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Home My WebLink AboutSUB202100124 Plan - Revision 2022-02-17ROAD PLAN LEGEND EXISTING NEW 10 1.00' 10 312 12 311.5 x TIT 311.5 TO x 7T 311.5 T W x T'S96T 311.5 BW x X7T /7� /FTN O 0 0 0 0O 0 O0 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 LINE PROFFIT ROAD TOWNHOMES SOUTH OWNER/DEVELOPER Greenwood Homes Charlottesville LLC 6535 Woodbourne Lane Crozet VA, 22932 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 it 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 existingutilities across the line of the proposed work are not necessarily shown on the plans and where shown are only P P Y P Y 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. 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. 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 TurfA/Voods 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 + 40 = 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, & lets 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 ITE TOpGen, loth Edition AM PM Use Description ITE Qty Total in out Total Multifamily Housing (Low -Rise) 220 40 Units17 77fut 24 =17 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 P Y P P tY 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. VDOT DETAILS CONTRACTOR MUST REVIEW THE FOLLOWING VDOT STANDARD DETAILS PRIOR TO CONSTRUCTION. 1. VDOT 315: WP-2 ASPHELT PAVEMENT WIDENING 2. VDOT CG-12: DETECTABLE WARNING SURFACE (GENERAL NOTES) 3. VDOT CG-12: DETECTABLE WARNING SURFACE (METHOD OF INSTALLATION) 4. VDOT CG-12: DETECTABLE WARNING SURFACE (TYPE A) 5. VDOT CG-12: DETECTABLE WARNING SURFACE (TYPE B) 6. VDOT CG-11: METHOD OF TREATMENT CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES 7. VDOT CG-6: COMBINATION 6" CURB & GUTTER 8. VDOT CG-3: STANDARD 4" CURB 9. VDOT CG-2: STANDARD 6" CURB 10. VDOT MH-1: MANHOLE FOR 12" - 48" PIPE CULVERT 11. VDOT MH-1 FRAME & COVER: MANHOLE FOR 12" - 48" PIPE CULVERTS 12. VDOT DI-7, 7A, 7B: STANDARDS DI-7, 7A OR 7B WITH FLUME CONNECTION 13. VDOT DI-3A, B, & C: STANDARD CURB DROP INLET a c' SUB 2021-00124 TAX MAP 32, PARCEL 35 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : V=1000' AIRPORT CENTER '9? uo�rRa c yL a L fl Airport Road Auto Center L2 DEERWOOD Q SITE Ad �4p„Da Pvq y,r WalgreensQ piorfor S P R I N G F I E L D ABINGTON P L A C E The UPS Store Q Target Q Q r �* a� Food Lion FOREST RIDGE Timberwood Grill Q L 1521 FOREST LAKES &31 Map provided by Google.com J SHEET INDEX C1 COVER SHIMPG2.C2 PROFFERS ENGINEERIN C3 EXISTING CONDITIONS-1 LAND PLANNING - PROJECT MANAGEMENT C4 EXISTING CONDITIONS-2 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM C5 SITE PLAN C6 GRADING PLAN-1 C7 UTILITY PLAN-1 ono GRAIDING o I T-1IRITIC � GTE, C9 LANDSCAPE PLAN U J M. SHIMP Y C10 UTILITY PROFILES Li°. 4i181 Z�sj22 4� C11 INTERSECTION SIGHT DISTANCE Assl07yAL 1"N PLAN, PROFILES & OPPOSING LEFT TURNS C12 ROADS PLAN & PROFILES & SECTIONS C13 ACSA DETAILS C14 ACSA & SITE DETAILS C15 MAINTENANCE OF TRAFFIC & AUTO -TURN EXHIBIT C16 TURN LANE WARRANT ANALYSIS ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 2021.09.21 [ACSA] 2022.01.14 [ENGINEERING] 2022.02.15 [ENGINEERING] FILE NO. COVER 18.041 C1 Original Proffers x q ° ii. Multi -Family: Off street parking serving multi -family structures shall be OWNER: ° Amendment relegated to the side or rear of buildings adjacent to Proffit Road and steal I Albemarle Land Development LLC be accessed from the internal road network. • Residential Units: A maximum of forty (40) dwelling units shall be built on the ° ' PROFFER S'TA1'EMENT property. �—, �� 2. INTERCONNECTED STREETS AND TRANSPORTATION NETWORKS: By: Albemarle Land Development LLC Upon demand by the County, the property owner shall prepare and record, at its sole ZMA Number: 2018-00019 expense, a deed or other instrument (c ollectively, ,The "deed" establishing an access Y ) - Title: LLC Member easement for the purpose of providing interparcel interconnectivity. The access easement Tax Map and Parcel Number: 03200-00-00-03500 shall be for the benefit of Tax Parcel 03200-00-00-029DO and Tax Parcel 046B4-00-00- Tax Map and Parcel Number:03200-00-00-03500 it Owner: Albemarle Land Development LLC 005AO and its owners and users and shall be located to provide access from Tax Parcel 03200-00-00-03500 to any future road on Tax Parcel 03200-00-00-029DO or Tax Parcel Date of Proffer Signature: June 26, 2019 04684-00-00-005A0. Before the deed is recorded, the property owner and the County shall agree to the terms of the deed, including the access easement its location, width, and I _ Rezone 3.198 acres from R-1 to R-15 0 maintenance, - ALBEMARLE LAND DEVELOPMENT LLC, is the owner (the "Owner") of Tax Map and - Parcel Number 03200-00-00-03500 (the "Property") which is the subject of rezoning application T ZMA No. 2018-00019, a project known as "3226 Proffit Road" {the "Project"). Ill Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle a County Code). the Owner hereby voluntarily proffers the conditions listed below which shall be ° l ° applied to the Property if ZMA 2018-00019 is approved. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that they are an o v _ — — _ -` J' _ — IT authorized signatory of the Owner for this Proffer Statement.if ,;� _ _ a 1. CONCEPT PLAN: The property shall be developed in general accord with the plans - IT I titled "Zoning Map Concept Plan 3226 Proffit Road" (the "concept plan") prepared by „ _ 21 - = - Shimp Engineering P.C.. dated December 17, 2019 and last revised June 24, 20t9 and if r I shall reflect the following major elements as shown and noted on the plans: _ • Right of NI Dedication: Concurrent with recordation of the first subdivision �I - o1 _ _ Ro.. _ - i J. plat of the parcel, the property owner shall dedicate a portion of the property, - along Proffit Road, as shown on the concept plan, to.public right of way. IL • Right of Wav improvements: Within 120 days of issuance of DertiYicate of 0 - . " occupancy of the 20` dwelling unit on the property, the owner shall provide P Y g P p Y� TIT o J, improvements within the right of way dedication in accordance with the "Right of - Way Dedication Section" shown on the concept plan. = fl _ ° _ - _ 17 Parking Standards: - _ _. ' i, i Sin le Family Detached and Single Family Attached: The front'fagade- 1 II of single family detached and single family attached units shall face -.: `I �' i Proffit Road. No individual lot driveway shall enter directly onto Proffit - ° oad driveways shall onl y • enter onto the internal road network. _> - _ ITT R y �1: i o °.F, I vn-rri nilliu`,I a _IT _ - 4 _ - 1- fi c .-.r o�'r-- -_ �f - {L.,. .` - — ",: ''. _-,i,! _ u. `o `., — ..I => ra r�rnt�•,- �- = - — �' — 1 `. T o li�. I - �;, r - "' .. __ ,_ II. "- L*li—-I�� i . i � aT.IT I .IF IT H ._ n I rL _ SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 UI'' - CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM The undersigned Owner hereby proffers that the use and development of the Property shall be in conformance with the proffers and conditions herein above. This document shall supersede all other agreements, proffers or conditions that may be found to be in conflict. The Owner agrees FIT that all proffers shall be binding to the property, which means the proffers shall be transferred to all future property successors of the land. I r WITNESS the following signature: c Albem le17&d LLC By: :IT COMMONWEALTH OF ViRGiNIA C4-T-Y,ICOUNTY OF 4 14arle to wit: The foregoing instrument was acknowledged before me this 041ay of JG-I,-Wel 2019 by Albemarle Land Development LLC. c�Utt,yr.+.c� Gf Notary Public cim: . �S:a Lic. 45183 Z�s12 4w 1 �l'SSlnlver. �N ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 2021.09.21 [ACSA] 2022.01.14 [ENGINEERING] 2022.02.15 [ENGINEERING] FILE NO. PROFFERS 18.041 C2 Z 1 \ �I \ � 532 - I �\ / 534 \ c 528 - I - I�,' ❑ _ Dense Trees \ ► \ 530 �I N6 \ \ 530 \ 36 - \ is o 1 / 30 TEL.GV I \\ 1 \ \ \ POLE PED o i / \ S32 POLE "' \ OHUGHU—I-OHU—OHUGHUGHU—OHUGHUGHUGHU— HU ,� N 528,E \ _ 10 �l - OHU OHU— OHU OHU— OHU— Lr' gay{U ,'C(/\ POLE _ - 526LO - 1 \ — — 526, \`4,RON 08"E 48 .68' 8 \ FOUND �\ 2 I / - F C \ RON 456. \ FOUND �' \ \ % o\ / 1 ��G /'\ ----- \(REL CAI \E)I 1 v r �• / i 1 / \ \ Q v I \ \ \ \ %% /Q N WELQ T0 BR \ \ ;� P h n T.M. 4 4-5A I \ V I0 o\ \ ! EX. s" DI s C_ ROBERT G. PETCHEL & _ \ DI SA KATHLEE 0. PETCHEL A \ \ \ �� D.B. 296-686 _ / \ - D.B. 1685 11g� 12 PLAT ---` \ \ � _ / / f- D-B..-- 1069 28 & 29 PLAT \ \ • \ \ w o % �? / mac,` � � D.B. 95 -443 PLAT \ I \ \ \ \ % a EX. GRA/WHLBR DRIVEWAY o \ \I ° I I �I / Z NED R1 V A \ V A / _ ► / SLEE EI STE / 0 Ln \ I Co \ I \ \ \ EX. BUILDING TO BE \ W \ \ \ W REMOVED / _ ► I m 1 Q ► \ \ \ I �p 1 \ EX. WM T BE REMOVED = \ m \ \ V \\ \� --/ pC �1�� ABANDON\C NNCMON AE\ \\ I v 1.10 CID 8" DI SAN O E . 8" DI S EX. 8�' DI SAN \V 1 1 v V A7 \ I 0 \ S3 \ z \ \ \ I _ _ / I \ w \ T.M. 32A-2-2 5 TREES TBR \ \s2 T _ =m 20- \ _ \ o - - I v' A ��PLBEM ARLE LAND DEVELOPMENT, LLC _ \ \ \ I D.B. 254-160 D.B. 1794-107 N. I s2 \ \ / \ v I ► D.B. 439-185 PLAT s I {,'� I \ _. -- -- - - - _ � t: ) \ y � \ � ►I � \ D.B. 5154-753 QTRES TBR 32-29D T.M. \ r \ T.M. 32-35 MAPLE GROVE \ V CHRISTIAN CHURCH \ \ 3.20 ACRES CP \ N < D.B. 2303-626, I \ ALBEMARLE �tAAIp DEVELOPMENT, LLC -/ D.C. 630 THRU 633 PLAT \ D.B. 5-9�® PLZ96 I U` CI m z I \I ► \\ o, D.B. 1406-131 PLAT \ 1 D.B. 512-516 PC;�T o o v \ 0 1 D.B. 1011-131 PLAT I / N \ ZONED R15 D.B. 781-200 D.B. 294-555 PLAT I A A O I V� ZONE*R1 A vv v z SR 649 EOP 522 0 1v w I 0 s �� ► \ / CP v / I / 524 0 REES TBR — v `51 Q 9 --- __ Dense ,Tree _ 26 5�A IRON FOUND SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH O �•A Gam, O U J M. SHIMP Y mLulic.Lic. . 45183 ��Z jlSJ22 �� A4VSjrVVAl. V, ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH — — — — — / \ tP I U• Z I S27°59'12"W 338.89' - - ----- - \ �N ALBEMARLE COUNTY, VIRGINIA --__-----I--_--.--528----- \ 1 '�r — — — — — — — — — — , — \ I I 1 I ► SUBMISSION: _ 0 ►1 I ► 2021.07.01 530 — 15' NONEXCLUSIVE RIGHT p - -' 1 I �ND�ES=B 505-615) �, REVISION: / ----__ _ 1 - - - - - - 44.69 EX. GRAVEL DRIVEWA TBR �� 530 — — 1R0 s2s°oa's9"w 169.so' II 2021.09.07 01 530 1 2021.09.21 [ACSA] IRS \ do Dense Trees FOUND I 2022.01.14 [ENGINEERING] / N9 e2� \ I e o — — — — — — — — — — — 532 — — \ \\ \ 2022.02.15 [ENGINEERING] r - .532 � FILE N0. IG �N \ \ 18.041 \ ��o \ EXISTING CONDITIONS / 0 y ° v I Z_ 0� v 20 0 20 01 0 60 � C 3 Scale: 1 "=20' 9"C' / I � EXISTIN \ �� 3ANITARY PIPE 528 \ - - - 532- a? z N� �/ \\ \ \ I = \ Brush 0` Z XISTING 20' UTILITY EASEMENT 1 / \ -0- POI F — L XISTING SANITARY MANHOLE s28 _ _ _ _ _ \ _ _ EstesPk-2 ;5 -r � � CP 526 / s / \ 526_ \ I \ \ IRON - Dense Trees FOUND DB 301 PG 407ARY SEMENT \\ ...... 10 N \ \ Ni,+ T.M. 46134-5A r' I Imo' ROBERT G. PETCHEL & O poo KATHLEEN 0. PETCHEL C \ 168.5-11 12 M. 4 4-5A AT ROBERT G. PETCHEL & \ �.J D.B4296- n T. s \ \ I co .s j s D.B.\B. 1069-28 4 29 LAT 's 52 THLEE 0. PETCHEL \ \ B. 955-44331 0)4KA T 0 \ D.B. 296-686 — \ Ir D.B. 1685 115� 12 PLATAl" — — A -&B-10&9 28 & 29 PLAT D.B. 9 -443 PLAT \ I I g22 X Z NED R1 A I \ ? \ \ 0' SANITARY EASEMENT DB 5301 PG 396 I �. 522 BRUSH v 0 520 I /Q 516 50 514 / / _�� - _ — 8„ SDR-26 SAN-�- I /5 Y2 II I I s� _ / 51\ CP � C' — — — _ .10 S/o 20STORM orERMAN ° ° =B 552�E2pr EASEMENT � \ \ \ a° DI SAN... \ \ O E 8„ 0 0 T. M. 32- 29 520 - \ CHRIST G ANCHOCD SHIMP CHURCH — TREES TBR I\ \ D.B. 2303-6 6,\+ s D.C. 630 THRU 6 3 PLA D.B. 1406-131 PLAT U,0 I \ \ ENGINEERING2. D.B. 1011-131 PLAT oQTRES TBR D.21-O LANDPLANNING - PROJECT MANAGEMENT D.B. PLAT M. ZONED R1 ) T.GROVE \ MAPLE GROVE I CHRISTIAN CHURCH 912E.HIGH ST. 434.227.5140 DB. 2303-626, 6330 THRU 633 PLAT I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 06-131 PLAT D.B. 10111-131 PLAT D.B.0 \J \ / o D.B9415 PLAT V ZONE R1 Qp o 0 // ---- 522 \ / o I .. U .1 M. SHIMP a I - Io 524 I I j� `^TREES TBR / // II \ �- ROAD PLAN \ — _j - PROFFIT ROAD _ _ TOWNHOMES SOUTH � Dense �T-ree— — — - 6 / \ _-57-IRON _-- FOUND _ z� _ _ _ 526 S27°59'12"W 338.89, ALBEMARLE COUNTY, VIRGINIA 1 / SUBMISSION: ,_---- - -- -I------ 528--------- 2021.07.01 530 — — REVISION: 2021.09.07 2021.09.21 [ACSA] I / 2022.01.14 [ENGINEERING] 2022.02.15 [ENGINEERING] FILE N0. 18.041 EXISTING CONDITIONS -2 OOW20 0 21 40 60 IL_ Scale:1"=20' � ■ Dense Tr ❑ Dense Trees I to I I TEL. c GV II POLE PED O to O POLE - - - - - - - - - - - �- OHUpHU- OHUGHU - OHU-pHU-pHU- OHUGHU -OHU- HU - pHUpHU-OHU � OHU-OHU SOH r'��{U - POLE I 0 CG-3 BOLLARDS I 0" URB H ION TO 6" TO NEW 30' - c TRANSI IGH CG-2 (4" CUR o PROPOSED ROW LOT 31 ro j 1.'e,. - Imo„ Cl EMERGENCY ENTRANCE I I DEDICATION 35.5' WIDTH FFE 528.50 0 NO ARKING" o FROM ROAD CL ONE CAR 20' REAR SETB CK = ROAD NAME - GARAGE UNIT / I _ J c I SIGN - NEW 20_ACSA- - - EASEMENT LOT 30 1 - FEE 528.00 hhh I - I II ONE CAR LOT o 0 37 36.00' LOT 38 LOT _ T 39 GARAGE UNIT _. I LOT 40 OPEN I LOT 32 LOT 33 LOT 34 LOT 35 FFE 531.50 FFE 53200 FFE 533.00 FFE 533.0�, / SPACE 22.00' LOT 36 o° I I FFE 529.00 FFE 529 50 FFE 530.00 FFE 530.50 FFE 531.00 CAR ONE CAR ONE CAR ONE CARS 1 2,384 SF � z. ONE C-0 CAR ONE CAR_. 0 - ON ONE UNIT. GARAGE UNIT GARAGE UNIT GARA UN - GARA 20.00' GARAGE UNIT GA E UNIT GARAGE GA +E UNIT GA =E UNIT _ I, 1 I I 16.0 ' "NO PARKING' C, � .I I118.0 5' MAX. SETBACK 0 / e, o, ° o01' FFE0527g50 0 1 �. I / -/ o o = ONE CljR I ---- - ---- 20.00' ---- --- - °N- P :, - c STOP SIGN - -.- GARAGE UNIT �; o 20. 0' z o a BOLLARDS F { 99.00' f,.,..,, a ro .. 5 MPH I --- ------------- 0 Y, I 1--.------ - ----- - ---- _..---- -- LOT 28 I I . ' � 7SR FFE 527_on N - �� - c ONE `CjAR ,-_ STOP SI N o y _ o' GARAGE UNIT 1 I I _ "NO PARKING" I l\ 'MIN. ET AC - - - - - - - .. / 2�. ° u o a o °5' CON.(°. SIDEWALK (TY q a - ° ° o o ° a - EW 30'' ACSA'tSMT / a �Tl'Pi t. FEE`27 0G I 1 ONE R - n ° / Zp08%� 5 CONC S,OEWPLK PROPOSED P R O F F T NORTH GARAGE UNIT - 1 MUTCD KING 7? �- CG-2 CG-9 "NO PARKING" � �, <- I TOWNHOMES ENTRANCE ROAD ro NEW 20' PUBLIC �pgR� ig o STOP - AME SIGN o STORM-ESM - ---� ROLL TOP I 1 0 N CURB O I C4 ACADIA DRIVE - TRANSITION 1 4 FFE SUNIT o _ o - NEW VARIABLE 1 _ CG 2 �15 MPH DESIGN SPEED 2 7 1 GARAG. I c \ 4 A CURB G�ti --- SWM ESMT -- S - -- - - --- -8 1 °va-I T ANSTON G 9.00' DETAIL C14 -- ---- _-_ PE2 im - - _ r I SHIM ` 4 L .00 1 I 'P I C 12. �� .. 0 PARKI G' I ° - _. 39. 4'1� \� 11 GARAG" TYR C° = n _ I s P a .. o a. °a a 9 1 NIT /` c co LOT 22o I oo I I' 9 a --------- Ila I I =A 11 ENGINEERII FONE FE ?:ARO O I 1 - LOT 9 I O I I_ o I LAND PLANNING - PROJECT MANAGEI GARAGE UNIT i:.... 1 ° I A FEE CAR a X - X X - X X TREAT- 1°. GP 532uNIT II -_� c II ILOT 16 c I 1 GE m I I I TIMBER O, zy 1 'I LO GARAGE' UNIT Z FFE 0' m I . 1 ONT IN , N rn 1 NIT 1 5 I 912 E. HIGH ST. 434.227.5140 m al x WHIRL x ULC 1 m �I 1 GARAG .4 1p.0 o 1 .a -- 14'x14'I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM LOT 2 I 4 S 2,400 SF / 1 0 °I1 I I I I FEE 52Vb� 1 SWI G - T 10 ONE CAR L I I 1 LOT 17 30'x (60'x4O') , ° 2.50 , o GARAGE. UNIT I 1 I FFE 528.00 1 °' I CLIMBE TOT LOT x 1 GAR UNIT `�,-',, z TWO _CAR a SLIM ER I I I 41 LI 1 11 '' GARAGE -- I I I - GARAGE UNIT w � 10'x15' SLIDEVE 34150 144.28 a ' 1 1 NIT ° FFE LOT 527. I4-- °n I x a X20 x 1 "�. 11 NEWS20R� SM 'I 1 11 TH 'o- (2) LGT 19.70' 0 m SR 649 EOP rr ONE CAR 'I I FFE 5 850 I', m I �BENC S a FFE GEZUNIT 1 2 .00, I GARAGE UNIT - I IN I ro G g, I GARF - I 1. i L I D GARAcyi GE UNIT ro; P� 1 0 1 21' I RI \R , c I M. SHIMP a 1 LOT 5 I N v p ° , -- 12 .. 1 UNIT N I_ -a l z 1 FFE m I -P m v . c�a 2.50 m N Z TONE CAR In FFE 28.50 m . N I Rcn a I GARAGE UNIT 11 x TWO AR >1 m GA I/G- LOTI i... T.,' , rI 2 II FFE GE 'i ITS o m I ITAI. I GARA 'E UNIT .I . 11 m .'�CURB GARA y S c -- f' U7 I SEE SITI N 1 x LOT TRAM FFE 52 0 _ 0 1 l4 �-+ i v: .,,LOT 13 m 1 c� 4 ONE o j- I 1 LO 0 S,000SF RECREATION AREA_ 1 FFE 532.00T GARAGE UNIT I 1 I 1 FFE 5 .50 1' I 1 o GARAGE UN TWO 1 "I NEW VARIABLE a. _ - LOT 6 m c 3 V9' 1 Q I GARAGE UNIT WIDTH PRIVATE I al RIBBON I 533. v v `LI SWM ESMT I li 1 CURB 1 '1 GARAGE UN _ I ROAD PLAN ', II NEW 20' P IV E I 1 y a H I4a I I 1 - T 14 ORM ES T / I , _ PROFFIT ROAD 'NO PARKIN I L 2131.5 -� ,I 1 -- I I m ee 1 -I- V II TWO 28R - - GAR T Lo v7' G I �I o m I TOWNHOMES SOUTH 1 I I GARA UNIT GARAGE �T N. c I m r z a l a d t o it 11 I I 1 vI Z1 15 I 1 v O 0 531.50 CG-2 F' UNIT NEw 30' , GE a ' e-I [/ - L a ALBEMARLE COUNTY, VIRGINIA ACSA ESMT 1 1 ti� tND RO L ] �11 FEE 3.00 p I I SUBMISSION: 1 GARAG UNIT $ TOP CU B 1 I I 2021.07.01 ' AT CG- 1 "NO PARK G" I 1 I I 0RA SITION TO 6° TO REVISION: T 0 0 I 2021.09.07 0 SEE CURB 0" C R HEIGHT � 2021.09.21 [ACSA] Dense Trees TRANSITION 0 0 2022.01.14 [ENGINEERING] e � 1 2022.02.15 [ENGINEERING] � Q % 1 I 0 \ FILE N0. 18.041 0 0 0 oyG SITE PLAN 0 Gq I or ti 0 20 0 20 0 I 60 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. 534 ISO NEEDED FIRE FLOW = 1500 GPM — — — — — — — — — — — — — 532— — — Dense Tre AVAILABLE FIRE FLOW = 2247 GPM 536 es 536 - 530 530 TEL. G V 530 POLE PED 0 _&___OHL—OHL--t OHU-01U-0HL—OHU-0HU HU— POLE '528 HU — OHU CHU — OHU — 0 OHO — OHU HU — OHU — POLE 1� LOW 532 MAINTENACE 526 GRASS 526- C� 7'0 ------ —34� ------ 0 f�.<OPOSED ROW aro 3.45% i12�4,'�2 ',),2 31' 01 �6EDICATION 35,5,WIDTH I— — — — — — — — — — — — — -- — — — — — LOT 1�1 - FROM ROAD -CL ?go FFE 5 8.50 11 ft 079 — — I 11� ONE CAR 0 3 GARAGE UNIT 8 0 0 qqoo OD Af CP\\ 30T 1131 C) I�77 .131 2.69% �Y'12-/ "X�2 I LOT 30 0 52 2 7' FEE 528 00 0_ O14E CAR LOT 37 LOT 38 LO 39 GARAGE , UN LOT 40 IT LOT 32 LOT 33\ LOT 34 \LOT 35 LOT 36 FEE 531.50 FFE 532.00 FFE �33.00 FEE 533.00 2-1 ea 529.00 FFE 529.50 FEE 530.00 FF 530.50 FEE 531.00 ONE CAR ONE CAR ONV CAR ONE CAR 0 AR__ -CAR ONE CAR 0 — ONF=CAK GARAGE UNIT GARAGE UNIT GAR T GARA�UNII 1'��3 007 2ip,' kf! UNII GA E UNIT \sARA UNIT : �': 14 A2 G GA E UNIT 0 LOT 29 1 \' FFE 527 50 1 D 1 2 ONE CAR GARAGE UNIT i 310c --------------- - ----------- T _��P( I I ------ --- 5 7�0 I - - - -------- Go 1.78% --------- 1.:2e',2 e5 C� J_v D� ------- A 7 2e' FEE 5� -Oa— GARAGE UNIT 10 1" 10 2� LJ LOT 28 t", X_�� A V, ONE 04 m-e 81 31 - 00 3.40% 267. 21 2 5�' 1(2 < � . I � .< <'�, - - — 1 2es- _,:�M� 34 LOT 27 11(2;' )(A: X 26' FEE �:27.00 '4� _T' ONE CAR 2-6 �_2 �U7\ 9 1 — x ___X28-L x , x -,GARAGE UNIT ZZ 3 2(fo 2. 70 5 X;2 ? 2. 5\7 1 0 � \ ---I_ L 50 w 80 ACADIA 34 7 27 61 1�)' MHH Ut�)IUN 34- GARAG 2 52 __T x__ 7 7 576 2.0% 0 —2 31 20 38 00% 0 125 X7 r — — — — — -- FF'F bWau 0 N) 4 u SHIMP 1 4 R 3 G 1 'K 00 2, �OTI' co 3 LOT 22h 31 i 3 k ENGINEERIN 2(?o FEE 5 0 mo 7-7 — -- — -- Ox 1 LAND PLANNING PROJECT MANAGEME 00 00 ONE CAR 0 27 1_0% 532-Uu GARAGE UNIT 2 8 FEE 528.00 _X _X _X GAFAGE UN�' X2 TWO CAR I . 7 07 X_ X Ll_) LO� 3 Z 77"'-p7 27 �5-26 1 50 4.5 GARAGE UNIT 1 51 %m i D 912 E. HIGH ST. 434.227.5140 m x x A.97% 3.4 '1 GAR'AGL 3.41 CHARLOTrESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM LOT 2 x ___ 32� 1 FEE 5 G� 10 'AR 2 70 532 �)u it I ,2eo ONE 211 0 LCI 17 x x FVE UNI t GARAG UNIT ,e,:2 X2 �2 2J 3 FEE 528.00 GE TWO CAR LO� 4\�� 47 GARAGE UNIT 3 FVF 5- UN�� x IT 3 \36%1 GARA F LOT 24 x 32"' 1132% 32 '1 2(?o T7E_527�OOT- 522 X' 0 LOA'.'3'� 50 1 n ONE CAR q 1 _4 11711 27' 8 _X _X GE\0111� 26 32 2("1 _O� Gp'n GARAGE UNIT 'Zo I FEE 528.50 X —1 2.31% Li I TWO CAR 7 71 761 OV X GARAGE UNIT I 3 32 139% SR 649 EOP Lic. 4 IIS3 LOT &0 x 2iP' FIFE 5 _ __ I Lu 1 50 lsz_ ONE CAR e3 d3 2i' 1 5.32 1 % 2e' 19 rl� aF UN� ___CARAGE UNIT FEE zb.nu G" LOT 1K TWO, CAR �7� 7" 27" "I , I 1 00 FFF 5 I GARAGE UNIT 17 A, �D C, GPRAGI L_j 00 1 n-7% 11), 2.0 0 1 LOT 26 n �po 2 C Lal �3 a _U71 FFF-- 5�1/ ONE 2 3,51%1 Ze_ _01�-k z I I GARAG UNIT 2.03% 27,. _EF GN :2 X2 T I I L I r7 N 5 7 2 F GA P' X ROAD PLAN 31oo 3 47% �30 1 ?4 x 3 PROFFIT ROAD 21 Dense 5 4JO% 2e FEE 28.5 1 GAP �7 TOWNHOMES SOUTH 5?6, e 10 0 6 72 -.a 50 - 10 51 1 1 7 7 1 2 F 7 GARA — — — — — — 75 68 3 to 7.28 G 31 1 " 526 01 15 30 2 77 ALBEMARLE COUNTY, VIRGINIA — — — — — — — — — — — — — — --- 528 - GA 47 2� 8 2_0 oo FF �5.uv SUBMISSION: 2 2 G 530 528 1 29' 17 2021.07.01 757,29 .0 28 .0 % 291. REVISION: —0530 30 2021.09.07 41 530 2021.09.21 [ACSA] Dense Trees 0 2022.01.14 [ENGINEERING] — — — — — — — — — 532 — — — 2022.02.15 [ENGINEERING] 532 FILE NO. 18.041 01\ I GRADING PLANA I � Ot 526 - 534 536 OHU CHU OHU CHU �'2' '2 0 J�5 5" x 000�_*�20 0 20 0 Z_ 60 Scale: 1"=20' C6 Dense Trees to I I TEL. c GV II POLE PED 0 to 0 — — — — — — — — — — — — — _&_—OHUpHUPOLE — OHUGHU — OHU—pHU—pHU— OHUGHU —OHU— HU — pHUpHU—OHU � OHU—OHU SOH r'��{U — POLE NEW 30'------�' SECONDARY h rOA UGE UGE 41 U E UGE UGE UGE UGE UGE o PROPOSED ROW A4D I LOT 31 I I s 4 �i CAP �� cas cns cns—cns cas3 _cA _ c _ — cAS— cns _ = As—cns _GAS _c S GAs GASGAScns---cns S cnsG - cns AS DEDICATION 35.5' WIDTH Ic o FFE 528.50 I L �I !I I — — — — — m ONE CAR I . N I R E�}i? Q K� RD RD R — RD —D Ga a Ga Ga Ga o = FROM ROAD CL — — — — —, I I GARAGE UNIT I. 5 8" - _ I ' - _ _ _ _ _ _ c I _ _ — NEW 20_ACSA— <) I RD EASEMENT Q m I Al o Q Q EX. 8" DI SAN Q QI o I I n LOT 30 � � I 32 1 FFE 528.00 / DI SA r ONE CAR I LOT 37 LOT 38 LOT 39 LOT 40— o GARAGE UNIT I I ?8 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 / f FFE 529.50 FFE 530.00 FFE 530.50 I FFE 531.50 FFE 53200 FFE 533.00 FFE 533.00— '" FFE 529.00 FIFE 531.00 ONE CAR ONE CAR ONE CAR ONE CAR ONE C- O CA} ONE CAR_. 0 - ON GARAGE UNIT. GARAGE UNIT GARAGE UNIT GARA UNI - / 2 L STE�L m a II GARAGE UNI GA E UNIT GARAG GA E UNIT GA E UNIT I 1 _ _ o SLEE E FFE052795D I. 0 1 I I I ONE C�,R I a ws ws II 5 MAX. SETBACK --o � o o[n. I GARAGE UNIT e z n m _ I- jI, � _ TEE c I I o I m oopy"1 - ---- - ----- ° ---- °J I AN / `?a TWATERLII E m LOT 28 I o_ I i'mIv "°"°, FIFE 527_on A m A ONE CjAR a* > W I I GARAGE UNIT I I\ - / m o I D UGq E �rUGE � E GE UGE IN UGEAG UGE UG _ UGE _ GE_ _ _ _ _ 10„x „� 1 O V"j — I Z m o LO 27 �I o 0 0 0 ° a a.. ° a - r° a EW ' ACSA tS T ° ,_, a TE\ M� �O RP /./ I I FFE 2zoG ,,..a — YP °'-- .. /� PROPOSED PROFFIT NORTH , cAGRacE UNIT RED' G v�� WI A9 S�i 1 TOWNHOMES ENTRANCE I m --- J_ W W W fo W i IRW Wn W V W c� �-u�W Wes— E RD — RD — RD M5 W\EW 20' PALIC / a I 0 2 A4A TEEB, 2 \ STO M ESMT NOQF- „x�„ TE 6„99' �1 6„ s E . 8" DI SAN e �� DIN ff 1 cci tr°. ~ ACADA DRIVE - O Q FFE 5.50 I o m , RE'D NEW VARIABLE A / 1 G UNIT I I 90 "x6' �15 MPH DESIGN SPEED o 2' Di - RED FYP 1 GARA v 24" HOPE : O SWEEP RED ® — — — SWIM ESMTv�A E p a 1 ? I y0 WEIR WALL,,,HP ST Rfi.0 AS ?, v Ga Ga Ga �� rn ucSHIMP CON A � upE u A4E�E E " v,W _ FH A O� � � �U'\ S .I 1 I GARAG �� .00IT C I c0 LOT22 - A� -H��ML -A7 ENGINEERING2- <i a FFE 52 a �::' g c m (fiYP I PREVE �� i LOT p 1 �— O I i LAND PLANNING - PROJECT MANAGEMENT c, ONE CAR I,... I I I LOT 16 _ _ -_\ _ FFE 532.00T '1 N 1 c GARAGE UNIT I h z I FIFE 528.00 - 1 AGE UN TWO CAR I _ 1. 1 _ r a _ I GARAGE'. UNIT GAR h 1 FEELO 4 5 I I '^ m a I x 1 - a j 11 rn S °.I 11 GARAG NIT o I 912 E. HIGH ST. 434.227.5140 AI ) 'i m 1 - c I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM LOT 2 I `° I 11 p 1 1 I I I FFE 52 Q _ S �_ l4aT 10 Im ONE CAR I N I j LOT 17 I I x - 1° F 2.NT I FFE 528.00 1 FE' UN _ ', i GARAGE. UNIT I I cD � I I TWO _CAR.LO 4 o N o I v I GARAGE UNITn o ,I 1_ S - 11 FFE 534' NIT to _ -- c I 1 I GARAG@-y� o LOT 24 5/ W ": � a x 'I NEW $0' P .,SM� 1- 1 1 �, �� o TH 8 4 FF FO Z FFE 52,n. (TYPI ° S I I^ I T' 1 T 11 ST�RM rp� 11 R E 0 P tr ONE CAR I LO 8 I I o 532.50 m Im GARAGE UNIT I I I _�_ NSP TION 9R GE UNIT 4G a: c I cron- IFTWO .50 w GARA _—' 1 _ns L I 3 GARAGE UNIT 99.N - 1 1 1 I 1 paste GAs GAs O -- 1 1 I \ ASA GAS € U M. SHIMP Y o A 1 1 5" _ I l '" Gns GAs I Lic. . %83 I m LOT 5 I p 1/ o I FFE .-_ .. j m — a'^ T 12.50I I\ U, 22 N ONE CAR ID n FFE 28.50 FFR UNIT ws GARAGE UNIT I 1 x TWO AR D ° 1 1 m GA __41 -Z 1 p - L05By, m I I GARA 'E UNIT i... �,I I 1 o X vi I.. rn. S ----A FEE FAR AGE m I I s1AI. LOT 26 I".' A a -- J z N I I ➢ �' 8,# WMI' N 0 c Ic o�- m FFE 52 . 0 T P. I ONE - �4 1 . 1 v t0 532.00 E �� I � LO 0 � `FF. I A4 b GARAG UNIT I 1 a 118--11I WM GARAGE UNOIT 11 I I WNEW IDTHPRIVATE 1 �.� GARAGE UNIT _-=41 1 _ S I II EVLO 33 E 533. N,.,N'� c SWIM ESMT -�� I° I - 1 r S 1 q n NEW 20' P IV E I 11 � GARAGE ROAD PLAN I I 4b T 1 IORM ES T-- 1 , I 11 _ H PROFFIT ROAD � 4 � I �7 I GA �31UN� 1 < � T Dense Tree I GAS As GAS GAS GA) GAS�GAs� GAs ��- I FLE 26R5 FR LO G I m I TOWNHOMES SOUTH 1 6" GA I GARA UNIT 1. 11 II 5 �S I GARAGE m FFE [0 I N 4 I I I 11 I I Z 0 53 .51 E 1 S 1 i c ALBEMARLE COUNTY, VIRGINIA NEW 30' ACSA ESMT 28 1 -o ] a FEE 1a'll GA G' I / a 1 L 3.00 ' A i 9C I SUBMISSION: A941 I ZSG s ➢ 11 GARAG UNIT 2 G I 2021.07.01 REVISION: �J �� 30 2021.09.07 ® ' CA 2021.09.21 [ACSA] Dense Trees 0 G o 2022.01.14 [ENGINEERING] e � -- 1 2022.02.15 [ENGINEERING] O,sG 1 \ \ FILE N0. 18.041 {� UTILITY PLANA 1 % \ � Gq � 20 0 20 0 60 Scale: 1 "=20' C G SECONDARY Io � r UGE UGE UGE UGE UGE UGE U E UGE UGE UGE UGE UGE UGE UGE E UGE UGE o Q i I I GAGAS-- GAS— GAS-- GAS— GAS j s ill IF GAS GAS GAS GA °° GAs =I�AS LOT 31 g �— RE SEAR 'T"T K� RD RD R RD o— as a as as IN as o D • I b� �r c LOT 30 I. I LOT 37 LOT 38 LOT 39 LOT 40 z I LCT 32 LCT 33 LOT 34 LOT 35 LOT 36 / � c I r � Mir I qq � LOT 29 / a I I ws I �5' MAX.SEISACK _z o � .' � o r rT� I _ ____ _ ____ __ ____ _ ____ _ a ____ a9 I ° • I r I m rt Wow r m — ' MIN. ET AC _ o `r UGH E _UGE E GE — UGE UGE UGE— UG — UGE — GE —— a a 4, EW.3 CSA' S T LO a a • ' ® Iz 27 I a ° M W m o �� W W W rnW (9 W WM—W W �yV� W Wvo W, _ •o^ � I m RD = RD — RD EWW 20' PUBBLIC x .. .. _.ST9 M _ESM_ L 0 ACADIA DRIVE d I 4 o I NEW VARIABLE �15 MPH DESIGN SPEED / k�S / 1 c c WIDTH PRIVATE L 1 SWM ESMT -- — --- — �F S I / i I 08. a m 1 c " y __ —_ y' v oa as � as o I' �ueE v a � WS N A it E UGE UGE UGE —UGE 11 TE o, W I N_ N Ia a a 1 I I c LOT 2 I ws w c m m � LO 6 I I I I< z t X LOL P I Iv I 1 I _'n I - m r o _—_— I a I `x _ 4 1 1 S 1 T uy, I LOT 2 I 17 (60 i 40') I PROPOSED ROW 1� DEDICATION 35.5' WIDTH FROM ROAD CL I _ NEW 20' ACSA_ — - - — EASEMENT 4 q I I I I -- I II LANDSCAPING WITHIN THE SIGHT DISTANCE TRIANGLE N ALL TREES ALONG BOTH -+ SIDES OF THE MULTI -USE m PATH ALONG THE PROFFIT ROAD FRONTAGE) SHALL Ao BE MAINTAINED IN AREA v BETWEEN 2 & 7 FEET =r" ABOVE GROUND I I c a I c I m I l o l x- TO LOT < o LOT 24 OT 11 NEW 2G' LSTpRM I 1 I rm I I LO 8 I I 1 1 o E 11 X - A5 SR 649 EOP � m I � Lam. I N ro . v� l 1 I 11 � cAs — cos o I 11 a� 1 ' 1 I ��—GAS�GAS � m LOT 5 a I 1 a —GAs cci L Ala I I 1 I cos I T 12 1�' I cn L 19 D v a__ I = LOT 26 I e _— a __ U' I 11 m I 1 - v` ➢ 11N I c—Z m ' ➢.OT 13 m 1 1 `" - ' 1 5 N AR ' OOOSF R A ➢ ' I , NEW VARIABLE _ � I —_--: 1 �� ➢ 1 LOT 6 31 m c WIDTH PRIVATE 1' 1 g S N 1 c> m SWM ESMT-) I I 1 r- 1 I I n -- li NEW 20' P IV TE 14STORM ES T GAS AS GAS GAS GAS GA� GAS GAS— GAS I I I —� 1 I 1 s _ I m ree 111, I, L 21 I L I- LOm m I 5 a 11 I - I i SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SO. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 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. - - v�w; _, • OT 15 I S 1 o I a (;8 I i I I I-3X ROOTBALL DIAMETER DIM. TREE PLANTING DETAIL FINISHED GRADE EXISTING GRADE LANDSCAPE SCHEDULE Plant Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF 0Q r Large Deciduous Tree Quercus robur English Oak 1j1-1j" 14 31 329 4606 ,,�jj tJAI t Large Deciduous Tree Tilia tomentoso "Green Mountain" "Green Mountain" Silver Linden 11-11" 17 25 276 4692 ryy O Large Deciduous Tree Betula nigro "Heritage" "Heritage" River Birch 1}-1j" 14 25 397 5558 j } Large Deciduous Tree Quercus bicolor Swamp White Oak 1J-1 J" 16 31 299 4784 Ornamental Tree Cercis conadensis Eastern Redbud 6-7' Ht. 6 17 124 744 Ornamental Tree Corpus florida Flowering Dogwood 6-7' Hit. 5 17 124 620 Screening Evergreen Cryptomeria japonica Cryptomeria 4-5' Ht. 8 25 123 984 TOTAL SF: 21004 ' o• c o� 20 0 20 40 Scale: 1 "=20' 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.C. 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 B: 150 LF / 50 = 3 REQUIRED: 3 LARGE TREES OR 6 LARGE TREES TOTAL PROVIDED: 3 LARGE TREES, 6 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 topping 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. 912E HIGH ST 434 227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH qI M. SHIMP a �. 4 183 I St2'L 7AT ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 2021.09.21 [ACSA] 2022.01.14 [ENGINEERING] 2022.02.15 [ENGINEERING] FILE NO. 18.041 LANDSCAPE PLAN Not to Scale C9 • STORM SEWER PROFILE Al—A6 1 Q HORZ: 1"=20'VERT: 1"=10' 540 Z5 nZ5. 540 535 530 QL� 530 525 SEPA ReN 525 520 bo.azu 8" 520 w • 21SANITARY SEWER PROFILE Z5—Z5a 10 HORZ: 1"=20'VERT: 1"=10' A9 545 540 535 530 525 520 515 510 E Z14 w Xff, s w 52 52 51 a 510�- •• F��[I■LIItt_ � ..■�,� i • • •• • • •• • •• • •• • 3 WATER MAIN PROFILE ON ROAD A J Q HORZ: 1"=20'VERT: 1"=10' Z4b _ t! - 117Cr� _ CaTi YI_ � � z 10+50 11+00 o� �z z iS_"`SANITARY SEWER PROFILE Z4—Z4b C 1 OJ HORZ: 1 "=20' VERT: 1 "=10'530 535 535 DI520 WATER LINE ll�o!' 12 515 515 P 535 530 525 520 515 i t 5V lyl " iiiif•: .� 6lt�l71!t•. -. _t!J► • � •III �I � �� ... - • •• • • •• • •• • �•C.i_� � fib 111_■� � 111_—_— _t_ _�i 1111�—i —ice _� ��I �■■— Q i 111_■■� i� :::�•- e • •- .ice ��• a • •.' 111_A� _ •- C�� - Fa C� I�� 111_i-fir-. •- 1111_�•r • �� 10+00 10+50 11+00 7 STORM SEWER PROFILE A9—A9C �C10 HORZ: 1"=20'VERT: 1"=10' 545 540 535 530 525 520 515 s10 11+50 12+00 12+50 13+00 A7 535 � 0 5" HP FROM A8 INTO A7 1.3 FT OF EW GRADE INV. IN =522.50 R-T-�.) STONE COVER z o - 530 i G ' _ 525 l 8"ADS N-12 � INTO THE MANIFOLD ISOLATOR ROW MC-4500\ i�` i�� i�� END CAP � 1i i i i i i i i 520 8"ADS N-12 NDERDRAIN MANIFOLD OUT TO 2 FT OF STORMTEC 515 INV. OUT TO OTHER CHAMBERS STONE BASE SOLATOR MC-4500 STR A6 INV.=519.50 - ROW INV. VARIABLE LENGTH ANHOLE (TYP.) INV. 51 TTOM 51730 510 10+00 10+50 11+00 11+50 Emir rw STORM SEWER PROFILE A7—All Cl Q HORZ: 1"=20'VERT: 1"=10' . • 11-� • • •• • • •• • •• • •• .. 1111111H __ Irk �_ •• 11111111.-J __ CS Fes_ 1111_ 10WATER 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 ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 2021.09.21 [ACSA] 2022.01.14 [ENGINEERING] 2022.02.15 [ENGINEERING] FILE N0. mol UTILITY PROFILES g MC-4500 10 HORZ: 1"=20' VERT: 1 "=10' Ell Ell C1O / I 538 �_53o 536— — — — — — — STATE ROUTE 649 i a � 534 — o 3 M N 534 390' INTERSECTION SIGHT � DISTANCE RIGHT i c c i� a O�N a� I p0� � DISTANCE TO MOUBRY LANE _/-HEIGHT HEIGHT OFF 540 EF if EYE 540 535 Eit•]:7_11I 535 530 530 525 525 '4+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+OU0 � \ \ \ 52a /i 532 co 528 \ o � I \ m/ � � I 34 — y\� HEIGHT 540 540 535 535 530 530 525 525 520 5520 51A+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+ 515 DISTANCE TO MOUBRY LANE / \ STATE, ROUTE 649 Scale: 1 "=20'OF F / MOUBRY LANE 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 N so ALBEMARLE COUNTY, VIRGINIA � SUBMISSION: 2021.07.01 REVISION: 2021.09.07 2021.09.21 [ACSA] 2022.01.14 [ENGINEERING] 2022.02.15 [ENGINEERING] F FILE N0. 5 18.041 INTERSECTION SIGHT DISTANCE PLAN, PROFILE & OPPOSING LEFT TURNS ci 1 O J O J O I J I >I L 0/ I �VVV b------ d d p till /�S o�--Oa / --� / -- -�- -J - \ - - - - 9- -- -- - - 7 / �8 / '6 °/< ° ° CALICO COURT I 0 0 00 00 / — — I -MPH DESIGN SPEED 91> I p 5 CONC (SIDEWALK' TYPD..D' ,D., o. ,/.o°. I .00' I 1-41 cv 15 10+00 10+50 3 ROAD C PROFILE 12 HORZ: 1"=20' VERT: 1"=10' Scale: 1 "=20' PM STA. 11+21.25 Ovi Ulu,, coc xn •1 FIFE • GAR •T •• �.. p Li 1i • •1 GARAGE _ r NE • ••I.MAI r I 11+00 LOT 2 ��■1 �I ONE AR GARAG UN FIFE 28.00 TWOL • • LOT 24IC■.�� FFE •• ONE CAR •0 GARAGE UNIT FFE I • •.TWO GARAGE�l lk!�T UNIT IME -I. 1 1 1 1 I II i �' i 20 40 60 n00 Y w Q O w Q w. . .W-O< W CD w - V) U I N U W Fn j > w I ~ W UJwza< n ° w 3 ' o, O OC. Q= I �oQ I I z N I ^: No% U w CD U. D rn -� O U �W�� W~< o 0 Z I ° p, I Nai m oW. 11+50 12+00 12+50 535 530 525 520 515 13+00 1 1 p ■ ■ ■ ■ ■ Scale: 1 1 20 40 60 I-- -- -RIBBON CURB: irk -_� -- 6 BRIN�'LANE \ \ \ \ MPH DESIGN SPEED ° o \ o / L__;owzv�_ Scale- 1"=20' 0 0 0 0 O O 'n �n 1n n 0 � 0 0 �n - cVI� Wr 00 600 c6N n 0 N +M ON O +r7 (Do Imo 0 in +M 00 +M +M + �n Q > > > > W HJ Q W HJ HJ HJ HJ HJ (n W fn W U)w UlW (nw NW 00 > > U U H H > > > > » » aw as o_w do_ as as 0Wz PVI STA. 10+35.00 PVI STA. 11+00.00 PVI STA. 11+72.00 540 ate- PVI ELEV. 53-. LE,,VJJ. 53 . 540 26.00VC 19. y0 VC o+ w 1000.00SD 195. OSD - 15.55K-Val _ 5.33K-Val - a 535 Na- CREST STA.IOJ94.8 NEW 535 Zl- ORES E V. 207 GRADE - 530 530 525 525 SRABE 520 'n v7 'n 'n n h 520 10+00 10+50 11+00 11+50 12+00 2 ROAD B PROFILE 12 HORZ: 1"=20' VERT: 1 "=10' 0< o I 2.00' 2�-00' 128 \ v LOT 36 \ SPACE 2,384 SF � - �z - -i 115.0 \ 20.00 ET 2SY0� e, a' BOLLARDS IU1 \ � ? � 0 _00, 3_-�G / o, 61 I 150R ° 5' CON. SIDEWALK (TY a a EW .30' .ACSA �SMT o.aa .. ti / , a 510E O I _ ro NEW 20 PUBLIC a — 9 QRM_ESIyiT �\._ w i c i \ 8 \ ` \ \ \ ABLE NEW\V RIWInTH ACADIA L„5VE c �15 MPH DESIGN r ., Y( O /i 1 0� 0 c SWM ESM'�L t a 9.00' as 6 ,% I - Scale: 1 "=20' ©IN 0 �N N+ in N1 wd WLo W N F F > > °- PVI PVI 0 IN 00 N+ ON wd J0 W Vl U U > > STA. 13+00.Oe a ELEV. 526.51 25.00VC 1000.00SD 0 OM pj Co N+ �a� wd w(n W N F F > > a a PVI STA. 11+70.00 PVI ELEV. 529.76 37.00VC 466.04SD O cON O+ 0� wd J0 W Vl U U > > a a 0 00 in 0w M+ M+ M� 00 wd wd w0 JH W N W Vl F F U U > > > > P1R-STA. 11+®°. O PVI ELEV. 532 86 14.0OVC 246.99SD 1 540 540 Ex 71qE 535 535 530 530 525 525 520 520 r r 0 0 . - Cw 't M 155 514+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+d5 1 ROAD A PROFILE C12 HORZ: 1"=20' VERT: 1 "=10' p ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 2021.09.21 [ACSA] 2022.01.14 [ENGINEERING] 2022.02.15 [ENGINEERING] FILE NO. ROAD PROFILES & SECTIONS c12� FRAME & COVER +• r,CNiPRE,Av04 . 3; 4' MALE W'E C0011W: 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 rPE'-/ AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS LJ NON -PAVED AREA SOFT COPPPERER FOR USE ON ATTACHED SINGLE FAMILY INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE J Z SLOPED AREA RESIDENTIAL SERACES OR DUAL RESIDENTIAL AND IRRIGATION YFIICES Q LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE --<uc., ,.ep> fir_- •I'd Tff TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 1'-O" MAX 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 3000 PSI CONC. BASE BE CONNECTED USING A PIPE SADDLE. NOTE NO SAEATIP R1nNcS y - 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q 1 BENCH SLOPED TO FLOW (1/4" PER FOOT) CHANNEL 1/4" 1' MIN RUBBER COATED STEEL 3 MIN ,UAL SERVICE R STEPS CAST IN PLACE -0 . 1• COMPRESSION�/+• MALE PIPE COUPLING 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN PRECAST REINFORCED OR APPROYEO EQUAL DIAMETER OF 4". CONCRETE SECTIONS 12 MIN "0" RING SEALS d 16" MAX I• TYPE'K SCFTCGPP6t 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. „ I BRANCH MINIMUM ELEVATION 12 J J DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FC USE ON DETACMC'C1 9NE FAMILY SALT FROM INLET TO OUTLET METER IS NIT rgc0cQENE AN IRvr.AIIOM TREATED SHALL BE 0.20 FEET. a 2 x 4 CONCRETE VARIES FINISHED GROUND MARKER a 2 DEPTH OF FLOW FILLETS SINGLE SERVICE CHANNEL TO BE 3/4 DIAMETER OF 1) SSAAWLES SHALL kE .:Z) ON he PIPE q CONTRIBUTING--=-�AMIN c►sr IRow ur. SEWER. h • . 12 FINISHED GRADE ° A FILLETED INVERT FOR A SMOOTH W-15• NOTE: FLEXIBLE CONNECTION TRANSITION OF FLOW BETWEENIN ME1ERINLET WITH STAINLESS STEEL ALL CONNECTIONS TO &OUTLET PIPE SHALL BE PROVIDED. IL 71m4N BAND EXISTING MANHOLES SHALL .BEDDING NOTE W/ N0. 68 STONEPLUG aI coPPpxsErrEnw BE CORED AND A FLEXIBLE " DEN- o�'uNc� Ds r' END OF CONNECTION BOOT 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE 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 EXTENDED OR NON -EXTENDED BASES. ° -• . ..,,,., ., — C ��-�``�='= � 45'0 0 NECERIGK As 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED LawPawan<w Stu <:r*A :.' ;��;+; _ - NECESSARY I,-,•!~�?' TYPICAL MANHOLE PLAN INSIDE AND OUT, -rr..•': SAND OR OUST UNL'ER�' L JIASTONE RAIN PPE T AND SETTER '?-IN s rF.-: - LONG STONE DOCKET. T <n=. SHOWING BRANCH TIE — IN TYPICAL MANHOLE SECTION _.., ... �E� 7Gx N� �Y AG�EGA,E NNM M mu NE55, :.. e. �,-.,•.I>>�.:: %dN -. .x:.�K`.Ss SHOWING BRANCH TIE—IN TYPICAL SERVICE LATERAL INSTALLATION NTS N.T.S (5/8„ & 1 METERS) IN LINE WYE—TEE FIG. S—I—B FIG. S—I—A PLAN NTS FIG. W-6A VARIES TD-27 TD-25 TQ-10 R 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 s' GALVANIZED ' ;-Ir E-s " POST WITH GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL CAPPED ENDS PAINTED L E I. REMOTE APEA- AS DIRECTED. MARKER L 'T1 '1 MAY BE Et 7 ACSA: SEWER LATERAL CONNECTION ENGINEERING2. TO HIGHWAY DEPARTME.T .APPROVAL NOTE, MIN. 60' DIAMETER MANHOLE REQUIRED• LANDPLANNING - PROJECT MANAGEMENT C13 NOT TO SCALE O q FINISHED GRADE M.H. STEP 'TYP•' q DROP MANHOLE PVC GROSS gc e 24" IN INITIAL BACKFILL 2a"MIN B., g• g" g" 912 E. HIGH ST. 434.227.5140 •z' USE APPROVED FLEXIBLE RUBBER �v a 2' q BOOT. MIN MIN. MIN. MIN. �,:.,• CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM or 6" BEDDING #68 STONE F * STABLE SOIL ROCK I I I =1? iJSTA9 13 TRAFFII. h TEI' LVE BDX W/ LID 6" GASKETED e STGP COUPLING o — * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL Ij;� z7' DROP PIPE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND Z g PIPE STRAPS e e (STAINLESS STEEL) THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- Q•/' o SPACED EVERY � 2' VERTICALLY #68 STONE. VILLE THREADS WHICH IS .d+ Z N q q ''.;?t5 90' RESTRAINED BEND THE LOCAL STANDARD. U Y M. SHIMP SEWER FOUNDATION IN POOR SOIL UNDER —CUT CONDITION LENGTH OF BRANCH VARIES Llc. a�Is3 It A' N EVENT N 2' TO 10' 2 . q (270 ) SEWER PIPE 18"-22" 7 CU. FT. ALVE BOXTAL -TE VAC' E 4' INITIAL BACKFILL 4 MI #68 STONE PLAN UNSTABLE a° a" a' e" — -- — — f PROFILE—_ SOIL ,� MIN MIN MIN MIN. 8 STONE ----- MIN, 6' BEDDING WITH NO, 68 STONE _ O G APPROVED BY ACSA O*,+i.I 42"MIN �" •' 6" GATE • �, A o VALVE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO ...'. STABLE x 6" ROAD PLAN % SOIL OR ROCS I ABLE SOIL OR ROC It�STAB (2) FEET. TEE WATER ! 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 � �..': • - .; PROFFIT ROAD THE DROP FITTING WITH STANDARD GASKET JOINT. NOTE BASE AND THRUST BLOCK AGAINST • ' '''�'• TOWNHOMES SOUTH -1 3 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 I ___ Li STAINLESS STEEL. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED SOIL. STEEL PILE _' - 2500 P.S.I. - 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT ABOVE THE INITIAL BACKFILL. RESTRAINED JOINT FITTINGS - Ar 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 a Z'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. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 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 THE ACCESS STEPS. a 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 2021 e • ° ri TWO 8" DIAMETER DROP CONNECTIONS. .07.01 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 2021.09.21 ACSA [ ] NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE FIG. S-1—C2 NITS FIG. w—z 3.(FINISH DINGRA HES EDITC SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE Box. 2022.01.14 [ENGINEERING] TD-30 TD-2 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 2022.02.15 [ENGINEERING] TYPICAL G ATE VALVE 4 ACSA: INTERNAL DROP CONNECTION 6 ACSA: DIP INSTALLATION 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF NITS REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE FIG. w-5 C13 NOT TO SCALE C13 NOT TO SCALE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. FILE N0. TD-9 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 8 ACSA: FIRE HYDRANT ASSEMBLY C13 NOT TO SCALE C13_ v I-3C TOP 525.77 100-YR WSE 524.68 10-YR WSE 523.27 WEIR TOP 523.40 4 ° a 2-YR WSE 521.23 24x5.5" ORIFICE 1-YR WSE 520.86 INV. 520.90 a as 2.2" ORIFICE INV. 516.72 PROVIDE A TRASH RACK FOR THIS ORIFICE 1 WEIR WALL DETAIL C14 NOT TO SCALE GROUND ELEVATION 52 STONE TOP 525 CHAMBER ROW TOP 524 1.00' Ia 1• COMPRESSION x 3/4• MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE 'K- SOFT COPPER 1'xl'x NOTE: ND SIINEATEO FITTINGS DUAL SERVICE 1• TYPE 'K' SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHAH BE USED ON PVC PIPE MIN. 1/8 BEND CWPLJNC ps, WE Nol L FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENSAL AND IRRIGAnON SERVICES. 0 �r R V COMPRESSION x 3/s• MALE PIPE COUPUNG OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGADON METER IS NOT PRONGED. CAST IRON UD GRADE / �CORPOtATON STOP SAND OR DUST UNDER�."'!`�''� BOX AND SETTER (2-INCH MINIMUM THICKNESS) '.1 v'F yG„1 L `MK1Crc AS NECESSARY ,'iWT1 4- DIAMETER DRAIN PIPE. 12' ifsS> .r::-: "„�..}� LONG STONE POCKET, VDOT -,T.-al>%"6].; �'•'� T `_w V�.j, SPEC. 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NITS FIG. W-6A 2�)ACSA:5/8" 8c 1" WATER METER INSTALLATION C14 NOT TO SCALE RR ESERVI 'ARKI N A 4•• 1S 2 2C 1 2C 1 6 15 IL 75 I ♦•• 25 I p 12 R7-8 NOPARKING LEGEND- GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) R78B G RNIAD33SMI F MMIAtta&OIE A B c D f 1 f 1 6 N 1 J B L 1 2 0 32 MM A� 14 16D b 10 IBR M 1.5 IB B .493 05 1 2D I 1 I 15D I 21B{ I STB6 is BACKGROUND -WHITE (RETROREFL) ' Reduce spacing 50%. PARIWI6MRE'ATMX DNECIDRALAP2LFATEB2 **Seepage631. COLORS LEGEND -GREEN IREITmRER£CTNn OR&ACX COLORS IEGFNO -11M11 QETRORRECTMfI &CKGRpMD-wxRE IREIRMIEft£CMHI BNxGRO1ND-BITE RETRDREREDIMEI "'See page 62 for arrow design. 3 HC PARKING SIGNAGE C14 NOT TO SCALE 6" CURB TRANSITION TO 0" HEIGHT 12" CURB TRANSITION DETAIL 1 4 NOT TO SCALE ADS GEOSYNTHETIC 601T NON -WOVEN GEOTEXTILE 18" ADS N-12AROUND ALL STONE LAYERS MANIFOLD 1.30' U ERDRAIN INV. 517.50' i 24" SUMP #3 STONE SOH C-4 TYP. 33' 24" SU '0 SPECTION PORT GR�aUND ELEV. 528.05' H-QNE TOP 525.80' ISOI ATOR ROW TOP 524.80 10,01 TOR BOTTOM 519.8' #3 STO BER BOTTOM 519.5' E BOTTOM 517.50' (4) 1' (2Smm) DR HOLES ON 32 3/4' (9]4mm) Ow 'm) LETTERS BOLT*mm) 0 ED FLUSH) n rKHOESD1 1/2' Doz 0 0 M �W (2) CORED P CKHCRS T DR BOSS 2➢ 1/2' DR eBBmm] [38mm] m 26 1/4' DR [00mm] - [66]mm] 26' DR 90 r 3Bmm] I- 24' DR NEOPRENEm SKEf 1 1 [)B1mm] [6O6mm, JJ1��JJ1��... O26 DA� s/B' [nzmm7 [16mm7 mm7 sed �I 36- e• D DM zs• D R 5' N [914mm] S O.D. OF GASKETGROOVE FNAME SECTION SECTION 6 ACSA: MANHOLE FRAME & COVER C14 NOT TO SCALE FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA a,6 2-0 - RUBBER COATED STEEL STEPS 1'-0• MAx CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL S-O" MIN e .A THE DROP CONNECTION SHALL BE e DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 1� BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. p MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN• ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET . A FILLETED INVERT FOR A SMOOTH p TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE ' t.Q PROVIDED. 12'. 610 .. N' 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S-I-C TD-28 ACSA: EXTERNAL DROP 1 4 NOT TO SCALE 4" 3,000 PSI CONCRETE<.44 000000004" VDOT #21A BASESTON E0000000IIIIII II II II II- COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION NOT TO SCALE 00000000 1.5" OF SM-9.5A 2.5" OF BM-25 -6" - VDOT #21A BASESTONE - COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION 1 4 NOT TO SCALE 2" OF SM-9.5A SUPERPAVE 0000000000000000I 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE TYPICAL DRIVEWAY, MULTIUSE PATH & EMERGENCY ACCESS SECTION 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE "MIN 24' REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE 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 11�)ACSA: SEWER PIPE INSTALLATION (TYP.) C14 NOT TO SCALE VARIES 4" DIAMETER BRANCH VALVE BOX AND VALVE M.J. PLUG VARIES i+ \ WATER MAIN `- RAINED EST T RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK Eo METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 12 )ACSA: BLOW -OFF ASSEMBLY TYP C14 NOT TO SCALE face of Curb Invert Line 6' °r � II r R•l 1 4, t � � R'125'- - - -� Zz��I��,j�p�J Rolltop Curb t-av Edge of ave Rlbbon Curb Slope tR match o ocent Roadway Slape Ribbon Curb SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM T$Mr M. SHIMP a 3.4183 ISt22 T.T ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 2021.09.21 [ACSA] 2022.01.14 [ENGINEERING] 2022.02.15 [ENGINEERING] FILE NO. SITE & ACSA DETAILS 5 MC-4500 DETAIL C14 NU I JUALL ROLL TOP CURB & RIBBON CURB NOT TO SCALE C14 Page 611-48 September 2019 1 1 September 2019 Page 611-49 1 Page 6H-14 September 2019 1 1 September 2019 Page 6H-15 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 (W21-5a) signs should be used on Limited -Access Highways where there is no opportunityfor disabled vehicles to pull off the roadway (see Figure TTC-6). _ 3. When closing a lane, a PCMS should be used in advance of the first warning sign if all of the left side signs cannot be installed 2 4. If drivers cannot see a pull -off area beyond the closed shoulder, information regarding the length of the shoulder closure should be provided in feet or miles, as appropriate. 5. An emergency pullofjarea should be provided per Section 6G. 18 and Temporary Traffic 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 beat the following: 11 Group 2 Channelizing Device Spacing Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) 0.35 36+ 0.35 36+ 1 045 1 36+ Transition 20' 40' Travelway 40' till Construction Access 80' 120' Construction 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 .2 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 Bare. 10. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment Is. 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 H shaft be used. Refer to L&D special design drawings. 11. Barrier panels 8 inches in width and 12 inches in height shall be laced on to of the concrete barrier P g P P 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 beginningof the barrier run and at the breakpoint where the barrier 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_ x between the barrier afters aloft the parallel or tangent sections approximately 24 inches u from P g P g PP Y P the roadway surface. Guidance: 12. Eradication of existing pavement markings should be as shown in Figure TTC-55. Option: 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 long-term project. 14. Lone -tear transvere nimble 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: Revision 1 - 4/1/2015 2: Revision 2-7/1/2018 Page 6H-54 September 2019 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) NOOT'F.4 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 flagger 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 of sight from the graphic flagger 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 flagger 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.OZ2 Standard: 4. Portable Temporary Runde Strips (PTRS) shaft 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 614-5). 6. All flaggers 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 tight shall be parked 80'-120' in advance of the first work crew. Option: 8. A SLOW (W21-V 10) sign' may be required in this area to give advance warning of the operation ahead by slowing approachingtrffic prior to reaching the nagger 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 PTRS1 should be readjusted 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 highway -rail crossing (see Figure TTC-56for additional information on highway -rail crossings). Standard: 11. At night, nagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones may be eliminated when using a pilot 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 flaaaer 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 shaft 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 1-4/1/2015 2: Revision 2 - 9/1/2019 Lane Closure Operation with Temporary Traffic Barrier t (Figure TTC-20.2) END _ aDAD WORN O z Y BEGINNING 8" LINE � ¢ AT ANGLE BREAK aW T OF BARRIER \\\ w > 8" LINE a \ SEE NOTES SEE NOTE 8 SEE NOTE 11 SEE. NOTE' SEE . NOTE R4-V7L KEEP LEFT SEE NOTE 1 use CIOSED NCAD SEE NOTE 1 RonD WORK AHEAD 1: Revision 1-4/1/2015 2: Revision 2 - 7/1/2018 September 2019 ROADNWass G20-2 IV) 500+ BARRIER PANELS SEE NOTE 11 BARRIER DELINEATOR SEE NOTE 11 TYPE B WARNING LIGHT SEE NOTE 11 BARRIER PANELS _ SEE NOTE 11 BARRIER DELINEATOR O SEE NOTE 11 300' O GROUP 2 CHANNELIZING MIN. DEVICES SEE NOTE 7 Or ® ERADICATE O 200' OF EXISTING PAVEMENT MARKING - GUARDRAIL SEE NOTE 11 O O ILLUMINATED FLASHING O AMBER ARROW ASHITYPE C . ,. SEE NOTE 3 SHOULDER TAPER i R W4-2 O � OPTIONAL LONG-TERM TRANSVERSE RUMBLE STRIPS i uxE Exss SEE NOTE 14 LAN W9-2L LEFT O $RIGi�- 5 W9-3R #ROAD1 i W20-1 PCMS - SEE NOTE 3 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) OV3HV xtlOt �T aVON Oy3Hv avoa910 3N91 3N0 SdWn - mom dOIS 01 03Nyd3ad _- 38 ��TPIm ROAD WORN G20-2 IV) 500+ 9S S'E'Z S310N 33S/ 0 50'-100, N011V-1S H300VTH BUFFER SEE TABLE 6H-3 PTRS SPACING (CENTER TO CENTER) POSTED/STATUTORY SPEED LIMIT S40 MPH 10 FEET 41 -55 MPH 15 FEET > 55 MPH 20 FEET PTRS SEE NOTE 4 Dog ROADWAY CENTER LINE PTRS SEE NOTE 4 & 14 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 50' - 100, FLAGGER STATION SEE NOTES 2, 3, 5 & 6 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC4.2) 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 (ROADWORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-SbR), RIGHT SHOULDER CLOSED (W21-5aR) ), 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 1300'-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500L800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. lion: 3. The SHOULDER WORK (W21-5) sign on an intersecting roadway may be omitted where drivers emery�ng from that roadway will encounter another advance warning sign moor to this activity area. 4. For short duration operations of 60 minutes or less, all signs and channelizing devices may be eliminated if a vehicle with activated high -intensity amber rotating flashing, or' oscillating lights 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, Bights. 6. Taper length (L) shaft be at the following: Taper Lerath L Speed Limit (mph) Lane Width Feet Remarks Speed Limlt ra h Lane Width Feet Remarks 9 10 11 12 9 10 11 12 25 95 105 115 125 L=SV/60 50 450 500 550 600 L=SW 30 135 150 165 180 L=sin//so 55 495 650 605 660 L= SW 35 185 205 1 225 245 L=S'W/60 60 5Q 600 660 720 L=SW 40 240 270 1 295 320 L=S'w/60 65 585 650 715 780 L=SW 45 405 450 495 5m 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 = % L Minimum 7. Channelizing device spacing shall be at the following: Channelizing Device Spacing Location Spacing Speed Limit ra h ( P) Location Spacing Speed Limit (mph l P l Location Spacing P 9 Speed Limit (mph I P) 0 -35 36 + 0 -35 36 + D -35 36 + Transition 1 20' 1 40' Travelwa 40' 1 80' 11 `Construction Access 1 80' 1 120' •Construction access spacing may be increased to this distance, but shall not exceed one access per '/. mile. 8. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shan 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 6111-5 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 - 9/1/2019 loft G S Page 611-55 � an ° I �- :5A4pR/DES E� ucE l'- u ° JGE E_- S�Si�EED GE P ° l r , wzo-7 W3-4 SEE NOTE 10 At W20-V2E6 rs SEE NOT15 b W20-4 D 1 TRUCK AUTO -TURN C15 SCALE: 1"=20' Stationary Operation on a Shoulder (Figure TTC4.2) G20-2 (V) Soli + 80' -120' SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 10 ILLUMINATED FLASHING AMBER (CAUTION MODE) COT)- SEE NOTE 9 TYPE B OR C 0 0 0 SEE NOTE 6 0 CHANNELIZING DEVICES SPACING SEE NOTE 7 SEE NOTE 2 RIGHT' SHOULD' 1i W21-5aR CLOSED SEE NOTE 2 RIGRT RIGHT SHOULDER SHOULDER CLOSED �i CLOSED W21-5bR AHEAD AHEAD SEE NOTE 2 ROAD ROAD WORK �i WORK W20-1 HEAD AHEAD 1: Revision 1 - 4/1/2015 2: Revision 2 - 91112019 qCK_ cos - -_ GAS SETBA ck 0 COUNTY OF ALBEMARLE Department of Community Development Construction Record Drawings (As -built) for Streets The following is a list of information required on as -built road drawings. It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: 1. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design and as -built by labels and line type. Measurements shall be at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. 2. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations and compare to the design elevations where necessary. Measurements shall be at frequent enough intervals to accurately portray the as - built centerline. For alignments which deviate significantly from the design, provide curvature and sight -distances. Corrections may be required for alterations from the design alignment. 3. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges for comparison. Show and label constructed edge of pavement radii for all intersections and cul-de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. 4. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. Computations: For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. 5. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. 6. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. 7. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. 8. Right of way and associated easements - Label deed book and page numbers for all dedicated right-of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. 9. Pavement Designs - Label the as -built pavement and base layers. Indicate the measured pavement thicknesses based on inspections or cores as referenced and included. Inspection reports are required for fill compaction, CBR's, and pavement applications. 10. Street Trees - Provide design and as -built locations and species. Compare to design. 11. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. 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 ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH M. SHIMP Y �. 4 183 Irtn 0 7AT ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 2021.09.21 [ACSA] 2022.01.14 [ENGINEERING] 2022.02.15 [ENGINEERING] FILE NO. MAINTENANCE OF TRAFFIC & AUTO -TURN EXHIBIT C15 (SHIMP ENGINEERING, P.C. Cosign Focused Engineering July 1, 2021 Adam Moore Virginia Department of Transportation 701 Vdot Way Charlottesville, Virginia 22911 RE: �SUB2021�98 Proffit Road Townhomes South —Road Plan Tare446e Warrant Analysis Dear Mr. Moore, Please find attached a warrant analysis for Proffit Rtoad Townhomes South. The final site plan proposes the development of 40 townhome units on Proffit Road, between Pritchett Lane and U.S. Route 29,- The following items are included with this report: • VDOT 2019 Traffic Data I-TE Trip Generation knimary • Warrant Analysis Exhibits Please note that this analysis includes new trips generated by Prgffit�Road Townhomes (North (SpPN�- 28). T-li��ttachedanalysis shaves that a right nor lil turn lane is warranted with this devebprrtentuh If you have any questions, you may contact moat' in a shimp-engincerine.combr b ltoile at �4- 953-6116. Regards, Justin S1013 Shimp Engineering, P.l 9 U JUAN M.�fiIMP .45183 �o 1�1�21 w� �SSjONAL �1y 1119ig St. Zvi c 2902 434 227 5140 I shlmpengmeenng corn 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 2-lane 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 I Out I otal Low -Rise 220 40 Units 5 15 20 16 10 26 262 Multifamil 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, G 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 800 -- -- .:--I Al ( 1, , Jv 1 l ,Ln1 .. 11, V S 700 'o, _ s sl vA. team H11 , _ . v annlrv.. .I. =i L o > soD A , lL 500 �. .�,`� 1: S-100' > d. 4aQ a O 300'.�..:: `y d No Left Turn Lane Required : .. ... .... .... I o 100 ............_ ................_.................:j o_ .. _. i 0 200 400 600 80D 1000 VA ADVANCING VOLUME (VPH) FIGURE 3-4 WARRANT FOR LEFT TURN STORAGE LANES ON TWO LANE! "'— HIGHWAY 100 i 65�. NLL-WID1R ru r„nr.r nvn ix.eER R"ou" o N as \ r 80 -� ER REDVIRED 9 40 \ 30 'S11 it RN I-VNI-S OR TAPERS RF.DI IRF.D RNV MRRDM.R TOTv IDLES RER HOUR FIGURE 3.26 WARRANTS FOR RIGHT TURN TREATMENT (24 ANE HIGHWAY) Appropriate Radius required at all Intersections and Entrances (Dommerual w Prueee) LEGEND r PIR/-P•sk Hour Volume (also Design Houdy Volume equivalent) ADiustmant for Rleht Turns For posted speeds at or under 45 mph. PHV right tums 140, and PHV total < 300- Adjusted right lums = PHV Right Turns - 20 If PHV is not known use formula. PHV = ADT x K x D K = the percent of AADT occtanng In the peak hour D = the percent of traffic in the peak daenon of now Note: An average of 11% for K x D will suffice. When right turn facilities are warranted. see F,wxe 3.1 for design criteru.' Rev 1 15 SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH M. SHIMP Y 3. 4 183 JSj 83 T.i ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 2021.09.07 2021.09.21 [ACSA] 2022.01.14 [ENGINEERING] 2022.02.15 [ENGINEERING] FILE NO. 18.041 TURN LANE WARRANT ANALYSIS C16