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HomeMy WebLinkAboutSUB202000098 Plan - Submittal (First) 2020-05-14ROAD PLAN FOR LEGEND EXISTING NEW 10 -- 1.00' 10 12 57X 57"x TC 57XT" 5781 X BW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT SITE TEXT NOTES PARKING COUNT DIMENSION GROUND GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS BUILDING BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE/PAVEMENT-SIDEWALK _ - - RIP -RAP ASPHALT W W GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE - k- x x- x- - x- x- x- x- FENCE - - - - - - - - - - - - STREAM UTILITY UTILITY EASEMENT f 41- UTILITY POLE ® ® LIGHT POLE OVERHEAD UTILITY SANITARY & SEWER RD RD - Oq STORM SEWER ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT SWM FOREST/ OPEN SPACE EASEMENT SANITARY SEWER W. LATERAL SANITARY MANHOLE SANITARY EASEMENT WATER LINE W. SERVICE WATER METER WATER VALVE FIRE HYDRANT WATER EASEMENT GAS GAS LINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER Tax Map 91 Parcel 15: Jasper L Haynes & Mallie P Haynes P.O. Box 422 Charlottesville, VA 22902 Tax Map 91 Parcel 9: David S. Witmer & Anna Marie Witmer 444 Rookwood Dr. Charlottesville, VA 22903 DEVELOPER Blackbird of Charlottesville LLC 912 East High St Charlottesville, VA 22902 ZONING PRD per ZMA201800012 Galaxie Farm, as approved by the Board of Supervisors on December 4th, 2019. This site contains areas which lie in the steep slopes overlay district. Onsite steep slopes are shown in this plan and include both managed and preserved steep slopes. No preserved steep slopes shall be disturbed with this plan. MAGISTERIAL DISTRICT Scottsville SOURCE OF TITLE Tax map 91 Parcel 15: DB 859-143 DB 619-368 Plat Tax map 91 Parcel 9: DB 2294-204, 207 Plat SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. February 27, 2020 BENCHMARK Datum for topography is NAVD 88 FLOODZONE FEMA flood insurance rate map (community panel 51003C0426D), effective date February 4, 2005 shows this property is not within zone AE and no portion of the property lies within the 100-year flood plain. RESERVOIR WATERSHED This site is within the Moores Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES This project lies within the ACSA jurisdictional area for both water and sewer and will be served by ACSA utilities. 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. 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. GALAXIE FARM SUBDIVISION EXISTING USE Single Family Residential Residential Use 65 lots: 42 Single Family Detached & 23 Multifamily (Townhouses). LAND USE SCHEDULE EXISTING Area % Building 0.10 ac 0.7% Pavement 0.50 ac 3.6% Sidewalk 0.00 ac 0.0% Open Space 13.10 ac 95.7% Total= 13.70 ac 100.0% PROPOSED Area % Building 1.94 ac 14.2% Pavement 2.95 ac 21.5% Sidewalk 0.51 ac 3.7% Total Impervious 5.40 ac 39.4% Open Space 8.70 ac 60.6% Total= 13.70 ac 100.0% SETBACKS 1- For front loaded garages, the porch or building face shall be a minimum of 3 feet closer to the street as measured from the face of the garage door. 2- For those units that (1) do not front Roads "A2" or "B", and (2) are located in Block 2, utilizing Private Road "E", shall have a minimum front setback of 3 feet from the right-of-way of Private Road "E". All other units shall have a minimum front setback of 5 feet, per Section 4.19 of the Zoning Ordinance. 3- All rear yards (except those adjoining Road "E") shall have a minimum setback of 20 feet. 4- Structures along Road "E" shall have a minimum rear setback of 5 feet. SUBDIVISION NOTES 1. This property does not lie in a dam break inundation zone. 2. There are no known places of burial in the property. 3. This property is not within an Albermale County and/or City of Charlottesville water supply watershed or an agricultural -forestal district. 4. Stream buffers are shown on plan. 5. Parcel [15 & 9] and the residue of [91-15, & 91-09] each contain building site that complies with section 4.2.1 of the Albemarle County Zoning Ordinance. VDOT NOTES VDOT's land development south staff (540-967-3715 or 540-967-3716) shall be notified 48 hours in advance of any anticipated road/shoulder closures", "The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at set up and take down to VDOT'S Smart Traffic Center (540-332-9500)", "Copies of all independent testing reports to be submitted to VDOT for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT." "All areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic." And that "Traffic shall be maintained during construction of the tie-in and mill of the adjacent travel lanes." "water lines, sewer lines, etc. crossing future VDOT maintained roads have to be sleeved with ductile iron pipe "two (2) times diameter of the utility line)." And "A video (3 electronic copies to VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be submitted to VDOT for review and approval prior to paving operations. GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control Ian and must be P pp p installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by VDOT. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. The contractor shall field verify the length of all storm drainage pipe. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT, the Director of Engineering, or the Director's designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A,B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VDOT, the Director of Engineering, or the Director's designee, it is deemed necessary. 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on all residential subdivision streets. Additional clear zone may be required depending on the category of road design. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. The cross slope shall be maintained as shown on the plans. Exceptions will not be allowed. 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and installed by the developer prior to acceptance Signs and their installation shall conform to "Albemarle County Road Naming and Property Numbering Ordinance and Manual" and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs are shown on the plans. The developer shall be responsible for maintenance of the signs until the roads have been accepted into the state secondary road system. The speed limits to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The speed limit is to be posted 5mph below the design speed. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. 17. Use VDOT standard CD-1 or CD-2 underdrains under the subbase material at all cut and fill transitions and grade sag points. 18. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT and/or County inspector present. In addition, if high -density polyethylene (HDPE) pipe or pipe system is installed, the contractor and a representative from the pipe manufacturer should hold a preconstruction meeting for installation training. The pipe manufacturer should spend a minimum of two hours on the job site during the initial pipe installation. ITE Trip Generation AM PM WEEKDAY Use Description ITE Oty In Out Total In Out Total In Out Total Multifamily 221 23 4 12 16 9 4 13 62 62 124 Single Family Detached 210 42 13 32 45 28 16 44 234 234 468 Trip generation reflects AM and PM peak hour traffic as well as weekday traffic. TOTAL: 592 SUB 2020-OOOXX TAX MAP 91, PARCEL 15 & TAX MAP 91, PARCEL 9 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 °=1000' - -_ a OAK HILL MILL CREEK INDUSTRIAL PARK LAKESIDE 7TF3 MILL CREEK Y C R E€ K M I L L Mont ceII91 .l'qh School *PC1,4, 0 GALAXIE ft FARM LANE LYMAN HILLS LAKE REYNOVIA SITE Carter II+'}aurTtBn OrChaa MILL CREEK VILLAGE HOMES III ,Z AVON PARK Map provided by Google.com SHEET INDEX C1 COVER SHEET C2 EX. CONDITIONS C3 SITE OVERVIEW C4 GRADING & UTILITY OVERVIEW C5 SITE LAYOUT C6 SITE LAYOUT C7 GRADING & UTILITY PLAN C8 GRADING & UTILITY PLAN C9 ROAD A C 10 ROAD B C 11 ROAD C C12 ROADS D & E C 13 ROAD F C14 LANDSCAPING PLAN C15 VDOT DETAILS C16 ACSA DETAILS C17 SAN. SEWER PROFILES C18 STORM SEWER PROFILES C19 SIGHT DISTANCE C20 MOT PLAN HIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST, 434,227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM i JUS IN . . SHDAP � Li . 4 183 V/ 0 ROAD PLAN FOR GALAXIE FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: FILE NO. COVER 18.025 C1 T.M.91-10 COUNTY OF ALBEMARLE, VIRGINIA I IF D.B.1979-44,46 & 47 PLAT114 T.M.91-88 COUNTY OF ALBEMARLE,VIRGINIA D.B.1979-44,46 & 47 PLAT W R1 MA, ED r N76°25'14"E �( > > �� RO 5a / o / /POLE' T�k T.M.91-12A LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 1 °30'22" 5689.58 149.57 74.79 149.57 S75°40'51 "W C2 0*1510" 5689.58 25.09 12.55 25.09 S76°48'59"W C3 6°46'23" 1472.40 174.05 87.13 173.95 S73°32'54"W 6ONC.' / / /CASING v ' ii�-i CLAUDE S.SHELHORSE,JR. & I v EX. ILDING 1-g v &0, / ° tea/ / / / �' /' VIRGINIA THOMAS SHELHORSE I (TBR) 5.09 AC POLE -"---- / \ D, TBR � .5•. / - D.B.1049-86 I I I \ , DAVID S. MEMEPS / � o -��' ' / / / �� / � 'O* I D.B.521-523 PLAT f/ / �� �/ I o D.B.337-255 PLAT NNA RIE W /I yv ITME / -204,1207--------------- --- ,I� EFMA�IEIJT A-. T i / /�' f ANITAk► EwP'E, 1T z / / / / / 4' F / / / - � �a�;� T.M.91-11 - / / / / E. -P�„Ti X\�� uo SCHOOL BOARD COUNTY OF 0 N� ALBEMARLE, VIRGIN IAIV \ R �A D.B. 5258-620 r TA(vK i IN 5¢ / D.B.1979-46 & 47 PLAT i 4 / , / / ,Xk IZ v / /' / / / 6 GUARD ,{Iso- � ' WELL PAVE . �I DRLVLWAX AN' / DRIVEWAY �J / T.M.91-13 1 O-- R 0 6°33'4 �V / COUNTY SCHOOL /'� F �, b T _ - - p AVEO r - ENS Sao°y�.� s \ \ / / y --- - ' (T _ �19 4 36`',w ---- _ _- 25 4 I / G (� _ _ BOARD OF x /-1— `ARM LAi`IE K ' y/ ALBEMARLE y XIE B UA /Y O'J )i / -� �7° / l ,' _�GALA / -r- / / v >>v tK / Ai N61° 17 _ ■ ,' / i COUNTY, VIRGYNI 7 ;` _ + _ f --- pQ 42•• _ - 5 / / 364 �� - // - C�� \ �' H ,29-E� o� � GUARDR / + / / D.B.1033-313 _ _ ,' 48 0• - - / �, / - - 17 � / D.B.1033= fi3— 2 , - F - _ / I - , = 0°3 52 / ° / `,y02 F : --- D.B.619-368 PLRZ I - — — — — _% — o' s�`.� .� =�� -� / �lw i i a o_ S43°2'9 �. _ / �6' 6 \ - 53 ' N x ,s S47°5, 45 / -'' / �5%�4 / A00LAN / O �,� � ROW 10' P ��EME`- / O 'o x S -\ /�'' / ,' / ,/ ,' ,/ / / , / i / �/ - �/ 1y� i /i D,',B.198-59�2 P T xi D.13.214 261 LAT --- - ----��/ �',/ 42• L I . I I V -Q.B 21 - 3/57 -----,3�63 PLAT I I I/ IC 19VE"A 5�TM.91�l � / ,� � 2\P�\,✓�—1Q• ��c ,�. RIVEWAY �Za �� ,>�,----------' R) / f , 8.2�7/ACRES / 4�2 // / ,/ / / /' ' I rJ/ (TBR) I U ,I -. / ,�,✓ JASPER L,HAYNE & / '-,\ I►I I / — I /T51sVALUEP.HAYN SPERM NCN GlO � AO 1 SEWESMT4N TAR B.i1SHIM 9 36�Z y�-�o �5-143-D,B.81 B �1� P� �4, �L / ENGINEERING 2 O / LAND PLANNING PROJECT MANAGEMENT y i y�0 0/ y' / f \-, I ad ■ // ,' / , ,�tZ' �� 912 E. HIGH ST. 434.227.5140 / \ n y / , / / ,' - ( ■ I �,/1111 l��/ ^ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP ENGINEERING.COM SENT iy / ------ - / / / ��c / ,'-- / / EX. BUILDINGS (TBR) EX. BUILDINGS NIP - 480 � ---TBR) A�6, I �� I I � I � � i �'/ ��/ ,I gCS I / / _ i / TBR __ _ -- ( / � / / may- �— V I ■ JJ �// / /// � / /// '------ 1484- — — — — — —�-------- v v v I \ o / / o / /' �' �' / / ) ' v— 480— — — r- v I I I 1 C� ,— — -------486-__ � --`i�2 ----------482--------- ----------�`�__V-^Y---- - I I \.i J/ 1 '/V 1 p'Z 58�5 v -----' / / FE E , 915.67 i X-' --" x - - - _ _ _ -- -- - ----_= -- --- - � - --- ,---- ------ ----�8 - = /� / � '�'� / '/� TES l"�iILlIP x x x x x _9�25' ----- -- - - - - 4� - _ ---__v - --� o 77 _ 1 I � 1�i .41183 / \ 0� , -------------"- I — I-_ - __Il _ ��i/ GRAVEL _ GRAVEL - _ ` V CON 11 I\ III II '' II ' / _ -- _ _9.00, .u7' ( �� \ H w ( �.M.91A-B --_492 I - a=-=------ �_ _ _-_-- 494- - _ - �_` �_ I \ �' _ -496--- i _ _ - - -- 48& MO U //// 'ySto1VAL OPEN SPACE,PHASE IV,AVINITY . - , / - -I- ; ' ,',' AVON PROPERTIES,LLC T.M.91-1-1 E , _ . - , T.M.91-16D , `� _ _ _ _ ,ICI S 8 09 4 W, / �► AVINITY ESTATES,LLC SCOTTSVILLE ROAD HOLDINGS,LLC �/r D.B.2267-750 I D.B.4894-228 PLAT D.B. 5124-678-A PLAT / D.B.3257-702 - --q74 I D,B.4990-174 ' D.B.3480-44 & 45 PLAT - - D.B.4894-228 PLAT D.B 558-379 PLAT ROAD PLAN FOR T.M.91-16A1 + / GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: FILE NO. 18.025 EXISTING CONDITIONS 50 0 50 100 150 ` Scale: 1 "=50' C2 r------------------------------------------------------------T------------------------------------------------ok SHEET C5,7 1 SHEET 6 8 1 LOT 65 1 1 ; 12,014 SF 1 1 , / LOT 64 / 1 1 1 10,420 SF 1 i LOT 49 1 , 9,69q SF NEW 20' ACSA ' 1 I R30.0' N SEWER ,ESM 1 I R30.0' LOT 148 7,7281 6 26� 3pT�' 1 1 SF F / \ 1 1 __LOTj 50 46 O 4,608 SF 1 CR / o / 1 1 I I o 0 1 i III ANNEW gn' ix I 1 r LOT 47 1 , I I LOT 51 LOT 62 i 000., `,'/ _ Ls 4929 SF 1 / I-------- + 4z7401 SF 5,419- -- o '/ 60,847 SF ♦ • °/ �/ 1 1 / OPEN SPACE A 1 I s 1 \ 0 1 ` \ / NEW 20' CSA / ♦ o� 1 1 SAN SE ER ESMT 1 I 9 / o ' � I LOTL46_-- I 2q.o _LOT] 52 LOT 61--- z .o ---� i °�J P ti 1 1 5,045 SF 4,830 SF 4,300 SF y{ 1 1 1 I I � / / • g °�J �°i �`�� � �°ems / / 1 ROW 117 ROADA2 _o--�- - 100 -T - moo--- - - - - ---- -----__38 RpW 1 E _ - �.• ------ I N " = , _ _ 1 NE 20 ACSA LOT 53 SANg °"u� o" ■ °� �' x / 1 - - LOT 60- - SAN W 3,379 S ----6, ------ 6,743 SF �j ■ � o"uo LOT 45 I I � J � � oHu� �J �J,P ° ' LOT 1 LOT 2 , RO - 2,325 SF O 3 P / o"ui °"u ` 0�4 1 1 8,690 SF _ - OPEN S CE C (TYP!) LOT 44 D S RE - �20 1 5,232 SF r--- ------ 17,401 SF 11, 88 SF OI W 1 I I 1 1 $yV LOT 54 --------L_61T 59 i CZ o� �Q` O / _ LOT 43 1+ 3,495 SF / �♦ / p 1 1 LOT 3 LOT 4 LOT 5 , 1,188 SF o 5,569 SF I O�P� 1 5,905 SF 5,251 SF •• ' I - I � I I 4,926 SF LOT 10 LOT 11 , 42 wn R' ACSA 1 O� / ;' ���j 1 6,313 SF 7,664 SF - - - - - JJLOT ,188 SF I I� LOT 6 t 1 4,808 SF LOT 7 - - - - LOT 55 °�J / �°v LOT 8 LOT 1 LOT 41SF v / Q 1-------, 5,094 SF LOT 2,685 S 1,188 SF ------ o LOT 58 _____ 4,942 SF LOT 9 LOT 12 3,494 -- 1 r--------------, 5,637 SF 9708 SF LOT 40 I I or w yJ -------, 5,023 SF 1 f r-----__ ' 1 I I I 1 � 1,309 1,188 SF 1 - SF - LOT 39 / ■ 1? 1 2,314 SF 20�/ 20' PERMANENT ACSA ■ / �`� Q- J(0� 1 ROW TYP. 4,320 SF 2 ° SANITARY SEWER ESMT� I (D-B.3179-90,95 PLAN °� / ,�,J��:' �6 1 LOl` 57 OPEN SPACE B _ �+ 5,953 SF 11+0o w _ _ 12_+Foo a 0 87,866 SF J / 1 +-o 13+00 a ` o I I / O.Z ��� Q Q• 78 10+00 _ - 54' ROW Rsos.o' - -1 - 14+60 Rs000.o' , ------ * . 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GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: FILE NO. 18.025 SUBDIVISION LAYOUT OVERVIEW C3 SHEET C5, 7 I 1 r--------------------------------------------------------------------------------------------------------------� -51 / /o, 1 'SHEET C6, d 8 1 1 / p8 / // l' ' /' �1 1 , / 500 / 1 / ° zo 1 X01 / w 6^Gv 6�� DIPW90' BEND WL 971 1 9E?X I A X �' 1- 1 kill —49 1 \ SQ V —• I ' ' I 80 / / / // /' /� /' �� - RIP NONw9VEER J \ \ 2 \\ ■� 1 _ 3� / •. / / / /' / / i , �` FILTER FABRIC ,♦ _ 1 / / / ,/tk� �HpE�Af1WALL i _ _ - Ai - / /48, LF C�,CSS I � I / // - _ - YR2 / n t� ----N /' ! - 91� 0 lb I r9 I •NEW' �� - \ , / \ \ l� • .• F �. .. FHA D<�_ _- / . 2r- t� �R,ST I • — — — II 'S55, / ,-4a6 -� 5 — �. — — 8675X �� —�- 1 — — — / 6"GV' 7580 ,'/' /�� ,' �J / �RO -� f _ --- w— — — — 1 3 z ? 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 u JUS 1N SHLl 1P L] . 4 l83 reo AIVAL ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: FILE NO. 18.025 SUBDIVISION LAYOUT 30 0 30 60 90 _ b Scale: 1 "=30' C 5 I / R30.0' 00 I� LOT 148 7,7281 SF L 46 O av NEW 20' ACSA-, F SAN SEWER ESMT Go LOT 47 4,929 SF 4 o i r- I + I I O O O 0 > \ \ I ROW YP.) EEEEEEEEEM � \ I I I o I � LOT lL46_-- 20.0 5, 045 SF z CONNECT ROAD A TO I GALAXIE FARM LANE � I 0 _ ROAD A2 -_ _ O - �- -T--57' ROW ---- 16+00 LANE _ -- • • '• " m � FA M _ a . X - - r\\o NEW 20' ACSA G - ALAXIE R _ _ _ _ _ = ROW - _ _ (TYP.) SAN SEWER ESMT -�--�- I LOT 45 : MAX. 10' x ,> - 2,325 SF LOT 2 LOT 1 �� - -- 8,690 SF 5,232 SF - --- - -` " OPEN SPACE C _ LOT 44 17,408 SF 1,188 SFSHIM I I I I I I LOT 43 ENGINEERING2. 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J w - �� ' ENGINEERING w — LAND PLANNING - PROJECT MANAGEMENT w w/� 3 - 912 E. HIGH ST. 434.227.5140 3 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM / v \ / \ f / / / / /' I / l slip l p5 / ` 18 PP STM \_\_ ,� \ w 1 +�0 w�ww w� w�,—w �w // / / -- - -- — �68">BASE "+'� -r 3 6g E `-W W 61 illP W 3 ; o n / n 9 3 ; i / i 3 —L DIP / 8x� v v' -- / /`7A \\— ROW I I I / / /i� I I / R905.0'/ p / / /� " — 9: ��0' Ws`� y�n w _e�Q/L w t B ,P L / 3 — 3 — - — — \ 3 3 a / / n / ' / / / 3F . ; EL - / 14 x — w �r-cam F5000.0' _ w 3 3I xEE a. I I / — L 1� —w —w —w w —w w u� w w �w �wI w.�w+—�n w,—w —w v� `�� / 3 / / � ..N � / / TEE I_ — 16 00 8 L 8" DIP VEIL - 1 Q 6 DIP WIL _ RO D_G I '\ V \\ ( I + \ / ° ' / / /GJ / I / / / /cn I I / / N I i s ; 3/ T 3 3 O \ _ 3 .n 54'3ROW co - vj)/ co p ROAD PLAN FOR 8" S R 26 SAN GALAXIE FARM CA SUBDIVISION BMP D STORMTECH • ISOLATOR -• • • •• VDOT STONE\\\ STONE• • LAYOUTPENDING. _-M__®il_ 0=8 0� ��� ��0 ��� MOM 111 01 \\\\ \\\ \\\0§4 MMI 00t \`3` 0001 OAL t0\tom\ N W 20' / J / U) -4 0 ACS SAN \ LI L---- LEW \ SEWER ESMT ( 20 ACSA SAN / / ------- ----\- -� — \ \ — — ' BE COUNTY, AL MARLE VIRGINIA / — / / / / — — — — SEWER E 10 — _ SUBMISSION: / ( o / / 2020.05.13 6 - o — , , _ __ - REVISION: 10 90 8900 ' - — — — — — — -- 482— —__ - — �— DITCH---- 502 / / X r — Y x x y x — 4g8 �.; _ x x x= --- x x x —_ —, x x x x x x =—_— 486 — -- - x -- V _ _ _ _ --------------- ----\ — — — // =49tF ------494-- ---\ — _ 492-- — -- — ,.—'— —---- _ — — _ _ 496 FILE NO. i _—� 18.025 I GRADING &UTILITY PLAN I � I 30 0 30 60 90 Scale: 1 "=30' C8 //� / // /// /// / �//0/s//a/d. /////���% L� xp/c So�—j —/ c�—�p /�-/ � %/ �o p\II- °� / ♦/e\�\ o \/ �-�c���Ao' \� J , M /° /'/ /// �/ /// /// ///// o,OL/D-/-' / -/ J.-M-�-/- c�/-v'M/•i -/- �—///�- ./ T- -�W-�-IN-�-O-o' -o-�-/ / - -/ - --iN-/s i//1 1VM VSO OZ M3N/ / � — . _-ss€�gmueN_ s s LA I\ ss v In \MA � \\� �\ \�\ \ I — J4- ' i /I �y o o / \ / 0 7 / - 41 rm 00 nkqo / M�nH 1KS3 2J3M3S NVS VSOd OZ MINV_ nHO p ggti nH0 t9 MM—M— O aM— M— M— M—MOO+ �—of —® —M�M---MM—J00 l zv ado bp�M— M � bO7M 0 vl o + °a 9 98 00+Z o 69 Ag daze �ySL C11- 0S09 9° �k 0 Z0' //7 ° C? 06 �r - 1W�3S/NVS VS?V ,0� M3 ��/ / C # /I / // --- "1 1\ -LLN/ /// --- 4o4---, 11, 1 � v 'v a0 -0 1W 3 H]M3S1 NVS VsO ,0Z M3'N �23 \ I 30 0 30 60 90 00 A7� O A �� Scale: 1 =30 is \ \ //T 500 495 490 485 480 475 470 465 460 455 10+00 O O O� 0 Lr) O O rnr- O O� pN O � O � � � N 10+50 11 +00 11 + 50 12+00 3' CLEAR ZONE VDOT STD CG-6 CURB AND GUTTER, TYP. D SUBGRADE BR=10 12+50 13+00 13+50 14+00 2.0% LANDSCAPING STRIP, TYP. 4.0" CLASS A3 CONC. SIDEWALK (TYP.) 4.0" VDOT 21 A (TYP.) 14+50 15+00 3' CLEAR ZONE VDOT ST CG-6 CURB AN GUTTER, YP. 2.0% COMPACTED SUBGRADE —1.5" SM-9.5A MINIMUM CBR=10 3.0" 3M-25.0A 0" VDOT 21 A 15+50 16+00 16+50 500 :111'1. i3Ore, 485 480 475 470 :1 i 460 17+04055 cD-1 EW-12 TOP OF CUT PAY UNITS FOR (TYPICAL) C� RADE � PAVEMENT BEGIN WITH PIPE TO "SUBBASE DITCH LINE ELBOW L L6(RAOESHOULDER LINE / COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT CENTER LINE SECTION TRAVEL LADIES (WITH TYPE 1 SELECT MATERIAL _ -pt--- ;,— 5. / TRENCH PLACEMENT EDGE of PAVEMENT PAY UMTS FOR OUTLET PIPE TO SHOULDER uNE BEGIN WITH 45• �— PAVEMENT SURFACE i BASE LBEI D.BOW -i— SUBBASE OF/ TOE OF RAIL _ - o o - o - —SELECT MATERIAL TYPE I OR I (TEAL) /a7 AGGREGATE, IS AGGREGATE OR CRUSHED GLASS MEETING 08 GRADATION REQUIREMENTS. Fri N VIEW GEOTEM E DRAINAGE FABRIC (PLACEMENT OF CD-1 ACOMBINATION UNDERDRAIN) OR — PAVEMENT SURFACES, BASE 0 0 0 0 0 0 0 0 0 — SUBBASE OR CEMENT STABILIZED SUBBASE 0 0 o r-SELECT MAT .1 TIE. OR SUBGRADE 0 -o•o- o - ' - • - - (CEMENT OR LIME STABILIZED) GEOTE%71.E 901 AGGREGATE, 48 AGGREGATE OR CRUSHED F. GLASS MEETING I8 GRADATIDN REQUIREMENTS. GENERAL NOTES 1. UNLESS SPECIFICALLY INDICATED COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT TXIS PONT WHEN �OTH SUBBASE MID SUBGRADE ARE STABILIZED. 2. TRENCH SNALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MN. (3 % DESIRABLE) GRADE. 4. ON CURB AND CUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PPE ON LOW So ONLY. 8. INVERT ELEVATION AT OUTLET END OF OUTLET PI TO BE A MINIMUM OF T-O' ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. * WALL THICKNESS (MIN) - INCHES 7. ALL CONNECTIONS (ELBOWS, WYFS, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. X X X TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. `VGOT STANDARD COMBINATION UNDERDRAIN SPEFERENCIFIC ION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGNIA DEPARTMENT OF TRANSPORTATION 701 CD-2 LIMITS OF PAY FOR r PAVEMENT alt OUTLET PIPE SUBBASE TOP OF CUT O ,4. BGRADE TOE MI FALL ELyy-12 URL C016NATION UDERDRAN DITC <TYPCAL) TI SHOULDER LIE LINE I I EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS �' TRAVEL LANES CENTER LINE SECTION 1--€-- ��------- 4-- - ONITH TYPE 1SELECT MATERIAL) -� EDGE OF PAVEMENT TRENCH PLACEMENT SHOULDER LINE Y ��I TOE OF FILL �--PAVEMENT SURFACE i BASE / SASE LIMITS OF PAY FOR OUTLET PPE FSELECT MATERIAL TYPEIORI PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN 857 AGGRIDOATE, /B AGGREGATE OR CRASHED TEX d.A55 IEETNO /a GRADATION REQUIREMENTS. DRAI;7. NON -PERFORATED OUTLET PIPE FABRIC OR —PAVEMENT SURFACE i BAD SUBBASE OR CEMENT STABILIZED SUBBASE F SELECT MAT TYPEI OR SUBGRADE X WALL THICKNESS (MN) - INCHES <CEMEHf OR LINE STABILIZED) )00( TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. .... 057 AGGREGA 08 AGGREGATE OR CRUSHED GEOTEXTILE CLASS MEETING /a GRADATION REQUIREMENTS. DRAINAGE GENERAL NOTES L TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUCNLY HIND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2' RAVEL LANE PAVEMENT AND SSHAALLL BE PLACED ON AA GR1 ARALELPIPE SHALL BEGIN AT THE EDGE DTOTHTHE TSHOULDER SLOPE 2 X MIN, 11 DESIRABLE GRADE. BRIDGE Sl1WASE 3. ON CURB AND GUTTER SECTIONS.WHERE R IS IMPOSSIBLE TO OTNQtWISE PROVIDE _2 OUTLETS FOR UNDERDRIILS, THEY ARE TO BE LOCATED SO AS TO GRAIN INTO DROP CO-2 INLETS OR MANHOLES. S O BASS� 0.218 (S'E MIN. DEP H)TYPE I 4. ON SIPERELEVATED SECTIONS, TRENCN IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PPE ON Low SIDE ONLY. 5. NVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MNBAIIM OF 1'-0" ABOVE NVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 9. ALL CONNECTIONS ELBOWS, WYES, ETC.)WTHN PAY LIMITS FOR OUTLET PPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAE CRUISING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE S REFIRA N STANDARD COMBINATION UNDERDRAIN ROAD AND BRIDGE 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET I OF I 501 707 NR(INA DEPARTMENT OF TRANSPORTATION -- STRENGTH TYPE OF PPE * W.T. 4" NON.DMMETER ifly,T, 8" NOW. DIAMETER SHIM kr.TH E OF PIPE CRUSHING STRENGTH )(W.T. 4" NON. DIAMETER W.T. a" NON. f%MASTER THwulPvc WALL PE 70 P51 ifif* 70 PSI iEBE if cRusHNc v,MoonG WALL PVC .103 a1a3 SMOOTH WALL PE 7o P9 i(TAME 70 PSI iEN3f 0 AW VDOT CD-1 & CD-2 DETAILS Not To Scale ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM L �i' ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: FILE N0.W I, sm., 18.025 ROAD Al SECTION ROAD A2 SECTION cRusHNc v,MoonG WALL PVC .103 a1a3 SMOOTH WALL PE 7o P9 i(TAME 70 PSI iEN3f 0 AW VDOT CD-1 & CD-2 DETAILS Not To Scale ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM L �i' ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: FILE N0.W I, sm., 18.025 ROAD Al SECTION ROAD A2 SECTION VDOT CD-1 & CD-2 DETAILS Not To Scale ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM L �i' ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: FILE N0.W I, sm., 18.025 ROAD Al SECTION ROAD A2 SECTION I 30 0 30 60 90 Scale: 1 "=30' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 0 3" CLEAR ZONE rim �� 00 VDOT STE CG-6 + 0) + 0-) 10.0' 10.0' CSAN GUTTER, YP. o� o� o 0 �M �� �00 00 � < W < W N r U) w (n w + 0 + w + 00 + 0000 5.0' 6.0' 6.0' 5.0' -'Nr` nw�Lo w � oaodf -= y.0% d� 0510 510 �PFSTA 1w °0% .PVI ELEV. 498.3 00 '6 � I-- w n r+w �(o OTC) cc30.00Voo-oa + ao ro+20� a7 A It PVI ST 12 22.40 N w c~i� w ROAD B2 ~ J ~ J `ten 00 STRIP, TYP. 7.061<-V w PVI ELEV. 488.28 w < Ld <w > �'-i U' w 4.0 CLASSSA3PCON l � PVI STA. 11 +50.40 a w < w w w w w < w Q w 52.00VC (nw caw- 0 � C COMPACTED SUBGRADE Li ` 4 � $r 500 .00� - _ 124.14SDPVI 171 FV RR RR 54 PUBLIC ROW vv 5� -r 500 MINIMUM CBR=10 > > > > 00 > > > > + r- + SIDEWALK (TYP.) 1.5" SM-9.5A -- Val 5 QK9 D - : � � 25' PAVEMENT PVI A. 13 .00 � � � � � '' 44' 0 0 0 0 - l PVI ELEV. 47 .37 4.0" VDOT 21A (TYP.) 0 X.-GRADE- � -I-ST 11 9 .40 -1. _TA,-12+ 2 40_ 25 MPH DESIGN 17.00vC Q w Q w * 495 y - SPEED 4$ c~n w c~i> w 495 2.5' BM-25.OA 2Sq - 17.00VC- 12.56K-V I -_ 4.12s _ AADT=<592 00 99.455 1_67K- al I2 6K=V I 1"=30' HORIZONTAL PVI '9 11.58 4.0" VDOT 21A 490 1"=10' VERTICAL - PVI E EV.490 0o ROAD B1 SECTION 00 0%2�� y \ \ 4.12S 4.00% \ 1. 7K- a.l 485 ROAD B1 ELEV.48.7 7 5.35q 485 ROAD PLAN FOR 480 PUBLIC ROW I N 4.009 480 54.0' ROW GALAXI E FARM 0'v _ PAVEMENT m 25 MPH DESIGN 2 m OT GD-1•\ °� 00% SPEED \ �- SAG STA.14+13.24 3' CLEAR ZONE SUBDIVISION 475 Q 1 Q 1 _ A �-4:7-77 475 VDOT STE AADT=<102 0 0 X GI Aran 12.5' 12.5' CURB ANDCG-6 _ 1"=30' HORIZONTAL GUTTER, YP. 1 "=10' VERTICAL � I 470 00 -013 m 470 �� m flM 5.0' 6.0' 6.0' S.o' ALBEMARLE COUNTY, VIRGINIA ICI �Lo coL NCO r7� �C co-M CO� 0 C) 66 00 N co 00 n (o -O M ur O n CD 465 � d It -t d• � Itd- It � * � � * '+ 1'1'* 5465 2.0% 2.0% 2.0% 2.0% SUBMISSION: 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+5� 2020.05. 13 LANDSCAPING -i STRIP, TYP. - REVISION: 4.0" CLASS A3 CONC. COMPACTED SUBGRADE SIDEWALK (TYP.) L.5" SM-9.5A MINIMUM CBR=10 4.0" VDOT 21 A (TYP.) 3.0" BM-25.OA .0" VDOT 21 A ROAD 132 SECTION FILE NO. 18.025 8x6_ -TES 8x6� TEE x-/= TEE ANEW 3 B 84 o a > _ NEW 20' A�CSA / SAN SEWER LSivMT /// 0 o s " I MAX. 10' RETWALL / I ! I / o / I �I/ � � - I // �/ '�� 1 / � '. // � � j I I w —w —w �� o - � � p.- -- I I / - _ / 3 — , ' F1 O - / ' S3Q -- -- x — — l I ; �� �/ / f / ��I �- -- --- / / / CT - �o / / / � o i II ?6 / \ /✓ // // / / / i / / / �I S2 3 i R48.0' 41 16- N � 0�00�0 I�a0O�210i1�NNN M i M •r • • R . • •• • •• : •P • • IN 7.6' #3 VDOT STONE CHAMBER . •: •• LAY )UT PENDING. 111111111111w \\\� \\\� ii r� �000 �\\�� \��\0�00 �= \\\. `� I® ®FINAL 0�� ��� OR100 X. 0 \\\' / � I / w — 01 i i 3 w w -�—® I �4' - - - - NEW 2( ool 3 WATER / Lu Z / o G 3 � - - - Q / / o + o r _ ZI/ S S I 3 CO I $ � 1 Bic .. w •� • • e .. •r ;.! —�� �G\�: •r'I��'- •..►�®-��� �Jfy� , �� � ���� _ •; - ; -__ -� 0�1���1 � � �. � �I�•� ilia • •\:. �� I. 3 - cti MAIN �Dl IY W L ROIAD C •04�6 i —�i_men I 510- i// / /�� / f/� /i/ / /// Ng� /� (/ �� \ - ----- NEW 20' /n \ / L -40 ACSA SAN SEWER ESMT 'L I / EW 20 7 I I/ // ACSA SAN__- ( SEWER E O Oo Ln o) O'� CU a- I'L 4_00%~ X. GRADE ROAD C 54' PUBLIC ROW 25' PAVEMENT 25 MPH DESIGN SPEED AADT=<592 1"=30' HORIZONTAL 1 "=10' VERTICAL O O00 Lo N Inoi +O 'VI STA. 124M.00 a- P-VI--ELE 512.50 v VC 162. OSD T3.46 --Val— ___ PVI STA. 14+50.00 PVI EL-EV-.4-8-9-. - 170.00VC 163.09SD 27.40K- Val u) Q • BEND .� •• r • I� i i • - ••• .. • , • • pp ST�R30.b ss 30 0 30 60 90 m m m m m 1"'* SHIM Scale:l"-30' ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM P\AL 9-TA. 18+� LE V. 4_� 20.00VC 1000.00S - 0.40K-V 0004 rnN d)O 00 0)000) 00sh 14+50 15+00 FILL �91L% COMPACTED - - -- - 0) �t �O o-M r-00 Old I� 00 h 16+50 17+00 + - --- _ - - -- -- -- - - - �2'01y 00 rn �to inij rn cv n1n 10+00 cv0 OO � � �� �O 00 �IT 0I',0 N� OD L� � n O00 001� O� to , aril" 4tEG L� I- I" 18+50 19+00 .- In �I� r7-M LnN �N coLo OO rnO "1tIdi CO I� Q0 R 17+50 18+00 n N 00 M �d 04 m- �m _ �� 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 15+50 16+00 Gs 1N M. SHIMP L1 . 4 1 $3 , � 0 0 ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: 3' CLEAR ZONE VDOT STC CG-6 12.5' _ 12.5' CURB AN GUTTER, YP. 5.0' 6.0' 6.0' 5.0' FILE NO. --2-0% 1 0% 2.0% ==2 °% _ 18.025 LANDSCAPING ROAD C STRIP, TYP. - 4.0" CLASS A3 CONC. COMPACTED SUBGRADE SIDEWALK (TYP.) 1.5" SM-9.5A MINIMUM CBR=10 4.0" VDOT 21A (TYP.) 3.0" BM-25.OA 6.0" VDOT 21 A ROAD C SECTION \ I I - - a -/- s �/ 4%v I a -Ao ���87 S8"F4 Xc 244 m v v ` v V a a ° _ \ I/ 9 I \ \ I \ m w-W cr / - W \ \ 8" DIP WL MO �v \ / 1 o 0 l o ' \ +I2 L $8 �021 +Z L ' CT 9 0* rnl v / m 0) 0 (� _ _ -w -W I 00+zW a I w-w�� I I• • �° • wN -o v- mN mC7 C \ I O�\ ul V \J 0. I 4 4 AI>zo C dm �z q� o>p a \\ T- ��I - oo A` zm / - I D2 Cg � 00 C 9zx w 1 \ _ o - �+ _ _ _ 1 <, \ / �� m> ��_. _ 8SA s mom\ rt \ Cf) moo �I o _ w - - w y ° IJ ! o H I ` ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 0 0 00 505 (0_ 00 aC1�00-Q - 0 III 500 `n N in J �(n Cn w > > CJU �H I J H J >>�- >> 495 PVI A, _10+56.00 -> VI ELEV. 477_08 - 60.00VC j > 70.40SD 490 - a PVI STA. 10 1 .00 VI ELEV. 7 48 485 - X. GRADE 480 2.00 40-'° 475 - -- ct o SAG-STAB-0+14.33 I� a0 S f I� m co a� N 10+00 10+50 11 +00 Loco Zr-, 1_ CAI N N Lo r- m +00 +00 505 0 Q J ¢ bi I nj N cn w cn w c3 u0 ~~ 500 Dr, >> » PVI STA. 11+50.00 a_ w PVI ELEV. 488.36 ¢ w 45.00VC Cn w 8,aS-D 495 490 5 4 -V/a l > > iDVI STA. f4. % 490 485 PVI ELEV. 10+50.4 35.00VC - 815- 15SO 7. -Val 485 480 ROAD D 49' PUBLIC ROW r2.00% 20' PAVEMENT 480 475 25 MPH DESIGN SPEED AADT=<102 - 475 47o I0 1"=30' HORIZONTAL I m oo 1"=10' VERTICAL 11 +50 12+04a0 465 10+00 10+50 3' CLEAR ZONE VDOT STC CG-6 10.0' CURB AN GUTTER, YP. LANDSCAPING STRIP, TYP. 4.0" CLASS A3 CONC. COMPACTED SUBGRADE SIDEWALK (TYP.) 1.5" SM-9.5A MINIMUM CBR=10 4.0" VDOT 21A (TYP.) 2.5" BM-25.OA 4.0" VDOT 21 A ROAD D SECTION CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Ln + > ROAD E L] . .41183 Lli U) w 30' PRIVATE ALLEY 490 ' a_ 1�_ 20' PAVEMENT .Ar DC 25 MPH DESIGN* SPEED 'yS1 o ]VAL - 485 !►'. AADT=<102 1"=30' HORIZONTAL 1 "=10' VERTICAL r 4.04 - 480 - OT CD - 95% COMPACTED 475 ROAD PLAN FOR �X�GRADE FILL GALAXI E FARM 470 w �o ON SUBDIVISION 11+00 11+50 12+00 12+5465 30.0' PRIVATE VDOT STD CG-7 ROLL TOP CURB AND GUTTER 2.0% 2.0% L�ICOMPACTED SUBGRADE 1.5" SM-9.5A MINIMUM CBR=6 2.5" BM-25.OA 4.0" VDOT 21 A ROAD E SECTION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: FILE NO. ROADS D & E 18.025 30 0 30 60 90 ` Scale: 1 "=30' C12 EW-12 W�0° BEND 3 3 o — — —�_ 1D 474— 490 485 - 480 2.0 475 470 465 000 '_ co r)LO 460 10+00 O O O O L0 LC) 1_0 Go O O O Nl GO r- Ln I-- LC) O Ln +I� +r + +r, O O�t O O Nd- N� O Q- O Lo Q NLri Q W Q W LLIJ J N� O H- J J U) W U) L�J ± N It (/) LJ U) LIJ CR-2. 2A 11 +00 11 +50 12+00 12+50 I�vEL SLAT DETAIL* (PERMITTED FOR EASY FORM REMOVAL) 27Y4" MIN - 28Y4" MAX RAIL HEIGHT P-IT 3,_11%2" A A 3E ISOMETRIC B" X "/ GR-2 GR-2A PLAN MIN, STEEL OR CB INCH MIN -- A'LVMUNUM OR STEEL RIVIETS OR BOLTS (6'-S' POST SPACING) iN-1V2" POST SPACING) ALUMINUTA PLATE { MATERITA1�, LE W,TM POST MAX DYNAMIC DEFLECTION - '3' MAX DYNAMIC DEFLECTION - w^ SECTION A -A PIPE LO. SLOPE CLASS A3DIMENS[ONS CONCRETE CUBIC YARDS L H 4" 4* 4'-5" I'-4' " 0-28 6'. 2:s 2'-IDI ' 1"5'�' 0.21 6" 4:t 5'-3" T-3 0.35 101.32 U-TYPE ROLLED RAIL STEEL POST AT 133 L85-JFT, OR ALLNINUM ALLOY 6063-T6 a 78 L BS, /F T UNDERDRAIN OUTLET MARKER DETAIL NOTES- 1, TYPICAL ENDWA-L TO BE PLACED AT THE ENDS OF ALL UN.DERDRAIN OUTLETS, BARRING LOCATIONS WHERE UNDERDRAI IS TIED INTO OTHER DRAINAGE STRUCTURES. ENDWALL TO BE INSTALLED PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE, 2. OUTLET PIPES SHALL BE RIGID NONPERFORATED, SMOOTH -BORE PIPE, MEETING THE REQUIREMENTS OF 70 PSI TESTED ACCORDING TO ASTM 2412, 3. EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX- I2' X 1" AND WEIGH ,APPROX. 0.82 LEI& PER SO, FT. MESH SHALL BE GALVANIZED IN ACCORDANCE WITH AS7M A-123- THE MESH SHALL 'EXTEND A WNWAUM OF 1" ABOVE THE O.D. OF THE RIPE., AND IS A BARRIER FOR RODENFS, ETC. THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEANOUT PL,ARPOSES. 4. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 5. STEEL POSTS AND PLATES TO BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AND BRIDGE SP£CVICATN7_ NS. IF PAINTED THE FINAL COAT $HALL BE NO. 13 AI-LMNUM PAINT OR NO- 11 WHITE PAINT, 6, MARKER TO BE PLACED AT OUTLET END OF ALL UNDERDRAN INSTALLATIONS BARRING LOCATIONS WHERE UND7ERDRAIN IS TED INTO OTHER DRAINAGE STRUCTURES. 7. MARKER WILL BE PAD FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS. sKetFrArm STANDARD ENDWALL FOR PIPE UNDERDRAIN 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 2" 302 501 NOTES-" GUARDRAIL LOCATLONS SHOWN Ck, PLANS ARE APPROXIMATE ONLw AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05 FOR DETAILS OF RAIL ELEMENT. RAIL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501-02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN Ila" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHCJT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPEC IF IC.ATIONS. ALL GR-2 AND GR-ZA RAL SHALL BE 'MAINTAINED AT A HEIGHT OF 27j•.' MIN. - 23}',," MAX AS MEASURED PER STANDARD GP -INS ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIIRECTK),N OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY, THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BALK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TC INSTALLATION. tVDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 5131.04 06/ 14 x OPTIONAL GR-2A METHOD X OPTIONAL rR 2A METH"T USING NESTED} RAIL USING .ADDITIONAL RAIL ON BACK OF POST WHEN NESTED RAIL OR ADDITIONAL RAIL 15 PLACED ON BACK OF POST FOR GR-2A THE POST SPACING WILL BE 6'-3". FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 7D 9' 30:' 15:1 * 60 B' 261" 14:1 * 40 5' 16'1 8!+ k 30 4' 1 13:1 7:1 0 * SUGGLSILU MAXIMUM FLAHL HAIL FOR SEMI -RIGID BARRIER 'SYSTEMS. A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE (STRONG POST SYSTEM) say VIRGINIA DEPARTMENT OF TRANSPORTATION / / / / 0 0 30 60 90 Scale: 1"=30' 490 Lr3ei 480 475 470 46.5 13+0460 S" BOLT B WASHER ;, 1JLIT- — - Ifs" HOLE OALV. STEEL +00 COMMON NAIL w SEE NOTE 5- W TREATED 2 PINE BLOCK TREATED m SOUTHERN PINE 6xg WOOD POST THE CRT POST IS FOR USE WITH THE STANDARD GR-10 TYPE IIIOR WHERE I SPECIFIED BY THE ENGINEER IN THE PLANS, 221 236 505 7.0' f COMPACTED SUBGRADE MINIMUM CBR=10 [L—L2_0" SM-9.5A .0" VDOT 21 A ROAD F SECTION — )fa". 43LE _ fi x 8",V-2" TREATEE PINE BLOCK OR RECYCLED MATERIAL. 5" WIDE BLOCKOUT s !I 4 VW" HOLE '15N 4"x '.V-2" TREATED PINE13BLOCK. 4" WIDE BLOCKOUT GR-2, 2A HOLE- - TREATED PNE BLOCK CR RE_! ;LEG' i(ATERIAL FOR 45E WHEN REPAIRING DAMAGED GUARDRAIL CONTAINING STEEL BLOCKOUTS. BLOCKOUT FOR MAINTENANCE REPAIR ONLY LESS THAN STRONG ST B'-O" POST CUARDRAIL REQUIRED DETAIL A , CIA I. POST 111" 11 HOT R011 EO OR 1'11LI IE1 HOLE;.,, a" .;I-;ARDRAIL INSTALLATION HaLEs SITES REQUIRING LONGER _ GUARDRAIL POSTS 4„ J NOTES, 6O" BG'L7 TREATED PINE 1. ALL BOLTS, NUTS. WASHERS, AND OTHER - KT BLOCK OR n STEEL ITEMS ARE TO BE GALMANIZED. — RECYCLED w MATERIAL w Y ( MAY 2. ALTERNATE TYPE POSTS M16 BL7CkpuT A _ - I T , II BE INTERCHANGED ON ANY DINE PROJECT WITH II WRa8.5 OR z THE RESTRICTION THAT THE SAME TYPE OF II +POPS-x9 POST AND BLOCKOLrr MUST BE -'SEC IN ANY SINGLE RUN OF GUARDRAIL. _ II OPTIONAL HOLE II TO FACILITATE 3. FOR DETAILS OF WARDRAIL ELEMENT SPLICE JOINT. HARDWARE, ETC. SEE SHEET NCS..501.01 3f" DIA. - H41'_ES 47II GALVANIZING AND 501.02, - 4_ DRIVE NAL ON BOTH SIDES WITHIN 2" CF THE TOP OR BOTTOM OF BLOCKOUT AFTE19 5//" x 'B tF BOLT IS INSTALLED. HOLES IN POSTS B" I fii, j�—�'j AND BRACKETS TO BE }'e" DIAL CRT POST 'STEEL POST A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE '�'�io= STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD AND BRIDE STANDARDS (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 VIRGINIA DEPARTMENT OF TRANSPORTATION 0$J14 5al-05 SHIM ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U JuS 1 1 sImI+ p Li .4 183 0 ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: FILE NO. Wmie 18.025 C131 SET TRUNK PLUMB, SEE C L PLANS FOR EXACT LAYOUT AND SPACING CL ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. / 2"X2" SQ. OAK STAKES / / SET 180 DEGREES APART OUTSIDE ROOT PACKAGE ORIGINAL SLOPE SHOULD PASSTHROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE SOIL TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. TREE PLANTING Not To Scale PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" SEE TREE PLANTING DETAIL LIFTS TO BRACE TREE. DO NOT OVER FOR STAKING COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO ROOT BALL MODIFIED AS SETTLE THE SOIL. REQUIRED I LOOSENED SOIL. DIG AND TURN I / ROUND -TOPPED SOIL THE SOIIL TO REDUCE THE I BERM 4" HIGH X 8" WIDE COMPACTION TO THE AREA AND ABOVE ROOT BALL SURFACE SHALL DEPTH SHOWN. BE CENTERED ON THE DOWNHILL I SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL SLOPE AND ROUGHEN SIDES OF PERIPHERY. LOOSENED SOIL. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ORIGINAL GRADE I I EXISTING SOIL I — FINISHED GRADE SAN SEV EXISTING GRADE 3x WIDEST DIMENSION OF ROOT BALL 2 TREE ON SLOPE C 25% 4:1 to 50%(2:1) I I C 14 Not To Scale � �I N W 2 --- - ' SAN SEWI w—•—W I I ; 3 � I _ r- 3 p p 3 s —'"�W—W oil •i W� w - _. ---- T—I w wow W — - -- --II - - - - - ---- O p °- - ---- —W —W —"w —w —IW —w — w —w —w w .-Lj — w —w w �w rW I I ICI I o II ,: u V' ° ° o 0 9 k P1 10 0,0 NEW 20'�-- T-4-L ACSA AN - SEWER E MT - x — — — — — — — — — — — — - - -- — — — — — — — — — — — — -- -- -- -- -- — — - — — — — LANDSCAPING NOTES: THIS PLAN SATISFIES THE MINIMUM LANDSCAPING AND SCREENING REQUIREMENTS OF CODE 18-32. TREE CANOPY REQUIREMENT (SEC 18-32.7.9.8): 20% FOR RESIDENTIAL DENSITY AT 10 DWELLING UNITS PER ACRE OR LESS. 7.59 ACRES X 0.20 = 1.52 AC CANOPY REQUIRED PROVIDED: 1.00 AC OF PRESERVED WOODED AREA BONUS CANOPY OF 25% (18-32.7.9.8-E-2): 1.00 X 1.25 = 1.25 AC +16674 SF INTERIOR STREETSCAPE CANOPY PROVIDED = 0.38 AC TOTAL = 1.63 AC CANOPY PROVIDED INTERIOR STREETSCAPE REQUIREMENT (SEC 18-32.7.9.5): 1 LARGE SHADE TREE PER 50' OF NEW ROAD FRONTAGE (ON BOTH SIDES OF ROAD): LENGTH ALONG ROAD: 670 + 410 + 920 + 150 = 2150 LF (2150 LF X 2) / 50 = 86 LARGE STREET TREES REQUIRED 86 LARGE STREET TREES PROVIDED / / / / / / / / / w / / / / / / / ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT .-� JUSTIN@SHIMP-ENGINEERING.COM 0_0'1US IN . .SH> - , Ll .4 18IILF ---- UI az LID 0 ROAD PLAN FOR NOTES: 1. CONTRACTOR TO APPLY 4' DIAMETER OF 3" MULCH BEDDING MULCH BEDDING AROUND ALL PROPOSED TREES AND SHRUBS. 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 HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3. CALIPER OF TREE MUST BE MEASURED 6" ABOVE THE GROUND WHEN PLANTED. 4. LANDSCAPING CANOPY TAKEN FROM 10-YR GROWTH. 5. TREE SPECIES CAN BE SUBSTITUTED WITH OTHER MEDIUM SHADE TREES FROM THE ALBEMARLE COUNTY APPROVED PLANTING LIST BASED ON COST AND AVAILABILITY. CONTRACTOR SHALL ENSURE A MINIMUM OF 4 SEPARATE GENUS AND SPECIES TREES ARE SELECTED. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER BEFORE SUBSTITUTIONS. 6. ALL NEW PLANTINGS SHOWN ON THE PLAN WILL BE COMPLETED WITHIN 6 MONTHS AFTER ROAD AND HOUSE CONSTRUCTION TO AVOID TREE PLANTING DAMAGE. 7. ALL DISTURBED SLOPES 3:1 OR STEEPER TO HAVE LOW MAINTENANCE GROUND COVER. 8. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN APPROVED LANDSCAPE PLAN. LOW MAINTENANCE GROUND COVER: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) For slopes steeper than 3:1 grade, Mix the following seeds at 30 Ibs/acre each, along with EC-2 Matting (Total application rate of 150 lb/acre): Virginia Wildrye (Elymus Virginicus), Little Bluestem Grass (Schizachyrium scoporium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghastrum nutans). INTERIOR STREET TREE SCHEDULE Total Total Plant Planting Type Botanical Name Common Name Min. Quantity Height Canopy Canop Symbol Caliper (ft) in SF SF 10 Yrs y 0Medium Shade Tree Acer sacchorum "Goldspire" "Goldspire" Sugar Maple 1.5" 22 30 177 3894 0 Medium Shade Tree Carpinus betulus European Hornbeam 1.5" 20 21 177 3540 Medium Shade Tree Cercidiphyllum japonicum Katsuratree 1.5" 22 28 222 4884 Medium Shade Tree Sassafras albidum Common Sassafras 1.5" 22 24 198 4356 Low Maintenance Southeast Native Grass 0.2 ac: 0 0 Ground Cover Seed Mix @ 150 Ib/ac 30 Ibs TOTAL TOTAL: 86 SF: 16674 1 1 50 too 153 Scale: 1 GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: FILE NO. 18.025 LANDSCAPING PLAN C14 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PPE, I I I I I I SLOPE To DRMN TO INVERT OF OUTLET PPE ECTION A -A IF TREATMENT IN DROP INLETS END -SECTION 12" - 60'' PIPE -HUB ENV ON OUTLET END -SECTIONS SPIGOT END ON INLET END-SECTIDN X I - - E Iq. C( NC.RP-E IN rIF LLL JJ CGNC PSI. MININ(FIA PLAN I DIAMETER C a OF PIP. Ac. MIV��� SRCEMFFR A 1 PAY LINE �rTlnNl FNn VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C F 12" 4." 2'-0" 2'-0" sYO" 2,.. D" 151, 6.. 2' 3' T-9,. 11311 -9. 24.' 9/„ 3 -T 2..6., 6 1., q,.0„ 27-, i0. , 4,. C,. 7:. 1„ B -..� 4.. 6.. 30., 1-0" 4'-6• )'-7 V-I • 5'-," 33" T-1/." I 4'1 2'-31 ,. 7._, 51_6,1 SG" 1'-3", 5`-3" 2'-10 8'-1 . &'-0' 42" 1-9. 5-3,. 2'-11" 8'-2" 48., 2'-1' G -0" 2'-2" e'-2" 7'-0" 54., 2._3,. 5,_5,. B,_2 .' 7'-G., 60" 2'-11, 1 -1 1 3,_3., 81- " ALTERNATE END -SECTION 12" 60" PIPE ES HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET ENO -SECTION X r off X CONCRETE TO BE -- - E #000 PSI MINIMUM PLAN C B DIAMETER OF' PIPE gS'Op£ A r 'SST EEL FABRIC REINGRCEMENT + ---- - A PAY ?,NE END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A S C D 12' 4" 2' Q" 4--1" 6'-I" 15" 6" 2'-3' 3'-10 6,-I" 2" ,6 18" y,. 2'-3.. 3._�. 6..1,. 3..0" 2'-11" 3-2., 6 „ 3.-B„ 24" 10" 3' 7" 2.8., 27" 70,,, s. 47.7., 2 . e._5., 30., 1. ,D.. A• B.. 1.- 7. . 6'-1 d 57., 33., !"IV," 4'-h0".. 373,t" Q, _" �, 5_6;, 36 a - 42" .., 6., 5,-3.. 2. 11,. B,-2., 6,_6•, 4B" 2' 0" B'-v^"'. 2'-2" 8'-?., T-0" 54" 2'-3" T-S-' 2--11" B'-4" 7'-5° BO" T-6" 5'-O" 3' 3" 8'-3' 6'-0" PAY LINE. w a NOTE5� PIP NT 'N P. E I.E G HS -SEC ON MANS SARE HOWN BASED ON ENO -SECTION DESIGN SHOWN r ON THE T Er, IF THE CONTRACTOR ELECTS TUSE ALTERNATE DESIGN SHOWN CN THE RIGHT..I- LENGTHS WILL BE REDUCED BY SECIION 13-9 _ 9.VERi _ THE GIFFERENC[ IN G%AEN90N "G". PLAN METHOD OF TREATMENT IN MANHOLES SLOPE DETAIL =r STANDARD METHOD OF SHAPING sREFER NCE SPECIFICATION `V REFERENCE REFERENCE ROAD AND BRIDGE STANDARDS FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS SHEET 1 OF 1 I REVISION DATE MANHOLE &INLET INVERTS 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7N, 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 1C2, GENERAL NOTES: 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOLES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAVEL• OTHERTYPESTYPESOF MATEERIATALL WITH THERTRUNCATED PEDESTRIAN DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. PERPENDICULAR 4, IF RAMP FLOOR S PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ,MJ 5. REQBOTH SIDES OF D BARS TFJ RAAPTO EFLOOR.HAD-DEPTH PLACED OFI RAMP FLOOR.CENTER MNIMUMMONG 1 CONCRETE COVER %". 72=1 MAX. S. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE NCLU)ED N PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRbSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTNUDUS -� UNOBSTRUCTED ACCESSIBLE TEL�EDEST ABLE FIRM A FA�CLITYPTHAT�SCTiVµN ATH APPROACHED,ENTALL ERED D 1� MID USED BY PEDESTRIANS. 5i ** S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MN AT * 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LAIRS OF THE CROSSWALK AND T EDGE OF PAVEMENT PERPENDICULAR TO THE CURB.B, CONNECTION OF THE CURB OPENINGS '\ AT VK ,SA1E AS Top OF CURB 9. �CQNCRETE SD ALK IS 4" K. /HEN. THE KI(TRANCE Rbl CANNOT TYPE C AC DNVE THE TU C REQUI T F ANT A ED HEAVY TRUCK REFER TO ST CARD CG-13 C ERCIAL E TR E fHEAVY PARALLEL PERPENDICULAR 0 A�c PAR E & PERPENDI AR TRUCK TRAFFIC) FOR CONCRETE DEPTH_ 10, WHEN CURB RAPS ARE USED IN CONJUNCTON WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.8" - 2.4" TRUNCATED DOLE C-C 0 0 O O O O O O O O O O O 0000000000000 w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O'� V' ' V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 50Y. - 65Y OF BASE DIAMETER O 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 0.9" - 1.4• VAf9ABLE BASE DIAMETER 4' MINIMUM. TRUNCATED DOME PAY LIMITS DETAIL DETECTABLE WARNING OF 4 DETAIL CG-12 DETECTABLE WARNING SURFACE MUM 16 GENERAL NOTES 02 VIRGINIA DEPARTMENT OF TRANSPORTATION +5 DOWELS, 8" LONG A ERMISSIBLE � AT 12" C-C CONSTRUCTION 5' MIN. JOINT 1211 MAX I Z 12:1 MAX In B 2' "� B RAIAP (SEE TABLE) TRUNCATED DOMES A SEE SHEET IOF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 : 20 :1II II 48 F 2'MIN.+ SECTION A -A II II ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. �= a 3 IN lA W 4 U = n n CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TYPE B PARALLEL APPLICATION 1 MAY•, 5' MN 1� �•r 17 ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 411 CURB 6" CURB A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR 05$WJI PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 NOTE: THE REGUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. SPECMATON CG-12 DETECTABLE WARNING SURFACE 502 TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION PERMISSIBLE A CONSTRUCTION #5 DOWELS, 8" LONG JOINT- %01r'r-r. 101 TRUNCATED DOMES SEE SHEET 10F 4 FOR DETALS A TYPICAL DESIGN 4,_0„ BACK OF CURB 12`1 MAX. 48:1 MAX. 20:1--., SECTION A-A� 2' MI r 4' MAN N j ERMISSIBLE CONSTRUCTION JOINT SECTION B-8 4 1 10: M0:1 MAX) 1 AX NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1 OF 4. A 4' SQUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHALL Y BE PROVIDED WITHIN THE D �3 CROSSWALK AREA N Y fA O �K N CROSSWALK �K 0 Cn TYPICAL PLACEMENT OSSWAL1 AT INTERSECTION DIAGONAL VARIATION TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE)REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION,6 FEET FOR ALTERATIONS. SHEET 2 OF 4 SKCMArM CG-12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION 1 2 NEW TADS VIRGINIA DEPARTMENT OF TRANSPORTATION ant nts A I PERMISSIBLE CONST. 5' MIN. JOINT L I A TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2+_O„ 5,_O„ BACK OF CUR 12 :1 48: 20 :1 4g: SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 10 6 1 7 14 7 ,3 15 8 15 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. a Y 3 N O II II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. 1nM � 5 XX 2'N ' AT * , 2" HIGHER THAN EDGE OF PAVEMENT AT)K)K,SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION DI-3A, 38, 3C EXPANSION KEYED FOR DETALS OF INLET JOINT CONST. BARS 3'-10" SPECRCA7DN REPUBM 502 EXPANSION JOINT FRAME & COVER Y BACK OF SIDEWALK JOINT GUTTER SEE STANDARD IC-2. I� BAR G WARM A -STREET APPROACH SAME SURFACING GENERAL BARS G q q 2•' w �� GUTTEf SHOWN ON PLAINS] I AS MAINLINE ROAL)WAY (RADIUS NOTE BE ,d.5 T_ WHEN USED NOTES BARS C a N BAR C m �• 7 SUBBASE TO BE AS,CViC, z - ED IN CONJUNCTION WITH STANDARD CO-3 m - 2" 6F-h6}=1 BARS B 0 r - 2- HARDWARE 21)" - - - OR CG-7. THE CURB FACE ON TF&S STA(Ni)ARD S TO AIRS f I a, O a - - - - - - - - - - - - SHOWN ON PLANS) BE AD,XISTED TO MATCH THE MOUNTABLE CURB - �1 I � � z + BARS F CLOTH HOLE R CG-$ CONFIGURATION o0 1 // - O wI WEEP f ) I---- 1 fo a b w o SEE NOTE 2, SEE STANDARD GG-12 FOR CURB RAMP DESIGN TO BE = e w SIDEWALK USED WITH THIS STANDARD. - - - - - 91D5 WALK I cO •. - NOTE 5] ¢ m o 11 II BAR F BAR A STEPS.'SE ' OPTIONAL UNPAVED SPACE 3. MANLINE PAVEMENT SHALL BD CDNSTRUCTOO TO THE NOTE 5 FLOW LINE 1I II BARS D FACE OF CURB 81 .,, .,,, I"•• - - - I _ RI'W LINE (EXCEPT ANY SUBGRADE STASLIZATION CUTTER F.--L8 REQUIRED FOR MANLINE PAVEMENT WHICH CAN BE CR CK CONTROL JOINT CRACK CONTROL JOINT JOINT N I I EXPANSION OMITTED IN THE ENTRANCE,) tL JOINT 6;MIN. 2 D PLAN 3 D SECTION A -A 4. RADIAL CURB OR COMBINATION CURB AND CUTTER ' MIN NOTE: WIDTH "B" 2'-0" OR AS c� MAINLINE ROADWAY 5HALL NOT BE OONSTRUCTED BEYOND THE AI LINE 1 MAX. 10' MAX. EXCEPT FOR REPLACEMENT PURPOSES. �-A KEYED CONST. JOINT $110" ON TYPICAL SECTION A,� L-VARIABLE - MAX. 20' 2 _10" r 2 GLITTER PLAN VIEW ENTRANCE NOTES I? p'�6„ N 2'_6 �B B' 3 G zQ 2" BARS A APPROACH GUTTER 5, TURW THE ENTRANCE RADII CANNOT AED HE HEAVY T THE - TURNING REQUIREMENTS OF ANTICIPATED HEAVY 'RUCK MARLINE ROADWAf SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS I - - - - - - - - - - - - - - - - - - - - - - iv 10'PARABOLIC CURVE (EN7RANCE ONLY] WITHIN THE LRAT5 OF THE RADBSHOULD BE 1 - - INCREASED TO 7". (SEE CG-13) EDGE. OF PAVEMENT OR 8 % MAX. D - OPTIONAL FLOW LINE - SLORrE ChtANCiE ® - - -� 6. PLANS ARE 70 INDICATE WHEN =NSTRUCTION DE' A FLOW I BARS F BARS E LAB ° - D (SEE LINE IS REOUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS 1 *3" DIAMETER BARS E MAINLINE ROADWAY - - - -- - �- - - z - NOTE 7) THE ENTRANCE, I WEEP HOLE BARS B FRONT ELEVATION BARS F 6 1'-8 6" 8X MAX. - z D 7, THE DESIRABLE ANO MAXIMUM ENTRANCE GRADE CHANGES - - - - - - (GUTTER REMOVED) SLOPE CHANGE 'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE 1'/a' ~ D TABLE. THESE VALUES ARE NOT APPLICABLE '(0 STREET CONNECTION'S, L.- 5XI/4" BENT PLATE SECTION B-B 5' KIN. 20' MINIMUM FOR _ 8.. 8.. _ `A -�� COMMERCIAL ENTRANCE INTERSECTION NOTES - ''' B. WHEN CC-11 IS USED FOR STREET CONNECTONS, THE - R I I CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS L2/2'XIZED /4" CONSTRUCT GRADE CHANGES W)TW A PARP$OLIG CURVE. AASRTO POLICY AND THE APPLICABLE RECUOWMEN15 - ' GALVANIZED OF THE VDQT ROAD DESIGN MANUAL. INCLUDING STOPPING TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. � TYPE A TYPE B I/Z" X 4" STUD SHEAR CONNECTOR WELDED SECTION A A SIGHT DISTANCE AND K VALUE REQUIREMENTS. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68*30' TO ANGLE IRON AT TC-C. CONNECTORS AND IS TO BE ANCHORED WITH/y" X 4" STUD SHEAR 9. OPTIONAL f GUtNE HJAY PROVIDE WMpMVE OF A WELDED TO BENT PLATE AT 2' C-C. NOSE DETAILS 4' ACROSS OF CUTTER TO PROVIDE POSITIVE DRAINAGE 2" ACROSS THE INTERSECTION- ° •- APPR. PAVEMENT - B DI-3A L DI-38 L DI-3C L WARPED PAVEMENT ALLOWABLE ENTRANCE GRADE CHANGES I --I ` - CLASS A3 (H.ES.1 y - - CONCRETE SECTION C-C ENTRANCE VOLUME GRADE CHANGE "O° D 5:RABLE MAXIMUM HIGH 1 MORE THAN 15001 VPD 0 % I 3 % MEDIUM 1 500 1500 'VPO 53 x 6 X. LOW LESS r•1AN 500 VPD _-6% 6x ---------- --d s - _ I � FLOW FLOW FLOW , •_o 1,-D„ JLl 1 J DETAIL WHEN USED FOR USE ON GRACES ADJACENT TO CURB !�I A BARS a 8" C-C TYP. STRUCTURE SIZE AND WALL THICKNESS VARIES :5 BARS C C TYP. T T PLAN CLASS Al CONCRETE SECTION A -A SECTION B-B 1. THE STANDARD SAFETY SLAB (SL-1)IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ION (TIT ON BO)IES A)1NAGE � SUMMARY JUNCTFLEETS WRNOHETHEIGHT'S GREATER HANRI 1121 FfiET RTIf SP�II OF TO ADJACENT SAFETY SLABS SHALL BE 8' 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST INPLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 15 BARS G V' C-C TYP. 4. SAFETY SLAB MAY BE CASTAN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSD. REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TYPICAL PRECAST UNIT OOBRIDGE TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION ROAD AND STANDARDS MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 REVISION DATE 302 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION I.Jz4). .ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12"* EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE --------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 1I/Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) ■ MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. .ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR A5PHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3, AMINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1'/, INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE- 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(al OF THE SPECIFICATIONS. BR ROAR AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 �" ASPHALT PAVEMENT WIDENING G SPECIFICATIONREFERENCE FOR WIDENING SUBJECT TO TRAFFIC 315 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-7 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER 5HALL BE CONSTRUCTED PARALLEL TO THE SI OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. S. WHEN THIS STANDARD IS TO BE TED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED,THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 2" R 2" �•• � 1" R • D D D - - - - - - - - - _ THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF THIS AREA MAY BE CCAT 7" SUBBASE COURSES PROVIDED A 21-p" MIN. DEPTH OF 7" IS MAINTAINED THE OPTION OF THE CONTRACTOR TOR 8" VDOT 21A Compacted Stone Under Curb COMBINATION 4" CURB & GUTTER "`r105ry" ,EV. 9/O6B/O6 VIRGINIA DEPARTMENT OF TRANSCORTATION 502 201.04 1 N[11E= AL.I.OWAfiLL FNTRAvL`€ CRA:)E "WILL IS NOT FOR USE IN SAGS WITHOUT GUTTER APPLICABLE TO STREET CGVNECTIGtiS BOTH SIDES TO BE SYMMETRICAL SPEC;F'•.CAIION VAT XVDOT SPECIFICATION SPECIFIC) REFERENCE METHOD OF TREATMENT STANDARD CURB DROP INLET REFERENCE REFEREI ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS 12" - 30" PIPE; MAXIMUM DEPTH (H) - 8' 233 105 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION GATE SHEET 1 OF I SHEET 1 OF 2 REVISION DATE 502 562 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA pEPARTMEN.i OF TRANSPORTATION 203 04 104.09 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4• FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SLOP SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A R OF THE VDOT ROAD DESIGN MANUAL. ,D I 6" 7„ n s•o s•a e•e s•o � > _ _ _ - - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. 8" VDOT 21A Compacted Stone Under Curb COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION _Mbem,a ale 'CD un tv _ALs-auilc Road Plain Folicv As -built dra =- s shall be prepared for all public and private roadway construction. prDiects within AlblenTarle County- The follox�l ng is al list of the minimum information required On the dra-IJ 21d do l informaltion. maybe requested- Tlie Caunty oniv mfleu 7Lvate road as -built pla _ The county does not r0%, ew or approve public road as-builts. For questions regarding public roads, plea consult %lith VDOT. 1. A signed and dated prof`eessional seal of the preparing eagi.n'eer or sun-ni-or. '. The name and addressDf the fu-m and individual prepanng the draw5 on the title sheet- 3. 3. -s-bL0t`- anist be labeled on the Idrai in �OJJ h the date of preparation or revisim 4- The constrwted location of aU its associated mth the road Construction must be shn%IiJOU Ik flaw include, but are not lmuted to the follov7ng- a. Hoi zontaii Ali e'ut -Show and label measurement points- and an interpreted line between measurements_ Show the guilt centerline over the design centerline. Distinguish between the cosign elevatim and as built by labels and line _ 1 1e urt�nents shall be at each station 3s a iT7171iT1nm and at ftegLwnr enough intm-Nis to accumtely portray the as -built centerline- and the positiaa ofthe roadway thin the right -of -Tay of easement- Any portions outside tbe rigbt-of-ivav or msement must be correcred byplat or construction_ b. -er°t cal li�nm ut - "howand label measurement points-, and. an mte ted linebetween measuf emenfs. Show the as -built centerline over the design centerline. Distinguish beh em. them by labels and line ' rite the constrIacted vertical elevations adjacent to tie desim elevations. Distinguish bmeeen the elevatL s by striking a single lice through the design elevatic a. Nfeasurements shall be at each station as a 17aisr mini] and frequent enough intervals to acciumlelyportray the as-brult centerline. ;For ahgmimts which €le 'iLite significantly Com the dII pi-o i de and sight - distances. Corrections may be required for alterations from the design alipment. b- Edge of Pavement - Display the constmeted edges of pavement and'aLTidth nieastilma'ents at every station- or more frequently if necessary to accurately portray the a s-built edges. ShII the as -built edges over tk design edges. Show and label constructed sedge of pavement racy f+ar all m ersections and cul- de-sacs. Edges for sidewallz' as well as ramps and cLib cuts mus.3 be included. c. C'uh-et-ts, Pipes .and Dn-dnaalp Sti-uctuees - Display the installed t�ye of drainage struacture- ewpipe size_ material- "ets or end treatment(s)_ iWet and outlet protection- aligmuent and in'4Tert elle�'�atic compared to €le�ig� Tar slopes flattef tlaandes grL cFr inverts sh to er than (design_ pro'61ide cOntputatiCUS VCri irrg design standards- d. Djich Lines - Display the. c�nstructed location of all ditch litres- including* typical section_ direction of flow- and linings. e_ Drainage Easements - Show aL1 platted easements with dead book references iabeled_ Draimige must be within platted ror drainage easemI Provide copies of recorded doeum s_ e. uar''d3"ad - Display'- the c0'nAm ted location of guardrail- iucluding the guardrail t:+ - length and applied end treatments_ co aced to dJ f. Right cif way and alssocLat(ed easements - Label deed bock and page mmmbers for all dedicated right- of=k� sight easements. slope easements. etc-.. and pr01.1 copies oil recorded d��am�t5. g. Pa - Label the as -built pavement and base on the design t�picaS sections_ Strife through any design ell tints which were not applied I petition replants are relquifed far fffl convactioa- CBR. s.:and pavement applicatims- h. Street Trees - if street trees afe on tide design phis prI design and as-buill locations and species. i_ Signs - Show all in taLled sife��77'�� and pavement t markings.e Include any ��'}}edest<als or other features. signs Ys t' AS -BUILT REQUIREMENTS Not To Scale Aa 4" - 3,000 PSI CONCRETE a a4 A 411 - VDOT #21A BASESTONE 0 0 0 O 0 O 0 O 0 O 0 O II I II I II I II I II I II I II I I� - COMPACTED SUBGRADE TYPICAL SIDEWALK SECTION Not To Scale C� - - EXISTING OR PROPOSED EXPANSION JOINT SIDEWALK OR SIDEWALK SPACE a {� 2 O U L z, a EXPANSION JOINT E E w C Z Y N U CURB INCLUDED IN u U 'P 7. ENTRANCE GUTTER s as w as �N O w VI 4 ,a FLOW LINE oW x EXPANSION JOINT ENTRANCE WIDTH DESIRABLE MINIMUM 12' o � ABSOLUTE MINIMUM 12' 3 EDGE OF PAVEMENT HALF PLAN C -EK CG-9B WIDTH OF ENTRANCE LIMITS OF RED. X(� LIMITS OF PED. o ACCESS ROUTE ® ACCESS ROUTE UNPAVED SPACE NON -TRAVERSABLE = UNPAVED SPACE PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT-OF-WAY IS RE IRE. IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING OR PROPOSED VDOT RI HT -OF WAY. L 2'-0" ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ' UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT oo o: ono o`: PA7 H CONNECTING ALL ACCESSIBLE ELEMENTS OF A • "• - •oBY FACILITY THAT CAN BE APPROACHED, ENTERED AND RE ES RIANS. IFCW ROUTE SBAD6ACENT SECTION F-F TOE BACK OFDCURB,MNIMUM DTH SHOULOCESS 3k IF PEDESTRIAN ACCESS ROUTES ARE BEING PROVIDED, A MINIMUM 4' RS LE WIDTH IS REQUIRED WITH A MAX. 21. 2% CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD , p• • �, CG-3 OR CG-7, THE CURB FACE ON THIS ,'p STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 040000 PARABOLIC SECTION E-E N� SIDEWALK CURVE SPACE ® - ® X NORMAL GUTTER ® - - - - - 1133 I ,p• •�. •o. •o. X X X - - �.� . p, • e. ' b- ' N' - o RI(OX TO 10% CHANCE P� �04o `:b4 o4S o4Y� CLASS A3 (H.E.S.) CONC. °• o•6'•AGGR. BASE TYPE I SIZE 218 • e, • �• ,'p I ® POINT OF GRADE CHANGE •e. • c. • c. 12% MAX. SLOPE 5'-0" FOR CURB AND GUTTER ONLY XF FOR SIDEWALK CURB PAD GUTTER X X 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY SECTION D-D SECTION C-C X X X 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERVAL AND B % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SPECIFICATION XVDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS V.9/06 (FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK) REVISION DATE SHEET 1 OF 1 201.03 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 01/13 203.02 HIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM U JUS IN , SI�Ll4�Il' > Li . . 4 l8r 0 �01VAT- 4 ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: FILE NO. VDOT DETAILS 18.025 C1� COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID q NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-l" METERS) NTS FIG. W-7 TD-13 INITIAL BACKFILL BEDDING B STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTA SOIL INITIAL BACKFILL 4JMI bt M#68 STONE LAIRFILL AS :.. 2OVED BY ACSA Z STABLEf SOIL OR ROC 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 -L- E -L L'E iT E _- .1 T .':ITH E E -1' TE L E I E-.' TE 'E- FINISHED GRADE L E TE, -,I E- L .=T1 - I E - E.T T. HI .H ._, E _,T,.E.T =L _ _ I ml � Ir,l � I,. -,I I I,; FINI-:HE_� E - NOTE: HYDRANT MUST BE RELEASE VALVE EQUIPPED WITH CHARLOTTES- AIRMLLE THREADS WHICH IS _- 1 THE LOCAL STANDARD. BRASS OR BRONZE PIPE VALVE BRONZE GATE 6' MIN LENGTH OF BRANCH VARIES -�' 2' TO 10' I { AD JUSTARLE TRAFFIC I, TElI (270') I +nE r VALVE DOx WI LIE 18"-22" 21 u DRAIN TO GRADE 7 CU. FT. ALVE BOX 5 IF POSSIBLE I I, #68 STONE z e I ,. <yI 42"MIN . o� VALVETE v. BRICK SUPPORTS OR 8" x 6" SOLID CEMENT BLOCKS CRUSHED STONE ', TEE 2500 P.S.I. CONCRETE M J. GATE VALVE BASE AND THRUST TYPE „K„ SOFT BLOCK AGAINST COPPER UNDISTURBED STABLE } SOIL. STEEL PILE \1 CORPORATION STOP RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION f TO POURING CONCRETE, A STEEL PILE SHALL y *ATE f LINE BE USED AS ADDITIONAL SUPPORT. 1 I'd i la k NOTES: NOTE 2500 P.S.I. 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC CONCRETE $ $ 2'A 2' BEARING APNEA. AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. THRU5T BLOCK - d SHALL BE USED. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. VALVE BOX. ° A. _ 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN IT IS NOT ALLOWED IN THE DITCH. 4I ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP THE MANHOLE CONE. 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. N,:'TE . I'1 REMOTE AREAS. VALVE e0XES SHALL EXTEND SIX (6) INCHES APJ':E URAIjE TYPICAL LATE VALVE NTS Fl G. w- L, UNDISTURBED EARTH 2 - 3/4" DIA ALL -THREAD RODS.._.__ ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED SOIL (TYP) a�Iz WATER MAIN SECTION SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 AIR RELEASE VALVE (ARV) NTS FIG. W-9 \i �� \� p WIDENFOR ALL BENDS FOR TEE OR WY`2 • 3&1� ACCOMMODATE \\REQUIRED. o in REQUIRED min M di� ` BEDDING SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8„ 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 22 1/2 3.33 2.33 3.58 2.58 2.95 2.86 0.43 0.24 3.83 4.00 2.83 0.52 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 -.- COMPRESSON a 3/4' MALE PIPE GOUPUNG OR APPROVED EDUAL 1. TYPE SCF. r CClFFER I� h4TE NG SWEATED F1TTMGS DUAL SERVICE TYPE 1 f SCFf COPPER I, SINGLE ' EWICE r.;;TE 1; �A;ntLE= SHALL E'U= LI%D ON PI& H- E FOR LSE GN ATTACHE SINGLE FAMILY RE'SIUNTIAL ilk IIUAL kVIGENTIAL Awl IRRI- ATIGN FF_',10E5 I� V �L t' .".OMPRESy ON , I/4' MALE -LPE CDJPLING DR APFRDVEE EQUAL FU, LSE ON UETA!HEC, YNc,1E FSMILti FE',NGENTIAL -:EKVICE IMENE AN IF11.4T111V METER IS M3T RgGACEC. SHIM ENGINEERIN 32 LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Top RiE.",ESSART &AU OR 611Sr ,UNOER f 4" DIA4'E-ER FAIN IPE, !*' BOX AND SETIEPI f1-IIi -H 6NNA1L+J TMIINE551 `� . , o- F LONG STONE ; ]tKET. 4 3T - • _ i ,4T" SPEG. 20& N:1 , AC:a.EGATE TYPICAL SERVICE LATERAL i - .._n _ . „ INSTALLATION - ----_ _1 s IN slif i'LF r�> Li .41183 o �'�' 01 * ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: FILE NO. ACSA DETAILS 18.025 C161. 505 500 495 490 485 480 475 470 465 460 455 z z 10+50 11+00 11+50 12+00 10-+00 PROFILE: IA-4A Scale: Vert. 1"=10' Horiz, 1"=30' j 2A 3A 4A EX. GRADE � EW GRADE z rn _ d- o 0 00 0 Q 00 6% SDR, 26 @ 8 131.22 LF 8 0 z_ 1A +0 O V) � I 0 '/ cn � = r0 LLJ 0o z = w (5 00` roLn co d- o> • — - o Q i- -7 3% o� 6 00 �O.13 �F 8 SDR 2 @ �z a o >z z co — INVERT TO ter- - z BE VERIFIED — - — 0 pR-26 @ 3.50% O Ln o >z > z - o Ln > 12+50 505 500 495 490 485 480 475 470 465 460 13+04055 480 0 _00 475 = o �Q 470 0 465 00 152.74 LF 8 0'6R 460 "� -iINVLNI TO RF VERIFIED �z D- 0 455 > z 10+50 10+00 0 1B � 1C 1D O O _ n� +�d � _ d _� ��� i+ w � _-� QCo Qg 1 Li Co � EW GRADE z v Q� X. GRADE w ..ADD 3.3' OF -- - - _ - - - - - -- PRECAST RISERS 0 - - - - - - - - - - - - -- - lil= 7.40 8"SDR-2�@ 6. ° o 0 1 ? LF 8„ SQR-2b G<y o I oN (.0'��V(D T -B E-VERIFIED � C NVERT TO BEVERIFIED. D Z o �z O>_ D- O> ZZ- > z - - 11 +00 11 +5i� 12+00 12+50 13+00 13+50 14+00 14+50 SAN. PROFILE: IA -ID Scale: Vert. 1"=10' Horiz. 1"=30' 480 .p 470 465 FO KI�� 15+04055 530 530 525 - 525 0 _I W 520 N 520 m I + r Q : Ln Ln o ''' r o 515 - z cn � 515 z cn w 510 - 510 z - z z 0 - U 505 - 505 J FL 2C - , 0 00 a 500 _ 0 500 - O 0 00 = _ _ Ln Ln - - - z 495 a i °N' © 6 �4% O> 495 o � n 00 - - NEW GRADE 308 42 F g„ SOR_26 > z d- - - L z 490 w :5 490 z z n� w CD Z +N - - - 485 +C— _ 5% COMPAC 485 -_ FILL O ENGINEERING HIM O O N O - X. GRADE 480 LAND PLANNING - PROJECT MANAGEMENT p 0 W Q 480 EW 00 �EKGRADE z <n � i - - Q— — _ _ — — — D z c~i> _--- - _--- -- — --- — - 293.82 LF 8' 475 S R-26 @ 2.59 °�° ~ z 475 912 E. HIGH ST, 434,227.5140 --- O > CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM - 0470 -- - 470 227.96 LF 8" SDR-26 @ 0.53% 00 0 - 00 - 465 06 - 465 CID NVERT TO 460 0 > 10+50 11+00 11+50 12+00 > - 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 460 z z z 10+00 3 SAN. PROFILE: IC-4C s IN SHDAP >i C17 Scale: Vert. 1"=10' Horiz. 1"=30' 530 530NA�L On IN _ I +N 00 525 525 w�- a, z cn ry 520 � � � NEW GRADE 520 2F I + _ 505 505 ROAD PLAN FOR X. GRADE 515 n - - - -- -- -- - 515 2C 2D 2E z -- --- -- -i �- - = M GALAXI E FARM 500 500 510 510 = - - SUBDIVISION O co - - z v> � 26 @ 2.94% 0 495 o C° LF 8" SDR- Ln co 0 495 505 204.39 I N 505 o I + - 490 z Q - 0 490 ALBEMARLE COUNTY, VIRGINIA 00 > O Ln 500 0 0 :71- 500 LLJ o 00z cn 0 0 485 z OH 0 C° oo EW GRADE @ 90% 485 SUBMISSION: �z ��°�'S0R_26 2020.05.13 495 =o 495 Q Q d - - 0 155.68 �F > _ REVISION: z z 480 w� z� 0 z 480 EX. GRADE 490 490 - -- 00 26 @ .8% 0000 485 485 475 i rl 153.80 LF 8" DR- 46z 475 D- 470 vI z 470 z I 480 480 - '(D 465 °° `° 465 475 475 �-> u> FILE NO. 460 z- 10+50 z 11+00 11+50 12+00 12+50 13+00 13+50 14+04�0 18.025 470 470 +00 5 SAN. PROFILE: 2C-2F 465 465 C17 Scale: Vert. 1"=10' Horiz. 1"=30' SANITARY SEWER PROFILES 460 18+50 19+00 19+50 20+00 20+50 21 +0480 4 SAN. PROFILE: 4C-5C �17 Scale: Vert. 1 "=10' Horiz. 1 "=30' C17 480 Al A2 475 470 465 460 455 450 480 475 470 465 460 455 10+00 10+50 11 +04d50 1 STORM PROFILE: Al —A2 C18 Scale: Vert. 1"=10' Horiz. 1"=30' 530 525 520 515 510 505 500 495 490 485 480 475 470 465 460 455 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 (7� STORM PROFILE: E1—E7 J -i 0 �. Q r Q O J + w o zt _ +o oQ EW-GLRFADE acn zro 0_005 8 X. GRADE45.3371.3 co Hp.S j L00>z z 480 475 470 465 460 455 450 500 480 C1 C2 � C3 495 O 475 475 470 470 465 465 8.04 L HP-S 460 460 455 455 4' 0 450 TORM 22% 00 O 00— 00 O 6 O pj a I � — I = o o E w Q EW GRADEo o_ _ Qo wo 0�En 0� - @O ------------- o Q z F 15" i — O 1.95 LF 15" oo o _0 n r`HP-STORM @ 0.94% 6 c� o �� �- o Z + > - z - _ z &75 490 Q 470 485 465 480 460 475 455 470 4 0 465 0 10+00 10+5Q 2 STORM PROFILE: Bl —B2 3 STORM PROFILE: Cl —C3 460 C18 Scale: Vert. 1"=10' Horiz. 1"=30' C18 Scale: Vert. 1"=10' Horiz. 1"=30' 455 4 STORM PROFILE: D1—D5 C18 Scale: Vert. 1 "=10' Horiz. 1 "=30' 500 �95 190 185 180 175 �70 165 �60 1055 500 495 490 485 480 475 470 F1 m o r) - O ap -oo_� 3 � __G - - F2 F3 F n 0 o0 o � 0 "� o� _ - � + � LO rn — — — _ Ln - + N cn Q � � w Z Cl) - — EW GRAD-E__ ! o 4 ao f 3 w zv7 Q- / w � �g _cn-ry w a-< o 114.73 LF 24" HP=STORM @ 1.13% 0 - - @ 0.6- o 39.07 LF 15" o0 o HP -STORM 00 ar 149.64 LF 15" HP -STORM O , ' --- - 0 n o -o o ar O - 0 n/ o> 10+50 11+00 zz 11+50 z- 12+00 12+50 >z - - z_ 5 STORM PROFILE: FI —F2 C18 Scale: Vert. 1"=10' Horiz. 1"=30' 1 - E3 E5 E6 E7 I w V m li "O E2 I — I m I (D I � 00 �Q w�- Ln +Cxj 0) cn Q m — - - 0 z i cn Q w - — _ � m 0 - m 0 + NEW GRADE X. GRADE - (n Q U — - _.. mio CO 2r m� N amp i — — OT N O U� I_N D.N� 00 ^— I ONE � oco d- _. �. - -_ ---- - - - -, 000 � N � - - OMB - -4 :i -Q � - — — — — — + LJ CD a _ EW GRAB Z ¢ z _ _ c z c~n -- z — --- - - 0 59 9� LF36" ao STORM--o 1. - - r �n _ _ 256.02 LF J „P 0» - �� — — � - — 1 z_ - _ X. GRADE — — — LFO 36" HP -STORM @ 1.34% _ — — — — - 0 ILL �7-82-LF 36" HP-S o - ORM @01.20% 0 28.87 L 0 36„ HP -STORM 9 L 047 - -- a w - 6.05 LF 36" HP -STORM @ 1.84% - --- 149,78 o _?_ �z o> >z Dz o> >? o> >z z <a - - - `° - Dz o, _ z - - z- 530 525 520 515 510 505 500 495 490 485 480 475 470 465 460 455 Scale: Vert. 1"=10' Horiz. 1"=30' E9 E7$ a 0�00 r-0 O +L O X. GRADE L �- _ _ _- EW-GRADE W N cwn �- Ln rn — n _ - --N i I - 00 Lu z cn c� - @- I'� -- �S COMPACTED - - - � m (D 00+�- � � _ - - 125092 LF 1-- o 0 L� Ln 00 LnLn o z N 3: W— z / � cn/ / 0 I Ln 61 _ Np,STORM @ 3 2 �F 18 z z - - CD j0 00 moo z--� 0 - a 18+00 18+50 19+00 19+50 20+00 20+50 21 +00 7 STORM PROFILE: E7—E9 C18 Scale: Vert. 1"=10' Horiz. 1"=30' 21 +50 22+00 530 525 520 515 510 505 500 495 490 485 480 475 470 465 460 22+54055 490 485 480 475 470 465 530 525 520 515 510 J W 505 m Lu w 0 500 O U) w z 495 z O U w 490 LL Q' a 485 480 475 470 465 460 15+50 16+00 16+50 17+00 17+50 18+00 455 E7 E7A 5LON 5rise E6 ESZ 495 490 485 480 475 470 mwo N -� 0 Q N omo� m � U-) _ o w o Z c0 cn - Z C0 (n_clf 160 ADS MC- A5 CH -G+1 AM$ER� IN V=477-00 o 16 Noo 16.12 LF 36" Lfi U-icor_� r- HP -STORM @ 4.96% 495 490 485 480 475 10+540 0 505 500 495 490 485 480 475 m r')wo O m N cn E7 7C a) -ate Q o ri N= 0 0 O 0 0 J � 't Q w � LLJ o'__ z cD U)� z vrm , EW GRADE z . N NO _ + 10— �N 0 _ 0i 00 w 2 Q z m 27.52 LF 36" � HP -STORE _ @ 2.00% 86.98 LF 36" HP -STOW @ . 3 00 mcco Q, o 00 0_ ON rn m� o> > ��z Dz ZO-- > >z Z Z Z 10+00 ww �*5 z s STORM PROFILE: E6—E6A g STORM PROFILE: E6—E6Z C18 Scale: Vert. 1"=10' Horiz. 1"=30' C18 Scale: Vert. 1"=10' Horiz. 1"=30' 480 475 470 485 525 EB E$A 525 m M O o m M N O 520 O + I I c i + 520 O N N O N Ln\ 515 ¢ �5 515 z cn ft� cn 510 510 0 505 150 505 O in r-r� HP -STORM 00o @ 1.07% o �Ln� 500 zz 10+580 55 D-- o >> o >zZ > Z z 11 STORM PROFILE: E8—E8A C18 Scale: Vert. 1"=10' Horiz. 1"=30' �zzz O > > > > Z Z Z Z Q 505 500 495 490 485 M 485 480 z 10+50 11+00 11+540 5 1O STORM PROFILE: E7—E7C C18 Scale: Vert. 1 "=10' Horiz. 1 "=30' o w� 480 O O (� N + 480 w + 00 J m O w EW GRADE o 475 a Q ~ 475 O U) 470 470 0- 2) 45.00 LF o- 465 Iq 48' HP -STORM 465 @ 2.22% Iq 460 z 460 O > z z_ 455 10+00 10+54055 12 STORM PROFILE: GI—G2 C18 Scale: Vert. 1"=10' Horiz. 1"=30' 500 495 490 485 480 475 13+00 z 13+540 0 SHIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ROAD PLAN FOR GALAXI E FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: FILE NO. 18.025 STORM SEWER PROFILES C18I 478 p �- p9 _ ° o ' o O \ - 482 ---- - - --480—- - - _ — — 470— --- �� 0 _ - 47B- '476 f �480- /80,CST o _ / - --- 60- - ° \ � / 468 - \ o --464------- COW B ANC H� i STRe,4M .■� . GL CP 64 70 \ \ Ily > cH �' 1-46 `1 46 - --- o 72� ° - /� \ / I O"0 IrCb \� \ _ _ -- — — \\ O - , `- - -02 PAI NAG S�� �� '8.285' -5 / \ --_- —480 1 - k4 - - 1 SIG]HT DISTANCE PLAN C19 Scale: 1"=50' 490 485 480 475 470 465 460 N O 4 � 3.5' HEIGHT OF OBJECT I I I i OF EYE I I I �I I 00 CO I, r- I- —TOPO PROFILE FROMGIS —: DATA TO BE VERIFIED 00 - - 00 7 O r Co � r- �t d- CO 7 co � �t — N r Ca Ln r7 r- r- �t �t 448' SURVEYED O ►M I,,: n N N r- r� �t 1* II - - TOPO LENGTH -- - L Or� n 0) d' d- ` P7 O� I� `1� n O O CO O P7 I, CV co CV r- CV r r- I" (D r� CO r� CO I" CO d- 11 't 11 TOPO PROFILE FROM GIS DATA TO BE VERIFIED O OI O _ O Co 00 CO (D �1- d I 3.5' HEIGHT — Imo: — r fl0' Oi.. m 00 a0.. I" h r � d- O O O O Co Co CO (D 1- O M O. , 00 CO CO d -t O C> (D -t M (D 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 2 SIGLIT DISTANCE PROFILE �19Scale: Vert. 1"=10' Horiz. 1"=50' HIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST, 434,227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM rus i sH Li .4 183 eo 'YSA IVA 490 ROAD PLAN FOR 485 GALAXI E FARM 480 SUBDIVISION 475 ALBEMARLE COUNTY, VIRGINIA 470 SUBMISSION: 2020.05.13 465 REVISION: 460 22+54055 FILE NO. SIGHT DISTANCE 18.025 C L9 NVork Beyond the Shoulder Operation (Figure TTC- 1.1) MOT PLAN FOR GALAXIE FARM SUBDIVISION Project Narrative Phase 1 shall include all work that can be completed on the Galaxie Farm 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 Galaxie Farm site that requires shutting down the shoulder. This involves constructing the right taper and completing new entrance construction. Use MOT Standard TTC 6.2. Phase 3 shall include all work on the Galaxie Farm site that requires shutting down a lane of traffic. This involves pavement Mill & Overlay. Use MOT Standard TTC 23.2. MOT PLAN FOR GALAXIE FARM Implementation Procedures Site Notes: 1. Signs W20-1, W9-3R, W9-2L, W4-2R, and G21 shall be mounted on posts. 2. All striping shall be painted within 24 hours of laying new pavement. 3. During Phase 2, the contractor shall maintain 11' travel lanes in both directions. 4. If edge lines are removed, a temporary edge line shall be installed. TMP General Notes 1. It is not the intent of this plan to enumerate every detail which must be considered in the construction of each stage but only to show the general features necessary to provide for proper handling of traffic. The construction techniques ultimately used by the Contractor are to be reviewed by the Engineer. The Contractor shall submit traffic control plans not expressly outlined in the Virginia Work Area Protection Manual for approval at least 30 days prior to performing the work. No deviations from the plans will be allowed without prior approval from the Engineer. 2. The phases in this sequence of construction shall be followed unless the contractor submits an alternate sequence and secures the approval of the engineer for a sequence which will both expedite construction and lessen the effect of such construction upon the traveling public. Portions of roadways in the different phases may be constructed provided they do not interfere with existing traffic flow and/or do not cause any delay in project completion. 3. Under no circumstances will concurrent construction left and right of any lane be allowed unless otherwise directed by the Engineer or shown on these plans. 4. All work is to be performed in accordance with the 2009 MUTCD, the Virginia supplement to the MUTCD, the 2011 Virginia Work Area Protection Manual (latest revision), 2007 Road and Bridge Specifications, 2008 Virginia Road and Bridge Standards, and as directed by the Engineer. 5. At the end of each day no more than 2 inches grade difference between travel lanes will be allowed during construction of the proposed roadway. 6. The clear zone is to be free of stored materials and parked equipment. See the Maintenance of Traffic Typical Sections for the required clear zone, Also, horizontal and vertical sight distances shall not be impacted by parked construction equipment. 7. All areas excavated below pavement surfaces at the conclusion of each workday shall be backfilled with aggregate base material to form an approximate 6:1 wedge against the existing pavement surface for the safety and protection of vehicular traffic as outlined within Appendix A of the Va. WAPM 2011 (latest revision). All costs for furnishing, placing, maintaining, and removing the 6:1 wedge shall be included in the price bid for other items in the contract and no additional compensation will be allowed. 8. Existing pedestrian access shall be maintained during construction. If existing condition cannot be maintained a pedestrian diversion or detour shall be installed meeting ADA requirements. 9. The contractor shall provide temporary drainage as required to prevent ponding of the water on the roadway and adjacent properties. Any temporary drainage on the project is the contractor's responsibility. The cost to install temporary drainage structures is to be included in the price bid for other items in the contract and no other compensation will be allowed. 10. The contractor shall maintain a minimum of 2 lanes 11 ft. wide, with the exception of pavement overlay operations. All lane closures to be proceeded by variable message sign notification of closure. When one lane of traffic is maintained, said lane is to be 14 ft. wide, including gutterpon. 11. All travel lanes shall be asphalt throughout construction unless otherwise approved by the Engineer. 12. Only uniformed law enforcement officers are allowed to directed traffic through an operating signal (see section 46.2-834 of Highway Laws of Virginia). Flaggers do not have the authority and shall not direct traffic through a signalized intersection. 13. When proceeding from one phase of construction to another phase, any existing or construction pavement markings that conflict with the new traffic pattern shall be eradicated and re -striped accordingly. 14. The contractor shall be responsible for maintaining any existing signs, unless otherwise advised by VDOT Engineer to remove or relocate. 15. Existing signs no longer applicable or in conflict with intended traffic control shall be removed or covered with opaque material. All other signs are to be maintained. 16. The contractor shall submit a Traffic Control Plan to the engineer for approval prior to the beginning of each phase. The Traffic Control Plan shall show all necessary traffic control devices, including signs, pavement markings and channeling devices. Public Communications Plans and Transportation Operations Plan Notes Each lane closure will be governed by the times established by the Regional Traffic Engineer and the Traffic Operations Center as shown within the contract. The contractor and VDOT are to coordinate in notifying the public of proposed Lane Closures. The process developed by the Traffic operations Center for this purpose is as follows: a. Contractor submits to the Project Manager or Designee planned lane closures for the following week by 3 P.M. on Tuesday. b. Project Manager or Designee submits planned lane closures for the upcoming week using the Lane Closure Form. This form is to be submitted to the Traffic Operations Center and the Culpeper District Public Affairs office by Noon on Wednesday for the following week. c. Traffic Operations Center is to review the planned lane closure schedule and return it to the Project Manager or Designee by 9 A.M. Friday. d. Contractor to update the Project Manager or Designee of planned lane closures a minimum of 24 hours in advance of proposed lane closure as previously scheduled. e. Project Manager or Designee to advise Regional Operations Maintenance Manager of proposed lane closure. Project Manager or Designee to have VA -Traffic operator enter data in VA -Traffic and to update the Traffic Operations Center daily during lane closures activities. f. The Culpeper District Public Affairs Office will use various media publications to announce planned lane closures. g. The contractor shall contact Traffic Operations center, (540) 332-9500, when lane closures will be placed and once they are removed. The process to notify the Regional Traffic Operations Center to place lane closure information on the 511 system and VOIS will be: a. Contractor to advise VDOT project inspector and/or Construction Manager of planned lane closures a minimum of 24 hours in advance of proposed lane closure. b. Construction Manager to advise Residency Maintenance Manager of proposed lane closure. Maint. Mgr. to have VOIS operator enter data into VOIS and also advise Smart Traffic Cneter. The following is a list of local emergency contact agencies that shall be posted in clear sight in case of emergencies: Virginia State Police (varies by project location), 911 Center - 911, Haz_mat Center (if spill involved) - 911 Procedures to respond to traffic incident that may occur in the work zone: a. Contractor to notify Virginia State Police, VDOT Inspector in Charge and Regional Traffic Operations Center. b. Depending upon severity of incident, contractor may have to cease work. c. Upon arrival on scene, Virginia State Police to determine response necessary to allow traveling public around incident. d. Inspector to notify Construction Manager/Area Construction Engineer of incident and take pictures as necessary, especially pictures of contractor's Work Zone to verify the proper set up. Process of notification of incident to be followed is: Contractor to call: Project Maintenance of Traffic Coordinator (Inspector) TBD (VDOT) Project Manager (Construction Manager) TBD (Site Contractor) Area Construction Engineer Adam Moore (VDOT) 434-422-9782 Residency Administrator TBD Regional Work Zone Safety Coordinator Forester Wright 540-569-6985 Regional Traffic Engineer Jamison Strasser (VDOT) 540-829-7411 The Virginia State Police report of the incident will be reviewed by the Area Construction Engineer to determine if any modification of the Temporary Traffic Control Plan is necessary. If it is determined that it is necessary to alter the plan, then a meeting will be called with the contractor, VDOT project personnel, VDOT traffic safety representatives and the Virginia State Police (if necessary) to discuss modifications and implementation of any improved traffic control plan. 17. All permanent pavement is to be constructed through the base course only in the initial stages. The final surface course is to be applied prior to switching traffic onto the new location or as approved by the Engineer. 18. The contractor shall review with the project engineer the final plan to maintain traffic for all phases of work. Any significant changes in Phase of Construction will require approval of the Virginia Department of Transportation (VDOT) Traffic Engineer. Minor adjustments of the maintenance of traffic plan shall be approved by the Project Engineer. 19. All signs mounted to Type III Barricades shall be crashworthy and shall be in accordance with the 2011 Virginia Work Area Protection Manual (latest revision). 20. All protective devices shall be in place to protect all signal foundations and poles prior to exposing to traffic. 21. The existing posted speed limits shall be maintained during construction unless otherwise approved by the engineer. 22. The Contractor must have at least one person certified in Work Zone Training at the Intermediate Level to design and at least one person certified at the Basic Level to install and maintain the work zone. 23. Flagging operation shall not hold traffic longer than 5 minutes without approval of the Engineer. 24. The Contractor shall provide notice to the Police, Fire, and Rescue, and the School Superintendent 48 hours in advance concerning all detours and road closures of any nature. 25. The contractor is responsible for coordinating the construction, signing and traffic management plan with other adjacent project under construction. 26. No traffic pattern switches will be allowed on Friday, Saturday, or Sunday and/or the day before a holiday or as directed by the project engineer. 27. A suitable foundation shall be provided for channelizing devices and all associated cost shall be included in the price of Group II channelizing devices. 28. The contractor shall maintain a minimum of one 11 ft. wide lane in each direction at all times, except during temporary lane closure or as directed by the Engineer. 29. All pavement markings and traffic flow arrows are schematic only. The actual location and application of pavement markings shall be made in accordance with section 512 & 704 of the applicable VDOT Road and Bridge Specifications, the MUTCD, the Virginia supplement to the MUTCD, the Road and Bridge Standards or as directed by the Engineer, Typical Traffic Control Work Bejond the Shoulder Operation (Figure TTC-1.1) NOTES C; iddance_ 1. The minimion distance besheen the sign and irork vehicle should be 1300'-1500' on Limited Access highways, and on all other roadili ly's 500' 400' inhere the posted speed limit is greater than 45 mph, and 350 =500' inhere the pasted speed limited is 45 mph or less- Ol ion: 2- The ROAD WORK AHEAD (W'20.1) sign coati• be replaced with other appropriate signs such as the SHOULDER WORK (W'21-5) sign. The SHOULDER WORK sign may be used for work adjacent to 3. The ROAD WORK AHEAD sign may be omitted where the Nvork space is behind a barrier, more than 4 feet behind vertical curb (Standard III and COi-fi) on urban roadways. or outside of the clear zone for all other roadways. For clear zone values sce Page A-4 of Appendix A. 4- For short-term_ short duration or mobile operationst. all signs, and channelizing devices may be eliminated if a vehicle with activated high -intensity amber rotating- flashing. or' oscillating _Ill is used. Standard: %'ehicle hazard warning signals shall not be used instead of the vehicle's high-intensitNI amber rotating, flashing, or oscillating lights. ir'ehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or oscillating lights. 6. If the work space is in the median of a divided highway, an advance warning sign shall also he placed on the left side cif the directional roadway. Typical Traffic Control Shoulder Closure nitir Berme,' Operation (Figure TTC-6 2) 1,OTES Guidance: 1. ,Sign spacing should be 1300'-1500' for Limited Access highways. For all other road ms, the sign spacing should be 500'40i wlleere threpatsied speed limit is greater than 45 mph, and 350' 500' %here the posted speed Iinritis 45 mph or less. Standard: -'. On diiided highways haiing a median wider than 8', right and left sign assemblies shall be requited. 3. Groun 2 Cbannehzine device soacine shall beat the fo➢owine: Group 2 Chaitnelizing Device Spacing Location Spacing Speed Limit t h) Spacing Spacng I Speed Limit (mph) Location Spacing Speed Limit 1mPh) 0136 36+ 0 -95 36 Transition 29 AV Trave4ay 4D' 1 811 1 'Cortstru on Access 8D 12d 'Cons-n_-'ion access spac:ing maybe increased to this distance, but shall rot erceed one access per Ys mile- 4. The minimum length for a shoulder taper shall be 360' � on Limited :kccess highways, and % L for all other roadways (see Note 7 of TTC---, for values of L). �. When the barrier transition slope is on a horizontal ali_mnent. the total offset shall be prorated around the curve in lieu of a straight-line slope. 6. End treatment of a barrier in order of preference: a. there guardrail exists, attach to barrier "ith approptiate fined object attachment. b. Where cut slope exists, III barrier into cut slope and proiide for drainage as needed. c. Ertend end of barrier until it is III the established clear zone (see Figure 2 on Page A- 4 in Appendix t for clear zone values). d. When barrier end is inside the established clear zone, attenuator serwice Tape I or Type 11 shall be used. Contact L&D Standards,/Special Design Section for approved attenuators, Barrier panels 8 inches inwidth and Ili itches in height shall be placed on top of the concrete barrier and spaced on 40' centers along the transition or taper sections and spaced on 80' centers along the parallel or tangent sections. Reflectorized surface shall be fluorescent orange prismatic lens sheeting, The light at the be_inninc ru of the barrier n and at the breakpoint where the barrier becomes parallel to the roadway shall be a Type B flashing light. Banier delineators shall be instilled along the traffic side of the concrete barriers.. Barrier delinators shall be spaced on 20' centers along the transition or taper sections and spaced on 80' centers' in-between the barrier panels approximateh•'d inches up from the roadwrav surface. Lion: S. The barrier sboiNm in this t ?ical application is an gmpgple of one method that may be used to close a shoulder of a long-term project. 9. The RIGHT SHOULDER CLOSED (W21-5aR) sign mar• be eliminated from all roadways esceot Lmaited Access hZ-b -aw s. Guidance: -s. 10. lfdrTwirs cannot see apull-gf'area beyond Me do ed shoulder; infomiaaon regarding the length of the shoulder closure shall be ptmmided in feet or miles, as appropriate. 11. An ernergencypull--o farces should beprovided per• Section 6G.I3 and renporanz Trade Conimf Figu e 7TC-3. 1: R-idan 1- 4r1t2M ?:ei Recision 2 -qQ 2019 T�-pical Traffic Control Lane Closure on a Tivo-Lane Roadu•gv Using F7aggers (Figure TTC-23.2) OYES Guidance. 1. Sign spacing distance should be 350'-500' where. the posteid speed limit is 45 mph or less, and 500'-800' where the pored speed limit is greater than 45 mph 2. Care should be ererc•ised when establishing the 1I of the w►urk_one to insure ma dmwn possible sight distance in advance of the flogger station and transition, based on the posted speed Bait and at least cepal to or, greater than the yaltees in Table 6H-3. Generalli'spwkfng motorists should have a clear line Ut slaht fyv;t the g?aTfnc fla.PPersjmboI sure t0 t11E't1aFF8T'. 3. To maintain gy1cient waf"tc flow in a flagrfng opo-anon on a two -large ri lxr{i, the maximum time motorists should be. stopped at a.fla, er station is 8 minutes}or;kgh kwhime roadi4 vt's (average daily traffrr of 500 or more whicdes per dart to a maximum of 12 ndmrtes for Iow uolume roadwats (lass than 500 vehicles per eiirU)_ For additional infonnalron see Section 6E-07.= Standard; 4. Portable Temporary Rumle Ships (PTRS) shall be used as noted in Section 6F.99r' 5. FLa;ging stations shall be located far enough in a(h ante of the work space to petrnit approaching In af�firc to reduce speed air&or stop before passing the work space and allow• sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Pace 6H- ). 6. All flagsers shall be state certified and bare their certification card in their possession when pertorrnurg flagging duties (see Section 6E.01. Qualifications for FLaggers), ,'. Cone spacing shall be based on the posted speed and the i glues in Table 6114 on Page 6114' 8. A shadow vehicle pith at least one high intensity- amber rotating. flashing, or' oscillating light shall be parked 80'420' in adi•ance of the first work crew. 4n" S. A SLOW �21-�t10 s ' ma ' be r ed rn flue area to imT adw"e w of the o ation ahead b�' siowins aapproacbm traffic prior t0 reaching the flazeer station or flrtaie•d Guidance: 9. 1 the Fueue of traf'tc rvaclws the BE PREPARED TO STOP O 34l sign then the sigru, and if used the hall be readfusred at •grwter distances_ 10. 11'hen a high coo -rail crossing east within or upsrracmt of the tran,ml area and it is mzH-Tpated that queues res �ig from the Lnre closure might extend through the highisT� rail grade crossing the temporary ter is control ::one should be extended so that the transition area premdes the highwap�rail crossing )see figure TTC-56 for additional information on highwa}'-rcal crrossil�t. Standard: 11. At night. flag-Qer stations shallbe Minninated. except in emergencies (see Section 6E.08). 12. Cones rnary be elin-gin ated iw-hen using a pdota�elude ooperation or when the total roadivav iw-idth is 20 feet or less. 13. For levy' -volume situations iwith short work, zones on sgw4bt roadwat,-s n'here the flagger is visible to roach Stwdard,' 14. Wien used, three portable temporary ramble (PTRS) strips shall be installed across the entire travel Lane adjacent to the BE PREP -AHED TO STOP ("-34) sign. The portable tempontry tumble strips shall be monitored and adjusted as necessary- during the nork shift to ensure proper �Llcement on the roadway. ISlten the PTRS are installed. the R17%fBLE STRIPS .- E iiD ftii 20 -26) sigm shall also be utilized. 1: ReiiionI-VU211115 2: Rni:ion 2-4.'1al EDGE OF PAVEMENT SEE NOTE 3 80'- 120' WORK VEHICLE ROAD vv2o-1 WoFtK SEE NOTES AHEAD 2 AND 3 J Shoulder Closure with Barrier Operation (Figure TTC-61) riser 5*{l;rrrR troae +mow - i ROAD McDRfl hAo 2: Rnisian 2 - %1t2019 Gro.2 TRAFIFIC BARRIER BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 7 TYP€ a _WAR NI'NO LIGHT r BJvRRb€R PANEL // SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 7 BARR'ER TRANSITION SL RATIO I SEEENOTE 5 Faai. GROUP 2 DEVICE SPACING SFE +� SLE NOTE 3 �AR4113 NG LIGHT GUARDRAIL SEE NOTE 6 VYz1.50R '.E NOTE t W 16-VP1 x OPTIONAL SEE NOTE 10 :E NOTE 1 <#>VY21-W :E NOTE 1 aVX,' 1 Lane Closure on a Two -Lane Roadwav Lasing FL-tggers (Figure TTC23 2) 9Yr�iV AWN - avoa OY3H4 �b +trnry tdWY - - nora a3HYd3Mid • 9 9 5 `6 1' SULON D3S NOI1V15' 113�3N'1� PTRS SEE NOTE 4 -} 0 0 0 sb - m uC6 noon Orton +P 7 G2v-2 (V) !i00 BUFFER sr.r TAt tr FI 1-3 W -120' SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 54' - 100' FLACsfid=R STATIC EEE NOTES, r 3. 5 4 ri S SEE w NOTE t z ROAOwAY CENTER LINE J PTRS --'� t SEE NOTE 4 3 14 1. R,evid=1-4i1M15 2: Revision 2 - 9/LWN e LU14.7 SEE NOTE 1 half 1w'34 STOt• SEE NOTE 10 NOTE 1 ,� St N!7{O 7fi SEC A" SEE NOTE 15 NOTF 1 SEE NOTE 1 NOAD r WORK 4VZD-1 SHIM EN2. GINEERING LAND PLANNING PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 r t U JU S IN SHMP Li .41183 TONAL GALAXIE FARM SUBDIVISION ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.13 REVISION: FILE NO. MOT PLAN 18.025 C20