Loading...
HomeMy WebLinkAboutSUB202100124 Plan - Submittal (First) 2021-07-01 (2)FINAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW 10 10 1.00' 10 312 12 311.5 x j0SB5T 311.5 TC x TT nOSBFI 311.5 TW x T 311.5 B W x X"SrPiT /T-N /F-N F1 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 PROFFIT ROAD TOWNHOMES SOUTH OWNER/DEVELOPER Albemarle Land Development LLC 1949 Northside Drive Charlottesville, VA 22911 PLAN PREPARER Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22903 (434)227-5140 ZONING R15 - Residential per ZMA 201800019. See proffers Sheet C2. SETBACKS Front: Minimum 5 ft from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way Maximum 25 ft from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way Side: Minimum 5 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 DB 512 PG 516 PLAT SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. (April 15, 2019) w/ topography provided by Axis Geospatial, LLC (March 14, 2019) BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 4, 2005 (Community Panel 51003CO285D) this property does not lie in a floodplain RESERVOIR WATERSHED This site is within the Powell Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 10. Due to required distances from lot lines and structures as required 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 existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. ACSA GENERAL WATER & SEWER CONDITIONS 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. the contractor will be responsible for notifying the proper ACSA officials at the start of the work. 2. The Albemarle County Service Authority shall have access to use the airspace above the locations of construction for the flight of unmanned aerial vehicles for the purpose of imagery collection. 3. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown are only approximately correct. the contractor shall, on his own initiative, locate all underground lines and structures, as necessary. 4. All materials and construction shall comply with the current edition of the general water and sewer construction specifications, as adopted by the ACSA. 5. Datum for all elevations shown in national geodetic survey. 6. The contractor shall be responsible for notifying miss utility (1-800-552-7001). 7. All water and sewer pipes shall have a minimum of three and a half (3.5) feet of cover measured from the top of pipe, over the centerline of pipe. this includes all fire hydrant lines, service laterals and water lines, etc. 8. All water and sewer appurtenances are to be located outside of roadside ditches. 9. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 10. Trees are not permitted in the ACSA easement. 11. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (senate bill 3874 which amends the safe drinking water act). 12. The sewer lateral beyond the connection at the sewer main shall be private. the sewer lateral stub -out shall undergo the ACSA low-pressure air test to satisfy county testing requirements. visual inspection of the sewer lateral stub -out shall be witnessed by the county building inspections department. this inspection shall occur under an "other plumbing" permit which must be obtained by the contractor. 13. The sewer lateral beyond the connection at a manhole shall be private. visual inspection and pressure testing of the sewer lateral shall be witnessed by the county building inspections department. this inspection shall occur under an "other plumbing" permit which must be obtained by the contractor. 14. The fire sprinkler main downstream of the gate valve is private. visual inspection and testing of the fire sprinkler main downstream of the gate valve shall be witnessed by the county building inspections department. this inspection shall occur under an "other plumbing" permit which must be obtained by the contractor. 15. all flushing of fire sprinkler mains shall not occur until approval is given by the ACSA. LIGHTING All outdoor light fixtures shall not exceed 3000 lumens. No other luminaires are proposed BUILDING HEIGHTS Maximum Allowable: 65 ft Maximum Proposed: 30 ft EXISTING USE Single Family Dwelling PROPOSED USE 40 Single Family Attached Dwelling Units, 13.6 DUA Maximum Disturbed Area: 3.32 acres LAND USE SCHEDULE (Does not include right-of-way dedication area) EXISTING Area % Building 2,458 SF 1.9% Travelway 7,244 SF 5.7% Managed TurflWoods 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' SIGNS O': 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 I ITE lQty in out T724 in out Total Multifamily Housing (Low -Rise) 220 40 Units 7 17 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 P Y P P tY confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. 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 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. VDOT NOTES VDOT's land development south staff (540-967-3715 or 540-967-3716) shall be notified 48 hours in advance of any anticipated road/shoulder closures", "The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at set up and take down to VDOT'S Smart Traffic Center (540-332-9500)", "Copies of all independent testing reports to be submitted to VDOT for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT." "All areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic." And that "Traffic shall be maintained during construction of the tie-in and mill of the adjacent travel lanes." "water lines, sewer lines, etc. crossing future VDOT maintained roads have to be sleeved with ductile iron pipe "two (2) times diameter of the utility line)." And "A video (3 electronic copies to VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be submitted to VDOT for review and approval prior to paving operations. TRASH DISPOSAL AND WATER & SANITARY SERVICES Each unit shall store trash in toters which shall be located on each lot within a garage or a fenced enclosure. Water and Sanitary Service is provided by Albemarle County Service Authority. TURN AROUND DESIGN NOTES 1- All proposed streets have a turn around, the design for vehicular use allows residence and visitors to turn around easily. 2- No Cul-Da-Sacs are proposed nor required in this project because the side streets have a length of < or = to 150 ft. S U B 2021-XXXXX TAX MAP 32, PARCEL 35 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : V=1000' "s AIRPORT CENTER 4i10 nrrAd �HY 9 ti e' p LOP°'°� o Airport Road Auto Center '50:i D E E R W 0 0 D : O ABINGTON PLACE Walgreens Q Pfon,r n, The. UPS Store 0 Ad SITE SPRINGFIELD Q + Target c� 1' FOREST RIDGE Food Lion n TirnbeiworidGrill 1521 FOREST LAKES 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 C8 GRADING & UTILITIES-2 C9 LANDSCAPE PLAN C10 UTILITY PROFILES C11 INTERSECTION SIGHT DISTANCE PLAN & PROFILES C12 ROADS PLAN & PROFILES & SECTIONS C13 ACSA DETAILS C14 VDOT & ACSA DETAILS C15 SITE, VDOT & ACSA DETAILS C16 MAINTENANCE OF TRAFFIC 837 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM J Y ) .Ms M. IMP .45183 .e 4 O F s s N E r0 NAL ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 FILE N0. COVER SHEET C1 OF 16 18.041 C1 f5� aos,-i Imi F ,r—F,- a L Original Proffers X "� �i. Multi -Family: Off street parking serving multi -family structlttesshall be OWNER: Amendment �° d� relegated to the side or rear of buildings adjacent to Proffit Road and shall' . • "° `_,7AIbemarIe Land Development LLC °• 2, a ° ° be accessed from the internal road network. a 7 • , _ ° h � r =� pJ, , _ • Residential Units: A maximum of forty (40) dwelling units shall be built on thd. PROFFER STATEMENT - =c property. ° 2. INTERCONNECTED STREETS AND TRANSPORTATION NETWORKS: "'" ° Upon demand b the County, the properly owner shall prepare and record at its solp"' °•r osl Y made Land Development LLC ZMA Number: 2018-00019 P Y tY> P P Y P P 3 5 expense, a deed or other instrument (collectively, The "deed") establishing an access) :._ _ easement for the purpose of providing interparcel interconnectivity. The access easemenp e. LLC Member - f �'ttl • I Tax Map and Parcel Number:03200-00-00-03500 ; _ r shall be for the benefit of Tax Parcel 03200-00-00-029D0 and Tax Parcel 046B4-00 00 ° " i'i Tax Map and Parcel Number:03200-00-00-03500 r p ._�, , 005AO and its owners and users and shall be located to provide access from Tax Parcel" ° °� �`° �° Owner: Albemarle Land Development LLB > • T° °' 03200-00-00-03500 to an future road on Tax Parcel 03200-00-00-029D0 or Tax Parcel I 9 11 ° ,° 046B4-00-00-005A0. Before the deed is recorded, the property owner and the Counh • n Date of Proffer Signature: June 26, 2019 �- - °. " _ ° s g ..� _ _ one vyrdtk a g 1he c}epc, ulun :Ihe mess-e enLts 1Qcti _ "h hall agree to the terms 4�f I Rezone 3,198 acres from R-1 to R-15 0 : maintenance. ° ° ` ° - u•, w "Owner") of Tax Ma and ` - . - ° ALBEMARLE LAND DEVELOPMENT LLC, is the owner (the "Ow ) p _ _ ,, - f rezoning application ` ° , ° °: s .: e° - _Parcel Number 03200-00-00-03500 (the Property) which is the subject o g pp = e t :i ° e - ZMA No. 2018-00019, a project known as "3226 Proffit Road (the "Project"). s °•ti °T _ f Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of theAlbemarle o °�� I o "-' �. o �' r °° a p Count Code the Owner hereby voluntarily proffers the conditions listed below which shall be Y ), Y Y P i roved. These conditions are proffered as a art o °`°" " - e - �0- I4 0 CI°° applied to the Property if ZMA 2018 00019 s app p p e _ ' requested rezoning and the Owner_acknowled es that the conditions are reasonable. Each,,-, _ of the equ gsignatory below signing on behalf of the Owner covenants and warrants that they are att L o g rY g g " — authorized signatory of the Owner for this Proffer Statement.' `I �" or•� e a� .'' - r Vie" ° �° L 1 1. CONCEPT PLAN: The property shall be developed in general accord with the plans _ - titled "Zoning Map Concept Plan 3226 Proffit Road" (the concept plan") prepared by • - ° - „ Shimp 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 q °"•; ��'° - e °I •° - -°,.° ° ° e ceu "v o ° "•IS II �� Ja e °"uP:b ��fl.e.." - .-. • Right of Way Dedication: Concurrent with recordation of the first subdivision e °,,° - c ` _ . , n _ p. Guy-' • plat of the parcel, the property owner shall dedicate a portion of the proper( o- - • - �, g , °°°° a ° - o �.,u. e e a :" s �; 0 u - along Proffit Road, as shown on the concept plan, to,public right of way p _ " _ ,� - �o aL Right of Wav Improvements: Within 120 days of issuance of certiftca'tea° r e , e occupancy of the 20` dwelling unit on the property, the owner shall provide I , °IE ., e _ - = e P improvements within the right of way dedication in accordance with the "Right of ° _ - . , a _ 0 t a • Dedication Section" shown on the concept plan. a °Ti - - Way Ded P P lt, - v ll° . - r• _ p'� i' _ . it �..r ° "_ Parkina Standards: I ` i. Single Family Detached and Single Family Attached: The front a ° o _ e ° I 'I :S IF a of single family detached and single family attached units shall face Proffit Road. No individual lot driveway shall enter directly onto Proffit onto the internal road network., Road" driveways shall only enter n .. - e n- --'.. o ° , .. iu °�1.-b -�,.i _L,f :S �u L;f ug� .e L LPG._ ,�C� Flu •»J II.:. r y -.. - �I Tr _-_'I r - - °_ �. _ ° °:`r' sr ,° o °.� d-� r �,L °lI° I ;�, u0 file `.' °it '.I - ,°d i18 ,p °. ,-1° ,_ ,� o ,: qF g - -�- _ d �,-'�J ,. `:' �' ° .. , _ °e,. e ,°�_ L;`�-_— ° rr�r ryn,�: ��� �•,'� °'.� - - T, o ° o t� �: �o _ `- p °I° - V. r 7- f o 4 .. ,°N �F. .. _ — °, .'M1 a ,�.='�f��L 7zI purl _;�- ,t °} : - a .c-_° �. -- _ J_ 4.- n -°° '_ ° -JY of to �I °" _LI_ - °� oo9°C ..Y•- 'L - ¢d - _ram _� =Y 1 �4= -!� �t�I - a al ° .� ° °v- ° -S _ r, ��S ill" n"f l• ° "ate" P'e° . °. �,° °,'�..II 1 "' - sa `L, ° ' �• o e U a ag°° _sue" h, _o, �i ='�,'1 i 4` "1 i I ems: ao .,°"�' [ L _[ 0 4 0 - �� e - - "I" "� o :� c� � 5 ^1 °00 "c� u,ra ° o. '� ° °° r_ al��°° 0`i� �x, o `�,] �. 1 e _ {, �I� '° •° el s° - - 9�0 .<,° z � _ _ 00 20�� �9 a�� - T°°a�• .. �C �_ • �_ 6- F° Via` e r �d aPo pa ' °� �° >>c q q�°L[ , 11 - - ["� ° S Ih °'ll - -•I °� ° '[moo'°;u ez. L - mT,�1 • �. D 3 _ 6 o aP ° o _p .,, _° , '•�� °a P' ° - _. ',J')° - ° ., - -. ... ". : ,e - °gyp°o oPo °�S- o° _ �0 ,. _ ..=o r ,° o,- o _�9 P> Q` -0 _ °5°,i. °,•F- _ - - , SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 0G-, -912 EHIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM The undersigned Owner hereby proffers that the'ng'e-and development of the pert3 full be in conformance with the proffers and conditions herein above. This document shall supersede all other agreements, proffers or conditions that may be found to be in conflict. The Owner agrees that all proffers shall be binding to the property, which means the proffers shall be transferred to all future property successors of the land. WITNESS the following signature: Alhem le L d D v to t LLC By: .I, o - ° °COMMONWEALTH OF VIRGINIA �iCOUNTY OF Albe- tarle to wit: - _ the foregoing instrument was acknowledged before me this �'day of .hc!e� 2019 :•Albemarle Land Development LLC. My Commission expires: iierCh 3l, a2 0a0 _ 2�� ° 'Notary Public u Barbara u, chumley NOTARY PUBLIC Commonwealth of Virginia P Reg. #1187406 My Commission Expires March 31, 2020 _J UI. " J Y JUS M:S95MP 100 111.45183 2 w� �`VSIOXAL ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 FILE NO. PROFFERS 18.041 SHEET C2 OF 16 C2 z I / 532 _ o 534 - — — — — \ A \ Dense Trees \ \ / 528 V -------- � I � 536 \ 530 I / Ns m \ — // \536_---- / ON i\\ I / 530— \ \\\ z POLE � � � � c \ S32 O OHU HU POLE "' \ ^ , OHU — OHU —I— OHU— OHU — OHU — OHU — OHU — OHU — OHU — — — OHU — OHU — OHU� � OHU — OHU — 528, ALL POLE _— 526526- yFyo �\� \\ 61 ) n �j-Ax�, \ W°2 08"E 48 .6ON y \ a 0 c FO ND IRON 456.10 FOUND do % I �G�T \ I \ \ i C (REL CATE)I Q � / \� O V A \ \ 91• / N WE TBR 1 \ I / n Q T.M. 4 4-5A \ \ \ I \\ \ \ \%\ G\ a `\ \ y I =\ \ EX. 8" DI S ROBERT G. PETCHEL & DI SA S24 KATHLEE 0. PETCHEL \ \ \ \ Q\ / \ \ '� \ / —— � D.B. 296-686 _ \ �L u� \ \ Q D.B. 1685 115 12 PLAT _ \ \ \ G �, \ v o \ -9:B-10&9 28 & 29 PLAT � — \ \ \ �` // D.B. 9 -443 PLAT I \ \ \ 9yG N EX. GRAVETBR DRIVEWAY X N, Z NED R1 A \ \ \ A A/ A / _ SLEE ESTEf / A A / l un N \ 0 \ \ \ V A EX. BUILDING TO BE / 2 \ \ \ \ w REMOVED BE REMOVED NATCM ON \ \ \ \ I \ \ 2 -`^' I°' 0 I v / o l \ 10 8" DI SAN E\X. 8" DI S \ EX. $" DI SAN 1 \\ I I I \ \ 171111— / \ \ 25 z \ \ \ \ \ — T.M. 32A-�-2 1 p_ \I N — — — — — s \ I I P o \ \ALBEMARLE LAND TREES TBR \ \ \ \ / N� '8 \ € \ I DEVELOPMENT, LIB \ =m D.B,,254-160 3185 AT . 1,794 -107 DB\ \\ � � 2 \ \ \ `o \I D.B.'D.8.5,154 753\ QTRES TBR I \ \\ \\ \ b3 T.M. 32-29D MAPLE GROVE \ \ T.M. 32-35 CHRISTIAN CHURCH II 3.20 ACRES cp ALBEMARLE'5DEVELOPMENT, LLC p D.B. 2303-626, D.B. �® 96 ZD.C. 630 THRU 633 PLAT y \ c = I 0, 'r I D.B. 1406-131 PLAT L711PrT, \ \ I I \ \ \ \ —� D.B. 1011-131 PLAT cj \ ZONED R15 cS c N D.B. 781-200 D.B. 294-5�P5 PLAT I / \ 0 ZONEDjR, / \\ N \\ I/ \ SR 6�49 EOP\� 0 \ \ / — 522 / 0 00 4 0 Q \ CID 524 REES TBR N II l I Dense Tree I I m l 52A IRON 1 � — — FOUND SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM J Y ) .ms M. IMP M. 45183 �0 I V �w� �sstolxai. � ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH 526 S27"59'1-- 338.89' \ I ALBEMARLE COUNTY, VIRGINIA ----------I------ 5za---------- --- \ I I N 1 I I / SUBMISSION: _ _ - ----- I\ I I 2021.07.01 530 — 15' NONEXCLUSIVE RIGHT 0 _ _ \ —528 — / AND E_ESS�B, 505-615) — — — — — I — 144.69 EX. GRAVEL DRIVEWA TBR 530 SET S26'08'59"W 169.50' — 9— —� a 1 � N J i Dense Trees ® -- — s3o — Q FOUND I \\ g2� p i -- — — — — — — 532 F- — 532 FILE N0. 18.041 EXISTING CONDITIONS � I y \ I G I \ I \ SHEET C3 OF 16 I OOW20 0 20 01 0 I 1 60 \\ Scale:1"=20' C %K �+ get / / 01 I vI EXISTIN \ SANITARY PIPE p \ 532 �? Z / rn `/ / / \ \ \ Brush � ., \ — — 530 \ I r \ � I z XISTING 20' UTILITY EASEMENT \ �53p POLE rn XISTING SANITARY MANHOLE 52g� 'j, ) .61 �'� / I EstesPk-2 — Q CP ON — — / / 526 \ ` 526- LIP \ / / o / — S2�\ Dense Trees IRON \ ` s/ / / / / I 0 SANITARY EASEMENT FOUND \ DB 301 PG 407 \ \ �c N T.M. 46134-5A I `�' ROBERT G. PETCHEL & 0 Q Of\01 0 KATHLEEN 9 PETCHEL >N \ 4296- _ \ D. 16$5 11 12 AT ROBER^T G. PETCHEL & r \ �, \ \ D1 69 28 29 LAT e 'S 52 KATHLEE 0. PETCHEL \ \I \ \ N I \ B. 5-443 T <0 4 \ o, Ri 0 D.B. 296-686 D.B. 1685 115'&A 12 PLAT ✓ \ \ I \ -DrB_10&9 28 & 29 PLAT D.B. 9 -443 PLAT — \ \ Q I 522 _ \ N X r, Z NED R1 \ \ 0' SANITARY EASEMENT —DB 5301 PG 396522 — — — — \ N� ` BRUSH \ 520 520 / 8" SDR- SAN 1 5y2J I / 516 �\ — — CP 10 Ie \ 1 �� _ — — — _ \ O 8" DI SAN \ O EEC. 8,. T.M. 32-29 1 520- \ \ \ MAPLE GRO E A TREES TBR \ SHIMP CHRISTIUH AN CHRCcn \ D.B. 2303-6 6, x\+ °' ``s''> s D.C. 630 THRU 6 3 PLA D.B. 1406-131 PLAT 0 \ E N G I N E E R I N G D.B. 1011-131 PLAT y x \ LAND PLANNING - PROJECT MANAGEMENT / D.B. D.B. 781- 00 "� TR ES TBR I \ �1) MAPLE GROVE / M ZONED R1 � CHRISTIAN CHURCH \ 912E.HIGH ST. 434.227.5140 D.C. 630 THRU 633 PLAT I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM \ / \ I I \ D.B. 1406-131 PLAT / 1\ / \ I I I I \ \ / D.B. 1011-131 PLAT D.B. 781-200 I / V l D.B. ZONE MRi PLAT Qp -\ I cP \ I / — — 522 — \ I/ ✓' / o � © © © I U JUS 7�M7.45SEIIMP Y �F183 IV40{/N/AL524 �N �REES TBR ROAD PLAN 522 - I `- - PROFFIT ROAD TOWNHOMES SOUTH 52 Dense Tree RON — FOUND / 1 \Zzzz:ig— — / � — ` — _ _ 526 S27'59'12"w 338.89, ALBEMARLE COUNTY, VIRGINIA ' — — — 528- SUBMISSION: - I- - - - -- _ 530 2021.07.01 — � — FILE N0. 18.041 EXISTING CONDITIONS F- I -2 SHEET C4 OF 16 20 0 21 40 60 Scale: 1 "=20' II I Dense Trees I 1� l 0 TEL. 1 I POLE PED o V �Ic - - - - - - - - - - - - �- OHU- OHU - OHU OHU - OHU- OHU - OHU -OHU- OHU -OHU- HU- - OHU- OHU- OHU 0 � OHU- OHU SOH r, U POLE POLE x NEW 30' c I BOLLARDS Ic BI I Dense Tre o I D 0 o I ". m N 1 d N !AEMERGENCY ENTRANCE FFIEO 150 o I 53 T I oONE0 o �IT m WIDTH cmi� 3 20' REAR SETB CK 0 GARAGE ITa GARAGE � I I / o c LOT 30 1 v, FFE 5 8.00 1 - I ONE R I 36.00' I LOT 37 LOT 38 LOT 39 LOT 40 o ': GARAGE UNIT I LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 FFE 531.50 FFE FFE 532.50333.0(tOPEN o< I 22.00 FFE 529.50 FFE 530.00 FFE 530.50 FFE 531.00 ON ONE CAR 0 ON AR c SPACE . o I .W. PRIVA E FFE CAR ON ONE CAR ON 0 CAR GA E UNIT GARAGE UNIT GA E UNIT GARAGE UN 3,790SF I 1 C)- ° 2 .00' IWI_ ROAD ESM T ARA 1c ., 9 GAR GE UNI GA E UNI G GE UNIT GA E UNIT GA E UNIT LOT 29 j J 1 0 al' o I 0. 16.0 "NO PARKING" FFE o ONE. � 0 8.00' -� a. G RAGE UNIT o aX 1 15' MAX. SETBACK BOLLARDS °aoe 107.00 I I ---- - - - - - ANC Lr FF 0 28 I I. I A o r _ ONE R 1 STOP & ROAD o 3 D o A 10+50 GARAGE UNIT I E BAC NO PARKING"� �" 150Ro ' MIN. e _ 5' CON SIDEWALK TYa a< LO 27 1 aL. a (. e EW :30' .ACSA tSMT FFE °" f ° as JL GARAGE UNIT I "NO PARKING V-W.° P IVATE ° CG-2 CG-9 "NO PARKING" 1 " MUTCD RS-3 ROAD ESMT o i \ 700 _ _ 0 48' ESMT WIDTH N NEW 20' PRIVATE N �p STOP ? _ sTORM 11-�- a 0 13+73.8 13+50 13+00 12+50 CD / \ O 1 DO N i _ 1 N - 0 1 NEW VARIABLE PRIVATE ROAD A \ ° ' 4 FFE SNIT 'o TH SWIM ESMT - - - - - - - - - - 2GARAG \ o S' 9.00' .., a \ III < C 12 .a _ , L .00 G; / "NO PARKI G' 4, \ I FFEAG NIT FFE 5 .00 i 1 - 0 GAR ONE AR m I Is a\ o o a T 9 GARAGE ' x 1 LO 6 l - L0532.00 1 o __ U, a I I FFE 52 .00 I X X X X X TREATED F GE UNIT _� \ 4-- I TWO TIMB R T GA ___4 ,a I L0 5 4.5 GARAGE UNIT CO T IN I A I FFE NIT I ° __ a' x WHIRL x MU�1 C 1 ➢ 1 GARAG FFE 5 7.00 I'a 4 SEONE SWIN 2,400 SF l I m G RAG AR I I I 1 L 17 a.. 30'x3 - T 12 11 I y ° (60'x40') 2.50 0 k FFE 28.00 CLIMBE TOT LOT x GAR FF UNIT -$ 0 4 I I I TWO AR a 10'x15" __� � I GARA UNIT SLID & I ` \ III GA, 450 In N 144.28 q LUI1 'O CLIM®ER W 20'I PRIVA a FFE 5 7.00 1 I .a f a14-- a X20'x25" 11 STOfkM ESM II 1 ONE AR I . N. IIII �(2) LOT 1 0 18 004- GARAG 0' SMT LO 8 .'o lW� BENC S F 532.50T I 2 00' WID H FFE 52 .50 I m x xa GA GE UN _� I I I cn TWO N y' 8,00 + N I GARAGE UNITo0 0 FFE 27.50 --F-� 1 11 _ ONE CAR o Isa m NT 12 I T G"GARAGE o CIDm 1 L 19 N FFE 2.50 , 30.00, PRIVTn FFE 2 AR DN GAR UNIT cNn- __�. ROAD ES , T ° I C) TWO AR sJ r� __4 L05 L GARA UNIT v A X 1 I II GARAGE ITS O I e N N I 1 X FEE 527.50 2ONE CAR 5,000 SF RECREATION AREA 03U5N0 GARAGEOJF 39.FFE G2 50 GA ITm __11I 4 / II a ILOT6 WNEW VARIABLE . DO FFE 533 RCA IESMT I GARAGE UNN n a. II 1 GARAGE �,II I I I4 T 1�00 II 0 In- .001E T' I FFE 28.5 �_ GAR UNIT WI TH O j TWO R j GARA UNIT GARAGE N + 1 1 II O 15 I o F 531.50 I I GA GE"- L Dense Trees IN 0 PROPOSED ROW DEDICATION 35.5' WIDTH FROM ROAD CL ROAD SIGN NAME NEW 20' ACSA_ - - - - - - EASEMENT I STOP SIGN I PROPOSED PROFFIT NORTH TOWNHOMES ENTRANCE x Ic I c I lf1 -+ D I m VERLA FIE o moo+ P�2 0 o I I m rn � c9 I c I c I c I I I x 1 -O �m SR 649 EOP I I i I c cn I Nol � o Z I I II � c N � i -O I ➢ o H c I I G m � C N � I I Z � o c I \= I 1 FFE 3.00 GARAG 1 + 1 I I 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O ✓ 0 � H v JUS M.-SAIMP Y N . 45183 �o L� �rSj( tiNG ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 0 e 0 Q 0 \ G 1 FILE NO. \G 18.041 0 0 S 1 �G SITE PLAN 0 Z-° \ 20 0 S 20 0 60 \ SHEET C5 OF 16 1 C 5 Scale: 1 "=20' ISO NEEDED FIRE FLOW DATA: \I \ - - \ TOWNHOMES ARE CONSTRUCTION TYPE V-B / 532 \ WITH 2400 SF MAX FLOOR AREA PER UNIT. / _ _ � 534 - - - - -� \ \ \ \ ISO NEEDED FIRE FLOW = 1500 GPM $ _ \`----�`--------532--� ! \ � � I \ \ \ \ AVAILABLE FIRE FLOW = 2247 GPM / \ \ ❑ \ - - 53s Dense Trees \ \ \ 530 / \ \ \ 530 / 536 - - - - / 'D I / 530 - \ PED o V �I \ POSE / s3? O OHUHUut \ POLE N -OHU-pHU-I-pHU-pHU-pHU-pHU-OHU-OHU-OHU-- - �OHU-OHU-OHU�OHU-OHU- r, ��7U � I -I\ - - POLE \ \ LOW % -1526 - \ \ \ \ \ \ GMAIN RASS NACE / / \ ( \ I� / 532 \ \ \ - / 526 , Cn 2e' \ X2750 2 7"28" pOW 103.45% 2�` 2 Y9- ` EEDICATEON R3.,WIDTH8°°FF�O$ ?5o I a - - FROM ROAD -CLONE 0GARAGE IT _. \ \ "� 5050c so?28 00 292.69% Z7 2,X6"27so LOT 30 1 \ \ (0 4\ FIFE 8.00 \ ) C> A 014E R LOT 37 LOT 38 LOl' 39 LOT 40 o - GARAGE UN I ? \ LOT 32 LOT 33\ LOT 34 \LOT 35 LOT 36 \ FFE 531.50 FFE FIFE 132.50 33.00- . < I a � FFE 529.50 FIFE 530.00 FF 530.50 FIFE 531.00 ON 09E CAR 0 ON AR / -2 CAR ON 0 CAR 0 0 CAR GA E UNIT GARAGE UNIT GA E UNIT GARA E UNI I 7503.00% 2� 7 '° GAR GE\UNIT GA GE UNIT A E UNIT GA E UNIT GA E UNIT o I =� rn �° LOT 29 FIFE ONE R GARAGE UNIT r \ ° / of .. a ,,yy5 5 1 --� 00 - - X- °° 2 2.0% °' 1.78% 26 2q,•. 5° cvl \ 28 28 29 3O 3 6\ /�� LO 28 \ \ -m 96 I 1 by \ „� \ 2650 FFE I \ \ \ I ro M! ^ 3 1 I (M hI 4z6 3�� I I ONE R d-1 2�� GARAGE UNIT \ _ I f o �o I \ 2� 2f a%s 2828 \ 28 296 30' m 31\'�� .3 H \ 3.40%26�2 5 I e e �a1 1e 4 s °'.a sa,a 1a �.a< LO 27 1 °` I. v 0 26e 8 29 138-' <�� \ 34 o 26 FFE 1 e, � I _ ��416c \ \ \ ONE2,26 ' 2 �.X2 L1 �x28 x 9 �= j �a41 X c GARAGE UNIT 2 / \/, \757.. ° = \ \\ \2.57 2.8% c \� d / T E 5.50 \', 34JB `25 \ \ - s, PRIVATE ROAQ3 \ i �' 1 so 1 GAR AG UNIT ¢ c �� \ 2 27 581 \ \ \ \ _ o II 34 $20_ - - 2 - - - e - - - - - - a o 31} 00% 3 1 2�� I I \\O \ \ \\ 31 \X 1 c \ C \ \ 25 X3 T 5.00 34 GAR G, UNIT c \ 0 16 s s \ 8 a a, ,a 6 0 0 001i I II FFE 5 .00 �� 26' x 5 v\ - ` 32 1 0� .I 3 6�01 Iv so ONE AR I 4.74% \ I Is \ v l�v �� 7 z 9 0 31 1 O 1 a 26 GARAGE 1 as 1 0o LO 6 \ \ o �`�1 �I 2 - L0639 1 I 1 o I 4.28 7 FIFE 52 .00 \ \ X\ X X X X E GE UNIT _� c I aao o TWO n m GA __ \ 4Lo GARAGE UNIT7, 7 ,\ 526 \ \ 4 0 A 1 3 F@ 4 NIT I I I I Z%° '2�s s -- \ �'32° FIFE 5 7.00 1 3.30% - I I \ \ 2690 ONE GARAG AR 1 21I 3.6$% 7 ° L 17 ... : 29 \ T 12.50 11 0 ' _ \ \ \ I ~� FIFE 2 .0 , . x x \ FAR UNIT O 4-- 2.0% �VOO I � L 4 I GARA UNIT x27 7� \ I ` laa 3 6°\ '1 350 FFE 5 4.LUI'? T \ 2%° '26st 26 SB1 - --- e \ x 32so 1j2 1 61 3_g�� GAR AG - FFE 5 7.00 a a ," - / 26 - -ONE- 522 2.77% / 1s .a .. _ 30 .3 1. 3 Lo 11 2 7 GARAG " / ss 1 LO 8 Q 5�32.50 1 a II c I \ / o 2 L 4~� FIFE 2 .50 76 x X X X X ? GA GE�NIT _� i HP X32 o 1B8 GARAGE UNIT �, ° - ? 6 I J1 BJ o \ °' I SR �49 EOP FFE 27.50 1 4.16% 26°B 2 e / s P 6 32 \ 32 a j L� ill . I \ 2700 ON CAR 1 Is 31 31X <. T 12 \ 1 GARA 2 es 5.32% 8 L 19 .a FFE 2.50T 1 � rr FIFE 28.50 GAR UN _-'. T \ TWO AR a1 e7 _4 LO 0 / - I GARA UNIT ., X27 7 .� 1 �zs 92 q�' 11 3 GARAGE NI.1 XT \ 90 I \ I ° 9a a a -- - a. 32 ° '1 4 96% 1 1 5 1 2� of \ \ ° FIFE 5 - .50 27s 2.53% 6' 2 4 -� I / 2 j' ONE CAR 1 °e�-. ----- --- --- -- 1 .:d 30.3 1. 32 13 1 I / 11 c \I I I \\ rn} / - OT 50 I o GARAGE-, U,A}P� \ v?I 2 7I �3-51-%I �� �F �52 �5.0 / / GA GE2UNIT T1�70 ° 91 81 30 LG I 6 62 C I II -- GARAGE UNIT Xg7: va 1 n / '1 2 FFE 533. z° a' °° 1 73% 6 3� 5. 9%1 GARAGE _ _ 1 32 54 0 1 0 I I4a 14b0 1 30 1 29 x 0/ N 11 I FFE 2�NIT ' �- I 6 a gB0 L 21 GAR -n 0 7 I T I ` - 5 6 -�,� - 2 4.71 FFE 28.5 �_ I �L .50 , o Den Tree - - - 11 2 FFE GE 0 x I s I 52 \ 10 X2710 ,I 1 TWO R - 7�z 7vz • 7 I GARA - - - 526 _ _ - - - - - - - x29 - - - - - - - - - 31 _ / '3150 111- I 30° 10 7.28 1 GARA I 1 28 0 5355G 1 ? 2�°t �X 1W . GA GE UNIT '. \\9 1 �" -- - - - - - - 528 - - - - - - - _ _ _ - 83 12x1j' `2 5. 0. L 3.00 0% i 2 528 _ 2 % - 7.56%111 2- \GAE G UNIT z c / - 530 - - - 8 �� 28 2 1 75% 295.0 �� /------- 26 530 -jC I I I r /� Dense Trees 530` \ c 0I / aq,5 �\---------- 532 ---� \ I �� -r-- 532 --� / ° �\ \ \� �t r \ IZ� 20 0 20 0 1 60 Scale: 1 "=20' 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O ✓ 0 � H v JUS M.-SAIMP Y N . 45183 L� 1 �`rSlONAL 'P' ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 FILE NO 18.041 GRADING PLANA SHEET C6 OF 16 C6 II I Dense Trees # I II l 0 TEL. 1 I P E PED o V �Ic — — — — — — — — — — — — �— OHU— OHU — OHU OHU — OHU— OHU— OHU —OHU— OHU —OHU— HU— — OHU— OHU— OHU — OHU— OHU O POLE SOH POLE NEW 30' _ c I I Ic ei I BOA I: ` A4D q I '' CA 3 -- o PROPOS _ — — — — — — _ — _ DEDICATION 35.5' WIDTH I FFIEO$ETJ .L 4T — _ _ _ _ o e — FROM ROAD CL G RAG��' - I 20' REAR SETB CK I — —y 5 8•: I — \ _ _ _ NEW 2EO CSA— — — a) EASEMENT q PI Al 0 EX. 8" DI SAN Q c 8 DI SAN r .0 7 32 1 I FF E 8000 1 I LOT 37 LOT 38 LOT 39 LOT 40 0 _ — G RAGE UNIT I I i�' LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 FFE 531.50 FFE FFE 532.50 33.00— " I B FFE FFE 529.50 FFE 530.00 FFE 530.50 FFE 531.00 ON ONE CAR 0 ONE AR /I CAR ON ONE CAR ON 0 CAR GA E UNIT GARAGE UNIT GA E UNIT GARAGE UNI + / 2 LF GAR GE UNITGA E UNIT GAR7CGE UNIT GA E UNIT GA E UNIT o - SLEEV I FF OT 29 ONE Re e GARAGE UNIT I ----15'BACK - -- -- _ z 8 xEE ao , a � S � � I - - MAX. SET - ---- - ---- - . o oN. _ T I I ' O EXISTING TO \ _ — FF o x 28 I l o I I m A W W I 3.� ° 3 \N I ONE R W i 1 n v GARAGE UNIT S I 11 \N m I a: D 'MIN. E BAC 10 � — =p c x6 s LO 27 o a a EW :30! ACSA IS T a A o. a T� FFE L—°°' /0 �� _ Yp _ �' i `� o _ _ �➢ PROPOSED PROFFIT NORTH ON e '� a a GARAGE UNIT I I o G RED r' v A9 GV _ --- -- w w J w w w (08"D1% �w w w w WI w w� �wN E I I TOWNHOMES ENTRANCE 2 A4B _ _ ___ _ 8• NEW 20 PRIVATE I % / c . 2 . . TEE STO{I M ESMT QpF- "z�" TE . . A4A �� 6 I _ 90� "x6" REDTHWSWM ES VA LE PRIVATE ROAD A \ A 2' D - / GAR UNIT - I m+ 24" HOPE i SWEEP RED + (TY 11 m . _ ooae o A3 WEIR `W� <FiP S'ORfvN AS \ws W. 0" A E bee SHIM A4F s . . — . . .A4E w o FHA a 4-- L T .00 �N I - a 1 5 1 FFE G NIT c I ro I FFE 5 .00 1 I <y A7 S \ • 11 GARA I ENGINEERI� Iv ONE AR I S BACKFLO —�L$.v HDPE MANIFOLD 1 1 a o m 14 c F d - LOT 9 1 �5 1 o I LAND PLANNING - PROJECT MANAGE • i • •'oil • FFE •i • GARAG�Ijltfl• 17 I •• • [a-' ARAI G UNIT i' •• •NO ��•� ,1 i ���� ii GAR Ala U,11A FIFE ,�Aj ND GARAGETUNIT • =I IIl�� ., _ -'I19 . TWO UNIT FIFE 5A7.50 ONE [GARAG J •• —Ago 1 ao U 1 -T 0 a 0 z 0 NEW VARIABLE WIDTH SWM ESMT \ \ F GE2UNIT ' GA LO I I I 41 S FFE 5 4'NIT I 912E HIGH ST 434227.5140 x 1 y 1 GARAG ? 1 c I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 1 1 I I I T 1'2 50 Ii S `0 1 1 x FFE UNIT Do GAR S '1 FFE 5 4 NIT W 20'I PRIVA GARAG x STO�M ESM N '1 {,, y SF E TI ON PR F LO GE2UNIT II S '�Za� ' _ _ 98 M` I SR 649 E 0 P o� v 0 � H u JUS M.'SAIMP Y IT 12 Ip—S IN . 45183 a N 2.50 1 v, v? FFE �z, tr 13 FFE 5 z I` I ��9SIONAL LNG rNnl 1 m. S S II GARAGE I�X o. Ln 1 11 S \ '1 GARAGE ON " I ROAD PLAN 1 1 9 I• 14-- 7.5' - T 14 r h s 1 9 I ` PROFFIT ROAD Dense S a GUNIT m m I I TOWNHOMES SOUTH ° OR RW I S uGA AS a--4 1 1 BOA F ° 531.50 GE UNIT ' S ) ° 1 a __ ALBEMARLE COUNTY, VIRGINIA GA _ _ S L a ~ 1 FFE 3.00 i SIC SUBMISSION: A9A1 Z5p 1'1 GARAG UNIT 2 \\ II 2021.07.01 I - c CA 30 I r Dense Trees e Q 0 0 q 0 0 Z \ 20 0 20 Scale: 1 "=20' 7 FILE NO. 18.041 UTILITY PLAN-1 SHEET C7 OF 16 C7 EXISTING SANITARY PIPE I I i i Brush I \ 530 �rn \ 530 SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OF o � v JUS M.-SAIMP Y N . 45183 �o ,II7ZI �-414I`rSlONAL tiNG LU / -AFEE 5 7.00 3 2.77% -26 26. �, 19E ENE CAR— Szz ROAD PLAN GARAG 4G ¢ 5/$ wr�i 2E PROFFIT ROAD P.FEE 527SG a�° cT�2° �° TOWNHOMES SOUTH ° ONE CAR 1 4.16% 2� GARAGE UNIT — 1 S 2f ALBEMARLE COUNTY, VIRGINIA LU FEE 5 a71° AR �`° �° — SUBMISSION: 1 2.53% / I e 27° ONE AR GARAG � 2021.07.01 / \ j5?72 "?2;I ( 70 ------------- FILE NO. — 18.041 / GRADING & UTILITIES-2 SHEET C8 OF 16 00 20 ^0 20 40 60w Scale: 1 "=20' C 8 a V e I I LU NtAN Jt Ib UK S NEW 20_ACSA— ILu _ — — — EASEMENT v Q Q I � o LOT 30 : I LOT 37 LOT 38 LOT 39 LOT 40 0s _ _ I' LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 r 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 ROOTBALLIDIAMETER DIM. TREE PLANTING DETAIL FINISHED GRADE EXISTING GRADE 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 {tea}Tt Large Deciduous Tree Tilio tomentosa "Green "Green Mountain" 14-13" 17 25 276 4692 rk' Mountain" Silver Linden O Large Deciduous Tree Betula nigro "Heritage" "Heritage" River Birch 14-1 J" 14 25 397 5558 ,1�''� j } �� Large Deciduous Tree Quercus bicolor Swamp White Oak 11-1f" 16 31 299 4784 Ornamental Tree Cercis conadensis Eastern Redbud 6-7' Ht. 6 17 124 744 Ornamental Tree Corpus florida Flowering Dogwood 6-7' Ht. 5 17 124 620 Screening Evergreen Cryptomeria japonica Cryptomeria 4-5' Ht. 8 25 123 984 TOTAL SF: 21004 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 3: 165 LF / 50 = 3 REQUIRED: 3 LARGE TREES OR 6 LARGE TREES TOTAL PROVIDED: 4 LARGE TREES, 8 LARGE TREES TOTAL PRIVATE ROAD C: 200 LF / 50 = 64 REQUIRED: 4 LARGE TREES OR 8 LARGE TREES TOTAL PROVIDED: 4 LARGE TREES, 10 LARGE TREES TOTAL NOTES: 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the 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. LANDSCAPING WITHIN THE SIGHT DISTANCE TRIANGLE (ALL TREES ALONG BOTH SIDES OF THE MULTI —USE PATH ALONG THE PROFFIT ROAD FRONTAGE) SHALL BE MAINTAINED IN AREA BETWEEN 2 & 7 FEET ABOVEGROUND EOP SHIMP ENGINEERIN G2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM QP / V .—S�P Y 45183 ZL V,p ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 FILE NO. i ME LANDSCAPE PLAN SHEET C9 OF 16 Not to Scale C9 �axl•■n■a�ne�� r�+� � _III M trrNINEMll ' � � _ ■snnnl:a:�m i_amala�sl ' _ - Fes• �I� LeT.-7_GT� ��!— ii �!�—_■IMwP!!1!■� !_�— _ I`IiwY1Ml�li�tiiiV� -- _ - a3i�— ■! ■I■��— _ . ._, !�—I�IWWWS� 1EEIIIF-�, tef �_vianela—�•e.:n�i■n� LeT.7iT�— - ■! ■I■��'' l��ll \�tl�ldyc717c7_tl•■ C-Fi— I A -- � ■! ■I■�� !�—II.II— ' - ElEEEW [_� - F+>•i5�lylr>f■_ ` -' - - �L34iiU1P•IE!!l.�i� Se3a�Ir�T—r0001 -0 -ice -- EN _ Mil EN E�MMMMEEEEE Mll I-- - _Mll Mll _ ■■ 11 1 11 1 1 11 1 11 1 11 1 11 1 11 1 . 11 1 )STORM SEWER PROFILE Al —A6 0 HORZ: 1"=20'VERT: 1"=10' ' �® '' alR� 2 •L� !J - �••• �S•• :�• �- • 1001 _ IF�� ,1001 IN�. 1001 ■ �� 1001 ■ ��17!I r- - � ■ �4 ■ - 1 1 11 1 11 2 SANITARY SEWER PROFILE Z5—Z5a 10 HORZ: 1"=20'VERT: 1"=10' 535 _ _.- _ • - _ • EI sm MMMEEEEE MEN ■ __�■■ ■ — _ e i u ■� :i• • ■i`4 , ■ C1 515 _ _ 1 1 •• / SANITARY SEWER PROFILE Z4—Z4a 1 HORZ: 1"=20'VERT: 1"=10' 53 52 52 51 `NI rn ::mom -� M■�_II�RL�J—_ Mom_! to ElNIL�—_ mid__ 1011i7 mom__ _9 NINE -EN -� I •IEEE _�_-�_ EEE ElEE MMEEEEE ��— IEEE MMEEEEE r_��msa �wrftw:EIIIIIIMMEEEEE ©• ll�g© ■■■ MMEEEEE ■/�i_ IMEEMEEIMmim ■■Yl MMEEEEE •• 6?�_ •MMEEEEE_ ■1■■■■■IC�_ ■■■ WATER MAIN PROFILE ON ROAD A 1 HORZ: 1"=20'VERT: 1"=10' Z4b w • n�i rya �� ■�M �_ 10+50 11+00 5 SANITARY SEWER PROFILE Z4—Z4b 1 HORZ: 1"=20'VERT: 1"=10' 535 530 525 520 515 • ■. � ININ IN IN ..� ■�� ■- ny■,.,m��uarr�r� ■�� �. -- ��'!!a_ lid _•� J , � \ � ■�� .�� ■■tip Li ElEEEM ■ •I� _�IIIIIAMMEEE �_ El EEEEEI� -__ ____MMMEEEEE El El El M _— ■■■■M MMMEEEEE El _ 1 1• 1 • 01 1 10 • Vt. IIIIIIII �■ � �� : ram..,_ r.'r� �� - �_ —�__ —_ ice_ IZ•� _ �■■ � �—ice i� i� Imo• :� ■INNE! �. �■ �r� . Ci•� - Gi G� �N . IMEIGNMENEW �_ _.ar Ci•� � F STORM SEWER PROFILE A9—A9C 1 HORZ: 1"=20'VERT: 1"=10' z NINE ■■■�� �� - •sue ' NINE■■r 1 - . _�NININEEIII. �mi • ' • •O IIII Mll • -12 S IN S1« • •_ • _ _- •• • • :• ee NINE - • ■ 1 1 11 1 1 11 1 6 )WATER MAIN PROFILE ON ROAD B (;1 n HORZ: 1"=20'VERT: 1"=10' rill ifi - - Fdti•YiY�1tH 7\•7�E�R�`���/S71Ti•� © .I r _ ii— � • Ir—I— �li�C � _— _ �■■��a��3Lii�7!!:�!)■7■'�_ R.1S1r.,7RY�i•lL•tilifilY�-�9 . � � i■■ ©��Y�Fir�ti NINNIES IN L, —Lr�l■L�� IN • B��i]�� IN 1 11 1 1 11 1 11 STORM SEWER PROFILE A7—All C10 HORZ: 1"=20'VERT: 1"=10' ■■■■-_�I UE110EMEN ElEEEW NINE - P..1_■!J■I. . Imo_ •-• • • •• • • •• • •• • •• :1O WATER MAIN PROFILE ON ROAD C ;l HORZ: 1"=20' VERT: 1"=10' SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OF 0 � H v JUS M.-SAIMP Y N . 45183 �o ,II7ZI L� e"SSIONAL Cl ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 FILE NO. UTILITY PROFILES SHEET C10 OF 16 g MC-4500 10 HORZ: 1"=20' VERT: 1 "=10' clo 14W 538 534 \ STATE- ROUTE 649 � — 35�hA H — --- — / / 390' INTERSECTION SIGHT � DISTANCE RIGHT N \ POLE p0L DISTANCE TO MOUBRY LANE N o I 9. � � ^ � — — — — — — — — — _ — — — 532 01 HEIGHT HEIGHT OF 540 540 535 RADEEX. 535 RABE EX. GRADE 530 530 592p5 525 59 S1U+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+OU0 \ \ \ I cv 1 Li �O 0 0 -L 1 1 538 -- �L � 538— \--�/ Co—� _—_ \ \\ v ANc ui \ \ O \ N N � 528 - \� Jam/ 0o � - m/ z2 m �1 (D 4k W o1 Scale: 1 "=20' n.» DISTANCE TO MOUBRY LANE STATE, ROUTE 649 i i i MOUBRY LANE SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OF 0 � H v JUS M.-SAIMP Y N . 45183 �o ,II7ZI L� 1 e"SSlONAL tiNG ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH N 60 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 FILE NO. 18.041 INTERSECTION SIGHT DISTANCE PLAN & PROFILE SHEET C11 OF 16 Cil • �III 1:101 IN .- U 1 PVI STA. 11+21.25 3 ROAD C PROFILE C11 HORZ: 1"=20' VERT: 1 "=10' - ,�Yiltii7 IIEtmol� .� 9 ONE GARAG'IL :� • -- mg ._lam FFE •• TWO- ELINIT tIIL - I�1 • ''� �0.i• I •TiLT•�mms I� ���I-_ I , nl • .GARA* •i��i� `•i 1 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 20 40 60 I p-- I ROAD A A -A Scale: 1 "=20' as in 1.�-=. •7 . IS MIN zo 0 20 ao 60 z Scale: 1 "=20' OAD B B_B 1 I �_ �m�w- iIi k oil Scale- 1"=20' O O NIA N + M Q W HJ ! n W > > as PVI STA. o o Wh + M Q W HJ N W > > as 10+35.00 O 'q� 00 mN + M > HJ (nW > > dW PVI O 600 O + M > HJ (nW > > dW STA. 11+00.00 O �0 CoN 0 + M > HJ W NW > > dd PVI STA. O L� uj0 h0 > J N > > 0-0- 11+72.00 540 540 535 GRIII 11 535 S - 530 C 530 525 525 n ' Co N 5?1 � u 5 +00 10+50 11+00 11+50 12+Q30 2 ROAD B PROFILE C11 HORZ: 1"=20' VERT: 1"=10' 2.00' 8 SPACE .o e o \ 8.00' \ O. 1 16.0 "NO PARKING Q — BOLLARDS ISO m o a, . / ♦ o \ \ V \ \ I o < ' 50 �> / / 10t "NO PARKING"� 150 I —r I I 5' CON SIDEWALK, (FYP. a . i .a ♦ EW 3U! .ACSA'tSM 1, �' ," — — _ 0 RKING" ,2 ai O CG-9 i NO PARKING o \ _ — 0 0 0 13+d3.8 \ A \ 1350 �6 \ 13+0 \ N NEW 20' PRIVATE p M—E 12+50 0 `'e 1 00� N 0 1+ a c \♦. _ TEH�SWM ES LE \ / PRIVATE ROA'Q�II t9 O(y A Scale: 1 "=20' WIN o o)u) + MN j M M W Q J H W N H H > > a IPVI PVI O NM 00 N + ifJ N_ W Q J H W V1 U U > > STA. 13+00.09-a ELEV. 526.51 25.00VC 1000.00SD o N+ ul W Q J H W N H H > > am PVI STA. 11+70.00 PVI ELEV. 529.76 37.00VC 466.04SD o O + 0 �_ W Q J H W N U U > > m o_ O 0 Om� Nn M + M + ul 0 0 W Q W Q J H J H W N W N H H U U > > > > P1R-STA. 11+95'00 PVI ELEV. 532 86 14.06VC 246.99SD 1 540 540 535 rRAnF 535 ------------ 530 530 ------------- ------------------ 525 525 520 520 Co O 0 .4 M u] u] 0 u] u] ul ul 514 11 55 +00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+ d5 1 ROAD A PROFILE C11 HORZ: 1`20' VERT: 1 "=10' mp ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OF 0 � H v JUS M.-SAIMP Y N . 45183 �o ,II7ZI L� 1 e"SSlONAL tiNG ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 FILE NO 18.041 ROAD PROFILES & SECTIONS SHEET C12 OF 16 C12 FRAME & COVER T HALE PIPE CffiIPUW,: ,VED OR APPROVED 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 I' TYPE •N" -( AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS w NON -PAVED AREA SOFT CO PER FOR USE ON ATTACKM SINGLE FAMILT INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE J Z SLOPED AREA RESIDENTIAL SERN,:ES OR DUAL �'Un'E%TIAL AND IRRIGATION NEFACE, Q LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE ME TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED ... TO THE MANHOLE. 1'-0" MAX 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 3000 PSI CONIC. BASE 2'-0" BE CONNECTED USING A PIPE SADDLE. NOTE NO SAE.TE- nTm, y 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% BENCH SLOPED TO FLOW 4 (1/4" PER FOOT) 1 CHANNEL 1 /4" : 1' MIN RUBBER COATED STEEL L E ,, E STEPS CAST IN PLACE 3-0 MIN R I• COMPRESSION . 3/4' MALE PPE CLXJPUNC 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN _ 0 PRECAST REINFORCED OR APPROVED EQUAL DIAMETER OF 4". 1,11110111111 CONCRETE SECTIONS 12"- MIN "0" RING SEALS A 16" MAX I" TWE k' sGFTCOPPER 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. „ BRANCH MINIMUM ELEVATION Qj 12 y I I ~ DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FuY LSE ON UETALME[. 9N6LE FAMILY SALT j� 2\ �`-/ FROM INLET TO OUTLET RMEESIIFTCENT k�SERVICE MERE AN 1"IGATIUN TREATED , SHALL BE 0.20 FEET. 2 x 4 FINISHED GROUND CONCRETE VARIES MARKER o 2 DEPTH OF FLOW FILLETS SINGLE SERVICE CHANNEL TO BE 3/4 DIAMETER OF N �s�DDIEs SHALL RE uSEU (A PVC. 1�E CONTRIBUTING -- '=-i__ ° CAST IRON UP, SEWER. a a. q A 12 _ FIN12HO GRADE A FILLETED INVERT FOR A SMOOTH G ff NOTE: TRANSITION OF FLOW BETWEEN 2-s FLEXIBLE CONNECTION INLET &OUTLET PIPE SHALL BE NA1N f NETER HALL WITH STAINLESS STEEL ALL CONNECTIONS TO PROVIDED. MIN. 6" BEDDING °"LET BAND EXISTING MANHOLES SHALL NOTE W/ N0. 68 STONE E y' 76, MN ouTtefl' ' GGPPEasETTEn w BE CORED AND A FLEXIBLE PLUG END OF CONNECTION " BOOT " 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE aENG CObPUNC 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 . •, 45'0 0 EXTENDED OR NON -EXTENDED BASES.;: 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED LaaPaa4nw sraP ?; r; Sb �Y, _"; NEC RY TYPICAL MANHOLE PLAN INSIDE AND OUT. :•_ ? = . '.`• SAND OR ]UST WCER 4' OIAMCIER DRAIN PPE BOX AND SETTER (2CHis i:y:'e., tr: , .i :�r �f LONG STONE POCKET. V OT SHOWING BRANCH TIE - IN TYPICAL MANHOLE SECTION -•,, , MINIMUM TMpN�1�E_ 2Dx ND 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 NTS FIG. W-6A VARIES up TD-27 TD-25 1 ACSA: TYPICAL MH TIE N PLAN VIEW 3 ACSA: TYP. MANHOLE SECTION BRANCH TIE-IN 5 ACSA: TYP. SERVICE LATERAL INSTALLATION SEWER SERVICE LATERAL CONNECTION C1 3 NOT TO SCALE C13 NOT TO SCALE C13 NOT TO SCALE N.T.S. FIG. S-2 SHIMP TD-33 �- PLACE 5' GALVANIZED WITNESS "POST 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 ENGINEERING 2. TO HIGHWAY DEPARTMENT APPROVAL. NDTEI MIN. 60" DIAMETER MANHOLE REQUIRED, • LAND PLANNING - PROJECT MANAGEMENT C13 NOT TO SCALE O q FINI5HED GRADE M.H. STEP ITYP.) q DROP MANHOLE PVC CROSS v� ° a., 8. INITIAL BACKFILL 24" N 116" 912 E. HIGH ST. 434.227.5140 USE APPROVED FLEXIBLE RUBBER y q 2" q BDDT. MIN MIN. CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o= BEDDING 8 STONE `' I I I I ADJUSTABLE TRAFFIC RATED 0 " 6' GASKETED STOP COUPLING o *STABLE SOIL ROCK VALVE VALVE BOX W/ LID o - 27 * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL T z DROP PIPE PIPE STRAPS STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND NOTE: HYDRANT MUST BE > ° ° (STAINLESS STEEL) - THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF EQUIPPED WITH CHARLOTTES - O� SPACED EVERY 2' VERTICALLY #68 STONE. VILLE THREADS WHICH IS q 7;':s" 90' RESTRAINED BEND THE LOCAL STANDARD. �1 O U �imj 9 I�'� ]LJS M.-S SEWER ' INFLUENT FOUNDATION IN POOR SOIL UNDER -CUT CONDITION LENGTH OF BRANCH VARIES MIN 2' TO 10' N .45183 A PIPE q MAIN (270') ( O l a SEWER 18"-22" S N SIONAL ti G PIPE ALVE BOX 7 CU. FT. y--- M.J. GATE VALVE PLAN 4' I INITIAL BACKFILL 4MI #68 STONE UNSTABLE a" a" a" s'• SOIL _ MIN. MIN. _ _ MIN MIN. #68 STONE - - MIN, 6' BEDDING WITH N0, 68 STONE GRANULAR FILL AS :.-' . -- -- - -_ - -==- APPROVED BY ACSA _'1;�= ::;.t., GATE 6 42"MIN �:. ; ;•,' VALVE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO �ABLESOIL,OR B„ x 6" '•"ll�.' ROAD PLAN ROCV JIABLE'5DIL OR ROC\ 'I (2) FEET. �., TEE P RO F F IT ROAD J, 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 r •. . . °• .° ^ �� :+" :.. .., T , L_iAt�- THE DROPFITTINGWITH STANDARD GASKET JOINT. NOTE BASE AND THRUST ..1 e1:°1'Ie. •.!'-. BLOCK AGAINST TOWNHOMES SOUTH t 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 IMF _ STAINLESS STEEL. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED SOIL. STEEL PILE ' ' • _ P.S.I. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT ABOVE THE INITIAL BACKFILL. RESTRAINED JOINT FITTINGS 2500 TO SPRING LINE OF MANHOLE INVERT. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. WHEN THE SOIL IS DISTURBED OR WHEN _ CONCRETE n 2'x 2' BEARING AREA. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED A HYDRANT IS LOCATED IN A FILL, IN ADDITION ALBEMARLE COUNTY, VIRGINIA THRUST BLOCK 4 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. TO POURING CONCRETE, A STEEL PILE SHALL - o IN THE TRENCH. BE USED AS ADDITIONAL SUPPORT. SUBMISSION: - 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. a 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 2021.OT.O1 • 4 .. A TWO 8" DIAMETER DROP CONNECTIONS. DUCTILE IRON WATER NOTE STANDARD INTERNAL DROP CONNECTION PIPE INSTALLATION & BEDDING 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. N.T.S. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT N-ITE IN REMOTE AH`.EAS. VALVE BOXES SHALL EXTEND SIX 6) INCHES ABOVE GRADE ( FIG. S-1-C2 NTS FIG. W-2 ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. TD-30 TD-2 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. TYPICAL GATE VALVE IS NOTIN THE DITCH. 4 ACSA. INTERNAL DROP CONNECTION 6 ACSA: DIP INSTALLATION 5.IFIRE HYD ANTSWSDHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF NITS REQUIRED TO BE IN WET AREASTHE WEEP HOLES SHALL BE , FIG. W-5 C13 NOT TO SCALE C13 NOT TO SCALE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. FILE NO. 18.041 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL 2 ACSA: GATE VALVE TYP. ACSA DETAILS N.T.S. C13 NOT TO SCALE FIG. W-4 TD-8 SHEET C13 OF 16 g ACSA: FIRE HYDRANT ASSEMBLY C13 NOT TO SCALE 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 N TS FIG. S-3 1�ACSA: SEWER PIPE INSTALLATION (TYP.) C14 NOT TO SCALE L I ; I (RADIUS TO BE AS A-1 vSTREET APPROACH SAME SWFACING I ROADWAY GENERAL NOTES SHOWN ON PI Di AS MANLINE 19E NOTE 61 C C I _ _ _ _ _ _ _ } _ 1. WHEN CG-w R USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DEsKRED IN ACCORDAIIC� NTH I (RADIUS TO WE AS AASHTO PpUCY AND THE APPL)I lE REQUIREMENTS RAID& CCNBNAIDN SHOWN 01N PLANS) OF RDAD SNN MAAJ&. NMUBNC SKIN CURB AND CUTTER (RAEIENT D6TTASEILE IET / CG-6 (SE NC1E 71 2. WHEN THE ENTRANCE RADA CANNOT ACCOMWOOATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE DEPM FOR SDEWAK & CURB RAMPS iE THE SDEWAK I CM NOTE D I N F pp1DNA WITHIN LOTS OF RADISHOULD BE INCREASED TO 7•. e- 6NN Row LEE 3. WHEN USED IN CONJUNCTION WITH STANDARD CC-3 -'" ---- OR CG-7, THE CUM FACE ON THIS STANDARD IS TO E%PMISDN I ENPMFSDN BE A0,01 D TO LATCH THE MOUNT CURB JOINT '� JOINT CONFIGURATION. 'A' 4. SEE STMDMD CC-12 FOR CURB WIMP DESIGN TO BE NOTE WIDTH 'B` 2'-b' OR M YMYRIK ROADWAY USED IIIIII THIS STANDARD. SHOWN ON "TIC& SECTION. A-J 5. OPTION& FILMIE MAY REQUIRE WARPING OF A PLAN VIEW PORTKN OF GUTTER TO PRECLUDE READING OF WATER. ENTRANCE NOTES MAINLINE ROADWAY SLOPE S. PLANS ME TO EDUCATE WHEN CONSTRUCTION OF A ROW IO'PARABOLIC GAVE LINE IS REQUIRED TO PROVIDE POSTIVE MANAGE ACROSS OPTION& OF GLOW OL4 OR a i MAC SLOPE CHANGE ® -0N THE ENTRANCE. ). MAINLINE PAVEMENT SHALL BE CONSTRICTED TO THE V R/W LINE (EXCEPT MY SLBQROM STA NUZATDN MARINE ROADWAY - - - - - - - - - - - - REQIWRD FOR MAINLINE PAVEMENT WHICH CM BE Bx MAX. D EMITTED IN THE ENTRANCE.) SLOPE CHANGE ® B. RADAL CAB OR CO604ATKN CURB AND GUTTER ID SNAIL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXEPT POR RERIRYEHi RIPOSES. 20-MIII&IM AB FOR 9. THE DESIRLE AND LIAIBY PENTRANCE GRADE CHANGES 5. MIN. COLRERCIA FOR •0- ISLE LISTED N THE ALOWABLE ENTRANCE GRADE TALE. THESE V&US ME NOT APPLICABLE TO STREET ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES B Wil /i cuss AT .:. .., ••. ••' .:. , O.E.S.) .i. '�•' CONCRETE SECTION C-C RE«'GRE� METHOD OF TREATMENT - CONNECTION FOR STREET INTER: S02 MID COMMERCIAL ENTRAN VRGMA DEPAATIENT OF TRA SPORTATIM ENTRANCE VOLUME GRADE GRANGE 'D" pE51R/BLE MMEBAI (PHI MOE THAT 1500 VPD 0 i 3 i LEOIN soo-Isoo vvo s a x a x Low LESS TRIM 500 VPD 16 i e x NOW ALPRAR.L LNIHAUL HXAR IAILL C MI MPIICABLE TO STREET CONNECTIONS VDOT: METHOD OF TREATMENT NOT TO SCALE 15-1 < NOTES' SHARING OF MANHOLE AND INLET DIVERTS IN AGCONDMCE WITH THIS DRAWING B TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP MET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH MPLICMBLE STANDARD OR SPECUL DRAWING THE INVERT SOUPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS AS OR CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN NAMEMR AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SH&L SE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SH&L REMAIN EXPOSED. DETALS OF INVERT SHAPING AS SHOWN HEREON ME FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INOIVIOUALY TO BEST FIT THE PARTICULAR INLET AND OUTLET -SLOPE TO DRAN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO MAIN I • WERT T RIPE PLAN METHOD OF TREATMENT IN MANHOLES `VDOT SPECIFICATION ROAD AND STANDARDS STDS STANDARD METHOD OF SHAPING REFERENCE SHIIT,�, DAre MANHOLE & INLET INVERTS 302 ,OBOB VIRBNA DEPARTMENT OF TRANSPORTATION 3 MANHUL C14 NOT TO SCALE STNOND Po-{ PAY LIE FOR NET b-7.7A 78 r_r_____NOTES- I.�J • L APRON 5 TO SE CONSTRICTED TO A DEPTH OF r-0" FN BACK SLOPE BCE OF NET (EFT. NN -� RDApWAv SUE, THE DEPTH R TO BE Y-b' OR TO B�'T Terra i 1 ilE SHOULDER ELEVATION, WHICHEVER IS LESSER. I 2. ATERNAM METHODS OF AICHORIW MOLE RON . GULL BE ACCEPTANCE F APPROVED BY M ENGINEER. 3. COLLAR AND DATE ME TO BE 6AVABSO IN ACCO EAN E WITH THE SPECFICATDRS. 4. OUTSIDE q!VfrNS OF MAN ME To BE B� 1 DELI AI 5. ALL CONCRETE b TO BE CLASS AJ. L­ 6. e. SMOOTHLY YTCH 6 UT ER TRWH GIR D 5 TIE O $Y]DMY INTO HITTER. ARCH ET GRADE D TO BE ELEVATED M IELESSIRI' TO MEET fRWE L_L_____J _J ELEVATION. )- QUANTITIES SHOWN ME BASED ON DEPTH H 9-_ p PAT L!( FOR INLET B. THE NOWT OF CONCRETE OSPU® BY PIPES '@ .. 6taTFGOTIED DERNDEOTMXR F0E T DIFFERENCE R PADD OR WUA--0- BM A SIIBTRKT PIHELENT AS SHOWN. W 4• C-C 4 ISI B d 9. SEE STADARD O-7 O-)A AND 0-lS FOR DETALS AND OIIENRaNS WT s11DLN HEREON. g1CH uOp6 IO. GRATE & D PMA LO_ ME TOOT1E DITCH FLOW. FLOW MY ILL BE 84M5•-4" Blpg 9 3' OAEIEP • e" C-C. a TEO' . ( r i WEEP X APPRO%MOTE QUANTITIES6{zr-o• BARS III-0ITYPJ CLASS AS PEREaRCDNG • e" G-F 6 RFOD CONGETE STEEL I a. Os NS. •, T: r= 4.Op1 BO e^ 3"r e• PKwELENT PER FOOT OF DEPTH 00.O.M2 CU. YES. 4.4• CONCRETE TO BE AWED WHEN DOUBLE GUTTER IS REOD..!W2 CU. YIDS SECTION A -A GREW MEAs AT ENDS OF PIPES F - IN 2• DIAMETER SOD STEEL NJ'-8" BARS C ME TO BE SEINED Liv�p- I XTRA STRONG BM w 0.66 LSSJFT. • B" C-C, W PEO'0, BY WE.. TEFL RK . OAT LBS./R, = C016TRICTION WELD wET.D r.p•r-U'•Pa' JOINT B Yi' % 4^ }' L Y'x2•% �J \V VJIF. i 4- S-0'. 4^ CCOFMCTOP�} • I EB T BF DPLIFD �/ \ Y e• L Y/'%N/i'k/^ L 3^%T%Wo," 7 EAN END OF Eld! PPE. SECTION B-B SECTION C-C DETAIL A ALTERNATE DETAIL A ONCE" STANDARD DI-7, 7A OR 7B WITH FLUME CONNECTIONn ROM AND BRIDGE STANDARDS 12" TO .TB" POE REWSKM DATE SHEET 3 OF 3 vRW4A DVMTAENE OF TRAL9PO TAM DA.24 �VDOT: STD. MEDIAN DROP INLET (DI-7) C14 NOT TO SCALE 4E STA1DARM SL IFOR MPLICAI I' OF SAFETY SLABS. B TRW Ip COVER r NOTE FRAME 6 COVER I TE TOP OF MASONRY IS TG WE LEFT IMAJISIENTLY F C TO PERM FREER ODJlRi1ENi E MOVER ND FR OR i0 GRAM BY THE USE O MORTAR 0R NKCH AS DIRECTED BY THE ENMIEER. •44 • GAETER = 4 • a". (2 . W&L THCKNSS) SECTION B-8 BRICK CONCRETE OR CONCRETE BLOCK 45- HALF PLAN VIEW /TB J HALF SECTION A -A IWITH FRAE AND COVER REMOVED BRICK CONCRETE NOTES, 1. DUMMIES SHOWN M FOR MAWgLE WITHOUT PPES. THE AMOUNT MPLACEO BY PIPES MUST BE DEDUCTED 10 MAN TRUE OUMT"E5. 2 COMASE MPUTING C'�ONCCRETE OSS OFWIIAH1I1E560 IN 3. INCREMENTS TO BE WEED FOR EACH WDIIIOAL TOOT OF DEPTH. 4. MATENAS MAY BE BRCK.CONCRETC M APPROVED CONCRETE MANHOLE SLAM. S THICKNESS ME SAAME0M TOMINIMUM'. T"HCKSS ME xCONFORM ON&LTTHIKNESHOM CONCRETE. 6.&L CONCRETE TO WE CLASS U. 7. WIMN IIED ON PLANS INVERT 66 l0 BE S"MIDD NM ACCORDANCE WITH STANDARD S-L THE COST O FURNRWNG AND PLACED A.I. MATERIALS ACDENTA 10 THE PRICE Tpq iK S11?UCT RE.. A THE END SPECIFICATION `VDOT REFERENCEMANHOLE FOR 12" - 48" PIPE CULVERTS ROM AND BRIDGE STADIRDg M2 VRGNA DEPARTMENT O TRANSPORTATION REGSM) DATE SHEET I W 3 0./20 106.0T TAKE OF GMAITMIES DEPTH MICK MMHME CONCRETE M NHME OAK% I CONCRETEvMOS CU. FEET iHDUSINDs N. YARDS CU. YARDS 6.)e5 7" Iw3T 5 0.10 IN, 6 0.9 0.7 1961 ) .7 R2 e 1.2 .) 2. 9 0J65 2.1.7 )0 N L6 U6 0. SG09 11 070 3A55 12 2.2 019970 70 .eU U 2.5 0.970 ! Dp A 2.0 0 p70 ..511 6 31 7 ..903 R 3A .) M 4.0 1,1) 603 NCNAENT 045 0.582 VDOT: STD MH FRAME & COVER NOT TO SCALE CG-6 NOTES: 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE. 4000 PBS IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RAID& COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SLOP SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A R OF THE VOOT ROAD DESIGN MANI 6" r"r D D D D , D _ THE BOTTOM OF THE CURB AND CUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 8- I 2'-0' SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF T' IS MANTANEO. THIS AREA MAY SE CONCRETE AT THE ORION OF THE CONTRACTOR "°12 COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 6 VDOT: CG-6 C14 NOT TO SCALE DI-3A, 39, 3C EOINT X KEYED E%PMSION .DINT 3'-10" FOR DETALS OF INLET JOINT BARS D U' APPROACH FRAME L COVER CONST. BACK OF SIOEWAK JOINT (GUTTER SEE STANDARD IC-2. i BM G j" DUMP BARS c 4 - 2"m� currE 0� 0 m, 7' 'BARS c 6' 6" a 1" BM C - SUBBASE 1' MI5 F BARS B n = <2 CLOTH z BARS F WEEP HOLE. SEE NOTE e -------------------------- -STEPS.'SE NOTE 5 2..p.. 3.- .. 4., 6' MIN. PLAN SECTION A- A �A 10' MAX. KEYED CONST. JOINT L-VARIABLE - MAX. 20' Y-1 GUTTED 2L_J-0" B• 2•-6•• �R V. 3•.p• 2•• GUTTER OR$ A MPROACH 2_ NGUTTER I - b _ - BARS G I E _r__ �B ryyA��/\/1/, BASF BASE r w I Y�3" DIAMETER BARS E WEEP HOLE FRONT ELEVATION EMS F a•• ,•-e•• W. BARS B (GUTTER REMOVED) 3'-0.. ' I 5X/ BENT PLATE SECTION B-B R TYPE A NOSE DETAIL SH&L BE USED WITH CG-3 & CG-7 STANDARDS.< L2Vi'X21/i'%I/4" TYPE B NOSE DETAILSH&L BE USED WITH CO-2 & CG-6 STANDARDS. c TYPE A G&vANRED TYPE B /2" X 4" STUD SHEAR CONNECTOR WELDED G&VMIZED PLATE FOR TYPE A TO BE BENT ON M ANGLE OF 68.30' TO ANGLE IRON AT 2-C-C. CONNECTORS AND IS TO BE ANCHORED WITH /2' % 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C. 2' APR. PAVEMENT DI-3A L✓_ DI-38 L DI-3C L _ - WARPED PAVEMENT FLOW FLOW 1 0 /6yrLTY• 1 1 1 DETAIL WHEN USED FOR USE ON GRWES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRIC& NVDOT STANDARD CURB DROP INLET sREFEIENCE ROOD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 1 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - B' zss 104.09 OB/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 3D2 ��Ii 11 NII`� �VDOT: STD CURB DROP INLET(8c DI-3C) C14 NOT TO SCALE SCE STADARM SL-I FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MI NOTE= 1 FRAME 6 COVER I TVE SLIFFITOP OF 4A501WRY 15 TO BE LEFT L M I� MJMT NTLY LOW COVER PERMIT F PREFER GADRJbETBrNTHEFIICSEVOF MORTAROROER TO BRICK AS DIRECTED BY THE ENGINEER. ST-I J_ 8�A • DIAMETER=P-8"4(2 . WA THICKNESS) h SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45- HALF PLAN VIEW B HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES' 1. QUANTITIES SHOWN ME FOR MAHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU.YAR05 CU. YARDS A 0.5 0,]85 ! 437 5 OJ OJ85 1.699 8 0.9 0.785 1,961 7 LO 0.735 2.223 6 1.2 1J85 2,485 9 IA 0J85 2.747 D 1.6 D.785 3.009 11 1.9 0.970 3.455 12 2.2 0.270 3.817 13 2.5 DAM PH 2.8 0,970 4.511 15 ig 490 16 3A Op70 5.265 17 4.0 ,.P3 6032 INCREMENT 1 0.45 10.582 OBTAIN TRIE QUANTITIES. 2,A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDEO FOR EACH ADDITIONAL FOOT OF DEPTH, 4, MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK 5.IF BLOCKS ME USED THE MMUM THICKNESS OF SAME IS TO BE 5' OTHER THCRE55E5 ME TO CONFORM TO WAL THICKNESS SHOWN FOR CONCRETE. S. ALL CONCRETE TO BE CLASS M, ).WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHARED IN ACCORDANCE WITH STANDARD 15-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHARING 15 TO BE INCLUDED IN THE BD PRICE FOR THE STRUCTURE. sPE..Inr+na' xv= °ENE'-Ea:.E MANHOLE FOR 12" - 4811 PIPE CULVERTS ROM AD BRIDGE STNDAOS 302 VIRGINIA DEPARTMENT OF TRMSPORrAYON REVISION DATE SHEET 1 GE 3 04/20 108.01 VDOT: MH-1 DETAIL NUI IU SUALL ♦-:A1 :i•Ii :'A NOTE 4 IT - Go-2 NOTES. L THIS ITEM MAY BE PRECAST OR CAST N RACE. ZCONCRETE TO BE CLASS Al F CAST N PLACE. 4000 PIR F PRECAST. 3. CWNG )LIUS PR EONG FWE OF CUM) WL BEAD FOR RADIAL CET. OR LEWURE_ _ 4. THE URN aF CURB MAY SE REDUCED M WON M 3` NS" DEPTH OR MCREOUAS 3"ASED M CH (2r DEPIM INORDER THAT THE BOTTOM OF CURB WILL CONCEDE NTH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTIERIME THE DEPTH IS TO BE W AB SEWN. NO AMMSTMENI N THE PRICE w 6 70 E MADE FOR A DECREASE OR AN IMMERSE N DEPM R &CG-2 6 10 SE USED ON ROADWAYS MEETAG iNE REFTLG-8 M DN APPENDIX A 0" THE VIxT ROAD DESIGN ANNUAL. BASE Tat -_ STANDARD 6" CURB VRCNA DEPARTMENT OF TRAfISEORTAIDN 4ON, VDOT: CG-2 NOT TO SCALE Face of Curb Invert Line Lef! Edge of IBPavement I r QathaSceC 2 match �•8=•� R-la" /.5' �� Roadway Slope • I � A A A A A �,'- WP•o'�-p WD p'.-C, LLL 0 0 _ --_-- 1- •Z•� R-1.P5' -- BNy�dp.y�'A�„ tea" �' Rlbbon Curb y )' F/CTtl if 4.V ANM. RO!!t0D Curb FIGURE B(1)-13w CURB AND GUTTER DETAILS 10 VDOT: ROLL TOP CURB & RIBBON CURB C1 4 ) NOT TO SCALE SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OF 0 � H v JUS M.-SAIMP Y N . 45183 L� 1 �`rSIONAL 'H' ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 FILE NO. 1 , I VDOT & ACSA DETAILS II SHEET C14 OF 16 C14 1" COMPRESSION x 3/4- MALE PIPE COUPLING OR APPROVED EQUAL 0 1" TYPE "K-- SOFT COPPER FOR USE ATTACHED SINGLE FAMILY T RESDENIAL SERVICES OR DUAL RESNNRAL AND IRRIGATION SERVICES. 1'N1'x1' TEE O O NOTE NO SWEATED RTDNGS Y DUAL SERVICE R 1' COMPRESSION x 31V MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE 'K' SOFT COPPER FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL MERE AN IRRIGARON METER IS NOTT PROVIDED. SINGLE SERVICE NO E 1) SADDLES SHALL BE USED ON PVC PIE. CAST IRON UD FINISHED GRADE 12--15- LOCKNNG METER BALL yAL Box (INI� A OUTLET) 36, MIN. CWPERSEIIER 1/8 BEND 111.1 NC� Ds METER 4;Z mac.:= +j BRICK CORPORADON STOP :3YFT^, NECESSARY - :c .a SAND OR DUST UNDER 'i '•"L`':Ps DIAMETER GRAIN PIPE LONG SINE POI4' BOX AND SETTER (2-INCH !ia ;e!` 'T.-. i .'v 4j tit'?i SPEC. 203. NO. 57 AGGREGATE MINIMUM THICKNESS) r':* �.:i..-i'ti ;:_���.� .i TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 ACSA:5/8" & 1" WATER METER INSTALLATION NOT TO SCALE CC-12 A •5 DOWELS. 8" LONG ""`7 PERMISSIBLE -� AT 1T CC S'MN. CNSTRUCTION SVn; _ 12:1 NAM. QQQ 12+1 MAX 4- 12:1 MAX =4: RAMP RAMP JII WITH BUFFER STRIP 1� (SEE TABLET (SEE TABLE) TRANSITION GUTTER PAN SLOPE TRARSTION GLITTER PAR SLOPE TO 20:1 THROUGH RAMP LENGTH 5' MIN TO ZOO THROUGH RAMP LMA LENGTH GUTTER PAN XRLUM SLOPE 20:1 777= sTO" Mw _� SHAIPETo MATCH FACE WITHOUT BUFFER STRIP OF ROADWAY CURB BACK OF CURB 4 : t 20-1 4 ,1 EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT N"� LARDING 4BI UAx 2 SECTION A -A LAMDNG 0IMAIL aorc RL DETECTABLE WARNING SURFACE PERMISSIBLE CURB - CONSTRUCTION JOINT CROSSWALK ' T AIv4 $� R SECTION B-B oks CONCRETE CURB NOTES ONE DIRECTION ONE DIRECTION 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. WITHOUT BUFFER STRIP WITH BUFFER STRIP SEE SHEET IOF 5, 2i THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS O THE SLOPE. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING. I���7',�1 4. DIAGONAL PLACEMENT IS NOT PERMITTED. TYPE B PARALLEL APPLICATION ROADWAY GRACE INPERCENT MI RAMP LENGTH IN FEET 4" CURB 1 6" CURB 0 4 16 1 5 7 2 5 B 3 6 1 9 4 6 12 5 10 15 6 is 1 15 \V EDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 204J03 04/19 ILK CROSSWALK CoxcrrctE CROSSWALK TWO DIRECTIONS SMALLER RADII TWO WITHOUT BUFFER STRIP COPY OF THE ORIGINAL SEALED AMID SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFAL CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT 0° TRANSPORTATION VDOT: CG-12 TYPE B NOT TO SCALE ARGER RADII STRIP SPECIFICATION REFERENCE *5 502 504 GROUND ELEVATION 52E STONE TOP 525 CHAMBER ROW TOP 524 '2 EASTNO PAVEEENT _I EXISTING PAVEMENT PROPOSED PAVEMENT WIDENING PROPOSED PAVEMENT WIDENING . PROPOSED ASPHALT 1122'L' PROPOSED ASPHALT CONCRETE SURFAC� COURSE CONCRETE SURFACE COURSE 6/yB MINIMUMyyEEMSNIMUM MINIMUM 165 IE/ye' zzzzz S EwN�SETPNG R E 3" OFW2 T TO A BENC11 JOINT INCHESMAND REMOVE MATERIAL 0 TOP OF EIOSTONG EE7XpS5 �RD' AGGREGATE. PAAVEMpIT pRppp3E PROPOSED PAVEMENT LAYERS ASPHALT TALK COAT PAVLMENFf PAV PIENT LAYERS REQUIRED ASPHALT TACK COAT REWIRED GNTGI EES LIMIER I IAGdEEALYERAEXISTING AGR r St1BCRADE SLRGRAOE PAVEMENT CONSTRUCTION JOINT DETAIL PAVEMENT CONSTRUCTION JOINT DETAIL (EXISTING PAVEMENT OVER 6" IN DEPTH) (EXISTING PAVEMENT LESS THAN 6" IN DEPTH) 40RAWM NOT TO SCALE) (DRAWING NOT TO SCALE) END OVERLAY NOTES: MN MO- L WHEN THE PAVEMENT DESIGN IS GREATER N DEPTH THAN THE DEPTH OF THE EXISTING PAVEMENT. SUBSURFACE DRAINAGE MAY BE REQUIRED BY THE ENGMFER. ggTAPERED END MUST 2. OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETAILS. ENOIEEER VED BY Y 3. PAVEMEENT ABUTS CONSTRUCTION xXIISSTTING PAVEMENT. SHILL BE PROVIDED AT ALL LOCATIONS WHERE NEW 4. THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED TO THE SUBGRADE NO COMPACTED 5PER VDOT SPECIFICATIONS.SEER �TtALEWITH IOTION 5. SURFACE OF WIDENING AREA SHALL BE FLUSH THE SURFACE OF EXISTING PAVEMENT dON T PRIOR TO OVERLAY. IPAVEMENTI 6. MILLING OF NEW AND EXISTING PAVEMENT MAY BE REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT CROSS-SLCPE AND PAVEMENT DRAINAGE. 7. OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AMID EXISTING PAVEMENT WITH A MINIMUM OF I65 LBS/SO YD Of ASPHALT CONCRETE TO A PONT AT LEAST 10O FEET BEFORE AND AFTER SEE CONSTRUCTION THE LIMITS OF WIDENING. JOINT DETAIL 8. ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRIPE THE WORM 201E AS REQUIRED TO ACHIEVE A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER. PC 9. FINAL TRANSVERSE PAVEMENT TE-N SMALL CONFORM TO TIE (IONS SYENTS Di SECTION NGA 10 EtTR KINTEDGE IN A EXCEPT THAT NT JOINTS AT ENTS F SECTO SHALL BE TESTED USING A TI NS..wERED D STRI/01NTE0(E N ACCOROANLE WITH liE REOUEIENTS dF SECTION 3M.07C0> Oi THE SPECFICA710N5.BEAPPROVEDBYST TIE YMtIAT10f1 FROM TTE TESTING EDGE OF THE SjjItRNGHTEDGE BETWEEN ANY TWO CONTACT POMS ENGPEER WITH THE PAVEMENT SURFACE SMALL NOT EXCEEDD 1/4'. 0- 10. PAVEMENT WIDENING PERFORMED UNDER A VDOT LAND USE PERMIT SHALL HAVE A PAVEMENT DESGN BEGIN OVERLAY PROVIDED BY TIE PEAINTTEE AD APPROVED BY THE MATERIALS ENGINEER. PLAN VIEW WRIM NG MDT TO SCALE) CG-12-NS PAVEMENT WIDENING VIRGINIA DEPARTMENT OF TRANSPORTATON VDOT: ASPHALT PAVEMENT WIDENING NUI IU SUALE EXAMPLE BLENDED TRANSITION (NOT FOR USE IN NEW CONSTRUCTION FOR RETROFIT OR ALTERATIONS ONLY) DETECTABLE w DASHED LINE EXAMPLE CUT PATTERN NOTES EXAMPLE RADIAL INSTALLATION SPEC IFICATION REFERENCE 315 i LOCATIONS WHERE THE MTEC7MLE WARNING CANNOT BE INSTALLED WITH 2' 3-DETECTABLE A MAXIMUM 2" OFFSET FROM THE BACK OFCURB SHALL HAVE A RADIUS TO WARNING PANEL MATCH RADIUS OF THE CLIMB. DETECTABLE WARNING PANELS SHALL HAVE A 2'. YDETECTABLE FACTORY RADIUS OR IF APPROVED BY THE ENGINEER MAY BE FIELD MODIFIED 2'. 4'DETECTABLE WARNIND PANEL /WARNNG PANEL 2, AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB JOINTS BETWEEN DETECTABLE WARNING PANELS SHALL BE FACTORY EDGES. :.. 'yU • T 4� � ' CUT SIDES OF PANELS ARE NOT PERMITTED TO ABUT ADJACENT PANELS. �' 3. AICNAENT OF DOMES ON ADJACENT PANELS THAT WILL BE MODIFIED TO / FIT A RADIUS SHALL BE MAINTAINED WHEN FIELD MODIFYING DETECTABLE ' IN,�, ` WARNING PANELS. -Ni 4. DETECTABLE WARNING PANEL SIZES SHOWN ARE FOR EXAMPLE i I PURPOSES. OTHER PANEL SIZES MAY BE USED IN ORDER TO MAINTAIN �17 FACTORY EDGE TO 5. CONSISTENT ALIGNMENT OF THE DOMES FOR EACH CURB RAMP LOCATION. BLENDED TRANSITION CURB RAMPS ARE FOR ALTERATION SITUATIONS DASHED LINE JJJ i FACTORY EDGE WHERE STANDARD DIRECTIONAL CURB RAMPS ARE HOT FEASIBLE DUE 70 SIIE EXAMPLE CUT CONSTRAINTS, BLENDED TRANSITION CURB RAMPS ARE NOT PERMITTED PATTERN VL 2'+ YDEIECTABLE FOR NEW CONSTRUCTION WARNING PANEL 6. PARTIAL DETECTABLE WARNING DOMES THAT ARE THE RESULT OF CUTTING PANELS SHOULD BE GROUND FLUSH WITH THE PANEL SURFACE. 7. GARS BETWEEN ADJACENT DETECTABLE WARNING PANELS ARE NOT PERMITTED. B. SEE PLANS FOR CROSSWALK MARKNCS, TURNING AREAS. ROUTE WIDTHS, GRADE CHANCES,ANO RAMP CONFIGURATIONS. XVCJOT A COPY OF THE ORIGINAL SEALED AND S "EO DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 2 OF 2 REVISION DATE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS 50z 2105 D407 NEW OVI9 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 6�VDOT: CG-12 METHOD OF INSTALLATION C1 5 NOT TO SCALE A6 -A11 /7nCVKITUr7TIi` anlT KInKI_%AlnWG7KI (G7nTCVTIIG7 A7 CO-12 GENERAL NOTES: L THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS Of SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS APPROVED PRODUCT LIST NUMBER 72. 3 WITH RAMP SLOPING OR SIDES USING PERMISSIBLE RAMP A CONSTRUCTION JOINT REQUIRED BARS. 4. REWIRED BARS ARE TO BE No % B" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF 111E RAMP FLOOR.MID-0EPTN OF RAMP FLOOR. MINIMUM CONCRETE COVER 1'/i'. S. ROADWAY CURB / CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ME USED I CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH, 7, DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF TIE CURB RAMP LANDING FLOOR B. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEMSTMAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS. CROP INLETS, ETC. 9. RAMPS MAY BE PLACED ON RADIAL OR IANGENTIAL SECTIONS PROVIDED THAT THE CURD OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB, K). DETECTABLE WARNING SURFACE PANELS SHALL BE NSTALLEO FLUSH WITH THE BACK OF CURB. 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE MIECIABLE WARMING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD-MODIfIED 45 RECOMMENDED BY THE MANUFACTURER TO NATO" THE BACK OF CURB. SEE CC-12-INS PAGES 204.06 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCITES. AREA N SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA N SQUARE YARDS) EACH O THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. SIDE WICK RAMP 12:1 MAX ` 48:1 MAX 0.LRY 3� 10:1 MAX TYPE A PERPENDICULAR t!! MIN=TYPE B PARALLEL AND 204 07 FOR METHODS OF MST ALLMG DETECTABLE WARNINGS ON A RADIUS 4. MIN AT 2" NIGHER THAN EDGE bF PAVEMENT AT X: X ,SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME 1 .6"-2.4" C-C d I 0 0 0 0 0 I L m O O O O O O O 0 0 O 0 O O O O D D O 0 0 0 0 0 0 0 LANDING RAMP U O O O O D O 0 0 0 0 0 0 0 0 0 c Y 0 0 0 0 0 O O O O O O O O O O IN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 502 65X OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' I DETECTIBLE WARNING c AT BACK Of CURB W'-1 I VARIABLE FULL WIDTH OF RAMP FLOOR I SEE NOTE I1. BASE MAMETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VD0T A COPY OF DE ORIGINAL SEALED MO SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIMATION REFERENCE MAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) IDS 502 20401 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 5D4 VDOT: CG-12 GENERAL NOTES NOT TO SCALE 4 A; 4" - 3,000 PSI CONCRETE <, 4' 0000000000000000I 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION 1.� NOT TO SCALE 1.5" OF SM-9.5A 2" OF BM-25 0000000000000000 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION NOT TO SCALE 11' AROUND ALL STONE LA v v 18" ADS N-12 YENS MANIFOLD INSPECTION POR- Tf rROl 1.30' 2. 0F #3 STONE ()w 0SH I MC-4 TYP. ERDRAIN INV. 517.50' ORATOR R W )0' 6" U 5' #3 STO8.33' STOr FT_ L 24" SUMP 24" SUMP 1o)MC-4500 DETAIL C15/ JND ELEV. 528.05' lE TOP 525.80' \TOR ROW TOP 524.80' TOR BOTTOM 519.8' 1BER BOTTOM 519.5' IE BOTTOM 517.50' 1.5 2 A PERMISSIBLE COINSTRUCTION S. `x5 DOWEL. 8" LONG 0 12' C-C "l-TRANSITION GUTTER PAN SLOPE TR.WSITION GUTTETO 20:t THROUGH RAMP LENGTH R PAN SLOPE A CUTTER PAN MAXIMUM SLOPE 201 TO 20+1 THROUGH RAMP LENGTH 8`0.' Mn, BACK OF F2t���� 20=1 rMI". SECTION A -A PERMISSIBLE CONSTRUCTION DINT SECTION B-B NOTES: 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE.SEE SHEET POP S. 2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING W (VIDE, REOOIRED AT TOP OF CURB RAMP. MINIMUM! CURB RAM LENGTH 8 FEET FOR NEW CONSTRUCTION. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 2D:T AT THE RAMP OPENING. 4, DIAGONAL PLACEMENT IS NOT PERMITTED. LL=11=J1=1_ ISi iI=11xyJL%IL_ 0 TYPE A WITH BUFFER STRIP EXAMPLE INSTALLATION METHODS SEE PLANS FOR LAYOUT 11) �J YJJ G �¢ N N 0 =m P � L TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK IFICATKDN A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. ERENGE CG-12 DETECTABLE WARNING SURFACE ,Ds TYPE A (PERPENDICULAR) APPLICATION 502 VIR MA DEPARTMENT F TRANSPORTATION SN GI DEP ME 0 �VDOT: CG-12 TYPE A C15 )NOT TO SCALE ASP 1-3C TOP 525.77 100-YR WSE 524.68 10-YR WISE 523.27 WEIR TOP 523.40 a 2-YR WSE 521.23 C� 24x5.511 ORIFICE 1-YR WSE 520.86 INV. 520.90 a ,d 2.2" ORIFICE INV. 516.72 -PROVIDE A TRASH RACK FOR THIS ORIFICE 9 WEIR WALL DETAIL C1 5 ) NOT TO SCALE 117-8 NOPAHKINU LEGEND- GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND - WHITE (RETROREFL) "Reduce spacing 50%. 'See page 6-31. ***Seepage 6-2 faFa(row design. 11 HC PARKING SIGNAGE C15 /NOT TO SCALE RM c 1MNASEMINE A B C B E F G N J R L 12 1 0 1 375 1 .438 Is iBB 3 1D TOM 1.5 M 9 375 .433 225 20 I TSB 2493 S7B4 15 PARKING APRICATIDN DIRECTIONAL APPICATION COLORS LEGEND -GREEN IRETRORERECTWE) OR BLACK COLORS LEGEND -WHITE (RETROREftECTNE) BAOKGMUNO-WLN1E (RETRORERECINE) BIACKG==-BLUE (RETROREFLECIIVE) CC-12 TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK (WITH BUFFER STRIP) VDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 5 04119 204.02 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM OF 0 � H v JUS M.-SAIMP Y N . 45183 �o ZI � L� �`rSIONAL tiNG ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 FILE NO. SITE DETAILS i�itilfi■I SHEET C15 OF 16 Cl 5 Page 6H48 September 2019 Lane Closure Operation with Temporary Traffic Barrier i (Figure TTC-20. NOTES Guidance: 1. See Table 6H-5, page 6H-6, for recommended spacing of advance warning signs. 2. SHOULDER CLOSED (W21-5a) signs should be used on Limited -Access Highways where there is no opportunityfor disabled vehicles to pull off the roadway (see Figure TTC-6). 3. When closinga lae, a PCMS should be used in advance of the first g sign tf all of the left aid signs cannot be installed .2 4. If drivers cannot see a pull -off area beyond the closed shoulder, information regarding the length of the shoulder closure should beprovided in feet or miles, as appropriate. 5. An emergency pull-offarea should he 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) 0-35 1 36+ Location Spacing 11 Speed Limit (mph) Location Spacing Speed Limit (mph) 0-35 36+ Transition 1 20' 1 40' 11 Tmvelway 40' 80' Construction Access 1 80' 120' Construction access spacing may be increased to this distance, but shall not exceed one access per % mile. k-For taper lengths, see TTC-191 9. See Table 611-6 for barrier transition flare rate.' When the barrier transition flare' is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line flare. 10. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fixed object attachment. Is. Where cut slope exists bury barrier into cut slope and provide for drainage as needed. P rY P P 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 g 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 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. Option: 13. The barrier shown in this typical application is an example of one method that may be used to close a shoulder and lane2 on a lone -term project. 14. Long-term transvere rumble strips may be installed to enhance the work zone see Chapter 6F, Section 6F� 99 paragraph 12 and 13 for installation guidance and spacing. 1: Revision 1 - 4/1/2015 2: Revision 2 - 7/1/2018 September 2019 Lane Closure Operation with Temporary Traffic Barrier' (Figure TTC-20.2) END ROAD WORK b" LINE BEGINNING AT ANGLE BREAK OF BARRIER 8" LINE 61=1=1111ID6S SEE NOT 1-7�=IIIl:.•Is31 SEE - NOTE 1 y BE I �E _ NOTE R4-V7L NKEEP SEE _ DOTE 1 RIGHT uxE aosrD xEAD SEE NOTE 1 ROAD WORK AHEAD t: Revm::n t-4/t/21115 2: Revisinn z - 7/121118 Page 6H-09 ROAD KWORK G20-2 IV) 500+ BARRIER PANELS SEE NOTE 11 BARRIER DELINEATOR SEE NOTE 11 ' TYPE B WARNING LIGHT SEE NOTE 11 BARRIER PANELS SEE NOTE 11 y/1 BARRIER DELINEATOR SEE NOTE 11 GROUP 2 CHANNELIZING DEVICES SEE NOTE 7 ERADICATE 2D0' OF EXISTING PAVEMENT MARKING PCMS - SEE NOTE 3- -GUARDRAIL SEE NOTE 11 LAIMBER UMINATED FLASHING ARROW TYPE*1; SEE NOTE 3 ULDERTAPER ell W4-2R ice--- OPTIONAL LONG-TERM TRANSVERSE O RUMBLE STRIPS unE Exos SEE NOTE 14�, i KEAGE W9-2L LEH 4HUD: W9-3R ROAD i WORK AHEAD > W20-1 Page 611-14 September 2019 September 2019 Page 6H-15 Typical Traffic Control Stationary Operation on a Shoulder Stationary Operation on a Shoulder (Figure TTC-4.2) (Figure TTC-4 2) NOTES 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 (W21-5601), RIGHT SHOULDER CLOSED (W21-5all)% even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed. G20-2 (V) Guidance 2. Sign spacing should be 130W-1500' for Limited Access highways. For all other roadways, the sign ± spacing should be 500'400' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. 80'_ 120' lion: 3. The SHOULDER WORK (W21-5) sign on an intersecting madway may be omitted where drivers SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 10 cr emerging from that madway will encounter another advance warning sign prior to this activity area. 4. For short duration operations of 60 minutes or less, all signs and channelizina devices may be eliminated if a vehicle with activated high -intensity amber rotating, flashing, or' oscillating lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating, tights. ILLUMINATED FLASHING 6. Taper length (L) shall be at the following: AMBER (CAUTION MODE) O TYPE B OR C Taper Length L Speed Lim rah Lane Width Feet Speed Limit rah Lane Width Feat Remarks 9 10 11 12 12 9 10 11 12 25 95 105 115 125 L-VW/60 50 450 495 540 585 630 500 550 600 650 700 550 605 660 1 715 1 770 600 660 720 1 780 1 840 L=SW L= SW L=SW 1 L=SW 1 L=SW 30 135 150 1 165 180 L=S'W/60 55 35 185 205 225 245 L=S' /60 60 40 240 270 295 320 L=S'W/60 65 45 1 405 1 450 1 495 1 540 L=SW 1 70 Limited Access highways shall use a 1000' merging taper regardless of the posted speed, for shifting taper see Table 6H.22 Shoulder Taper = % L Minimum SEE NOTE 9 A • • • SEE NOTE 6 • CHANNELIZING DEVICES SPACING SEE NOTE 7 1 7. Channelizing device spacing shall be at the following: Channelizing Device Spacing �i JCC IYV ICL RIGHT SHOULDER W21-5aR CLOSED SEE NOTE 2 Location Spacing Speed Limit mph Location Spacing Speed Limit mph Location Spacing Speed Limit mph 0-35 36+ 0.35 36+ 0.35 36+ Tmnskion 20' 40' Travehva 40' 80' 'Construction Access 80' 120' *Construction access spacingmaybe increased to this distance, but shall not exceed one access per Y4 mile. 8. On roadways with paved shoulders having a width of 8 feet or more, chmmelizing devices shall be g RIGHT used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain y SHOULDER CLOSED W21-5bR within the traveled way. AHEAD 9. The buffer space length shall be as shown in Table 611-3 on Page 611-5 for the posted speed limit. SEE NOTE 2 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 I ROAD operations with a duration greater than 60 minutes. WORK W 20-1 11. When a side road intersects the highway within the temporary traffic control zone, additional traffic HEAD control devices shall be placed as needed. 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 l: Revision 1 - 4/12015 2: Revision 2 - 9/1/2019 Page 6H-54 September 2019 September 2019 Page 6H-55 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) (Figure TTC-23.2) �� ardHv Guidance: x9oa >-T avow 1. Sign spacing distance should be 351Y--500' where the posted speed limit is 45 mph or less, and 50V-800' Otl3HV where the posted speed limit is greater than 45 mph. <avow 3NY 3N0 2. Care should be exercised when establishing the limits of the work zone to unsure maximum possible sight anxr distance in advance of the flagger station and transition, based on the posted speed limit and at least Sala equal to orgreater than the values in Table 6H-3. Generally speaking, motorists should have a clear line nssns ofsightfrom the graphicjlagger symbol sign to theflagger. d01S Oi _--------- 3. To maintain efficient traffic flow in a flagging operation on a two-lane roadway, the maximum time 03wtld3Nd motorists should be stopped at a flagger station is 8 minutes for high volume roadways (average daily 38 -ATmm RonoxwoRK G20-2 (v) traffic of500 or more vehicles per day) to a maximum of /2 minutes for low volume roadways (less than)500 vehiclesper day). For additional information see Section 6E.07.2• 1 - 5ee + Standard: �•- R o 4. Portable Temporary Runde Strips (PTRS) shall be used as noted in Section 6F.99. s s s 't:'z sa1DN a3 00 50' - 100' NOIIVIS 11300N13 0 5. Flagging stations shall be located tar enough in advance of the works ace to permit approaching o g>p g P p PP g BUFFER traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for , o � SEE TABLE 6H-3 denariinP traffic in the left lane to retrrrn to the right lane before reaehinP nnnnainn la traffic ve Table 61f3 on Page 611-5). e e - - e 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 6H-0 on Page 6H-6.' PTRS SPACING (CENTER TO CENTER) POSTED/STATUTORY SPEED LIMIT N's 80'-120' S40 MPH 10 FEET 41-55 MPH 15 FEET >55MPH 20 FEET 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating tight shag r� be parked 80'-120' in advance of the first work crew. SHADOW VEHICLE /ion: PTRS REQUIRED SEE NOTE 4 BUFFER 8. A SLOW (W21-V ] O) si m' maybe required in this area to five advance warning of f the operation ahead SEE TABLE 6H-3 by slowingapproaching traffic 'or to reaching the flu station or queued traffic. -PP g--ins �g�' q 50' -100' Guidance. • FLAGGER STATION 9. If the queue of traffic reaches the BE PREPARED TO STOP (W3-4) sign then the signs, and if used the • SEE NOTES 2, 3, 5 & 6 PTRS' should be readjusted at greater distances. 01 ) - SEE DOS 10. When a highway -rail crossin exists within or cream o the transition area and it is anticipated that w NOTE 1 S � f Pe • 0 queues resulting om the lane closure might extend through the highway -rail ode crossin the ■ 9 8fr 8 8Sr & z w20a temporary traffic control zone should be extended so that the transition area precedes the highway -rail w SEE crossing (see Figure TTC-56for additional information on highway -rail crossings).NOTE t BE Standard: PREPARED TO STOP SEE NOTE 1d 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). ROADWAY ///� NOTe 1 O CENTER LINE aWrru 2V NOT 6 Option: smra SEE NOTE 15 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet PTRS SEE AHEAD or less. SEE NOTE 4 & 14 NOTE11 NE uxE ROAD W20-4 13. For low -volume situations with short work zones on straight roadways where the flagger is visible to road SEE AHEAD users approaching from both directions, a single flagger- positioned m be visible m mad users approaching NOTE 1 ROAD from both direction may be used (see Chapter 6E). WORK W20-1 Standard:' HEAD 14. Whe-n-u-s-edD, three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20- V26) sign shall also be utilized. 1: Revision 1- 41112015 1: Revision 1- 4/12015 2: Revision 2 - 922019 2: Revision 2 - 9/1/2019 Maintenace of Traffic: TTC 20.2 & 23.2 to be used during entrance installation. TTC 4.2 to be used for multi -use path installation. SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM OF 0 � H U JUS M.-SAIMP a . N7 45183 v o� C1 S N s I ti O NAL ROAD PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.01 FILE NO. MAINTENANCE OF TRAFFIC SHEET C16 OF 16 C16