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HomeMy WebLinkAboutSDP202100008 Plan - Revision 2022-08-03LEGEND EXISTING NEW 10 10 1.00' 0- 2- 311.5 x j0SB5T 311.5 TC x TT nOSBFI 311.5 TW x T 311.5 B W x TT 7T /T-N /F_N El F1 L� L� Cti C.� 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 gas GAS LINE FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH OWNER/DEVELOPER Greenwood Homes Charlottesville LLC 6535 Woodbourne Lane Crozet VA, 22932 ZONING R15 - Residential per ZMA 201800019. See proffers Sheet C2. SETBACKS Front: Minimum 5 ft from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way Maximum 25 ft from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way Side: Minimum 5 ft, unless the building shares a common wall Rear: Minimum 20 ft Building Separation: Minimum 10 ft, unless the building shares a common wall DISTRICT Rivanna SOURCE OF TITLE INSTRUMENT #202100016242 INSTRUMENT #202200008805 DB 5301 PG 396 (20' Sanitary Easement) DB 5521 PG 240 (20' Drainage Easement) SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. (July 19, 2022) w/ topography provided by Axis Geospatial, LLC (March 14, 2019) BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 4, 2005 (Community Panel 51003CO285D) this property does not lie in a floodplain RESERVOIR WATERSHED This site is within the Powell Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 10. Due to required distances from lot lines and structures as required by the NFPA, underground propane tanks may be prohibited. Plan accordingly. GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. Al materials and construction shall comply vrith 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 Toddled 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. 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/OPEN SPACE Required: Per Albemarle County code of ordinances Chapter 18 Sec. 4.16.1 A minimum of 200 square feet per unit of recreational area shall be provided in common area or open space on the site, this requirement not to exceed five percent of the gross site area. site area = 128,118 sf 128,118 SF x 5% = 6,406 sf open space required. Provided: 5,000 sf + 2,400 tot lot =7,400 sf Per Albemarle County code of ordinances Chapter 18 Sec. 4.16.2.1 One tot lot shall be provided for the first 30 units and for each additional 50 units and shall contain equipment which provides an amenity equivalent to: One swing (four seats) One slide Two climbers One buckabout or whirl Two benches. Provided: 1 tot lot provided with a whirl, one swing (4 seats), one side climber, two benches. 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 (lot 2-7 and lot 9-40)+ 19 one car garage units (lot 22-40) + 21 (2) car garages (lot 1-15, & lot 16-21) 108 parking spaces provided" SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County 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. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractors expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owners approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. 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. ITE Trip Generation ITETripGen, loth Edition AM PM Use Description ITE Qty in out Total in out Total Multifamily Housing (Low -Rise) 22040Units 7 17 24 17 11 28 Trip Generation reflects AM and PM peak hour traffic. VDOT DETAILS Contractor shall construct all improvements per applicable VDOT construction standards Found in the VDOT Road & Bridge Standards. At a minimum, the following standards should be reviewed: 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 14. VDOT IS-1: Standard method of shaping manholes & inlet inverts h� TAX MAP 32, PARCEL 35 ALBEMARLE COUNTY, VIRGINIA SDP202100008 VICINITY MAPSCALE:1"=1000' "s AIRPORT CENTER �r19d �HY 9 > 1 e' p Lvul,L o 4 Airport Road Auto Center 'sosl DEERWOOD : O SITE Ad WalgreenS Q Plan, S P R I N G F I E L D rr n, ABINGTON P L A C E The. UPS Store 0 Q Target c� 3' FOREST RIDGE Food Lion n TirnUerwood Grill 1sLJ E FOREST LAKES RTTI 1 Map provided by Google.com SHEETINDEX C1 COVER C2 PROFFERS C3 EXISTING CONDITIONS C4 EXISTING CONDITIONS C5 SITE PLAN C6 UTILITY PLAN C7 GRADING PLAN C8 GRADING & UTILITIES C9 INTERSECTION SIGHT DISTANCE PLAN & PROFILES C10 UTILITY PROFILES C11 ROAD PROFILES C12 LANDSCAPE PLAN C13 ACSA DETAILS C14 SITE & ACSA DETAILS C15 MAINTENANCE OF TRAFFIC APPROVALS Current Development Planner Date Current Development Engineer Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 00 f1�� TH p O � UII M_R P> p r Q13(22- 44 0 �`sS10NAL Et1 FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 FILE NO. COVER SHEET C1 OF 15 18.041 C1 Original Proffers X ii. Multi -Family: Off street parking serving multi -family structures shall be .° Amendment '„ ,- relegated to the side or rear of buildings adjacent to Proffit Road and shall be accessed from the internal road network. °q.• Residential Units: A maximum of forty (40) dwelling units shall,be built°or tie PROFFER STATEMENT property. ° 2. INTERCONNECTED STREETS AND TRANSPORTATION NETWORKS: Upon demand by the County, the property owner shall prepare and record, at its sole I.' °; ZMA Number: 2018-00019.°° expense, a deed or other instrument (collectively, The "deed") establishing an access_ o- easement for the purpose of providing interparcel interconnectivity. The access easement- -' Tax Map d Per:03200-00-00-03500 :n shall be for the benefit of Tax Parcel 03200-00-00-029DO and Tax Parcel 046B4-00-00.1, Owner: r-7 Albemarle Land Development LLC - ° ° 005AO and its owners and users and shall be located to provide access from Tax Parcel= a 7,1 °9 03200-00-00-03500 to any future road on Tax Parcel 03200-00-00-029DO or Tax Parcel. _�°o � ' „ Date of Proffer Sigiiatut'e June 26, 2019 , "°` 046B4-00-00-005A0. 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, anc( Rezone 3198 acres from R-1 toR-tS �' 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 bi ZMA No. 2018-00019, a project known as "3226 Proffit Road" (the "Project'). Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be e ° U" ' applied to the Property if ZMA 2018-00019 is approved. These conditions are proffered as a partof therequestedrezoning and the Owner acknowledges that the conditions are reasonable. Each _' ° ' . U ' to signatory below signing on behalf of the Owner covenants and warrants that they are an r. tPent. authorized signator} .of the OWne fot this. P,ro, r Sta °� 1. CONCEPT PLAN: The property shall be developed in general accord with the plans '� �. _ �: `' I'° °.°Qo titled "Zoning Map Concept Plan 3226 Proffit Road" (the "concept plan") prepared by v Skimp Engineering P.C., dated December 17, 2018 and last revised June 24, 2019 and ° shall reflect the following major elements as shown and noted on the plans: o ' ° ° °° Right of Way Dedication: Concurrent with recordation of the first subdivision plat of the parcel, the property owner shall dedicate a portion of the property along Profit Road, as shown on the concept plan, to, public right of way. • Right of Way Improvements: Within 120 days of issuance of certificate of d occupancy of the 20` dwelling unit on the property, the owner shall provide : °o .e° ,l = improvements within the right of way dedication in accordance with the "Right of Way Dedication Section" shown on the concept plan. r 9_ • Parking Standards:- i. Single Family Detached and Single Family Attached: The front fagad of single family detached and single family attached units shall face Proffit Road. No individual lot driveway shall enter directly onto Proffit Road; driveways shall only enter onto the internal road netut9rl h� D W. F ns=O tt��°ti`���'nn'pp0�o�wo�6 a -- ,'- lo I?, se °pp'h IIL' asD"° °aeo0 ° l o! 04fl°`'� •°Pp o01" _- �—, . - 'a" CIll r I fil ] ° ° l°-5- a �.`CD et°° ao ° °, F, a° °°° �° °c� �08 _ _ _ 1` ° °g° s P7LF L . -.�. ° ° a Oc - ° ° . OWNER: ` , °,� „� '• o �,,;� ° ° - - - Albemarle Land Development LLC - -" The undersigned Owner hereby proffers that the use and development of the PropertyAa elfin i 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 f iat all -proffers shall be binding to the property, which means the proffers shall be transferred to - By: Albemarle Land Deyel4pn?eAtL�_ ° all future property successors of the land. Title: LLC Member - .lf l°° v Tax Map and Parcel Number.�1bUU0-OQ-035pt� WITNESS the following signature: 1 Albenr I d v to tLLC •e1 -o B y: -- ° °,OMMONWEALTH OF VIRGINIA "°� �-Y/COUNT I OF �� Oe�b l�Ciii J' a:. a o"` before day �G�rI� 201g i The foregoing instrument was acknowledged me this of by Albemarle Land Development LLC _ My Commission expires: (�ic.rCh 3!, a2 Dap h Notary Public Barbara U. atumley NOTARY PUBLIC commortweaith of virginla 00 � _ _ °°,'?.,,.� - � • - Reg. +P187406 � My commission Expires March 31, 2020 O' _O. ... o" 8 ° 11 aul f '1` .. m o0 % 1 d V. rV`� w �° '' - fib.. rlplCQ M_ � °°9 °n�0� All 0 ° _ ` �l -0u .moo, SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. 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GRAVEL DRIVEWA TBR = \\w I I 530 SET S26°08'S9"W 169.50' I mw I Jw N / I Dense Trees ® — s3o — FOUND I \ / I ----- � Q2� o i —— — 532 r — .532 zo o � zo 01 o so \\ Scale: 1 "=20' SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �)t I�M.S e> c. No. 45183 0 r Q�31�2 w4 FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 FILE NO. 18.041 EXISTING CONDITIONS SHEET C3 OF 15 C31 get / / � I / 01 I � I v1 EXISTIN I SANITARY PIPE p \ I ` — — — Brush�— sso r i XISTING 20' UTILITY EASEMENT �ol 7 0 QQ\ / Z \ \ I Oa — — 4 /l POLE XISTING SANITARY MANHOLE 01 — 01 a �s ) 01� / EstesPk-2 �- I ON 526 526LIP, \ \ \ / / o / ' S2�\ Dense Trees IRO — \ ` / I 0 SANITARY EASEMENT FOUND \ DB 301 PG 407 \ Cv T.M. 46134-5A ROB I `�' ERT G. PETCHEL & 0 Q 0 KATHLEEN 0. 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D.B. 1 500 I , ZONEL- I 01 01 OD 0 I \ 1 I c.n83 13(21 .d Ti w4 .Ao �AS8101VAL Eta 524 I REES TBR //0 ' — — _ _ / FINAL SITE DEVELOPMENT PLAN U1�` PROFFITROAD TOWNHOMES SOUTH _ 52 Dense Tre RON FOUND 526 527'59'12"w 338.89' ALBEMARLE COUNTY, VIRGINIA ' --- SUBMISSION: 2021.01.22 530 — REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSAI 3) 2022.08.03 > FILE N0. 18.041 EXISTING CONDITIONS / F- SHEET C4 OF 15 20 0 21 40 60 Scale: 1 "=20' 1 I I I Dense Trees 1 I I TEL. I t o GV PED �c POLE -OHU-pHUGHUGHUGHU-OHU-OHU-OHU-OHU-O- - - - - - - - - - - - - - - - HU OHU - - - - - - - - OHU - OHU - OHU - OHU - OHU SOH ,� POLE POLE 30ESMT A 0 c TRANSI ION 1TO 6" TO I0" URB H IGH I T 202200008805 PRIDMENT#2022 BOLLARDS 0 INS008808 ? CG-2 ` 35.5' WIDTH FROM ROAD _ o -CC-3 CL ROW DEDICATION Dense Tr LOT 31 ro I'$ 59.50' ESMT WIDT o EMERGENCY ENTRANCE o o INSTRUMENT o (4" CURB) w V.W. 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INSTRUMENT I I - �INSTRU ENT + $ # 02200 0 8 1 I #202200008806 1 LOT 14 I U, "NO PARKIN "� I LOT 21 1 FFE 531.50 0 ee +- O 71 FFE 528.5 I GARAGE UNIT RIV T 7 I 1 o I TWO CAR .< L- Iva 1 I 20" ROLL FFEO 33 0 GARAGE UNIT I 1 NIT c c ° FT PEDESTRIAN 1 INST UM 05 TO CURB GARAGE m I + - - - - - - - - 1 CCESS EOMESMT 1 20220 00 6G-6 PRIVATE 1 6FT PEDES RIAN 4 RT ACCESS 20 2 00008805 ACCESS SMT I ' 1 LOT51550 I 34.00 ''PRSMT E ESMT CG-2 INSTRUMENT FFE UNIT OAD INSTRUMENT 30' ACSA 805 1' '.11 GARAGE hQ- NSTRUMENT LOT B. I 202200008808 ESMT 1 `1' {'`1/ 20p008808 5 3.00 INSTRUMENT ' #202 , GARAG UNIT G ` 1 1 A "NO PARKI G" I O' RA SITION TO 6" TO _�� ^ I ? 1 0" C R� HEIGHT '�✓ PRIVATE \ SEE CURB \ Dense Trees Access IN T ESMT TRANSITION \ 0 1 0 0 q 0 0 Z \ 20 0 20 Scale: 1 "=20' 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH op M.S Pa "°p Qil3l 2 " q,4 A O lam' ASSIONnL 8 FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 FILE NO. SITE PLAN SHEET C5 OF 15 18.041 C5 , f 6" ROOFDRAIN Dense Tr II I Dense Trees I , TEL. GV to I I PED I POLE — OHU— OHU— OHU— OHU— OHU— OHU— OHU— OHU— OHU— OHU— HU— POLE — — — — — — — — — — — — — — — — — — — — — OHU — OHU — OHU — OHU — OHU SOH � r , g�{D POLE 30' ACSA o ESMT 8„ c 202200008805 R OO FD R A I N I 0 OA ? c $" 35.5' WIDTH FROM ROAD ( TYP. ) AN CL ROW DEDICATION A4D 1 I CAP o LOT 31 I \QI 4"G F o"=mom I #20 INSTRUMENT 00008805 I®. 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RED ACADIA DRIVE A I I 0 I N 90' °x6' VARIABLE WIDTH �15 MPH DESIGN SPEED /a 2' D - 1 24" HDPE HP — INSTRUMENT W. 0° BA E I I T y LMLNI SWEEP RED S I I, I �,,�" T.M. 32A-2-2 c R q o A5 \ �'A ALBEMARLE LAND 1 DI-3C W/ J — — — — — —� S m D.B. 254-160 A WEIR WALLRD ST i VS ° I �c DEVELOPMENT, LLC R RD RD 4 ve Q 8 WIwS HIN ❑ EW _� 36'• 1� [ — / ) `� LO I I m D.B. 1794-107 q D, W F ° .Q.. \ \ + T I I I D.B. 439-185 PLAT D.B. 5154-753 A7 a I I ENGINEERII LOT 22 BACKFL ti .I I . 16 PREVIEW° LOT 9 O I I i I LAND PLANNING - PROJECT MANAGE o] I` I X I c o wA I I- al M, I a.l o] q o � LOT 23 6" NDERDR L I LOT 17 la, � o 0 LOT 24 `c la<I I S o S I LOT 18 I I\ X I 5/8" W ws ws I 99.8' o i (TYP .a \ LOT 25 la o S o p I I LOT 19 < I I p LOT 26 I a" o ST I A4H O ] . LOT 20 -- --J — /8' WM ws — YP. 0° U \ -T o /o z o —" VARIABLE WIDTH SWM FACILITY EASEMENT -� LOT I x S N m 5 •, I I'< I I I 912 E. 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' 1 INST Uhl' 05 S I -iL1 I 20220 00 .4" LOT 15 I SP S o BOA I I LOT ALBEMARLE COUNTY VIRGINIA 30'S ACSA '1 aEl I ,8 9C I SUBMISSION: INSTRUMENT A Al I Z50 i I 2021.01.22 0 o I REVISION: \ \ on I 1)2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 Dense Trees \ Q 0 0 q ` 0 Z \ 20 0 20 Scale: 1 "=20' 7 FILE NO. 18.041 UTILITY PLAN SHEET C6 OF 15 C6 I � � ISO NEEDED FIRE FLOW DATA: �I \ TOWNHOMES ARE CONSTRUCTION TYPE V-B 532 _ �� \ WITH 2400 SF MAX FLOOR AREA PER UNIT. \ \ ISO NEEDED FIRE FLOW = 1500 GPM __ 53❑-- � I AVAILABLE FIRE FLOW = 2247 GPMy28 \ Dense Trees 536 1 \ \ \ \ 530 / \ \ 530 /J \ ----- � � 1�\� I '` 536 TEL. \ \ PED GV POLL / 1� \ -OHU-OHU-/-OHU-OHU-OHU-OHU-OHU-OHU-OHU HU -OHU- - ,� POLE N - -y--' OHU- OHU- OHU� OHU- OHU- r' u _ POLE_`--- \ \ c `� 1 532 - \ % -0526 526,--- c � 5s 00 / I26 - - - �2750 0 2 2 34A41) 7 / I LOT 31 ] 'e ��1) \ e � / 1 0 SO _--- I m 800 FIFE 528.50 1% \ 0, „ I I ONE GAR w \ s ea \ 11 31 R RD RD RD RD R D � RD D RD RD RDROAD GARAGE UNIT k8 7.42% 2f, 2 -._X 6 I \ 8 8 / c \ I SIGN NAME' GARAGE - - - /RD w 29- m - 0- m - L 50 - 2-- 1 h 28- J - 29 \ - 30�°- - - L L - J Al / Q q 9 2s°° 2.sz% 2� z X 6" o I - - - - - - - I I I �� 4\ II 2750 FIFE 528 00 [ \ \ I I \, \ - 32- 2A GARAGE UNiT I \ \ \ I I LOT 37 LOT 38 L01 39 LOT 40 _ I \ 8 LOT 32 LOT 33 LOT 34 \LOT 35 LOT 36 I FEE 531.50 FIFE 532.00 FIFE 33.00 FFE 533.00 F�� 529.00 FEE 529.50 FIFE 530.00 F 530.50 FEE 531.00 I ONE CAR ONE CAR ON CAR ONE CAR ONCE CAR ONE CAR ONE CAR OE CAR ONE CAR GARAGE UNIT GARAGE UNIT GARAGE UNIT GARAGE UNI 2 2.47% 27a 2 3.,X 6 I GARAGE\UNIT GARAGE UNIT ARAGE UNIT GARA`�E UNIT GARAGE UNIT I I ° ] (2 _7' FEE LOT 2 50 \ .. e]:. \ II I \ \ I \ \ I I - �i'NO PARKING` _ ONE CAR \ a o I I ] \ \ \ I I ] + - - - 2� \ I I STOP SIGN GARAGE UNIT ] ] o II rGO 2700 1.67% 26' 2 5 ' c�i \ - - ° - -28 - - 29 - 3 I r - 1 I rj' 1 "° SI 16v 2' 3 \� I I I 28 6\ o b\ SIG \ A Ao 2650 LOT 28 � \� N ! \� �.1 a In °° za Ul c 0 X w \ FEE 527.00 \ DO w� ONE CAR � I STOP SI N �1 1 `°! �1 0° `�! 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH qp� A Pa "°p Qil3l2� q,4 A O lam' ASSIONnL 8 FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 FILE NO. 18.041 GRADING PLAN SHEET C7 OF 15 C7 ' EXISTING SANITARY PIPE \ \ o'�'�j l - --- — 532 5 \ a / 2a \ — Brush C, v 530 OQOQ \ ; O� rn � \ — 530 O. 528� / / / / / / Scale: 1 "=20' ZUZZUUuubbuJ CAP \ \I - 30' ACSA ESMT INSTRUMENT SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM p �► a .!67 ' �O�ASS1a1vnL 8� FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 FILE NO. 18.041 GRADING & UTILITIES SHEET C8 OF 15 C8 qw -� 538 I---- // MQav�rn�'2 O Qj 536— — — — — — — — i — 34 =AKE 5 _ _ / DARE 645' TO MOUBRY LN �� STATE ROUTE 649 35 M H INTERSECTION SIGHT v? 534 DISTANCE RIGHT N �\ pOLE ` 0 00 e 645' DISTANCE TO ^� N paL _ 645' DISTANCE TO MOUBRY LANE NI 532 C� n ` — — — _ MOUBRY LANE I — `" — — — MOUBRY LANE N ^ - 532 — N _ o 20 0 20 40 60 LEAKE SQUARE SHIMP�z I 1 o ,'a I I ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT ZOO Co \ \ / z 00 b o 912 E. HIGH ST. 434.227.5140 p ' ] / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM \� S 1 — — — — �--��_ 538 / — --- gp`v'� �- _ TI3QD 534 Q 435' TO LEAKE SQUARE 645' TO MOUBRY \ N 83 _ — _ —� — _ LN �� STATE ROUTE 649 °'d �9- -� _ L = 53�--r-- — X 35�M H O Q' _ tjV�3� \--� Co 532 -- � -- `� i 10 _ _ — � s's�AiAL 8 534 - Dr�TANC / 390' INTERSECTION SIGF 53 DISTANCE RIGHT / \ ) $) o528 \ ° N1 — _ _�= 99 _ FINAL SITE DEVELOPMENT PLAN NI PROFFIT ROAD TOWNHOMES SOUTH Scale: 1 "=20' 540 535 530 525 520 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 FILE NO. ` Feel III 10 .a15 INTERSECTION SIGHT DISTANCE PLAN & PROFILE SHEET C9 OF 15 C 9 YI YI'71 1NiliYilYi■ C�-1111.'LT�— YI YidIIW■YYY - - Il'!'i•�ie'3f'�L� � � _ rrnnnra:�mYean[•■■■ia711?!_YIYY' r • • . r _. , ��i�Yai _ - Fes• _YII� LeT.-7_GTi■ ��_— MICA • •: _ MINI rim . _ .-. iil�'" >• ■I■l��.- i u \ 1-�— _ 1� I`IiwYlMl�li�tili�� -- _ - - - a3:�Y_ ■! ■I■Y_YIYYYI/ _ . ._, _YY_—_YIWIW�L'1'� �— - r-�, tef �_viinela—�•..-n.i_o� LeL71TYtYY� - ■_ ■I■Y_YIYYf _��_I \�tlSldyc]•]c7_t11� , EM Em— __ ESQ _� —� _ ■_ ■',■_Y_�� w�� _ - L•= R . 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(f48') PRIVATE ROAD EASEMENT 30' ACSA EASEMENT ROAD ua CL C- WOT 91BASESTONEJ/ COMPACTED MEGRADE MIN.J CBR-6 0 TD BE FIELD VERIFED ROIAD USE' PAVED SIDEWALK CL CGI=2 SIDEWALK DRIVEWAY 6' LANDSCAPE ISLAND 2 \ACADIA DRIVE SECTION 535 530 525 520 515 " 10+00 10+50 7CALICO COURT PROFILE C 1 1 HORZ: 1"=20' VERT: 1"=10' 540 535 530 525 515 0 O O O M pp O \\I In N + M Q W H J N W N W > > > > P \Pr STA. 11 +09 RDO D\/I CI C\/ S70 IIC 0 O In � L Go M N O 0 m + + Q W H J N W N W > > > > a PVI STA. 11+70.00 W CH/I CI C\/ S10 79 O N 0 In m hW CjM 00 + N + N N In M N Cn J H J (n W N W U U I—I- 0-q`VI STA. 13+00.0e� W D\/I CI C\/ S19 S1 L-f§Tlqmp671� in in �� era. • in ■ice-��" � �_ �_�_ �_•.. - IL�- - �_ 1 10+00 10+50 11+00 11+50 12+00 12+50 13+00 3 ACADIA DRIVE PROFILE C11 HORZ: 1"=20' VERT: 1"=10' le. I LU I 10 I LT I •/ E: LOT 23 ] - I LOT 17 I• ry0 I I �IFCA LOT 24 t�QURTII ----- 5 2C C I Ic. E: LOT 25 M e ] aa... I LOT 19 i - ] LOT 26 aIL 44- 4 BRINDLE LANE PLAN C11 SCALE 1"=20' CALICO COURT C-C 40' PRIVATE ROAD EASEMENT �30' ACSA EASEMENT ROAD CL 4'- ].00O 1.5' SM-9.5A SUPERPAY{ (ttP.) A'- WOT d21A BASE3T0NE 2• BM-A5 (TW.) COMPACTED SUBGRADE MIN. WOT'd21A BASE (➢ ,) CBR-6.0 TO BE FIE-D WEG ILO MPACIm ..GRADE MIN. (2R=6.0 10 BE FIELD ARIFIEO (TIP) PAVEDSIDEWALK'CG-9 LANE ROAD LANE DRIVEWAY DRIVEWAY GUTTER CL RIBBON CURB 5 )BRINDLE LANE SECTION C11 SCALE 1"=20' 0 0 �� om aw aw N W fn W >> a a PVI STA. 11+21.25 o_ 11+00 11+50 12+00 12+50 O 0Wz 540 �J t 535 530 525 0 00 N^ 't^ mCl O� +n +M +N o IT) o_ In O+n �> Q > W HJ Q W HJ H J H J (n W !n W NW VIW > > > > > > > > ad ad ad ad PVI STA. 10+35.00 PVI STA. 11+00.00 13+50 o� o �N L(j0 Do no + D } IM aw Qw HJ HJ N W N W >> >> as as PVI STA. 11+72.00 540 535 530 525 520 515 14+00 - - - - _- _ - -—Rff=i■71- �1ii33!i■eSiiYi— N—�— �i]li:Y':.� ■�•�=Y.YM�tit�71a31�.!7a'I!� " • � _ —�- 520 10+00 10+50 6 BRINDLE LANE PROFILE C11 HORZ: 1"=20' VERT: 1"=10' ��ee Iimm 777 • ���� III R'��I� _I _ • •Ton'' f �i1�1 Iti�1 OI . , I u I lilllii •_� J�/ �� 535 530 525 520 515 13+00 11+00 11+50 540 535 530 525 520 12+00 SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH qp� As ra N9. / 83 "°p Qil3l 27- q,4 A O ASSIONnL 8 FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD 8 BRINDLE LANE PLAN Z TOWNHOMES SOUTH C11 SCALE 1"=20' 20 0 20 40 60 BRINDLE LANE B-B 34' PRIVATE ROAD EASEMENT y 30' ACSA EASEMENT~ ROAD C L SUPERPAK (TWI) ____ a••_ WDT N21A `2- BM-25 (11.) BASESTONE 6' WOi d21A BASE (TW.) COMPACTED WBR-6.0 COMPACTED SUBGRADE MIN. BGRADE MIN. CBR�6.0 CBR-6.0 i0 BE RE1D YERIREp TO BE FIELD VERIFIED QWJ HOUSE' PAVED ROAD DRIVEWAY ROLLTOP CL RIBBON DRIVEWAY CURB CURB \CALISO COURT SECTION SCALE 1"=20' Scale: 1 "=20' ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 FILE NO. ROAD PROFILES SHEET C11 OF 15 WOTITA W C11 30' ACSA J ESMT i��,i11��� •— .Ir �� � -gi LOT 31 �•�•_ ,• :�..• ,,- . GARAGE UNIT �IIi •-. t� Wg,� M�iGARAGE . . • 01 ONE CAR _ UNIT � � •-�♦1 LOT 36 •FEE 50 FEE 00 FEE 50 EE 531.00 , NE CAR GARAGE UNIT GARAGE UNIT GARAGE UNIT GARAGE UNIT GARAGE UNIT �•� • ""�. FEE , IP� GARAGE UNIT MAX. LOT 28 FEE 527.00 CC�� �h�I� • ONE •• e GARAGE UNIT • LOT 27 FFE 527.00 ONE CAR GARAGE UNIT VARIABLE WIDTH 15 MPH DESIGN SPEED SWM FACILITY •- =l =_ INSTRUMENT II� I LOT 22 I FFE 527.00 mok ws o ] ONE CAR GARAGE UNIT ] [°. c� o z o NA I LOT 23 I II FFE 527.00 'S ONE CAR I p l GARAGE UNIT c I p y LOT 24 I z FFE 527.00 ONE CAR m GARAGE UNIT n I- m I W o a I LOT 25 FEE 527.50 ONE CAR AGARAGE UNIT LOT 26 I IJ o FFE 527.50 I ONE CAR GARAGE UNIT SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND —TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. "NO PARKIN ' �3X ROOTBALL(DIAMETER DIM. (�1�TREE PLANTING DETAIL Not to Scale LOT 16 FFE 528.00 TWO CAR GARAGE UNIT LOT 17 FFE 528.00 TWO CAR GARAGE UNIT LOT 18 FFE 528.50 N v TWO CAR u! GARAGE UNIT m x W N D Co LOT 19 W FFE 528.50 TWO CAR GARAGE UNIT LOT 20 FFE 528.50 TWO CAR GARAGE UNIT LOT 21 FFE 528.5 TWO CAR - GARAGE UNIT FINISHED GRADE EXISTING GRADE a— Ro — I — Ro --p— Ro — Ito — Ro 37 LOT 38 LOT 39 LOT 40 IUNIT ONE CFEE I ONE CAR I ONE CAR I NE CAR ORAAGE I �/ • GARLOT AGE GARAGE UNIT GARAGE UNIT GAAR UNIIIII - n._ �liilii�il I! 00 i � • ��� , 011 111 II •�I�I� w.a 1 �,�1® ' �-5,000SF RE I N AR A VARIABLE WIDTH ` SWM FACILITY — Ir EASEMENT INSTRUMENT #202200008806• L I LANDSCAPE SCHEDULE laint 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 14-1j" 14 31 329 4606 , f Tt Large Deciduous Tree Tilio tomentoso "Green "Green Mountain" 14-13" 17 25 276 4692 Mountain" Silver Linden O Large Deciduous Tree Betula nigro "Heritage" "Heritage" River Birch 14-1 J" 14 25 397 5558 ,!�''� j } Large Deciduous Tree Quercus bicolor Swamp White Oak 11-1f" 16 31 299 4784 Ornamental Tree Gerais conadensis 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 Cryptomerio 4-5' Ht. 8 25 123 984 TOTAL SF: 21004 PARKING" POLE i 1 s c I I 0 0 s o c 0 .V r • c 1 0 � I c IMPH — G x w� D z t ST = IGN c LO I FFE 5 5.50 0 I GARAG UN1T I c I S LOT 5 4.5 I FFE UMT I FFE 53�450,, GARAGE LO53z GARAGE 6 X FFE 533.5 N u GARAGE U 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. LOT . FFE 53' GARAGE 8 FFE 3.OD I4 � y 20 35.5' WIDTH FROM ROAD NW CL ROW DEDICATION Scale:1"=2 INSTRUMENT I #202200008805 1 ROAD NAME SIGN _ _ 20 p C5 0€PG32T — — — Q Q EX. 8" DI SAN Q r 2 L STEJL FF F STOP SIGN i LANDSCAPING WITHIN THE SIGHT DISTANCE TRIANGLE I (ALL TREES ALONG BOTH SIDES OF THE MULTI —USE PATH ALONG THE PROFFIT 1 ROAD FRONTAGE) SHALL BE MAINTAINED IN AREA BETWEEN 2 & 7 FEET ABOVE GROUND +m T.M. 32A-2-2 " ALBEMARLE LAND DEVELOPMENT, LLC Z rn D.B. 254-160 rn D.B. 1794-107 D.B. 439-185 PLAT D.B. 5154-753 �I 0 1 R 649 EOP 0 I c I I � 0 c 1 `i` ' y� I A� o C ' • Ic I I 0 20 40 60 II 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH qp v M.S Pa ' N 83 3(22 0 10 ASSIONnL 8 FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 FILE NO 18.041 LANDSCAPE PLAN SHEET C12 OF 15 C12 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE - 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 71�ACSA: SEWER PIPE INSTALLATION (TYP.) Cl 3 NOT TO SCALE CRIMP AND END OF COPPER PIPING \ROLL 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL ` \\\ 24" MIN, SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG, W-68 6 )ACSA: METER ABANDONMENT (TYP C13 NOT TO SCALE 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN 1 BRANCH 2" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL I - BE CORED AND A FLEXIBLE � CONNECTION BOOT " 0 INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B ACSA: TYPICAL MH TIE IN PLAN VIEW NUI IU KALE PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE 0 I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II z u a i N S N r M.J. GATE VALVE - IE ri N h l 1 ri N h• LINE 2500 P.S.1 CONCRETE a 2'x 2' BEARING AREA. THRUST BLOCK '.a o. 4 O A NOTE : IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 7 ACSA: GATE VALVE (TYP C1 3)NOT TO SCALE o M.H. STEP YP.) o 6. 0 0 P 4' FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-O" MAX RUBBER COATED STEEL I, STEPS CAST IN PLACE 3'-0' MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS 4 16" MAX MINIMUM ELEVATION if DIFFERENCE ACROSS M.H. 5" 4'-0" 5r FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TC BE FILLETS 3/4 DIAMETER OF CONTRIBUTING SEWER. d 12" A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 ACSA: TYP. MANHOLE SECTION 3 BRANCH TIE-IN C13 NOT TO SCALE NQIE_ MIN. 60' DIAMETER REQUIRED, MANHOLE PVC CROSS GASKETED STOP COUPLING z7• PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY �90' RESTRAINED BEND 'ED FLEXIBLE RUBBER o(' ,• COMPRESSION ..I/4' MALE PIPE COUPUNG OR APPROVED EiDUAL I' TYPE 'N' SOFT COPPER I'0%l NOTE: NO SM:AM FITTINGS DUAL SERVICE SINGLE SERVICE NOTE IJ SADDLES SMALL BE USED ON PW. PI-E TIE C O❑ FOR USE ON ATTACHED SINGLE FAMILY RESIMNDAL SDRMCES OR DCAL KESOENTIAL ANO IRRIGATION SER,ICES 2' I. ^M.IPRE590k . J/4' NME PIPE CGIPIINC APPROVED EQUAL FCM O5E DN OETA04M SINCE FAMILY RMICENnAL SERVICE MERE AN IRRIGATION METER 15 NOT PRONGED CAT � IRON U. FlN91ED GRADE t2 -15' ` Box 71�V t It a6• GOWET -� LCORPORATICW STW / -'I(..',('y°S: ':M7(' ;d�i;!•l,-�: �URICH AS A J/// NECESSARY x lq' :. +, BARD OR DUST UNDER yi.+'kN: Y.�_~ 4' OIANEIER GRAIN PPE 12' WX AND SEM (2-MCH CjR> :¢:,r':, •:+; •+• c LONG STONE POCKET. VD.1 14NMW THICKNESS) a.al.e,��S^,:, =:'»: �Er11iti • :RC. 20S Na ?) AGWEGATE TYPICAL SERVICE LATERAL INSTALLATION (5_,/8" & 1" METERS) NTS FIG. W-6A TD-10 ACSA: TYP. SERVICE LATERAL INSTALLATION NUI IU SUALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL E STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION PLAN PROFILE MIN, 6' BEDDING WITH NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.0 SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. T MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TD-30 ACSA: INTERNAL DROP CONNECTION C13 /NOT TO SCALE UNSTA SOI L INITIAL BACKFILL 4'IMI 8" 8" MIN MIN. #68 STONE ILAR FILL AS ROVED BY ACSA = ' Z STABLE SOIL OR ROCJK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 ACSA: DIP INSTALLATION C1 3 / NOT TO SCALE SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4".-7 17 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / SALT TREATED FINISHED GROUND MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL 45.0, 0" IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION 5 ACSA: SEWEf C1 3 NOT TO SCALE NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270•) 1 9 -22" 7 CU. FT. ALM CPUAl /66 STONE 4TMIN v(�i's, 6" GATE •>�., VALVE B" x s" TEE 2500 P.S.I. CONCRETE BASE AND THRUST :y II., �:I,. •t } BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE 7 RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 10 ACSA: FIRE HYDRANT ASSEMBLY C13)NOT TO SCALE N.T.S. FIG. 5-2 TD-33 R LATERAL CONNECTION SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH qp� M�83s ra Ni Qil27 q,4 r4 0 A s s 8 taArni. FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 FILE NO. ACSA DETAILS SHEET C13 OF 15 C13 I" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 0 t' TYPE W SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR MAL RESIDENTIAL AND IRRIGATION SERVICES. 1'x1'x1' TEE 0 NONE NO SWEATED FITTINGS 2, DUAL SERVICE R I' COMPRESSION • 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE W SOFT COPPER O 0 FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE 1) SADDLES SHALL BE USED ON PVC PIPE CAST IRON LID MASHED GRADE 12"-1s' LOCKWING METER BALL eox YM k 36" MIN. OUTLET) COPPERSETIER 1/8 BEND COUPLING-\ Ds METER CORPORATION SLOP BRICK AS AgYpv °:t;yR;;, NECESSARY SAND OR DUST UNDER ':itW%"H �%'1"^' 4' DIAMETER DRAIN PEE, 12' ��„��. _..n BOX AND SETTEN (2-INCH ijayT�n LONG STd1E POG(ET, MOT MINIMUM THICKNESS s-ss:as'•*.. �,`.:%••:ti =�-I� SPEC. 203, N0. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 ACSA:5/8" 1" WATER METER INSTALLATION NOT TO SCALE TRANSITION TO 0" HEIGHT iT iT 6" CURB T 1 211 CURB TRANSITION DETAIL 1 4 NOT TO SCALE OPEN SPACE EXHIBIT 2 1 4" - 3,000 PSI CONCRETE 4" - VDOT #21A BASESTONE —III—III—III—III- COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION NOT TO SCALE 1.5" OF SM-9.5A 2.5" OF BM-25 0000000000000000 6" - VDOT #21A BASESTONE o_o_o_o_o_o_o_o_ COMPACTED SUBGRADE 3 )TYPICAL PAVEMENT SECTION C 1 4 NOT TO SCALE N0 0 0 0 0aw � TYPICAL DRIVEWAY, MULTIUSE PATH 8c EMERGENCY ACCESS SECTION NOT TO SCALE 375 1.5 2C 1 2C LEGEND — GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND—WHITE(RETROREFL) `Reduce spacing 50%. "See page 631. "'See page 6.2 fur arrow design. HC PARKING SIGNAGE NOT TO SCALE 100-YR WSE 524.68 10-YR WSE 523.27 �i 4 ° 2-YR WSE 521.23 0 1-YR WSE 520.86 a <. a D L 1• E V N R AC EC SSIBL N E A R7-0B RTU VMIK1SSIdE A H C 0 E F 0 H J X L 12 6 375 436 15 ISE S 10 IRT 3M IS 1R 9 :U5 935 225 2D I 150 7N'L 5)W i5 01 PARIDxcAmtcArED DWEcroHALAwLrnTlaN COLORS LEGEND -GREEN IPflIgREHLEC IMOIIRACR ORL.GIS LEGEND -WHITE IREIRORERFCINEI BILIOAOIIID-wMIE (RE,T10RE LECIM) BAaGRORD-BUR': (REMORERECINE) I-3C TOP 525.77 R TOP 523.40 24x5.5" ORIFICE INV. 520.90 2.2" ORIFICE INV. 516.72 PROVIDE A TRASH RACK FOR THIS ORIFICE 6 )WEIR WALL DETAIL C1 4 NOT TO SCALE A6 A7 SHIMP ADS GEOSYNTHETIC 601T NON -WOVEN GEOTEXTILE 18" ADS N-12 AROUND ALL STONE LAYERS INSPECTION PORT ENGINEERING GROUND ELEVATION 528 MANIFOLD UND ELEV. 528.05' 2. 1.30 LAND PLANNING - PROJECT MANAGEMENT STONE TOP 525. E TOP 525.80' CHAMBER ROW TOP 524. #3 STONE —ISOLATOR ROW TOP 524.80 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 ATOR W 0 SH OLATOR R W MC-4 TYP. TOR BOTTOM 519.8' 1 BER BOTTOM 519.5' 6" U ERDRAIN INV. 517.50' 5' #3 STO T11 GO 2.�0= 8.33' STONE BOTTOM 517.50' � Q 24" SUMP 24" SUMP C U.)T, M.S PY 8 )MC-4500 DETAIL C14 545 540 535 530 525 520 515 510 10+00 10+50 10)STORM SEWER PROFILE A9A—A9A1 ;l4 HORZ: 1"=20'VERT: 1"=10' 545 540 FINAL SITE DEVELOPMENT PLAN 535 PROFFIT ROAD 530 TOWNHOMES SOUTH 525 520 515 510 11+00 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 FILE NO. 18.041 SITE & ACSA DETAILS SHEET C14 OF 15 C14 Page 6H-14 September 2019 Page 6H48 September 2019 Lane Closure Operation with Temporary Traffic Barrier' (Figure TTC-20.2p NOTES Guidance: 1. See Table 6H-5, page 6H-6 for recommended spacing of advance warning signs. 2. SHOULDER CLOSED (W21-5a) sign should be used on Limited -Access Highways where there is no opportuntryfor disabled vehicles to pull off the roadway (see Figure TTC-6). 3. When closinga lane a PCM rst warming sign i all o the le side J; gn r r rr sign cannot be intalled.1 4. I drivers cannot see apull-offarea and the closed shoulder, information regarding the length o the f �Y f 8 8 St .i shoulder closure should be provided in feet or miles, as appropriate. 5. An emergency pull-offarea 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: 8. For taper lengths, see TTC-19.1 9. See Table 6H-6 for barrier transition flare rate.' When the barrier transition flare' is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line flare. 10. End treatment of a barrier in order of preference: a. Where guardrail exists attach to barrier with appropriate fixed object attachment, g �J IN. 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-0 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 g g 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 beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type B flashing light. Barrier delinators shall be spaced on 20' centers along the transition or taper sections and spaced on 80' centers and centered in- between the barrier panels along the parallel or tangent sections' approximately 24 inches up from the roadway surface. Guidance: 12. Eradication of existing pavement markings should be as shown in Figure TTC-55. �� 13. The barrier shown in this tvpical apnhcation is an example of one method that may be used to close a shoulder and lane on a tong term Miect. 14. Long-term transvere rumble strips may be installed to enhance the work zone see Chapter 6F, Section 6F- 99 paragraph 12 and l3 for installation euidance and99 paragraph 12 and for installation guidance ands acing. 1: Revision 1-4/1/2015 2: Revision 2 - 7/l/2018 Group 2 Channelizing Device Limit Spacing Speed Llmil Speed Limit Seed September 2019 Page 6H-09 Lane Closure Operation with 'Temporary "Traffic Barrier l (Figure TTC-20.2) i RDADNWORK G20-2 (V) BARRIER PANELS � Y 6" LINE BEGINNING AT ANGLE BREAK it W OF BARRIER O w > 8' LINE a \ SEE NOTE 8 SEE NOTE 11 SEE NOTE SEE R4-V7L KEEP NOTE LEFT SEE RIGHT ONOTE LANE CLOSED NEND ROAD WORK AHEAD SEE NOTE 1: Revision 1- d/ /2015 2: Revision 2 - 7/1/2018 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 O� , ERADICATE O 200' OF EXISTING I� PAVEMENT MARKING GUARDRAIL tlla�lM O ILLUMINATED FLASHING O AMBER ARROW TYPE C °O SEE NOTE 3 OSHOULDER TAPER 0 W4-2R i OPTIONAL�I LONG-TERM TRANSVERSE RUMBLE STRIPS LANE Eros SEE NOTE 14 i W9-2L MERGE LEFT O AIGNI iF IAXE W9-3R aosrD Elio 00 t � INROAD i NDEAD W20-1 PCMS -SEE NOTE 3 -'� approaching Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.2) NOTES Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 81, sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-51rR), RIGHT SHOULDER CLOSED (W21-5alt)% 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 130W-1500' for Limited Access highways. For all other roadways, the sign spacing should be 50W--800' where the posted speed limit is greater than 45 mph, and 35W-500' where the posted speed limit is 45 mph or less. Option: 3. 4. 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 Len 3th L Speed Limit (mph) Lane WIMh Feet Remarks Speed Llmft mph)9 Lane Wldth Feet Remarks 8 70 11 12 f0 71 12 25 95 105 115 125 L=S2W/60 50 450 500 Sill 600 L=SW 30 135 150 165 180 L=WW/60 55 495 550 605 660 L= SW 35 1 185 1 205 225 245 1 L=S'Wt60 60 540 600 1 660 1 720 1 SW 40 1 240 1 270 295 320 1 L=S'W/60 65 585 650 715 780 L=SW 45 405 450 495 540 L=SW 70 630 700 1 770 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=1/,L Minimum 7. Channelizina device spacing shall be at the following: Chann lizing 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+ Transiton 20' 1 40' 1 Travetotay 41Y I W I *Constructor, Access 1 80' 1 120' ess •ConsWction accspacing may be increased to this distance, but shall rat exceed one access per '/. mile. 8. On roadways with paved shoulders having a width of 8 feet or more, channeflzing 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 alternator (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-54 September 2019 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) 1NS2TEfl 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 'fruit 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 jlagger station and transition, based on the posted speed limit and at [east equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of si8 htfrm othe %r aP htc.il a88er symbol sign to the.l1 a88 er. 3. To maintain affi .cient traffl c.lJ ow in a.fl aS% in% operation on a two-lane roadwaY, the maximum time motorists should be stopped at a Jlagger station is 8 minutesfor high volume roadways (average daily traffic of 500 or more vehicles per day) to a maximum a12 minutes for low volume roadways (Jess 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 workspace to permit 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 Baggers 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 shag be based on the posted speed and the values in Table 6114 on Page 611-6.1 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. Option: 8. A SLOW (W21-V 10) signs may be required in this area to give advance warning f the operation ahead by slowing approaching traffic pa 'or to reachingthe fl8g1Eer station or queued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W34) sign then the sign, and if used the PTIIS'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 TIC-56f or additional information on hiS hwaY- rail crossings). Standard: 11. At night, flogger stations shall be illuminated, except in emergencies (see Section 6E.08). lion: 12. Cones maybe eliminated when usingilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flogger is visible to road users approaching from both directions, a single flagser, positioned to be visible to road users aporoachine from both directions. may be used (see Chapter 6E). 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 shag 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- 411/2015 2: Revision 2 - 9nft019 Stationary Operation on a Shoulder 'gore TTC-4.2) ® G20-2 (V) 500' + 80'- 120' - SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 10 ILLUMINATED FLASHING AMBER (CAUTION MODE) O SEE NOTE 9 TYPE B OR C O O 0 O SEE NOTE 6 O CHANNELIZING DEVICES SPACING _ SEE NOTE 7 CLOSED SEE NOTE 2 RIGHT RIGHT SHOULDER 1i SHOULDER W21-5aR � � CLOSED SEE NOTE 2 RIGHT *SHOULDER SHOULDER aosrDi W21-56R AXEAD YSEENOTE 2 ROAD WORK W20-1 AHEAD 1: Revision 1- 4/1/2015 z. ne.a.r.... z _ an nnm September 2019 Page 6H-55 Lane Closure on a Two -Lane Roadway Using Flaggers 'gRre TTC-23.2) OY3Htl xaOM duos DY1XV avos 3NY7 3N0 avA rdaa OrlrWAtl do's o0__ 03atld3ad _- 38 O 9 8 S'E'Z S310N 33S NOIlV1S i1300V1j PTRS SPACING (CENTER TO CENTER) POSTEDISTATUTORY SPEED LIMIT 640 MPH 10 FEET 41-55 MPH 15 FEET >55MPH 2O FEET �1 1 ioloommie PTRS wim SEE NOTE OOS ROADWAY CENTER LINE Pras SEE NOTE 4 $ 14 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 c2o-2 (v) ■ 0 0 50' -100' 0 0 BUFFER 0 SEE TABLE 611-3 SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 611-3 ill' - 100' FLAGGER STATION SEE NOTES 2, 3, 5 $ 6 SEE NOTE 1 � � W20-7 SEE IOTE1 /BE\O W3-4 SEE NOTE 10 BIr w20-V26 iPs SEE NOTE 15 AD W20-4 D IK W20-1 SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN SHIMP-ENGINEERING.COM R \ 1/ W!iLl X vd 2 4' 3 2 Q r �ASS1aNnL 8� FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 FILE N0. its MAINTENANCE OF TRAFFIC '� SHEET C15 OF 15 C15