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HomeMy WebLinkAboutSDP201800089 Plan - Approved Final Site Plan and Comps. 2019-12-31-:. �-INAL 51TE DEVELOPMENT PLAN fOR NEW DESCRIPTION x 125 TC TOP OF CURD ELEVATION x 12' SPOT ELEVATION x 12' TW TOP OF WALL ELEVATION x 12' Bv+r BOTTOM OF WAIL ELEVATION BENCHMARK RG ROOF DRAIN SEWER MINE 6 W WATER DINE GAS GAS LINE 6HE OVERHEAD ELECTRIC WIRE UGE UNDERGROU ND ELECTRIC GHT OVERHEAD TELEPHONE DINE UGT UNDERGROUND TELEPHONE LINE PROPERTY LINE ADJACENT PROPERTY LINE ®� VACATED PROPERTY LINE �- BUILDING SETBACK ---A- PARKING SETBACK X EA 16­11 DRAIN INLET (Do STORM/SANITARY MANHOLE [ PLUG wv ?v WATER VALVE & BOX 4- FIRE HYDRANT MI D-1 WATER METER N CG- 2 G_ CC-2 CG- 6 TREE LINE FENCE STREAM INTERVAL - O, A INDEX CONTOUR STANDARD 6" CURB COMBINATION 0., CURB 4 CUTTER 10 ao PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE CG-12 HANDICAP PARKING 0""N #--"% , 0� &.� mw� ='r NTUI I ri'' UU KN >'+. 3 i TMF 07800-00-00-005AO, TMP 07800-00-00-0051309 TMP 07800-00-00-005f-Og � TMP 07800-00-00-058G RIVANNA DI-5-TRICT, ALBLMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 11111110=1,000" i 0011 go 121151 11 sit 1 sms AN HIM f lot lip 11, XT MEN IN A T CAI Ali b Olt AT 1 a xY t,9's NOR Rana' Val r° t:ar, s1 a1�Tell m� logt awyn VMS fill ;A tarall°hod AN �Rw AS U ft .x Man r ll�rPGfaa�xat I y, a. , 0v ' ons a. N k. ' IMAGE PROVIDED BY GOOGLE MAPS iio, 11-7r _ r 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. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched, 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. I Paved, rip -reap ar 0111li lion mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel, 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 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 sholl be dedicated to the Albemarle County Service Authority. 12. Bockflow prevention is required for all connections to the water main. VDOT NOTES VDOT's land development south staff (540-967-3715 or 540-967-3716) shall be notified 48 hours in advance of any anticipated road/shoulder closures", 'The permRtee 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)4 "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. Pantops Corner, LC, 12704 Crimson Ct Ste. 101 Henrlo VA, 23233 TMP 76�5A, 5B, 5C, 5E WC -Highway Commercial, EC -- Entrance Garridar -Potions are within 1�lanaged Steep Slopes Overlay District TMP 78®5BG1 WC - Highway Gammereial, EC -Entrance Garridar Per Approved ZMA 2013-00002. ProYYers dated November 26, 2013. ZMA approval date by Qoard of Supervisors, December 11, 2013. -Within the FH Flood Hazard Overlay District ons are e within Managed and Preserved Steep Slopes Overlay District scitata: ()I: Tins Tax Map 78, Parcel 5A, 5B � 56G1: DB 4358 PG 6B4 DB 5147 PG 226-229 PLAT Tax Map 7B Parcel 5E: DB 2976 PG 576 DB 5147 PG 228�229 PLAT Tax Map 76 Parcel 5G: DB 4673 PG 5I7 DB 5147 PG 228- 229 PLAT Easement Plat & Deeds: DB 5246 PG 148-161 DB 5246 PG 162-176 DB 5246 PG 177-185 DB 5246 PG 186-195 BLA Plat: DB 5255 PG 136-146 MAGISTERIAL DISTRICT Ravanna BENCHMARK Datum for topography is NAVD88. Boundary & topographic survey information provided by: Field serve provided b Roger W. Ray & Associates Inc, on March 23 y P Y 9 Y � 9 2016. Updated XY data can October 16, 2018. Datum for topography NAVD88. SHEET INDEX C I - COVEK SHEET C2 - PROFFER. �- EXHIBITS C3 - BOUNDAKY LAYOUT EXHIBIT C4 - EXISTING CONDITIONS C 5 - 5ITE FLAN CC - GRADING PLAN C7 - UTILITY PLAN C8 - LANDSCAPE PLAN C9 - LIGHTING PLAN C 10 - LANDSCAPE/LIGHTING DETAILS C 1 I - PANTO PS CO R.NTE K WAY KOAD PLAN C 12 - TRAVELWAY 5 PLAN KTE 20 WL CK055ING PROFILE C 13 - VDOT DETAILS C 14 - SAN o SEWER PKO FI LE5 $ DETAILS C 1 5 - 5TOKM SEWER PROFILES C 16 - SWM DETAILS C 17 - WATFK DETAILS C 16 - INTERSECTION SIGHT DISTANCE C 19 - MOT PLAN C20 - ACCF55 MANAGEMENT EXCEPTION PROPOSED USE New 122 Roam Hotel on TMP 78-56G1 And Proffered Access Road on TMP 78-5A, 78---5B, 76-5E, & 78-58G1 Maximum: 65' Front minimum 10 FT from right�of�way ar the exterior edge of the sidewalk if the sidewalk is outside of the right-af-way. Front maximum = 30 FT from right-oY-way or the exterior edge oY the sidewalk if the sidewalk is outside of the right�of�way, Side/Rear lots zoned Highway Commercial = primary structure shall be constructed and separated in accordance with the current edition of the Building Code. No maximum Side Rear setback. Hotel complies with stepbadc front requirement. For each story that begins above 40 FT in height ar for each story above the third story, whichever is less, the minimum stepback shall be 15 FT. Off-street parking and loading setbacks Minimum off-street parking%loading Yront setback = 10 feet from any public street right -oft -way. Minimum off-street parking/loading setback side and rear setbacks = no o0street parking or loading space shall be located closer than 20 fret to the district boundary. EXISTING USE Vacant laSTEEP SLOPES Managed and Preserved Slopes are shown on Existing Conditions Sheet PARKING Required parking: Hotel: 1 space per room. 122 rooms == 122-spaces- Provided parking: Hotel: 1211 spaces Loading Space: Area/Pull-up under canopy will serve as Loading Space TRIP (GENERATION AKM PNM Use Description ITE iiaty in out ITotal in out Total Hotel 310 122 morns 36 30 66 44 32 76 Total 66 76 Trip generation reflects AM and PM peak hour traffic, I Submittal Type Reviewed and Approved by the Community Develor ,1 Department 61 D�ateL - �-3 �' �1� File# Sign@tore LAND USE SCHEDULE EXISTING Area A. Ex, Buildings 4783 SF 0% Ex. Pavement B503 SF 3.0% 0_ ern �pcce 272.151 SF 95,3� Total 2d5,437 SF (6.55 ac,) PROPOSED Area New Building 15,394 SF 5°4� New Pavement 62,507 SF 26,9� New Sidewalk 16,947 SF 5.9� Open space 1 fO,5B9 SF 50.B1 Total= 285,437 SF (6.55 ac.) Total Impervious Area = 114,848 SF (40.27.) 0,06 Ac (3532 SF) of proposed area will be VDOT ROW dedication along RTE 250. This site lies within the Upper Rivanna River Watershed, This site is not within a water;`3hed of a public water supply. According to the FEMA Flood Insurance Rate Map, effective date February 1 2005 (Community Panel 51003CO287D), portions of this property He within a Zone AE 100-year flood plain. FIRE CODE REQUIREMENT A Knox Box is required. Owner shall contact the office of the Albemarle County Fire Marshal for location. 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 dota, 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, I 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 submittal, 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. 1 I On I � Tax Map 78 Parcel 5801 was rezoned to Highway Commercial per ZMA 2013-00002. The approved proffer statement is as follows: 1. Interconnectivity. Contemporaneously with, and as part of, frontage improvements along Stony Point Road (Rt. 20) required in connection with any subdivision plat or site plan for the Property, the Owner shall construct a private road from Stony Point Road (Rt. 20) across the Property to and across TNlp 78-5A to U.S. Route 250, as labeled Road "A" on Exhibit C-1. The location, alignment and design of Road "A" may be adjusted with approval of the County Engineer. The Owner shall record an easement for the private road granting right of public passage over Road "A" which shall be recorded prior to the request for the first Certificate of Occupancy for the Property. An access easement to IMP 78- 6 shall be provided subject to an agreement between the respective owners to share the cost of maintenance and construction for shared portions of Road "A". 2. No Certificate of Occupancy until Road "A" is complete. The Owner shall not request a Certificate of Occupancy for any building on the Property until the private road connection betvvaaIl U.S. Route 250 and Route 20 is completed along with entrance improvements as required by the Virginia Department of Transportation. Construction of Road "A" shall be deemed complete when the County Engineer determines the roadway is safe and convenient for traffic. The location of the private road connections may vary in accordance with entrance guidelines provided by the Virginia Department of Transportation 3. Route 20 Widening. The Owner shall not request a Certificate of Occupancy for any building on the Property until the Owner has constructed a second north bound lane on Route 20 along the frontage of the Property such that two full north bound lanes are provided on Route 20 from its intersection with U.S. Route 250 to the intersection of Road "A" and Route 20. PROFFER STATEMENT & ASSOCIATED EXHIBIT Not To Scale t jHc,tN�t` COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 September 25, 2018 Justin Shimp; P.E. Shirnp Engineering 201 E. Main Street, Suite 201 Charlottesville, VA 22902 just �tinOcshim ems,inerrmsa.com RE: SDP201800039 Pantops Hotel LC — Initial Site Plan - Action Letter Mr. Shinip: The Agent for the Board of Supervisors hereby grants administrative approval to the above referenced initial site plan with a revision date of August 5, 2018. This approval shall be valid for a period of five (5) years from the date of this letter, provided that the developer submits a final site plan for all or a portion of the site within one (1) year after the date of this letter as provided in section 32.4,3.1 of Chapter 18 of the Code of the County of Albemarle, and thereafter diligently pursues approval of the final site plan. in accordance with Chapter 18 Section 32.4.2.8 Early or Mass Grading may be permitted after the following approvals are received: 1. Engineering approval of a VSMP plan meeting the requirements of Chapter 17 of the Code of the County of Albemarle. 2. Approval of all easements for facilities for stormwater management and drainage control. 3. Submittal of a tree conservation checklist with areas for tree preservation identified. The final site plan will not be considered to have been officially submitted until the following items are received: 1£ rtr7al:stt4,111atrtbEttdttrts tll.ftlie rI:ltiremE,nttifGficiti l� €::tfl'f h€clsxgr larflni ,: 2=_ Aplrlic5blo ��is a-s dc.�sct=ibeil or>rtli'e err rl. S1te;}TtaF1 t1}t(tlrz>alibif: Please submit 11 copies of the final plans to the Community Development Department. The assigned Lead Reviewer will then distribute the plans to all reviewing agencies (for ACSA, please submit 3 copies of construction plans directly to them, as stated in their continents). Once you receive the first set of comments on the final site plan, please work with each reviewer individually to satisfy their requirements. The Department of Community Development shall not accept submittal of the final site plan for signature until tentative approvals for the attached conditions from the following agencies/reviewers have been obtained: SRC Members: Albemarle County Planning Services (Planner) — 3 copies (Cameron Langille, blangitle c ,albemarle.org) Albemarle County Engineering Services (Engineer) -- I copy (David James, diames@< albemarle.org) Albemarle County Information Services (E911) -- I copy (Andrew Walker, awalkerC�albernarle.org) Albemarle County Building Inspections — 1 copy (Michael Dellinger, nidellinger cr albemarle.org) Albemarle County Planning Service (Architectural Review Board) — 1 copy (Margaret Maliszewski, mrnaliszewskiC!L�albetrrarle.org) Albemarle County Fire & Rescue -- I copy (Shawn Maddox, smaddox idalbemarle.orK) Albemarle County Service Authority— 1 copy (Richard Nelson, rnelson u'serviceauthoritv.org) Rivanna Water and Sewer Authority — 1 copy (Victoria Fort, vfort(awrivamra.org) Virginia Department of Transportation — 1 copy (Adam Moore adtun.moore(cDvdot.virginia.gov) If you have any questions about these conditions or the submittal requirements please contact me at extension (434) 296-5832 ext. 3432 or blan rg'IleRgIbemarle.org. Sincerely, Cameron Langille Senior Planner VN4tT Scale CURVE DELTA RADIUS ARC TANGENT ! C1 57'40'35" 220.00 221.46 121.14 t C2 C3 15'05'31" 1 *12'01 " 220.00 1392.40 57.95 29.17 29.14 14.58 C4 56'30'23" 280.00 276.14 150.47 TMP 78- 5K j C5 90'00'00" 39.00 61.26 39.00 DETTOR, JAIv9ES OR PEGGY 1\ DB 3713 PG 41 C6 54'S9'01" 84.00 80.61 43.71 i I 100 YR /F/OODPLAIN IF f /®BFE=342.0' - - _ - (2013) / rn •' , VDDT IRON & CAP FOUND (2014) VDDT IRON & CAP FOUND (2014) CHORD CHORD BEARING 212.23 S43°35'10"E 57.78 S07'12'07"E 29.17 N34'38'56"E 212.23 N43"13'28"W 55.15 N45°20'39"E 77.55 N27`08'52"W APPROX. LOCATION 16.5' ESMT FOR AMERICAN TELEPHONE & TELEGRAPH CO.OF VA (D.B.986-364) LINE BEARING DISTANCE L1 S72'25'28"E 37.99' L2 N89'36'59"W 17.96' L3 N00'01'00"E 3.45' L4 S89'25'16"W 27.07' L5 N54'58'43"E 20.22' L6 N57'02'20"E 1.78' L7 S89°25'16"W 27.07' L8 N89'37'44"W 33.96' L9 S58°10'33"W 17.64' - - - ` - - - - - - - , S01'18'04"E (2018} I TMP 78-6 MALLOY VII- IRICHMOND RD LLC I IDB 5090 PG 504 I I I 15' TEM GRADING ESMT I DB 4153 PG 473-486 920.90' 4JJ.GJ I ! 1 1 i NEW BOUNDARY l q (DB 5255 PG 1 q 138-146) APPROX. LOCATION 17' UTILITY ESMT FOR VEPCO & ACSA (D.B.1129-261 & HWY_P.B.X1-89 THRU 93) l 1 � I PRIVATE ACCESS Icy i ESMT (DB 5246 �° q `{' `A �' TMP 78-5A 1 1 TMP 78-58G1-159&16a) q w PANTOPS CORNER LC VDDT ROW DEDICATION l I PANTOPS CORNER LC' �N DB 4358 PG 684 (DB 5246-159&160)� l DB 4358 PG 684 0 2.19 AC } I 2.68 AC I q REVISED TMP ko REVISED TMP 1co V) 78-5A 1.78 AC 78®58G1 2.88 AC OLD BOUNDARY � q l TBR q I / 1 l NEW BOUNDARY PRIVATE STREET NEW BOUNDARY (DB 5255 PG ESMT (DB 5246 (DB 5255 PG / 1 V__f-13 8-146) -159&160) 138-146)� OLD BOUNDARY OLD NAIL IS D BOUNDARY SET C 2018) -TBR _�®-- -- 4 500'0' 9"W 375.73'®-TBR �(2018) 139.33 2018 ROADS 236.40' -I 16is AQ"3,JO,T, PRIVATE STREET ®�®���� ®®®®®®7 ® 06,E i ESMT (DB 5246 ® �� EX. ROW 1 l-162&174,175) / , - ®® TMP 78-5E TMP 78-5B s PRIVATE STREET _ PRIVATE STREET NAIL > / �. PANTOPS LC Lu PANTOPS CORNER LC FOUND ,r ® DB 5147 PG 228 ESMT (DB 5246 DB 5147 PC 228 ESMT (DB 5246 (2013) -159&160)-'162&174,175) ® ®,� 1.10 AC cy)I a.58 AC / G�` NEW BOUNDARY REVISED TMP NEW BOUNDARY z , IF VDDT OLD REVISED TMP IRON & CAP l � / ' / (DB 5255 PG 78®5E 1.11 AC (DB 5255 PG �q BOUNDARY (2013) ° FauND (201�) 1 1 f® � // 138-146) 138-14e} q TBR 78®5B a.71 AC I OLD BOUNDARY TBR ® I S 18. 0' 12.19' 12.6 (2018)c _ �t , OLD BOUNDARY I IS IFS �21-1�J - - - - IF PRIVATE STREET TBR (2016) (2016) I ¢2015) i ® ESMT (DB 5246- qw 00I I J /-162&174,175) 0) q F / 2018 IS �U06"4g' �: TEMP. CONSTRUCTION ESMT Ica TMP 78-5F / ( ) ^ 42 E 66.41, NOO'27'56"E 226.17' DB 5147 PG 228 S ! PANTOPS LC X ��� ; "' i5 IS 1 25 DB 5147 PG 228 I L2018)- - - - - - - - - - (2018)---...---.�..�.._---_. I - ---co r �t® TMP 7- 5 C I I FLOWN 128 STONY 2 POINT LLC I I is _ -� �'IDB 5.147 G 228 I J (2018} '© ' L_ DISTANCE ESMT I VJaT IRON,,& CAS F G�ND `(413)" L- `® - - - o.e.b. -. J ys� a o --------------- I I I I I I .IL )ND 13) OLD ROW VDDT ROW DEDICATION (DB 5246-1598c18n) NAIL Lill; & CAP FOUND (2013) . L3 a t d$?! �.6<l, e731i11Fid c .4513 �It �I0NAL ■.■�r�'_ MM PFEI I m-M TMP 7B-0 baav�NALLOY III ��I P 7n I 5 K ' IR I C H M O N D R D Li -C I ETTOR, J a�flE� OR 711�GY APPROX, LOCATION 17' IDB 50�0 PG �04DB 3713 PG T1 t t f I j UTILITY ESMT FOR VEPGO try m4c, HIPE t 1 I } 15' TEM , GRADING ESMT I 8j ACSA (D,B.1129-2i1 &c DB 53 PG 473-486 HWY.P.D,X1-89 IRU 93) APPRO`X./LO,�ATI�N 16,5 SMT / , , "/ / FR /AM'ERAN /TEL pHON i i I `a. { Nc TEI:EG AP CO.OF ' { 4' ,� �.�.-,,/. r � ,�;/ ( .».�986�364}' � ,'� 00 YR F OO P # ��a Q 1 v v — — s _ �� — —T �_ '!� f V`"m'x� _l _ �� 1— �= v ` �v / e— s it E— Of. �; l' —1 _ r / _ _ — _ — 00 . %fa`::r/ / i l � / / / t / l —� _ -- — , - `'. -- _ — __ A r --- ,.e. .—• f 'Y--'�'. r 1`�Y \ - �9,.',: DEMO� 4} -.� • X .•. / to —. r / - - WITHIN IN9 A v i v- - v - - b 4 r a,r/ik % '.:a:,.' 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BE REMOVED. / \: 1 spt \,`(� I C) i P 1 � �v {� t{ t � �- '• /' �' ` i /''' i/ ��I ROLE TO L � E'r � I s �{ %E MOB t� T " ICd i°r.; ' �� F89V °ts,. � � ° �� � . �� �� � ,��:�. \ 1 I ! I � � `� '�•- v \ ` V 1 /� ` -4. / ;' , � � \ �,t ! I I ,� CAJ �s .79 S E ': -� �� i PRESERVED SLOES v 1 I 4 v ®�•>' r"' A v v i -- v i' i v ? 1 , s s- -. �, y.•�' v v A l ! v't IM-39&6 0 — � ��� �� v ( �_ \ , s , ice rNV. A ROX ! I v v ti\\ \ \ �/ AT&,T FL G \\ 3H9.6 `\- \ v ,, \ - -7DEE¢ PER SO AR / IJETE ON ! p./ \ \ \ ` 1 I \ \ /— _\ // ` J ! ''.1� DEMO SW, CURB, _ ` r CUTI��, INLET /! \ \ \ \\ \ — — \ ` \ 1 \ i/ i IN BOID. AT&T FLAG \ \ ` �+IRP�T �DWO TREES TOW d� 8' DEEP PER SONAR vvBIC,� TO OE PRE V� -ODES d1 I DETECTION \ \ \ y \ \ ` - - - - - - - - - - - - - \ { + ' / r ,I r / BE MOVED 1100 \ i 10 ` fdT Y I Z \ \ 1 DEMO ly t s ` ��\ \` \ \ \ \\ f . _ - - - - ` - -_ DEMO DRIVE*AY_____ �4 q� � �-7 -j ANAL SLOPES---,,--, LC�'ES MANAGED \ ,�s \ � AT&TLAG � a 8' TEP PER SONAR \ — , �_ - r a:M3g s_! _ `` — — — — — — — — — — -- _ — \ "�a �ti,�:� '�"�.'.�•,. '"���� ,.. ,n 3, 4 :P: � T4-1- - 4�' \ s . � tia .y-.. .ea _.:.. •-:•.. •.;. �.;.:., \ -'y-t- 1 � A,..�... § h ' —'€z. •ram a—•a-w. , r-• V� V T°. c `+' 'x�:'.§i •"i ° y �\ \ — \ � �.!".�" e � � � s _ y� �� �� #-. .-,�, 3`-�-����-- �-��` - �•�.Wi § W qrt R.—ft �x S '�.. `� ,�,. , A. �. 6 "w.,, m �-��/1�'tw � .—ems.,... .d..3..a._ -s; r •. 9 �— � psi � =a�` `�'..:...- ...I �,.,3 �. ��W,�....� . d�6J•��a3s'�.� \� �� "t : c �'`,� \ \ �` \ ` � ' ' — _ _ \ �,"�"a. - - _ CONSTRUCTION = TP✓IP 7o-5E EMF�._ CONSTRU \ I -DR 5147 PG 22 �, `\ P N TO P S LC E \` DB 5147 PG 228 \ _______ \ TREE, REIN AL .1 - `� �� - ` "' �360 \\ t \ ` `l tt t1 ` { 302. B R F' E ,RVED �� •r �D TO ADE"JN d ; v I TMP, 7 5C a . I ENFROM TE0. ram, a, ► \ ' ' m \Y. FLOW `STONY ,;', 1 , ti l �, TOP � x I I vw DEMO W, CURS P N T ILL ` \ P I 1 JDB 1�7} G 2 8 I I' L-� ' 1, \`'� I I I '' --- \�� \ GUTTER I OIL, r r t I I �, I r ~ a \ EMOVEors.— .b,e... _...... — ,._.., ,.��.-. �.... .._..� ..®._ STRIPING R v IN BOLD rX e. " DEMO TREES \ 1 I 11 t t \ I a NDING LJ ,\ RIVER pP 21; 4'ii nYi l '"p°yY 4, I ry� 1 I LAN FIBER—OPTIC= s 41, q4 CABLE MARKER , \ \ V \ • . Yd xf=wal"I _f- /'\ �2 40 0 40 80 120., t Ii .. Av Scale: 1 "=40', t �r 11" I I I, II ,I I i I I I 1 I 0 o, 431,3 It In 1'r y 01VAL PEGGY 9 APPROX. LOCKVION 16.5' ESMIT FOR AMERICr�S l TEIEPHONE & 7' SEGMENTAL BLOCK VVt-NLL. r-FNVV1L)F- A N:TAL (.,'O.()F VA 1`4�,�SEGME -OCK TELEGRAF ...... r42" HANDRAIL APPROX. NEW TREE LINE NN, n, PRESLRVED 0— SLOP f 061 Zx PRIVATE ROAD ACCESS AD ESMT STOP SIGI �TREETI W CdNNECT TO EX. SIbkWALK WP -2 Mftq,- Bc�,.-OVERLAY �,,, ii VDO,,T CG-1 N 'INDING RIVER L A N E WP-2 274 SF ISLAND 266 SF ISLAND 111�::X ,<z CG-1 2RC V-1 --25 M)11\i SIGN 2-12 R al VESE M. NEW BOUNDARY 111iffiffig. EVISM-9- 9' SEGMENTAL BLOCK RET. WALL. PROVIDE 42" HANDRAIL. T— TEMP, JCONSTRUCH11161NT' I DBI 514-7 PC 228 TMIP 7- —5C FLOW , I TON I IT I L DB `147 G 2 8 CON ECT TO EX. IDEWALK 140 S11 HT — DISTANCE SMT A-1 N-1 -A �Iz M. H. r REVISED TIVIPJ 78-5A 1.78 A TREE PROTECTION FENCING (3) 6' SEGMENTAL L BLOCK RET. WALLS. APPROX. I-OCATI( N 17'-( UTILITY ES jl: ONNE -TI(Ifo A U 9 3) EX. SIDEWALK THR Fire Marshal's Note: Knox Box Required on all Buildings, please contact the Albemarle County Fire Marshal office for Location. Mechanical Note: Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. Mechanical Equipment shall mainly be situated on the Building Roof. Easement Note: Only Existing Easements and Proposed Access Easements Shown. See Sheet C7 for Utility Easements. . . . . . . . . . . RELOCATED N�A OHU POLE 1 FF M A RELOCATED CHU POLE 2 12' TURN LANE RELOCATED ROUTE SIGN 2' GRASS STRIP-,- 1 p5 RELOCATED --,� CHU POLE 3 STREET SIGN-----�, CG-1213-�/ A<A jj NEW BOUNDARY —IGG-12B 25MPH SIGN n. NEW —:::X: 2 77F PLANTING TI N—G TRIP -V: SIDEWALK 77-1 CURB GG Po X: Xxi: ::X X 04 9:::XX XXXXXXi:�:q,.XI.. X: TMP 78-5F PANTOPS LC DB 5147 PG 228 l ' 30 0 30 60 90 Scale: 1 "=30' rA J- T NTAB IG-3 WP-2 MILL & OVERLA) ribio WAL KA o.45183 4V 'V,tf W-AL / DAM BREAK — INUNDATION ZONE Scale: 1 "=30' APPROX. LOCATION 16.5' ESMT FOR AMERICAN TELEPHONE & APPROX. NEW TELEGRAPH CO.OF VA TREE LINE D.B.986-3 LANDSCAPING REQUIRED: v' SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED." SITE AREA=TOTAL AREA —ROW DEDICATION =285,437 SF — 3532 SF SITE AREA: 281,905 SF CANOPY REQUIRED=281,905 SF x 10 CANOPY REQUIRED: 28,191 SF CANOPY PROVIDED: 30,942 SF (ALL NEW CANOPY FROM LANDSCAPE SCHEDULE) INTERIOR STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) — 40' O.C. PARALLEL TO STREET 880 LF NEW STREET/40 = 22 X 2 (ON EACH SIDE) = 44 REQUIRED: 44 LARGE SHADE TREES PROVIDED: 44 LARGE SHADE TREES (13 STREET TREES ON 78-5A*, 31 ON THE REMAINING PARCELS) *ONLY ARB AND STREET REQUIRED LANDSCAPE IS SHOWN ON TMP 78-5A (WAWA PARCEL). FINAL LANDSCAPE DESIGN IS ON SDP201900013 WAWA AT PANTOPS. THE TREES AND SHRUBS SHOWN HEREIN MUST BE PLANTED BEFORE FIRST C/O IS ISSUED. PARKING LANDSCAPE (32.7,9.6): 10% OF PARKING PAVED AREA. 51,663 SF X .10 = 5,166 SF REQUIRED: 5,166 SF CANOPY PROVIDED: 6,930 SF CANOPY LARGE SHADE TREES (2.5" CAL.) 122 PARKING SPACES (122 / 10 = 12.2) REQUIRED: 13 LARGE SHADE TREES PROVIDED: 23 TREES. MIX OF (11) LARGE SHADE, (8) MEDIUM SHADE, & (4) ORNAMENTAL TREES SCREENING PROVIDED FOR DUMPSTER ENCLOSURE: 13 EVERGREEN SHRUBS & 2 EVERGREEN TREES ENTRY CORRIDOR: LARGE SHADE STREE (2.5" CAL.) — 35' O.C. W/ INTERSPERSED ORNAMENTALS (6' HT.), 300 LF OF STREETSCAPE/35 = 9 REQUIRED: 9 LARGE SHADE TREES W/ VARIABLE ORNAMENTALS PROVIDED: 9 LARGE SHADE TREES W/ 10 ORNAMENTALS. • 011 a R • W ARIABLE / ACSA / UTIL. ESMT 11 MC (3) MP (2) RC (B) Rc (5) MP (5) RC REVISED TIVIP A 15' TEMP. GRADING ESMT DB 4553 PG 473-486 PF P(48) IG TEMP. CONSTRUCTION ESMT i DB 5147 PG 22B T Pv1 P 7- 5 C FLOW J 0I Y r- PP I N T LLC � -- -- -�� `ID D 1 47 G 2 8 SEED MIXES: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) — Mix the following seeds at 30 Ib/ac each: Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoporium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghastrum nutans). MAINTENANCE: LOW MAINTENANCE GROUND COVER —The best time of year to mow is during the fall through late winter. Mow on a three—year cycle where 1 /3 of the area is mowed each year. Do not mow during the spring or summer months because of the nesting season. When mowing, cut grass no lower than 6 inches and allow stubble to remain until spring to help insulate plant roots and provide cover for wildlife. If native warm —season grasses are cut lower than 6 inches during the active growing season, the stand will be reduced significantly. NOTES: 1. Contractor to apply 4' diameter by 2-5" mulch bedding around all proposed trees, and mulch bedding around shrubs. 2. All other landscaped areas shall be sodded. 3. 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. 4. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 5. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 6. Perimeter parking lot trees to be 2.5" caliper. 7. Contractor shall plant all landscaping by the first planting season following the issuance of the first certificate of occupancy within the development. TREE PROTECTION FENCING APPROX. LOCATI N 17' UTILITY ESMT FOR- EPCO — - - �- --d a65-- 61 & HWY.P.B.X1-89 THRU 93) — FULI LANDSCAPE PLAN FOR TMP 78-5A BY — OTHER'S. SEE SDP20'19000'13 WAWA AT PANTOPS Note: Planting calculations for TMP 78-5A do not apply to planting calculations for TMP 78-58G1. This Site Plan will provide the landscaping on 5A as listed herein. REVISED r _ ' 1.78 'V PROPOSED LANDSCAPE SCHEDULE PARCELS 5B, 5E, & 58G1 Plant Minimum Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF Large Deciduous Tree Fagus grandifolia American Beech 2.5" 1 20 227 227 Large Deciduous Tree Quercus phellos Willow Oak 2.5" 10 20 370 3700 Large Deciduous Tree Liriodendron tulipifera Tulip Poplar 3.5" 8 37 387 3096 Large Deciduous Tree Gymnocladus dioicus Kentucky Coffee 2.5" 16 35 570 9120 o Large Deciduous Tree Ulmus americans cvs. American Elm'Valley Forge' 2.5" 15 25 397 5955 Medium Deciduous Tree Corpinus betulus European Hornbeam 1.5" 9 17 249 2241 Broadleaved Evergreen Ilex Opaca American Holly 1.5" 5 14.5 118 590 yM� • Ornamental Tree Amelanchier Laevis Allegheny Serviceberry 1" 7 19 130 910 'Majestic' • Small Ornamental Cornus Florida Flowering Dogwood 1" 11 17 124 1364 is Broadleaved Evergreen Shrub Pieris floribunda Mountain Pieris 2' Ht. 37 5 14 518 Broadleaved Evergreen Ilex cornuta "Bufordii" Burford Holly 2' Ht. 37 10 57 2109 Shrub Broadleaved Evergreen Myrica ensl anica P 1� Northern Bayberry 2' Ht. 37 3 0 0 Shrub M Broadleaved Evergreen Shrub Kalmia latifolia Mountain Laurel 2' Ht, 37 6 24 888 Broadleaved Evergreen Shrub Berberis julianae Wintergreen Barberry , 2 Ht. 16 6 14 224 0 Low Maintenance Ground Southeast Native 150 LB/AC Cover 1 Grass Seed Mix TOTAL SF' 30942 PROPOSED LANDSCAPE SCHEDULE FOR TMP 78-5A Plant Symbol Planting Type Botanical Name Abbrev. Common Name Minimum Cal./Height Quantity Total Height(ft) Can SF Total Canopy in 10 Yrs SF Large Deciduous Tree Quercus phellos Willow Oak 2.5" 1 20 370 370 Large Deciduous Tree Gymnocladus dioicus Kentucky Coffee 2.5" 6 35 570 3420 0 Large Deciduous Tree Ulmus americans evs. American Elm 'Valley Forge' 2.5" 6 25 397 2382 Broadleaved Evergreen Rhododendron RC Rhododendron , 2 Ht. 56 3 0 0 J Shrub catawbiense catawba Broadleaved Evergreen Shrub Morelia pensyivanica MP Northern Bayberry 2' Ht. 51 6 24 1224 c) Broadleaved glabra IG Inkberry Holly 2' Ht. 48 6 24 1152 ShrubEvergreenIlex Broadleaved Evergreen Pieris floribunda PF Mountain 2' Ht. 56 6 24 1344 Shrub Fetterbush ` BroadleavedruEvergreen Sh Morelia cerifera MC Wax Myrtle 2' Ht. 61 6 24 1464 TOTAL SF: 11356 a Schedule Symbol Label Quantity Manufactur Catalog Description Lamp Number Filename Wattage Light Lass er Number Lamps Factor A 2 PHILIPS SFC-5R-48L SLENDERFORM CANOPY, LED 1 SFC-5R-48L— 132.9 1 0 GARDCO —900—NW— G2 48 LED's, 4000K CCT, TYPE 5R OPTIC, NO (3) LEDGINE 3 IP66 DRIVEN 900—NW—G2.IES EXTERNAL LENS AT 900mA 3 PHILIPS 161-46L-60 161 LED Sconce, 46 LEDs, LED 1 161-46L-600— 91.0 1 GARDCO 0—NW—G2-2 T2 OPTICS, 4000K (1) HLO LIGHT NW—G2-2.IES ARRAY OF 46 LEDs (XPG2) DRIVEN AT600mA C 3 PHILIPS ECF—S-64L— EcoForm Area LED ECF — LED 1 ECF—S-64L-1A 411.8 1 17] GARDCO 1 A—N W—G2-5 Small, 64 LED's, 4000K (4) LEDGINE SL —NW—G2-5.IES CCT, TYPE 5 OPTIC, No LIGHT ARRAY(S) ® Shield DRIVEN AT 1050mA t�t 2 PHILIPS ECF—S-32L— EcoForm Area LED ECF — LED 1 SFC-3-32L— 121.6 1 �! GARDCO 1.2A—NW—G2 Small, 32 LED's, 4000K CCT, TYPE 2—HIS OPTIC, (2) LEDGINE SL LIGHT ARRAY(S) 1-NW—NW—G2— 2—HIS.IE —2—{ ils House —side Internal DRIVEN AT Shielding 1200mA STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Site Area + 2.1 fc 12.3 fc 0.0 fc N / A N / A NOTE: 1. All pole mount fixtures shall be mounted at a total height of 20' from the finished grade which includes the pole base, unless noted. 2. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle. 3. Canopy lights to be inset in canopy to provide full —cut off condition. 4. All fixtures to have a black finish. The Canopy Mount fixture (A) finish color may vary with color of canopy ceiling. r }i considerably less energy. Notes. ® c UL DS LISTED Ordering wide Number Drive LED Color Dimming Lurninalre of LEDs Current Generation----- Dis�tributions Voltage CCoon`trol^ Electrical Options Finish lfsl El El -1 l__J L� WS 161 461_2 600 NW-G2 2 120 DD Fusing WS Textured LED wall sconce 46 LEDs 600inA Neutral White IESType2 120V 0-10VDimmingDriver! Surfacemounl - F1 0module) 4000K,70CR1 conduitfeed BK Blad< 900 900mA Genration2 3 IESType 3 208 208V DCC Dual Circuit Control Single t126.277, junction box WH White CW-G2 Cool'White 4 240 DynaDimmer:0V 347VAC)5 BZ Bronze 5700K,70Cft! IESType 4 24 Automatic Profile F2 DGY Dark Gray Genration2 277 Dimming Double 92L 600 277V (208, 240. MGY iLlediumGray CS50 92 LEDs GaOmA W W-G2Warm 480VAC)' (2 modules) White 347 Safety 50%Dimming, Customer specified 800 3000K, 70 CRI 347V ';, 7 hours - F3 800mA Genration 2 Canadian RAL Specify optional 480 CM50 Double Putt color or RAL 480V Median 50%Dimming, (208, 240, (ex,: OC-LGP or UNV 8hours'-2' 480VACP OC-RAL7024) 120-2.77V AC CE50 CC Custom color HVU Economy 50% Dimming. (Must supply color 347-480VAC 9hours ?a chip for required Dk50 factory quote) All Night 50% Dimming' Photoelectric Systems PCB Photocontro t Button L4' Infrared Motion Response Systems IMR13 Integralwtith #31ensl` I Not available with Dimming Driver (DD) option- 4. Not available with 48OV. 2. Not available with Dual Circuit Control (DCC) option. 5. Must specify specific input voltage. 3. Available in 120-277V or UNV only. Accessories (Order Separately) FS1R-100 MR hand held programmer (For use with'IMRIT motion response when fietd programming is required). If desired, only one is needed per job. g_I61_cut 11/16 Rage 1 of 3 ��iil' C �. US Notes LW rl `r?g7y mallrlfi Philips Gardco SlenderForrn SFC/SFCR garage and canopy luminaire features high output LEDs and a sleek, yet powerful, low profile design. The thin 3" profile combined with LED high output performance rnake SlenderForm the ideal choice for exterior ceiling mount and canopy applications. SlenderForm luminaires also provide LED solutions for parking garage applications requiring higher light levels, including entrances, and for garage areas with high ceilings. Ordering guide example: SFC-DD-5W-48L-700-1NW-G2-UNV-MGY LED Drive LED Collor - Prefix Controls Distribution Count Current Generation Voltage Finish Options MGY - SFC - 3 48L 250 NW-G2 120 I20V MGY F1 Single Fuse 020, 277, 347VY"' SlenderForm Standard Type III 48 LEDs 25OmA Neutral White 4000K, 208 208V Medium Gray F2 Double Fuse (208, 240, 277V)45 Ceiling luminaire Lurninaire 5W 400 70CRI Generation 2 SFCR DO TypeV, 400mA WW-G2 240 240V F3 Double Fuse (208, 240, 480V)` SlenderForm 0_10V Wide 550 Warm White 3000K, 277 277V Canadian double pull Ceiling luminaire Dimming Distribution 550mA 70CRI Generation 2 347 347V DL Diffusing Lens (reduces (recessed mounting)' MR 513 CW-G2 480 480V performance significantly) Motion TypeV, 00 7rOmA J Coo[White5700K, UNV I20-277V PCB Button PhotoconlroV Response's Rectangular 70CRI Generation 2 B?t Bird Excluding Shroud ' Distribution 900 900mA5 JB J-Box for Pendant Mounting" CD Concentrated GL Glass Lens assembly Downlight 1. SFCR recessed mount NOT available with 900rnA, 4. Specify actual input voltage. 7. For rigid and swivel pendant mount - MR, PCB, EIX or JB. S. Not available with SFCR recessed mount units. Pendants by others- 2, Lurninaire inctudes D-IOV input wires for dirnrning 6. Shroud is for Pendant mount only. l2' (30.48crn) control by a dimming system supplied by others, minimurn pendant length required. Pendant by 3. Only available in 120 through 277V. others. Option is installed in the field only. Accessories LED Wattage and Lumen Values Stariciard SFC_ SFCR? luminaires (order separately) Ave 3 5W 5R CD System Color System FSIR-100' LED Current Temp Watts Lumen Efficacy Lumen Efficacy Lumen Efficacy Lumen Efficacy MR hand held programmer Order Code Qty (mA) (K) (W) Output I (lm/W) Output (Im/4V) Output (Im;W) Output (tm/W) For use with 'MR' motion SFC orSFCR-48L-250-NW-G2 48 250 4000 38 4636 1 121 4804 25 4660 122 4656 122 response when field SFC or SFCR-48L-400-NW-G2 48 400 4000 60 6932 i 116 7182 1 121 6968 1 117 6962 117 programming is required- SFC or SFCR-48L-550-NW-G2 48 550 14000 82 9323 1 114 9660 1 119 1 9372 I 115 9364 115 if desired, only one is n needed perjob. SFC or SFCR-48L-700-NW-G2 48 704 4000 104 11609 112 12028 116 11670 112 11659 112 SFC or SFCR-48L-900-NW-G2 48 i 900 4000 133 14184 1 14696 Ill 14258 107 14245 107 Note: Due to rapid and continuous advances in LED technology, LED luminaire data is subject to change without notice and at the discretion of Philips. Lumen output by optic type will vary slightly. See IES fifes when available. All technical data is subject tc3 change, StenderForrn_SFC_LED 04/17 page 1 of 4 0 , 451 U fI bq 'ZO t�C� Ordering guide Project: Location: Cat, No: Type:.. T -. C2ty Notes: NN The Philips Gardco EcoF orrn Gen-2 combines econorny with performance in an LED area luminaire. Capable of delivering up to 26,400 tumens or more in a compact, low profile LED tuminaire, EcoForrn offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY y Number Drive LEDColor- Dimming controls = Motion sensing n Photo -sensing 0� Electrical Lummaire == Prefix of LEDs Current Generation Mounting Distribution 0 Voltage F_ Finish ECF- 0❑ 0 � ECF-S 32L 53D WW-G2 AR Type2 12D 120V DD 0-10VExtemal IMRI3 PCB Fusing Square Pole Textured Ecol'orm 32LEDs 530mA Warm While Arm Mount 208 208V dimming (by others)' Integral with Photocontrol Adapter ac 2 Type Ft Single SiteanclArea, (2 modules) 700 30001<,70CRI (standard)2 2-90 Rotated 240 240V DCC Dual Circuit Control #3tens" Button" (120.277,347VAC)z included in WH White Small 700mA Generation left90° 277 277V FAWS Field Adjustable" IMR17 TLRD5 F2 Double standard BZ Bronze IA NW-G2 Thefallowfng 2-270 Rotated 347 347V SW Interface module Integral with Twist Lock (208,240.480VAC)' product DGY Dark Gray 1050mA Neutral White Mountie 9 right 270' 480 480V forSiteWise'l" #7lens' Receptacle 5 Pin TB MGYMediumGray I.2A 4000K,70CRI kitsmust UNV 120-277V LLC2 Integral module IMRO TLRD7 Pole Mount Fusing Terminal 1200mA Generation be ordered Type v (50160Hz) with #2lens'° Polemounted Twist Lock ________.___.--.-_ FFI Single, g - Black' Customer specified RAL Specify p y separately 3Type3 HVU 347-480V LLC3 Integral g motion sensor' Aeceptade7Pin (120,L7/,347VAC)' RPA 481. 900 CW-G2 (See 3-90 Rotated (5076OHz) with #3lensr° (see accessories) TLRPC FP2 Double Round Pole optional 48 LEDs 900mA Coo! White accessories) left 9G LLC4 Integral module (208, 240, 480VAC)` Adapter P color or RAL (3 modules) IA 5000K,70CRI with #4lenst' Twist Lock (ex:RAL7024) IOSOmA Generation2 SF 3-270 Rotated Receptacle p FP3 Canadian Doubt, (histo3`39° CC Custom color 1.2A Slip Fitter right DynaDimmer.Automatic Photocell' Pull(208,240,480VAC, 4.D- ola p )" (Must supply 1200mA Mount" Type ------ Profile Dimming HIS color chip fits to2'!r" CS50 Safety50% Surge Internal for I 4Type 4 64L 900 D.D.tenon) 4-90 Rotated Dimming, 7 hours' (10kAstandard) Housing factor uote f q ) 64 LEDs 9OOmA WS left90' CM50Median50% SP2 Increased20kA Side Shield' (4 modules) IA Wall mount 4-270 Rotated Dimming, 8 hours' I050mA with surface fig ht270' CE50 Economy50% conduit Dimming, 9 hours rear entry Type DASD Ali Night50Y permitted 5 Type Dimming' RAM SW Type5W C530 Safety30% Renefitarm AFR Dimming,7hours' mount kit) Auto Front Row CM30 Median 30% AFR-90 Dimming, 8 hours' Auto Front Row, CE30 Economy 30% Rotated left 90' Dimming, 9 hours' DA30 All Night30% 270 Auto Dimming' Auto Fro Front Row. Rotated right 270` - - 1. Available only on 120, 208, 240, and 277 (or UNV) 2. Speci€y Voltage 3. Not available with 347 or 480 voltage 4. HIS not available with Type 5 or 5W optics 5. DD is required for LLCR and pole mount motion sensor Dimming leads are supptied through back of lmninae. Must be ordered separately (See accessories page) ECF-5_Gen2 09/17 page 1 of 9 1992 DRIP UNE SNOW FENCE Q�71:I�Z"�olil�I 6. DCC and LLC21314 not available with any other controls If. Limited to a maximum of 45 degrees aiming above horizontal 7. TB not available with DCC 12. SW option is not available with any other control options with the 8. ECF-IMRI equipped with out -boarded sensor housing when exception of IMRI3, IMR17 and SW-IMRO motion response options voltage is HVU (347.48OV) 13, Available only on 120V and 277V 9. Mounts to a 4" round pole with adapter included for 14. Not available with DCC, IMRI3, IMR17, SW, LLC and CSJCMJCEJDA squarepoles. (DynaDimmer). 10. Not available with SF and WS. RPAs provided with black finish standard CORRECT METHODS OF TREE FENCING fox TRIANGULAR BOARD FENCE Source: Va. DSWC ENCE Plate 3.3-2 PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE -SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE 3' DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. SHRUB PLANING - SECTION Not To Scale County of AllbemaAe Conservation plan Checkfist -To be placed on Landscape Plans (Handbook, pp 1-2g4-111-297 for complete specifications) 1. The l'oflowitia items shall be shown on the tan: Trees to be saved; Limits of clearing (outside dripline of trees to be saved); �C ocation and type of protective fencing; " Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing, 2. Markin s: Aes to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators No grading; shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Fr C oustraction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eatripment Operation and S#ora�e:v Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. So' Erasion and Stormwater Detention Devices. Stich devices shall not adversely' affect trees to be saved. 6. it s Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. T Uic Materials: Ed Toxic materials shall not be stored within 100 feet of the dripline of (Tees to be saved, 8. Protective Fencing. bd Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Rf Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction_. LgLi±2_11 -1 Ell When the ground level mast be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. i'r e Wal1s: When the ground level must be lowered within the dripline a tree to be saved; a tree wall shall be provided; and a construction detail submitted for approval. il. Trenching and Tunneling: When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Funneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. CI ntr Protective fencing shall be the last items removed during the final cleanup, 13. Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONT RA-C'I'OR ON TREE CONSERVATION CONTRACT PURCHASER SIGNATURE, (DATE) 5/1/06 Page 1 of 1 SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS- NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 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. I� 3X WIDEST DIMENSION OF ROOT BALL TREE ON SLOPE @ 25% (4:1) to 50% (2:1 Nat To Scale �3X ROOTBALL DIAMETER DIM. -1 TREE PLANTING DETAIL Not To Shale ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE AND ROUGFIEN SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL FINISHED GRADE EXISTING GRADE WP-2 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. 2. 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. An additional three (3) copies of the test results shall be submitted to VDOT prior to placement of pavement to ensure adequate design. If a subgrade soil CBR of 6 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfoll easements are to be extended to a boundary line or a natural watercourse. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plot validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices, the Virginia Supplement, and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 924-1/__(AS EDGE OF EXISING PAVEMENT . DETERMINED IN FIELD) . TACK COAT THE PROPOSED 7: 1 CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSEU ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE __ _-___ __ CUMPACTE SUBGRADE CONSTRUCTION JONT DET'AL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS FROPOEED MINIMUM I /2 INCH TH:CK ASPHPL-1 SURFACE COURSE ISEE NOTE 51 MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO AUUT THE FULL THICKNFSS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CURES (SEE NOTE 3) NOTES: 1, ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCF"DURES AND 13E APPROVED OY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT 'NIDEN C SHALL UEEI OR EXCEED THE UEPTHS AND TYPES OF 'HE LAYERS OF EXISTING FAVEMENT. SUBStJR=ACE DRAN.0.CE OF THE EIS"ING AND PROP05ED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DES€CN. 3. A MINIMUM. OF THREE CORES SHALL HE TAKEN ALONG THE CENTER OF -THE ADJACE H TRAVEL LANE TO DETERMINE THE [YFIE AND IHICKNESS OF EXI51'!NG PAVEMENT LAYERS. THESE CORES SHALL DE SPACED NO MORE THAN 5CO FEET APART. 4. THE ADJACENT TRAVEL LANE CFIA L HE MIIIED A MINIMJAE DEPTH CF 1I'/ NCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT 'It CENINC S1JRFAf..E COURSE: UNLESS WAIVED BY THE FNGINFER. 5 THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE L151ING PAVEh9ENT TO BE ADJUSTED TC ACHIEVE AN ACCEPTABLE PAVEMENT CROSS SLOPE AND EFFECTIVE SU'r2FACE DRAINAGE. 6. EXIST!NG PAVEMENT MARKINGS AND MARKERS WITHIN THE PRCJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMEN"IIIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315-U5(OOF THE SPEL'!FICAHONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED U5!NG A 10 FOOT 5TRAGHTEDGE IN ACCORDANCE WITH 7HE REQUIREMENTS OF SECTION 315.07(Q) OF THE 5PECIFIGATIQNS. ROAD AND IRRIDGE STANDARDS SHEET 9 4 F 1 l .... REVI59 I ©ATE 4 3W.02 GR 2. ZA II III II Get-2 POST SI'ACING) V" DYNAMIC DEFLECTION 3' NOTES: ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC 'ARGIRA UE7ART941EPTi OF T14UZPORTATION 27 `A" MIN - 28 a'I MAX RAIL HEIGHT A CA SHOWN N AN" A APPROXIMATE U Y A L LOB. TIOrI� SHO. D D IN � RE G ONLY CAN 7 .' T IUCT10^t iF AND 01L dtvD ,-:v BE CCs SUS ED DURING CO .S R As DR17CTED BY THE ENGINEEPo FOR DETAILS OF POST MID BLO 11OUTS SEE SHEET NO.' DL45 FOR DETAILS OF Ra-IL EI EIAFNF. RAIL SPLICE JOINT. AND A550CIATED HARDWARE :NEE '.HEFT NUS Ut 01 NN'D 5G1.02. RAIL EL-MF.,VTS ARE FUP,NIwHED SHOP CURVED FOR RAGA BETWEEN 5 FEET AND. 1!30 FEET. ALL GUARDRAIL POSTS SHALL FIE SET PLUMB. P(�,$T SHALL NOT BE SET 1117H A VAAIA710N OF MORE THAAt /�' PER FOOT FROM VERTICAL. V! BEAM, BLOCKOUTS, AND POSTS SHALL BE SET k44 ALIGNED MTI9wT: ALTERA710o tali FORrkE, A.' PER 5ECTIUN 905 OF THE 'SPECIFICATIONS, ALL GR 2 4 2A RAE SHALL DE ,MA1NT4JNEC AT A HEIGHT OF 1.t77<'CR MIN `l'Si'a` 4dAX AS Id Ei"SVRED .PER STVIDrRD GR-INS, ALL: W-9EA44 RAILS SH -L BE LAPPE.7 IN THE DIRE:QTa-4 OF VEHICULAR TRAVEL FOR THE FINISHEDRQAQWAY.. THE OPTIONAL GR-2A METHODS OF NESTING TF:E RAIL OR USE OF APd ADDITIONAL RAL ON THE Li Ais.Y. OP THE. POST FOR STANDARD GH-2.A allALL BE .APPRO14EFJ ffT' THE FNOINEER PRIOR TO Ihr5TALLATION. II II L.j Ij 1I Gi 2 A PosT SPA^IhG) MAX OTNA Ir rJEFLECTION SPECIFICATION S15 a OPTIONAL GR-2A YETHOD x Uf Tlc;,AL ,N-2A METHOD USING NE3TFD HAIL USING AIDDITIQl4AL RAIL ON' UALK" OF POST WF-E=4 NESTED RAIL OR-GDITIC NAL RAIL IS PLACED ON JACK: OF POST FOR rA-2A THE P?ST SP-ING WILL BE 6'-_V FLARE RATES DESIGN ' SPEED- INSIDE SHY LINE HEYiONU SHY.. LIV E YFH SHY HNE LS FLARE RATE FLARE RA.rE' 7U .9' 3o-I t5j1.. fiCl 8' 26z4 W^ l *. 50 6.5' 2111 Tilt + 30 A' T3.1 7.1 +k * 3uM1abr] AEI.' M:AAiMtUM h LFYlC i A I' FUR SE 11 F?1110 BARRIER SY`aTE1:95. XVDOT A, tGPY tiP THE Of311*01- 5E LEU ON13 SIGNED DHAWINC I', ON FILE IN THE CENTRAL OFFICE. ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL SHEETT I OF REVISION (RATE (STRONG POST SYSTEM) STEM r(il.,1d C8/IJ. VIRCINIA, DEPARTMENT OF .TH-N3SP*RTATIL "21 505 .,. WASHER GAN Tt' OCL7 'tik, _- _a a 11' HALE w °�ALV, STEEL SOD COWON OAL „ SEE PIOTE 5- - TREATED PINE DLOCK TREATED a „FIJTHERMi rloaE:-•-�"`-� '`°�.:... 'cs 6x5 WOOD POST THE CRT POST IS FOR L-E WITH. THE STANDARD &R ID TYPE [)IOP. VOHERE SPECIFIED BY THE EN'GII'4EER IN THE PLANS. IA i HOLE*'" s � ki&'�V-2`x TREATED �d-6"xFi"-a1'--2'•. t- WINE BLxG'K OR TREATED Pl,,Z .� ... RECYCLED ,MATERIAL, REK ON CYCLED MAT..T:t. L dill WIDE BLOCKOUT FOR USE WHEN REPAIRIND DNAAd�D GtUARDRAJL CQNTAIFIIN* STEEL ULOCKGUTS. e BLOGI{JLJT ECIR MAINTENANCE REPAIR ONLY 4 -� I *" LESS ti I. THO-1- a K a x_x TREATEDD, I �ll IrRas..a. PINE BLOCK; 4 P+`1,ST 11 POST .� GUA3DRA11 4" WIDE 'BLOCKOUT Ka 6111HIED DETAIL ;A J POT VAY HF HUT ROLLED CH _Y .{ OFIED. I GUARDRAJL INSTALLATION ATI bN HOLES SITES REQUIRING LONGER t it GUARDRAIL POSTS T II r II z1O.:I�".YJLT I--.. I; ALL gesL"TS. 4VitT 5. IYA HERS, AN OTHER TREATER RUdE u If NUT BLOCK OR STEEL ITEInS ARE TO BE GALVAVILEG_ RECYCLED G 1A.XTERIAL Y 2, C TERNATE TYPE POSTS AND BLACKOUT MAY ` p DE IATERCF! NGED OAT A!!"d ONE PROJECT'"WITH 11- WSAQ.5. OR THE RESTRICTION THAT JHE SANE TYPE OF _ POST AND 13LOCKCIVT" Ri � DS7 $E UGEP} IN ANY f SINGLETKUrt QF GUMDrs4L, II ce O'PTIC,NAL HOLE 3- FOR DETAILS OF CUARLIRAIL ELEMENT SPLICE II TO FACILITATE ,IClNT, HARDWARE, ETC. SEE SHEET NOS.59hol GALYaANIZIFa,,` AND 501.1)2. A, DRIVE R;JL,tiH BOTH SIDES 't11IHIN 2" OF THE II A''• TOW ON B6TTCV OF HLOCK€7UT AFTER J9 + 19 BOLT 15 INSTALLED. ED. i`t'i Ca„ AND BR"f'KETE TO BE Ya" UfA: CRT POST STEEL POST IIF I FAT1041 A COPYCF'THE GHIORIA"L j1ALE1 AND 51Gh*ti➢ 011411ING 1S ON FILE IN THE CENTRAL CFFICE,: E STANDARD BLOCKED -GUT W-BEAM GUARDRAIL 23 (STRONG POST SYSTEM, POST AND BLOCK01UT DETAILS) 505 `IRG!NI.A UEPART`dENT IF TRAN.PQRTPATION V L-) :, I ROAa AND 8RI11GE STANDARDS N 15104 DATE 5HFET _2 CF :2 C11¢. 301-05 410 405 400 395 390 385 380 375 1 TRAVELWAY B PLAN 30 0 C1 2 SCALE: 1 "=30' Scale: 1 "=3 ! TRAVELWAY- �I 37' PRIVATE IPNTERPARCEL � _ __- co _ CONNEC11ON _. r 15 MPH DESIGN SPEED_ _ ,. AADT=2300 16-311Y HORIZONTAL 1s-9(' VERTICAL .N _..»w»._._� _._..-_.._..,�.�.r:...___..�__._�f�VI--EEEV:-3i#2:30•..W._�,..-�__�_._�.,,.�...�._._...._ed_w�,_W.._._.�._..._....�...,.-._...�..�._. ....._.�,..�.,.�..�_,.�-_�._,.�...._._. _.W._�..........��.,_.�..�-_�...�.�.�...�._.. 01-0 Co f o..0 ,•,.<c>•�3.st,�_ 4' _ 15 00 �__..� � W.,�,�.�.� l/al4W _.�.� �.��..._,d �.� ..p.�._ _ �»w.�,._.�.�_��...._..Y .._.__-��o �_..__,.mb._._..�. ,w�.-._._..�..� .��._.�.��._..�, Wit- sa_ r z z1 > ....._, ,..,v.......�,..-..... �.: �} _ °zoo-' .._._ ,n....._ ....,m -- .w ..... A...,�. ,. m..o..,.w_,.o.a..w........_..,._......._.,.m.._...-... n.._�...__,,.�.,_....___.,�,......_..�.��ydW�,�.._.w...�..-..»<.�..<.� �.� (.......-.._........_p.,,,._.__w...._._........_.�.... .vmw..W.W ..._._..u..._.. _...,-_.W....,......_.. �,�...__ I 2 n 370 10+00 370 365 360 355 350 345 10+50 2 TRAVELWAY B PROFILE C1 2 HORIZ: 1 "=30' VERT: 1'=10' W R4,111 �- �_ .. -- F JACK-ANU_BCRE_77 LF 17 s _ MIN we1z.J .. . XTERIOR -ZINC �. __.. _a -_ z._c ,._, 'Tp .._.� I. _. D; -MORTAR-UME _ ._CQATED-CLASa-52 DIP-WATERUNE e z 10+50 11+00 11+50 6- CL L F- I- Of Q V7 d- CL WATERLINE PROFILE: ROUTE 20 CROSSING HORIZ: 1 "= VERT: 1 '=10' 370 365 360 355 350 345 yo 12+00' i i f r i 30 60 90 410 405 400 395 390 385 380 375 II I CG-12 11 I CG-12 I I 45 DOWELS, 8" LONG A PERMISSIBLE AT 12" C-C r°rj CONSTRUCTION 5' MIN_ JCINT 12:1 MAX 1211 MAX B 2' -.6- _�� B T Ns RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 20 .1 4B, : 1 MA, �2'MIW- SECTION A -A _-PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE: SHEET 1OF 4, TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 @ 4 8 t2 5 10 15 6 14 15 �= 8 2 4 0 = CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE_ SPE CC-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 PERMISSIBLE A CONSTRUCTION *5 DOWELS, 8" LONG JOINT 0 12" G-C 4'g MIN. T 8 R M 1 MAX B TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS TYPICAL DESIGN 4'-0" BACK OF CURS 12.1 MAX. 48:1 MAX. 20:1 SECTION A -A I' 2' MERkm•{ ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERA- NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. A 4 SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL `l BE PROVIDED WITHIN =al THE MARKED CROSSWALK AREA. x ITT =0 Ir V U V) Cn CnOSSW �K CI TYPICAL PLACEMENT OSSWAJ TYPIC/ AT INTERSECTION DIAGONAL VARIATION AT IN1 WITHIN CROSSWALK WITHIN (WITH THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANOMNG (46" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SPECMTO FIEFEFUM CG-12 DETECTABLE WARNING SURFACE 05 TYPE A (PERPENDICULAR)APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION ALTERATIONS GENERAL NOTES: t THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO E CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY E USED WITH THE APPROVAL OF THE ENGINEER. TYPE A J. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAW FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ppµ 5. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED 1' CENTER TO CENTER ALONG 1 BOTH SIDES COVERFTHFI RAMP FLOOR, ► ID -DEPTH OF RAMP FLOOR. MINIMUM 12�1 l2'- 6- ARE INCLUDED IN PAYMENFORPCUTRANSITIONS B / CURB AND GUTTER 0 CURB RAMPS TYPE B 7. CURB RAGS 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 EXISTINNG PROPOSED. OR AS SHOWN ON PLC OR�AS DST IRECTED THEHENGINEER.AANDD SHOULD NOT tE LOCATED REHM VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRIWTS, DROP INLETS. ETC. ACCESSIBLEROUTES PROVIDE A DP4TINUDUS g UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL •fir( - ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5� XX AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANCEWIL SECTIONS PROVIDED THAT AT )K . 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENNG 5 PERPENDICULAR TO THE CURB. AT ,SAS 6S TOP OF CURB 9. U� CQN7CRETE ALK IS 4" K. (HEN THIS ENTRANCE RADII CANNOT TYPE C TRAFFFIC�REf�ff{TTd ST BARD COG 13, COTSEORCIAL ENTRA,TE-E HE (HEAVY PARALLEL &PERPENDICULAR TRUCK TRAFFIG)FOR CONCRETE DEPTH- M NT JO, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH. TPi MINIMUM WIDTH SMALL E THE WIPTM OF THE SHARD USE PATH 1r".01. 6" - 2.4" - TRUNCATED DOES O 0 0 00 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0- .4, O O OO OOOOOOOq' 0 00 00000000.2" 0 0 0 0 0 a 0 0 0 02 50X - 65f. OF BASE D1AMIETER 0 00 00 000001 : 0.6" - 1.4" VARIABLE BASE DINER 4'H�N6JUM. �I -PAY UMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL } OF 4 SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE V.7/05 REV 7/05 GENERAL NOTES aD2 203.06 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION it CG-12 A I PERM1S51BLE GONST, gi,' MIN. JOINT I A T SEECATED SHEETIOF�4 FOR DETAILS TANGENT PLAN STD. CG-2 2'-0" 5'-0" BACK OF CURB- 12 = i 48: 1 X. 20 .1 '4� 1 4 - 2' AN. SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT IvIPIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 S 2 5 2 3 5 3 3 6 4 4 B 5 5 1D 6 7 14 7 13 15 8 15 t5 NOTE-, THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. � u V) rn 0 V� 11 If 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. 5` *)K 2" ' AT )K , 2" HIGHER THAN EDGE OF PAVEMENT AT*X, 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-3 CG-�12 DETECTABLE WARNING SURFACE SERE PEW 7/D5 REV.7/05 TYPE C (PARALLEL PERPENDICULAR) APPLICATION ;DG LRE203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION302 Gg-)t DI 3A, 3B,.3C EXPANSION KEYED FOR DETALS OF INLET JOINT COAST. BARS D cr APPROACH v unn,cinu ,nin,r i'-i(}" �c � 1 x I I Ate- -STREET ,-PROACH SAME SURFAC]NG (RADIUS YO BE AS I I AS MAINLINE ROADWAY (SEE NOTE 3) 5HOWU-ONiPLA�NS) - _ 1RADIUS To BE A5 SHOWN ON PLA sl GE¢~<iERAt NOTES 1. W t N USED IN CON.P.Nd(;TION WITH STPNOA CC-3 OR CG-7, THE CURBAC FE ON TK'S STAID 5 74 E ADJUSTED To MATCH TIC MO'JNTAIN_E CURB CU-2 OR CC-6 NO PL` 1)..:. CONFEGLsNAT10N i SIDEWALK. 2. SEE STANOARD CG•12 FOR CURB RAM I D€' iGN TO BE USED WITH THIS STANDARD_ SEE - STAriD_A_F,D IC-2. BAR G`; WARPED .3I' 7;•: �.• GU TER4.BARS C SUBBASE c HARDWARE � BAR -- ARS F , CLOTH C zWEEP E + SEE NOTEI n i.; d L. FSEE v+ r og 6 II II BPR F EBAR A / STEPS.`SE`'. NOTE SIT a TKNAI, UNPAVED SPATE A NOTE 5 1 3. MAINLINE PAVOJENT SS A3 L BE CDNSTtdUOTE t TCA THE BARS D FA E OF CURB I u L(7Yt LbNE T R/ Y 1 Y S R E STAWL AT1ON c, I I GUTTER 6 2'-8'• B.. 4 6 UNE (.EXCEPT Al uUEC ADc L r CRAGI. CONTROL JOINT ...._.. -. _.... .. _. .. .,, , .,-;- K NTR TNT R G I•(af3 H dE P VEiNT YAHh�f1 0+4h' 13E C�CO GL JJ u E._aUxRE MA L)h A _. OM .TEED �i..TtPE NTRAM .1: € _ CE 2 0 3•_0.1. JOINT L I JOINT 1C7N PLAN SECTION A�A JOINT 4. RADIAL CUR8 OR COMBINATION CURE6 1h'D G?DTTER 6' MIN. m... �.:� .. 'MIN. NOTE. WIDTH "0" 2'-0" OR AS t4l MA#NL�`*IE ROADWAY EXC L FOR BE CLALEJRUCTEi) PURPOSES, 'T1� R/Yi LIPS 1 ' MA'. SHOWW ON TYPICAL SECTION � EXCEPT FOR RsPLAI EMEN! PU€RP{TS S. � A 0' MAX, KEYED rONST. O1NT . A L-VARIABLE - MAX, 20' 2'-10" 2" WARPED 2•_0'r 8, �,_6,. 8„I 3' 0,. 2„ GUTTER PLAN VIE' ENTRANCE MOTES I I I I ("B Bags A GUTTER 5. WHEN THE ENTRANCE RADR CANNOT ACCOMMODATE TRr_ TUx2+eYN0- REOUIREMENTIS OF ANTICIPATED `r�VY TRUCK MAM-INE. ROADWAY SLOPE TRAFFIG,. Tilet�DEPTH FOR Siurw&i(& Wo RATS ) _ - - - - - - - - - - - - - - -l'-� 10' PARABOLIL'- CURVE tEt&3RANC£ ONLY) WITHB N THEN ,,,bSTrS OF THE RA68;SHOUtO B RS G _ _ _ _ INCREASED TO 7". S-REIE CG-13) \ . "` I -A EDGE OF PAVEMENT DR 8% MAX D BARS F BARS E f N O'T Ofilt FLOW' LINE LOPE CHANGE _Q 6 PLA4JS ARE.'14 INDICATE WHEN CONSTRUCTION OF A:FLOW B m (SEE L1 Z REQUkTO TO PROVIDE POS€TINE DTRAANt14 ACr,021S I *3" DIAMETER SARI E - " - .� -•- NOTE-71 TF G¢1TRr1NCE. �l ff i WEEP HOLE FRONT ELEVATION BARS Fri I g BARS B hhr !� Dx MAX. D 7. THE DE51fRAT3LE AND MA)slidUYri ENTRANCE GRACE CHAIACEs L - - - (GUTTER REMOVED) tfa" 111E CHANG"D" ARE LISTED IN THE AL? OWAIi ENTRANec C,RADE D, TAIR F, THESE VALUES- ARE NOT APPLICABLE TO STREET E C?OPvNECT1ONS. 8.. � {-t� 5>:I/a" 9EPIT PLATE-�EE = SECTION B"B 5'M31.- 2tYMIPtt,11)rtt FOR COMMERCIAL EBIM41 �ae� ` - lNTERSECTION NOTES 84 WHEN CG-11 IS USED FOR STREET Ct 44ECDONS. TLC TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CC-7 STADARDS, L2/2"X2'/z"XI/,I' CCNSTRL`CT GRADE CHANGES WITH A PARABOLIC CURVE_ CONNECTION I UE DESIGNED IN ACCORPAN' Ey YiNTH � GALVANIZED AASWO POLICY -AtO THE APPLICABLE W`9L�REMENTS TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 $ CG-6 STANDARDS, TYPE A OF T14E VDOT ROAD DE-51GH nIFUAL, CL°JDING STOPPING TYPE B /2" X 4" STUD SHEAR CONNECTOR WELDED SECTION A A SIGHT CNS 44CE AND K VAi ERE iREOtiRF}/cMiTS. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT 2'C-C. 9. CCPT*U& FLOWLENE MAY REQUIRE WARPING OF A CONNECTORS AND IS TO BE ANCHORED WITH /z' X 4" STUD SHEAR NOSE DETAILS YIELDED TO BENT PLATE AT 2'C-C. 14, PORTION OF INTERSECTION. PROVIDE POSkTI'1� ORPF74AGL' ACROSS THE TERSECTITtON: �APPR,PAVEMENT L -- DI-3A DI-39 L DI-3C L WARPED PAVEMENT ALLOWABLE ENTRANCE GRADECHANGES CLANS AJ SHIS.) V" cONEICRE'1E 502 SECTION C-'C NOTE: A"GI ABLE ENTN METHOD � p� �^ �y :A'PILCABLE TO (YiE 01 OF 1 ERE T ENT (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) VIRGINIA DFPARTww -or TRM5PoRTA.TICd4 ENTN VICE VOLW& ("WE CHANCE D" DE50 L€ MAXINIUM F$nrli MORE r41M 15W VP5 Ox 3.A. hi OiUfbl AO T")3C0 Y D _S3 x 69 IOW L aS 11(A}hi 5O0 VPD T £ fix = ( FLOW FLOW I FLOW t'"D° 1 1 ) DETAIL WHEN USED FOR USE ON GRADES ADJACENT T€? CURB PILE a .NO'T FOR USE IN SAGS WITHOUT GUTTER 'ABLE I BOTH SIDES TO BE SYMMETRICAL T ���O� STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARD .REFERENCE ] AID BRIDGE STANDARDS 7N DATE 5H ET 1 OF i SHEET 1 OF 2 REVISION DATE 12" - 30" PIPET MAXIMUM DEPTH (H) 8' 233 08/10 VIRGINIA DEPARfMEN-1 OF TRANSPORTATION 302 203 44 t04.09 2" OF SM-9.5A SUPERPAVE 0000Qo000o000000 6" - VDOT #21A BASESTONE n n n II COMPACTED SUBGRADE MIN. CBR=10 TO BE FIELD VERIFIED PAVEMENT SECTION FOR PARKING LOT Not To Scale 2" OF SM-9.5A SUPERPAVE 5" - ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 QQQQQQQQQQ� QQQQQ� Ar 8 - VDOT #21A BASESTONE II IIIIII COMPACTED SUBGRADE MIN. CBR=10 TO BE FIELD VERIFIED PAVEMENT SECTION FOR PANTOPS CORNER WAY Not To Scale 2" OF SM-9.5A SUPERPAVE ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 000°o°ogo°ono°o°c g°° - VDOT #21A BASESTONE IIIIIIIIIIII-I I�~� COMPACTED SUBGRADE MIN. CBR=10 TO BE FIELD VERIFIED PAVEMENT SECTION FOR ROAD B Not To Scale 3,, 5" 2„ R h1i. 3" h.. •- RR - b • Q. SEE NOTE 4 }a • p. 1a. SURFACE BASE SUBBASE 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. CURB HAVING A RADIUS OF 3OU FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS OUCH AS 3" COINCIDE �1�I1143" DEPTH) OR INCREASED AS MUCH AS Y' (19" DEPTH) 97H TTHE OP OAT F A COURSES OBOTTOM F 7 iE PAVE SUBSTRUCTURE. IN THEYPRICEHBID IS TO BE MADE FOR A DECREASE ADJUSTMENT 9N MINT INCREASE IN DEPTH, 5. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-7 AS SHOWN IN APPENDIX A OF THE VDOT ROM DESIGN MANUAL. 6. +N}TiEN THIS STANIDARD IS TO TI�EDD IVTQ ;EXISTyJjG 101011 THE CH TANGGEE IN ASNT IANDMI MAJEEAM7 REGULA2� OPENINGS_ STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 8" VDOT 21 A Compacted Stone Under Curb SFECGICArM IiEFEE+F7lCE 105 502 CG-6 NOTES( 1. THIS ITEM MAY BE PRECAST OR CAST. IN PLACE. E CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & CUTTER HAVING A RADIUS OF 300 FEET OR LESS CALONG FACE OF CURBS SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND OUT BALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION 4" " R DOFF THHESIGN VOOTPEED AS ROAD DESIGNWN IN MANU APPENDIX . A i • A 6" , P A P a P A © a d A . P P • P P " P P A P ' P. P ' i - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED 6" 2'-0" PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 8" VDOT 21A Compacted Stone Under Curb 1G5N`E COMBINATION 6" CURB GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 11 GxG KEY SECTICDN v• .n a 4 ♦ : - a4 00o0000Q00o0o00UC oC) C) �ono�o o�o� I 4" - 3,000 PSI CONCRETE 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION C1 Not To Scale 6" - 31000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR `10 0Q0 0oQOQO00 0. #4 BARS AT 12" O.C. rn0nn n 4" COMPACTED VDOT #21A -II-III I COMPACTED SUBGRADE TO BE FIELD VERIFIED � DUMPSTER PAD DETAIL 13 / Not To Scale TPEATED WOOD GATES FINISH TO MATCH BLDGS E STONE STONE #4 0 @ I G" O.C_ #4 0 @ 30" 0, C, 3 0J c) 1 2" O_C. ,L � - -C i =_ 6' h _ 7 7717 IN. 12' -G" BOLL ARD �'I I r I I I I I k I I I B L-1 4 x 4 STEEL COLUMN Q DUMPSTER PAD SEE DETAIL ABOVE I ® � ®E I I' ELEVATION DLJMPSTEFS PLAN NOTE: Dumpster detail to be modified to fit existing Configuration, Dumpster to retain general dimensions, material, and no less than 6' height. (��DUMPSTER ENCLOSURE DETAIL 4„ RADIUS A 7'%2 Q 15" 'v • SURF) 18" NN MAX. Q v BASE SPECMATrA 1?Ft'EfC'dCE 105 502 R SEE NOTE 4 p _ 6„ CG-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4009 PSI IF PRECAST. 3. CURB FACE OFHAVING URB) RADIUS E PAID FOR AS ORADIAL CURB, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" E(15" DEPTH) OR INCREASED p MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB ILL COINCIDE H THE TOP OF A COURSE OF THE P ENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO E 18" AS SHOWN.NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5.CG-2 IS TO BE USED ON ROADHt��jIyi".AyYYyS �4�NIEETING THE G-6 AS APPENDIXEAA OFFOR THEV DOT ROID0f5ESlGtT MANUAL. SURFACE BASE SUBBASE 8" VDOT 21 A Compacted Stone Under Curb STANDARD C" CURD VIRGINIA DEPARTMENT OF TRANSPORTA7ION V. 9/ 06 2Q1.01 410 405 400 395 390 385 380 375 370 365 360 355 350 345 340 10+00 10+50 11+00 11+50 12+00 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE \\�°�>` EXISTIIJC SANITARY ON CONCRETE BLOCKS ; SEWER PIPE DOGHOUSE OPENING SHALL MIN. 12" CLEARANCE BE PREFORMED BY a BETWEEN EXISTING PIPE MANUFACTURER OR m-% AND STONE BEDDING SAW CUT TO FIT FIT PIPE ... { OUTSIDE DIAMATER {R PLUS 6 . ' 12" THICK VDOT • No. 68 STONE BEDDING S 8'X8'X16' AND SOLID CONCRETE BLOCKS CENTER WEARISC WALL (4 EDOGHOUSE MANHOLE BASE MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-1-A ��' WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE \ WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL OF S 1RUCRJRE BEE YOND BASE .+S` BEFORE FILLING THE OPENING OF ••_. \- NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 44 12' MIN. CAST -IN PLACE +- 3.000 PSI CONCRETE BASE FOUNDATION SECTION VIEW N OTES: 1_ CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2, POUR A SHELF TO -THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND. THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al TD-26 1 § E 1 - - - of ' s _ o s c.) _ ,._ . _ - _.____ _.,_. _,_�_ _ ___ ,_ ._.._ _.__._ r t .._ _.-_. _ ._.w _ __. _ ._._-__.._.._,..__.___. _ _ __ _w_-_,�.•vr_., _.. _�__ �._ ,_._...___,_..-._sue.. _ :,_.._,...,.. _ _ __. _.._. ___-_ ,_W.m__._.. _ .. ._ ._..__.__ .�._....�. » _ ,,.. _ _.._ ..- �-______ ..._....m __ _ r_ AFN 7 LL . o z 0 s f�, CT J �- NEW v l r 3.5 ®_EC . Q I ' L4'� TrsLc s It T c:l .w — s a w as.5�1--I_ 8 5 17� 26 - - --1 ---- ---- -- - -— - --- - — 12+5U 13+00 13+50 14+UU 14+50 SANITARY SEWER PROFILE: 1 A-5B HORIZ: 1"=30' VERT: 1'=10' JUNCTION BOXE5, TRANSFORMER PADS, PEDESTALS, ETC. — SHALL NOT BE LOCATED WITHIN THE RIGHT ❑F WAY. VARIES lG'±_ WATER SEWER s � o � rtc LUCATION OF UTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS; WATER ❑R SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER ❑P SE4lER EASEMENT SHOULD BE AT 90° TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 TD-1 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (GROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0,2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR. SEWER SERVICE CONNECTION SHALL BE 21% (1/4" PER FOOT ) ��\ C1 4. ALL SEWER LATERALS SHAD_ HAVE A MINIMUM COVER 2' MIN DIAMETER OF'. 17, 5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF — MAIN LINE SERVICE LATERAL SEC TION 45'0' 0" IN LINE WYE-TEE PLAIN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. 5-2 TD-33 IN FRAME & COVER (SEE FIG. S—I—D,E) G) z CA , in CJ 15+UU (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. O U 1 �, [25rnrn] 16+00 2" (51 mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2" [38mm] (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1 /2" DIA 1 1 /2" [699rnm] [38mm] 26 1/4" DIA 7" �— [667mm] `i [178mm] 1 1/2" 26" DIA [38mm] 90 [660mm] Y4L 1/4" (6mm) DIA 3 1/8- 24" DIA NEOPRENE GASKET [79mm] [6fl6mm] 28 7/16" DIA I 5/6' f [722mm] "-I [16mm] 23" DIA [584mm] 36" DIA 25" DIA [914mm] [635mrn] O.D. OF GASKET GROOVE FRAME SECTION SECTION STREET SURFACE OR NON —PAVED AREA SLOPED AREA �f 1'—O" MAX f : 2'-0" , RUBBER COATED STEEL I STEPS CAST IN PLACE — 3'-0" MIfJ PRECAST REINFORCED 1 CONCRETE SECTIONS 12MIN 110" RING SEALS 4 16" MAX MINIMUM ELEVATION E DIFFERENCE ACROSS M.H. 5" 4'-0„ 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING SEWER. A FILLETED INVERT FOR A SMOOTH a ° d` .6 12 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON —EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE —Ifs! N.T.S FIG. S-I-A TD-25 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' IMIN 2" Fl_FABL F CONNECTION —` NOTE: WITH STAINLESS STEEL �� ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE Ld CONNECTION " BOOT " INSTALLED BRANCH J TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S-1-B TD-27 16+50 17+00 410 405 400 395 390 385 380 375 370 365 360 355 350 345 17+40 NOTE: MIN. 60' DIAMETER MANHOLE REQUIRE➢. ;UP MANNULE PVC CROSS „rti USE APPROVEll FLEXIBLE RUBBER — GASKETED 0 .2 3T0P COUPLING 1 E� ._` I .,E UftUP PIPE �- PIPE STRAPS (STAINLESS STEEL) SPACED EVERY _ 2' VERTICALLY I� C —90° RESTRAINJED BEND C,'. f:i"'. p a rirn o� C MAIN V q V a SEWER PIPE PLAN PROFILE \, MIN: 6' BEDDING WITH NO. GB STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILI BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GA5i(ET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. A. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. G. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM Y2" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S- 1-C2 TD-30 REMAINING BACKFILL SHALL NOT CDNTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL# 8"Iv11N (6" LIFTS) EMBEDMENT* THOROUGHLY COMPACTED T BY HAND OR APPROVED SPRING LINE MECHANICAL TAMPER OF PIPE l �1 HAUNCHING NO. 68 STONE BEDDING 6" max 4" rnin FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFII LED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NCI. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALT BE INSTALLED ON A MINIMUM 6" BEDDING OF N0. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. 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X b-,--- C�_ - L) .- 71D�' , I" ­_ __= I- - �_ I - � - __ / _____ ---" I ' m- --- IADPE­Q�A- a - -i- - t --- -- - _E1 . 54x65 :9- __"6 , I— . - - -7--C� '­4'=_­ __v_________, ---- . - ________l_T-j . 57-STON II`+._98_ ­__­ OMPACTED--,-,---- I ;--N0T9t-SE&-RLAN---- - _v1Ew_1_fI�NTI0m*_ - _==s,I=w-E09==_= _= � ­1.w a)-----/---- - 10 - ____ --,-="-- =-----.,---",------.-_-_-..n_.--n-.-.-,,.-.,,ILL.--,--.-.--,-.-----,�---�-L--l.--NOT-ALLL-A'CCESS--------- _­_ 4LjD­­1 -­­1-1­-1-­.--­­---- --,--ADDI-TIONAL-DE,-TAIL-.------- -1,---/---­ _-_ . - -:71 - - < , - �­71------ - cn---. - �_ - ----------_______'D , -,---,--" _______­ 9 - I __-D >.,-.Q- ____ __________________-1__. - =__ 7___RmR5__sffw_7___ �� __ � - �=� 7-----,= ------'- I— ------ ­___,___> __ '------.-'--'--- -'- 11_____iK. _____ K--> ___RE1___ -.- ------.- _____________ ­-­----TOTAL-AGCE-SS----- - ________.,__, ------,----- _____RISERS- REQUIRED-.—- __ __(D Ex.20.7AJtt N - -..---L---- ___._ ___ __ ,----- ----,-------- ___,:� _Ez4-- 0 O6--------+---­--- --- ___ '_______,_ ---------- _Q) - ,t jt-v C E57 ::7 _,;�, -------I------ I"_1____-____T__,____ ____ - .__ ___ ------------ _____,_______ ______________ , ----------- nrZ) __________r_= __�__ _=1 ___Q_ '=) __0 ____ K - ,,,, --------- - __ ->--------- __ i�;� ______ - ------- - - ­ - ____ ­ ,.----------. ---.---------, ---"---,------- ---------"- ---------,- __.______.__,__ >� ­> L__kL­ __ Z-,-- _,_,_,_______f__1___11=_ _____________ ----------------I 15+ &O 1 cr+ 00 1 U+bu I 11+00 11+50 �STORM SEWER PROFILE: Al-A4 HORIZ: 1"=30' VERT: 1'=10' 385 380 375 370 NE 365 360 & SIDES IN FILTER R DETAIL 355 350 345 340 335 330 395 390 385 380 375 370 365 360 355 350 r 17+ff __ �� 5 BARS a all G-C TYPI 05 BARS /If-# g B. C-C TYP - _,�_ --v , . _"� .� . I 1_5 ;11 , _�, SHAPE TO ELEVATION 1; . � OF MID-PONT OF A - I ��,_, LARGEST PIPE. . . I SHAPE TO I L_ .� CONTOUR I I 1�11 , OF PIPE I I �, I ;�, , I I , ---.. I �, I I I 11 ��_; , ! � 1�. - - . - I 11-� � .. ! "I'll . �' I i * I . � � I . wmmm;vAdf Rwmm_ - 111, - - iffim Q .,­ 1- _ md �� . M 2m am . . ?. ,it;' - .;. - . , . :., .... r- A a � . . - B . . i f- .? - .1 t -A .... . ..* __T�,_ . . w - :. .. j!'­... " . . .. . IL - I - . >�,_; ­ :.- . : I I , "_�SLOPE STRUCTURE SIZE AM PLAN WALL THICKNESS VARIES PLAN ;. . . I',-, � . � ­� � � I --I TO BRAN TO INVERT OF OUTLET PIPE I � . SECTION A -A , - '. .., .. 7�7 . �'. -; �!. !.. . TRANSITION BETWEEN PPE DIAMETERS WHEN T IN DROP INLETS ..* ... = ... 1. 4 .. . . . - I 1. .,. 4. . . . . . - . - � * .. , . '... .6!6`_�4-__6* N_", ..". � � . , . - - ­.. 1_ I .. I - �:. DIFFERENT SIZES OF ' ' _. .1, ... f � PIPES AM ENCOUN'TERED. 4s, - �-; . . . . \-CLASS A3 CONCRETE ' \-ILASS A3 CONCRETE - ' j .. !,�_ I;- . �� I � - . SECTION A -A . � I \ . SECTION 8-13 NOTES; NOTES: SHAPING OF MANHOLE AND INLET NVERTS IN ACCORDANCE WITH .� \ \ \ . .. 1. THE STANDARD SAFETY SLAB ISL-1) 15 TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ifirs DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED 0 N PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF . \ \ 'F- SLOPE TO BRAIN To INVERT or ON THE DRAINAGE SUMMARY SHEET AND/OR TIE DRANAGE DESCRIP L TIOFNOF "TMANSHPOAGM9 OF JUNCTION B DROP INLETS Wrni HEIGHTS GREATER THAN 112 HE STRUCTURE. CUTLET PIPE 80 ,RYAND ADJACENT SLABS SHALL BE WTO 121WIrH NO SAFETY SLAE1 LOCATED WITHIN 6 FEET *6 � OF THE TOP OR BOTTOM OF THE STRUCTIME. SAFETY SLABS SHALL NOT BE LOCATED BELOW MN*jOLE OR DROP INLET IS TO BE: FORMED AND CONSTRUCTED 14 ACCORDANCE WITH APPLICABLE STAMARD OR SPECIAL DRAWING. 'THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A �� , �& . . MY NIUFT PIPE OF 30" DIAMETER OR GWATER, - 2. THE COST Or THE SL-I IS INCLUDED IN THE COSt Or THE STRUCTURE. SEE CAST N PLACE DRAIMISIOS PORTLAND CEMENT CONCRETE W CONFORMING TO CLASS A3 OR CLASS C1, EXCEPT THAT 252 OF COARSE AGGREGATE MAY BE UP TO 4- IN DIAMETER AND CONSIST OF STONE. BROKEN BRICK. . / I ... , �:f :�;, ..., I 1. _�.::; �, I , .. ':;� I .", I . . .. .V! ... 1­. i . , - � . , FOR FURTHER DETAILS J. ACCESS OFENNGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDNOLY. Yp. � 0 5 BARS 9 81 C-C T BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SIM OOTH BY MEANS OF HAND TROWELLM. NONE I I I �.. ::.`-'�:� � , - ., �.. f �, � : -:;;` I : � - _: I , 1, 4. SAFETY SLM MAY BE CAST-iN44-ACE OR PRECAST. CAST-H-PLACE CONCRETE TO BE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. , "' . , I I..... .. .. '. , " , � _., . . . . CL" A3 (30DO PSII. PRECAST COW;RETE IS TO BE A4 (400D PSI). REINFORCING ___ r . . 1 STEEL TO EE IN ACCORDANCE WITH AASHTO M31. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - - - . .. . - . . " 5. AMESS OPENINGS MAY HE 30" OW-FTER OR 30" SQUARE. WI -EN STRUCTURE WIDTH IS INDIVIDUALLY TO BEST FIT THF PARTICULAR INLET AND OUTLET LESS THAN 3011 THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH By 301, LOW). CONFIGURATION MID FLOW LINES. SECTION B-B PLAN TYPICAL PRECAST UNIT T IN MANHOLES XVDO=r HAPING 5PECIFj,ICA110WN I`ENCE XvmT TYPI LAB FOR DROP INLETS, - SPECIFICATION REFERENCE ROM AND BRUCE STANDARDS MANHOLE & INLET INVERTS ROAD AND BRIDGE STMDARDS - SHEET I OF I I REVISION DATE 1 VIRMIA DEPARTMENT OF TRANSPORTATION , :7 � %ON DATE - VIRGINIA DEPARTMENT OF TRANSPORTA74ON - 302 - 106.09 11 1 �0--� , IoVAVC�1\ Y�fo, 45183 1 1 /n lig , 4� �YIQNAL V,��j , HORIZ: 1"=30' VERT: 1'=1 16 GAGE ALUMINIZED STEE WIRE TRASH SCREEN. WEL TO INSIDE OF CMP PIPE! 4. PROP. GRADE ELEV=374.5 ACCESS RISER W. LADDER COMPACTED SOIL BACKFILL CBR=10.0 EX. GRADE US 160 NW FILTER FABRIC (TOP) EX. GRADE --TOP STON€=363.00 - ---- --- ------------------- I 0 R WSE 36 8 7 STONE I �. . � #5 I Y v" Y v. S S % t � R" 1 k S 2' MIN. II 2-YR WSE 361.32 CMP TEE CMP TEE OVERLAP it PER PLAN PER PLAN 96' PERFORATED CMP 96' PERFORATED CMP ( ) 3. 0' 4.0 4.0' LADDER WELDED SPACING (nP') SPACING (TYP•) US 160 NW TO GMP sa ;r LADDER WELDED FILTER FABRIC ; _ u.F : ?_1T 0 CMP PROP. GRADE -ACCESS RISER '-PAVEMENT W. LADDER COMPACTED SOIL BACKFILL CBR=10.0 NOTE: DETENTION PIPES SHALL BE MIN. 16 CAGE ALUMINIZED CORRUGATED PERFORATED STEEL. JOINTS AND RISERS US 160 NW SHALL BE WATERTIGHT. FILTER FABRIC (TOP) TOP STONE=363 0 ---------------- 0----- Tw� ,. 1 7 -CMP TEE PER PLAN -4 0, 96' PERFORATED CMP SPACING (lYP•) (SIDES)5' r t' x : " 4 p INV ELE 354 f �} s i,# . r � `.?,. S_ r v a� 1E INV ELE=354A0 1 a - aka .� . � :•.:. ' 5 .. ` 7 STONE : •„ t : 1 �H(M1' STONE :g , �r .3 57 STONE 1 611 g ='•�� - I 61 - rl'F-T NOTE: FILTER FA SHOULD NOT BRIG BE 2 MIN. OVERLAP PLACED ON TRENCH BOTTOM SOIL SUBGRADE PER UNDERGROUND DETENTION SECTION 4. 0' TRASH SCREEN DETAIL C1 SCALE: 1"=5' 12" WEIR SCALE: 1 "=5' WELD LADDER ONTO BOTH SIDES 100-YR ELE=364.59 - - - - ---------- 10-YR ELE=362.85 - (B) TOP TRASH RACK I 2-YR ELE-359.24 3"x8" ORIFICE" = A) R4.0' TRASH RACK �, "'' - INV ELE=354.00 7" 0 ORIFICE NOTE: WEIR PLATE SHALL BE 14 GAGE PREMANUFACTURED ALUMINIZED STEEL REINFORCED & WELDED TO CMP DETENTION PIPE DETENTION WEIR PLATE DETAIL SCALE: 1 "=5' ELEV=377.5 (HIGH END) 9 f 10 YR WSE 36 .88 - y � 0pp Y C' •� Y . F .� -CMP TEE 2-YR WSE 361.32 PER PLA -4.0' SPACING LADDER WELDED .p� TO CMP 57 STONE Y ::� l 7 STON NOTE: FILTER FABRIC SHOULD N"� .ATE PLACED ON TRENCH BOTTOM „� --- 30" CMP ACCESS RISER er } UPTURNED 8' CAP ELE=366 00 s CMP W. CAP 3.00' I 4.00 ' TOP ELI i� ELBOW JOINT -4.00' / 9' WEIR PLATE 8' CMP 8' CMP i ELBOW INV ELE ADS HP -STORM DETENTION BARREL 1 DETAIL SCALE: 1 "=5' UNDERGROUND DETENTION CONSTRUCTION NOTES: IMPORTANT: THESE NOTES ARE GENERAL INSTRUCTIONS FOR DESIGN AND CONSTRUCTION OF THIS DETENTION SYSTEM. MANUFACTURER'S GUIDELINES SHALL SUPERCEDE THESE NOTES. IF DISCREPANCIES OCCUR BETWEEN THESE NOTES AND MANUFACTURER'S GUIDELINES, CONTACT DESIGN ENGINEER IMMEDIATELY. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL MANUFACTURERS GUIDELINES. CMP DETENTION NOTES: 1. MINIMUM TRENCH WIDTH MUST ALLOW ROOM FOR PROPER COMPACTION OF HAUNCH MATERIALS UNDER THE PIPE. THE TRENCH WIDTH IS THE MINIMUM AMOUNT REQUIRED FOR PROPER INSTALLATION AND TO SUPPORT HORIZONTAL PRESSURE FROM THE PIPE. THE MANUFACTURER'S SUGGESTED MINIMUM VALUE IS: 1.51D + 12". 2. MINIMUM EMBANKMENT WIDTH IN FEET R INITIAL FILL ENVELOPE: 3.OD BUT NO ( ) FOR LESS THAN D + 4'0". 3. FOUNDATION SHALL BE WELL CONSOLIDATED & STABLE, CAPABLE OF SUPPORTING FILL MATERIAL LOAD. 4. OPEN -GRADED GRANULAR BEDDING MATERIAL SHALL BE A RELATIVELY LOOSE MATERIAL THAT IS ROUGHLY SHAPED TO FIT THE BOTTOM OF THE PIPES 4 TO 6 IN DEPTH. SUGGESTED PARTICLE SIZE OF 1 2 CORRUGATION DEPTH 5. PIPEMATERIAL: 14 GAGE ALUMINIZE / " D PERFORATED CORRUGATED STEEL PIPE, 3 x1 CORRUGATIONS OR €QIV. 6. HAUNCH ZONE MATERIAL SHALL BE HANDS SHOVELED OR SLICED H SHOVEL INTO PLACE TO ALLOW FOR PROPER COMPACTION. 7. THE BACKFILL MATERIAL SHALL BE A FREE -DRAINING, ANGULAR, WASHED -STONE PER AASHTO M 43. USE #57 STONE FOR BACKFILL. MATERIAL SHALL BE PLACED IN 12" MAXIMUM LIFTS AND SHALL BE WORKED INTO THE PIPE HAUNCHES BY MEANS OF SHOVEL -SLICING, SODDING, AIR -TAMPER, VIBRATORY PLATE OR OTHER EFFECTIVE METHODS. COMPACTION IS CONSIDERED ADEQUATE WHEN A DENSITY EQUIVALENT TO 90% STANDARD PROCTOR IS ACHIEVED OR WHEN NO FURTHER YIELDING OF THE MATERIAL IS OBSERVED UNDER THE COMPACTOR OR UNDER FOOT. THE PROJECT ENGINEER OR HIS REPRESENTATIVE MUST BE SATISFIED WITH THE LEVEL OF COMPACTION COMPACTION INADEQUATE 0 Q G M N CAN LEAD TO EXCESSIVE PIPE DEFLECTIONS AND SETTLEMENT OF THE SOILS OVER THE SYSTEM. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO -LIFT DIFFERENTIAL BETWEEN THE SIDES OF ANY PIPE IN TH E SYSTEM AT ALL TIMES DURING THE BACKFILL PROCESS BACKFILL LL SHALL BE ADVANCED ALONG THE LENGTH OF THE SYSTEM AT THE SAM E RATE TO AVOID DIFFERENTIAL LOADING ON ANY PIPES IN THE SYSTEM. 8. INITIAL OPEN GRADED GRANULAR BACKFILL ABOVE PIPE MAY INCLUDE ROAD BASE MATERIAL (AND RIGID PAVEMENT IF APPLICABLE). 9. TOTAL HEIGHT OF COMPACTED COVER FOR CONVENTIONAL HIGHWAY LOADS IS MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TOP OF RIGID PAVEMENT. 10.17INAL BACKFILL MATERIAL SELECTION ABOVE THE SPECIFIED STONE LAYER IS COMPACTED SOIL BACKFILL, MIN CBR=10, PER PARKING LOT PAVEMENT DESIGN SECTION IN THE PANTOPS CORNER SITE PLAN. 11. GEOTEXTILE SHALL BE USED AROUND TOP AND SIDES OF STONE BEDDING TO PREVENT SOIL MIGRATION. 12.FOR MULTIPLE BARREL INSTALLATIONS THE RECOMMENDED STANDARD SPACING BETWEEN PARALLEL PIPE RUNS SHALL BE PIPE NIA./2. FOR PIPE DIAMETERS 72" AND LARGER NO LESS THAN 36" SPACING. PROJECT P = SPECIFIC 5 ACING IS DIA/2 48". 13.CONTRACTOR SHALL ENSURE DETENTION PIPES ARE SOILTIGHT AT JOINTS BY UTILIZING GASKET AND HUGGER BANDS. (SEE CMP BAND NOTES) CMP RISER NOTES 1. DELIVERED BAND STYLE AND FASTENER TYPE MAY VARY BY FABRICATION PLANT. 2. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4. 3. BAND MATERIAL AND GAGE TO BE SAME AS RISER MATERIAL. 4. IF RISER HAS A HEIGHT OF COVER OF 10' OR MORE, USE A SLIP JOINT. 5. BANDS ARE NORMALLY FURNISHED AS FOLLOWS: a. 12" THRU 48": 1-PIECE b. 54"+: 2-PIECES 6. ALL RISER JOINT COMPONENTS WILL BE FIELD ASSEMBLED. 7. MANHOLE RISERS IN APPLICATIONS WHERE TRAFFIC LOADS ARE IMPOSED REQUIRE SPECIAL DESIGN CONSIDERATIONS. REFER TO RISER DETAIL. 8. DIMENSIONS SUBJECT TO MANUFACTURING TOLERANCES. 9. PREMANUFACTURED STUB -OUTS FROM THE DETENTION PIPES SHALL BE PROVIDED FOR RISER CONNECTIONS. ALL OTHER RISER JOINTS SHALL BE SOILTIGHT. CMP HUGGER BAND & SLIP JOINT NOTES HUGGER BANDS OR EQUIVALENT SHALL BE USED TO ATTACH SECTIONS OF CMP PIPE. SLIP JOINTS SHALL BE USED TO ATTACH RISER SECTIONS WITH A TOTAL HEIGHT >- 10'. BAND MATERIALS SHALL BE 14 GAGE ALUMINIZED STEEL OR EQUIVALENT PER MANUFACTURERS RECOMMENDATION. 1. BANDS SHALL BE SHAPED TO MATCH THE PIPE. 2. BANDS ARE NORMALLY FURNISHED AS FOLLOWS: a.12" THRU 48": 1-PIECE b. 54"+: 2-PIECES 3. BAND FASTENERS SHALL BE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS. 4. ALL CMP IS REROLLED TO HAVE ANNULAR END CORRUGATIONS OF 2-2/3"x1/2" PER MANUFACTURE RECOMMENDATION. 5. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. 6. O-RING GASKETS SHALL BE USED FOR RISER CONNECTIONS. FLAT CASKETS SHALL BE USED FOR CMP DETENTION PIPE CONNECTIONS. ACCESS RISER W. LADDER GRADE �v I y.• 1 U wsy� 2' MIN. OVERLAP �� i\,--US 160 NW 1 1 FIL TER FABRIC I 1 (SIDES) I ELE=3540 0. I 1 77 1 -,r 2' MIN. OVERLAP E MH-1 FRAME & COVER 4" MIN, --I 4" PREMANUFACTURED RISER STUB 00 fl l f j f I 37� 37C 365 355 350 10+00 r FOR THE 5 RISERS IN ASPHALT PARKING I LOT, PROVIDE 5' DIAMETER CONCRETE SUPPORT SLAB 4" THICK, 3000 PSI, PROVIDE MIN 4" GAP FROM TOP OF CONC, TO RISER RIM ELEV. TO ALLOW ASPHALT PAVEMENT COVER. PROVIDE 6" VDOT #21A GRAVEL BASE UNDER CONC. RING. WELD LADDER TO ACCESS RISER. CONTINUE LADDER DOWN TO 8' CMP DETENTION INVERT 30" CMP RISER 8' CMP DETENTION ACCESS RISER DETAIL 16 SCALE: 1 "=5' i CROP PE3h[1c J ,u:.:,.y.,,,..,,.._...e..............e....,.,,.><..���. a.,,..:...�,,.�-�x:,�.>,..::�,..-.,..:«.«,.,...,...,..:..,,�:....,,,..-,».,,,,.u.,...:....�v>w..,r,w..,�.z,R�.o..:,.,....,,.a,,.,•,o.,,.,.::..:.�..,,,•t..,..,.,....:,.,..,.:.,:.><,,.».:. � w Go CD CL -- m c7n au a s ..� w v. rn (SEE DETAIL) GRADE I TOP PIPE TOP STONE FILTER FABRIC 5 y i "'+S""'d'a"L9'� XC t T i 4)e 0 d � d t :§ � a b ,�' d "S � � r.' h ji 4 T �� 5 � �s .g a r � d ,.., >f' �4 ., v a � :..s . • � l y.'3 f"' a N t r 3 pps. a. 8 h ai ',r :. :.�k Y .., r' � { s ggy, 7' { �� 3 4 4 Y9 2 f Y X. S 5 �S E �S ,.. « fit. � S A �. '�', a � 9 'i r t 4� °fay w,.� v._.. v_u.:.«.,ra�.,.. .,. ,..u. ._:a..m :_.v.,av ss.......u...n:v....n,.. "..,.....,... 72.a' jI �>F,•r $ .a. v ,,.�„�u.,�,.�,,,��,:x�,,...�,��..,.mvM....,�,�.,,�...�:�,a. �.,�w,�..-..,�u.m.,.�.,�rz,�,,..�.,w�.m.�.,,�..�.�...,�_ , LF CORRUGATED PERFORATED ,;W..k1UGG€R BAND W,. ,l �. r GASKET AT CMP ' ,�.�,.�,.,�,.H.�,.>.,,�...�....,...,_•.�,,ev.,.�,..�,.,:a, n �� X g a72 -A' �OINT�~-�eacA�noN~ 8 �,. � ALU M I N I ZED CMP TYP. PER MNUFFR. SPECII PROVIDE MIN. 23,625 CF TOTAL (m') t I f s PIPE STORAGE _ Ay ivw'4rt. 1 x �,. -,c r4,. v. i%t fP 4 2 d 9 L {- ��k^ � �,i!". � �.d � 1 ,EFu C,_ f � R NV4 C51) OTTOM � ,.W FY ?l 9 y 4'- S : .3 dv, TONE r✓:. ,,. _,.�..o..-,,.. w.,..a>.,.�.....�. ..�:....,....m-. a.,....n�ssw..�.. f 1 10+50 UNDERGROUND DETENTION TYP. PROFILE SCALE: VERT: 1 "=5' HORIZ: 1 "=10' a t7 D� J Np 4QD tT FTQ q" J ,�+, ao�aT�¢r3¢Qo "a. 9 0'009¢a ° @15"bey$ e�?ue S7 s itifi(Ilt'I7' Ef' New Trash Rack 1" Holes 30% Opening Area n � C, 0 O C '_ 0L>0O i 0 Q C C C' O O n 0: 4 0 n 00 v �i �_ -12" Typ. Front Section 711 0 0 �% co O O U C v' 000v00 r do 12" 6" (A) Bottom Rack (B) Top Rack Side Section Side Section 7 ORIFICE TRASH RACK DETAIL C16 SCALE: 1' 5 TI / fiy4 1 NEV� SWM ESMT '!V / END PROFILE ' / STA. f O+80 0" ACCESS 30" ICESS 4 RLSER / I RISEll M \ l s f- y 'gyp TR >? I \ Sc r,� t �4REL 7 �,.. 4 4Y �r al NOTE: EQUIP ALL l 30" RISERS WITH 1 I LOCKING BOLT LIDS \ /y 6((Ayyrk l� �f A '30=ACCESS' \ \ \ \ RISER .. r . ,..•, ,•. T 3 \ PTi FlLimm It;I w w YWI As p? S - l TRASH y x S R '{SCREEN I{ n v L ry 1 3O" ACCESS RISER I I 1 a s iE f PROFILE A. I0+ LF� ES 1 { y Q .010 1 ~- ! / B1 UNDERGROUND DETENTION PLAN SHALL: 1-"=20 TYPICAL SECTION IDIANGIONS MAY YAi{'f WITH MANIFACTDREWS DESIGN. 0 0 0 r w Nw 375 �z Itz It z --/ W I � t;.i tL z :2 0 2 370 d z 365 a N tV 360 C�7 r J � % z V) �F_ Q 0 W 355 a Q C Z U 350 11 +00 GALVANIZED STEEL STEP sT-1 A4yI�XEId)E 50. RENFUROM ROO ENCIED N A I.LR(D$DIE RESISTANT Rt ER W; 07HER MATERO APFRDVED BY THE PNDMER. tD6fENSION MAY VARY WITH UMLIFAGTURER'S DESIGN) ,. RESISTMT ���' `(CJlO COC!)RDSSIDN I -'F-#4 REIFORCM ROD TYPICAL SECTION E li.L STR.T-S WITH A DTTH OF a IFfST,}ISE NOTED ON THE KRIS E 4Y," FROM INSIDE FILE OF BE e^ Cc. MI&N FD OF 300 FDUHos wHEN F/17L OF THE S''YMRT_ ASLLY ALIGNED AND LF6OWW Y SPACED FOIi11E ENTR tlOEPTH OF FNY STRUC'TLRE-. H PRECAST WT9 STEPS MAY BE CAST IN FLDCE MCRTAGED 9tiD EfIX. PRDY0.s@ BY THE FAE RCATO(R, DR 01SVEN:. * MNA M OF 3' EMBEDMENT STEPS DIFFERNO YI MENSIONS, CCKIOLRATYX,' OR MAT-cRWz FRO M TNOg SHOWN MAY N.SO BE USEo PRDV�lpED THET" MEET THE tANIN I REQUIREMENTS SHOWN EWAE1LYd MD. THE .CONTRACTOR HAS FURNMIED TIE ENCNEER WTTH DETALS MD CE[.iFi DTRIT RFPM 4)F DE IIHE EN SEER FO TE AND HAS OF SI ED WRITTEN /�FRUVAL FROM iNE EN0.'NEER FOR TIE_ lip OF SI1CN StEPS.. .ALL A ES INSTA1Lm +lN.l iN: FRUVIDEQ YRIH SL6t-fE51STP3TT S! rACES WOH AS T.tlr NOT LMATCD TO. COSRUGATED .IMRLED, OR DIMPT.ED SURF L S. 45183 E _kTIONAL lLIMWMJLi sTEPS SHN1 FAHtICATm IN ALCUR0111GE WITH LHATM PBCLR UP TFE S LRCASED N MA9MiT 3iVL BE -F-• I` t��Ly 22% AL DNFED COCOAT@ WITH A 81TUAMOUS. SCEYEHT TYPE ASSTSTCS ---ddd FLU 4LWLW PIpAENTED COATING CCNFOiA,NO To kEDER,t E Tp- sPEc:E TION TQ-C-OC4 O C]y U ALUMINUM STEP �Q 0 U ,FICATRw NVD= STANDARD STEP ROAD "OFmGE5TADARDS YWG,AA DrPARTMENi OF TRFtEPORTATIOH 11111111 DATE 9fET t OF I �117 8 MIN. LADDER STEP DIMENSION "q`i "Q" � 1 � NTS 24'S cn �2 w �r�r ID(DC)� C:) C:> (D [14 N N CV N I l ¢ N N T� LO CD 00 N N I Cd C > .- > r... oo c n .- Ii Standard Hardware AMBIL (Typ.) ELEVATION VIEW 316" Neoprene Gasket (24" Wide) 2,4" (�� u Lai 0 COD V �ro ff E i LL I ) i R i I L I i p� Z 24" Wide Bard Standard Hardware (Typ SECTION VIEW 1a U CMP HUGG ER BAND DETAIL ui C1 SCALE: 1 "=5' I f a�4 \�Y TOP VIEW 11 CMP SLIP JOINT DETAIL �Nolr' File ti 1 of 20 C 16 SCALE: 1"=5' ��� ?�k I ��� 12.025 METER SIZE DIMENSION DIMEN STUN DIMEiJSEON A H C 1 1/2, 3'1" TO' 3'8' a' 3'1' S'p' 318' 3" S' MIN. 1D' MIN. ' MIN, 4" 51 MIN. 12' MIN 61 MIN, GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. SIDE VIEW WATER VArRI F`, LAME 13OX TO IOETER BOX ('EE FIG: ilYiT e, f N%.J FITTIt4G ._ ----- ., DIP RESTRAINED -JOIMT FITTINGS COPPER 4" PLUG THREADED FOP, 2" r0�,?I TdESSI N FITTING" B ( NOTES. GATE VALVE WIH- BF 4'' UNLE;S 0THERWJSE SPECIFIED.9Y THE ACSt` DOOR HINGES F - - - - - - - - �� - - - - • SERVICE LINE TO CONNECTAT MAIN WITH JC W TEE 3 REFER YO FIG- V FOR,THRUST EL= DEFAI! ; ON TEE.: I � J5' DIAMETER DRILLE➢ 1 - r LIZ FOP TOUCH READ • REFER TO FIG. W-5 FOR THRUST BLOCX UErA1L3ANO DEYT'ri OF COVER ON GATE VALVE I UIT\\ * NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT_ USE PLASTIC SHEETIFiGAs T[7P VIEW PROTECTION FOR BOETS- C I I USE 2540P.5.1.COI I 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH LIFT HANDLE I----------------- 24' X 36' ALUMIIJUM ACCESS HATCH TYPICAL METER VAULT N.T,S. FIG, W-7A TD-14 LARGE METER SERVI�C'�E LINE F'TT' FIG: W-o1 TTD-1 n - a� a ' c 4) �- 6" MIN. S" MIN. q (22.5" FOR COMPOUND METER) a 60" 44" MIN. e. • (22.5' FOR COMPOUND METER) 16 MIN. 37" MIN. IFtis 12' MIN. WBNGNUT LOCKI14G ASSEMBLY 11 3YPAS5 NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C cOMPFE .,Ksi - 3/4' TOLE PIrE''=PLINf; rrh SFtPri2EE E=7U$l. ! rti E:'K A 1� Use [d, ATT cHin JluLE FAMILY f[ A ncFr�T, I SbF 1 0 D4 L sir I, NIIxL k.,3 IhFl^vATl a! _.,1r,Ei, 4 "-INVAI`:TEE / - N` 1� f T q ri 105hEATE9 FI'TiR,Cs i{JAL SERVICE 1` L'C1tF sph x -314` ?x1. s FWE :LJPUr,'9 } Cif AFFA rEn EJJAL - 1 T'PE.K.. f „� SG*T; vCPr•Erco �Kb:LD FGK )1 tE7 rlg3 Jd LIt F iI Y nE"J1=tJnAL `zE' 7 YAIEFE Ati IFti,ICA11G:1 METER IS hDI P-sC.i_ED. SIN LE SERVICE NO IZ rI 51iALL, eE u*,+j) t rm w , PIPE c:sr I�DII urz _ FINERED GMADE: gqFitE �, I I I : ��•a d5" tINLET .T aun ter}' -I - 1EIT trlrJ �.._ .� IIi .✓-ie�1W'CY.t?nGxV Sia? yX'- ` -` -EftI K AS "AND 0 LI • V . fJfj 3'a.( .i`lh =E f: i"_, rx c.. " E1ER _ I I .J�€,E-..3 F 4 �L .� ySR:t. VS`.F;C. , •. 4 - E ,C T.. .T-1ti£- O E C-AE �r.�iT. aDa. nn sYsr�-E:AT[ TYPICAL ERVICE LATERAL 1 Wv5TALL ATIti. N (5 f 8" & 'I" N. I ETER S) NTS FC- W-6,A 7C-10. COVER LIFT FIOTCH 12 3/H" WATER L CAST IRON LID !I NOTES: (1) A 1-3/4" DIAMETER HOLE 15 REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 AIR RELEASE VALVE BRASS OR BRONZE PIPE - DRAIN TO GRADE IF POSSIBLE, BRICK SUPPORTS OR SOLID CEMENT BLOCKS `-TYPE "K" SOFT COPPER CORPORATION STOP NISHED GRADE BRONZE GATE VALVE SHED STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. F F" SMALLER F R W R f�A.R.V.I T FOR R 2 0 AT_ LI L� THAN 12" USE �, 1" A AND F T INGS O WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS INHERE THE A.R.V. ASSEMBLYCANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST Otd ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE - SOIL MIN INITIAL BACKFILL Mlly MIN. #68 STONE ?ANULAR FILL AS O ' APPROVED BY ACSA CK' Z STABLE SOIL OR ROCKS 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 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILL E THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIiJ (270') 2' r0 10' 18"-22" 7 CU. FT. �VAL4E BOX 968 STONE 42"MIN / �; 5" GATE "' a VALVE B„ x 6., TEE 2500 P.5.1. CONCRETE + BASE AND THRUST BLOCK AGAINST - UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL UNDISTURBED EARTH 2 - 3/4" DIA ALL -THREAD RODS,-__.-_- VALVE 24" MIN UNDISTURBED N.T.S. FIG. W-4 ASTM A3G AND HEX NUT ASTM A588 (TYP) UNDISTURBED SOIL (TYP) -WATER MAIN EARTH-1 'f LAN r'.^ •`'] CLASS A-3 CONCRETE MIN 8" UNDISTURBED EARJR ELEVATION SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR "HALL ENSURE THAT THE COLLAR BEARS AGAINST UNDIS'PJRBED 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 f- PLACE 5 GAL1,SN12ED ' VWT`'e " POST VdIH ( AF P 1 ENDS AIriTED BLUE I ' REIAOTE AREAS AS DIL;ECTEI) MARKER LOCATION MAY BE SUBJECT F TO HICHWAY DEPARTMENT ,APPROVAL, FINISHED GRADE -,- I II ADJUSTABLE TRAFFIC RA7ED I VALVE BOX W/ LED Li �t r= _-- � GATE VALV-1 It/+ YfATER -1 H h I I III H h. LINE l l t` 13 �t• S F 2500- CONCRETE f� A� s� 2 x 2' REARING AREA THRUST BLOCK .-., a .. 4 ?, a w A NOTE IN RDAOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) I VGHE} A3OV'E GPADE. TYPICAL LATE VALVE NTS FIG- W; -5 Tf--T FOR ALL BENDS s MIN r max 45 )7 PLUG z l i I FOR TEE OR WYE FITTINGS WIDEN TRENCH TO el ACCOMMODATE \ ANCHOR IF REQUIRED, M J � BEDDING AS REQUIRED r LUb L IN T �'. i PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 225 2.50 0.15 11 1 /4 1.50 2.OD 2.50 0.10 90 3.66 3.16 3.21 0.48 8„ 45 2.06 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 C83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4-00 2.53 0.52 22 1/2 2.33 2.55 2.85 0.24 11 I /4 1.63 2.33 2.84 0.18 THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANCES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. USE 2500 P.S.I. CONCRETE. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 �L ROADWAY I R o n =1 c m PAVEMENT '.�I _- -f COATED STEEL BAND OR STAINLESS 42" MIN. 0,25" MIN. THICKNESS 42 STEEL CASING INSULATORS MIN, STEEL CASING 12 CONCRETE FILL BOTH ENDS tD I I I FU I 2'-0 OR 8' I 7' OR �3' 2 - � -II-.� �� UCTILE IRON PIPE I 18' OR 20' JOINT ❑F DA, RESTRAINED JOINTS) �1 NOTE' 1_ STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2, ENDS ❑F CASING CAN BE SEALED USING A PULL-❑N END SEAL GASKET IN LIEU ❑F C❑NCRETE FILL, 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERP❑INT OF PIPE J❑INT, WATER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG. W-10 370 365 360 355 350 345 340 II ! +W+ i U)7 ® o OD�I/v i a I Cy oa �' Ju El > ,-v mT a) N Ul ,i 1 .. T O ` 0 -U J cn I l Cn 00 I I I I + I I I I I I t I I I } I � I 94 d Imo. 420 415 410 405 400 395 390 J ' I , I l if I f r I / 565' SIGHT DISTANCE LEFT i � I t RICHMOND ROAD, VARIABLE, WIDTH ROW„ AADT=40,000 � � SPEED LIMIT: 45 MPH (D.B.1416-492,D.B.1135-622,D.B.341-591, D.8.229-567,�WY.P.B.Xl l-121, HWY.P.B.XI-120 THRU 124,& HWY.P.B.II-14) I 1 1 50 0 50 100 150 ROUTE 250 SIGHT DISTANCE LEFT Sale: 1"=50' C� SCALE: 1"=50' 4BJ€CT=.,S.._.__...�.._...a�...�.._. I � HEI.GHT..-.OF w_ I_ __._ . a _» .ra w. � ._» _».w _EX .. . GR I)E ". _ _ .._. _..... w , IUt3U IItUU 11+3U IZtUU 1Lt3U 1J+UU IJ+3U 14+UU 2 RTE 250 SDL PROFILE C8 FIORIZ: 1"=50' VERT: 1'=10' E LIMIT, 35 Y MPH XI 0 50 100 150 3 ROUTE 20 SIGHT DISTANCE (-,g SCALE: 1"=50' Scale: 1"=50' 14+3U 1-tl+UU 15+5U 420 415 410 405 400 395 390 16+(i[85 ' Il VI 4� `-'— L� ._�.. EI: H�--OF Dt��0 w.�HE�IGHT �N T.1.f.�t 1 LL�.....�� �... a .�u�Tv ���.,,�„�.�,� ,�..0 v�,_.�_ �..� u.v.�.Nw. w,..u.��,�, �,.�y.,.�.., r �,� ..,.�..u.,w�,.�..,..�.n.� Y�,.� ► I I` "Coo IVTJV IITVV IITJV ILTVV ILTJV IJtUII IJ+3U 14tUU 14+3U 13+UU 13+3U 1btUU 4 RTE 20 SIGHT DISTANCE PROFILE �8 HORIZ: 1 "=50' VERT: 1'=10' l b+3[t 1 /+UU 1 l+3U 113+U0 1 8+50 19+00 19+51 Zo.45183 4"", 7- In bt� o Work Beyond the Shoulder Operation (Figure TTC-1.1) Project Narrative Phase 1 shall include all work that can be completed on the Pantops Corner site without encroaching on the shoulder. Phase 2 shall include all work on the Pantops Corner site that requires shutting down the shoulder. Phase 3 shall include all work on the Pantops Corner site that requires shutting down a lane of traffic. Site Notes: 1. Signs W20-1, W9-3R, W9-2L, W4-2R, and G20-2(V) shall be mounted on posts. 2. All striping shall be painted within 24 hours of laying new pavement. 3. During Phase 2, the contractor shall maintain 11' travel lanes in both directions. 4. If edge lines are removed, a temporary edge line shall be installed. TMP General Notes 1. It is not the intent of this plan to enumerate every detail which must be considered in the construction of each stage but only to show the general features necessary to provide for proper handling of traffic. The construction techniques ultimately used by the Contractor are to be reviewed by the Engineer. The Contractor shall submit traffic control plans not expressly outlined in the Virginia Work Area Protection Manual for approval at least 30 days prior to performing the work. No deviations from the plans will be allowed without prior approval from the Engineer. 2. The phases in this sequence of construction shall be followed unless the contractor submits an alternate sequence and secures the approval of the engineer for a sequence which will both expedite construction and lessen the effect of such construction upon the traveling public. Portions of roadways in the different phases may be constructed provided they do not interfere with existing traffic flow and/or do not cause any delay in project completion. 3. Under no circumstances will concurrent construction left and right of any lane be allowed unless otherwise directed by the Engineer or shown on these plans. 4. All work is to be performed in accordance with the 2009 MUTCD, the Virginia supplement to the MUTCD, the 2011 Virginia Work Area Protection Manual (latest revision), 2007 Road and Bridge Specifications, 2008 Virginia Road and Bridge Standards, and as directed by the Engineer. MOT PLAN FOR PANTOPS • t Implementation Procedures 5. At the end of each day no more than 2 inches grade difference between travel lanes will be allowed during construction of the proposed roadway. 6. The clear zone is to be free of stored materials and parked equipment. See the Maintenance of Traffic Typical Sections for the required clear zone. Also, horizontal and vertical sight distances shall not be impacted by parked construction equipment. 7. All areas excavated below pavement surfaces at the conclusion of each workday shall be backfilled with aggregate base material to form an approximate 6:1 wedge against the existing pavement surface for the safety and protection of vehicular traffic as outlined within Appendix A of the Va. WAPM 2011 (latest revision). All costs for furnishing, placing, maintaining, and removing the 6:1 wedge shall be included in the price bid for other items in the contract and no additional compensation will be allowed. 8. Existing pedestrian access shall be maintained during construction. If existing condition cannot be maintained a pedestrian diversion or detour shall be installed meeting ADA requirements. 9. The contractor shall provide temporary drainage as required to prevent ponding of the water on the roadway and adjacent properties. Any temporary drainage on the project is the contractor's responsibility. The cost to install temporary drainage structures is to be included in the price bid for other items in the contract and no other compensation will be allowed. 10. The contractor shall maintain a minimum of 2 lanes 11 ft. wide, with the exception of pavement overlay operations. All lane closures to be proceeded by variable message sign notification of closure. When one lane of traffic is maintained, said lane is to be 14 ft. wide, including gutterpan. 11. All travel lanes shall be asphalt throughout construction unless otherwise approved by the Engineer. 12. Only uniformed law enforcement officers are allowed to directed traffic through an operating signal (see section 46.2-834 of Highway Laws of Virginia). Flaggers do not have the authority and shall not direct traffic through a signalized intersection. 13. When proceeding from one phase of construction to another phase, any existing or construction pavement markings that conflict with the new traffic pattern shall be eradicated and re -striped accordingly. 14. The contractor shall be responsible for maintaining any existing signs, unless otherwise advised by VDOT Engineer to remove or relocate. 15. Existing signs no longer applicable or in conflict with intended traffic control shall be removed or covered with opaque material. All other signs are to be maintained. 16. The contractor shall submit a Traffic Control Plan to the engineer for approval prior to the beginning of each phase. The Traffic Control Plan shall show all necessary traffic control devices, including signs, pavement markings and channeling devices. Public Communications Plans and Transportation Operations Plan Notes Each lane closure will be governed by the times established by the Regional Traffic Engineer and the Traffic Operations Center as shown within the contract. The contractor and VDOT are to coordinate in notifying the public of proposed Lane Closures. The process developed by the Traffic operations Center for this purpose is as follows: a. Contractor submits to the Project Manager or Designee planned lane closures for the following week by 3 P.M. on Tuesday. b. Project Manager or Designee submits planned lane closures for the upcoming week using the Lane Closure Form. This form is to be submitted to the Traffic Operations Center and the Culpeper District Public Affairs office by Noon on Wednesday for the following week. c. Traffic Operations Center is to review the planned lane closure schedule and return it to the Project Manager or Designee by 9 A.M. Friday. d: Contractor to update the Project Manager or Designee of planned lane closures a minimum of 24 hours in advance of proposed lane closure as previously scheduled. e. Project Manager or Designee to advise Regional Operations Maintenance Manager of proposed lane closure. Project Manager or Designee to have VA -Traffic operator enter data in VA -Traffic and to update the Traffic Operations Center daily during lane closures activities. f. The Culpeper District Public Affairs Office will use various media publications to announce planned lane closures. g. The contractor shall contact Traffic Operations center, (540) 332-9500, when lane closures will be placed and once they are removed. The process to notify the Regional Traffic Operations Center to place lane closure information on the 511 system and VOIS will be: a. Contractor to advise VDOT project inspector and/or Construction Manager of planned lane closures a minimum of 24 hours in advance of proposed lane closure. b. Construction Manager to advise Residency Maintenance Manager of proposed lane closure. Maint. Mgr. to have VOIS operator enter data into VOIS and also advise Smart Traffic Cneter. The following is a list of local emergency contact agencies that shall be posted in clear sight in case of emergencies: Virginia State Police (varies by project location), 911 Center - 911, Hoz-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) Dennis Seale (VDOT) 434-531-2877 Project Manager (Construction Manager) Dino Goodman (Site Contractor) 540-872-5105 Area Construction Engineer Adam Moore (VDOT) 434-422-9782 Residency Administrator Joel DeNunzio 434-531-2846 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 tfaffie 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 'I'raffle Control IYor t beyond the Shtxrcfder Operation (Fi i tare TTC-I. 1) NOTE (-,tlddance 1. The nziniintattl dislance behreen the sir and chock vehicle should he 730 �4 gflt"1' on Litnited Access highways., and on all other rvadit ztys, 5 1 400 where the posted speers lirttit t`� ,greraier than 45 n1ph, aural 50'- 5I' 0' I here €Jte pasted speed limited ly 45 mph car less- f' . Lon: 2- Lhe RQ.AD WORK AHEAD ( 20-l)sign may' be replaced with, Miler n2ropriate signs -uch as the StIOULDE WORK (W21-5) sign. 'file Sl QULDER WORK slo'l may be. used for up I€ adjacent to the sh€ruldfr- 3- The ROAD WORK AHEAD sure nmy be orn.itted where the. Avork space is behind a barrier- more than feet behind vertical curb (Standard C_r-2 and CG-6) on urban roadivau°s- or outside of tht-clear zorte for all other roadways. For clew zone. valims see Page A-=4 o1=Appendix .A- 4, for short-term short duration or mabiile of ratio -A all sitans and chamefizinL, devices may be used_ tandarrn • 5. Vehicle hazard warnhig signals shunt not be used instead of the vellkle's high -intensity amber mutating,, flashjug, asciHating lights. Neehiirle hazard warning signals can, be used to supplem.rtnt high -intensity amber rotating, flasbing, or oscillating lights. G. If the work spare is in the median of a divided highway, an advance warning sign shall allsit be placed on the left side of the directional roadway. Typical Traffic Co ttrol Shautdet Clositte with Barrier Operation (Figure TT£•-L1) �1[}T) 5 Uutdance_ 1. .Sign spw6ng Avuld be 1300-1500` (err Linute-d Access hiolnrnys- Far all oily r roadways, the sign spacing should be 500-800' where the pasted speed lirnil is greater than 45 aaph, and 350'-500' where the posted speed limit is 45 tnph or less. Standard: 2. On. divided highways having a median wider than if', right and left cigar assemblies shall he required. 3. Groralr � clrs♦raneliuug devise spseiug shall lee nt the follusvnl;z Location Posted speed Lrrnit [-ph) 0-35 1 3s+ Yransakm spacing 217 �' �'` 41Y Travel !_Laaan. diY 8V 4- The cidirmium length for a shoulder taper shall be Mlt':s un Uirdled Access highways:, and'!, L for all other roadways (see Note 7 of'r C-5 for values of L). s. Barrier transition slope raiin shah be as follows: Spsad Limit (rnph) slope Ratio Speed Llrell {mph} I slope Ratio speed Liffilt . (mphl Slope Ratio 70 221 55 1711 40 13:1 - fi5 2h9 50 iB:t 85 it:t 60 t 1 A 141 530 l61" When the barrier transition slope is on a horizontal aliguruent, the total offset shall be prorated around the curve in lien of a straight-line slope. 6. End treatmeut of a barrier in urderorpreferencP: a. Where giturdrail rusts, attach to barrier with appropriate fixed object attaechnrent. b. Where cut slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (gee Figure 3 on Page A- 4 in Appendix A for clear zone values). d. When barrier end is inside the established cigar zone, attgnuutor service Type I or Type 11 shall be used. Contact LSD Standar"Special Design Section for approvej sttenuators. 7. Barrier panels 8 inches in width and 12 inches in height shall be platted on top of the concrete barrier and spaced 90' on centers along the parallel or tangent sections and 4W on centers along the transition or toper sections. Reflecturized surface shall be fluorescent orange prismatic lens sheeting. The Eight at the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the road+fay sball he a Type B flushing light Barrier dell seaters shau be installed olGag the traffic side of the concrete barriers in-between and at the same spacing as the barrier panels approximately 21 inches up from the roadway surface. Option: !l; The barrier shown in thin typical application is an exomple of Qrie methed that may be, used to close a shoulder of a l ang-term project. 9. The MGM SHOULDER CLOSED M21-5alt! scan may be dirninated from all roadwa,ws exeepl Limited Access biorwav& Guidance: 10- if drivers ctannat see a pull-offrarea be}Ytnd the closed sleoulAw. information r egraro'er g- the length of the shoulder closure shall be. provided infeet or vul s, as appropriate_ 11_ An eme aency pull-qif area should be prosid.d per Stcliun 6G.18 and Tempvreny Trcr,(fic Control Figure ITC-8. h Revision t - vin015 Typical Traffic Control # etude Lane L. a t! Opera dom an a Fearer -Lute Roadwity g4ptre TTC-11j.1) Standard: 1. On divided highways ha-ving a median wider than 3% right and left sign assemblies shall be required. 1Ldimce_ s- Sign spacial;& shaidd be 1300'_15" for DMiied Access For all riigte€ dr- sign spcx:9r sImId be JOV-600' rviity' pcasfe spae fititil is g ecder tkm 45 mpr, =d 33t - JP' st hePe #%posted speed fmit is 45 nph orAns. 3: Ca7e s},rruld be ea_ercised w ieai e5yablkldv tip Rmil; of The work Zone to insure itmitaawn prissi&£e si r'rt ciistrtrrce in ct hence oftie _ia'icA besqd on dos posted speed a`ioilt ek 1=1 equ-nf to 3r ev er tlxat ilic ucifttes rat Tale 6, -J For Liynded lcce,.s ra glhpatts a rnipliitiFurrl of1 09' is c xhred =£: �1lvehicle., etluipnrertt uor��"s, 1 t3n:ir tzeiiviti� sr'iot��e r�tric%�"o r�. si7�`fdie penentrsraa'. Standard. 5. Taper Length (L) and Chary e1Lziug Leave Spatting shall be: Taper Length IL) fSptcd Linrit Lane Width (Feet) (Mph] 9 'l4 11 1 12 25' 1 1'1,. 15 r 30 135 1 Sll 1 &5 139 49 - 24(l 270 295 f 32€l 15 4i> 45i3 495 540 S1J' 45f1 5B{l r r�59 � 600 55 495 650 605 669 ; s}tl �65 W 544 565 600 650 669 j 720 71-5 173u .. 70 65K 799 T79 ] NO A dnirinfrrt taper lengths for i_imiEed Access highways shall be 1000 feet. hr}ultier per = Y L Minimum On road -Nays with paved shtrulders leaving a width of 8 feet or more, charinallzing avices shall be used to close the shoulder In advance of the merging taper to direct vehicular traffic to remain within the travelfil way{ , :err arrow board shall be used when a latrP is closed. 1ru'hen more than one lane is closed, a separate arrow hoard shA he used for- each closed lame (sec Figure TTC-18). 7. The buffer space length Ail) ire shown in Table 6ll-3 on Page 611 ti for the, limied speed lba it. b. A shadow vehicle with either a `type, B or L' arrow board operating in the caution mode, or at least one high intensity amuse• roiati n; 9,04pga (t osdilatrng light shall be parked 3W-120' in athance of the first work ererT. When the posted speed limit is 45 mph or greater, a truck - mounted ate€ituator &hail be toed, 9. Vehicle hazard warning signah shall not be used instead of the vehide's high-inteenmty amber rotating, flashing toscillating lights but can be used to supplement the amber rotating, flashing, oscillating lights. 10. '437ien a side road intersects the highway nidhin the TTC zone, additional TTC dellces &hall be placed as ned. 1: RLTAion I - 4,T2913 MEMENT NOTE -3 89 -1 zo' WORK VEHICLE Shoulder Closure with Barrier Operation (Figure TTC-6.1) VV20-1 SEE NOTES h 2AND 3 020-2 (V) sARRtER r1F.,LlNExroR ISEE NQ rE 7 _ TYPE 13 WARNING LIGHT BARRIER PANEL SEE NOTE 7 RARRI F R DEL rN € kl`0R SEE NOTE 7 SEE NOTE 5 FOR GROUP 2 DEVICE SPACING SEE NOTE 3 - TYPC E7 nVA:rRNING LIGHT GUARDRAIL ' SFF Nvt iTF 9 Outside Lane Closure Operation on a Fore -Lana Roadway (Figure TTC-16.1) SHADOW VEHICI REQUIRED -- (TfM REQUIREMENT FEE NOTE 13) SEE - NOTE 7 SEE NOTE SEE NOTM; - 2 & 3 SEE - NOTE 2 R-'',-47L 9 SEE .. N 49TE. 2 FEE NOTE a r W21-5aR W 16-VPI OP110N'AL (SEE E NOTE 10) W?1.5bR W2a-1 G20-2 (V) 5oa' .+ BD'- 120' ILLUMINATED FLASHING (At,18ER CAVFI()N MOIRE) TYPE B OR C ILLUNUNATED FLASHING AM185.R ftplRs;A'tlti TYPE r $FE NOTES 3 & ,1; SHOULDERTAPER - ,--- SEE NOTE 5 >:. > W9-3R W20-1 - �o, 2 trs 4+10. 5183 m FaLwLrary 20iS ACCW MANAdEMENT EXCE"FON REQUOT;AM-115 =Hi MANAGMENT AIGULAT11ONS 14 vAc av-7s StCTI ON 120 Auhmlftadby� fhoqm 434-2174e140 Addreis: 912 Emt Hkh St Project Name; Pantop!i Curn-er L tntatftw ChMotte5vlfta pts-WRiAort of Project. tunstructfun of a privatv road ae�ving thE FakopS�Corr 2rd4Va10pi0UftL ire a private road ihathas access ta both 11te 20 and, Rfii 250. Exception Requeated fur "Pantops tornar Way' Pareml Entrance on,250 -fatrance- dues not have required 5pa.c1r)4 hum e-kil'It" 4 djaea'at 666dwill ('TW 711,5f) entranelL-�. VOOT Distdttl, Culpepper Am Liand UsO F.MineaC Adam Wore Ilium: J11.tulmAtthk fam. aod iaoyLotaLbmcni,-,,w�,gawntdmDbIT$c,�V3Ama LaindrU!�e 4n&hWA_M (4saff imtjlm =0tAftAeVL7tt1—am fordamikenOw and aorAp0an "quest M&W procam 131.Attich nauwarytafmiliti Um movW qu 9 $1 - are e ( . 141t 1ra h t*q-v1rWAo ded-slan onthe requedwIllbe based anVOOT T. Ihg LD-449 Do, Ip Wi�Vur funm for Outgo standa 5gle,a the Excoplidit(sj Ofing Requested El Exception to the shared commercial re.ritrance requirement. (Acton M, 120 C2) Reason for exenptloa: IL ki speiamento share Me entrange coulid not he reachied with EJAR"hgd, Writt _en eVldianca th4o4joining property qwner will norihi-are El a.,physiul ranWalfit&t LaMraphy, adjacent hftardauslenJ use, Weam, watlaiW, other. Februaly 2015 Exceptionto the tommardal entrance "I od be locaWd within the ftiactionial area of an (UNMalon rati4irement, (-Sm- ftW, 41km Wdati IM C, 1, AppwW k- F, A&WOFM MwwW) AltaC a knte(SeWJVJJ:and VMU heik A traffic arWfnae-r1n_X study docurnandrig that the aparatiann th Tafsty W1111 fiat be advaysely Im,am''j. P EXCEPTICiN TO THE SPACI W STANUARDS FOR: near Interchange.ramps (robtas 24 2A),- at - Cotner �c I learance(fisom441. Appendix F, Road Design Manual . I I r I I I ., - I , ­ ' ' __ _ L. A - - 121 UH A STATE-fUGHWAY FLIngdaMl diJ�SJH'CatJ*ftt prjr)t']Pa� Art, ri�'Jj� F-losted speed limit 4s mph Wit AN WERCIFIANUE RAMP (SUbmittal of a tmfff canniflekfing AtudY 164tilred) cuRmR afimANce,(submittal of a tFaffic enginzating, sttWy requfrad) ,Type of tinalenallie-do FuHA,_,rFss[J PwjaWArw_"0 ff"#Vred spating 411tontg-12-5—ft sparing- d1vtance__L0_4ft RWON FOR M(CEPTION! A� To �,a tom-ted on, iRn 01:44r, estab%W 4%lows wrilder-alang a highw" whefe WIMIngspadrig did not meet th, e sundwds p0orto 1/1108 or U11100,19C (ftegtAxtion sediort i�erj�f& Pf location, Muck& _e apused entrancelintessect1cm bUt tb, A'P' J#fW qlrMfij dC P44 It, e navkb propeM frontage -to mdet 5"p"IftS Standa NJ, �W not Vant , r1la, foAftkhe* A "Ifilt: spaiinaMns Nwdy d.umm-enting thatJsk tummmovenwn'm at the antraMe not havea L�J AtltaCjjafj�� fJOCQrTJ@ntaEJ0JJ QILCOfKtralrUt Such LM aerial'pboto or wpq,!T i aph C Map, 'kii highw [],Ey.ception to the vehitular connecdon to adjoining undavaluMd propmV 2.0 Reason for ax�eptlutu x phwftal conr"flt5t topegrapiq, Ajacent hunrdous landume, soeatn, weuand, 0,th#r, Specify constmintz Atozhedt Vocu.mantation of cpmtritlat such as aorWphotu artqp9grapWr map., Ll QLTP'�" ACCESS MANAGEMENT EXCEPTION HEQUE57r.- AWE Acass MANAGUEM047 REGULATIONS 24 VAC 30-73 SECTION C. To be located within a, new urbanism. "ad use type development aw�ooz2OC-U) A iaf had-, The deggn of mpliaoteVIA h irAlac5ectitin sthk ftwftue� the devc4upwimt and co D. 1he. proposed entrance meets the stpid womms but does not, meet the sigmlized Intemactian spadngssi2ndard. Theappikartt re4uesb an, exception to the spadho standard, ft"eflowwring 5i'wdyff for I foundabout'and (9) provWes deamm'ntaticin that the propmd,.ftnal will not impad safety and tmffit flow. , t5ptWfi Lao CJSJ 2 Felbruwy 2013 Exceptlanto the cornmardal dedrantt! SMI notha lomted within the finutional area of an Intenection nt. ' 2,0C1;A0pwnd1x-FA&00s ng 3ftAy do #1 opentlan ofthe ikers-action pad public Atftdledt A traffic en&eqA c(I antrng thatthr. safety Will not be adversety Impatted. P - r P ShImpEngineering 06105/201m, TA 101XCEPTIONWTHE PAQ NaARDS FOFL tMall Addre$5-- P116-AW 434-2ZT�5140 MEOW Acldrw�,.' 92-2 East. High 5 t Commercial entrarices/Irdersectlons near InterchaW ramps (tables:0, 24); �Qr Corsiardeatanc-4 ("gore 4-4), AppendixF,'Itua -sign anual -1 fisqueseARP Y D due. M Datel ]M4)1A-' At"'tandUso EngIneer or A44m,,i, t _&ara, P.E. CQnW!JCtkn Ora PIE-Vate tho pardops CurnaT praffars mquIre apjf0te dta I L I foat h t h4s 1401%0060f) two the Exception Rouilest ftm a Am d"Api;"A W Out ME 414 A 9 TUR 4WW' Exrnleptinatte4vieAled f9(Vant0p,%C9rnwrWaV' Full Entrance on20- Entranca does nm,lhave required3pating fibm'"Wing _Rojuentogw DqRler3h1p (TM? 78-S(;) antlrancai vDarobnktt cutm'tpw Area Und Use Engkna�or: Adam Ware fl)' 5__UbM1t t 1�111 I'd rMILAdAny aft'UhIfnarm 1A an* af t'he Lan d' tfia En& " cs� 131, Anadi addfflan:o J nFgfW1q tloqg$ JQ� If at tr2W& Is j W1 FIV= '15 , or WW' U'# the to-44d Dulffn -01 Wo A:W3 VVW to "M for *An -and rdifne 0 drig 90 a iaril, g. n dius, wd 2, diki Alstanm 340 Ilm-ixul-att VVDTw6 Alte for adfitimnal WiFutMoos, We& the-EXCL-PdOnf3l Being Requesftd ApptqvW Is tommmended b"ad on tho cond . Won that tha eAflng northbound right lane rriwga Is "nvedad into a right tum lans� There Is; an J�6103 two way laft Wfn JOEM kn kift Wea moveitnerils into,the F t EA 0 N f 0 R EXC e PTJ 0 N 11 Fitkoptlun ReqUest ArAlon; Apprayp_W_ P"d[n' Re3wn for excwtion' AdWalamfor at Dulaneet. A. To be locatood ort an oldtir, estabilsbed.business corridar atang ahlghw where aKifting spacing did ay Anagremnent tostoretihi4an6ancecould not h4lea4w, with acwi PrQJKrtV'Q.W11br� Navan.(and pu5ittan If Uvftato) 1 11 1 , r'& Pr a ('IttV r U_ Q �C�_ not me thaganda r , 14/j* LJ'Attmhod; Wdttea aviderma that'adjainitho priopeFW uwgur i t ar mot#'. oft* 1 3t) At"nd-- 0 aied aerial 00i u u f coy rW or 14 eA d fying proposed antra nw� fte M-cUmn tatatla n' adjacenthm, Moos land use, stream, Wetland, 0"Mr. &,rd, bUt th2a appfiWnt 13. nd t antmsh pirpptqy fronta", an Osoafy cansutink. 99 tal rneek4pacing g does-nat Want a par -gal 120 C.3�0 AtMthed-_ Ducumanotion of consi:R tnt such as [21A%ftched., A traffic etvInamring stu&j tim-uln afift that I aft tum moMment at the eptranre will riot have a aerj;l ph fijgh�mybfiom"an or Wetys, Luaptrort to the veNcidarconnec0an to adfaining undgyalupa$ pruparty reirAmment- Pkdka 1XICA) r- To be locKed Within a new utbanisro mixed use type duvralopmenti ismfun 12o c-3-di ftej-wn ror exceplJon: -achfth 'The- design of tho dllevalopiT_�' and compliance wl th Intersectibri sight ckstaw� e. AU E] A. Physicol constraInb: ra hy, str [3LS-P6eJfV "e proposw eotftflf�e Meets the slanw Vlarnnts but does not meet the s1paHzed Intersection t re ng Stan dainL 4ard, TheopplIcan qut—ts an eneption to the spati Aturhadt. Dor-umentadan of wrutralnt such as anflall 1*010 or W;"'araptal: -map, or i a idut and PNOdENd'UCOJM� t�Un that th'a PMP05AAPAW to ��'hgkga&A)6T_ M-LnAl- 0. 0. 0 15AI-4114- Rob to rWt WIP, safety and traffiac-ftawi 0eWbn12,GC.,5J 3 ---------- --------------- -- AWtoval IS fflooMiftai-Wed based on 1hat=ndhion Ita! afl Wit In and left out rrmvamants I ara phyAi� Ity restricWd MCI a miWirrium fungih of rfght4pyn We Is 000shucled Wo-tv ihe P*aeYs frantaga to serva tLho plfoperty. JIL IS, jhQ aj'�glhoarof for=&a respWilWhy to aflisum ffinat 11413 d9son, airAmfuily tostrials Mesa v-'W'44ts' I In IRS fatua) tharo Wa do ournaulad kZU6 fij aonultvelth AlhoaitWiR, County pd[ge ft I the onirame 6as not Eiccurriplin fts "e_rn"'"I, 1ho tanlar rnedlah fflial'b" extuo&d an appiruprtale loqth at tha cost at the pruOny ownar and a dillan af 00'941=00 PeMil, Thia 4 consl4tentwith, a2004 study afinoute M recGminandlog wedWi and ctldflftaus Nghl tum ianqs� Dht"_ r] F_ nw,deveh2p;nent'6 2.0 (or additimmJ) entra Fabrmwy 20,15 ncwdaes not meet the spaciftstaridar& butIs necessaq for the struets to be accepted Into the secam dory system an a nanm E]f, Tolbefucated. within ffie-Unftnfa1V00'r, andfa�=*_ V'p_r4VW4cc___ Attachad. Awfal phnto Of mui&ir Td--tihorra rip-d minruf-Amatttw4inn T�%rftf­ It% f, 'A 1A WE 0 0 6 r\ Z N E W Id Z z W W D_ z 0 z 0 M V) Ld T J > T W < 0 J W ff < a) 0 jl�' 7 il� (VI sHrq� "t .45183 In /,K) 'Y,(ONAL S U3 UQ) E 1 0 - U E V) 17- 2 F= — F' .2- 0 "7� L W 0 (D f2 0 0 0 Q CT) 0) C14 C4 fm Q 19 ca�'- (D co C'J ANINNIN Date 12/07 2018 S 1- calu Sheet No. C20 OF20 91\121W�\ File No. 12.025