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HomeMy WebLinkAboutSUB202000055 Plan - Revision 2021-04-12 (3)ROAD PLAN FOR LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK - - - - SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT SITE TEXT NOTES 10 10 PARKING COUNT 1.00, ---1 DIMENSION ELEVATION -- -- - GRADING EASEMENT 10 INDEX CONTOUR --- 312---- 12 INTERVAL CONTOUR 311.5 x 57Bx SPOT ELEVATION 311.5 TC x 5781X TOP OF CURB ELEVATION 311.5 TW x 57Bx TW TOP OF WALL ELEVATION 311.5 B W x 57Bx BW BOTTOM OF WALL ELEVATION SITE OBJECTS 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 (k HANDICAP PARKING MATERIAL CONCRETE/PAVEMENT-SIDEWALK RIP -RAP ASPHALT 0 GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE -..,x- -x-x-x-x- FENCE - ... _... _...- - ... _... _...- STREAM UTILITY UTILITY EASEMENT I7 .01 UTILITY POLE ® ® LIGHT POLE -a°- °- -W-a-�-W- OVERHEAD UTILITY SANITARY & SEWER STORM SEWER RD RD ROOF DRAIN Oq DRAIN INLET DRAINAGE EASEMENT SWM FOREST/ OPEN SPACE EASEMENT - SANITARY SEWER W. LATERAL O SANITARY MANHOLE ----- SANITARY EASEMENT WATER -wwww- -wLwTw-w- WATER LINE W. SERVICE a O WATER METER 0 ® WATER VALVE T FIRE HYDRANT MA FHA 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." "AII 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."'beater 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 PLANS & PROFILES -1 C9 ROAD PLANS & PROFILES -2 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. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM JUSTIN M. P Y Lic. No. 45183 p�tf•�12,21 G�w�• S S E /(telei 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 4) 2020-11-20 5)2021-04-12 FILE NO. COVER 19.029 C1 I I III I 11 � I I I \ I \ \\ 490 \� 1 485.3 1 485.3 \I 1 I\ \� \` \ IRON 1 I I I I I 1 I l / / SET / I I I / / T.M. 32-20 \ 461.5 \ \\ ' I I 1 I 1 I I II I / // / CWH PROPER DI S LIMITED 49 PARTNERSHIP x l\ / a85.a II I I l l I I I ' / / ' D.B. 726-273 PLAT I I I I I I I I / // j i D.B. 594-467 PLAT / ZONING: PLANNED DEVELOPMENT MIXED COMM. 3\\ CWH PROPERTIES LIMITED PARTNERSHIP \ \ \ \\'' -- I\ \\ I I 1441 D.B. 2309-419 �\ \ \ I I q1>SI D.B. 1086-45 PLAT v\ \\ / I 1 II I I / ' ' I IRON 1 I D.B. 718-388 PLAT \ \ \ \ I 1 D.B. 695-28 PLAT \ \ \ \ \ \ \\`\ I 11 ;FOUND ZONING:PLANNED DEVELOPMENT MIXED COMM. \ \ \ \ \ 1 \ / I / \ \ \ \ 1 I I I o ' / / / / I \ I I \I l /2q0 p6..6 S2> B5 / I / 523.5 �ENSE THE / \ \ 489.1 11 II /1 I I � I I I 1 I I I I I / 9'eSl 486.9 A \ V A 1 1 I A V 1 v \ / l / \ / 533.4 \\ PIPE \ \ \ \ FOUND \ \ \ 534.9 \ \ \ \ \ Si \ \\ \ \\ \ \ \ 1 \\ \ x ° 530.8 x \ / 532.9 x I ROM \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ FOUND \-_\\ \ \\ \�/I \ `\ \ \ \\ \ \\ \ \\ \\\ \\\ \�� \ \ _ \\\ \\ \\\ \ \\ \\ \\ \\\ ` IRON 466.2x \ I \ \ \\ \ \\ \ \\ \ \\ \\ \\ \ \ \\ \ \ \\ IRON _ _ SIN 42" ° SET CORNER - + /,/ °\\\ - \ \\\ \\\ `\ \\ \ \\ \\ \\\ 500 WHITE / 9 / //✓// \ 0\ 1 \ \\ \ \ \ \ \ \ S 30 10 OAK IRON SET 487.4 x (x \ I I I / / //i/ \\ I /^��� \\\ \ \\ \ \\ \\ \\ma 515.0 \'V \4 90 1 A \ S V A A V A\ \ - - - - 496.7 -------- - _--�\\\ \\\\ \\\ \ \\ - \\ \ ✓\�\\ \\\\ \ ��\\ X T.M. 32A-2-1B SOUTHERN STATES CHARLOTTESVILLE COOPERATIVE, INC. __ - - - -__ \ D.B. 1961-246, 250 PLAT - - - - _ \\ \\BUF. D/S a� ��\ �\ -sro ZONING: HIGHWAY COMMERCIAL 498.9 - - IRON , \� N-_soo p•\ \ IUNI \ _ \ - - - - Poo \\ \ \\ 1 _-___-__ \ \\ \ \ T.M. 32A-3-B-4 - \ \ \ \ \ \ \ \ \ \ \ \ \ \(\ ^� �-� �F`0 \ DAVID AND SUSAN HIETANEN FAMILY TRUST - - N6 �3 �F\ \ D.B. 5025-360 \ S• > \ R - �\ o / l I I I / 529.a _T__A _ � �n / ^ \ � \ \ \\ \\ \ \\ \ \\ \\ \ \ \ \ \ / // \\ 5�-1$�\ 2 \-\ \ ` J \- - 0 \ D.B. 699-675 PLAT sX1.3 / / / / l i x / /°I ��-I-t-�� \ \\\ \\\ \\ \\ \ \\\ \\\ \\ \\ \ \\\ \\ \\\ \\\ /j'/ /// //�------ ---------�\- 126 - - _ __ Bru ` ZONING: RURAL AREAS I s,6.s / / I I l , ACRES \ s \ \ \ \ \ \ \ \ \ \ \ / / --1a / x / o I / (D . B . 25-4- 1150� \ o \ \ \ ✓r / /--' -- -- - --' - - _ IRON 11 °"'° AlbemaD l'e Land \\ \ \ \ \\ \\ \ \\ \\ \\ \\ \ \\ \ \\ j / /' ` �__ IN \----' -' Deve,Yopment LLC s1 - FOUND _ R.B. 1794-107 ' --D.B. 439-185 PLAT D.B. 5154%/53 518. x x 1 \ \ \ \ \ I I 1 / / ----- ---- \ / 537.2 537.4 ' d / / / / / - // T.M. 32A-3-B-2 --------- / DANIEL W. GRAY & LENORA GRAY D.B. 1946-78 D.B. O PLAT ZONING: RURALAREAS \\y� / / / //' //' / / / //' //' //' /' .0 •) S DENSE TREES TER \ \\ \\ \\ \\ \ \ 1 I \ \ / // // / // MARKER 7 \ , I / / / GRAVE \✓/ // /' // / / /' \\ `\ \ `\ \ \ \ \ \ I II ,//' // / HE/ADS'TONE / ANK/ 540.7 -- / HETONES 523.2 X CEMETERY /- T.M. 32-30 THE FULL GOSPEL ASSEMBLY OF CHARLOTTESVILLE ,/ / ///o D.B. 4957-252 PLAT 524.3 /'/ //// /yM /// DENSE 5fiEE5 TER I h 62.2/ I / j // I 1\ \\ II / / % / / °o /'/ � D.B. 114471PLAT 525.1 / / / % I \\ \ / /' ' ZONING: RURAL AREAS //' / ,/ // � x / �/ � / / / / / \ \ � / � / / /pro / ,/ 539.4 / I / / / I / / / EADSTONET / 52X.5 __\ / ' / / // 540.4 / IRON x 540.E .�� FOUND POLE fo V---:5 - _ _ I REMAIN VENSE TES TER ----- -� �/ \\ ` IPOLE IBR 11 \ R� I - I / l ' l' / I \ // / i' /,---_-------- `= 541,4--t*- 538.9 538.7 ,/ y\«_«T - IPPROK.^IDC,,, GUY t POW POLE 7BR ' / O.C. \� % \ -__-�' // / \_1✓�yd DENSE TREES TBR ,� I \\ -�\\ 532.5 ��___- /' / ✓ / I // // N y,UIBCx •SO «`On`«POLE T'0 T« - - - - - - R DENSE TREEST8R. ' 3g .. 18R W 307. 54' _ \ I "'"�„� s�o \ \�__-- U.C. _ 531.7 70_ / ' 1 PIPE Aq 30 PRES = ` - w�_ ft,RREMnIN/ / X FOUND �T=�g00 CR1 T1VE EA3EMEN - --- ;-'GUY T 533.3 X all Scale: 1 0 40 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM JUSTIN M. P Y Lic. No. 45183 �yj12 j21 �w� ��`rS/(Te1ei ENG` 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 4) 2020-11-20 5)2021-04-12 FILE NO. 19.029 EXISTING CONDITIONS 80 120 C2 DRAINAGE ESMT L ` \ \ TW 508 _ NEW 0.30 AC EST/OPESWM BW 500 TW 512 FORF! O BW< \ SPACE ESMT O TW 506 T 3 C)`\E` B -soo BW 0 �Xp� FUTURE PHASE 2 NEW SWM TW 506 I M �` q \ q \ ROW LAYOUT NEW 0.ST O WM FACILITY ESMT �14�96 '9�' �� SPACE ESMT / �M '�' FORESP�N TW 506 2Mq SI TpT Cp F NEW SWM FACILITY BW 500 79 O ESMT ALONG BL TW 508 ',I 0 'OFR �1 Cl) BW 502 TEMPORARY ) �I ' '� / 4) 7v� CONSTRUCTION 2500 SF 210 ''F PIST RBAN E 0 INTERMITTENT EASEMENT DEDICATED MULCHED TW 514 STRE M UI ly NA IrDEII 18 TO COUNTY IF FUTURE BW 5 5 AREA BW 508 `> NON POIRTI PER ITC10�5. DEVELOPMENT IS +``' NECESSARY / - y. 8 BW 1- j TW a\ BW 50 16RMITENT TgrAM BEGINS / TW 508 li i4T' HIS POINT 0 / 7 FACILITY � / �.T..._ 506 NEW 20' PUBLI(T F �vr DRAINAGE ESM' , I,� 6" t3 RM'I °D G RI°q0 70x0 ® i.i / ; i v (#57 ST�ONIU) eF F NEW N FACILITY r„, .. \8 < 2 / \ / TYPE 3 BARRICADE / ESMT ALO OW o ° T F 20T Mo °00% /� \ ' '/ ' MUTCD FIG. 6F-7 / R \ 2CG- OT \ l I / 20T o "PAVEMENT ENDS" / "NO PARKING �` R2 �,,,V. S ' i r7 MUTCD W8-3 \ / MUTCD R8-3�a ,,e .01 \, NEW 20' PUB C / Q til/ RAINAGE E TO0 \` 10' DOM. 4 �pT ; ;/ SIDEWALK (FOR ROAD B, \ \ S 12 ST E slcN R2S '\ ti .•s•.."*�,� PwR STA. 12+50 TO STA. 14+13 ESMT 23 �`�o V° WILL BE CONSTRUCTED WITH \ FFFR S1,01Y / ", Q 9° / v c O /OT, 24 FUTURE PHASE 2 SITE PLAN. / 2$' 46 T/\ ... /STUB / / ( OT "NO PARKING / p'4oy 2 v .�� .. eFF f! _. -*° /..• h , ,/ 6F MUTCD RS 3 o i 20, s0yGi Nf�7T84,0��00 401, 11120S �TR(2IR2F FpTS p A R Br 4 � � � �0 ,h/ j 'DOT 9B � � �S/ F '\ 10 DOM t'' \ v „, %:� i' / TRANCE YP� / ' "NO PARKING" q T / \ �pPWR. ESMT .�./ : , OT / \, ' 0 0 3 :� o STREET o / MUTCD R8-3 , o �' 7 ...�� � a TYPE c SIGN x / R9T r' / M/./ oo <OT t'.., / �:: `e` RZSO, l o' G J PWR. ESMT 70GG-112 �.\ \ SOT , '�_ / •°° / .•'i ; 8' DOM. PWR. ESMT 3.3 ^"r j n� c / / 2p 00 34 T . %:... pT72�6g NEW 10' PUBLIC / / �� . i 40T Sl' `' t0 �, %/ DRAINAGE ESMT Q O ' USPS. \ / 30T "NO PARKu'V A 7 7 / / / SHIMP 6 , x / SOT \'� ; Q\ Q V 40T / 4 R2p0 /® ..`/ USPS MA�LBOX 4, • PAD \ 4v2 q0S �, ; 8' DOM. PWR. ESMT ° 2 ° 0 7 FS A �> . 0, LUST ENGINEERING 2 ' SOT ,/ /"�O• ° / ,pp : • / j / � Mj `-"�, / v 2 LAND PLANNING -PROJECT MANAGEMENT S2 TS0• / / \ \ 90 \ i'i3OWNHOUSE (`.�.) ; / \ o. 420p i,� , ;� 4 p o 2 �\ /' "\,\ / CUSPS <OT i o T a 0 (p \ \ 912 E. HIGH ST. 434.227.5140 O y C > `SF" \ / \. ' b 00 / o T \ / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ^ry / c, ' A3T 4000. ACk /yp\\ LBOX /00' �ti 10' DOM. 7> i s STOP N "' <OT NEW PtlBLIC ESIpT / / / ,� PWR. ESMT / NOTE 1: ALL PROPOSED �pT : ' : MUTCD R 1 '•a.� J( F�I';ING" 2°0p, 201, 0 , 7. $4 / , 4 DRAINAGE 40T /' RIGHT—OF—WAY AREAS ARE HEREBY RS-3 0� , �" � DEDICATED TO PUBLIC USE CG TYPE ° /'` 40 ^� ' ,. 7' 7 T NOTE 2: SITE LAYOUT SHOWN PER10 DOM. Res s. / PWR. ESMT 35T , �� 990' U, ZMA 2019-00010 /APPROVED 0' CG-12 . c°N0 I ', 7 .....P < p ' / CD� ' ; ` \ \ GYM T 'z I Gp / 09/16/2020) p 'Z NE SIGHT 1N. / & /' /, o-, �Q ' ;'�. 7 T 4 U �ST)N i`'i. P / ISTAN ESMT \ USE Y }. / 9' , / R2 Gj QQ' / �, ^�\ Lic. No. 45183 LOT ` <'+ ` \.� PROPOSED ROAD NAMES: 56 �, ,R �'`� �, 3°. , HALLS RIDGE ROAD �Ff we VDOT C -913 ;'�� BEECHTREE TERRACE A 12 ZI `�yct _ Cor l r # s\ °% s o RKwc TRANCE <pT CRESCENT WAY �SS�ONAL ENG I.,,,, - 5j ? z aG// 1 %[ a Ts a ?ew. 9' p�d� o �o' / 73 GLEN OAKS ROAD r I o °0 NO KING11 OP MUTCD R ~��iY / " � . tia >0)>100-1-�// �'VDO C 96 qOE 58 , i I/ LOT _ �^NTRANCE .) T1PE C R / Q M ''�, oo 30 DOM. 10 DOM. %, U, .: , O 1 0 �2p PWR. ESMT i 2 Q� . �a : N LOT.S;a *��� 7 STREET on i p PWR. ESMT r` w i 2S' 4 - i !,41 /y a A,r '"».� )0p \2x SIGN i c,'/ i \ , T LOT / a J 2 N 0' G 1 C °p y \� 77 - ,.._..L., 59 Lp] 20.00' LOT �.. c;;` R OW H E o .`' / ENTRghQICE ( .) 4%a-I: F 4 S7+ P SIGN R O I A'0 10 D i R o B K:•..... .� I l NTS � MUT D R1 1, g� STOP SIGN ° 24 LOT PWR. ESMT - , 7 NEW POL �&q6� 00' v RS S EUUTCD R2-1 q0 $ " ^, gd1�LD Ri-1 '• -12 / � � PAR R8-3/ k M �0 NO PARKING „� 0.46 ACRE ROW YPE C CG-1 A . F % MUTCD R8-3 ��� TYPE NE GTE p /S, SETB T DEDICATION _� 8 \ /� `---�, _o R25.0' / m �5 .W wau .��•9FkhiT F) C,T 4i i ^O. +� '// 9 T a• Nf6 P l rn / STR E G u -�B..Ae N ONT SE l �,� ' O ° ' . �! (0T v " O PARKING 8 435' TO EX. POL E IEAKE SQUARE ., 48.00' ro Moue .`' a, . ! RY �N alu e p W 10 P 1TENTRANCE FOR C 0 WP-2 MIL /� �_0ry0�oHu q '•-` RAI GE L _ N -�- PROFFIT RD 170 .i .:'. ES r ° NI TOWNHOMES '°" -t'` /0�,, SOUTH PER 41,sil L O Al �u SDP201900064 -�` BOLLARDS 0.46 ACRE OW° GUY IL 4 C10 DEDICATI I _ EX. OHMAI���� X P E REMAIN MARKER EX. POLE �,. 30 0 Scale: 1 "=30' ROAD PLANS FOR PROFFIT ROAD TOWNHOMES NORTH ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.23 �RyyE��VIIqSIOppN:p��� LAfCIt.'114YLY1' 2) 2020-09-15 3) 2020-09-25 4) 2020-11-20 5)2021-04-12 FILE NO. 19.029 SITE LAYOUT 30 60 90 C3- \ rvrry zu ruouu DRAINAGE ESMT m \ 1frtF CLASS Al z / E1 RIP -RAP OVER -+ / MIRAFI 14ON FABRIC a / / NEW 0.30 AC SWM / \ E2 FOREST/OP€F� ` / \ SPACE ESMT / 20 LF CLASS 1 / RIP -RAP OVER \ 3 \ - MIRAFI 140N FABRIC '3 o4Fs/oo ISO NEEDED FIRE FLOW DATA: W SWM �Mq k 2jC Op 2q NEW FOREST/OPEN M FACILITY ESMT F1 TOWNHOMES ARE CONSTRUCTION TYPE V—B 0 ZX @ F�TFN S2 2 WITH 2400 SF MAX FLOOR AREA PER UNIT. / SPACE E$MT / �/ Mq ° T°�RF pqc ISO NEEDED FIRE FLOW = 1500 GPM '� / NEW SWM FACILITY ITY // 0 2e 2p/90p�j,0,o�°,R F AVAILABLE FIRE FLOW = 2247 GPM / . TEMPORARY / c, CONSTRUCTION / B1 210 LF DISTURBANCE OF INTERMITTENT EASEMENT DEDICATED / / STREAM SUBJECT TO NATIONWIDE 18 TO COUNTY IF FUTURE / m IN' _ \ NONREPORTING PERMIT CONDITIONS. DEVELOPMENT IS ti. ! c,=513.20 NECESSARY / 258 LF NEW Al // / 36" PP CULVERT / 80N Z806: #1001 D 'V Q —1008 RENCH DRAINS. INTERMITTENT / / 8" 0 FSET FROM W LL STREAM BEGINS 3 NEW SWM \ / AT THIS POINT / / ° FACILITY ESMT /\ -78• NEW 20' PUBLIC J -U/- \ Pp S T DRAINAGE ESMT / 7 � r0 � A2 4 2g / V �5 LF CLASS 1 B2 RIP -RAP OVER NEW SWM FACILITY / T / s"x12� MIRAFI 140N FABRIC A3 ESMT ALONG ROW " '�� SERTATEE. l8 Pp S ���• \ •\ 7 0 'IASIN IA UT , / .� S••� HA .. / @BASIN INV 0 �75" p T 12.60 TO 12 37 " 3 p STp 8x8x6 � � 2S HD ,\ p TE \J AN. 40i / 4r ii ZS• T.M. 32A-2-1B A NEW 20' BL /7 �r 6 2 T �' SOUTHERN STATES CHARLOTTESVILLE COOPERATIVE, INC. jOT R0 NA ESMT \ ��/\ 4 401, 1/' o SIDEWALK FOR ROAD B, 4 �syi \ . / io' DOS. STA. 12+50 TO STA. 14+13 @(F Y °/ / D.B. 1961-246, 250 PLAT S \' a ws \ � � � 23' Cc7 � ly .� \ w, PWR. ESMT 3 7 , ' F ST ZONING: HIGHWAY COMMERCIAL oT \ 33 0� / �/ o _O WILL BE CONSTRUCTED WITH FR UR@Fo / �.\ j D-1 w bo�c\ �a JmJ FUTURE PHASE 2 SITE PLAN. OT w ryes / 16 <..`• � � f 'w„ �� � \� @F \ / „'� �/ h / @FO T.M. 32A-3-B-4 @lF / DAVID AND SUSAN HIETANEN FA 5/ /�, ( ems,\ j(R/�dc �•F cis w^a'�, '. ,/ BTU FFR D.B. 5025-360 ' A F >%s " l i /8 RF D.B. 699-675 PLAT A .� / / « ' / �eC C w 3, \ na F�T022 OTS ZONING: RURAL AREAS SOT / , //`e:` p�RF SFR 10 DOM. v / G PWR. ESMT OT :,.. w a �,.r - a" CAP/OR _ \ <C JT TUR L W/ 3/ "P/ / 3/ < cA �' \/� gas y/ FU 4g �" /g' 32 T 10 'OC1, _ /. '1 � o w _ / %v/ VDOT 3 TE6 / _ 4O/• PWR. ESMT \.«<:\ . , H, /„� CD-2/ FH / SOT WR. ESMT 3 P3 < ..% OT °a / IT `34 <OT NEW 10' PUBLIC ao o Q / 30 / 4 SAN Ba T DRAINAGE ESMT TAT. (TYi?/1.,� `3S x / SHIMP 3 q / 8' DOM. PWR. ESMENGINEERING2 T , ' 'b LAND PLANNING -PROJECT MANAGEMENT Gopp /,. Sapp S RM S "VCE TO / /� j' C j / / ;' �' J/A. = 7' / , �✓ WM (TYP.) oy 912 E. HIGH ST. 434.227.5140 .$ST CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 10' DOM. 402' / NEW PWR. ESMT DRAINAGE 4OT / COPP:i SST", / /6 'JERK SST 3 8x8 \. % l`, /. g° / �U a / / /i 4OT TEE " gt "'w, ".,.... 7 10' DOM. / I VDOT C ,,.\ PWR. ESMT 39 r / `K/ v �, 40 ' C T �� RD @° \R\\ 2//r..Y w>w s\ �• / T , , /. ��G4 , rCQ l0 / T.M. 32-30 OJUSTINM. P a IT {y 7 THE FULL GOSPEL ASSEMBLY OF CHARLOTTESVILLE �Or a" s l � a �a \�s � ../, �� `may *' a r � �, � � � / Lic. No. 45183 \ y ob ob D.B. 4957-252 PLAT 56 LAT.(T r t e / %j\w8 ��x �u /' s, ��T�� \\o'er\°b / D.B. 1125-111 �� o/a SS J < b / ZONO.ING: 972-447APLAT ST E C O ces / \ ob % FS /ONAL NG` 5� ` / T 3 3 \.,� /. �, r.., r�•QYs a�s\� DO 'FHA `� � i � �. 2 �. \C e / Lo� qOf 58 �00 �Or _ 30' DOM. 10' DOM r }� al - \ + / ,, TEE _ - PWR. ESMT PWR. ESMT i ��. ! ' 3� / �� tor ��. l p i ' ww 4a ���� i / '/� 4OT ROAD PLANS FOR PROFFIT ROAD 5gr '``' i 3�� / /l ' 2 L0r �� L °q,F+9j^, `" w\ 3 ' 'a ` °b\ / \ . "u,� / X w ro oy�'�\ob EX. OLE °mac ��fMlB� ,.. �� �'\Rp ° y •, i 3 / r i / 37 C0r ,. �` � � '� RRYY � b TOWNHOMES �G NEW NEW POfR 5 r ON PWR. ESMT �``' w ' /" /OT " POLE=6�`" L _ DUIT ; �!,,,,a' �. ti`� NORTH l °' I _ nor / .' / s� a ELEC. M�E-5\ i �p76' 3 NE (ilE 0 / g I! ,c> Ex. off', 8' s_ P i ��r // <oT ALBEMARLE COUNTY, VIRGINIA To REMAIN-� �,;,9 ., ; �• s� / SUBMISSION: ; UMV S �, r I� Sao ..• ��� / / / ,` 4p0 2020.03.23 REVISION: EX. POLE F° _ / I "` aw / 13 1 MbPE ;' �/ b 1) 2020 06 03 OFFSITE SEWER PER a'� - ,:.EK 8 Olp 01"'� / CU 53.1%,i \ H'( 8 `' u -529.40. DITCH 2A °b 0 SDP201900064 �'i OSS J ��Ro J�,:..a /V 529.0L1 pq 2)2020-09-15 _ E 4j 8' G3 RE LOECOTMM EX POLE °�° °/maw` '" W 10' P OIC ° � _ �_ 3) 2020-09-25 L / wo_ -�' �� RAI GE ES 4) 2020-11-20 I _ " CA b„ � E CLASS L 5) 2021-04-12 EX. OHU IP-RA TO REMAIN MIRAFI 140N GUY EX. OHU To Ex POLE FILE N0. I _ REMAIN o°"° T&T MARKER 19.029 Ex. POLE—�,�J-�^°� UTILITY PLAN 30 0 30 60 90 Scale: 1"=30' �� \ \ \\ \\ \\ \ \\ \ \ \ I 1 \I \ \ \ \ \ \ \ \ \ \ \ It \ \ `\ \ \ s'o \ \ \ \ \ \ \ 1 BW 500 BW 10 19 W 512 BW 500 B 506 S00 N/4 Av A A V AVL-NNER BW 500TEM-v-STURBANCE OF INTERMITTENTCONSTRUCTION I I / / � � M�EASEMENT DEDICATED //°TW 5 -- l w 514 \ 4\ Q BJECT TO NATIONWIDE 18To COUNTY IF FUTURE 06 - 9v TING PERMIT CONDITIONS.DEVELOPMENT ISI 10BW 5,- / / \ vv �8 vvV NECESSARY \ \ ERM11i�NT Sp \\ \\ \\ \\ \ \ \ \ \ \ 508 / A-v vnun 0 vvv vvv vv v A\ \\\ vvv vvv \ 1 I / ,/// ry0 \ 2p 18 FFF\\\..\\\\\ \ \\ \\6- "._ FGkS BW 506 /\� \ \ O40? 10 787874. \ \ \ \ \ \ \ \\ \\ \\ \\ \ \\\ \\\ \\ / / SIDEWALK (FOR ROAD GP6 �y� \ \ •�,\�\ � "\ - \ F�'e S28F,� \\ /� /< STA. 12+50 TO STA. 14+13) / WILL BE CONSTRUCTED WITH \\ \ \ \\\ \\ _ � � 9 BF �rS \ \ \ V/ 253 � �� FUTURE PHASE 2 SITE PLAN. l/ S00`--�—\\ \\\ \\ \\ I / L � / � I / \S29 / /� i /� ;•:`.. ��. A(Je\ 5 3��+sue \ `� I � � � / \ — ��\�� \ \ � \`-- /// III ( 2 � c,, �• � \, \ I' / _ ___ \ / \ \ � � �\_ Br 2 I - - -- - I / / `�' ao I 71 / / ' / � i \ \\ \ ��S2g `\ \ \\ \ .•, 1 4r, I I I ,' /// /// ' n // / / '/ '/ / / 0 J�i'� ••� // /�c1= lb 6 / oo `/�\ i—\�--------- F / - / SHIMP / / / N - -.- ---- \/ -- '�__- ,/d ENGINEERING ---- / / / / / ;! / �/ /tee `•// i T \ \ \ �'FS i / � I "":. / 0 26 // ' a - -- --- — — — — — LAND PLANNING -PROJECT MANAGEMENT ��(! LL 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �/� a FPS\ \ \ \ I �I I� % ±• / F� /' / / // // / ✓ / / / `3 �/, ,: /3 / 7 �`V � � FFF � V A\ /� �'•/ �I /;�.. � / S�� /' / / / — _ / / / Ro Fo / / ,✓ /; 1 /� w a �, ��. \ \ �. �S3 / / I � I � \ . r — — FFF/ / / O� .fi // // // / � 0 3 // �� / � / ` � s9 •... I `3FF[ I I d / �/ S28 / / - - /' / / '\ / RO � .; l 0 d R' \3',Es •.. , .« I `S �3 / i I ° L , / i �' / / N 9 0 4 / q°i , / / ��RD \ 71• i / �/ ` � lv \ cs _... 32 FFF ,/ i �3'' I / � @ i/ 1 : i !� "°b FF�2'� ' / O / V .�STIN M P Lic.No. 45183 io ONAL / / '' / F�`E—sSs , � e � / ! �� � �' ��•• �/q�a' Y�2s1 �, . I F / � // 11 \S�g // / / ' // i / Ens o \ = I /� " �a / ° ROAD PLANS FOR 3S l ' �� �� / _ ROAD - _ _ _J — _ � _ ,°` p ������ RuFE;s3 � , , ,� 3 , � '•� ; 34 ., � ���. , /\� ' � op �� / ,' rye/ r'_ _ __ _ PROFFIT s / / . - EX. LE °�z\\\��8Y6� ..•I RD-\IR° u a r� i x FE\4 / / ,� 1 / / \ °,� °b // `/rye/ / _�--_--_— I li � q/p 1 / 31 Q� POL \�o �3� — '•. —3/ /I `EW PALE 34 34 // � / { , '� I \ ' \',' !- \-,\ S3/ ,�' ALBEMARLE COUNT IRGINIA NORTH ti EX. OH �. 45 Y, V TO REMAIN "-L 32A0 \ i; 3 —� — r. �� �E�534 / l �•` o FFF i oW I l 1 SUBMISSION: / '� �'� 4 �� ,�4 N i �7 `"">aw . < •,. r �.� �` F S3/4 0\ f " ---' //l l I I REVISION: EX. POLE1� • / / i 3 1) 2020-06-03 / o y - °� - / — 020-09-15 2) 2 ' POLE ,ao o 29-` - / // ,- 3)2020-09-25 /� a« so 4) 2020 11 20 I\ ��a„ 5) 2021-04-12 OHUTO REMAIN I --,tea --GUY \ i EX. CHU ToEx POLE \ FILE N0. I _ - REMAIN GH �G T&T MARKER 19.029 EX. POLE S�� GRADING PLAN 30 0 30 60 90 Scale: 1 "=30' C5-1 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 Large Deciduous Tree Quercus shumardii Shumard Oak 1.5" 12 31 329 3948 Large Deciduous Tree Quercus bicolor Swamp White Oak 15. 16 31 299 4784 �S Large Deciduous Tree Zelkova serrata'ViIlage Green" "Village Green" Zelkova 15. 16 31 452 7232 TOTAL: 50 TOTAL SF: 19588 PROFFIT RD STREET TREE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Caliper Quantit • Medium Deciduous Tree Koelreuteria paniculata Goldenraintree 1.5" 12 TOTAL: 12 SHADE TREE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Caliper Quantit Large Deciduous Tree Platanus occidentalis American Planetree 1.5" 12 TOTAL: 12 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 AVOI[ 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 lb/acre): Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoporium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghostru m nutans). MCI Scale: 1 0 40 80 120 MP ERING� CT MANAGEMENT 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM d M. P Y No. 45183 A3NAL ENG` L r ROAD OMES UNTY, VIRGINIA 0) LVLV-vu-LO 4) 2020-11-20 5)2021-04-12 FILE NO. LANDSCAPE PLAN 19.029 C6 SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUN. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1"OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDEABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. 3x ROOTBALL DIAMETER 1 )TREE PLANTING DETAIL C7 TNot 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" LAVER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. I I I V ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. FSLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL llnllll„ Ni- 3x WIDEST DIMENSION OF ROOT BALL TREE ON SLOPE C 25% (4:1) to 50% (2:1 C7 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 �21 ROOTBALL DIAMETER SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE -SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE T DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. SHRUB PLANTING DETAIL Not To Scale C W EXISTING OR PROPOSED I EXPANSION JOINT SIDEWALK OR SIDEWALK SPACE IT r W V z � EXPANSION w VFLOW CURB INCLUDED INENTRANCE GUTTER LINE ENTRANCE WIDTH EXPANSION JOINT DESIRABLE MINIMUM 16' ABSOLUTE MINIMUM IT EDGE OF PAVEMENT HALFPLANC CC-99 WIDTH OF ENTRANCE *., I LIMITS OF PED. LIMITS OF PED. ACCESS ROUTE ® o ACCESS ROUTE UNPAVED SPACE NON -TRAVERSABLE -' UNPAVED SPACE PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT-OF-WAY IS RE IRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING OR PROPOSED VDOT R'IT-OF WAY. Qliz_ IR PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM MD SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND ED By ADJACENT ESTRIANS. IF ACCESS ROUTE SBE SECTION F-F TOBACK OFDCURB CURB, WIDTH SHOULD 6 rE IF PEDESTRIAN ACCESS ROUTES fit ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2X. CROSS SLOPE. 'III WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-],THE CURB FACE ON THIS •0• STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. oo o�oYoo PARABOLIC SECTION E-E PAVED SIDEWALK CURVE NORMAL GUTTER ® --- ®--_—___—_— xz x x 1'- 3" •r:.� .p, .I:. •°• o•o`': 40909 *0%TO 10%CHANGE Ee5? _ =vY ovOY4obo:e4 oR CLASS A3 (H.E.S.)CONIC. e. 6" ACCR. BASE TYPE I SIZE 218 e. • °• .'p. '. 5'-0" ® POINT OF GRADE CHANGE • e. • n. • e. 12X MAX. SLOPE 5'-0.. FOR CURB MD GUTTER ONLY 4F Yoo•o"000 Yo. oYvY e. o FOR SIDEWALK CURB AND CUTTER z z 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY SECTION D-D SECTION C-C x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST AND UM 10' INTERVALS 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 70' INTERVALS AL SPECIFICATION `VDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD PNO BRIDGE STANDARDS (FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK) REVISION DATE SHEET 1 OF 1 502 203.O VIRGINIA DEPARTMENT OF TRANSPORTATION 0"13 ( uunh it( illbirmarlr CNIMt4trvatlnn Vlan (lterklia - Tb he placed on 1 Nmdrrape Plam IliundriaNTk. pp 111-1114.111 .Q7 for rnmplrfr vprrlfiruinml 1 l k fnllowinr limn shall Ik,hatra as the No" Tncs Li he saveiL a timitstvr:hatrinylYmaidednpllnrnf(reevluhevcrsll: � luattnnundtppoofprotA;tvclNsinnit, d tnrlrJr chanpea rcquriny ntv wla I. rn wally � Prtmpn4tdttrolchinC>xlarmelinEbewnddtelitDd:ofcleurm� - �_ZaSJlIlG4i !� +II mrrs I„ 1,; +Itvtvl :hall IK mnarked wit11 punt ur 04" at a laciilht cicarlr virhle to etpittna'+n .,petU.ry �u praln,g :tin') Nrgm until tlu tree mmattng ILaa Dien mvpea:ted and appr,ved 6y a Count. ltasptcur s Pn-Cnnstruclin+ f'ntrkrrnrr. d Trec o c-.r, rr-r. and prmucron nx rnart:s shal' Dt miew•tel with me tontrusint on uic 4Eaaiarrnt llnuadmm and Storage !� Ileac} cgwpmLlu, t,jII' ttc I14ITq Wild sctrayc 4.1'cunsauumm maul talc nicludnag .oil [hall into lie permitted %li titI the aft I pkma rd nets W be aavial S. Roll f rervllpN and StaN'tnwarr hMr/nhm Dfviaa: / i� �.Ns'II Ikv.c, �kAll n,lt Ndc n.cl, nhCv' Ut^.� m.l tK iutit! a. I lrctt: d I'lTlf art mail perrtnRal within I1111 tees tit the Hipline tit rrt t Ta, nc s I,La `. rode ptaletlLl.: � Tu%ty 1tinNCtin1+ vlvall r,:a bt ahtleJ wnnm 1(al fact nl tIX ifnplute of trcev tr be tav� - It. prolmtllt Firstling: d grading artivny shall he pnALY[gvt by iJnC mF d }cmtnu ,:Ja[I Dm m pinch and il•.all h Irpteci�l:ttMl :ytprmad tit a C rlaltty Ittytcctur nnnr ut yra llny ur CtlnatiYCll{ri a. I fee NCOL Id Where dte iilrnRYt level mwt he rancetl vnlhie the JrTiine Ida Irk "be anal a Ace well slut h prnna11v1 and a ctNtstruLtam Jrtal vahmrt ::d tar aoprcn al la, 1 rer 11 alls: d IAlten dte amand level mint h hvwemed wlthm tla dnphnc it irm it, 1% Loved- a tine a all .hall he ptovided_ artl aconvtrurttal dtul %ohnI in, appnlysl I Trrnchlnr and IunnrlirI IJ When Imetnchiny to 1eyuiran within thr Itn1113 of, IManod it stall he dni a >r tar away from the mnki o(Raes a► pot4afnls Tuarttahny Untie, h largo lreit ,hell he entstialelvid at art allenutW s w•hn it is anucipewd Ihd tusectary brad idy will destiny fowler trol la i'r, naive fey cmg shall he the Nan i crm rentucval ut-,U the final rimiap. IJ. Damaged Trust 0 UamaycJ tr ,, -lull Ds waauJ imrtxltauly by nnnitty. Yrmloattun err AnAna rKilvnti r;taamu:,ewds+l by s trim tpmaalrt 1/1T'k: 1'I' lS THC DL'VFl.O'f:R'S FSp(►v(SfNILFT� TOCONhkR N'IFill THE CON TRSCTOR 10% r=CONSMVA 7WN RCQtIREMVVTi, _31o?i /9Z Il:t�l R cfrr�nn RE mnrl:r 4 1 tXTR%CT PERCH ItSER SIG\.vTURE rDA l FI 5IlA]6.Page t d it 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 / / 2 JUSTIN M. P a Lic. No. 45183 *`�SSIONAL ii�G 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 4) 2020-11-20 5)2021-04-12 FILE NO. LANDSCAPING & SITE DETAILS 19.029 C7_ Ff Pi 26 BZL u,A3 I ?4 �'-_ ---- 530r o O an O_ _LO- O O -P.O � O O an --A an O-4. U0ODO �I- Vo yI :`CD -A I Ilk 0 0 0 X-A . � wa I� _.._. ham_._.._. F W. uRI - �" � - - �_ ��� � "...o �' � -:' � ,, ..• :.:. , :. ,••; _ .� ...�! C.':SIpEWALK % '.:,'•, 2 '.W S„';a' 60NE.•\SIOE�! \ n i. f6 \ \ �Z 1- w _W-w a W\� L AS -W -w `W W - �W aw° �w w\ K ,�\pEWP! ,-_, cp - �2 OW - W 1.� 00 ��� + _N 4 OJA6 KtCS \ \ �iII IGLEN OADo 2, + s-GAS GAS - s W L4 ES CAON TRET SPACLI Ql. f- E AiIC .. 11� L 1 v W 1\1 �=�7- ..... _ ...... Cr o: • 'offC.9. ../ l iI I lyA II I r 2 O I I L y, oo' / / / r �F L ?r Gc^v / / 0„10 i1, �1,. s n AS I 'O ��J�cT, /.:II A y, o, o�� t / /: I I 1 l W C,P Z --. f f/ LP O�O� �O �G �.�-cs9n '.'. �I\ II �`: 'On ,.���1 r � \ � � �,. ,i"'. I •., r/ i /�Gf / c.�� / H�� :. 1 � / !1 o S 30 0 30 60 90 +M +M 0 oD Scale: 1 "=30' 545 ¢ "' Q w 545 540 535 530 525 520 515 5110+00 • . rs�li , 11 -«ii1i11W4 x 7� �CIi4'<N'.IG111i =-oar®�ii _ _ ■ ` � V7 - CR*22 GLEN �IM13lJPI -� ®®o---. -�li i .lid. �■� __ _--' .�L�itl•J:;4hR�Px37��■111j1Yi1iflIWi1��=�i�ir- 101 S J 11+00 11+50 12+00 12+50 GLEN OAKS ROAD PROFILE C8 SCALE: VERT: V" 10' HORIZ: VAO' 13+00 13+50 / 1 30 wl 91 IN IN IN IN ■IN■IN■IIIIII■ 540 535 530 525 520 515 14+A10 1 535 00 V 1 • _ .. N ■�PVI ELEV. 52l.0U_� 8 00V , 19111SD 525 -- ■ . �� -fY1ia..�y®A _ 7 -- rVIIh OAR\ITETIr�s; __ N162 1 -- • - •. - ♦ i' ♦ P YL♦ncEi7Pr/.n�LN♦�1, i i i i i i VV♦♦♦ V UUMHAU I EDFit I ♦ ♦_ `V �,V♦� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦IV V ♦V 510- •IAI F - - - - - - - - - - - - - - - - - - A:F - - 25 MPH DESIGN SPEED .. 1 ..FILL 495 '•1 .• F_ _ P. _. FS IRI 11 1 1 11 © 1 11 1 11 1 � 11 141 ROAD PROFILE 1 1• 1 540 535 530 525 520 515 510 505 500 495 490 IN GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS required i 1. 540 535 530 525 520 515 510 505 500 495 490 IN GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS required i 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. t 2. Construction inspection of all proposed roads within the development will be mode by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. ` 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground installation must cam I with OSHA pipe PY 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 sub rode soil CBR of 10 or renter is not obtainable a revised pavement design shall be made b the design engineer and submitted with 9 9 Y 9 the test results fora royal. PP 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 discharge must be retained within the public right-of-way or within easements prior to acceptance b VDOT. All drainage outfall easements are to be pipe Y 9 extended to a boundary line or a natural watercourse. The contractor shall field verify the length of all storm drainage i e. PP 8. Guardrail locations area roximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail maybe TOP CP Wr P1Y WR9 F ITVPMMI ar ,rvnvmrt �u�i PIPE TO LweasE r ESmw / /OE / COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS r / CENTER LINE SECTION TROWEL LANEs� nrlm TYPE ,s¢ECT TRENCH PLACEMENT Evw aF PAS* •"Y uErs rox WnYT RPE ro wTlx n• �a-`s-i-fr-rc-fr-Ir-�-�� �- PgvxLnxr szs,vc a eAa roE aP Pu sID'" 9J®KE �}/ � �C�-5¢ECi MgiERIK iYR:Igt• �� IrYRCKI c. O.0] IORMW]E. «3 I05dOg1E OR E. Doss IEErxD R. rnPDArxW RERxEPE,rts DEDTExrLI RUIxacE FARNC PLAN VIEW I� (PLACEMENT OF CO-1 COMBINATION UNDERDRNNI OR �]T �-- PAMfl11 916I2 4 eISE i- 9J®IeE d CEIENi SIOBILIZED SIARLSE laooir"NaR�LRa sriTPEreuzmlWecxPW ••••• NS] .VYAEWIE, Ne N+.REGATE q! CAII4ED LE Doss L¢rEp Ha ceroAnw flEae.Lv+rs. GENERAL NOTES L E33 S•ECi1CM1Y MICI,rE9 D]IBUTER IMRARPN NILL HOT 6E LacArm AT rl- PaxT WEN bm sEyaE Aw RR30RME wE srramn. :. nEHCx swu WE Pum wnx rnsawre Aw rxRaLNRzr xww rWrto TO INSURE GpPACINESS NON -PERFORATED OUTLET PIPE 3. WT,Ir PRE 91KL eEcx AT THE EDGE a THE mAv¢ LWE PgvEumT A•a sAUL a necED on A GROVE vWWuu ro rIE sxouloER saE z %-1. a z oESRIPlE1 H.E. 1. CN LIxB NID WirER SECnp13, WERE R 6 ePo35HE TO DTIEAWH FAOVEE wru�s FOR LwEwRNxs. THEY xE TO w LOCARO W a TO DRw lira DRaP wErs OR uewalrs. 3. p 911P£li¢IVgiED SELIICl6.1R¢CX n TO SE IIInER ENTIRE PgYFAENi M2q WITH OUTLET PEY OR LOW SLC ONLY. e. xvmr ELEVATIW AT au¢Er END aP Wrin RPE TO WE A wuW DP T-V' Am1E HVEAT ELEVgiYJll (£ RECnVxO piMU2 qr(X DX STRULnx6. N WNL rN]OE44 ONI - NtlE3 ]. ALL Cg1El'IYVS (ELEDW3, wY6, ETC.1 WITHIN PAY IIRs FOR Wl1FT PPE NE TO BE OF ilE sNE CR191EM SIREWRnI A4 11E OUTLET RR:. W W W iEsim ICMRLYW i0 ASIY 13-2412 AL SS L6LECnON. & WREi RFE M BE SmI,flRV CdIECIF➢ TO Ew-.OR DiIEA mMIMi srRwTUE. REV Ax�Ew�W.ARD3 STANDARD COMBINATION UNDERDRAIN «"R� sxEEr 1 of 1 flEvlsan DATE UT LOWER END OF CUTS) sss WI wx-NA DVAanolr OF rRxaPonrgnax ]WOR UNDERDRAIN Ox9wC SIIERnnI TYPE - PFF Nw.r. s• xaL uxFtu Nw.r. a• xou. oxElw RnoTx WALL Pvc .WE alm EWOix vxl K TO P9 N%N TO P9 NNN a-s LLre C£ PAY Ppt vAVRAPNT 4 Wnrr PPE sNxASE rov a wr ca'G �' Ey� W T1r TOE a Eu E{y WlePunox uovlwul nYPCl11-�T' mwunER uE vE I EODE rc PA.EUEur COMBINATION UNDERDRAIN CD-2 ON FILLS I. -• TRAv¢ LNES CENTER LINE SECTION -1.-E--�--------F-- - IWIX iYFE 13LEM WTEAIKI fWE Lf PAYELd! TRENCH PLACEMENT RxxzixW vE :I TOE Cf il1 -PAWIExT RMACE s eAs � SIYAg LY13 OR PAY FOR OJRCr iFE o g== .e. o.-o=oo�-s¢Ecr uArLRK ,vPExoR: pLM1 VIEW SHOWING PLACEMENT OF -•-"•" CD-2 UNDERDRNN u] ACAGTE Ne ADDPEwrE OR RnrREn WE � Doss uFET«u «e RNDATN%1 IEpwEREnrs D� NON -PERFORATED OUTLET PIPE TYFE rc PFE cWlRrlc srrmWTx N w.T. ^ WlW RnErER Nw.r. e• xw. RxEnw sxoom wA3A Pvc .wD L.Es 9nOTx w!u PE m P9 NxN ]O P31 NNN OR �-PAVEIIEM AW/LE a BA9E o a o 0 9.bHA5E W CEMNi Si/.LIZm sUSSASE - �-SELECr WTEMK iYPEE OR SLL90RME WE WILL MCpE54 IWI-xC1E5 ICEYEM qt LFE Si/911ZE01 NNN RSIEO ILLAMx4 TO /SlY PYItt AT S%RTLECTX%1. Fe] ILtlEFiA FS M.WELATE OR QUSNFO A� WA55 IEerxc «e woAna IEWiREumrs. GENERAL NOTES L rlExcx sou WE num WITH IewEDATF wo TIEwIDIIr xxa TN.PFO TO «miE WUPAtim�Ess. I➢fMOltll SLPb PAVELQIr L WRFi PPE 91KL fEOx AT THE EDLE OF nE 1RAV¢ LMIF P.E. Nn -��pPL �E d1 A ERICf PAiMIII TO THE 91GALEA ¢C4E 1 % W. (E RIDE 3 pl CLWB MD CNIER 9:CTCX3. 1111FIE R 5 FPOSIDII TO OT EAWE£ PROYWE EO-Y WRIi3 FOR LMEISPMI3. THEY ME i0 BE LOCARD 90 AS TO RiMI IMO DRW O]-Y NEFS CM NMME4. 9S IM RBS(6�• INT�PTMITPE 1. RI APEIAEVAIFD 9ECip16 1RFIICN 6 i0 R: LNin FNFPE PAVEIPNr AREA Mlm p111Ii PRE M LOW SALE CHY. s. «rrE1T EuvAlnx AT WTIET Ew a WTIEr PPE ro a A xNW W a P-D• A90RE NlVERT ¢Evanx of PECEINw DR,wroE ma OR smucvE. PLACEMENT OF CD-2 UNDERDRAIN AT a xa caNlEcnoxs rtLeows, wr[s, ETC) Wn- PAY WTs FOR Dunn PPE WE ro BRIDGE APPROACH SLPHS E of THE suc Lvusxwc rrREwTII As THE OUTLET K. ]. R1REi PRE i0 R SECURELY COIeFLIEO TO Ew-IYOR OTHER RiNI/K SIWICNRE. R>EW,LATIDN STANDARD COMBINATION RTEPEHLE fl0I0 fN0 BR[iDE STMNMW vz (AT GRADE SAGS AND BRIDGE APPROACHES) aysnx DATE em W. WRwA LEPARIEFNr a mWrozrnnRl mos VDOT CD-1 8c CD-2 DETAILS Not '1'o Scale Eneon Commeraal ProtludW, Inc ItlG a11111 - Removable D,cwiD xumeLT 1 P0.Sf SNW m•,w .o,., r„�„I„P.. x,lx, WTH 1I1131 RecanmeneeD U. speclWcxlDns: ore: s-].,] w r.. zaeas...ws ewe oRWe� xxx�Poweer coalm slow edlae swl.: RempaWe 1­ 1. mq 3�'s na:ea uaDw Enbednent Nlnlln V Lid NI Rebor Sttrrupa B B & Hmkrntul R¢Y,focenent a B L 2LOD L •END VIEV - F[IUNDPTIDN 4 STEEL BOLLARD DETAIL C8 Not To Scale SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM JUSTIN M. P Y Lic. No. 45183 �FS'y/neFei ENG` 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 4) 2020-11-20 5)2021-04-12 FILE N0. 19.029 ROAD PLANS &PROFILES-1 C81 OL ixi 25 MPH DESIGN SPEED 1*-30' HORIZONTAL I LID I \ V 1 Al Ry 1 I ZO �FIJG pZE,O I� ,/ GGZ OE�P�'\OR S\ I' °OM 1 N I A2 1 +00— A3�' \ N' 9f5q LOT 4—I / — 5 l i I ,L----Lar 'I I 46 LT " 1Np _ _� L07 ! ! I All .. 1 BEE HORIZ: D REE TERRACE EXTENSION PLAN 30 0 30 60 Scale: 1 "=30' JJJ 530 525 520 515 510 505 500 `( .o NOTE: THE BEECHTREE EXTENSION PLAN & PROFILE DRAWINGS ARE NOT PROPOSED. THEY ARE FOR ILLUSTRATION ONLY TO SHOW HOW FUTURE ROAD EXTENSION WOULD BE COMPLETED w a D_ AUL -- J BEECHTREE TERRACE 49' PUBLIC ROW 25 MPH DESIGN SPEED AADT=586 1'-30' WMANTAL 10-10' WICK rn u� n 495 9+00 9TERRACE 2 BEECHTREE EXTENSION PROFILE C9 SCALE: VERT: 1"=10' HORIZ: 1"=30' 11+00 'ROAD' EN 1UTOD OM - I / / / T�PE 3/13RI \I MUTOD G. I / / I I / \ I \ I 1 \ I I I ,,III II I I I I I 1 1 I I I \ I I I • sn f ! MN 4 ff MIN. TYPE 3 BARRICADE *t s MUTCD 6F-7 DETAIL C9 Not To Scale race of Curb Invert Une I' r 6•r R-JS' _C^ R•125'— ��r ? Ration Curb a ROLLTOP CURB DETAIL C9 Not To Scale RD ? '� 29.0 Q S OIN RD D RD � � A ' / N�N LOL z 1 3 30 I i I / LOT \ \ I 52/ LdT I10 F0( — 7 SOT /54 I h`v / LOT � ys 55/ l�J I RD I RD 1 ic CRESCENT WAY 49' PUBLIC ROW 550 545 540 535 530 525 520 n 51 LOT LOB, LOT I LOT\ t LOT �\ LOT I LO j i = 4� ' \ LOT 44 43-47� 41 40 1 39 \� 38 i' II m 1 1 1. Iv \\I 12 / / L--\ A6 z i N O PP �0,'S oPP 0 \ 18' DRAG !LE I9 CK Lam. — I ` .♦R lu �u du ucuucu --- --- - - \.. \ Rs SOON \ 3 LOT / N GG/ F• PS — CPS FPS —CPS —CPS —CPS n -- CPS LUS Q45I CPS \:tiO—IIAS CA \ ASS �\ \ 3 10 —s` w G�'W / \w8"DIPw q V �0�,�y —v� �W- w\—W G' �w �E�`c' 9Q LOT +56 1 1 I II w ShD.EN'AL'K'� �° �. � . '. a �'.' .•./'a : `: I :n \\I i a i — — t 5 IN FR T S TBACKT 32 T 1 LOT o \ R ua ua '11 u a u� au uw ua u N 11 "NO PO �a Tr1 25' MAX. RRONT SE TBA I 1 1 PPpy p'-b �I o , �0l �' 11 LOT 1 �01�p� SOT �p1 11 w 1 \ ti9 �00 2 3 1 94 1 t o z N l c� Sti9 rt, 1 1 6 -7 1 °';,�✓'��\ \ 1 1 / 1 /�.� I 1 � ¢.; I .�� C1G' •SOo� O�V M\. 25`1MWX-FR!)NT egTRAry 1 SESBPG/� ./ 1 \ .... '� i. •••i °"O� f Sfl 30 0 30 60 90 Scale: 1`30' 0 0 0 0 25 MPH DESIGN o SPEED AADT=586 w f-30' HMZONTAL VI > 1'=10' VMTICAL > _ N o \n w > > rn > W > —PVI STA_fO+&3 O In > as w > X. GRADE W > a N > W > a ST EL ��6 . V. +'f OO 530.50 p Vpnr rn_� 50.00VC 156.74SD 9.91K-Val PVI VDOT CD- EL ' V. ,7g 529.05 Cf p No 0 5.00 7 1.0 K Val 4" SCH-40 P 2.08 2 51% SAG STA.10+11.77 SAG ELEV C CREST ELEV.531.93 20 LF 8" INTERIOR CEMENT MUP GRAK vv COVER \ MIN. 3.5' SCH-4) PVC 2.53% -- TAR -LINED, S o STA.12+08.24 G ELEV.529.08 VALVES AND FITTINGS PER PLAN m n N Ian oN 1O+00 10+50 11+00 11+50 12+00 s CRESCENT WAY ROAD PROFILE C9 SCALE: VERT: 1"=10' HORIZ: 1"=30' M p + M p + N + O u7 f N 06 M Uj tT N N R HJ HJ Nub MVJ s BEECHTREE TERRACE PROFILE C9 SCALE: VERT: 1"=10' HORIZ: 1"=30' 550 545 540 535 530 525 520 15 2+66 SHIMP ENGINEERING2 / / LAND PLANNING - PROJECT MANAGEMENT / i / 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM / / / 1 I � 30 0 30 60 90 Scale: 1 "=30' STIN M. P JUY Lic. No. 45183 SSIMIA1 06 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 4) 2020-11-20 5)2021-04-12 FILE NO. 19.029 ROADS PLAN & PROFILES-2 C3 SHAPE TO ELEIAnON LARGEST PPIPE.W SHAPE TO CONTO R I I OF PIPE I I I I I ♦ I v SOPE TO CMNN TO INVERT R OF OJET PFE SECTION AlMETHOD OF TREATMENT IN DROP INLETS NOTES SHAPING WI NNMOLE AND BLOT AVERTS IN TURFS RICE SWITH PECIFIED TIP DRAWING IS TO APPLY TO THOSE STRUCTURES WENT OFEO 1 SLOPE TO BRAN ST PLANS W WHERE INVERT OF WE IS ABOVE AVERT OF 1 TO AVERT Oi STRUCTURE. `• CAPLET PRE NNAiCO A DROP INLET 5 TO BE STANDARD ND CONSTRUCTED N ACCORDANCE WITH APPLICABLE STNOMD W SPECIAL. DRAWING. / a WE AVERT SHARING AS DETAILED IFHECN 5 TO CONSIST OF A / 49 PORTI. TO CONCRETE MIX CONFONRAG TO CLASS AT OR CLASS C1 EXCEPT THAT 25X OF COMM AGGREGATE MAY BE LP TO 4J N DIAMETER AND CONSIST OF STOE BROKEN LOCKBRICK, BROKEN CONCRETE OR BROKEN CONCRETE B. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HIND TROWSLNG. NONE I VVV��ILL OF WE COMB AGGREGATE SN&L REMAIN EXPOSED. - PETALS OF NVERT EACH MAN AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EST IT WE AR CROP MET IS E) U SHAPED CONFIGURATION TO BEST FIT WE PARTICULAR INLET AD WTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROM AND r)BRIDar ANDS STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SHUT I OF 1 flEVSION DATE MANHOLE & INLET INVERTS 302 106.OB VNGMA DEPARTMENT OF TRANSPORTATION CG-12 GENERAL NOTES( t THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED OGLES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH AIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOW BY 2 FONT N LENGTH N THE WWCTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATEM& WITH THE TRUNCATED DOMES DETECTABLE WMIMG MAY BE USED WITH THE APPROVAL W ME ENGINEER. TYPE A 3, SOPNG SIDES ES OF CURB RAMP HAY BE POURED MONOUWITH RAP PERPENDICULAR FLOOR W BY USING PERMSSIBLE CONSTRUCTION .DINT WITH REQUIRED BARS. 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR COWEL BARS SO THAT ADJOINING MAREO SIDES CAN BE CAST N RACE AFTER PLACEMENT W PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE GLASS A-4. ON 6. REQUIRED BAPS ARE TO BE X0.5 % 8" PLACED 1'CENTER TO CENTER ALONG '2_ BOTH SIDES OFT RAMP PLCOR.MD-0EPTH OF RAMP FLOW. MINIMUM CONCRETE COVER 1/t'. N 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ME INCLUDED IN PAYMENT FW CURB / COMB AND GUTTER. TYPE B T. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ME i0 BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGMDL£SS OF WIETIER SIDEWALK IS EXISTING PROPOSED OR NONEXISTENT. THEY MIST BE LOCATED MTHN PEDESTRIAN CRESSWALKS AS SHOWN ON PLANS W AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEND VEHICLE STOP LINES EDSTING LIGHT POLES FIRE ,,,,, U_p% HYDRANTS, CROP VETS, ETC. ACCESSIn ROUTES PROVIDE A FDNTINUOUS ma's �="- UNOBSTRUCTED STABLE, FIRM AE) SLIP RESISTANT PATH CONMECRNG ALL 12D ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED 5 AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TAWl SECTIONS PROVIDED THAT 2•IN THE CUM OPENING IS PLACED WITHIN THE UNITS OF THE CROSSWALK AND AT 2" HIGHER TXNI THAT TIE SLOPE AT THE CONNECTION OF THE CURB OPENING IS EDC fA PAVEMENT PERPENDICULAR TO THE CURB. AT X* , SAE a TOP OF CUB B. TYN C NCRETE SD AK IS 4" RMEE�CTKS IEIJµTHRXE TNTRARC♦[ RADII CANHOT TYPE C AGCO REFERTTO ST DASD CO-113 CO,IMERCI& ENTRSANCE HEAVY PARALLEL &PERPENDICULAR TRUCK 1'RAF IC) FOR CONCRETE DEP}H. O. WE CURB RAPS ME USED IN CONJUNCTION WITH A SHRED ME PATH, TIE MI WIDTH SHAM BE THE WIDTH OF THE SHARED USE PATH II - 2.4" TRUNCATED DONE C-C O O O O 0 0 0 O O 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + v , V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Z OT SOX.-65%OF SASE DIAMETER S 0 0 0 0 0 0 00 00000003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a LV' V.ABLE BASE OVMETER 4'MINIMUM.� PAY MARS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL W4 CG-12 DETECTABLE WARNING SURFACE 5 GENERAL NOTES I VROWM DEPARTMENT W TRANSPORTATION E5 DOWELS, 8" LONG A ERM5SIBLE AT 12" CC CONSTRUCTION 5- ON. JOINT 12:1 MAX 12:1 MAX 0 B RAP (SEE TABLE) TRUNCATED DOLES A SEE SHEET lOF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATON FACE OF ROADWAY CUM 2 B OF CURB20 •1 4 ; 'MN.+ SECTION A -A EPMISSICTION BLE CONSTRU OIXT SECTION B-B NOTE: FOR GENERA NOTES ON THE DETECTABLE WMNING SURFACE. SEE SHEET 1OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRAPE IN PERCENT ER MIMAUM RASP LENGTH IN FEET P' CURB 1 6" CRAB 0 4 6 1 5 7 2 5 8 3 8 9 4 8 2 5 D 15 8 14 15 END -SECTION 12" - 60" PIPE -1U9 END ON OUTLET END -SECTIONS ;P-COT END ON NET END -SECTION X <LAW CONCRETETO BE E J 4000 PVYMIIN L B M s�x AMC i 1 / D E PAY LINE SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" T-V 2`0" 4-0" 2.0.' Is" 6" 4'-34 P-g" 4'-0" -6" IS" B" 2'-3- 1'-B" P-0" TO. 21" 2'-I1" 2'4" 5'-W. 3'-6- 24" 3'O4 2-6" 6'-11, 4'-0" 37" D 4-V 2'-T 6'-1- }D.. L2 g..1 ., 5,-D., 3311 36" 1'-31 5'-3" 2'-D •• B'-1 8'-b' 42" 1'-9" 5'9" 2-1£ B'-2" 411. 2.-D.. g..D.. 2..2.. 8.-2. T-O. 54' 2-!• 5'-5" 2' 9 .• 6'-2 •, ]•-6" 60 ALTERNATE END -SECTION 12" - 60" PIPE ES -I x a CONCRETE TO BE A 1 L -E- END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A B C 0 E IT 4•. 2•.0'• 4.q00 0..9 2'_01- IS- 50• •-3• 3'-p Bdmr 2•_V 184 B" 2.3" 3'-O" 64., 6'-0' 2T' 9" 21.11" Y-2- 6'-,, 3'-1" 24. IOC. T-7- 2.. g.. 6..3" 4,-0'. a].. 1 .. 4.-0.. T- .' g.-P .. 4.-g„ SD.. L.O.. 4..6.. 1-2 '. g..1 ., g.-Bo 36" I'-3" 5'-}^ I.-TOI'H 6'-0" 5'-}- 1'-2'1 48' 2..0- W_0.4 2..2" 8'-2.. ].0„ Sv' 2 -!" 5'-,. 2 11• 6'-4.- ]'-6" 60" 2 6' 3-3" 8' 3 w mSTRUCTURE ss SECTION A -A NOMBI SECTION B-B 1. WE STANDARD SAFETY SLAB (S-D IS TO BE USED ONLY WHEN SPECIFIED) IN THE PLANS ON WE MANOR SUMMARY SHEET AND/OR THE DRIDN£ DESCRIPTION. FOR MANHOLES JlU4CTION BOXES AND DROP INLETS CORM HEIGHTS GREATER TIGW 12 FEET THE SPCIItG OF ADJACENT sIPEI'r SLABS SHALL BE III TO 12- WITH W SAFETY SLAB LOL%,TED WTHIN 6 FEET OF THE TOP DR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW MY BEET WE OF DO' DIAMETER OR GREATER. 2. WE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. WE CAST N PLACE DRAwIDS P. T FOR FURTHER! DETAILS PAY LINE 3. ACCESS OPENINGS ME TO BE STAGGERED FROM ONE SIX OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ME TO BE STAGGERED ACCORDINGLY. B5 BAP B 8' C-C TYP. R NOTES: 4. SAFETY SLAM MAY BE CASTAN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE WE LENGTHS SHOWN W PUNS ARE GLASS M (DOW PSI). PRECAST CONCRETE 5 TO BE M (AND PSI. REINFORCING '.'1 BASED ON END -SECTION DESIGN SHOW STEEL TO BE IN ACCORDANCE WITH MRHTO MJt. ''t .'f t' 't "'t . •t .: . ON THE LEFT, P THE CONTRACTOR ELECT5 5. ACCESS OPENINGS MAY BE 30" DIAMUER OR b' SHAME. WHEN STRUCTURE WIDTH IS SHOW TO USE THE ALTERNATE DESIGN SHOWN ON LESS THAN 30" THE ACCESS OPENING SHALL BE RELTAIGULM (STRUCTURE WIDTH BY THE MIGHT,EEALTHS WILL BE BY TIC DIFFERENCE IN DMENSON 'D". W' MONO). TYPICAL PRECAST UNIT xv=r SPECFIOAT FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS ROAD ND BRIDGE STMDMDS TYPICAL CONCRE E SAFETY SLAB FOR DROP INLETSF REFEREN W2" REV. 7/01 SHEET 1 OF I REVISION DATE MANHOLES AND JUNCTION BOXES vN: II.v.A DEPARTMENT OF TRANSPORTATION D02 D2.O WKg,y VIRGINIA DEPARTMENT OF TRN6FURTATION DI WP-2 A AHD B�L MM 1B TRUNCATED DOES SEE SKEET 1OF 4 FOR DUALS A 4'-0" BACK OF 12.1 MAX. A�M:1 MAx. 20 11 I I SECTION A -A I--z• ulN- fRMISSIBLE CONSTRUCRON DINT SECTION B-B NOTE' FOR GENERAL NOTES ON THE DETECTABLE WMHNG SURFACE SEE SHEET IOF 4. A 4'SQUARE LANDING _ AREA OUTSIDE OF TRAVELWAY SHALL 3L BE PROVIDED WITHIN �i THE MARKED CROSSWALK AREA- REacNE r-A51 R3E®CEI� 7 I CG-12 TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION DIAGONAL VARIATION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) TIP DESIGN TO BE USED FORCONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING ) III I IF ATFTOPAOF WIN 9µP MINIMUM CURB RAMP LENGTH S FEET FOR NEW OR RATI CON CG-12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANWORTARW Ate, I FERMI CONST. 5'1111. ,DINT L 1 Y� AEJ TRUNCATED DOMES U1 SEE SHEET 1 OF 4 FOR DETAILS o t TANGENT PLAN U = STD. CG-2 y 4. 2,-p., BACKOF12 : 48: CROSSWALK( 20 ' 1 TYPICAL PLACEMENT .: _ AT INTERSECTION WITHIN CROSSWALK SECTION A -A NOTE: FOR GENERA. NOTES ON THE DETECTIBLE MANKIND SURFACE. SEE SHEET 1OF 4. NOTE' THE REWIRED LENGTH OF A PARALLEL RAMP IS HATED TO 15 FEET, REGARDLESS OF THE SLOPE. 'W CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION GG-11 TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY WIDE IN PERCENT MINIMUM RAP LENGTH IN FEET ♦" WRIB 8" WRB 0 2 I 2 5 2 ! s 3 ! 6 ♦ 4 8 5 Z5 0 6 T R T D 15 15 NOTE' THE REWIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE a 3X 8_ n nW II I CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP WE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY SHIP MAY VARY TO MEET EXISTING HELD CONDITIONS AND ROADWAY CEOMEMICS PROVIDING THE DIMINSIONS AND AR E E AS NOTED. +391.1^La '+ sW�:x 12 AT X OF MGHER THAN \\ AT,'K,W.SAMEEIA6 TOP OF CURB THIS COMBINED UPAR LEL 6 PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. MINDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" % ED" MIN. DIMENSIONS. THE SHORT PERPEIDICUULM RUN TO THE STREET CM BE PROTECTED BY A LANDSCAPED SETBACK W CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12-4. EDGE OF EASING PAVEMENT CAS DETERMINED IN FELD) TASK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRA➢E CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 % INCH THICK MPH&T SURFACE COURSE (SEE NOTE 5) AB * MINIMUM T2 INCHES OR GREATER AS NECESSARY TO OUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES+ I. ASPHALT PAVEMENT WIDENING SAI HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE #PROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE WPTHS AND TYPES OF THE LAYERS OF E%5TINC PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROP05ED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3, A MINIMUM OF THREE CORES SHALL BE TAKEN &DING THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN WO FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1'/ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO IMTCH THE PROPOSED PAVEMENT WOENNG SURFACE COURSE. UNLESS WAVED BY TARE ENGINEER. 5, THE ENGINEER MAY REWIRE THE MILLING DEPTH OF THE EXSTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXSTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROV& OF THE ENGINEER. ]. FIN& TRMSVERSE PAVEMENT TIETN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315-05k) OF THE SPECIFICATIONS EXCEPT THAT A.L.JOINTS AT TE-IN LOCATIONS SHALL BE TESTED USING A D FOOT STRAIGHTEDGE Al ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.00(R) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING REFERENCE ROM AND BRIDGE STMDMDS FOR WIDENING SUBJECT TO TRAFFIC 315 9EET 1 GF i REVISION DATE 303.02 VIRGINIA CEPMTM:M OF TRANSPORTATION 211 NOTES t THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS AD F CAST N PLACE. 4000 PSI IF PRECAST. 3-COMBINATION CURB 6 GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CUM)SHALL BE PAD FOR AS RADIAL COMBINATION CURB 6 GUTTER. 4. FOR USE WITH STABIUMD OPEN -GRADED DRAINAGE LAYER. THE BOTTOM OF THE CURB AD C T O! =emu OM BE CSTRUCTED PARALLEL TO WE 5LOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-T IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANI 6. WHEN THIS STANDARD IS TO BE TED INTO EXISTING BARRIER CURB, THE TRANSITION 5 TO BE MANE WTHIN 10' OR THE CHANGE IN STADADS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER 5 USED. THE STADMD ENTRANCE CURERS W STANDARD CONNECTION EST STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CUB CONFGURADON INCORPORATED. THIS AREA MAY BE CONCRETE AT THE OPTION W THE CONTRACTOR 5022 I R201.04 "�� EXPMSDN JOINT 3'-10" y CONS I' BAPS D LFPROACI FRANELi COVER BACK OF SDEWAK .DINT fCUTTER f{ BMs c 4•• SEE STANDARD IC-2. 2• BM 0 WMpEt cARM Y p >a STREET APPROACH SAME SURFACING (SHOWN N BEM I AS MANINE ROADWAY USE NOTE 3) SHOWN ON PLANS( N GENERAL NOTES t WARN URED N L WITH STANDARD CC-3 m _ BAR$ C 6"6"6" 2" FFH BAPS B N' p r BM C 2 ^- I SUBBASE HARDWARE IRAgUS TO BEM SHOWN ON PLASH O OR CG-2. THE CURB FACE W THIS STMOMO 5 TO NEt FACE BE /D.IIAIFD TO MAIM WE MOUNTABLE CURB V 1- ARS F ° � i -=- MS F CLOTH 7 CC-2 W W-8 L--_- COHFIOURATIOIL 1 1 I I a w _ WEEP HOLE SEE NOTE I / 2. SEE STANDARD CG-12 FOR CUB RAMP DESIGN TO BE _ - "N I B 0 SOEWALK USED NTH TINS STANDARD. , ._, (ME w -____ b STEP STEPS'SE E NOTE 3) WTKNAL UNPAVED SPARE 3. MNNLBIE PAVEMENT SHALL U CONSTRWTED TO THE o II BM F BM a BARS D NOTE 5 ---- n FLOW R/W LINE (EXCEPT MY SURGRAUE STABILIZATION " FACE OF CURB II GUTTER 6' 6" a RON NEOWED FOR MANLNE PAVEMENT WHICH CAN SE OMITTED N WE ENTRMIOE.I CR K CONTROL JOINT CRACN CONTROL JOINT 2•.p.. . JOINT----� EXPANSION PLAN SECTION A -A „ JOINT 4. RMNL CURB W COMBRUTON WIN N!0 COTTER 6' MIN 'MIN NOTE: MN "B• 2'-O' W M W MAINLINE ROADWAY SHAM NOT SE CONSTRUCTED BEYOND WE RIM LINE EXCEPT FOR REPLACEMENT PURPOSES. AX. rJ-A 10 MA%' KEYED CONST. JOINT r -I SNOWX ON TYPICAL SECTION A! L-VARIMLE - MAX. 20- •.1 WARPED PLAN VIEW ENTRANCE NOTES 2'-0' r� B' 2' -6" 8" �B 3'-0" 2" i= GUTTER ^GPDPPCCA " r BARS A 5. WHEN THE ENTRANCE RAM CANNOT ACCOMAWAn THE TURNING REOUREMEMS OF ANTICIPATED HEAVY TRUCK w" MNILINE ROADWAY SLOPE TRAFFIC. THE DEPTH FOR SIDEWALK M CURB RAPS - - -- --w 10' PARAMOURS CURVE (ENTRANCE MY) WITHIN THE LOTS OF THE RAIDISHOILD BE INCREASED TO ]". (SEE CG-D) B S C- I 1--------------- - - ,..•..,T' 0 `OPTIONAL FLOEW'ELIIEOR ex MAX. 0 SLOPE MAKE M - - - S. PLANS ME TO INDICATE WHEN CONSTNUCTIX)N OF A FLOW - - -r - - J /� BAPS F BM5 E IB - _ � N 'SEE LINE 5 REWIRED i0 PROVIDE POSITNE OR/NIDE ACROSS p p y:3•• OMETER BARS E IIIRR NIAGWAY - - - - --.�- - - -- - NOTE T) THE ENTRANCE. (V(F.�f�/lI I WEEP ROLE FRONT ELEVATION a• r-6- 6- Baxse Bx MAX. -- D ® -- ]. THE DESRAELE AND MAXIMUM ENTRANCE GRADE CHANGES ---- --I (GUTTER REMOVED) BM5 F r/' 3.-0' SLOPE CHANGE D 'D' ARE LISTED N THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. I L� 5xl/( BENT PLATEs : SECTION B-B 5'V 20 MINIMUM FOR COMNERCA ENTRANCE INTERSECTION NOTES M CONSTRICT WADE CHANGES WITH A PARABOLIC WRVS. S. WHEN CO-11 IS USED FOR STREET CONECTIORS, THE CONNECTION MUST BE DESIGNED N ACCORDANCE WITH TVPE A NOSE DETAIL SHALL BE USED WITH CG-3 6 CG-] STANDARDS / R °-; � -'. - LG/X'X21/ "XI/" AASNTO POLICY AD THE APPLICABLE RECIXIEMENTS SHOPPING TYPE a NOSE DETAIL SHALL BE USED WITH CG-2 6 W-6 STANDARDS. TYPE A TYPE B GALVANIZID SHEARC WELDED SECTION A - A SIGHOF T DSTWANCN� MMSEU�ENMENT&G GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68. 30' CNNECiOR TO ANGLESTUD RON AT B. OPTIONAL ROWLNE MAY MOORE WAPING OF A CONNECTORS AND IS TO BE ANCHORED WITH /2" X 4" STUD SHEAR NOSE DETAILS PWTON OF COTTER TO PROVIDE POSITIVE DRAINAGE CR05G THE MTERSECTON. WELDED i0 BENT PLATE AT 2'C-C. 2„ CPR PAVEMENT 'AIRY-II{D ALLOWABLE ENTRANCE GRADE CHANGES DI-3A L I-1 DI-SB L DI-3C C"-I L WARPED PAVEMENT M a - CLAPS Al All, TECONCRE U M. • M SECTION C-C ENTrIMIOE Vq.LME COME CHANCE OESRAMIE NOMW ANON MORE 1HAN 15W VPD 0 x ] x IEOIIM SO0-(Soo wD ssx 6z LOW I LEA r.5W VPO 56% 8X H ----�-- Ftow �I Flow •' 1'-D.. 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB NOTE, &LOWAKE ENTRANCE WADE TABLE 5 NOT FOR USE N SAGS BOTH SIDES TO BE SYMMETRIC& WITHOUT GUTTER APPLDABLE TO STRUT CONUUMS Sad"" METHOD OF TREATMENT XVDOT twoT ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET SPECIFICATICN REFERENCE SPECIFIC, REFERS ROC AND BRIDGE STANDARDS 105 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION PATE SHEET 1 Of 1 SHEET I OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH I • 8' 2J3 502 w2 104.09 OB/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VMGNA DEPARTMENT OF TRANSPORTATION G0304 -y 2' j.- I" R 4 rl • D. • D. • D. • D. • D •• 1 D tL IS _ --------- THE BOTTOM OF WE CURB AND - PATTER MAY BE CONSTRUCTED LOPEOF PARALLEL O THE SLOPE OF WIN. DO SOUP ES PROVIDED A WIN. DEPTH W T" IS NANTANED 8" VDOT 21A Compacted Stone Under Curb COMBINATION 4" CURB & GUTTER 105 VIRGINIA DEPARTMENT OF TRANSNORTATMN 502 CG-8 NOTES: I. THIS ITEM MY BE PRECAST W CAST N PLANE. 2. CONCRETE TO BE CLASS AT IF CAST IN PLACE. 4W0 PSI F PRECAST. 3. COMBINATION CURB % GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHILL S PAD FOR AS RADIAL CWBNATMN CURD 6 GUTTER. 4 FOR USE WITH STABLIZED OPEN -GRADED MANAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE S SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. S. ALLOWABLE CRITERIA FM THE USE OF W-8 IS BASED ON ROADWAY CLASSFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A R W WE VWT ROM DESIGN MAII D B" 1":r THIS AREA MAY BE CONCRETE AT WE OPTION OF THE CONTRACTOR 8" VDOT 21A Compacted Stone Under Curb A COMBINATION 6" CURB & GUTTER REV. SIGN VIRGINIA DEPARTMENT OF TRANSPORTATION 20.03 Albemarle Couary 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 them nim m information required on the drawings. additional infomlation maybe 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-buulf` must be labeled on the drawings with the date of preparation or revision 4. The constricted location of all items associated with the road constniction must be shown- The item include. but are not limited to the following: a. Horizontal Ugnment - 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 minumur" and at frequent enough imenats 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 consmution b. Vertical alignment - Show and label measurement points- and an interpreted line between measurements. Show the as -built centerlme over the design centerline. Ihstin_guisli between them by labels and Ire type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a stngje 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 III provide cunature and sight - distances. Corrections may be required for alterations from the design alignment- b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges Show and label constricted edge of pavement radu for all intersections and cul- de-sacs. Edges for sidewalk. as well as ramps and curb cuts must be included. c. C'uIr errs, Pipes and Drainage Structures - Display the installed type of drainage structure. culvert pipe size. material. inlets or end treatnent(s). mlet and outlet protection. alignment and invert elevations compared to design For slopes 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 guardl including the guardrail type, length and applied end treatments. compared to design. f Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways. sight easemems. 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 any design elements which were not applied. Inspection reports are required for fill compaction CBR's. and pavement applications- h- Street Trees - if street trees are on the design plan provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include anypedestals or other features. 4" - 3,000 PSI CONCRETE d d, 4" - VDOT #21A BASESTONE 0000000000000000 -III-III-III-III COMPACTED SUBGRADE -III-III-III-III-I I I � TYPICAL SIDEWALK SECTION C10 ) Not To Scale 2" OF SM-9.5A SUPERPAVE 0000000000000000 6" - VDOT #21A BASESTONE 000 1 1 11 III 1 1-1 I1 III I I II I II I I- COMPACTED SUBGRADE TYPICAL DRIVEWAY & � EMERGENCY ACCESS SECTION C10 ) Not To Scale 3' CLEAR ZONE 54.0' ROW VDOT STD CC-6 CURB AND GUTTER, TYP. 12.0' 12.0' TRAVEL TRAVEL 2.0' r2. 0' LANE LANEr607- AND 5.0'2.0%0% 2.0% 2.0% 20% _r LSCAPING "Eli-Uri�1TiL1�i!'I�rT'-. STRIP, TYP. 1.5" SM-9.5A ASPHALT 4.0" CLASS A3 GONG. 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. ATYPICAL 24' ROW CROSS SECTION C10 ) Scale: 1"=10' 3' CLEAR ZONE 54.0' ROW VDOT ST CG-6 CURB AN GUTTER, YP. 9.0 10.0' 10.0 PARKING TRAVEL TRAVEL 5.0' �%0)y� LANE LANE 6.0' 5.0 2.0% - 2.0% 20% 2.0% 20% - - _- 1-YI-.I-. I- I I I-. I- I- LANDSCAPING-iEliH-',IT1T�1TITITiI'I�III'ITTI"- STRIP, TYP. 4.1.5" SM-9.5A ASPHALT SIDEWALK CLASS A3 CONC. 3.0" IM-19.0 ASPHALT SIDEWALK (TYP.) 6.0" VDOT #21A 4.O" 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 C10 Scale: 1"=10' APPROX. 40.0' 0T& ROW DEDICATION:"91/r3" ,"Mt CURRENT BL'' y.°' POSED BL PAVEMENT VDOT CG-6 "' DESIGN BY STD. CURB ' OTHERS & GUTTER '' MEDIUM EX. EOP �6' STREET TREES 10' EXTRAVEL 11' FUTURE 2 5' ic ANDSCAPE 6 1'� TRAVEL LANE DEWALK r LANE C STRIP 4.0" CLASS A3 CONC. SIDEWALK (TYP.) NOTES: 4.0" VDOT 21A (TYP.) 1. FUTURE TURN LANE & DRAINAGE IMPROVEMENTS BY OTHERS. 2. POSTED SPEED = 35 MPH. s PROFFIT RD ROW CROSS SECTION C10 Scale: 1"=10' SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 4_ JUSTIN M. P Y Lic. No. 45183 5Y tf•�12,21``w0, �FS3/rmeteT E`C3 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 4) 2020-11-20 5)2021-04-12 FILE NO. SITE DETAILS 19.029 C10 COVER LIFT NOTCH 12 3/8" WA CAST IRON UD J NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8'!-1 E! METERS) NTS FIG. W-7 TD-13 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK " SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL z 3 STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF z #68 STONE. > N V FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTA SOIL ACKFILL 4JMI B" B. MIN MIN. #68 STONE AS 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 ASIM A36 AND HEX NUT ASTM ASBB (TYP) UNDISTURBED EARTH UNDISTURBED SOIL (TYP) 2 - 3/4" DIA ALL -THREAD RODS„.,____. - VALVE IRE 24-MIN """T'""`" 1� UNDISTURBED EARTH) UNDISTURBED E4iH•L'LN:la14 ELEVATION MAIN SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 PLACE 5' GALVANIZED "WITNESS "POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREA] FINISHED GRADE AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE NOTE: HYDRANT MUST BE AIR RELEASE VALVE iO EQUIPPED WITH CHARLOTTES- MLLE THREADS WHICH IS THE LOCAL STANDARD, GATE LENGTH OF BRANCH VARIES BRASS OR BRONZE PIPE VALNEE 8 MIN (270,) 2' TO 10' II ADJUSTABLE TRAFFIC RATED VALVE BDX W/ LID 18" 22" DRAIN TO GRADE 7 CU. FT. ALVE B0 IF POSSIBLE I, g68 STONE - " - 42"MIN•' 6 GATE SOLID CEMENT BLOCKS !�(' VALVE •,•�!�., l CRUSHED STONE M -TE -L E - __- COPPER SOFT CORPORATION STOP WATER IN LINE a a I NOTES: TE .8 CON E1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC THRUST a 2'x 2' BEARING AREA. AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, THRUST BLOCK -,Q SHALL BE USED. a. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER .e'. 6 LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN 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) IN HE --.'VE GRADE TYPICAL GATE VALVE NTS FIG. W-5 WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. BEDDING AS REQUIRED 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 0.1E 90 3.66 3.16 3.21 0.48 8" 45 2.56 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 22 1/2 3.33 2.33 3.58 2.58 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 THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. USE 2500 P.S.I. CONCRETE. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 AIR RELEASE VALVE (ARV) NITS FIG. W-9 BOX VARIES 'TER MAIN - M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS TO METER BOX (SEE FIG. THRU W--7E). 94�2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH K"X4•TEE • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON ME. • REFER TO FIG. 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 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TO-12 8" X 5" TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOC BLOCK AGAINST • UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED O)� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WTH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT 15 NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS. THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 " COMPRODIO1 • .T/a' MALE PIPE CWPDNO OR IPiR,]VO GLtlILL O 1' THE V- SOFT COPPER FOR LSE W m FARM' RE! DRItC R .L. SLNl4 ON uuAL NE:JCE'.OAL DINBAL xNn pgcnnW 'ENNCLS "l"A' EKE NO E x0 m.TEO Flmm 2. DUAL SERVICE L f CMPN69GN . 3p' MAZE aluE COUPON: Ot APPROYID EWAL 1^ TYPTv 1`' Barr COPPFA Fu. LSE oY uFiAUIE� 4NOE NxPN.i HE RCENnAL SENNLE MERE AN IRNIGARON ARMEN 5 NOT PNONCFD SINGLE SERVICE ESAOUIFS 1) 9JALL BE USED ON NA11-E rcAsr I Ieax uc 11 - 191© GRAD[ 12^-v 5' Box 1/8 BEND PIN J LCdWORATNN ]TOP .yxti:. .i>.`ao12-;-Yf..;t;��;t.},.�'^. AS Oa6N' T „..•'•M1M1Lk sB!o,xx 0 Mw+oe ozurRmw+ 1k0ER :.f�?37{��.'; ' -"_~NI aMP ROCrvMLavxLaxc STONE Pocxer, VDOT MINMLV THCRMMwm RR;m 203, xa sr AtlAE..TE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERMCE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. JUNCTION BOXES. TRANSFORMER PADS. PEDESTALS, ETC. (4) 1" (25mm) DIA HOLES 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, ON 32 3/4" (834mm) DIA < BOLT CIRCLE. 2" (51mm) LETTERS BE CONNECTED USING A PIPE SADDLE. VARIES O (RECESSED FLUSH) 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%ill PER FOOT �1 �70'f� �10't-+ 0 (1/4" ) 5' �10,� 5' /1 [25mm] 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". \ / 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER r q,�y PICKHOLES OF 3 FEET. SPN 1 1/2" SALT TREATED WATER SEWER [38mm] FINISHED GROUND 2 x 4 MARKER A Z g BE LOCATION OF OTHER UTILITIES CGAS, ELECTRIC, TELEPHONE, CABLE, ETC.) T r o 0 �z com SEW w (2) CORED EASEMENT WIDTHS' WATER OR SEWER ONLY - 20' MINIMUM PICKBARS PLUG ENO OF WATER 6 SEWER 30' MINIMUM p MAIN LINE SECTION SERVICE LATERAL -n 1 1/8" (29mm) DIA BOSS 45ro'o" • SEE PART 3, PARAGRAPH ➢1 SEPARATION OF WATER M SEWER SYSTEMS. D 27 1/2 DIA 1 1/2" [38mm] [699mm] mm 26 1/4" DIA 177- J [ ] UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 26" DIA 1 1/2" F� [667mm] 90 [660mm] [38mm] 1/4' (3mm) 3 1/8" IN LINE WYE-TEE 90' TO THE RIGHT OF WAY. GADIA 24" DIA I NEOPRENE SKET [79mm] PLAN O [sosmm] I VARIES R C 28 7/16" DIA 5/8" [722mm] [16mm] 23" DIA m [584mm] SEWER SERVICE LATERAL CONNECTION UTILITY LOCATIONS & EASEMENT WIDTHS T 36" DIA 25" DIA �/ [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE N.T.S. NTS FIG. S-2 FIG' W-1 SECTION TD-33 T➢-1 SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM JUSTIN M. P Y Lic. No. 45183 �FSITIrINTA1 ENG` 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 4) 2020-11-20 5)2021-04-12 FILE NO. ACSA DETAILS 19.029 c11 540 535 530 525 520 515 510 505 500 495 10+00 10+50 11+00 550 545 540 535 530 525 520 515 510 505 500 495 490 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 SAN. SEWER IA-5A C12 SCALE: VERT. 1"=10' HORIZ. 1"=30' 540 1cD: 525 520 515 Alf Ilk 17+00 5 o m / � o r WH— (pp \ I \ �n ZNG _ N O O N N cc; Z_ O O — — Z_ 7 — Z F00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 2 SAN. SEWER 2A-2D C12 SCALE: VERT. 1"=10' HORIZ. 1`30' FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA w SLOPED AREA REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5 IN ANY DIMENSION 1'-0" MAX 24"MI 2'-0" 3000 PSI CONC. BASE INTIAL BACKFILL+ 8 MIN (6" LIFTS) EMBEDMENT THOROUGHLY COMPACTED RUBBER COATED STEEL 3'-0" MIN BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BY HAND OR APPROVED SPRING LINE OF PIPE O MECHANICAL TAMPER STEPS CAST IN PLACE . Id HAUNCHING PRECAST REINFORCED CONCRETE SECTIONS . d �� ` NO. 68 STONE — — BEDDING 4" max 12 MIN "0" RING SEALS �a 16�� MAX � � � \� FOUNDATION (SHALL BE MINIMUM ELEVATION � - � 12 BRANCH REQUIRED WHEN SOIL DIFFERENCE ACROSS M.H. 5" 4'-0" 5' y l I CONDITIONS ARE UNSTABLE FROM INLET TO OUTLET F r - ALL PIPE) SHALL BE 0.20 FEET. DFLOW CONCRETE FILLETS VARIES - q 2. CHANNEL C CHANNELL TO BE 3/4 DIAMETER OF , '=-s-- CONTRIBUTING -- NOTE SEWER. 12" A FILLETED INVERT OR A SMOOTH .fie 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION NOTE: BACKFILLED ENTIRELY WITH NO, 21A STONE. INLET & OUTLET PIPE SHALL BE WITH STAINLESS STEEL ALL CONNECTIONS TO 2. FOR DUCTILE IRON PIPE THE BOTTOM M THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 PROVIDED. MIN. 6" BEDDING W/ N0. 68 STONE BAND EXISTING MANHOLES SHALL STONE SHALL BE PROVIDED NOTE W BE CORED AND A FLEXIBLE 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE � CONNECTION BOOT BEDDING OF N0. 68 STONE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. o 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 OUT. 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-1-13 FIG. S-3 TD-25 TD-27 TD-34 545 540 535 530 525 520 515 510 F00 10+50 11+00 11+50 s SAN. SEWER 3A-3B C12 SCALE: VERT. 1"=10' HORIZ. 1"=30' 550 545 540 535 530 525 520 515 510 505 500 495 0 545 540 535 530 525 520 Al 12+000 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 2USTIN M. P Y Lic. No. 45183 �yj12 j21 �w� ��`rS/neiel ENG` 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 4) 2020-11-20 5)2021-04-12 FILE NO. 19.029 SAN. SEWER PROFILES C� 535 530 525 520 515 510 505 500 495 490 495 520 515 510 505 500 495 490 485 550 545 540 535 530 525 520 515 510 505 m M U M � � VJ _ M _ 3o Z U) O ifJ CR SSING/SSIN LRO F�c �3 00 _ SAN. -CROSSING / HGL CROSSING 91 LF 15" o 0 5851 LF --- 15" HP -STORM m 3.08% HGL - __------- - HP -STORM ® 2.93 o 0o o HP -STORM r N : @ 1.79% n or N > o > z 0o oz liltN 1 '15 App LF .n 51. 92 LF 15° ® 5.399 S �zz - � 0000 � ®g33% z � z zzz - N SUMP �z o> 3 STORM SEWER B1—B7 C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' ?0 5 0 15) l5 l0 35 30 15 s STORM SEWER C1—C2 C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' 10+50 11+00 11+50 12+00 1 STORM SEWER A1—A7 C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' E2 E3 520 r 515 510 505 500 495 490 485 480 ��St1RJ�iiTiY�� Jam{ � �flael•�Syil:aif��_' •• CHAMBERS� , !- �7•ii:/ir•Ni�I I 11101111M 0 WIN LEI 475 10+00 10+50 520 515 510 505 500 495 490 485 g480 11+0075 JLU 515 510 505 500 495 490 485 480 475 12+50 13+00 550 545 540 535 530 525 520 515 510 5505 13+5D00 535 530 525 520 515 510 10+00 535 530 525 520 515 t1 61 2 STORM SEWER A4—A4A C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' 535 TB3 3 535 535 m o m o o rn 0 530 -1 O? N M M O N M 525 525 520 520 515 515 510 510 505 505 500 500 495 495 490 490 485 mill �. r : LE MEN M -�-�� �� �r �� 525 530 520 525 515 520 510 515 505 510 500- 505 495 500 490 495 5 530 525 520 515 5% ACTED 510 505 7 00 TED 5 0,� Rn'QN —vol oNN _ """ "' 10+00 10+50a1 10+00 10+50 ptP5 4 STORM SEWER B3—B3A 5 STORM SEWER B5—B5A C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' C13 SCALE: VERT: V=10' HORIZ: 1"=30' F2 I a d. N O N N or 3 Qfn z W WJH— tit jit267 LF ® ° - TORM + (2) 5' ES-2: TOTAL Ltu SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM JUSTIN M. P Y Lic. No. 45183 Abstv 1�V /nelei V, 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 4) 2020-11-20 480 5) 2021-04-12 75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 FILE NO. 19.029 STORM SEWER E1—E3 s STORM SEWER F1—F2 STORM SEWER PROFILES C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' C13 SCALE: VERT: 1"=10' HORIZ: 1"=30' C13 545 540 535 530 525 50 —fi—� FROM ALB -Tr 545 540 535 530 525 44+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 1 INTERSECTION SIGHT DISTANCE: GLEN OAKS ROAD SIGHT ALONG PROFFIT RD C7 Scale: Vert 1"=10' Horiz 1"=50' F. •1 1 50 100 15 1 �I ♦ / J4U 535 530 525 5 04U 535 530 99pp 525 '16+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+& INTERSECTION SIGHT DISTANCE: CRESCENT WAY SIGHT ALONG GLEAN OAKS ROAD r7 Scale: Vert 1"=10' Horiz 1"=50' 535 535 100 150 — 530 530 525 525 5200 5520 511 D+00 10+50 11 +00 11 +50 12+00 12+5D15 INTERSECTION SIGHT DISTANCE: GLENN OAKS SIGHT ALONG BEECHTREE TERRACE 540 535 530 525 520 51 50 0 50 100 150 Scale: 1"=50' 540 535 FYF— 530 525 55 5520 13+00 12+50 12+00 11 +50 11 +00 10+50 10+OD15 INTERSECTION SIGHT DISTANCE: a�)CRESCENT WAY SIGHT ALONG HALLS RIDGE ROAD C7 Scale: Vert 1"=10' Horiz 1"=50' 1 1 50 100 150 535 — 535 280 IGHT HEI HT OF 530 DISTq OBJE T=3.5' 530 L 525 525 5250 520 511D+00 10+50 11 +00 11 +50 12+00 12+50 13+0D15 INTERSECTION SIGHT DISTANCE: i-�BEECHTREE TERRACE SIGHT ALONG HALLS RIDGE ROAD :7 / Scale: Vert 1"=10' Horiz 1"=50' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 2USTIN M. P Y Lic. No. 45183 `VITIMIA1 ENG` 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 4) 2020-11-20 5)2021-04-12 FILE NO. 19.029 INTERSECTION SIGHT DISTANCE PROFILES Scale: Vert 1"=10' Horiz 1 CI Work Beyond the Shoulder Operation (Figure TTC-1.1) MOT PLAN FOR PROFFIT ROAD TOWNHOMES NORTH Proiect 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 P 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 by the Engineer or shown on these plans. 4. All work is to be performed in accordance with the 2009 MUTCD, the Virginia supplement to the MUTCD, the 2011 Virginia Work Area Protection Manual (latest revision), 2007 Road and Bridge Specifications, 2008 Virginia Road and Bridge Standards, and as directed by the Engineer. MOT PLAN FOR PROFFIT ROAD TOWNHOMES NORTH Implementation Procedures 5. At the end of each day no more than 2 inches grade difference between travel lanes will be allowed during construction of the proposed roadway. 6. The clear zone is to be free of stored materials and parked equipment. See the Maintenance of Traffic Typical Sections for the required clear zone. Also, horizontal and vertical sight distances shall not be impacted by parked construction equipment. 7. All areas excavated below pavement surfaces at the conclusion of each workday shall be backfilled with aggregate base material to form an approximate 6:1 wedge against the existing pavement surface for the safety and protection of vehicular traffic as outlined within Appendix A of the Va. WAPM 2011 (latest revision). All costs for furnishing, placing, maintaining, and removing the 6:1 wedge shall be included in the price bid for other items in the contract and no additional compensation will be allowed. 8. Existing pedestrian access shall be maintained during construction. If existing condition cannot be maintained a pedestrian diversion or detour sholl be installed meeting ADA requirements. 9. The contractor shall provide temporary drainage as required to prevent ponding of the water on the roadway and adjacent properties. An temporary drainage on the project 1 P P Y P Y 9 P l is the contractors responsibility. The cost to install temporary drainage structures is to be included in the price bid for other items in the contract and no other compensation will be allowed. 10. The contractor shall maintain a minimum of 2 lanes 11 ft. wide, with the exception of pavement overlay operations. All lane closures to be proceeded by variable message sign notification of closure. When one lane of traffic is maintained, said lane is to be 14 ft. wide, including gutterpan. 11. All travel lanes shall be asphalt throughout construction unless otherwise approved by the Engineer. 12. Only uniformed law enforcement officers are allowed to directed traffic through an operating signal (see section 46.2-834 of Highway Laws of Virginia). Flaggers do not have the authority and shall not direct traffic through a signalized intersection. 13. When proceeding from one hose of construction to P 9 P another phase, any existing or construction pavement markings thct 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 opcque moterial. 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, P 9 si pavement markings and channeling devices. Public Communications Plans and Transportation Operations Plan Notes Each lane closure will be governed by the times established by the Regional Traffic Engineer and the Traffic Operations Center as shown within the contract. The contractor and VDOT are to coordinate in notifying the public of proposed Lane Closures. The process developed by the Traffic operations Center for this purpose is as follows: a. Contractor submits to the Project Manager or Designee planned lane closures for the following week by 3 P.M. on Tuesday. b. Project Manager or Designee submits planned lane closures for the upcoming week using the Lane Closure Form. This form is to be submitted to the Traffic Operations Center and the Culpeper District Public Affairs office by Noon on Wednesday for the following week. c. Traffic Operations Center is to review the planned lane closure schedule and return it to the Project Manager or Designee by 9 A.M. Friday. d. Contractor to update the Project Manager or Designee of planned lane closures a minimum of 24 hours in advance of proposed lane closure as previously scheduled. e. Project Manager or Designee to advise Regional Operations Maintenance Manager of proposed lane closure. Project Manager or Designee to have VA -Traffic operator enter data in VA -Traffic and to update the Traffic Operations Center daily during lane closures activities. f. The Culpeper District Public Affairs Office will use various media publications to announce planned lane closures. g. The contractor shall contact Traffic Operations center, (540) 332-9500, when lane closures will be placed and once they are removed. The process to notify the Regional Traffic Operations Center to place lane closure information on the 511 system and VOIS will be: a. Contractor to advise VDOT project inspector and/or Construction Manager of planned lane closures a minimum of 24 hours in advance of proposed lane closure. b. Construction Manager to advise Residency Maintenance Manager of proposed lane closure. Maint. Mgr. to have VOIS operator enter data into VOIS and also advise Smart Traffic Cneter. The following is a list of local emergency contact agencies that shall be posted in clear sight in case of emergencies: Virginia State Police (varies by project location), 911 Center - 911, Haz-mat Center (if spill involved) - 911 Procedures to respond to traffic incident that may occur in the work zone: a. Contractor to notify Virginia State Police, VDOT Inspector in Charge and Regional Traffic Operations Center. b. Depending upon severity of incident, contractor may have to cease work. c. Upon arrival on scene, Virginia State Police to determine response necessary to allow traveling public around incident. d. Inspector to notify Construction Manoger/Area Construction Engineer of incident and take pictures as necessary, especially pictures of contractor's Work Zone to verify the proper set up. Process of notification of incident to be followed is: Contractor to call: Project Maintenance of Traffic Coordinator (Inspector) TBD (VDOT) Project Manager (Construction Manager) TBD (Site Contractor) Area Construction Engineer Adam Moore (VDOT) 434-422-9782 Residency Administrator TBD Regional Work Zone Safety Coordinator Forester Wright 540-569-6985 Regional Traffic Engineer Jamison Strasser (VDOT) 540-829-7411 The Virginia State Police report of the incident will be reviewed by the Area Construction Engineer to determine if any modification of the Temporary Traffic Control Plan is necessary. If it is determined that it is necessary to alter the plan, then a meeting will be called with the contractor, VDOT project personnel, VDOT traffic safety representatives and the Virginia State Police (if necessary) to discuss modifications and implementation of any improved traffic control plan. 17. All permanent pavement is to be constructed through the base course only in the initial stages. The final surface course is to be applied prior to switching traffic onto the new location or as approved by the Engineer. 18. The contractor shall review with the project engineer the final plan to maintain traffic for all phases of work. Any significant changes in Phase of Construction will require approval of the Virginia Department of Transportation (VDOT) Traffic Engineer. Minor adjustments of the maintenance of traffic plan shall be approved by the Project Engineer. 19. All signs mounted to Type III Barricades shall be crashworthy and shall be in accordance with the 2011 Virginia Work Area Protection Manual (latest revision). 20. All protective devices shall be in place to protect all signal foundations and poles prior to exposing to traffic. 21. The existing posted speed limits shall be maintained during construction unless otherwise approved by the engineer. 22. The Contractor must have at least one person certified in Work Zone Training at the Intermediate Level to design and at least one person certified at the Basic Level to install and maintain the work zone. 23. Flagging operation shall not hold traffic longer than 5 minutes without approval of the Engineer. 24. The Contractor shall provide notice to the Police, Fire, and Rescue, and the School Superintendent 48 hours in advance concerning all detours and road closures of any nature. 25. The contractor is responsible for coordinating the construction, signing and traffic management plan with other adjacent project under construction. 26. No traffic pattern switches will be allowed on Friday, Saturday, or Sunday and/or the day before a holiday or as directed by the project engineer. 27. A suitable foundation shall be provided for channelizing devices and all associated cost shall be included in the price of Group II channelizing devices. 28. The contractor shall maintain a minimum of one 11 ft. wide lane in each direction at all times, except during temporary lane closure or as directed by the Engineer. 29. All pavement markings and traffic flow arrows are schematic only. The actual location and application of Y PP pavement markings shall be made in accordance with section 512 & 704 of the applicable VDOT Road and Bridge Specifications, the MUTCD, the Virginia supplement to the MUTCD, the Road and Bridge Standards or as directed by the Engineer. Typical Traffic Control If'ork Be .1'and the Shoulder Operation (Figure TTC-1-1) NOTES Gwdance: 1. The minimum distance between the sign and work Tei le should be 1300'-1500' on Limited Access highwm's, and on all other roaaWaDs 500'400' where the polled speed limit is greater than 45 mph, and 350'-500' irher•e rite pasted speed limited is 45mph ariess- OlAion7 2. The ROAD WORT: 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 Work adjacent to the shoulder. 3. The ROAD WORK AHEAD sign rnaw be omitted where the work space is behind a barrier, more than 4 feet behind vertical curb (Standard CCi-2 and CC-.-6 on urhan raadwars. or outside of the clear zone for all other road%vays. For clear zone values uc Pave A-4 of .ADt )cndts A. 4. For short-term. short duration or mobile onerations . all signs and channclizine devices may be used. Standard: 5. Vehicle hazard warning signals oafs shall not he used instead of the vehicle's high-intensityamber rotating, flashing, art oscillating lights. Vehicle hazard warning signals can he used to supplement high-intensih amber rotating, Ilasbing, or oscillating lights. 6. Irthe work space is in the median of a divided highway, an advance earning sign shall also be placed on the left side of the directional roadway. T}pical Traffic Control Shoulder Closure gitlr Barrier Operation (Figure ITC-6-2) NOIES Guidance 1. Si spacing should be 1300'-1500' or Limited Access hi s. For all other , the sign 3n ng g f gkwal and 350' s .spacing should be 500 S00' utters the posted speed limit is greater ikrm 45 mph, artd 350'-SOD' where the parted speed limit is 45 mph a• lacy Standard: 2. On divided highways hawing a median wider than 8', right and left sign assemblies shall be required. 3. Group 2 CLameflting device spacing shall be at the follouinl: Group 2 Ctsannelizing Device 5 warn Loraeon Spzcmg Speed Limit ( h) Locating Spaarg Speed LmW I-phl Location Spacing 0J5 36+ Speed Limit (mph) 65 ]6+ a,35 36- Transifion 2p' 40 Trarewa 4a' BDI 'Cosmaboo Access a0' 126' 'Cmsnrion anneal diig inay be pleased tc this distance, but shall not e. __-d one access V, nN le. 4. The minimum lens h for a shoulder taper shall be 36V on Limited Access highways, and `> L for all other roadways (see Note' of TTC-5 for values of L). 5. When the barrier transition slope is on a horizontal alignment. the total offset sh.TB be prorated around the curve in lieu of a straight-line sl e. oP 6. End treatment of a barrier in order of preference: a. Illative guardrail esists. attach to barriet with appropriate iced object attachment. b. Where cut slope evsts, burn barrier into cut slope and prmide for drainage as needed. c. Friend end of barier until it is beyond the established clear zone (see Figure'- on Page A- 4 in Appendix A for clear zone values). it. When barrier end is inside the established clear zone, attemu clot senice Type I or Type II shallbeusedContact L&D Standinds;Speclal Design Section for approved attenutors. Barrier panels 8 inches in width and 12 inches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and spaced on 80' centers along the paratel or tangent sections. Reflectorized surface shall be fluorescent orange plisinatic lens sheeting. The light at the beginning of the barrier rnn and at the breakpoint where the barrier becomes parallel to the roadway shall be a Tx B flashing hebt. Barrier delineators shall be installed along the traffic side of the concrete barriers. Barrier dehmatom shall be spaced on 2-0' centers along the transition or taper sections and spaced on 80' centers' tin -between the barrier panels approrimately 24 inches up from the roadway surface. 9. The RIGHT SHOULDER CLOSED (%21-5aR) silm mac be el®tuated from all roadways esc Located Access hiehways Guufmrce: -T 10. Ifdrryen cannot see a puflo f'area beyond the closed shoulder, infwmafion regarding the length of the shoulder elasure shall be pru ided in feet or miles, m appropriate. 11. An emerge c� puII�ffarea should beprovided per Section 6G. 18 and Temporary Trgpc Control Figure TTC-8 I-Rrnaiia 1-L12415 2: Reimaa 2-9a12419 Typical Traffic Control Lane Qosure on a Tiro -Lane Roadmki, I'sfng Flaggers (Figure TTC 23.1) 1 oTFs Gurdrarra.- 1. Sign spacing alisianne should be 350'-500' where the posted sped limit is 45 mph or less, and 500'-8W where the posted speed firth is greener than 45 mph. �. Cary should be uarersed when establishing the limits e fthe work_rone to insure maijmmn possible sight distance in adrxmce of the flaggr station raid transition, based on the ported speed limit and at least al to or greater than the salves in Table LW 3. GenemHy'speaking, motorists should have a clew line o sightfmm The graphic lagg%T.)vmbol sicon to rhejlogger. 3. To marmann efTctmr wail Jiaw in a flagging operation on a two-lane madwal, the rnmim in time motorists should be.' as . r station is 8 mrnuresr high volume roadmaysfar edai' traffic oj500 or more vehicles per day) to a maximum of I ' minutes far low w1mle roadwws tless that 500 swiddes per dot,). For ad&acmal information see Section 6E.07.' Standard: 4. Portable Temporary Runde Snips (PTRS) shad be used as noted. in Section 6F.99.-' 5. FIL ' stations shall be located far enough mn advance of the w:orL space to petrail approaching n•We to reduce speed and'a' stop before passing the work space and allow sufficient distance for depot tingg traffic in the left lane to return to the right lane before I lacking opposing traffic (see Table 611-3 on Page 6H-5). 6. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, QmUfica lions for Flaggers). 7. Cone spacing shall be based on the posted speed and the values in Table 6H4 on Page 6H-6.' S. A shadow yeldcle with at least one high intensity amber rotating. flashing, or' oscilla Ling light shall be parked W-120' in advance of the first work crew. on 8. A SLOW 1-V 10 s z ma ' be in this area m love advance nanun of the o tion ahead by slowinr approaching traffic prior to ruching the flaizlrer station or g! er d Guidance: 9. I the game oi'trafc ruxlrca the BE PREPARED TO STOP (TF3-4) sign then the signs, and if used Nre shml be rmdlurrd argreatr distmetais 10. n1m a hisdrum-rml c7asarng ends within or upuiremn of'the transiBon area and it is anticipated that queues resulting from the Line doseo'e might ectend t gh the highNery-rltil grade grassing the tempmryer control none should he odemacd so that the transition areapraceder the highv,'m-rail rrnssrrug flee figure TTC-56 for addrtonai h formation on highway, lc ings/. Standard: 11. At night, flamer stations shall be illu®nated, except in emergencies (see Section 6E.08). Option- 11. Cores may be eliminated when using a pilot %chide operation or when the total roadway width is 2D feet or less. 13. For low xxihm a situations with shim work zones on strait madvcav3 where the flaRw m %isibleto road Standard:' 14. When usedl three portable temporal,- rumble (PTRS) strips sbafl be installed across the entire travel Lineadjacent to the BE PREP-AAEn TO 3TOP(R3-4)sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the nork shift to ensure proper placement on the roadway. When the PTRS are installed. the RLTISIBLE STRIPS AHEAD (1-20- `-26) sign shag aka be utilized. 1: RniaNi l-l.12ELF 2:lievisix� 2-9.12019 BARRIER FLARE RATF Speed Lmi[ insph) Sent Ratio 70 221 69 2DA 9a 151 55 17:1 EO 16:1 45 141 40 1 -I 35 11:1 .30 IDA 2: Rmma2-pflflm ,VEMENT NOTE 3 SO'-129 WORK VEHICLE NOAD 1tORK :,t NO-i S ANEAO SfJfl Shoulder Closure with Barrier Operation (Figure TTCfi?) G2o3 ") sou. r TRAFFIC BARRIER BARRIER DELINEATOR SEE NOTE 7 TYPE B WARNING LIGHT BARRIER PANEL SEE NOTE 7 RARRI ER DELINEATOR BEE NOTE 7 BARRIER TRAMI IT T • jSLOPE �EON • Of SHIMP FOR GROUP 2 •��D�aEc;G ENGINEERING2 o • , ! WARNING LIGHT LAND PLANNING - PROJECT MANAGEMENT z GUARDRAIL "I SEE NOTE 912 E. HIGH ST. 434.227.5140 W21.SeR SEE NOTE 1 CHARLOTTESVILLE VA, 22902 JUSTIN@$HIMP-ENGINEERING.COM Willi OPTIONAL SEE NOTE 10 SEE NOTE 1 W21-56R SFF NCTF ROAO W nis o r,zc AtaAo Q 0 U JUSTIN M. P Y Lic. No. 45183 FrSIrTAIeI 'GAT Lane Closm-e on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) ar whoa aVON arixr alto 3 J M (CBRERTO(ENTER) e`paTEPSTATIrTpRY SPQO WIT S4O 41 NPn IOFEET -564M .Wmin PTRS SEE NOTE 4 � 00a ROADWAY CENTER LINE PTRS SEE NOTE 4 614 1: Revivea 1-LW2615 2-Rnisk.2-9a01119 ROAD PLANS FOR PROFFIT ROAD TOWNHOMES �2"' NORTH + ALBEMARLE COUNTY, VIRGINIA so -low SUBMISSION: • 9EE T�BEBH4 2020.03.23 eK REVISION: 1) 2020-06-03 SH OEQUIREDCLE R 2) 2020-09-15 FFE SEE TABL6Ha 3) 2020-09-25 Sa-IbJ' FLAGGER STATION 4) 2020-11-20 SEE NOTEE2. 3.58a 5) 2021-04-12 SEE ROTE I 1 SEE y NOTE 1 1 v,'o4 SEE NOTE IO FILE NO. " " v 19.029 SEE NOTE 75 MOT PLAN C15 a •.r ° oo:.. L ° " o Y.a Fn°- _ ° to - , _°'i a ;"'N ' uc r�°, �,'� ° " ° � - e ti , Ir _o _ - I [ _ - - I] I - ' ° 1 ,1 A' 61w .a ° '� c u 1L [ '� r..' , a° o ° r Original Proffers -- 1 9 K i 4. u A Amendment X. 1 . n O to f , .. ❑.°c 11i- l 1.. e .III �I' 81:'" a111 p Y J- r > ; D- I ° �} s r - Fo 1 °� .-1�'_'s , _1 _ '� I . r ^v" li 1' Ptft STATEMENT - r L - I og j - ^I ° ° J I JS a ° I " ZMA No. 201900010-3223 Proffit Road s r. _ - I - o - 0 b'= 0 _ 1 - - - _ o a°; Tax Map and Parcel Number(s): 032AO-02-00-00200 -- - "t - a° ^-r 1. °`�° _ e :zooms O I: - 0 1 0 I",, Owner(s) ofRecord: ALBEMARLE LAND DEVELQPMENT LIx I :� > °` J1a ° J[ %D A-, a° Date of Proffer Signature. s premne.a.zoio = I ° - I'] _ woe - r a ,-_--, n, ` ° H F I ram, ��nIl I ' e , �,a ` 7.29 acres to be rezoned from R- l 5 to R-15 _ o - X. r a � " [ - ; a a ° ' �_� ALBEMARLE LAND DEVELOPMENT LLB is tha nwner(the f3wrt"� tifT$i� ftlap anr� Parcel (> ,y II' Number 032AO-02-00-00200 (the "Property") which is the subject of rezor ny application ZMA No r' 'z 201900010, a project known as "3223 PROFFIT ROAD" (the "Froject"). a ° P a' - a . 0 IF -;r a� L , °� Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily' '� �� -a�'J proffers the conditions listed below which shall be applied to the Property if it is rezoned. These �1' -, [ conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the I .. ` Pl- conditions are reasonable. This proffer statement amends the proffers applicable to the Property that: � I �.I were accepted in conjunction with ZMA2018-00006. sit _ The Property shall be developed In general accord with the Zoning Map Amendment Concept ,j-- o il Plan prepared by Shimp Engineering, dated June 17, 2019 revised September 8, 2020 and shall ° P- reflect the following major elements as shown and noted on the plans: ��I 1 1. The internal street network grid and interparcel connections between the subject parcel o and TMPs 03200-00-00-02000 and 032AO-02-00-OO1BO; I„° °u .,to,p, I 2. Right-of-way reservation and associated improvements along Proffit Road; "11 4 °p� d " 3. A minimum of 44 total dwelling units shall be developed on the property. The total' , 1 °° e, - In maximum number of dwelling units on the property shall not exceed 80. ` -- o 4. A 25' Undisturbed Buffer adjacent to TMP 032AO-03-OB-00200, TMP 032AO-03-OB 'oe 00400, and TMP 03200-0000-03000 as shown on the Conceptual Site Layout. Minimallyr¢, o a t,. 1 �_"_' Disturbed Buffers of the approximate size and in the locations shown on the °, a Conceptual Site Layout: a I. Qo I- a. Undisturbed Buffer allows for the removal of brush and/or dead vegetation. �.� 13 -L -I- [' b. Minimally Disturbed Buffers allow for minimal grading and/or the removal of a31k, ,- brush and/or dead vegetation. � _°off" [,,' 5. Garage Setbacks - Single-family attached and single-family detached units located I � o� 8 If outside of Block A, Area 1 as shown on Sheet 4 shall be subject to the following: front`-. _ ° t;- r loading garages shall be setback a minimum of 3 feet from the front building facade or, - f_[tnP.V1`I 7:1front porch. ,AIII ` b 6. Parking Standards - The following standards shall apply to uses located within Block A, -i,'i J r s Area I as shown on Sheet 4 of the plans: , - I, 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.A2019-1() PROFFER STATEMENT NT 1' .. o° 11[ r - 'i' t° .:°'�° ?_v'�` s a _�.•�' JI I° of I- 1, 11 I,oa loo ° I:°" "d I u S 10 da- �.O o4'0[l . L °_ q ,it - c I.! �r .airs=° , r.°,' e ° 3 l _ _ 1h II � 01 IT �] - ,Io'd°�`>aIDL lo "e d �- , a-' - - --�4. - ° , ° ,0O �0 r a ° J,° �•L L" 4 0 _ 1e � e Front building lding facades shall face Proffit Road. i o° �o1" _ For multi -family - off-street parking shall be relegated to the side or rear of 4-1 ,I . J 'g� D. IILI . ,, buildings adjacent to Proffit Road and shall be accessed from the internal road 1 I , �e �11�' > -1, _u - ° gIiG f,y:, network. If adrop-off/pick-up area is proposed between multifamily buildings and _,` Proffit Road, a limited off-street parking area can be included to accommodate ], °° , . d ' ADA accessible and guest spaces. This limited off-street parking shall be screened I c, I, - ,o by landscaping, permanent structures or other acceptable methods per Section -= Ian' e s - oa? � BO a ,^ 1 l 1 _ r -, a sva p l off, Ll_ .0- � 'y so ,': aft ^ B a' - .ba s �„ F'a R- [ I z? SI D_ 7aO _Z ]I I.. ""1 n '�?°` o ° 11 a -lT 4 it I -"% ° ° .v Da- -" �].� 0° .1r III` e- Il IL °� , .J°�' P - .. _� °w• 5,. J OQ f��.: ,,,� "°.c:b or ��me, •° 0^ o , 8°❑ o a ."o.° ,olro a a o`✓� ,C � - �J L .6 `] 4 Poo.a °I° °.a= lI• aP Ir. 0• a 1 €°a [a d 0.°1°' - o, I� _ I, fz,a, `14 e-Ja°. s 6�, ,,I f �°°or o . e ° '�� o °o - .1 .;I ° o o1�a °° AA p �,°m b,� -� �o ���11� IIL`a9 °° ,D �. 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Lam" -� �,J1 , I°"., in rI5_� Q I,; ti _ r� *I„ o i '' I Y - °°°m�. �` b �a°a q1�' ff or- °a 1�y o00 . ,J�I,�II la,� -, °-I �` ° >� e 11 51P qd P 09 y L - o- EI- u U- PI P n o 1 1019-IU PROFFER STATEMFh I - °° ° a] e, r '° 9°rF °Io`� I1.°- �-- °1 "' ❑31 a> 3 er ;:av1,1 �� 1 ri.: .o, oa � " °°;- e1- 'o J_1 �,n, °.I�.� v .. �. 11`� 4 n10 -.° o' _ "1 ,MIC , E-F � .:„ o - 401 - a, P o �` ° _ o ti° �i's� 8� a: o Na [ �`� °��_ _ >o- Y; _� ' I iloo #,i _[-'!1° - . I� _ , _ __ '`-Joy. oe _ _m �� _- - v r W I� L' S the I011OWing'SlgnatllTC: L_5 7 as ` F - I o a -'ll o Owner of Tax Ma Parcel : 032AO-02-00-00200 : 1 �' -� I; °��- II a - °° ° �-_ ° i ° 1 _ ,,>..ra I 11 P e ll °I - ].." d .i Qa' `a m °� 0�10 �[ ' °,L °d o eI" a b � o r I ° � 0 � 9� I ,] f 01 y _'v L u .r o " t` _, �n.�o, I "n1Ivl� I I o' 0 ; o " L �. - . �_ _� >iI °OF - �. °Wo ° 1, ❑� °S ^ ° ALBEMARLE LAND DEVELOPMENT LLB; -I.o ° ,a" a `, o� -lot'..` '" I° rsir' v - 1 o - a - I c,° ,F- a Virginia limited liability mpany a 1Y - p- 1f'. „'.. IB� u1, c 9 [re°' o D . gym, .s o 0i� ° [ r, 'r . 1- If �a gar.: a° 1>: > " ° Ific q D PRj 'j = .Brent Hall, Manager lit x .a •❑ n ° � `: TI 0 u0 � r : n �� J ,- TI s- ° J; o �Q l. J , � I0 6 'S' Flo e o OD 1� o° ] a I( 1.3I nf� wy ,,I , ° e1 LI w d�%�O `7& [ $��5 �� zIr o e I I P , , 6 P: �11,a n. pp �+ -�°' I ° ^ � ", °,° 6� o a I I I,I ° `I�:"� � "1 � e° a pI o�� I qo� ,I� I° ° _ ,a �� S '9� [ L �0 >7oo aIO -_ ,°�1 0 .L� m°C,�°> °"ll0❑ oa ,��M L. 1 a 0 0 I° e , �', � _.���°. 0 J°-tea °rC °Qo r•[c °A �" b0 ° �Iz l>�°>!-r``b��0 IePo-4 °off �a F 1 IrI J1.���I"o�Or )P, �y`lS-,- �.I. ll °8Q q�JI —s i ]: COMMONWEALTH OF VIRGINIA P_1 - ° ,P• ° _& '_.. c �G o ❑ �`' ° �- CI�Y/COLJNTYOF %�/be,n� /c- '- ,`tti:�tf- 1 �' I,; [ d -D,o "� Fa�a:(� I- ��a �I = I - z C- � 1,. ,°.� d IJ -. The foregoing instrument was acknowledged before me this ,�{�day of ki te.wb e.- 2 1 by ,e_ I °6— Brent Hall, M tia er �f A�betnarlc 0ttd 11 ye►optn nl I q _ ,° ,, c '] sl .. M ° L i"a L' l0 Yi" - % y ° , [ a, Ill r:! 4a 90, 0 6 `o 0 If fla -° "E t, o 1 ;1 `� p "I Il [ ° ] E I'1. a• I. . .",.--� I . "-'P 8 C, a ^ a I a H I`°I`A �[ , '° -m.. ° _ PIk °1 v `a" � a I_ J °[ 16a � - . II P� ➢d[a F7 �a Il [ r �. . a .,per ° J e ° log , rr - ::°°� a1 .� 9 � �`� �' �° I'� d- .- . 1 o>q:b"a�. 01 EIa r.. �- [° "� a _ itT-... r `fir I _ . M mmisslontex trey , l� tr �. �( a aff� y p - c L1 57c. µ �- �,��,t�� Rio al ;T t] �I!S NotaryPubli� 4 fy '< ��, [ ° e o I ° I I , r. I Il ° .I � ' l ,.-. a1 °' ° p1 a°m >, f °P0 V. 6�r `2f;V'PL_ 01v"-r, T $ �,a ARV `-� , o I ?, OP' .P -'� Qa! E [ >, o DID a> d C TffKIrWM*I1N�tW VW Lf. r e o.°`b,I [ .I q =P, - L I_ I}° , e r1 �[- -711 , _ S , �-_- oq - , ' - ° DO° I,I °ce - P I ° 5 I [, r is%IN ��I �'rI ° [I =•6. e A F, I .' . I. I°"` E r01 I."S �g 00 pge-. �Mw.w.�11Rr I I 0L. �o 9ag I 'L I PFt'" t 1 e J a o. 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No. 45183 "' 1,z121 , w� *'?1T1r)AIAI ENG` 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 4) 2020-11-20 5)2021-04-12 FILE NO. 19.029 ZMA201900010 APPROVED PROFFERS C16