRADE CHANCES V ME LISTED W THE ALLOWABLE ENTRANCE MADE TMLE. THESE VICES ME NOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRACE CHANGE 'O' DESIRABLE MAX6EA1 HEGI MODE 1HIN 4500 VPD 0 x 3 x M i J00-TSOD VPD sax 6x LOW I an TRAM SEND, M_ s 6 X B x NJILI KLpWALLL LN INMNLL VTVDL IILLL G ALI APPLICABLE TO STREET CONECTONS VDOT: METHOD OF TREATMENT NOT TO SCALE 6-1 NOTES SHMING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED CIA PLANS OR WHERE INVERT OF PIPEIS ABOVE INVERT OF STRUCTURE. I MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHARING AS DETALED HEREON 5 TO CONSIST OF A PORTLAND CEMENT CONCRETE MN CONFORMING TO CLASS A3 OR CLASS 01, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4 IN CUAETER AND COMMIT OF STONE, BROKEN BRICK, BRGRCONCRETE N CONETE OR BROKEN CONCRETE MOO(. THE SURFACE SHAM BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COMMIE AGGREGATE SNAIL REMAIN EXPOSED. DETAILS OF INVERT SHAPING AS BROWN HEREON ME FOR EXKPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED IMDNDUKLY TO EST PT THE PARTICULAR INLET AND QURET CONFIGURATION AND ROW LIMES. SCOPE T( CONTOUR OF PUPE Of OIRLET PPE •- •AMIT SECTION A -A METHOD OF TREATMENT IN DROP INLETS \ \ SLOPE TO DRAIN TO xvHWr OF / e DIRTIER RIPE IF III � SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES RDAD Aro PoDUTADMDE STANDARD METHOD OF SHAPING BREAM"°"TIE REFERENCE SHEET I OF , REASON DATE MANHOLE & INLET INVERTS 302 TDB.DS VIRGINIA DEPARTAONi OF TRANSPORTATION 3 MANHOL C14 NOT TO SCALE STANDARD M-4 PAY LEE FOR BEET LY-7.7A 18 r_r_____NOTES 1. MRON S TO E CON STRUCTED TO A DEPTH OFr-O" ON BACK SLOPE ME OF INLET (N-71. ON F"-'+-�'--�� ROADWAY SE• THE DEPTH 5 TO E Y-0" OR TO A B� r>•rC n 1 A TIE IH]ILOER ELEVATION, WHICHEVER 5 LESSER. I I 2. KTERMATE MEDICOS E MKYIORM ANGLE RON • GULL E ACCEPTAIKE IF APPROVED BY THE ENGINEER. VW� S COLLAR AND MAX ME TO E G&VMDED IN E -MCCEDANCE WHIN THE SPECPICAMMS. I 4. OUTSIDE 20EEtl5HOM5 O GRATE NE TO E B� 5, ALL CONCRETE 5 TO E CLASS AL 6. NORMAL DITCH 6 TO E TRINIFINOED TO TE BIDOTINTO CUTTER. WON GRACETO E BASTEDED M NECESSARY 10 MEET GRACE 9.� L- ELEVATION. 7. QUANTITIES SHOWN ME BASED ON DEPTH �D PAY ONE FOR IH z!T e. THE AMOUNT OF CONCRETE DISPLACED BY PIPES MUST BE 'E'[EN e%4-0" BMA FOR EACH FOOTOFDTRENCE IN DEPTH CONNOTES. AM SUBTRACT MOVEMENT AS BROWN. . 4" C-C 4 REDD. B A 9. DME IMENSSO S HOT SHO01-7 HHEREON.I AND P-7B FOR DETAILS TG OROA 9- IO. GRATEBARS PM%LILELTTOEDESDITCH FLOW. r wu E e4XW' BMLS E B" C{, a 1E ( T " DIAMCI METER MPROXIWTE OUMRTUTEI BARB D CA MR.,2 CLASS M REIEMM W e" cc.e EDD CONREM STEEL I MLIDSLI Las. .-S" -;•. IA9T 60 9' - J'-0' e• e1tlENENT PER FOOT OF DEPTH (10-0.362 MID& CONCRETE TO E AXED WHEN DOUBLE GUTTER S EOD.-LR2 CU. VICE SECTION A -A OPEN Mus AT ME OP PIPES F OWETER 2" DIAMETER SIXD STEEL %S-6` BARB C ME TO E Ss XTRA STRN4G BAR W ELSE EBB./FT. W B•• c-c, a Eov. er WELDED. iifi vPE W SARI LBs./rt. • cOMSTRLCTpN WELD WELD T-0.1'-0,•Fpn JOINT L 7'%2"X1N `1P\�1 Il�V1) am B %i' x e' L r•rr•%$„ 5 \VJ/X.. i A• J'-0• 4.• i ECi� '�E'• POLES Tg E ORRLED ••%4•CT L 7%i %r/x"%I/" L Y/1-%rh"W/' M L 2'•XPXj-- AT EKN END OFEAL PER. SECTION B-B SECTION C-C DETAIL A ALTERNATE DETAIL A REFERENCE STANDARD DI-7, 7A OR 7B WITH FLUME CONNECTION RCM NO B`v�STANDARDS 12,1 TO 38" PPE EWsaN DATE SHEET 3 E s -2 VIMM DEPARTMENT OF TRAN9CRTAWN D4.24 �VDOT: STD. MEDIAN DROP INLET (DI-7) C14 NOT TO SCALE SEE STANDMb SL I'm A4kICMERY E SMEtr SLATS. B STNDMID IM-1 NDTE• 1 FRAME L COVER THE TOP (K MASONRY 5 t0 E LEFTSUFFICIENTLY LOW TO F ER L AANSTIENT OF COVER ARE TRANS TO MCI, S THE USE OF EN OR R AS DIRECTED ENOECTEO BY THE KER �A ' 4,1 DIMEIER=4,e".12 = WKL TRCKESSI SECTION 9-8 BRICK CONCRETE OR CONCRETE BLOCK 45• HALF PLAN VIEW 1rB J HALF SECTION A -A I.T. FRAWE AND COVER REMOVEDI BRICK CONCRETE MOTE& L QUANTITIES SHOWN ME FOR MANHOLE WITHOUT PIPES. THE MDWT D15PACE0 BY WPLS IAIST E DEDUCTED TO WAR THE DUADITa 2. CDW 1ND LD OftOF 9 CUANI4EUSYD N 3. INCREMENTS TO E AODEO FOR EKN MOUION L FOOT N DEPTH. •. WIERKS Wr E BNCK.COMCETE OR APPROVED CONCRETE MAIIOCE ROCK. 5.1 BLOCKS ME USED THE WNWM NE THICKSS OF SAE 6 TD BE 5' OTHER THICKNESSES ME TO CONORM 10 WKL INCKNESS SHOWN FOR CONCRETE. 6.KL CONCRETE 10 E CLASS M. AB THE M""EART 1$ BE0MSNARPEAp W, ACCORDANCE .1N STMDMD 6-1. THE COST OF FURNISHING MD KAONG XL WTERALS R:CENT& TO ME MESTCUN THE POTHSTRUCTURE, W SPECIFICATION XV00T REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROM AD MANGE sTANOMos 302 VRDNA DPMTMENT OT TRANSPORTATION REASON DATE BEET I OF 3 Ou2U IDE.01 TMLE OF QUANTITIES OEPTN BRICK Mml CONCRETE MANHOLE MINK CONCRE If CONCRETE FEET THWSANDS CUYMDS CU.YARD9 • 0.5 0,165 L+aT 5 0. 0.755 160 6 0.9 0.755 IN, .7B5 2. 5 R 0]e5 ZABS 9 IA 0.785 2]47 O 1.6 0.785 3.009 R 1.9 0.910 3.455 12 2.2 0.9)0 ]-0D 0 2.5 0.970 4.179 M 2.5 0.7 4.•N, R5 31 01970 4.903 16 3.4 D I +A I 1n5 fiO3 INCREMENT 1 0.45 1 D.5112 VDOT: STD MH FRAME & COVER NOT TO SCALE NOTES 1. THIS ITEM MAY BE PRECAST OR CAST N RICE L CONCRETE TO BE CLASS AT IF CAST IN RAGE. +ODD PSI IF PRECAST. 3. COMBINATION CURB L GUTTER HAYING A RADIUS OF MO FEET OR LESS (KONG FACE OF CURB) SHAH BE PAD FOR AS RAOML COMBINATION CURB M GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER. THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SL SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ,ALLOWABLE CRITERIA FOR THE USE OF CG-S IS BASED) ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A I. 2• R OF THE ACT ROAD DESIGN MANI y:1' , D D D D D Y-I„ • • D D D D D THE AREA MAY BE CONCRETE AT THE OFTEN OF THE CONTRACTOR EF,a COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT: CG-6 NUI IU SCALE THE BOTTOM OF THE CURB AND GUTTER WAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MNMUM DEPTH OF T' 15 MANTA ED. V. BURNS 20O 3C EXPANSION ON KEYED) E %PMSION JOINT 3'-10" FOR DETAILS OF INLET JOINT COINER. BARS `= APPROACH FRAME &LOVER BACK OF SIDEWALK JOINT GUTTER SEE STADARD IC-2, f 3 BM G WARP[o BARS C 4^ 2" 9 m� GU TER W N7..S _ BARS C 6.• ••a,• BARE B p : But C2.. _ _ UBBASE HARDWARE % ALE F u i MI F CLOTH 1 - WEEP HOLE. SEE NOTE 8 I I STEPS.'SE NOTE 5 2 D 6• MIN, PLAN SECTION A -A D'MI �A KEYED WHIST. JOINT L-VARIABLE - MA%, 20- L..�� WAAPED 2--6" 8" 3'-0" �3"���IIGUTTER ARg r-I • B APPROACH 3_ y° BARS F BARE E �B 1 #3" DIAMETER - - BARS E WEEP HOLE FRONT ELEVATION BARS F s•• L.B.. s•• BARS B - - - - (GUTTER REMOVED) 3'-D" ,.. I 5X/ BENTW��!TESECTION B-B TYPE A NOSE DETAL SHALL E USED WITH CG-3 6 CC L2%z'•x2%z"xy.. TYPE B NOSE DETAL SHALL BE USED WITH CG-2 A CG-6 STANDARDS. TYPE A t9�q GKVNJZED TYPE B /1X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' r0 ANGLE IRON AT 2'GC. CONNECTORS AND IS TO BE ANCHORED WITH %j' % 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C. 2" PR.PAVEMENT DI-3A u 01-M L N-3C ,_, � ,- e. WARPED PAVEMENT 2 __---- FLOW H ELOW y-p.. 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRIC& XVDOT SPECIFICATION ROAD AND BRIDGE STUDMDS STANDARD CURB DROP INLET REFERENCE SHEET I OF 2 REVISION onrE 12" - 30" PIPE1 MAXIMUM DEPTH (H) 8' z33 104.09 08/10 VIRGINIA OEPMTMENT OF TRANSPORTATION 302 �VDOT: STD CURB DROP INLET( & DI-3C) C14 NOT TO SCALE SEE STANDMAD SL-I FOR APPLICABILITY OF SAFETY SLABS. B STMOMO AW-1 NOTE= 1 FRAME 6 COVER THE TOP OF MASONRY 15 TO BE LEFT L �� GRACE) By T LOW TO PERMIT PROVER I ml ADJUSTMENT FUCOVER MORTAR oa TO BRICK AS DEDCTED BY THE ENGINEER. A B�A • D1AMETER=4'-V+(2 . WALL THICKNESS) h SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK jTB J HALF SECTION A -A (WITH FRAME AND COVER REMOVED' BRICK CONCRETE 5• NOTES: 1.OUANTITES SHOWN ME FOR MANHOLE WITHOUT PIPES. THE AMOUNT DSPLAGEI; BY PIPES MOST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 OJ85 1,43T 5 0.7 0.7M LESS 6 0.9 0.785 1,961 7 1.0 0J95 2.223 5 L2 O.78s 2AB5 9 IA 0J85 2J47 B) 1.6 0,785 20009 H 1.9 0.90 55 12 2. 0.970 . 917 IS 2.55 0 1>9 4.9)0 .17 PT 2.8 0,970 4.541 IS 18 O.IT3 O 4. LO] 65.265 82 ryVCRENENT OAR40 S 0.582 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9' WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH AxITION& FOOT OF DEPTH. ♦. MATERIALS MAY E BRICK. CONCRETE M APPROVED CONCRETE MANHOLE BLOCK 5. IF BLOCKS ME USED THE MINIMUM THICKNESS OF SAME IS TO BE 5• OTHER THICKNESSES ME TO CONFORM TO WAIL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A] ).WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHMEO N ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PUCWC ALL WTERIAS WIDENTA. TO THE SHAPING INCLUDED IN THE HIC PRICE FORR THE STRUCTURE. SPECIFICATION RE°2M MANHOLE FOR 12"TMENT OF 8" TRANSIPPIPE CULVERTS ROAD MMD B� STANDARDS ATIOft REVISION DATE SHEET I OF I . IO6A1 8�VDOT: MH-1 DETAIL C14 NOT TO SCALE R • _•e I . r F. :d.•i •:d i. SURFACE: IIOA 4 "TALE :•w. BAY ATLAS, '. .eL ' .; SUNNLSE C6r NOTES L THIS REIN MAY E PRECAST OR CAST N RILE. I CONCRETE TO E CLASS A3 F CAST N RACE. 4000 MI IT PRECAST. ].OANED IWADIUS OF DRCIBIED `�F CU WILL PAID RADIAL UM. 4. THE DEPTH OF CURB Wr E EDUCED AS MUCH M 3" 05" DEPTH) OR MCEASED AS MICR M 3" (2r DEPTM M ORDER THAT THE BOTTOM OF CURB WILL CONCOE ACTH THE TOP OF A COURSE OF M PAYMENT S E STRUCTUE. OTHERWISE THE DEPTH IS TO E 1e` AS S IDIN. NO MWUSTMENT N THE PRICE m 5 TO E WOE FOR A DECEASE OR AN NCRI IN DEPTR. SCG-2 6 TO E USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOW N APPENDIX A OF THE ACT ROAD DESIGN I M UIL. » DBDM STANDARD 6" CURB 502, VEIGNA DEPARTMENT OF TRIN9EETATCH IN. V06 ML01 VDOT: CG-2 NOT TO SCALE Face of Curb invert Line Lel1 Edge of PPavement 12, C. ,r Z, ! r t toRibbonrwt Curb Slope If �'�I match ad //acenl R•!b' RoadLvoy 516pe I Q J f R•125'- - - - - 2 - "I Ribbon Curb J' �{� 2• Rollfon Curb FIGURE B(1)-13' CURB AND GUTTER DETAILS 10 VDOT: ROLL TOP CURB & RIBBON CURB C14)NOT TO SCALE SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OP •G�1 U J S N S IMP a Lic. o.4 183 �SrSIONAL ti�0 ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 FILE NO. / I I VDOT & ACSA DETAILS C14 I' COMPRESSION . 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1' TTPE 'K' O SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR MAL RESIDENTIAL AND IRRIGATION SERVICES. 1'x1'X1' TEE MGM NO SWEATED FITTINGS 2• DUAL SERVICE R 1' CONPflE58 M x 3/4' MALE PIPE COUPUNG OR APPROVED EQUAL I" TYPE 'K' SOFT COPPER U) O FOR USE ON DETACHED SINGLE FAMILY RMDENTAL SERVICE WERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE CASTIRON UD FINISHED GRADE 12'-15' LOCKNNG METER SAUL BOX Y UET 36' MIN. COPPERSETIA 1/8 BEND COUPLING >s METER CORPORATION STOP BRICK AS ^/Y. ' u +�2 N�','••- :1 NECESSARY 'a% SAND OR DUST UNDER 4' DIAMETER DRAIN PIPE, 12' BOX AND BETTER (2-INCH LONG STONE POCKET, WOT MINIMUM THICKNESS) ..�+', )%,?R•_=_xR ;,:).�:��.x SPEC. 203, NU. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TO-10 ACSA: 5/8" & 1 T' WATER METER INSTALLATION NOT TO SCALE CG 42 A •5 DOWELS. ■" LONG �� PERMISSIBLE AT 1T CC S'MIN. INSTRUCTION yMN 12..1 MP%. y 1241 MAY. QQQ 'F- Z B TF\ �• 121I MAX O / J} � RAMP RAMP WITH BUFFER STRIP (SEE TABLET (SEE TABLE) TRMSITION GUTTER PAN SLOPE TR/MOTION GUTTER PM SLOPE TO 20:1 THROUGH RAMP LENGTH TO 2DI THROUGH RAMP LEA No NGTH GUTTER PAN MAXIMUM SLOPE 20:1 1�l I'rl u.x i• 5'-O" Mw _� TO MATCH FACE WITHOUT BUFFER STRIP OF ROADWAY CURB BACK OF CURB A 1 2011 4 ,1 EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT ILANDING 4WI.. C ARP SECTION A -A LIMING 0IMAx_ aoFE a DP( MIECTABLE WARNING SURFACE PERMISSIBLE CURB CONSTRUCTION JOINT CROSSWALK =3 'MA „ SECTION B-B pis CONCRETE CURB NOTES ONE DIRECTION ONE DIRECTION I FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. WITHOUT BUFFER STRIP WITH BUFFER STRIP SEE SHEET IOF 5, 2- THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 3 GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 201 AT THE RAMP OPENING. T,����7',�I 4. DIAGONAL PLACEMENT IS NOT PERMITTED. TYPE B PARALLEL APPLICATION ROADWAY GRACE IN PERCENT INIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 B 3 6 9 4 6 12 5 10 5 6 14 IS \V DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 204.03 04/19 CROSSWALK CONCREtt CROSSWALK TWO DIRECTIONS SMALLER RADII TWO WITHOUT BUFFER STRIP 1OPY O THE OWN& SEALED MO SIGNED DRAWING IS ON FILE IN THE CENTRAL OFF)( CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION ]�)VDOT: CG-12 TYPE B C1 5) NOT TO SCALE ARGER RADN STRIP SPECIFICATION REFERENCE IO5 502 504 GROUND ELEVATION 52E STONE TOP 525 CHAMBER ROW TOP 524 1.00' 11 )MC-4500 DETAIL C15 MA'2 EABTRM PAVEMENT-�T �EffilN0 PAYEIENT rl PROPOSED PAVEMENT WIDENING PROPOSED PAVEMENT WIDENING PROPOSED ASPHALT Ott,(.- PROPOSED ASPHALT..• CONCRETE SURFACE COURSE CONCRETE SURFACE COURSE MINMJM ros[ W/yB MINIMUM 165 IE/ye' RAL NolxlETNG 3" SAW2 UT O SMINNMUMND VE MATERIAL 0 TOP OF A BEIILH YJOINTpp55 ppp3E E7p5 �' PAVEIp1T PROPOSED PAVEMENT LAYERS ASPHALT TALK COAT PAY[MEMT PAVEMEMF LAYERSGATE. REQUIRED ASPHALT TACK COAT REQUIRED E�LATER EGTI iE I AGGREGATE AG(XESLRI GGATE I ADGIEGGA ( S(BCRODE T SUEDRADE PAVEMENT CONSTRUCTION JOINT DETAIL PAVEMENT CONSTRUCTION JOINT DETAIL (EXISTING PAVEMENT OVER 6" IN DEPTH) (EXISTING PAVEMENT LESS THAN 6" IN DEPTH) DRAWING NOT TO SCALE) (DRAWING NOT TO SCALE) END OVERLAY NOTES: MM 100' L WHEN THE PAVEMENT DESIGN IS GREATER N DEPTH THAN THE DEPTH OF THE EXISTING PAVEMENT, SUBSURFACE DRAINAGE MAY BE REOA/ED BY THE ENGINEER. TAPERED END OUST 2. OVERLAP THE EXISTING PAVEMENT AS SHOWN N THE CONSTRUCTION JOINT DETAILS. APPROVED VED BY E1 Y 3. AAVE ENT ABUARSTINUCPAON JOINT SHALL BE PROVIDED AT ALL LOCATIONS WHERE NEW 4. THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED TO THE SUBGRADE AM COMPACTED PER VDOT SPECIFICATIONS. TION 5. SURFACE OF WIDENING AREA SHALL BE FLUSH WI1N THE SURFACE OF EXISTING PAVEMENT SEE CINSTTR E JOINT DE PRIOR TO OVERLAY. IPAVEMEIILTI 6. MILLING OF NEW AND EXISTING PAVEMENT MAY BE REOURED TO ACHIEVE ACCEPTABLE PAVEMENT CROSS -SLOPE AND PAVEMENT DRAINAGE. 7. OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AMU EXISTING PAVEMENT WITH A MINIMUM OF 155 LBS/SO YD OF ASPHALT CONCRETE TO A PONT AT LEAST TOO FEET BEFORE AND AFTER SEE CONSTRUCTION THE LIMITS OF WIDENING. JOINT DETAIL ■. ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRIPE THE WORK ZONE AS REQUIRED ED TO ACHIEVE A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER. / 9. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORMTTI TO THE (IONS SHALL HITS OF SECT" USING A 10 E DE SPECFGE I EXCEPT THAT ALL JOINTS AT TE-N LOCATIONS SHALL BE TESTEDPECIA TI FEET A OF THE INTACT DINTS. / IwERED p STRI/O4TE0(E N ACCORDANCE WITH THE REOUEYENTS OF SECTION BETWEEN / BE APPROVED MUST THE VMNATION FROM THE TESTING EDGE OF THE S�AKRITEDOE BETWEEN ANY TWO CONTACT POINTS ANY ENGINEER WITH THE PAVEMENT SURFACE SMALL NOT EXCEED I . MNL 10D' 10. PAVEMENT WIDENING PERFORMED UNDER A VDOT LAND USE PERWIT SHAI HAVE A PAVEMENT DESIGN PROVIDED BY THE PERMTTEE NO APPROVED BY THE MATERIALS ENGINEER. BEGIN OVERLAY PLAN VIEW MAMM NOT TO SCALD WR St 303.02 CG-12-INS PAVEMENT WIDENING VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT: ASPHALT PAVEMENT WIDENING NUI IU SCALE DETECTABLE W DASHED LINE EXAMPLE CUT PATTERN EXAMPLE RADIAL INSTALLATION 3! EXAMPLE BLENDED TRANSITION ""'-----,__"-_.... (NOT FOR USE IN NEW CONSTRUCTION FOR RETROFIT OR ALTERATIONS ONLY) NOTES I LOCATIONS WHERE THE DETECTABLE WARNING CANNOT BE INSTALLED WITH F-2' 3' DETECTABLE A MAXIMUM 2" OFFSET FROM THE BACK OF CURB SHALL HAVE A RADIUS TO ` WARNING PANEL MATCH RADIUS OF THE CURB. DETECTABLE WARNING PANELS SHALL HAVE A 11 2'. YDETECTAPLE FACTORY RADIUS OR IF APPROVED BY THE ENGINEER MAY BE FIELD MODIFIED 2'. 4' DETECTABLE WARNING PANEL �WARNI PANEL 2, AS RECOMMENDED BY THE MMUFACTURER TO MATCH THE BACK OF CURB JOINTS BETWEEN DETECTABLE WARNING PANELS SHALL BE FACTORY EDGES. (/\ / 3. CUT SIDES OF PANELS ARE NOT PERMITTED TO ABUT ADJACENT PANELS, OF DOMES ON ADJACENT PANELS THAT WILL BE MODIFIED TO \ KICNAENT / FIT A RADIUS SHALL BE MANTAWD WHEN FELD MODIFYING DETECTABLE WARNING PANELS. 4. DETECTABLE WARNING PANEL SIZES SHOWN ARE FOR EXAMPLE PURPOSES. OTHER PANEL SIZES MAY BE USED IN ORDER TO MAINTAIN '� / \\ ! T\� V-FACICRY EDGE TO 5. CONSISTENT ALIGNMENT OF THE DOMES FOR EACH CURB RAMP LOCATION. BLENDED TRANSITION CURB RAMPS ARE FOR ALTERATION SITUATIONS DASHED LIE J FACTORY EDGE WHERE STANDARD DIRECTIONAL CURB RAMPS ARE HOT FEASIBLE DUE 10 SUE EXAMPLE CUT CONSTRAINTS, BLENDED TRANSITION CURB RAMPS ARE NOT PERMITTED PATTERN ��L-2. 3'DETECTABLE FOR NEW CONSTRUCTION WARNING PANEL 6. PATIK DETECTABLE WARNING DOMES THAT ARE THE RESULT OF CUTTNG PANELS SHOULD BE GROUND FLUSH WITH THE PANEL SURFACE. 7. GARS BETWEEN ADJACENT DETECTABLE WARNING PANELS ME NOT PERMITTED. 8. SEE PLANS FOR CROSSWALK MAKINGS. TURNING AREAS. ROUTE WIDTHS, GRADE CHANGES,AND RAMP CONFIGURATIONS. `VEJOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 2 OF 2 REVISION DATE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS 502 20407 NEW 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 6�VDOT: CG-12 METHOD OF INSTALLATION C1 5 NOT TO SCALE CC-tz GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED TIMES. 2, ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WANING SURFACE. DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS APPROVED PRODUCT LIST NUMBER 72. 3. SLOPING SUMS OF CURB RAMP MAY BE POUKD MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4, REQUIRED BARS ME TO BE N0.5 X 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF IKE RAMP FLOOR, MID DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER III/j'. 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURET RAMPS ME INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM! WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP LANDING FLOOR 8. CURB RAMPS WILL BE NSTKLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, LICHT POLES, FIRE HYDRANTS. DROP INLETS, ETC. 9. RAMPS MAT BE PACED ON RADIAL OR TANGENIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS O THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB, 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB. 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MANUFACTURER FOR METHODS OF INSTALLING DETECTABLEWARNINGSWMRNRGS ON AOR MS NOTE: CDMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING. HYDRAULIC CEMENT SIDEWALK (DEPTH N INCHES, AEA N SQUARE YARDS) CURB WHEN REQUIRED (CC-2 OR CG-3 IN L A FEET) DETECTABLE WARNING SURFACE (AEA N SQUARE YARDS) EACH OF THE ABOVE ITEMS IS A SEPARATE PAY REM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP 510EWALK RMIp 12=1 NA% 481 MA% �RT B]� IAA MA% TYPE A PERPENDICULAR ttl MT , )? NAff'!!! - J5• MINMAX YPE PARALLEL A MIN AT X , 2" HIGHER THAN T EDGE OF PAVEMENT AT X X . SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME C-C o I O O O O 0 L 0 0 0 O 0 0 0 0 0 0 0 s u- 0 0 0 0 0 0 0 0 0 O 0 O -fF LANDING RAMP 4 u� 00000000000000 0 Io 000000000000000 H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rR o 0 0 0 1, 0 o O o 0 0 0 0 0 0 5OX-65X OF BASE DITER TOP DIAMETER 000000000 000009 DETECTABLE WARNING o AT BACK OF CURB I 0.9"-1.4" VARIABLE HILL WIDTH OF RAMP FLOOR SEE NOTE 11 BASE OAMETER TRUNCATED DOME PA• LIE DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET I O 5 REVISION DATE (GENERAL NOTES) IDS 502 204.01 04/N VIRGINIA DEPARTMENT OF TRANSPORTATION 504 VDOT: CG-12 GENERAL NOTES NOT TO SCALE 4 > .4e ; .< 4" - 3,000 PSI CONCRETE 00000000000nnono00000 4" - VDOT #21A BASESTONE -III-III-III COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION 1.F) J NOT TO SCALE 1.5" OF SM-9.5A 2.5" OF BM-25 0000000000000000 6" - VDOT #21A BASESTONE III III =� COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION NOT TO SCALE 2" OF SM-9.5A SUPERPAVE 0000000000000000 6" - VDOT #21A BASESTONE III III III III =� COMPACTED SUBGRADE TYPICAL DRIVEWAY, MULTIUSE PATH & EMERGENCY ACCESS SECTION \C15 NOT TO SCALE A PERMISSIBLE CONSTRUCTION JOINT - (.�� r P5 DOWEL.■" LONG ■ 12' C-C e L�l %�L' t\I 1 B \-71UAISIT10N GUTTER PAN SLOPE TO 20:1 THROUGH RAMP LENGTH A TRANSITION GUTTER PAN SLOPE QUTTER PM MAXIMUM SLOPE 20:1 TO 2DI THROUGH RAMP LENGTH 4'-0" Min. BACK OF CURB 1211 MAX. 48.1 MAX. 20:1 2' MITI SECTION A -A PERMISSIBLE CONSTRUC LUH JOINT SECTION B-B NOTES: 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5. 2 THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WEER SIDEWALK. tM,-N-: (4'WOEI REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH B FEET FOR NEW' CONSTRUCTION. 3. CUTTER PAN SHALL BE A MAXIMUM SLOPE OF MIT AT THE RAMP OPENING. 4, OIAGONK PLACEMENT IS NOT PERMITTED. cc R LL j� h=11=J1� 11-11• VTI�II%II'-_ ■ TYPE A WITH BUFFER STRIP EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT Y JYJ � �a VT N _ �K V IC SSW�J,K CR OSSW)K II TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) SAFER["M A COPY 12D DETECTABLE�WARON NINGN THECENTRALXvDrJr L ROAD AND BRIDGE STANDARDS lljsox TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF 5 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 04119 201.02 ]::�VDOT: CG12 TYPE A C1 5 NOT TO SCALE AIL -3C TOP 525.77 100-YR WSE 524.68 10-YR WSE 523.27 WEIR TOP 523.40 a ° a. 2-YR WSE 521.23 f� 24X5.5" ORIFICE 1-YIN WISE 520.86 INV. 520.90 4 Q 2.2" ORIFICE INV. 516.72 -PROVIDE A TRASH RACK FOR THIS ORIFICE 1o�WEIR WALL DETAIL C1 5 ) NOT TO SCALE SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OF U J S N IMP a S Lic. o.4 183 01 6SSIONAL ti�0 3T6 1.6 D D E ROAD PLAN 2.: , -I * E PROFFIT ROAD 4%75 5 _ V N TOWNHOMES SOUTH ■ K K RESERVED 2C F ■ PARKING_ ACCESSIBLE- N 2C E ALBEMARLE COUNTY, VIRGINIA T SUBMISSION: IS R,AB 2021.07.01 q7 G WIN REVISION: ADS GEOSYNTHETIC 601T NON -WOVEN GEOTEXTILE 4" 6 18" ADS N-12 AROUND ALL STONE LAYERS INSPECTION PORT 2021.09.07 MANIFOLD GROUND ELEV. 528.05' 1.30' STONE TOP 525.80' 1 #3 STONE ATOR ROW TOP 524.80' 1s ACCESSIBLE OR F TW 0 ' STO�H OLATOR R W 75 MC-4 TYP. TOR BOTTOM 519.8' MAN ACCESSIBLE FILE NO. BER BOTTOM 519.5' R7-8 NO PARKING 18.041 i" U ERR�RAN INV. 517.50' 5' #3 STO A B c D E F c N J K L 8.33' 17 6 375 43B 1.5 ISD 3 1D 1471 3" IS STONEol BOTTOM 517.50' LEGEND - GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) 18 B 375 A>a 225 2D 1 I 15D I 24M 1 6.7M 15 SITE DETAILS - BACKGROUND -WHITE (RETROREFL) 24" SUMP 24" SUMP 'Reduce spacing 50%. PARKINGAMICATO■ DIRECTIONAL APPLICATION "See page 6-31. COLORS LEGEND -GREEN (RETRORETLECTIVE) OR BACK COLORS LEGEND -WHITE (RETRORERECTNF) ***Seepage 6-2 foT arrow design. BACKGROUND -WHITE (RETROREFLECIWF) BACKGROUND -BLUE IRETRORERECTNE) 12 HC PARKING SIGNAGE SHEETC15OF17 C15 /NOT TO SCALE C15 Page 6H-48 September 2019 Lane Closure Operation with Temporary Traffic Barrier' (Figure TTC-20.2) NOTES Guidance: 1. See Table 6H-5, page 6H-6 for recommended spacing of advance warning signs. 2. SHOULDER CLOSED MI-5a) signs should he used on Limited -Access Highways where there is no opportunity for disabled vehicles to pull off the roadway (see Figure TTC-6). 3. When closing a lane, a PCASI S should be used in advance of the first warning sign if all of the left side signs cannot be installed. 4. If drivers cannot see a pull -of fares beyond the closed shoulder, information regarding the length of the shoulder closure should be provided in feet or miles, as appropriate. 5. An einergencypull-of'area should beprovidedper Section 6G.18 and Temporary Tmfrc Control Figure TTC-8. Standard: 6. On divided highways having a median wider than 8', right and left sign assemblies shall be required. 7. Group 2 channelizing device spacing shall be at the following: Group 2 Channelizing Device Spacing Location Spacing Speed Limit Location (mph) Spacing 0 -35 36 + Speed Limit (mph) Location Spacing Speed Limit (mph) 0 -35 36 + 0 -35 38 + Transition 20' 40' Tmvelway 40' W Constmclon Access 80' 120' Cons an access spacing may be increased to this distance, but shall not exceed one access per mile. 8. For taper lengths, see TTC-19.2 9. See Table 611-6 for barrier transition flare rate.' When the barrier transition flare' is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line flare. 10. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. b. Where cut slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A-4 of Appendix A for clear zone values). d. When barrier end is inside the established clear zone, attenuator service Type I or Type II shag be used. Refer to L&D special design drawings. 11. Barrier panels 8 inches in width and 12 inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and spaced on 80' centers along the parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic lens sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier g B g g P becomes parallel to the roadway shall be a Type B flashing light. Barrier delinators shall be spaced on 20' centers along the transition or taper sections and spaced on 80' centers and centered' in- between the barrier panels along the parallel or tangent sections' approximately 24 inches up from the roadway surface. Guidance: 12. Eradication ofexistingpavement markings should be as shown in Figure 77C-55. lion: 13. The barrier shown in this typical application is an example of one method that may be used to close a shoulder and lane' on a lone -term mpiect. 14. Long-term transvere rumble strips may be installed to enhance the work zone see Chapter 6F. Section 6F- 99 paragraph 12 and 13 for installation guidance and spacing.' 1: Revhkm 1-4n/2015 2: Revision 2- WV2018 Page 614-54 September 2019 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) NOTES Guidance: 1. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500.800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flogger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line ofsight from the graphic flogger symbol sign to the flogger. 3. To maintain efficient traffic flow in a flagging operation on a two-lane roadway, the maximum time motorists should be stopped at a flogger station is 8 minutes for high volume roadways (average daily traffic of 500 or more vehicles per day) to a maximum of 12 minutes for low volume roadways (less than 500 vehicles per day). For additional information see Section 6E.07.2 Standard: 4. Portable Temporary Runde Strips (PTRS) shall be used as noted in Section 6F.99. 5. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 611-3 on Page 6H-5). 6. All naggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 7. Cone spacing shall be based on the posted speed and the values in Table 6114 on Page 611-6.' 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. lion: 8. A SLOW (W21-V I O) sim' maybe repaired in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reaching the flogger station or queued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W34) sign then the signs, and if used the PTRS'shou/d be readfusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highawy-mil crossing (see Figure TTC 56for additional information on highway -rail crossings). Standard: 11. At night, flogger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones may be eliminated when usingilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flaeeer is visible to road Standard:' 14. When used three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20- V26) sign shall also be utilized. 1: Revision I-4/1/2015 1: Revision 2 - 9/1/2019 September 2019 Lane Closure Operation with Temporary Traffic Barrier I (Figure TTC-20.2) Page 6H-49 END _ _ F END Umbom_17500'+ ROAD WORK G20-2 IV) CD PANELS CD SEE NOTE 11 Y 6- LINE BEGINNING Of BARRIER DELINEATOR AT ANGLE BREAK SEE NOTE 11 a z OF BARRIER 8' LINE S' TYPE R w En WARNING LIGHT ~ a EE NOTE 11 a. BARRIER PANELS _ SEE NOTE 11 BARRIER DELINEATOR O SEE NOTE 11 300' O GROUP 2 CHANNELIZING MIN. DEVICES SEE NOTE 7 CL� , ERADICATE SEE NOTE 9 200' OF EXISTING O PAVEMENTMARKING GUARDRAIL SEE NOTE 11 O a SEE NOTE 6 a ILLUMINATED FLASHING SEE NOTE 11 _� ® AMBER ARROW TYPE C SEE NOTE SEE NOTE R4-V7L KEEP LEFT SEE - ONOTE1 FIGHT LANE CLOSED HEAD SEE - NOTE 1 ROAD WORN AHEAD 1: Revision 1 - 4/1/2015 2: Revision 2 - 7/1/2018 September 2019 SEE NOTE 3 l] SHOULDERTAPER ; I .1 00 W4-2R i OPTIONAL LONG-TERM TRANSVERSE RUMBLE STRIPS SEE NOTE 14 i uNE Exos MERGE W9-2L LER i�- RIGHT I xf W9-3R D O HUD HU ROAD t t t I6 WORK HEAD W20-1 PCMS - SEE NOTE 3 Page 6H-55 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23. aV;Hv x90M '9F avow OY3HY 3NYI 3N0 sawn nnm � dt INV3i 38r- ___ '•T � ' - m �R -- 0 8 S 9 'E'Z S310N 33S ° 0 NOLLV_LS 8900VTU ° 0 0 PTRS SPACING (CENTER TO CENTER) POSTED/STATUTORY SPEED LI S40 MPH 10 FEET 41-55MPH 15 FEET > 55 MPH 20 FEE PTRS SEE NOTE 4 lilililililililililo 0 0 0 0 r T 009 saps avow aNa ROADWAY CENTER LINE PTRS SEE NOTE 4 & 14 1: Revision 1 - 41112015 2: Revision 2 - 9/1/2019 1 t G20-2 (V) 50' -100, BUFFER SEE TABLE 6H-3 - 80'- 120' SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 50' - 100, FLAGGER STATION SEE NOTES 2, 3, 5 & 6 SEE NOTE 1 • Nit W20-7 SEE NOTE 1 BE PREPARED W3-4 SEE STOP SEE NOTE 10 NOTE 1 mNsu Mrs W20426 SEE am SEE NOTE 15 NOTE t ONE W2o 4 ROAD AD SEE AMEAO NQTE 1 ROAD WORK W20-1 AHEAD Page 611-14 September 2019 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.2) Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 8', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), RIGHT SHOULDER CLOSED (W21-5all)'), even though only one shoulder is being closed. For operations less than 3 days In duration, sign assemblies will only be required on the side where the shoulder is being closed. Guidance 2. Sign spacing should be 130V-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Option: 3. The SHOULDER WORK (W21-5) sign on an intenax;tine roadway may be omitted where driven: emeMmg from that roadway will encounter another advance wamin sign gn prior to this activity area. 4. For short duration operations of 60 minutes or less, all siM and channelizing devices may be eliminated if a vehicle with activated hi -intensity amber r tating fl`shinp„ ml oscillatinglights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating, fights. 6. Taper length (L) shall be at the following: Taper Length L Speed Omit ra h no Width Fast Remarks Speed Limil ra h Lane Width Fee! Remarks 9 10 11 12 9 10 11 12 25 95 105 115 125 L=S2W/60 50 450 Soo 550 600 L=SW 30 135 150 165 180 180 L=S2W/60 55 495 550 605 660 L= SW 35 185 205 225 L=S2YV/60 60 540 600 660 720 L=SW 40 240 270 295 320 L=S2W/6D 65 585 650 715 780 L=SW 45 405 450 495 540 L=SW 70 630 700 770 840 L=SW Limited Access highways shall use a 1000' merging taper regardless of the posted speed, for shifting taper see Table 6H.22 Shoulder Taper = M L Minimum 7. Channelizing device soacine shall be at the followine: ChannelizinilLosvice Spacing Location Speed Limit Location Speed Limit Speed Limit Spacing n' h Spacing (mph) Location Spacing (Mph) 0-35 36+ 0-35 1 35+ 0.35 30+ Transition 1 20' 40' Traw1wa 40' 80' 'Construction Access 80'1 120' *Construction access spacin may be increased to this distance, but shall not exceed one access per Y mile. 8. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 9. The buffer space length shall be as shown in Table 611-3 on Page 611-5 for the posted speed limit. 10. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes. 11. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1-4/1/2015 2: Revision 2 - 9/112019 e TRUCK AUTO -TURN SCALE: September 2019 RIGNT HOULDER '•R CLOSED PI SROUL UL0ER �i CLOSED ARM ROAD WORK Bali 1: Revision 1- 4/1/2015 2: Revision 2 - 9/112019 Stationary Operation on a Shoulder (Figure TTC-4.2b L .J Page 6H-15 END G20-2 (V) ROADWORK 500' ± 80'- 120' SHADOW VEHICLE REQUIRED REQUIREMENT SEE NOTE 10 TILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 9 TYPE B OR C SEE NOTE 6 '• CHANNELIZING DEVICES SPACING SEE NOTE 7 SEE NOTE 2 RIGHT SHOULDER W21-5aR CLOSED SEE NOTE 2 HIGH' SHOULDER CLOSED W21-5bR AHEAD SEE NOTE 2 ROAD WORK W20-1 EAD Maintenace of Traffic: TTC 20.2 & 23.2 to be used during entrance installation. TTC 4.2 to be used for multi -use path installation. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM QA U J S N S IMP a Lic. o.4 183 �rSIONAL i, ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 FILE NO. 18.041 MAINTENANCE OF TRAFFIC & AUTO -TURN EXHIBIT SHEET C16 OF 17 C16 HIMP ENGINEERING, P.C. sign Focused Engineering Jµly 1, 2P1 Adam Moore Vir# n a[DIifientDTratsportation 701`Vdot Way Charloit�le,,Virginia 22911 RE--WB20"00, It Road TownrooJes Soar - Road -Plan Turn Nape Marra Aafalvsis Dear Mr. Moore, Please find attached a warrant analysis for Proffit Rtoad Townhomes South. The final si elan proppses the developmer -of 40 townhome units on Prot R&adJ%etween Pritchett Lane anRoute 2� The�oilowigg items are included with this report?' • VVIXT 9 Traffic Data Is ITl3 Trip Generation Summary • Warrant Analysis Exhibits 7 Please note ih�at�tis analysis include"ew trips generated by Proffit Road Townho es North V—M:2 - 28). The attached analysis shows that a right nor III turn lane is warranted with thtidevelop�nenta If you have any questions, you may contact meat ustin .sh,,ineeringsom or by phone at 434- 953-6116. J Regards, Justin Shimp Skimp Engineering, P.C. J13 M.-SH1MP a N .45183 �SSIONAL El4 11t91tasv0 I shimp engineering corn o ig 5t. i � 90 434.2F 1. VDOT 2019 Traffic Data The following table provides VDOT 2019 traffic data on the 0.54-mile segment from Pritchett Lane to U.S. Route 29. The speed limit on this portion of Proffit Road is 35-mph. For further accuracy, estimated trips generated by the maximum 80-unit townhome development immediately north of the property, Proffit Road Townhomes North (SDP2020-28) has been added to the 2019 AADT and accounted for in this warrant analysis. Proffit Road 24ane highway 0.54-mile segment 35-m h AADT 2019 8000 ITE Trip Generation Daily Total SDP2020-28 564 AADT(Total) 8564 K 0.11 D 0.543 Peak Hour Total 942 Peak Hour Direction A 512 Peak Hour Direction B 430 2. ITE Trip Generation Summary ITE Code Independent Variable AM PM Daily Total In Out Total In Out Total Low -Rise 220 40 Units 5 15 20 16 10 26 262 Multifamily With 40 units proposed, there could be up to 5 trips occurring in the morning peak hour and 16 trips occurring in the evening peak hour. Based on the directional factor given by the VDOT 2019 AADT, right and left turns are likely evenly split in the eastern and western direction. Based on the data above, potential turning movements are highest in the evening, with 8 right turns and 8 left turns into the property. The evening scenario was analyzed, when the highest number of turns would occur. Turns In Advancing Opposing % of Left Turns Morning Right 3 433 - - Morning Left 3 514 433 0.5% Evening Right 8 520 - - Evening Left 8 439 520 2% 3. Warrant Analysis Exhibits Given the existing background traffic, including Proffit Road Townhomes North, and the new trips generated by Proffit Road Townhomes South, right and left turn lanes are not warranted with this development. WARRANT FOR LEFT -TURN STORAGE LANES ON TWO-LANE HIGHWAY ----- eoo -- --- ---T .__.—._ L %Leh lums In V. - �- S = Storage Lmgtn Requved S 700— ____V-.0.noha—__i__ ._... a t_5% w soo 500 .. .. .. .. . .. .. p :: �,, �� S-100 400 a Z _ 300 O •V No Left Turn Lane Required :: • 4 0 200 0 100 I o: 0 200 400 600 800 1000 VA ADVANCING VOLUME (VPH) FIGURE 34 WARRANT FOR LEFT TURN STORAGE LANES ON TWO LANE HIGHWAY ao . - ruLL wIDTN n � L= 60 ..nLV_IHEn g S2 .0 V 30 "plus REWIRED SO I URN LLNLS OR TAFER.S REQ(TRFD ♦ND lnnrn nEOViRLOr MV MMiOACN TOTiQ_ VID4n 3 REA NOUR FIGURE 3.26 WARRANTS FOR RIGHT TURN TREATMENT (21ARE HIGHWAY( Appropriate Radius requiretl at all Intersections and Entrances (Commeroal or Pnvale).. LEGEND VNV • Pa* Har Vakm (also Design Hourly Volume equivalent) z I'AArdmtant for Right Turns For posted speeds at or under 45 mph, PHV nght turns , 40. and PHV total < 300. Mlusted right turns = PHV Right Turns - 20 If PHV is not known use formula. PHV = ADT x K x 0 K - the percent of AADT occurring in the peak hour D = the Percent of traffic in the Peak direction of flow Note. An average of 11` for K x D will suffice Wither, right turn faabties are warranted. see Fiuure 3-1 fw design chtf ' 1115 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SALT OP U JI S N R 1Mp a LIC. o.43183 �`rSIONAL ti�0 ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 FILE NO. 18.041 TURN LANE WARRANT ANALYSIS 1001110:29671rIZi17iw C17