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Home My WebLink AboutSUB202000055 Plan - Revision Road Plan and Comps. 2020-06-03ROAD PLAN FOR LEGEND OWNER / DEVELOPER Albemarle Land Development, LLC EXISTING NEW DESCRIPTION 1949 Northside Drive Charlottesville VA, 22911 BOUNDARIES PLAN PREPARATION BENCHMARK Shimp Engineering, P.C. SITE PROPERTY LINE 912 East High Street Charlottesville, VA 22903 - - ADJACENT PROPERTY LINE (434) 227-5140 VACATED PROPERTY LINE ZONING BUILDING SETBACK PARKING SETBACK R-15 Residential, AIA. Subject to ZMA201800006 and its proffers. ACCESS EASEMENT MAGISTERIAL DISTRICT SITE TEXT Rivanna NOTES SOURCE OF TITLE 10 PARKING COUNT DB 5154/753 F-- 1.00, DIMENSION SETBACKS ELEVATION -- -- - GRADING EASEMENT FRONT MINIMUM: 5' from Right of Way FRONT MAXIMUM: 25' from Right of Way - - - - - 10 INDEX CONTOUR SIDE: 5' Minimum 12 INTERVAL CONTOUR 10' Building Separation unless the building shares a common wall REAR: 20' Minimum 5781x SPOT ELEVATION FRONT GARAGE: 18' Minimum from back of Sidewalk 5781XC TOP OF CURB ELEVATION MAXIMUM BUILDING HEIGHT: 45' or 4 stories 5781 TW x TOP OF WALL ELEVATION BUILDING STEPBACK: For each story that begins above 40' in height or for each story above the third story, rY 9� 9 Y Y 5781X W BOTTOM OF WALL ELEVATION whichever is less, the minimum stepback shall be 15' SITE OBJECTS SOURCE OF BOUNDARY AND TOPOGRAPHY RETAINING WALL Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. April 15, 2019. HANDRAIL Verified by Shimp Engineering, PC on March 12, 2020 BUILDING BENCHMARK ROAD -EDGE OF PAVEMENT --------------- ROAD- CENTERLINE Datum for topography is NAVD 88 CG-2 STANDARD 6" CURB FLOODZONE CG-6 STANDARD 6" CURB AND GUTTER According to FEMA Flood Insurance Rate Map, effective date February 4, 2005.(Community Panel 510003C 0145 D) this property CG-12 STANDARD ACCESS RAMP os located with "Zone X" (unshaded). Area of minimal hazard. SIDEWALK RESERVOIR WATERSHED BIKE PARKING This site is within the North Fork Rivanna (below water intake) Watershed. This site is not within a watershed of a public water supply. CROSSWALK HANDICAP ACCESSIBLE AISLE TRASH DISPOSAL AND WATER & SANITARY SERVICES HANDICAP PARKING Each unit shall store trash in toters which shall be located on each lot within a garage or a fenced enclosure. Water and Sanitary Service is provided by Albemarle County Service Authority. MATERIAL ° CONCRETE/PAVEMENT-SIDEWALK STEEP SLOPES OVERLAY DISTRICT RIP -RAP There are managed steep slopes on this site. Locations are shown herein. ASPHALT MATERIALS NOTE W W W W GRASS EC-3 MATTING All curb, gutter, pavement and stone applications, and drainage structures shall be in conformance with VDOT standards and specifications. 000)(061116666 EC-2 MATTING WETLAND GENERAL CONSTRUCTION NOTES TREELINE 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 - x- x x- x- - x- x- x- x- FENCE permit.Where any discrepancies occur the requirements of the permit shall govern. - - - - - - - - STREAM 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. UTILITY 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be UTILITY EASEMENT installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 1 , 1 r UTILITY POLE 5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to 0 0 LIGHT POLE be acheived. 6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is OVERHEAD UTILITY deemed necessary in order to stabilize a drainage channel. SANITARY & SEWER 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. STORM SEWER 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part RD ROOF DRAIN 1926). Oq DRAIN INLET GENERAL WATER & SEWER NOTES DRAINAGE EASEMENT 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying SWM FOREST/ the proper service authority officials at the start of the work. OPEN SPACE EASEMENT 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are T only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. F 1 SANITARY SEWER W. LATERAL 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as O1 SANITARY MANHOLE adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. SANITARY EASEMENT 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). WATER 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. -wLwTw-w- WATER LINE W. SERVICE 7. All water and sewer appurtenances are to be located outside of roadside ditches. o WATER METER 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. ® WATER VALVE 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). FIRE HYDRANT 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. WATER EASEMENT 12. Backflow prevention is required for all connections to the water main. GAS VDOT NOTES ,. GAS LINE VDOT's land development south staff (540-967-3715 or 540-967-3716) shall be notified 48 hours in advance of any anticipated NOTE: road/shoulder closures", "The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at set 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. up and take down to VDOT'S Smart Traffic Center (540-332-9500)", "Copies of all independent testing reports to be submitted to VDOT for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT." "All areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic." And that "Traffic shall be maintained during construction of the tie-in and mill of the adjacent travel lanes." "water lines, sewer lines, etc. crossing future VDOT maintained roads have to be sleeved with ductile iron pipe "two (2) times diameter of the utility line)." And "A video (3 electronic copies to VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be submitted to VDOT for review and approval prior to paving operations. PROFFIT ROAD TOWNHOMES NORTH EXISTING USE Single Family Residential PROPOSED USE R15 Cluster Development with 54 New ±3 Bedroom Townhouses Disturbed Area: 5.60 AC LAND USE SCHEDULE EXISTING Area % Building 953 SF 0.3% Pavement 8630 SF 2.6% Sidewalk 0 SF 0.0% Open Space 321,118 SF 99.7% Total= 330,701 SF (7.59 ac.) PROPOSED Area % Building 46,560 SF 14.0% Pavement 53,749 SF 15.8% Sidewalk 15,276 SF 4.8% Tot. Impervious 114,585 SF 34.6% Open space 216,116 SF 65.4% Total= 330,701 SF (7.59 ac.) PARKING SCHEDULE Required Parking: 2 Spaces x 54 Units, + 1 guest space per 4 units = 122 Spaces Required Provided Parking: Lots 23-30: 2 Spaces in double driveway at least 18' in length. Other Lots: 1 garage space and 1 driveway space at least 18' in length. On -Street Parking: 15 On -street Spaces Provided Total: 2 Spaces x 54 units + 15 On -street = 123 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 Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. LANDSCAPE All areas outside of buildings and pavement within the parcel will be maintained as grass and will be landscaped. The total landscaped area is 44.7% of the site. Street Trees and Preserved Canopy are as shown. LIGHTING All outdoor light fixtures shall not exceed 3000 lumens. No other luminaires are proposed. 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. Buildings or or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact VDOLI for their additional requirements and permits for demolition projects at 540-562-3580 x131. 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 AM PM Daily Use Description ITE Units in out Total in out Total AADT Multifamily Housing (Low -Rise) 220 80 13 33 46 1 32 22 54 564 Total 1 1 46 54 564 Trip generation reflects AM and PM peak hour traffic. Includes all Trips from future max. 80 unit buildout. APPROVED PROFFERS FROM ZMA201800006 The property shall be developed in general accord with the Zoning Map Amendment prepared by Roudabush, Gale & Associates, dated June 18, 2018 revised February 14, 2019 and shall reflect the following major elements as shown and noted on the plans: 1. The internal street network grid and interparcel connections between the subject parcel and TMPs 03200-00-00-03000 and 032AO-02-00-001 130; 2. Right-of-way reservation and associated improvements along Proffit Road; 3. A minimum of 44 total dwelling units shall be developed on the property. 4. A 25' Undisturbed Buffer and an additional 25' Minimally Disturbed Buffer in Block B adjacent to TMP 32A-03-OB-2 and TMP 32A-03-OB-4 as shown on the Conceptual Grading Plan: a. Undisturbed Buffer allows for the removal of brush and/or dead vegetation. b. Minimally Disturbed Buffer allows for minimal grading and/or the removal of brush and/or dead vegetation. 5. Garage Setbacks - Single-family attached and single-family detached units located outside of Block A, Area 1 as shown on Sheet 3 shall be subject to the following: front -loading garages shall be setback a minimum of 3 feet from the front building fapade or front porch. 6. Parking Standards - The following standards shall apply to uses located within Block A Area 1 as shown on Sheet 3 of the plans: a. For single-family attached and single-family detached units -- Front building facades shall face Proffit Road. No individual lot driveways shall enter directly onto Proffit Road; driveways shall be rear -loaded and only enter onto "Road B". Front building facades shall face Proffit Road. b. For multi -family - off-street parking shall be relegated to the side or rear of buildings adjacent to Proffit Road and shall be accessed from the internal road network. If a drop-off/pick-up area is proposed between multifamily buildings and Proffit Road, a limited off-street parking area can be included to accommodate ADA accessible and guest spaces. This limited off-street parking shall be screened by landscaping, permanent structures or other acceptable methods per Section 32.7.9 of the Albemarle County Zoning Ordinance. SUB 2020-00055 TMP 032AO-02-00-00200 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1 °=2000' 785 �°pr, �c o J. Rd Q 1 `Q a 862 6 40 SITE 7115 Pioffit Rd wood g�L ry 830 835 832 1`�a` O� �oodQ 533 834 vel 833 .e o° e� IMAGE PROVIDED BY ALBEMARLE COUNTY GIS SHEET INDEX (15 TOTAL) C1 COVER C2 EX. CONDITIONS C3 SITE LAYOUT C4 UTILITY PLAN C5 GRADING PLAN C6 LANDSCAPE PLAN C7 LANDSCAPING & SITE DETAILS C8 ROAD A & B PLAN C9 ROAD C & D PLAN C10 SITE DETAILS C11 ACSA DETAILS C12 SANITARY SEWER PROFILES C13 STORM PROFILES C14 INTERSECTION SIGHT DISTANCE C15 MOT PLAN HIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 F C U TU T HIIvIP > Lic,. 4513 ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 FILE NO. COVER 19.029 C1 I\ I� \ I I \ T.M. 32-20 \ I CWH PROPERTIES LIMITED PARTNERSHIP \ 48X5 vI �v I I �' D.B. 2309-419 V v A v 485. D.B. 726-273 PLAT 1 ✓ / D.B. 594- 467 PLAT T.M. 32-2OA3 \ / CWH PROPERTIES LIMITED PARTNERSHIP D.B. 2309-419 D.B. 1086-45 PLAT \ D.B. 718-388 PLAT \\\ \ \\ \ \\ I I D.B. 695-28 PLAT V A \ v AV A A I 1 I 0 S� I AV A I I o II �ENSE THE 6 F 5c ) 1 A II I 489.1 I �Q9 65 II ;;ICIv x I I o II I \ I � I s \ 486.9 / i I 73.4 PIPE v vv I li I\ I FOUND v v 534.9 �e.04 / 532.9 IROM x FOUND \- v x- > 486.2 \ \ \ \ \\ \ \\ \ \\\ IRON }; / v v \ v \ A v � � SET CORNER i IN 42" 0 won v v vv �� v �v v �� -- �v vv v� �v \v v / WHITE o //✓ vV / vv V AA\ v \ A �V A A AV v v _ v v v v �� v / OAK �Q7 IRON _ l4Z- SET 516.3 \\ / //l� j v1 \ vvv \\ \\�\�� v 487.4 x x\// /// A v IQ 515.0 / ✓ \ / \\ \ \ \ \\ x v Q/ 496.7 T.M. 32A-2-1B SOUTHERN STATES CHARLOTTESVILLE COOPERATIVE, INC. / / r / vv �� -- _ �� `v �v `v ` — .r vv vv v V �v _ - - - - - D.B. 1961-246, 250 PLAT-- 1 498.9 — � IRON � � � - R p�� F.IUNIL- T.M. 32A-3-B-4 - - - - \ \ �� - - ` AVID AND S AMILY TRUST v V A \ � A � \ � �', � � �- � � .. �p 6UF\� �� / � v D USAN HIETANEN F ------- --- 1 v 65, �.> vFFRV�� A_ � D.B. 5025-360 / �/ A��1 521.3 529.4 _ \ \ V A A � D.B. 699-675 PLAT 516.9 / ��'7.-Rl9 ACRES / ISID)/ / 'IRON SET / I / Albema�re Land v v v v v IRON \ \ \ \ \ / / i/ — _ - - - FOUND IN STUMP _ \ / DevYopment, LLC. v vv v v V v v v / / — - HOLE D.B. 1794-107 / D.B. 439-185 LLAT- < D.B. 5154-//53522.9 / 518. x 5372 537.4 / ✓ / / A V \ v / /� / / T.M. 32A-3-B-2 DANIEL W. GRAY & LENORA GRAY D.B. 1946-78 D.B. 683-590 PLAT / / I DENSE TREES TBR ANK \� 523.2-- i x T.M. 32-30 THE FULL GOSPEL ASSEMBLY OF CHARLOTTESVILLE i D.B. 4957-252 PLAT D. DENSE TREES TBR 524.3 537.0 Io / / D.B.B. 1125-111 �' i� / o / I / /0) 525.1 �' , i / / / x /�CU x / �� / /-- — I 541.4 539.4 _ 525.5 IRON 540.8 / / II gENSE TRREES TBR POLE TBR J �APPROX LOCATION 4u EX U.C. Y & POWER ` �a�'�au POLE TBR / I �I I / A DENSE TREES TBR I - % 53 / j / x 5 N3 0 MAILBO � DENSE TREES TBR_, \ E 5 3 X R oN, 930 - U.C.q - \�=OU REMAIN — PIPE FOUND AD j \ EMEN T - - - - ` _��— 533.3 x \ - -� —44 "W 1 8 MA HIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM p��NLTH 0 rl v JUSTIN M. SHIMP > Lic. No. 45183 �'SSJQVAL ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 FILE NO. 19.029 EXISTING CONDITIONS 40 0 40 80 120 Scale: 1 "=40' C2 DRAINAGE ESMT � TW 508 NEW 0.30 Al SWM BW 500 , TW 512 - FOREST/OPEN \ O BW< SPACE ESMT TW 506 TW 512 R� B -500 BW 506 0� S/O �� NEW SWM TW 506 i qC 3 \ NEW 0.14 AC SWIM FACILITY ESMT g�6 rIMq� 27 F� pF� \ \- FOREST/OPEN SPACE ESMT / Si TW 506 q 8p T TORS Sp �/ Q7 NEW SWIM FACILITY 00 BW 500 2p1 9 T44 �Q • �Q7 < ESMT ALONG BL oo TW 508 O0070p IR `i'l BW 502 .00, 2500 SF 210 LF DISTURBANCE OF INTERMIT \ — / Q j TTENT \ \ , , l / �k MULCHED TW 514 STREAM SUBJECT TO NATIONWIDE 18TW - - BW 515 AREA BW 508 NONREPORTING PERMIT CONDITIONS. 4 TW 508 �_ J TW 523 / BW 502 0 BW 518 BW 508 / INTERMITTENT 0 TW 514 ' ° 524 / / STREAM BEGIN \ "ROAD ENDS" 519 TW 508 AT THIS PONT MUTCD OM4-1 / 3 NEW SW M \ / BW 506 , / FUTURE PHASE 2 / p FACILITY ESMT T NEW 20' PUBLIC �f TYPE 3 BARRICADE \ 29 T / -1 \ \ DRAINAGE ESMT / 6" B RM ROW LAYOUT \\\ MUTCD FIG. 6F-7 ,oxo 0 / 457 STONE) 2 \ / 0 NEW NFACILITY `o 40?,2/ BARRICADE ESMT ALO OW oo �� n/RF 2,T M� 00 \ / ,' TYPE 3 MUTCD FIG. 6F-7 \ CG- y TYPE C - OT IT < / ' i/ a ♦ / / / \ ° "PAVEMENT ENDS" "NO PARKING" \`� S ' / > - ♦ MUTCD W8-3 MUTCD R8-3 Ro �` PT R2S p. R3\ e 40 /� c� ♦ 2S' \ \ 4 \Ro r \ NEW 20' PUB C �� ` / 2�T ' l I SIDEWALK (FOR ROAD B / M/k/k \ / 0j RAINAGE E T \0 10' DOM. 40T i \ �S ! STRE SIGN 62. \ oo :°S' 2 /v I g ♦ STA. 12+50 TO STA. 14+13 ep F OS / 0 C\ 1'OWNHOU PWR. ESMT 3 Oo, ♦ ) -12 / NO . , r� /46 v ♦ WILL BE CONSTRUCTED WITH \ 6F PE C OF � yF RF / . ♦ FUTURE PHASE 2 SITE PLAN. 0 Ag T T/ / �2Q0 , � \ � �'Ek ` w20/ c � � /a$ o= \ f ,� �- 7000 \ Sq SqN` , \\ "NO MUTCDR8 PARKING3 o� stcN ° °` 6F O "NO PARKING"29/ •' \ q� T ✓� `� d / ♦ R p / 4 T MUTCD R8-3 / c> 00- �`r 49 40 Jam' I F &Opp, �. , So, � „Nf�P R1tING" � a�, A� 0 \� ♦ /OTO / ER 0-0, 072xo 2g 00' ♦ F < \ z, s7o o l ♦ OTU �2 A OTS F / VDOT -9B R3o ♦ 1 p<qF S/T� / Br �� / / / \ / • NTRANCE YP� * ♦ N 10' DOM. / "NO PARKING" OPWR. ESMT / ' 00 N ° / �' 3�T / �� p \ oo TYPE R SIGN STREET / ♦ MUTCD R8-3 40T PWR. ESMT , / ` G-12 � \ <OTL?' , 8' DOM. PWR. ESMT 33 < 0 O ' `/ I C ♦ I , SO cy / o00• 4 / r72�6g ♦ ♦ / NEW 10' PUBLIC 40T S1 R SIG °. I I �41*` DRAINAGE ESMT Js <OT "NO PARKING" SOT36 jT i a �� Ilo� ♦ ROAD D STUB (STA. 12+92 TO 13+82) HIM a�sq \ /° ° 0 2 _ I WILL EITHER BE REMOVED WITH ZMA ENGINEERING 4 , /cs° 00' / , Sgv-,1 8' DOM. PWR. ESMT , , 00- i ♦ 2019-00010 APPROVAL, OR WILL BE OT � _ , / � LAND PLANNING -PROJECT MANAGEMENT S2 Co o, / SMT / �Q ?q0 , oy\�♦ CONSTRUCTED WITH FUTURE SITE PLAN. / AOWNHOUSE �V�.) 00, 4Ol' 0 o 2 / , ! o � 0'R,'/� s - I 912 E. HIGH ST. 434.227.5140 SOT �. � 11 a�1� < 3 / i 00 20 � ' 47 R SF / � / ' � p0 / 0T \ ` ♦ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM / ' , ^ STOP I N <OT NEW PJIBLIC , ; , , / PWR. ESMT o "No PARKING" 2q o NOTE: SITE LAYOUT SHOWN PER SST MUTCD R 1 MUTCD R8-3 00' �2 401, DRAINAGE T /, ; ryo ' / �0T ZIVj/� 2019-00010 (APPROVAL PENDING) 0T,200 6 40 401, oo / T PROPOSED ROAD NAMES: ` oo cc- 700 A / ° Q� o 4 0 TYPE ° / 10' DOM. p <0T , �29 �� ,� /' 7ST ROAD A: ZELKOVA DRIVE \ ? S CON 7p0 PWR. ESMT 39 i %' i�� /, \ ROAD B: CORNER OAK DRIVE RD �\ "NO PARKING"° Ixs cc-12 tea. c / T / m �_ < ROAD C: HALL OF OAKS LANE �RD o o° MUTCD R8-3 6 c ET SIGN o��k° / , 3160 o= p ��'o 71 ROAD D: FLAT BRANCH LANE T[.T T IMP> \ LOT ,000. \ $USE 8' 45183 56 l� f �' Rao FTB c /a � � I 1 LO S�gf4q "NO PARKING TRANCE (TYP.) i °I , 40 \ S,T T PC11 / 'q l ,ps7o P�UU c L� Rio' /3 T TOWNHO SE (TYP.) i 204. pp, 10 Fly �/ O NO PARKING" OP MUTCD R8-3 / /, . ° �� 0 2 00 / \ SOT �2 SPA EN LOT �/�'° /Q VDOT`C -9B 00, i o °a/ �/ i 72 00, CE 58 / �� o /V LOT / . ENTRANCE � .) TYPE C R2S / _ 30' DOM. 10' DOM. 20' o �l ® �n i l i o' Qj o STREET o ti _ - - PWR. ESMT PWR. ESMT , Q o �; CQT l &84- 72 SIGN �' �' /� SOT ROAD PLANS FOR _ LOT `, I O �l a 2 p/v \ ` a 1p.Oo' CG-12 x0o ,' 59 r� toT ,� FMB PEG ' ' PROFFIT ROAD DOT G-9B 20. U �8/1€�8klf� / USPS MAIL 0p for R OW H Fa P}� �8qg� uv ° CoNC ��! - ENTR CE ( ) ,CLUSTERS ON 0' ' / TOWN HOM ES SloflyA _ �m R .0' i CONC. PAD 2 , 10' DOM. STOP SIGN 1 �, I i o €� LK. �® O RF LOT PWR. ESMT MUTCD R1-1, 2 .0 ;' ' <OI � \ �o � STOP SIGN 24. o c, �5 SIGN �1UTCD R2-1q S 5 / , �00 70 6Fv, NEW POLE "--8# qQ R1-1 -12 L'tLO PAR "MUTCD R8-3/ FTBq "NO PARKING" , O NORTH / ^ 0.46 ACRE ROW rr�4 E CE NEW POLE �p / CN 6 T MUTCD R8-3 �/ . o DEDICATION_ / ALBEMARLE COUNTY, VIRGINIA EX. OH bra � 8gfi P EN l � i � ` ' <Q%' TO REMAIN rn 48.0 ' o R25.0' 8qg R25.0'- CQT 0Q ^ /, 9 / ° / SUBMISSION: - ° 2020 03 23 STREo SIG1' oHu` a�u`IDE'I,ygEK �� RO/yr l 00 00 ' / �O o ^ aiu` �� SACK h / ^O� / �"NO PA♦7KING" T CWU , o o� 8 Ll REVISION: EX. POLE\ - 1O MAKE _ aiu`0Hu /, \ o \ ,�y��{}p(�p�q�p�� QUARf 64 r ` 48. 00' N aiu ` w{U off Q�� cV / i \ ��K`i9'.'rJ°I' :'Ll'l' o QpEN 5 T�MOUBRY IN _ �� u Wiu_ CQNC. SIB SPgCE C o 0"%u EWALK a s ��@ W 10PUBLIC / WP-2 MIL °"u�oHu oRAINAGE ESMT ENTRANCE FOR OVERLAY()HU PROFFIT RD 'Y70 R7�0' EX. CHU a�u CMfu TOWNHOMES _ •0 ONu_ SOUTH PER � !--,, STEEL TO REMAIN ww�a�u_ $, SDP201900064 BOLLARDS 0.46 ACRE ROW°" IL 4 C10 DEDICATIQ�1—°"� EX. OHU To OW, F r,;I F FILE NO. RU oHo °`� T & T EMAIN 19.029 - JOHU ow - - - - SITE LAYOUT J� 30 0 30 60 90 Scale: 1 "=30' DRAINAGE ESMT of ! m \ \ 10 LF CLASS Al - z El \ RIP -RAP OVER -+ o MIRAFI 140N FABRIC NEW 0.30 AC SWM E2 / FOREST/OPEN SPACE ESMT 20 LF CLASS 1 E3 \ RIP -RAP OVER 3 RFS l MIRAFI 140N FABRIC o� , ISO NEEDED FIRE FLOW DATA: / SWM Mqk 4C 32 TOWNHOMES ARE CONSTRUCTION TYPE V—B NEW 0.14 AC SWM / FACILITY ESMT F1 (�q 27 Op -q� / FOREST/OPEN Z BOF&T \� sA�2 WITH 2400 SF MAX FLOOR AREA PER UNIT. SPACE ESMT J // �/ 4 2 TOT F q°F ISO NEEDED FIRE FLOW = 1500 GPM NEW SWM FACILITY /% �o a_ °7'goq<) °Ts AVAILABLE FIRE FLOW = 2247 GPM ESMT ALONG BL / o = " 0070'04 / Q� 61 210 LF DISTURBANCE OF INTERMITTENT 4 / o / STREAM SUBJECT TO NATIONWIDE 18 INV I NONREPORTING PERMIT CONDITIONS. \=513.20 258 LF NEW � 2 36" PP CULVERT 0 / 80' N Z806: #1001 O / INTERMITTENT Q -1008 RENCH DRAINS. FSET FROM W LL \ ^ STREAM BEGINS / 3 AT THIS POINT � ° NEW SWM FACILITY ESMT NEW 20' PUBLIC vT \ pp STo T \ DRAINAGE ESMT / 29 4 401, / / 5 LF CLASS 1 / 28 B2 RIP -RAP OVER / NEW SWM FACILITY \ / 4OT 18"x1 , MIRAFI 140N FABRIC A3 ESMT ALONG ROW SERTATEE INV OUT 8 p� S � • O ua, �. / TO TO , / �S1 FH \ \ - 26 / 12" HDPE /S' ♦ / / R° �`\ �oST \ / ZS T �' ° 3 Pp S!ORM B�4 F2 \ 8x8x6 �� \u 4" SAN. � ' // ♦ \ 2 \ T.M. 32A-2-1B ° 3 2 O v I SIDEWALK (FOR ROAD B, S' \ <OT \ NEW 20TE BL w� ° �.\ 8 % \u�AT' �TYP.) T i/ l • ° � ♦ MN/ti1q� / � SOUTHERN STATES CHARLOTTESVILLE COOPERATIVE, INC. �O\' INA ESMT \w °Psi\° �'�s /� / D.B. 1961-246, 250 PLAT �S ! 4 °�\ qs �\ \`� / PWR. ESMT 23T/°" COSTA. 12+50 TO STA. 14+13) 3 oT w°AS\ / / �, ♦ WILL BE CONSTRUCTED WITH \ FR OReFO / �O / D-1 \w \w op ��sC\cq g NFL / ,�� a ��/ ♦ FUTURE PHASE 2 SITE PLAN. MA ky\ NF S9 S\ ' � ♦ ENO /STOReF \ / T . M <OT � � Q /_ `� ��, gOAs\ ♦ O DAVID AND SUSAf D. B. E�V T <O / +C T�`cq \ h < A 10' DOM 16 PWR. ESMT 8ICAP OR _ <OT , �,/ / < / oq, / \ 3� °as / tTUR WL / h 19 � � �y / / OT / � c Oe 8x6 -4 r / / �' 32 10' DOM. / `Pou ` �/ qs. VDOT � TE �T g�1 �i �o=y/ i 40, PWR. ESMT \ I\w /� CD-2/ FH! 8' DOM. PWR. ESMT \ Q 3 ♦ ♦ ♦� RO \RO �� /° 3 LAT.(N/� / 401, , y T ♦ ♦``, RD si / a / / 401, i �'� ♦ v \ � OT RO /* o / . S / \ 36 ' ♦ S7 A �/c '' / 114 6 / / 4;,' 0T / �° B5 y Q u ♦ ♦ 2� ♦ \c �' /'� 8' DOM. PWR. ESMT ,',' 5 ; ♦ m S2T \ ° \/ �o�Py i �\ SM / \ // /f. S�ApS R / i od' i .`off ♦ �s 00PPER / SERVICE TO \� \ <OT aa' / / �/ / / / 4 �T WM (TYP.) o� S3 / A6 //� \ / OT \ 4 / 4OT / NEW P LIC / / ~,� /' PWR. ESMT SOT i/ i / / 1 < 12 DRAINAGV T ; off' /i / yj 40/. 4"/COP P R 4 OT / \/ // 76 / � RVI TO �/ 4 \ <OT , �: 5" (TYP / OT i i �' 8x8 w/ h °qS �° /a ` °° i� T l TEE V�OT C P/ \w �\ 10' DOM. <OT�Q S � / � L qs\ cqs / /PWR. ESMT' RD �\ i °� \ �H iL <oT PQh r RD3.n O T 4" SAN. / 2 °qs i o=Q O Q / i i o 56 LAT. (TYP.) i TEE ° / ry 8" � /� ° • � � -it A I c> \ \\ i IS \\ u \ \ i / ° / Lor \� 3 3�s\04 DO FHA OPEN Q , SPACE S 58T '' .' 3 ° SOT S. \ \°qs B6 / 8XV4� 30' DOM. 10' DOM. / Q ° / 7 N o N �\ °, TEE PWR. ESMT PWR. ESMT 33 Q �° LOT • , l Csq ° l w °,S\ / ��/\ /,' 4 LOT \�, ap © �/ 2 p \ �wQ� V Q/ / '�\,\ 77 / 59 ' '� 3/0 �' L O T \ �8q€�8rlfi� � IV- RD \RD ' �°' � i l IN�I , 3 �OT B7 �\RD 90' , 8x1€.gl�f�� 10' DOM. C� EL NEW POWER LOT PWR. ESMT / T ti NEW P OLE �� Bq€� i DUIT/ 5 ° ELEC. M / qf; 8q€�3 '° NEW POLE OPEN / / 6T 401, O EX. OH 8q€� SP � 0)- /i T / T 9 TO REMAIN r NEW 10' PUBLIC DRAINAGE ESMT ROAD D STUB (STA. 12+92 TO 13+82 WILL EITHER BE REMOVED WITH ZMA 2019-00010 APPROVAL, OR WILL BE CONSTRUCTED WITH FUTURE SITE PLAN T.M. 32-30 THE FULL GOSPEL ASSEMBLY OF CHARLOTTESVILLE D.B. 4957-252 PLAT D.B. 1125-111 D.B. 972-447 PLAT aiu _ CHU CHU 1 d EX. POLE I �0"u�au a a��, • / 13 1° HDPE OFFSITE SEWER PER 8 DIP WL 8x8 u` u U. -529.40/ DITCH 2A °� OP SDP201900064 TS&V �a♦u °/ ° V.=529.00 _ Sp CE EN q RELOCATED � o a,uo au . ° ° ° ° __ _ _ C ECOMM C{ P` C o o"u� Y° � � �I W 10' PUBLIC L °Nb�w,u____ I—RAINAGE ESMT �) ° I _emu � � CLASS ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U T[.T T imp > LAC. 45183 1 vAr AV ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 EX. CHU IP-RAT '' )V€R0Hu TO REMAIN MIRAFI 140N FABIR_1C1_0"u__CNu - ___0Hu EX. CHU TO CIO) i OHU FILE NO. REMAIN a�°M° T&T _ _ 19.029 UTILITY PLAN 30 0 30 60 90 Scale: 1 "=30' C4 0 0 0 TW 508 BW 500 T ail B Bw TW 506 W 512 8 W 500 B 506 TW 5 — I /\ ��/ / 496 TW506 C LBW 500 0 9C \ 210 LF DISTURBANCE OF INTERMITTENT B TW b 5 TW _1RM'STREAM SUBJECT TO NATIONWIDE 18 8 Y6 NONREPORTING PERMIT CONDITIONS. 508 BW b 18 524 ERM117QNT EAM�E �1 NS Ivy juo 00, 02 6zo F 06 < 76, -d7( 2 'zz '11 1\ " I \\ "5� 1� 7� GPI' SIDEWALK (FOR ROAD B, C) 51 STA. 12+50 TO STA. 14+13) 6 WILL LJL CONSTRUCTED WITH 25' FU TURE PHASE 2 SITE PLA N.. A)�_' Zz�s % 571:'\ -- I - I 6) /A Br '4S ouGVX % 2W 4v*, 1\7 / / R° I�R°\ U\//' j� /� J� S9 \\ \ 446 00 x HIM —ROAD D STUB (STA. 12+92 TO 13+82) y7' 16,11 sag 2580 WILL EITHER BE REMOVED WITH ZMA ENGINEERING J 2019-00010 APPROVAL, OR WILL BE LAND PLANNING -PROJECT MANAGEMENT / / // / FF� / �J� /\ yA A S28 ,'\ r°\, I I ,' o�, 26 —CONSTRUCTED WITH FUTURE SITE PLAN. 4% _p 912 E. HIGH ST. 434.227.5140 0 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SJ & yr, `� \46 o _ / l / / �/\ / R° J� / / /\ YQ) imp > Lic. 45183 J 1 ,`.'� // / / / ' n �` �'/ n UGU \` \\ Oq GAS I\ I \UU \ Jd/ °/ , Q ul 5 14 _j _ _ �s3s / J , o bm % FFE,s , , \ Gp ` ° • l \\J/ �qS\i �� ; : , ` i / ^ - / - ROAD PLANS FOR 0 0 OJ 140 l\ 1\2 7 PROFFIT ROAD cb --- TOWNHOMES cu Gu NEW P_OLL Enftzz� NORTH X' aHb Z�__ ' L IEW POLE 34 '*7 ALBEMARLE COUNTY, VIRGINIA EX. OH TO REMAIN _S34 SUBMISSION: 1 C L 0hu 0HO 314 13/4 2020.03.23 _50 REVISION: oHu 2020-06-03 / ,T, '� ��\,�� Q� \ I % (*fu __ - - / X. POLE 96 / / 30 1) OH 29 014U F-E- 0 0 ollu r (uj 30 u EX. OHU� CWU TO REMAIN oHu ONU Gu) EX. OHU TO LX. DOLE v FILE NO. REMAIN 0"o T&T MARKER 19.029 OkVj wo GRADING PLAN 30 0 30 60 90 Scale: 1"=30' C 5 INTERIOR STREET TREE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Caliper Quantity Height(ft) in 10 Yrs SF Canopy SF • Large Deciduous Tree Fraxinus pennsylvanica & cvs. Green Ash 15' 6 35 604 3624 ,.. Large Deciduous Tree Quercus shumardii Shumard Oak 1.5" 12 31 329 3948 Large Deciduous Tree Quercus bicolor Swamp White Oak 1.5" 16 31 299 4784 Large Deciduous Tree Zelkova serrata "Village Green" "Village Green" Zelkova 1.5" 16 31 452 7232 TOTAL: 50 TOTAL SF: 19588 PROFFIT RD STREET TREE SCHEC Plant Symbol Planting Type Botanical Name Common Name Calipe • Medium Deciduous Tree Koelreuteria paniculata Goldenraintree 1.5" TOTAI SHADE TREE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Calipe • Large Deciduous Tree Platanus occidentalis American Planetree 1.5" TOTAI NOTES: 1. CONTRACTOR TO APPLY 4' DIAMETER OF 3" MULCH BEDDING MULCH BEDDING AROUND ALL PROPOSED TREES AND ALL OTHER LANDSCAPED AREAS SHALL BE SODDED. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEI, TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE HEALTH OF THE PLANT. 3. CALIPER OF TREE MUST BE MEASURED 6" ABOVE THE GROUND WHEN PLANTED. 4. TREES WITHIN THE SIGHT DISTANCE EASEMENTS SHALL BE LIMBED UP TO 8' ABOVE THE GROUND. 5. ALL NEW PLANTING SHOWN ON THE PLAN WILL BE COMPLETED AFTER BUILDING AND ROAD CONSTRUCTION TO AVOIE PLANTING DAMAGE. 6. ALL DISTURBED SLOPES 3:1 OR STEEPER TO HAVE LOW MAINTENANCE GROUND COVER. 7. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL APPROVED LANDSCAPE PLAN. 8. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE (MARKED WITH AN "S") WILL NEED MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACcnKAKAnnATF PFnFCTRIANC LANDSCAPING NOTES: TREE CANOPY REQUIREMENT (SEC 32.7.9.8): 20% FOR RESIDENTIAL DENSITY AT 10 DWELLING UNITS PER ACRE OR LESS. 7.59 ACRES x 0.20 = 1.52 AC CANOPY REQUIRED PROVIDED: 0.80 AC OF PRESERVED WOODED AREA. WOODED AREA IS MOSTLY MATURE DECIDUOUS FOREST BONUS CANOPY OF 25% (32.7.9.8—e-2): 0.50 X 1.25 = 0.63 AC +15036 SF SHADE TREE CANOPY PROVIDED = 0.35 AC +19588 SF INTERIOR STREETSCAPE CANOPY PROVIDED = 0.45 AC +4180 SF PROFFIT RD STREETSCAPE PROVIDED = 0.10 AC TOTAL = 1.53 AC CANOPY PROVIDED INTERIOR STREETSCAPE REQUIREMENT (SEC 32.7.9.5): 1 LARGE SHADE TREE PER 50' OF NEW ROAD FRONTAGE (ON BOTH SIDES OF ROAD): LENGTH ALONG ROAD: 360 + 280 + 190 + 410 = 1240 LF (1240 LF x 2) / 50 = 50 LARGE STREET TREES REQUIRED 50 LARGE STREET TREES PROVIDED PROFFIT RD STREETSCAPE REQUIREMENT (SEC 32.7.9.5): 1 MEDIUM SHADE TREE PER 40' OF PROFFIT ROAD FRONTAGE: LENGTH ALONG ROAD: 500 LF 500 / 40 = 12 MEDIUM STREET TREES REQUIRED 11 MEDIUM STREET TREES PROVIDED LOW MAINTENANCE GROUND COVER: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) For slopes steeper than 3:1 grade, Mix the following seeds at 30 Ibs/acre each, along with EC-2 Matting (Total application rate of 150 lb/acre): Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoporium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghastrum nutans). ERIN 32 CT MANAGEMENT 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM HIIvIP > N . 45183 a T ROAD OMES IUNTY, VIRGINIA FILE NO. LANDSCAPE PLAN 19.029 40 0 40 80 120 Scale: 1 "=40' SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQU IV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. CL 3x ROOTBALL DIAMETER 1 � TREE PLANTING DETAIL C] Not To Scale FINISHED GRADE EXISTING GRADE SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. CL i i ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. r SLOPE AND ROUGHEN SIDES OF I LOOSENED SOIL. ►3x WIDEST DIMENSION OF ROOT BALL ORIGINAL GRADE EXISTING SOIL TREE ON SLOPE ( 25% (4:1) to 50% (2:1 Not To Scale PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING 2x ROOTBALL DIAMETER SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE -SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE 3' DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. SHRUB PLANTING DETAIL Not To Scale EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE F t- EXPANSION JOINT — C �_, %y WIDTH OF ENTRANCE ct' EXPANSION JOINT 0 - O" A W U Jq1 z & J F- w E W w} N U ,v U CURB INCLUDED IN cwi m ENTRANCE GUTTER r Z w j N O W W FLOW LINE z W a, oW x EXPANSION JOINT ENTRANCE WIDTH DESIRABLE MNIMUM 16' p D ABSOLUTE MINIMUM 12' 3 EDGE OF PAVEMENT HALF PLAN C CG-9B WIDTH OF ENTRANCE LIMITS OF PED. ACCESS ROUTE ® o LIMITS OF PED. ACCESS ROUTE UNPAVED SPACE NON -TRAVERSABLE un SLOPE UNPAVED SPACE PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT-OF-WAY IS RE IRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING OR PROPOSED VDOT RIGHT -OF WAY. T-O"J ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ' UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT 000000 : o PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND ED BY PEDESTRIANS.S CENT SECTION F-F MINIMUM WIDTH SHOULD 6'\ TOBACK OF CURB, IF PEDESTRIAN ACCESS ROUTES ® ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2% CROSS SLOPE. {.==.� WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7,THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 000�o�o�o� •o PARABOLIC SECTION E-E PAV SIDEWALK CURVE SPACE NORMAL GUTTER ® ® _ _ — — — — ----------- — c.^ , p, c. �• ° q *0% TO 10% CHANGE op o00 040 �� 04o CLASS A3 (H.E.S.) CONC. �• • fi" AGGR. BASE TYPE I SIZE 218 • �. • �• • •p 12% MAX. SLOPE 5'-0" ® POINT OF GRADE CHANGE • p- • �. • ti. FOR CURB AND GUTTER ONLY CIE o0 09 0 o 00 0 FOR SIDEWALK CURB AND GUTTER X x 12 Y• MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY SECTION D-D x x X 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND SECTION C-C 8 Y• MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SPECIFICATION NVDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 (FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 01113 203.02 C441r y ipgAll:wmadr C"l9l t-valilisn V10 d,1m! 1W - To be pIW.ed *A 1,Imidsirdpe Rlxnt III 1;0dNNk Dfil 111= -a 1 I-VA7 Err rnmWric w;w6firviliOrni l ,(��IEIIiawIn�1141arrti �hri,11 � �it;ilLLrl� trill the eLIW�t Trccu ai Lest_avcd- 1 imi[e &%r, I=?i119 I oms,1114 dnplmv ufrmc ° ICE be vc.! 1, r4%Lill4rl Ur1L.' l}'nos l It+L7 yae (mejgj I ra-L, cis"RftTc"ring �mr %erly w walN I1r v=. ckinz mr Imip nE bevanr9 r lc liar 1Li L� �i r �IyrliaAel� !� .�.s1 ,Irra Iil li;.g,ry4�'�l ;11�1� Ire 119�7r.ktl.! �°III �eLlii nr rrld,+erlit Lil rl Il�i�h�l �:�rla• ai��l� L�� t�iu�tltL�II! u�1ttlllall� �`'+.!y Ll4r�.L111t ,IILL`I bt�JL"I 1•I IGII •l flll� 1re� SP.n lr'I(I[1'� hil9 GL'L'7l rns�llea.i amLf 9p�I r19VLL'�iL� d �Lra B.[J 63 �IetE(IC. � I�rF-��+telekLF91e �'IFuI�rrLnitar: Il iitC ®rc2-rnllricirs ■n1d Qrurcceion mew-ji mm -gILaL bc m—icwtil vehh lne caurnr m-un Fit, a, E+ivIpubcrmt 0p€raldao "d Stura 10-�'.'r C•:I!.SiVIXILIII, 4L:hi,ILI5iL I Ialiii, j-- id lilh a;-=° 1,; ti-i;11r.Io Uwmm 111m11�•� d I414141Y,� loll Ilknll n4m be pCmIIxIKd WhIlin Oil'; dil plirlrs o I �r. -;ilk F I Aul i 2lil! r rd'1►1 fool" 1lteii llll)IRI I1 rL,Ir sP { ��il:ll I'k#�* �Ilrl I Itlli ai9<.c��Irl�' ri!ILt� I! �- �7 FIB •iu��P 1%; L3 Ldl� fth; I11.!f Trail Ikilhlill 159 to Ciiif dk &A0 Mr Lit rn3er% ihi he •%m4e17 T Milk N-1AiLCrw5-_ I "KIL nuinini' Ahill rood 1 c clm d u°i1111n l6h ? l o lbz ftpkllrie or t %I • +• rr. 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LANDSCAPING & SITE DETAILS 19.029 C7 --- _ ` nI)ZE 22 2.1 co 3 SLOPEg � SLOPES WITH - �_ 6r y� J�, I s V \ s F MIX 26 o v T I _ - NNE � � -- I �-- 1 I I - --- --_ --- I 24 A3 AlAl ------- /- - -- 5 0 `1 �ltY OH OHE (TIE_ (JO O _�Wl1 Q _ �01 CD IF 410 - �O- �0O- I O C)O/CO Ca �I O�) CP �-- - pA c� 1 cso I� -Tl�Gc�v \ �I ol� ` 0 0 / o l -rau GL' �^' UGU U U W - U UhYI U UW UGU - Uql UGU U UGU U GU GU \ '9 _ G o ti- _ ® \ uru t ---.I UGU UGU 71 NC> SIpEWALK'- 5; \CGNC.- S"IDEW -- 1 I W g � -- I A5 \ B1 ry w w w w W 8" DI W <^ w s 6 W\ NC. Sd, o - T2+ 0 N 1 s+00 , \ c� \ \, __A +- 1; Lp_ o ROADS- \�0 y x . W w O GAS +XiSiASO GAS G GA S cjh6 /� GAS- GAS GAS GAS G1�5 ASS ��,- -- G \ C W I - I - - - �-'� GAS 7 + I (6)1 ON TREI 7 SPACIN ES W t�"�cns�`A o A6 V A \ g I I I I �� p0 N \'� `A',GAS, o �� • ' �� , ONC_°SIDE �'- -- a __ _ \5' OONC_ I`D W L A4 o ii I� - I _ o p I h I I I F °/ UUGUUOU-UW-UGU-UGU UW UW-UGU-U U UW ' f •� / C - ---------------------- ---- -- --- A - 2 .00� � I / L I CQ y C•' sd��0 020 Ln� p G -ol I 12w °° 0 0 1V�\0� $ �g�� -vo Hof 1.-1 le. N vI A !I 540 535 530 525 520 515 510 505 500 495 490 Ih 00 00 N 48 545 540 535 530 525 520 515 "A+00 CD CD D 0 O M O p m + M + M o Ln o (n Qw 30 0 30 60 90 Scale: 1 `30' 545 co LIJ N LMJ - - >> PVI 1 rt)0 PVI 1 1 Q• -"RADE - 26.65 1 .38K- ai - -_-- - - COVER = m - (n ROAD A 54' PUBLIC ROW 25 MPH DESIGN SPEED -400-L-F8" � , I 1 ITI CT TO A4A IAA --- -- - -- 4 �CH-40 PVC NC (()ATCn 1� ��ND-Ftfirr 32 IP -� P - �I AADT=586 - -- 1"=30' HORIZONTAL 'CROS I N G r=10' VERTICAL CROSSING TOR �.M rn.10 CO':CI Ln i1" 00 L,) Ln L`�'0 A Ln Ln N r_ CC L0 Ln In M O - � Ln LO 00 CO c0 C4 �.� ,y-.. L0 iiD, co «J M.n n (n W) Ln 10+50 11+00 11+50 12+00 12+50 ROAD A PROFILE C$ SCALE: VERT: 1"=10' HORIZ: 1"=30' 13+00 13+50 30 0 / • C) = 540 535 530 525 520 515 d ri Ln ++N N M Ln Q ¢ w _PVI STA. . --------- ----- ------- --Zn --- - - 202% --- ------ - - --------- - o M + 92�1aSD RM�T MR -LIE 12.14K-Val a w W ,S� VEXI@RIOZ r ------- - o I- (n MIN. 95% \7_0 LV qNUFITY, COMPACTED FILL L`� ING PE PEE 0 0 `� X' A 0 V 7 7 7 7 7 7 0 7 7 7'7 V ROADB PUBLIC ROW �'-��cOSNG`7777� 7�7��'7'7��Z=7 0 54' 25 MPH DESIGN SPEED AADT=586 --�n V V V V V -V-7 V 7 V V V V V V V V V V V V V V V V V V V TOOMM CFOSSING 1'=30' HORIZONTAL 1'=10' VERTICAL MIN. 957.V V V V V V V V COMPACTED FILL V V T� O cV CC O Ln Ln N L!i Ln 2 n n N rn N 4 of CV rn IN 0) 3 2 � In � pp co O 1C>t cV O O Ln 02 r-N 19 Cl N "A 1!i Ln W) In - � n Cn � CD Mp o I� vi N N IEi Ln Ln In N .- G 540 535 530 525 520 515 510 505 500 GENERAL CONSTRVCTION NOTES FOR PUBLIC ROADS 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (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. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296 5861) 48 hours in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized seeded and mulched. The maximum allowable sloe is 2:1 horizontal: vertical). Where reasonably obtainable lesserslopes es of 4:1 or P P ( ) Y P better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by VDOT. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. The contractor shall field verify the length of all storm drainage pipe. 8. Guardrail locations area approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail maybe required PP 99 Y 9 at locations not shown when, in the opinion of VDOT, the Director of Engineering, or the Director's designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A,B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VDOT, the Director of Engineering, or the Director's designee, it is deemed necessary. 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on all residential subdivision streets. Additional clear zone maybe required depending on the category of road design. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. The cross slope shall be maintained as shown on the plans. Exceptions will not be allowed. 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and installed by the developer prior to acceptance Signs and their installation shall conform to "Albemarle County Road Naming and Property Numbering Ordinance and Manual" and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs are shown on the plans. The developer shall be responsible for maintenance of the signs until the roads have been accepted into the state secondary road system. The speed limits to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The speed limit is to be posted 5mph below the design speed. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. 17. Use VDOT standard CD-1 or CD-2 underdrains under the subbase material at all cut and fill transitions and grade sag points. 18. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT and/or County inspector present. In addition, if high -density polyethylene (HDPE) pipe or pipe system is installed, the contractor and a representative from the pipe manufacturer should hold a preconstruction meeting for installation training. The pipe manufacturer should spend a minimum of two hours on the job site during the initial pipe installation. CO-1 I Ew-tt ;T-OF CUT ppy LIMITS FOR (TYPICL) CaADE OUTLETPIPE T4` PAVEMENT BEGIN WIH 45SUBBASE INE ELBOWFILLF PAVEMENT / COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION TRAVEL LANES 5�y (WITH TYPE 1 SELECT MATERIAIJ - s{- TRENCH PLACEMENT EDGE OF PAVEMENT PAY LIMITS FOR OUTLET PIPE TO HOULDER LIME OFBEGINWITH �- SUBBASE WITH 45- - PAVEMENT SURFACE & BASE TOE OF FLL o � o _tt -o o-o- -SELECT MATERIAL TYPE ZOR. Sit, (TYPICAL) " '•• 057 AGGREGATE, N8 AGGREGATE OR CRUSHED GLASS MEETING 08 GRADATION REQUIREMENTS. PLAN VIEW GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAN) OR - PAVEMENT SURFACE & BASE .E- SUBBASE OR CEMENT STABILIZED SUBBASE o ° o ° F- SELECT MATERIAL TYPE I OR SUBGRADE (CEMENT OR LINE STABILIZED) • " -,• o N57 AGGREGATE. 08 AGGREGATE OR CRUSHED DR CLASS MEETING p8 GRADATION REQUIREMENTS. GENERAL NOTES 1. UNLESS SPECIFICALLY INDICATED, COMBINATION INDERDRAN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. SH�BE LBEGIN THE EDGE THE PACED ON A GRADE PARALLEL TOTHE SHOULDER S E PAVEMENT X DESIRABLE) GRADE. 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UN)ERDRAINS. THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS. TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 8. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MNIMUA OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. M WALL THO(NESS (MIN) - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. N:iN N: TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. B. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. XV=r SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD COMBINATION UNDERDRAIN REFERENCE SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108-04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 LIMITS OF PAY FOR PAVEMENT OUTLET PPE SLBBA9E TOP OF CUT' UBGRADE Ely' - TOE OF FILL FILL COAIBNATION UHDERDRAN 'I' �, (,aT SINRILDER LINE LWE I EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS I' 90" TRAVEL LANES CENTER LINE SECTION i--€--�i-------�-- - (WIH TYPE 1 SELECT MATERIAL) I, M EDGE OF PAVEMENT VT TRENCH PLACEMENT SHOULDER LINE AL)►i•)+I TOE OF ELL F PAVEMENT SURFACE & BASE / 0 0 0 o SUBBASE OUTLET OF PAY FOR OUTLET PIPE -SELECT MATERIAL TYPE I ORI PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN N57 AGGREGATE. 08 AGGREGATE OR CRUSHED GLASS MEETING N8 GRADATION REQUIREMENTS. oDRR XTILE NON -PERFORATED OUTLET PIPE FA9DC OR E-PAVEMENT SURFACE & BASE SUBBASE OR CEMENT STABILIZED SUBBASE t-SELECT MATERIAL TYPEI OR SUBGRADE )f 'WALL THICIOIESS (MIN)- INCHES -o-o-o off' oo o°oo (CEMENT OR LIME STABILIZED) *3FXTESTED ACCORDING TO ASTM D-2412 AT 5XDEFLECTION. M57 AGGREGATE, N8 AGGREGATE OR CRUSHED GEOTEXTILE I , ,, I GLASS MEETING NB GRADATION REQUIREMENTS. FFAABRRIC E FBI GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PPE SHALL BEGIN AT THE EDGE OF HE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO HE SHOULDER SLOPE 2 X MIN.(3% DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE R IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 INLETS OR MANHOLES. SIZE`ENO. 210 U1"MIN. DEPTH) MATERIAL YPE 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. NVERT ELEVATION AT OUTLET ENO OF OUTLET PIPE TO BE A MINIMUM OF 1'-0' ABOVE NVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT B. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY UNITS FOR OUTLET PPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION XVDOT REFERENCE STANDARD COMBINATION UNDERDRAIN ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION U8.05 CRUSHING STRENGTH TYPE OF WE 1-W.T. 4" MOM. DIAMETER INW.T• 8" MOM. UMIETER SMOOTH WALL PVC d03 0.163 SMOOTH WALL PE 70 PSI 3f 34M 70 PSI iE3Eif TYPE OF PIPE CRUSHING STRENGTH * W.T. 4" MOM. DWETER * W.T. 6" MOM- DIAMETER SMOOH WALL PVC .103 0.163 SMOOTH WAIL PE 70 P51 NMIN 70 PSI j(1(3f VDOT CD-1 & CD-2 DETAILS Not To Scale HIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 01F C U TU T HIIvIP > Lic, .45183 g V ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 FILE NO. 495 ROAD A & B PLAN 490 14+5085 19.029 1+00 10+50 11+00 11+50 12+00 12+50 ROAD B PROFILE SCALE: VERT: 1"=10' HORIZ: 1"=30' 13+00 13+50 14+00 I I / I, \ I \ I 1 I I I I ' I I I I I I I I I I I I / I I I I / I / I , W vJi p � � RD _�lI — RD � T� \ RD � RD RD �— — t I CN o 5� I - -_/ / LOT / I /I / I 52/ = 1 / , 18_ LdT 53 I /� / LOT / /54 I I s 3 / LOT is 55 RD �— D RD �- -� 2 -7 / �Oj 56 -T . 1 535 530 525 520 515 510 505 500 rn 49 545 540P 535 530 525 520 n M 51 ROAD C 49 F'UbLIU KUW N - - d - 25 MPH DESIGN + SPEED oL - o - I C �`O -� J AADT=586 Ln W69 1"=30' HORIZONTAL i 0- � X. GRADE o- � 57 e3 a 1'=10' VERTICAL 0- a_ a_ — PVI STA-TO+81:70 VI STA. +1 L 00 50.00VC rvi PVI EL V. 529.05 V EL V. 530.50 156.74SD 5.00 C— —5.00 C— DOT CD-2 V 9.91K-Val VDOT CD- 7 - D 74.36 D \ .79 1.0 K Val PVC CREST ELEV.531.93 MIN. 13.5' �SCH-40 PVCwN �4'�'SCH-40 COVER \ N 2.53% -- SAG STA.10+11.77 - ---- ----- ° SAG ELEV. TAR -LINED, S & STA.12+08.24 G ELEV.529.08 220 LF 8" INTERIOR CEMENT MO A EXTERIOR ZINC COA ED CLASS 52 11P VALVES AND FITTINGS PER WATERLINE PLAN STORM CROSSING N nn OIp�p rnN pnp t9 � CD M to c^�l N L �� \n� 1+00 10+50 11+00 11+50 ROAD C PROFILE C9 SCALE: VERT: 1"=10' HORIZ: 1"=30' 12+00 545 540 535 530 525 520 12+�15 1 1 30 61 91 1 / -\C) kC�2 — — S� P• ��E �Fz m / s / / / / 30 0 30 60 90 Scale' 1 "=30' 0 0 CD r7 CD p cD t7 cp N 6 Cp CO +� CO +T) o------ - Cd� �� N �j � J co W HJ I (n W 11 1 � I U > U � PIVIrtLEV 526�0 cn W w Q v~i LJ o w SO.ODVC - 1q0.-09SD _ U U %-sT*.--12+72-.0 VI-ELEV�2"1G vi o N w + T�T-k.11-+59� 4 T-ELEd265 - 2.16COVER 3.5' 9Q6.57SD 25 10K-Val- bUH - TO-@4-W. - - ° - - E T 1R - E SAG ELEVV24-7 — 8J — — — — — — — — STURR i ALyES-AN n Fi TTI N r,-S�R�AI`� g ��7 �/ �7 �7 �7 v 7�13+00-TO-BE CONSTRUCTED WITH-F-UTUR E�LT_E-PLAN STOR ROAD DCDMPACTED 1L 49 PUBLIC ROW 25 MPH DESIGN SPEED AADT=586 1'=30' HORIZONTAL 1'=10' VERTICAL CD RID N - M an n N N � � � t0 CIDcD ui N � CDtd N � t0 Cl wi N rn t0 'cD rn M � N d' an N CD � � T) N cD cD N 6 ink G 00 4 N � O..Ol. trl M5 to CDN � � 1+00 10+50 11+00 11 +50 12+00 12+50 13+00 13+50 535 530 525 520 515 510 505 500 14+0095 45' i to 12 inches b11N �I %��' icy'•: ,. - �' F_'. .Y ��L .:y5'.:_tiy ; si w�*� . _.,�}.. TYPE- 3 aARRICADE ## VY'arrAna WhTs futcnalI MUTCD 6F-7 DETAIL C9 Not To Scale F(x-e of Curb inv'erf Une ��6m I h .a 3 --- T} Rolltop Curb 2 ROLLTOP CURB DETAIL C9 Not To Scale HIM ENGINEERIN )2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U JU T imp > LAC. 45183 ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 FILE NO. ROAD C & D PLAN 19.029 2 ROAD D PROFILE C9 SCALE: VERT: 1"=10' HORIZ: 1"=30' SHAPE TO ELEVATION OF MD -POINT OF LARGEST PPE I I I I I I . , I SOF OUTLET PPE OF TO DRAIN TO INVERT 7-CTION A -A IF TREATMENT IN DROP INLETS END -SECTION 12" - 60" PIPE -HUB END ON OUTLET END -SECTIONS SPIGOT ENID ON &)LET END-SECTIOK E H( CONCRETE TO BE L JJJ 4000 PSI MINIMUM PLAN DIAMETER C B OF PIPE 3'`19�'RO1; BAR OR 6iEE { rADRc I F¢,1' RCEIIEK 1 J A L T I I 3 rrrr"' c�rnnN �{-x FNn VIFW END SECTION DIMENSIONS PIPE DIAMETER A B C C F. 12,.` 4" 2'-0" 2..0., 4 -O" 2'. 0" 15,.. 6.. 2.3 .. V_6,. 2. b,. 16.. 1., 2.. 3,. �._g,. 4. (,,. 3,_0.. z P.' 9 ,: 2`11- 2,_1,. 5.-0., 3._6., 24" 9 3..7,. 2..-61. 6..,., �._0" 27' "Y1 4,.0,. 2:. 1,. 13._.., 30, 1._0.. 4,_B,. 1._7 51 33, 1'-'.%." 4'-10' 2'-31 ,. - 1:_3.' 5 2'-10 42" 1'-9" 5'-31 2,._11,. 8-2" E'-6" =4" 2._;,. 5._5,. 2,_yI :, B,_2 r' 60" ALTERNATE END -'SECTION 12" - 60" PIPE Es HUB END ON CUTLET END -SECTIONS SPIGOT END DN INLET END -SECTION {X r yX CONCRETE TO BE I JJJ 40DO PSI MINIMUM L PLAN DIAMETER OF PIPE SPOp STEEL FABRIC REINIFDRCEMENT-) A + -- _ A / 0 L v LNve END VIEW SECTION X-X END SECTION DIMENSIONS PIPE. DIAMETER A 8 C D E 12" 4,. 2�.0.. 4'_1,. 15" 6„ 2..3.. S._10,. 6, -I,. 2'-8.: 18" B,. 2,. 3.. i._ 6.. P• 3,_D„ B, 2.11' Y-2., 24" 1C.. 3.. 7.. 21.6., 30" 1-0,. 4... B.. 1,. I 4.,_1,Dr 36" 1'-3" 5'-3` 2'-"0 42" I'4" 5'-3" 4B" ;. S._0,. 2'.2, g,_a., 7._0., 54" 2'-3" 1 T-5 2;-11" &'-4" 7--6 60" T-6" T-0" BARS a 8" C-C TYP, A A B L STRUCTURE SIZE AND WALL THICKNESS VARIES TT -T PLAN C5BARS a*, c C TYP. BB J i" 'I CLASS A3 CONCRETE CLASS A3 CONCRETE SECTION A -A NOI SECTION B-B 1. THE STANDARD SAFETY SLAB (SL-D IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES ADJACENT SAFETTION BOXESY BUBSS SHALL BE 8-TO D DROP INLETS N12- WITH NOASAFETY TER SLAB LOCAITED WITHINIr6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST N PLACE DRAWINGS PAY LINE 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE STRUCTURE TO THE FOR FURTHER DETAILS OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. A5 BARS 6 8•' C-C TYP. " U - NCITE5: 4. SAFETY SLAB MAY BE CASTAN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE xF CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4D00 PSD. REINFORCING PIPE LENGTHS SHOWN ON PLANS ARE STEEL TO BE IN ACCORDANCE WITH AASHTO M31.,. BASED ON ENO -SECTION DESIGN SHOWN ON THE LEFT, IF THE CONTRACTOR ELECTS 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS TO USE THE ALTERNATE DESIGN SHOWN ON LESS THAN30" THE ACCESS OPENING SHAD. BE RECTANGULAR (STRUCTURE WIDTH BY THE RIGHT. LENGTHS WILL BE REDUCED BY an" 1 nwn .7GMi I IVIY 0-0 : n� uir cnwr�.c . unnur.xv,r u . PLAN - - TYPICAL PRECAST UNIT METHOD OF TREATMENT IN MANHOLES SLOPE DETAIL `�/pQT SPECIFICATION SPEECIFICATION SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE REFERLNCE tVD� TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, REFERENCE ROAD AND BRIDGE STANDARDS FLARED END -SECTION FOR 12 60 AN CONCRETE PIPE CULVERTS ROAD D BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS MANHOLES AND JUNCTION BOXES 302 302 VIRGINiq DEPARTMENT OF TRANSPORTATION! REV. 7f01 SHEET 1 OF 1 REVISION DATE 302 106.D8 VIRGINIA DEPARTMENT OF TRANSPORTATION TD2.D' 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 I CG-12 WP-2 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQURED BARS. 4, IF RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDS CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG 12'A MAD( BOTH SIDESETE OF THI,5 RAP FLOOR, MD -DEPTH OF RAP FLOOR. MINIMUM 12 1 MARS 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY 7HE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRbSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER ADD SHOULD NOT DE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE :1 HYDRANTS, DROP INLETS. ETC. ACCESSIBLk ROUTES PROVIDE A 6biTN000S -� ACCESSIBLE TEMMEN�Ts bV A FA�CLITYPTHAATT CAN BE PATH CONNECTING ENT�D AND USED BY PEDESTRIANS. 5i ** S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MN AT * 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LNRS OF THE CROSSWALK AND EDGE OF PAVEMENT PERPENDICUSLOPELAR TO THE THE CONNECTION TION OF THE CURB OPENING IS AT VK , SALE AS TOP OF CURB CK 9. TYP CpA�Y�CRETE SD ALK IS 4" K. HF�/iH�THE p NTRANC RADI CANNOT TYPE C �,�,RR°EE��ERTTO ST DIRD CG-13 C TMERCIAL ENTRAANCE HEFfAVYT� PARALLEL &PERPENDICULAR TRUCK ITNAFFlC) FOR CONCRETE DEPTH. 10, WHEN CURB RAPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH -C- - 2.4" TRUNCATED DOME OG C-C O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 + w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O. - N V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 02„ m Z 50Y. - 65X OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.9" - 1.4" VARIABLE BASE DIAMETER 4' MINIMUM. TRUNCATED DOME PAY UMRS DETAIL DETECTABLE WARNING DETAIL OF 4 SPECIRQICE CG-12 DETECTABLE WARNING SURFACE 16 GENERAL NOTES �2 VIRGINIA DEPARTMENT OF TRANSPORTATION 05 DOWELS • 8" LONG APERMISSIBLE AT 12'. C-C -dII) W CONSTRUCTION 5' MN. JOINT 12:1 MAX .- 1i z <z 12:1 MAX In B 2' �� B RALIP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 20 :1II II 48 I•�2'MIN.+ SECTION A -A II II ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 1 10 15 6 14 15 �= a 3 f� h & 4 U n n CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK CROSSWALK AREA NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SPEOMATIM CG-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION A PERMISSIBLE CONSTRUCTION #5 DOWELS. 8" LONG JOINT 4,_0, Q 12" C-C MIN. ai 8 I 0:1 '! 10:1 B MAX g TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS TYPICAL DESIGN 4'-0„ BACK OF CURB 12-1 MAX. 48:1 MAX. 20: 1 SECTION A -A �lef 4'MrNN N ERMISSIBLE CONSTRUCTION JOINT SECTION B-B 4 to t MAX) 10:1 MAX NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1OF 4. A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL Y Y BE PROVIDED WITHIN =� �3 THE MARKED CROSSWALK AREA N Y N Q -K d 0 v v;i (n C�OSSW �K c7� C� Lo OSSWAJ TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE)REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 REFERDICE CG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION m, n,. CG-11 I # (RADIUS TO BE AS I a A -STREET APPROACH SAME SURFACING GENERAL NOTES SHOWN ON PLAINS) - _ _ - - - - - AS MAINLINE ROADWAY (SEE NOTE 3) tRA❑IUS TO B£ bs SHOWN ON PLANS) - 1. WHEN USED IN CONJUNCTION WITH STANDARD CC-3 - OR AD 7. THE CURB FACE ON TAPS STANDARD IS TO BE ADJUSTE❑ TO MATCH TH(E MOUNTABLE CURB - CG-2 ON CG-6 CONFIGURATION ' NOTE 1) L---- f I 2, SEE STANDARD CO-12 FOR CURB RAMP DMON TO BE - - - - -191DE'WALK j� SIDEWALK USED WITH THIS STANDARD iSEE w I NOTE 51 OPTIONAL UNPAVED SPACE 3- MAINLINE PAVE+,AENT' SHALL BE CONST19UCTCO TO THE 1,r FLOW LINE RIW LINE (EXCEPT ANY ---- ----�� -3 PAVEMENT WHICH CAN B REQUIRED FOR MANLNE PAVEMENT WHICH CAN BE FXPANS1DN ur EXPANSION OMITTED IN THE ENTRANCE.) JOINT-tL I JJIN1 '-" 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE A I PERMISSIBLE CONST. 5' MIN. JOINT L I A TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2'_0" 5,_0„ BACK OF CUR 12 :1 48:1MAX 20 .1 .48: 2' MN .+ SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARMING SURFACE, SEE SHEET 1OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 10 6 1 7 14 7 13 15 8 15 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. a 3 N II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. 1 :1 M T{ per•' XX 2' WN ' AT ,X , 2" HIGHER THAN _ `\ EDGE OF PAVEMENT AT)K*,SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE 7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 5.0-1 VIRGINIA DEPARTMENT OF TRANSPORTATION DI-3A, 36, 3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS •r = e o � •r r . • 1 n � I • -- ----------�••1�1 �� lu.•1-------------- 1 ADJACENT TRAVEL .LANE ASPHALT PAVEMENT WIDENING 12"* EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EX15TING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM I'/z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1, ASPHALT PAVEMENT WIDENING SHALL HAVE. A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRE55EDIN THE PAVEMENT DESIGN. 3, A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/Z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO. BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE- 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REYISON DATE 303.02 ASPHALTPAVEMENTWIDENING� p R�"I FOR WIDENING SUBJECT TO TRAFFIC 316 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-7 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SL PE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. S. WHEN THIS STANDARD IS TO BE TED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 1O' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED,THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 5'EIiICATON RFFEAQNCE 502 REV. 9/I 201.04 JOINT ,J GUTTER BAR G WAI GUTTEi BAR C2„ 1 SUBBASE _ _ _ HARDWARE N - CLOTH z BARS F WEEP HOLE + SEE NOTE ro STEPS.'SE NOTE 5 8" 8" 4'-0" SECTION A -A NOTE: WIDTH "B" 2'•0" OR AS c� MANL)NE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES- r' �' KEYED CONST. JOINT SHOWN ON TYPICAL SECTION A� L-VARIABLE - MAX. 20' 2 -� " 2 GUTTER PLAN VIEW ENTRANCE NOTES I 8„�2'-6„ �B B, 3.-0.. 2' BARS A APPROACH za GUTTER 5 WHEN THE ENTRANCE RADII CANNOT AGCGMMOY T THE TURN}R ING REQUIREMENTS OF ANTICATED HEAVY TRUCK - MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB. RAMPS - - - - - - - - - - - 7' 10' PARABOLIC CURVE (ENTRANCE ONLY] WITHIN THE LIMITS OF THE RAQR SHOULD BE 6LS 1 - - - - - - - - - - - - - - £DOE OF PAVEMENT CR %MAJC.DOPieON,BL INCREASED TO 7". (SEE CG•13) F .' FLOW LNE SLOPE CHANOE IR _ �. - 6. PLAVS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW BARS AB8, BARS E MAINLIN€ ROADWAY -` - - - -` - L --(SrE NOTE 7) LINE IS FOLOUIRED DRAINIA�E € CE ��{Iy�\\\) WEEP FRONTERELE 8,. BARS B ® ° FNCE GRADE CHANGOSS 7, THE D SI ANOOMAX MUIMEENaRITIVE _\\ // I 1�`/� DTION REMOVED) BARS F 7i/4 SLOPEXCHO D D ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. HESEVALUESARE NOT APPLICABLE 'TO STREET I 5" MN. 20' MIh1MUM FOR CONNECTIONS. �a 5XI/4" BENT PLATE SECTION B-B COMMERCIAL ENTRANCE INTERSECTION NOTES IN CONSTRUCT GRADE CHANGES WITH A RARABOLIG CURVE. 8. WHEN CC-111S USED FOR STREET CONNECTONS, THE CONNECTION MUST RE DESIGNED IN ACCORDANCE WITH TYPE A NOSE DETAIL SHALL BE USED WITH CC-3 & CG-7 STANDARDS '`' I/ R `, L2 X2 X �/i I/2" I/<" AASHTO POLICY AND THE APPLICABLE REOUW£MENTS OF THE°AD TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS TYPE A TYPED GALVANIZED SHEAR WELDED SECTION A ` A 51GHT DISQT TANCE ANND DK VGAN �M REQUIR VE147 SS. STOPPING GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68*30' TO ANGLESTUD RON AT 22'CCONNECTOR 4. OPTIONAL FLOWL94E MAY REQUIRE WARPMNC OF A CONNECTORS AND IS TO BE ANCHORED WITH /z' X 4" STUD SHEAR NOSE DETAILS 4' PORTION OF CUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION.. WELDED TO BENT PLATE AT 2'C-C. 2" APPR. PAVEMENT - B DI-3A L DI-38 L DI-3C L • WARPED PAVEMENT ALLOWABLE ENTRANCE GRADE CHANGES I`7 -- CLASS A3 CONCRETE SECTION C-C --- - - - - - - - - = I� I FLOW FLOW FLOW DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB N01 F= N-.L)]WAjII,.E ENl"k AtiCF (,';M)E TABLE IS NOT FOR USE IN SAGS WITHOUT GUTTER APB 1.CABLE TO STREET CC4NEC7iONS BOTH SIDES TO BE SYMMETRICAL 5PECIF%CATION 1} ,T XVDOT SPECIFICATION SPECIFIC/ REFERENCE METHOD OF TREATMENT L STANDARD CURB DROP INLET REFERENCE REFEREI ROAD AND HRICCE STANDARDS ROAD AND BRIDGE STANDARDS 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 105 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISIgN OdT F. SHEET 1 OF I SHEET 1 OF 2 REVISION DATE 502 542 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 V'IRG'NIA DEPARTMENT OF TRANSPORTATION 104.09 08/10 3D3.04 ENTRANCE VOLUME GRADE CHANGE :0:: DFSIRABLE MAXIMUM HIGH MGRE THAN 150'0 VPD MEDIUM I 50D-150D ✓PD s3 X 6 Y. LCW I LE55 T•IAIN 500 V"D 9t;% 8X 2" R -�•� 2" [•• 2 1" R D D D D D D D D D _ - - - - - - - - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A 7" 2'-0" MIN. DEPTH OF 7" IS MAINTAINED 8" VDOT 21A Compacted Stone Under Curb COMBINATION 4" CURB & GUTTER ;os VIRGINIA DEPARTMENT OF TRANSOORTATION 502 r - CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4-FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SLOP SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CC-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A I 4" I �2" R OF THE VDOT ROAD DESIGN MANUAL. THE BOTTOM OF THE CURB AND TTER MA GUY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. 8" VDOT 21A Compacted Stone Under Curb THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION -Llbemat Counts As -built Road Plan Policy As -built drinvings shall be prepared for ail public and pn%utle roadway comiruction projects w ithm Albemarle County. The follotv,Yn v is a list of the minimum Formation re(: meld on the dra"-mgs- Additional information niaT be requested- The C"ouaty, onlyr1ndmrs private road as -built plans. The county does not review or appro I;T public road as-builts. For questions regarding public roads. please considt m ith -VDOT- 1. A signed and dated p'rofessionaLl seal of the preparing, engineer or mrvff or. ". The name and addres..s of the firm and individual preparing the drawings on the title sheet: 3. -:pis-built" must be labeled on the Ilm-7tings viI°ith the date of preparation or revision 4. The constructed location of all items associated vith the road constnwrion roust be sho%m. The itemms include_ but are not limited to the foRoivmg- a. Hoa•izontal A-tigmnemt - Show and label meanirement points- and an mteapreted line between measurements. Show the as -'built centerline over the design centerline_ Distinguish between the design elevation and as -built by labels and line type. N-leasurenients shall be at each station as a anini nth and at frequent enough intervals to accurately portray the as -built centerline- and the position of the roadu. ay n-ithin the 1ig1H-�0f-Ar 1y or easement- Any Portions outsidle the 11ght-0f--11Ii`ay or eas'emeni must be corrected by, plat or co'nstructiora b. N ei _Alignment -Shaw and label me HSImrr=t prints_ andan interpreted fine bets een measurements. Shot' the as -built centerline ov f the design centerline. Distinguish between; them by labels and line type. -Write the conxstructed vertical elevations adjacent to the desieu elevations - Distinguish bmkem the elevations by striking a single line through the desigEelevaUoDL Nle alsureatevts shall be at each statism as a m inin111i31 and frequent enlouA nateI to accumtelyporny the a&-bldt centerline- For aliguments which dev ate simi5caady from the desigm provide ctN attire and sigl.t- distances. Corrections may be regL&ed for alterations from the design alignment. b. Edge of Pavement - Display the constmcted edges of pavement and width measuuements at every station_ or more frequently if necessary to accurately portray the as -built edges. Short' the as -built edges over the design edges- Shover and label constructed edge of paveraxent radii far all intersections and cul- de-sacs- Edges for xidevLr.�ll as well as ramps anal ctttii cats must be included. c- Cub eE ts, Pipes and Ds aina3ne Snv a trnn es - Display the installed type of drainage structure. culvert• pipe size- material, inlets or end treauumt(s)- inlet and olstlet protection_ alignment and invert elevations ruatpared to denim- For slopes flatter than design- or mverts shallower than design- provide computations veri Ping design. standards- d- Ditch Lines - Dispfay the constmeted locations of all ditch lines- inchuiing typical section- direction of flog-_ and linings. e- Drainage Easements - Shoiv all platted easements urith dead book references labeled- Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded Idnewnents_ e- Gui-u-'drail - Display the constructed location of guardrail- including the mardrail type, length and applied end treatments. compared to design- f light of way andi associated easements - Label deed book and page numbers for all dedicated rigbt- af-.�a� s. sight easements- slope easements. etc-, anal pro -vide copies of recorded documents. g. Pavement Desigas - Label the as -built pavement and base on the design t)Tical sections- Strike through any design elements which were not applied. Inspection reports are required for fill compaction- CBR-s- and pavement applications- h. Street Trees - if street trees are on the design plan- provlide design and ax-built locations and species. i. Signs - 511t all installed signs and paven.ent markings. Include any pedestals or other features. a AQ a 4" - 3,000 PSI CONCRETE 4 4" - VDOT #21A BASESTONE D00000000000 II I II I II I II I II I II I II 11= - COMPACTED SUBGRADE TYPICAL SIDEWALK SECTION Not To Scale L^] 2" OF SM-9.5A SUPERPAVE 6" - VDOT #21A BASESTONE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II I II I II I II I II I II I II I II I II I I� - COMPACTED SUBGRADE TYPICAL DRIVEWAY & :2:��EMERGENCY ACCESS SECTION Not To Scale 3' CLEAR ZONE 54.0' ROW VDOT STD CG-6 CURB AND GUTTER, TYP. 12.0' 12.0' TRAVEL TRAVEL 5.0' 6.0' LANE LANE 6.0' 5.0' 2.0% 2.0% - --- 2.0% 2.0% 2.0% 2.0% .0 LANDSCAPING STRIP, TYP. 1.5" SM-9.5A ASPHALT 4.0" CLASS A3 CONC. 3.0" IM-19.0 ASPHALT SIDEWALK (TYP.) 6.0" VDOT #21A 4.0" VDOT 21A (TYP.) COMPACTED SUBGRADE NOTES: MINIMUM CBR=10 1. NO PARKING. 2. DESIGN SPEED = 25 MPH. 3. DESIGN STANDARD: GS-SSAR. TYPICAL 24' ROW CROSS SECTION Scale: 1"=1 3' CLEAR ZONE 54.0' ROW VDOT STE CG-6 CURB AN GUTTER, FYP. 9.0' 10.0' 10.0' PARKING TRAVEL TRAVEL 5.0' 6.0' LANE LANE 6.0' 5.0' 2.0% 2.0% _ 2.0% 2.0% 2.0% 2.0% LANDSCAPING ui III 1 till l = n lil II III I I III I'I III STRIP, TYP. 1.5" SM-9.5A ASPHALT 4.0" CLASS A3 CONIC, 3.0" IM-19.0 ASPHALT SIDEWALK (TYP.) 6.0" VDOT #21A 4.0" VDOT 21A (TYP.) COMPACTED SUBGRADE NOTES: MINIMUM CBR=10 1. PARKING ON ONE SIDE OF STREET ONLY. 2. DESIGN SPEED = 25 MPH. 3. DESIGN STANDARD: GS-SSAR. TYPICAL 29' ROW CROSS SECTION Scale: 1"=1 APPROX. 40.0' ROW DEDICATI01 CURRENT BL -, P POSED BL PAVEMENT J VDOT CG-6` DESIGN BY STD. CURB f OTHERS & GUTTER MEDIUM EX. EOP �6'�STREET TREES 10' EX. TRAVEL 11' FUTURE 2'S'�tANDSCAPE 10 6' TRAVEL LANE SIDEWALKI LANE STRIP 4.0" CLASS A3 CONC. SIDEWALK (TYP.) NOTES: 4.0" VDOT 21A (TYP.) 1. FUTURE TURN LANE & DRAINAGE IMPROVEMENTS BY OTHERS. 2. POSTED SPEED = 35 MPH. 1 PROFFIT RD ROW CROSS SECTION 201A.036 C�Q Scale: 1"=10' HIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 ' U J[J T HIHuiP > Llc, 45183 Vi ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 FILE NO. SITE DETAILS 19.029 C 0 COVER LIFT NOTCH 12 3/8" r \ WATER �*a CAST IRON LID V NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 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 UNSTA SOIL INITIAL BACKFILL 4aMI 8" 8" MIN MIN. #68 STONE LAR FILL AS ROVED BY ACSA % Z 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 ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD ROD$ _ .�._....._._ h VALVE O'❑ 24" MIN UNDISTURBED EARTH PLAN r:a: CLASS A-3 CONCRETE MIN '_M;el�` EGA -LUG MIN 18" ELEVATION UNDISTURBED EAR MAIN SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 - L- E - L E '- "'IT E: .� '•':'ST '*17H -' E E -I TE L E I E TE APEA.- I E TE I' E L =TI -E SIu3.;Ei:T T_ HI H = E T.E.T -L FINISHEw E - I - II I.Ig.T' GLE TPAFFI RATED d'L E ED=- W/ LID � u y a r� i el i W A. TE-� �`. NOTES: 2500 P.S.I- 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC CONCRETE / r 2'm 2' SEARING ,AREA. AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, THRUST BLO K :` SHALL BE USED. a 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER r LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. { _ 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN e ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. NOTE IN REMOTE AREAS. VALVE 80iiES SHALL EXTEND SIX (6) INCHES TYPICAL GATE VALVE LINE BR, DR IF BRICK SOLID RADE ATE I - FOR ALL BENDS NTS •'am 14•' • 0 1 • • /�//�Y\�/ • } SECTION 2-2 PPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.1E 2,0E 2.25 2.5E 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 811 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 45 22 1/2 3.33 2.33 3.58 2.58 2.95 2.86 0.43 0.24 3.83 4.0E 2.83 0.52 11 1/4 1.83 2.33 2.84 0.18 THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. USE 2500 P.S.I. CONCRETE. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 WATER AIR RELEASE VALVE (ARV) NTS FIG. W-9 v.al• IEE -.•.=. L''n E BOX Tv: METE EE FI - THPU W- 'E 1 Ull�' FI TTI . YlPRE F1T-I I' RES:7RAINE_- A ,T FITTI , �S NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA_ SERVICE UNE TO CONNECT AT MAIN WITH X x4" TEE • REFER TO F1G- W-3 FOR THRUST BLOCK DETAILS ON TEE- - REFER TO FIG- W-S FOR THRUST BLOCK DETAILS. AND DEPTH OF COVER ON GATE VALVE - NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LAIN"GE METER ` DIVI'CE LINE NTs FIG. W-5C T_ - 6' MIN (270') 7 CU. FT. #68 STONE - • NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES - 2' TO 10' T18"-22 - --- 6" GATE )I -,. VALVE 8" X 6" TEE 250E P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE rm 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 E I LE I F IT II I i c 9' 7YPE'Ir SOFT COPPERF:' '. ..E �'.-TT--HE ILE F='AIL, I -.E .:'E'. TI-L E V E - -L .E I TI=L ' 1'111'0` TEE I n'.c S'nE+=- FTT1h 05 :AJAL-TEF'VIr:E I' CGMPRES. 0 a 3/4' MACE . IPE CMJPUNC +� DR ABPROWMI p;UAL -' TrPE 9C" scFT C'JPF`ER + f (D FDA U1 g ON DE7-HE: J. LE F_.ILr RESIDENTIAL -51501 E WERE AN IFS IGATIC'`J METER IS NOTF*RGOIGm. SINGLE SERVICE NOTE 11 WDLE:. SHALL BE HM, ) 04 N.:z FIPE r-CAST IRON Uf} _ /++ FINISHED GRACE LULK'MNG + - uET1T{ BALL _ ➢Ox 6ALVE _;LerT II ,95, MIN r CGP1 E} E . Li - v k Jr-i SitNp OR oJi7 -�aLEa -. �H v :� ---- a 14EIEF �• kl4 f E WX AWN `ETTER ,'-MC}i NINIWL- A hi DitFz5 }q L d TUX =3 KET r -T tZl .,��`:. E'. ll h A .. ;'EreTE ... - ....... ..., , ..:. . -�K .:.:.x TYPICAL SERVICE LATERAL INSTALLATION (ti1//'8" 1 11METERS) NTS FIG.. W-SA TD- 10 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. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. (4) 1" (25mm) DIA HOLES 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51 mm) LETTERS BE CONNECTED USING A PIPE SADDLE. VARIES 10'f-� 1 o 0 (RECESSED FLUSH) 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% PER FOOT) 1 (1/4" 5' 10, _ 5'0'= ^ [25mm] 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4", p D 11_51��)P�0;2 !P�. 0 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER [ (2) CLOSED ` A /Q 1 PICKHOLES OF 3 FEET. _ � 1 1/2' SALT TREATED WATER SEWER [38mm] FINISHED GROUND 2 x 4 MARKER 3 Z LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) O TI 5z r o 0 SEW v fn � 1 1 TT 1 (2) CORED EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM i p PICKBARS PLUG END OF WATER & SEWER 30' MINIMUM p MAIN LINE SERVICE LATERAL SECTION 1 1/8" (29mm) DIA BOSS M 45'0'0" w SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, D 27 1/2" DIA 1 1/2" [699mm] [38mm] m 26 1/4" DIA [ 17Bmm] UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT M [667mm] 25" DIA 1 1/2- 90 [660mm] [38mm] 1/4" (6mm) DIA 3 1/8" IN LINE WYE-TEE 90• TO THE RIGHT OF WAY. w `) 24" DIA NEOPRENE GASKET [79mm] PLAN O f [606mm] �1 VARIES R 28 7/16" DIA 5/8" T [722mm] [16mm] 23" DIA 1 1 1 [584mm] SEWER SERVICE LATERAL CONNECTION UTILITY LOCATIONS & EASEMENT WIDTHS T 36" DIA 25" DIA [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE N.T.S. NTS FIG. S-2 FIG, W-1 SECTION TD-33 TD-1 HIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 FILE NO. ACSA DETAILS 19.029 1A 2A 3A 4A 5A 0 540 535 530 525 520 515 510 505 500 495 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 (__l�SAN. SEWER IA-5A C12 SCALE: VERT. 1"=10' HORIZ. 1"=30' FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-O" MAX RUBBER COATED STEEL I, STEPS CAST IN PLACE 3'-0' MIN PRECAST REINFORCED CONCRETE SECTIONS 12"" MIN "0" RING SEALS ° 166MMAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 6` FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE FILLETS VARIES CHANNEL TO BE 3/4 DIAMETER OF — CONTRIBUTING a SEWER. a a °� 12" A FILLETED INVERT OR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 550 545 540 535 530 525 520 515 510 505 500 495 490 12" 0 CD 00 Ln M Lo Lo _ W ao _ Z N — +M 0' M f__;WL _ _ _ — _ _ �21� � Ln o CROSSIN',G �i Q _ 7 O c0 N 2 + p SAN SEWERAl TO A2 FROM ADJACENT z "'o' NEW GRADE � w � PROFFIT ROA CONSTRUCTION. REFERENCE d z N Of ACSA PLA S FOR "NORTH PROFFIT RD" \ Z (,n P X. GRADE -8"SR-6 0. o 133.06 LF 8 SD - c0 nT N 155.61 LF 8" SDR-26 @ 0.51% o 0 _ 0 7 8 - ��--��7— P O — O—�—P 0 0 p 0. 1% co oqo co 164.94 LF 8' DIP @ eom ? of u>Ln oN \�7 _ - - - - - o - - ri ao --�� =o - STORM > MIN. 95% — z o > > ? CROSSING z COMPACTED �T7 0 -� o > > z z - - FILL >z z MIN 2ff COMPACTED \ _ FILL 14+50 15+00 15+50 16+00 16+50 540 535 530 525 520 515 510 505 500 17+0095 o +�� +�00cli— GRADE = O O a ZI N [if p O W H — CROSSING \ \ M w z N E 9% 17 T 0 a' °° CD of Ln 216.79 LF 8" SDR-26 @ 0.51 %cli - � o - n m CD CN n 17 17 V n 0 Q Q 1 0 V_V_V_ V� �7 n 0 51.42 LF 8" DIP CD M @ 0.58% m o; u-> �z o> >Z z 0Z o >z z > CD> >z z - 0 0 0 0 V V V V V �- z = Mi 0 COMPACTED - FILL \�L 10+00 W J z i 10+50 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN .0 FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL � ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL F__ BE CORED AND A FLEXIBLE uj CONNECTION " BOOT " D INSTALLED 2" BRANCH 0 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 11+00 11+50 36"M I N 24' 8"MIN EMBEDMENT SPRING LINE j"� OF PIPE (UJ NO. 68 STONE — — 12+00 12+50 13+00 13+50 (__2SAN. SEWER 2A-2D C12 SCALE: VERT. 1"=10' HORIZ. 1"=30' 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" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ,,NALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 545 540 535 530 525 520 515 14+00 14+50 15+00 550 545 540 535 530 525 520 515 510 505 500 495 15+50 0 X. GRADE CD CDo N o n i � 00cD C6— EW �n RADE _ + °O �a . zN� \ z _T v~iOf WL 0110 182.02 LF 8" SDR- 6 @ 0.55% O 0 CD O CD O N N ,� uv> STORM ~ 0 o o> z - > z z 510 10+00 10+50 11 +00 11 +50 3 SAN. SEWER 3A-3B C12 SCALE: VERT. 1"=10' HORIZ. 1"=30' 545 540 535 530 525 520 515 12+06 HIMP ENGINEERIN )2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 FILE NO. 19.029 SAN. SEWER PROFILES C 12 1 550 550 545 545 540 540 535 535 A4 4 535 535 530 530 530 530 CR 525 525 Lri 525 525 CD 520 520rWL HGL cli 520 520ro 515 515 515 515CD 510 510 55 510 > z 10+5D10 z 505Ll 505 10+00 500 •�; 10+50 11+00 11+50 12+00 12+50 13+00 13+5D00 0 18" SUMP >z ZD 1 STORM SEWER Al-A"7 2 STORM SEWER A4-A4A z C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' B1 D Lq T T B4 T�l T-,I--4 B7 535 J o M N 535 T-Ts. 3 535 � 535 CN 530 530 525525 530 530 525 525 520 520 La cn 525 525 520 520 515HGI 515 520 520 ENGINEERING 515 515 510 510 LAND PLANNING - PROJECT MANAGEMENT 515 515 SHIMP 5% 510 510 505 505 ACTED 912 E. HIGH ST. 434.227.5140 510 510 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 505 505 500F 500 505 505 500 500 495 495 500 00 495Z:�� 495 TED 490 490 44] 495 10+00 10+5095+ 490 490 44 485 10+00 10+5085 U J13 T I1 > Li 45183 495 -10+00 10+50 11 +00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+0085 4 S T O R M SEWER B 3- B 3 A 5 S T O R M SEWER B 5- B 5 A�"+ �13SCALE: VERT: 1 =10 HORIZ: 1 =30 C13 SCALE: VERT: 1 =10 HORIZ: 1 =30 �;�s#o 3 STORM SEWER B1-B7 C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' E2 E3 520 � 520 520 520 ROAD PLANS FOR 515 515 515 515 PROFFIT ROAD 520 Oocz) C2 520 510 510 510 510 TOWNHOMES r O -�_¢ NORTHo_z o 505 505 505 515 w<�¢�rn 515 505 z V) N ALBEMARLE COUNTY, VIRGINIA x 510 w� ~- 510 500 500 500 500 SUBMISSION: E �5 C,5) 2020.03.23 505 505 495 495 495 495 �� REVISION: 00, 500 o 0 0 500 490 490 490 490 1) 2020-06-03 ri 00 485 485 —MIN 95% CD 257.00 IF 495 w z o 0 495 485 485 Q - ILL �- 00 o- 490 0 = > 490 480 480 480 480 o z 4$ 4 4 485 z10+00 10+50 5 475 10+00 10+50 11+0075 475 10+00 10+50 11+00 11+50 12+00 12+50 13+0075 FILE NO. 19.029 6 STORM SEWER Cl-C2 7 STORM SEWER E1-E3 8 STORM SEWER F1-F2 STORM SEWER PROFILES C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' I c 1 E M 07 — I� o � co w�� o m� m� p —N0 QnO ao�,N cD DLO �� Oo CROSS NG / HGL CROSSING I .91 LF 15" p p 5g.51 LF - 15" HP -STORM 3.08% N ao 00 � _ �!r __ - — STORM � 2.93 129.70 LF 15" HP- 0 ONN � o HP -STORM � 1.79% L. �. � Z. > � � O z �� o z � - LF 15 o 4 00- 51.92 LF 15 N HP-STOR �� o> Z Z - z z N� 12g1%� o> >z z pp °F' LIi M �n ,r-, �— w � w�- w ~ - 1NG p o - -� _ cV � S�cD OO • � 50 z � � z cn 1.5" HP -STORM j z o z N �-�--� LF ----- 144.97 o HGL - - — �/ o 0 26.06 LF 15" o 0 0 I z - � � � HP -STORM � � i 12 � z z � � � � 0 0o-- R 3� �� N� _ R 'o�o� 18�5U�p �� 0 �� 7_-0 z �� D�MIN. � � . � �� Q �7 �� 0 - Q � Q �7 �0 � � � 0 �7 � 7795% �7 �� _ � � � +n � 0 �0 �7- � � 0� 0 �0 ��7 0 � � 0 0 Q �70$ 0 � � FILL �o z - MIN.. 95% �- � _ COMPACTED j FILL �o �z I M •o Mom] ao� io �— � U� O ¢ MC-4500 ____ CHAMBERS PERF PVC U D - �� O W' p `�' O a a - �? � INV. 498.25 > 13.87 LF 24 r z Z >z z — I w �, mo O O O m �d �d zcn� w�� zcn� L BOBBIN o `mo`�o ��i 2�OS�ORM`/o � � 0 0 V" �I�-S7 MIN. 9 COMPA. TED FILL 34:8g LF 15 _STORM i- z > v�r +� v I� �I u► I� N O I ¢ +�j W �Z W� W J � IOTA 3 - II _._0 ' 545 540 535 530 525 50 CoT COT l `fd / u I I u� COT %/ ,IOT �� , 59 y COT 390' INTERSE£T fON. SIG �x. aE� �a�€� 'I � v ` ' / / // / / ` o - �d" /NEW / / 0 �R6'. NEI POLE OP 34 8 T \ / (p% — g £ TO REMAIN �' ��> - -- - SOT 9 EX. POLEIl CH 2A _DISTS»`�E L�_E_CTIGNEX. OH .. lS Ace w- ' - -- --- -- EX. OHIJ TOE — X. \ REMAIN •,�i ` T&T _i41111111101ER au L o� 01 50 0 50 100 150:.�_-- -� _r- ', �� -1-�- - ' 1 r Scale: 1 =50 _ J'� HEIGHT OF HEIGHT OF OBJECT=3.5' HEIGHT OF OBJECT=3.5' nKING RIGHT = X. GRADE 390' SIGHT DISTANCE LOOKING LEFT — — --- 390' SIGH — — — �EW GRADE i L— — — — — — — — — — — — — — — — - �-ELEVATIONS FROM ALB FIELD VERI ALONG THIS AREA TAKEN MARLE COUNTY GIS. TO BE IED. 545 540 535 530 525 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 INTERSECTION SIGHT DISTANCE: ROAD A SIGHT ALONG PROFFIT RD C7 Scaler Vert 1"=10' Horiz 1"=50' q �r I IN \ r 2 50 0 50 100 150 vy Scale: 1 "=50' 540 535 530 525 5 St - -CO L FYF-3-9 HEIGHT--O QB.1€CT=3. S1G�1-� KING -1G1HT r)F- 540 535 530 525 0 \ I II I I +00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+0t INTERSECTION SIGHT DISTANCE: ROAD C SIGHT ALONG ROAD A Scale: Vert 1"=10' Horiz 1"=50' 535 i 535 50 0 50 100 150-tGHTT0E-Oi�JECT�. - if-1-Gib-T � -I-N T-E SE TTOAI Scale: 1 "=50' 530 tNG T 530 525 525 520 520 5110+00 10+50 11 +00 11 +50 12+00 12+5D15 INTERSECTION SIGHT DISTANCE: ROAD A SIGHT ALONG ROAD D 50 0 50 100 150 Scale: 1 "=50' 540 535 530 525 520 51 540 535 530 525 520 13+00 12+50 12+00 11+50 11+00 10+50 10+ct OBJECT=3.5' 2 0' SIGHT DISTANCE LOOKING RI HEIGHT OF HT INTERSECTION SIGHT DISTANCE: ROAD C SIGHT ALONG ROAD B Scale: Vert 1"=10' Horiz 1"=50' 50 0 50 ,0 150 535 530 525 520 51 535 530 525 520 5 10+00 10+50 11+00 11+50 12+00 12+50 13+0D1 HEIGH I OF 280' HEIGHT OF IGHT DISTA OBJECT=3.5' � .LEFT INTERSECTION SIGHT DISTANCE: ROAD D SIGHT ALONG ROAD B Scale: Vert 1"=10' Horiz 1"=50' HIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 FILE NO. 19.029 INTERSECTION SIGHT DISTANCE PROFILES �7Scale: Vert 1"=10' Horiz 1"=50' C14 Work Beyond the Shoulder Operation (Figure TTC-1.1) MOT PLAN FOR PROFFIT ROAD TOWNHOMES NORTH Project Narrative Phase 1 shall include all work that can be completed on the Proffit Rd TH N site without encroaching on the shoulder. This involves grading and beginning new entrance construction. Use MOT Standard TTC 1.1. Phase 2 shall include all work on the Proffit Rd TH N site that requires shutting down the shoulder. This involves completing new entrance construction. Use MOT Standard TTC 6.2. Phase 3 shall include all work on the Proffit Rd TH N site that requires shutting down a lane of traffic. This involves open cut utility construction, & pavement Mill & Overlay. Use MOT Standard TTC 23.2. Site Notes: 1. Signs W20-1, W9-3R, W9-2L, W4-2R, and G20-2(V) shall be mounted on posts. 2. All striping shall be painted within 24 hours of laying new pavement. 3. During Phase 2, the contractor shall maintain 11' travel lanes in both directions. 4. If edge lines are removed, a temporary edge line shall be installed. TMP General Notes 1. It is not the intent of this plan to enumerate every detail which must be considered in the construction of each stage but only to show the general features necessary to provide for proper handling of traffic. The construction techniques ultimately used by the Contractor are to be reviewed by the Engineer. The Contractor shall submit traffic control plans not expressly outlined in the Virginia Work Area Protection Manual for approval at least 30 days prior to performing the work. No deviations from the plans will be allowed without prior approval from the Engineer. 2. The phases in this sequence of construction shall be followed unless the contractor submits an alternate sequence and secures the approval of the engineer for a sequence which will both expedite construction and lessen the effect of such construction upon the traveling public. Portions of roadways in the different phases may be constructed provided they do not interfere with existing traffic flow and/or do not cause any delay in project completion. 3. Under no circumstances will concurrent construction left and right of any lane be allowed unless otherwise directed by the Engineer or shown on these plans. 4. All work is to be performed in accordance with the 2009 MUTCD, the Virginia supplement to the MUTCD, the 2011 Virginia Work Area Protection Manual (latest revision), 2007 Road and Bridge Specifications, 2008 Virginia Road and Bridge Standards, and as directed by the Engineer. MOT PLAN FOR PROFFIT ROAD TOWNHOMES NORTH Implementation Procedures 5. At the end of each day no more than 2 inches grade difference between travel lanes will be allowed during construction of the proposed roadway. 6. The clear zone is to be free of stored materials and parked equipment. See the Maintenance of Traffic Typical Sections for the required clear zone. Also, horizontal and vertical sight distances shall not be impacted by parked construction equipment. 7. All areas excavated below pavement surfaces at the conclusion of each workday shall be backfilled with aggregate base material to form an approximate 6:1 wedge against the existing pavement surface for the safety and protection of vehicular traffic as outlined within Appendix A of the Va. WAPM 2011 (latest revision). All costs for furnishing, placing, maintaining, and removing the 6:1 wedge shall be included in the price bid for other items in the contract and no additional compensation will be allowed. 8. Existing pedestrian access shall be maintained during construction. If existing condition cannot be maintained a pedestrian diversion or detour shall be installed meeting ADA requirements. 9. The contractor shall provide temporary drainage as required to prevent ponding of the water on the roadway and adjacent properties. Any temporary drainage on the project is the contractor's responsibility. The cost to install temporary drainage structures is to be included in the price bid for other items in the contract and no other compensation will be allowed. 10. The contractor shall maintain a minimum of 2 lanes 11 ft. wide, with the exception of pavement overlay operations. All lane closures to be proceeded by variable message sign notification of closure. When one lane of traffic is maintained, said lane is to be 14 ft. wide, including gutterpan. 11. All travel lanes shall be asphalt throughout construction unless otherwise approved by the Engineer. 12. Only uniformed law enforcement officers are allowed to directed traffic through an operating signal (see section 46.2-834 of Highway Laws of Virginia). Flaggers do not have the authority and shall not direct traffic through a signalized intersection. 13. When proceeding from one phase of construction to another phase, any existing or construction pavement markings that conflict with the new traffic pattern shall be eradicated and re -striped accordingly. 14. The contractor shall be responsible for maintaining any existing signs, unless otherwise advised by VDOT Engineer to remove or relocate. 15. Existing signs no longer applicable or in conflict with intended traffic control shall be removed or covered with opaque material. All other signs are to be maintained. 16. The contractor shall submit a Traffic Control Plan to the engineer for approval prior to the beginning of each phase. The Traffic Control Plan shall show all necessary traffic control devices, including signs, pavement markings and channeling devices. Public Communications Plans and Transportation Operations Plan Notes Each lane closure will be governed by the times established by the Regional Traffic Engineer and the Traffic Operations Center as shown within the contract. The contractor and VDOT are to coordinate in notifying the public of proposed Lane Closures. The process developed by the Traffic operations Center for this purpose is as follows: a. Contractor submits to the Project Manager or Designee planned lane closures for the following week by 3 P.M. on Tuesday. b. Project Manager or Designee submits planned lane closures for the upcoming week using the Lane Closure Form. This form is to be submitted to the Traffic Operations Center and the Culpeper District Public Affairs office by Noon on Wednesday for the following week. c. Traffic Operations Center is to review the planned lane closure schedule and return it to the Project Manager or Designee by 9 A.M. Friday. d. Contractor to update the Project Manager or Designee of planned lane closures a minimum of 24 hours in advance of proposed lane closure as previously scheduled. e. Project Manager or Designee to advise Regional Operations Maintenance Manager of proposed lane closure. Project Manager or Designee to have VA -Traffic operator enter data in VA -Traffic and to update the Traffic Operations Center daily during lane closures activities. f. The Culpeper District Public Affairs Office will use various media publications to announce planned lane closures. g. The contractor shall contact Traffic Operations center, (540) 332-9500, when lane closures will be placed and once they are removed. The process to notify the Regional Traffic Operations Center to place lane closure information on the 511 system and VOIS will be: a. Contractor to advise VDOT project inspector and/or Construction Manager of planned lane closures a minimum of 24 hours in advance of proposed lane closure. b. Construction Manager to advise Residency Maintenance Manager of proposed lane closure. Maint. Mgr. to have VOIS operator enter data into VOIS and also advise Smart Traffic Cneter. The following is a list of local emergency contact agencies that shall be posted in clear sight in case of emergencies: Virginia State Police (varies by project location), 911 Center - 911, Haz-mat Center (if spill involved) - 911 Procedures to respond to traffic incident that may occur in the work zone: a. Contractor to notify Virginia State Police, VDOT Inspector in Charge and Regional Traffic Operations Center. b. Depending upon severity of incident, contractor may have to cease work. c. Upon arrival on scene, Virginia State Police to determine response necessary to allow traveling public around incident. d. Inspector to notify Construction Manager/Area Construction Engineer of incident and take pictures as necessary, especially pictures of contractor's Work Zone to verify the proper set up. Process of notification of incident to be followed is: Contractor to call: Project Maintenance of Traffic Coordinator (Inspector) TBD (VDOT) Project Manager (Construction Manager) TBD (Site Contractor) Area Construction Engineer Adam Moore (VDOT) 434-422-9782 Residency Administrator TBD Regional Work Zone Safety Coordinator Forester Wright 540-569-6985 Regional Traffic Engineer Jamison Strasser (VDOT) 540-829-7411 The Virginia State Police report of the incident will be reviewed by the Area Construction Engineer to determine if any modification of the Temporary Traffic Control Plan is necessary. If it is determined that it is necessary to alter the plan, then a meeting will be called with the contractor, VDOT project personnel, VDOT traffic safety representatives and the Virginia State Police (if necessary) to discuss modifications and implementation of any improved traffic control plan. 17. All permanent pavement is to be constructed through the base course only in the initial stages. The final surface course is to be applied prior to switching traffic onto the new location or as approved by the Engineer. 18. The contractor shall review with the project engineer the final plan to maintain traffic for all phases of work. Any significant changes in Phase of Construction will require approval of the Virginia Department of Transportation (VDOT) Traffic Engineer. Minor adjustments of the maintenance of traffic plan shall be approved by the Project Engineer. 19. All signs mounted to Type III Barricades shall be crashworthy and shall be in accordance with the 2011 Virginia Work Area Protection Manual (latest revision). 20. All protective devices shall be in place to protect all signal foundations and poles prior to exposing to traffic. 21. The existing posted speed limits shall be maintained during construction unless otherwise approved by the engineer. 22. The Contractor must have at least one person certified in Work Zone Training at the Intermediate Level to design and at least one person certified at the Basic Level to install and maintain the work zone. 23. Flagging operation shall not hold traffic longer than 5 minutes without approval of the Engineer. 24. The Contractor shall provide notice to the Police, Fire, and Rescue, and the School Superintendent 48 hours in advance concerning all detours and road closures of any nature. 25. The contractor is responsible for coordinating the construction, signing and traffic management plan with other adjacent project under construction. 26. No traffic pattern switches will be allowed on Friday, Saturday, or Sunday and/or the day before a holiday or as directed by the project engineer. 27. A suitable foundation shall be provided for channelizing devices and all associated cost shall be included in the price of Group II channelizing devices. 28. The contractor shall maintain a minimum of one 11 ft. wide lane in each direction at all times, except during temporary lane closure or as directed by the Engineer. 29. All pavement markings and traffic flow arrows are schematic only. The actual location and application of pavement markings shall be made in accordance with section 512 & 704 of the applicable VDOT Road and Bridge Specifications, the MUTCD, the Virginia supplement to the MUTCD, the Road and Bridge Standards or as directed by the Engineer. Typical Traffic Control Work Bi7ond the Shoulder Operation (Figure TTC-1.1) NOTES Caddance: 1. The rrummwn distance benreen the sign and work vehicle should he 1300'-1500' on Limited Access hightiral's, and on all rather roazbratu 500'400' irhere the posted speed limit is greater than 45 mph, and 350.500'trhere the wasted speed limited is 45 mph or less- O ion: 2- The ROAD WORK .AHEAD (W20.1) sign may be replaced with other appropriate signs such as the SHOIILDE.R WORK (W21-5) sign. The SHOiILDER WORK sign may be used for work adjacent to 3. The ROAD WORK AHEAD sign Inav be omitted where the Nvork solace is behind a barrier. more than 4 feet behind vertical curb (Standard CG-? and CC'r-61 on urban roadways- or outside of the clear zone for all other roai For clear zone values see Page A-4 of Appendix A. 4- For short-term_ short duration or mobile operations'. all signs and channelizing devices ma be eliminated if a vehicle with activated high -intensity amber rotating, flashing, ore oscillating fights is used - Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, ore oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or oscillating lights. 6. If the work space is in the median of a divided highway, an ath•ance warning sign shall also he Placed on the left side of the directional roadway. Typical Traffic Control Shoulder Closure iiirir Barrier Operations (Figure TTC 6? ) \OYES Guidance .- 1. Sign spacing should be I300'-1500' for Limited Access highrwlys. For all other roadwms, the sign spacing should be 500''-800' +*ere the posted speed limit is greater Than 45 mph and 350' 500' wlle.re the post®r1 spend limit is 45 mph or lees_ Standard: 2. On divided highways haling a median Hider than 8'. right and left siren assemblies shall be required. 3. Groan 2 C')fwneliring device spacing shall be a t the following: Grow 2 Chanr%*hzingDeviceSpacirg Location Spacing P 9 Location S Pang Speed Limit (mt>h) Location Spacing Speed Limit tmPh) 42( 0 -35 36 4 0-35 36+ -ransition Trav�hw 40' BlT aorstrLlction Access B0" '20' •Ccrisxuaition access spacing may be increased to his distance, but shall rot exceed one access per 14 mi le. 4. The minimum length for a shoulder taper shall be 360' ` on Limited ?recess highways. and L for all otter roadtvsres (see Dote 7 of TTC-5 for values of L). 5. Wien the barrier transition slope is on a horizontal alignment, the total offset shill be prorated around the curve in lieu of a straight-line slope. 6. End treatment of a barrier in order of preference: a. WheiT guardrail exists, attach to barrier With appropriate fixed object attachment. b, "here cut slope eusts, bury barrier into cut slope and pro<ide for drainage as needed. c. Extend end of barrier untif it is beyromd the established clear zone (see Figure 2 on Page A- 4 in Appendix A for clear zone values). d. IAhen barrier end is inside the established clear zone, attenuator service Type I or Type IT shall be used. Contact L&D Standar&Special Design Section for approved attenuators• '. Bartier panels 8 inches innidth and 12 inches in height shall be placed on top of the concrete barrier and ,paced on 40' centers along the transition or taper sections and spaced on 80' centers along the parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic lens sheeting. The light at the beginning of the barrier run and at the breakpoint ~there the barrier becomes parallel to the roadwiv shall be a Type B flashing light. Barrier delineators shall be instAted along; the traffic side of the concrete barriers. Barrier delinatot- shall be spaced on 20' center's along the transition or taper sections and spaced on 30' centers' m-benveen the barrier panels approi inately'-a inches up from the roadway surface. non: 8. The barrier shonm in thus ti-pical application is an a gpE ple of one method that may be used to close a shoulder of a long-term proiect. 9. The RIGHT SHOULDER CLOSED (W21-5aR) stun may, be eliminated from all rcadn•a}y exceut Limited access highways Guidance: 10. Ifdrivera cannot see apull-off area beyond the closer shoulder, information regarding the Ienoi of the shoulder closure shall be prmided in feet or miles, as appropriate- 11. An emnenr r pull-offarea should beprovided per Section 66.18 and remporan rr'afic Conwoi Figure TTC-S. 1: REvitian 1- k11#15 2: Rnisii(n 2 - 9.1t2019 Typical Traffic Control Lane Closure ors a i-eco-Lane Road*t-qu Using Flaggers (Tigure TTC-13.2) \OYES Guidance. 1. Sign gmcingd&tance should be 350'-500' where the pasted spnd limit is 45 mph or less, and 500=800' where the posted speed limit is greater than 45 mph 2. Care should be ezcrrised when establishing the limits of the Work zone to insure mmimumpossible sight distance in admnce of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table b7L3. Generallyspeaking, motorists should henv a clear line clugiat l`ilom rilegraphtctimer 5,17001 sign w tlle_llalf er. 3. To maintain efflcimt rraJftc flow in a fMgWng opemnon on a rwo-pure road4'm, the maximum time motorists should be. stopped at afla,Xer station is 8 minutes for high volume roadm ar's (avenge daih, traffic of 500 or more whkles per dmt) to a maximum of 12 minnt?S for low volume roadH'nrs tiers than 500 vehicles per dQ1). For additional informafion see Section 6E-07.2 Standard; 4. Portable Temporary Runde Strips (PTRS) shall be used as noted in Section 61 5. FLi-au g stations shall be located far enough in a(hance of the no& space to permit approaching n%Ime to reduce speed and or stop before passing the work space and allow sufficient distance for depparting traffic in the left lane to return to the right lane before reaching opposing traffic (see Ta131e bH-3 on Page 611-5). 6. All flazgers shall be state certified and have their certification card in their possession when pei to ining Ilag iug duties (see Section 6E.01, Qualifications for Flaggers). Cone sp acinre shall be based on the posted speed and the values in Table 6H4 on Page 611-6.' S. A shadoii vehicle i1-lth at least one high intensity- amber rotating, flashing, or' oscillating light shall be parked 30'120' in advance of the first work crew. oil S. A SL0W '2l X1 Q si 2 ma • be r m thus area to inxT adL ance % arr irlg of the o ation ahead by slo-mina_ aapproach= traffic prior to reaching the flazeer station or queLled haffic. Giuidance: 9. 1 the r?•ueue al trg ftc ruches lire BE PREP4= TO STOP (Ti34) sign then the signs, and if Used fire shou be reartl'u.red atgnenter• distances_ 10. Whhen a hrghxYry-rail crossing exists wthrn or upvream of the transition area and it is anticipated thou queues resulting from the lane closure might amend through the hfghwrt}'-rail grade crwsing; the tertlpor my t- Yc control zone should he extended so that the transition area precedes the highwa}-rail crossing tree figure 77G56 fur adalitional infopwration on highway -rail crossingsl. Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). 0-m- 12. Cones maybe eh anated when usmL a pilot�ehicle operation or when the total roadiva-v vadth is 20 feet or less. 13. For lovv-inhume situations with short work zones an straight roadua3,s %xilere the flagPer is ombleto road Standard:' 14. When used, three portable temporary- ramble (PTRS) strips shall be installed across the entire travel Line adjacent to the BE PREP -QED TO STOP (-" 3-4) sign. The portable temporar}- rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the road way. IN -hen the PTRS are installed. the RLIfBLE STRIPS .ABE:1D20- 26) sign shall also be utilized• 1: Revisim I-4,1a0i 2: Ravisi5n 2-4JLr2014 BARRIER FLARE RATE Speed Limit Slope (mph) Ratio 70 221 65 20A 6o 19:1 55 17:1 50 16:1 45 14:1 405 13-1 35 11:1 i DA wiGHr swauvoEt trosED 2: Rnivon 2 - 4.12019 VEMENT NOTE 3 Si 120' WORK VEHICLE Ra vb20-1 wa `ALE NOTE, AHEAD 2 AND 1.1 Shoulder Closure Tsith Barrier Operation (Figure TTC-6-2) G20-2 IVl TRAFFIC BARRIER i PANEL OTE 7 1 DELINEATOR E NOTE 7 _B LIGHT PANEL TE 7 Z DELINEATOR E NOTE 7 'R TRANSITION '}PE RATIO :E NOTE 5 0ii GROUP 2 DICE SPACING 3EE NOTE 3 TYPE B ZING LIGHT 1RDRAIL MOTE 6 W21.58R Yet 16-VP1 x OPTIONAL SEE NOTE 10 AtiHT uLrrn W21-56R ANEAS YV2a-1 Lane Clici on a Two -Lane Roadway- Using Flaggers (Figure TIC-23.2) revZ\_ N411M av©d OY3HM and t7. Sun 31m idlLlb SdU '� them dt119 01 a3t1Yd3Bd - t 39 CV-2 lV? • } 94o ± s R s 's 'r. s310114 -33C = '' OU0 tJ011wlt' 6115!5 JId r D p BUFFER Sri- TAt3Lt 014-:3 Pitts SPApMG (CEW ER TO CENTER) POSTEENSTATLITORY SPEW Lill _1145 MPH Io FEET 41 -56 MPH 16FEET , �� ., W • 120' . 55 MPH 20 FEET SHADOW VEHICLE PTRS REQUIRED SEE NOTE 4 BUFFER SEE TABLE 6H-3 G. - 100, FL WIGER STATIC V • BEE NOTES,, :i 5 ca fi W uCSEE * 5 4 NOTE 1 iwon av5r ,AIaa slat SEE NOTE 1 BE i> <EPARED v; 3-a 0 yip SEE NOTE 10 ROADWAY ' NOTE 1 CENTER LINE ami W20-N26 s�u►s PTRS � - 5€'` SEE NOTE 15 SEE NOTE 4 S 14 NOTE- I ONE >,u SEE All_AO 1 IIQAD HEAD 1: Revisfum I - 4X2015 2: Revidm 2 - 0.- 19 HIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 FILE NO. MOT PLAN 19.029 C15