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Home My WebLink AboutSDP202100008 Plan - Submittal (First) Final Site Plan and Comps. 2021-01-22FINAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW 10 1.00' 0 2 T 'aT TT T El O o 0 Oq O 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 ZONING RI - Residential per ZMA 201800019. See proffers Sheet C2. SETBACKS Front: Minimum 5 ft from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way Maximum 25 ft from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way Side: Minimum 5 ft, unless the building shares a common wall Rear: Minimum 20 ft Building Separation: Minimum 10 ft, unless the building shares a common wall DISTRICT Rivanna SOURCE OF TITLE DB 5160 PG 296 DB 512 PG 516 PLAT SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. (April 15, 2019) w/ topography provided by Axis Geospatial, LLC (March 14, 2019) BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 4, 2005 (Community Panel 51003CO285D) this property does not lie in a floodplain RESERVOIR WATERSHED This site is within the Powell Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 10. Due to required distances from lot lines and structures as required by the NFPA, underground propane tanks may be prohibited. Plan accordingly. GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of 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. ITE Trip Generation ITETripGen, 10th Edition AM PM Use Description ITE Qty in out Total in out ITotal Multifamily Housing (Low -Rise) 220 40 Units 7 17 24 17 11 28 Trip Generation reflects AM and PM peak hour traffic. 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% Open space 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% 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 = 7,000 sf (includes 2,000 sf tot lot) PARKING SCHEDULE PARKING SCHEDULE FOR TMP 32-35 MULTIFAMILY PARKING: TWO OR MORE BEDROOMS, 2 SPACES PER UNIT + 1 GUEST SPACE PER 4 UNITS 90 PARKING SPACES REQUIRED 90 PARKING SPACES PROVIDED` `Garage to be provided with units as needed to reach 90 parking spaces TOTAL REQUIRED: 90 PARKING SPACES TOTAL PROVIDED: 90 PARKING SPACES 414R&i 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 notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11.Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional requirements and permits for demolition projects. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. TAX MAP 32, PARCEL 35 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1°=1000' g AIRPORT CENTER ,g11p a CI,rRd � Airport Road Auto Center 55 DEERWOOD 0 r k/ �0 SITE ,Qa ft p-j o„ Walgreens Q P.omtRo S P R I N G F I E L D ABINGTON PLACE The UPS Store Q F31* Target FOREST RIDGE Food Lion Tlmberwood Grill © m o.-'w Map provided by Google.com SHEET INDEX C1 COVER C2 PROFFERS C3 EXISTING CONDITIONS C4 EXISTING CONDITIONS C5 SITE PLAN C6 UTILITY PLAN C7 GRADING & UTILITIES 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 tsst FOREST LAKES WE J SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227,5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v M. SHMP No. 4 183 FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.11.04 [INITIAL SDP] REVISION: 2021.01.22 u k u uNOu COVER SHEET C1 OF 16 18.041 C1 ZMA Number: PROFFER STATEMENT 2019-00019 Tax Map and Parcel Number: 03200-00-00-03500 Owner: Albemarle Land Development LLC Date of Proffer Signature: June 26, 2019 Rezone 3.198 acres from R-1 to R-15 Original Proffers X ii. Multi -Family: Off street parking serving multi -family structures shall be Amendment relegated to the side or rear of buildings adjacent to Proffit Road and shall be accessed from the internal road network. • Residential Units: A maximum of forty (40) dwelling units shall be built on the property. ALBEMARLE LAND DEVELOPMENT LLC, is the owner (the "Owner") of Tax Map and Parcel Number 03200-00-00-03500 (the "Property") which is the subject of rezoning application ZMA No. 2018-00019, a project known as'-3226 Proffit Road" (the "Project'). Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if ZMA 2018-00019 is approved. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that they are an authorized signatory of the Owner for this Proffer Statement. 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 shalt reflect the following major elements as shown and noted on the plans: • Right of Wav Dedication: Concurrent with recordation of the first subdivision plat of the parcel. the property owner shall dedicate a portion of the property - along Proffit Road, as shown on the concept plan, to, public right of way. �• Right of Wav Improvements: Within 120 days of issuance of certificate of occupancy of the 20` dwelling unit on the property, the owner shall provide improvements within the right of way dedication in accordance with the Right of Way Dedication Section" shown on the concept plan. Parkins Standards: i. Sinsle Family Detached and Sinsle Family Attached: The front fagade of single family detached and single family attached units shall face �Proffit Road. No individual tot driveway shall enter directly onto Proffit _ Road; driveways shall only enter onto the internal road network. 1 The undersigned Owner hereby proffers that the use and development of the Property shall be in conformance with the proffers and conditions ltcrein above. This document shall supersede all " -4- 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: Albem le L d D v to t LLC By: ll COMMONWEALTH OF VIRGINIA -1 I4TY/COUNTY OF 41be ac -kt to wit: The foregoing instrument was acknowledged before me this,41 ay of J4.-We, 2019 by Albemarle Land Development LLC. OWNER: Albemarle Land Development LLC 2. INTERCONNECTED STREETS AND TRANSPORTATION NETWORKS: Upon demand by the County, the property owner shall prepare and record, at its sole By. expense, a deed or other instrument (collectively, The "deed") establishing an access Title: easement for the purpose of providing interparcel interconnectivity. The access easement shall be for the benefit of Tax Parcel 03200-00-00-029DO and Tax Parcel 046B4-00-00- 005A0 and its owners and users and shall be located to provide access from Tax Parcel 03200-00-00-03500 to any future road on Tax Parcel 03200-00-00-029DO or Tax Parcel 046B4-00-00-005A(1. Before the deed is recorded, the property owner and the County shall agree to the terms of the deed, including the access easement its location, width, and maintenance. Albemarle Land Development LLC LLC Member Tax Map and Parcel Number; 0 3200-00-00-03500 SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 Jl1STIN@SHIMP-ENGINEERING.COM CJ r-TSM. SHiPoiP No. 4 183 11 lei 4� ��`SS�nrrni ENG4fZ) FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.11.04 [INITIAL SDP] REVISION: 2021.01.22 E to i oNOo PROFFERS 18.041 SHEET C2 OF 16 C2 �36 536 PED V \ \ POLE ' s32 G \ OHU—OHUGHUGHUGHU—OHU—OHU—OHU—OHU—OHU— HU— POLE H — U—� —01{U— OHU�OHU—OHU r'� POLE v I 526 - ,^^'� yo N �' i \ / \\ \'RON Dg:.E n8 66 A FOR D IRO / FOUND % 1 G (RELATE) I / O u� Q I WELL 1BR V / 9bG a N C� T.M. 4. 4-SA I o � I � � � EX. 8" DI S ROBERT G. PETCHEL & \ \ % DI SA KATHLEE 0. PETCHEL D.B. 296-686_ I a 1 O D.B. 1685 " �2 PLAT \ % qs• EX. GRAVEL DRIVEWAY -D-:B iD6.9 28 & 29 PLAT Ic' D.B. 9 -443 PLAT � `p X Z NED Rt I TBR ;0 11 I / 2 L STE I I / �SLEE E � i \ 0, ro A rn L� TREES Z I \ 534 ----- �/ \ c� � Dense Trees � I -rn LA a m Co \ EX. BUILDING TO BE w REMOVED ZP EX. WM T z 11 O� \ BE REMOVEDABANDON m C NNECTIION 1 \ �AT MAINzo I I I I 8" DI SAN I ELK. 8" DI S EX. 8" DI SAN 8 0 0 - - - - _ U' Cr+ 0 1 T.M. 32A- -2 / r o I I\ 1 �4LBEMARLE LAND �� = c I TREES TBR N n \ \ DEVELOPMENT, L -' _ \ s rm D.B. 254-160LC \ A I rn D.B. 1794-107 A - _ \ o \ I o \I D.B. 439-185 PLAT \ o N \ c I \ D.B. 5154-753 \ mF m Z- MAPLE GROVE T.M. 32-35 � o CHRISTIAN CHURCH \ 3.20 ACRES D.B. 2303-626, I \ ALBEMARLE-LAND DEVELOPMENT, LLC D.C. 630 THIRD 633 PLAT D.B. 5i,''-Z96 01 m z \\ I01\ D.B. 1406-131 PLAT I �s D.B. 512-516 PL7cT�� o y n I A D.B. 1011-131 PLAT i s ZONED R15 D.B. 781-200 D.B. 294-5P5 PLAT I \ \ \I I ZONE R1 SR 6`49 EOP 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM - ` -© I }rri %o 1 ` 1 Ed A o l, o / € u M.S P Y ul I \ I �SIONAL 8� REES TBR 0 / // 1 1 I w I I 22 - Imo' 0 FINAL SITE DEVELOPMENT PLAN i _ I PROFFIT ROAD - Dense Ln 1 TOWNHOMES SOUTH Tree 1 S24 IRON FOUND � I Lp 526 - _ S27'59'12''W 338.89' - _ N6, \ � - o �N \ a ALBEMARLE COUNTY, VIRGINIA a _-------I----- - 528- — - - — --- \ I I I N I / SUBMISSION: 528 I 2019.11.04 INITIAL SDP] / _ 1s' NONEXCIVE RIGHT 0 _ / — - s3o LUS �ND�Ess (D.e. 505-615) — — REVISION: / / I - - - IRON 144.69 EX. GRAVEL DRIVEWA TBR c 2021.01.22 531J SET S26°08'59"W 169.50' C5' 1 01 �tiS Nrn '�o S30 IRO � � � / / / N Dense Trees FOUND "P F v — \ Q25 0 � '-.-------- 532 -- 1 532 — 110 0 INOO 18.041 EXISTING CONDITIONS SHEET C3 OF 16 Scale:1"=20' C v 05 / f / I �I I EXISTING SANITARY PIPE O l \l Brush Q \ ti� MISTING 20' UTILITY EASEMENT QQ�� - - / QQ N � z \ _ \ � � � � POLE sea, I rn MISTING SANITARY MANHOLE EstesPk-2 Q ` \ �5 LTI 'cc 526 - / 526 f I � F IRO 0 SANITARY EASEMENT \ Dense Trees FOUND \ LO I DB 301 PG 407 I Ilk N \� NiP T.M. 46134-5A Q N Imo' ROBERT G. PETCHEL & 0 ly> I 0KATHLEEN 0. PETCHEL -' \ 00 1�'1,J,J D. . 16$54196-126 AT C3 T.M. 4 4-5A CO I NN `^� 069 28 29 LAT �s ROBERT G. PETCHEL & I \ KATHLEE 0. PETCHEL r, B. 5-443 -AT CO �ZO R1 0 D.B. 296- 12 .� D.B. 1685 ":_ iL PLAT -D,B_ 10&9 28 & 29 PLAT _ Q — D.B. 9 -443 PLAT 522 X 'I Z NED R1 I \ � I — — — - \ , d SANITARY EASEMENT — — — — I I —DB 5301 PG 396 522 S BRUSH 520 �520 I w \ a, J — 520 ---� 574 516 /CP \\ o A > I e --- CP ��o \ ----- -- \ -a o _ a°DISAN_� EX. 8„ v / V� - - � J/ — 0 T.M. 32-296 1 s20- - ( - 5 / 1 cHMAPL NGCHURCH TREES �TJBR D.B. 2303- 626 � � SHIMP D.G. 63D THRD 633 PLA 1 I ENGINEERING ( 111 \ /I /I D.B.. 10O11-1311 PLAT X QTRES D.B. 781-200 '„+ TBR I LAND PLANNING -PROJECT MANAGEMENT D.B. 294-555 PLAT ) T.M. 32-29D ZONED R1 / MAPLE GROVE CHRISANCHHURCH ( 912 E. HIGH ST. 434.227.5140 D.C. 6330 THRD 633 PLAT I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM D.B. 1406-131 PLAT D.B. 1011-131 PLAT D.B. 781-200 D.B. 294-ZONEMRIPLAT — / R oC� ' U Li NO.41183 P 112s 2 I �SIONAL 8ta d o ti a I \ 1-7�REES TBR O / I 1 0 0 FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD o5z TOWNHOMES SOUTH Dense Tree_ IRON FOUND _ - i — _ 5z6 - _ S2''S9'12"w 338.89' ALBEMARLE COUNTY, VIRGINIA _ — I SUBMISSION: sza 2019. 1 1 .04 [INITIAL SDP] 530 — — REVISION: ION: 1.22 w o In 0 INOO 18.041 / I EXISTING CONDITIONS / Zo 0 2d 40 60 SHEET C4 OF 16 C4Scale: 1 "=20' � I I I � b � I Dense Trees to I I TEL. Gv POLE PED IG OHU-OHUGHUGHUGHU-OHU-OHU-OHU-OHUGHU- HU- �POLE - - OHU - OHU - OHU - OHU - OHU _ OH --�'FF HU - OHU POLE I I 0 c I BOLLARDS B 0 c rn = PROPOSED ROW EMERGENCY ENTRANCE 11 I ? DEDICATION 35.5' WIDTH " LOT 31 o I I I I I I I o I J I FROM ROAD CL FFE 527.5 0 s I I 20 REAR SETBACK I o I LOT 30 c FFE 527.5 I I OPEN I LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 SPACE I - oZ' 2600, FFE 531.0 FFE 531.5 FFE 535.?' FFE 534.0 FFE 534.5� F-F 5.55.0 F=E 534.5 FFE 534.0 FFE 533.5 I I .a 8.00' LOT 29 0 23.56' 8.00' "NO PARKING" I 1 c I rn b o I o m FFE 527.0 0 -� 23.00' 8.00' i. a o � I 20.00' c II N 1 Ic I I _ -- v ' I LOT 28 FIFE 527.0 .0 150 R o_ I . ,. I I S, .CON . a1 ° ;a a° o �� NO PARKING o �SR 1 oC. ID WAL ( v�< av, qe ° .. oa K TYP. LOT 27 ° 2Od FFE 527.D I _ PROPOSED PROFEIT NORTH NO PARKING' - - -- - � "NO PARKING" / e j I I MUTCDR8-3 I TOWNHOMES ENTRANCE 39.00' I G-12 TYPE C ro w 200'R 0 / / c I I 0 0 42.00' ro I I N I 1 0 1 0 _ o PRIVATE ROAD A LOT 0 sn 535.5 c v II �m I °' OVERLA RE o ry� . -� . - . 8 . - . 0 2 1�2 SHIMP LOT 22 A - ° a FFE 535.5 1 c II m � 2.00 5. a 6'dCONC. SIDfWALKa(TYP°.) °a 4 I FFE526.5 �., 42.°°' " - o 0. ENGINEERING2. m a LOT 9 0.I o LAND PLANNING -PROJECT MANAGEMENT x _ LOT 16 a FFE 531.5 a X X XX X o . TREA D: TB6 FFE 528.0 4 TO CO TAIN I LOT 3 1 0' as x I� CLIMBER II I I 912 E. HIGH ST. 434.227.5140 FE 535.10.0 LOT 23 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FFE 526.5 Y SWING 2,400 SF 10 (60'x4O') 0 LOT 17 x OTLOT E 5.0 31i c ° FFE 528.0 u, 10x15" m LOT 4 I SLIDER I FFE 535.0 ' C)CLIMBER LOT 24 o0 xE >20'x25" FFE 527.G jjj SR 649 EOP �ALI 0,-' IIII �(2) BENCHES LOT 11 LOT 18 a: FFE 532.0 25�00 c I N I I z x FFE 528.0 o° n10 LOT 25 1 = M. S P Y FFE 527.0 I rn N A• o "NO PAR I I LI No. 4 183 N. LOT 12 I 42.00' i 12221 4' C0 LOT 19 m . v FFE 532.5 0 D LOT 5 FFE 528.5 p ��, 'o .0 I A P N I I FFE 535.0 1 I I sslONAL EC, LOT 26 0 FFE 527.0 o 03 5,000 SF RECREATION AREA v LOT 13 I I I u 39.00' LOT 20 �; FFE 532.5 F - N q o 0 FFE 528.5 �^ m+ LOT 6 4. s -0 a I FFE 534.5 FINAL SITE DEVELOPMENT PLAN I I � 11 ri LOT 14 m I PROFFIT ROAD _ C I LOT 21 w FFE 533'0 Dense Tree LOT 7 0I I I D I TOWNHOMES SOUTH ° o m FFE 528.5 FFE 5345 N c I z LOT 15 = 533.0 LOT 8 ALBEMARLE COUNTY, VIRGINIA FFE I I I FFE 534.0 1 o I SUBMISSION: I iII I 2019.11.04 [INITIAL SDP] o REVISION: 1 i 2021.01.22 Dense Trees e <� 0 OyG 1 FILE NO. Q \bti 18.041 0oyG SITE PLAN 0 Z a \ SHEET C5 OF 16 20 0 20 40 60 C 5 Scale: 1 "=20' � I I I � b � I Dense frees -� III �I I rI V to I I EL. C POLE PED IG OHU-OHUGHUGHUGHU-OHU-OHU-OHU-OHUGHU- HU- �-y, POLE OHU - OHU - OHU - OH - OHU -OH ---rF H --OHU - POLE I I 0 3OFT ACSA EASEMENT c I I D In n O m Z N C - N m PROPOSED ROW A41) " Z4a "CAP z O a O I I I I ° I I I DEDICATION 35.5' WIDTH T LOT 31 I I I I FROM ROAD CL FFE 527.5 4 -q. ( 20' REAR SETBACK c • ° S - _ - CS E-ASC-AAENF- - 8 W A11 G EX. 8" DI SAN LOT 30 O f DI SA FFE 527.5 - S LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 I c I - A4 - FFE 531.0 FFE 531.5 FFE 53,.0 FFE 534.0 FFE 534.5 � F7E 5.35.0 F=E 534.5 FFE 534.0 FFE 533.5 I � ESTE�L SLEE LOT 29 1 I I FFE 527.0 Iv 1 ° S c ws ws - ➢ CO T I II Z TO EXIST G m WATERLI E 1 VN I LOT 28 I v z I I I W c I FFE 527.0 _ S / W �W I I n ' A m 1 o I I - - _ -I - -I �.- - a o I °.30FT ACSA EA M NT ° • - o- o N A9 OV / 1 c -- 9 PROPOSED PROFEIT NORTH FFE 527.0 .0 5 8 WM C/Q ,° .' o --- _ (TYP) 1-0 �/ I mo/ _ I TOWNHOMES ENTRANCE -- V°-I Wu' A4B W W W w=6J W n W- AW�W-W VW+oW ' EX. 8" DIS DU X1® I hc I I PRIVATE ROAD A A8 2' LOT v - x8" TEE A5 DI S (TYP.) FFE 535.5 c --- - 24" HOPE STORM 36" HP STO DI-3 " " - ° 4 I m A3 GVNEW ' 3,. i I- 4F 12'-3C W W ° 8 a yA z �, JHDP PIPE FH T211 SHIMP A LO I LOT 22 A � 535. I o c9 g. A� ° A7 a \ �S FFE 5 I � I FFE526.5 D -I I ENGINEERING2- S I m 4" L T. (TYP.) ° O O LOT 9 -S I o I LAND PLANNING - PROJECT MANAGEMENT p Ig LOT 16 X _ FFE 531.5 o FFE 528.0 �� S LOT 3 1 LOT 23 N as x I S 71, S I FFE 535.5 IG I I 912 E. HIGH ST. 434.227.5140 ,° °a I I I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERINGCOM FFE 526.5 S ¢ 10 LOT 17 e x x-I~OT 5320 S o I __ ..Lo. i I N FFE 528.0 03 S --� LOT 4 c M 1 a 8 P. -) I S 5 FFE 535.0 LOT 24 (T I - 'x ut j x (T1P.) I FFE 527.0 1 I B 11 I o S R 6 49 E O P ° S I N Lo 11 s � 3 LOT 18 X 0�. . SPECTION QR FFE 532.0 n FFE 528.0 ZE Z X LOT 25° n> `c 1 c U M. S P a FFE 527.0 I m A s 5 I Li No.4 nI83 ° N N. LOT 12 .� w I o C0 LOT 19 m FFE 532 X - ws WS WS N FFE 528.5 I.OT 5 A N I-S I ) FFE 535.0 I \ I SSIONAL Ell LOT 26 u y- FFE 527.0 AT (T'P 13 03 ➢ Z ? �' S ➢ LOT 5 I I I O :E LOT 20 532.5 A4H `ate r*� LOT 6 cOv I 5 " FFE 528.5 S S � o FFE 534.5' � � � � . I � FINAL SITE DEVELOPMENT PLAN s 7.5' LO( 14 -S _� _ I PROFFIT ROAD S LOT 21 DRAINAGE EASEMENT w FFE 533.0 ws W. I rm Dense Tree I . A LOT I TOWNHOMES SOUTH CA FFE 528.5 . . . . . S �' \ m L S S 4" LAT. (TYP.) FFE 534.5 I I I m d ILOT 15 4" LAT. FFE 533.0 -S ALBEMARLE COUNTY, VIRGINIA 4o I S S E0 LOT g34.0 0 l I I 9C SUBMISSION: II ° 5a I FF I \ € I 2019.11.04 [INITIAL SDP] II REVISION: 1 . 0 0 I 2021.01.22 o \ 0 0 c Dense Trees e <� 1 0 1 1 1 0 01 I FILE NO. Q \bti 18.041 Q \ 0 oy UTILITY PLAN 0 �1 \ I Z a 1 \ SHEET C6 OF 16 20 0 20 4o 160 C 6 Scale: 1 "=20' ISO NEEDED FIRE FLOW DATA: I- \ TOWNHOMES ARE CONSTRUCTION TYPE V-B WITH 2400 SF MAX FLOOR AREA PER UNIT. \ - 534 ISO NEEDED FIRE FLOW = 1500 GPM \ Dense Trees \ \ AVAILABLE FIRE FLOW = 2247 GPM \ \ 36 536 V ^ \ - / TEL. \ PED J v POLE - OHU-OHU---OHUGHUGHU- OHU-OHU-OHU-OHU -OHU- HU POLE N _ _ - � OHU - OHU - OHU � OHU - OHU - �_OHU POLE 3OFT ACSA EASEMENT \ • 1 c 1 1 ,532526 � P 526 SED I I8 O,R0 e27Z4aCAPA4D a DFDCATION35.5'�WIDTH 0 FROM ROADOL LOT 31 - - - v ° o I FFE 527.5 4" ( I \ \ \ 1 - 1 a- S -7 NE4 �Sk &ASEMEN4- f A11 0 EX. 8" DI S n 8" W \ o G\ DI SAlJ(ID. _ q LOT 30 O- O- 4 `-FFE-527.5 \ - S ?8 'LOT 32 LOT 33\ LOT 34 `LOT 35 LOT 36 LOT 37 LOT 38 OT 39 LOT 40 A4 \- - FFE 531.0 FFE 531.5 FFE 533,0 FFE 534.0 FFE 534.5 F=E 535.0 F=E 534.5 F E 534.0 FFE 533.5 / A 2 LF STE L 3 SLEEVE rn LOT 29 FFE 527.0 .� e S , A - -- - -� 2_ �, \ / CONINE T c I w r 30 Z 2 TO EXIST G I �1 \ WATERLI E I s 1 \ T/� LOT 28 I o A �S A C FFE 527.0 ° S Vv 2 j+ \ 30FT A�CSA EA M NT LOT 27 ° C N e y C/Q ; \ o FFE 527.0 o _/ \ / �\ ( ) -- Ag \\ -w w uW w Rti we w- w W w �-- w w� w vt� I 1 z 8" DI SAN aA -I) e� EX. 8" DI S�l N _ �� LDI .x - n `< x8" TEE -� PRIVATE Rv.. 4 ! A8 2' DI- A 5 c N \ 2 A5 S T (TYP.) E 535. 24' HOPE STORM �1_ 5 5 36' HP STO DI-3 S 1 S20_ - - 1 WnA GV NEW' A3 12' DI-3 W o a $ _ FH 2 HOP PIPE A A _ _ _ p x�\ S� A ��SHIMP IN N LOT 22 � \ a. A7- FFE 5 5.5 I I 1 \ \ FIFE I a P ENGINEERING2. m a S 4" LAT. TYP. � O O LOT 9 � S � - o • � ( ) ° .. 1 I \ I � 1 LAND PLANNING -PROJECT MANAGEMENT o LOT 16 X FFE 531.5 \ 1 o FFE 528.0 \ \ a • ° �� s � LOT 3 � I a 5 1� 5 535•� I o I 1 1 \ 912 E. HIGH ST. 434.227.5140 LOT 23 S I m I FFE c 1 \ \ \ CHARLOTTESVILLE VA, 22902 JUSTIN SHIMP-ENGINEERINGCOM FFE 526.5 ,. . S \ - - T 10 _ i LOT 17 x x �' FFE 532.0 0 ws Z / FFE 528.0 LOT 4 ° M �. 8 WM 5 S F E 535.0 \ \ 5 \ LOT 24 (T P. (TYP.) \ \ a N FFE 527.0 - - --- -- __ ° x j 11 1 0 `� \\ \ \ \ ��AL•I - - - --- N LO , 5 -�. \ ti I 9B 1 0 \ O O LOT 18 :y . X o SPEdTION QR ° FFE 532.0 FFE 528.0 C`6b LOT 25 a 1 SR 49 E O P " M s r a FFE 527.o I s 1 \ \ Li No. 4 11183 LOT 12 �- I \ i._. 22 l ` 4 ILOT 19 FFE 532.5 FFE 528.5 ° " LOT 5 s 524 I rn T ) FFE 535.0 \ 11\ \ 1 rSIONAL Ell LOT 26 5 \ - - D FFE 527.0 -- I LAT (T'P �. ; ;a LOT 13 5--- I OS � LOT 20 / �. Pq FFE 532.5 A4H 5 " FIFE 528-5- ° 5 LOT 6 c 1 Ov ° s 5 't- FFE 534.5 A ' FINAL SITE DEVELOPMENT PLAN e e ' Lo114i -5 _� _ m 1 PROFFIT ROAD '\ - - -%Z4A S LOT 21 l DRAINAGE EASEMENT : w FFE 53 '0 ws �ws 7 \ I 1 0 1 TOWNHOMES SOUTH Dens Tree \- - - I CAP - --- FE 528.5 A m 52 v /I 5 5 4„ i (TYP.) FFE 534.5 1 z 75 ------ LOT i 15 q" LAT. � \ 0 1 - - - -- - - - - - - - - - - Sze - _ - _ _ �., FFE 533.0 '_S s s ' - LOT 6 \ / ALBEMARLE COUNTY, VIRGINIA - - - - - - - I 34.0 I I sC 1 1 SUBMISSION: 530 - - 528 - - - - - - - - - - - I 1 z° s3 3 FF I \ 0 1 / 201 9.1 1.04 [INITIAL SDP] - - - \ o \ / REVISION: / - 0 530 _ _ o I 2021.01.22 Dense Trees --------- 532 1 - - 532 - - a ( d \ � I FILE NO. o1 il�� 18.041 G 0 1 1\0y GRADING & UTILITIES 0 v `� `v \ \ SHEET C7 OF 16 20 0 20 ao 60 Scale: 1 "=20' C EXISTING \ �$ANITARY PIPE %! \ 0' Brush o � sao \ ti� XISTING 20' UTILITY EASEMENT 530 OF 01 01 XISTING SANITARY MANHOLE Q -52g— Q I U' ' — 30FT ACSA EASEN 01 i S2� 0 \ \ \ 's �/ / / 0 SANITARY EASEMENT Dense Trees I DB 301 PG 407 N A4D 00 7-7� 2O Z4a JA LOT 31 4" FEE 527.5 ZEN S 0 I . 0 ws ws o' r ^ 00 B ) 4 LOT 30 Y. -FFE-52,7.5 I I I -- 5�2 \ X 01 � a N \ \ 0' SANITARY EASEMENT — rn LOT 29 I I —DB 5301 PG 396 — — f � � � 522 \ FEE 527.0 , a s \ 1 RI � BRUSH 1 I\VJH A CH `520 N LOT 26 I v ' cq ZE FEE 527.0 j o SHE C7��, BSI D - 1 c �_ LOT 27 I f l rs� f� z \\ FFE 527.0CP CP O 516 1 NEW 2- 24.HOPE A B <p DRAINAGE EASEMENT STORM A2N6_ _4A `r 1� 2'a E STORM 5Q 24" HDPn 5.' A3 12' DI-3 W 4 22a LOT < FEE 526.5 s' Si ax LOT 23 i FEE 526.5 S LASS A RIFE-RA� m _ P. LOT 24 IT - cr �' / / _ FEE 527.0 522 Al I I I � I I I I I Cb � 1 II I SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912E HIGH ST 434227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 71y M. SUMP � No.4 183 �[22 2� 4 SIMAL ECG FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.11.04 [INITIAL SDP] REVISION: 2021.01.22 — — FILE NO. 18.041 / / GRADING & UTILITIES y % SHEET C8 OF 16 Scale: 1 "=20' lam/- j8 ems, — — — — -14 STATE, ROUTE 649 390' INTERSECTION SIGHT — — - -- DISTANCE RIGHT — — — — — Sg - - -- — -- — — — i _ � — — — — — — — — — 51.65' — �— po E — — — DISTANCE TO MOUBRY LANE - - - - - _ - - 532 - - - - - - I a 540 535 530 525 5 S� I F �, nlcrnnlcF rn MOUBRY LANE i N 20 0 20 40 60 540 535 530 99n 5525 16+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+OIf0 --� O '7 S — ----- --�— \ --- I --' ----- 534 �� — - — — — — — — — STATE ROUTE 649 5r N 3.65------- __- 1GHT-DISTANCE L — - / -- w _ __- -- — - 390' INTERSECTION SIGh- -,,ha DISTANCE RIGHT — — —IV 41r- m N 20 0 20 40 60 Scale: 1 "=20' 540 535 530 525 520 MOUBRY LANE I SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM XM. SMP KI o.4 183 I(22 21 44 AnXTAi A FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.1 1.04 [INITIAL SDP] REVISION: 2021.01.22 FILE NO. INTERSECTION SIGHT DISTANCE PLAN & PROFILE SHEET C9 OF 16 C 9 N 53 53 52 52 51 51 540 535 530 525 520 515 510 505 500 Z4 Z4a IM m - ta m . . ILA • - mmm ■ —m■■ I ■ C9 ■ ■ Im D In 535 530 525 520 515 10 14 53 53 52 52 51 51 Z4b w c-ra IRli Gem .bt ��• Eme�� ■■� ■� ■■� lm�� Elmer I- = ■�0 _ 535 530 525 520 515 10 z 54 ZS 53 53 52 52 51 Z5a �-: —mm C+' =mm ■ ■ �— . ■ f— m i z 10+50 11+00 11+5D 10+50 11+00 11+50 — >z z 'SANITARY SEWER PROFILE Z4—Z4a C10 HORZ: 1"=20' VERT: 1"=10' Ai A2 2 SANITARY SEWER PROFILE Z4—Z4b 10 HORZ: 1"=20' VERT: 1 "=10' 10+50 11+00 3�SANITARY SEWER PROFILE Z5—Z5a 10 HORZ: 1"=20' VERT: 1 "=10' A3 64) 11+50 540 53S 530 525 5520 12+pD15 M U MDnnCnD A Ki_ V 3 a Q O O w N � N + /GRADE LINE 4 � QZ _ O W O H GRADE _ _ — O - 1 -36" HP 6-. Q ^34.9 _ Z H N — �!J [O ^ N _ - 10+00 10+50 11+00 4 STORM SEWER PROFILE Al—A6 C10 HORZ: 1"=20' VERT: 1 "=10' A7 A8 A9 A 00 540 535 T 530 w z 525 520 515 0 cli uNi H 510 S 11+50 Ail 12+00 _. ■ � lI �a1��Y•i•L��y ■ _—m MEN •—1liL4�7�" rititL'.il■'ITJil9 . ■�:u]i�a'rari�'.inr� �iiii7f�IY � � C�� • tip =_ 10+00 10+50 11+00 5 STORM SEWER PROFILE A7—All C10 HORZ: 1"=20' VERT: 1"=10' 53 A7 5 530 525 520 L 2'M T 515 510 540 535 530 525 520 515 510 505 12+50 13+00 13+50 14+00 c A9 A9A M A9B 535 w z 530 525 14+50 15+00 A9C �� n ® • ..•••• t � rLe17_GTi•—i�1 i� i� ■ ____ •I_•l l.iA•li• -� � 11+50 12+00 10+00 10+50 11+00 6 STORM SEWER PROFILE A9—A9C C10 HORZ: 1"=20' VERT: 1 "=10' 1 � �3MOVIMM � m m IL7■ �—N�■ �IiIY%■M_ YS■■■1■■■�■ �1�1 WL�. _ �lw 10+00 10+50 11+00 MC-4500 Cl 0 HORZ: 1"=20' VERT: 1"=10' 535 530 525 520 515 510 11+50 11+50 12+00 12+50 15+50 540 535 530 525 520 515 510 13+00 0 16+50 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENEINEERING.COM SIRMP ;t No.4 183 I(22 21 44 AnXTAT A FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.1 1.04 [INITIAL SDP] REVISION: 2021.01.22 FILE NO. • a1 UTILITY PROFILES SHEET C10 OF 16 c 10 10+00 10+50 11+00 5 STORM SEWER PROFILE A7—All C10 HORZ: 1"=20' VERT: 1"=10' 53 A7 5 530 525 520 L 2'M T 515 510 540 535 530 525 520 515 510 505 12+50 13+00 13+50 14+00 c A9 A9A M A9B 535 w z 530 525 14+50 15+00 A9C �� n ® • ..•••• t � rLe17_GTi•—i�1 i� i� ■ ____ •I_•l l.iA•li• -� � 11+50 12+00 10+00 10+50 11+00 6 STORM SEWER PROFILE A9—A9C C10 HORZ: 1"=20' VERT: 1 "=10' 1 � �3MOVIMM � m m IL7■ �—N�■ �IiIY%■M_ YS■■■1■■■�■ �1�1 WL�. _ �lw 10+00 10+50 11+00 MC-4500 Cl 0 HORZ: 1"=20' VERT: 1"=10' 535 530 525 520 515 510 11+50 11+50 12+00 12+50 15+50 540 535 530 525 520 515 510 13+00 0 16+50 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENEINEERING.COM SIRMP ;t No.4 183 I(22 21 44 AnXTAT A FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.1 1.04 [INITIAL SDP] REVISION: 2021.01.22 FILE NO. • a1 UTILITY PROFILES SHEET C10 OF 16 c 10 11+50 12+00 10+00 10+50 11+00 6 STORM SEWER PROFILE A9—A9C C10 HORZ: 1"=20' VERT: 1 "=10' 1 � �3MOVIMM � m m IL7■ �—N�■ �IiIY%■M_ YS■■■1■■■�■ �1�1 WL�. _ �lw 10+00 10+50 11+00 MC-4500 Cl 0 HORZ: 1"=20' VERT: 1"=10' 535 530 525 520 515 510 11+50 11+50 12+00 12+50 15+50 540 535 530 525 520 515 510 13+00 0 16+50 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENEINEERING.COM SIRMP ;t No.4 183 I(22 21 44 AnXTAT A FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.1 1.04 [INITIAL SDP] REVISION: 2021.01.22 FILE NO. • a1 UTILITY PROFILES SHEET C10 OF 16 c 10 10+00 10+50 11+00 MC-4500 Cl 0 HORZ: 1"=20' VERT: 1"=10' 535 530 525 520 515 510 11+50 11+50 12+00 12+50 15+50 540 535 530 525 520 515 510 13+00 0 16+50 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENEINEERING.COM SIRMP ;t No.4 183 I(22 21 44 AnXTAT A FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.1 1.04 [INITIAL SDP] REVISION: 2021.01.22 FILE NO. • a1 UTILITY PROFILES SHEET C10 OF 16 c 10 540 535 530 525 0 0 0 0 0 ® o o O o .6 N o rn o m o o o o 0 I� K] pj n f � ^.t0 [O HJ HJ HJ HJ HJ FFy HJ HJ HJ NW fnW N W InW NW 1p;W Inw NW NW 1 ROAD A PROFILE C11 HORZ: 1"=20' VERT: 1 "=10' O� M NO OIL �.O + M t M H J N W H J N w a PM STA. 10+35.00 a PVI FI FV..931.4R S 1_�4YIl 13R�! 7 10+50 2 ROAD B PROFILE C11 HORZ: 1"=20' VERT: 1 "=10' 3 ROAD C PROFILE LijC11 HORZ: 1"=20' VERT: 1 "=10' U U 2 d 11+00 PM STA. 11+21.25 11+50 540 535 530 525 12+ff 535 530 525 520 SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM XM. SMP KI o.4 183 I (22 21 w4 AnXTAT FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.1 1.04 [INITIAL SDP] REVISION: 2021.01.22 FILE NO. ROAD PROFILES SHEET C11 OF 16 cil LOT 31 FFE 527.5 a LOT 30 f FFE 527.5 - \ LOT 29 FFE 527.0 LOT 28 FFE 527.0 LOT 27 FFE 527.0 81. DI SAN < S f re SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SO. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. LOT 22 FFE 526.5 LOT 23 FFE 526.5 LOT 24 FFE 527.0 LOT 25 FFE 527.0 LOT 26 FFE 527.0 11 F. _...... ....... I I D Ie m o N N m z n � I 20' REAR SETBACK I I I °1 o 1 fo I 0 c � LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 • / I FFE 531.0 FFE 531.5 FFE 533.0 FFE 534.0 FFE 534.5 FFE 535.0 FFE 534.5 FFE 534.0 FFE 533.5 / f� f � � 0 II - f a �. a 30FCSA EA M. NT • 0 0• " o a a• a � W W � pV W W� Wcn W cW W �n W W Wg W W W W. W n :E _ _ -S - _ / 3;EX. 8" DI N DI SA .. - .. -- .. PRIVATE ROAD A i - W D _ • m •'.: • NO 0 LOT 9 S Ap LOT 16 i X FFE 531.5 I o FFE 528.0 n e LOT 10 S 60 40' LOT 17 X TO LOT X _ FFE 532.0 FFE 528.0+ ' X X �g ° a I LOT 11 LOT 18 _ a FFE 532.0 z x FFE 528.0 ..o • P N � �. . m LOT 12 � mD LOT 19 m " -'1 FFE 532,5 x FFE 528.5 � A m m y 5,000 SF REC v L 0 T 13 LOT 20 y• FFE 532.5 FFE 528.5 ).� a 1;. .•n, LOT 14 fs S Q LOT 21 DRAINAGE EASEMENT �'� FFE 533.0 FFE 528.5 I . . . . r d LOT 15 FFE 533.0 I3X ROOTBALL DIAMETER DIM. TREE PLANTING DETAIL Not to Scale FINISHED GRADE EXISTING GRADE I LANDSCAPE SCHEDULE Plant Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy In 10 Yrs SF Large Deciduous Tree Quercus robur English Oak 11-1j" 14 31 329 4606 Tt Large Deciduous Tree Tilia tomentosa "Green "Green Mountain" 1J-1 J" 17 25 276 4692 Mountain" Silver Linden Large Deciduous Tree Betula nigra "Heritage" "Heritage" River 1J-1 J" 14 25 397 5558 O Birch 0 Large Deciduous Tree Quercus bicolor Swamp White Oak 1J-1 J" 16 31 299 4784 Ornamental Tree Gerais conadensis Eastern Redbud 6-7' Ht. 6 17 124 744 Ornamental Tree Corpus florida Flowering Dogwood 6-7' Ht. 5 17 124 620 Ask Screening Evergreen Cryptomeria japonica Cryptomeria 4-5' Ht. 8 25 123 984 TOTAL SF: 21004 z}' • / / 1 ut W o -=- i 1 .• c 2 20 0 PROPOSED ROW DEDICATION 35.5' WIDTH Scale:l"=20' I FROM ROAD CL I - - _N"-2-o CSA- E_A-SQEM€N_T__ - - EX. 8" DI SAN STEI�L E I I I I II I II I I i i L0T G I � ISS FFE 535.5 =m S FFE 535.5 3 1 c I I I ��CC. S S LOT I S I FFE 535.5 yl S Im G I O I w � - of a LOT 4 \c 5 FFE 535.0 I I � � I �w SR 649 EOP o I 1 C LOT 5 I\ I N S S I FFE 535.0 1 o I N q o r^ LOT 6 S FFE 534.5 I A o �S � I 1•, c � I we L I S LOT 7 m I S As FFE 534.5 I I • o � / I S LOT 8 1 I FFE 534.0 = I I I c M $ a 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 REARED: 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 RED: 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 60 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I)d KI M. SMP No.4 183 I (22 21 w4 ArATAT ti�G FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.11.04 [INITIAL SDP] REVISION: 2021.01.22 FILE NO. 18.041 LANDSCAPE PLAN SHEET C12 OF 16 C12 z}' • / / 1 ut W o -=- i 1 .• c 2 20 0 PROPOSED ROW DEDICATION 35.5' WIDTH Scale:l"=20' I FROM ROAD CL I - - _N"-2-o CSA- E_A-SQEM€N_T__ - - EX. 8" DI SAN STEI�L E I I I I II I II I I i i L0T G I � ISS FFE 535.5 =m S FFE 535.5 3 1 c I I I ��CC. S S LOT I S I FFE 535.5 yl S Im G I O I w � - of a LOT 4 \c 5 FFE 535.0 I I � � I �w SR 649 EOP o I 1 C LOT 5 I\ I N S S I FFE 535.0 1 o I N q o r^ LOT 6 S FFE 534.5 I A o �S � I 1•, c � I we L I S LOT 7 m I S As FFE 534.5 I I • o � / I S LOT 8 1 I FFE 534.0 = I I I c M $ a 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 REARED: 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 RED: 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 60 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I)d KI M. SMP No.4 183 I (22 21 w4 ArATAT ti�G FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.11.04 [INITIAL SDP] REVISION: 2021.01.22 FILE NO. 18.041 LANDSCAPE PLAN SHEET C12 OF 16 C12 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 REARED: 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 RED: 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 60 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I)d KI M. SMP No.4 183 I (22 21 w4 ArATAT ti�G FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.11.04 [INITIAL SDP] REVISION: 2021.01.22 FILE NO. 18.041 LANDSCAPE PLAN SHEET C12 OF 16 C12 FRAME & COVER +' CMIPRMICN " 3; 4' MALE M'E coa=U%:: OR APPROVED EOJAL — (SEE FIG. S-I-D,E) SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE w STREET SURFACE OR NON AREA 1' OPP SOFTT CCOPPED FOR USE ON ATTACHED SINGLE FAMILY AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS -PAVED INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE SLOPED AREA mil/ RND IRNIIAL ONr JFVJ OR DLAL RESIOENIML AND ENTIAL SE SICES OS LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE R1'w1' ME TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. w. 1'-0" MAX 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 3000 PSI CON(. BASE 2'-0" Na7E I' 0 NO SWEATED FTTINDS BE CONNECTED USING A PIPE SADDLE. ? 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q BENCH SLOPED TO FLOW a (1/4" PER FOOT) �1 CHANNEL 1/4" : 1' MIN RUBBER COATED STEEL „ 3 MIN !;UAL SERVICE STEPS CAST IN PLACE -0 1' CCMPRF59Oh . c/,+' MADE PIPE COUPLING 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN _ M PRECAST REINFORCED ' CR APPROVED EQUAL DIAMETER OF 4". CONCRETE SECTIONS 12"- MIN "0" RING SEALS a 16" MAX 1' T+PE'x' SOT COPPER 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. „ BRANCH MINIMUM ELEVATION141 12 J J DIFFERENCE ACROSS M.H. 5" 4'-0" 5' Fl LSE ON DETACHED ANC1E FAMILY SERVICE SALT FROM INLET TO OUTLET _ = RESIDENTIALE AN IWmAnw Is NOT TREATED �- SHALL BE 0.20 FEET. 2 x 4 CONCRETE VARIES FINISHED GROUND MARKER a 2 DEPTH OF FLOW SINGLE SERVICE CHANNEL TO BEFILLETS 3/4 DIAMETER OF TE CONTRIBUTING -- =-i_.- ` 4 II� CAST IRON U. SEWER. a a. ° ` 12 I FINSHED GRADE A FILLETED INVERT FOR A SMOOTH t Z• ,5. NOTE: FLEXIBLE CONNECTION TRANSITION OF FLOW BETWEEN LOL"'"'" MEJER WITH STAINLESS STEEL ALL CONNECTIONS TO INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING ' "ALL Box (INLET g BAND EXISTING MANHOLES SHALL NOTE W/ NO. 68 STONE 36, MIN OUI�fl ' COPPIERSETTEN w BE CORED AND A FLEXIBLE " " BE"= ^av uHc n r \ PLUG END OF CONNECTION BOOT 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE 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 :--. .,,.; 11 45'O0 EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED As caRPoaanw sra <; ;v`a. �;fY`:". URICKNECESSARY NECESS,RY TYPICAL MANHOLE PLAN INSIDE AND OUT. .�` :�"�y'• -r:,�'+fi'', SAND OR DLST UNOER- 4' G STCNR DOCK "PE T °°"""°jORN `z~"�' I>' ' '' ""°`"` L�asTD.F°OCKET, hOT SHOWING BRANCH TIE IN TYPICAL MANHOLE SECTION d"�w TM°fN�1 _.•. `-1P.. ='''J SPEC 7° nn 3> <GGELATE .ae.LK•.:...x SHOWING BRANCH TIE—IN TYPICAL SERVICE LATERAL INSTALLATION NTS N.T.S ,f ++ (5/8 & 1 METERS) IN LINE WYE-TEE FIG. S-I-B FIG. S-I-A PLAN NTS FIG. W-6A VARIES TD-27 TD-25 TD-10 R 1 ACSA: TYPICAL MH TIE IN PLAN VIEW 3 ACSA: TYP. MANHOLE SECTION BRANCH TIE-IN 5 ACSA: TYP. SERVICE LATERAL INSTALLATION SEWER SERVICE LATERAL CONNECTION C13 NOT TO SCALE C13 NOT TO SCALE C13 NOT TO SCALE N.T.S. FIG. S-2 SHIMP TD-33 �- PLACE 5' GALVANIZED WITNESS " POST WITH GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL f CAPPED ENDS PAI'�TEr L.iE IN REMOTE APE=- AS DIRECTED_ MARk'E L -.TION MAY BE ECT 7 ACSA: SEWER LATERAL CONNECTION ENGINEERING2. T^ HIGHWAY DEPART! tE`.T APPROVAL NOTE' MIN. 60' DIAMETER MANHOLE REQUIRED. LAND PLANNING - PROJECT MANAGEMENT C13 NOT TO SCALE qMH. GRADE STEPFINISHED faro q DROP MANHOLE PVC CROSS u 24" IN INITIAL BACKFILL16" ill-, 912 E. HIGH ST. 434.227.5140 USE APPROVED FLEXIBLE RUBBER y° 2' q Boor. ° MIN MIN. CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM BEDDING °8 STONE o = v Xn )1 �• ': " *STABLE SOIL ROCK -4 !:1STABLE TRAFFIC Ri-TEI1 6GASKETED Q STOP COUPLING ° �...�* -LVE BOX W/ LID o — 27' * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL I DROP PIPE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND — _ PIPE STRAPS (STAINLESS STEEL) THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES — SPACED EVERY 2' VERTICALLY #68 STONE. VILLE THREADS WHICH IS z 4 q THE LOCAL STANDARD. 90' RESTRAINED BEND / \ U M. S P f SEWER FOUNDATION IN POOR SOIL UNDER —CUT CONDITION LENGTH OF BRANCH VARIES Li No. 4 183 a INFLUENT 6' MIN wl (270-) 2' TO 10' 1 a ° "' q> " ° • ° MAIN ' - - SEWER P A' q 4 .F° 6 na e' PIPE 18"-22" 7 CU. FT. ALVE Box _ SSIONAE� L -1J -TE VAL'•E PLAN 4' I INITIAL BACKFILL 4 MI #68 STONE UNSTABLE e" s" a" e" SOILMIN. MIN. MIN MIN. #68 STONE -- ----- i ---- PROFILE MIN, 6' BEDDING WITH NO, 68 STONE P. - GRANULAR FILL AS APPROVED BY ACSA a:;..1.'..i:,:"�;i.� 6" GATE 42"MIN '. ° A•✓ VALVE 1. H EIGHT OF TH E VERTI CAL DROP PIPE WILL BE DETERM I N ED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO � ` �° •.A))�• 8" X 6" FINAL SITE DEVELOPMENT PLAN ABLE SOIL OR ROclC STABLE SOIL OR ROC (2) FEET. TEE WATER iL 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 -� , , , ., • �� : j ' PROFFIT ROAD THE DROP FITTING WITH STANDARD GASKETJOINT. NOTE BASE AND THRUST e. ":�•': BLOCK AGAINST TOWNHOMES SOUTH -1 3{ 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. UNDISTURBED STABLE STAINLESS STEEL. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED SOIL. STEEL PILE ' 2500 P_S.I. 4. SHAPE INVERT ASNEEDED TOPROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT ABOVE THE INITIAL BACKFILL. RESTRAINED JOINT FITTINGS TO SPRING LINE OF MANHOLE INVERT. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. WHEN THE SOIL IS DISTURBED OR WHEN CONCRETE a 2'x 2' BEARING AREA, 4.N0 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED A HYDRANT IS LOCATED IN A FILL, IN ADDITION ALBEMARLECOUNTY,VIRGINIA THRUST BLOCK d S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. TO POURING CONCRETE, A STEEL PILE SHALL IN THE TRENCH' BE USED AS ADDITIONAL SUPPORT. SUBMISSION: 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. e - v e 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE SO" OR 12" DIAMETER DROP CONNECTION, OR 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 2019.11.04 [INITIAL SDP] • A TWO 8" DIAMETER DROP CONNECTIONS. ° a DUCTILE IRON WATER NOTE : REVISION: STANDARD INTERNAL DROP CONNECTION 2021.01.22 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 NTS W-2 3.FINISHED INCLUDING GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND FIG. VALVE BOX. TD-30 TD-2 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. TYPICAL v ATE VALVE IT IS NOT ALLOWED IN THE DITCH. 4 ACSA: INTERNAL DROP CONNECTION 6 ACSA. DIP INSTALLATION 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF NTS REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE C13 NOT TO SCALE C13 NOT TO SCALE FIG, W-5 PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. FILE NO. — 18.041 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL ACSA DETAILS 2 ACSA: GATE VALVE TYP. N.T.S. C13 NOT TO SCALE FIG. W-4 TD-8 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 24"MI INTIAL BACKFILL* 8"MIN (6AI LIFTS) EMBEDMENT t IF THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONEL< BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE aanawftALL 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 I I ae A -I (RADIUS TO BE AS MT STREET APPROACH SAME SIAM ING AS MAINLINE ROADWAY (SEE NOTE 61 SHOWN ON PLAT) C `. - - - - - - -I} - I M 1RAgVS TO E AS NAME. COMBINATION SHOWN ON PLAN) CURB AND G11TR / CO-6NOTE 71 ,(SEE I I l NOTEE 2) F OPTION& 8" ROW LIE ED I .EvO O NOTE: WIDTH "B' 2•-0' OR As GR MANLAE RDADWAY SHOWN O4 TYPICAL SECTION. Ar PLAN VIEW MNNLFE ROADWAY SLOE D'PMAB()LC CURVE EDGE O SHOULDER OR STAR%. D SLOE aNMHDE ® EPTIAAL FLOW LIE _ -----F V MANNE ROADWAY ------.+_---_- I MAX. ® D 15%SLOPE SLOPE GRANGE SAM 5-MN.' CO 14EWl ENTRANCE ® CONSTRICT GRAD CHANGES WITH A PARAMUC CURVE. SECTION A - A B o -if. - . D LSAD `l. .F. M, M•M. , _ O1 .8. •Y. _ CONCRETE SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTER: GENERAL NOTES 1. WHEN CO-W6 USED FOR STREET CONNECTIONS THE CONNECTION INLET E DESIGNED N ACDRONa WITH A91TO POLICY AND THE APPLICABLE REOUIREENTS OF THE VDOT ROAR DESIGN MANUAL. INCLUDING SORT DISTANCE REGNETENTS. 2. WHEN THE ENTRANCE RADA CANNOT ACCOMMODATE THE IURIWIG EGIBMEMS O ANTICIPATED HEAVY TRUCK TRAFC TIE CEPTM FOR SIDEWALK 6 CURB RAPS WITMN 1HE OUTS OF THE RADMSIOLLD E NCIEAYD TO T. 3. WHEN MHO N CO6MMCTXM MTN STANDARD CO-3 OR CG-), THE CUB FACE ON THIS STANDARD 6 TO E MIJUSTEp TO MATCH THE MOUNTABLE CUB CONFIGWA11Oi. 4. SEE STANDARD M-12 FEW CURB RAP DESIGN TO E USED WITH THIS STANDARD, 5. OPTDNAL MMM MAY REWIRE MAPPING O A PORTION BE GUTTER TO PRECLUDE FORCING O WATER. ENTRANCE NOTES 6. RUNS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LIINE IS REQC" TO PROVIDE POSITIVE MM,E AC ROSS 7. MAINLINE PAVEMENT SHALL E CONSTRUCTED TO THE R/W LINE EXCEPT MY SIBGRAM STABILIZATION ORETITTWDFOR M THE ENTRANCE.) PAVEMENT WHICH CAN E S. RApNL CUB OR COMBINATION CURB AND GUTTER SHALL NOT E CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT MAFIOSO. 9. THE DURABLE AND IAAINW ENTRANCE GRADE CHIDES '0- ARE LISTED N THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLCABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE DESIRABLE MAXIMA HMGH MOIRE THINK 1500 VPD 0 x J % LEDRIM sw-1500 vPD sax 6x LOW LEA THEW SOO VPD 16% 6% NJITz ALLOW NLL LNINMGAE 4NNR HALLO WI APLCMU TO STREET CONNECTIONS VDOT: METHOD OF TREATMENT NOT TO SCALE SHAPE TI CONTOUR OF PIPE - ANENT O Ol1TlEf PPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS HOTI SHAPING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PPE 6 ,ABOVE INVERT OF TO INVERT STRUCTURE. E OUTLET PPE MANOLE OR DROP NUT IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON 6 TO CONSIST OF A e PORTLAND CEMENT COCCRETE MN CONFORMING TO CLASS M OR // CLASS C1 EXCEPT THAT 251 OF COASE AGGREGATE MAY BE UP TO 43 IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK,'. I ` BROKEN CONCRETE OR BROKEN CONCRETE E(ICN. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NOSE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ° - DETALS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - PURPOSES ONLY. EACH MANHOLE OR DROP NUT IS TO BE SHAPED -- INDIVIDUALLY TO OUT FIT THE PARTICULAR INLET AND OUTLET CONFIGURATKXI ND ROW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD AND RI S STANDARDS STANDARD METHOD OF SHAPING TI 007rSPC11A ON RERRENM SHEET I OF , REVISOR DATE MANHOLE & INLET INVERTS 102 ENT BE VIRGINIA DEPARTMENT O TRWSPOATATDN 3 MANHUL 014 NOT TO SCALE STANDARD PO-! PAY 11L FOR RIFT 31-7, 7A TO NOTES F-r-----1--- L APRON RO OUTBACK ACONSTRUCTED � BE KETA0p 7). ON f '-T�----�""'� POApwAY SIDE. THE DEPTH 5 i0 E T-0' OR TO A B�'T E�{Ci •N A iK SHOULDER ELEVATION. IMpEVER 6 LESSER. I I 2. ALTERNATE METHODS BE NNCHMM MINGLE RW A ' WILL BE ACCEPTABLE IF APPROVED III BOTTOM. L ACCORDANCE WITH THE SAND GRATE ARE PECI�ICAEONS, EO IN 4, difSD pEBCOW BE GRATE ARE TO E B' DELL AI S. ALL CONCRETE 6 TO E CLASS A3. 6. NGRMIL DICK 6 TO E TRA9TIOED TO TE SMOOTHLY 'INTO GUTTER, DITCHTO E d pNECESSARY T0 IEET GRADEA� ]. QUANTITIES MNOWN ME BASED ON DEPTH K=T-O". PAY LINE FOR 1.1 8. THE MOUNT BE CONCRETE DISPLACED BY PIPES`W OUST E CEWCTEO TO OBTAIN TNT£ pNRRES. `C FOR EACH FOOT O DFTERENDE N DEPTH H ADD OR MEX4'-0" BM A SUBTRACT INCREMENT AS BROWN. M I- CC A REOD. B 9. SEE STANDARD IN p-]A .MOD p-R FOR ETAS NO d' DIMENSIONS NOT SRb" IEREpN. ylI gAgS qTa 5'- A. STATE BASS TO TEY WILL E 11 ALIGNEPRA-11LOTIE INSTALLED �4T5 C-C, S IRE L •r mP.R APPO%RMTE OUADRES I4"'-o- eARs D `C i WEEPHOLE awss AT PErETEEL M 6" c-C.w NE0•p CONCRETE STEEL I a. rps CDs. 4.09t 60 5` T.O0 I Ir INCREMENT MR FOOT OF DEPTH (HI-&,S62 CU.YDS. CONCRETE TO E ADDED MEN DOUBLE GUTTER S REOD.-I.N2 CU. YOS SECTION A -A OPEN Mus AT EMS OF PIPES Y NNETER 2' DIAMETER SOLID STEEL %I-6" BIAS C ARE TO E SENfD -E%TRA 5TROMG gµ P 10.8E UP.1- uu.' 0 S' C-C, a PEO9. or wELpW'. s L PIPE M SARI LRS./ET. ° CONSTRUCTION WEto WELD JOINT Ei L 2`X2.X�r BAP B VT.' x A- LF}H%-I L rNKx'X1E" �5l GOAEcraRJ %" HOLESTppEMILLED ••%4"CT L 2TtW•XVi i Y -W 4" L rA-x2!iE c/4- N L 2"X2"X>.i" AT EACH 9'8` DID OF EApfffff!!!!!! PPE. SECTION B-B DETAIL A ALTERNATE DETAIL A SECTION C-C STANDARD DI-7, 7A OR 78 WITH FLUME CONNECTION ,AID �BvRIDG� NDAR� xz 12" TO 36" PPE REWSIDN DATE sHIFET 3 E 3 VIRGINIA DEPMNENt E TRNOMME ON 104.24 �VDOT: STD. MEDIAN DROP INLET (DI-7) C14 NOT TO SCALE SCE STANDARD RATON APLICIBLITY OF SANITY SLAMS. B STANDARD MI NOTE. 1 FRAME 6 COVER THE TOP OF MASONRY ¢ ICIE10 BE LEFT L SUFFICIENTLY LOW TO FE161i PR6UIR ADJUSTMENT E COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRCK AS DIRECTED BY THE EWMI i., 2'-0 bIWAPIL Sax"I B FLAN AAB TOP AS DETAILED ON STANDARD T-MH-2 MAY B'Q SET"WAPD SECTION WHEN APPROVED • DIAMEIER-4+5'v K2. WALL THICKNESS, h SECTION B-8 BRICK CONCRETE OR CONCRETE BLOCK 45` HALF PLAN VIEW B HALF SECTION A -A MIRTH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES- 1. G).WMKS SOWN ME FOR MANHOLE MITHOYT AIMS. THE &GMT DSRACEO BY PPES MST E DEDUCTED TO Claw ,RE QUANTITIES. 2. c COMPUTING CONCRETE' NOUANT TEASED N J. bd IO m-'OBT or "'N OR EACH ! APM Eo COMKKTEE MANHOLE aTOLNO" S.F BLOCKS ARE USED THE MINIMUM THKWKSS O 6 TO10 BFC KIM5" OTHER MCKNE MIC GRIMM ID WALL IHESS SOWN FOR CONCRETE. 6.ALL CONCRETE TO E CLASS U. ]'NRO1BDSARE INVERT IS TO Be SHARES IN ACCORDANCE MTN STANDARD 6-I. THE COST O FUNSHNO AND RANG AL WTEWLS NCIENTAL TO EK PPEACCFFOR 1HE S770 M ttM. N TK BO SPECIFICATION `VDO-F REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRXOE STANDMMp3 302 VRWA EPANE"r OF TRANSPORTATION REVISION DATE SHOT I OF 3 au2° Io6.ol IMAE OF MANNIIES DEPTH BLACK MANGE CONCRETE MANRME BRICK CONCRETE CONCRETE FEEL THOUSANDS CU. TAROS cu. TAROS 05 O.)65 L+L) 5 0. IT Ai L6N 6 o,I 0,785 1.N1 7 to 0.755 6 L2 DJ55 2.+ 9 L4 B755 2]O TO 46 0.785 3,001, N L9 o.9PO 3AM Q 2.2 01910 3.NI 0 2.5 0.970 4.09 M 2.6 4. I B 3.1 +. B 3.4 FDREFENT 5.4s D.55 VDOT: STD MH FRAME & COVER NOT TO SCALE NOTES 1. MIS ITEM MAY BE PRECAST OR CAST N PUCE. 2 CONCRETE TO BE CLASS AT IF CAST IN RICE. 4010 PSI M PRECAST. 3. COMBINATION CURB 6 GUTTER HAVING A RADIUS BE 300 FEET OR LESS (HANG FACE O CURB) SHALL BE PAD FOR AS RADA& COMBINATION CURB 6 GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED GRANAD LAYER. THE BOTTOM OF THE CURB AND GUTTER E CONSTRUCTED PAPALLEL TO THE SL SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO-8 IS BASED ON ROADWAY CLISSFICATKKi 2' R OF ME VDOTROAD DESIGN MANUAL ENDIX A MINSEEMINNINIMM THIS AREA MAY E CONCRETE AT THE OPTION OF THE CONTRACTOR 5 COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION EXPA VDOT: CG-6 NUI IU SHALL THE BOTTOM OF THE CLIMB AND GUTTER ARMY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MMN DEPTH OF 7" 6 MNNTNKD. Mal Elm AMON BAR BARS V. 9/08 IT, DADA. 5' MIN, PLAN SECTION A -A D'MA �A r KEYED CONST. JOINT L-VARIABLE - MA%. 20' 1 WANTED 2•-0" B' 2'-6'• $" 1'-0" 2" GUTTER (�( r2•B A UTTER 1 1 ION y° B SG 1 � ___ __= __}__ - BARS F BARB E LaB u2 W3" DAMETER EARS E WEEP HOLE FRONT ELEVATION BAs e Ems F s•• t'-a- e•• + (GUTTER REMOVED) a.. LT 5XI/" BENT RATSECTION B-BE U J TYPE A NOSE DETAILSHALL E USED ACTH CG-3 6 CG-] STANDPRDS. •� • •; / R 1-2V2"X2V2'XVP TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 6 CC-6 SI MvARD5. G4" STUD a TYPE A TYPE B TO X 4" STUD SEEM 2- CONNECTOR WELDED G&VANIZEO PLATE FOR TYPE A i0 BE BENT ON AN ANGLE O 88°30' i0 ANSI IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED ACTH %d' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C. 2 PR. PAVEMENT DI-3A 01-M L DII L WARRD PAVEMENT FLOW FLOW FLOW T D'• 1 1 DETAIL WHEN USED FOR USE A GRADES ADJACENT TO CURB EDR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRIC& `VDOT SREFE ENCE CATION ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET I O 2 REVISION GATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' zs3 104.09 Milo VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VDOT: STD CURB DROP INLET (DI-313 & DI-3C) C14 NOT TO SCALE SEE STMfl SL-t FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-I NOTE- 1 FRAME L COVER THE TOP BE MASONRY IS TO BE LEFT L �� GRACE] By T LOW TO PERMIT T PROPER OR I ml ADJUSTMENT OF COVER AND FRAME TO BRICK AS DIRECTED HE USE BY THE EµNGI SEER. A =YA ONETER=+•-W'K-[2 . WALL THICKNESS] I� SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW B HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES a5• 1. 1UANTa ES SHOWN ME. FOR MANHOLE WITHOUT PIES. THE AMOUNT D6PLAC£I; BY PIPES MUST BE OEDuCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS cu, YARDS cu. YARDS 4 0.5 0.785 L437 5 0.7 0.765 1.699 6 0.9 0J85 L961 7 TO 0-785 2R23 6 1.2 M785 2,485 9 IA 0.785 2.747 10 L6 0.785 3.009 B L9 0.970 .455 12 2.2 0.9)0 3.917 13 1 2.5 0.970 4.1)9 u ze 0970 +.541 15 34 0.970 4.90 16 14 0.970 5.265 1.173 6032 NCRETAENT 1 0.45 0.582 OBTAIN TRUE OUMTITES 2, A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH, 4. MATERIALS MAY BE BROK, CONCRETE CR APPPOv- CONCRETE MANHOLE BLOCK 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5` OTHER THICKNESSES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3. 7. IITBDSAREIN E NAMTISo EHD ACCORDANCE WITH STANDARD 15-1. THE COST OF FWWN5HNG AND PLACING ALL MATERIAs INCIDENTAL TO THE SHINING 15 TO BE INCLUDED N THE RP PRICE FOR THE STRUCTURE, SPEaMCATION REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGESTANDARDS M2 VIRGINIA OEPMDMENr OF TRMSPORrAMOK REVISION.DATE DATE SHEI 1' outo6.o1 VDOT: MH-1 DETAIL NUI IU SUALE R :d.,i•:A YE NOTEI i.; w.:e I sURBIASE CG2 NOTESI LT16 REM MAY E RECAST OR CAST N RICE. 2 CONCRETE TO E CLASS A3 F CAST N RACE. 4000 MI F PRECAST. 3 ONG JAACEE OOFFVING CLAND WWLpLNBE � FOR SEAS RMIALS�ORS. 4. THE DEPTH O CURB MAY E REDUCED 16 MUCH AS 3" Its" DEPTNI OR INCREASED AS MUCH AS 3" (2r DEPTH] N ORDER THAT THE BOTTOM O ORB WEL COMDEE MTN THE TOP O A COURSE O THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE ERN IS TO E k' AS SHOWN. NO ADJUSTMENT N THE PINE M 6 TO E MOUE FOR A DECREASE ON AN INCREASE IN SIDI S.CG-2 6 TO E USED ON ROADWAYS NLEI THE EEMETW3D5 FOR CCF6 As SOWN APPENDIX A O THE VDOT ROAD DESIGN MMDAL. 1 STANDARD 6" CURB pp2 VIRGINIA DEPARTMENT OFTPINmMTAl10N REV. MO6 zo1.o1 VDOT: CG-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 I)d M. SKIMP Na.4 183 AT InATAT Y�v FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.1 1.04 [INITIAL SDP] REVISION: 2021.01.22 FILE NO. / I I VDOT & ACSA DETAILS SHEET C14 OF 16 C14 I' COMPRESSION X 3/4' MALE PIPE COUPLING OR APPROVED EQUAL O O 1' TYPE 'K'� SOFT COPPER FOR USE ON ATTACHED SINGLE FAMRY SERVICES OR ANAL RESIDENTIAL AND IRWCATON MINCES. AND RI GA 1"x1"xt' lEE IO NOT:: NO SWEATED FITTINGS 2• DUAL SERVICE 2 1' COMPRESSION x 31 MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE •K" SOFT COPPIDR D (D FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PRONDED- SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PPE, CAST IRON UP FINISHED GRADE _ tz•-ts- LOCNWING METER yALBOX ByA1 (INLE A GUILE T) 36' MIN. COPPERSETTER 1/B BEND COUPING� Ds WIER CORPdRAIM STOP BRICK AS iN, NECESSARY nx<E' `. SAND 0R OUST UNDER "�'!+'`' `- * { 4' DIAMETER DRAW PIPE, '• nq STONE T 80% AND SETTER (2-OUCH i;`i5.`I _ .-..... ay LONG STONE VDOT 'wJ?:'t.:e O. 57A SPEC. 203. N0. A AGGREGATE MINIMUM 1HICNNE55) ._- .-...-..., . _-.. - ..:,a TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NITS FIG. W-6A TD-10 ACSA:5/8" & 1" WATER METER INSTALLATION NOT TO SCALE CIS 12 NOTE: COMPONENTS OF CURB RAMS CONSIST OF THE FOLLOWWG: HYORµ E CEMENT SIDEWALK (DEPTH IN INCHES, AREA N SCUME YARDS) GENERAL NOTES DEiECTAABBLE RECLINED SURFACER(CMGE> N LINEAR UME `YARDS) I. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUWKtEO DOMES. EACH O THE ABOVE ITEMS IS A SEPAR47E PAY ITEM AND SHOULD BE SUMYANZED FOR EACH CARET CUT RAMP 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS SIpEWN.K OF SECTION 504 OF THE SPECIFICATIONS FOR CO 12 OETECT.ARLE WARNING AMFACE M.�P'2DETECTABLE WMMG ST NU ER 72. USED SI!µL BL F1I011 TIE MATERIALS AB-t MANAPPROVED PRODUCT LIST ACE PR )2.JSLOPINGSEESOFCURBRAWMAY E PgREO MMgLITHICµLY WITH RAMPFLOOR OR BY lSNG PERMISSIBLf CONSTRUCTOR JOINT WITH REIXIREO BASIS.4. REQUIRED BASS ARE TO BE W. 5 X B" PLACED T CENTER TO CENTER µOIL SIBOTH SIDES O IKE RAP FLOOR, MO-OEPIH OF RAW FLOOR. YNM MMAX CONCRETE COVER I%2". 5. ROADWAY CURB / CURB AND WTTER SLOPE TRANSITIONS ADJACENT TO CUR TYPE A RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER, PERPENDICULAR 6. CORTHEE RUNS ARE REDWOOD FOR SIDEWALKS AND SHAPED 05E PATHS THE WIDTH OF 5' CONJUNET OI�TH A SHARED USEHALL MATCH PATH, ATTH, THEH WHEN MINIMUMWIDTH SHALL BE THE WIDAWS ME USED THOF THE SHARED USE PATH. 7. OETECTABLE WARNNCS SHALL EXTEND THE FULL WIN OF THE YIiN `R Rt 4NAL'/. %nVIIN'11�A�D n NO S'MN (DUKE RAP LANDING FLOOR 12:1 MM 12� T 6. CURB RUNS WILL BE NSTXLEU AND LOCATED WITHIN PEDESTRIAN CROSSWALKS ` AS SHOWN ON FLAK OR AS CRECTED BY THE ENGANCER. CURB PAWS SHOULD II"GRE15W ELO LOCATED MIpO VEHICLE STOP UNES,UGNI POLES. IRE HYDRANTS. CROP TYPE 8 9, RAMPS MAY BE PLACED ON RMIX OR tMIGENTIµ SECTIONS PROVIDED THAI PARALLEL;HE CURB OPENING 6 PLACED WI THE LIMITS OF THE �y� PRAT THE SLOPE AI THEl_AR TO THE CONNECTION OF THE CURB OPENING IS AND inry`N`!')i'!' l y.i,� /Aiy'tl4�1 'drAl 10. OIECTABLE WMMNG SURFACE PANELS SHALL BE INSTALLED FLASH WITH `YJ !N`f j:KZT' II':1Y 'WWA THE BACH Of CURB. \ 1M�% II. WHERE CURB RAMPS NTERSECT A RADIAL SECTION O CURE AT ENTRANCES 12'I2.1-�A% Ly\,\O� OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE i, XX X "l A FACTORY RADIUS OR BE FELO-MODIFIED AS RECOMMENDED ST LIE MANUFACTURER t0 MATCH INC BACK OF CURB SEE CG-U-NS PAGES 204.06 AND 20402 FOR METHODS OF n7&LWG DETECTABLE WARNINGS ON A RADARS +, MN T ai M .2' HER THAN E40GF W vavEMENT X X , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR s' TRUNCATED DOZE I -2A• CC d LQQQ66 - m 0 0 0 0 0 0 O 0 0 0 0 mr 0 0 0 0 o 0 0 0 0 0 o O �r LANDING RUMP Vi O O O O O O O O O O O O O O O p ♦ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O 6 0 O O D O O O 0 O 0 0 0 O O O 0 O O 0 0 O O O O %- l DI BASE DIAMETER 0 00 00 O O O 0 0 O O O O O DETECTABLE WMNWL AT SOf CURB 0.4'-L4" r VARIABLE FLAL WIDTH RAW F NOT n LOdi _I SEE NOTE --II TRUNCATED DOME PAY uMEs DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETECTABLE WARNINGDETAIL VEX]T A COPY OF THE ANIONµ SEAED ND SIDED MAKING IS ON FILE IN THE CENTRAL OFFICE. SPECIFKATKN CG-12 DETECTABLE WARNING SURFACE R `E"" ` ROAD AND BRIDGE STAWAR. SHEET I OF 5 REVISION DALE (GENERAL NOTES) O5 OA/19 603 204.01 VRUBAA DEPARTMENT OF TRANSPORTATION 504 ]�)VDOT: CG-12 GENERAL NOTES C15) NOT TO SCALE CC tt A AS DOWELS. 8" LONG " PER IN ATtt"C -C ,MO C0N5WUCTON s'MN JOWT y ,2:1 MAX � � �T� 4'i:,`•�',�Y'-: .. T9\' "� ��i• .+_'_� (L / RAW WITH BUFFER STRIP RMP 'SEE TABLE) (SEE ORE, TRANSITION GUTTER PAN BLOPf TRANSITION GUTTER PAN SLOPE i0 20:1 THROUGH RAMP LENGTH TO TO'1 THROUGH RAMP LENGTH GOITER PAN MAXNUM SLOPE 200 a- - 121I MAI_Y Gam.' -ti -C,. AN aMM To MA GN FACE WITHOUT BUFFER STRIP CP RONIWAY C11f18 aXW 0w ce 14 �; EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT z Mx. SECTION A -AG AA-IMM. - R U. DE1101ABLERANKINRANKING SURFACE 6SIBEE PERNCU CONSTPUCl10ry RB CR6ESWAN o £ SECTION B-B GA+ss CDLMKFIE C:We NOTES: ONE DIRECTION 1 FOR GENERAL NOTES GO THE DETECTABLE WARNNG SURFACE. ONE DIRECTION WITH BUFFER STRIP SEE SKEET IOF S. WITHOUT BUFFER STRIP 2 THEMEOURSSE aEtNGGTT SLOGS PARALLEL RAN IS LMRED TO 15 FEET, 3 GUTTER PE SHALL SE A MAXIMUM SLOPE OF 20,1 AT THE RAW OPENING. { A. DAGONµ PLACEMENT IS HOT FERATIED. ry;. � f TYPE 8 PARALLEL APPLICATION ROADWAY CRAVE W PERCENT N.U.MRAW LENGTH N FEET 4•' CURB 6" CURB 0 4 6 1 5 2 5 B } 6 9 4 8 12 5 10 1 15 6 " 15 CRGSSWAkIEI CROSSW CIPB GONGNN CROSSWALx TWO DIRECTIONS SMALLER FINDS TWO DIRECCONS LARGER RADII WITHOUT BUFFER STRIP WITH BUFFER STRIP NV00T A COPY OF THE ORKNAL SEALED MD SIGNED DRAWING 6 ON FILE N THE CENTSµ OFFICE SPREFEREECF&CEAll" ROM AND BODGE STANDARDS CG-12 DETECTABLE WARNING SURFACE NCE SHEET 3 of s REVISION DATE TYPE B (PARALLEL) APPLICATION Ds 502 104.03 04/M VWGMA DEPARTMENT OF TRANSPORTATION 504 5 VDOT: CG-12 TYPE B Cl 5 NOT TO SCALE WP-2 PROPOSED ASPHALT CONCRETE SURFAC� "ARM 155 W/Ya SAW OUT 3 INCHES - NO REMOVE EXISTING T i0 FORM A BENCH JOINT ASPHALT TACK COAT - REOUFED ERbTNG PAYE1EN7 ^ EXISTING 1 PROPOSED PAVEMENT WIDENING I PRODSED PAVEMENT WIDENING W: PROPOSED ASPHALT. AM CONCRETE SUIEAGE COURSE uINANAM IS ID/y SAW CUT A MIINNIMMIgME L3• pPpSE a• = �TEO TOP OFMOVE PAVEUENi DYERS �,�"� ASPHALT TACK COAT - REQUIRED z% 11111111111111111 ErTm AEXISTING Stsl q M.G LRYER I I SUBGRpE 1 PAVEMENT CONSTRUCTION JOINT DETAIL PAVEMENT CONSTRUCTION JOINT DETAIL (EXISTING PAVEMENT OVER 6" IN DEPTH) (EXISTING PAVEMENT LESS THAN 6" IN DEPTH) OR.ARNG NOT TO SCE!ET CDRAWM NOT TO BOAWD END OVERLAY NOTES: tlPt tOUA L WHEN THE CEPAVEMENT DESIGN MAY I R GREATER BY DEPTH ENGINEER. THE DEPTH OF M EX61M0 PAVEMENT. ggTAPERED END LUST 2. OVE%AP THE E/SIM PAVEMENT AS SHOWN N THE CONSTRUCTOR JOINT DETAILS. Y X EN49ET EEF VED BY NN 3 PAVEMEENT �15 EXKUTPC P�KIE�T �KL PROVOW AT ALL LOCATIONS WHERE NEW 4. THE AREA OF PAVEMENT WIDENING SMALL BE TRENCHED TO THE SUBGRADE AND COMPACTED $EE ]IN5 PER VDOT SPECIFICATIONS. J9FICTBEiIL TOI 5. SURFACE OF WIDENING AREA SHALL SE RUSH WITH THE SLRFAI� OF EXISTING PAVEMENT PRICK TO OVERLAY. PAVE T S. Y(RO55 ROM O EXISTING PAVEMENT MAY BE REQUIRED TD ACHIEVE ACCEPTABLE PAVEMENT 7. OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AND EXISTING PAVEMENT WITH A MINIM M OF 165 LES/SQ TO OF ASPALT CONCRETE TO A PONT AT LEAST XX) FEET BEFORE ARID ALTER JOINT CONSTRUCTION THE LIMITS OF WIDENING. 0. ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRPE THE WORK ZONE AS REQUIRED TO ACHIEVE A UNIFORM APPEARANCE AS DIRECTED BY THE FINUEER. 9. FINK TRANSVERM PAVEMENT TIE-IN SHALL (PERFORM TO THE REQUIREMENTS OF SECTION 315.0540 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE-N LOCATIONS SMALL BE TESTED USING A 10 1 PEERED Erb BUST BE TAP, ENGINEER STRAIGHTEDGE N ACCORDKCE WITH THE REQUIREMENTS OF SECTION JI5.07(9) OF M SPEMICAM THE VARIATION FROM M TESTING EDGE OF M S GHTEDGE BETWEEN ANY TWO CONTACT PGA) WITH M PAVEMENT SURFACE SHALL LOT EC® I i . .'DO, 0. PAVEMENT WIDENING PERFORMED UNDER A VOOT LAND USE PERMIT SHALL HAVE A PAVEMENT DESIGN PROVIDED BY THE PERMTTEE MO APPROVED BY THE MATERW,S ENGINEER. BEGIN OVERLAY PLAN VIEW (DRAWNC HOT TO SCALE) PAVEMENT WIDENING VIRGINIA DEPARTMENT OF TRANSPORTATION 2 1VDOT: ASPHALT PAVEMENT WIDENING C15 NOT TO SCALE A PERMISSIBLE CO45TRUCTION JOINTS M B DOWEL.B" LEND 0 R" C-C l �-TRANS?ILN GUTTER I A I THR RA o 20 vAa WItER iO IIOTHMRWGHE" PA LENGTH PAN MINIMUM SLOPE 20-1 B•-0•• MY, 4' 0' Mn- BACK OF CURB 4611 Z. 20 1 '"Y_ SECTION A -A PERMISSIBLE CONSTNICTON JOMt SECTION B-B NOTES: 1 FOR OTHERµ WEISS ON THE DETECTABLE WARNING SURFACE, SEE SHEET IO 5. 2. T!E DESIGN TO W USED FOR CONSTRLICTgN THAT INCORPORATES wMR SYEWMx LANCING 14'WRX)RECURRED At TOP OF CURB RAMP- MINIMUM OJOW RAW LENGTH 8 FEET OR NEW CONSIRUCION. 3 CUT PAN SHXL BE A MAXIMUM ROPE OF 20:1 AT THE RAMP OPENING. 4. DIAGONAL PLACEMENT 6 NOT PERMIT". EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT In �0 DIE U TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK FICATION A COPY O GRµ SEALED AND 51CNED DRAWING 5 CN F_L N THE CONTRA- OFFICE. ERG LE CG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION 502 SON VIRGINIA DEPARTMENT OF TRANSPORTATION �VDOT: CG-12 TYPE A C15/NOT TO SCALE CG 12 In DETECTBLE A 30 .. 4d 4" - 3,000 PSI CONCRETE d A. 0000000000000000 4" - VDOT #21 A BASESTONE II I II I II I II I II I II I II I II I II COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED ATYPICAL SIDEWALK SECTION 1 5j NOT TO SCALE 1.5" OF SM-9.5A 2" OF BM-25 -6" - VDOT #21A BASESTONE - COMPACTED SUBGRADE 8 )TYPICAL PAVEMENT SECTION C 1 5 NOT TO SCALE rYPICAL PLACEMENT SIT INTERSECTION NITHIN CROSSWALK .WITH BUFFER STRIP) 100-YR 10-YR WISE WSE 525.05 523.56 > .. " P ROAD AND BRIDGE STANDARDS 2-YR WSE 521 .70 ° ''1; 0/ A . :vIADN DATE SHEER 2 OF s 1-YR WSE 521.10 04119 ED4-U2 4 M, P " 0 9 MM, EXAMPLE RADIAL INSTALLATION T-FACTORY EDGE TO FACTORY EDGE \ r2'Y YDETECTABLE l 2'MN_ 1 WARNING PANEL TOP. Z BLE WMNNG 9JRFACE DASHED LNE Y l PATTYRLk CUL� f EXAMPLE BLENDED TRANSITION-------�'� (NOT FOR USE N NEW CONSTRUCTION FOR RETROFIT OR ALTERATIONS MY) NOTES 1 LOCATIONS WHERE THE DETECTABLE WARNING CANNOT BE INSTALLED WITH 2'• YNTECTARE A MAXM MI 2" OFFSET FROM THE BACK Of CURB SHALL HAVE A RADIUS TO WARNING PANEL MATCH RADM5 OF THE CURB. DETECTIBLE WARNING PANELS SHALL HAYS A Y• YCETECTABLE FACTORY RADIUS OR F APPROVED BY THE ENGINEER MAY BE FELD MODIFIED 2'. 4'DETECTMLE WARKING PANEL AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK O CURB. WRONG PANEL 2. JOINTS BETWEEN DETECTABLE WARAM PANELS SHALL BE FACTORY EMS. CUT SIDES OF PANELS ME NOT PERMITTED TO ABUT ADJACENT PANELS. '- -" 3 ALIGNMENT OF DOME ON ADJACENT PANELS THAT WILL BE MODFED TO PIT.:: E:::.: .. .... J L .I� S l A WA A ftA9RA5 SHALL BE MAINTAINED WHEN FIELD MODIFYING DETECTABLE WARNING PEELS. 4, DETECTABLE WMMNG PANEL SIZES SHOWN ION FOR EXAMPLE TO PURPOSES OTHER PANEL F THE MAY E UNTO M ORES i0 LOCA1 ' I LON551ENT fUGNMExl O TK COMES FOP EACH CURB RAW LOCAl10N. FACTORY EDGE TO 5. WHERE TRANSITSTANDARD D CURB X CURB ME FOR µET HOT F ASIBLESITUATIONSDUE DASHED LOT CU FACTORY EDGE WHERE CONSTRAINTS BLENDED DIRECTIONµ CURB RAMPS AS NOT FEASIBLE DUE TO SITE PATTEDRN CUT FOR CO, STRUCD 1REy11CN CURB flAIP$ ARE NOT PERMITTED W' ARNING PANEL E FOR PARTIAL CONSTRUCTION 6. PMTIN CAECTABLE WHINING RCOMESOUND THAT ARE THE RE PANEL OF CUTTING PANELS SHOULD BE LOOMED iLIRM WITH THE PEEL SINFAtE. T. GAPS BETWEEN ADJACENT BEIECTABLE WMMNG PEELS ME NOT PERMIIEO. B. SEE PLANS FOR CROSSWALK MMKNGS. TURNING AREAS, RANEE WIOTHS. GRADE CHANCES, AND RAMP CONFIGURATIONS. XVDUr A COPY OF THE 01 SEXED AND SIGNED DRAWING 6 ON FILE IN THE CENTRAL OFFICE SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE rKFERENE EOF 2 REVISION DAIE METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS 02 2W.0) AEN 0 VMGNA DEPARTMENT OF TRANSPORTATION 04 VDOT: CG-12 METHOD OF INSTALLATION NOT TO SCALE 10 )WEIR WALL DETAIL C15 NOT TO SCALE GROUND ELEVATION STONE TOP 5 CHAMBER ROW TOP 5 MC-4500 DETAIL NOT TO SCALE DI TOP 525.77 WEIR TOP 523.40 13" ORIFICE INV. 521.40 2.2" ORIFICE INV. 516.72 PROVIDE A TRASH RACK FOR THIS OFIFICE UNDERDRAIN INV. 517.5' rC I IC R7-8 NO PARKING LEGEND - GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND - WHITE (RETROREFL) Reduce spacing 50%. A *See page fi31. "'See page fit for arrow design. (9�HC PARKING SIGNAGE C15 NOT TO SCALE ADS GEOSYNTHETIC 601T NON -WOVEN GEOTEXTILE AROUND ALL STONE LAYERS #3 STONE STORMTECH MC-4500 (TYP.) 33 .3' C n,H WIN ACCSSME VMACMSSISE A B C G E F G N J K L 12 B 375 438 IS ISD .5 IO IB71 3IW Ib 18 B 975 .438 P?5 20 t 15p 2483 5781 lb PWQMIBAPPIICATON RIBEMIALAPPLGTIGN OBLOM LURE -mm METWOLWWORK" MAGI@ LURE -WARE IRETR06ERECUM SWAS OWO-111WTE IRF.7 PINE) BACKGROUND -BLUE IRETRORERECTNE) INSPECTION PORT GROUND ELEV. 528.05' STONE TOP 525.80' LO' ATOR ROW TOP 524.80' ISOLATOR ROW i TOR BOTTOM 519.8' 75' #3 STONE BER BOTTOM 519.5' F7TnNE BOTTOM 517.50' SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I)d M. SKIMP No.4 183 17nXTAT Y�v FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.11.04 [INITIAL SDP] REVISION: 2021.01.22 FILE NO. SITE DETAILS SHEET C15 OF 16 18.041 C15 Page 611-14 September 2019 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC4.2) 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-SbR), RIGHT SHOULDER CLOSED (W21-5alt)'), even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed. Guidance 2. Sign spacing should be 1300'-1500' for Limited Access highways. For all other roadways, the sign spacing should be 50T-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. :8 Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating, lights. 6. Taper length (L) shall be at the following: Taper Length L Speed Limo ra h Lane Villdth Feet Remarks Speed Limit (mph) Lane Width Feat Remarks 9 10 11 12 9 10 11 12 25 95 105 115 125 L=52W/till 50 450 500 550 600 L=SW 30 135 150 165 180 L=S2W/60 55 495 550 605 660 L= SW 35 185 - 205 225 245 L=S2W/60 60 540 600 660 720 L=SW 40 240 270 295 320 L=S2Wl80 65 585 650 715 710 L=SW 45 405 - 450 495 540 L=SW 70 630 700 770 840 L=SW Limited Access highways shall use a 1600' merging taper regardless of the posted speed, for shiftier taper we Table 611.22 Shoulder Taper = % L Minimum 7. Channelizing device spacing shall be at the following: Channe0zin Device Spacing Location Speed Limit Location Speed Limit Speed Limit Spacing (Mph) Spacing ra h Location Spacing ra h 0-35 36+ O.iS 38+ 0.35 36+ TransiOon 20' 1 40' Trivelway 40' 1 80' 11 "Construction Access 1 80' 1 120' •Construco, access s cin ma y -increased to this distance, but shall not exceed one access per % mile. 8. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 9. The buffer space length shall be as shown in Table 611-3 on Page 6H-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' (Figure TTC-20.2) NOTES September 2019 Guidance: 1. See Table 611--5, page 611-6 for recommended spacing of advance warning signs. 2. SHOULDER CLOSED 21-5a signs should be used on Limited -Access Highways where there is no � ) gns' opportunityfor disabled vehicles to pull of the roadway (see Figure TTC-6). 3. When closing a lane, a PCMS should he used in advance of the first warning sign if all of the left side signs cannot be installed.' 4. If drivers cannot see a pull -of area beyond the closed shoulder, information regarding the length of the shoulder closure should be provided in feet or miles, as appropriate. 5. An emergenypull-off area should b e provided per Section 6G.18 and Temporary Traffic Control Fig ure 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 Channegzing Device Spacing Location Spacing Speed I Imlt (mph) 0 -35 38 + Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) 0.35 36 + Transition 1 20' 40' 1 Trevehva 40' 80' Conswdlon Access g0' 120' Construction access spacing may be increased to this distance but shall not exceed one access r V mile. P 9 Y per 8. For taper lengths, see TTC-19.2 9. See Table 6H-6 for barrier transition Hare 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). . ) it. 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. 11. Barrier panels 8 inches in width and 12 inches in height shall be laced on to of the concrete barrier P g P P and spaced on 40' centers along the transition or taper sections and spaced on 80' centers along the parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic lens P g g sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadwav 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. The barrier shown in this typical application is an example of one method that may be used to close a shoulder and lanes on a lone -term proiect. 14. Long -teats transvere rumble strips may be installed to enhance the work zone see Chapter 6F. Section 617- 99 paragraph 12 and 13 for installation guidance and spacing.' 1: Revision 1 - 411/2015 2: Revision 2 - 7/1/2018 September 2019 Stationary Operation on a Shoulder (Figure TTC-4.2) 7 A • 00 • • RIGHT SHOULDER �i T ♦ ♦ s CLOSED T 11 RIGHT SHo""Eli CLOSED e AHEAD ROAD WORK -pie s AHEAD 1: Re, 6iun 1-4/1/2015 2: Re, W.n 2 - 9/1/2019 September 2019 Maintenace of Traffic: Page 6H-15 TTC 20.2 & 23.2 to be used during entrance installation. TTC 4.2 to be used for multi -use path installation. G20-2 (V) 500' + till' - 120' SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 10 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 9 TYPE B OR C SEE NOTE 6 CHANNELIZING - DEVICES SPACING SEE NOTE 7 SEE NOTE 2 RIGHT SKOULDER W21-5aR CLOSED SEE NOTE 2 RiGH7 SHOULDER CLOSED W21-5bR ANUD SEE NOTE 2 ROAD wOflK W20-1 HEAD Lane Closure Operation with Temporary Traffic Barrier t (Figure TTC-20.2) O z Y 6" LINE BEGINNING Q AT ANGLE BREAK OF BARRIER a z w ~ > 8" LINE as \ SEE NOT SEE NOT SEE NOTE11 SEE NOTE 1 SEE _ KEEP R4-V7L KEEP NOTE 1 LEFT SEE NOTE 1 PIGNt uSE nxsrD uo ROAD WORN AHEAD SEE NorE 1 N - 1: Revision 1-4/1/2015 2: Revision 2 - 7/MOIS Page 6H-49 G20-2 (V) 500' ± BARRIER PANELS SEE NOTE 11 BARRIER DELINEATOR SEE NOTE 11 ® TYPE B WARNING LIGHT SEE NOTE 11 BARRIER PANELS SEE NOTE 11 J k/GUARDRAIL BARRIER DELINEATOR SEE NOTE 11 GROUP 2 CHANNELIZING DEVICESSEE NOTE 7 ERADICATE 200' F EXISTING PAVEMENT MARKING SEE NOTE 11 O r_ il U 4 ILLUMINATED AMBER ARROW TYPE C SEE NOTE 3 �-SHOULDERTAPER ®® W4-2R i� OPTIONAL LONG-TERM TRANSVERSE RUMBLE STRIPS un EHw SEE NOTE 14 i W9-2L RERGE _ LEFT AIGIn -iF uxE W9-3R CLOSED xuo O 1 ROAD i` WORK W20-1 AHEAD PCMS - SEE NOTE 3 -> Page 6H-54 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) NOTES September 2019 Guidance: 1. Si spacing distance should be 350 =500' where the sted eed limit is 45 mph or less and 500'-800' 8n sP g Po sP P where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishes the limits of the work zone to insure maximam possible sight g Po g distance in advance of the flogger station and ransiNon, based on the posted speed limit and at least equal to orgreater than the values in Table 6H-3. Generally speaking, motorists should have a clear line o si ht m the ra hit a er symbol sin to the a er. .f g fro g P .R g8 s7' 8 .f1 8g _ 3. To maintain efficient rafieflow in aflagging 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 tragic of 500 or more vehicles per day) to a maximum of 12 minutesfor low volume roadways (less than 500 vehicles per day). For additional information see Section OR07.' 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. AB naggers 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 6H4 on Page 6H-6.' 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. Option: 8. A SLOW (W21-V IO) st ne 3 may be required in this area to give advance warning of the opemton ahead b slowingapproaching traffic rlor to reachingthe fla er station or cued traffic. Guidance: 9. If the queue of raft reaches the BE PREPARED TO STOP (W3-4) sign then the signs, and if used the PTRS1 should be rea 'usted eater distances. dJ at greater 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary trafe control zone should be extended so that the transition area precedes the highway -rail in crosssee Figure TTC-56 or additional in ormation on hi hw -rail crossings) g ( i 8u .% f g aY Standard: 11. At night, flagger stations shall 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 in 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 1: Revision 2 - 9/1/2019 September 2019 Page GH-55 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) OY3HY xaoa YT vns�Wonsma aa vom 3xn Dxo --'TT nesara dalst _-_ a3aYd3ad _- -.�T -ice am 40� �• 99 S'E'Z S3ION 33S/ NOU.VJ.S d300V1U 16 END G20-2 (V) �-I ROAD WORK 500 + 0 00 50'-100' 0 0 0 BUFFER SEE TABLE 6H-3 PTRS SPACING CENTER TO CENTER) POSTED/STATUTORY SZ1 LIA1m 840 MPH 10 FEET 41-55MPH iSFEET > 55 MPH 20 FEET PTRS SEE NOTE 4 mommow 0 0 T OOS 41� .aA 11 _ ROADWAY CENTER LINE PTRS SEE NOTE 4 & 14 1: Revision I - 4/1/2015 2: Revision 2 - 9/1/2019 - 80'- 120' SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 50' -100' _ FLAGGER STATION SEE NOTES 2, 3, 5 & 6 SEE NOTE i / • SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SIRMP No.4 183 �[22ti� 44 LnxTAT FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH 0T W20-7 SEE 11 NOTE 1 BE PREPARED W3-4 0 STOP SEE NOTE 10 SEE NOTE 1 O a.Ru w20426 ALBEMARLE COUNTY, VIRGINIA SEE � SEE NOTE 15 E O ®W2o 4 SUBMISSION: NOPIP t 2019.11.04 [INITIAL SDP] ♦ W20-1 REVISION: 2021.01.22 FILE NO. MAINTENANCE OF TRAFFIC 18.041 SHEET C16 OF 16 C16