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HomeMy WebLinkAboutSUB202100124 Plan - Approved 2022-03-14ROAD PLAN LEGEND EXISTING NEW 10 10 1.00' 10 312 12 311.5 x 1OS96T 311.5 TC x xT 311.5 TW x "SST 311.5 BW x TIT 0 0 0 o 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 Pas 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 ft from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way Side: Minimum 5 fl, 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 DB512PG516PLAT 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 b the NFPA underground propane tanks may be q q Y 9 P p Y 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. Backfiow 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 Turf/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 + 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, & 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, loth Edition AM PM Use Description ITE Qty in out Total in out Total Multifamily Housing (Low -Rise) 220 40 Units 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 P 9 9 9 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. Al 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 9 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, manufacturers 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 SUB 2021-00124 TAX MAP 32, PARCEL 35 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1"=1000' Vill AIRPORT CENTER Ad Spec '1114 wtRd E y c ��ninp t„ ❑ f Airport Road Auto Center 's05 D E E R W 0 0 D a Q A81NGT0N PLACE Walgreens Q A'roffr p, The UPS Store Q SITE S P R I N G F I E L D +a Fed Target Q 0 }- a' Food Lion FOREST RIDGE Tlmberwood Grill n,- 1521 FOREST LAKES xT, 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 ACSA & SITE DETAILS C15 MAINTENANCE OF TRAFFIC & AUTO -TURN EXHIBIT C16 TURN LANE WARRANT ANALYSIS APPROVED by the Albemarle County Community Development Department Date 3/14/2022 1r71�.`1q:YlllYlr UIlli f'L!� J SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@$HIMP-ENGINEERING.COM ic. 183 A 2 Z 54�s Z f w 0 �SS-IONAL ENG ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 1) 2021.09.07 2) 2021.09.21 [ACSA] 3) 2022.01.14 [ENGINEERING] 4) 2022.02.15 [ENGINEERING] 5) 2022.02.25 [ENGINEERING] FILE NO. COVER 18.041 C1 e OWNER e e aP. Original Proffers X ii. Multi -Family: Off street parking serving multi -family structures shall be o _ e Amendment relegated to the side or rear of buildings adjacent to Proffit Road and shall Albemarle Land Development LLC ! . ° °I° v be accessed from the internal road network. Residential Units: A maximum of forty (40) dwelling units shall be built on the _ PROFFER STATEMENT property. u , 2. INTERCONNECTED STREETS AND TRANSPORTATION NETWORKS: Upon demand b the County, the property owner shall prepare and record, at its sole-1 By: AlbemOtaapd Development LLC °• P Y Y P P Y P P Pg o s oKA Number: 2018-00019 "sa expense, a deed or other instrument (collectively, The "deed") establishing an access L_ Title: LLC Member a p easement for the purpose of providing interparcel interconnectivity, The access easement o ° a 1VIap 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-Number:e °°tee°P'v Q e e 6 Tax Map and Parcel 03200 00 00 03500 a '` • Owner: Albemarle Land Development LI 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° _ 046134-00-00-005A0. Before the deed is recorded, the property owner and the County, J I^ I i c,. IIL ° shall agree to the terms of 1hesieed-mcmdi_n the access easemen Its l p t1 n i1Jt e rezone 3,198 acres from R-1 to R-15 - ma nt nance ;° 0 a�.a. , i- "' � ° [ - ". "— .. _ °,n `.. ° •" `- „ I� ' 0 �' .` II �. ° I " ° III •.. _ 19 ° LBEMARLE LAND DEVELOPMENT LLC, is the owner (the "Owner") of Tax Map and' ° tr d e ,r r Ir I creel Number 03200-00-00-03500 (the Property) which is the subject of rezoning application e a • 1 ` o L To- ZMA No. �018-00019, a project known as "3226 Proffit Road" (the "Project")rf � e a ". ' ° a .° _ Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle °� °= ° ° o`,,.°"o e,° ,..t _ e" a. °° o H° ue ;a ° ^ e • '° s;_° ° a a ° I County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be e applied to the Property if ZMA 2018-00019 is approved. These conditions are proffered as a part -°° 8 ° e m _ �° _ - i e o • _ " -°°, of the requested rezoningand the Owner acknowledges that the conditions are reasonable. Each,, °P _ signatory below signing on behalf of the Owner covenants and warrants that they are aril; ° ° c ° ° authorized signatory of the Owner for this Proffer Statement. - g D e P .- , ° _, -t .'I '•" ter^ o _ �� _ r pp c 4 d 4 L N: The property shall be developed m general accord with the plans — 1. CONCEPTPLAN: P P Y P g P _ ° , •, °I� 1 b _ a� °l° � II ruled Zoning Map Concept Plan 3226 Proffit Road "concept concept plan") y I F Shim Engineering P.C., dated December 17, 20t8 and last revised June 24, 2019 and; following major elements as shown and noted on the Tans: _ - shall reflect the o g j P ° - - =I , o „• e v 6o m °vov J v° a:° _ _ ° - ° - _ -"P 1 Y WII II Vu Right of Way Dedication: -Concurrent with recordation of the first subdivisio rly , 1,3 plat of the parcel, the property owner shall dedicate a portion of the prope °°^° e a°pu` .°a•oo J, along Proffit Road, as shown on the concept plan, to;public right of way. °e Y • Right of Wav Iithin 1�0 damprovements: Ws of issuance of certificate tc' °° e ° _ _° ° 4,01 • • • °° s, a _ _ • i occupancy of the 20 dwelling unit on the property, the owner shall provide improvements within the right of way dedication in accordance with the "Right of`° • - " = e „ n I I•°p U. Way Dedication Section shown on the concept plan. _ I, e ° i .a ee • Parkin! Standards. .__ e Family Detached and Sinele Family Attached: The `front fagade " = a i, Sinele V �I - ° , °° ° ° .� _ °I°o, of °° ,° I� 'o °°. of single family detached and single famil attached units shall Lace %° �� g YY Proffit Road. No individual lot driveway shall enter directly onto Profft = Road; driveways shall onlyenter onto the internal road network. e RO , Y - °.T - =aIP ° °„ e °.' °. o °- e e°fib_ deaf° a,'I°I"'fln`I °F _or °il°aae: •.°°.° a e •1 r= =°�tis ao>° _ l .ei°°�,°tea 4�°L•o-a - ' a°, I.�_ t p^ e -:,, Cr Iris �- . _ ° _ �� ir, e a° pa L- _' -, Wiz= 0 �° r°�� -° .I e ° ri d n °D -r �;f -5 ° °h o o _,. a° o a n I - Pp°P o u ° hod - 4 �p 2J ' b - P } nC_ � ° of - dJ e�11 �-�a�i �-I - ° _�° •°., 4. °_� °oe lrr Pv- - Flo°➢•° a `u °-I. -L_..- - 1— r I� °°� 6°9 a =[ °-Qu �o ° JII a° °obi°:e� "4 -°° o°,-- z�" - .. a a ,° ° Poi``- _ ° -�, - d Pa° °�° v£+��,.�� -�°_ °° °No ° �° - I^t t,-' Ins°n°I�° •ad&�°° °Q=_ -°e' .Pvv p ° _ °..° - - ... � °�'� n -� °4a°o a=°PP °° • °; _ _ .._° P ° ° " °gee[ I e I eG�[= oo °Q°`° e, Us; _ ve a SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM The undersigned OwnEb proffers that the use and develoeedi-'oche Property shall be in T conformance with theproffers 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 �'PC that all proffers shall be binding to the property, which means the proffers shall be transferred to r all future property sucFesso°-otgttte land. UO 1U T S P a C $ WITNESS the follow+lg� signatures`' COMMONWEALTH OF VIRGINIA 4W4�Y/COUNTY OF 41&Ata-r/e to wit: The foregoing instrument was acknowledged before me this v day of Jame, 2019 by Albemarle Land Development LLC. My Commission expires: M rc_h 3/�-2 6a0 Notary Public u y� Barbara U. Chumley NOTARY PUBLIC ar t Commonwealth of Virginia Reg. #1187406 My Commission Expires March 31, 2020 ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 1) 2021.09.07 2) 2021.09.21 [ACSA] 3) 2022.01.14 [ENGINEERING] 4) 2022.02.15 [ENGINEERING] 5) 2022.02.25 [ENGINEERING] FILE NO. PROFFERS 18.041 C2 Z ► \ / 532 / 534 -----� \ Dense Trees \ ► v / y28 — \ — — — — — — — — \ w� ❑ \ \ 530 a \ 530 Z \ 536 / % \ 536 _ - - - - ► / 530— \ \ \ \ TEL. DV o E .10 / PED Q o \ 532 O 01 POLE w \ OHU — OHU —I- OHU — OHU — OHU — OHU — OHU — OHU — OHU — OHU — HU — ,� N — — — — — — OHU— OHU— OHU OHU— OHU— LQ g�.w , — _ \ � POLE 532 - \ ) - 526 - / \ 526 08"E 4 !jF \ 9SCk \ o / \ ` ON o 0 8 .6 U c c„ \ FO ND � 2 8 � n \ IRON FOUND 456. \ \ l�,p qyG \ 4LCATE)j- 7i IO Q \ \ \ N WELD TBR T.M. 4 4-SA \ \ \ I \\ \ \ \ G\ \ EX. 8" DI S p�. x 0 ROBERT G. PETCHEL & \ \ \ \ �i \ c \ \ DI SA-f- 524 KATHLEE 0. PETCHEL \ Q \ '� \ D.B. 296-686 - D.B. 1685 1152Al2 PLAT _ \ \ \ % �, � -9:B_10&9 28 & 29 PLAT \ D.B. 9 -443 PLAT \ \ I \ \ \ \\ \ % a EX. GRA%VEDRIVEWAYTEI ` X Nw Z NED R1 \ \ \ \ \ / _ _ SLEE ESTE / 0 a w �l II \ \ I \\ \\ \ I J 532 I I o I 00 o \\ I A A EX. BUILDING TO BE REMOVED 0 It EX. WM T s\ C \ BE REMOVED c \ I mABA\ C C NNEDON \ \\ I 1 \ ;lip \ Q 8" DI SAN \ E\X. 8 Q " DI S \ EX. $' DI SAN /O _ z � � � T.M. 32A-�-2 5 20 \ \ N \ - - - S \ o \ �O \ \4LBEMARLE LAND DEVELOPMENT, L C TREES TBR e. 7s4-1o7 \ D.B. 439�185 PLAT , SHIMP QTRESD.B. 51\54-753 TBRI��• ENGINEERING T.M. 32-29D I \ \ r \ I I "wW" �^ o LAND PLANNING -PROJECT MANAGEMENT \ T.M. 32-35 N \ m. _ x \ MAPLE GROVE 3.20 ACRES °' \ '� ➢ CHRISTIAN CHURCH \ 'CP- ALBEMARLE'.B. DEVELOPMENT, LLC D.B. 2303-626, I \ D.B. 5'�8®-296 cr m m z \ D.C. 630 THRU 633 PLAT w C' L \ 912E.HIGH ST. 434.227.5140 D.B. 512-516 PLAT D.B. 1406-131 PLAT �P N ZONED R15 cS`''c 1 \ \ CHARLOTTESVILLE VA, 22902 JUSTIN SHIMP-ENGINEERING.COM -� D.B. 1011 131 PLAT I � s \ D.B. 781-200- / \ ��\`--_----- � I \ 1 \ \ o D.B. 294 P�55 PLAT ,5�p \/� \ ZONE j`R1 SR V` 9 E0P\ pyT Cg, — — 522 © sNv 00 s \ I \ © A & I of / Q I N� \ 2s \ ( 0 1\ �. \\ U 1 U T S P a ic. ��s 183 / o 524 / 01- /v / 0 1 i \ \ REES TBR N� N, ` --�/ / III ROAD PLAN N PROFFIT ROAD _ Dense T�ee I I I I I 1 "' II II TOWNHOMES SOUTH �_ I 524 IRON — — FOUND u, II 526 — S27°59'12"W 338.89' — — — — — — — — — — — — — — — — J / Nm \ \ u o �' I i \ ALBEMARLE COUNTY, VIRGINIA \ ' N ---- I — 528---------- N 1 01 I I / SUBMISSION: _ _ w 1\ I 1 2021.07.01 530 — 15' NONEXCLUSIVE RIGHT 0 _ 528 -' \ I o _AND E SS 505-615) - - REVISION: - - - - - - 44.69 EX. 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ZONE R1 PLAT R1 - - / OD © \/I U1U T S P a 0 0 G�w No — — rSfONAL eN 524 0 REES TBR /� _ N, Q� — — — - -- ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH Dense. ee 5IRON \ _ z FOUND 526 S27°59'12"W 338.89, ALBEMARLE COUNTY, VIRGINIA SUBMISSION: ,----------I------ 528--__---= 2021.07.01 530 — — REVISION: 1)2021.09.07 2) 2021.09.21 [ACSA] 3) 2022.01.14 [ENGINEERING] 5) 2022.02.25 [ENGINEERING] FILE N0. / \ I / - 18.041 EXISTING CONDITIONS I -2 000'20 0 21 40 60 C4 Scale: 1 "-20' 1 1 � Dense Trees I 1 II 1 I TEL. GV I PED o �o O Pa e — — — — — — — — — — — — — _g'OHU — OHU — OHU — OHU — OHU — OHU — OHU —OHU — OHU —OHU — HU — — pHU — pHU — OHU — OHU — OHU SOH a POLE 0 NEW 30' NEW 15' GAS c TRANSI ION TO 6" TO EASEMENT I 1 0" ORB H IGH PRIVATE CG-3 CG-2 ACCESS (4" CURB) BOLLARDS O ESMT a o PROPOSED ROW LOT 1 N j . ,e, 0 �„ o EM RGENCY ENTRANCE o c DEDICATION 35.5' WIDTH FFE 5 8.50 0 I 50 ESMT WIDT NO [PARKING" 0 V.W. 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II I 2021.07.01 _ _ REVISION: / � -------- 8 28 <. 1 - i 530 - � _ - � - ® 30 2) 2021.09.021 ACSA Dense Trees ® - - 530 - - - o \ ) [ 1 o I 3) 2022.01.14 [ENGINEERING] az� - - - - - - - - - - 532 - - - \ 1 \ 4) 2022.02.15 [ENGINEERING] \ I 5) 2022.02.25 [ENGINEERING] 532 FILE NO. 18.041 °G \\ GRADING PLANA / 0 \ ti I �. ooV___* 20 0 0 20 0 � I so C 6 Scale: 1 "=20' 1 1 � Dense Trees I 1 II 1 I TEL. GV I PED o �o OHU — OHU — 0HU — OHU — OHU — pHU — OHU — OHU — CHU — OHU — HU — O — — — — — — — — — — — — — — — — — — — — — — — OHU — pHU — OHU � OHU — OHU SOH POLE NEW 30' NEW 15' GAS Ic EASEMENT SECONDARY OA o c ® UGE UGE 32d U E UGE UGE UGE UGE UGE PROPOSED ROW A4D� I e8 4 / \ CA,G 2e -eas GAS GAS cns G G GAS —GAS ASGA —GAS— AS —GAS GASGAS—GAS- GAS s—cns GAS° GAs `cns GAS DEDICATION 35.5' WIDTH ILOT 1 I O, �— ---- --- ------ — ° FROM ROAD CL c o FFE 5 8.50 I ° L \ _ m ONE ly , N R 2e"REAR ''I K� RD RD R RD — as a as as as I I GARAGE IT I 5 8" ° I _ _ _ _ _ _ _ c _ _ — NEW 20_ACSA— . I RD EASEMENT Q pl Al Q EX, 6" DI SAN > I LOT 30 I I 32 1 FFE 00 DI SA f— ONE R I LOT 37 LOT 38 LOT 39 LOT 40— �, GARAGE UNIT I & LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 / FFE 531.50 FFE 532.00 FFE 533.00 FFE 533.00— D^'' I FFE 529.00 FFE 529.50 FFE 530.00 FFE 530.50 FFE 531.00 ONE CAR ONE CAR ONE CAR ONE CAR ON 0 ONE CAR 0 ON I GARAGE UNIT GAR GARAGE UNIT GARAGE UNI _ / 2 L STEfL GA GE UNIT GA E UNIT GA GA E UNIT GA E UNIT I J 1 m SLEE E 1 o � LOT 29 I 1• I - I m FFE I � I /� I e, I I ONE R .d I a ' xs ws 5' MAX. SETBACK 8 `< GARAGE UNIT II `r - ---- - ---- m �6AIXI - -- - o I ° A 01, �,.. / 3y T WATERTI G x TEE I - ----- ----- - ---- c I v7 - - ----I" LIf�E 1 % I m LOT 28 a I A a_ m A I N c n FFE 2 1 o D+' "°' W W I I v ONE R j a� �,� , I I GARAGE UNIT I / m ° a MIN. ET AC 10 0 US E U E E GE UGE UGE UGE UG UGE GE "x6" �p� 1Pp1US — c EW : R /" I m I c I LO 27 ° L—� ° — — — — o ° FEE ONE R I 4'° aYP `� '�°D. PROPOSED PROFFIT NORTH a GARAGE UNIT I' G —� o RED Ag I I TOWNHOMES ENTRANCE W--L-cfW W �n W DPW Wn— W V W � .. W Wei E RD — RD — RD "5 •• 8•• E 20' PUBLIC , ° 1 2 q4q TEE \ STO M ESMT . 8" c 0 6 RD B VARIABLE DWIDTH N c'e A CNN •• `� I _ 1 I m o ACADIA DRIVE /N'EW GAS ° GA SUNIT _ I i I N 90 ' x6 �15 MPH DESIGN SPEED 2' DI - 51 p, RAG c v 24" HOPE O\ SWEEP RED n �cF S i T.M. 32A-2-2 m HP W. 0" BA E a I I I �c DEVE OARLE LAND o A3 WEIR WALLaa , ST Rr<M AS NEVS ° > as as — as �� Q /8 ws S. m D.B. 254-160 = UGC UDE u AGE 4 " °�� _ 36" O °� 4 T .5N rn D.B. 1794-107 v L 1 CON A A4E E W A� _.4 - SHIMP __4 ,� .00 I � D.B. 439-185 PLAT nNi o GAR NIT D.B. 5154-753 q� A7 I I 2. I LOT 2 ENGINEERING °� - - I I <i FFE 5 m 0 i I4 a I T 9 m tiP I PREVE7 LO 00 1 O = LAND PLANNING -PROJECT MANAGEMENT o ONE AR c* n LO 6 - 532- , m c GARAGE UNIT 1' z I '" j FFE 5 .00 _ , GA GE UNIT -� c ° o m A I I GA AGE UNIT °I - 11,. '1 >� ' FFE 4.5 I '^ m I a I x 4' S tla I '1 GARAG N'T o I 012 E. HIGH ST. 434.227.5140 AI 1 m 1 c I CHARLOTTESVILLE VA, 22102 JUSTIN@SHIMP-ENGINEERING.COM I 11 FEE 5 S z I4a _'.1 - T 1050 GAF a' ' _ I c I m ONOE 2AR I N L 17 I I x\ �`..... -'° FFE 2UNIT .`° ws o IN 1 -- 0 1 I S R 649 E O P I GARAG UNIT N to I m I FFE 2 ARO oN o GARA UNIT �a o'.I 41 5 I FFE 5 4 NIT . I LI '➢" 1 GARAG o LOT 24 I 5� ,W ws ws " -- I.a x 20' M II o ��ALT E 'n FEE 5 S I4`I ILA N 1 - LOT 1150 STp M 5p I _ E m NEW 15' GAS I4G ONE CAR I N FFE 850 A, I I I ro o NSP TION 9R �A GE2UNIT --$ F GAs I EASEMENT G1� m GARAGE UNIT ° °� D I TW GARAGE UNIT 99.N p , { I I GAS cns 1 � __ 1 o Gq5 JU SHLPG�P a Ia I -- D 1,° 1 1 I I\ A9A �GAs� c m LOT 5 N JD I ° o I 1 5' `^ GAs GAs ic�I q(� 183 FFE 52 m a'°. - T 12,50 �° GA - „A �i cn I A I I ONE CAR I m FFE 28.50 m .:, - FFR CIF GARA E UNIT I j z TWO AR D GA - Z LOT FS,S eNG m I n I GARA UNIT',I °I 1' I FFE 5 I 1 10NAL s 5 5 GARAGE TX m o I LOT 26 I all Z N II m I y . U? n 8' WM N n �, c ai FFE 52 0 (T.P. I4.,- 1 y 05313 2.00 Coy I r— �TYP4) c m ONE I I LO 0 I° .a i •, IT C) I I a tNn Z I I A4 a GARAG UNIT I FFE 5 .50 I 1 TH GA GE UN --- -o = 81 WM GARAGE UNIT ' VARIABLE LFACILDITY 5 5 I FFE 533�N �p� c NEW 15' GA m 1. GARAGE I ROAD PLAN EASEMENt � � EASEMENT N -- - - NEW 20 P IV TE I PROFFIT ROAD 4 I I 7.5 u 1 (14 ORM ES T I , I 31.5� `GAS— AS GAS GA GAS �jrGAS U I FFE 28.5 I ' �_ GAR �N'T _-4a I =- V7TOWNHOMES SOUTH Lo I m Dense Tree Two R I ° I GARA UNIT 1. °. 11 I 5 �, GARAGE (n a I Z BOA I F 0 5315.50T NEW 30' ,w 1 GA GE UN' a L 8 ALBEMARLE COUNTY, VIRGINIA ACSA ESMT p 1 1 FFE 3.00 A i 9C SUBMISSION: I A9 1 1 ZSa s I, GARAG UNIT 2 G 1 2021.07.01 REVISION: 0 30 � 1) 2021.09.07 ® � � � 0 OA .I 2) 2021.09.21 [ACSA] Dense Trees G o 3) 2022.01.14 [ENGINEERING] o � 1 4) 2022.02.15 [ENGINEERING] 0 I 5) 2022.02.25 [ENGINEERING] FILE N0. 0 \�� 18.041 0 0 0 oy UTILITY PLAN-1 Q G° \ 0 \ 20 0 20 0 I 60 C 7 Scale: 1 "=20' PROPOSED ROW DEDICATION 35.5' WIDTH FROM ROAD CL NEW 0' ACSA— — — EASEMENT D.B. 439-185 PLAT D.B. 5154- 753 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ��AL009 r n � �'Pc� O JU . SUV1 P a �-rs SET TRUNK PLUMB, SEE - CL PLANS FOR EXACT LAYOUTAND SPACING........:Fi. 9 � C / �SSIONAL ENG ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. 3X ROOTBALL DIAMETER DIM. 1 TREE PLANTING DETAIL FINISHED GRADE EXISTING 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 MTt 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: 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 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. ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 1) 2021.09.07 2) 2021.09.21 [ACSA] 3) 2022.01.14 [ENGINEERING] 4) 2022.02.15 [ENGINEERING] 5) 2022.02.25 [ENGINEERING] FILE NO. 18.041 LANDSCAPE PLAN Not to Scale C9 ® � � it _ili■ _ ��_— it i■�\r�'C!_i _ _ _._—!� it 6iiili■ - •• ©ii■�iR� ' � � it �snu0�:a:rmYa�n�c�all+_!Ji_i■' r.. . r _. , ���i7F3si ' it _ I r . i9i_�I `.►PL"� • � F=�r��ii� it - _ _ _• b�• iill� Let-7_GT� � S !7 _ r IiYi���Trw:u��-•-- iiii�i� FsN:� • .: _ E71!!' � ii�ili■ [!� W. ilk .7='7ili■ iiii—i . -. • RG7 • _ •-. films'" !• ■7■■l��� r u 1 iiii—ii'Ir•71Nlillii I41:fY1M1�iiii�� -_ _ - - - •a:�iii' ■i ■■iiili■iI/ iiii—i_",•"•"-•••• �— - F�T�, �h �avianma—�..-.•,�.�.� LeT76Tiiir_ ■i ■�iiili■! i��il _ 1. : •: _ 1 � lifii�r _ --� � ■i ■'�ww_w■� iiii—irl�— ' M�Li•� �L- � iiI ■i ■i�iiil� iiii—i■:� __ ri.-w_ i� —� - ■w ■lii�� w�� i IJ.iii i� - � �' ■i i�a� - .: „ � 1 F�7�Sfri7i•i— •_•_L'�i" R i�mews- - ■� . •7�: e • : • . L_a`IV_?F�'),i■ ` -' - - li■SALoF_('3Fi�M!!ltl.!i� N - il9b!#�_� . kiilirn•'cn.,-:.,..... ii�CL�'1'�7�i��i _ � ■fir. i�ll.9i•7 Fi�:lF. - �_—_E� ' it _ilin• �—•17 L� ' it _ili■ �—� it _ili■ ��� 11 11 1 11 1 / 11 1 11 1 11 1 // / 11 / . 11 1 STORM SEWER PROFILE A1—A6 VHORZ: 1"=20'VERT: l _ ri •L_ •� iz - 535 PIn•• GRAnE��- ' l+� ' ■—i Ar 1 • / - _ • =l 1 ■ � • : . e • mil —� ■ ENNIS I ENNIS - 1 / 00 • 11 2 SANITARY SEWER PROFILE Z5—Z5a Loll, HORZ: 1"=20'VERT: 1"=10' i . L7 ' = 1 wl ' u_ _ _ •- • � — ■■■ MEN 525 ■ _C■■ ■_ — - o i n Rai'• 1 ■i ,• a oil ■o 51 - 515 i n i 1 1 1 11 1 4SANITARY SEWER PROFILE Z4—Z4a 1 Q HORZ: 1"=20'VERT: 1"=10' 53 4 5' 52 52 51 m �JF�rTf.IS��—i iiiiilwl■-i wra �— ., \—w�iriYWi�IY-Y__r'J—wIw1.Si•. „ . � • : • - �� •Q•�i - _ii_Yii � • , 3 WATER MAIN PROFILE ON ROAD A 10 HORZ: 1"=20'VERT: 1"=10' Z4b �_ • - =off _ 10+50 11+00 5 SANITARY SEWER PROFILE Z4—Z4b 1 Q HORZ: 1"=20'VERT: 1"=10' 535 530 525 520 515 �•0 m ■ -.� � � Ate_ ' rw - • Y ■ 510 • •• • • •• • •• • i_■ � � if—i— ii_ � , i_■■� � i_—i— ii_ i� , iil■■ � i_—i�� ii_ i— iil■■— F- � ice■ • : IT'!• � . n - a •• �i•�-_1 E7 ii■�i0ai .- �.- 7 STORM SEWER PROFILE A9—A9C 1 Q HORZ: 1"=20'VERT: 1"=10' 6 )WATER MAIN PROFILE ON ROAD B rl () HORZ: 1"=20'VERT: 1"=10' 1 - iil _i_�iili[iL•17�9 ._ � ._ ii1 ISTi•_la�l_ il9iiaF.fii■© iil _ _ :: Lr-L�lII■Rl�1i i_3S©I.�ri . .. F:Ti•YI.Y�1tH 7U7OLUM��Ld71Ti� • - i© R�IIeTC1TL■�rilJ—� ��i �i ill • 1�(ii■I_� -��i�C -� i— __ i■■!!__ ii��_i6itllt�i�ii_�i ��•nT■�L■'r►iEi i■■■ iii��Pi.-=..._....,.•�-.—ice —i - —iLY i■■7— � �i+:�T.■irifd - �7 i■■■���'s lrL�r�1711�R_�ICIT�n7riTiEG�lL-t�ilfilY�i�9 . i'i it■■ _ �IiciY"IiiTi�il!_iiF7■:Inca©_ � i\1■■i■:Ie • �,.' , _'w�,.�. , Y_i�_�l:�'t7�c76Zi:�.ii1 - � ii■■ ©_��Cii�y , STORM SEWER PROFILE A7—A11 C1 Q HORZ: 1"=20'VERT: 1"=10' ., �� ii■�rw• �i .• _ ii■�_ F_I�i _ _ _ iiK_�■if G�i _ • �iCii.L7fi.1 _ . _i 10)WATER MAIN PROFILE ON ROAD C ;i Q HORZ: 1"=20' VERT: 1"=10' SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM KAL 1 n � �'Pc� 1 . Sk'.HG1P a IC.1 Ias �� O �' ��Ss�otva►. ENG ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 1) 2021.09.07 2) 2021.09.21 [ACSA] 3) 2022.01.14 [ENGINEERING] 4) 2022.02.15 [ENGINEERING] 5) 2022.02.25 [ENGINEERING] FILE NO. • UTILITY PROFILES clo 14W on 538 ---- // �o`N�4-- 536 — — — —— STATE ROUTE 649 534 390' INTERSECTION SIGHT DISTANCE RIGHT \ i pOL — — V DISTANCE TO MOUBRY LANE a ^— — — — — — — — — 532—— — — — — — — HEIGHT HEIGHT OF--,540 540 0' SIGHT D LOOKING RIGHT- 535 GRADE 535 — — 530 530 592�511 5225 S1D+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+0520 / � p I \ hM N r� N L � Co 53, Lu \ \ > \ m/ I 534 —. -- 538 ---- DISTANCE TO MOUBRY LANE N2� � J w o // MNQa Nn me'µ = - 536 ----- D AN _ — — o h" HEIGHT 540 OF EYE 540 535 535 530 GRADE530 525 525 520 5520 51 +00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+0D15 --/V\ -------------- STATE, ROUTE 649 / �53 1 �3 Scale: 1 "=20' MOUBRY LANE SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ��AL' n � �'Pc� OJU .'suR P a IC. I I253 ��JONAL ENG ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH N 40 6o ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 1) 2021.09.07 2) 2021.09.21 [ACSA] 3) 2022.01.14 [ENGINEERING] 4) 2022.02.15 [ENGINEERING] 5) 2022.02.25 [ENGINEERING] FILE NO. 18.041 INTERSECTION SIGHT DISTANCE PLAN, PROFILE & OPPOSING LEFT TURNS Cil pj NMI m NN imumilmilm on man spa ORR spy r•1r1wi ' • iRim 1u--- 'I■—■— m IVA oil PA 0 0 oo ±� 20 0 20 40 60 d w < w N w v Scale: 1 "=20' a a PVI STA. 11+21.25A a -------------------- A — 0 N GRABE Z U Q I�Its row cc; n 1n N M 1[1 Q IA N 20 0 Z Scale: 1 "=20' OAD B B-B BRINDLE LANE 34' PRIVATE ROAD I~ EASEMENT 30' ACSA FEASEMENT� ROAD j I I al I I I 4 - 3.000 19SA (T9.) _____________ 4"- woT 1A .5 A-B.OAS+)UPERPAYE BASESTONE 6- wOT 91A BASE (I.) COMPACTED SUBORADE COMPACTED SUBMADE MIN. MIN, CBR-6.0 CBR-6.0 i0 BE FlEID MEflIFlED TO BE FlELD W.I.. (M) HOUSE PAVED DRIVEWAY ROLLTOP ROAD RIBBON DRIVEWAY 5-35-1 CURB CURB 530 525 520 1n 1n In — 1n 1n 515 10+00 10+50 3 ROAD C CALICO COURT PROFILE ivVERT: 1"=20' ivVERT: 1"=10' 11+00 I INS INE 20 y 6 Sc 111=20' 0 20 40 60 CALICO COURT 41' PRIVATE ROAD EASEMENT �30' ACSA EASEMENT I 1 I ROAD CL 4"- wOT x 1A BASESTONEI/ ``2' BM-21 (MJ COMPACTED MSMADE MIN., Lfi' wOT d21A BA.4 (TIP.) CBR-B.D CCMPACMD suemA E MIN. -6,0 i0 BE FlEl➢ MOORED N BE FIELD 1ERIFlED HOUSE PAVEDSIDEWALICG-9 LANE ROAD LANEI DRIVEWAY DRIVEWAY GUTTER CL RIBBON CURB nraiP..I __=iE r ACADIA DRIVE ROAD A A -A V.W. (t48') PRIVATE ROAD EASEMENT � 30' i rACSA EASEMENT� I I I I I I ROAD I� C L I 11+50 12+00 12+50 13+00 20 40 60 6®� 5®■■ �� ■=�■ems= o_ o_ N 7 + M + M oLo 00 > H > V) V1 w (n w ou > > > > ad 0-0- PVI STA. 10+35.00 '>n DWI n rx/ Fz1 an 540 0 + Q 535 N .'XSS 525 n ED N 520 0 0 o^ LoLo 60 6 00 of +M oLo ±To 0 f> > H J H J > > > > a-d a-a- PVI STA. 11+00.00 \ \ \ BRINDLE 11+so ti 9 0 0 �Mo u� :6N u 0 <DO +O +0 +Lo HJ HJ (nW NW UU HH >> >> ELM ELM PVI STA. 11+72.00 10 N _ _ i6fiif-37L{Fsli■i- •':1.►� � • �aiy1l—I:1'� �y��OlayA•PAL!_� • 10+00 10+50 11+00 2 BROAD B (BRINDLE LANE) PROFILE 12 HORZ: 1"=20' VERT: 1 "=10' C) 22.00' 8 \ LOT 36 / SPACE 2,384 SIF IAA Baal 2p.0o' 1 m 1 .0 ' 0 16.0 1 BOLLARDS e. \ Q b { a ss.00' \ — ---- — ---- 2 .00' _' ---- -- — — -- J DoN°, ACADIA DRIVE —I it cII 3 a: IaS,.CON.t�°: o \� b SIDEWALK, (FY ., ° a�✓ EW :30' .ACSA tSMT. b . .' \( �� v to Z \` 51DEWPLK o \ CG- CG-9 COG a o r — — 0 \ \ \ACADIA DRIVE 2Q0R' PUBLIC - b . 0 o _ Iv ._ o 13+13.8 13 0 �6� 13+0 12+50 �NEW 0 c'e / M � �+ \ \ \ \ C' °° VARIABLE WIDTH EASEMENt, ACADIA L „3!EE 15 MPH DESIGN 30-�D I 00 /NEW 1 'GAS — o _;�• 2 1C. 1 ,� 1 I O1 n� Scale: 1 "=20' O �N N+ if] n W Q J H W V) H H >> a 1PVI PVI 00 00I N+ 0 N_ W Q J H W V l U U >> STA. 13+00.09 a ELEV. 526.51 25.00VC 1000.00SD I 0 To Ed N+ N � W Q J H W N H H >> a a PVI STA. 11+70.00 PVI ELEV. 529.76 37.00VC 466.04SD O 10_: O+ 0 �_ W Q J H W V l U U >> a a O 0 Lo coo IN)+ M+ N � ti l 0 W Q W Q w U) J H W N W V l H H U U >> >> PNFI­STA. 11+G5.'00 PVI ELEV. 532 86 14.06VC 246.99SD 540 540 535 RAnF535 530 530 525 525 520 520 . . No a nL� 55 S�h+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+0'6- 1 ROAD A ACADIA DRIVE PROFILE C12 HORZ: 1`20' VERT: 1 "=10' 11+50 540 535 530 525 520 12+00 mp ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 02 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ���AL I n � �'Pc� _ 1 JU . Sk'.HG1P a IC. I I25.S 2 ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 1) 2021.09.07 2) 2021.09.21 [ACSA] 3) 2022.01.14 [ENGINEERING] 4) 2022.02.15 [ENGINEERING] 5) 2022.02.25 [ENGINEERING] FILE NO ROAD PROFILES & SECTIONS 4'- MDOT ,21A BABESTONEI/ CJ_NPACTED SU.GRADE ." CBR=60 TO BE FlELD YFRIFI® ROAD iiI HOUSE' PAVED SIDEWALK CL CO=2 SIDE) DRIVEWAY 6' LANDSCAPE ISLAND C12 FRAME & COVER ., (:(AIPRESSICP4 ..3. 4' VALE ;I-E C.U=LW; 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 XFwcEs LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE r'.,•.r' THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED ... TO THE MANHOLE. 1'-0" MAX (D 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 A I\ (1/4" PER FOOT) 1 CHANNEL 1/4" 1' MIN RUBBER COATED STEEL -L E ,,I E STEPS CAST IN PLACE 3'-0" MIN R r• COMPRESSION . 3/4' MALE PIPE COUPLING 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN _ 0I PRECAST REINFORCED OR APPROVED EQUAL DIAMETER OF 4". plow CONCRETE SECTIONS 12"- MIN "0" RING SEALS A 16" MAX I" TWE k' SaFTcaPPER 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. „ BRANCH11 MINIMUM ELEVATION � Qj I 12 y J I ~ DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FuR LSE ON UETALNEr, 9N6LE FAMILY SALT FROM INLET TO OUTLET MMEIER I5 'JT PQ04DQ MERE AN I RI AIION TREATED SHALL BE 0.20 FEET. 2 x 4 CONCRETE VARIES FINISHED GROUND MARKER 2 DEPTH OF FLOW FILLETS SINGLE SERVICE � CHANNEL TO BE 3/4 DIAMETER OF 1) SADDLES SHALL BE LIEU (A PK. Fq-E CONTRIBUTING ° ' c►sr IRow ur. SEWER. a a. n ° • I 12 _ FIN12HO GRADE A FILLETED INVERT FOR A SMOOTH d NOTE: TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION INLET & OUTLET PIPE SHALL BE "r" 1 METER BALL Box WITH STAINLESS STEEL ALL CONNECTIONS TO PROVIDED. MIN. 6" BEDDING VALE\ IL ONLET BAND EXISTING MANHOLES SHALL NOTE W/ N0. 68 STONE y' 3c• MIN DUTti rf COPPEASEITEA w BE CORED AND A FLEXIBLE PLUG END OF CONNECTION BOOT 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE BE": cGLPuNc n r s, MAIN LINE SERVICE LATERAL oINSTALLED SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. SECTION 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE=• _ ETEo . .L,,,.; •, 45'0 0 EXTENDED OR NON —EXTENDED BASES.;: vj CiZ ERICK AS- 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED caaPaa4nw sraP ?; r; Sb �Y, _"•; NE=55ARY TYPICAL MANHOLE PLAN INSIDE AND OUT. ;.:•_ I::1� irt•C: • :�' =""'r, = . rA•.E.',.^:'?a�_ A' OIAWIER JwA1N "PE 12' SAND OR DUST UNDER 80% AND SETTIEN (2-INCIi i:'_'.,i y,e., tr: -;i a :Y LONG STONE POCKET. VDOT SHOWING BRANCH TIE IN TYPICAL MANHOLE SECTION _••� , , """'TMLI"�1 .:e::�_--:r-_ �E_2Dx "a Gt °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, LAND PLANNING - PROJECT MANAGEMENT C13 NOT TO SCALE o q FINISHED GRADE M.H. STEP (TYP•I ° DROP MANHOLE PVC (BOSS c, 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. IN. MIN. CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM -- a BOOT. 02 6" BEDDING o = e F * STABLE SOIL ROCK ADJUSTABLE TRAFFIC RATED 6' GASKETED e � STOP COUPLING II VALVE BOX W/ LID o — 27' * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL A LT -� DROP PIPE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK ANDLi Z PIPE STRAPS e e (STAINLESS STEEL " THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF STONE- NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- 0 : o SPACED EVERY 2' VERTICALLY ;:.:;; #68 VILLE THREADS WHICH IS N c a 90' RESTRAINED BEND THE LOCAL STANDARD.z 1 uju a SH1 p C14' VWSEWER INFLUENT FOUNDATION IN POOR SOIL UNDER —CUT CONDITION LENGTH OF BRANCH VARIES MIN .4/sts3 A 2' TO 10 A MAIN ( I o > o • �rSIONIC 18"-22" LNG PEWER ALVE BOX 1--- J. -TE VALVE PLAN 4' 1 INITIAL BACKFILL 4 MI UNSTABLE # 8 STONE a° s" a° e" SOIL MIN. MIN. MIN MIN. #68 STONE --' __' O:-; PROFILE MIN, 6' BEDDING WITH N0, 68 STONE _- :GRANULAR FILL AS �'= .,=,_.. <', - APPROVED BY ACSA _ ztr_: - 42"MIN �" 6�� GATE A VALVE . %� .:.:•:,:.:-�.' Z ; .>'. . Y 8„ x 6„ ' '�LI�.' ' ° ROAD PLAN 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO -STABLE SOIL OR ROCIt� STABLE' SOIL OR ROC\ '° 'I T. ..: TEE Vr'A TE I' 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 Fe •.!'-. BLOCK AGAINST TOWNHOMES SOUTH 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 LFLT1 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 DROPCONNECTION DISCHARGEPOINT ABOVE THE INITIAL BACKFILL. RESTRAINED JOINT FITTINGS 2500 P.S.I 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 g 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 COUNTY, VIRGINIA THRUST BLOCK - d S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTOTHEFLOW. TO POURING CONCRETE, A STEEL PILE SHALLALBEMARLE IN THE TRENCH' BE USED AS ADDITIONAL SUPPORT. SUBMISSION: 6.VERTICALDROP PIPESHALL BE INSTALLEDAT90 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 1) 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 ( INCLUDING DITCHES) 2 ) 2021.09.21 [ ACSA ] NOTE IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE FIG. S-1—C2 NTS 3 FINISHEDSHALL SLOPE AWAY FROM THE FIRE HYDRANT AND FIG. W-2 VALVE BOX. 3) 2022.01.14 [ENGINEERING] 3) TD-30 -2 4 THESALLOWED IN OR BEHIND THE DITCH. ITIS NOT ALLOWEDIN THE DITCH, 4) 2022.02.15 [ENGINEERING] TYPICAL GATE VALVE 4 ACSA: INTERNAL DROP CONNECTION 6 ACSA: DIP INSTALLATION 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAIL ING GROUNDWATER ELEVATION. IF 5) 2022.02.25 [ENGINEERING] 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 8 ACSA: FIRE HYDRANT ASSEMBLY C13 NOT TO SCALE Cl 3_ v I-3C TOP 525.77 100-YR WSE 524.68 10-YR WSE 523.27 WEIR TOP 523.40 4 ° a d. 2-YR WSE 521.23 <C� 24x5.5" ORIFICE 1-YR WSE 520.86 INV. 520.90 d 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' i" COMPRESSION x 3/4' MALE PIPE C PUNG OR APPROVED EQUAL NOTE: NO SWEATED FITTINGS DUAL SERVICE I. TYPE 'K' SOFF COPPER SINGLE SERVICE NOTE: 1) SADDLES SHA31 BE USED ON PVC PIPE ccu 1/8 SEND COUPUNC ys- ME Ho ID FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SMMCES OR DUAL RESIDENTIAL AND IRRIGAnON SERVICES. 0 r e 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERMCE WHERE AN IRRIGATON METER IS NOT PROVIDED. CAST IRON UD GRADE 1 -CORPORATION STOP SAND OR DUST UNDER`ex"•'S BOX AND SETiLR (2-INCH MINIMUM MIcxNM) •�.hp'I:A-. _�.y(�^;, NECESSARY ;'` pTC:: 4' DIAMETER DRNN PIPE. 12' i•:Si: k.+x'-: LONG STONE POC . VOOT _ „ . _.. .-_m.. -..a SPED. DOD. 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 3F5 975 ,. 5. RESERVED PARKING IIe 4-- t E p12 R7$ NO PARKING LEGEND- GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) 13 2C 1 2C t R7.9a G Ww2apsMMRE A 6 C 1 O 1 E 1f G H J R L 12 8 3!5 AO 15 15D 5 ID 1ST 0 la r 2F5 .4O 2EI 20 I 1 I 150 1 24E1 5]O 15 BACKGROUND - WHITE (RETROREFL) 'Reduce spacing 50%. •'Seepage631. COLORS LEGNNO -GREEN IRf1ROREFt£CTMIpI BIACK COLORS. L[FBO -wrR 1RnROUREMMI RILKGROIRRI-WFflFE IREIRORERfC1M1F) RMX$RpRD-RILE (RFRDREFLECFNEI '"Seepage 6-2 for arrow design. 3 HC PARKING SIGNAGE C14 NOT TO SCALE 6" CURB 12" TRANSITION TO 0" HEIGHT CURB TRANSITION DETAIL 1 4 NOT TO SCALE ADS GEOSYNTHETIC 601T NON -WOVEN GEOTEXTILE 18" ADS N-12�AROUND ALL STONE LAYERS MANIFOLD 1.30' #3 STONE SH C-4 TYP. 33' 24" SU A7 INSPECTION PORT GROUND ELEV. 528.05' STO E TOP 525.80' ISOI ATOR ROW TOP 524.80 (IZO R W TOR BOTTOM 519.8' 5' #3 STO BER BOTTOM 519.5' STO E BOTTOM 517.50' (4) 1' (25mm) Dw HOLES ON 32 ] 4' (9]4mm) Ow 'mm) LETTERS BOLT*m.) O SED FLUSH) \r PICKHOFSDK 1 1/2' D [38mm] _f r- o 0 T1 1 1 (2) CORED CKHCRS 9mm) Ow BOSS D 27 1/2' DR 668mm1 [3amm] m 26 1/4' DR [176mm] [66]mm] 25' DR 1 1/2' 38mm] Dw 0 I- 24' NEOPRENE GASKEF [7B'mm] [p Dmm] �L O �2a 7/16' pA5/B' [23' OR [722mm] [I amm] 584mm] �Y 38' OM 25' D R �1I [914mm] ] O.D. OF GASKETGASKET GROOVE FLUME 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 2'-0" RUBBER COATED STEEL STEPS 1'-0� MAX CAST IN PLACE 11 PRECAST REINFORCED CONCRETE d• ' �� SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL S-0' MIN e .Q THE DROP CIXJNECTION SHALL BE e DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12' MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5"� • MINIMUM ELEVATION DIFFERENCE 12"MIN ACROSS M.H. FROM INLET TO VARIES OUTLET SHALL BE 0.20 FEET R�. . A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN r INLET & OULET PIPE SHALL BE PROVIDED. e' 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 I 4" 3,000 PSI CONCRETE 0000gwr�,::, 00004" VDOT #21A BASESTON E III II II I COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION NOT TO SCALE 0-0-0-0-0-0-0-0- 1.5" OF SM-9.5A 2.5" OF BM-25 -6" - VDOT #21A BASESTONE - COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION 14 NOT TO SCALE 2" OF SM-9.5A SUPERPAVE 0000000000000000I I 6" - VDOT #21A BASESTONE IIIIIIII III COMPACTED SUBGRADE TYPICAL DRIVEWAY, MULTIUSE PATH & EMERGENCY ACCESS SECTION 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE "MIN 24"M 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 WATER MAIN RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK 'o 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 Inver! Line jR1 r 12'I6 F" '� --- R•125'- Np.1R fvro�ra `V r A.��reeyn r -.-1 2' Rolltop Curb 1,efI Edge or avetnenf Rlbbon Curb Slope 1O motch adjacent Roodwoy Slope A�A =AA r 2' - �- Ribbon Curb SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 02 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM UU. AL. In009 SHL6a IC.I I25S �` 10N`A►. LNG ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 1) 2021.09.07 2) 2021.09.21 [ACSA] 3) 2022.01.14 [ENGINEERING] 4) 2022.02.15 [ENGINEERING] 5) 2022.02.25 [ENGINEERING] FILE NO. 18.041 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 September 2019 Page 611-49 Page 611-14 September 2019 September 2019 Page 6H-15 Lane Closure Operation with Temporary Traffic Barrier I (Figure TTC-20.2) NOTES Guidance: 1. See Table 6H-5, page 6H-6, for recommended spacing of advance warning signs. 2. SHOULDER CLOSED (11721-5a) signs should be used on Limited -Access Highways where there is no opportunityfar disabled vehicles to pull off the roadway (see Figure TTC-6). 3. .When closing a lane, a FCMSshould be used in advance of the warning slgn fall of the left side signs cannot be installed. 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 pull-of/'area 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 be at the following: 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 V1 36 + Transition 20' 40' 11 Travelvrey 1 40' 1 W Construction Access 80' 1 120' Construction access spacing may be increased to this distance, but shall not exceed one access per % mile. 8. For taper lengths, see TTC-19.' 9. See Table 6H-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 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 H shall be used. Refer to L&D special design drawings. P l; g 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 beginningof the barrier run and at the breakpoint where the barrier g P becomes parallel to the roadway shall be a Type B flashing light. Barrier delinators shall be spaced ou 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 sections3 approximately 24 inches up from the roadway surface. Guidance: 12. Eradication of existing pavement markings should be as shown in Figure TTC-55. Non: 13. 14. 1: Revision 1-4/1/2015 2: Revision 2 - 7/1/2018 Page 611-54 September 2019 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) NS)M 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 sightfrom the graphic flagger symbol sign to the flagger. 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.07.' 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 611-5). 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 light shall be parked 80'-120' in advance of the first work crew. Non: 8. A SLOW (W2 1O1V1 s1�'P.� may be required in this area to give advance warning of the operation ahead by slowingapproaching traffic prim to reaching the flagger 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'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). Non: 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 straielit roadways where the rainier 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 ramble 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 1-4/12015 2: Revision 2 - 9/112019 Lane Closure Operation with Temporary Traffic Barrier I (Figure TTC-20.2 G20-2 (V) G BARRIER PANELS Z SEE NOTE 11 4 U-UMBEGINNING r rr BARRIER DELINEATOR a< AT ANGLE BREAK SEE NOTE 11 K OF BARRIER a z TYPE B w M WARNING LIGHT SEE NOTE 11 ~ ¢ 6" LINE a BARRIER PANELS _ SEE NOTE 11 O BARRIER DELINEATOR SEE NOTE 11 300. O GROUP 2 CHANNELIZING MIN. Cr DEVICES SEE NOTE 7 SEE NOTE9 ERADICATE 200'OFEXISTING O PAVEMENT MARKING SEE NOTE 8 SEE NOTE 11 SEE_ E SE SEE _ NOTE 1 R4-V7L MLEFT SEE NOTE1 SEE ® NOTE 1 1: Revision 1 - 4/1/2015 2: Revision 2 - 7/1/2018 September 2019 GUARDRAIL SEE NOTE 11 e O O ILLUMINATED FLASHING AMBER ARROW TYPE C SEE NOTE 3 SHOULDER TAPER ©O W4-2R i--�OPTIONAL LONG-TERM TRANSVERSE RUMBLE STRIPS i uxL Laos SEE NOTE 14 MERGE W9-2L LEFT O 45. i�- W9-3R ROAD1 1 1 iWORK W201 READ PCMS-SEE NOTE 3- C Lane Closure on a Two -Lane Roadway Using Flaggers e TTC-23.2 CV3HV NBOM �T avow Otl3HY avoa �. 3NY 3N0 Miss - �T Nair -- rn"m ■ doss 01-��r-i■ 038VAIld ■ 3eOT�m , 9 8 S'E'Z SBION BBS NOIIVIS 81300VTH iooli PTRS SPACING (CENTER TO CENTER) POSTED/STATUTORY SPEED LIMIT 640 MPH 10 FEET 41-55 MPH 15 FEET > 55 MPH 20 FEET PTRS SEE NOTE 41 oos ROADWAY CENTER LINE PTRS SEE NOTE 4 $ 141 1: Revision 1-4/l/2015 2: Reviston 2-9/1/2019 END G20-2 (V) ROAD WORK 500 + DO 0 50' - 100' BUFFER SEE TABLE 6H-3 Iilililililili�• • i IL •• 80' -120' 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 TTC 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 (W21-56R), 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 130OW500' for Limited Access highways. For all other roadways, the sign spacing should be 50OL800' where the posted speed limit is greater than 45 mph, and 35OL500' 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 emcrP= from that roadway will encounter another advance warning Stan mior to this activity area. 4. For short duration operations of 60 minutes or less, all signs and channelizing devices evices 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, lights. 6. Taper length (L) shall be at the following: Taper Length L Speed Limit rah Lane Width Feet Remarks Speed Limit rah Lane Width Feet Remarks 9 70 11 12 9 10 17 72 25 95 105 115 125 L=S'P//60 50 450 500 550 600 L=SW 30 135 150 165 180 L=5'w/60 55 495 NO 605 660 L= SW 35 185 205 225 245 L=STA//60 60 540 600 660 720 L=SW 40 240 270 295 320 L=S'W/60 65 585 650 715 780 L=SW 45 405 450 495 540 L=SW 70 630 700 770 1 840 1 L=SW Limited Access highways shall use a 1000' merging taper regardless of the posted speed, for shifting taper see Table 6H.2' Shoulder Taper = % L Minimum 7. Channelizing device s0acin2 shall be at the following: Channelizing Device Spacing Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) 0 -35 36 + 0 -35 36 + 0 -35 36 + Transition 20' 40' Travel" 40' 1 80' 11 *Construction Access 1 00' 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 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 - 9/1/2019 Page 6H-55 _ 15 MPHINOLE (AN ucE _ ` UG�E`EED 'Z C p r W20-7 W3-4 SEE NOTE 10. W20-V26 SEE NOTE 15 0 1 TRUCK AUTO -TURN C15 SCALE: 1"=20' Stationary Operation on a Shoulder 'gure TTC4. RIGHT SHOULDER CLOSED RIGNT SHOULDER CLOSED AHEAD ROAD WORK HEAD 1: Revision 1- 4/1/2015 2: Revision 2 - 9112019 �� GAS GAS G20-2 IV) 500' ± sly -120' SHADOW VEHICLE REQUIRED �TMA REQUIREMENT SEE NOTE 10 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 9 TYPE B OR C SEE NOTE 6 OF CHANNELIZING DEVICES SPACING SEE NOTE 7 SEE NOTE 2 W21-5aR SEE NOTE 2 RIGHT SHDULDER CLOSED W21-5bR AHEAD SEE NOTE 2 ROAD Is WORK W20-1 AHEAD COUNTY OF ALBEMARLE fi 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 ENGINEERING' LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM UJU. AL. 1n� ��C01119 SH26 a IC.I I25S 2 s Z2 �, o ��`rS/ONAL ENG ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 1) 2021.09.07 2) 2021.09.21 [ACSA] 3) 2022.01.14 [ENGINEERING] 4) 2022.02.15 [ENGINEERING] 5) 2022.02.25 [ENGINEERING] FILE NO. 18.041 MAINTENANCE OF TRAFFIC & AUTO -TURN EXHIBIT C15 SHIMP ENGtNkRt4d:�Fklk� Design Focused EngiUL!%tllg July 1, 291 Adair Moore ( �a DepartmentToifTr sportation 7 i Vdot Way Charlottesvitk,) irginia 22911 RE- AUE120211C) t Road Townhomes South —Road Plan TLaps Varniiii Analysis Dearer Moore, Please find �ac ed a warrant analysis for Proffit Rtoad Townhomes South. The final site plan pt'apuses the deve16pmantof 40 tov/dhome units on Proffit Road, between Pritchett Lane and U.S. Route 91 The following items are i�;t}cluded with this report: • VDb' Z19 Traffic Data • ITE Trip Generation �Iunimi • Warrant Analysis Exhibits Please note that this analysis includes nqw trips generated by Proffit Road Townho es Wirth (SpPZ020- 28).tlteLattached,analysis shows that a right nor 14t turn lane is warranted with this devdoppientu; If you have any questions, you may contact me at justiniashimp-engineering.com or by pho a at 434- 953-6116. gegardst Justin Shimp SSlpmp Engin J JUS M.-Smi'mp N .45183 ��SSIONAL ti�� 111 q51. Zvi o 90 1434.2 IsLltr -E o 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 Out Total 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, 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 wan -anted with this development. WARRANT FOR LEFT -TURN STORAGE LANES ON TWO-LANE HIGHWAY 800 ------------------- - a Gr." UnsugnnWerl Imeraaa.,:.. - V. = 700 .. —_.._ ..-. _-. _ t _ __-..— M R —_. S- Suicide ende LongIt 7V nr nI0 a0 nn fORxgn SpiPrrodi 600 :.. ... ...... .... .. .. 500 p ...: s-100, d .. 400 Z 300 .., ... .. ..,..`. ... :. .. No Left -Turn Lane Required .. :� . . - . . o nru O > 1o0 g iL� \ rn .e 0.. .. .. .. .. ... 0 200 400 600 S00 1000 VA ADVANCING VOLUME (VPH) FIGURE 3-4 WARRANT FOR LEFT TURN STORAGE LANES ON TWO LANE! -- HIGHWAY s 1pp1 FM WIDTHT N.MF AN TAPER 90 — 60 3_ TAPER REQUIRED \� z 40 NO TURN LA.NLN ORTAPERSREQUIRF.D PHV MFlpAfH Toi VEHICIFa PEP HeUR I I FIGURE 3.26 WARRANTS FOR RIGHT TURN TREATMENT (2-LANE HIGHWAYi Appropriate Radius requred at all Intersections and Entrances fCommeroal of Private). N LEGEND t RNV-Peak Hour Volume (also Design Hourly Volume equivalent) Adlustmsnt for Right Turns For posted speeds at or under 55 mph. PHV night turns o 40. and PHV total , 300 Adtusted right turns = PHV Right Turns 20 It PHV is not known use formula PHV = ADT A K A D K - the percent of AADT occurring in the peak hour D = the percent of traffic in the peak direction of Bow Nate An average of 11'o for K A D will s.1 When right turn facilities are warranted, see Figure 3-1 fa design offl ia.' Rev 1,15 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 011 A, Ot O JU . SUV1' P a tc. t t a3 2 s Z2 �o o ��Ss�olva>-. eNG ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 REVISION: 1) 2021.09.07 2) 2021.09.21 [ACSA] 3) 2022.01.14 [ENGINEERING] 4) 2022.02.15 [ENGINEERING] 5) 2022.02.25 [ENGINEERING] FILE NO. 18.041 TURN LANE WARRANT ANALYSIS C16