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HomeMy WebLinkAboutSDP202100008 Plan - Revision 2021-09-10LEGEND EXISTING NEW 10 10 1.00' 10 12 311.5 xT 311.5 TC xT 311.5 T W x T 311.5 BW xT O O O (a) q Oq DESCRIPTION boundaries BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACANT PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT site text NOTES PARKING COUNT DIMENIONS ground GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT EVELVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS building BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING material CONCRETE/PAVEMENT-SIDEWALK RIPRAP ASPHALT GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE FENCE STREAM utility UTILITY EASEMENT UTILITY POLE LIGHT POLE OVERHEAD UTILITY MANHOLE sanitary & sewer STORM LINE ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT STORM SEWER EASEMENT SEWER LINE SANITARY EASEMENT water WATER LINE WATER METER WATER VALVE AND BOX FIRE HYDRANT WATER EASEMENT gas GAS LINE FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH OWNER/DEVELOPER Albemarle Land Development LLC 1949 Northside Drive Charlottesville, VA 22911 ZONING R15 - Residential per ZMA 201800019. See proffers Sheet C2. SETBACKS Front: Minimum 5 it from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way Maximum 25 tt from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way Side: Minimum 5 it, 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 DB 5301 PG 396 (20' Sanitary Easement) DB 5521 PG 240 (20' Drainage Easement) SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. (April 15, 2019) w/ topography provided by Axis Geospatial, LLC (March 14, 2019) BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 4, 2005 (Community Panel 51003CO285D) this property does not lie in a floodplain RESERVOIR WATERSHED This site is within the Powell Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 10. Due to required distances from lot lines and structures as required by the NFPA, underground propane tanks may be prohibited. Plan accordingly. GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backfiow prevention is required for all connections to the water main. ACSA GENERAL WATER & SEWER CONDITIONS 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. the contractor will be responsible for notifying the proper ACSA officials at the start of the work. 2. The Albemarle County Service Authority shall have access to use the airspace above the locations of construction for the flight of unmanned aerial vehicles for the purpose of imagery collection. 3. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown are only approximately correct. the contractor shall, on his own initiative, locate all underground lines and structures, as necessary. 4. All materials and construction shall comply with the current edition of the general water and sewer construction specifications, as adopted by the ACSA. 5. Datum for all elevations shown in national geodetic survey. 6. The contractor shall be responsible for notifying miss utility (1-800-552-7001). 7. All water and sewer pipes shall have a minimum of three and a half (3.5) feet of cover measured from the top of pipe, over the centerline of pipe. this includes all fire hydrant lines, service laterals and water lines, etc. 8. All water and sewer appurtenances are to be located outside of roadside ditches. 9. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 10. Trees are not permitted in the ACSA easement. 11. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (senate bill 3874 which amends the safe drinking water act). 12. The sewer lateral beyond the connection at the sewer main shall be private. the sewer lateral stub -out shall undergo the ACSA low-pressure air test to satisfy county testing requirements. visual inspection of the sewer lateral stub -out shall be witnessed by the county building inspections department. this inspection shall occur under an "other plumbing" permit which must be obtained by the contractor. 13. The sewer lateral beyond the connection at a manhole shall be private. visual inspection and pressure testing of the sewer lateral shall be witnessed by the county building inspections department. this inspection shall occur under an "other plumbing" permit which must be obtained by the contractor. 14. The fire sprinkler main downstream of the gate valve is private. visual inspection and testing of the fire sprinkler main downstream of the gate valve shall be witnessed by the county building inspections department. this inspection shall occur under an "other plumbing" permit which must be obtained by the contractor. 15. all flushing of fire sprinkler mains shall not occur until approval is given by the ACSA. BUILDING HEIGHTS Maximum Allowable: 65 it Maximum Proposed: 30 it EXISTING USE Single Family Dwelling PROPOSED USE 40 Single Family Attached Dwelling Units, 13.6 DUA Maximum Disturbed Area: 3.32 acres LAND USE SCHEDULE (Does not include right-of-way dedication area) EXISTING Area % Building 2,458 SF 1.9% Travelway 7,244 SF 5.7% Managed Turf/Woods 118,416 SF 92.4% Total= 128,118 SF (2.94 ac.) PROPOSED Area o� 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 (lot 2-7 and lot 9-40)+ 19 one car garage units (lot 22-40) + 21 (2) car garages (lot 1-15, & lot 16-21) 108 parking spaces provided' SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County and/or the Charlottesville residency office Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notifyand coordinate all work involving existing utilities with utility owners at least 72 hours prior to the start of 9 9 tY � construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional requirements and permits for demolition projects. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. ITE Trip Generation ITETripGen, 10th Edition AM PM Use Description ITE Qty in out Total in out Total Multifamily Housing (Low -Rise) 220 40 Units 7 17 24 17 11 28 Trip Generation reflects AM and PM peak hour traffic. TAX MAP 32, PARCEL 35 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE: 1"=1000' 1 AIRPORT CENTER q„uw rRd . 0 E y c LuD,o t„ t f Airport Road Auto Center 's05 DEERWOOD a Q �0 SITE Ad iF �u•r�wooev PvM y,r Walgreens9 proff;,n, SPRINGFIELD A 8 1 N G T 0 N PLACE The UPS Store Q +a Fed Target 9 0 }- a' Food Lion f FOREST RIDGE Tlmberwood Grill 1521 FOREST LAKES &31 Map provided by Google.com SHEETINDEX C1 COVER C2 PROFFERS C3 EXISTING CONDITIONS C4 EXISTING CONDITIONS C5 SITE PLAN C6 UTILITY PLAN C7 GRADING PLAN C8 GRADING & UTILITIES C9 INTERSECTION SIGHT DISTANCE PLAN & PROFILES C10 UTILITY PROFILES C11 ROAD PROFILES C12 LANDSCAPE PLAN C13 ACSA DETAILS C14 VDOT & ACSA DETAILS C15 SITE, VDOT & ACSA DETAILS C16 MAINTENANCE OF TRAFFIC APPROVALS Current Development Planner Date Current Development Engineer Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date J SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM IV HMP�ra . 5183 � i ZI �w� 0 A G F S 11 S E Incur FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 2021.09.10 o to 0 oNOo COVER MEM1211:1gel 00aRJ 18.041 C1 a Original Proffers 7C"i. Multi -Family: Off street parking serving multi -family structures shall be OWNER:Ij ° - i —I ° ° y . " -,-j p , IF ° _: relegated to the side or rear of buildings s Albemarle Land Development LLC s adjacent to Pr ffi Amendment �, � � pp °., -. , - g g l o t Road and shall i IF, be accessed from the internal road network. p i - ° . p ° '� ° • Residential Units: A maximum of forty (40) dwelling units shall -be built on PROFFER STATEMENT property. = = a ° I , - a.. AND CthelCountyEEthe property TRANSPORTATION record, its sol,�1o, °�I B Albemarle ° Upon demand INTERCONNECTED by y. marle Land Development LLC t. 2. ZMA Number: 2018-00019 y` expense, adeed or other instrument (collective) The "deed" establishing an acces;l`:.= ❑,. I" i i y. ) g ,4 IF TItle: LLC Member easement for the purpose of providing interparcel interconnectivity. The access easemer J� Tax Map and Parcel Number: 03200-00-00-03500 » shall be for the benefit of Tax Parcel 03200-00-00-029D0 and Tax Parcel 046B4-00 00 ` ° ° „ Tax Map and Parcel Number:03200-00-00-03500 Owner: Albemarle Land Development o7_`, 005AO and its owners and users and shall be located to provide access from Tax Parcel " °L 03200-00-00-03500 to any future road on Tax Parcel 03200-00-00-029DO or Tax Parcel ',rul 9 - ---. Before e deed recorded, property owner and theCounty ounty Date of Proffer Signature: June Z6, 2019 046B40000005A0Bfthe dd idd th ° � -� ° � _ shall agree to the terrtls of the deeds fn lu fng,the agSess-e emenc it location, width,, and Rezone 3.198 acres from R-1 to R-1 S „ maintenance.- I ]I, i, - �a f - ALBEMARLE LAND DEVELOPMENT LLC, is the owner (the "Owner") of Tax Map and - _ . : °' p in Parcel Number 03200-00-00-03500 (the Property) which is the subject of rezoning application ` ZMA No. 2018-00019, a project known as "3226 Proffit Road" (the "Project"). - -- e Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemai l- i ` ` ' o I ° - ° • _ I in County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be ° I p, IF - ICI ,.11= applied to the Property if ZMA 2018-00019 is approved. These conditions are proffered as a partIn of the requested rezoning and the Owner acknowledges that the conditions are reasonable. Each , 71 A g . � .� I I I° signatory below signing on behalf of the Owner covenants and warrants that they are an g II : 1` °a, �, • ; ,, w�° authorized signatory of the Owner for this Proffer Statement.' �,_;. • ° I _ �, - ;q. f r 1. CONCEPT PLAN: The property shall be developed in general accord with the plan5 ° titled "Zoning Map Concept Plan 3226 Proffit Road" (the "concept plan") prepared by Shim Engineering P.C., dated December 17, 201R and last revised June 24, 2019 and IF P g g ,il.-�. e�. - •°I `,I . _ ° `� ° �� e , �', °ti 1a ,I r'��.� shall reflect the following major elements as shown and noted on the plans: ° ° • r of the first subdivision �� e .°ja 8 ��r'•n• _ • Right of Wav Dedication: Concurrent with recordation�. _ °, °�, I° °_ „ Ila ., ' � I • _ `t6r „ 1. plat of the parcel, the property owner shall dedicate a portion of the propprt _ o` a, �; V along Proffit Road, as shown on the concept plan, to,public right of way. ;: ° .o°, o = - °in - - ro • Right of Wav Improvements: Within 120 days of issuance of certificate°a'i ee occupancy of the 20` dwelling unit on the property, the owner shall provide a IF improvements within the right of way dedication in accordance with the "Right of ° p L Way Dedication Section" shown on the concept plan.°° �" o _ Parkins Standards: .ail °I and Single Family Aitached. The front fa ode P ° ° - i. Stnsle Famtly Detached a E � I . ° �,c io' ° - o' ' of single family detached and single family attached units shall face Proffit Road. No individual lot driveway shall enter directly onto Prof( °Q ll a,° Road; drivewa s shall l only enter onto the internal road network. - e t °1 �� , a - - - ° °',, y y . _ 3L= lu 1 .'s _ -�.� _ - Ro , I:�� ILT t',. ^ ° °°° o�.sJ ��,��. u0 u-T•il• _•.e1 �I d ° f °° ff 'h�,° -'� ° a - `:`o, - �� iara���� �. . . 'o _ - �€ pµ d ,1 7.z �o-�- F,;�u o - ram- ��_" 1 'v . _ . , ^ice e .a o ` gt ° °r� °7 H �`oo. p°, p °z�� `�+- mod° �oL° a x; f�`� 0 d 6 d °7 ° Jl .� ,e � S e° °���a °°coo dp- . q o J° � '`�.` °�� . � '' i s o'e `1. N " °. ° .l I API- �• s .00 o a ..•o r `°, `e e °° . . .. The undersigned Owner hereby proffers tha£ tt emgvand development of the Property shall be in SHIMP ENGINEERIN 32. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM conformance with the proffers and conditions herein above. This document shall supersede all eNo. 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 toall future ro ert successors of the land.p p y WITNESS the following signature: Albem le L d Dle4loptWit LLC;; By. �I COMMONWEALTH OF VIRGINIA� 6i4-YICOUNTY OF 41be a-l-let to e-I The foregoing instrument was acknowledged before me this 41ay of JGeafe, 2019 by Albemarle Land Development LLC. My Commission expires: Mare 31 aDaO 2"e" E - rNotary Public P U, yG Barbara U. Chumley NOTARY PUBLIC or x Commonwealth of Virginia Reg. N187406 My Commission Expires March 31, 2020 FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 2021.09.10 o to 0 oNOo PROFFERS 18.041 C2 Z ► \ __ v / 532 � V L - / 534 -----� \ y28 -\ ��-------- \� c,,cs ❑\ Dense Trees \ ► v \ 530 a \ 530 \ 536 / / \ 536 _ - - - - _ / �N 0 \\ ► / 530— \ \ \ \ TEL — — \ GV PED I \\ \ \ 10 o ,OLE � � OHU — OHU —I- OHU — OHU — OHU — OHU — OHU — OHU — OHU — OHU — HU — ,� POLE N — — — — — — OHU— OHU— OHU OHU— OHU— L`r' g�U , — 1L1L _ _ \ / POLE \ ` \ � I \ \ %,, \' II - 526 LO 526,9SCk ON .6 8 o 0 --- \ / !jF P°2 08"E 411U c c„ \ FO ND � 2 � FOUND v v J�� $G 456. %\ \ \ \ c) \ I \ \ \ % /0 N WELL TBR \ h C T.M. 4 4-5A EX. 8" DI S p�. ROBERT G. PETCHEL & \ \ \ \i \ c \ DI SA-f- 524 KATHLEE 0. PETCHEL \ D.B. 296-686 D.B. 1685 1152Al2 PLAT \ \ \ % � \ -9:B_10.69 28 & 29 PLAT \ D.B. 9 -443 PLAT \ I \ \ \\ \ % a EX. GRA%VETBR DRIVEWAY X N� Z NED R1 \ \ \ \ \ / _ ) I / SLEE ESTE 0 ul \ \ I \ \ \ \ \ I J 532 I I LQ I00 EX. BUILDING TO BE REMOVED \ 1 1 o N, EX. WM T s z 1 \ BE REMOVED c \ rABANDON \ C 61c' 4j�/ \ \\ NANTCON I 1 \\ I 1 1 1 N I 1 lip CP Q 8" DI SAN E\X. 8" DI S \ EX. 6' DI SAN -- Q' \� Q _ 1 p- z 52\ v!v A I\L\\ �70 ALBEMARLE -AND DEVELOPMENT, LIBTREES TBR \I Zrm D.B,,254-160 D.B. 1,794-107 \ D.B. 439 185 PLAT \ \ QTRES D.B. 51154-753 TBRl�• iJJ "" T.M. 32-29D CHRISMAPLE E GROVE URCH \\ \ \ T.M. 32-35�� \ N 5 I 3.20 ACRES \ �, 1 ALBEMARLE'CAN1 DEVELOPMENT, LLC r' m'C) D.B. 2303-626, I \ D.B. 5'�86-296 � m m Z D.C. 630 THRU 633 PLAT _ .0 I I 1 \ r D.B. 1406-131 PLAT ,N �) D B ZONED 1R15 Lam\ cs I o o Y \ o I 1\ -� D.B. 1011-131 PLAT D.B. 781-200� D.B. 294-5�P5 PLAT I / \ \ 0 p \ \ ZONE j`R1 \ SI\ V` 9 E0P\ O \ \ /0 CP \ / \ N / - 524 ��``'++�� 01 n \ 0 — — — _ \ REES TBR — _/k / I 11 9 oI ► Dense �Tree I I l - 52A IRON - - - - - - / \ I FOUND - - - � g� I ELN 526 S27°59'12"W 338.89' - - - - - - J / °'m \ ni I 1 ---I- - -- N - - - - ---- - -528- - - - - - - � \ \ \ N 1 cr / -NO 521, _ _ w - I 1 ► cn NEXCLU 530 ANDSIVE RIGHT 0 8 - / - — / EESS . 505-615) - - - - - 152 1 1 0 IRON 144.69 EX. GRAVEL DRIVEWA TBR \\ 1 / o� 530 SET S26°08'59"W 169.50' I CI° 1 I 01 �y'2 /i� N I Dense Trees ® - 530 — RFOUND o I \ SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �r I VST4T� . HIMP Y . 5183 � 0 ��`rSln�r.r ECG FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 2021.09.10 g2g p 11 - - - - - - - - - - 532 r - .532 � o to 0 oNOo 18.041 EXISTING CONDITIONS \ I \ SHEET C3 OF 16 I 000'20 0 20 01 0 1 60 \� Scale: 1"=20' C 3 g1c, / EXISTIN \ SANITARY PIPE p \ Z / 1 0/ N / / 52a \ \ ^._.. 01 Brush rnQa Q 530 I �_ 1,C) MISTING 20' UTILITY EASEMENT 61 \ - -0-N� \ \ — — _ I m \ \ POLE rn XISTING SANITARY MANHOLE Qd S2g� s rn Q� / I EstesPk-2 b 526 Q- 526, \ \ \ IRO � \ Dense Trees FOUND \ `� / / 0 SANITARY EASEMENT \ \ / I DB 301 PG 407 \ 10 \ / 01 I <s I �p c�0 -0 0 T.M. 46PETCHEL r' C` I \L' ROBERT G. PETCHEL & O 0- KATHLEEN 0. 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HIGH ST. 434.227.5140 630 THRU 633 PLAT I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM D.B. 1406-131 PLAT D.B. 1011-131 PLAT D.B. 781-200 V % l D.B. ZONE�R1 PLAT — / / OD Q I v J ST HIMP a 0 Q I Li. No. 5183 N� �O 9 �i� w� '� WFSSION �1yG 524 0 `-'TREES TBR Cb Q {� — — — , , , — — — _-- FINAL SITE DEVELOPMENT PLAN 52 I PROFFIT ROAD TOWNHOMES SOUTH Dense Tre IRON 5z FOUND — — — / 526 s27°59'12.,w 338 89, ALBEMARLE COUNTY, VIRGINIA SUBMISSION: ,----------I------ 528---_---- 2021.01.22 530 — REVISION: 2021.09.10 1 / / \ I / - 18.041 EXISTING CONDITIONS I / SHEET 04 OF 16 000'20 0 21 40 60 C4 Scale: 1 "-20' 1 1 � Dense Trees I 1 1I G V 1 I TEL. Ic PED 1� CHU - OHU - OHU - OHU - OHU - OHU - OHU - OHU - OHU - - HU - OHU POLE - - - - - - - - - - - - - - - - - - - - - - - OHU - pHU - OHU - OHU - OHU SOH POLE 0 c 1 TRANSI ION YO 6" TO NEW 30' 0" URB H IGH BOLLARDS Ic �I I - a o PROPOSEDROW EM RGENCY ENTRANCE c � DEDICATION 35.5' WIDTH FFko l50 o I 50 ESMT WIDT o V.W. 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CHARLOTTESVILLE VA, 22902 u 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM XL' . No. 5183 9liotz► & YIONAL v FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 2021.09.10 FILE NO. 18.041 GRADING & UTILITIES SHEET C8 OF 16 C8 i - 538 ---- // 536 — — — — — STATE ROUTE 649 _ — 534 \ J � � I pOL DISTANCE TO N v HP STORM n \ — _ — _MOUBRY LANE --— — — — 532-------- - i / / I \ o \ hM N __ _ 53, X 528 (D/ / \ m 534 DISTANCE TO MOUBRY LANE �I I I \ I lI 0 538 - 536 — — — — 534 — STATE ROUTE 649 -!TANC \ ­7 l� � •�ti o h" 1 CO N Scale: 1 "=20' / / i 390' INTERSECTION SIGI- ISTANCE RIGHT } MOUBRY LANE N 60 SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 u 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM L' . No. t5183 9li�z► & YIONAL V FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 2021.09.10 FILE NO. INTERSECTION SIGHT DISTANCE PLAN & PROFILE SHEET C9 OF 16 C9 540 535 530 525 520 515 540 535 530 525 520 515 510 505 500 z 0 F= U w Z Z5 Al A2 63 A4 65 A6 � -71■iiilil•llY■ C�-111L'i1'— � •I�ffw3�lt:�' .' P�Fe'��14� ■�nUo1:a:�nlya�n•caaa■al��' rag • r F- _ • - • films'" !• �NNW� i 1, \ NNNN m WNWNN N■1!_� _— re171TNS - - - •: „ � 1 F�7■Sf�7�-- ■— '_'_L'�i" R — ■■� _- ■■ . •7»e • : •. - fEF�'Plyl:■� - - - - - IfALoF_(•3•i�M■!•!i� MR!��� �� N - . M#�7RTi . rim•-I�`'n.,..,.,.,._ ,=-•A:�h:1�� NNW ■EE. —ice— D� NEB NR 10+00 10+50 11+00 STORM SEWER PROFILE Al —A6 �C 1 O J HORZ: 1"=20' VERT: 1"=10' 11+50 12+00 12+50 13+00 Z5a N' F r� . •L� !J WIN �S • • •INN = 1�� �•' --- —■■ m —■■ �i _ INN ■ �' ■ ■�V r�,1,11. —IH ■ iii■•YIiWiY— AIM, RE,'WIN ■ �■T1�_uian o .��.INN ■ I INN f—INN ■ NNNNNNNNNl INN ■ WNNNNNNNNl WIN ■ WNNNNNNNNl ■ � 10+50 11+00 �z o> >z z_- 2 SANITARY SEWER PROFILE Z5—Z5a Cl Q HORZ: 1"=20'VERT: 1"=10' Z4 (Z4a) 53 53 52 52 51 51 540 535 530 540 525 535 520 530 515 525 510 520 9+50 10+00 10+50 5 WATER MAIN PROFILE ON ROAD A 1 11+50 12+0V \C1 QJHORZ: 1"=20'VERT: 1"=10' T� MEN _MEN � -� ■lei ■ w_ _7.T�c�1G !�I I ■� —1ra�s. � R+1 ■ L'1 E3 - - o z 10+50 11+00 z SANITARY SEWER PROFILE Z4—Z4(i �C 1 O) HORZ: 1 "=20' VERT: 1 "=10' 545 540 535 530 525 520 515 510 04 m 53 - 535 53 530 52 525 52 520 51 515 51 Z4b w ��-•_- =off ■�� -w� - -rl o z 10+50 11+00 11+5D10 z 5 SANITARY SEWER PROFILE Z4—Z4b �C1 Q HORZ: 1"=20'VERT: 1"=10' 10+00 10+50 11+00 11+50 STORM SEWER PROFILE A9—A9C Cl Q HORZ: 1"=20'VERT: 1"=10' A7 NNNNNN . �© _ . : •„ _: \ • _r=1•IC1Jill[•r\s■3•a.•1Fr` �s3© �trrraeira►esanr�am�� NNN©NNNNN � rYl�l■�/�iYYiYIiMI ro -- -.. NNNmI ErAla'Ful S7L a •e•• ` 'e Tf - INV�� AliN NNNNW NNN= -� i9_\d261■i■i\lelG �TiAdihitlf:• • NNNm-.OTT011u 517.30 INN- - -- 10+00 10+50 9 MC-4500 C1 Q HORZ: 1"=20' VERT: 1 "=10' 11+00 35 30 25 20 15 10 11+50 0 535 530 525 520 515 510 12+00 12+50 540 535 530 535 525 530 520 525 515 520 510 10+00 515 10 EC 13+50 14+00 14+50 15+00 15+50 11+00 11+50 12+00 12+50 13+00 545 540 535 530 525 520 515 510 13+00 10+50 11+00 11+50 12+00 WATER MAIN PROFILE ON ROAD B Cl Q HORZ: 1"=20'VERT: 1"=10' 10+00 10+50 11+00 11+50 STORM SEWER PROFILE A7—All �C1 Q HORZ: 1"=20'VERT: 1"=10' 9+50 10+00 10+50 11+00 11+50 12+00 12+50 �o WATER MAIN PROFILE ON ROAD C �C1 Q HORZ: 1"=20' VERT: 1"=10' 540 535 530 525 520 515 510 12+50 16+00 13+50 540 535 530 525 520 515 510 505 500 16+50 540 535 530 525 520 515 510 14+00 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 540 O� Gf 530 O 525 L' . No. P 183 �0 9llotZ1 520 �s810 L 515 510 FINAL SITE DEVELOPMENT PLAN 12+00505 PROFFIT ROAD TOWNHOMES SOUTH 535 530 525 520 515 510 13+00 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 2021.09.10 FILE NO. UTILITY PROFILES SHEET C10 OF 16 clo 540 535 530 525 0 O O on 000 N0 + M N O + N > > H J H J N W VI W U U H H P\q- STA. l l +e�R00 ovi r, ry czo ac O O U -t NM LO 0 M m +� +LO > > H J H J VI W VI W U U H H as PVI STA. 11+70.00 as o\n r, ry con 1c 0 0 �N Ln0 cjM + N + N VI W VI W U U H H 0-qllVI STA. 13+00.Oe a o\n r, ry coc c1 �i ��1■ ■ �I�/ In.�ii— �_ 1 ROAD A PROFILE C11 HORZ: 1"=20' VERT: 1 "=10' O O 0 kqN Off^ OU) O 00 m co 00 N ui O N + M + M mN + M 0� + M c 0 M h0 OLO 00 OWN �N + —0 +U�) Q W Q W > > > J W H W HW HJ HJ HJ 0 W N W V) W V) W V)V)W W 2 ROAD B PROFILE C11 HORZ: 1"=20' VERT: 1 "=10' 0 0 +N �� W 4 W H J H J N W N W 55 3 ROAD C PROFILE C11 HORZ: 1"=20' VERT: 1 "=10' SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U L' . No. t5183 9li�z► & Y,(ONAL V I FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 2021.09.10 FILE NO. 18.041 ROAD PROFILES cil A I s id`�I I FFI=O$2Aj50 I °� ONE Cp.g; 20' REAR SETS CK GARAGE IT _ a.. I - LOT 30 I I . FFE 5 00 ONE R LOT 37 LOT 38 LOT 39 LOT 40 GARAGE UNIT I LOT 32 LOT 3 LOT 34 LOT 35 LOT 36 FFE 531.50 FFE 532.00 FFE 533.00 FFE 533.00 ° I FFE 529.00 FFE 529. 0 FFE 530.00 FFE 530.50 FFE 531.00 ONE CAR ONE CAR ONE CAR ONE CAR FFE ONE R V►Q- GARAGE UNIT I ■i■'� • II ' ' ■i'11�'A Mill,• )NE 11 GARAGE NIT Il�h�%� �= I �� • FFE. • n II a ■I II ONE 11[1,R F �i� - • .� ACADIA DRIVE MPH DESIGN SPEED 24- HOPE • ��%rIM� II • I = : 1�n . - - - -moo _ •' _ w • TWO I GARAGE �l! LL71��� FFE 527...ONE ►r ,!� 'GARAGII R Mo.'s _� UNIT • m �•� FFE • • • t.0 I I I.y�� �__ 1 .• _ '--- ONE • It••l�II " ��- j&�-WFFE TWO VIR GARAGEPNIT AIIIIIIIIIIIIIIIi -1 - FFE 527,50 ON ONE FFE • • �•�, • iV_ - FFE l . TWO &CAR GARAII Eq SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. r-l-VREE PLANTING DETAIL Not to Scale FINISHED GRADE EXISTING GRADE 0 .2 via as N wil O-, • �• �► Us �, �• WOMEN ; ;. N • 1 II • .; I I�� • .., • fill �I ' aIIIi I �j 20 0 PROPOSED ROW DEDICATION 35.5' WIDTH Scale:1"=20' FROM ROAD CL ROAD NAME — SIGN NEW20' ACSA_ — — EASEMENT (� • 0 EX. 8" DI SAN c DI SA �— 0 _ II 2 L STE(}L o I SLEE E 1 ISTOP SIGN 0 I -------------- 0 ►� m I� • ��` �yaLOT 6 O• • • , 1 1 1�• r r M � 1 1 1 1 "NO PA NG" 1 LANDSCAPE SCHEDULE Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy n 10 Yrs SF 0Q r Large Deciduous Tree Quercus robur English Oak 11-11" 14 31 329 4606 Tt Large Deciduous Tree Tilio tomentoso "Green Mountain" "Green Mountain" Silver Linden 11-11" 17 25 276 4692 O Large Deciduous Tree Betula nigro "Heritage" "Heritage" River Birch 14-1 J" 14 25 397 5558 • Large Deciduous Tree Quercus bicolor Swamp White oak 1J-1 J" 16 31 299 4784 Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 6 17 124 744 Ornamental Tree Corpus florida Flowering Dogwood 6-7' Ht. 5 17 124 620 Screening Evergreen Cryptomeria japonica Cryptomeria 4-5' Ht. 8 25 123 984 TOTAL SF: 21004 LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 32.7.9.8): 15% CANOPY REQUIRED. SITE AREA: 3.198 AC (139,305 SF) 139,305 SF x 15% = 20,896 SF CANOPY REQUIRED: 20,896 SF CANOPY PROVIDED: 21,004 SF STREET TREES (SEC. 32.7.9.5): LARGE SHADE TREES (1.5" CAL.) - 50 O.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: 150 LF / 50 = 3 REQUIRED: 3 LARGE TREES OR 6 LARGE TREES TOTAL PROVIDED: 3 LARGE TREES, 6 LARGE TREES TOTAL PRIVATE ROAD C: 200 LF / 50 = 64 REQUIRED: 4 LARGE TREES OR 8 LARGE TREES TOTAL PROVIDED: 4 LARGE TREES, 10 LARGE TREES TOTAL NOTES: 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the tapping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 2. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. 20 40 60 11 I LANDSCAPING WITHIN THE SIGHT DISTANCE TRIANGLE N (ALL TREES ALONG BOTH -+ SIDES OF THE MULTI -USE m PATH ALONG THE PROFFIT I ROAD FRONTAGE) SHALL o BE MAINTAINED IN AREA BETWEEN 2 & 7 FEET =r" ABOVE GROUND 1 I I c e I G I = I G 0 SR 649 EOP SHIMP II ENGINEERING2. II LAND PLANNING - PROJECT MANAGEMENT 0 912 E. HIGH ST. 434.227.5140 5� I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 o� ITqL x of a 1 • I / U J ST HIMP 9 I \ L l jlo gZjls3 I � c �9s jONAL F . 1 o• c I of FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 2021.09.10 FILE NO. 18.041 LANDSCAPE PLAN SHEET C12 OF 16 C12 FRAME & COVER ., (:(AIPRESSICP4 ..3. 4' VALE ;1-E':�'I- N;: OR ►-PROVED EQUAL (SEE FIG. S—I—D,E) SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE STREET SURFACE OR +' AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS w NON -PAVED AREA SOFT COPPER CO PPERER FOR USE ON ATrACKM SINGLE FAIILT INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE J Z SLOPED AREA RESIDENTIAL SENN,:ES OR DUAL RESIDENnAL AND IRRIGATlCN XFACL, LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE 1,0* 1' TEE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED ... TO THE MANHOLE. 1'-0" MAX O 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 3000 PSI CONIC. BASE 2'-0" BE CONNECTED USING A PIPE SADDLE. NOTE NO SAE.TE- nTm, /� y 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% BENCH SLOPED TO FLOW 4 I\ (1/4" PER FOOT) 1 CHANNEL 1/4" 1' MIN RUBBER COATED STEEL -L E ,,I E I.o Q STEPS CAST IN PLACE 3'-0" MIN R I• COMPRESSION . 3/4' MALE PIPE COUPLING 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN _ 0 PRECAST REINFORCED OR APPROVED EQUAL DIAMETER OF 4". CONCRETE SECTIONS 12"" MIN "0" RING SEALS a 16" MAX I" TWE k' saFrcaPPEx 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. „ BRANCH MINIMUM ELEVATION Qj 12 y J I ~ DIFFERENCE ACROSS M.H. 5" 4'-0" 5' Ftw LSE ON DETALNEr, 9NGLE FAMILY SALT FROM INLET TO OUTLET M�EIER I5 'J7PA0'4DEEDDENE AN R WAIION TREATED SHALL BE 0.20 FEET. 2 x 4 0. CONCRETE VARIES FINISHED GROUND MARKER 2 DEPTH OF FLOW FILLETS SINGLE SERVICE � CHANNEL TO BE 3/4 DIAMETER OF 1)�$AVOID SHALL RE USED rn Pw. Fl-E CONTRIBUTING ° ' c►sr IRow U. SEWER. a a. n s • I 12 FlMSHED GRADE A FILLETED INVERT FOR A SMOOTH d NOTE: TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION INLET & OUTLET PIPE SHALL BE LOI A1" 1 Box HALL Do ' WITH STAINLESS STEEL ALL CONNECTIONS TO PROVIDED. MIN. 6" BEDDING VALK\ ONLET At It BAND EXISTING MANHOLES SHALL NOTE W/ N0. 68 STONE y' 36' MIN DUnEn COPPEI+SEITEA w BE CORED AND A FLEXIBLE PLUG END OF CONNECTION BOOT 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE BE": COUPLING r s, I MAIN LINE SERVICE LATERAL o INSTALLED SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. SECTION 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE —l.L..rEG 6=,..;:.::. :Ls.r: •. M „ 45'00 EXTENDED OR NON —EXTENDED BASES. N `';, ERICKNE-E 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED caaPaa4nW SrOP elf:'.`,y:•'+..,� j:��,�,, A ;; .N,.I... , _• NEC65ARY TYPICAL MANHOLE PLAN INSIDE AND OUT. :�' = . SAND OR OUST UNDER 4. OIA�IER J AIN "PE 12' BOX AND 5Er1EA (2-INCIi ;; :E :,rw , ;i :Yr'� LONG STONE POCKET. VDOT SHOWING BRANCH TIE IN TYPICAL MANHOLE SECTION _•,� , , """r'TMpN�1 .:e::�_a-:I-�; -_ �E_ 2Dx"D 3t °GGEGATE SHOWING BRANCH TIE—IN TYPICAL SERVICE LATERAL INSTALLATION NITS N.T.S (5/8., & 1 METERS) IN LINE WYE—TEE FIG. S—I—B FIG. S—I—A PLAN NITS FIG. w-6A VARIES TD-27 TD-25 1 ACSA: TYPICAL MH TIE IN PLAN VIEW 3 ACSA: TYP. MANHOLE SECTION BRANCH TIE-IN 5 ACSA: TYP. SERVICE LATERAL INSTALLATION SEWER SERVICE LATERAL CONNECTION C13 NOT TO SCALE C13 NOT TO SCALE C13 NOT TO SCALE N.T.S. FIG. S-2 SHIMP TD-33 PLACE 5' GALVANIZED WITNESS " Pos7 WITH GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 7 ACSA: SEWER LATERAL CONNECTION ENGINEERING2. TO HIGHWAY DEPARTMENT APPROVAL NOTE MIN. 60" DIAMETER MANHOLE REQUIRED, LANDPLANNING - PROJECT MANAGEMENT C13 NOT TO SCALE o FINISHED GRADE M.H. STEP (TYP•I ° DROP MANHOLE PVC CROSS ;Al e $24° IN e° INITIAL BACKFILL e"24" IN 5° 912 E. HIGH ST. 434.227.5140 USE APPROVED FLEXIBLE RUBBER 0 2" MIN MIN. MIN. MIN. CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM -- a BOOT. 02 6" BEDDING ""' e #68 STONE o e SOIL ROCK ADJUSTABLE TRAFFIC RATEQSTGP GASKETEDSTABLE COUPLING /DROP VALVE BOX W/ LID o —27' SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL L H � PIPE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND Z PIPE STRAPS e e (STAINLESS STEED " THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF STONE. NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - O11 SPACED EVERY 2' VERTICALLY #68 VILLE THREADS WHICH IS - Z N 90' RESTRAINED BEND � THE LOCAL STANDARD. �1 O , U % I��� J ST HIMP SEWER FOUNDATION IN POOR SOIL UNDER —CUT CONDITION LENGTH OF BRANCH VARIES L' .No. 5183 A EVENT PI 6' MIN 2' TO 10' e 4 .. A • 'e o > o MAIN / fff O �l" I • �SSIONAL SEWER 18"-22" ALVE BOX 1--- J. -TE VALVE PLAN 4' 1 INITIAL BACKFILL 4 MI UNSTABLE #68 STONE a° s" a' e° SOIL MIN. MIN. MIN MIN. #68 STONE O;'%?:-; PROFILE-__-..,.: MIN, 6' BEDDING WITH NO, 68 STONE _- =GRANULAR FILL AS �'= �'<',��.� - APPROVED BY ACSA _ 'ztM:: 42°MIN �" 6" GATE ' • >'. VALVE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWOABLE _Z ' � ; . 8" x 6" '° '�' ' ° FINAL SITE DEVELOPMENT PLAN SOIL OR ROCIt� STABLE'SOIL OR ROC I�.' 'I (2)FEET. : ..: TEE W4 TE I LI E 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO 2500 P.S.I. CONCRETE � ,� . ,aJ.e �• PROFFIT ROAD THE DROP FITTING WITH STANDARD GASKET JOINT. NOTE BASE AND THRUST ...'� e� �e •.!'. BLOCK AGAINSTin TOWNHOMES SOUTH 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. UNDISTURBED STABLE imp 1 STAINLESS STEEL. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED SOIL. STEEL PILE 4.SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROPCONNECTION DISCHARGEPOINT ABOVE THE INITIAL BACKFILL. RESTRAINED JOINT FITTINGS 2500 P.S.I TO SPRING LINE OF MANHOLE INVERT. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. WHEN THE SOIL IS DISTURBED OR WHEN CONCRETE g 2'x 2' BEARING AREA. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED A HYDRANT IS LOCATED IN A FILL, IN ADDITION ALBEMARLE COUNTY, VIRGINIA THRUST BLOCK — d S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTOTHEFLOW. TO POURING CONCRETE, A STEEL PILE SHALL IN THE TRENCH' BE USED AS ADDITIONAL SUPPORT. SUBMISSION: 6.VERTICALDROP PIPESHALL BE INSTALLEDAT90 DEGREES FROM THEACCESSSTEPS. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. T MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR 2021.01.22 TWO 8" DIAMETER DROP CONNECTIONS. ° e DUCTILE IRON WATER NOTE : REVISION: STANDARD INTERNAL DROP CONNECTION 2021.09.10 PIPE INSTALLATION & BEDDING 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. N.T.S. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT NOTE IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE FIG. S-1—C2 NITS (INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND FIG. W-2 VALVE BOX. TD-30 TD-2 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. TYPICAL %ATE VALVE IS NOTIN THE DITCH. 4 ACSA: INTERNAL DROP CONNECTION 6 ACSA: DIP INSTALLATION 5.IFIRE HYD ANTSWSDHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF NITS REQUIRED TO BE IN WET AREASTHE WEEP HOLES SHALL BE , FIG. w-5 C13 NOT TO SCALE C13 NOT TO SCALE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. FILE NO. TD-9 18.041 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL ACSA DETAILS 2 ACSA: GATE VALVE TYP. N.T.S. C13 NOT TO SCALE FIG. W-4 TD-8 SHEET C13 OF 16 8 ACSA: FIRE HYDRANT ASSEMBLY C13 NOT TO SCALE C13 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24N M1 INTIAL BACKFILL* 8"MIN (6�N 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 AftwwggfiALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 1�ACSA: SEWER PIPE INSTALLATION (TYP.) C14 NOT TO SCALE I I (RADIUS TO E AS '� A- xa STREET APPROACH, SAME SURFACING AS "MINE ROADWAY (SEE NOTE 61 sON PLAT) G `. (RAGAS TO E AS RAGA COMBINATION SHOWN ON PLANS) CURB AID (OTTER / CO-6 (SEE NOTE 71 SMWKN I (SEE NOTE 2) p. HI OFTMIHIL e" _ _ I ROW UNE EXIZ OINT Jp NOTE. WIDTH 'B" 2'-0" W AS W MARLINE ROADWAY SHOWN W TYPICAL SECTOR, A-J PLAN VIEW MANSE ROADWAY TOE a' PARABOIC CURE FLOW ELeEOW BYML TOPE CNMCE ® OPT�iOHMK - - _ - MAPLNE ROADWAY ------.�_-- I _ SLMMCHANCE ® D 502 J 5-MN.' COMIERC& ENIRAIDE ® CONSTRICT CRAM CHANGES WITH A PARABOUIC CURVE. SECTION A - A B .. o PW -= c. c. . c. COIOETE SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTER: GENERAL NOTES 1. WHEN CG-115 USED FOR STREET CONECTIgis TE CONNECTION MOST E DESIGNED IN ACCORr WITH AA9T0 POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROM DESIGN MANUAL, INCLUDING SONDE DSTMCE REQUIREMENTS, 2. WHEN THE ENTRANCE RANI CANNOT ACCOMMODATE THE TURIANO REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC lIE IN FOR SEEN" W CUM RAPS WITHIN ilE IS OF THE RADASHOULD E NCREASED TO T. 3. WHEN USED N CONJUNCTION WITH STA M CO-3 W CC-7, THE CURB FACE ON THIS STANDARD 5 TO E MDJUSTFD TO LATCH THE MOUNTABLE CUR CONFIOWATKI a. SEE STANDARD M-12 FOR CURB RAP DESIGN TO E USED WITH TIMES STANDARD. 5. WTIONA RMINIE MAY REQUIRE WARPING DE A PORTION OF GOTTEN TO PRECLUDE POHpD OF WATER. ENTRANCE NOTES S. PLANS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROM PDSTWE WNIAME ACROSS THE CANRMCE. 7. YMLNE PAVEMENT SH&L E CONSTRICTED TO ME RAW LEE (EXCEPT MY SUBGRADE STABILIZATION OREQUIIREDDM R A0 PAVEMENT WHICH CAN E 9. RMUL CURB W COMBINATION CURB AND OTTER SHALL NOT E CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES, 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRACE OUNCES V ARE LISTED W THE AU.OW/BLE ENTRANCE WADE TABLE. THESE VANES ARE NOT APPLICABLE TO STRUT CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME WADE CRANE DESIRABLE MMMM HEGI MODE 1HIN vKC, VPD 0Y 3Y YFDLA S00-TSOD VPD 53Y 6! LOW uss THAN soo VPD s 6 % 8 Y NJItr ALPRILLL LN IKMLL VC TRADFI L ISWI LICABLE APPTO STREET CONNECTIONS VDOT: METHOD OF TREATMENT NOT TO SCALE 5-, NOTES SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIE IS ABOVE INVERT OF STRUCTURE. MANGLE OR DROP INLET 5 TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE NVERr SHAPNG AS DETAILED HEREON 5 TO CONSIST OF A PORTLAND CEMENT CONCRETE MN CONFORMING TO CLASS A3 OR CLASS 01, EXCEPT THAT 25X OF COMM AGGREGATE MAY BE UP TO 4 IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BRORR CONCRETE OR BROKEN CONCRETE E£OCK. THE SURFACE SHAL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHA- REMAIN EXPOSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ME FOR EXAPLE PWPOSES ONLY. EICM YMH0.E OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO EST FIT THE PMTMAR INLET AND OUTLET CONFIGURATION AD ROW LINES. ROAD AD BRIDE STANDARDS SHEET I OF I--F REASON DATE 3 MANHOL C14 NOT TO SCALE SHAPE T CONTOUR OF PIPE _ .ONRT Of OIRLET PPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS /\\ TOPE ER MINTD xuvr IF OITREf PIPE �a SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS VIRGINIA OEPARTAORi OF TRANSPORTATION 302 STA DMA M-+ PAY LEE I'M NRET NOTES F-r-----1--� ,. HERO ON BAOLI( YOREE� OF KETA DM M ROADWAY SER, THE DEPTH 5 TO E tYY OR TO A B� r>•TC 1 n 1 A THE SH]ILpER ELEVATION, WHENEVER 5 LESSER. I I 2, yTETNATE METHODS CP MC ORM ANGLE MON • WILL E AECEPTAIIE IF APPROVED BY M EIGIEER. S COLLAR AID EE WITH TIESPEC�ICA IOL�D IN I I 4. OUTSM 2DEEN90NS OF GRATE A M TO E B� VW� 5. ALL CODIEM 5 TO E CLASS AL 6. NORMAL DNCR 5 TO E TRANTIOEo TO TIE SIDOMY o M INTO GUTTER. TGRACE 5 TO E ROASTED M ECESSMRY 10 MEET DRAM 6EVATOIL ^.{- 7- QUANTITIES CROWN WN ME CAME) ON DEP PAr UE Fa 1rtEii QUANTITIES p. THE MOUNT DE UC CONCRETE OBTAIN AIN TRUE UA PIPES RUST AC FEET ICOOF DI ERENC 1NIE DEPTH H Es. FOR EACH FOOT E gASEBROE N DEPM x M0 W Nxa•-0" BMA pIRTBMT NpEMplf AS BROWN. W 4' C-C 4 REOD. B A 9. DIMEN9106 MT"L'I()WX'NAEAID REm -79 FOR ETKG AND OTCB 4 O. ETEESIWmMr wu E&RACE PATE MALOTE DTOFFLOW. R4X5..4. BE5 • T "TOME MPROOMWTE DIMITIES Eaxr-o" BMs D O EDP.) s QASS M REIFORCNG • all OC,8 REO'D CONCRETE STEEL I a. ros. Les. 9' J'-b e• NCAEIEW PER FOOT OF DEPTH 00-0.262 MYDS. CONCRETE TO E AXED WHEN DOUBLE GOTTEN S REOD.-LH2 CU. SECTION A -A OPEN ACAS AT ENDS OF PIPES F DVIETER 2• DIAMETER SOLD STEEL %S-6` BAPS C NE TO E SEAIID %T It STRONG BAR W O.9B LES./FT. W B•• c-c, a Eov. BY wTo m . iifi VPE W e.41 LBs./rt. • cawsTRLOTON WELD WELD T-0.1'-0'•Fpn JOINT L 2'%2"X%N " BM B %i' % CT4- L rw-X1p' SENT /• 3-p ,. 5 CONEW L ROE2'TI2"S %W,Tp " EAT EL%� CT L 2Vi xrh"%Ih" r/N-%rh•Wh' N '*.. L GRKRLED ENDE EAc PRE. SECTION B-B SECTION C-C DETAIL A ALTERNATE DETAIL A REFERENCESTANDARD DI-7, 7A OR 7B WITH FLUME CONNECTION RCA) MD BRIDGE STANDARDS -2 1211 TO 381N PIPE EVKON DATE I SHEET 3 E 3 YIIOIA CVMRMENT W TIM9CRTATON 04.24 4�VDOT: STD. MEDIAN DROP INLET (DI-7) C14 NOT TO SCALE SEE STANDMb a IFW A ICMLRY E SMETI SLAMS. B STADMD MR-1 NOTES 1 FRAME L COVER THE TOP OF MASONRY 5 t0 E LEFT L ��CAMSUFFEBMtr LW r0 PORT OR MNMTENT E COVER NO FRAME TO GRAPE BY TIE USE OF MGRTM OR BIRO( AS DMECTEO BY THE ENGINEER �A ' 4,1 DIMIENER-4,e".12 . WAL TNCKESSO SECTION 9-8 BRICK CONCRETE OR CONCRETE BLOCK 45- HALF PLAN VIEW 1rB J HALF SECTION A -A RWIIR FRAME I1D COVER MWAI1 BRICK CONCRETE ROTES 1. GWNTITES SHOWN ME FOR MANGLE WITHOUT PIPES. THE NOWT DMSPLACIE BY PPES WAY E DEDUCTED TO IDIOM rNE DUMHTES 2. ca su1NAPTNESS ING CONCRETE oUANI *eIFSGD H 3. INCREMENTS TO E ADDED FOR MR MONONA FOOT E DEPTH. •. WTEMALS MAY E BMCK.CONCErE ON APPROVED CONCRETE MMMCLE BLOC)(. 5.1 BLOCKS ONE USED THE MINIMUM IHCKHESS O SAE 5 TO BE 5' OTHER MCMSSES ME TO CONFORM 10 WAL INCOhSS SHOWN FOR CONCRETE. 6. AL CONCRETE 10 E CLASS M. ''MAERT 1$ TO BEWKMS THE SHAAP P A ACCORDANCE .1N STMMIO 5-1. THE COST OF FIANWIWG MD PLACING AL MATEMAs R:CENT& TO THE PRCC OM le( s7RIACCTIUM:' IN THE W SPECFKATE14 XVpp-F REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD Aa BANGLE sTMDMos 302 VRGNA DPMTMENT Or TRMSPORTAMN REASON DATE BEET I OF 3 04/20 IDE.01 TABLE OF OUM1UE6 DEPTH BRICK MMNGE CONCREIE MANHOLE 9KIt I CONCRETE CONCRETE FEET THOUSANDS M YARDS CU. YAMS 0.7e5 L+3T 5 0. 0.7e5 I699 6 0.9 0.755 IN, 16 Q.755 2. 11.2 Gass 2.485 o 1.4 0a65 2]47 a 1.6 0.785 3.009 W 1.9 0.910 3AM Q 2.2 0.970 3.81, U 2.5 0.970 4.179 N 2.e 0. , 4.NN 0 3., 4. IS 3.. 7 p A k 73 603 INCREMENT 1 0.45 1 3.552 VDOT: STD MH FRAME & COVER NOT TO SCALE NOTES 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE L CONCRETE TO BE CLASS A3 IF CAST IN PLACE. ADDS PSI IF PRECAST. 3. COMBINATION CURB 6 GUTTER HAVING A RADIUS OF MO FEET OR LESS (ALONG FACE OF CURB) SHAH BE PAD FOR AS RADIAL COMBINATION CURB 6 GUTTER. 4. FOR USE WITH STABILIZED OPEN-GRMED MANAGE LAYER. THE BOTTOM OF THE CURB AN GUTTER BE CONSTRUCTED PARALLEL TO THE T SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-S IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A 11 2' R OF ME ACT ROM DESIGN MANIA. THIS AREA MAY E CONCRETE AT THE OPTION OF THE CONTRACTOR E`p COMBINATION 6" CURB & GUTTER p502 VIRGINIA DEPARTMENT OF TRANSPORTATION q-]A E%PI VDOT: CG-6 NUI IU SCALE THE BOTTOM OF THE CURB AND GUTTER WAY BE CONSTRUCTED PMA.EL TO THE TOPE OF SUBBASE COURTS PROVIDED A MINIMUM DEPTH OF T' 5 MAINTAINED. Mal 3M BARS 2..q.. _ s•MN, PLAN SECTION A -A a'SEA . �A KEYED COAST. JOINT L-VARIANCE - MA%, 20' .. r WARPED 2'-0" e' 2•-15 8" 3'-0" 2" GUTTER r-I •B A APPROACH R m3� 9 0 V_ ______ -___ P1 j^ s c 1 --- --_ 7----0-- BAPARS F BS E #3" gMETER - - � BAPSE WEEP IDLE FRONT ELEVATION Bags F B"1'-B"K. BARS B (GUTTER REMOVED) y'. L5xlh" BENTW��ATE SECTION B-B TPPH DETAIL SHPLL E USED WITH CG-3 6 CG-] STANDARDS L2/zTYPE B NOSE DETaL $HAL BE USED wrtH CC-2 6 CC-8 STANpARDS GAVMZED TYPE A TYPE B /1 X P STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 6B•30' TO ANGLE IRON AT 2-C-C. CONNECTORS AND IS TO BE ANCHORED WITH %j' % a" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C. 2„ I. PR.PAVEMENT DI-3A u_ 01-38 L q-]CST;•:.;• WARPED PAVEMENT - H 0 FLOW 0 FLOW T 0" 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRIC& XVDOT SPECIFICATION ROAD AND BRIDGE STaDMOS STANDARD CURB DROP INLET REFERENCE SHEET I E 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' z33 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VDOT: STD CURB DROP INLET (DI-3B & DI-3C) C14 NOT TO SCALE SEE STMO RAD SL-1 FOR APPLICABILITY. OF SAFETY SLABS. B STANDMO AN -I NOTE= 1 FRAME 6 COVER THE TOP OF MASONRY IS TO BE LEFT L �� SUFFICIENTLY LOW TO PERMIT PROPER I ml iUJ� BrNTHE T'OF11COVERE OF ANDMORFRAME RAMME TO BRICK AS DIRECTED BY THE ENGINEER. A B�A •DIAMETER=+'-B".O? . WALL THICKNESS) I+'-B'42 . WALL THICKNESS) I� SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW B J HALF SECTION A -A (WITH FRAME AND COVER REMOVED' BRICK CONCRETE NOTES 45- LOUANIITES SHOWN ME FOR MANHOLE WITHOUT PIPES. THE MOUNT DWI -ACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS M. YARDS 4 0.5 0.785 1.437 5 0.7 0.7M 1.699 6 0.9 0.785 196: 7 1.0 0]65 2.223 e 1.2 F785 2485 9 IA 0.785 2,747 a L6 0,785 3.009 H 1.9 0.970 .455 12 2.2 0.970 3.817 IS 1 2.5 0.970 4.179 N 2.B 0.970 4.541 15 34 .970 4. 16 3.4 0970 5.265 O 4.0 1I73 6.032 NCREMENr I OAS 0.582 OBTAIN TRUE QUANTITIES. 2.A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADOITIDNA FOOT OF DEPTH. ♦. NATEKIALS MAY BE BREK,CONCRETE M APPROVED CONCRETE MANHOLE BOCK 5. IF BLOCKS ME USED THE MINIMUM MCKNESS OF SAME IS TO BE 5' OTHER THICKNESSES ME TO CONFORM TO WAL THICKNESS SHOWN FOR CONCRETE. 6. AL CONCRETE TO E CLASS A3 ). WHEN SPECPED ON PLANS THE ER NVT IS TO BE SHAPED N ACCORDANCE WYTH STAVOAliO IS-1. THE COST E FIRNSHINL AND PUCWL ALL MATERIALS INCIDENTAL TO TVE SHAPING IS i0 BE INCLUDED M TIE HIC PRICE FOR TIE STRUCTURE. SPECIFICATION `VpOT PE °2 RE MANHOLE FORA 12 TMENT 48µ�PIPE CULVERTS ROAD AND MINE STANDARDS ORTATION REVISION DATE SHEET , OF 3 04/10 106.OR 8�VDOT: MH-1 DETAIL C14 NOT TO SCALE R •:i•:: •:••:-::• SUFNOTE 4 IEE EE j. .e :•w. BASE I I sIRIwE CG-2 N0TF4 LTHOUS am MAT E PRECAST OR CAST N PLACE. 2. CONCRETE TO E CLASS A3 F CAST N PLANE. 4000 MI F PRECAST. ].ING )WBEbRLCONG E� OFCURBWILL FOR 1AMMUM. 4. THE DEPTH E E CUB MAY REDUCED AB MUCH M ]" 05" DEPEND OR INCREASED AS MUCH a 3" (2r DEPTH) N ORDER R THAT TBOTTOM OF CURB WILL COMM WITH THE TOP OF A COURSE OF M PAVEMEW SUBSTRUCTURE, OTHERWISE THE DEPTH IS TO E 18' AS SHOWN. NO ADJUSTMENT N THE NEE BD 5 TO E WOE FOR A DECEASE OR M MEEAM N DEPM 5.CL-2 5 TO E USED ON ROADWAYS MEETING THE REQUIREMENTS FEW CG-6 AS SHOWN N APPENDIX A W M ACT ROM DESIGN MANUAL, ffL1EAlIWI STANDARD 6" CURB VWGNA DEPARTMENT OF TRMSPORTATON • W06 201.0, VDOT: CC-2 NOT TO SCALE SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U L' . No. 5183 9liotz►► ILYIONAL v ij FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 2021.09.10 FILE NO. / I I VDOT & ACSA DETAILS C14 I' COMPRESSION X 3/4" MALE PIPE COUPLING OR APPROVED EQUAL O 0 1' TYPE 'K'R SOFT COPPER FOR USE ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES DUAL RE510fNnAL E AND IRINGAAL PoCATON SERVICES. 1'xt'xt' TEE (O NO E: NO SWEATED DTTINGS 2. DUAL SERVICE 2 1' COMPRESSION % 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE AN' SOFT COPPER D FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON UD FINISHED GRADE 1T-15' C METER BALL BOX YEA OUTLET) 36' MIN. COPPERSETIER 1/8 BEND COUPUI as METER CORPOIRATON STOP :JY1'y •`''•;' c.•�:•RICK AS NECESSARY SAND OR DUST UNDER '� %%^} T.'�yf �:,p 4' DIAMETER DRAM PIPE 12" LONG STIINE POCKET, VDOT BOX AND SETTER (2-INCH .;*<;`,.T SPEC. 2W. NO. 57 AGGREGATE MINIMUM TiICKNE56) .. .;AEEA _rwf:'V�:.:a TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 ACSA:5/8" & 1" WATER METER INSTALLATION NOT TO SCALE CG-12 NOTE COWEINENI OF CURB PAWS CONSIST OF THE FOULOWIM� HYOR.X CEMENT SIDEWALK OMPTH IN INCHES, MCA N SWME YARDSI GENERAL NOTES CAR WHEN RWAARRNNG SURFACE RGen IN IN SQUARE YEARDS) 1. 14E DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOES. EACH SUMOFTHE0ABO ABOVE ITEMS CISS A SEPARATE PAY ITEM AM SHOULD 2. ALL OETECIABLE WARNING SURFACE PRODUCTS MALL MEET THE REOUIREMENTS BE SIDEwKR Of SECTION 504 OF THE SPECIFICATIONS FOR CO 12 DETECTABLE WARNING SURFACE. RAMP 1121 MAX CETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS 48'1 MAX APPROVED PRODUCT LIST NUMBER 72. 3. SLOPING SIDES OF CURB RAM MAY BE POURED MGWLITMCALLY WITH RAW FLOOR A BY USING PERMISSIBLE CONSTRUCTION JONT WITH REWIRED BAPS. 4' 4. FEARED BMS ME TO BE NOT 5 X WPLACED T CENTER TO CENTER ALONG T CONCRETE INVMSL'OVEPN%pRKNP FLOOR. W-OEP1H Df RAW FLOOR. MINIMUM B1.L� TO, MAN I. 5, ROADWAY CURB I CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A RAMPS' ME INCLUDED IN PAYMENT FOR CURB X CURB AND GUTTER. PERPENDICULAR 6, CURB RANDS ARE REOUREO FOR SOEWKKS AND SHARED USE PATHS THE WIDTH OF THE CONJUNCTION RAW &L MATCH S WITH SHARED USEAATWIDTH CD H, THENNNIW WIDTH SAMPS ARE LIVED IN HALL BE THE WIDTH P,yyn' �••YXH G\+%!%aY,N MaVR I. OF THE SHARED USE PATH. RIP7.'N 5i ♦ N'.,%.'4'(N y. LqN 7. DETECTABLE WMNMGS 6XKL EXTEND THE full WIDTH OF THE Y YA% T CURB RAID LMDNG iL[I01 12:112:1- MAX ' LL B. CURB RAVES WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON RAILS OR AS DIRECTED BY THE CHME ER -CURB MAWS SHIGNO NOT BE LOCATED BEFND VEHICLE STOP LINES, LIGHT POLES. FIRE HYDRMTS.OROP METS,EIC, TYPE 8 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAI PARALLEL THE CURB OPENING IS PLACED WIINN THE LIMITS Of THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS •,pa' 5 Y' PERPENDCULM TO THE CURB. 10. MtECTABLE WARNING SURFACE PANELS SMALL BE INSTALLED FLUSH WITH ll THE BACK OF CAB. It WHERE MR B RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STNEEI CONIECTICNS THE DETECTABLE WARNING SURFACE SHALL HAVE WMAN XX Xk A FACTORY RADIUS OR BE FIELD-MOOFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BAC( OF CURB. SEE CCL2-INS PAGES 204.06 AND 20407 FOR METHODS OF NSIALWG DETECTABLE WARNINGS ON A RADIUS AN AT X, , 2- HIGHER THAN EDGE OF PAVEMENT AT XX ,SAME AS TOP DE CURB TYPE C PARALLEL IA PERPENDICULAR TRUNCATED DOW .6"-2.4" C-C '.°. L 000 D D ;9II D 0 0 0 0 0 0 .0 D O O O O O O O O O O 0 0 O �( LMOWG RAMP O O O O 0 O 0 0 O O O 0 0 0 0 � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O 0 O O 0 0 0 0 OO O 0 0 O O O 0 O O O 0 0 0 0 O O 0 O 507.'65X OF BASE DIAMETER - O O O O O O 0 O 0 0 O O 0 0 0 DIAMETER DETECTABLE WARNING AT BACN OF CURB 0.9"-L+" I VAgMALE FULL WOTH OF RAW BOOR SEE NOTE 11 PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED GNAWING 15 ON ME IN THE CENTRAL OFFICE, SPECIFICATION ROAD AND MIDGE SFANIARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1 of s REVISION DA.E (GENERAL NOTES) l05 502 2., 01 041K VIRGMA DEPARTMENT OF TRANSPORTATION 50♦ :3::)VDOT: CG-12 GENERAL NOTES C15 NOT TO SCALE CG 2 A AS DOWELS. BE' ON LONG FI PER STT AT 12' C-C 5, �RIC TTRUCI1ON � 5'MyyIN lid 1 nn MAX N. y 12:1 MAX 1 NL J WITH BUFFER STRIP RAW RAW 4EE IMLE1 (SEE TABLE. TRMSTION COTTER PAN &OPE L/ A TO 20,I THOUGH RAMP LENGTH S MR TRANSITION TROUGH HRN WON RAW NA LENGTH CUTTER SILOS TO M9 CUTTER PAN MANIKIN! MORE 20:1 121 MAx. s• 1�� 0" MIN O MA cH cE WITHOUT BUFFER STRIP CF ROADWAY CMRR BACNOF 2oacUM EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT 1"'ARYL Ae'Ix4 z IN. SECTION A -A WAY Ae4 MM L. 9LRH OEIECiMLE WMNNG SURFACE PERMSSBLE CURB cDNSTRUG JOINT ^�' xMI CROSSwKR AN. SECTION B-B {T CIA55 CON01ElY IN NOTES ONE DIRECTION 1. FOR GENERAL NOTES OR THE DETECTABLE WARNING SURFACE, ONE DIRECTION WITH BUFFER STRIP SEE SHEET 1OF 5. ONE BUFFER STRIP 2. THE REQUIRED LENGTH OF A PARALLEL RAW IS LWITED TO 15 FEET. REGARDLESS O THE SLOPE, 1 GUTTER PM SHALL DE A MINIMUM SLOPE OF 20:1 AT THE RAMP OPENING. A, 01AGOMAL PLACEMENT IS NOT PERMITTED. TYPE B PARALLEL APPLICATION ROADWAY GRADE N PERCENT MINIMUM RRAV LENGTH N ME 4,. CURB 1 6" CAR 0 6 5 7 2 5 B 3 6 9 B 1 2 3 TO 1 3 6 5 cNGsswxxIF CROSSWALK n ) nn --IT nI ^�n yo II 11 CROSSWALK TWO DIRECTIONS SMALLER RADII TWO DIRECTIONSALLARGER RADII WITHOUT BUFFER STRIP WITH BUFFER STRIP XVEOOT A COPY OF THE ORIGINAL SEALED D SIGNED DRAWING 15 ON FILE N THE CENTRAL OFFICE. SPECCATION ROAD AM BRDGE STANDARDS CG-1MNE2 DETECTABLE WARNING SURFACE MEERIFIEME SHEET a OE s REVISION DATE TYPE B (PARALLEL) APPLICATION '05 D47g p4 G1 VRGNA DEPARTMENT OF TRMSPORi AigN .4 504 5 VDOT: CG-12 TYPE B C1 5 NOT TO SCALE PROPOSED ASPHALT CONCRETE SURFAI MINIMUM 155 W7yA SAW CUT J HOES REMOVE EMISING NALT TO FORM A REACH JOINT ASPHALT TACK COAT - REOUSED 3A PRpPpSE PAVEYENt L TOM EXISTING PANEMEME PROPOSED PA IT Wye" PROPOSED ASPHALT �- CONCRETE SIJNFACE COURSE WOMEN XI 0Yy pSpFAFW�� CryUUpTT [A YµNpNWpE WTEP ^ 0 TOP PEIIOVE M ASPHALT TALK COAT- REQUIED 0 � �E�W�OSELAVO I JI SLOU --- I AAGNADE I PAVEMENT CONSTRUCTION JOINT DETAIL PAVEMENT CONSTRUCTION JOINT DETAIL (EXISTING PAVEMENT OVER 6" IN DEPTH) (EXISTING PAVEMENT LESS THAN 6" IN DEPTH) TDR,A" NOT To SCALE? DRAWING NOT TO SCµEl END OVERLAY NOTES: WE DO' L WHEN THE PAVEMENT DESIGN IS GREATER N DEPTH THAN THE DEPTH OF THE EXISTING PAVEMENT, SUBSURFACE DR:WNADE MAY BE REd1ED BY THE ENGINEER. 8[�ARRPEDROVVED BY 1 2. OVERLAP THE EXISTING PAVEIMENT AS SHOWN N THE CONSTRUCTION JOINT DETAILS. CNGIEER J. A PERPENDICULAR CONSTRUCTION AVE JOINT SHALL BE PROVIDED AT µl LOCATIONS WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT. 4. THE IDEA OF PAVEMENT WIDENING SHALL BE TRENCHED TO FINE SUBGRADE AND COMPACTED PER MOOT SPECIFICATIONS. SEE CdNST� LqH 5. SURFACE OF WIDENING UREA SHALL BE RUSH WIN THE SURFACX OF EXISTING PAVEMENT JON1 DEi PRIOR TO OVERLAY. EXISTING PAVE T S. OF MEN NOXIS PAVEMENTIINGDEMAY BE REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT TAO55- µND 7615401 F ]• IDS URI TO HE �ASPHMDEATDECONCRCRETREA E TO POINT AT AND LEAST ADD FEEET�BEW RE MOMAFTER SEE CONSTRUCTION THE LIMITS OF WIDENING. JOINT DETAIL B. AM RESTRIPE THE WC1RN Z01E AS REQUIRED TO ACIEK EXISTING PAVEMENT ACTED AERADICATEUNIFORM A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER. BY A 9, FINAL TRANSVERSE PAVEMENT THAT L LIGHTS CONFORM t0 THE REQUIREMENTS SMALL K SECTION USING A 10 p' EXRDAN TH µl JOINTS AT TIE-IN SHµL DE TESTEDPECI A 10 FEET THE SHTEDGE iIN A WI F SETgON T WITH THE OF THEIENTS 6 SECTION Jn.O]fWT DE THE SPECEIDATKMb, MUST THE VARIAME N FROM THE &DYED THE VARIATION FROM M TESTING EDGE OF TEES DGE BETWEEN ANT' TWO CONTACT POINTS BE Vt By PAN ENGINEER WITH THE PAVFAENi SUFACE SHALL MDT IXCFID I i . IWI. TOO D. PAVEMENT WIDENING PERFORMED UNDER A VOOT LAND USE PERMIT SHAH HAVE A PAVEMENT DESIGN WON OVERLAY PROVIDED BY THE PEMMMTTEE AND APPROVED BY THE MATERALS ENGINEER. PLAN VIEW (DRAWING HOT TO SCAM PAVEMENT WIDENING VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT: ASPHALT PAVEMENT WIDENING NOT TO SCALE A -7 ODWEL. W' LONG 0 IT C-C B t11 X l 1 B I 1 I I � TRAVOTON QUITTER PAN SLOPE A TO 201 THROW: RAMP LENGTH iRAYSTION GUTTER PAN SLO, GUI TER TO MI THROUGH RAMP LENGTH PAN MAXIMUM ROPE 20=1 B••0•' L6n 4' 0' Mt,. BACR OF CURB 12H PAY. 1B:1 PAX. 20:1 'MW_ SECTION A -A PERMISSIBLE CONs1RUCT*N ANT SECTION B-B NOTES: 1 FOR GENERA_ NOTES ON THE DETECTABLE WMNNG SURFACE,SEE SHMt ICE 5, 7. THIS DESGN TO DE USED FOR CCIVSTRLKTION THAT INCORPORATES NICER SDEWALK. LANI 1+'WDENREGURED AT TOP OF CAN RAW_ MINIMUM CURE RAW LENGTH R FEET FOR NEW CONSTRUCT*.. 3. WATER PM SHALL BE A MAXIMUM SLOPE OF 201 AT THE RAW OPENING. 4. DIAGONAL PLACEMENT IS NOT PERMITTED. EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT JY In LI i �0 WITHIN CROSSWALK IFCATICN A COPY OF 11E ORIGINAL SEATED AND SIGNED DRAWING '.S ON FILE N ME CENTRAL OFFICE. ERENOE CG-12 DETECTABLE WARNING SURFACE IU5 TYPE A (PERPENDICULAR) APPLICATION 502 'Cl VIRGINIA DEPARTMENT OF TRANSPORTATION �VDOT: CG-12 TYPE A C15 % NOT TO SCALE CG 12-INS DETECTABLE W AT INTERSECTION WITHIN CROSSWALK (WITH BUFFER STRIP) ROM AH`�I� 5 NYIMOs REVISION DATE I SHEET 2 OF 5 04/N rM Dy ' "">•. EXAMPLE RADIAL INSTALLATION y.R FACTORY EDGE TO FACTORY EDGE _T 2'. ]'DETECTABLE 2 MIN .WMNNG PANEL }YP. , 1 2-DETECTABLE WARNING SUR ACE DMHEO LINE 1 UNITPATTERN CUT EXAMPLE BLENDED TRANSITION (HOT FOR USE N NEW CONSTRUCTION FOR RETROFIT A ALTERATIONS ONLY) NOTES 1. LOCATIONS WHERE THE DEMCIABLE WARNING CANNOT BE INSTALLED WITH 2'. ]'DETECTABLE A MAXIMUM 2" OFFSET FROM THE BACK OF CURB SHALL HAVE A RABRIS TO WARNING PANEL MATCH RN)RIS OF T.E CAB. DETECTABLE ITL PANELB SXKL HAVE A 2'. 3'OETEC7ABLE FACTORY RADIUS OR IF APPROVED BY THE ENGINEER MAY BE FELD MI'A 4'DETECTABLE WARALNG PANEL AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE EXCX OF CURB. WARNING PANEL I. ARTS BETWEEN PANELS MEDETECTABLE WARMING MD TO SHALL BE FACTORY FOGIES. CUT SIDES OF PANELS ME NOT PERMITTED i0 ABUT ADJACENT PANELS. yOX�I1. KIGfMEN} OF DOPES ON ADJACENT PANELS THAT 'MILL BE MOOTED t0 B}N; "k _ OiM i i9Ri! FIT A SATINS SHALL BE MAINTAINED WHEN FIELD MODIFYING DETECTABLE '1. ••I ....... Y 'i:::v �J•.. •: WMTWf PANELS. �gi5pp,,'TG[I- iI::F(i .:. _off:': . m:...UEi ri il:: 4, DETECTABLE WARNING PANEL SIZES SHOWN ARE FOR EXAMPLE Ii!it i :E• ::i-ilii°I i'::u(ii ' -cauii: rrDiarj: I:_aNi N:y"Wj.'I PURPOSES. OTHER PANEL F IRE MAY S USED IN ADDER TO LOCATION '-"-' CONSISTENT KIOMFNt OF 11E pOWS FOR EACH CURB RAN LOCAIIOH. i:i:::: ........... FACTORY EDGE TO 5, W EMEO TRANSITION CURB RAMPS ME FOR ES ARE HO F SITUATIONS DUE DASHED LINE FACTORY EDGE WHERE STMDAPO qED TRAM CURB TIMES ME HOT FEASALE DUE 10 SlE P%NIPLOUE CUl FOR WWNCO BLENDED TRA14nON CURB RAMPS ARE NOT PERMITTED 2'. NIGE TECTABLE FOR NEW CONSTRUCTION WARNING PANEL 6. PARTIAL DETECTABLE WARNING DOMES THAT ARE THE RESULT OF PANELS SHOULD BE GRAM FLUSH WITH THE PANEL SURFACE. 7. GARS BETWEEN ADJACENT DETECTABLE WARNING PANELS ARE M1 PERMITTED. I. SEE PLMS FOR CROSSWALK MMI NGS. TURNING AREAS. ROUTE WIDTHS, GARDE CHANGES, AM RAN CONFDURADCO `V00T A COPY OF THE ORIGIN& SEALED AND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE. sPECIFICAt10N ROAD AM BRIDGE STANDARDS ONE DETECTABLE WARNING SURFACE REF105 SHEET 2 O 3 REVISION WIE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS %2 20,.0) AFW 0♦719 VIRGNA DEPARTMENT OF TRMSPATA70N SOX VDOT: CG-12 METHOD OF INSTALLATION NOT TO SCALE a 4 .a <a A 4" - 3,000 PSI CONCRETE °°°°°°°°°°°°°°°° 4" - VDOT #21A BASESTONE O O O O O O O O III III III III COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED \TYPICAL SIDEWALK SECTION 1 5) NOT TO SCALE 1.5" OF SM-9.5A 2.5" OF BM-25 -6" - VDOT #21A BASESTONE - COMPACTED SUBGRADE 8 ATYPICAL PAVEMENT SECTION C 1 5 NOT TO SCALE 2" OF SM-9.5A SUPERPAVE 0000000000000000 6"- VDOT #21ABASESTONE - COMPACTED SUBGRADE TYPICAL DRIVEWAY, MULTIUSE PATH 8c EMERGENCY ACCESS SECTION 1 5) NOT TO SCALE 4H75' b RESERVED_ PARKI NG- A.. Sa75 4_' 75 .7 2 2C 2C 171 I$ 25 Up R7-8 NO PARKING LEGEND- GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND -WHITE (RETROREFL) "Reduce spacing 50%. "See page 6-31. A *See page 6.2 for arrow design. 10 HC PARKING SIGNAGE C15)NOT TO SCALE B ACCESSIBL R78B vMAaeEABIE R786 WW ACCBSABM A B C D E IF G N M R L 12 B M AS IS 150 5 to UAW 3AEI Is IB 8 ITS ADB 2T5 2D I ISO 2pJ SJN 15 E F N E I� PARgK.APgCATOM DRECfENMLAPRGININ COLORS LEGEND -GREEN IRLIAGIFTIECINEI A BULK COLORS. LEGEND -WHITE DRTEDRERECINE) BACKfAGAD-MATE (RFBORFAECTNE) BAXGROUD-BLLE (RETROERECINE) v I-3C TOP 525.77 100-YR WSE 524.68 10-YR WSE 523.27 WEIR TOP 523.40 1. a 4 2-YR WSE 521.23 1 e0 24x5.5" ORIFICE 1-YR WSE 520.86 INV. 520.90 a a 2.2" ORIFICE INV. 516.72 -PROVIDE A TRASH RACK FOR THIS ORIFICE 11 ]WEIR WALL DETAIL C1 5 NOT TO SCALE A6 A7 SHIMP ADS GEOSYNTHETIC 601T NON -WOVEN GEOTEXTILE 18" ADS N-12 AROUND ALL STONE LAYERS INSPECTION PORT ENGINEERING GROUND ELEVATION 528 MANIFOLD UND ELEV. 528.05' 1.30' 2. LAND PLANNING - PROJECT MANAGEMENT STONE TOP 525. STO E TOP 525.80' CHAMBER ROW TOP 524. #3 STONE ATOM ROW TOP 524.80 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERINGCOM 0 ATOM W 0' STOPRVCH - I OLATOR R W MC-4 TYP.� 00' TOR BOTTOM 519.8' 1.1 BER BOTTOM 519.5' 6" U ERDRAIN INV. 517.50' S' #3 STO eo w 2. 8.33'E BOTTOM 517.50' A24" SUMP24" SUMP ZAa 12 AMC-4500 DETAIL C15 ' 13 OPEN SPACE EXHIBIT C15 U L' . No. 5183 9llotz► ��S%ONAL v FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 2021.09.10 FILE NO. SITE DETAILS 18.041 C15 Page 611-14 September 2019 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC4.2) NS)TES 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 (W21-51DR), RIGHT SHOULDER CLOSED (W21-SaR)'), even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed. Guidance 2. Sign spacing should be 1300W500' for Limited Access highways. For all other roadways, the sign spacing should be 50W-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Option: 3. 4. September 2019 Stationary Operation on a Shoulder (Figure TTC-4.2) Maintenace of Traffic: Page 611.15 TTC 20.2 & 23.2 to be used during entrance installation. TTC 4.2 to be used for multi -use path installation. G2D-2 (V) 500' + 80'-12V - SHADOW VEHICLE REQUIRED i TMA REQUIREMENT SEE NOTE 10 Standard: o 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity, amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating, lights. ILLUMINATED FLASHING 6. Taper length (L) shall be at the following: AMBER (CAUTION MODE) • TYPE B OR C Taper Length L SEE NOTE 9 Speed Lane Width Feet Speed Lane Width Feet • Limit 9 10 11 12 Remarks Limit 9 10 11 12 Remarks m h (mph) • 25 95 105 115 725 L=WW/60 50 450 500 550 600 L=SW 30 135 150 165 180 L=SaN/60 55 495 550 605 660 L= SW • 35 185 205 225 245 L=S'W/60 60 540 600 660 720 L=SW • SEE NOTE 6 40 240 270, 295 320 L=S'W/80 65 585 650 715 780 L=SW • 45 405 450 495 540 L=SW 70 630 700 1 770 840 L=SW CHANNELIZING Limited Access highways shall use a 1000' merging taper regardless of the posted speed, for shifting DEVICES SPACING taper see Table 8H.22 SEE NOTE 7 Shoulder Taper = % L Minimum 7. Channelizing device spacing shag be at the following: Channelizing Device Spacing Location Speed Limit Location Spas d Limk Speed Limit Spacing (mph) Spacing (Mph) Location Spacing m h 0-35 36+ 0-M 36+ 0.35 36+ Transition 20' , Tmvelwa 40' 80' 'Construction Access 1 80' 1 120' 'Construction access s tin may be incmased to this distance, but shall not exceed one access per % mile. 8. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 9. The buffer space length shall be as shown in Table 6H-3 on Page 611-5 for the posted speed limit. 10. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes. 11. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1 - 4/1/2015 2: Revision 2 - 9/1/2019 Page 6H-48 Lane Closure Operation with Temporary Traffic Barrier t NOTES September 2019 Guidance: 1. See Table 6H-5, page 611-6, for recommended spacing ofadvance warning signs. 2. SHOULDER CLOSED 1-5a signs should be used on Limited -Access Highways where there is no � ) Sa+' opportunity for disabled vehicles to pull off the roadway (see Figure TTC-6). 3. When closinga lane a PCMS should be used in advance o the first warnin sign i all o the le side dv f f 8 Sn % % ft igns cannot be installed' 4. If drivers cannot see a pull-ofjarea beyond the closed shoulder, information regarding the length of the shoulder closure should be provided infect or miles, as appropriate. 5. An emergency pull-offarea should be provided per Section 6G.18 and Temporary Traffic Control Figure TTC-8. Standard: 6. On divided highways having a median wider than 81, right and left sign assemblies shall be required. 7. Group 2 channellizing device spacing shall be at the following: Group 2 Channelizing Device Spacing Location Spacing Speed Limit (mph) Location Sparing Speed Limit (mph) Location Spacing it Limit (mph) 0 -35 36 + 0.95 36 + 0 -35 36+ Transition 20' 40' Tmvelwa 40' 80' Construction Access 80' 120' Co'atniction access spacing may be increased m this distance but shall not exceed one sagas er'/. mile. P 9 Y P For taper lengths, see TTC-19.= 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. 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. It. 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. lion: 13. 14. 1: Revision 1 - 4/1/2015 2: Revision 2 - 7/1/2018 6W RIGHT SHOULDER �o CLOSED RIGHT SHOULDER i CLOSED LOS D ROAD WORK �i AHEAD 1: Revision 1-VV2015 2: Revision 2 - 9/1/2019 September 2019 SEE NOTE 2 RIGHT ♦ ♦ SHOULDER W21-5aR T T CLOSED SEE NOTE 2 RIGNT SHOULDER CLOSED W21-5bR AHEAD SEE NOTE 2 ROAD WORK W20-1 AHEAD Lane Closure Operation with Temporary Traffic Barrier 2 (Figure TTC-20.2) O z yY TLINE BEGINNING K ¢ AT ANGLE BREAK O Z T OF BARRIER az \w w w 8" LINE a \ SEE NOTE9 SEE NOTE 8 SEE NOTE11 SEE NOTE1 SEE SEEE _ R4-V7L KEEP N NOTE 1 LEFT SEE _ NOTE 1 RIGHT IAXE � CLOSED D ROAD WORK AHEAD SEE NOTE 1 1: Revision 1-4/1/2015 2: Revision 2 - 7/1/2018 Page 6H-49 G20-2 (V) 500' ± BARRIER PANELS II NOTE 11 BARRIER DELINEATOR SEE NOTE 11 TYPE B WARNING LIGHT 3SEE NOTE 11 BARRIER PANELS - ' SEE NOTE 11 O BARRIER DELINEATOR SEE NOTE 11 300' O GROUP 2 CHANNELIZING MIN. DEVICES SEE NOTE 7 O� ERADICATE O 200' OF EXISTING PAVEMENT MARKING 11 GUARDRAIL SEE NOTE 11 I J aJ/ U • ILLUMINATED FLASHING AMBERARROW TYPE C SEE NOTE 3 p0 SHOULDER TAPER O W4-2R i OPTIONAL LONG-TERM TRANSVERSE RUMBLE STRIPS SEE NOTE 14 .16 uxf Exss MERGE W9-2L En W9-3R $:T 1 i� #ROAD W20-1 PCMS - SEE NOTE 3 ->] Page 6H-54 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (IFigure TTC-23 2h NOTES September 2019 Guidance: 1. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500 -800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishingthe limits o the work zone to insure maximum sible sight f Pos' gh distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flogger symbol sign to the flogger. 3. To maintain efficient traffic flow in a flagging operation on a two-lane roadway, the maximum time _ motorists should be stopped at a flogger station is 8 minutes for high volume roadways (average daily traffic of 500 or more vehicles per day) to a maximum of 12 minutes for low volume roadways (less than 500 vehicles per day). For additional information see Section 6E.07.2 Standard: 4. Portable Temporary Runde Strips (PTRS) shall be used as noted in Section 6F.99. 5. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 611-3 on Page 611-5). 6. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 7. Cone spacing shall be based on the posted speed and the values in Table 6114 on Page 611-6.' 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating tight shag be parked 80'-120' in advance of the first work crew. Option: 8. A SLOW (W21-V IO) signii may be required in this area to give advance warning of the operation ahead by slowingapproaching traffic prior to reaching the nagger station or queued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W3-4) sign then the signs, and if used the PTRS'should be readfusted at greater distances. 10. When a hi rail crossing exists within or "am o the transition area and it is anticipated that 8�'aY- 8 uPA' f queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -mil crossing (see Figure TTC-56for additional information on highway -rail crossings). Standard: 11. At night, flogger stations shag be illuminated, except in emergencies (see Section 6E.08). lion: 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flagger is visible to road Standard:' 14. When used', three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20- V26) sign shall also be utilized. 1: Revision 1-4/1/2015 2: Revision 2 - 9/1/2019 September 2019 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) OY3Hy saoit -T Run Oavow OVR Dula 3NY7 3N0 idea T 31RRm d019 01O 030011d 38 <1 0 > 9 S S'C'Z S31ON 33S/ NOULV.LS d3DOVl:i 1: Revision I - 4/1/2015 2: Revision 2 - 9/1/2019 DOS DRG20-2 (V) - W ROAD WORN 500+ 0 00 So- 100' 0 0 0 BUFFER NSETABLE 6H-3 80'- 120' SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 50-100' FLAGGER STATION SEE NOTES 2, 3,5 & 6 Page 6H-55 W3-4 SEE NOTE 10 W20-V26 SEE NOTE 15 W20-1 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 U 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM L' . No. 5183 9liotz► iLYIONAL V FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 2021.09.10 FILE NO. MAINTENANCE OF TRAFFIC 18.041 ly109:0941111100101191 C16