The URL can be used to link to this page

Home My WebLink AboutSUB202000055 Plan - Other (not approved) 2020-09-25ROAD PLAN FOR LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK - - - - - SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT C11C 1CV NOTES 10 10 PARKING COUNT 1.00, ---I DIMENSION ELEVATION -- -- - GRADING EASEMENT - - - - 10 INDEX CONTOUR - ---- 12 INTERVAL CONTOUR 5781X SPOT ELEVATION 5781X` TOP OF CURB ELEVATION 57B1X TOP OF WALL ELEVATION 5781X BOTTOM OF WALL ELEVATION SITE OBJECTS r r O n FZD Oq - L-Tw- 0 RETAINING WALL HANDRAIL BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE/PAVEMENT-SIDEWALK RIP -RAP ASPHALT GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE FENCE STREAM UTILITY UTILITY EASEMENT UTILITY POLE LIGHT POLE OVERHEAD UTILITY SANITARY & SEWER STORM SEWER ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT SWM FOREST/ OPEN SPACE EASEMENT SANITARY SEWER W. LATERAL SANITARY MANHOLE SANITARY EASEMENT WATER WATER LINE W. SERVICE WATER METER WATER VALVE FIRE HYDRANT WATER EASEMENT GAS GAS LINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER / DEVELOPER Albemarle Land Development, LLC 1949 Northside Drive Charlottesville VA, 22911 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22903 (434) 227-5140 ZONING R-15 Residential, AIA. Subject to ZMA201900010 and its proffers. MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE DB 5154/753 SETBACKS FRONT MINIMUM: 5' from Right of Way FRONT MAXIMUM: 25' from Right of Way SIDE: 5' Minimum 10' Building Separation unless the building shares a common wall REAR: 20' Minimum FRONT GARAGE: 18' Minimum from back of Sidewalk MAXIMUM BUILDING HEIGHT: 45' or 4 stories BUILDING STEPBACK: For each story that begins above 40' in height or for each story above the third story, whichever is less, the minimum stepback shall be 15' SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. April 15, 2019. Verified by Shimp Engineering, PC on March 12, 2020 BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005.(Community Panel 510003C 0145 D) this property os located with "Zone X" (unshaded). Area of minimal hazard. RESERVOIR WATERSHED This site is within the North Fork Rivanna (below water intake) Watershed. This site is not within a watershed of a public water supply. TRASH DISPOSAL AND WATER & SANITARY SERVICES Each unit shall store trash in toters which shall be located on each lot within a garage or a fenced enclosure. Water and Sanitary Service is provided by Albemarle County Service Authority. STEEP SLOPES OVERLAY DISTRICT There are managed steep slopes on this site. Locations are shown herein. MATERIALS NOTE All curb, gutter, pavement and stone applications, and drainage structures shall be in conformance with VDOT standards and specifications. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to 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 deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. VDOT NOTES VDOT's land development south staff (540-967-3715 or 540-967-3716) shall be notified 48 hours in advance of any anticipated road/shoulder closures", "The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at set up and take down to VDOT'S Smart Traffic Center (540-332-9500)", "Copies of all independent testing reports to be submitted to VDOT for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT ... ..All areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic." And that "Traffic shall be maintained during construction of the tie-in and mill of the adjacent travel lanes." "water lines, sewer lines, etc. crossing future VDOT maintained roads have to be sleeved with ductile iron pipe "two (2) times diameter of the utility line)" And "A video (3 electronic copies to VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be submitted to VDOT for review and approval prior to paving operations. PROFFIT ROAD TOWNHOMES NORTH EXISTING USE Single Family Residential PROPOSED USE R15 Cluster Development with 54 New t3 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 97.1% Total= 330,701 SF (7.59 ac.) PROPOSED Area % Building 46,560 SF 14.1% Pavement 53,749 SF 16.3% Sidewalk 15,276 SF 4.5% Tot. Impervious 115,585 SF 34.9% Open space 215,116 SF 65.1% 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 lout Total AADT Multifamily Housing (Low -Rise) 220 80 13 33 46 32 22 54 564 Total 46 54 564 Trip generation reflects AM and PM peak hour traffic. Includes all Trips from future max. 80 unit buildout. SUB 2020-00055 TM P 032AO-02-00-00200 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1"=2000' IMAGE PROVIDED BY ALBEMARLE COUNTY GIS SHEET INDEX (16 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 C16 ZMA201900010 APPROVED PROFFERS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 4X227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM u JUS M. SHIMP > Lic. No. 45183 9,Q_41S yNG� SIONAL ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 2) 2020-09-15 3) 2020-09-25 FILE NO. COVER 19.029 C1 I I 1 I 1 I I I I \ I 485.3 h85>3 x \ IRON I I I I I I I / I \v vv v I SET \ x \ I II I I I I T.M.32-20 481.5 CWH PROPERTIES LIMITER PARTNERSHIP O.B. 2309-419 O.B. 726-273 PLAT D.B. 594-467 PLAT I ZONING: PLANNED DEVELOPMENT MIXED COMM. T.M. 32-2OA3 CWH PROPERTIES LIMITE❑ PARTNERSHIP A V ` /- A V I IIq I I 1 I � D.B. 2309-419 4Y \ \\ \ I 1 1 I O.B. 1086-45 PLAT D.B. 716-3BB PLAT IRON D.B. 695-2B PLAT V A V A\ A A\`V I �v \\ \V I 1 11 I I I / / FOUND I ZONING: PLANNED DEVELOPMENT MIXED COMM.0 �0' l l l 1 A V A \ I l a 1 �ENSE THE I x 486'9 \ 533/ .4 V v �v A �\ v I PIPE FOUND A\ 5349 ///' ✓' / / // // I /'\\ II ! / V /I I I A A\ vV \ v\\ \\\ \v \v v� - _v v vvv \ vv v\ vvv vv vv_--- v_v\ A\\A\\ \\\ \\\ v\ \\ \\\ v\\ v\\\ `•\ \ \_ _._ _ - _ 532.9 IROMx FOUND I x IRON \ a \ \ SET CORNER IN 42 oQ \ \ \ \ \ \ \ \ ` \ ` \ -_ - __ \ \ \ \ \ \ ` �. �.;o WHITE , \\ \ \\ `\ \ \ \\ \\ \\ \ �\ \ ,S,o \\ \\ \\ �\ \ \ �� \ / O \ / ` OAK � \tee- SETN _ 814 I x \\ \ \ \ \ \\\ \ \\ \ \ \� \ \ \ \ \\� O \\ 496.7 T.M. 32A-2-113 / / / \\ \ i -_ \ \ \� \ _,. �� \\ \ \ \ ___-__' `\ \ \ M/ \C ` i \ _ l I \ \ \ Y N/ \ �\ _ SOUTHERN STATES CHARLOTTESVILLE COOPERATIVE, INC. / I / / � / / \ \ `- _--' � \ \ ` \ \ �- \ \\ `\ \ \ \ - ,,------- � D.B. 1951-246, 250 PLAT ZONING: HIGHWAY COMMERCIAL _ 525.5 498.9 _ IPnN \ \\ \ \ \ \ \ DAVID AND SUSAN HIETANEN FAMILY TRUST D.B. 9 5025-360 ZOND.BIN9-675RAL AREAS 521.3 / // I I / 529.4 A V A A A \ V A A 1 ` V �' / _ PLAT l I l I l T. M. 32A- 2--2, \ ,-- _- u ACRES _ --` (D . B . 25-4- T150� v A vv V `v / �- - IRON SET --v_ IRON ! 1 I \ \ \ \ \ \ \ \ \ \ \ / / — _ ' - -- FOUND IN STUMP ❑evCYopment. LLC. `V A `\ \V v v A vV A A \ A I , / /' / — sI0 — HOLE a.B. 1794-107 522.9 i \ / -D.B. 439-185 PLAN !�� I 1 1 I i' D.B. 5154a/53 518.-- i T. DANIEL W. MGRAY &3LEENORA GRAY D.B. 1946-78 / / V A I / ( OIGRUA9OZNNRLAREAS / \ / 1 I / / / eRnve / DENSE TREES TBR \ \ \ \ I \ \ / / /VARKER ANK 523.2 T.M. 32-30 THE FULL GOSPEL ASSEMBLY OF CHARLOTTESVILLE D-B. 4957-252 PLAT DENSE TREES TBR 24.3 // D.B. 1125-111 537.0 o /D.B. 972-447 PLAT / / I / D / I I I I I / / / � / \ \ I/ / ! / M p / ZONING: RURAL AREAS 54L4 ! I / / A 1 / Ze539.4 xIRO /' /' 540.8 FOUND r1 DENSE TREES TBR �V — — — / / + /// -(-, -- - ,/ (POLE 1BR 1 ` — / l l I l/ l l A A i/ //' /--' _- -�s UY LOCATION DLG\v v U.C. POLE 7B� 632.E 'SERWCE DENSE TREES TBR - DENSE TREES TOR�� Nykl,5 RAJ TOR ' 3i _ � ,� �wu� `� -- / '� U.C. D T= pp 60o E4SEMENT_ - -- -- ---- - - _�� SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 1 ��O TH O U Jus M, > Lic. N" 4 51 ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 2)2020-09-15 3) 2020-09-25 FILE NO. 19.029 EXISTING CONDITIONS 40 0 40 80 120 Scale: 1"=40' Cn IN DRAINAGE ESMT \ _L � TW 50$ TW 512_ -. NEW 0.30 AC SWMEi� \ BW 500 FOREST/OP_ �BW 408 � \ SPACE ESMT \ TW 506 TW512 ,. R - 0 ' B 500 _ BW 506 30 FS/O ' FUTURE PHASE 2 NEW 0.14 AC SWM NEW SWM TW 506 rM, 27 C/ A N ' / SPAECE EOSMET / FACILITY ESMT 96TW 506 F F 2^FOR NEW SWM FACILITY S/0p BW 500 2o7j9 0� TC ZZ O / ESMT ALONG BL �, \ TW 508 007 o R \ m BW 502 ?op. 2500 SF 210 LF DISTURBANCE OF INTERMITTENT TW 5 MULCHE AREA D w 514 STREAM SUBJECT TO NATIONWIDE 18 BW 5 BW 508 NONREPORTING PERMIT CONDITIONS. TW 508 TW 523 BW TW 514 BW 518 . 524 \ / `' BW 508 INTERMITTENT ! / "ROAD END-" 519 / \ / Tw 508 STR(,4M BEGINS AT HIS POINT MUTCD OM4-7 NEW SW / 3 M / ^^ BW 506 / 0 FACILITY ESMT \ NEW 20 PUBLIC J ;i TYPE 3 BARRICADE � 29T � / �. DRAINAGE ESM 6" B RM' MUTCD FIG. 6F-7 70 / (O \ / i ^ (#57 STON:Ii) ' NEW SVJ FACILITY o 0 7 ° 8 CO 20 / \ - TYPE 3 BARRICADE / o ESMT ALO OW2>T °0 '�,' MUTCD FIG. 6F-7 CO ti a � �a- ��..'+ ,\ Coj •• o "PAVEMENT ENDS" / "NO PARKING" �• ,p '\�� \ 2S ' q y , MUTCD W8-3 \ / MUTCD R8 3'+0 `qT. 2$° R30. . \"' <0j 2s \ \ \� NEW' 20' PUB C 24 1 SIDEWALK /FOR ROAD B, MlN/M / OT RAINAGE E T \° ^ 10' DOM. <0 j r 4 4s i STRE SIGN R2S0' '� oo 's G\ TOWNHOUSE PWR. ESMT 2�j ,' r C9 g0p,STA. 12+50 TO STA. 14+13) 6oFFF� ISTUReE '' // -1z / ry L� sp\ ( r° G / WILL BE CONSTRUCTED WITH \ o COT �.v 2c ` ....yFyy2p Ra o� FUTURE PHASE 2 SITE PLAN. 2 16 % ,' ,'OP:, F "NO PARKING' / •� `� � - / NO NO PARKING" i , o= - �� \e �` �� ✓� j Ref / h OT MUTC4.D RS 3 r - ' 2�DO•q 72�CH� / F D 6CFF / 2/Dp ' F76 R�<O / » TR2 Fi \ \ COTVDOT 9B" `r�' 6 / ( S//-� S �-t r 16 ' DOM �' v % o ., % i O / NTRANCE YP� 10"NO PARKING' ^ / PWR � ESMT ' oo/ oo • `/ i / 3r T� `� oo TYPE c SIGN EET o°/ / MUTCD R8-3 49 10' DOM. PWR ESMT ro / CG-i\ 8' DOM. PWR. ESMT 33 p % .^. D -r O ` ) 00 34T %/ Pr�2'1-69 NEW 10' PUBLIC / S�'P SIG \•., P / Oj �l �+� � 4 DRAINAGE ESMT COj "NO PARKING 36 x4 7xr" Q USPS MAILBOX tiF SHIMP i \/ 3 i / '/ CLUSTERS ON q��. /\ \ 0, CONG.PAD \/ Sq�. /. p'2 ENGINEERING2 0 . / i' _ S �i\ / 8' DOM, PWR. ESMT / 0 /�/ LAND PLANNING -PROJECT MANAGEMENT 2 0, r / � ii� \ i'i�OWNHOUSE (-`T�.) OT USPS MAILBOX o i CLUSTERS ON ' _ , i;, / 912 E. HIGH ST. 434.227.5140 CO CO / 44 a`�' RFgR / \ .�'�. CONG. PAD , �� o i 4 i/ i� S ' � / . � T � � / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM IgpO F' qp \ o /11'ISTTCODIP /. /^ ' /''°�h ! i10' DOM. C YPWR. ESMT<, , I N OT NOTE 1: ALL PROPOSED O'' R 1l:� 'NO PARKING" 20p0, 42 DRAINAG(t T ;'�. oy'4OT p, /; / RIGHT—OF—WAY AREAS ARE HEREBY r MUTCD Re-3 4 4 7 2/ DEDICATED TO PUBLIC USE R _ 0 2 s ; 4 YPE ° / o T \ 1G DOM. <oT S NOTE 2: SITE LAYOUT SHOWN PER — ti 2 r ;� l �� .1f PWR. v ' Res S• ! ESMT 319 w� 990' /i ZMA 2019-00010 (APPROVED c No PARKING, RrTxss cc 1cry coNo spy ° / / 30T / Co 09/16/2020) p, MUTCD RS-3A b' ' / 2 i , �P. : / T U Y 0 0 NEw SIGHT ET SICN� / , o �� Q o 4 / JUS M, sl I p ISTAN ESMT .USE YP:),. 8• i r Q ' ^�� Nor ; \ / gRgC / R2 .� co r iQ �.� �'� PROPOSED ROAD NAMES: LTc Nq.4S183 56 i ' R "� R° / / Fre c �S r '' ' �� ROAD A: ZELKOVA DRIVE A C�-9B ;'�� / ROAD B: CORNER OAK DRIVE I TRANCE/TYR. i '., ; -� � to / N. "s , TF o "No �ARxINc" R ( ) , <oT l ROAD C: HALL OF OAKS LANE s�NaLN sr ? P�1j �/ q FR r aC�b ;49 �Lqy q/f _�� o / r3 / ROAD D: FLAT BRANCH LANE TOWN Ho 'SE (TYP.) i 4 •. ' o '` MUOTCD R NG' / q0 %�� . B�/0 ryy,. p0 � i . .\.. SPApEN 5or �¢ ' VDoi-c 98 72 T op. E 6 5 o r �i Cor N R2 sl o _ C 8 / ' - NTRANCE) TYPE C f Q r ' ' _ 1G DOM. 70 ' ° r O v, l 0 2 S o' 30' DOM. o � 0'' � PWR. ESMT , i / (O 2 -�, / p STREET j� o ry ROAD PLANS FOR PWR. ESMT i w i S• 9 � / � , 2 i<o r 41Sq 1D 72x SIGN ^, ^ ' O j l0r it il��.y 3 � 4;n; 2°" i O i �� /r 5g Q nor PROFFIT ROAD tee. i/ .' o � Y� i 3 q l�. �: �, I �� a ®o I `- ' OT G-9B �, � 2,g• 00, for _ / TOWNHOMES o; &!B` 6 C07VC,• �� L.. 4 `,? , ENTRq� CE ( ) 'yhr 4 °. , /, .\ i BpB� Zk. C; F A, STOP SIGN 1�': 2 i •-r YC' CO �. ft s ''&q6�-51DEWA ,•t!r. R2,/.0 o ROTS LOT PWR' ESMT ` MUTCD R1 1 i R SO . , / T \� ^ , o gyg� STOP SIGN 241000, c7 �5 S MUTCD R2-1 eqp� S / ,j200p 0 8h NEW POLE Bg6�8pgALZD Rt-1-,,.,A. -t2 ��y0 PAR RS-3i "NO PARKING"^{a ,. ^ 0.46 ACRE ROW YPE C CG 1 A . F LOT MUTCD R8-3 ., ;: NORTH TYPE NEW PotE oaEN /� sETBq r s `r . / o / ALBEMARLE COUNTY VIRGINIA w DEDICATION EX. OH 0'• 4�576 �B .7 • P M/iy l P.) LOT/•i., ,'^o r /, SOT , TO REMAIN \00' o R25.0' R2.50'..;. TegMl _ • SUBMISSION: hu 44u SIRb uNGUI'0"u` H 51l7eWR@I( .ivA' RONT SE�TBgp, �/ o`?.p°• �i �. �O\ / 2020.03.23 i d" o ^ �u`aHu " • �� T?P. h / O q.', �`1J0 PARKING" T REVISION: EX. POLE 5 TO EfA==QUgR __` 48. onu`aw`aw• ® / 4�� / 645' ro MOU l � � u • ". • ` ' aw SPACE- 2) 2020-09-15 �� BRY IN --- _ I �DNC - ACE sroEwnLk o 3)2020-09-25 ®m- W 10' PUBLIC WP-2 MI —_ oHu_oHu --' ��a RAINAGE ESMT & OVERLAY ENTRANCE FOR R70 a°ryb�w,u . PROFFIT RD 'r70 .0' EX. OHIJ l TOWNHOMES 0' v u— _ (3} 4" STEEL TO REMAIN SOUTH PER _ BOLLARDS SEE— SDP201900064 _� `0.46 ACRE ROW° "J v IL 4 C10 DEDICATI(aW— " mi EX. CHU To POLF FILE NO. REMAIN vA IN MARKER 19.029 SITE LAYOUT 30 0 30 60 90 Scale: 1"=30' C 3 V DRAINAGE ESMT / 1�LF CLASS Al z E1 L RIP -RAP OVER MIRAFI 140N FABRIC .NEW 0.30 AC SWM \ E2 - FOREST/OPEN— SPACE ESMT \ 20 LF CLASS 1 - RIP —RAP OVER E3 \ MIRAFI 140N FABRIC 30 'S/pISO NEEDED FIRE FLOW DATA: NEw swM`� MqX TOWNHOMES ARE CONSTRUCTION TYPE V-B NEW 0.14 AC SWM FACILITY ESMT ` - Ft r'yq 27 op q, /— FOREST/OPEN s. ZX a Fo </v 5<" WITH 2400 SF MAX FLOOR AREA PER UNIT. / SPACE ESMT �/ Mq 0 TOO�F O ISO NEEDED FIRE FLOW = 1500 GPM w / NEESMW AFACILITY Bo =P 2o7go00/0,0 F AVAILABLE FIRE FLOW = 2247 GPM / m 61 210 LF DISTURBANCE OF INTERMITTENT o / STREAM SUBJECT TO NATIONWIDE 18 //Wv NONREPORTING PERMIT CONDITIONS. g =513.20 258 LF NEW 36° PP CULVERT � `�• / 80' N Z806: #10, e / 1008 RENCH DRAINS. \ STREAM BEGINS � INTERMITTENT 18" FSET FROM W ILL \ / y� ' / 3O NEW sWM AT THIS POINT FACILITY ESMT NEW 20 PUBLIC / 2vT \ p /' ST DRAINAGE ESMT LO / \ / i 5 LF CLASS 1 i RIP -RAP OVER / NEW SWM FACILITY 1B T Bz MIRAFI 140N FABRIC / f �, 18"u1" _ i /// A3 � ESMT ALONG ROW V � �� / SERTATEE / Pp ` �� • °a, '��. / COT N LO r M � � / BASIN INV OUT 12.60 TO 12""' 37 "- 3 p S7OR,y1 83A / \ ` 8x8E6 ;� `\\ ` �� 8 t R 4;' SAN. COT / F2 • T.M. 32A-2-18 \ NEW 20' BL w/nr. FTm.) 22 a M7Ni / SOUTHERN STATES CHARLOTTESVILLE COOPERATIVE, INC. COT ° NA ESMT \ z6 < o` / SIDEWALK (FOR ROAD B, ti ti1q / U.B. 1961-246, 250 PLAT 4S 4 „s�`�i\s ,;' `� S 10' DOM. OT ZONING: HIGHWAY COMMERCIAL \ PWR. ESMT 23 STA. 12+50 TO STA. 14+13) ti� OFF 0jS �,\ \ < 3 3 WITH D-1 \w\w � �`` 7 / �O / FUTURE PHWILL BE OASER2 SITE PLAN. o \ FV TORerO 7 46 / 6 / : i / `h / A4A �N Fs N �� 0/ S l ct / 2S U s� SrOReFO g /' DAVID AND SUSAI' 4'> ri / ' ; • 3 / °4i , 4' F/jR TR>� cws �..� / FOT OFFS• D. E 8r �78ORSC R D.B. 22 p 02- ZONIN, 48T � 10' DOM. r �' � J >' gy/ , % i r ( _. \ � � PWR. ESMT ' ' /i' OT "w �' w u+s t a.• CAP OR _ / \ CU / oQh : ;% / 37 .../ \k. / / FUTUR CAP/ 4 T 4 3 y/v i� i COT w /\w s.6 g i� / v� /! 32 10' DOM. �.,�/ °'s DOT 3 TE / ,i! COT PWR. ESMT �` w /�; �%D-2/ H / / \ COT ' i , o -•�i 3' i 8DOM, PWR. ESMT SO NEW 10' PUBLIC DRAINAGE ESMT / LAT. (TT+'l,_ 3S 2 . 36SHIMP ENGINEERING2 1/ 8' DOM. PWR. ESMT LAND PLANNING - PROJECT MANAGEMENT COPPER \ ' / ' ' / / r / /.'.: o / •� SERVICE TO (TYP') 912 E. HIGH ST. 434.227.5140 7> T \' / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r NEW P LIC..,\ ce / r '�,�� /' PWR. ESMT DRAINAGV T� y/ '' i' ! / %i. 40/. / \ i_r /• / sue'/ o �, ...a.:/COPP R QOT / 3� ' 6 \ / /. COT �� y4ERv (TYP: / 7 O COT \ 4 r / 3' OT�l'�„' E{, TEE\. C <s ....�., 10' DOM. COT r Q'/ .:. ^//i' < VDOT SM PWR. ET .ig r �/ b 3 /_S$' /' �. \ \•N i / °\ `\'/ gas C O � / �C� / /� 407. — T. M. 32 30 U Ju M.. slump Y SOT 4" sA�/ A 3 \` �� _/ 7w / � � A THE FULL GOSPEL ASSEMBLY OF CHARLOTTESVILLE Lic. No. 45183 i _ 5 i ) a / % 0y s\ ^ /..:' \ r �. / \ D.B. 4957-252 PLAT a i ct 6 LAT. TYP / 16 / \ / / .. !o oy D.B. 1125-111 / EE W/ ZONING: 972 RURAL PEAS 9��5 toNAL y GNP 3p / PLAT / T Z G: R A GN OP/ EA/ � �0)- OS B 5830' DOM ' j r 3 �/ i /C,7 \ " < Sq ` //\ ups[ -` 36 / 184il' 70' DOM. / I O / / �\ N �`'..' `` w 3 /mac e TEE/ it PWR. ESMT PWR. ESMT i r 3 2/ COT �� l Csq w 4 °+s\ /� _4n* , r , CO/. ROAD PLANS FOR LO '�1�.1r i /a Q� ' 2 AL Q/ / ! �i` 7 S9 ,AFT /, P ROFFIT ROAD \z -o,`R l _ � � 6��8 10' D IM. ��. 1 w EL / TOWNHOMES y6�`'"_ . ! NEW PO ER 5 T PWR ESMT `` 70 T /N �W NEW PGLE _��_ A DUIT %; # NORTH ELEC. M�E ft!€� .• _BpBi�: 3/ I NEW 4E Op / 6 T j •' ' / h�/ o` �— sP en / < ALBEMARLE COUNTY, VIRGINIA EX. OH � 8:. GV 6� /i '.. O TO REMAINb ; 1" /:• ' P g SUBMISSION: 2020.03.23 REVISION: EX. POLE %i I _`u'u�a,u /13 CuHDPE E 1 4 3.1% ; / 1) 2020-06-03 OFFSITE SEWER PER Qr� EX. 8..'/P 8 u` / V,-529.40 \ 0 2 2(]20-09-15 SDP201900064 a%� n a,u` , DITCH 2A d OP N oss / , v-szs.0a SPA Ce 020 09 25 8 G ;^ RELOCATED '� o�u�o"u - - - - - - 0 ) - - 3 - ECOMM EX- NLih J °W, 10' PUBLIC 3) 2 ZziL I orru_orru� °-'-- �� RAINAGE ESMT GA \ CLASS . EX.OHU P-RAP°'OV€Ro„u TO REMAIN MIRAFI 140N FABR�'° , dau_aNu GUY I EX. OH u ro Ex. POLE FILE N0. REMAIN a,°"� T&T Dui MARKER 19.029 E G. P C:I { - - UTILITY PLAN 30 0 30 60 90 Scale: 1"=30' C4 _ v I TW 508 BW 500 10 T 1 \v / Co-) _o� 08 vv v �v vv v v v V _-- --- v vvv v v v vvv TW 506 W 512 BW 500 B 506 A AV A V A V a V A A V A A TW 5496 U 506 Bw nu \ \ \ \ 5 21cR�S40pF 9p 210LF DISTURBANCE OF INTERMITTENT w 5 STREAM SUBJECT TO NATONWIDEI18 I BW 75 vv OS — NONREPORTING PERMIT CONDITIONS. V /i Bw 518 ERMITTENT 3 �74 EG \ ' O 16 04 � I \ OR 7 - i AJ _ _ -i J I- - // SIDEWALK FOR ROAD B, STA. 12+50 TO STA. 14+13) v 2536 S WILL BE CONSTRUCTED WITH v S FUTURE PHASE 2 SITE PLAN. -- \ — Br 1 -a IS�. O / / 3 / — — S \ / do 2 \ — \ 1 � X-4 10 I I �ry \d 371 / \ S2 �• 24 49I —--- ---- / -SHIMP --— i ENGINEERI G� tiN 26 �" - - _- - - - -- - -- / - _-_ - LAND PLANNING -PROJECT MANAGEMENT / : /• ii ' 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM / it ✓ i 3J , s / 75 h S \s I Ro 0 46 k O - F — ,�� RQ A /• • � \ 32 FE , / I � p ,'� o� FF� U JiJs M., 3191 �3 ,' v � • / S2g, Lic. 'q. 4 51 &3 nn I � „O FE�3 ' � � �. i 32 • � �° ' //t: � e �p ' r 9 � � � . a / •�lSY4�b ROAD PLANS FOR __ �_ /_ _ .,.•-- _ ,?.�4 ,, / , �- %/ s3 �, _� _ _ - . >�I � I I /�`'`�� F, �,--- � � PR FFIT ROAD TOWNHOMES NEW OLE-.— _ NORTH—g& 4 37 NEW_PAE ' I ` \, ALBEMARLE COUNTY, VIRGINIA TO REMAIN i \ o Bk6 - i" f\534, o o / FFF oy 'Il / I MISSION: 20 3 23 / '� SUBMISSION: 3/4 20 0 REVISION: EX. POLE / / l / / / / 1) 2020 06 03 • 30 ' 2)2020-09-15 i „29 _ 3) 2020-09-25 4 — - ° 30.. ". 31; z I U� TO REMAIN _0ryuau / \ _ ' I EX. OHU To °EX. POLE � \ FILE NO. REMAIN "D .T&T Dui MARKER 19.029 EX POLE GRADING PLAN 30 0 30 60 90 Scale: 1 "=30' C 5 INTERIOR STREET TREE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Caliper Quantity Total Height(ft) in 10 Yrs Canopy SF Total Canopy SF • Large Deciduous Tree Fraxinus pennsylvanica & cvs. Green Ash 1.5" 6 35 604 3624 OCLT Large Deciduous Tree Quercus shumardii Shumard Oak 1:5" 12 31 329 3948 rKv% <� Large Deciduous Tree Quercus bicolor Swamp White Oak 1.5" 16 31 299 4784 a ?„T �S Large Deciduous Tree Zelkova serrata'ViIlage Green" 'Village Green" Zelkova 1.5" 16 31 452 7232 TOTAL: 50 TOTAL SF: 19588 PROFFIT RD STREET TREE SCHE[ 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 151 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 AVOII 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 NEEC MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. 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 = 0.625 AC +15036 SF SHADE TREE CANOPY PROVIDED = 0.345 AC +19588 SF INTERIOR STREETSCAPE CANOPY PROVIDED = 0.45 AC +4560 SF PROFFIT RD STREETSCAPE PROVIDED = 0.105 AC TOTAL = 1.525 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 12 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 Ib/acre): Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoporium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghostru m nutons). MCI Scale: 1 0 40 80 120 MP ERING� CT MANAGEMENT 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM .6fTEf �, 4 M.. SAMP > No. 45183 yLAW ANAL �NG\� r ROAD OMES UNTY, VIRGINIA 0) LVLV-vz1-L0 FILE NO. LANDSCAPE PLAN 19.029 C6 SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO COOOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1"OF MULCH ON TOP OF ROOT BALL ROUND -TOPPED SOIL BERM 4" HIGH X B" 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 213 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL 3X ROOTBALL DIAMETER 1 )TREE PLANTING DETAIL C] Not To Scale FINISHED GRADE EXISTING GRADE L 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 ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATEISOIL 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 SOUL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. r SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. ORIGINALGRADE EXISTING SOIL 3X WIDEST DIMENSION OF ROOT BALL► TREE ON SLOPE C 25% (11) to 50% (2:1 C] 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 NOW 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 C_*_1 =- I EXISTING OR PROPOSED I EXPANSION JOINT SIDEWALK OR SIDEWALK SPACE A 2'- 0" w L a EXPANSION JOINT w E w eE w In L U yl 0 TT .i CURB INCLUDED IN ti rc P A ENTRANCE GUTTER K i w In �Q FLOW LINE EXPANSION JOINT ENTRANCE WIDTH DESIRABLE MINIMUM 16' ABSOLUTE MINIMUM IT EDGE OF PAVEMENT HALF PLAN t, � CC-99 WIDTH OF ENTRANCE a I LIMITS OF PED. ACCESS ROUTE ® o LIMITS OF PED. ACCE55 ROUTE IN UNPAVED SPACE III NON -TRAVERSABLE -' UNPAVED SPACE PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT-OF-WAY IS REWIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING OR PROPOSED VDOT RI T-OF WAY. �2�Q� .- .n. .n. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT o.o ce o 4 ooq • a o PATH CONNECTINGCA ALL ACCESSIBLE ELEMENTS OF A CM FACILITY THAT BE APPROACHED, ENTERED AND USEDADJACENT ROUTE SHE SECTION F-F BACK OFDCURBI MNIMUM WIDTHANSAF SHOULD W- IF ROUTES MEG PROVIDED, AMMINIIMUMS4' 2- 0" IS REQUIRED WITH A MAX. 22 CROSS SLOPE. I WHEN USED IN CONJUNCTION WITH STANDARD . p, • n. n CG-3 OR CG-T, THE CURB FACE ON THIS , STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. o0 o4a4 oYe UN PARABOLIC SECTION E-E P V pIDEl SALK CURVE NORMAL GUTTER ® ® _----_ ®--__--_-__ xx 3" X X - �.^ . �. • �. • �. • e- • t;. • >. - e. - e. AT 0% TO 10% CHANCE 4b4"44 Z7 b�a4'4o4b- - ?e464">040• 04 CLASS A3 (H.E.S.I CONC. ' e• 6" ACGR. BASE TYPE I SIZE 218 a� e. • �• • p• S'-O 12% MAX. SLOPE 3'-0" ® POINT OF GRADE CHANCE • I:. • I;- • n. FOR CURB AND GUTTER ONLY ar qe oNNo l OR SI K C GUTTER x x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY % SECTION D-D SECTION C-C x x x 3 MAXIMUM! IN SLOPE FOR ERVO B X MAXIMUM DECREASE FOR SUCCEEDINGG MINIMUM 1070' Q MINTERVALS SPECIFICATION XV00T 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 01I13 203.02 Crrnly tit Albrnlarlt C4antenalien Plan l llocldlst - To be phrrd on I andaspe Plans lilandrMNTI. pp 111.21IJ-111.2417 rnr rnnmJrir %perifirarinaH I I M fulhw lee prim ahnl111e ahetrr ON the MIA n I TIYCI L, us- Tdvc%L a Limitct Imring lCl1l11r1liC dtlplklClTt TGp IO tY Fi5etl1, ( outi0tl and type a prut=,siC ILACIIIII• d titttdtr churM rcgLlmnp tees Isat Is ne wally Proso med wrichinli or tmw.f Ing beyond the llmttt of cicarmia - ylarhlnra: !� t,l rtxs III tt[ snvrJ .boll IK IIta/11111Ai[h ryrnt Ile 11hhu1 Iu a IMlght c rcarly viyhk io rtluautlrul soualu s d Nu tirmilmti distil IvIpm Mrru l the all Intl his Wren rnspcated and appnlved by a Cuunh iaspecalr t Prr-Cnnstnrrtion Cnrrerenee. d Trce vmc man.ln and pontecnne nwasurer shall bt rnicwrd with the mitructai On alC L C4mirtarat Operation mad Staraea lied% j C(IUIPOILIT, %, J14UiA 1:117IL mid sLw4v sit 1oTimiu Itnn nustvlall, IIAIUdw; •o4l Oust Ma lie ivniti ncd Mithin the dNpl4uci Ul IFeef W be ti1t.! 5. ! AQll t9HINl *I'd SELN'Inrs[d' i)ullthm DcOrts; / 0 -,101 IltN aC s&All INN{ mlir.%rh III ❑ro Ml he AUVV41 6. LIAR d tire, am aaa punnnaJ atthln IOU tee[ at the drq%hne ul rnl at ix savers 7. ruUcNiskrilb, 0 Tacit indivitims shall nlK in 11111TI 101111m fit" It-cf olthe dnplum of tirc%to S. savcd it. Praiea0lt testing: d T%-c L h, I-r; Lamas aorhin At' Feet 41 pinpossed L111ldme or pfadinp activity 0411 be pnileeted by luting d tcn:lnu .Tad f1c in p1we " dull be inwilcutil and :yglruvdd fit a Cmarts lagwctur pmr m araltnK nr aNtntoluclaal N I rive ells- d yA-hLn dre gntrtTld Imel Final he ral ml 1Mtdna the drrpiino of a ITG to he naval A I= well sled be ryovidod and a canstrl►xwn det al sahmir� fx Aopntval to. 1 rer N sills: Id N lien die ground level mini tr Inwried . nhut III dnphnr it utY lit bs mvild- it tine aali atmll be ntevided: onJ a cunstnA non LLIa l %ohmVited for appr„rtl I I Trrnehlnr ml IiinnelrnE: d When Imncluny le Icyuiruo within the ItmR4 m :haring it dull ire dome L to ats'ay front the tnvdr ottareea Ma potsrltir TLUWmhng ivitlet it 12W Irttr %hall he enttldetad its in nhernative whrl it is antcrpelcd that ritt:c aRy Ireatflivill will desinty femI rrloh IIrrnun. - (7 FIrtneceive fl:ixmg shall 6e the Iqn illYiw rmtrnrLl tturtpa the fins) cleuwp. 13. f)amaaad Trees% 0 Darn,ayctl LTgo shalt �'la:alc-d ImllfulAAtell bj pnhld.r. fa'H/l Ugl14A11 tH 11d1u rnctlrTd% KClntll YrwJ41 by • nCC Ipcv Latin �rlTl, I'r IS 1H[ DL'T'FJ.OIM.R'f. RSP(/tCfRll.i'h TC/COP1f-i.R 1A I I H'INV Cori 1 R v("r41R O\ TRRf C0%_vA'R1'.4MON REQI-iRCNFI 3 .,7l /4: � V rev% ♦I" R Sly.. TT RE i0.1Tr-t CO\TRACT PE-RCH. Ak.iFR SIrN TITU RE 10A T F.1 5?1Na POI 1 d I 5 TREE CONSERVATION CHECKLIST C7 Not To Scale SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM u JUs M, sHimp > Lic. No. 45 183 Q i �Q I _41SSIONALAW L NG\ ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 2) 2020-09-15 3) 2020-09-25 FILE NO. LANDSCAPING & SITE DETAILS 19.029 C7_ Z oO� 0 0 -P 2\ 540 535 530 525 520 515 510 505 500 495 490 M W 4 P 545 540 535 530 525 520 515 5110+DO N W q'W as as ?VI SiA. 10 -45.00 -' 1 26.65D --� 1 .38K- --- al- - - - - - - EX. GRADE --COVER ------- "' a: t0:5 tF-PtPE NOT SHOWN- s- ROAD A CONNECTION- A�Ex.-s' WL 54' PUBLIC ROW - 25 MPH DESIGN SPEED AADT=586 1e=30' HORIZONTAL 1e=10' VERTICAL s rn In ri R i m M M n In In - - - 4Q1-iir8"-INTER • -- - -- _- ��-- OUTLET TOA4A W. - -----_ --� 4" SCH 40-PVC - ZINC�OATED CLAS VALVES -AND FITTINGS 52 DIP WATEROLINE� PER .PLAN -sroRM _ T SAN. - CROSStN-- CROSSINU - sAN,_ CROSS � - - -STORM m nl MPq M� � In In �i{2p� Ni(x7 N uJ a6 ro I M.N I+�N I[S In,.uJ � 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 / / / •/ •/ _, 1 1 1 61 91 1 545 540 535 530 525 520 515 N aw <- - co � IVY ETA. f3+21:QQ� � - PVI_ELEV.324.OE� _ - - - --- __-- 2.029e COVEfF. -------- - 41ODVG _ 192.14-SO o - ` ,d TE�O-' �%EXFE'RIOIi'�ZI N R MST -f , ZI-�_ -. - -- - MIN TEED `� V LVF� AM1Ip COMPACTED--i F NGS�PE P - E F... 7 B$ I ROAD B �� -�� 54' PUBLIC ROW 25 MPH DESIGN SPEED AADT=586 SS1NG' G - .� 7 7 7 0 7 0 -��e� �� 1e=30' HORIZONTAL 1•=10• VERTICAL MIN. 95% i. COMPACTED FILL_V I. I I p EA NIY O� In OI, M m'� o Cd O n ItJ N a rn yJ Y O* N �p O '. Eli W 81,0+00 10+50 11+00 11+50 12+00 2 ROAD B PROFILE C$ SCALE: VERT: 1"=10' HORIZ: in=W 540 535 530 525 520 515 510 505 500 495 490 14+50 5 GENERAL CONSTRUCTION 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 pion 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 mode by the County. The contractor must notify the Deportment 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 slope is 2:1 (horizontal; vertical). Where reasonably obtainable, lesser slopes of 4;1 or 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 are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail maybe required 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 rood 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 acceptonce. The speed limit is to be posted Smph 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. TO dt v TGam O co-+ ��,%�K � TGP OF Cln PAY LYR9 Po Itt%C/ll M ,rvAYmrt aEMi wm2as° umnE �HOw / ME / COMBINATION UNDERDRNN CD-1 AT LOWER END OF CUTS 7 CENTER LINE SECTION nova v2Es� / MIM TYPE ,YFLECT �'A�j -{'- TRENCH PLACEMENT OF P�Mc �% �-.�- PAYMM AWA(£ 2 RA4 WIX NAdd AL a- 4®PSE a$I y '�`i-sFuci xAiERsu nPE xaxs �L�, rtmcal a a e e e �XSR /WEMIE XB .VV60AlE m CMBIF➢ a. ss I¢Tm Xe rnro.mr, EnmEu¢+:rs EaTEmL vRWxrrF FA9XL PLAN VIEW 11-�I (PLACEMENT OF CD-1 COMBINATION UNDERDRNN] OR PAYEx2xr axwAa x erse o a o �- s®ASE aR ff7ENr sr!aiFm swlaAa EIYCT wmRa rrrcioR wawAOE emir OR LXE neEizmr NOT IMAEGAIE. x. NY.REGAIE M CM9ED a.Em 1PETWO Ea aRroAnw E0.wi]fl1rs. GENERAL NOTES +. wLss sPEmcAur eEaATm CW■IATEN uQF1a4AY! wEi xor E LaaTm AT r,E PaxT wlEx AITx smFs an sFrmAOE RE srraOEa z. TMW W svu E Fum wnw rumewre Aro rmmE%XEr mro TAlwd To WSUS CpPIL1tE55. NON -PERFORATED OUTLET PIPE J. wTIEr Prt slat dux AT M Eos a M mAvs. LAZE PAvmrT Aro SIVLL E PIILLO ON A ERNE PMI1lEL TO M 91CY1W1 4WE Y i W.IJ Y OESWIHEl 6V/!E. A. CN CVA NO GIiIER YCl1IX1A METE R n WSSHE 1V mIFAWBE PROVCE aunrrs OR ummxAws. RrEr NE ra eE Locnrfe so a ro oR.w Me DROP nErs w we101Ls. J. ax SIIPm£VAIET Emrflxx el. moa E uoex EMFE PAYEEm AAFA 'MTI WREi PpE IX1 LOM SLf Rlr. G. WVCRi FIEVAipX Ai MILT pL W WT£i flPE TO BE WYW OF 1-V' IRIYE HVEm EIFVAIAIM OFIECEINF LPM44E MCX OA STRLGn%S. M WML i,LgE9Y OeU - MCVFS J. AL CMIECIe16 R1HOW5. WYES, flC.l EIIN! PAY LYR f9R MIFF PFE aE TO E C£ M SITE 009014 SIEIUIN A4 M MLEf flF£. NWMTFSrm IECOEIX TO A4,R 03412 AT EX.. B. WRF! NE TO E ECI2ELY CMECiFD TO EW-I2g1 OillA pININ£ s.. �b xp �°OT„■,„p3 STANDARD COMBINATION UNDERDRAIN BEET I ai + IEvsal DATE (AT LOWER END OF CUTS) YJx en IOS.W Nlifll11,1 LdMIIOIT pI IRIMFdtfAINN ]M co-Y uRrs E vpr FOR PAVppIT 1L WT-ET PPE 9m19E TOP Cf M W IY � TE Ef N F%y COIFAUndI VOPNRNI'N 1 aYT' SIICLLLER Il1E Ue I mE E PAVApR COMBINATION UNDERDRNN CA-2 ON FILLS I. mv¢ I.ww.w CENTER LINE SECTION--L--B--�--------f`-- - nrtm TYPE I sucT wnma) I h+ EW[ E PAMENT TRENCH PLACEMENT exa2nER IYE '!I TOL aF Ru f Pa9ExT suSa£ a eA4 7 e e sly �roF�vAr Fm -o=po�-ELEcr wrwx. TYPExME pLM! VIEW SHOWING PLACEMENT OF CD-2 UNDERDRNN ' xm AxEurE, Xe AOseuTE OR onISIET �E '•••-I alwss EETw a mwATwx Eweicnis �,."' NON -PERFORATED OUTLET PIPE F OR �-PAVEYEM AIf6a£ \ BA4E 0 0 0 o S.FBNE OR CEiiT'i ET. 91WASE �-eELECT wiEMa irPEZ OR 51bORME MwaL MCgESS <WI-fO6 ICEIIEM OR LPE Si/BilZml %MM TE4Tm ILLLPgx6 TO blY PNtt AT 0%RSlmiX%1. XeJ ApPleOA Xe Affi1PLATE oR ralsxm Eoidnt ELMSx¢rw Xs RIIgAMW EawmvlTs GENERAL NOTES t MNCx slat E FILLm Mnl ID9IFOATE MO TINpIJKr xMO T/ZRD TO 24IPE CCWPMTM35. MmOKH YAB PAVELQR L WM1Fi PPE SXILL EWI AT M mE Of M 1MVFL lM1E PAVEYEM MO MamL��PL D. ON A ORIM PNialII M 9KKELPR 3d£ 1 % IPL lE 9yE J. ON CARS aD OVIIER ECnp15. 1xElE n 6 XPCS�E TO Oi1FAWCE RpYIIE �Y WWREi3 FOR LME9MIM6. n£Y xE i0 E LCGIm m A9 TO mMl MO DROP m-Y ILI= CR NMMfS. 2fi3m ,lWl G�Pl10tt� SIPEEIE 4. CX VAIm 9.L'12TS IEICN R i0 E NLETI EMRE PAVEIpT WEA IRIII 01 PPE ql LDN 9'!E REY. S. mYAi EIFVAI%Mi AT NI,EI FNf E NTIET PoF TO E A Iww E I'-0' /ROVE MElli ELEVATFW OF ECRYW WfMY!£ pTm M SIRIICn12 PLACEMENT OF CD-2 UNDERDRNN AT e. WL ccleecnoxs I¢eows, wrFs, Erc.r wrrl« PAY L■rs FOR Dunn WE arc TO BRIDGE APPROACH SLABS E E M sAVE anFawc rIREWcrx u TIE alma flPE. ]. aun£i f4E TO E ECLEELr fgYECTFD TO E{'-QOR OTIEE MNVOF srmc+we STANDARD COMBINATION UNDERDRAIN �voQF RO/O atl PrS6E STMLIAM em v2 (AT GRADE SAGS ANDBRIDGE APPROACHES) REvbwx DATE sm + oP I nl nROraA ClPARIAEN! OF rRaeroRTArx+x mos TYPE E PPe WEW SIIEM'm Hw.r. A• xoa sJxeren Wws. a• x011. rawer. saTx waL we 9LTpn1 waL rt TX Pa WMW m P9 HHN celses SrxocrN ttPE ff PPE H w.T. ^x2asaErLR Hw.r. e�lmu. sWlETm slOom wPu PYc .m aw slomx waL vL >o n xewx rO P91 HHH VDOT CD-1 8c CD-2 DETAILS Not '1'o Jcale Lid - Erxwre Commerdel Produeb,ine, �p,j„�g nsss,.r<,w.g.P,-r,nn„wmn xx..Al,aesss Too lrte i-966.+]l. W[O fu laLl56M5 - wRxYI.pOP�YdaCOW INs:r Remorame o,:•no Numxw, Rp<M,nwaee dze' sowTicxlMs: 4'A6'PGWCtl COdIM YHbW BCLAE Oaba-T.n rNe Remwatle Wpe' ldl Cve O,IME Rsse mq 3� 0e 's closeaP Enbednent $lPPve L YA Rebce SHF�ups HlnRlnG Lld g xm2ontnl R¢Ffocenent .A a ENO VIEV - FOONOp1mN a ) STEEL BOLLARD DETAIL C$ .Not To Scale SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM u JUS M, SiI1MP 2' I;ic. No. 45183 �9��SSMNAL �NG\� ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 2) 2020-09-15 3) 2020-09-25 FILE N0. Mai 12+50 13+00 13+50 14+00 2.0411 44 43 �..1 40 39 38 ii 1 II l0 37� I. A \� iE I -4 � 4� I I I P I I, -7 N RDi1D RD -- ---- / � N, {—� -I i � 1 I ' � \ - F-- \� --- � � I . al o, 1 I I i / NI /LOT = - N L0 a z Oi N y 0 31 y l I ! / I I A6 M PRN G '. 18 2 .0 aa— as 5� I � � � •, 0 Q N6� ee ARAG ETB CK- ✓/l� 1 \ I I a 30 rt w 6 / LOT /A- '77: \ I I A _..S.;CONC.':SIpPWAK. 52 / - I --- --- ---- L--- - \ „\ �S7 \\ V LOT I \ \\ AFE" 10 As GAS FAS— GAS —OAS —CAdd 5—CAS— 5 WSTCAS tP— AS GA. AS / 1\ I LbT I 7110Too G ��o"ITE OAI - h1 1 • �.� W --3 w-� �W —W �w v�—v� � — L �0 w\—V� 0 �� LOTS I / 53 8' DIP W Y o f 1 �x 71I 4�?UBLI 94 P �11+56 b w 9 i/ II S' - IN FR T 5 TBACK.1 _ .. .. 32 _I_ / \ .a / 54 , _ _ _ _ I .+• LOT ! �-(TYP_ 505GARAGE-ST&A'--.,_„_1_ I_ „_,._,„,GO�/Jr I\NGaaI / 1,. / / OOT x6 1, \NG .I - -1' ' \ , - tV r \ .•NO p _ ,�0 < G wI\ �__ 25' MAX ONT SETBA I I \ ePR R8,3 U _ •• 1 TeF. ON tip / I i /r N c0 RD I D RD L— 6 r ___� I I I�NpZGp �I ¢I Oo F1O,,1•I s / / i 1 .„ p 1 1O 1 T T 11 1 !�' A 6�. Ap� RD /! Y 1 UO LO LOT Lq I, 0X OT T 1 1 1 o r 3 jo 9' 00 0 V� 1 1 2 3 I 94 I V 6 �0 I a z G� .5ti9 a0 p gP� I LOT t o �� g6 I 1 � ` 1 � � � 1 1 1 i I /N� ! A I 1 1 :° � ; � n��4Np s�•:, �/ �� ,vRPF i �, ION`` T//A I25 M`A(Pj j j.11'''�.J ..'A 1 ,'Y�.. 25'"M�ONTS43ACK 535 530 525 520 515 510 505 500 L6 L6 ROAD C 550 49' PUBLIC ROW o 545 540P 535 530 535' 520 51� +- r Q' 25 MPH DESIGN�� SPEED AADT=586 4 1•-30' HORIZONTAL - 1'�10' VERTICAL ?STA. ° f- - In _+ u�, -� _ ._GRADEI > > > Q o_ a. ---- fL �5 - .- 00 36 +T`.00 - 530.50 C - _ D `SOT-CD=2 -50.00VC- t56.74SD _9:91K�Tai - - - PEA -ELI VI 529:0 -no VD C�z_ 1A K_ Val " -- CREST 3.5' '4\SCN-40-PVC MIN. - COVET 2-5351 W _. 4" SCH-40 PVC m SAC-STA.1-0+-11.77 SAO-ELEV _. _ •-`---- -------- 220 LF 8" INTERIOR CEMENT MOF ��_ - ---- TAR -LINED; "= -•- - S -STA.12+08:- G EEN V:529_g8- VALVES-AND FITTINGS PER PLAN TORM- IN CROSSING 1 +00 10+50 11+00 11+50 I ROAD C PROFILE C9 SCALE: VERT: 1"=10' HORIZ: 1"=30' o� [p NJ o� (p N M cp [p (O +� 12+00 545 540 535 530 525 520 O o� CV M ws p� N N u7 M ifJ / / / / / z s i m i i / / i 30 0 30 60 90 Scale: 1 `30' P PVI ELEV. 526.80 a 190 09SD 12 _ - `>�' `>�' PVI STA. 12+72.00 PVI ELEV. 524.40 N w _ EW 11 ADE CREST STA.11+59.14 CREST ELEV.526.55 _2.16; MIN. 3.5' COVER '20VC 206.57SD VDOT C 25.16K-Val OUTLET 4" SCH -2 TO 84 W. 40 PVC f 1.27i — - bKAUL - — SAG STA 2+83.16 2DDLF-�"JNT€RIO G ELEV.524.75 eR z VALVES AND FIT3NGS Kp V 0 g Q 0 v Q 0 v v v '7 0 0 0 '7 0 STORM `7 MIN. 95% _ ROAD D -C-MPACTED � 0 FILL 49' PUBLIC ROW _ 25 MPH DESIGN SPEED AADT=586 1•=30' HORIZONTAL 1=10` vmncAL 4 it+o0 10+50 11+00 11+50 12+00 12+50 13+00 535 530 525 520 515 510 505 500 m US 13+5U5 ", 5IN t0 12 irrhes MIN 4 R MIN, TYPE 3 BARRICADE ** MUTCD 6F-7 DETAIL C9 Not To Scale race or Curo Invert Llne r 1• I �p • D• • D D•� • D D•�� e e e R•J25'— � �� Rot1top Curt, z ROLLTOP CURB DETAIL C9 Not To Scale SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM "e u JUS M, sHimp > Lic. No. 45183 MNAL ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 2) 2020-09-15 3) 2020-09-25 FILE NO. ROAD C & D PLAN 19.029 2 ROAD D PROFILE C9 SCALE: VERT: 1"=10' HORIZ: 1"=30' ■ SHAPE TO ELEVATION OF Mo-RONr OF LARGEST RIM. SHAM TO CONTOUR MPPE- I ' I 0 8TOToRxN To INVENT SECTION A -A METHOD OF TREATMENT IN DROP INLETS SIHN G OF MAHOLE AND ET NN VFATS ACCORDANCE WITH `�'\ THIS DRAWING IS TO APLY TO THOSE S1RUClURES SPECIFIED ` .SLOPE TO BRAN ON PLANS REOR WHERE INVERT OF PPE IS ABOVE AVERT OF 1 TO AVERT OF' STRUCTU. t• J�j OUTLET PPE GNAWING. OR MOP NET 5 TO BE FORMED AND CONSTRUCTED / N ACCORDANCE WITH APPLICABLE STMIDA3D M SMGNAWING. / THE INVERT SHARING AS DETAIM HEREON IS TO CONSIST a A / e PMTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS A3 M / GLASS Ct, EXCEPT THAT 25% OF COARSE AGGREGATE MAY SE LP TOY N DIAMETER MO CONSIST BE STORE BROKEN MICA, ' ALE BEESOGRECXEIS.KE1!4 `;i:'.. ..:3:';:BROKEN LEFT MOTHBYY MSMWNONOM OF THE COMM KGRECATE SKILL REMAIN EXPOSED. - _ XTALS OF INVERT CH M M SHOWN PE ARE FOR E%APLE T$ _ -- fJr I - ' • I PINPoSEB 1' To ESTI MANHOLE M DROP NET I TO BE ET NDMWRAI TO BEST m WE PARTICULAR INLET AND WHET CONFIGURATION AND FLOW LANES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES RDAC / xv=r STANDARD METHOD OF SHAPING ° SHEET 1 of , REVISION! DATE MANHOLE & INLET INVERTS 3Dz 106.OB VIRONA DEPARTMENT OF TRANSPORTATION IXN-IT GENERAL NOTES: L THE DETECTABLE WARHNG SHILL BE PROVIDED BY TRUNCATED COMES. 2• WDEITHH S REE�� INTTEGGRRAL S�AACY CONCRETE THE All WIDTH OF THE RHP FLOOR BY 2 FONT N LENGTH N TIE DIRECTKIN OF PEDESTRIAN TRAVEL. OTHER TYPES OF IMTERIAL WITH THE TRUNCATED DOMES DETECTABLE WARMING MAY BE USED WRIH THE APPROVAL OF THE ENGINEER. 77TYPE A 7�� L LW ORRBY MIND PERMR55BLLE YCONSTHUCTTIONMMRIT WTHKREWIRED BARS. PERPENDICULAR 4, PUT Ri✓G R.RAED SSBLBMLC N BE CAST NEDRKE TM �D VLEL .ION SNT SO PRECAST RAJB FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 1N 5. RECUND BARS IRE TO BE NO. 5 % 6" PLACED 1-CENTER TO CENTER ALONG A DIAL BOTH SIDES OFT RAP FLOOR, MID -DEPTH OF RMP FLOOR MINNUI CONCRETE COVER/('. a` 6. ORB / CUM ANDGUTTER SLOPE TRANSITIONS M,IOENT TO CURB RAPPS ARE NCII N CURB PAYMENT FOR CB / CMB ND GUTTER. TYPE B T. CURB RAPS ARE TO BE LOCATED AS SHOWN ON THE PUNS OR AS DIRECTED PARALLEL BY THE ENOWER. THEY ARE TO SE PROVIDED AT INTERSECTNS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY POSED OR NONE%STENTB THEYRMOSTi BEFLOCATEDRSIDEWAUK IS WITHIN PEMSTRMITING CRESSWKKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT PONES 7 HYDRANTS. MOP NETS, ETC. ACCESSI ROUTES PROVIDE A LVTIITINU KM ; 1` UNOBSTRUCTED STABLE, FIRM MO SLP RESISTANT PATH CONNECTING ALL ,2A? MAY` ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED. EMERED 6 AND USED BY PEMSTRIMB. S. RAPS MAY DE PLACED ON RMUIL OR rMGENTUI SECTIONS PREMED THAT TWIN AT F NGHER THAN WE CURB OPENING IS PLACED WTHN THE LIMITS OF THE CROSSWALK AND PAVEMENT THAT TH SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AT X . SALE AS TOP M CURB 9. TY C NCRETE AL IS ♦' TACK. WHIN TpHPE�1TIETHROE RARcANNOT TYPE C KTRIc�P[FERTTo si cWc-NV MCENTB CFR MTEIjTRNHCE (WHIE AVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH. V. WHEN CURB RAPS ME USED IN CONANCTON WITH A SINNED USE PATH, TKE MHMN WIDTH 91ALL RE TIE WNDTH 6 TIE SHARED USE PATH L6" - 24• TRIA CI DOLE Sf 0 O O O O o 0 0 0 0 0 G 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 c a, _ 0a00 0 0 00 00000 oo'J O3• 0 0 0 0 0 0 0 0 O O O O O O O Z OZ W 50Y.-65%OF BASE DIAMETER 0 0 0 0 0 0 00 00000 003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.8•' - 1.4° VARIABLE BASE DIMETER 4'MINIMUM. PAY UNITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL DE4 CG-12 DETECTABLE WARNING SURFACE W GENERAL NOTES VR(W6A MPATHENT OF TRANSPORTATION �Z 45 DOWELS, V LONG A ERM5SIBLE AT 12" C-C CONSTRUCTION 5-MIN. MINT 121 MAX 1T1 NM � B� r B RA! SEE TABLE) TRWED CATDOLES A SIDE SLEET 1 OF ♦ FOR DETAILS 5'-0" MW SHARE TO YATCH FACE OF ROADWAY CUB BACK OF CUM GO •1 4 SECTION A -A RMISSIBLE CONSTRUCTON DINT •SECTION B-B NOTE: FOR GENERA_ NOTES ON THE DETECTABLE WARNING SMFACE. SEE SHEET IBE 4. TYPE B PARALLEL APPLICATION ROMWAY GRADE IN PERCENT MNMW RAMP LENGTH IN FEET 4" CUR 1 6• CUR 0 4 6 1 5 2 S 1 B 3 6 9 4 B 12 5 is B 14 1 15 END -SECTION 12" - 60" PIPE - 1U3 ENDON OUTLET END-SECTKNS .POGO EN) ON NET END -SECTION _ M CONCRETEON� TOO BE E PLAN` ` E C B BE rAelc 6E �x A A D E _J MISTER L_ PIPE PAY LINE CCY•TIFIM Y_Y SARI VIrW END SECTION DIMENSIONS >IPE DIAMETER A D C 0 F IT 4" 2' -0" 20" 4 0' 2'-0" 15" 6" 2- 3' P-B" 4..0• '-6. ION" 9" 2..3• T. P' 77 TO 21, 2' I1.. I.Y. 5.0" Y-S. 24.• 3..7' 2•- •• 64-Y4 4•-O" 2].. p .. 4..0' T-T. .-L. 4.-6- 3W ,._D.. 76.. 1._7 ., &-I 1, 45�3n.. 2._3 .. ,._ .. 5._6. M- _3. 2'-D •• R- 6"0• 42" T-9' 5-31 2-11" B'-Y' 54.. 2.- .. 5..5. p._ 6._2 p_6. .. .-Ir ..-i .- F S.-Y. .- .. ALTERNATE END -SECTION 12" - 60" PIPE es NO WNAEI EEIDM YCLTTIO'li ONS IE % 9ERaW_ _ PLAN �C a�-B BNAEIER OF PPE "fox. STEEL FABRIC REINFORCEMENT J_ A D E PAY ENE END VIEW SECTION X-X END SECTION DIMENSIONS WE DWAFTER A B C D E 15" 6•• 3•.10- 5•q- 2•.64 2V 9" 2'-n" 3'-2" 24" IO" a'-J" 2'-B" 27 35 36.. L.3.. 5,-3,. T..p " 8',Y,.. 6,_D• 42" r.g" 5'-3" 2' 11 B'-2" 6-6" " 5'-S" Z11" e'-4" ]'-6" ..8.. 3..3.. 6._ 6,_0,. A L w e MESS SOME SECTION A -A SECTION B-B 1. THE STANDARD SAFETY SLAB (M-1)IS TO BE USED MY WHEN SPECIFIED IN WE PLANS ON THE DRAINAGE SAMIMY SHEET AND/GR WE MANAGE DIORSO ION. FOR MANHOLE JLNCTION BOXES MO DROP INLETS WITH HEIGHTS BEATER THAN 12 FEFR iME SPKI OF ADJACENT SIFE�T SUBS SHALL K WTO IT WTH NO SFETY SLM LOCATED WITHIN B MET OF WE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SWLL NOT BE LOCATED BELOW MY INLET WE DE M' DMJETER OR (NEATER. 2. THE COST OF THE SL-I IS NGLLDED N THE COST BE WE ST1IUGTIIRE SEE CAST N PULE DRANNDS T PICAL CON BETE SAFET SLAB FOR DROP INLETS FOR FOMENT DETAILS NOTES: 3. ACCESS OPENINGS IRE TO BE STKGERED FROM ONE SIX M STRUCTURE TO THE OTHER WHERE APPLDABLE. STEPS ME TO BE STOOERED ACCORDINGLY. 4. SAETY SVB MAY BE EAST M PREC1AHl'. CART-N-PEKE CONCRETE TO BE 65 SAS 6 C aC TYP. 1.4 - PAY LN L PPE LENGTHS SHOWN ON PLANS ARE BASED ON END-YCTIDN MGM SHOWN GLASS U GOOD PSII. PRECAST CONCRETE 5 TO RE M (4000 PSI. REINFORCING STEEL TO DE IN ACCGROAMCE WITH AASTO Mal. - - MR_tF7. ..,..;�''I.W ty'.'4.. •( '•• .•• . ON THE LEFT. F THE CONTRACTOR IVN ON TO USE THE ALTERNATE WILL DESIGN SHOWN ON 11E PoGHi, LENOTMS WILL DE REDUCED BY THE BFFEIENCE N DMENSXN 'T-% 5. ACCESS M 347' T MAY IE SO" ENI G SH M 30• SOUME. WHEN (STRUCTURE WIDTH IS LESS THAN 3B' THE ACDE53 OPENING SHILL X RECTANWLAR ISTNUCTIAE WNDTH BY 30• LONC). TYPICAL PRECAST UNIT ul xv=r SPE°`C"' FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS ROM AND BRIDGE STANDARDS Y C Y REFEREN -2 V0.'(:1N,A DEPARTMENT OF TRANSPGRTAI J.0 V. T/Ot SHEET 1 OF 1 REVISION DATE MANHOLES AND JUNCTION BOXES 302 02.01 WRGINA DEPARTMENT M TRANSPoRTATDN e aNG B I(�L M�/'. MM B -..j TRUNCATED DOLES A SEE SHEET 1CF 4 FOR DETALS 4'-0' BACK OF CUB CI+1 IWO 4BAMM. 20:1 SECTION A -A �2'1Nh••� ERMISSBLE CoxSTRucnaN JOINT ' SECTION B-B NOTE: FOR GENERAL NOTES N WE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. A 4-SQUARE LANDING _ AREA DOME OF TRAVELWAY SHALL Y BE PROVIDED WITHIN =2 THE MARKED CROSSWALK MEA- CG-12 k � 01M 10:1 M ALTERATIONS Y 3 0 ( U TYPICAL PLACEMENT DIAGONAL VARIATION AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS OESDN TO RE USED FM CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDINGI""'WIDEEQUR ) RED AT TOP OF WIN RAMP, MMMU4 CURB RAMP LENGTH 8 FEET FOR NEW CONSIMCTDN 8 FEET FOR ALTERATIONS. sxEET 2 M a IRS CG-12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION NEW ,/DS VIRGINIA DEPARTMENT OF TRANSPORTATION 203.OSA A I SIB PERMISLE CONST. T ION ,DINT Q _COS 0 AtJ SEE SHEET tMME4 FOR DETAILS 0 1 TANGENT PLAN U = STD. Cat II II BOX OF 12 : 48: CROSSWALK 20 +I TYPICAL PLACEMENT '-:' AT INTERSECTION •ram. WITHIN CROSSWALK SECTION A -A NOTE: FOR GENERA NOTES ON THE XM TEECTLE WARNING SURFACE, SEE SHEET 1 OF 4. NOTE: THE REWIRED LENGTH OF A PARALLEL RAMP 15 UNITED TO 15 FEET, REGARDLESS OF THE SLOPE. CG-12 DETECTABLE WARNING SURFACE 502 TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION PARALLEL APPLICATION TYPE C & PERPENDICULAR ROADWAY GRME IN PERCENT MINIMUM RAMP LENGTH IN FEET Y CURB I 6" CURB 0 2 1 4 1 2 5 2 3 5 3 3 6 4 4 6 5 5 10 8 ] 14 ] U 15 5 a CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP WE SELECTION OF CURB TYPE AND THE CONFIGURATION DE THE UTILITY STRIP MAY VARY TO MET EXISTING FIELD CONDITIONS AND ROADWAY 0 OMETMCS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. �I, MAX 1MU $a 5 XX ]2'-NNN AT ,X .2" XIGNER THAN -[\ AVEMENT AATT,KX.GE GE FSPME AS TM DE CURB THIS COMBINED UPMALLEL & PERPENBCULMI DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLORM SIDES WITH 60" X 0 MIN. DIMENSIONS. THE SHORT PERPENIN ULM RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK GR CONNECTED TO WE SIDEWALK WITH A WARPED SURFACE. NOTE' WE REWIRED LENGTH OF A PMALLEI. RAAP IS LIMITED TO 15 FEET, REGNINESS OF THE SLOPE. 3 OF a SHEET 4 OF 4 CG-12 DETECTABLE WARNING SURFACE Y.T/OS REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 203.08 7w.0] VIRUNIA DEPARTMENT OF TRANSPORTATION CF 11 OI-3/} 3B, 3C EXPANSION KETED -ION DETAILS OF INLET XNT_ CONST. ID S (RADIUS TO BE AS I '"Y C Al uSTREET APPROACH SANE SURFACING GENERAL NOTES SHOWN ON PLANSIyI DI AS MAMN ROADWAY (WE NOTE 3) 1. WREa USED N LONAMCTIM WRH STADAD LC-3 -14 - IRABUS TO AS OR CC-MTE CURB FACE ON TINS STANDARD 6 TO PLANS) SMDWN M 0.A1151 K Ap,MSTEp TO MATCH THE MOWTIBLE CWB M-2 M IDI L COFOURATDN. _ _ _ _ IKE 2. SEE STANDARD MCI FOR CURB RMP DESIGN TO _L / e 0 SIDEWALK USED WTH TINS STADMO. - - - - �SI(ME� NOTE 5) oPRIONK UNPAVED SPACE ]. MANW PAVEMENT SHALL M CONSTRUCTED TO 11 PLOW % R/M LINE (EXCEPT MT SUBGRADE ST/BLBATT ---- �M REWIRED FOR MARACA PAVEMENT WHICH CM BE OH E%PMSON OLRTTED N THE ENTRANCE.) JOINT JOINT 4. ROW CORE OR COMSRUTON WRB AND DOTER SHAD NOT BL WNSTRHDIED BEYOND THE R/W Lin_ AMR 11 11111111r-a m� NOTE: WIDM "B' 2'-0" M M IOU MA9UW ROADWAY EXCEPT FOR REPLACEMENT PURFRI r� SOWN ON TYPICAL SECTm A� I PLAN VIEW ENTRANCE NOTES �'-°J.B' 2'-6" 5. WHEN THE ENTRANCE RMM CANNOT ACCOMMODATE THE TURNING REQUIREMENTS a ANTLPATED HAW TRUCK MNLJW ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SDEWALX & WIN RAPS. BM ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12". EDGE OF EMSING PAVEMENT (AN DETERMNED IN FELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROP05ED ASPHA.T LATERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SMGRME CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXITING SMBAE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 Y INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) N MI IDENERN1NDES R GREATER EATEE NOTENECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS NOTES, 1. ASPHALT PAWMEXT WIDENING SHALL HAVE A PAVEMENT DESGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY TIE ENGINEER. 2, THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WDEWNG SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAYMENT. SUBSURFACE DI OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADMESMD IN THE PAVEMENT DI J. A MINIMUM! OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LAVE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHAH BE SPACES NO MME THAN 5W FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL BE HUED A MINIMW DEPTH OF I IN. AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. VNIESS WAIVED BY TXHE ENANEER, 5. THE ENGINEER MAY REWIRE THE MLLNG DEPTH M THE E%ISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LBMTS SHALL SE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. ]. FINAL TRANSVERSE PAVEMENT TIE4 SHALL CONFORM TO THE REQVNMENTS OF SECTION 315.0W OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE-IN LOCATIONS SHALL BE TESTED USING A D FOOT STRAIGHTEDGE N ACCORDANCE WITH THE REQUIREMENTS OF SECTION STS.WIPI OF THE SPECIFICATIONS. `""' ASPHALT PAVEMENT WIDENING ¢FMRENE ROM A30 BDocE STADARDS s1EET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC IS 303.G2 VRONA DEPARTMENT OF TRANSPORTATION CG-] NOTES 1. THIS ITEM MAY RE PRECAST M CAST N PLACE. 2. CONCRETE TO BE GLASS A3 F CAST N PLACE, 4000 PS IF PRECAST. 3. COMBINATION CURB & CUTTER HAVING A ROM OF 300 FEET OR LESS (KONG FILE OF CUM)SMALL BE PAD FOR AS RIN4L COMBINATION CURB & WTTEA. 4. FOR USE WITH STABIUDD OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND GUTTER eu.�� BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CROET6A FOR THE USE OF C(I IS BASED ON ROADWAY CI_ SSFICATW AND DESIGN SPEED AS SHOWN W APPENDIX A OF WE VDOT ROM DESIGN MANUAL. S. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING SATHER CURB, THE TRAMSTON IS TO BE MADE WTHIN ND' OR THE CHANGE IN STANDARDS MIRE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTMLE CURB AND GUTTER IS USED. THE STANDARD ENTRANCE GUTTERS GR STANDARD coiNme Ew FOR STREET INTERSECTIONS ARE TO HAVE WE MOUNTABLE CURS CONFIGURATION INCORPORATED. THIS AREA MAY DE CONCRETE AT THE OPTION M THE CONTRACTOR 502 I R201.04 r'KEYED CONST.JOIM " WARPED CUTTER 2 / APPROACH OW BARRSA GUTTER 7-b D' PARABOLA CURVE (ENTRANCE WLn WITWN TIE LOURS M THE R/d5HOLL0 RE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.- , INCREASED TO )".15EE Cam EDGEOF PAVEMENT ORSLOP CHANGE - S. PLANS ARE TO INDCATE WHEN CONSTRUCTION OF A FLOW BARS FBARS E LAB LINE 6 IRED OVEE IVE GPT.0.YKtawuME SLOPE OINDE ® - - -- - p AREREWTED WTTHRKLOWABLE TEMRMCEµ CNIMR� *3" BMETERFRONT ELEVATION II/iBARS F ,DBARS E 4/NWRODWAY ---- NOTE Tl TN ENTRANCE. WEEP NGLE 6BARS BBx MA%. 0 T. ME DESRABLE AD MAXIMUM ENTRANCE CRADE CHANGESTOOTER REMOVED) TALE THESE VALUES ARE NOT APLOMLE TO STREET5 C9XI/R BENT PLATE J N SECTION B-B COMNEROA. EMRNRCE INTERSECTION NOTES B. WHEN CC-RIS USED FOR STREET COMVECTIOR THE TYPE q NOSE DETAIL SMALL BE USED WITH CG-3 N CC-J STANOMOS R L2/x %2% ® CONSTRUCT GRACE GARAGES WTN A PMNNLIC WRVS. CONNECTION MUST DE DESIGMEp W ACCORDNWTH GALVANRID AASHTO POLICY MC, THE APPLICABLE RE TS TTPE B NOSE [ETAL SHKL BE USED WTH CG-2 & W-6 STANDARDS TYPE A OF THE VWT ROM MS MI MOLDING STOPPING TYPE B /i' % 4' STUD SHEAR CONNECTOR WELDED SECTION A - A SIWO DISTANCE MONO K VALE REOUEMENTS. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68. 30 TO MOLE RCN AT YC-C. 9, OPTWNK FLOOLW MAY REOUIRE WAPNG W A CONNECTORS AD IS TO BE ANCHORED WITH 1/2" X 4" STA SHEAR NOSE DETAILS PORTION OF WTTER TO PROVDE POSITIVE MANAGE WELDED TO BENT PLATE AT 2•C-C. 2„ ll'_1IIR ACROSS WE WTENSECTW. PR, PAVE ALLOWABLE ENTRANCE GRADE CHANGES ON-3A L _I DI-38 L DI-3c �L WARPED PAVEMENT aMs A3 THIS AREA MAY DE CONCRETE AT THE OPTION M THE CONTRACTOR 502 I R201.04 r'KEYED CONST.JOIM " WARPED CUTTER 2 / APPROACH OW BARRSA GUTTER 7-b D' PARABOLA CURVE (ENTRANCE WLn WITWN TIE LOURS M THE R/d5HOLL0 RE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.- , INCREASED TO )".15EE Cam EDGEOF PAVEMENT ORSLOP CHANGE - S. PLANS ARE TO INDCATE WHEN CONSTRUCTION OF A FLOW BARS FBARS E LAB LINE 6 IRED OVEE IVE GPT.0.YKtawuME SLOPE OINDE ® - - -- - p AREREWTED WTTHRKLOWABLE TEMRMCEµ CNIMR� *3" BMETERFRONT ELEVATION II/iBARS F ,DBARS E 4/NWRODWAY ---- NOTE Tl TN ENTRANCE. WEEP NGLE 6BARS BBx MA%. 0 T. ME DESRABLE AD MAXIMUM ENTRANCE CRADE CHANGESTOOTER REMOVED) TALE THESE VALUES ARE NOT APLOMLE TO STREET5 C9XI/R BENT PLATE J N SECTION B-B COMNEROA. EMRNRCE INTERSECTION NOTES B. WHEN CC-RIS USED FOR STREET COMVECTIOR THE TYPE q NOSE DETAIL SMALL BE USED WITH CG-3 N CC-J STANOMOS R L2/x %2% ® CONSTRUCT GRACE GARAGES WTN A PMNNLIC WRVS. CONNECTION MUST DE DESIGMEp W ACCORDNWTH GALVANRID AASHTO POLICY MC, THE APPLICABLE RE TS TTPE B NOSE [ETAL SHKL BE USED WTH CG-2 & W-6 STANDARDS TYPE A OF THE VWT ROM MS MI MOLDING STOPPING TYPE B /i' % 4' STUD SHEAR CONNECTOR WELDED SECTION A - A SIWO DISTANCE MONO K VALE REOUEMENTS. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68. 30 TO MOLE RCN AT YC-C. 9, OPTWNK FLOOLW MAY REOUIRE WAPNG W A CONNECTORS AD IS TO BE ANCHORED WITH 1/2" X 4" STA SHEAR NOSE DETAILS PORTION OF WTTER TO PROVDE POSITIVE MANAGE WELDED TO BENT PLATE AT 2•C-C. 2„ ll'_1IIR ACROSS WE WTENSECTW. PR, PAVE ALLOWABLE ENTRANCE GRADE CHANGES ON-3A L _I DI-38 L DI-3c �L WARPED PAVEMENT aMs A3 I N • - - OCHE OlC'TE ' SECTION C-C ENTRANCE VOLUME MARE CHIN GE 'I DESIRMIE MANMW HFR MORE THAN too VPD at 3 % MD"M 500-1500 vPo Sax 6% LOW I LEA THAN SCO VPD S6% I EX 1 �I ---- FLOW FLOW 01 FLOW YP• 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB NOTE, ALLOWMLE ENTRANCE GRADE TOLE 6 NOT FOR USE N SAGS BOTH SIDES TO BE SYMMETRIC& WITHOUT GUTTER APPLDMLE TO STREET C0%WCTIODS iPCOTF„AI?4 RE-ERENO_ METHOD OF TREATMENT \ IDOT �"•-" `VDOT ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET SPECIFICATION REFERENCE SPECFIC, REFERE POAD AND WOX STANDARDS DS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) sHEEr I OF z REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • B' 233 ws 502 REVISIM DATE SHIET I IF t OR, 1. VIRGINIA DEPARTMENT OF TRANSPORTATION 302 WOW pEPMMNT OF TRANSPORTATION 2D3 .04 . � 4" Y,A, • . T D • D D •----------- TIE BOTTOM OF THE COB AND -� G13TT11 MAT BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COUSES PROVIDED A T' 2'-0• MN. DEPTH OF T" IS MANTAMED 8" VDOT 21A Compacted Stone Under Curb COMBINATION 4" CURB & GUTTER 711: VIRGINIA DEDARTMENT OF TRANSPORTATION 777 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE 2. CONCRETE TO BE GLASS AT IF CAST IN PLKE. 4000 PS F PRECAST. 3. COMBINATON CURB & GUTTER HAVING A RANDS OF 300 FEET OR LESS (KONG FACE OF WRB) SHI BE PAD FOR AS RACIAL COMNATDN CURB & GUTTER. 4.FM USE WITH STABUM OPEN -GRADED MANAGE LAYER. THE BOTTOM OF THE CURB AND Wl-TER BE PFS CONSTRUCTED PARALLEL MOTTO TSLME DEPTH OF WEEPNVEEMENT. S. KLOWMLE CWERIA FOR THE USE OF W-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED M SHOWN N APPENDIX A R OF THE VWT ROAD DESIGN MNUK. D I • Bn D THIS AREA MAT M CONCRETE AT THE OPTION OF THE CONTRACTOR 8" VDOT 21A Compacted Stone Under Curb COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION A Albemarle Count - As -built Road Plan Policy As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County- The following is a list of the minimn.n information required on the drawings. additional information may be requested The County only reviews private road as -built plans_ The county does not review or approve public road as-builts_ For questions regarding public roads. please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor 2. The name and address of the firm and individual preparing the drawings on the title sheet 3.-As-builf- must be labeled on the drawings with the date of preparation or revision. 4. The co» ducted location of all items associated with the road construction )oust be shone The items include but are not limited to the following: a. Horizontal Alignment - Show and label measurement points. and an interpreted 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. Measurements shall be at each station as a mimmumL and at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. any portions outside the right-of-way or easement must be corrected by plat or construction b. Vertical alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerlme over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by strilang a single line through the design elevation. Measurements shall be at each station as a minimum and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design. provide cunamre and sight - distances. Corrections may be required for alterations from the design alignment- b. Edge of Pal ement - Display the constructed edges of pavement and width measurementsat every station. or more frequently if necessary to accurately pomay the as -built edges. Show the as -built edges over the design edges- Show and label constructed edge of pavement radii for all intersections and cuil- de-sacs. Edges for sidewalk as %Nell as ramps and curb cuts must be inchided. c. Culverts. Pipes and Drainage Structures - Display the installed type of drainage structure. culvert pipe size. material- inlets or end treatment(s). inlet and outlet protection. alignment and invert elevations compared to design For scopes flatter than design- or inverts shallower than design provide computations verifying design standards d. Ditch Lines - Display the constructed location of all ditch lines. including typical section direction of flow- and linings. e_ Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents - e. Guardrail - Display the constructed location of guardrail. including the guardrail type, length and applied end treatments. compared to design. f Right of way and associated easements - Label deed book and page mtmbers for all dedicated right - of -nays. sight easements. slope easements. etc . and provide copies of recorded documents. g. Pavement Designs - label the as -built pavement and base on the design typical sections. Strike through anv 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 provide design and as -built locations and species. I. Signs -Show all installed signs and pavement marlings. Include any pedestals or other features. 4 < .. 4a 4"- 3,000 PSI CONCRETE a° A 4" - VDOT #21A BASESTONE 00000000000 no 0000 II I II I II I II I II I II I II I II I II 11= - COMPACTED SUBGRADE 1� TYPICAL SIDEWALK SECTION C10 Not To Scale II IIII I 2" OF SM-9.5A SUPERPAVE 6" - VDOT #21A BASESTONE00=R_.0L1@__L01 00000 00 ICOMPACTED SUBGRADE TYPICAL DRIVEWAY & EMERGENCY ACCESS SECTIONI C10 % NotTo Scale 3' CLEAR ZO E 54.0' ROW VDOT STD C -6 CURB AND GUTTER, TYP. 12.0' 12.0' TRAVEL TRAVEL 2.0'rZID% 0'� LANE LANE 6.0'� 5.0' z.o% 2.0% z.o� 2.0% 20% -7LANDSCAPING 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 CIO) Scale: 1"=10' 54.0' ROW 3' CLEAR ZONE VDOT ST CG-6 CURB AN GUTTER, YP. 9.0' 10.0' 10.0' PARKING TRAVEL TRAVEL 5.0' r.O'- LANE LANE 6.0''l 5. 0' 2.0% 2.0% 2.0% 2.0% 2.0% LANDSCAPING STRIP, TYP. 1.5" SM-9.5A ASPHALT SIDEWALK (TYP.) CLASS A3 CONC. 3,0" IM-19.0 ASPHALT SID 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. . DESIGN STANDARD: a 3TYPICAL 29GSROW CROSS SECTION CIO Scale: 1"=10' 1 APPROX. 40.0' ROW DEDICATIOI CURRENT BL '''" " PRbPOSED BL PAVEMENT VDOT CG-6 r'rz, DESIGN BY STD. CURB+ OTHERS & GUTTER MEDIUM EX. EOP �6' STREET TREES 10' EX. TRAVEL 11' FUTURE 2 5' ANDSCAPE 61'f� r LANE TRAVEL LANE STRIP IDEWALK i 4.0" CLASS A3 CONC. SIDEWALK (TYP.) NOTES:" VDOT 21A (TYP.) 1. FUTURE TURN LANE & DRAINAGE IMPROVEMENTS BY OTHERS. 2. POSTED SPEED = 35 MPH. 5 PROFFIT RD ROW CROSS SECTION CIO Scale: 1"=10' SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM JUS M, STAMP > Lic. No. 45183 I .o � 1:. I -• �� I 9��S� NAL Ito ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 2) 2020-09-15 3) 2020-09-25 FILE NO. SITE DETAILS COVER UFT NOTCH 12 3/8" WATER CAST IRON UD J NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. (5/8"-1" METERS) NTS FIG. W-7 TD-13 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL P1 INITIAL BACKFlLL 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 ACKFILL AS ACSA STABLE SOIL OR #68 STONE 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 ASBB Ol P) UNDISTURBED EARTH UNDISTURBED /- 2 TH3/4" / ALL -READ R SOIL (F(P) ODS-......-.__._ m vALVE 24'MIN UNDISTURBED EARTH) PLAN UNDISTURBED E4i•I•L`LN:lili € EVAPON 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 WTOTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 s WATER 2500 P.S.I. CONCRETE THRUST BLOCK PLACE 5' GALVANIZED "WITNESS "POST WITH CAPPED ENDS PAINTED GLUE IN REMOTE .AREAS FINISHED GRADE AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE DRANT MUST BE AIR RELEASE VALVE h AIRADS ITH CHARLOTTES- WHICH IS STANDARD. BRONZE GATE BRANCH VARIESVALVE BRASS OR BRONZE PIPE 6' MIN ADJUSTABLE TRAFFIC RATE➢LET LLENGTH 10L VALVE BOX W/ LID 22° DRAIN TO GRADE TT IF POSSIBLE 97 BRICK SUPPORTS OR SOLID CEMENT BLOCKS M.J. GATE VALVE LINE COPPER SOFT STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER. CAST ON LID FOR TRAFFIC 2'. 2' BEARING AREA. AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A I" A.R.V. AND FITTINGS. FOR WATER ONES 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 ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. NOTE : IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.. TYPICAL GATE VALVE NTS FIG. W-5 J to \01ill SECTION 2-2 PIPE 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 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 B. 45 2.66 2.68 2.77 026 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 10" & 12" 45 22 1/2 3.33 2.33 3.58 2.55 2.95 2.86 0.43 0.24 3.53 4.00 2.83 0.52 11 1/4 1.83 2.33 2.84 0.18. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FTG. W-3 AIR RELEASE VALVE (ARV) NTS FIG. W-9 TES BOX /jf I ,•;", VARIES WATER MAIN) M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS TO METER BOX (SEE FIG. THRU -?E). W- - I / 2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES • GATEVALVE WILL BE4'UNLESS OTHERWISE SPECIFIEDBYTHE ACSA • SERVICE LINE TOCONNECT AT MAIN WITH X'XPTEE • REFER TO FIG.W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTOFlG.W-5 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 250E P.SJ. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 1 ..._._ /4 �8. X 6" 250E P.S.I. CONCRETE ,L• '` J11 BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. f 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 80X. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT INOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS. THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. ICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 CONPRE591w ..T/V MALE K-E M-UNC f.P M+aRJVO ©TILL \1 R k- rt Itl caPrex RE ENI AL nTNCIN WI f ,J, pE51E•Ex04L SDMCE> oR uh+L eEell'BnML ANn IPPI:PTLN QNNCR I'el'„1' 1A xo G x0 SIAEM® FlTRMGS � ,, DUAL SERVICE 2 I- COI MON . 3H' MMK *K CWNIV. m MPF EWM- 1" TVIE Tt' sa-r caPPw OI FCP L:E ON ACJ1C, y FAMILY SIREPWCE WIEFE AN IFY145110N .¢Ten Is NCT rPrn3cED. SINGLE SERVICE Ix301EvnplFs gIALL Mi u9A w PVC MM. F-C. T BWN M0 - 31L'1 (iF1aE I,nCN'nIM1G - MER9 Ire BEND Mx Y--<aMdulNN srw /✓Iy'•!V rn; - r^ -`--B'+NX As 1 J// SRHa DR WST IAIOEP rK, n JIM Yrt f 13 M P,A PPC NXnnN lnuix¢sl ' L C S1 aa=t v T ;p,"1.rR`-:;,H2;^:^�:>,•I:V'� � aEc. mx xv. a> Aru+Ecnc TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A 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. J (4) 1" (25mm) DIA HOLES -I 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" (51mm) LETTERS BE CONNECTED USING A PIPE SADDLE. VARIES 0 (RECESSED FLUSH) 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2R FOOT �I �1D•a�- (1/4" PER ) 5' -10, 5' [25mm] 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A. MINIMUM COVER (2) CLOSED 1 P. ` - ' /Q 1 PICKHOLES OF 3 FEET. _ 5 1 1/2" SALT TREATED WATER SEWER [38mm] FINISHED GROUND 2 . 4 MARKER g m Z o rc i T LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) O T � 0 GI z F m � W L T '� " (2) CORED EASEMENT WIDTHS WATER DR SEWER ONLY - 20' MINIMUM - y PICKBARS PLUG END OF WATER 6 SEWER 30' MINIMUM p SECTION SERVICE LATERAL MAIN LINE44b'O -n 1 1/8" (29mm) DIA BOSS • SEE PART 3, PARAGRAPH Di SEPARATION OF WATER 6 SEWER SYSTEMS. 1 1/2' > 27 1/2 DM' [35mm] m 26 1/4" DIA 177- [ ] YINNE UTILITIES CROSSING q WATER OR SEWER EASEMENT SHOULD HE AT [667mm] 1 1/2• �]F� 25" DIA L38mm] �[� [660mm] [ 1/4" (6mm) DIA 3 1/5" DIA 3 1/a- WEE 90• TO THE RIGHT OF WAY, 24" DIA NEOPRENE) n PLAN O [505mm] VARIES R 28 7/16• DIA 5/8" 717 I-� [722mm] [i6mm] 23" OIA m [584mm] 711 t SEWER SERVICE LATERAL CONNECTION UTILITY LOCATIONS & EASEMENT WIDTHS T 36" DL 25' DIA d61 [914m m] [635mm] FRAME SECTION O.D. OF CASKET GROOVE N.T.S. NTS FIG. S-2 FIG' W-1 SECTION TD-33 TD-1 SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM u JUS M, STAMP > Lic. No. 45183 ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 2) 2020-09-15 3) 2020-09-25 FILE N0. ACSA DETAILS 19.029 c11 1 A ?A 3A 4A 5A 540 0 540 cow 535 535 530 530 525 525 520 SD 26 520 133,06 LF 515 Tn 515 510 510 505 505 500 55000 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+00 16+50 17+00 5 SAN, SEWER 1A-5A C12 SCALE: VERT. C=10' HORIZ. 1"=30' 550 550 545 545 540 540 535 535 530 530 525 525 520 520 515 515 510 510 505 505 SHIMP ENGINEERING2 500 500 LAND PLANNING -PROJECT MANAGEMENT 495 495 912 E. HIGH ST. 434.227.5140 aa CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 490 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+5090 2 SAN. SEWER 2A-2D - C12 SCALE: VERT. 1"=10' HORIZ. 1"=30' u JUS. M, SiI1MP > I ic. No. 45183 545 545 `0 540 540 9��5�lf1NALNG\ 535 535 530 530 ROAD PLANS FOR 525 525PROFFIT ROAD 520 520 TOWNHOMES 515 5,5 NORTH 55 ALBEMARLE COUNTY, VIRGINIA 510 10+00 10+50 11+00 11+50 12+0010 SUBMISSION: 2020.03.23 s SAN. SEWER 3A-3B REVISION: C12 SCALE: VERT. 1"=10' HORIZ. 1"=30' 1)2020-06-03 2) 2020-09-15 3) 2020-09-25 FILE NO. 19.029 SAN. SEWER PROFILES C12_ p o oa WL CROSSING- � SAN SEWED ROA AGSA PLA Al TO A2 FROM ADJACENT CONSTRUCTION. REFERENCE_ S FOR "NORTH PROFFIT RD" � €W GRADE � UGU CONDUITPROFFIT �ftOSSING 62 LF STEEL -SLEEVE PER ACSA DETAIL X, GRADE _ _ � ------ 155.61 LF 8" $DR=2fi-(�031% o � rn rn - 1fi494 LF B°DIP 0.51%- �. 4 of -� rn ua - � _ nLb �- STORM CROSSING a> - MIN COMPACT-E- FILL � - - Q8 >�- i CQMPACi€D I FJLL I i ` I i - i 0 � I ZNO H _ W tyi i \ - -GRADE -- Z N K - ---- - -- - 216-..-79kF 8" SDR-26-�--0.517 - - co. - — o F1:4211= 8' DIP �z o � — I I GOFiiPACTE_D _ FILL Q -�- FRAME &COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA w � NING BACKFILL SHALL SLOPED AREA � Z ONTAIN ROCK MATERIAL R THAN 5" IN ANY SION 1'-0" MAX 2'-0" INITIAL BACKFILL? 3000 PSI CONC. BASE LIFTS) EMBEDMENTHOROUGHLY COMPACTED jf6 RUBBER COATED STEEL STEPS CAST IN PLACENCHINGPRECAST 3'-0" MIN io BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN Y HAND OR APPROVED SPRING LINE OF PIPE ECHANICAL TAMPER REINFORCEDN0. 68 STONECONCRETE max SECTIONSDING6" RING SEALS 4" mIn0" aNDATION (SHALL BE MINIMUM ELEVATIONBRANCH UIRED WHEN SOILDIFFERENCE ACROSS M.H.5" 4'-0°512L ARE UNSTABLE FROM INLET TO OUTLET PIPE) SHALL BE 0.20 FEET. VARIES - CONCRETE DEPTH OF FLOW FILLETS � 2" CHANNEL TO 3/4 DIAMETER OF � CONTRIBUTING NOTE SEWER. , • 12" A FILLETED INVERT OR A SMOOTH ,�a 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION NOTE: BACKFILLED ENTIRELY WITH N0, 21A STONE. INLET &OUTLET PIPE SHALL BE PROVIDED. WITH STAINLESS STEEL ALL CONNECTIONS TO 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0, 68 NOTE MIN. 6" BEDDING W/ N0. 68 STONE BAND � EXISTING MANHOLES SHALL STONE SHALL BE PROVIDED W � BE CORED AND A FLEXIBLE CONNECTION "BOOT " 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE BEDDING OF N0. 68 STONE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. INSTALLED 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 our. TYPICAL MANHOLE PLAN TYPICAL SEWER PIPE TYPICAL MANHOLE SECTION SHOWING BRANCH TIE — IN INSTALLATION IN TRENCH SHOWING BRANCH TIE—IN NTS N.T.S NTS FIG. S-I-A FIG. S-I-B FIG. S-3 TD-25 TD-27 TD-34 _X=GRADE O N ZNCG _ - 5% o N rn o 535 530 525 520 515 510 505 500 495 490 495 550 545 540 535 530 525 520 515 510 505 500 F�l T T T I T. T T M M mM M� I 'n0 N O+cD� 3ID M� M'n ZN¢ ZNCG ion won Boa 3¢� / - WL WL CROSSING CROSSIN SAN• HGL - -- FirCROSSING SAN. CROSSING - HP -STORM m 00 .91 LF 15' 5851 LP 15' 3.0$% . __.--------'-- Oo MP -STORM N N. Q 2.93 0 o LF 15 HP -STORM > vNi� oz z_ 00 LF 10- 51.92 ® 5 39%- HP -STORM z_ — z— z z_ — H� o 181, SUMP 10+50 11+00 11+50 12+00 1 STORM SEWER Al—A7 C13 SCALE: VERT: 1`=10' HORIZ: i"=30' T D T 83 B4 B5 Z B7 I WT_ N M (V 12+50 I - OSSIN N �JL CRO l-F-15��IP-`� ORM—®�J��°I - 2606LF 15° HP -STORM z z ------ -- o0 i M II z - - - ° �9�_t_f�_ �0-8-8�7�8 _ _ _ - R a'- - OY1 - - _ NZ 1sysuuwP �7��L� �z�� —r1 0� �Q 7 —0 �777 07�7� LV-0��7� —V ��V '7- _ - — O MIN. 95% —/�—V v�—VWV—V�V—V- �V �J��/- FtL1 L �z =10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 3 STORM SEWER B1—B7 C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' 520 515 510 505 500 495 490 485 C1 C2 I 0 o z� a� -Q } O N N - ¢ z Nrr--R 3 W�ryQ� 0 o X FLEXSTORM PUR (DETAIL4 SHEE 14.30 LF 15" _ - 6""SOMP ° 36"x36"X24' eoNc eAs _ a o aw 's. - qn — RET_WALL £ -> =cso z - =o' -E& F7LL rn > 520 515 520 510 515 505 510 500 C15) 505 495 500 490 495 485 490 480 S 475 �q0+00 10+50 6 STORM SEWER Cl—C2 C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' 14+00 /11 E2 E3- 14+50 11111m_ 111111I er H e e e ®il�ll 4ee BERS PERE PVC U/D— EWAN L �4 Ipm MW 111111111111U=- 1 e: 10+00 10+50 520 515 510 505 500 495 490 485 480 75 11+00 15+00 JLU 515 510 505 500 495 490 485 480 475 15+60 13+00 550 545 540 535 530 525 520 515 510 505 13+5f0 A4 535 530 525 520 515 so- Ell Mill 510 > z 10+00 535 530 525 520 5515 10+5010 2 STORM SEWER A4—A4A C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' 535 B3 3 535 ' mo mo 530 1 o a _ iNi o 535 530 525 520 515 95% ACTED 510 505 500 D EED 44 40 10+00 10+50 5 10+00 10+5085 16+atl5 4 STORM SEWER B3—B3A 5 STORM SEWER B5—B5A C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' 525 525 520 520 515 515 510 510 505 505 500 500 495 495 490 490 485 Z f/f CL Z Ntr L ROSSIN 17-0 A�Ry�M`� o �� v 0 4 P MIN. 9 COMPA TED FILL 525 530 520 525 515 520 510 515 505 510 500 505 495 500 490 5 rr _11-11 r ill IBMll I is 1 wrl i o o c� N N p 3w I w a N W J ¢= - - - - -:- NTERSEINK-6" - ES-2-- _- --_ - -�- --e 1 -- --- - -- - 257-:OG LF 3 + 2 5' ES-2: TOTAL CEGTH- 267 LF " HP --STORM (-) _ - _ 4• -2 _ - i SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 4X227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM JUs M. s HIMP > Lic. No. 45183 A QI �_tOs 520 ROAD PLANS FOR 515 PROFFIT ROAD 510 TOWNHOMES 505 NORTH ALBEMARLE COUNTY, VIRGINIA 500 SUBMISSION: 2020.03.23 495 REVISION: 490 1) 2020-06-03 2) 2020-09-15 485 3) 2020-09-25 480 5 10+00 10+50 11+00 11+50 12+00 12+50 13+0)u FILE NO. 7 STORM SEWER El—E3 s STORM SEWER E1—F2 STORM SEWER PROFILES C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' CI / �_�-. — _ _ /' - � '. l /= for i s �•r.r / I I I/ � � %'7or � - ,. 390' — P 19 / LOT INTERSEETfOta \ / r to EX.NENPOfE Opp / /'17 MR— i O I A CF�EFr IGHf •M'.w��` .: c _ Ir— s IRAFI 14ON FABRIC'"^ EX. OHtl To ---_-- ^Guv 1 I - — - RFHAIN �W 50 0 50 100 150 - $;' . H - _~ / _1.+. Scale: 1"=50' 545 540 535 530 525 50 - HEIGHT OF OBJECT-3.5' HEIGHT OF - - = X__GRAQE ��IGIIT-DtSS-ANCELOOK1. G-LEFT HEIGHT -OF- _ - I I I I I ELEVATION - FROM ALB�MARLE - FIELD VERI ALONG THIS AREA TAKEN COUNTY GIS. TO BE IED. — - 545 540 535 530 525 4 4+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 10+50 11+00 11 +Ro 12+00 12+50 13+00 13+50 14+00 (��i INTERSECTION SIGHT DISTANCE: ROAD A SIGHT ALONG PROFFIT RD C7 Scale: Vert 1"=10' Horiz 1"=50' 9 540 535 530 525 520 ■F: 50 0 50 100 150 Scale: 1 "=50' 540 535 530 525 5 1B©' SIGHT pISTANCE _ COOKI G-tE�T GHT YE=3.5' -. HEIGHT OF OBJECT=-3.5' ' 28....SIG{T - - DISTANCE LOOi(rNG_ - RI HETI(ll-1T F- OBJECT - T- -- —(AT INTERSECT1011) _ 540 535 530 525 0 �t+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+& 2 INTERSECTION SIGHT DISTANCE: ROAD C SIGHT ALONG ROAD A 1 1 / Scale: Vert 1"=10' Horiz 1"=50' 535 1 535 100 150-�IEIGHTI OF -OBJECT=. ` H€tBHT-OF _. --�p7 l4�TERS€CTl-ON - 530 NUE_-_ U K1. _G-RIGHT 530 525 525 520 520 5111+00 10+50 11+00 11+50 12+00 12+4�1S INTERSECTION SIGHT DISTANCE: ROAD A SIGHT ALONG ROAD D ntLbn 1 yr OBJECT=3.5 Dn 50 0 50 100 150 x Scale: 1 "=50' 540 535 530 525 520 0�15 INTERSECTION SIGHT DISTANCE: ROAD C SIGHT ALONG ROAD B Scale: Vert 1"=10' Horiz 1"=50' 1 1 50 100 150 1 HEIGHT OF 535 530 525 520 535 530 525 55 g520 511D+00 10+50 11+00 11+50 12+00 12+50 13+0D15 _. IGHT D1STq �G LEFT HEIGHT OF OBJECT=3.5` SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 4X227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM u JUs M, s HIMP 2' Lic. No. 45183 I,a i. 1..• �� 1 ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 2) 2020-09-15 3) 2020-09-25 FILE NO. Mai INTERSECTION SIGHT DISTANCE: ROAD D SIGHT ALONG ROAD B INTERSECTION SIGHT Scale: Vert 1"=10' Horiz 1"=50' DISTANCE PROFILES C] Scale: Vert 1"=10' Horiz 1"=50' C14 \York 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 utilityconstruction & pavement Mill & Overlay. Use P Y 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 an right of lane be allowed unless otherwise directed 9 Y b the Engineer or shown on these plans. Y 9 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 cording of the water on the roadway and adjacent properties. An temporary drainage on the project 1 P P Y P Y 9 P 1 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 gutterpon. 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 P 9 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, ns, P markings kin s and 9 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 lone 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, Hoz_mot 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 Deportment 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. TheContractor shall provide notice to the Police Fire and o p , 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 f Y PP 0 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 Traffle Control Work Beyond the Shoulder Operation (Figure TTC-1.1) NOTES Guidance: 1. The nummurn distance benreen the sign and work rehicle should be 1300'-1500' on Limited Access highways, and on all other roadiraw 300'400' where the posted speed limit is greater than 45 mph, and 350'-560' where the posted speed limited is 45 mph at- less- O ion: 2. The ROAD WORK AHEAD (W20.1) sign may be replaced with other appropriate signs such as the SHOULDER WORK (W21-5) sign. The SHOULDER WORK sign may be used for %vork adjacent to the shoulder. 3. The ROAD WORK AHEAD si tot may be omitted where the work space is behind a barrier, more than 4 feet behind vertical curb (Standard CG-2 and ICG-61 on urban roadways. or outside of the clear zone for all other roadways. For clear zone values see Page A-4 of Appendix A. 4. For short-term. short duration or mobile otlerationsl. all signs and channclizine devices may be used. Standard: 5. Vehicle hazard warning signals nals shall not be used instead of the vehicle's hi h-intensity amber g rotating, flashing, or oscillating lights. Vehicle hazard warning signals can be used to supplement higb-ioteasityamber rotating, flashing. or oscillating lights. 6. If the work space is in the median of a divided highway, an advance warning sign shall also be placed on the left side of the directional roadway. Typical Traffic Control Shoulder Closure Nirh Barrier Operation (Figure ITC-4-2) \OTES Guidancz. 1. Signspacing should be I300'-1500' ar Limited Accas hi Ia ys. For all ocher roatu a, the sign spacing should be 500' 800' where file pwYed speed limit is gremar than 45 mph, and 350'-500'»hwne the posted sped limit is 15 no a less. Standard: 2. On divided highways having a median eider than 8', right and left sign --a assemblies shall be required, 3_ Group'- ChannelizinE device spacing shall beat the fallowing: Gcoup 2 Channelmang Device 5 Location spe( d HI3)roa Incatian Location SpacingSparg mpspacing 11 asa+ spe1ea iu) r:t a -as W. Trarlsdsm1 29 1 40 Trace 4a' BD 'GasuuoSm Access 1BD 120 'Cmsnr4 a s 'ng ncay be ncr ased to this dislx , but shall r ex_-' one a s U, mle_ +' 4. The minimum length for a shoulder raper she➢ be -6C1' on Limited Aaesz '=lima-s, and `.: L for h4 all other roadnays (see \ate i of ITC S for v atnes of L). 5. When the barrier transition slope is on a horizontal alignment the total offset shall be prorated around the curve in lien of a str ' t line slope. e. � 6. End treatment of a barrier in order of preference: a. Where wardtail exists, attach to banner with appropriate fixed object attachureat. b. Where cut slope e3ists, bud barrier into cut slope and prmide for drainage as needed, r. Extend end of barrier until it is bevend the established clear zone (see Figure'- on Page V 4 m Appendix A for clear Tune raloes). d. When barrier end is inside the established clear zone, attenuator sepia Type I or Tape II shag be used. Contact Standards'Special Drsi�-n Sec for appeared attenuators. 7. Barrier panels 8 inches innidth and L' inches in height shall be placed on top of the concrete barrier and spaced on 40' ceaten along the transition or taper sections and spaced on 80' centers along the Parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic lens sheeting. The light at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type 3 flashing hebt. Barmier delineators shall be installed along the traffic side of the concrete barriers. Barrier delmaton shall be spated of 20' eenten along the transition or taper sections and spaced on 80' centers' in-between the barrier panels approximately 24 inches up from the roadway surface. tiou: S. The barrier sho»u m this Moral application is an example of one method that may be used to close a shoulder of a lone -term project. 9. The RIGHT SHOLT-DER CLOSED (W'215all) rim ratan be eliminated from all raaduas except Limited Access hidsnays. Guido ce- 10. Ifdrivers camnt see apu0-0�'area bel•vnd due closed shoulder, urfamadon regarding rho length of due shoulder clano•e shall be provided in feet or mite:, a-s apptvpnme. 11. An emergence pull-0ffarea should beprosid€d pet,Sedro n 6G.13 and TemparanTroArc Camel Figur e TTC-s 1: Recri®1-L1291S 2: aesisia<2-9112a19 Typical Traffic Control Lane Closure oft a Tnw-Lade Roadn'gt' Using Flaggers (Figure TTC-23 2-) �oTEs Guidance: 1. Sign spacing edstmice should be 350'-500' where rho postedspeod linen u 45 mph or less, and 50 -sw wherethe posted speedlindr is greener rhan 45 mph 2. Cam should be rtransed whom establishing the Gain efthe work zone to bloom mmannatpossibla sight distance at advance of theJlagger sumion and tranuidon, Lased on the paired speed limit and at least equal ro orgmater than the vahros is Table 6H-3. GcmeraIly'speakrng motorises should have a clear line o nghtfromt thegraphicflagger s)mnbol sign to thejlagger. 3. To mamlarn efficient rraffrflow in a flagggi-ngopervdon an a nw-lane roedlwy, the rnaAmum Him motorists should be stopped a aflaoger station is S minutes far high volume roodtsaay's eaverage daily trnjftc of )00 or more whicia per day') to a marrmnm of I I mmums for lawwhow roadways Ilea that 500 wh aperday''). Far addtdorml irforrrmdar see Section bE.O%.' Standard: 4. Portable Temporar7 Runde Snips (PTRS) skill be used as noted in Section 6F.99: 5. Flagging stations shall be located fat' enough in advauee of the stork space to petmit approaching traffic to reduce speed and'a• stop before passing the herb space and alloy sufficient distance for attng traffic in the left lane to return to the sight lane before reaching opposing traffic (see Mle 6H-3 on Page 6H-5). 6. Afl flaggers shall be state certified and have their certification card in their possession when perfas'mhng flagging dudes (see Section 6E.01. Qualifica lions for Flaggers). 7. Cone spacing shall be ba sed on the posted speed and the values in Table 6H4 on Page 6H-6.' S. A shadow cehidewith at least one high intensity- amber rotating, flashing, or' owifladng light shalt be parked 80'-1-0' in advance of the 1aSf work crew. oa 8. A SLOW (0421-G10) si®= tray tie reghmcd m tits area to ate advance avuume of the opmucm ahead br stowing appraachme taffic ptuu to rac)rine the flagQer station m quetxd fta c. Cnddanace: 9. the queue ojaxtffrc troches die BEPREPARED TO _7 STOP ( -4) sign then die signs, analrf usedthe strop be rYmdfmred atgreater distnrres 10. Whim a hrgh%m'-rail crossing ereac within or upsimmtt of the transiram area and it Is atdreupared rho queues resukrrig from the lane closure might wand through the higlimli-tuft gmde crossing the temporYm' do�r c camel :rime shotdd be mended so that the transition area precedes rho highwT roil crossing jsee rikp aTTC-56for additional inforTmation on highnTj rcdl cnsstmv). Standard: 11. At night, fla-�er stations shallbe illuminated except in emergeacies (see Section 6E.08). um 12. Cones maybe eliminated when asmg a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. Fa ion•-7nlume situations ATth short nod zees on strmght roadways where the flaRea is visible to road Standard:' 14. When used', three portable temporal,- ramble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREP -QED TO STOP (M-3-4) sign. The portable temporary rumble snips shall be monitored and adjusted as necessary dining the work shift to ensure proper 1placement on the roadway-. When the PTRS are installed, the R1lIBLE STRIPS ABEEAD (W20- -26) sign shag also be utilized. I R.1-mrrzoL 2:Hensir2-93.2019 BARRIER FLARE R►TF -speed um¢ h one Rallo 70 zt1 60 20.1 6a 161 55 17:1 50 1E:1 45 141 13:1 35 11:1 .30 1 ,VEMENT NOTE 3 80'- 12V WORK VEHICLE GOAD Wza t 1roaN SEE t40TES AHFA 2 AND3 Shoulder C'losm c pith Barrier Operation (Figure TTC-6-2) W 11 ROAD RJRN lei 0 2.: Resivo.2-9:1'7014 aM-2 M 500± `TRAFFIC BARRIER BARRIER DELINEATOR /- SEE NOTE 7 TYPE B WARNING LIGHT PAN EL SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 7 BARRIER TRANSITI ON SLOPE RATIO SEE NOTE s FOR GROUP 2 DEVICE SPACING � SEE NOTE 3 *, ! WARNING EIGHT SEE NOTE 1 SEE NOTE 1 4FF NOTF f i- NOTE li w2 W 16.VP-VP1 OPnOHAL SEE NOTE 10 w21snR O W2P Lane C7osm a on a Two -Lane Roadway Using Flaggers (Fiemrre TTC-23.2) 1/1/lu 08 9 R S E Z SMON 33S NullVls a3"vTe vIRS SeAGNG (OENTEN tO GEWIER} IWTTP'aTAMORr .9tYT0 UMII 141NPN I1037MV at . a6Mml . OO NPH ?nEET FEET PTRS SEE NOTE 4 ulh L _ Gro-2IV) 900 + 0 ou 5(7-700' 0 n Is BUFFER 11 SEE TABLE 8" 00 0 ROADWAY CENTERLINE PTR5 J 1 t BEE NOTE 4 & 14 2l an.2-0LHN r ]tes;ga. z-r!'Tza19 SHADOW VEHICLE REQUIRED OUPiaR' BEE TASHa nr so - IDo, FLAGGER STATION SEE NOTES 2. 3. 5 & 6 SEE . NOTE 1 SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM u JUS M, Slump > Lic. No. 45 183 9�4ISSMNAL ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 2) 2020-09-15 3) 2020 09 25 wso.; 1 1Y3-0 SEE NOTE 10 FILE NO. 1 '1120-vz5 v.R SEE NOTE 15 19.029 1 u MOT PLAN C15 Original Proffers Amendment X - '',.i.-� P PF'ER STATEMENT ZMA No. 201900010 — 3223 Proffit Road Tax Map and Parcel Nmnber(s): 032AO-02-00-00200 Owner(s) of Record: ALBEMARLE LAND DEVELOPMENT LLC Date of Proffer Signature: 5epiinbea.2020 7.29 acres to be rezoned from R-15 to R-15 ALBEMARLE LAND DEVELOPMENT LLC is the owner (the "Owner") of Tax Map and Parcel Number 032AO-02-00-00200 (the "Property") which is the subject of rezoning application ZMA No. 201900010, a project known as" 3223 PROFFIT ROAD" (the "Project'). Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. This }proffer statement amends the proffers applicable to the Property that were accepted in conjunction with ZMA2018-00006. The Property shall be developed in general accord with the Zoning Map Amendment Concept Plan prepared by Shimp Engineering, dated June 17, 2019 revised September 8, 2020 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 03200-00-00-02000 and 032A0-02-00-00I1110; 2. Right-of-way reservation and associated improvements along Proffit Road; 3. A minimum of44 total dwelling units shall be developed on the property. The total maximum number of dwelling units on the property shall not exceed 80. 4. A 25' Undisturbed Buffer adjacent to TMP 032AO-03-OB-00200, TMP 032AO-03-OB- 00400, and TMP 03200-0000-03000 as shown on the Conceptual Site Layout. Minimally Disturbed Buffers of the approximate size and in the locations shown on the Conceptual Site Layout: a. Undisturbed Buffer allows for the removal of brush and/or dead vegetation. b. Minimally Disturbed Buffers allow 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 I as shown on Sheet 4 shall be subject to the following: front - loading garages shall be setback a minimum of 3 feet from the front building facade or front porch. 6. Parking Standards — The following standards shall apply to uses located within Block A, Area I as shown on Sheet 4 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". ZM.A2014-16 PROFFER STATEMIN I I I I — Front building facades shall face Proffit Road. 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. - � I 111-1 .r a ,11 u=)1 L-nh°—t_ _ L Ir� �nC1 �, u 1 ° .I��I - L l f 9.0 a •u°j�i�' IQ Iq_ou'Ib lmo �_ dloa fry. 1 u 5. .,. ' ' IC n Ar I. r 1 4 fir- 71,I1 0 b I� I T I N j111117 ��Q1 7L, Lp I LI I.. �f�du ,1 Ft ,C�111 J II,L 1 i m I I�: " 2 T�l 11 rt iu I - Js 'i''{ ds molar I., v k. 1 L r .tu A.. r Il `_ F'„ 11 - art i` q �+ I .- - n �• r•-8�i -'o °,J Ilrtd��ll 1 c n `f i�1 ➢u11,� - fi� =1E '�,_, °?4�oo�9 i_� �� o�: r71� .Trs L I rl 1 .I 11 — I�N11 r dw P LD 3 r, or , L a I— £ F J 1L fr r �: - . 1.,, l 61 a If f r _ .r n l-• —' ry 1 0„ 1 ,Y II .i l)- I ) e I v9.u9C Ili r— I I Ill.' 9n '� �n 1 I _ ° I r e �I '`° , _ ' > _� i 1�-.� ii II a� 1� � t ° `:�; � � 9 '� I i -• i w m. 6,- I �I n ,` m° _� fIQl - nl. �,d}. it Y1iF�' �'s•. l :_ m5 �* - 'n.- i Zb1 N701J_I0PRI1FhCR STATCb1FhTl 1 Fir — — - i WITNESS the following signature: Owner of Tax Map Parcel : 032A0-02-00-00200 ALBEMARLE LAND DEVELOPMENT LLC, a Virginia limited liability • mpany By: Brent Hall, Manager COMMONWEALTH OF VIRGINIA ('ffY/COUNTY OF 4/bc,n1. /c to wit: - The foregoing instrument was acknowledged before me this v �^ _day of -``:/� re.r It, r: 2020 by Brent Ilall, Manager of Albemarle Land Development LLC. My Commission expires: ()I,, _L h ;31 L a _.t _ r� C A .1 Ille' Notary Public brew. U. clw.nwy NOTARY pL&,jC aCownMillill of VI %9. 11874M W c4mrnal ExpNw / IN! A21IIIQ- I n PROFF'rR STATE IlV I J SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 4X227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM JUS M ��TH St11MP � �Z`f'�' � I� �I O ?. u . Lic. No,. 45183 Q?a(N ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 REVISION: 1) 2020-06-03 2)2020-09-15 3) 2020-09-25 FILE NO. 19.029 ZMA201900010 APPROVED PROFFERS C16