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Home My WebLink AboutWPO201400019 Plan - E&S WPO VSMP 2015-06-05IT ), oi�,t ServI4 k a ` We thlirity 1, 'Ing CHARLOTTESVILLE, VIRGINIA IVY ROAD - FLORDON WATER CONNECTION PROJECT PREPARED BY: MICHAEL BAKER 272 BENDIX ROAD, VIRGINIA BEACH, JR., INC. SUITE 400 VA 23452 3.3 PROJECT NUMBER 2012 -12 Baker 'A MICHAEL BAKER 272 BENDIX ROAD, VIRGINIA BEACH, JR., INC. SUITE 400 VA 23452 3.3 PROJECT NUMBER 2012 -12 i r � �' • ^ 'f 'f' J � IVY ROAD _ r " }'\ FL01 \ O \ ^ \ OLCf w.._ IN W , v •` ,\ E 3 v PROJECT moo 0 LOCATION f �,• 91 z F if 0 Ld o ,. ,= t '�,•�._ , WIND 0 R ,,' .\{ IV ON DRIVE�j` i- = R3 ^ADv',. r`r ~" , h _.' }t` F� {jfjj yf �,.. /t jJr�i~ . ..... ...........`�... -" J;- " "`,r'`i��'�J'S Ey ,�`" f\ �_,. - "': `\, t j' -! ••. IVY ~Rp •• 4 x �r f \ f , i ! � J,� �]� ��+ ;� ' � ,��,':� \vim,.•' `�,�'• \�`l � ...�� ,. `�.,'O�� ,.'`' �. V, LOCATION MAP SCALE: 1 " = 750' INDEX OF DRAWINGS SHEET TITLE J1 COVER SHEET 20 SHEET LAYOUT, ABBREVIATIONS, LEGEND, AND GENERAL NOTES �3 PLAN & PROFILE — STA. 0 +00 TO STA. 3 +00 ® PLAN & PROFILE — STA. 3 +00 TO STA. 10 +00 O5 PLAN & PROFILE — STA. 10 +00 TO STA. 17 +00 ® PLAN & PROFILE — STA. 17 +00 TO STA. 24 +00 O7 PLAN & PROFILE — STA. 24 +00 TO STA. 30 +20 ® VALVE INSERTION PLANS & DETAILS O9 MISCELLANEOUS DETAILS 10 MISCELLANEOUS DETAILS 11 MISCELLANEOUS DETAILS 12 EROSION AND SEDIMENT CONTROL NOTES & DETAILS 13 LIMITS OF PAVEMENT SURFACE RESTORATION 14 TEMPORARY TRAFFIC CONTROL NOTES AND DETAILS 15 TEMPORARY TRAFFIC CONTROL NOTES AND DETAILS REDUCTION OF LEAD IN DRINKING WATER ACT (effective January 4, 2014) The Contractor shall provide all materials (and certificates of compliance) in accordance with the 2011 Reduction of Lead in Drinking Water Act (Bill S. 3874), which becomes effective January 4, 2014. Under this Act, the Safe Drinking Water Act's definition of the term lead —free has been modified to reduce the maximum lead content permissible for potable water. Source: 1 1 1 1 1 1 1 1 1 1 s3874enr.pdf tjH H OF � SAMUEL MILLER MAGISTERIAL DISTRICT r r RANK VOTAVA TAX MAPS : 05 9 0 5 9A & 0 6 OE 1 034916 APPROVED %J`�ti by the Albemarle County AL Communi=Depogkent Department Date JANUARY 2 015 File 'A ' t� i r � �' • ^ 'f 'f' J � IVY ROAD _ r " }'\ FL01 \ O \ ^ \ OLCf w.._ IN W , v •` ,\ E 3 v PROJECT moo 0 LOCATION f �,• 91 z F if 0 Ld o ,. ,= t '�,•�._ , WIND 0 R ,,' .\{ IV ON DRIVE�j` i- = R3 ^ADv',. r`r ~" , h _.' }t` F� {jfjj yf �,.. /t jJr�i~ . ..... ...........`�... -" J;- " "`,r'`i��'�J'S Ey ,�`" f\ �_,. - "': `\, t j' -! ••. IVY ~Rp •• 4 x �r f \ f , i ! � J,� �]� ��+ ;� ' � ,��,':� \vim,.•' `�,�'• \�`l � ...�� ,. `�.,'O�� ,.'`' �. V, LOCATION MAP SCALE: 1 " = 750' INDEX OF DRAWINGS SHEET TITLE J1 COVER SHEET 20 SHEET LAYOUT, ABBREVIATIONS, LEGEND, AND GENERAL NOTES �3 PLAN & PROFILE — STA. 0 +00 TO STA. 3 +00 ® PLAN & PROFILE — STA. 3 +00 TO STA. 10 +00 O5 PLAN & PROFILE — STA. 10 +00 TO STA. 17 +00 ® PLAN & PROFILE — STA. 17 +00 TO STA. 24 +00 O7 PLAN & PROFILE — STA. 24 +00 TO STA. 30 +20 ® VALVE INSERTION PLANS & DETAILS O9 MISCELLANEOUS DETAILS 10 MISCELLANEOUS DETAILS 11 MISCELLANEOUS DETAILS 12 EROSION AND SEDIMENT CONTROL NOTES & DETAILS 13 LIMITS OF PAVEMENT SURFACE RESTORATION 14 TEMPORARY TRAFFIC CONTROL NOTES AND DETAILS 15 TEMPORARY TRAFFIC CONTROL NOTES AND DETAILS REDUCTION OF LEAD IN DRINKING WATER ACT (effective January 4, 2014) The Contractor shall provide all materials (and certificates of compliance) in accordance with the 2011 Reduction of Lead in Drinking Water Act (Bill S. 3874), which becomes effective January 4, 2014. Under this Act, the Safe Drinking Water Act's definition of the term lead —free has been modified to reduce the maximum lead content permissible for potable water. Source: 1 1 1 1 1 1 1 1 1 1 s3874enr.pdf tjH H OF � SAMUEL MILLER MAGISTERIAL DISTRICT r r RANK VOTAVA TAX MAPS : 05 9 0 5 9A & 0 6 OE 1 034916 APPROVED %J`�ti by the Albemarle County AL Communi=Depogkent Department Date JANUARY 2 015 File GENERAL NOTES: 1. Survey information is based on NAD 1983 Virginia South State Plane Coordinates for horizontal control, and on U.S. Geodetic Survey datum (NAVD88) for vertical control. Elevations are feet above mean sea level. 2. 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. 3. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor C - will be responsible for notifying the proper Service Authority officials at the start of the work. 4. The Contractor shall be responsible for the verification of the location, size and depth of all existing End of Information utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any c discrepancies between the plans and observed field conditions. 5. CONTRACTOR SHALL BE AWARE THAT EXISTING UNDERGROUND UTILITIES MAY EXIST WITHIN THE WORK AREA, Water Manhole 4> Fire Hydrant e WHICH ARE NOT INDICATED ON THE PLANS AND /OR ARE UNMARKED IN THE FIELD. The Contractor shall Water Meter exercise caution during excavations, and use due diligence to protect all utilities and structures from 0 damage at all times. Damage to any existing utilities, structures, poles, guy wires, or other features o shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 6. The Contractor shall be responsible for notifying Miss Utility of Virginia (81 1 or 1- 800 - 552 -7001) ID sufficiently in advance of the start of construction, in accordance with Section 01500 of the Traffic Signal Box Specifications. S05'1 4'53 "W 7. All water mains shall have a minimum of three (3) feet of cover measured from the top of pipe, over 10,000 the centerline of pipe. 84.36 8. All appurtenances (such as valves, blow -offs, hydrants and meter boxes) are to be located outside of 89.75 roadside ditches. N88 *18'06 "E 16. The Contractor shall be responsible for restoring all disturbed areas to their original conditions, unless otherwise indicated on the drawings. 17. The contractor is responsible for all costs and coordination required for all utilities, including overhead utilities, that may interfere with the work specified by the contract documents. The contractor shall comply with the requirements of the Virginia Overhead High Voltage Line Safety Act (Code of Virginia, Sections59.1 -406 Through 59.1 -414) and other applicable State and federal regulations. Any overhead utility conflict resolution (including possible push braces, pole holding, or temporary relocation), as required to complete the project, shall be by the owner of such facilities at the contractor's expense. Prior to beginning construction, the contractor shall identify utilities that may require resolution. The contractor is required to visit the site and note the position of overhead cables, poles, guy wires, and appurtenances prior to submitting their bid. Expenses for utility conflict resolution shall be included in the contractor's bid. At a minimum, The Proposed Water Mains shall not be installed with the edge of trench closer than 5 feet to any existing utility pole, guy wire or guy pole without protecting same. Whenever the Water Main edge of trench is within 5 feet of the utility pole, guy wire or guy pole, the Contractor Shall notify Owner of same and bear the cost for temporary bracing or relocation. 18. The Contractor shall be responsible for removing and replacing existing items, as required to facilitate water main construction, at no additional cost to the Owner. Such items include, but are not limited to: posts, bollards, fences, railings, guardrails, mailboxes, signs, newspaper boxes, property pins, monuments, benchmarks, utility poles, guy wires, pedestals, cabinets, curbs, gutters, driveways, paved flumes or other drainage structures, retaining walls, landscaping, sprinklers, etc. Any items damaged during removal or re- installation shall be replaced with materials of equal or better quality by the Contractor, at no additional cost to the Owner. 19. The Contractor shall safeguard all existing and known property corners, monuments, and marks adjacent but not related to the Work and shall re- establish them if disturbed or destroyed, at no additional cost to the Owner. Any property corners disturbed must be re- established by a Land Surveyor, licensed in the Commonwealth of Virginia. 9. Stations for appurtenances shown on the plans are intended as a guide to show approximate locations. 20. Utility service providers within the project areas may include, but may not be limited to: Valves and fittings may be shifted as approved by the engineer to the closest whole pipe section. Adjusted stationing shall be shown on the as -built drawings. Critical items shall be installed to the - Albemarle County Service Authority exact position as directed by the engineer. Field Contact: Scott Krebelder, 434 -531 -0714, Ext. 146 In the event of damage call 434 -531 -0714, Ext. 146 10. Contractor shall locate all existing water lines and sanitary sewers that will be impacted by construction, and ensure all existing services are re- connected. Field adjustments shall be made for any new appurtenance (such as a bend or a valve) that may be found to be in conflict with existing conditions. 11. Elevations of all utilities are unknown unless indicated with an invert elevation. The Contractor shall confirm existing utility elevations sufficiently in advance of installing proposed water mains, as well as deflect the pipe vertically (as required) in order to provide minimum clearances of 18" for sanitary sewers and 12" for all other utilities, as specified in Albemarle County Service Authority Construction Specifications (latest edition), at no additional cost to the Owner. 12. Trenching for pipe installation shall be in accordance with "Pipeline Trench and Restoration Detail" on Sheet 9. As a part of pavement restoration for the asphalt road, VDOT 21B, the asphalt concrete base course (Type BM), and the asphalt concrete surface course (Type SM) shall be placed over the trench width, extending as shown on either side to create the required bench. Refer to the VDOT Land Use Permit for additional information. 13. Pavement areas outside the areas of construction which are damaged as a result of contractor activities, including but not limited to hauling materials and equipment, shall be restored to the satisfaction of VDOT, at no additional cost to the Owner. 14. The Contractor shall be responsible for maintaining access to all properties; coordinating with all property owners to have pavement edges cleared of all vehicles, as required, in advance of pipe laying operations; and coordinating with all property owners for temporary access interruptions during re- connection. The Contractor may elect to restrict parking on both sides of the road in order to maintain traffic at all times. 15. All flagging operations and appropriate temporary traffic control measures shall be installed and maintained in accordance with the Virginia Work Area Protection Manual, subject to the approval of the VDOT Inspector. Anyone performing flagging operations must be certified, and possess a valid and verifiable certification card with them whenever they are performing flagging operations. Only persons completing approved Work Zone Traffic Control training courses and possessing the appropriate valid and verifiable accreditation card will be permitted to oversee temporary traffic control activities. LEGEND EXISTING STRUCTURES & FEATURES E Electric cry Cable TV W- Water Main - - - - Storm Sewer ,s ^sFre Force Main Over Head Electric FO- Fiber Optic TC Traffic Control T Telephone Unknown --- -- ---- Property Line - Right of Way Line Edge of Pavement -x -x- Fence -------- - - - - -- Minor Contour - - - - - - Major Contour RailRoad Tracks Woods or Tree Line Tree Service Auth4rity - City of Charlottesville (Gas and Water) Field Contacts: Mary Zylowski (Gas) or Jason Payne (Water), 434- 970 -3800 In the event of damage call 434 -970 -3800 - CenturyLink Field Contact: Matt Cowan 434- 572 -8365 In the event of damage call 800 -788 -3600 - Comcast Field Contact: Kevin Inge, 866 - 808 -0099 In the event of damage call 800 - 441 -6917, Option 1 - Dominion Virginia Power Field Contact: Andrew Brooks, 804 - 771 -3655 In the event of damage call 804 - 771 -3655 - Lumos Network Field Contact: Consolidated, 800 - 320 -6144 In the event of damage call 800 - 320 -6144 - Rivanna Water and Sewer Authority Field Contact: Justin Weiler, 434 -977 -2970 In the event of damage call 434 - 977 -2970 21. The Contractor shall trim trees and branches as necessary to complete the work at no additional cost to the owner. PROPOSED STRUCTURES & FEATURES Water Main SF Silt Fence ��-- � -� ° ° - ��- --= - - Water Main (By Others) Silt Fence for Swale Valve Prop. Tree Line Air Release Valve &Assembly Cap Prop. Water Main iP Inlet Protection Fire Hydrant Flushing Hydrant 1" Water Meter and Box Blow -Off Assembly Reducer -E W Cap Existing Water Main Prop. Easement X Tp Tree Protection ® Orange Safety Fence CD Check Dam SURVEY ABBREVIATIONS CUP GuardRail CONC. Concrete Ex. Asphalt Pavement C - Rip -Rap Ditch JL Sign Electric Light Pole End of Information Utility Pole c Traffic Signal Pole q,: Ground Light ® Water Manhole 4> Fire Hydrant e Blow -Off Valve o Water Meter e Water Valve 0 Well o Water Spigot M Irrigation Valves M Electric Box ID Telephone Pedestal ® Traffic Signal Box - City of Charlottesville (Gas and Water) Field Contacts: Mary Zylowski (Gas) or Jason Payne (Water), 434- 970 -3800 In the event of damage call 434 -970 -3800 - CenturyLink Field Contact: Matt Cowan 434- 572 -8365 In the event of damage call 800 -788 -3600 - Comcast Field Contact: Kevin Inge, 866 - 808 -0099 In the event of damage call 800 - 441 -6917, Option 1 - Dominion Virginia Power Field Contact: Andrew Brooks, 804 - 771 -3655 In the event of damage call 804 - 771 -3655 - Lumos Network Field Contact: Consolidated, 800 - 320 -6144 In the event of damage call 800 - 320 -6144 - Rivanna Water and Sewer Authority Field Contact: Justin Weiler, 434 -977 -2970 In the event of damage call 434 - 977 -2970 21. The Contractor shall trim trees and branches as necessary to complete the work at no additional cost to the owner. PROPOSED STRUCTURES & FEATURES Water Main SF Silt Fence ��-- � -� ° ° - ��- --= - - Water Main (By Others) Silt Fence for Swale Valve Prop. Tree Line Air Release Valve &Assembly Cap Prop. Water Main iP Inlet Protection Fire Hydrant Flushing Hydrant 1" Water Meter and Box Blow -Off Assembly Reducer -E W Cap Existing Water Main Prop. Easement X Tp Tree Protection ® Orange Safety Fence CD Check Dam SURVEY ABBREVIATIONS CUP Corrugated Metal Pipe CONC. Concrete D•% Ductile Iron E.P. Edge of Pavement imc Electric EQ1 End of Information FH Fire Hydrant INV Invert RCP Reinforced Concrete Pipe sFM Sanitary Force Main wow Water Meter WV Water Valve TH OF � CHARLES FRANK VOTAVA �oLic. No. 034916�W ONAL FLORDON DRIVE____ f, i 1 11 k t t J t r ,t: f' w _:,, SHEE T NU MBER TYP 'x� OLD BALLARD RD N ._... q- ' J 5 o 1 '110 cn IVY ROAD FJ .r , r r SHEET LAYOUT SCALE: 1 " = 500' CURVE DELTA C -1 14'56'16" C -2 02'49'43" C -3 01'07'19" C -4 01'44'11" C -5 01'08'41" C -6 01'44'51" C -7 00'28'60" C -8 11'10'44" C -9 11'10'44" C -10 S83'06'32 "W 03'00'00" SURVEY CONTROL CURVE DATA TAN (FT.) RADIUS (FT.) ARC (FT.) CHORD (FT.) CHORD BEARING EASTING 65.55 500 130.36 129.99 S06'03'21 "E PC 19.75 800 39.50 39.49 S79'57'1 7"W PT -3 10.77 1,100 21.54 21.54 S81'55'48 "W 14 +34.62 11.87 1,100 23.73 23.73 S83'06'32 "W 3,906,887.53 10.99 1,100 21.98 21.98 S84'1 7'58 "W 11,466,544.36 30.50 2,000 61.00 61.00 S05'1 4'53 "W PT 42.18 10,000 84.36 84.36 S85'52'02 "E 45.02 460 89.75 89.61 N88 *18'06 "E PT -9 45.02 460 89.75 89.61 N88 *18'06 "E 10 +11.12 13.09 500 26.18 26.18 S87'36'32 "E SURVEY CONTROL COORDINATES RADIUS PT. COORDINATE LISTING NORTHING EASTING 3907133.77 POINT NUMBER WATER MAIN STATION COORDINATE LISTING NORTHING EASTING BOP 1 PT -1 -0 +05.00 3,907,196.67 11,466,789.16 PC PT -2 0 +50.59 3,907,146.10 11,466,787.79 END PT -3 1+80.94 3,907,087.78 11,466,789.76 PT PT -18 14 +34.62 3,906,451.53 11,465,983.90 BOP2 /PC PT -4 4 +63.07 3,906,887.53 11,466,583.24 PT PT -5 5 +02.57 3,906,880.64 11,466,544.36 PC PT -6 5 +76.66 3,906,869.52 11)466,471.10 PT PT -7 5 +98.20 3,906,866.50 11,466,449.78 PC PT -8 6 +70.27 3,906,857.08 11,466,378.32 PT PT -9 6 +94.01 3,906,854.23 11,466,354.76 PC PT -10 10 +11.12 3,906,819.58 11,466,039.54 PT PT -11 10 +33.10 3,906,817.40 11,466,017.68 ANG PT PT -12 10 +57.99 3,906,815.18 11,465,992.89 ANG PT PT -13 10 +66.16 3,906,808.90 11)465,987.65 ANG PT PT -14 1 11+70.761 3,906,709.08 1 11,46 RADIUS PT. COORDINATE LISTING NORTHING EASTING 3907133.77 11467287.64 3907671.58 11466424.30 39 079 57.0 6 1 146 630 6.03 3907947.65 11466234.57 3907913.00 11465919.35 3906298.99 11467978.07 3916345.87 11466879.85 3906775.33 11466794.66 3905862.76 1 146691 1.36 390679 6.42 11467331.24 DESIGNED: ZMC DRAWN: JLB CHECKED: CVF POINT NUMBER WATER MAIN STATION COORDINATE LISTING NORTHING EASTING ANG PT PT -15 11 +86.91 3,906,693.01 11,465,954.69 ANG PT PT -16 13 +27.65 3,906,557.98 11,465,994.38 PC PT -17 13 +73.63 3,906,512.27 11,465,989.48 PT PT -18 14 +34.62 3,906,451.53 11,465,983.90 ANG PT PT -19 15 +00.78 3,906,385.57 11,465,978.85 PC PT -20 16 +39.45 3,906,375.00 1 1,466,1 17.12 PT PT -21 17 +23.81 3,906,368.92 11,466,201,26 ANG PT PT -22 19 +04.94 3,906,356.63 11,466,381.98 PC PT -23 22 +89.66 3,906,316.39 11,466,763.44 PT /PC PT -24 23 +79.41 3,906,319.04 11,466,853.01 PT PT -25 24 +69.16 3,906,321.70 11,466,942.58 PC PT -26 28 +24.71 3,906,297.57 11,467,297.31 PT PT -27 28 +50.89 3,906,296.48 11,467,323,47 ANG PT PT -28 29 +64.04 3,906,294.72 11,467,436.60 ANG PT PT -29 30 +00.60 3,906,320.17 11,467,462.85 END PT -30 30 +10.60 3,906,330.17 11,467,463.061 DESIGNED: ZMC DRAWN: JLB CHECKED: CVF Michael Baker Jr., Inc. A Unit of diichoe/ d, Suite 00 � � 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 Phone: 757 - 463 -8770 Fax: 757 - 463 -0503 IVY ROAD - FLORDON WATER CONNECTION PROJECT (PROJECT NO. 2012 -12) SHEET LAYOUT, ABBREVIATIONS, LEGEND & GENERAL NOTES JANUARY 2015 TAX MAP 059A 060E 1 SHEET 2 OF 15 NO. DATE 670 ..1 650 640 630 I- W el 610 .e ��H OF P� CHARLES FRANK VOTAVA �o Lic. No. 034916�W *41�_ ONAL TAX MAP 06OE1 -00 -OC -01800 SHIRLEY BROOKS BENTON 1659 BROOMLEY ROAD TAX MAP 06OE1 -00 -OC -01900 JOSEPH M. BRITTAIN, TRUSTEE OF THE JOSEPH M. BRI TTAIN TRUST FRANCESCA FAST BRI TTA/N, 7RUS7EE OF THE FRANCESCA FAST BRI TTAIN 7RUST 1990 WINDSOR ROAD 1 ASPEW T IN7W RAIL DRIVE WA fENCf , . 1810AK 66"4.90 ZMER 8" DIP ASPHALT MAIN Te °k DITCH INV= S 649.95 ��-' tYY IN V= = 6.%57 BRICK ' Ductle Iron $• �W 8,. w 8.,w s �A "�'� = " . COLUMN 8" M.J. Long Solid Sleeve Connect to Ex. 8" W/M See Detail, Sheet 10 t� ,' ' -`" �, '�` COLUMN Limits of VDOT $' ASPHALT r $ j� O INV r,- CURE``' • p s28 Pavement t , �, Survey Control #11 FH Elev. = 652.70 -- - _ ASPHALT -`N: 3907348.76 - CURS 36"oAK a' , -' E: 11466769.51 11B'OAK 20-OAK I . r I EX. 8" DIP WATER MAIN " 671aLY 071, c. 1 RIGHT OF WAY 8" M.J. Long Solid S46 Connect to Ex. 8 W/M S i'A. b-tkVU See Detail, Sheet 10 8 "x8" Tee /.f (Conc. Anch.) Sta. 0 +07 ` TAX MAP 059A0 -01-OA -01400 Cross Anchor �rf LOT 14 FLORDON Restraint for Valve l BARBARA B. SIEG See Detail, Sheet 10 ,f'625 FLORDON ROAD f TAX MAP 059AO- 01- 08-001AO Sta. 0+10— MONICA H. KANG 8 Gate Valve & Box f 1606 FLORDON DRIVE See Detail, Sheet 10 / Tracer Wire Access Box, Typ. See Detail, Sheet 11 70MI'Ll"L Scale: 1"=25' Horiz. TAX MAP 06OE1 -00 -OC -01700 JAMES W. HAZEL SARAH D. HAZEL 1995 WINDSOR ROAD Sta. 1 +09 Blow —Off Assembly See Detail, Sheet 9 Future 8" D.I.P. Water Main (By Others) Nt7W R L =x _FEN k , k � k i Xi�r�' MAPLE , TP 6 N r, Pcff Survey Control #10 a t � e � � I ASPHALT I DITCH -RAIL! FENCE UIIUTY POLE -` `AJ' "' Survey Control #6 -- -- __ �� Elev. = 616.61 N: 3906956.75 ' ; E: 11466830.87 k 4y 10 P/) GUY KIRE UTILITY POLE .i CN GYIY > "� �; W1R£ x I Pro Variable Elev. = 632.28 Prop. Lirpits of I` �" I u p' Width Easement ... a Clearin 9 I 47•D � N: 3907150.65 E: 11466779.00 ,.; Prop. 20 RIGHT OF WAY —Prop. 8" D.I.P. Permanent Water Main Easement } W ;.- I i __ ____ _____ _ __ _ ___ '. ! '? i -oo Tracer Wire. r { 4 Access Box, Typ. 0 See See Detail, Sheet 1 1 i ``" ` ' €w�, € °r yF�` `i' 1 1 3A-0 s ,/ 01 Jr o :_ e Sta. V. =.it4sl 3 Match �In Note: 1. For this sheet only, the contractor shall clear and grub only as required to complete the work shown. 670 .0 650 MR 630 620 M1 M 590 - _ ------- _____— __ ._._ _____y__ -__ - - - -- _____� _______ _____ — - _ _._ ___._ _____.Y___�_- ___ ! _ ----- --- ______ ___ _ + + + + I + I s E 1 — _ _ __- - __ - -___— ___ _____l -1 __. �—� _______�._y� —� �_— ______- ___�Nyy ____- ._w___ w��____ —__�_ __ __._W____�_�.� ____ �_— _____� _______... ___.__.___ Y_______ � � �__ _.__._.__�_�.�.___ —y__^ __� -_�__� _____- _- ----- ___ ------ � _ ___ _�_� 590 0 1 2 3 PROFILE - 0 25 50 75 Scale: 1 " =25' Horiz. OVERHEAD UTILITIES o 10 20 30 1 " =10' Vert. THIS SHEET GRAPHIC SCALE: 1"= 25' (HORZ.) GRAPHIC SCALE: 1 "= 10' (VERT.) �o A� I DESIGNED: zMC IVY ROAD — FLORDON WATER CONNECTION PROJECT (PROJECT NO. 2012 -12) JANUARY 2015 * Michael Baker Jr., Inc. Service Auth4rity A Unit of Michoe/ Baker Corporation TAX MAP SHEET DRAWN: JLB 272 Bendix Road, Suite 400 ..ry. , CHECKED: CVF - . Virginia Beach, Virginia 23452 PLAN & PROFILE - STA. 0+00 TO 3+00 59A 3 ,;vvifig40;rri ``Nvii'af N0. DATE Phone: 757-463-8770 - 463 — 503 Fax: 757 -463 -0503 060E1 OF 15 1 -------------- ---------- -- - - - - -- - -- - - - - - - - - - - - - - - - - - \ — `--- - - - - -- ----- - -- - -- ------------- -- - - -- '- -- Survey Control #5 - - -_ - _- _ I, _ --- ----------- - - - - -- - - -- - - - -- Limits of VDOT _ = _ - _ _ Elev. = 605.55 Pavement - - -- -- -______ _; \ I ; ; -� ___ - -" -- - - - - -- ___ ----------- - - - - -- LO N: 3906879.32 - -- "" _______ ____"" "- - ^` ' ' ', \�I ;! - - - -- - - Prop. 8" D.I.P. ----------------------------------------------------- - - - - -- - - - - -- ---- - - - - -- __ - - - - - -- unurY a� E: 11466648.77 _— s90 -_ - - -- _ -- - _----- - - - ~'� - - -- APPROx,cocAncnr Water Main unurr ------- - - - - -- _ - - -- ---------------- _ _ �12-RCP (INV. 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"`� -- - - -- - - -- _NIhB01- - - -- -- - - - - -- ---- - - - - -- -- - - -- - -- - - -- - - = - - - -- - -- --- - - - -__ -- - -___ _____ - -__ __ -_ -__- - -__ - -- - - -- -- -- + — r\"'TY�\i — —_ �^' `` —_- -" ,�_ °,�,r i "ir�• \ -->t`ti:',r >r ->-r' s ^'�i wr' -�. :r . :'1,-> - Z _ _ _ -- - - - - - -- -- - -- - -- -- - - -- -- - - -- - - -- —. -- - -- - 4 8 UAU Y INRE r Z_ _ _ _ - _ : j,.e \\ -- �. r. S = - -_ - -- - _ - y- - - - - -- _ - =- = - - -, - - - - - -- - - - - -- -- - - - - - -- - -- ---- _- - - - - - -_ - -- - -- -------------- - _ - - -- ' - - -- _ _ _ _ - -- __ - -- .� � , �w �•-` s - •,f.,,ra Ef UNf nuTY - - - ~ - _ — � "� - -_�� -'^ __ +�, X20, E _ — - _ �� s10 - - -- - -i 5,� ..yr� �k- —X- X- 15P/NE X 1 } — t`X y X X X X�( X XWIREfENCEX X X X J -- -- -- -------- - - - - -- i%i - —� - :R M ' CN C ( WIRE fENCf 30 PINE 20P/NE J/YO,Ol - - - - - - - - �L 20'PINE 12 "CmAR X 33' OAK - - - Prop. Variable Width '' ` rah Y� 10 (TYP.) -J w - �\Y - - _- - _ _ Restore the Storm Easement i� Sta. 9 +68 -C o \�as�ri cN 1 _ - -- -- - - - - -- ' 1" Air Release - Culvert to v Tracer Wire I Pre - Construction Valve & Assembly - + Access Box, T Conditions or Better Survey Control #4 _ Sta. 4 64 yp• Elev. = 606.61 Seep Detail, Sheet 10 ° "- See Detail, Sheet 11 �M - 8" Gate Valve & Box N: 3906855.58 a M Blow -Off Assembly E: 11466331.59 Prop. Limits of ,-n_ See Detail, Sheet 9 Clearing X Future 8" D.I.P. t w Water Main I (By Others) TAX MAP 059AO- 01— OB —OOIAO TAX MAP THOMAS EVERETT 002A0 MONICA H. KANG J. THOMAS EVERETT 111 SARAH 1606 FLORDON DRIVE ) 1626 FLORDON I ORDON DRVE C�r TH OF CHARLES FRANK VOTAVA Lic. No. 034916 W ONAL Pi AN 640 r-- ;o 620 3115$] Me 590 :M 570 560 Scale: 1" =25' Horiz. TAX MAP 059AO -01 —OB -00300 BETTY LOU GREENE 1646 FLORDON DRIVE Note: 1. Contractor shall clear and grub the areas coincide with limits of permanent easements and /or public right —of —way or as designated on the drawings and portions of temporary easements as deemed necessary for the construction at no additional cost to the owner. 3 4 5 6 7 8 9 10 640 630 620 610 .W1 61I11 580 570 4*11 PROFILE CAUTION 0 25 50 75 Scale: 1 " =25' Horiz. OVERHEAD UTILITIES 0 10 20 30 1 " =10' Vert. THIS SHEET GRAPHIC SCALE: 1"= 25' (HORZ.) GRAPHIC SCALE: 1"= 10' (VERT.) . ' DESIGNED: zMC JANUARY 2015 AMA- 3'�� Michael Baker Jr., Inc. IVY ROAD - FLORDON WATER CONNECTION PROJECT (PROJECT NO. 2012 -12) A Unit of Michael Baker Corporation TAX MAP SHEET Service Auth4rity DRAWN: JLB ow 272 Bendix Road, Suite 400 M Virginia Beach, Virginia 23452 059 4 Phone: 757 - 463 -8770 PLAN & PROFILE STA. TO 059A CHECKED: CVF Fax: 757 - 463 -0503 060E1 OF 15 N0. DATE 640 630 620 610 W 6101111 570 560 � 1 , I atch CIn St 1 I e C7. ' f 0 i I 0 'I I If ; 'I 1 ,' ,' S� e hee/ j I I Match I I Line Sta. TAX MAP 059A0 -01-08-00300 10+ _ 00 See Sheet 4 BETTY LOU GREENE Prop. Variable 46 FLORDON DRIVE Width Easement f r.rY;,iri1{ (>>,'CY I Prop. 15' Temp I I Tracer Wire ' ' � I, I I I � 1 � / > s, r of ,� I Access Box T rar' rlti� I1 V J [, 7/ ) /_ I : Easement / p • ; 1_ c 11:ilf(J!'J �rlr r1 1�j / ,7'V� J,;1 ; ; I 1 ; ; 1 See Detail, Sheet 1 1 Sta. 13 +27 ! I �� / I Pro 16'1 Te I Y %. /Prop. Limits; of I p' 1 8"-22 1 /2 Bend i Sta, X13 +65 I If J ; Easement l Conc. Anch. 8x4 Tee Sta. 10 +44 / Clearing ; I Sta 1 1 I+�O' o�, ( ) I SF Y ' 8" Gate Valve SF' I (Conc. Anch.) I / & Box / 8 " -11 4 "I nd Tracer Wire ; I ! Flushing Hydrant Assembly I / (Conc. ncht Access Box, Typ. See Detail Sheet 10 Sta. 10 +49 / I I Prop Limits of I 8 "x6" Tee (Conc. Anch.) Fire Hydrant Assembly See Detail, Sheet 9 I' Sta. 10 +57 8 " -45' Bend (Conc. Anch.) Sta. 10 +66 8 " -22 1/2* Bend (Conc. Anch.) WY i 1AA3H OF j I CHARLES FRANK V01AVA r Lic. No. 034916 W ONAL See Detail, Sheet 11 Sta. 1 1 X ` Clearing 816 Sta 13 +72 I / t 8 " —�2 e d \( Water Meter Box I1 (Con . �n8h.) Prop. €Limits B `he Pit Sete Detail, Sheet 9 I / I S F I ; 'I Ii `I II o f C I et} r i n �. 'I ', ` `, '1 ', I 11 I / y q / „1 11 I C169 ring ,1 Tracer Wire I f `` tj Sta. 15 +10 p1 �t 1�,', Access Box TYR• „ Recei ing Flit ', �gOAD 3 SF �''� .' 12"x6" Tee p/ -.1. 1 �Jee Detail She�t 11 1 Conc. Anch. ,° unun Tr cer Wire I r, I 1 ( ) i I 0rovide Orange 1` Fire Hydrant Assembly 1 \. , , I .. A, ess B x`I, yP• Sa e� Eer�,ce to I Y Y w I Be '� Deta Bp x, 1 1 \' I I � � � I O See Detail Sheet 9 W SF ; I i / I, _ i \\ Prbte�t elll 1Head ssPI o :� I Q ;I cur � t� �., I I Sta, 15 +00 I � 4 ArRES.: l r 12 "x8" Tee ? I I r \ '`� \ ;, ' (Conc. Anch.) fit fill . I 1 I , ,( S F \ , ,t i I i 11 nl I Prop. 20 I /. p O / 12 Gate Valve & Box Permanent /., 14; I / Blow Off Assembly Ea'sement/ I I I Pro 8 D.I.P. I I j I I I .• , I , I I I I , 1 ,�, I I I , , I , , unurr ; {I,. I ; ; I p• ,� ; ,' ° See Detail, Sheet 9 POLE . / ti I 1213 L: . lof 18 Water Main I . I I ; E�EX " l I _ I (Restrain All Joints `..' Tr�n h ess Crosing I I' I I ' GUY cur P o 15 ' T m '`; I h INRE iurve Con r �' P• , p•.� Unun' from 12"x8" Tee to Y/ I.� Steel asling Pipe POLE 1 ; Elev. /= 604.45 Casement h ; ; Mih. .3� 2" Thk Blow —Off Assembly) i k UT PUCE ( ) Pro 20 I N•. , 6786 7 I I I , p• <` •� I §ee a a Sheen. 10 Perm nent I Pfd 1 E: 11499`3,3 �7 Prop: Limi�s ofl 1 ' I �' ._,_ ._L . ; \ �• `, z� , un>�nP SF I° I I �'rop. Leak Delt ors, Vase ent \ Te��np.' E �§Orn, Clearing i I Survey, Co with PVC I ipe r ' ' �' TAX MAP\05900-061 '` F1 02 0� \ �/ 111x1 >'b > "r' 3 ^Y>`>10>t sivYr "1 „EIeV. T 1 , ✓ GE0�GEX CAR I gta.l' 14 +96 i C � 5 9 1 r Extend I in. � € ' ' / N: Y39(6 9 7 I 3 F a de cLAREB, NRTER 1 \ g„ ; I ; Gate #570 bROOMLEY ROAD I Y I L E: 14;659 50 \ RE �''�ValJ e 8c Bbxx ` jfJj � RAILROAD RIGHT -OF -WAY PER I , 0 CURRENT THE CHESAPEAKE AND OHIO ALBEMARLE COUNTY RAILWAY COMPANY I I 1 j TAX DESIGNAAON RIGHT -OF -WAY AND TRACK I I ; tO 1 unu RESIDUE PROPERTY OF MAP W. H. LANDON WH17E AND WILLIAM I I APPROX. '40 �A AON'P \ GUY H. WH1TE, JR. I I EX. 30' RWSA SANlrA(Y SFWEI \ \ wrRES f / I D.B. 233, PG. 507 =� � PLAN ESM,L I 1 I ``� ' Scale: 1 ” =25' Horiz. (D.B. 836, PG. 506) RWSA General Notes: a. A preconstruction conference shall be held with RWSA prior to the start of any work. b. RWSA Engineer (Victoria Fort at (434) 977 -2970 ext. 205) shall be notified three business days prior to the start of any work within the RWSA sanitary sewer easement. c. All work within the RWSA sanitary sewer easement is subject to inspection by RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. d. Blasting is not permitted. e. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. Notes: 1. Contractor to size bore and receiving pits as required to meet permitting requirements and site constraints. Contractor shall submit for approval calculations showing no additional lateral forces will result on the sanitary force main from the trenchless crossing installation means and methods. 2. Contractor shall clear and grub the areas coincide with limits of permanent easements and /or public right —of —way or as designated on the drawings and portions of temporary easements as deemed necessary for the construction at no additional cost to the owner. 3. Contractor shall locate and protect any underground utilities prior to the start of construction. Particular caution shall be used to locate and protect any unmarked utilities in the vicinity of Station 14 +40. 4. Direct bury pipe installed within the Railroad right —of —way as defined by the CSX Permit shall be Class 56 D.I.P. 5. For construction down steep slopes and until slopes are stabilized, provide silt fence in parallel with spacing similar to rock check dam spacing per VESCH III -188. 10 11 12 13 14 15 16 17 640 630 [.Jul, 610 .W 590 :N 570 560 0 25 50 75 PROFILE - Scale: 1 " =25' Horiz. OVERHEAD UTILITIES o 10 20 30 1 " =10' Vert. THIS SHEET GRAPHIC SCALE: 1"= 25 (HORZ.) GRAPHIC SCALE: 1"= 10' (VERT.) Service �A DESIGNED: ZMC DRAWN: JLB CHECKED: CVF Michael Baker Jr., Inc. Unit of Michoe/ Baker Corporotion 272 Bendix Road, Suite 400 Plhone 757-463ir877023452 Fax: 757-463-0503 IVY ROAD - FLORDON WATER CONNECTION PROJECT (PROJECT PLAN & PROFILE - STA. 10 +00 TO 17 NO. 2012 -12) +00 JANUARY 2015 TAX MAP 059 059A 060E1 SHEET 5 OF 15 N0. DATE .:m 670 N. We 650 640 630 620 1.1 to] Me] u., Sta. 18 + 9 9 �d CONC. HEADWALL 24TOAR , WATER \, lNV= 610.46 — — 12 "x6" Tee SROOT \ �� P 1RR1GA17ON VAL mm W } — - Conc. -A -na1�) i ALVE / WIRE FENCE Fire Hydrant Assembly- ' 42 SYCAMORE - - --- See-D -etail Sheet,9 ,- __ _.•.; i i f j ra \ - � WREFENCE Prop. Vabl 48 MAPLE �+ . / Width Easement Tracer Wire - -�X / - - - - - -- Y' / - - - -- Access Sox, Typ. ------- - - - - -- " iii - / See Detail, Sheet. 11 _ t / PUNIER 15'OAKv - -- - - - - - - - - - - - - - - - 240AK r`7, 1 '.15 "MAPLf_,_� -_'- IMAR / Sta. 19 + 0 4 - - _ - - - i� - • - - -' x' - - - - M6 DOCWT)00, \tea CONC XEADWALL SRODIVD a ,' ,' IRAff70� Pro Limits'of GUY 30'MAPLE - - - - - - -_ __ -�24 "OAK , ------- - - - - -- -' _ ] -- -'i ..� /NV- 20.88 LIGHTS Q p• - / 12 —11 1/4' eertd GaMHEADWALI�' _- --- - _ OGWCIOD_- - -�.?`� -------- - - - - -- __ -- - - -- 'vi ,T�. 'ln '.' eoxL f ' C18C1r111g / _ 1NV- 620.62' -- - - - - - - -------- - - - - -- "_i2D - -- - - - -- - - -- ___ -- - - - - �,, / / to --- , —' __--- (Co -nc: An_ch.} - - - -- - - - - -- S _ - - - -- -- _`' -- --------- - - - - -- , J 111 E a =' -- - -- -- _ — — - - - -- - -t - -- - -- - -' WIRE FENCE - _ - - - - - - _ - ------------- J7MAPLI - - - - - - _ - _ - _ - -- O _1 TH OrrF// � f� " CHARLES FRANK VOTAVA ';�' � o Lic. No. 034916�W J ANAL X _ X___ X- _ - ._____ �__- -- -- - -- - - -_- -_ -- - - ---------- -- - - -- - "_ - -------- - - - - -- ---- - - - - -I r - - -- _ - _ .•Zre,i~ � riz. ,- v_ -s - > 7.f `�} ...�d,.�"�..T_�_,,�:_ z•'.,fi G''' �'�?,- \ ,- u \- .. '�i.>•t.� \✓ -�.n+ �.:.`4�i,i•�-- _.'� -�Zw tw.� \.�- �..•�.. L',.'c1 i.�� -t �aW.*. � ..FZ :^t....' -'�`.. a C'- 1..:,. _ - ,. s`L. z'Lr•.,.+- >�a... .t�."�- .. n- L.��....n.t_ � i_. x .� e - e Scy i L ,�i ' �"',• �',`t -l.— r \,,, ,• z�_ `>Z. - - - - - - � _ _ _ - r _ - _ _ i - }- . ".�� ..y,c -•v`' - 4..'� --- - -' - fir �' = - - - / // SCNAP POE - - - - - - - - - - - - - - 10 1& - __ - - - - P -- __ -- - - - - - - - - - - - - - - - - - - £ - - - - - - - - - - - - __----- - - - - - - --- - - - - - - - - - - _ _ - - - -- -- _ - ----- - -- - - -- - - - - - - - - ', NOW - OLEC `r GuARDRAIL 0 N 07 a� u7 C) r d' N =F0 _ ----FO - - " FO_ - - - - - " 18 F^ FO " FO FO 1 �Z =---FO - FO F0 - - - ' FO - - �-FO FQ F jar FO FO FO FO -FO 1 / E LR Orop, 12" D.I.P. t, IVY' ROAD l �� t- Sta. 1'9 +77 ; ,., I I V�\ ter Main (ROUTE 260) \\ 0 \ it �p 12" -11,, 1/4' ,Bend kConc. Anch.) Survey Control #9 Elev. = 632.12 N: 3906303.39 E: 11466473.01 COVC HEADWALL LNV =632.17 Scale: 1"=25' Horiz. NV HEADWA I= LL NV630.96 Notes: 1. Contractor shall clear and grub the areas coincide with limits of permanent easements and /or public right —of —way or as designated on the drawings and portions of temporary easements as deemed necessary for the construction at no additional cost to the owner. 2. Contractor shall locate and protect any underground utilities prior to the start of constructions 17 0 25 50 75 GRAPHIC GRAPHIC SCALE: 1 "= 25' (HORZ.) Service Auth4rity DESIGNED: ZMC DRAWN: JLB CHECKED: CVF N0. DATE 19 20 21 PROFILE Scale: 1"=25' Horiz. 1"=10' Vert. Michael Baker Jr., Inc. A Unit of Michael Baker Corporation 272 Bendix Road, Suite 400 r Virginia Beach, Virginia 23452 Phone: 757 - 463 -8770 Fax: 757 - 463 -0503 22 23 CAUT OVERHEAD UTILITIES THIS SHEET 24 . :U 670 .A 650 640 630 620 M We 0 10 20 30 GRAPHIC SCALE: 1 "= 10' (VERT.) IVY ROAD — FLORDON WATER CONNECTION PROJECT (PROJECT N0. 2012 -12) JANVAKY ZU,b TAX MAP SHEET 6 PLAN &PROFILE - STA. 17 +00 TO 24 +00 o sA 6 060E1 OF 15 710 700 Me e 670 M 650 640 630 LANDSCAPED AREA A� E,P L� / 11�\ \1 All, �Survey Control #8 \- XI Elev. = /i55.72 NSF N: 3906,325.94 E: 11466918.01 iii -X_ X- ' >R/P -RAP D17CH 0 TAX MAP 05900- 00- 00 -02JG1 CHRISTIAN AID MISSION (3045 IVY ROAD Sta. 30+10 E 12 "x 12" Wet Tap �& Valve t 24 HOLLY i _!E ~•` 18HEMLOCK ASPHALT I ' \ � 30'OAK �� CURB / %% f F \\ TPA ZWAY J 2410AK GROUND - `' ~- - -- � APl'R4�' LOCATION u�r q: ucNr F ESMT. - - - - POLE 20NEMLOCK �— , l / EX. 20 i4L P� 269 — -- 1 2TMAPLE - o \ D 8 584, o X EX. 12" WA TER MAIN --- _ UPutl � ELEC eox �2„ ASPHALT I / 6 ' . EP. � �-' - L G � IRA�ELWAY RGKE I LIGHT I �� - ,Tracer Wire', PDCE / - - - - -- a___- _ ---- __ -- _ _. __----__-___-___-_-_- wv 12„W wV (Access Box; Typ. - - _ - - loff See Detail, Sheet 11'`'' I "\41,10"36 '0AK Sta. 0 + 0 0 o_ -- I 401PINE "' t ` - _- T GUY i U \ r WES_ J610AK ,,�...,. 277 • Ben J- - - , - , - - - 1, y ♦ t s rii LANDSCAPED s vy �fy4 ° 5' ROCK FACE _ J / �ERncAC (Cone. Anch.) AREA _� _- - - ' GUARDRAIL / -- SF - \ -,_ Y= = = =__ �- — = __ -____ =- SSA 3 o � � A0.40 -- -_ --'r -x X X - - _ _ X X - X - - - _X_ _ X X - - - X' - >( .i.,s X X-° � 'T � i, r �. . X X X X -X �tv, _ � � _ Sta. 29 +82 - - - - -_ - - - -- ------ - - - - -- - - -- 1 _ - - - " _ _ _ _ _ PRV w /Vault See Detail, Sheet 100 -; ^-FO l FO Fj FO �„ ' FO FO FO Fo - FO FO FO FO --- Sta. 26 +65. ` _ _ - ' , ,,. ". � .. v St�.� `29 +69 Tracer Wire Of 4' Manhole For 12 "x6" ,Tee Prop. 12 ". D.I.P. R- Access, ,Box, Typ. Insertable Meter (Conc. Anch.) E Water Main See Detail, Sheet 11 See Detail, Sheet 11 N r FO r FO -FO ^-Y _ F0 FO FO ' `, FO Fq IVY ROAD (ROUTE 250) �� H OF CHARLES FRANK VOTAVA �o Lic. No. 034916�W *5- e, _4� An NAL I PEDESTAL 7 NA 7ER MANHOLE 12 "W 0 r Z T- „ F0_ FO Fire Hydrant Assembly _. „ See Detail; Sheet 9 - EP. S 2"-45' +Bend „ - - - - - -- (Conc. Anch.) M1,131 Scale: 1"=25' Horiz. W-- 24 25 26 27 28 29 30 0 25 50 75 GRAPHIC SCALE: 1"= 25' (HORZ.) PROFILE Scale: 1"=25' Horiz. 1"=10' Vert. 710 700 .•R 670 .w 640 630 CAUT OVERHEAD UTILITIES o 0 20 30 THIS SHEET GRAPHIC SCALE: 1"= 10' (VERT.) 'T a DESIGNED: ZMC JANUARY 2015 IVY ROAD - FLORDON WATER CONNECTION PROJECT (PROJECT NO. 2012 -12) • A Un t off Ml haeel R kerCorporati nnC. TAX MAP SHEET +''"l""1l'Awthmtorit DRAWN: JLB 272 Bendix Road, Suite 400 059 Virginia Beach, Virginia 23452 - 24+00 T 30+20 059A 7 � Phone: 757 - 463 -8770 PLAN & PROFILE STA. F� „.r,•�i # CHECKED: CVF NO. DATE Fax: 757 - 463 -0503 060E1 OF 15 f C!1}� l \ �• t' ! )• '� � � t ,rt t 9__ .. :� , 1. j`''� `� � � ,^` l {,+I:i `~ •y�.^ `4� .._ N Y_ N- ^ /�\ � �\ \-- '1'f'. =� f , j s f `�, fi EX. 12" WATER MAIN l' "' of •+ -" �f illl � i ,. ! \� t, s, `' PRO P\ VALVE , '' /; f :, INSER��ON 2 Q,7 (S E DE�Al, � ._ ,'' � f'� � - __ , " -, � ,p� ti ; - "•Fo ' _ _ � `r THIS SH EST EX. 1 \ WATER MAIN PROP.' VALVE INSERT�IUN,, #1 (SEE '';DETAIL,'; T H I S,;` SHE E�T ) EX. 12" WATER MAIN Q RWSA VALVE INSERTION PLAN SCALE: 1 " = 500' TAX MAP 059 Valve Insertion #1: Parcel ID 05900 -00 -00 -00781 Valve Insertion #2: Parcel ID 05900- 00- 00 -037C2 nnnn 1 2" WATER MAIN EX. 12" WATER MAIN NOTE PROP. 12" M. J. PROP. 12 M. J. 1. VALVE INSERTION LOCATIONS SHALL BE FIELD LOCATED AND APPROVED BY RWSA & LONG SOLID SLEEVE LONG SOLID SLEEVE ACSA. (CONNECT TO EX. WATER MAIN) (CONNECT TO EX. WATER MAIN) 2, SLEEVES SHALL BE INSTALLED A MINIMUM PROP. 12" M. J. OF 6 FEET FROM ANY JOINTS. GATE VALVE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR Tx of k ACCESS AND PERMITTING ASSOCIATED WITH ° r. (#1 EACH VALVE INSERTION. CHARLES FRANK VOTAVA RWSA VALVE INSERTION DETAIL & � NOT TO SCALE 4. CONTRACTOR SHALL USE ALL APPROPRIATE �OL ic. No. 034916�W MEANS TO PREVENT SOIL, WATER OR OTHER I�l2�IS��,ti� FOREIGN MATERIAL FROM ENTERING EXISTING ZONAL PIPE AFTER PIPE HAS BEEN CUT. '3:- 'r,` -'a ,,. DESIGNED: zMC IVY ROAD - FLORDON WATER CONNECTION PROJECT (PROJECT N0. 2012 -12) JANUARY 2015 w „� 1. 0141 Michael Baker Jr., Inc. TAX MAP SHEET � ! A Unit of Michael Baker Corporation Service A DRAWN: JLB 272 Bendix Road, Suite 400 VALVE INSERTION 059 Virginia Beach, Virginia 23452 8 ` CHECKED: CVF Phone: 757 - 463 -8770 059A �'3i ' gj 1k Ct'i; °V11 N0. DATE Fax: 757 - 463 -0503 PLANS & DETAILS .., 060E1 of 15 Y i / ,i'r rirt\ \ ; RWSA VALVE INSERTION PLAN SCALE: 1 " = 500' TAX MAP 059 Valve Insertion #1: Parcel ID 05900 -00 -00 -00781 Valve Insertion #2: Parcel ID 05900- 00- 00 -037C2 nnnn 1 2" WATER MAIN EX. 12" WATER MAIN NOTE PROP. 12" M. J. PROP. 12 M. J. 1. VALVE INSERTION LOCATIONS SHALL BE FIELD LOCATED AND APPROVED BY RWSA & LONG SOLID SLEEVE LONG SOLID SLEEVE ACSA. (CONNECT TO EX. WATER MAIN) (CONNECT TO EX. WATER MAIN) 2, SLEEVES SHALL BE INSTALLED A MINIMUM PROP. 12" M. J. OF 6 FEET FROM ANY JOINTS. GATE VALVE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR Tx of k ACCESS AND PERMITTING ASSOCIATED WITH ° r. (#1 EACH VALVE INSERTION. CHARLES FRANK VOTAVA RWSA VALVE INSERTION DETAIL & � NOT TO SCALE 4. CONTRACTOR SHALL USE ALL APPROPRIATE �OL ic. No. 034916�W MEANS TO PREVENT SOIL, WATER OR OTHER I�l2�IS��,ti� FOREIGN MATERIAL FROM ENTERING EXISTING ZONAL PIPE AFTER PIPE HAS BEEN CUT. '3:- 'r,` -'a ,,. DESIGNED: zMC IVY ROAD - FLORDON WATER CONNECTION PROJECT (PROJECT N0. 2012 -12) JANUARY 2015 w „� 1. 0141 Michael Baker Jr., Inc. TAX MAP SHEET � ! A Unit of Michael Baker Corporation Service A DRAWN: JLB 272 Bendix Road, Suite 400 VALVE INSERTION 059 Virginia Beach, Virginia 23452 8 ` CHECKED: CVF Phone: 757 - 463 -8770 059A �'3i ' gj 1k Ct'i; °V11 N0. DATE Fax: 757 - 463 -0503 PLANS & DETAILS .., 060E1 of 15 EXISTING PAVEMENT SURFACE Mill LT' deep, full lencith, do not taper CrL nt Smooth transition, each side -� ufiRy r k Agphalt concrete surface course type SM -9 5A@ 165 Lbs / Sq, Yd, 8" aggregate base material � type 1, 4 21B (used as subfuse Course). Cteam, a 12" laenc.h all sides. PMeline 4" beddinc 10" asphalt concrete base course t jpe BM -25 n Tack coat `0 OF -i 015 gal, Shall conform to recluirernents of ANSHTO M20€3 per Sci Yd. ,Aggregate backfilI type, 1, , 2113 compacted, to 95% max density in 6" lifts * 4 67 stone bedding and backf ill (typical) MIN. 1.5" 0,VFRL,AY ASPHALT CONCRETE SURFACE COURSE TYPE (SM) 9.5A EMSTiNG PAVEMB - _ :......................... ......... ..:. ..:..:....:...:............... (BM) MIN B" .................... . ... ............................... ASPHALT CONCRETE ,SASE COURSF, .......................... TYPE (BM) 25.0 'T`!'PE I SIZE 21 A OR 5 ACsf r COMPACTED TO IW/o MAX. DENSITY 21 A OR B M!N 1 ©' AT OPTIMUM MOISTURE CONTENT SELECT MATERIAL. BENCH � TYPE I C8R 30 ` APPROVED SOIL OR SELECT' MATERIAL BACKFILL. TYPE L 0817.30 COMPACTED TO 95% U MAX. DENSI'T'Y AT OPTIMUM MOISTURE CO�V1'EN'T' IPE BEDDING 4" 1 �� SAND OF, NO. 57 STONE j -- - -� Minimum rec)uiredtrenctt'width. r E MIN. TRENCH WIDTH TO SUPPORT 2. TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT. ll a.r�. +a(" * ) TRENCH BOX 3. WHEN A CROSSING IS MADE UNDER AN EXISTING PIPELINE (INCLUDING THE RWSA Notes Aflparerr�entrnarkincladamagedordnstroyedbytrenchexcavationactivityshall * FOR PIPE LESS THAN 12 " THE TRE'NCHWlDTHMAYBEWMAXIMUM, FORCE MAIN), THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED SEEUB -1 (ROAD AND BRIDGE STANDARDSV�OLUMI 11) VDOT NO. 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. be replaced by the o hig wa in aceordanog kith currant meat Standards f ,Specifications CUT RE�'1.ACEI4`IENT IN ROADS WITH ASPHALT CONCRETE BASE AND SURFACE This detail ai�plresta highwaysvuith existing asph(at pavement sections The extent of pa °vemerit restoration for all other pavernents types shall be determined by the District Administrator's designoo, * Width of travel [ane; rninirnu,a] full p�tvement,nti,dth restoration for open cut trenching along the road'centerline PAVEMENT PATCH - OLD B A LL A R D A N D or 25' (minimum) for perpendicular crossing. PAVEMENT PATCH - IVY ROAD BROOMLEY ROAD NON PAVED AREAS NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTES: 1. PIPELINE BEDDING SHALL BE IN STRICT ACCORDANCE WITH THE ALBEMARLE COUNTY SERVICE AUTHORITY'S CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. 2. BACKFILL UNDER ROADWAYS SHALL BE WITH VDOT N0, 21B TO 95% MAX DENSITY AT OPTIMUM MOISTURE CONTENT OR AS DIRECTED BY VDOT BASED ON FIELD CONDITIONS, TO THE BASE OF THE PAVEMENT STRUCTURE, PAVEMENT STRUCTURE SHALL BE PROVIDED IN ACCORDANCE WITH THE DETAILS ABOVE. PIPELINE TRENCH H AND RESTORATION NOT TO SCALE EX. GRADE 4" TOPSOIL r .` ,'rte r .. r r rr.,• ,.+,,, /r r r .. /r , r i 95% COMPACTED BACKFILL TRENCH WIDTH , �^ SHALL BE: �> 24" (4" MAINS),' & O.D. + MIN. 16" 24" %, (6 >,_16" MAINS) PROP. D.I.P. WATER MAIN •:,.. , :.,..•. ,.• .; ; ;• ��•; 95% COMPACTED MANUAL BACKFILL NOTES: 1. NOT MORE THAN ONE HUNDRED (100) FEET OF TRENCH SHALL BE OPENED IN ADVANCE OF THE COMPLETED PIPE WHEN LOCATED ALONG STREETS OR HIGHWAYS, AND NOT MORE THAN TWO HUNDRED (200) FEET AT OTHER LOCATIONS. PVC THRUE VALVE M. J. FIT - `READED COUPLING 'C NIPPLE AND CAP or ASS NIPPLE AND CAP BRICATE ALL THREADS .TER BOX (SEE W -7) I LV V NO. 57 STONE 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS OR BRASS PIPE TYPICAL BLOW -OFF ASSEMBLY (W -8� NOT TO SCALE NOTES: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' 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. 7 3/4" THREADED RODS TO MAIN IN ALL INSTALLATIONS. RODS SHALL BE GALVANIZED OR ASPHALT COATED. (WHEREVER IT WHEN THE SOIL IS DISTURBED OR IS NOT PRACTICAL TO USE THREADED RODS TO RESTRAIN WHEN A HYDRANT IS LOCATED IN A VALVES ON THE END OF WATER LINES OR FIRE HYDRANTS, FILL, ANCHOR THE VALVE TO THE CROSS ANCHORS SHALL BE CONSTRUCTED IN ACCORDANCE HYDRANT WITH 2 -3/4" THREADED WITH THE TYPICAL DETAIL FIGURE W -3C "CROSS ANCHOR RODS IN ADDITION TO POURING RESTRAINTS FOR VALVES ".) CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT TYPICAL FIRE HYDRANT ASSEMBLY DETAIL (W -4� NOT TO SCALE - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. „ - FOR 18 BEND USE 3 STRAPS AS SHOWN. D USE BRACING STRAPS ON ALL PIPE SIZES JR4 BARS © 12" ON CENT FOR 12 BENDS & LARGER B CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL VVITH 2 COATS OF BITUMINOUS PAINT. FILLET WELD 3" THREAD 1 " NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE #4 BARS © 12" WIDTH = DIM. "F" THICKNESS OF STRAP = 1/4" STANDARD HEX NUT 1/4" THICK PLATE WASHER ..3/4" ANCHOR BOLTS 12" BENDS & v CONCRETE CLASS "B" LARGER SECTION NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. BEND NOTE: HYDRANT MUST BE EQUIPPED WITH A CHARLOTTESVILLE THREADS WHICH IS THE KENNEDY GUARDIAN (K -81 A) LOCAL STANDARD. (FEET) MUELLER CENTURION (A -423) (FEET) E OR APPROVED EQUAL BEND 4& 6 1 -9 2 LENGTH OF BRANCH VARIES 2 -6 1 6' MIN 2 -0 1 -1/4 L 8" 2' -3" 3' 2' TO 10' 2' -6" 1' -6" (270') -6" 1 -1/4" 11-1/4' 10 2'- 9 3 -9 >, , 2)-6" >, , 2 -0 , 3 >, -0 „ 2 12" 3' -0" 4' -3" 3' 7 CU. FT. 2' -3" 1 g'" VALVE BOX -6" 2" 11 1/4 4" & 6" GRAVEL -6" 3' -0" 2' -6" 1' -6" 2' -8" 1 -1/4" 22 8" ' `�: " r \�.� � . • �.: . ;i� -� \,- -0" •` ?:'�� .• �. * '�` �3;'."`\ � �• ;•.ham � 2' -6" 2' -6" 3' -3" 36 "MIN -1 /2� 6" GATE 3 -3 5'- 5 -0 3 VALVE 2 -9 ' °' A „ 2 TEE 3' -9" 6' -3" 3' -0" 3' -6" 4' -3" 2" 3.83 4" & 6" 3' -0" 6' -0" 3' -0" 3' 2500 P.S.I. CONCRETE 3' -3" *• �o 45' 8 3'- 6 6 -6 ' 2.58 3)-8t) BASE AND THRUST 3'- ` '' 4 „ -6 BLOCK AGAINST \�� 3 ^, ., �,•... 4'- UNDISTURBED STABLE , 5 �- �.f; „ 2 -1/4 SOIL. 12" 5' -3" 9' STEEL PILE 3' -3" 5' -0" NOTES: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' 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. 7 3/4" THREADED RODS TO MAIN IN ALL INSTALLATIONS. RODS SHALL BE GALVANIZED OR ASPHALT COATED. (WHEREVER IT WHEN THE SOIL IS DISTURBED OR IS NOT PRACTICAL TO USE THREADED RODS TO RESTRAIN WHEN A HYDRANT IS LOCATED IN A VALVES ON THE END OF WATER LINES OR FIRE HYDRANTS, FILL, ANCHOR THE VALVE TO THE CROSS ANCHORS SHALL BE CONSTRUCTED IN ACCORDANCE HYDRANT WITH 2 -3/4" THREADED WITH THE TYPICAL DETAIL FIGURE W -3C "CROSS ANCHOR RODS IN ADDITION TO POURING RESTRAINTS FOR VALVES ".) CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT TYPICAL FIRE HYDRANT ASSEMBLY DETAIL (W -4� NOT TO SCALE - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. „ - FOR 18 BEND USE 3 STRAPS AS SHOWN. D USE BRACING STRAPS ON ALL PIPE SIZES JR4 BARS © 12" ON CENT FOR 12 BENDS & LARGER B CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL VVITH 2 COATS OF BITUMINOUS PAINT. FILLET WELD 3" THREAD 1 " NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE #4 BARS © 12" WIDTH = DIM. "F" THICKNESS OF STRAP = 1/4" STANDARD HEX NUT 1/4" THICK PLATE WASHER ..3/4" ANCHOR BOLTS 12" BENDS & v CONCRETE CLASS "B" LARGER SECTION NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. BEND PIPE SIZE BEND DIMENSIONS A TEES AND PLUGS B PIPE C (FEET) D (FEET) E F BEND 4& 6 1 -9 2 -3 2 -6 1 -2 2 -0 1 -1/4 L 8" 2' -3" 3' -0" 2' -6" 1' -6" 2' -6" 1 -1/4" 11-1/4' 10 2'- 9 3 -9 >, , 2)-6" >, , 2 -0 , 3 >, -0 „ 2 12" 3' -0" 4' -3" 3' -0" 2' -3" 3' -6" 2" 11 1/4 4" & 6" 2' -6" 3' -0" 2' -6" 1' -6" 2' -8" 1 -1/4" 22 8" 3' -0" 4' -3" 2' -6" 2' -6" 3' -3" 2" -1 /2� 10 3 -3 5'- 5 -0 3 -0 2 -9 3 , -9 „ 2 12" 3' -9" 6' -3" 3' -0" 3' -6" 4' -3" 2" 3.83 4" & 6" 3' -0" 6' -0" 3' -0" 3' -3" 3' -3" 2 -1/4" 45' 8 3'- 6 6 -6 3'-0" 2.58 3)-8t) 0.24 3'- 9 2 -1/4 10 4 „ -6 7'- „ 6 3 -0 4'- „ 3 , 5 -0 „ 2 -1/4 12" 5' -3" 9' -0" 3' -3" 5' -0" 5' -9" 2 -1/2" CHART FOR UPPER VERTICAL BLOCKING NOTES: 1. LOWER BENDS SHALL BE SUPPORTED BY 2'x2'x8" THICK CONCRETE PAD (CLASS "B "). CONCRETE BLOCKING FOR UPPER VERTICAL BENDS (W -3A) NOT TO SCALE PAN 1/4 BEND COUPLING (IF REQUIRED) SINGLE SERVICE SOFT COPPER (SEE NOTE 3) LOCKWING BALL VALVE (INLET & OUTLET) 36" MIN. 45' 1 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL COVER LIFT NOTCH 12 3/8" T FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WATER WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID CAST IRON LID FINISHED GRADE 18" METER BOX >T/ 10 " -15 "� > METER BOX COPPERSETTER WATER METER, BY OTHERS 4" STONE BEDDING CORPORATION STOP BRICK AS NECESSARY NOTES: EXTEND 5' 1. SADDLES SHALL BE USED ON PVC PIPE. 2. IN AREAS WHERE PLASTIC WATER SERVICES ARE ENCOUNTERED, OR AS DIRECTED BY THE ACSA INSPECTOR, INSTALL NEW WATER SERVICE IN ACCORDANCE WITH THIS DETAIL. 3. A SCHEDULE 40 PVC SLEEVE (MINIMUM 2 INCH DIAMETER, OR LARGER AS NECESSARY) IS REQUIRED AROUND WATER SERVICE LINES UNDER STREET PAVEMENT AREAS, AND SHALL EXTEND A MINIMUM OF 24 INCHES BEYOND THE EDGE OF PAVEMENT. ENDS OF PVC SLEEVES ARE TO BE SEALED TO PREVENT EROSION. 4. PROVIDE 5' OF 1" COPPER SERVICE BEYOND METER BOX. PROVIDE PLUG. TYPICAL WATER METER BOX INSTALLATION DETAIL NOT TO SCALE No FOR ALL BENDS SECTION 1 -1 WIDEN TRENC ACCOMMODAT ANCHOR IF REQUIRED. NG JIRED AS 45' max FOR TEE OR WYE FITTINGS SECTION 2 -2 NOTES: 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES, 2. USE 2,500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. CONCRETE THRUST BLOCKS (W-3)- NOT TO SCALE Z-4 PIPErSLOT CARSON (2 PLACES) 2200 SERIES NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC CARSON 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. (2) FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8 " -1" METERS) W -7 NOT TO SCALE r'IKIIC`I Irrl nn A F, l- W/ LID NO. 4905 'OVED EQUAL _VE G AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE (W -5 NOT TO SCALE H OF t7LN CNARLFS FRANK VOTAVA A Lic. No. 034916 W ONAL `�� , ��,�'�� ;;,�,��•� � � �%' �� ] �'- ~--- -``� -- ��---- ""-- � "--- ---- -� �Y-- "' w• �i =,<� � w =_'r =��,v.rr} DEGREE BEND DIMENSIONS TEES AND PLUGS PIPE OF (FEET) VOL. (FEET) VOL. SIZE BEND SHEET OF 15 CU.YD. CU.YD. N0. DATE L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 NOTES: 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES, 2. USE 2,500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. CONCRETE THRUST BLOCKS (W-3)- NOT TO SCALE Z-4 PIPErSLOT CARSON (2 PLACES) 2200 SERIES NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC CARSON 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. (2) FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8 " -1" METERS) W -7 NOT TO SCALE r'IKIIC`I Irrl nn A F, l- W/ LID NO. 4905 'OVED EQUAL _VE G AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE (W -5 NOT TO SCALE H OF t7LN CNARLFS FRANK VOTAVA A Lic. No. 034916 W ONAL `�� , ��,�'�� ;;,�,��•� � � �%' �� ] �'- ~--- -``� -- ��---- ""-- � "--- ---- -� �Y-- "' w• �i =,<� � w =_'r =��,v.rr} DESIGNED: zMC DRAWN: JLB CHECKED• C�/F Michael Baker Jr., Inc. A Unit of Michoe/ Baker Corporation � � 272 Bendix Road, Suite 400 . , Virginia Beach, Virginia 23452 Phone: 757 - 463 -8770 Fax: 757 - 463 -0503 IVY ROAD - FLORDON WATER CONNECTION PROJECT (PROJECT N0. 2012 -12) MISCELLANEOUS DETAILS JANUARY 2015 TAX MAP oo °ssa 060E 1 SHEET OF 15 N0. DATE RAILROAD ARD LEAK DETECTOR > 5' ,ETAIL, THIS SHEET f ..... . ... 5' -6" MIN COATED STEEL BAND OR STAINLESS STEEL CASING INSULATORS AS MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC., MODEL SS1, S1; OR BY 3' -0" MIN. CASCADE MODEL #CCS -905, OR APPROVED EQUAL. BOTH ENDS DUCTILE IRON PIPE CONCRETE FILL (MECHANICAL JOINT) STEEL CASING '- - - - � = i---------- - - - - -- 2' -0" 1 7' OR 8' 7' OR 8' 18' OR 20' JOINT OF D.I. 25' MIN. ALSO SEE THE "AREA MANUAL FOR RAILWAY ENGINEERING — PART 5, PIPELINES" NOTE: 1. ENDS OF CASING CAN BE SEALED USING A MODEL AC PULL —ON END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL. 2. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE. 3. DUCTILE IRON PIPE IN CASING SHALL BE CLASS 51. WATER TYPICAL STEEL SLEEVE INSTALLATION UNDER RAILROADS NOT TO SCALE NOTE: 1. CONTRACTOR TO CUT EX. PIPE AS REQUIRED AND REMOVE EX. PIPE, 90' BEND, AND THRUST BLOCK AND PROPERLY DISPOSE OF ALL MATERIAL 2. SHUTDOWN OF THE EXISTING WATER MAIN SHAD_ BE COORDINATED WITH ACSA AND SHUTDOWN FOR TIE -IN SHALL BE LIMITED TO EIGHT (8) HOURS. PROP. 8" M.J. LONG SOLID SLEEVE EX. 8" WATER MAIN PROP. 8" M.J. LONG SOLID SLEEVE III EX. 8" VALVE i EX. 8" WATER MAIN II I j PROP. 8 "X8" M.J. TEE PROP. 8" M.J. LONG SOLID SLEEVE PROP. 8 It J GATE VALVE I PROP. 8" WATER MAIN PROP. THRUST BLOCK SEE DETAIL, SHEET 9 WATER MAIN CONNECTION DETAIL BROOMLEY ROAD NOT TO SCALE AIR RELEASE VALVE, APCO MODEL NO. 143C (1. "),, NO. 200A 1" , NO. 145C (2"), NO. 200C 2 "� OR APPROVED EQUAL BRASS OR BRONZE PIPE DRAIN TO GRADE IF POSSIBLE -, BRICK SUPPORTS OR SOLID CEMENT BLOCKS FINISH GRADE lid '-TYPE "K" SOFT COPPER CORPORATION STOP, MUELLER NO. H 15000 OR APPROVED EQUAL INISHED GRADE BRONZE GATE VALVE CRUSHED STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED EQUAL, SHALL BE USED. ' 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AGGREGATE #25, #26, OR CRUSHED GLASS MEETING #25 OR #26 GRADATION REQUIREMENTS. AIR RELEASE VALVE (ARV) N TS FIG. W-9 — RETURN BEND 2" PIPE (BLACK IRON OR GALV. STEEL) (I.D. - 2.060 ") O.D. - 2.375 ") BIRD SCREEN RUSTPROOF MALLEABLE IRON SINGLE -BOLT HOSE CLAMPS — Flexable connection (2%211 I.D. EXTRA HEAVY RUBBER HOSE) 111 PRE - MOULDED FIBER CAULKING AROUND PIPE OFFSET AS REQUIRED Notes: WRAP CONNECTION IN POLYETHELENE AND PLASTER WITH ROOFING CEMENT OR ASPHALTIC MATERIAL. STANDARD LEAK DETECTOR LD -1 NOT TO SCALE TD -27 Y4" CORP. 2" BALL VALVES r2" PRV 1, STOP (TYP. of 4) (See Note #2) 5,000 PSI REINFORCED CONCRETE 12" DIP OUT '—� WALL SLEEVE do SEAL (TYP ) NRS GATE VALVE (TYP. of 2)J - REDUCE --• �_6" (See Detail, This Sheet) 8" FLxPE PIPE PORTED 8" PRV 12 "x8" FL. REDUCER (TYP. of 2) 1" CORP. STOP (See Note #3) 4" DIAM. PRESSURE GAUGE w/ GAUGE COCK 8" FLANGE ADAPTER (See Note #4) 4" GALV. VENT w/ 30 "00" ALUMINUM SCREENED MUSHROOM CAP ACCESS HATCH 36 "x36" ALUMINUM (HALLIDAY SERIES 'H1C') ACCESS HATCH (HALLIDAY SERIES 'H1C') EXISTING GRADE .. 1 2" S.S. (2) 2" BYPASS LINES* • 4" DIAM. PRESSURE GAUGE UNION �• w/ GAUGE COCK ASTM A588 (TYP. of 6) - ALUMINUM ACCESS LADDER -- - o o - - 12" DIP IN " FLO7 8" FLxPE PIPE 12 "x8" L. 12" DIP OUT 8" FLANGE REDUCER WALL SLEEVE do ■I��:��G�:I��JI'e�lt .;j II��E��JI9�1:; =.ICI■ � -� SEAL (TYP.) ALL - THREAD ROD (See Detail, This Sheet) STEEL PIPE SUPPORT I I il�:::�r.��.i��Jrl••l : n�s��,r:�r. a.•li = _ 6" MIN. #57 STONE (TYP. of 6) 1'x1'x6" SUMP NON-SHRINK * 2" BY -PASS SHOWN OUT OF SECTION FOR CLARITY 1 1 "•.' 1. 2" LINES PIPED WITH 2" PIPE & FITTINGS EXCEPT PRVs. GROUT 2. 2" PRV's SHALL BE CLA -VAL MODEL 90G- 01ASKC (30- 300psi RANGE) OR APPROVED EQUAL. 3. MAIN PRV SHALL BE CLA -VAL MODEL 9OG- 01ABKC (30- 300psi RANGE) OR APPROVED EQUAL. 4. SIX (6) 4" ASHCROFT #1008 LIQUID FILLED PRESSURE GAUGES (0- 100psi DOWNSTREAM, .rl� 0- 150pst UPSTREAM) w /GAUGE COCKS, OR APPROVED EQUAL 5 2" BALL VALVES AND 3/4" CORPORATION STOP ARE TO BE BRASS AND RATED AT 300 PSI DESIGN PRESSURE. o�irl� V D 6. ALL 2" PIPING IS TO BE BRASS. , PRESSURE REDUCING VALVE VAULT 24" MIN 5,000 PSI REINFORCED CONCRETE 12" DIP OUT '—� WALL SLEEVE do SEAL (TYP ) NRS GATE VALVE (TYP. of 2)J - REDUCE --• �_6" (See Detail, This Sheet) 8" FLxPE PIPE PORTED 8" PRV 12 "x8" FL. REDUCER (TYP. of 2) 1" CORP. STOP (See Note #3) 4" DIAM. PRESSURE GAUGE w/ GAUGE COCK 8" FLANGE ADAPTER (See Note #4) 4" GALV. VENT w/ 30 "00" ALUMINUM SCREENED MUSHROOM CAP ACCESS HATCH 36 "x36" ALUMINUM (HALLIDAY SERIES 'H1C') ACCESS HATCH (HALLIDAY SERIES 'H1C') EXISTING GRADE .. 1 2" S.S. (2) 2" BYPASS LINES* • 4" DIAM. PRESSURE GAUGE UNION �• w/ GAUGE COCK ASTM A588 (TYP. of 6) - ALUMINUM ACCESS LADDER -- - o o - - 12" DIP IN " FLO7 8" FLxPE PIPE 12 "x8" L. 12" DIP OUT 8" FLANGE REDUCER WALL SLEEVE do SLOPE TO SUMP ADAPTER (TYP. of 2) I' ?� -� SEAL (TYP.) ALL - THREAD ROD (See Detail, This Sheet) STEEL PIPE SUPPORT 6" MIN. #57 STONE (TYP. of 6) 1'x1'x6" SUMP * 2" BY -PASS SHOWN OUT OF SECTION FOR CLARITY NOTES "•.' 1. 2" LINES PIPED WITH 2" PIPE & FITTINGS EXCEPT PRVs. WATER MAIN 2. 2" PRV's SHALL BE CLA -VAL MODEL 90G- 01ASKC (30- 300psi RANGE) OR APPROVED EQUAL. 3. MAIN PRV SHALL BE CLA -VAL MODEL 9OG- 01ABKC (30- 300psi RANGE) OR APPROVED EQUAL. 4. SIX (6) 4" ASHCROFT #1008 LIQUID FILLED PRESSURE GAUGES (0- 100psi DOWNSTREAM, 0- 150pst UPSTREAM) w /GAUGE COCKS, OR APPROVED EQUAL 5 2" BALL VALVES AND 3/4" CORPORATION STOP ARE TO BE BRASS AND RATED AT 300 PSI DESIGN PRESSURE. 6. ALL 2" PIPING IS TO BE BRASS. 7. ALL MATERIALS SHALL CONFORM TO ACSA REQUIREMENTS. PRESSURE REDUCING VALVE VAULT —CLASS A -3 CONCRETE MEGA -LUG MIN UNDISTURBED EARTH-/ 18 ELEVATION 24 TRENCH 24" MIN WIDTH MIN N.T.S. W -13 THIS DETAIL INCORPORATED FOR REFERENCE ONLY: WHEREVER IT IS NOT PRACTICAL TO USE THREADED RODS TO RESTRAIN VALVES ON THE END OF WATER LINES OR FIRE HYDRANTS, CROSS ANCHORS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL DETAIL FIGURE W -3C "CROSS ANCHOR RESTRAINTS FOR VALVES." CROSS ANCHORS SHALL BE INSTALLED AROUND DUCTILE IRON PIPE WHEREVER THE LAST VALVE ON A WATER LINE IS GREATER THAN SIX (6) FEET FROM A MECHANICAL JOINT TEE. SUCH INSTALLATIONS SHALL INCLUDE FIRE HYDRANT ASSEMBLIES AND ENDS OF TRANSMISSION MAINS, WHERE A FUTURE EXTENSION IS POSSIBLE. NOTES: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES W -3C NOT TO SCALE WALL THICKNESS 1 /2 WALL momwiC • a WALL SLEEVE (APPROXIMATE DIAMETER SEE NOTE 1 a o I EQUAL TO PIPE DIAMETER PLUS 4 ", SHALL BE PER ANNULAR SEAL MANUFACTURER'S RECOMMENDATION) w C0— w i) PIPE DIAMETER 0 � z 0 Y SEE NOTE 2 a SEGMENTED ANNULAR SEAL (LINK SEAL OR APPROVED • EQUAL) NOTES: 1. FILL OPENING WITH MORTAR TO WITHIN 1/2" OF OUTSIDE WALL 2. FILL REMAINDER OF OPENING WITH REVERE NEO -SEAL COATING PRODUCT NO. B24700 (OUTSIDE ONLY). WALL SLEEVE AND SEAL NOT TO SCALE NOTES: 1. HYDRANTS SHALL BE SELF - DRAINING, NON- FREEZING, COMPRESSION TYPE WITH 2- 3/16" MAIN VALVE OPENING. INLET CONNECTION SHALL BE 4" MJ. OUTLET SHALL BE 2-1/2" NST. 2. HYDRANTS SHALL HAVE A 3" DUCTILE IRON PIPE RISER WITH A CAST IRON STOCK TOP, AND NON- TURNING OPERATING ROD. PRINCIPAL INTERIOR OPERATING PARTS SHALL BE BRASS AND REMOVABLE FROM THE HYDRANT FOR SERVICING WITHOUT EXCAVATING THE HYDRANT. 3. FLUSHING HYDRANTS SHALL BE ECLIPSE NO. 2 POST HYDRANTS AS MANUFACTURED BY JOHN C. KUPFERLE FOUNDRY COMPANY, ST. LOUIS, MO. FLUSHING HYDRANTS I I LENGTH OF BRANCH VARIES 6' MIN (270') 18" 7 CU. FT. VALVE BOX GRAVEL 4" GATE 36 MIN v� ` VALVE ,F I o ► 8 „x4” TEE 2500 P.S.I. CONCRETE BASE AND THRUST ` • ► BLOCK AGAINST. ,�. °.• 'I `�rl° UNDISTURBED STABLE SOIL. STEEL PILE - 3/4" THREADED RODS TO MAIN IN ALL INSTALLATIONS. RODS SHALL BE WHEN THE SOIL IS DISTURBED OR GALVANIZED OR ASPHALT COATED. WHEN A HYDRANT IS LOCATED IN A (WHEREVER IT IS NOT PRACTICAL TO USE FILL, ANCHOR THE VALVE TO THE THREADED RODS TO RESTRAIN VALVES ON HYDRANT WITH 2 -3/4" THREADED THE END OF WATER LINES OR FIRE RODS IN ADDITION TO POURING HYDRANTS, CROSS ANCHORS SHALL BE CONCRETE. IF NECESSARY, A STEEL CONSTRUCTED IN ACCORDANCE WITH THE PILE SHALL BE USED AS ADDITIONAL TYPICAL DETAIL FIGURE W -3C "CROSS SUPPORT ANCHOR RESTRAINTS FOR VALVES ".) FLUSHING HYDRANT ASSEMBLY DETAIL NOT TO SCALE �TH OF Il 0 CHARLES FRANK VOTAVA �oLic. No. 034916�W ��ssJ Z�IS��~•� ONAL ' A DESIGNED: zMC IVY ROAD - FLORDON WATER CONNECTION PROJECT (PROJECT N0. 2012 -12) JANUARY 2015 s Michael i hBae erCorrporationnc. �r Authl6r# DRAWN: JLB 272 Bendix Road, Suite 40o TAX MAP SHEET s c 059 � � Virginia Beach, Virginia 23452 10 Phone: 757 - 463 -8770 MISCELLANEOUS DETAILS 059A ° �----- �---- •-,�•-- -- .,-- _--- • ---�-' CHECKED: CVF NO. DATE Fax: 757 - 463 -0503 060E1 OF 15 ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED SOIL (TYP) 2 - 3/4" DIA ALL - THREAD ROD "•.' WATER MAIN c� VALVE 24" MIN UNDISTURBED EARTH PLAN —CLASS A -3 CONCRETE MEGA -LUG MIN UNDISTURBED EARTH-/ 18 ELEVATION 24 TRENCH 24" MIN WIDTH MIN N.T.S. W -13 THIS DETAIL INCORPORATED FOR REFERENCE ONLY: WHEREVER IT IS NOT PRACTICAL TO USE THREADED RODS TO RESTRAIN VALVES ON THE END OF WATER LINES OR FIRE HYDRANTS, CROSS ANCHORS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL DETAIL FIGURE W -3C "CROSS ANCHOR RESTRAINTS FOR VALVES." CROSS ANCHORS SHALL BE INSTALLED AROUND DUCTILE IRON PIPE WHEREVER THE LAST VALVE ON A WATER LINE IS GREATER THAN SIX (6) FEET FROM A MECHANICAL JOINT TEE. SUCH INSTALLATIONS SHALL INCLUDE FIRE HYDRANT ASSEMBLIES AND ENDS OF TRANSMISSION MAINS, WHERE A FUTURE EXTENSION IS POSSIBLE. NOTES: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES W -3C NOT TO SCALE WALL THICKNESS 1 /2 WALL momwiC • a WALL SLEEVE (APPROXIMATE DIAMETER SEE NOTE 1 a o I EQUAL TO PIPE DIAMETER PLUS 4 ", SHALL BE PER ANNULAR SEAL MANUFACTURER'S RECOMMENDATION) w C0— w i) PIPE DIAMETER 0 � z 0 Y SEE NOTE 2 a SEGMENTED ANNULAR SEAL (LINK SEAL OR APPROVED • EQUAL) NOTES: 1. FILL OPENING WITH MORTAR TO WITHIN 1/2" OF OUTSIDE WALL 2. FILL REMAINDER OF OPENING WITH REVERE NEO -SEAL COATING PRODUCT NO. B24700 (OUTSIDE ONLY). WALL SLEEVE AND SEAL NOT TO SCALE NOTES: 1. HYDRANTS SHALL BE SELF - DRAINING, NON- FREEZING, COMPRESSION TYPE WITH 2- 3/16" MAIN VALVE OPENING. INLET CONNECTION SHALL BE 4" MJ. OUTLET SHALL BE 2-1/2" NST. 2. HYDRANTS SHALL HAVE A 3" DUCTILE IRON PIPE RISER WITH A CAST IRON STOCK TOP, AND NON- TURNING OPERATING ROD. PRINCIPAL INTERIOR OPERATING PARTS SHALL BE BRASS AND REMOVABLE FROM THE HYDRANT FOR SERVICING WITHOUT EXCAVATING THE HYDRANT. 3. FLUSHING HYDRANTS SHALL BE ECLIPSE NO. 2 POST HYDRANTS AS MANUFACTURED BY JOHN C. KUPFERLE FOUNDRY COMPANY, ST. LOUIS, MO. FLUSHING HYDRANTS I I LENGTH OF BRANCH VARIES 6' MIN (270') 18" 7 CU. FT. VALVE BOX GRAVEL 4" GATE 36 MIN v� ` VALVE ,F I o ► 8 „x4” TEE 2500 P.S.I. CONCRETE BASE AND THRUST ` • ► BLOCK AGAINST. ,�. °.• 'I `�rl° UNDISTURBED STABLE SOIL. STEEL PILE - 3/4" THREADED RODS TO MAIN IN ALL INSTALLATIONS. RODS SHALL BE WHEN THE SOIL IS DISTURBED OR GALVANIZED OR ASPHALT COATED. WHEN A HYDRANT IS LOCATED IN A (WHEREVER IT IS NOT PRACTICAL TO USE FILL, ANCHOR THE VALVE TO THE THREADED RODS TO RESTRAIN VALVES ON HYDRANT WITH 2 -3/4" THREADED THE END OF WATER LINES OR FIRE RODS IN ADDITION TO POURING HYDRANTS, CROSS ANCHORS SHALL BE CONCRETE. IF NECESSARY, A STEEL CONSTRUCTED IN ACCORDANCE WITH THE PILE SHALL BE USED AS ADDITIONAL TYPICAL DETAIL FIGURE W -3C "CROSS SUPPORT ANCHOR RESTRAINTS FOR VALVES ".) FLUSHING HYDRANT ASSEMBLY DETAIL NOT TO SCALE �TH OF Il 0 CHARLES FRANK VOTAVA �oLic. No. 034916�W ��ssJ Z�IS��~•� ONAL ' A DESIGNED: zMC IVY ROAD - FLORDON WATER CONNECTION PROJECT (PROJECT N0. 2012 -12) JANUARY 2015 s Michael i hBae erCorrporationnc. �r Authl6r# DRAWN: JLB 272 Bendix Road, Suite 40o TAX MAP SHEET s c 059 � � Virginia Beach, Virginia 23452 10 Phone: 757 - 463 -8770 MISCELLANEOUS DETAILS 059A ° �----- �---- •-,�•-- -- .,-- _--- • ---�-' CHECKED: CVF NO. DATE Fax: 757 - 463 -0503 060E1 OF 15 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH ACSA STANDARDS. a.•A SET DOGHOUSE BASE ON CONCRETE BLOCKS DOGHOUSE OPENING SHALL BE PREFORMED BY MANUFACTURER.— 8 "x8"x16" AND 4 "x8"x16 " SOLID CONCRETE BLOCKS CENTER W /RISER WALL (4 EACH) MANHOLE ABOVE BASE SHALL BE CONSTRUCTED AS SHOWN ON ACSA STANDARD DETAIL FIGURE S -1 —A ALLOW CONCRETE TO FLOW A MIN. 1 " -0" BEYOND BASE OF STRUCTURE EXISTING 10" WATER MIN. 12" CLEARANCE BETWEEN EXISTING PIPE AND STONE BEDDING 12" THICK VDOT No. 68 STONE BEDDING FILL DOGHOUSE OPENING AROUND EXISTING PIPE WITH 3,000 PSI CONCRETE OR NON— SHRINKING GROUT WRAP EXISTING PIPE WITH NEOPRENE GASKET MATERIAL BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON -. CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CAST —IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. MANHOLE TOP SHALL BE PRECAST CONCRETE MANHOLE FLAT TOP. 2. USE 30 "x30" BILCO TYPE J -AL ACCESS HATCH OR APPROVED EQUAL. PROVIDE DRAIN TO DAYLIGHT. 3, MANHOLE INTERNAL DIAMETER SHALL BE 48 ". TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION FOR FLOW METER NOT TO SCALE y Aw, servim"', Auth4rity DESIGNED: ZMC DRAWN: JLB CHECKED: CVF N0. DATE 711 /1 \/71111 I I A I I I A\1 AI III IIA 11111 FLOW METER MANHOLE NOT TO SCALE I Mr CA. I L MAIM IVIMIIV HIVU PROVIDE 2" BALL VALVE WITH PIPE SADDLE ON 12" WATER MAIN AIDE #12 AWG TRACER WIRE NOTES: 1. WIRE SHALL BE INSTALLED FROM WIRE ACCESS BOX TO WIRE ACCESS MN BOX. 2. WIRE SHALL BE CONTINUOUS FROM WIRE ACCESS BOX TO WIRE ACCESS BOX. 3. WIRE SHALL BE INSTALLED IN TRENCH ALONG SIDE OF PIPE. 4. CONTRACTOR TO CONFORM CONDUCTIVITY OF WIRE FROM WIRE ACCESS BOX TO WIRE ACCESS BOX. WIRE TRACER DETAIL NOT TO SCALE Michael Baker Jr., Inc. A Unit of Uichcei Baker Corporation 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 Phone: 757 - 463 -8770 Fax: 757 - 463 -0503 NEW WATER MAIN EXISTING GRADE DEBRIS CAP BY SW SERIVICES OR— MI I N. APPROVED EQUAL, CAP SIZE DEPTH SHALL MATCH VALVE BOX 24,1 DIAMETER. ADJUSTABLE VALVE BOX WITH LID. LID SHALL HAVE WATER EMBOSSED PROVIDE MINIMUM OF 24" OF EXCESS #12 AWG LOOP AND STORE IN VALVE BOX PROVIDE OPENING FOR #12 AWG WIRE #12 AWG TRACER WIRE WIRE TRACER ACCESS BOX DETAIL NOT TO SCALE IVY ROAD - FLORDON WATER CONNECTION PROJECT (PROJECT N0. 2012 -12) MISCELLANEOUS DETAILS NEW WATER MAIN TH OF I, j� t. o� �� CHARLES FRANK VOTAVA �Q Lic. No. 034916�W 1� 215' ONAL J JANUARY 2015 TAX MAP SHEET oss 11 059A 060E1 OF 15 STANDARD EROSION AND SEDIMENT CONTROL NOTES 1. The Contractor shall be required to provide erosion and sediment control measures during all phases of the work. All erosion and sediment control measures shall be in accordance with Section 02370 of the Specifications. 2. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum Standards and Specifications of the Virginia Erosion and Sediment Control Handbook, latest edition and the Albemarle County Design Standards Manual, latest edition. 3. The Contractor shall apply permanent or temporary soil stabilization to all disturbed areas within 7 days after final grade is established on any portion of the site. Soil stabilization must also be applied to disturbed areas, which may not be at final grade, but which will remain undisturbed for longer than 30 days. Soil stabilization measures shall include (but not limited to) vegetative establishment, mulching, and the early application of gravel base material on areas to be paved. 4. All erosion and sediment control measures shall be placed prior to, or as the first step in construction. 5. All erosion and sediment control measures shall be inspected daily by the Site Superintendent or his representative, and after each runoff producing rainfall event. Any necessary repairs to maintain the effectiveness of the erosion control devices and cleanup of sedimentation are the responsibility of Albemarle County Service Authority's Contractor and shall be made by the close of the working day. 6. Sediment shall be removed from paved areas on a daily basis. 7. Stock piles of soil and other erodible materials shall be stabilized or protected with sediment trapping measures. The Contractor is responsible for the temporary protection and permanent stabilization for stockpiles onsite as well as for materials transported from the project site. 8. The Contractor shall monitor and take precautions to control dust, including (but not limited to) use of water, mulch and control of construction site traffic. 9. It is Albemarle County Service Authority's Contractor's responsibility to clean streets of mud and dust and take whatever measures necessary to insure that the streets are kept in a clean and dust free condition at all times. 10. Effluent from dewatering operations shall be filtered or passed (or both) through an approved sediment trapping device, and discharged in a manner that does not adversely affect adjacent properties, wetlands, waterways, or the storm drainage system. 11. The Contractor is responsible for installation and maintenance of any additional control measures necessary to prevent erosion and sedimentation as required based on field conditions or as determined necessary by the Albemarle County Service Authority Inspector, and at no additional cost. 12. Temporary erosion and sediment control measures shall not be removed until all disturbed areas upstream of them are stabilized. After stabilization is complete, with the approval of the Albemarle County Service Authority Inspector, all measures shall be removed within 30 days. Trapped sediment shall be spread and seeded. 13. Erosion and sediment controls may only be removed after areas above them have been stabilized and with the approval of the Albemarle County Service Authority Inspector. 14. The Contractor is responsible for providing an individual holding a Responsible Land Disturber Certificate per Albemarle County requirements, who will be responsible for compliance with carrying out the land disturbing activity on this project. 15. The Contractor shall install the Safety Fence in accordance with the requirements of the Virginia Erosion and Sediment Control Handbook, latest edition. METAL FENCE POSTS OR 4x4 POSTS (TP TREE f (IC TIO N NTO SLE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. The plan approving authority must be notified one week prior to the pre- construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoffproducing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs /100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs /1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 180lbs /acre and consist of 95% Kentucky 31 or Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs /100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17- 204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commenced. (Water Protection Ordinance section 17 -207B) PLASTIC TREE JCE 00 d- FLOW N ** VDOT #3, #357, #5, #56 OR #5. COARSE AGGREGATE TO REPLACE SILT FENCE IN "HORSESHOE" WHEN HIGH VELOCITY OF FLOW IS EXPECTED 48" HIGH DENSITY ORANGE - POLYETHYLENE SAFETY FENCE 66" LONG METAL T -POST STAKE DRIVEN 18" BELOW GROUND SURFACE 1. SET POSTS AND EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 6' MAX If, l n SAPS REQNS E� ' STEEL OR WOOD SP CCE M X O GO�p \� \0 POST -IMBED 3' GROUND SURFACE WIRE OR ZIP TIES TO SECURE SAFETY FENCE TO METAL POST (TYP.) ORANGE SAFETY FENCE NOT TO SCALE 1.0' 1.5' 2.5' A - - -•- OPTIONAL STONE COMBINATION ** TOE OF FILL ENDWALL - - - -- ---- Lr-- r----- - - - - -- - -- CULVERT o• ° i0) ° TOE OF FILL SILT FENCE ° *DISTANCE IS 6' MINIMUM IF L FLOW IS TOWARD FLOW EMBANKMENT SILT FENCE CULVERT INLET PROTECTION NOT TO SCALE �I CLOTH DOWNSTREAM VIEW VDOT #1 COURSE AGGREGATE FLOW 00--► X TEMPORARY ROCK CHECK DAM NOT TO SCALE FILTER I 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. GROUND LINE 2. STAPLE WIRE FENCING TO THE POSTS. 12 1/2 GAUGE MIN. MESH SPACING 6" MAX. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. TEMPORARY SILT FENCING NOT TO SCALE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4 7X 4' TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX. _ f FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. i FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 3'RMX. \ A I A FL01It B POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood and Wyant Plate 3.05 -2 TEMPORARY SILT FENCING FOR SWALE NOT TO SCALE ��,LTH OF CHARLES FRANK VOTAVA Lic. No. 034916 W TONAL �> _� °' `i, DESIGNED: ZMC IVY ROAD - FLORDON WATER CONNECTION PROJECT (PROJECT N0. 2012 -12) JANUARY 2015 .�. Michael Uniof MichoBe/aBokerCo por'otionIlC. TAX MAP SHEET swin,rvice Auth4rity D RAWN: JLB _ Virginia Bendix Road, Suite 400 EROSION AND SEDIMENT CONTROL 059 � � Virginia Beach, Virginia 23452 12 -- - -� W- Phone: 757 - 463 -8770 059A CHECKED: CVF NO. DATE Fax: 757 - 463 -0503 NOTES & DETAILS 060E1 oF15 Page 6H -16 August 2011 Typical Traffic Control Shoulder Operation witli Alinor Encroacliment (Figure TTC-5.0) NOTES Standard 1. On divided highways having a median wider than 8', right and left sign assemblies shall be required. Guidance 2. Sign spacing should be 130W -1500' for' Linnted Access highway's. For all other roadways, the sign spacing should be 500' -800' rovheie the posted ,speed limit is greater than 45 rnph, and 350' -500' >vhere the posted speed limit is 45 rnph or less. 3. I'f'hen work takes zip part of a lane on a high volume roadway; vehicular traffic volumes, vehicle mix, speed and capacity should be analyzed to determine whether the affected lane should be closed Unless the lane encroachment analvsis permits a remaining lane width of 10 feet, the lane should be closed. If the closure operation is on a LunitedAccess highway, the nnnnnimt lane width is 11 feet. Ot (ion. 4. The ROAD WORK AI -LEAD (W20 -1) sign on an intersecting roadway may be omitted where drivers emerging fiom that roadway will encounter another advance warning sign prior to this activity area. Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, oscillating, or strobe light shall be parked 80' - 120' in advance of the first work crew. 6. Vehicle hazard warning signals shall not be used instead of the vehicle's high - intensity amber rotating, flashing, oscillating, or strobe lights. Vehicle hazard warning signals can be used to supplement high - intensity amber rotating, flashing, oscillating, or strobe lights, 7. Taper length (L) and channelizing device spacing shall be at the following: Taper Length (L) Speed Limit (mph) Lane Width (Feet) 9 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 1 450 1 495 540, 50 450 500 550 600 55 495 550 605 660 60 540 600 660 720 65 585 650 715 780 70 630 1 700 1 770 840 Minimum taper lengths for Limited Access hi hwa s shall be 1000 feet, Shoulder Taper = 'A L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0 -35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80' Constru6tion Access* 80' 120' * Spacing may be increased to this distance, but shall not exceed one access er' /, mile On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 8. The buffer space length shall be as shown in Table 614 -3 on Page 614 -5 for the posted speed limit. 9. A truck-mounted attenuator (TMA) shall be used on Limited :access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 10. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. August 2411 Shoulder Operation with Nlinor Encroachment (Figure TTC -5.0) \� tit Z LION ; V t,. , 33S "":n Y. 4rrYx • 4rrYx i ;''.•. 441 ..;;;tl'i��''''i;f 1 L - r�Y IiFf ;'009 f�•s': tty{�y Page 6H -17 G20 -2 (V) a: 80'- 120' SHADOW VEHICLE REQUIRED - TMA OPTIONAL SEE NOTE 9 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NO TE 8 TYPE B. OR C SEE NOTE 7 CHANNELIZING ° °- ''-- -" DEVICES SPACING SEE NOTE 7 -SEE NOTE 2 W20 -1 Page 6H -52 August 2011 Typical Traffic Control Lane Closure on a Two-Lane Roadway Using Flaggers (Figure TTC-23.0) NOTES Guidance: 1. Sign spacing distance should be 350' -500' where the posted speed hmit is 45 rnph or less, and 500' -800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of tine flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 61-1- -3. Generally, speaking, motorists should hcn,e a clear line of sight from the graphic fZagger symbol sign to the flagger. Option: tion: 3 vsrlyeie Right -of -Way or geometric conditions prevent the use of 48" 1-48" suns, 36" x 36" signs may be used. Standard: 4. -'lagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and /or stop before passing the work space and allow- sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 611-3 on Page 6fl-5). 5. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 6. Cone spacing shall be at the following: 7. A shadow vehicle with at least one high intensity amber rotating, oscillating, or strobe light shall be parked 80' -120' in advance of the first work crew. Option 8. A supplemental flagger may be required in thus area to give advance warning of the ovviation ahead by slowing approaching h affic prior to reaching the flagger station or queued tiafTic. Guidance: 9. If the queue of ti-gffic reaches the BE PREPARED TO STOP (V3 -4) sign, then the signs should be readjusted at greater distances. 10. When a highway -rail crossing exis't's' tivitlun or upstream of the transition area and it is anticipated that queues resulting from the lane closure night extend through the highwcm -rail grade crossing, the temporary traffic control zone should be e.stended so that the transition area precedes' the highway -rail cr'oss'ing (see Figure TTC -56 for additional it forrriation on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option. 12 Cones may be elinunated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low- volume situations with short work zones on straight roadways where the flagger is visible to road users approaching from both directions, a single flagger, positioned to be visible to road users approaching from both directions, may be used (see Chapter 6E). August 2011 Location Posted Speed Limit {mph) 0 -35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80' Lane Closure on, a Two -Lane Roadway Using Ffaggers (Figure TTC -23.0) \\ �.- •^-"-- i ".;tL.l'i;r:Y'.,yl ^liai'y�; Mrtixi ?i',x�t I '4 k:;:.t:Einr'i'''' ti3. ' ' : G2 t -2 (V) �"' /,nom• •''y'iyy.'I.Y,'.Y 'iYi;�;';:i':;.;. 'jj## E . 500 f a i \'a. ,�t :'i'i `l _.' yi =. NOII,V.LS 8399V"13 -50'-100' .'' SEE NOTE 4 80'- 120' SHADOW VEHICLE REQUIRED •• ' R�r ryiyiYrrrr rrtr` +r;T -• �;;;� �Y ... xr SEE MOTE �l d B -€ %YrYi'iYr r i5`r r'x'xT''i`r�''ivTr i t .,. xYy,,t:; : i�t', .;I •-- 50' 100 T009 t Page 6H -53 FLAGGER STATION SEE NOTE 2 W2Q -7 > W3-4 SEE NOTE 9 W20 -1 Page 6H -54 August 2011 Typical Traffic Control Non- Stationary Operation on a Two -Lane Roadway Using Flaggers (Figure TTC-24.0) N � Guidance: 1. Sign spacing distance shoidd be 350' -500' 0here, the'posted , peed bruit is 45 mph or leas, and 500' -800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure ntaxirtiinn possible sight distance in ads,ance of the flagger station and transition, (rased on the posted speed limit and at least equal to or greater than, the values it? Table 611 -3. Generally speaking, motorists shoiild have a clear line ofs'ight from the graphic flagger symbol sign to the flagger. (ion: 3. Where Right -of- -Way or geometric conditions prevent the use of =48" Y 48" signs, 36" x'36 signs may be used. Standard; 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and /or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 611-3 on Page 6 -I -5). 5. The dagger (`V20 -7) sync bol sign shall stay within i/z mile of each flagger. Guidance: 6, Ackhtional Flagger symbol signs shortld be placed at % mule intervals and either erected by the approaching flagger, or taken down as the operation proceeds past (Iris point. 7. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting fj'orn. file lane closure might elJencl through the htghtiva)-rad,, grade crossing, the temporary rralfic control zone should be extended so that the transition area precedes the higlnray -rail crossing (see Figure TTC -56 for additional inforruation on highway -rail crossings). 8. If the queue of trcrlfic reaches the BE PREPARED TO STOP (IF34) sign, then the acA ,ante warning signs should be readjusted at greater distances. Standard: 9. All flaggers shall be state certified and have their certification caret in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers), 10. A shadow vehicle with at least one amber rotating, oscillating, or strobe light shall be parked 80'- 120' in advance of the first work crew. 11. The maximum length of the work area shall be two miles. AuguA 2Qi1 Non - Stationary Operation on. a Two -Lane Roadway Using Flaggers (Figure TTC - 24.0) Page 61 -1 -55 3 .. � ;•.t;'```'tl'''1'''1YiYY +t7YYrY �� .I .t•'Ea i'''''''' i'' rYrrrh'SrlrEa'y E ttX{i;it t310N .may, 33S ;! � i 'il'ii , rt, `Yx;rk'Yx;'4ti•yy .� 1 �LiF \a „v 4 N . i'ryr ;iiiii +i;iii;�ir' 4 ; ''"YY.''YY L.;.yi i,7.•;�,;.� ,,','t: L �Y 1.x' \A \ \ G20 -2 V n ;trzYrrrr' ;' 500 Yrt .Y t'y.;fi3 a `. t ,+ N011ti1S JNI90d3d JNICIN3 it 31ON 9 GN`d 5 33S 3 2 MILES MAX NOUV.1S ONIOeV-13 4 JMNNlJ38 II INJI i 8U'- 120' I lit SEE NOTE 10 FLAGGING SEE STATION NOTE 4 ;I) SEE NOTES 2 & 5 ` • ;= =ittS'y.YfY.'�...Y YYY_'':Y:: =;;;;Y't ;',�Y, SEE 4 NOTES �a5 it r T; 'fr "Y" Y''; Ii1i17i'r' ` '' `i W20 -7 Y yYY rYYT� IVIP "•;;*`�r?n :p'khii.'i z NOTE t E ' Yi;iYZ'+'''``i,;it , �.., r;h'''r vtlyl�' W3 4 rr'r wYYi ••.i4'r'•'€ SEE \\ rz 't';;;;'' ?;'; ";' Er ; NOTE 1 \ \ Ut, W20 -4 TH OF z,;rr;i SEE .r;' ; ... . yj .'....... ' NOTE t ttra�iylt.. 1/ _ ""Y;,i:i.�.::`'Y:Y'rr =Y'V 1Y'iY •3 �"' \\ Y s zry' W21 V2 • E' 1� i YY YYYy..Y � i� �� e it CHARLES FRANK VOTAVA Lic. No. 034916�W o��ss1 215- ONAL Page 6H -60 August 2011 Typical Traffic Control Lane Closure Operation - Far Side of air Intersection (Figure TTC -27.0) NOTES Guidance: 1. Sign spacing distance should be 350' -500' where the posted speed limit is 45 rnph or less, 500' -800' where the posted speed limit is greater than 45 niph. Standard: 2. On divided highways having a median wider than 8', right and left sign assemblies shall be required. 3. 'Paper length (L) and channelizing device spacing shall be: Taper Length (L) Speed Limit (mph) Lane Width (Feet) 9 10 1 11 1 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405, 450 495 540 50 450 500 550 600 55 495, 550, 605 660 60 540 600 660 720 65 585 650 715 780 70 630 700 770 840 Minimum taper length's for Limited Access highways shall be 1000 feet. Shoulder Taper = '/3 L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0 -35 36+ Transition Spacing 20' 401 Travelway Spacing 40' 80' On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. Guidance: 4 If'rooin permits, a shadow vehicle with at least one rotating, oscillating, or high intensity amber strobe light should be parked 80' -120' (n advance of the first work crew. Standard: 5. If the posted speed limit is 45 mph or greater, the shadow vehicle shall have a truck- nnounted attenuator. 6. For emergency situations (any non - planned operation) of 30 minutes or less duration, two rotating amber lights or high intensity amber strobe lights mounted on the vehicle and visible for 3601 shall be required in addition to the channelizing devices shown around the vehicle. Also, vehicle hazard warning signals or amber oscillating lights shall be used. Guidance. 7. If'the wort,- space extends across a crosswalk, the crosswalk should be closed using the iglbr•rnanon and devices shown in Figure T'T'C -36. August 2011, Lane Closure Operation - Far Side of an Intersection (Figure TTC -27.0) 80' - 920' -T +{ ....i. i 4 CHANNELIZING DEVICES IN ADVANCE OF THE ARROW BOARD ILLUMINATED FLASHING AMBER ARROW TYPE B OR C Page 6H•61 L G20 -2 (V) 16' MIN. SEE NOTE 3 L R4 -V7R W20 -1 _� JANUARY 2015 , \�,�� DESIGNED: zMC IVY ROAD - FLORDON WATER CONNECTION PROJECT (PROJECT N0. 2012 -12) i � Michael Baker Jr., Inc. ��,�� - A Unit of Michoe/ Boker Corporation TEMPORARY TRAFFIC CONTROL TAOX59AP SHEET DRAWN: JLB � 272 Bendix Road, Suite 400 14 � � Virginia Beach, Virginia 23452 CHECKED: CVF Phone: 757 - 463 -8770 NOTES & D ETA 1 LS 060E 1 ��t ��.g � �:c.is =.r�rttr) Fax: 757 - 463 -0503 OF 15 N0. DATE t S EPTiQNAL) 1/2 L 16' MIN. SEE NOTE 3 L R4 -V7R W20 -1 _� JANUARY 2015 , \�,�� DESIGNED: zMC IVY ROAD - FLORDON WATER CONNECTION PROJECT (PROJECT N0. 2012 -12) i � Michael Baker Jr., Inc. ��,�� - A Unit of Michoe/ Boker Corporation TEMPORARY TRAFFIC CONTROL TAOX59AP SHEET DRAWN: JLB � 272 Bendix Road, Suite 400 14 � � Virginia Beach, Virginia 23452 CHECKED: CVF Phone: 757 - 463 -8770 NOTES & D ETA 1 LS 060E 1 ��t ��.g � �:c.is =.r�rttr) Fax: 757 - 463 -0503 OF 15 N0. DATE Page 6H -104 August 2011 Typical Traffic Control Surveying Operation (Figure `i'TC- 49.0) 01F ES QFF MA I'EL LjE j - Guidance 1. Sign •spacing distance should be 1300' -1500' for Linuted Access lughtvays, and on till other roadways 50W-800' where the posted speed l;ni4 is greater than 45 mph, and 350' -500" where the posted speed linut is 45 mph or less. Standard: 2. On divided highways having a median wider than 8, right and left sign assemblies shall be required. 3. Each vehicle involved in the surveying operation shall be equipped with at least one rotating atmber tight or high intensity timber light. 4. Vehicle hazard warning signals shall not be used instead of the vehicle's high - intensity amber rotating, flashing, oscillating, or strobe lights. Vehicle hazard warning signals can be used to supplement high - intensity amber rotating, flashing, oscillating, or strobe lights, 5, Maximum length of the work zone shall be two mites. O tion: 6. Where Right- of -Way and /or geatnctfic conditions do not allow the use of 48" x 48" signs. 36" x 36" signs may be used, ,Standard; 7> All workers shall wear high visibility clothing per Chapter 6D (see'Section 6D.03). 0 TR 4 TIELWAY - Guidance: 8. For ,surveying open ations on the traveltvay, 7y)pical Traffic Control F1gru e 1 "TC-23, Lane Closure on a Two -Lane Roachvay Using Flaggers, or Typical Trafjic Control Figure TTC-16 or TTC '47, 01fivide or Inside Lane Closure Operation on a Four -Lane Roadirav, should be used. August 2011 Page 6H -105 Surveying (Operation (Figure TTC-49.0) G2043 1, 31ON aaS 500' t MAXIMUM WORK ZONE 2 MILES q111 3�I1 005 SEE NOTE 1 .l:�¢�p"..: T.:.t .,•�-- .�..,'�.,,. , .x,11.. ant •t t/© 48 XY2 J� J:. w .c eD a A r c 3 b 'n r? WORK GONE SAFETY CHECKLIST v �l TRAFFIC ENGINEERING A ❑ > - WORKING DAYS 1000t3aect I t Ftl_I i' .mot w20 -8 (V) (4)w " s9LY URGENT ISMARKED ❑ TEMPORARY SIGNING) to !Jf "Nu I f_' ! 11A f to CONTRACTOR / AREA HEADQUARTERS: (CLEAN ADDITIONAL) CITY / COUNTY. PROD. NO. / PERMIT NO. / LOCATION: ❑ TYPE OF OPERATION• E:1 NO DAY / DATE. TIME: PERSON IN CHARGE, ❑ NO POSTED SPEED: MPE WEATHER CONDITION ❑ NO DAY OR NIGHT WORK El IN [] NOT IN PROGRESS - � I ai ,Iop t 131fie Traffic Proceed I U .ttal't mid To J14N It a(fic 450 5 ARE MANEUVERS DIFFICULT OR El NO M INADEQUATE UNEXPECTED`? F-1 YES F71 NO MALFUNCTION (BULB OUT, ETC.) ❑ ADEQUATE WARNING OF 24 INCORRECT PLACEMENT HAZARDS'? �r MISALIGNED BULBS ❑ IS SIGNING CLEAR / UNCLUTTERED NOT DIMMED AT NIGHT ❑ AND PROPERLY SPACED'? E] YES El NO v ARE TRAFFIC CONTROL DEVICES 630 7 COMMENTS: 770 8 SUFFICIENTLY VISIBLE? (_1 YES El NO REMOVE ADEQUATE BUFFER SPACE'? [_1 YES El NO REPAIR IS THE WORK AREA PROT'ECTED'? ❑ YES F] NO NEED ADDITIONAL MATERIALS PROPERLY STORED'' ❑ YES F] NO t ix"L,lauinwnL,raturngl+trul terufn,4 u,ur a,.us, n, a and Nikt dr c.d 1.Il'i4bA ARE LANE CLOSURES IN AC'C'ORD 0'+ri;.+, atuQlx l +ru +nkA nnJ avad+b4 ai all,unat nkcu requitcJ :, ttclrmcfltv0vr f0,,hFy- t„ +bti+t} I rh;, +, k+ +Paddir +halfhrarwCurteh,+p,d,nf Rail 4" 04, ul3hd "s,nas 3 Fhe4 c,r is r+,, un +tole for safo lt,ndm bn fijjon ,wrkwn oat lh ub. nara+n +arc+ u arrj 11tw+an < "0.rlatn. the rI U1YL +,r awllhc It'll ill u,.agr pn +m.dra tam molar+ +t ut 0-acr. th -1. 1p+udm, lot. aafeh lhruugh,avark ara,. AM! 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Virginia Department of Transportation I Fi+g�3ng atant�m „laE1 Cx pr+:c •tied €;a' pli+lw.r adz am,; waintug 9tuna 1 kSeF�tr fetr. >Ir.= nat�ic the dagger will 3rrijrri to the zwtinal ilagglit�; ,�lf +nT stt..11 1% LCn1Q`j e4i t,,ntn fall tirska qtr l3 Fit71'Jn�CI d2 ltltiE S {al.l4n, tt}Cat10F1. IStCp your Ca+t,ttt m STOP Li flag C \LUtdt,t Unlit } UU art ,fit illGtit, tl.1C°�I'i= Sta:l US7S ,tli91i be lti UllAnaLCd Rttit a (nl[lltilURt Vt a1t�C11' q31 the Sh.)l:tdtA OC the It aCtt \a \'. ii+_'tirt =nt.31 Itunin.3n,:e ut- 4•luul c.In:32t "t �SU lux/ ? (j) 1Vtih a iYdddte-- 5t,cttf l:lvlilu trtRiu. Hold the SLL)Gi Sf,t: F,+J,31v _^ stand Ithcre vau car, >r.c ,old In a,;cn U} apptcaching traffic Cl,:ar in t statj -mart' ;)+; aitiLtn a lilt the pa,idte t,7GUlg the road u,er, WA :teht d1Sia31sK tn+ln lhr _z+fphtt, flagg.r star) to Lit; tlaegsr aiattvn ;'vur trey dlitl slunat the Ciril 1,i= t� p3v'.�e:d into tilt vptcr, tape. shtl =lift 1)C �jl)' t„ �t)iJ' ttllKiC the i)4»tc,t nt>CCat itllr)� i "t$ in it tl ni �t)f �VII)j ,? i'i3y -Starlit ))i• iSiiCi til Ilt:�l \ay toGlll� [iiC it•.v,I 11�Ct-, 50Y tat Yt,U' lthrlr the Foata:.i ;p+;rd Iiilllt Is _+¢call¢ than -t 7 Ir: F h _hop Cn.` (lug to }'.)ur s =ill mt,i tvlth yvu free tjpnd Inenvn trilttia' t't.Kp1 aV.ltt31�r IIta� be nCCCS;alti 111 dl Ca+ 1l'hCrC lUn�tltl,.`n$ t,:iRaEtt) to t1YGCC -Cd to thv gpiit 13.74 .. �i4tltt taCin�' traffic elthc! Vi1 the r:tl�3 of the ahilUltl:E L'f tttC toad O: IG tltte "prize t$ atupptd tetnt3ulalzlt Alt One ialle, lttL aSC It „t'tfC IICar tt,e z} I,al'Ctlltl+E by into lll�, 1hC tla[i+tlC 1 tiIL31 tel tW n C+, that 1hC rl )F" -t t• tJ4p,Ct atlY]OftS ii1JU {d [,r tUeated .,Uetl tttlt ,n C'1'M3)i tiCitll'iZ ha, taCCn lE)u and k pMaiiet to Ii3C l=.)3l{ \l�l' «iitil5,flli It C'2 Min a,tt3itlt+Fkai SF:•SC IU 3i>s tJ la EtijtYUi tntCjl[l� 1t1C \1411i+:U':w Tt1C EtlyT311CC ;;Ierral tI.0 Cl[tCerfl 2f7 ri t;u'CL'd I112a+ihC t`(aS -li MSC from rile tla�ger ;titti�n to Shr work :)lea >77,3uiti be H =':iS}ccl;n}lkl Tl 2i ,yl ,,) fi7 ti `d 5i ul t StatJtasiagteatfe 1,uFnam.S6 V05 +li• :.ii :3� M, )>} -} {a:ttltlt, its.} C{ itiC- t" iUlltltlS: �l-. t�ti1 '41�n[)•k,lyt)Gina3�iJlaUrkiry � pCSltiatn AFth 1110 Jt'tn i'�tt.il,:�.i ttOn�entatt }' alt 0.t?" Item the t`attiY For a�cled Cllltrita$1.�+> the t11�CCi may fart altd Elili L -! E(It: tF L'C I Stand trj, tht';I3,�gic'.rl of the tstatitsay t:tcnkr trtt -fie It.ttj+l SYilh the r.tltt: ttuss0. ^ i ' S f) v ,at With a Yaddle -Fsold the , -1 . tt a3gn Paddir 331 a tatttl7o3�• {bi 1L'itll+;1'iaq - tilautt par.ltCtt Eu lr.ttT:e inUtrmin; the flag�e_° puatEfE•lt, Lv,"t. dlteetl} at the ap}m,tkh3ng Ltalti�, Pt,u:K } m ;ht,Llld xais,: tke tlas hunt thr giaaetnd to the yltuutcfer ana: atutt'Ss ficclt.illd li'jiil lki:If +C4pr��Kit Et)al)Ilit'a[.i»na +tI F, Cl dlid,lnal:C niVt:t.+tl Li'tl2LldCl,;lt(1 LVittl file fire Jattl3 ,tpt \il• tVr c,n,Wr_i tl 4th Il -e cif leer { b)1�`ktlt d k'133 - Hold tktc -,tali In a h,» Iz<ntal ilvilllvtl and extend It tort at tt iht Fla\-ct lane 17c1u� cal Ciljt P..iF 0.+ trtCiU:relt t}It UatSt � . • ., :, •: - - °.r )dtlC i.t },)k (111 Kv:KEY at thK dj,t`;f'achlt`e, t13t�l tl.. Rift,.; }Qilr t• St Rlldtt 1F1LIpt t:i: tti dl a11µ Ctflt,i:tr tree F:dn,t ^.vl €n p.ritn r.pu�rd G? app¢+:.)chlilp ritllrr and make l a1, hanli afgugf4 stilih dr +-ice'; ),lent jnake'tntet; gue',s tthaE ihry E:y.,itl,ett.tihthe Ct31tC3. � $r+uuld do 3 If font pctlnd., tint eta ropy x infurn3ed cun,,r3nln4 t?tt Irna>:n fur �. natt a paudtt or Dal., to $tvp t3ai3it: al Cyr it tt• ptacte,i the rte l,n. St1Ca rt1r3,S+ ill FFE�IIYE! Ill it'UEFZa1LLa Jnti i +7 tC1 I'+)1 .'an't, e "i atCtAillkj a bole, tltiltS4 (till {: on ttl,! 10", August 2011 Page B -3 Form #TE -97001 WORK GONE SAFETY CHECKLIST v �l TRAFFIC ENGINEERING NEED TO BE (REMOVED / REPOSITIONED / ❑ > - WORKING DAYS 1000t3aect I t CONSTRUCT [ON / MAINTENANCL I UTILITY / PERMIT :Ij s9LY URGENT ISMARKED ❑ TEMPORARY SIGNING) to !Jf "Nu I f_' ! 11A f _ RESIDENCY-. CONTRACTOR / AREA HEADQUARTERS: (CLEAN ADDITIONAL) CITY / COUNTY. PROD. NO. / PERMIT NO. / LOCATION: ❑ TYPE OF OPERATION• E:1 NO DAY / DATE. TIME: PERSON IN CHARGE, ❑ NO POSTED SPEED: MPE WEATHER CONDITION ❑ NO DAY OR NIGHT WORK El IN [] NOT IN PROGRESS A. DRIVE THRU: ❑ NO n 450 5 ARE MANEUVERS DIFFICULT OR El NO M INADEQUATE UNEXPECTED`? F-1 YES F71 NO MALFUNCTION (BULB OUT, ETC.) ❑ ADEQUATE WARNING OF 660 ' INCORRECT PLACEMENT ❑ HAZARDS'? ❑ YES ❑ NO MISALIGNED BULBS ❑ IS SIGNING CLEAR / UNCLUTTERED NOT DIMMED AT NIGHT ❑ AND PROPERLY SPACED'? E] YES El NO ❑ PERMANENT E] CONSTRUCTION ARE TRAFFIC CONTROL DEVICES 630 7 COMMENTS: 770 8 SUFFICIENTLY VISIBLE? (_1 YES El NO REMOVE ADEQUATE BUFFER SPACE'? [_1 YES El NO REPAIR IS THE WORK AREA PROT'ECTED'? ❑ YES F] NO NEED ADDITIONAL MATERIALS PROPERLY STORED'' ❑ YES F] NO UNNECESSARY (MARKINGS / ARE LANE CLOSURES IN AC'C'ORD NOT ERADICATED COMPLETED) WITH ALLOWED HOURS" F1 YES 171 NO COMMENTS: r ACCIDENTS: EVIDENCE OF AN ACCIDENT ❑ YES ❑ NO DAMAGED TRAFFIC CONTROL DEVICES ❑ SKID MARKS El DEBRIS ❑ S S /7 T r+ h v REVIEWED BY: REVIEWED WITH: (SIGN & DATE) (SIGN & DATE) COPY: CONTRACTOR, INSPECTOR, RESIDENT ENGINEER, OR OTHER 2of2 Table 6H -3, Buffer Space / Flagger Distance from Work Area tZ + Virginia Department of Transportation I Fi+g�3ng atant�m „laE1 Cx pr+:c •tied €;a' pli+lw.r adz am,; waintug 9tuna 1 kSeF�tr fetr. >Ir.= nat�ic the dagger will 3rrijrri to the zwtinal ilagglit�; ,�lf +nT stt..11 1% LCn1Q`j e4i t,,ntn fall tirska qtr l3 Fit71'Jn�CI d2 ltltiE S {al.l4n, tt}Cat10F1. IStCp your Ca+t,ttt m STOP Li flag C \LUtdt,t Unlit } UU art ,fit illGtit, tl.1C°�I'i= Sta:l US7S ,tli91i be lti UllAnaLCd Rttit a (nl[lltilURt Vt a1t�C11' q31 the Sh.)l:tdtA OC the It aCtt \a \'. ii+_'tirt =nt.31 Itunin.3n,:e ut- 4•luul c.In:32t "t �SU lux/ ? (j) 1Vtih a iYdddte-- 5t,cttf l:lvlilu trtRiu. Hold the SLL)Gi Sf,t: F,+J,31v _^ stand Ithcre vau car, >r.c ,old In a,;cn U} apptcaching traffic Cl,:ar in t statj -mart' ;)+; aitiLtn a lilt the pa,idte t,7GUlg the road u,er, WA :teht d1Sia31sK tn+ln lhr _z+fphtt, flagg.r star) to Lit; tlaegsr aiattvn ;'vur trey dlitl slunat the Ciril 1,i= t� p3v'.�e:d into tilt vptcr, tape. shtl =lift 1)C �jl)' t„ �t)iJ' ttllKiC the i)4»tc,t nt>CCat itllr)� i "t$ in it tl ni �t)f �VII)j ,? i'i3y -Starlit ))i• iSiiCi til Ilt:�l \ay toGlll� [iiC it•.v,I 11�Ct-, 50Y tat Yt,U' lthrlr the Foata:.i ;p+;rd Iiilllt Is _+¢call¢ than -t 7 Ir: F h _hop Cn.` (lug to }'.)ur s =ill mt,i tvlth yvu free tjpnd Inenvn trilttia' t't.Kp1 aV.ltt31�r IIta� be nCCCS;alti 111 dl Ca+ 1l'hCrC lUn�tltl,.`n$ t,:iRaEtt) to t1YGCC -Cd to thv gpiit 13.74 .. �i4tltt taCin�' traffic elthc! Vi1 the r:tl�3 of the ahilUltl:E L'f tttC toad O: IG tltte "prize t$ atupptd tetnt3ulalzlt Alt One ialle, lttL aSC It „t'tfC IICar tt,e z} I,al'Ctlltl+E by into lll�, 1hC tla[i+tlC 1 tiIL31 tel tW n C+, that 1hC rl )F" -t t• tJ4p,Ct atlY]OftS ii1JU {d [,r tUeated .,Uetl tttlt ,n C'1'M3)i tiCitll'iZ ha, taCCn lE)u and k pMaiiet to Ii3C l=.)3l{ \l�l' «iitil5,flli It C'2 Min a,tt3itlt+Fkai SF:•SC IU 3i>s tJ la EtijtYUi tntCjl[l� 1t1C \1411i+:U':w Tt1C EtlyT311CC ;;Ierral tI.0 Cl[tCerfl 2f7 ri t;u'CL'd I112a+ihC t`(aS -li MSC from rile tla�ger ;titti�n to Shr work :)lea >77,3uiti be H =':iS}ccl;n}lkl Tl 2i ,yl ,,) fi7 ti `d 5i ul t StatJtasiagteatfe 1,uFnam.S6 V05 +li• :.ii :3� M, )>} -} {a:ttltlt, its.} C{ itiC- t" iUlltltlS: �l-. t�ti1 '41�n[)•k,lyt)Gina3�iJlaUrkiry � pCSltiatn AFth 1110 Jt'tn i'�tt.il,:�.i ttOn�entatt }' alt 0.t?" Item the t`attiY For a�cled Cllltrita$1.�+> the t11�CCi may fart altd Elili L -! E(It: tF L'C I Stand trj, tht';I3,�gic'.rl of the tstatitsay t:tcnkr trtt -fie It.ttj+l SYilh the r.tltt: ttuss0. ^ i ' S f) v ,at With a Yaddle -Fsold the , -1 . tt a3gn Paddir 331 a tatttl7o3�• {bi 1L'itll+;1'iaq - tilautt par.ltCtt Eu lr.ttT:e inUtrmin; the flag�e_° puatEfE•lt, Lv,"t. dlteetl} at the ap}m,tkh3ng Ltalti�, Pt,u:K } m ;ht,Llld xais,: tke tlas hunt thr giaaetnd to the yltuutcfer ana: atutt'Ss ficclt.illd li'jiil lki:If +C4pr��Kit Et)al)Ilit'a[.i»na +tI F, Cl dlid,lnal:C niVt:t.+tl Li'tl2LldCl,;lt(1 LVittl file fire Jattl3 ,tpt \il• tVr c,n,Wr_i tl 4th Il -e cif leer { b)1�`ktlt d k'133 - Hold tktc -,tali In a h,» Iz<ntal ilvilllvtl and extend It tort at tt iht Fla\-ct lane 17c1u� cal Ciljt P..iF 0.+ trtCiU:relt t}It UatSt � . • ., :, •: - - °.r )dtlC i.t },)k (111 Kv:KEY at thK dj,t`;f'achlt`e, t13t�l tl.. Rift,.; }Qilr t• St Rlldtt 1F1LIpt t:i: tti dl a11µ Ctflt,i:tr tree F:dn,t ^.vl €n p.ritn r.pu�rd G? app¢+:.)chlilp ritllrr and make l a1, hanli afgugf4 stilih dr +-ice'; ),lent jnake'tntet; gue',s tthaE ihry E:y.,itl,ett.tihthe Ct31tC3. � $r+uuld do 3 If font pctlnd., tint eta ropy x infurn3ed cun,,r3nln4 t?tt Irna>:n fur �. natt a paudtt or Dal., to $tvp t3ai3it: al Cyr it tt• ptacte,i the rte l,n. St1Ca rt1r3,S+ ill FFE�IIYE! Ill it'UEFZa1LLa Jnti i +7 tC1 I'+)1 .'an't, e "i atCtAillkj a bole, tltiltS4 (till {: on ttl,! 10", August 2011 Page B -3 Form #TE -97001 WORK GONE SAFETY CHECKLIST uutt€.NFCURRI'CrININIFInnrF0 Il TRAFFIC ENGINEERING NEED TO BE (REMOVED / REPOSITIONED / ❑ > - WORKING DAYS 1000t3aect I t CONSTRUCT [ON / MAINTENANCL I UTILITY / PERMIT El s9LY URGENT ISMARKED ❑ TEMPORARY SIGNING) ❑ !Jf "Nu I f_' ! 11A f _ RESIDENCY-. CONTRACTOR / AREA HEADQUARTERS: (CLEAN ADDITIONAL) CITY / COUNTY. PROD. NO. / PERMIT NO. / LOCATION: ❑ TYPE OF OPERATION• E:1 NO DAY / DATE. TIME: PERSON IN CHARGE, ❑ NO POSTED SPEED: MPE WEATHER CONDITION ❑ NO DAY OR NIGHT WORK El IN [] NOT IN PROGRESS A. DRIVE THRU: ❑ NO D. ARROW BOARD: 450 5 ARE MANEUVERS DIFFICULT OR El NO El ADEQUATE ❑ INADEQUATE UNEXPECTED`? F-1 YES F71 NO MALFUNCTION (BULB OUT, ETC.) ❑ ADEQUATE WARNING OF 660 ' INCORRECT PLACEMENT ❑ HAZARDS'? ❑ YES ❑ NO MISALIGNED BULBS ❑ IS SIGNING CLEAR / UNCLUTTERED NOT DIMMED AT NIGHT ❑ AND PROPERLY SPACED'? E] YES El NO ❑ PERMANENT E] CONSTRUCTION ARE TRAFFIC CONTROL DEVICES 630 7 COMMENTS: 770 8 SUFFICIENTLY VISIBLE? (_1 YES El NO REMOVE ADEQUATE BUFFER SPACE'? [_1 YES El NO REPAIR IS THE WORK AREA PROT'ECTED'? ❑ YES F] NO NEED ADDITIONAL MATERIALS PROPERLY STORED'' August 2011 Page B -3 Form #TE -97001 WORK GONE SAFETY CHECKLIST uutt€.NFCURRI'CrININIFInnrF0 Il TRAFFIC ENGINEERING NEED TO BE (REMOVED / REPOSITIONED / ❑ > - WORKING DAYS 1000t3aect I t CONSTRUCT [ON / MAINTENANCL I UTILITY / PERMIT El s9LY URGENT ISMARKED ❑ TEMPORARY SIGNING) ❑ !Jf "Nu I f_' ! 11A f _ RESIDENCY-. CONTRACTOR / AREA HEADQUARTERS: (CLEAN ADDITIONAL) CITY / COUNTY. PROD. NO. / PERMIT NO. / LOCATION: ❑ TYPE OF OPERATION• E:1 NO DAY / DATE. TIME: PERSON IN CHARGE, ❑ NO POSTED SPEED: MPE WEATHER CONDITION ❑ NO DAY OR NIGHT WORK El IN [] NOT IN PROGRESS A. DRIVE THRU: ❑ NO D. ARROW BOARD: 450 5 ARE MANEUVERS DIFFICULT OR El NO El ADEQUATE ❑ INADEQUATE UNEXPECTED`? F-1 YES F71 NO MALFUNCTION (BULB OUT, ETC.) ❑ ADEQUATE WARNING OF 660 ' INCORRECT PLACEMENT ❑ HAZARDS'? ❑ YES ❑ NO MISALIGNED BULBS ❑ IS SIGNING CLEAR / UNCLUTTERED NOT DIMMED AT NIGHT ❑ AND PROPERLY SPACED'? E] YES El NO ❑ PERMANENT E] CONSTRUCTION ARE TRAFFIC CONTROL DEVICES 630 7 COMMENTS: 770 8 SUFFICIENTLY VISIBLE? (_1 YES El NO REMOVE COMMENTS. B. SIGNS: Width of Offset (Feet) ❑ ADEQUATE El INADEQUATE August 2011 NEED TO BE (REMOVED / REPOSITIONED / ❑ COVERED) ❑ NEED (CLEANING / REPLACEMENT) El CONFLICTING (PERMANENT / ❑ TEMPORARY SIGNING) ❑ NON - APPROVED SIGN SUPPORT El BLOCKED BY VEGETATION 1_71 COMMENTS: C. PORTABLE CHANGEABLE' MESSAGE SIGN. El ADEQUATE [I INADEQUATE APPLICATION DOES NOT MEET GUIDELINES ❑ INAPPROPRIATE (MESSAGE) ❑ TO MUCH INFORMATION ON P.C.M.S. El NOT DELINEATED, NO CONES / BARRELS [] COMMENTS: lof 2 E. DRUIIIS =D /OTHER =O: D O ❑ ADEQUATE ❑ INADEQUATE INAPPROPRIATE TAPER LENGTH SPACING INADEQUATE (TO LONG / TOO SHORT' (REPAIR / CLEAN / REPLACEMENT') REFLECTIVE BANDS (DAMAGED/ MISSING) ON DRUMS / OTHER DEVICES) ADDITIONAL DEVICES NEEDED MISALIGNED COMMENTS: F. TRArrIC BARRIER: Width of Offset (Feet) F] ADEQUATE ❑ INADEQUATE August 2011 IMPROPER BARRIER WALT., FLARE ❑ IMPROPER TERMINAL TREATMENT 71 BARRIER NEEDS TO BE (REALIGNED / ' 105 1 REMOVED) ❑ WARNING LIGHT (SERVICE / CLEAN) El DELINEATORS (CLEAN / ADDITIONAL ❑ 8'X 12" VERTICAL BARRIER PANELS 180 1 (CLEAN ADDITIONAL) ❑ ATTENUATOR (REPAIR / REPLACE) ❑ COMMENTS. Page B -4 Width of Offset (Feet) Page 6H -5 August 2011 FORM #TE - 97002 11 1 12 R < 25 9 G. FLAGGING OPERATION: ' 105 1 L PAVEMENT MARKERS: 125, L ❑ ADEQUATE ❑ INADEQUATE 30 1 El PERMANENT ❑ CONST'RUC'TION 150 1 NEED ADDITIONAL ADVANCE SIGNING 180 1 ❑ ADEQUATE ❑ INADEQUATE ARE FLAGPERSONS 185 2 REPLACE MISSING ❑ CERTIFIED? El YES E:1 NO REMOVE ID POSITIONED CORRECTLY'? ❑ YES ❑ NO NEED ADDITIONAL ❑ HIGHLY VISIBLE'? E] YES ❑ NO COALIIENTS. 495 5 PROPERLY CLOTHED`? ❑ YES ❑ NO 50 4 450 5 FLAGGING C"ORRECTLY9 El YES El NO J. TRUCK - MOUNTED ATTENUATOR: 49 C011LIIENTS: 495 5 PROPERLY POSITIONED? El YES [I NO 660 ' ' PROPERLY MAINTAINED / 540 6 600 6 660 7 DELINEATED? F1 YES El NO IL PAVEA1ENT i1LiRKING: 585 ` COMMENTS: 715 ❑ PERMANENT E] CONSTRUCTION 70 6 630 7 [_1 ADEQUATE ❑ INADEQUATE 770 8 K MISCELLANEOUS: ❑ YES ❑ NO REMOVE ADEQUATE BUFFER SPACE'? [_1 YES El NO REPAIR IS THE WORK AREA PROT'ECTED'? ❑ YES F] NO NEED ADDITIONAL MATERIALS PROPERLY STORED'' ❑ YES F] NO UNNECESSARY (MARKINGS / ARE LANE CLOSURES IN AC'C'ORD NOT ERADICATED COMPLETED) WITH ALLOWED HOURS" F1 YES 171 NO COMMENTS: ACCIDENTS: EVIDENCE OF AN ACCIDENT ❑ YES ❑ NO DAMAGED TRAFFIC CONTROL DEVICES ❑ SKID MARKS El DEBRIS ❑ C'Ot1L11ENTS / REC'OAL IIENDATION.' REVIEWED BY: REVIEWED WITH: (SIGN & DATE) (SIGN & DATE) COPY: CONTRACTOR, INSPECTOR, RESIDENT ENGINEER, OR OTHER 2of2 Table 6H -3, Buffer Space / Flagger Distance from Work Area August 2011 Width of Offset (Feet) Page 6H -5 g 1 'Table 6H -2, Taper Length (L) 11 1 12 R < 25 9 95 ' ' 105 1 115 1 125, L L, 52Wf60 30 1 135 1 150 1 165 1 180 1 11 35 1 185 2 205 2 225 2 245 ' ' 40 2 240 2 270 2 295 3 320 " " 45 4 405 4 450 4 495 5 540 L L =SW 50 4 450 5 500 5 550 6 600 4 49 55 4 495 5 550 6 605 6 660 ' ' 60 5 540 6 600 6 660 7 720 " " 65 5 585 ` `650:, 715 70 6 630 7 700 7 770 8 840 " " Limited Apcess Highway merging taper length (L) shall be 1000 feet regardless of the ' pasted speed. SW =L is desired for the shifting taper length with' /�L being the ' minimum. Table 6H -3, Buffer Space / Flagger Distance from Work Area Posted Speed W Width of Offset (Feet) Remarks g 1 10 1 11 1 12 R < 25 9 95 ' ' 105 1 115 1 125, L L, 52Wf60 30 1 135 1 150 1 165 1 180 1 11 35 1 185 2 205 2 225 2 245 ' ' 40 2 240 2 270 2 295 3 320 " " 45 4 405 4 450 4 495 5 540 L L =SW 50 4 450 5 500 5 550 6 600 4 49 55 4 495 5 550 6 605 6 660 ' ' 60 5 540 6 600 6 660 7 720 " " 65 5 585 ` `650:, 715 70 6 630 7 700 7 770 8 840 " " Limited Apcess Highway merging taper length (L) shall be 1000 feet regardless of the ' pasted speed. SW =L is desired for the shifting taper length with' /�L being the ' minimum. Page 6H -6 Posted Speed Limit (mph) Distance (Feet) � 20 115 — 120 25 155 — 160 30 200 — 210 35 250 — 260 40 305 — 320 45 360 — 380 50 � , � ' 425 — 445 < 55 500 — 520 60 570 -- 590 65 645 — 675 7a 73a - 760 ' Table 6H -4, Channelizing Device Spacing Posted Speed Limit (mph) Location 0-35 36 t Transition Spacing 20' 40' Travelway Spacing 40' 80` Spot Construction Access � $a' 120' * For easier access by construction vehicles into the work area, spacing of devices may be increased to this distance, but shall not exceed one access per 0.25 mile unless approved by the engineer and documented. Table 611-5 , Advance Warning Sign Spacing Road Type Spacing (Feet) Urban street with 25 mph or less pasted speed 100-200 Urban street with 30 to 40 mph posted speed 250— 350 * All Other Roadways with 45 mph or less posted speed 350-500 All Other Roadways with greater than 45 mph posted speed 500-800 Limited Access highways 1300 -1500 "` Urban streets with greater than 40 mph posted speed limits fall into this category. Note: For urban conditions, it is generally better to place all advanced warning signs within a one block area versus spreading out the signs over several blocks, however, motorist must have time to recognize and react to each warning sign see Section 6G.11. t• :�y1i `�:1 �)I ,LTH OF � CHARLES FRRNK VOTRUA � �oLic. No. 034916�W ONAL � J/ 15 I�; ��i DESIGNED: ZMC Michael Baker Jr., Inc. IVY ROAD — FLORDON WATER CONNECTION PROJECT (PROJECT N0. 2012 -12) JANUARY 2015 TAX MAP SHEET ��,�� Auth4rit - A Unit of Michael Baker Corporation TEMPORARY TRAFFIC CONTROL o59 y DRAWN• JLB 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 �`--- -- CHECKED' CVF Phone: 757 - 463 -8770 N0. DATE NOTES & DETAILS 060E1 OF 15 Fax: 757 - 463 -0503 Table 6H -4, Channelizing Device Spacing Posted Speed Limit (mph) Location 0-35 36 t Transition Spacing 20' 40' Travelway Spacing 40' 80` Spot Construction Access � $a' 120' * For easier access by construction vehicles into the work area, spacing of devices may be increased to this distance, but shall not exceed one access per 0.25 mile unless approved by the engineer and documented. Table 611-5 , Advance Warning Sign Spacing Road Type Spacing (Feet) Urban street with 25 mph or less pasted speed 100-200 Urban street with 30 to 40 mph posted speed 250— 350 * All Other Roadways with 45 mph or less posted speed 350-500 All Other Roadways with greater than 45 mph posted speed 500-800 Limited Access highways 1300 -1500 "` Urban streets with greater than 40 mph posted speed limits fall into this category. Note: For urban conditions, it is generally better to place all advanced warning signs within a one block area versus spreading out the signs over several blocks, however, motorist must have time to recognize and react to each warning sign see Section 6G.11. t• :�y1i `�:1 �)I ,LTH OF � CHARLES FRRNK VOTRUA � �oLic. No. 034916�W ONAL � J/ 15 I�; ��i DESIGNED: ZMC Michael Baker Jr., Inc. IVY ROAD — FLORDON WATER CONNECTION PROJECT (PROJECT N0. 2012 -12) JANUARY 2015 TAX MAP SHEET ��,�� Auth4rit - A Unit of Michael Baker Corporation TEMPORARY TRAFFIC CONTROL o59 y DRAWN• JLB 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 �`--- -- CHECKED' CVF Phone: 757 - 463 -8770 N0. DATE NOTES & DETAILS 060E1 OF 15 Fax: 757 - 463 -0503 , Advance Warning Sign Spacing Road Type Spacing (Feet) Urban street with 25 mph or less pasted speed 100-200 Urban street with 30 to 40 mph posted speed 250— 350 * All Other Roadways with 45 mph or less posted speed 350-500 All Other Roadways with greater than 45 mph posted speed 500-800 Limited Access highways 1300 -1500 "` Urban streets with greater than 40 mph posted speed limits fall into this category. Note: For urban conditions, it is generally better to place all advanced warning signs within a one block area versus spreading out the signs over several blocks, however, motorist must have time to recognize and react to each warning sign see Section 6G.11. t• :�y1i `�:1 �)I ,LTH OF � CHARLES FRRNK VOTRUA � �oLic. No. 034916�W ONAL � J/ 15 I�; ��i DESIGNED: ZMC Michael Baker Jr., Inc. IVY ROAD — FLORDON WATER CONNECTION PROJECT (PROJECT N0. 2012 -12) JANUARY 2015 TAX MAP SHEET ��,�� Auth4rit - A Unit of Michael Baker Corporation TEMPORARY TRAFFIC CONTROL o59 y DRAWN• JLB 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 �`--- -- CHECKED' CVF Phone: 757 - 463 -8770 N0. DATE NOTES & DETAILS 060E1 OF 15 Fax: 757 - 463 -0503 "` Urban streets with greater than 40 mph posted speed limits fall into this category. Note: For urban conditions, it is generally better to place all advanced warning signs within a one block area versus spreading out the signs over several blocks, however, motorist must have time to recognize and react to each warning sign see Section 6G.11. t• :�y1i `�:1 �)I ,LTH OF � CHARLES FRRNK VOTRUA � �oLic. No. 034916�W ONAL � J/ 15 I�; ��i DESIGNED: ZMC Michael Baker Jr., Inc. IVY ROAD — FLORDON WATER CONNECTION PROJECT (PROJECT N0. 2012 -12) JANUARY 2015 TAX MAP SHEET ��,�� Auth4rit - A Unit of Michael Baker Corporation TEMPORARY TRAFFIC CONTROL o59 y DRAWN• JLB 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 �`--- -- CHECKED' CVF Phone: 757 - 463 -8770 N0. DATE NOTES & DETAILS 060E1 OF 15 Fax: 757 - 463 -0503