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HomeMy WebLinkAboutSDP202100008 Plan - Approved Final Site Plan and Comps. 2022-09-23LEGEND EXISTING NEVV 10 10 1.00' 10 312 12 311.5 x T 311.5 TC x T 311.5 TW x T 311.5 HW x T Ll � C l>q 0 0 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 CONTOU R 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 MATTI N G EC-2 MATTING WETLAN D 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 as GAS LINE OWNERIDEVELOPER Greenwood Homes Charlottesville LLC 6535 Woodbourne Lane Crozet VA, 22932 ZONING R15 - Residential per ZMA 201800019. See proffers Sheet C2. SETBACKS Front: Minimum 5 ft from right-of-way or edge of sidewalk if the sidewalk is outside of right-of-way Maximum 25 ft from ri ht-of-wa or ed e of sidewal i t e si a is o tside of -o - g y g k f h d walk u right f way Side: Minimum 5 ft unless the buildin shares a co 0 g mm n wall Rear: Minimum 20 ft Building Separation: Minimum 10 ft, unless the building shares a common wall DISTRICT Rivanna SOURCE OF TITLE INSTRUMENT #202100016242 INSTRUMENT #202200008805 DB 5301 PG 396 (20' Sanitary Easement) DB 5521 PG 240 (20' Drainage Easement) SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. (July 19, 2022) w/ topography provided by Axis Geospatial, LLC (March 14, 2019) BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 4, 2005 (Community Panel 51003CO285D) this property does not lie in a floodplain RESERVOIR WATERSHED _ This site is within the Powell Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 10. Due to required distances from lot lines and structures as required by the NFPA, underground propane tanks may be prohibited. Plan accordingly. GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. ACSA GENERAL WATER & SEWER CONDITIONS 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. the contractor will be responsible for notifying the proper ACSA officials at the start of the work. 2. The Albemarle County Service Authority shall have access to use the airspace above the locations of construction for the flight of unmanned aerial vehicles for the purpose of imagery collection. 3. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown are only approximately correct. the contractor shall, on his own initiative, locate all underground lines and structures, as necessary. 4. All materials and construction shall comply with the current edition of the general water and sewer construction specifications, as adopted by the ACSA. 5. Datum for all elevations shown in national geodetic survey. 6. The contractor shall be responsible for notifying miss utility (1-800-552-7001). 7. All water and sewer pipes shall have a minimum of three and a half (3.5) feet of cover measured from the top of pipe, over the centerline of pipe. this includes all fire hydrant lines, service laterals and water lines, etc. 8. All water and sewer appurtenances are to be located outside of roadside ditches. 9. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 10. Trees are not permitted in the ACSA easement. 11. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (senate bill 3874 which amends the safe drinking water act). 12. The sewer lateral beyond the connection at the sewer main shall be private. the sewer lateral stub -out shall undergo the ACSA low-pressure air test to satisfy county testing requirements, visual inspection of the sewer lateral stub -out shall be witnessed by the county building inspections department. this inspection shall occur under an "other plumbing" permit which must be obtained by the contractor. 13. The sewer lateral beyond the connection at a manhole shall be private. visual inspection and pressure testing of the sewer lateral shall be witnessed by the county building inspections department. this inspection shall occur under an "other plumbing" permit which must be obtained by the contractor. 14. The fire sprinkler main downstream of the gate valve is private. visual inspection and testing of the fire sprinkler main downstream of the gate valve shall be witnessed by the county building inspections department. this inspection shall occur under an "other plumbing" permit which must be obtained by the contractor. 15. all flushing of fire sprinkler mains shall not occur until approval is given by the ACSA. BUILDING HEIGHTS Maximum Allowable: 65 ft Maximum Proposed: 30 ft EXISTING USE Single Family Dwelling PROPOSED USE 40 Sin le Famil Attached Dwellin Units 13.6 DUA 9 Y 9 Maximum Disturbed Area: 3.32 acres LAND USE SCHEDULE (Does not include right-of-way dedication area) EXISTING Area % Building 2,458 SF 1.9% Travelway 7,244 SF 5.7% Managed Turf/Woods 118,416 SF 92.4% Total= 128,118 SF (2.94 ac.) PROPOSED Area % Building 33,000 SF 25.7% Travelway 43,401 SF 33.9% Managed Turf/Open space 51,717 SF 40.4% Total= 128,118 SF (2.94 ac.) RECREATIONAL AREA/OPEN SPACE Required: Per Albemarle County code of ordinances Chapter 18 Sec. 4.16.1 A minimum of 200 s uare feet er unit of recreational areas all be rovided 'n com on area o o en s ace on the site this q p h p I m r p p , requirement not to exceed five percent of the gross site area. site area = 128,118 sf 128,118 SF x 5% = 6,406 sf open space required. Provided: 5,000 sf + 2,400 tot lot =7,400 sf Per Albemarle County code of ordinances Chapter 18 Sec. 4.16.2.1 One tot lot shall be provided for the first 30 units and for each additional 50 units and shall contain equipment which provides an amenity equivalent to: One swing (four seats) One slide Two climbers One buckabout or whirl Two benches. Provided: 1 tot lot provided with a whirl, one swing (4 seats), one side climber, two benches. PARKING SCHEDULE PARKING SCHEDULE FOR TMP 32-35 . , Required: Per Albemarle County Code of Ordinances, Chapter 18, Article I I 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 + 4 = 80+10 = 90 Parking Spaces Required. Maximum Parking allowed = Parking Required + 20% of Parking Required = 90 + (90*0.20) = 108 Provided: 9 + 38 on,e, 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 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. ITE Trip Generation ITE TripGen, 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. VDOT DETAILS Contractor shall construct all improvements per applicable VDOT construction standards Found in the VDOT Road & Bridge Standards. At a minimum, the following standards should be reviewed: 1. VDOT 315: WP-2 asphelt pavement widening 2. VDOT CG-12: Detectable warning surface (general notes) 3. VDOT CG-12: Detectable warning surface (method of installation) 4. VDOT CG-12: Detectable warning surface (type a) 5. VDOT CG-12: Detectable warning surface (type b) 6. VDOT CG-11: Method of treatment connection for street intersections and commercial entrances 7. VDOT CG-6: Combination 6" curb & gutter 8. VDOT CG-3: Standard 4" curb 9. VDOT CG-2: Standard 6" curb 10. VDOT MH-1: Manhole for 12" - 48" pipe culvert 11. VDOT MH-1 Frame & cover: manhole for 12" - 48" pipe culverts 12. VDOT DI-7, 7A, 7B: Standards di-7, 7a or 7b with flume connection 13. VDOT DI-3A, B, & C: Standard curb drop inlet 14. VDOT IS-1: Standard method of shaping manholes & inlet inverts TAX MAP 32, PARCEL 35 ALBEMARLE COUNTY, VIRGINIA SDP202100008 VICINITY MAPscA�e r=�aoo t. A ,.. ���� .,x. '7 L :I Safi �' . �� _. _. : {' 3„ t� "lid` �.�yy' O : f 7 �_,� , r t ,:d� ; . ,< D :.. _. .; ;. i �, r .; . , . _... :, .. _ : <. P� :. := SI T E f� 1 {yy d i¢� p .� : D g+�,' L _. .�T�: ; �' kg4 f't !s R:....: ,. . ;<:: �,$ t1i"� ,{;� w `;1`t .`#V ju�R�.,.. R ;. .i1 Ee x ,- 6 j t. : .' , ,. :,._,. l ' . 1, :.r�` n :, 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 PLAN C8 GRADING & UTILITIES C9 INTERSECTION SIGHT DISTANCE PLAN & PROFILES C10 UTILITY PROFILES C11 ROAD PROFILES C12 LANDSCAPE PLAN C13 ACSA DETAILS C14 S ITE & ACSA DETAILS C15 MAINTENANCE OF TRAFFIC �tru� S'��c- Qlan Submittal Type Reviewed and Approved by the Comm► nity evelapment »A artrr+Rnt ,,, Date 5- �' �_, / ___-_ File gnats r APPROVALS �� ��NI 4'�-�j•ZOZZ Current Development Planner L i uate( Current Development Engineer Date Fire Official Date Building Official Albemarle County Service Authority Date Date Virginia Department of Transportation \.✓ Date ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] , 3) 2022.08.03 4) 2022.09.12 5) 2022.09.14 [LANDSCAPE REVISIONS] FILE NO. SHEET C1 OF 15 C1 N■ 1 Original Proffers X ii. Multi -Family: - Off street parking serving multi -family structures shall be m Amendent relegated to the side or rear of buildings adjacent to Proffit Road and shalt be accessed from the internal road -network, Residential Units: A maximum of forty (40) dwelling units shall be built on the PROFFER STATEMENT property. 2. INTERCONNECTED STREETS AND TRANSPORTATION NETWORKS: Upon demand by the County, the property owner shall prepare and record, at its sole ZNIA Number: 2018-00019 expense, a deed or other instrument (collectively, The "deed") establishing an access easement for the purpose of providing interparcel intercormectivity. The access easement Tax Map and Parce-INumber: 03200-00-00-035,00 shall be for the betwfit of Tax Parcel 03200-00-00-029DO and I Tax Parcel 046B4-00 I _00- 005AO and its owners and users and shall be located to provide access from Tax Parcel Owner: Albemarle Land Development LLC 011 3200-00-00-03500 to any future road on Tax Parcel 03200-00-00-029DO or Tax Parcel. Date, of PToffer Signature: June 26, 2019 046134-00-00-005A0. Before the deed is recorded,. the property owner and the County shall agree to the terms of the deed, including the access easement its location, width, and Rezone 3.198 acres from R-1 to R-1-5 maintenance. ALBEMAR-LE 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, 2018-000 1.9, a project known as "3226 Proffit Road" (the "Proj Qcfl).. 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 cortditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. Eacti signatory below signing on behalf of the, Owner covenants and warrants that they are an authorized signatory of the Owner for this Proffer Statement. I. CONCEPT PLAN: The property shall be developed in general accord with the plans titled "Zoning Map Concept Plan 3226 Proffit Road"' (the "concept plan") prepared by Shimp Engineering P.C., dated December 17, 2018 and last revised June 24, 2019 and shall reflect the following major elements as shown and noted on the plans: W"th recor ation of the first subdivision ht of Way edleation: Concurrent 1 d plat of the parcel, the property owner shall dedicate a, portion of the. property along Proffit Road., as shown on the concep�.pJaRtqpublIic n l t of way Right of Way Imarovements* Within .120 days of issuance of certificate of occupancy of the 20 1h dwelling unit on the property,, the owner shall provide improve,ments within the right of way dedication in accordance with the '.Right of way Dedication Section"' shown on the concept plan. Parkina Standards: i. Single Family Detached and Single Family Attached: The front fagade of single family deltached and single •-family attached units shall face Proffit Road. No individual lot driveway shall enter directly onto Proffit Road; driveways shalt only enter onto the internal road network., OWNER: Albemarle Land Development LLC By: Albemarle Land Development LLC Title: LLC Member Tax Map and Parcel Number: 03200-00-00-03500 The. undersigned Owner hereby proffers that the use and development of the Property shall be in conformance with the proffers,and conditions herein above. This his, document shall supersede all other agreements, proffers or conditions that may be, found to be in conflict, The Owner agrees that all proffers shall be binding to the property, which means the proffers shalt be transferred to all future property sWccossors of the land. WITNESS the following signature. Albewf L—WD.1411o. t LK By: COMMONWEALTH OF VIRGINA 9-Y/COUNTY OF —,to wit: The foregoing instrument was acknowledged before me this day J14-we, ay of 2019 by Albeinarle Land Development LLC. My Commission expires: Notary Public Oarb4ra U, Chumle.y NOTARY PUBLIC commonweffth d", Of d- Virginlo 9, 1,87406 my Cwo on. x0fres. mo CL SHIMP ENGINEERING2. 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ,a� j /q (loll Z7/ 4 FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 4) 2022.09.12 5) 2022.09.14 [LANDSCAPE REVISIONS] FILE NO. PROFFERS SHEET C2 OF 15 q 013 -1bWZ-_ C2 532 0 \ 534 Dense Trees 536 530� I / 51 536 ' r _` --- emu' c 530 POLE � / POLE w \ o� OHU OHU— OHU OHU OHU OHU OHU OHU OHU OHU HU ---� OHU OHU OHU / OHU OHU.�FiU N — 52 \ �---� `' --` �, � \ ~ �-.,--„-,,,•-� ;p \ ( / � ' POLE 526 / 526 �-i ,- ✓' \ Gjj qp, �, \ \ tON\�\�2 OS"E 48 .6 \ F0\lD 2 8 FOUND 0 (RE 0 AiE) i EX. 8" Dl S C� T.M. 4 4-5A ^ ROBERT G. PETCHEL & \ \ \ \ \ c \ _ — KATHLEE 0. PETCHEL \ r- S $ Dl �A � - D.B. 296-6R6 �\ __-- 0 �- — \ \% D.B. 1685 ti52.`� 12 PLAT \ \ -B 10-&9 28 & 29 PLAT \ 1 ` B-._.._ `•s EX. GRAVEL DRIVEWAY D.B. 9 -443 PLATB R T %Z NED R1 I \ \ \ \ \ �'t,, \ \ \ \ / _' -- i o I , `-V SLEE ESTEL I \ / 5 i \ I \ \ \ EX. BUILDING TO BE o ` REMOVED EX. WM T o BE REMOVED \ \ / `6 ABANDON C NNECTION , \ AT MAIN y0 r 8" DI SAN EXX. 8 DI SA - --- EX. DI SAN \ 1 ^ .--- � — — �ummr���aaa¢��--•�av�--,�,� �narfs--rerrw��r �o-•��•��--M�- .��rc= -- _�,�as�:::ascr-- - 0 � 53 ,ram- � � \ T.M. 32A-�-2 S2p_ \ \ \ c5+ \ _- 3, -rti o \ o \ .,6LBEMARLE LAND _- ._ 1 I \ \ � � \ � � � \ n \ � � \ DEVELOPMENT, LLC TREES TBR \\ \ \ \ -� `�` \ s m D.B\ 254-160 rn \ r ' D.B. 14-107 \ p \ D.B. 439 185 PLAT c \ D.B. 51�54-753 qTRES TBR T.M. 32-29D I \ \ T.M. 32-35 MAPLE GROVE \ �- 20 ACRES CHRISTIAN CHURCH \ \ 3., e•�;v �,� ` \ ALBEMARLE�tAC� DEVELOPMENT, LLC � p D.B. 2303-626, I '�- \ D.B. 5��-�96 cr rn y \ \ D.C. 630 THRU 633 PLATCo D.B. 1406-131 PLAT c3` D.B. 512-516 PL -T` Wo '. \ SR 649 EOP cs I ZONED R15 D.B. 1011-131 PLAT— '� D.B. 781-200 Q D.B. 294-5 5 PLAT ZONEDX�R1 s� 0 -_ — 522 — / 100 ul524 / o \ do \ REES TBR oIla0 ` Dense ere ROsN'ti _ 5 FOUND` 526 / a S27°5912 W 338.89' 01 528 - `- -- __ 15' 528 3 NONEXCLUSI \ o A .. RIGHT =^ "_,.��.,� _ �� �` ---?0 ND _kG— ESS (D.B. 505--6�� � — — -- -_ — 2 --- � _., ��� --- — — — — — 144.69 EX. GRAVEL DRIVEWA TBRIRO� ~� c, 530 SET S26°08'59"W 169.50' C4- 530_- IROR Dense Trees--____� _._N FOUND \ 532 F— 532 20 0 20 (5\ 0 , 60, Scale: 1 "=20' ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 4) 2022.09.12 5) 2022.09.14 [LANDSCAPE REVISIONS] FILE NO. =11 EXISTING CONDITIONS SHEET C3 OF 15 1 � \ Dense Trees� I to ------ L�j � 1 TEL. G V PED --��-- POLE _ G OHU OHU OHU OHU OHU OHU -- --- OHU OHU OHU OHU FIU - POLE a OHU --- OHU OHU OHU OHU � - ' ae; '`:,``"�".`,r"--,�-•,�--`�--.�-v--•.,�.-,"--.,,,..``�--,.--,.. 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 4) 2022.09.12 5} 2022.09.14 (LA4dDSCAPE REVISIONS} FILE NO. GRADING PLAN SHEET C7 OF 15 18.041 C7 EXISTING ANITARY PIPE Brush 9" �Q� \ `'— 530 01- 30 `. LULLUUuuoouo BOA SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM E 4. FINAL SITE DEVELOPMENT PLAN 2f PROFFIT ROAD e I TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGIN IA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 a 2) 2021.10.01 [ACSA] 3) 2022.08.03 A, 4) 2022.09.12 -! 5) 2022.09.14 [LANDSCAPE REVISIONS] ` 30' ACSA ESMT FILE NO. INSTRUMENT 18.041 20 0 20 40 60 1 12-� L GRADING &UTILITIES SHEET C8 OF 15 Scale: 1 "=20' 540 535 530 525 5 HEIGHT 645' DISTANCE TO MOUBRY LANE 20 0 20 40 60 %%% -- --1 Scale: 1 "=20' HFIC,HT nF-. _ 'i_ _ _3.9. 3�0.•_ SIGf-fT- _-0B.JECT- _� m S�G�IT D. LL _ . _ ..�,... fN.C...R,r�C ._._.., ...�.,_....... 0+00 1U+UU 11 +UU 11+5U 11+UU / / / 5 - - \ �>a h c� LEAKE SQUARE--'�-'�-�.�-- i N / ..Q. °�'� tYaA4ti •�4 � _� �- —, X--- 528 CV \ (D > > \ \ T/ 540 535 530 525 520 51 11+5U i.S+UU 1 Jtou 540 535 530 525 14+O0 MOUBRY LANE QSHIMP l— / t O z 1 1 Z ZI N O w � U a O . � ENGINEE R1NG Q N LAND PLANNING -PROJECT MANAGEMENT C� ca U� Z m \ Q Q O O Lc l O N ::<-:::::>:<;;«:«,;:::>::;;>:<::>;<:::<::>:::>< 912 E. HIGH ST. •l:.::•:::.;.:.:,:>,:: 434.227.5140 O I HARL TTE C 0 SVILLE V 2 A 2 2 90 I JUST N HI - S MP ENGINEE O O , RIN G COM N � __. z 0 U ;ca ov t9 J 1 i / Q Cp J r'] Z S o Q. S Q r N W v- / rn v- / \ 1 L53ki 4-Drs�gN- 435' TO L A SQUARE 645' TO MOUBRY LN ------- � SAS ROUTE 649 35 -M H 390' INTERSECTION SIGI- DISTANCE RIGHT 20 0 20 40 A .0 ■ ■ ■ ■ ■ 540 535 530 525 520 +1�+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 GG CAL, j,j;-2Aq?,, HEIGHT-\ . . _- ..... 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I- - - __ __ �_. a -,-- - � 9= ) =12" MIN. __'_ 7S*ff RA R A_T[0N___ ' I __' -..­-4WATER­UN E­-­----­­-,------- I -------------------____.___ _____' ____ _'_____._'____________ -.-,--.-.--.�-,-�.--�--..�--�----------.,--��----------------------l------------------.------------�.L.tj-----i�r"-----,. . , --.--..--------- ---,-,.---------.--------�-.---- ----.-.-�------.,-------.------- ----",,--.-..-.---.---------�-.- __�t ,---�-.-�--.---------G>'------:r-,----- ­__c_.) ---.----.---. ________ -.-----(-.) =_ ------- (_� -_ -- _to__ - - - -.--.------- ____________________ _'_.__________ - ----.----.--- ----I- ______._'__________ -QZZ-- ­ � ­_ ------.-.- I --- m - -f- ___.______.____ ___.___.'_________.___c:j UJ _L'j___�_._a_ L,j --a- :r- I . alm-_ -.----- - .__ ________ 4�_ - r-�--'--.-"--�-.---------�-�----.-------- �-.-�---�11---.---.,----------.��.,-----.- --.--.---I. __ ----.----- -------.------.-�--�--�-,--.---- 1'_____._____.______________ 1= t-1 .. - -----..-.--.--.--..----.----�---.,.---. .k :4- -F� - - - _10-11-1- x - __ L _r - 0:� =__________� - �_ A.c --.--(n- >� u __��__Li_j __v)__ F= V)� - tt ��_______________ 0:�' .---,-.-...�---.---�-------------------.-----------------.------.---�-------�-,-..SQ--,-- _(Q ______ _________ ___________" -;r-- ----.. - - __..___ Zr -G>-.----------- ___ m __________.____.__.__ ,.--,.-�--,.--:---..---..�l-.-.--..,----.-.,...--�-.-.� ,-...-..-,.��--�--------,----------�.---,� ---,-I--- --------..----�-----,�,-.�----.-----.-- ­l_-_-_______­______-_____' _____.______f_______,___________.____�___. _-__­_­_'__'___.­ ....... '_.______'_'_'_'_.__;L._ Co064----a--��-�---,--!,=---,-,Z>-= ___ ­_ ___ - ______� - --ou----­(�o bi '�-­-­'----------"-- AZI ---"------"---*----,---,-,----, ---. _____________­__­_ ­­­... � -----.--------,--,--------,.---- ._­l___'___._______. __l_­l_____t_­____ . .-,-- __ �.-.----,�--..-.-�-----,�,-.--.,--.--.---. ---,--------.-.-,.,.---..-.-.--,-::�j I-------.- - Fg- �_ �§____-______­_____ .--- . 9+50 10+00 10+50 11+00 K**To�WATER MAIN PROFILE ON ROAD C �cl OJHORZ: 1"=20' VERT: 1 11=101 3) 2022.08.03 4) 2022.09.12 530 5) 2022.09.14 [LANDSCAPE REVISIONS] I 525 FILE NO. 520 18.041 515 UTILITY PROFILES . � 510 11+50 12+00 12+50 13+00 U_ SHEET C10 OF 15 I - 1�') oil Ift.- - I , v BRINDLE LANE PLAN SCALE I"=20' .....----- - - M. 1 ACADIA DRIVE A —A V. W. (f 48' ) PRIVATE ROAD EASEMENT 30' �— ACSA - EASEMENT ! ! f ! ROAD CL ) � ) 1 --- - ---- I ! 4"- VDOT ;#21A BASEST p i i I COMPACTED SUBGRADE . i I CBR=P-.O I i i I TO BE FIELD VERIFIED I ROAD �iOUSEI PAVED SIDEWALK CL DRIVEWAY ACADIA DRIVE SECTION SCALE 1 =20 535 530 525 520 CO CV Ln -------- T------------ !, CG" 2 SIDEWALK IHOUSE 6' LANDSCAPE ISLAND 0 Ln Co tr) M oui r� I— J C7 W PVI STA. 11+21.25 540 535 530 525 O O O O n OC O N I C) r N + ± O 11) Ln > > V) W V) W I- P\I- STA. 11 +0--Tfl0 PVI ELEV. 532 86 �-14.00VC j nnc nnc'•n OL0 Lo 4- O O 00 n Ln0 00C)) + T) { r 1N i— > > V) W V) W U U I- I- °- °- PVI STA. 11 +70.00 °- °- PVI ELEV. 529.76 37.00VC ncc nnC-n O Q L N Ln 00 r, 00006 N + N + N N Ln LC) > > V) W V) W I- °- R'VI STA. 13+00.00- 0- PVI ELEV. 526.51 �— 25, OOVC - 1 (lnn nnCfl - -o _ - 540 _ CO 535 _ 530 525 520 os 515 13+50 14+00 _.a6K._-Va1.. r 1 Z_01 -7 o _<y UI _ n y __ _... _.....,..-... to Cal__,._»,...-,...._..-_� —.... �__ - - - - Co - 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 3 ACADIA DRIVE PROFILE C 11 HORZ: 1 "=20' VERT: 1 "=10' 4 BRINDLE LANE PLAN 20 %?" m m20 40 60 mom? C11 SCALE 1"=20' Scale: 1"=20' CALICO COURT C—C 40' PRIVATE ROAD � EASEMENT �_30' ACSA_f EASEMENT i I :1. ! E I �`���• I ROAD CL �- ---- - 003,! 0II II 115 9,5A SUPERPAVti (TII!(P.) 4 VDOT' BM 5 (TYP.) COMPACTED SUBGRADE MI6" VDOTj21A BASE (TYP.)I CBRI1 TO BE FIELD VERIF]p OMPACSUBGRADE MIN. 4BRmy'6.0 IIjI --------LIIi ..------------------- - -- ------ - !! f TO BE FIELD VERIFIED (TY'P.) HOUSE( PAVEDSIDEWALKICG-9 LANE ROAD LANE I DRIVEWAY (HOUSE DRIVEWAY GUTTER CL RIIBBON CURB BRINDLE LANE SECTION SCALE 1 "=20' 0 0 0, Ci n Lo U-) +Lo I— J (n W 75,54VC-- _ __._..._- o ._.._-....2� izz GRAD E_ ......-._..._ _ _ ry _._.___....�.,.,�,..._....w.w_..,_...._.._....�...,-.�._ ......,:.�.� �. _.___�._._........._._ ._._._.._....._._....._..__._.. _can co o� ,......_....�.._.._...,._,._...__..._.�.d_.,,...,.._.._._._...op �».._....__ _..:...__..,._...._.._.,_._..__..._.._._._w.-,__._._.....__�._.«_.�.N_ .,.__.._._.,..._,._....._.._.__. ._,-.__........__ _._�..__.._��.�. ._._.....�.�,_____.»..�,,........__....�._._......._._..�..._-._....._..._.._..._. '4 11 +00 K"'i CALICO COURT PROFILE. 11 +50 12+00 12+50 O O O O O In In Q In Nn N_ _ o0n �_ OO O N 06 Co r +17 +tom + +V') O In r O Ln r r r > F_J > I-J (n W f_J (n W V) W I-J V) W > > > > > > > > d. 0- 0jz PVI STA. 10+35.00 PVI STA. 11+00.00 540 0 O 535 6•SI1 6aoi In N 520 O O In U) Ln r- 00 N yf Q (DQ r-O + Ln + n r r ¢w dw f— J I— J V) W (n W 1- 0- a_ Q. a. PVI STA. 11+72.00 V 540 535 530 525 520 — - 69 26 af}VC -_ �.v.� __ - -- 1-9- ~ aVC- �la [- -- �- �__.,..a-,._._.-.:._.._...�_.._,._,.�....m:._._..:..�.,..�__.,,�_...-_,...M (1�.. �......� ,........__...«.,._......,..,.._.....,.�,,.W.,«..CRE-SvT- STA 1•a o O-8�%.__,.:,�........,.�.�.,- 94:84� -- •� _._._._...._.�. GRADE_ .,_ FX ev �-•-w-•-� ., . In1Lo Ln _. _._..._..sue Lo In 10+00 10+50 11 +00 K�6 BRINDLE LAME PROFILE CjiiHORZ: 1 "=20' VERT: 1 "=10' \ �11 bUALL I =ZU 20 U 2U 4U 6U Scale: 1"=20' 535 530 525 520 515 13+00 BRINDLE LANE B—B 34' PRIVATE ROAD Imo— EASEMENT �30' ACSA EASEMENT t Alk ROAD ° --------- ----------t 4 - 3.000 -------r---- -- - --- --------------- S7#21AIII 1 5" SM�8.5A SUPERPAVE (TYP)4'- VDOT 2 BM-$5 (TYP.) !BASES6' VDOT %21A BASE (TYP.)COMPACTED SUBGRly MIN. CBCOMPACTEDUBGRADE MIN ! ! ! R=6.0 !! . ! ! f ! i I TO BE FIELD VERIFIED !! CBR=6.0 I I I I TO BE FIELD IVERIFlED (TYP.) I I MOUSE' PAVED ;I ROAD I HOUSE ! DRIVEWAY ROLLTOP CL RIBBON DRIVEWAY CURB CURB //'- �9CALISO COURT SECTION �Z C 11 SCALE 1 "= 20' 11+50 12+00 SHIMP ENGINEERING- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 4) 2022.09.12 5) 2022.09.14 [LANDSCAPE REVISIONS FILE NO. ROAD PROFILES SHEET C11 OF 15 18.041 C11 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. FINISHED GRADE EXISTING GRADE iia I: ! -! I { �_.� �-I � � ! � � ,-!�3 � I -�-1~I 3'�..�_.� 3 ! I:.±_.�_�.E I { �-�-� 1 �I I-�•-�-� I f 1._1=_J I .�_{ I-- 3X ROOTBALL DIAMETER DIM. ] TREE PLANTING DETAIL LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal./Height Quantity Total Height(ft) Canopy SF Total Canopy in 10 Yrs SF Qr Large Deciduous Tree Quercus robur English Oak 12 4" 14 31 329 4606 Tt Large Deciduous Tree Tilia tomentosa "Green Mountain i "Green Mountain" Silver Linden 1 J-1 J" 17 25 276 4692 0 Large Deciduous Tree Betula nigra "Heritage" "Heritage" River Birch 11-1i" 14 25 397 5558 • Large Deciduous Tree Quercus bicolor Swamp White Oak 1J-1J" 16 31 299 4784 Ornamental Tree Cercis canadensis Eastern Redbud 6-7' Ht. 6 17 124 744 Ornamental Tree Cornus 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 ACADIA DRIVE: 280 LF / 50 = 6 REQUIRED: 6 LARGE TREES PROVIDED: 7 LARGE TREES PRIVATE BRINDLE LANE: 150 LF / 50 = 3 REQUIRED: 3 LARGE TREES OR 6 LARGE TREES TOTAL PROVIDED: 3 LARGE TREES, 6 LARGE TREES TOTAL PRIVATE CALICO COURT: 200 LF / 50 = 64 REQUIRED: 4 LARGE TREES OR 8 LARGE TREES TOTAL PROVIDED: 4 LARGE TREES, 10 LARGE TREES TOTAL NOTES: 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 2. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. !2 1 1 1 •1 1 ■ ■ ■ ■ ■ ■ ■ ■ - 1 SHIMP ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 4) 2022.09.12 5) 2022.09.14 [LANDSCAPE REVISIONS] FILE NO. LANDSCAPE PLAN SHEET C12 OF 15 C12 Not To Scale 36"MIN 24"MI 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" m i n -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ,ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21 A 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 TD-34 ACSA: SEWER PIPE INSTALLATION (TYP.) NOT TO SCALE CRIMP AND ROLL END OF COPPER PIPING 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24' SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6B TD--11 ACSA: METER ABANDONMENT (TYP. NOT TO SCALE BRANCH NOTE: ALL CONNECTIONS TO I-- w .J z I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" 1' MIN D - D � t 12" - 1 R 2" FLEXIBLE CONNECTION WITH STAINLESS STEEL BAND I EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE J CONNECTION BOOT " INSTALLED o y 1 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-27 ACSA: TYPICAL MH TIE IN PLAN VIEW. NOT TO SCALE 4 f ' - .. I. 2 I CONCETE` ti # IEA?I�IG AREA. THRUST 15L.00K ..... � � Y4 NOTE- IN R-0 TTE . AREAU°ALVE B XES rk{ALL 'FXTENiD $1X () INCHESA�109E_ GiRADE;: TYPIC. 5i.'L GATE �A,L.\ /E. I�jT 1. p)­q ACSA: GATE VALVE (TYP. NOT TO SCALE 0 4\ r M,H. STEP (TYP.) e a r FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX 2'-0" RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12 IN "0" RING SEALS • 4 16" MAX MIN MINIMUM ELEVATION ° DIFFERENCE ACROSS M.H. 54 " '-0" 531. FROM INLET TO OUTLET SHALL BE 0,20 FEET. CONCRETE 4 VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF , CONTRIBUTING - -- - SEWER. ' I 4 ` 12" A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. . 6" BEDDING NOTE-: W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 ACSA: TYP. MANHOLE SECTION BRANCH TIE-IN NOT TO SCALE NOTE: MIN, 60" DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSS�� USE APPROVED FLEXIBLE RUBBER ---�- BOOT, GASKETED STOP C❑UPLING 2r ' I DROP PIPE e e PIPE STRAPS' (STAINLESS STEEL) o SPACED EVERY = 2' VERTICALLY 90' RESTRAINED BEND e a I SEWER INFLUENT PIPE .o• Q ' a .P 4' 'a v' 4 • � o- �' a •° J'�MAIN SEWER p• `��" a .v.,k a a a PIPE PLAN PROFILE MIN, 6" B:EDDING WITH NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZEID THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TD-30 ACSA: INTERNAL DROP CONNECTION NOT TO SCALE 1' ri%1VgiE". IC91 x .3:/ 4t MALE PIPE UPON-0 DR- ARPHOY' Q0 En�JALSur QcRiomm, MR. U5E itl AsTTACHEC3 J31GLE rAIL41IJ r;E51LEran�L1:E ��1ryl�.itlrEtnT[Al i; tll_ y�Y �k _ 4 nIdTE:, � PLO 5A AltD Fl rltl�55 °4 �^ �� ,. % l �=' `�w tik DUAL SER'IICE 1" G¢If Es,%k; , •- ,4' 1d�tLE�p�t'ic. Gk,"' Pf S+ED EGUAL jo3 /+t �,,dddJJJ FPf.,i�i�f .SfJ.q '...HE 1Pi+d1E Ft�iAILYs ANGLE SERVICE ri1TE' . t f' 4RDOLES' �HA.LL 8E 1 f`0 Oft .rr'O}- PIPE, L0f4'hlra 83LL 1 �ndLE•fi �' � ..o .. i �JLfTLE% 'r� rr) fs-qq y, sA"dCJ ; F{ g3l+;ar.pJ.krlaf='i t • r , ry� t��re +,_-��_ 4 Cyr !iEJEP, ET�AIH �? 'F 2 fpE. POC EI", 41r�t�A�.�d. Tti�ijt��j .. ..;'_4..!";.rY. �4� ,Y. � �n:..`�'�<-•���.; ;�'E��. ��,� tifr, :rf �+:�,�E41+�k7� . TYPICAL SE a>+V ICE LATERAL IN TALL TION Grp Al METER S SITS FIG-; W PA T !=, ACSA: TYP. SERVICE LATERAL INSTALLATIONll NOT TO SCALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING B STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 0 INITIAL BACKFILL 4'1M1 MIN MIN. #68 STONE :RANULAR FILL AS �. '• APPROVED BY ACSA � ciC STABLE SOIL' OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 ACSA: DIP INSTALLATION NOT TO SCALE SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE SALT / TREATED FINISHED GROUND MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 ACSA: SEWER LATERAL CONNECTION NOT TO SCALE NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270•) 18"-22" 7 CU. FT. VALVE BOX #68 STONE 42"MIN 5" GATE "' a a VALVE X61r TEE 2500 P.S.I. CONCRETE BASE AND THRUST � ,.wr : � i BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 ACSA: FIRS HYDRANT ASSEMBLY NOT TO SCALE (, L q �23•�zZ ENGINEERIN G LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 4) 2022.09.12 5) 2022.09.14 [LANDSCAPE REVISIONS] FILE NO. ACSA DETAILS SHEET C13 OF 15 C13 V COMPRESSION x 3/4' MALE PIPE CQUPLINO OR APPRO.VED EQUAL V TYPE. 'K" SOFT COPPER i"xt'xt" TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL @E USED .ON PYQ PIPE, 36' MIN, 9/8 BE COUPLING� Sa 0 FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES .OR DUAL RESIDENTIAL AND IRRIGATION SERAQES. 2, i �r)MPRESSION X 3/4" MALE PIPE CQUPIJNC PPRQVED EQUAL FOR USE ON DETACHED SINGLE FAM14Y RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON. LID FINISHED GRADE \—CORPORATION STOP rr-« NECESSARY SAND OR DUST UNDER BOX AND SETTER (2-INCH MINIMUM THICKNESS) 1 1 f 3�+f { ,. 4" DIAMETER OR PIPE, 12' t, S a.l 1 �t LONG STONE POCKET, VDOT !. .' r'a�>�!;;'..�^ SPEC. 203, NO, 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8 1" METERS) NTS FIG. W-6A TD-10 ACSA-.5/8 & '" WATER METER INSTALLATION NOT TO sc;nLr TRANSITION TO 0" HEIGHT CURB TRANSITION DETAIL NOT TO SCALE X OPEN SPACE EXHIBIT .•° a 4 d4 ; .Q 4" — 3,000 PSI CONCRETE d d. ° °°° °°° °°° °°°°°°° ° °°° °° ° 4" — VDOT #21A BASESTONE ° II I II I II I II I II I II I II I II I II I �+ COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 2�TYP1 CAL SIDEWALK SECTION C 1 4./ NOT TO SCALE 1.5" OF SM-9.5A 2.5" OF BM-25 —6" — VDOT #21A BASESTONE — COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION NOT TO SCALE 2 VDOT OF sM-s.sn suvEavnvE rs��°� � orsz1A BASESTONE II III -III III rlllnc-- —m—m—m—m--�-- comvncreo soecrenDe TYPICAL DRIVEWAY, MULTIUSE PATH & EMERGENCY ACCESS SECTION NOT TO SCALE GROUND ELEVATION 528 STONE TOP 525. CHAMBER ROW TOP 524. MC-4500 DETAIL 545 540 535 530 525 520 515 510 z5 Kj-d NU I'AKKINU LEGEND — GREEN.'(RETROREFL)r WHITE SYMBOL ON SLUE (SETROREFL) DACKGROUNU - WHITE (RETROREI L) "Redggp spacing 5011/o.. /l. "3ee page 6-31. .Soo page 5-2 forarrow design. HC PARKING SIGNAGE NOT TO SCALE 100—YR WSE 524.68 Al a 9' ff d'?.Y � +:.Y. . n' f :tier. X•Y: a !k'n,•rs<� I fe !/rY00rfi'2%/.. f . es<R•::. ,Nffi/f� ff. •�'?' ��•� s FC7-8b YAB(1!CC[T?SAiiEE A It C D ! F G 11 4 K 1x. Ii F5 ail3; I T5.0 S 10 1.87t- PARKING AP1�.i�tTi4fN p�t�a!u�AL I+�Lcarxm! C.0I 911& LEGEW--C,.REEN U?ETSLlHEFLECTIYE) BLACK CGLOI S LEGf 1T1-`NHITE (RETROREFLEUWN ti(IG{4Gtl0tltf0-WH.ftE (HEIRMERECT119)' BA ROUNDBLUE {{IETROHEFLFCTup A4 rDl-3C TOP 525.77 10— YR WSE 523.27 WEIR TOP 523.40 2—YR WSE 521.23 4 0 24x5.5" ORIFICE 1—YR WSE 520.86 Q INV. 520.90 4 2.2" ORIFICE INV. 516.72 °[PROVIDE A TRASH RACK FOR THIS ORIFICE WEIR WA:_'_ DETAIL NOT TO SCALE NSPECTION PORT GROUND ELEV. 528.05' STONE TOP 525.80' ISOLATOR ROW TOP 524.80' ,TOR BOTTOM 519.8' BER BOTTOM 519.5' E BOTTOM 517.50' nA9A A9A1 Z- I-- V) V) V) 01) �.. ........ - -- 0 4-9L —014 10 STORM SEWER PROFILE A9A-A9Al C14 Hoaz: ,°=zo'vErer.--i.=ia' 545 SHIMP ENGINEERING2- LANDPLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 540 FINAL SITE DEVELOPMENT PLAN 535 pROFFIT ROAD 530 TOWNHOMES SOUTH 525 520 515 510 11 +00 Cl- a�23•'w2z. ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01,22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 4) 2022.09.12 5) 2022.09.14 [LANDSCAPE REVISIONS] FILE NO. SITE & ACSA DETAILS SHEET C14 OF 15 C14 Paige 6H-48 September 2019 .Game Clositre Operation with Teiporary Traffic Barrier 1 (Figi1x F 1 *'��; ) NOTES Guidance: 1. See Table 6H-5, page 6H-6, for recommended spacing of advance warning signs. 2. ,SHOULDER CLOSED (W21-sat) signs should be used on Lirrtited-Access Highways where there is no o or uni or i v l roadway lwa see Figure TTC-6 . t disabled vehicles to all o the oa c PP h'f Y ( g ) P f f 3 } 4 1 I t la c r r h' t x li i t a t t rt l' o s t e C 4t elf tz eF <rtt tat ! tx a eft 0 l' t Et s i 4 1� ..._ _.._..,..i., g...g r. ....f.. f � ] $l%%SGL2It4P�!llG', 4. •drivers cannot see a pull-o ••area beyond the closed shoulder, information regarding the length l !f P ff t Y r, .f g g gt of the shoulder closure should be provided in feet or stiles, as appropriate. 5 An rn r• e -' tr l e rovide l r Section and e e ne till o c eat should 6 c e S alto t 6G.18 Temporary Traffic 'Control F' er e g YP ff P PP Y cFigure ffg TTC-8. Standard: 6. On divided highways havin a median wider than 8 g right and left sign assemblies shall be required. 7. Group 2 channelizing device spacing shall be at the following: Group2 Chan ell ' n z n Device Spacing � v m g P g t n .':.., O ro h~ ..a G " e d �m e $p., 4 , : ,, h - (nip 3 Locatt n o See L p d unit m h P ( ) : :.: Lo at a S c c t n t a n P g $peed Limit m h R... ) ac n l?. 1 S acin p g 0 35 ::. 36 0 35 3G a,:.38 :. + . , 36 .:. a t T s ion, r. n. 2 0: 4 0 Tr velw a a y 1 40 80' ions c io A ss u tr, i n� 8a :... 1 0: : 2. ,: Construction access spacing may be increased to this distance, but shall not exceed one access per'/ mile. 11 . ,. .o 4 earl, n W, ',s T� i�if9, 9. See Table 6H-6 for barrier transition flare rate.' When the barrier transition flare' is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line flare. 10. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to barrier with appropriate fired object attachment. b. Where cut slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A-4 of Appendix A for clear zone values). d. When barrier end is inside the established clear zone, attenuator service Type I or Type II shall be used. Refer to L&D special design drawings. 11. Barrier panels 8 inches in width and 12 inches in height shall be placed on top of the concrete barrier and spaced on 40 centers along the transition or taper sections and spaced on 80' centers along the parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic lens g sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier .>.: � ,,+ uu5 becomes parallel to the roadway shall be a T e B flasliiri light. �arr,*gr,d� l ,',' ; .hat>•;be s ae P P ..., .,..... ,.,. ::: V..::,. lr . :: y ,::St ::t r i n:n.. , ..._.e t..r...• . ><t ...h�.tr r ....r..a .e... e r nS! s ns„ d., �tG,. d.,o ... nt. s..au d.. �.n e.. �,., . S _. CC . py ., between the barrier an Is'`"'`` "`' h r r e.. r� f n ct approximately 4`: ral s 1 � 2 inches u from P '►�p.�?g.�� � P.,.. �g�..4!15.Y.��gP :.�:.. PP Y P the roadway surface. Guidance: 12. Eradication of'existing pavement markings should be as shown in Figure TTC-55. Option: 13. The barrier shown in this typical application is an example of one method that may be used to close a shoulder and lzne� on a long-term rp oject• 14 E`,' ern transyere rum ble strzf s riia . berinsfalled ia:;erihakice the vzQark<'zat o see..Cha ;t '6F rSecfzo :6F"s :,Iila i _. ......_... 11�99. ara to k)'12.aifci.`l3'far.Iistalltiftarr'`'tdaneatids aoln 1: Revision 1- 4/1/2015 2: Revision 2 - 7/1/2018 September 2019 Lane Closure Operation with Temporary Traffic Barrier r z xr,.� �:. BEGINNING CL L AT ANGLE BREAK A w OF BARRIER 8" LINE 4 a Cy. ... 1- ^•.r P 5 /� •:c ¢ 7" u s..rnin.Afi•:•S 'W-0 SEE NOTE 11 4-V7L R 1: Revision 1 - 4/1/2015 2: Revision 2 - 7/1/2018 Page 611-49 G20-2 (V) 500' ± �� BAR RIER PANE LS LS rr •i �---•- BARR�f�IE�'+R�, D(�f��E^''��LL��I�N'�,EATOR TYPE B WARNING' -- LIGHT 5' !$ r= BARRIER PANELS R R A S J. J' . t�• . 'w4� BARRIER DELINEATOR / @ ,�11P-11�91+�i - - GROUP 2 CHANNELIZING .s TT EV CES D I ERADICATE 1 F EXISTING 200 O X. MARKING PAVEMENT r- r-GUARDRAIL I„ R;iQt F'14 ILLUMINATED FLASHING Page 6H-14 September 2019 Typical Traffic Control Stationary Operation on a Shoitltler kh .0 ) NOTE 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 (W21-5blk), RIGHT SHOULDER CLOSED (W21-5aR)'), even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed. Guidance 2. Sign spacing should be 130W-1500' for Limited Access highways. For all other roadways, the sign spacing should be 50W--800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Option: 3. The SHOULDER WORK (W21-5) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign prior to this activity area. 4. For short duration operations of 60 minutes or less, all signs and channelizing devices may be eliminated if a vehicle with activated high -intensity amber rotating, flashing, or' oscillatinglights is used. g 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. Paper length (L) shall be at the following: Taper Length L Speed Lane Width Feet) Speed Lane Width Feet Limit Remarks Limit Remarks (mph8 10 11 12 mph9 10 11 12 ' S 5 15 1l6Qi 2 ...... 95:::. 9-:5.. z5o; • . act:... 5o9. 850:•:...6aa h, sw 30 135 150 165 180 L=S'W/I60 55 495 550 605 660 L= SW 3�. 1$::; 2a.5 i:25 45 L SzvV1. (60::: 6.t);: .....:.5..4Q 6Qa.. , 660 720 L-SW.... 40 240 270 295 320 L SzW/60 65 585 650 715 780 L SW 45 4Q5: 45.0 49:5:4a 7 .... •:6,3Q.. , . ;'7,Qa .. ?7Q, 8.4.0. L>SW f {,i '. I btm4„ d AcPes ,h.,9i?W M, l ai(,"s a i�0', [>��er�in lager regard � R"-,p, tho,po p , peed 1 ► h1,,,t. 9 l ,Rr ,�tn.Tl�ln,'., : Shoulder Taper = 1/3 L Minimum 7. Channelizing devicespacing shall be at the following:11 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 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. It. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. l: Revision 1 - 4/1/2015 2: Revision 2 - 9/1/2019 channelizing Device Spacing Lgcatton , Spaeln� ' Speed Lentil , � nn h) Location Spacing Speed Limit (mph Location Spacing Speed h,rpct txrpl l} 85 36 + , 0 -35 36 + 9 ';,35 36 # f .: Transitiarr _ . ,_,20'. ..,;,40' .: Travelwa 40' 80' "Constru�tignAcc,��s $Q . 120' ,,' '`Construction access spacing may be increased to this distance, but shall not exceed one access per %mile. Page 6H-54 September 2019 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers NOTES Guidance: 1. Sign spacing distance shook! be 350 -500 where t speed re the posted limit ttt is 45 mph or less and 500-800 where the posted speed limit is greater than 45 rrP t t h. 2. Care should be exercised when establishing the limits of the work zone to insure rrurxirratcrrt possible sight distance in advance of •thefacgg ler station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 61-1-3. Generally speaking, motorists sltotelcl have a clear line of 'sig htf 'rut othe g raP hie ,l lagg er symbol sign to th tef lagg er t { f j f. {i » 3. taut t 1 t r €l" a t o tt t t; t c a � rz ayt c tall,i' li i r t r r Y SCt �/ / t t t a t 4. t. � l�,k f,J ff t f Q tr �,�� tgg ��' 1�gt`� � ,. w., �� r try. � n � t� i�t t q t F 5 1 f ] t 4 1 f } t i t s t tc' r v ail t:!?.�?..4?,.�........tS...�44���� l .�'.•�.>'ll..: ... �',.,4t�?.., �.$....,,.141 ��, t7t'.... 1�gltlrtx�'�4,�d...,�.�. 'fit::: t`., :�:>'�<fd. . K. .1. , 1 4 L .S rat- t 5 r fttcld er to ct t t tri`tt tt v t n t t Sppr Standard: 4. Portable Temporary Rum1E Strips (PTRS) hall be used a noted i in Section 6F.99. s ) s 5. Flagging stations shall be located far enough 'r 1 r advance of the workspace to permit r Pn traffic to reduce speed and/or stop before passing tile e work space and allow sufficient distance for traffic in the 1 t departing � o return to the right lane before reaching PP traffic eft lane opposing c ( see 0 "fable 611-3 on Page 6FI-5). 6. All daggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.015 Qualifications for Flaggers). 7. Cone spacing shall be based on the posted. speed and the values ill Table 6H-4 on Page 6H-6.' 8. A shadow vehicle with at least one high intensity amber rotating, flashing, oil oscillating light shall be parked 80'-120' in advance of the first work crew. Option: 8. A SLOW f'W'2) 'V�07 s� may be required in this area to give advance warning of the operation ahead b slowig_pprn a oach ing traffic raf -c prior y ror to reaching the flagger station or queued traffic. Guidance: 9. !f the queue of'trc ffie reaches the BE PREPARED TO STOP (W3-4) sign then the signs, and if ttsecl the PTRS should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues r•esttltir r•om the lane might l t e closure tt tt extend through the highway -rail crossing, l e 1 g .� g g grade temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56 for additional irforrnatiort on high way -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies ( see Section f 6E.08) . 12. Cones maybe 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 users approaching; from both directions, a single flagger, positioned to be visible to road users approaching from both directions, may be used (see Chapter 6E . Standard:' 14. Whey ,u�,, 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 1. I. ' , I I 1. .. � 11- Pig W. 11, " September 2019 Page 6H-15 Stationary Operation on a Shoulder t;,; .$;: ,., .�.:�7� �F c'rxff `s:::. :c::!};;fy ;u..`?'%�:�.;%'tr:' f `''f'r/r. 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Yf/ r /rff E J. a f f/ f 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARL TTE VILLE - 0 S VA 22902 JUSTIN SHIMP EN GINEERING. 1 COM FINAL SITE DEVELOPMENT PLAN PROFFIT ROAD TOWNHOMES SOUTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.01.22 REVISION: 1) 2021.09.10 2) 2021.10.01 [ACSA] 3) 2022.08.03 4) 2022.09.12 5) 2022.09.14 [LANDSCAPE REVISIONS] FILE N0. U L = Z,�.-O)pa� y MAINTENANCE OF � TRAFFIC SHEET C15 OF 15 It An C15