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Home My WebLink AboutWPO201400090 Plan - E&S 2015-01-05jN CHARLOTTESVILLE, VIRGINIA KEY WEST WATER MAIN REPLACEMENTS SEGMENT SHEET STREET NAME W/M "A" 2 KEY WEST DRIVE W/M "A" 3 KEY WEST DRIVE W/M "A" 4 NORTHWEST LANE / GEORGE RODGERS ROAD W/M "A" 5 GEORGE RODGERS ROAD W/M "B" 6 KEY WEST DRIVE W/M "B" 7 KEY WEST DRIVE W/M "B" 8 KEY WEST DRIVE / EXPLORERS ROAD W/M "B" 9 EXPLORERS ROAD W/M "B" 10 EXPLORERS ROAD W/M "C" 11 GEORGE RODGERS ROAD / WENDOVER LANE W/M "C" 12 WENDOVER LANE W/M "D" 13 BOLLINGBROOK DRIVE W/M "D" 14 BOLLINGBROOK DRIVE W/M "E" 15 VINCENNES ROAD W/M "E" 16 VINCENNES ROAD / WILD FLOWER DRIVE W/M "E" 17 WILD FLOWER DRIVE / CHESTNUT RIDGE ROAD W/M "E" 18 CHESTNUT RIDGE ROAD W/M "F" 19 VINCENNES COURT W/M "G" 20 STEUBIN LANE W/M "H" 21 RANDOLPH COURT 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, which became effective January 4, 2014, and in accordance with Section 02510 of the Specifications. 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, and is a national requirement for all potable water applications. COMMUNITY FIRE SAFETY ACT OF 2013 (effective December 20, 2013) This Act amends the 2011 Reduction of Lead in Drinking Water Act and the Safe Drinking Water Act by exempting fire hydrants from the prohibition on the use of lead pipes, fittings, fixtures, solder, and flux. PREPARED BY: MICHAEL BAKER JR., INC. 272 BENDIX ROAD, SUITE 400 VIRGINIA BEACH, VA 23452 PROJECT NUMBER 2010 -06 0 �° G °� �U�O �0 D 11 o [] L�j e J o p v Q❑ o o� r 1 ° s f o PROJECT ,, a 1 o 4� °h�o 4vti., ALBEMARLE COUNTY J y 4.4V t LOCATION , (Rio Magisterial District c, � L7 I 1) O O c: = ° Q n f Q J p` WENDOVER LA F q D R r � • �. c, �AILEY PbIVO — — "OC9 j J c i o U rf :j c . ��o �, r: ♦' v '`2 r7 L o � o 0 ° 20 0 a �- /3P o %> R ° �r C a c? v5 ' '� o Ia La (VGA " O �j P ° EN PARK Rp �� Fr � ' / ... _--, �1 1 I 0 4 0 0 °o cal DALE ° �A A ALBEMARLE COUNTY v. £ CITY OF CHARLOTTESVILLE 1 (Ri vanna Magisterial Distrr'ct O 0 20 0 n <3QO;� o o Q� C� LOCATION MAP SCALE: 1 " = 750' RIVANNA SHEET LAYOUT, ABBREVIATIONS, LEGEND & GENERAL MAGISTERIAL 1A PRIVATE PRV CONNECTION DISTRICT & SCHEDULE TAX MAPS O2 0 PROFILE, W/M 062132) STA. & 062133 SEPTEMBER 2014 INDEX OF DRAWINGS SHEET TITLE 01 SHEET LAYOUT, ABBREVIATIONS, LEGEND & GENERAL NOTES 1A PRIVATE PRV CONNECTION PLAN & SCHEDULE O2 PLAN & PROFILE, W/M "A" — STA. 0 +00 TO STA. 15 +00 3� PLAN & PROFILE, W/M "A" — STA. 15 +00 TO STA. 30 +00 ® PLAN & PROFILE, W/M "A" — STA. 30 +00 TO STA. 45 +00 05 PLAN & PROFILE, W/M "A" — STA. 45 +00 TO STA. 51+53 © PLAN & PROFILE, W/M "B" — STA. 0 +00 TO STA. 15 +00 70 PLAN & PROFILE, W/M "B" — STA. 15 +00 TO STA. 30 +00 ® PLAN & PROFILE, W/M "B" — STA. 30 +00 TO STA. 45 +00 O9 PLAN & PROFILE, W/M "B" — STA. 45 +00 TO STA. 60 +00 10 PLAN & PROFILE, W/M "B" — STA. 60 +00 TO STA. 67 +41 11 PLAN & PROFILE, W/M "C" — STA. 0 +00 TO STA. 10 +00 12 PLAN & PROFILE, W/M "C" — STA. 10 +00 TO STA. 18 +40 13 PLAN & PROFILE, W/M "D" — STA. 0 +53 TO STA. 10 +00 14 PLAN & PROFILE, W/M "D" — STA. 10 +00 TO STA. 15 +50 15 PLAN & PROFILE, W/M "E" — STA. 3 +00 TO STA. 15 +00 16 PLAN & PROFILE, W/M "E" — STA. 15 +00 TO STA. 30 +00 17 PLAN & PROFILE, W/M "E" — STA. 30 +00 TO STA. 45 +00 18 PLAN & PROFILE, W/M "E" — STA. 45 +00 TO STA. 49 +25 19 PLAN & PROFILE, W/M "F" — STA. 0 +00 TO STA. 3 +23 20 PLAN & PROFILE, W/M "G" — STA. 0 +00 TO STA. 7 +14 21 PLAN & PROFILE, W/M "H" — STA. 0 +00 TO STA. 5 +33 22 MISCELLANEOUS DETAILS 23 MISCELLANEOUS DETAILS 24 EROSION AND SEDIMENT CONTROL NOTES & DETAILS 25 PAVEMENT RESTORATION PLAN, NOTES & DETAILS 26 TEMPORARY TRAFFIC CONTROL NOTES AND DETAILS 27 TEMPORARY TRAFFIC CONTROL NOTES AND DETAILS 28 WATER MAIN ABANDONMENT PLAN y , APP by the Albemarle County CHARLES FRANK VOTAVA 9 Community Develo ment Department 'A L'c• N 034916 Date ,' -- _ { 9�02�1 File , sI0NAL �� 12 O) kp 64 �pGA 63 L. WILDFLOWER 44 G DR \ J •)O 1 R \\ 57 58 \ J / 51 55 56 49 4$ 47 \OR- o cs � � \ CENNES J 34 a / f O 31 44 O c O o VIN C� 35 33 32 43 O 8 \10 11 42 �i O \\ J 53 WENDOVER LA O &- f / \ 54 ❑ \ X41 ❑ ° �� \ 5 40 38 L c ,. ,� . ,.••- .:.,_...� �� •� �Oq \ 24 U �.• ��, ,r� X13 � a �. `�. 30 V >cL ID \� O D ° C2 , J � 15 \ � 18 O - � © 2 19 17 O , O o LLJ O c� Q •� �� ___ \ ... \ SHEET LAYOUT SCALE: 1" = 500' 1 r DESIGNED: WOW Ity e rVi c e A'u t h 6' r DRAWN: N E L CHECKED: CVF N0. DATE SCALE 500 0 500 1.000 Ft. 1' =500' EXISTING WATER SERVICES REQUIRING PRIVATE PRV INSTALLATION Map ID Service Address Ex. PRV per 1998 Records New PRV to be Installed 062B1, 102 Blueberry Rd YES be Installed 1\ 104 Blueberry Rd YES YES 108 Blueberry Rd YES 2p 109 Blueberry Rd YES YES \ 113 Blueberry Rd YES 22 114 Blueberry Rd YES YES 33 116 Blueberry Rd YES YES 23 117 Blueberry Rd YES YES 35 118 Blueberry Rd YES YES 36 119 Blueberry Rd YES YES 37 121 Blueberry Rd YES YES 38 122 Blueberry Rd YES YES 39 123 Blueberry Rd YES YES \ 101 Bollingbrook Dr YES YES 41 102 Bollingbrook Dr YES YES 42 103 Bollingbrook Dr YES YES 104 Bollingbrook Dr YES 43 105 Bollingbrook Dr YES YES 106 Bollingbrook Dr YES \4 109 Bollingbrook Dr YES YES \ 110 Bollingbrook Dr YES YES \ 111 Bollingbrook Dr YES YES 46 112 Bollingbrook Dr YES YES \ 113 Bollingbrook Dr YES YES 48 114 Bollingbrook Dr YES YES O 115 Bollingbrook Dr YES YES 50 116 Bollingbrook Dr YES YES \ 117 Bollingbrook Dr YES YES 51 118 Bollingbrook Dr YES YES 10 119 Bollingbrook Dr YES YES 120 Bollingbrook Dr YES 11 121 Bollingbrook Dr YES YES 122 Bollingbrook Dr YES 112 Chestnut Ridge Rd YES 114 Chestnut Ridge Rd YES 116 Chestnut Ridge Rd YES 12 117 Chestnut Ridge Rd YES YES 118 Chestnut Ridge Rd YES 120 Chestnut Ridge Rd See Note 2 102 George Rogers Rd YES 103 George Rogers Rd YES 104 George Rogers Rd YES 25 105 George Rogers Rd YES YES 53 106 George Rogers Rd YES YES 54 108 George Rogers Rd YES YES 13 109 George Rogers Rd YES YES 26 110 George Rogers Rd YES YES 27 112 George Rogers Rd YES YES 28 200 George Rogers Rd YES YES 14 100 Juniper Ln YES YES 15 101 Juniper Ln YES 16 102 Juniper Ln YES YES 17 103 Juniper Ln See Note 2 YES 18 99 Key West Dr YES YES 30 101 Key West Dr YES YES Map ID Service Address Ex. PRV per 1998 Records New PRV to be Installed 062B1, 104 Key West Dr YES be Installed 19 105 Key West Dr YES YES 106 Key West Dr YES 2p 108 Key West Dr YES YES 21 109 Key West Dr YES 22 310 Key West Dr YES 33 319 Key West Dr YES YES 23 320 Key West Dr YES 35 322 Key West Dr YES YES 36 323 Key West Dr YES YES 37 324 Key West Dr YES YES 38 325 Key West Dr YES YES 39 326 Key West Dr YES YES 40 327 Key West Dr YES YES 41 329 Key West Dr YES YES 42 330 Key West Dr YES YES 331 Key West Dr YES 43 332 Key West Dr YES YES 333 Key West Dr YES 44 4 Key West Dr YES YES 45 i =:�stDr YES YES 336 Key West Dr YES 46 337 Key West Dr YES YES 47 338 Key West Dr YES YES 48 340 Key West Dr YES YES 49 342 Key West Dr YES YES 50 344 Key West Dr See Note 2 YES 346 Key West Dr YES 51 348 Key West Dr YES YES 349 Key West Dr YES 350 Key West Dr YES 352 Key West Dr YES 353 Key West Dr YES 354 Key West Dr YES 355 Key West Dr YES 356 Key West Dr YES 24 393 Key West Dr YES YES 395 Key West Dr YES 397 Key West Dr YES 399 Key West Dr YES 400 Key West Dr YES 401 Key West Dr YES 25 403 Key West Dr YES 53 404 Key West Dr YES YES 54 405 Key West Dr YES YES 55 407 Key West Dr YES YES 26 408 Key West Dr YES 27 409 Key West Dr YES 28 411 Key West Dr YES 59 100 Northwest Ln YES YES 29 101 Northwest Ln YES 61 102 Northwest Ln YES YES 62 103 Northwest Ln See Note 2 YES 63 104 Northwest Ln YES YES 30 105 Northwest Ln YES Properties with existing PRVs per 1998 records 96 NOTES: PRVs identified by Resident (See Note 2) 4 Properties requiring new PRV installation 65 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 Map ID Service Ex. PRV per 1998 New PRV to 062B1, Address Records be Installed 06283 106 Northwest Ln YES 107 Northwest Ln See Note 2 108 Northwest Ln YES 31 1 Vincennes Ct YES 32 3 Vincennes Ct YES 33 5 Vincennes Ct YES 34 6 Vincennes Ct YES 35 7 Vincennes Ct YES 36 11 Vincennes Ct YES 37 13 Vincennes Ct YES 38 101 Vincennes Rd YES 39 102 Vincennes Rd YES 40 103 Vincennes Rd YES 41 105 Vincennes Rd YES 42 106 Vincennes Rd YES 107 Vincennes Rd YES 43 108 Vincennes Rd YES 109 Vincennes Rd YES 44 110 Vincennes Rd YES 45 112 Vincennes Rd YES 114 Vincennes Rd YES 46 115 Vincennes Rd YES 47 116 Vincennes Rd YES 48 117 Vincennes Rd YES 49 118 Vincennes Rd YES 50 119 Vincennes Rd YES 120 Vincennes Rd YES 51 125 Vincennes Rd YES 98 Wendover Ln YES 100 Wendover Ln YES 101 Wendover Ln YES 102 Wendover Ln YES 103 Wendover Ln YES 105 Wendover Ln YES 106 Wendover Ln YES 107 Wendover Ln YES 108 Wendover Ln YES 109 Wendover Ln YES 110 Wendover Ln YES 111 Wendover Ln YES 112 Wendover Ln YES 52 113 Wendover Ln YES 53 115 Wendover Ln YES 54 117 Wendover Ln YES 55 93 Wildflower Dr YES 56 94 Wildflower Dr YES 57 95 Wildflower Dr YES 58 96 Wildflower Dr YES 59 97 Wildflower Dr YES 60 109 Wildflower Dr YES 61 111 Wildflower Dr YES 62 113 Wildflower Dr YES 63 114 Wildflower Dr YES 64 115 Wildflower Dr YES 65 116 Wildflower Dr YES 1) The Contractor shall verify if there is an existing PRV prior to re- connection of the existing water service to the new water main. If the existing PRV noted herein is not located, the Contractor shall install a new PRV as part of the water service re- connection, and shall be compensated for such installation at the unit rate specified in the Contract. 2) The resident identified an existing PRV at this location that was not reflected in ACSA's 1998 records, which may or may not be installed within the structure. 3) All new installations will be behind the meter box. No installations will be permitted within the structure /dwelling. KEY WEST WATER MAIN REPLACEMENTS (PROJECT N0. 2010 -06) PRIVATE PRV CONNECTION PLAN &SCHEDULE 4A'111TH OF `' CHARLES FRANK VOTAVA � Li c. N 034916 W 0 `SIONAL SEPTEMBER 2014 TAX MAP SHEET 062B1, 1A 06282 & 06283 OF 28 GENERAL NOTES: 1. Anticipated working pressure for the Project shall be between 50 and 120 P.S.I., depending on location. 2. 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 Zh control. Elevations are feet above mean sea level. Topology provided by Rinker Design Associates using conventional survey methods, November 9, 2011. 3. All materials and construction shall comply with the current edition of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority. 4. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper Service Authority officials at the start of the work. 5. The location of existing utilities are shown as approximate in location, and are based on utility designations performed under Miss Utility of Virginia Designer Ticket #A122900486 (dated August 2010). In areas where existing water mains were not marked under the design ticket, GIS information was utilized to indicate the presence of and show approximate locations. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and observed field conditions. 6. CONTRACTOR SHALL BE AWARE THAT EXISTING UNDERGROUND UTILITIES MAY EXIST WITHIN THE WORK AREA, WHICH ARE NOT INDICATED ON THE PLANS AND '/OR ARE UNMARKED IN THE FIELD, The Contractor shall exercise caution during excavations, and use due diligence to protect all utilities and structures from damage at all times. Damage to any existing utilities, structures, poles, guy wires, or other features shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 7. The Contractor shall be responsible for notifying Miss Utility of Virginia (811 or 1- 800 - 552 -7001) sufficiently in advance of the start of construction, in accordance with Section 01500 of the Specifications. 8. All water mains shall have a minimum of three (3) feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and waterlines, etc. 9. All appurtenances (such as valves, blow -offs, hydrants and meter boxes) are to be located outside of roadside ditches. 10. Contractor shall locate all existing water service lines and sanitary laterals 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. Upon completion of new water service installations, all existing water service lines, meters, setters and meter boxes shall be abandoned and /or removed in accordance with the details and project Specifications, unless otherwise noted, and as shown on Sheet 28. 12. Unless otherwise noted, existing water mains may be asbestos cement (transits) pipe. The Contractor shall comply with Section 02510 of the Specifications for handling, tapping, disposal of asbestos cement (transite) pipe materials, as well as all applicable local, state and Federal regulations. 13. 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 /laterals and 12" for all other utilities, as specified in Albemarle County Service Authority Construction Specifications (latest edition), at no additional cost to the Owner. 14. Trench restoration for pipe installations shall be in accordance with the detail shown on Sheet 22. As a part of trench restoration in pavement areas, sub -base, asphalt concrete base course (Type BM), and asphalt concrete surface course (Type SM) shall be placed over the trench width, extending 12- inches on either side to create the required bench, in accordance with the VDOT Land Use Permit. 15. Provide full -width asphalt surface treatment (Slurry Seal Coat) in accordance with VDOT Road and Bridge Specifications, Section 02700 of the project specifications. Refer to Sheet 25 for limits of asphalt surface treatment restoration, or as otherwise directed by the Engineer or the VDOT Inspector. 16. Pavement areas outside the areas of construction which are damaged as a result of hauling materials and equipment, shall be restored to the satisfaction of VDOT, at no additional cost to the Owner. SURVEY ABBREVIATIONS ADW Asphalt Driveway CDW Concrete Driveway GDW Gravel Driveway c &c Curb and Gutter EP Edge of Pavement csw Concrete Sidewalk CA Concrete Apron BsW Brick Sidewalk BRW Brick Retaining Wall TRW Timber Retaining Wall UTH Utility Handhole SRW Stone Retaining Wall CRW Concrete Retaining Wall CWS Concrete Wheel Stop WOW 2�1 12/15/14 VSMP COMMENT RESPONSE NEL CVF N0. DATE 17. 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 and temporary water service 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. 18. 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. 19. The Contractor shall be responsible for restoring all disturbed areas to their original elevations, unless otherwise indicated on the drawings. 20. The proposed water mains shall not be installed closer than 5 feet to any existing utility pole, guy wire or guy pole without protecting same. Whenever the Water Main is within 5 feet of the utility pole, guy wire or guy pole, the Contractor shall notify Owner of some and bear the cost for temporary bracing or relocation. 21. The Contractor shall be responsible for removing and placing 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. 22. 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. 23. Based on information provided by Miss Utility of Virginia, utility service providers within the project areas may include, but may not be limited to: 24. - Albemarle County Service Authority 25. Field Contact: Scott Krebelder, 434 - 531 -0714, Ext. 146 26. In the event of damage call 434 - 531 -0714, Ext. 146 27. - City of Charlottesville (Gas and Water) 28. Field Contacts: Cliff Hunt (Gas) or Jason Payne (Water), 434 - 970 -3800 29. In the event of damage call 434 - 970 -3800 30. - CenturyLink 31. Field Contact: Consolidated. 866 -808 -0099 32. In the event of damage call 800 -788 -3600 33. - Comcast 34. Field Contact: Consolidated. 866- 808 -0099 35. In the event of damage call 800 - 441 -6917, Option 1 36. - Dominion Virginia Power' 37. Field Contact: Consolidated, 866 - 808 -0099 38. In the event of damage call 888 -667 -3000 Kwwhaft below, 39. - Rivanna Water and Sewer Authority noaft 40. Field Contact: Travis Goode, 434 - 977 -2970 41. In the event of damage call 434 - 977 -2970 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, which became 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. COMMUNITY FIRE SAFETY ACT OF 2013 (effective December 20, 2013) This Act amends the 2011 Reduction of Lead in Drinking Water Act and the Safe Drinking Water Act by exempting fire hydrants from the prohibition on the use of lead pipes, fittings, fixtures, solder, and flux. LEGEND SCALE 500 0 500 1,000 Ft. 1' =500' s /1 SHEET 18 C SHEET 10 i `\ J� SHEET 9 a J SHEET 8 TEVe / SHEET 17 Q /N o �.. /<;> 1b 0 SHEET 21 SHEET 7 SHEET 20 01 , SHEET 16 1 \ J 71 OI / SHEET 19 VINOEN _ ,, „ J, = o � SHEET 15 5? ' GS -�J` M Q a U ° V J' � ` SHEET 12 i t; �� s WENDOVER LA =_ 0 O� C 20 `` cF o �? r SHEET 11 SHEET 6 .\ < SHEET 14. �1 0 SHEET 13 too q" a' C; SHEET 4 ♦ �4 � o � U SHEET 3 ♦ - 3 ri cp, SHEET 5 n o I . SHEET 2 o ' I �. SHEET LAYOUT SCALE: 1" = 500' EXISTING STRUCTURES & FEATURES PROPOSED STRUCTURES & FEATURES ucE Underground Electric W Water Main Underground Cable (approx., W(DATUR) Water Main (Data According Water Main - F W Cap Existing Water Main UGC based on utility records) to Utility Records) Valve }} W Existing Water Main UGT Underground Telephone - - Property Line or R/W (To Be Abandoned) Ex. Asphalt Pavement =w--- Sanitary Sewer and Manhole Fire Hydrant Prop. Easement AL Sign - - Ex. Storm Sewer Blow -Off Assembly -T sF Silt Fence - ► o Mailbox Overhead Utilities Air Release Assembly cp ;r--- 0 Meter Box MISO Mulched Landscape Area � Check Dam Reducer ® Sanitary leanout rY C.I.P. Cast Iron Pipe zH of G� Water Meter Fire Hydrant P.V.C. Polyvinyl Chloride '► Utility Pole D.I.P. Ductile Iron Pipe CHARLES FRANK VOIAVA Woods or Tree Line C.M.P. Corrugated Metal Pipe Li c. N 034916 °�,09/02/)4j'N A.C.P. Asbestos Cement Pipe "sIONAL R.C.P. Reinforced Concrete Pipe Michael Baker Jr., Inc. KEY WEST WATER MAIN REPLACEMENTS (PROJECT NO. 2010 -06) SEPTEMBER 2014 A Unit of Michoe/ Baker Corporation TAX MAP SHEET Waker 272 Bendix Road, Suite 400 I Virginia Beach, Virginia 23452 Phone: 757 - 463 -8770 SHEET LAYOUT, ABBREVIATIONS, LEGEND & GENERAL NOTES 0 0622132 132 & Fax: 757- 463 -0503 06283 OF 28 Ex. 6" Lot Ex. 12" \�\ \ C.I.P. W/M Block ' \" / D.I.P. W/M \+ #322 \ N-1 Prop. 12" Sta D.I.P. ;� -\ +\ . 0 +15 Lot 2 „ Water Main A \+ Block "C" See Sheet 5 8"-90* Bend 324 \, (Conc. Anch.), / # Sta 4+56 8 "x6" Tee Conc. Anch. Ex. SF 6" Gate Valve & Box A - Fire 10 L.F. 6" D.I.P. W/M / Hydrant Water Hydrant Ex. 6 \ \ \ Services See Detail, Sheet 23 ` W/M \ \ R/W Lot 3 \ � Block "C„ \ 326 Asphalt\ \ # G oP Ditch \ O� � 1 �,� Sta. 0 +00 �G 1� Install 12 "x8 "\ \ \� Q Sta. 8 +03 �O O� Tapping 8 " -1 1 1/4' Bend � Sleeve and S2orm.M.P. `� \ \\ \ s� Ex. 6" (Conc. Anch.) \ Valve (Conc. \t C.I.P. W/M Sta. 7 +57 \ Anch.) ,' Asphalt Ditch 8 " -90' Bend ` � gs Prop. 8" D.I.P. Water Main "A" (Conc. Anch.) E/P \ \ Lot 1 Ir\ \ Block „B„ \ R/W \\ #101 Prop. Ex. Water ,-,Service Easement — SF \ 24" C . M.P. Storm S' •,, , �` W ,_'_� Ex. Water Sey�ice / w Sta. 5+37- 8"-11 1/4* Bend 6 ---- T (Conc. Anch.) 12" C.M.P. SF Lot 18 \ Lot 2 '' Sta. 5 +82 Storm Block "B" Block "B" \ 8 1 1 1/40 Bend Sta. 6 +21 ' 103 430: N . ..... ... . CD 0 00 > > C : w w M Ii1 LO N N Q Q =rnc� 420:: a c v o rn c I . ......... . . c } o- c o o r. v Co 0 v 8 41 ................ ........... 3' Min. Cover Lot 6 Lot 7 \ Block "C" \ Block "C" #334 #336 Lot 5 \ Block "C" \ Connect New Water R W SF o #332 Service to Ex. Water / Service (Typ.), See - i \ EP \ Note 1 This Sheet / Sta. 10 +00 ice' 8 "x6" Tee (Conc. Anch.) \ \ 6 Gate Valve & Box M / I 10 L.F. 6" D.I.P. W Ex. Water Hydrant \ Service kv Y O See Detail, Sheet 23 ,,, i \ Prop. 8 D.I.P. / R/W Water Main "A" \� '� �/ Ex. 6" �w Lot 4 \ Prop. 't,; �\; ' C.I.P. W/M Block „C" Easement #330 Sta. 9 +95 8" Gate Valve \ice �j� Dr Lot 7 ' & Box , - \ Block „B„ \ 21 " �,'' ��\ � � #335 Storm Ex. Water \ \ Lot 9 Service „ „ ' Block B #349 Ex. Water Service , \ \ Ex. Fire Hydrant $ Ex. Water Service \ i Z NOTES: 7 +28 Sta. 12" C.M.P. Reconnect all existing water services in 8"-90* Bend \ Storm Lot 6 Lot 10 1 . Block "B" " accordance with the details on Sheet 23 # 333 #353 (Conc. Anch) \\ \ Block B and General Note 10 on Sheet 1. \ 2. Contractor to verify all existing utilities Sta. 7 +22 \ prior to construction. Refer to General (Conc. Anch.) 8 " -1 1 1 /4' Bend Sta. 7+16 1 Air Release Notes 5, 6 and 7 on Sheet 1. (Conc Anch) Lot 8 " -11 1/4' Bend Valve Lot 5 ' Lot 3 N N .................................. L Block B {Conc. Anch.) r+ LO m +...... Sta. 6 +68 .... ..............+ ......... .. __ ....... +�I #329 8 Block "B" V-11 1/4' Bend ...... 0 ..R......... .................... . ........,... ..... 420 % PLAN #327 Co (D (Conc. Anch) J..... 410 (D Scale: 1 " =50' ...... .... ........ ........ ........ .... ...... _ X wM ... ............................ W ! ~ Q% ..... .. .; r.......... m 3 v cn.......... ........... ......... ........... .......... .... ............................. .., .. ........... ............... ............................... ........ ........ ......_. .. ..... .: 400 m . — W C m e m C m c m C m C „ ,. W M Min Clear Prop / m C m C Q ..... + 390 Y Q • Q .:_ .,� -- �-- : ......... .. Q Q Q Q • Q .. .........._ . ... .............._ w ....... .. _ " co V......( -�- —. R...... — — c .380 Prop. 8" D.I.P. Water Main J r v.................. c 0 — o c 0 ......... c 0 ........ c 0 . ...... _ ................................... c 0 c O ........ ......... wl p ^I 0 w U O V V U r- U m 00 U 00 U N 034916 W °��,01 07� y��w m v I OVERHEAD UTILITIES I I I I L Q Co 00 00 Co 00' . ................................... . .... .. .. ..... ....... ......... ......... J ,.. ......... .. ........_... .............. . ... ......._ w...... _._.. ...... (c o ... ............... ..... .. ...... ............. . . ........ . . . . D W1% r% SZ �� r1 1 D W.4 ♦ n r W os l p, � WOW NEL CVF N0. I DATE 4 '0 LO +I re) I 00 .... ... .............. ............. 5 T11 T 6 00 c s Mm V W c •' a V.. n U V M SCALE 50 0 50 100 Ft. 1' =50' 10 0 10 20 Ft. 1' =10' 1 " =10' Vert. Block "B" #331 2.1.. "C. M P .. ....... Storm Drain Inv.. 374.6 �... _ M 3. Refer to General Notes 20 and 21 on Sheet 1. 4. Refer to Sheet 28 for Abandonment Plans. N N .................................. L ......... ..... ......... v r+ LO m +...... .... ..............+ ......... .. __ ....... +�I 7 8 SCALE 50 0 50 100 Ft. 1' =50' 10 0 10 20 Ft. 1' =10' 1 " =10' Vert. Block "B" #331 2.1.. "C. M P .. ....... Storm Drain Inv.. 374.6 �... _ M 3. Refer to General Notes 20 and 21 on Sheet 1. 4. Refer to Sheet 28 for Abandonment Plans. Michael Baker Jr., Inc. A Unit of Michael Baker Corporation 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 Phone: 757 - 463 -8770 Fax: 757 - 463 -0503 THIS SHEET �.../ KEY WEST WATER MAIN REPLACEMENTS (PROJECT N0. 2010 -06) SEPTEMBER zo,a SHEET PLAN &PROFILE, W/M "A" - STA. 0 +00 TO STA. 15 +00 06281 z OF 28 .................................. L ......... ..... ......... v m �.% m ad Q c1d, m- v .......... ... .......... ...... 0 ..R......... .................... . ........,... ..... 420 % V v > w Co (D J..... 410 (D to o ,, ..... X wM W ! Q% ..... .. .; r.......... cn.......... ........... ......... ........... .......... .... ............................. .., .. ........... ............... ............................... ........ ........ ......_. .. ..... .: 400 m . W Ex. Water Service Ex. (Grade Over 3' Min. (Elev. Unknown) 12 „ ,. W M Min Clear Prop / Cover (To Be Abandoned) . o0 ........ ....... ........ _ ......... .. ..... + 390 Ex. Water Services (El ev. Unknown) .:_ .,� -- �-- : ......... .. (To Be Abandoned) � r -�- — — — c .380 Prop. 8" D.I.P. Water Main J r v.................. ......... ........ . ...... _ ................................... .... 370 ........ ......... ....... 6 TH OF � in 0) O o Y I 10 11 ......... _ ..... ........ 12 13 14 • `' CHARLES FRANK VOTAVA 9 • • N 034916 W °��,01 07� y��w OVERHEAD UTILITIES SIGNAL Michael Baker Jr., Inc. A Unit of Michael Baker Corporation 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 Phone: 757 - 463 -8770 Fax: 757 - 463 -0503 THIS SHEET �.../ KEY WEST WATER MAIN REPLACEMENTS (PROJECT N0. 2010 -06) SEPTEMBER zo,a SHEET PLAN &PROFILE, W/M "A" - STA. 0 +00 TO STA. 15 +00 06281 z OF 28 NOTES: 1. Reconnect all existing water services in accordance with the details on Sheet 23, and General Note 10 on Sheet 1. 2. Contractor to verify all existing utilities prior to construction. Refer to General Notes 5, 6 and 7 on Sheet 1. 3. Refer to General Notes 20 and 21 on Sheet 1. 4. Refer to Sheet 28 for Abandonment Plan. 5. Contractor shall protect property corner pipe at all times during construction. eta. i rs+1 send (Cons. Water M6in „A„ --v� -F - UR/ SF 8" Gate Valve Anch.) See Note 4 1 0 44 / & Box S) Sta. 20 +48 / \, Sta. 17 +81 Asphalt Q / „ 8 x6 Tee Conc. Anch. • 8 —1 1 1 /4 Bend „ ( ) Ditch � ��' E/P ::Prop 12 • D.I.P. (Conc. Anch.) Lot 8 10 L.F. 6 D.I.P. W/M Water Main B / 15 C.M.P. �J See Sheet 6 Block B 6" Gate Valve & Box y Q� ' Sta. 17 +58 #337 \ Storm �` w , / 8 " -11 1/4" Bend Hydrant \ Ex. 6 C.I.P. W/M / See Detail, Sheet 23 / Connect New Water Service (Conc. Anch.) Lot 9 to Ex. Water Service (Typ.), R/W / �f �' Sta. 17 +54 ��, Block "B" See Note 1 This Sheet -�� Pro 12" D.I.P. Sta. 18 +05 + „ , ,�� „ p „ � � ��,� 8 —45 Bend � #349 8"-22 1/2' Bend Sta. 17 25 �, - Water Main A / ' 8 " -90' Bend (Conc. Anch.) Lot 10 Asphalt �,>'" See Sheet 4 '(Conc. Anch.) Ditch / (Conc. Anch.) \ Ex. 6" C.I.P/ �, Block "B" P ,- ---- / e E/ 1\ W/M .ce Lot 7 #353 SF 21 " C.M.P. Storm 6 \ Top: 379.78 �+ \`� . / e Block „B„ R/W ��\ ` e Ex. Water Services F °' '` SF m % of 4 `�� #335 / Ex. Waiter Service 100 Sr Sta. 16 +54 Fi- �� / Lot 11 fee 8"-11 1 /4 Bend �� SF +.` O Block B Ex. Fire Hydrant i (Conc. Anch.) �% %i s� �ajX #355 �O X Ex. Waiter Service q}joN anal � Sta. 29 +51 /' y,�Q. Lot 8 s� e Lot 6 8 Gate Valve & Box Nr` Lot 9 e Block C Block "B" /� �' �'�,�'� Block C o #338 r #333 , - ' or Sta. 29 +86 #340 �' Sta. 15 +19 0�0 Sta. 29 +57 o� „ „ ( ) 8 "x6" Tee (Conc. Anch.) „ 6" Gate TValve &c Box nch. 34 L. F. 6" D.I.P. W/M 8x12 Reducer" 35 L. F. 6" D.I.P. W/M 6" Gate Valve & Box Sta. 15 +14 Sta. 29 +62 W/M A = 12" ate Hydrant „ y Hydrant 8" Gate Valve LAN Sta. 0 +00 W/M "B" 12 Gate See Detail, Sheet 23 See Detail, Sheet 23 & Box Scale: 1 =50 12 "x12" Tee (Conc. Anch.) Valve & Box ........ ......... ........ ......... .... ....... . ........ ........ ....... ......... ........................ ... ........ ......... ................ . .._ ... .. ... _ _.... ........ ........ .. ...._...... .......................................... _ _ ..... ....._... ........ ... ........ ......... ..... ...... _ .......................... 430 30 X ^ � X X -0 ^ -p n -p ^ ^ � X t 'p..^ ^ X } ^ X L m ^ )C )C C • C a°o t \moo ms mt m= mt acis! ms m m= ms �s t \m o m� sm \v ms m 0 �s M rm \v � 3 m m m m m 0 v 3 m v 3 L m v 3 c -v c c c c c m c m e m, c m e c c c c c c �i a d �. a a a Q a a �S a a a a �i >. a a �S >. a �S m N a �S a �i >. a_ ... c • ° — `� c .............. I c I c c c .; c — N c c c > a� 0-_ _ > m > m v 0° - z C X V % . ... ..... ............. ........... v 420 420 0 o o o ` o o 0 o 0 0 0 0 0 o o o > U U U U> > V KF V co V V V N V > N Cq CO w .. m I I I I I I I m I m I CO m} v �wN�y1� ii isM�y� w/My� // 1v� w.�y� w�.y�y1�� i.M�y� 1v� i.M � / 3 � Co (v� fv� `� (v^ L Co 0 _ N w w w w w n � 10 41 M ., q* ce Co co O (0 c� cD M 00 N to cG LA Lot 1 A 15" C.M.P. Lo 3 i \ Lot 2 Lot 18 "D" Storm -, / �� C•� » / „ » BI ock �... Block D i Block D Block D _ #108 Black D #400 /10' #104 \ #106 Install New Gravel Driveway from Ex. Edge of Pavement Ex. 6" ... Back to, and in Line with, \ A.C.P. Water Meter Location W/M - �, -Yi,� ,k,, -�`,og Ex. Water Service Sta. 39 +97 �/ Sta. 40 +07 Prop. 8 D.I.P. Water Mair \ i / " See Sheet 11 F 12 Gate � � , � 12 Gate \ =' T Va Ive & Bo Lot 4 / , , Ex. 6 i 516 x Valve & Box �,, . Black "i%'' / Sta. 40 +02 W M „A „_ 18� Connect New Water Service C.I.P. W/M �- / to Ex. Water Service ( T YP) , 11 ” . -.:,, �� %`� 1 � \, \ See Note 1 This Sheet 12 x 12 Tee � � �" (Conc. Anch.) SF Lot 6 , \ v� \ Well f � � Block A Lot \ 'Oyu .�/ Sta. 40 +40 #110 �. 12 "x6" Tee (Conc. Anch.) F 6" Gate Valve & Box N ��' `� �. / \ r Connect New Water Service 10 L F 6" D.I.P. W M �, \ / � � ; � to Ex. Water Service (Typ.), Lot 4 �'' �'�� - Hydrant See Note 1 This Sheet Block "D" V� Ova' See Detail, Sheet 2,3 E/P #100 �� ELM, ��,� �y \ Ex. 6 W/M ' W Lot 5 E x. Water ro r - . 12" D.I.P. Water Main "A" R „ �, i P / \ Block A Service \ j R/W Sta. 34 +41 Prop. 12 #108 10 12" Gate Lot 16 Block ,A D.I .P. Water R/W Valve & Box #109 E/P Main A \ Lot 4 ' 12" C.M.P. Sta. 34 +36 106 \ \ , - i _ 21 Block A C.M.P. - » E/P - '� /'� Storm , / Storm - � 12 x6 Tee (Conc. Anch.) 1 pX Ex. 6 C.LP. W/M - 12" C.M.P. 6 Gate Valve & Box Lot 15 / ` 12 "x6" Tee (Conc. Anch.) C, S ice' Storm 32 L.F. 6" D.I.P. W/M Block "A" / T �O - 6" Gate Valve & Box <, E/P �\ Hydrant #107 - Q " C) G� 31 L.F. 6 D.I.P. W/M R W See Detail, Sheet 23 G 'P' Hydrant a � LA See Detail, Sheet 23 lip O 12 C.M.P. Lot 14 Lot 17 Storm \ Block "B" /' Block B •.� SF ggt 5 105 #105 e Sh �0co # / \ SF \ Se %P- Lot 13 Ex. Fire Hydrant , - �5k Sta. 44 +92 �X Block "B" , ��e S�a 12" Gate Lot 12 #103 a�cr Valve & Box Block "B" PLAN #101 P, --- NOTES: 1. Reconnect all existing water services in accordance with the details on Sheet 23, and General Note 10 on Sheet 1. 2. Contractor to verify all existing utilities prior to construction. Refer to General Notes 5, 6 and 7 on Sheet 1. 3. Refer to General Notes 20 and 21 on Sheet 1. 4. Refer to Sheet 28 for Abandonment Plans. Lot 4 Lot 3 Lot 2 Block "A" Block "A" Block "A" #106 #104 #102 \ Lot 1 Sta. 48 +59 Block "A" 12 " -22 1 /2' Bend #319 .� Pro 12 D.I.P. (Conc. Anch.) p• Water Main A „ Sta. 49 +11 \ v / 12 " -11 1/4* Bend Ex. Water Service R/W (Conc. Anch.) cn SF SF Ex. Water Service Ix -- - -- Prop. Easement ++ 46 47 48 Sta. 49 +70 W 12” -22 1/2* Bend (Conc. Anch.) R/W GEORGE RODGERS ROAD Asphalt c+ Ditch (ROUTE 1446) ti �ICU, r Ex. 6" W/M Connect New Water O E/P U i' Service to Ex. Water �� v Service (Typ.), See Note 1 This Sheet \ Ex. 12 D.I.P. � S F W/M Sta. 49 +50 12 "x6" Tee (Conc. Anch.) E/P "��1�- Ex. 6" C.I.P. 6" Gate Valve & Box \ /% W/M 10 L.F. 6" D. 1. P. W/ M Ex. 6" W/M Hydl ra nt See! Detail, Sheet 23 Lot 18 Ex. Fire Hydrant I� ,� / ,%✓ Block "B" Lot 1 R/W #103 /" Block „B„ #101 Sta. 51 +53 S F �- R W » / Prop. 8 D.I.P. �O, +, / Install 12 x12 Water Main "A" Tapping Sleeve and / See Sheet 2'� ' *� Valve (Conc. Anch.) Lot 2 Lot 1 Block "B" Ex. 6" C.I.P. W/M Block "C" #325 #322 PLAN Scale: 1 " =50' \I N0. I DATE 45 -p C� n ....... .......................................... ............ .......................... Q%... ......... ........ X C o� .. N C s C C M m - v a N0. I DATE 45 -p C� n • s ......... ........ X C o� .. N C M C C M m wX a aC;d �. a- = N N >a m ... C .... C................................... (D ..................................... _. CC . .. U U > N 0 U m CC C4 :w AD v • Lf. > J .. .. ...tV. w co 0 X w .- N Ex. Water Service (Elev. Unknown) (To Be Abandoned) .,. 3' Min. .� Cover ................. ....... ..� Prop. 12 "' D.I.P. Water Main SCALE 50 0 50 00 .... . 1- " =10' Vert. Michael Baker Jr., Inc. A Unit of Michael Baker Corporation 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 Phone: 757 - 463 -8770 Fax: 757 - 463 -0503 LO �� NOTES: 1. Reconnect all existing water services in accordance with the details on Sheet 23, and General Note 10 on Sheet 1. 2. Contractor to verify all existing utilities prior to construction. Refer to General Notes 5, 6 and 7 on Sheet 1. 3. Refer to General Notes 20 and 21 on Sheet 1. 4. Refer to Sheet 28 for Abandonment Plans. _ T ............... CHRRIES (RANK VOiAVA r 51 � Li c. N 034916 CAUTION °��,09�02�19�$w OVERHEAD UTILITIES SSIOHA� E�� THIS SHEET KEY WEST WATER MAIN REPLACEMENTS (PROJECT N0. 2010 -06) SEPTEMBER 2014 TAX MAP SHEET PLAN &PROFILE, W/M "A" - STA. 45 +00 TO STA. 51 +53 062B11 5 OF 28 Lot 16 Parcel Future Water Main �' Lot 17 062B1 -00 -00 -001 00 Lot 3 Lot 10 \�� #354 ,� Block "C" ' Key West Club I (By Others) Block "E" Block "B" �� \ / ", A #356 , #393 Sta. 4 +61 #401 Sta. 6 +57 Lot 2 8"-11 1/4° Bend Block #403E y��oN anal (Cons. Anch.) _ w r ;rc I- Ivrlrnn+ 1p Wn +cr Con / Prop. 8" D.I.P. X11 \, Waive & Box C .I.P. W /M-- Water Main 99APP Lot 11 See Sheet 3 Block B i `1 355 Ex. Fire � Hydrant , + Guardrail �P 2 +67 Asphalt Ditch 12" -45° Bend ' Sta. 5 +83 " 24 C.M.P. Storm Conc. Anch. " _-- - � ( r ) E 12 Gate - l Sta. 0 +00 W/M "B" _ �� 1 , Valve & Box / Prop. 12 D.I.P. Water Main B Sta. 29 +62 W/M "A" 11 ` I 12 x12" Tee (Conc. Anch.) SF Sta. 5 +88 12 "x 12" Tee Pro " , `, J " p 12 D.I . (Conc. Anch.) Water Main "A" 1 � \ T.O.P.= 347.53' \ Lott 4 See Sheet 4 �� ' 1 BloA-.0 "D" 1 12" Gate Valve & Box Z 10 L.F. 12 D.I.P. W/M Lot 12 �..0 1f 1 4 12" Plug Conc. Anch. Block "B" �p 70 Lot 1 Well 9 ( ) -� Block D Lot 1 2 Blow -off Assembly #101 0 ._ � 1 y � 1 #100 `, \ .- - -'" - See Detail, Sheet 22 J1 1 -- Restrain All Joints Ex. 6" C.I.P. W/M ,1 Lot 13 Lot 3 Block "B" Block "D" #103 #102 410 400' .......................... 390 380 370 360 .......................... 350' 340 -- 330 8 " -1 1 1/4* Bend Ex. Waier Service (Conc. Anch.) Sta. 11 +69 15" C.M.P. °� " -11 1/4* Bend Storm New Water 8 � •i � � CD �ch Service & Meter \\ (Conc. Anch.) ) See Detail, Sh t 23 \� Sta. 11+42 Lot 1 Block "E" #405 NOTES: 1. Reconnect all existing water services in accordance with the details on Sheet 23, and General Note 10 on Sheet 1. 2. Contractor to verify all existing utilities prior to construction. Refer to General Notes 5, 6 and 7 on Sheet 1. 3. Refer to General Notes 20 and 21 on Sheet 1. 4. Refer to Sheet 28 for Abandonment Plans. Sta. 14 +61 8" Gate Valve & BOX Sta. 11 +89 V-11 1/40 Bend (Conc. Anch.) �Of h ��n e Sf O , SX �O / See SF SF of W e . Sta. 6 +45 �\ CD -11 1/40 Bend Sta 12 +1 1 8 "x6" Tee (Conc. Anch.) (Conc. Anch.) 8"-11 1/4! Bend 6" Gate Valve & Box (Conc. Anch.) \ / Ex. 6 C.I.P. W/M 16 L.F. 6 D.I.P. W/M SF +� Hydrant O -� CD See Detail, Sheet 23 + Sta. 10 +16 1 CD Sta. 5 98 �\ , 8" Gate Valve & Box 8 "x6" Tee (Conc. Anch) �-, CD', \( FY Fire L Sta. 5 +93 6" Gate Valve & Box 30 L.F. 6" D.I.P. W/M 12 "x8" Reducer Hydrant See Detail, Sheet 23 Connect New Water Service _, to Ex. Water Service (Typ.), See Note 1 This Sheet Lot 5 / Sta. 10 +84 Block "D" \ V-11 1/4* Bend #400 (Conc. Anch.) Lot 6A Block "D" #404 PLAN Scale: 1 " =50' P P(Wi l V �)caie: i =ou rloriz. 1"=10' Vert. Lot 8A \ #408 Sta. 14 +56 8 "x6" Tee (Conc. Anch. 6" Gate Valve & Box 35 L.F. 6" D.I.P. W/M Hydrant A See Detail, Sheet 23 '— Sta. 13 +46 _ '� 8 " -1 1 1 /40 Bend Sta. 12 +34 1 V-11 1/40 Bend (Conc. Anch.) (Conc. Anch.) Sta. 12 +97 8 " -11 1/4' Bend (Conc. Anch.) Sta. 12 +57 8"-11 1/4! Bend (Conc. Anch.) Lot 7A Block "D" #406 450 440 430 m m s V) a� 420 as............... 0 0 LO 410 L V, ....400 DESIGNED: wow 12/15/14 VSMP COMMENT RESPONSE SCALE KEY WEST WATER MAIN REPLACEMENTS (PROJECT N0. 2010 -06 SEPTEMBER 2014 M. Michael Baker Jr., Inc. 50 0 50 100 Ft. A Unit of Michael Boker Corporation TAX MAP SHEET Service DRAWN: NEL 1 " =50' 272 Bendix Road, Suite 400 Auth*nty . , Virginia Beach, Virginia 23452 PLAN & PROFILE, W M "B" - STA. 0 +00 TO STA. 15 +00 6 10 0 1 o zo Ft. / CHECKED: CVF Fax: Phone: 5754636050370 0 6 2 B 1 N0. DATE 1"=10' OF 28 Lot 12 Block "E" #417 L Lot 14A Lot 13 Block "E" l Block "E" Connect New Water #421 1 #419 Service to Ex. Water Service (Typ.), See Note 1 This Sheet Sta. 34 +76 8 -22 1/2* Bend (Conc. Anch.) R/W Sta. 30 +57 - !f �� -� G 1 d S F Lot 8 \ Sta. 38 +83 8 " -22 1/2* Bend Lot 9 (Conc. Anch.) #530 Ex. Water Service o ` 8 x6 Tee (Conc. Anch.) rave oa 6" Gate Valve & Box E/P SF x_---x —x x _x x x x x x x 15" C.M.P. Storm o�c� _ Sta. 39 +57 10 L. F. 6 D.I.P. W/M o x 8 " -22 1/2* Bend @ S Hydrant o 38 9 See Detail Sheet 23 \ SF; 36 37 SF (Conc. Anch.) Ex. 6 \ X `S o C.I.P. W/M Pro Easement OD ? Sta. 30 +52 �. - ► / P 8" Gate Valve - .� / Sta. 37 +57 ` e \ Q "\'� /'' - -� , Electrical ff ,� Sta. 43 +49 Q Q SF e & Box , / \ 8 x6 Tee Conc. Anch. 0-Y Sh ��j , Transformer ( ) \� 8 Gate Valve ee 6" Gate Valve & Box & Box 15 Lot 1B (Extend 6" Above Grade) �o Storm C.M.P. 9 F Block „F„ 20 L. F. 6" D.I.P. W/M \ Section One , Hydrant w Guard Posts Ex. 6 Y / Protect Ex. Landscaping i - Water Storage \ ,. SF P.V.C. W M , See Detail, Sheet 23 Ex. 6 � � r Main "B" /*o SF Prop. 8 D.I.P. Water /` Tank Lot a R/W �'L / C.I.P. W/M � SF Deeded R/W —'� ' - � Pr Vneomon+ .�' FY Wntar � �. �- -- nn PLAN Scale: 1 " =50' NOTES: 1. Reconnect all existing water services in accordance with the details on Sheet 23, and General Note 10 on Sheet 1. 2. Contractor to verify all existing utilities prior to construction. Refer to General Notes 5, 6 and 7 on Sheet 1. 3. Refer to General Notes 20 and 21 on Sheet 1. 4. Refer to Sheet 28 for Abandonment Plans. 420 11 r- 410 400 390 ......... 380 340 ................. , , t Park Sta. 0 +00 W/M "C" _ Sta. 40 +02 W/M "A" 12 "x12" Tee (Conc. Anch.) Ex. 6 » A.C.P. W/M Sta. 0 +10 8" Gate Valve & Box Sta. 0 +53 8 " -22 1/2* Bend (Conc. Anch.) G� Bursting (see JTa. ot/-/ OSF Notes 5 & 6, ,� 8 "x8" Tee (Conc. Anch.) Agreement Prop. Ex. 6 A.C.P. W/M 8 x6 Reducer Easement This Sheet) X 6" Gate Valve & Box Sta. 8 +75 '�— 84" C.M.P. + -- _ 8 " -1 1 1 4° Bend Sta. 4 86 24 L.F. 6 D.I.P. W/M 8' / Storm End 8" D.I.P..W /M Hydrant C.M.P. (Conc. Anch.) Installed by Pipe Bursting See Detail, Sheet 23 SF II Storm o + L; Qo 0 Scale: 1 " =50' Gx. v M.�,.F. vv/ nn .. _. _. ...- . - -Ir See Sheet 13 4 PROFILE Scale: 1 " =50' Horiz. 1"=10' Vert. NOTES: 1. Reconnect all existing water services in accordance with the details on Sheet 23, and General Note 10 on Sheet 1. 2. Contractor to verify all existing utilities prior to construction. Refer to General Notes 5, 6 and 7 on Sheet 1. 3. Refer to General Notes 20 and 21 on Sheet 1. 4. Refer to Sheet 28 for Abandonment Plans. 5. Following pipe installation, restore grade to existing conditions to address surface heaving or settlement as a result of pipe bursting operations. 6. All other water main installations, except between Sta. 0 +10 to Sta. 6 +03, shall be complete, in —place and operational, prior to shutting down the existing water system. Only then, once the existing system is taken out of service, can pipe bursting operations be performed, and Water Main "C" installations be completed. 420 410 T ........... . 400 in it :....................... A) ............. ... 390 as cn All DESIGNED: wow SCALE KEY WEST WATER MAIN REPLACEMENTS (PROJECT N0. 2010 -06) SEPTEMBER 2014 Michael Baker Jr., Inc. Service Authiin 50 0 50 100 Ft. A Unit of Michael Baker Corporation TAX MAP SHEET ty DRAWN: NEL 1 " =50' 272 Bendix Road, Suite 400 � f � Virginia Beach, Virginia 23452 "Cj" STA, 0 +00 TO STA. 1 ® +00 1 1 10 0 10 20 Ft. Phone: 757 - 463 -8770 PLAN & P R 0 F I LE, W/M 0 6 2 B 2 CHECKED: C�/F Fax: 757 - 463 -0503 N0. DATE 1"=10' OF 28 430 X ... m....... cm�-3 Scale: 1 " =50' � s U .. _ m C . . M Q N a M 3 ma .. 420 _ __ ......... ......... ......... ......... C U .: ,-- 0 U .......... Q r \�/ C;dQ LL • wM�yI� Yo 0 .... i ... . 410 ....._.. ....................................... ............................... _ .. ........ „ ......... ......... ............................................. ,......... .............................. ......._.. ........., .........._ ..........fie... ...... ._ ......... ......... . ... m >w X U CD U wM W ........ V � 400 .... ........ ..... ........ ......... ......... ......... ......... m...... . Service . r-U CD Ln 'e0 (To 0 wrry� W O w , 390 _ ......... ......... ....... . . .... ........ ........ 0 ....... ......... ........ ......... .................................................. ...._' ...... ... ........ ........ . + X > Up 0 �f^ W wl wi V 380 370 `- Prop. 8" D.I.P. Water Main PLAN X ... m....... cm�-3 Scale: 1 " =50' � Q c;s _ -v mss ............. ... ... ........ X M c M U N a M 3 ma ma C U >� X w 2 0= Q 00 U C;dQ LL • 0 o v° - W � O >w X U U U wM W to w � 0t^ V Ex. .......Water . Service . r-U (Elev. Unknown) 'e0 (To Be Abandoned)' wrry� W O w , 3' Min. X > Up Cover `- Prop. 8" D.I.P. Water Main PLAN Scale: 1 " =50' OX0 ........................... ......... ......... ....... -0 17� mss ............. ... ... ........ X M c M U M M 3 ma ma C m C C 2 0= Q U U C;dQ w 0 o v° - U U >w x U U U m c0 to w � 0t^ V ........ ....... ....... ........ ........ r-U J 'e0 w '^ W wrry� W O w , �-C) X > Up �f^ W wl wi V ...... ........ ......... OX0 mss U M ma ma ma C m C C Q Q C;dQ N O O U U U U U U U N Q w 0 r-U NU 'e0 "t L) I �-C) > Up wi v wl wi V L 0 z 0 L NOTES: 1. Reconnect all existing water services in accordance with the details on Sheet 23, and General Note 10 on Sheet 1. 2. Contractor to verify all existing utilities prior to construction. Refer to General Notes 5, 6 and 7 on Sheet 1. 3. Refer to General Notes 20 and 21 on Sheet 1. 4. Refer to Sheet 28 for Abandonment Plans. Prop. 6" D.I.P. Water Main .......................... ....................................................... . 380 370 OX0 mss U 0 U U M. C m C C Q Q C;dQ O i � O U U U N Q 0 0 O �-C) > Up CD � o V 6 -^2 -�.2y� ........... ......... ... ....... ........., ..R.F�.... W .....:.. �i v w w d' N L 0 z 0 L NOTES: 1. Reconnect all existing water services in accordance with the details on Sheet 23, and General Note 10 on Sheet 1. 2. Contractor to verify all existing utilities prior to construction. Refer to General Notes 5, 6 and 7 on Sheet 1. 3. Refer to General Notes 20 and 21 on Sheet 1. 4. Refer to Sheet 28 for Abandonment Plans. Prop. 6" D.I.P. Water Main .......................... ....................................................... . 380 370 Scale: 1 " =50' 470 X 0 0--s X 2 0 .............. ........................ J M M .......... ........... 1 Reconnect all existing water services in Jd dd .................... accordance with the details on Sheet 23, Lot 13 .......... ......... ....................... .......................... ...... ........ . . ...... ....... ... .................... ................. 460: 460 .............. ........ ................. .................. ........... ............ ....................... ............ . ... ............ .......... - ............... ................... ...... ..................... ....................... W "G" 4) > .................. ................ ... . .......... ....................... . ...... ......... ............ > 0 0 > Block #109 N prior to construction. Refer to .......... ... . ........ .......................... ......................... v ........... ...... ... . .............................. ....... . ..................... 450: . . ........ ...... ................. ................................ ..................... ............ ............. . ... .. ............................. .................. ........ ........................... ........................... ....... ........... ......................... .......... ... ............. 00 to (0 0 ............... X V- 00 .............. ....................... 4. Refer to Sheet 28 for Abandonment V) 440:: ........... ................................................ ........... ....... ................ ....................... ............... .............................. .................... ............. ... ........................... ............. ..................................... Plans. ... ........ .... ........... ....................... ................... V) ........... Ex. Water Service .... ... .......................... ............ .................. .... ....... ..... ....... ............ .............. .. .................. ...... ... .......................... ......................... ...................... . (Ele v. Unknown) ..... ........ ......... ......... ...... ..................................... . ............. 470 -0 C (To ':Be Abandon ed) 0 0--% 0 X 0 ..................... ......................... ...................................................................................................................................... ............ 430, ............................................ ............................. ............... ... ..... ...... ................. .... ... ... . .... ................... ............................................................................ .. .... .. + . ....................... .......... ................... 0 M -C M ......................... ......................... ........... ............. .... .. .............. Jd ..... ... . ........... .................. V) .......................... .................... ............. 420. ......................... .............................. . . ...... ............. .......... . .......... ................................. ................ ... ............ ..... ...... .... .......... ................. .... ................................... . .................................... ................. .. .. ....................................... ................................ ............... C ............... ... .. ....................... .................................................. .......... ............................ q) ........... .. > .... L; 4) . >, .... > .. ................ ................. ....... . ........................ .. ..... ................................ ................................... ........... .... ......... .................................................................................. .................................................. ......................................................... ........ ................ ............... .............. . .............. . . . . ................... 460 ................. ......... .............. 0 U 0 > ............. ................................................ .................................................................................. .................. 410: ............ ...... ....................... ............ ................. ........... ................................... .......... ... ........... .. .. ..................... 400 an rn 0/ ......................... ................ . ....... ...................................... ................. .................................................. L . .. . ................... .... ......... : ............. ........ .......... . ... ......................... .. . ............. ................ " Prop. 8" D.I.P. 12 Min. Clear Water Main 440 .410 ............... ..................... 400 H DESIGNED: wow SCALE KEY WEST WATER MAIN REPLACEMENTS (PROJECT NO, 2010-06) SEPTEMBER 2014 Michael Baker Jr., Inc. 50 0 50 100 Ft. A Unit of Michael Boker Corporction TAX MAP SHEET ty DRAWN: NEL 1 *=50' 272 Bendix Road, Suite 400 ervice Auth4n 111111111paker Virginia Beach, Virginia 23452 14 10 0 10 20 Ft. Phone: 757-463-8770 P LAN & PROFILE, W M 99D99 STA. 10+00 TO STA. 15+50 06282 Fax: 757-463-0503 CHECKED: CVF 1"=10' OF 28 NO. DATE 66ii 0 1 1 NOTES: J Cp Lot 1 1 Reconnect all existing water services in I'A' L Block "J" accordance with the details on Sheet 23, Lot 13 #102 and General Note 10 on Sheet 1 "G" 2. Contractor to verify all existing utilities Block #109 N prior to construction. Refer to General v Notes 5, 6 and 7 on Sheet 1. 3. Refer to General Notes 20 and 21 on Sheet 1. 4. Refer to Sheet 28 for Abandonment PLAN Plans. Scale: 1 "=50' .... ... .......................... ............ .................. .... ....... ..... ....... ............ .............. .. .................. ...... ... .......................... ............... . . . . ..... ........ . ... ..... ......... ........ ...... . ........ .. .............. ............... ............................. ..................................... ..... ........ ......... ......... ...... ..................................... . ............. 470 -0 C 0 -0 C 0--% 0 X 0 e--N ........... M 0 M -C M ......................... Jd .......................... ............... ... .. ....................... .................................................. .......... ............................ q) ........... .. > .... L; 4) . >, .... > .. ................ ....... . ........................ .. ..... ................................ ................................... ........... .... ......... .................................................................................. .................................................. ......................................................... ........ ................ ............... .............. . .............. . . . . ................... 460 0 LO......................... 0 > 0 U ................. .......................... ......................... ............. ............................ . ........... .................... ........... Go ...................... ............ .......................... 00 ....................... ........................................................ .......... ................ ... ..... . ....... ........................ ... . .. .. ...................... ........... ....................................................... ............................................ .............. ................ :450 ......................... ................ . ....... ...................................... ................. .................................................. L . .. . ................... .... ......... : ............. ........ .......... . ... ......................... .. . ............. ................ " Prop. 8" D.I.P. 12 Min. Clear Water Main 440 .410 ............... ..................... 400 H DESIGNED: wow SCALE KEY WEST WATER MAIN REPLACEMENTS (PROJECT NO, 2010-06) SEPTEMBER 2014 Michael Baker Jr., Inc. 50 0 50 100 Ft. A Unit of Michael Boker Corporction TAX MAP SHEET ty DRAWN: NEL 1 *=50' 272 Bendix Road, Suite 400 ervice Auth4n 111111111paker Virginia Beach, Virginia 23452 14 10 0 10 20 Ft. Phone: 757-463-8770 P LAN & PROFILE, W M 99D99 STA. 10+00 TO STA. 15+50 06282 Fax: 757-463-0503 CHECKED: CVF 1"=10' OF 28 NO. DATE 66ii 0 1 1 Lot 13 Block "G" Sta. 9 +76 Lot 12 #109 8 "x6" Tee (Conc. Anch.) #122 6" Gate Valve & Box 29 L.F. 6 D.I.P. W/M Ex. 6" A.C.P. W/M Lot 14 Hydrant Block "G" See Detail, Sheet 23 Conc. #107 ` Ditch 36" C.M.P. Storm Stn _ 6 +50 Prop. 6" D.I.P. Water Main 12" C.M.P. Conc. \ Ditch n ,,a Storm 9i __ _ 480 470 460 M-111 0 440 0 LO } cn :.........................: 430 ' a� c J 16 s X #--%M } Or \v V m U L a46< /�� ........ ..... ........ ......... ... ......... ........ ........ ......... ......... ........ ... ... �m�o ........._ ......... ........... X: t O ....... ........ _ ......... .. - -_ m X O �m . ..... ......... V .... q) ,. ... • - .P .....R ......... 0 0 > 0 m W �" prior to construction. m H r ....� ......... m...J ........ . > � Ln X Q C) C� w 00 4. 1 ....... ... ........ ........ ......... ......... ... ....... ........ X O m�� ......... ......... ........ M >� 7 _ ...... �m�o ........ ......... X M} X O m ......... . ........ '� m /�� ........ ..... ........ ......... ... ......... ........ ........ ......... ......... ........ ... ... �m�o ........._ ......... ........... X: t O ....... ........ _ ......... .. - -_ m X O �m ... ...... 4V 0) t N X 0 2. Contractor to verify all existing utilities m W �" prior to construction. m General Notes 5, 6 and 7 on Sheet 1. CL _ v > aV w oo w 3 y 0 Q old >� �'V 4. Q Abandonment Q "V : �j w Q i a� ............. ...................................... ..,..,..... .......... ... .....,.,.... ......... ............................. ,. ......... m Q ......... v • m— R a� > rn ........ . . I v_ ............. ......... 470 ..........._ ....... ......... ........ ........ .......... _... ........ ........ .... ......... ...... .... 510 v ......... ........ .� °' > .......R.. d ..,,,... �... w �, ..... v. v w Y v v S 500 Cover v �.,,,.... O > m 0 >� > 00 U V >� w V w w m (11 .......... a�..... .... 490 a� a� 460 500 - Serv. Cn ........ ......... . ........................... ......... ......... ........ ......... ......... ........ ......... (Flaw Unk) ......... ........... ......... ............ _.., ......... ....... ......... ..... ....... . .......... . .. ....... .................................................. .............. ................................................ ......... 00 w........ X 00 C° Co : Ex. Water Service �� Elev. Unknown r— 24"C Storm Drain ) .•- ^ x 00 co Ex. 6 "P.V.C. W M / (Elev. Unknown) 12" Min. Clear 00 17 18 001 .................................. M ..+ 19 20 �O N ..... +.. 21 ..............430. 1..4.70 420 J 400 „ s® 4.9.0 24 1440. Scale: 1"=50' Horiz. 1 " =10' Vert. DESIGNED: WOW SCALE Michael Baker Jr., Inc. Service Auth6rity 50 0 50 100 Ft. A Unit of Michoe/ Baker Corporation DRAWN: NEL 1 " =50' 272 Bendix Road, Suite 400 wiaker Virginia Beach, Virginia 23452 _ _ 4 CHECKED: CVF 10 0 10 20 Ft. Faxn 757546360503 `..,�_..M N0. DATE 1'=10' 3 Min. Cover 25 (To Be Abandoned) NOTES: ...................... .. 1. Reconnect all existing water services in ......................... 520 accordance with the details on Sheet 23, X w +. '^ v and General Note 10 on Sheet 1. 2. Contractor to verify all existing utilities m W �" prior to construction. Refer to General Notes 5, 6 and 7 on Sheet 1. CL _ 3. Refer to General Notes 20 and 21 on V Sheet 1. ` O V 4. Refer to Sheet 28 for Abandonment V Plans. > U `-24 "CMP (To Be 0 ............Storm Drain .. ................Abandoned) +.. 480 Inv. = 484.4 o; M ... . 12" Min. Clear ... ............. ...................... .. ......... ........ ......... ........ ....... ..... ....... ......................... 520 T! • N N LL • } X w +. '^ v y..�!!,�.. ... ....... M V r U � m W �" m U .:. . x co CL _ .. V w V ` O V :510 ................................... V U > U ........................... ....... ......... ... 450 3 O H OF 00 O Co . 3 . Min. 500 Cover �.,,,.... .� -- • ► ... . I .. .. (11 .......... a�..... .... 490 a� Ex. Water Serv. Cn (Flaw Unk) `-24 "CMP (To Be 0 ............Storm Drain .. ................Abandoned) +.. 480 Inv. = 484.4 o; M ... . 12" Min. Clear ... ............. N LO 26 27 28 29 " CHARLES FRANK VOipVR' �p Lic N 034916 ra � °��,09�OZ Iy��w OVERHEAD UTILITIES SSjoNAL THIS SHEET KEY WEST WATER MAIN REPLACEMENTS (PROJECT N0. 2010 -06) SEPTEMBER 2014 TAX MAP SHEET PLAN &PROFILE, W/M "E" - STA. 15 +00 TO STA. 30 +00 062B2 16 OF 28 ..._ ........ w................. ......... ........ ......... ........ ....... .. ........ ........ ov ....... W w ................................... ..... u ... ......... ...... ........ ............................................... .... ........................... ....... ......... ... 450 3 O H OF O N LO 26 27 28 29 " CHARLES FRANK VOipVR' �p Lic N 034916 ra � °��,09�OZ Iy��w OVERHEAD UTILITIES SSjoNAL THIS SHEET KEY WEST WATER MAIN REPLACEMENTS (PROJECT N0. 2010 -06) SEPTEMBER 2014 TAX MAP SHEET PLAN &PROFILE, W/M "E" - STA. 15 +00 TO STA. 30 +00 062B2 16 OF 28 530. 520 510 500 490 M-Le 470 r, We 450 Lot 14 Block "L" Lot 13 Lot 11 Block "L" #105 Block "L" #107 #111 m / Lot 12 �'c / ' Block L Sta. 0+82 #109 892X699 Tee (Conc. Anch.) y r/ .:z Sta. 38+7.8,. 6" G t Valve & Box le rb 10 NO 6" D. 1. P. W/M Sta. 33+92 W/M "E" 8 11 1: Hydrant Sta. 0+00 W/M "H" (Conc. AncK, *YA. SF 15" C.M.P. Storm Se4 Detail, Sheet 23 8 "x 6" Tee (Conc. Anch.) Sta. 38+24 8 " -1 1 1/4* Bend\ Sta. 33+98 Prop. 8" D.I.P. Water Main "E" (Conc. Anch.) 8"-11 1/4* Bend Sta. 38+00 (Conc. Anch.) --- Ex. /Water N' . — 1 .1 1 1", 8" Gate Valve Box f, Z�W �41 --",) 0000 41+60: Stei. ' Prop. 6" D.I.P. i / `"� 8 "x6" Reducer C onc. Water Main "E" .............. Ditch Ex. Water Sta. 41+65 and General Note 10 on Sheet Service 6" Gate A Sta. utilities Valve & Box prior to construction. 6"-22: 1/2',: Bend General Wooden C onc. (Conc. Ari6h�.) Lot 2 "L" Foot Bridge Ditch Block 21 on Sheet 1. #114 PLAN Scale: 1 "=50' z>caie: i =oy moriz. 1"=10' Vert. NOTES: 1 Reconnect all existing water services in accordance with the details on Sheet 23, and General Note 10 on Sheet 1. 2. Contractor to verify all existing utilities prior to construction. Refer to General Notes 5, 6 and 7 on Sheet 1. 3. Refer to General Notes 20 and 21 on Sheet 1. 4. Refer to Sheet 28 for Abandonment Plans. .460 ......................... .......... 450 ........................ .......... 440 .................. .......... ... ... ............ ............ . 430 .. ........ ................ ........... .......... ............. ........... .......... .................... ............... . ........... .......................... ........................ ....... . ........ . 410 ........... ......................... . .... ....... .............. ............ ................ 1390 A DESIGNED: wow SCALE Michael Baker Jr., Inc. KEY WEST WATER MAIN REPLACEMENTS (PROJECT NO, 2010 --06) SEPTEMBER 2014 0 0 50 0 50 100 Ft. A Unit of Michael Baker Corporation TAX MAP SHEET Service A'Obinty DRAWN: NEL 1"=50' 272 Bendix Road, Suite 400 1 1 1 01212 niaker Virginia Beach, Virginia 23452 17 Phone: 757-463-8770 10 0 10 20 Ft. PLAN &PROFILE, W/M 99E99 STA. 30+00 TO STA. 45+00 & CHECKED: CVF —r— OF 28 Fax: 757-463-0503 NO. DATE 10=10, I 1 062813 440 430 ........................ .................. . ............................... da n «. ......... . . . . ........ ......... L ... ...... .............................. .......... Prop. 4” D.I.P. Water Main 'I Lot 13 Block H Lot 14 Prop. 8" D.I.P. #3 I Block "H" Lot 5 w rr " �� Water Main E , #5 o Block "J" _.. See Sheet 15 / z #110 Ex. 6" A.C.P. W/M ' Lot 15 1' Lot 12 "H" , Block "H" -- Block .. I Section #7 Sta. 0 +00 W/M "F" = j' #1 Prop. 4" D.I.P. Water Main "F" / �� Sta. 14 +63 W/M E Sta. 0 +05 8 "x4" Tee (Conc. Anch.) I 4" Gate Valve I / Sta. 3 +23 & Box Ex. Water Conc. Ditch Services 4" Gate Valve & Box Lot 6 Conc. Ditch �� SF 12 C.M.P. » 15" C.M.P. 4" Plug (Conc. Anch.) Block "J" I f Storm Storm �''" 2 Blow —Off Asserribi Conc. y ._�.� See Detail, Sh'et 22 _ SF Ditch C.M.P. Storm WL�l.. �... Connect New Water Service bl VINCENNES COURT ' to Ex. water service (Typ.), ' ,� See Note 1 This Sheet Lot 7 „ w ;)D I x' (ROUTE 1487 I Ex. s» Block J Z W { SF ` A.C.P. W/M Ex. Fire ! / #112 z l H drant I y W � O Z / III i I i Lot 18 Block "H" I ' Lot 16 ' Block "H" / lI ?. #13 , I ' 11' Section #6 NOTES: Lot 8 �' ____ - - Lot 17 1 1. Reconnect all existing water services in Block " " __--- Block "H" / accordance with the details on Sheet 23, I # 114 `� �� _ --- ` ` Section #11 , -' and General Note 10 on Sheet 1. 2. Contractor to verify all existing utilities ' VA"' Lot 19 "H" prior to construction. Refer to General F Block -' Notes 5 6 and 7 on Sheet 1. # 115 3. Refer to General Notes 20 and 21 on Sheet 1. PLAN 4. Refer to Sheet 28 for Abandonment Plans. Scale: 1 " =50' 480 .... _ ......... N 0 N ? X o v r. c x o s w c vm > �m ms °° c .. ( i 470 ........ wic w U c } v C� r l LM W ..... ......... ......... ......... �► v _.. .......... ........ ......... .... ................... > \/ Q '! i ........... ......... _ ............................. c ............................................... ...... ...... ......... .............. . ........ .__.... _.. .. .., ..........,, ........ 470 o c o o U O .... .. v 0 460 ......................... ;... _ ........ ........ ......... „ w G......LY1 .... ...... ......... 4 60 ...... ...... . �} v w n N .. Ex Grade Over 0 . Prop. W/M 450 ;. ,* ,: , �.� 450 440 430 ........................ .................. . ............................... da n «. ......... . . . . ........ ......... L ... ...... .............................. .......... Prop. 4” D.I.P. Water Main 540 A/ `;I 1 Lot 2 / \ Connect New Water Block "M" Service to Ex. Water #g7 Lot 1 er \ #1 Service (Typ.), See , Note 1 This Sheet ` Lot 1 Sta A 140 Block „M,. \ 8,x6» . - /'Tee (Conc Anoh 6'� `mite Valve & Box - �.. 6 "0 _ � 15" CMP 9 ' Bend (Conc. Anch. Sta. Prop. 8" D.I.P / 8 . 1 .F. 6" D.I.P. W M „— 5 +58 1 1 1/4! Bend \Storm Water Main "E" ... ..--.-Hydrant (Conc. Anch.) See Sheet 16 S e Detail, Sheet 23 Deeded R/W Lot 15 l— Sta. 0 +02 t Lot 2 #5 SF Prop. 8" D.I. P. \ Water Main "B" See Sheet 9 f I 1 Lot 16 ) 8"-11 1/40 Bend q Block / Sta 3 +44 Q "L" Sta. 2 +95 8"-11 1/4* (Conc. Anch.) / #101 Bend 8"-11 1 /4 Bend (Conc. Anch.) Sta. 6 +45 (Conc. Anch.) .. . . .... Lot 15 Lot 21 Block "L„ \ / #2 #103 FORKh,l :�icaie: 1 =5U xuie. i =uv nunz. 1 " =10' Vert. Deeded R/W 44l Lot 13 #600 NOTES: 1. Reconnect all existing water services in accordance with the details on Sheet 23, and General Note 10 on Sheet 1. 2. Contractor to verify all existing utilities prior to construction. Refer to General Notes 5, 6 and 7 on Sheet 1. 3. Refer to General Notes 20 and 21 on Sheet 1. 4. Refer to Sheet 28 for Abandonment Plans. \ I UbJn I Lot 12 Block "L" �Y 1 na E/P `1`�� , �— R/W -- - - .. .. 4e North EX. GRADE 4" TOPSOIL NON -PAVED AREAS 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. 2. TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT. 3. TRENCH RESTORATION FOR WATER MAIN INSTALLATIONS IN PAVEMENT SHALL BE IIN ACCORDANCE WITH THE VDOT LAND USE PERMIT. X TRENCH DETAIL NOT TO SCALE E FOR ALL BENDS 17 SECTION 1 -1 WIDEN TRENC ACCOMMODAT ANCHOR IF REQUIRED. N JIRED AS 45° max FOR TEE OR WYE FITTINGS SECTION 2 -2 DEGREE BEND DIMENSIONS A TEES AND PLUGS TRENCH WIDTH �\ (FEET) 95% COMPACTED BACKEILL SHALL BE. VOL. SIZE (SUITABLE FILL) 24" (4" MAINS), -9" CU. YD. L O.D. + 16" L H T -0" (6 " -16" MAINS); I 2' 90 PROP. D.I.P. WATER MAIN 2.50 3.01 6" 1' -6" 2' -6" 4" & 6" 45 2.00 2.25 2.60 0. D 2.00 2.25 2.50 0.15 -0" p. 1.50 2.00 2.52 6 ` 95% COMPACTED BACKIFILL NON -PAVED AREAS 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. 2. TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT. 3. TRENCH RESTORATION FOR WATER MAIN INSTALLATIONS IN PAVEMENT SHALL BE IIN ACCORDANCE WITH THE VDOT LAND USE PERMIT. X TRENCH DETAIL NOT TO SCALE E FOR ALL BENDS 17 SECTION 1 -1 WIDEN TRENC ACCOMMODAT ANCHOR IF REQUIRED. N 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. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE FOR VERIFYING THE TYPE AND SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS (W -3). 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 w i 4 BARS @ 12" ON CENTER FOR 12" BENDS & LARGER J USE BRACING STRAPS ON ALL PIPE SIZES l - CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. FILLET WELD 3" THREAD FLAT STEEL STRAP WIDTH = DIM. "F" THICKNESS OF STRAP = 1/4" STANDARD HEX NUT L/4' THICK PLATE WASHER 1" NOMINAL INSIDE / 3/4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE #4 BARS @ 12" PIPE BELL CENTER FOR 12 " BENDS & CONCRETE CLASS "B" 12 LARGER C SECTION NOTE: STANDARD 90° HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. BEND DEGREE BEND DIMENSIONS A TEES AND PLUGS I PIPE OF (FEET) VOL. (FEET) VOL. SIZE 4" & 6" CU. YD. -9" CU. YD. L H T L H T -0" BEND I 2' 90 2.50 2.50 3.01 0.24 1' -6" 2' -6" 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 -0" 22 1/2 1.50 2.00 2.52 0.10 3' -0" 4' -3" 3' 11 1/4- 1.50 2.00 2.50 0.10 2" 4" & 6" 2' -6" 90 3.66 3.16 3.21 0.48 -6" 2' -8" 1 -1/4" 8 45 2.66 2.66 2.77 0.26 2' -6" 2' -6" 3' 22 112 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 -O" 11 1/4 1.66 2.16 2.67 0.13 12" 3' -9" 6' 90 4.83 3.83 3.42 0.83 4' -3" 2" 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 -3" 22 1/2 2.33 2.58 2.86 0.24 6' -6" 3' -0" 3' 11 1/4 1.83 2.33 2.84 0.18 10" 4' -6" 7' 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. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE FOR VERIFYING THE TYPE AND SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS (W -3). 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 w i 4 BARS @ 12" ON CENTER FOR 12" BENDS & LARGER J USE BRACING STRAPS ON ALL PIPE SIZES l - CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. FILLET WELD 3" THREAD FLAT STEEL STRAP WIDTH = DIM. "F" THICKNESS OF STRAP = 1/4" STANDARD HEX NUT L/4' THICK PLATE WASHER 1" NOMINAL INSIDE / 3/4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE #4 BARS @ 12" PIPE BELL CENTER FOR 12 " BENDS & CONCRETE CLASS "B" 12 LARGER C SECTION NOTE: STANDARD 90° HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. BEND PIPE SIZE A B C D E F 4" & 6" V -9" 2' -3" 2' -6" 1 -'2" 2' -0" 1 -1/4" 8" 2' -3" 3' -0" 2' -6" 1' -6" 2' -6" 1 -1 14" 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" 4" & 6" 2' -6" 3' -0" 2' -6" V -6" 2' -8" 1 -1/4" 8" 3' -0" 4' -3" 2' -6" 2' -6" 3' -3" 2" 22 -1/2° 10" 3' -3" 5' -0" 3' -O" 2 9" 3'-9" 2° 12" 3' -9" 6' -3" 3' -0" 3' -6" 4' -3" 2" 4" & 6" 3' -0" 6' -0" 3' -0" 3' -3" 3' -3" 2 -1/4" 8" 3' -6" 6' -6" 3' -0" 3' -8" 3' -9" 2 -1/4" 45° 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 NOTE: 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 AREA OF EXISTING PAVEMENT TO BE REMOVED AS A PART OF VALVE BOX .,�,... ABANDONMENT. PAVEMENT EDGES (APPROX.) SHALL BE CUT IN ACCORDANCE WITH THE VDOT LAND USE PERMIT. z WATER .1 0 _I L 1' -0" (MIN.) NOTES: 1. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT AS A PART OF VALVE BOX ABANDONMENT TO THE MINIMUM DISTANCES SHOWN IN THE DETAIL. 2. PAVEMENT RESTORATION OR REMOVED AREA SHALL BE IN ACCORDANCE WITH THE VDOT LAND USE PERMIT. 3. COSTS ASSOCIATED WITH REMOVAL OF VALVE BOX AND ASSOCIATED PAVEMENT RESTORATION SHALL BE INCIDENTAL, AND INCLUDED AS A PART OF EXISTING WATER MAIN ABANDONEMENT EFFORTS, AT NO ADDITIONAL COST TO THE OWNER. EX. VALVE REMOVAL DETAIL NOT TO SCALE ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL - THREAD RODS WATER MAIN �j Q_� 3: VALVE ~ 24" MIN UNDISTURBED EARTH PLAN BRA`. CLASS A -3 CONCRETE DRA IF P MIN MEGA -LUG mile 18" MIN UNDISTURBED EARTH ELEVATION 24" TRENCH 24" MIN WIDTH MIN 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-3a NOT TO SCALE THIS DETAIL INCORPORATED FOR REFERENCE ONLY: WHEREVER IT IS NOT PRACTICAL TO USE THREADED RODS TO RESTRAIN VALVES ON THE END OF WATER LINES, FIRE HYDRANTS OR BLOW -OFF ASSEMBLIES, 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. THREADED COUPLING PVC NIPPLE AND CAP or VARIES BRASS NIPPLE AND CAP LUBRICATE AL.L THREADS PVC SLEEVE ° METER BOX (SEE FIG. W -7) �j- THRUST BLOCK -� �o NO. 57 STONE 2" PIPE SLOPED VALVE BOX �\ \� TO DRAIN IF M.J. FITTING GRADE ALLOWS -r==' \-2" GALV. OR BRASS PIPE i� VARIES VARIES RESTRAIN 2" THREADED TAP ALL JOINTS PLUG DEAD END (TYPE "A") BRICK Sl SOLID CE �1N11QLjE TRADE R BOX IN LIEU E CONE ATE NOTES: 1. PROVIDE AIR RELEASE VALVE IN CAST IRON METER BOX. OTHERWISE 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. IIN 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. 5i�t r�KHiv�r VALVE THE WATER MAIN WATER AIR RELEASE VALVE (ARV) (W -9) NOT TO SCALE VARIES TYPICAL BLOW -OFF ASSEMBLY W -8 NOT TO SCALE I \VU Vf1LVL TO TEE OR BEND ON -LINE (TYPE "B ") M.J. PLUG TH Op o � " CHARLES FRANK V01AVA Li c. N 034916 W 0� ',oIlb7/) y ��w ��S -IONAL �� ` ,_ _ !_ _ ' ; DESfGNED: wow KEY WEST WATER MAIN REPLACEMENTS (PROJECT N0. 2010 -06) SEPTEMBER 2014 Michael Baker Jr., Inc. TAX MAP SHEET DRAWN• NEL � 272'tBendixhRoadkerCorpo�ation Suite 400 . , � Virginia Beach, Virginia 23452 MISCELLANEOUS DETAILS 0628, , w.. Phone: 757 - 463 -8770 06282 & �-� CHECKED: CVF '' -�,.. � �m N0. DATE Fax: 757 - 463 -0503 06283 OF 28 1/4 BEND COUPLING (IF REQUIRED) SINGLE SERVICE 1" TYPE "K" SOFT COPPER (SEE NOTE 3) LOCKWING BALL VALVE (INLET & OUTLET) 36" MIN, U 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL `t J I VIVL VLV VIIVV CORPORATION STOP FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. —CAST IRON LID FINISHED GRADE v METER BOX COPPERSETTER — METER BRICK AS NECESSARY NOTES: 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. NEW SERVICE LATERAL INSTALLATION (_W�6) NOT TO SCALE "H" (HORIZONTAL MEASUREMENT) DWELLING STREET SIDE 41A r EX. SIDE S/p H 00 M00 G Cppe SHOP 4" THICK •s 'k MATCH EX. DEPTH WIRE MESH REINFORCEMENT PER VDOT STANDARDS CONCRETE DITCH CROSSINGS NOT TO SCALE SANITARY /STORM SEWER (SIZE VARIES) A It EX. METER IN METER BOX 10' MAX. (SEE NOTE 2) 1 �— - - - -I( (f i 1" TYPE "K" SOFT COPPER EX. METER IN METER BOX X 71 1 — 1 PLAN VIEW FINISHED GRADE SECTION VIEW PRV IN METER BOX (SEE NOTES 1, 3 & 4) EX. WATER SERVICE (MATERIAL TO BE CONFIRMED BY CONTRACTOR) SOLID CAST IRON LID (WITHOUT KEYHOLE OR 3/4" HOLED) " NOTES: NEW WATER MAIN STD. ACSA 1. RECONNECT EXISTING SERVICE TO NEW 1" WATER SERVICE USING COMPRESSION X. WATER MAIN EX. FITTING, AS CLOSE TO EXISTING WATER ( BE ABANDONED) NOTE 4) SERVICE AS POSSIBLE. 2. IN AREAS WHERE PLASTIC WATER EX. 1" WATER SERVICES ARE ENCOUNTERED, OR AS SERVICE DIRECTED BY THE ACSA INSPECTOR, i PROVIDE NEW SERVICE LATERAL INSTALLATION IN ACCORDANCE WITH FIG. W— 6. COMPRESSION 3. A SCHEDULE 40 PVC SLEEVE (MINIMUM 2 FITTING INCH DIAMETER, OR LARGER AS NECESSARY) IS REQUIRED AROUND WATER SERVICE LINES UNDER STREET PAVEMENT NEW 1" TYPE "K" AREAS, AND SHALL EXTEND A MINIMUM SOFT COPPER SINGLE SERVICE OF 24 INCHES BEYOND THE EDGE OF (SEE NOTE 3) PAVEMENT. ENDS OF PVC SLEEVES ARE TO BE SEALED TO PREVENT EROSION. SERVICE LATERAL RECONNECTION NOT TO SCALE 1/4 BEND COUPLING (IF REQUIRED) SINGLE SERVICE 1" TYPE "K" SOFT COPPER (SEE NOTE 3) LOCKWING BALL VALVE (INLET & OUTLET) 36" MIN, U 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL `t J I VIVL VLV VIIVV CORPORATION STOP FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. —CAST IRON LID FINISHED GRADE v METER BOX COPPERSETTER — METER BRICK AS NECESSARY NOTES: 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. NEW SERVICE LATERAL INSTALLATION (_W�6) NOT TO SCALE "H" (HORIZONTAL MEASUREMENT) DWELLING STREET SIDE 41A r EX. SIDE S/p H 00 M00 G Cppe SHOP 4" THICK •s 'k MATCH EX. DEPTH WIRE MESH REINFORCEMENT PER VDOT STANDARDS CONCRETE DITCH CROSSINGS NOT TO SCALE SANITARY /STORM SEWER (SIZE VARIES) A It EX. METER IN METER BOX 10' MAX. (SEE NOTE 2) 1 �— - - - -I( (f i 1" TYPE "K" SOFT COPPER EX. METER IN METER BOX X 71 1 — 1 PLAN VIEW FINISHED GRADE SECTION VIEW PRV IN METER BOX (SEE NOTES 1, 3 & 4) EX. WATER SERVICE (MATERIAL TO BE CONFIRMED BY CONTRACTOR) SOLID CAST IRON LID (WITHOUT KEYHOLE OR 3/4" HOLED) " 10 -15" STD. ACSA METER BOX PRV (SEE NOTE 4) BRICK AS NECESSARY 4" GRAVEL NOTES: 1. REFER TO LAYOUT, SCHEDULE AND NOTES ON SHEET IA. 2. EXISTING METER BOXES SHOWN IN APPROXIMATE LOCATIONS. CONFIRM ALL EXISTING METER BOX LOCATIONS AND UNCOVER AS NEEDED. COORDINATE WITH ACSA INSPECTOR. 3. COORDINATE LOCATION OF PRV INSTALLATIONS AND SHUTDOWN WITH ACSA INSPECTOR. 4. CONTRACTOR TO MATCH PRV OUTLET SETTING TO EXISTING PRESSURE ON THE CUSTOMER SIDE OF THE METER. 5. NEW WATER SERVICE CONNECTIONS SHALL BE PROVIDED FOR EXISTING SERVICES WHICH ARE FOUND TO BE PVC, AND COORDINATE WITH THE ACSA INSPECTOR. TYPICAL PRV INSTALLATION IN STANDARD METER BOX NOT TO SCALE SUPPORT AT NEAREST JOINT OF PIPE — EACH SIDE 4 . INSTALL SUPPORT IN 8" UNDISTURBED EARTH 16" MIN. (TYP.) CLASS "D" (2,000 PSI) CONCRETE PIER WATER MAIN A 1' -6" MIN. (SANITARY) 1' -0" MIN. (STORM) ELEVATION SANITARY /STORM SEWER (SIZE; VARIES) 2" MIN. (TYP.) CLASS "D " (2,000 PSI) CONCRETE: PIER 6 WATER MAIN 1' -6" MIN. (SANITARY) 1' -0" MIN. (STORM) SECTION A -A SANITARY /STORM SEWER PROTECTION FOR WATER MAIN CROSSING UNDER SEWER NOT TO SCALE 4" DIA. STEEL — PIPE FILLED W/ CONCRETE (TYP.) EX. — GRADE SET IN CLASS- "D" CONCRETE, 2000 PSI 0 I is I I GUARD POST NOT TO SCALE u 5,_O »;— FIRE HYDRANT 2' -6" 2' -6" co I N HYDRANT BRANCH ® + — o 1n SEE TYP. GUARD Q0 POST DETAIL I N WATER MAIN � SEE T) POST I EX. G PLAN LJV/nMAAIT MA0071 ELEVATION NOTES: 1. GUARD POSTS ARE USED TO PROTECT A HYDRANT IN AREAS WHERE POTENTIAL DAMAGE MAY OCCUR. 2. NO STRUCTURES, POLES, SIGNS, POSTS SHALL BE INSTALLED WITHIN FOUR FEET OF THE FIRE HYDRANT, NOR SHALL ANY FLOWERS, TREES OR SHRUBS BE PLANTED WITHIN THE LIMITS OF THE ACSA PERMANENT EASEMENT. HYDRANT PROTECTION GUARD POSTS NOT TO SCALE r-IAIIC`I Il n /',r) A rlr C W/ LID LVE G AREA. E AREAS, VALVE IALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE (W -5) NOT TO SCALE 6' MIN (270 °) 7 CU. FT.— #68 STONE NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 2' TO 10' � v•r'�r 36 "MIN ° 2500 P.S.I. CONCRETE --- .v• , , BASE AND THRUST ;►. ;:�a;. BLOCK AGAINST UNDISTURBED STABLE . .......:...:.. SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, ANCHOR THE VALVE TO THE HYDRANT WITH 2 -3/4" THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT ALVE BOX 6" GATE VALVE TEE OR BEND 3/4" THREADED RODS TO MAIN IN ALL INSTALLATIONS. RODS SHALL BE GALVANIZED OR ASPHALT COATED. (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" ON SHEET 22 OF THE PLANS.) 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. 6. CONTRACTOR TO PROVIDE ADDITIONAL BENDS AND /OR OFFSETS AS REQUIRED TO AVOID EXISTING UTILITIES, AT NO ADDITIONAL COST TO THE OWNER. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL (W -4) NOT TO SCALE COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID N OTE: I. UNPAVED AREAS: USE PLASTIC BOXES 2. PAVED AREAS: USE CAST 14 1 /2" IRON BOXES. 3. FOR TOUCH READ METERS 12 1/2" A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID, 18" METER BOX cc ti 6" EXTENSION CD PIPE SLOT (2 PLACES) TYPICAL METER BOXES (5Z811-1 METERS)( NOT TO SCALE v, OF D j� off"' c, r• V� CHARLES FRANK VOTAVA 9 Lic. N 034916 W �09�02l1 y��w � ;ONAi, _ KEY WEST WATER MAIN REPLACEMENTS PROJECT N0. 2010 -06) � SEPTEMBER 2014 ,� , _ _ �', , r, I• 3� DESIGNED: WOW • • . - Michael Baker Jr., Inc. \ !TAX MAP SHEET a A Unit of Michael Baker Corporation DRAWN: NEL � 272 Bendix Road, Suite 400 �� :_ .. � � � � � Virginia Beach, Virginia 23452 AILS Ofi281 Phone: 757 - 463 -8770 D ET 06282 & �` �� N0. DATE Fax: 757 - 463 -0503 � Ofi283 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. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one (1) year. 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 and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stablized to prevent futher erosion and seidmentation. 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. 48" HIGH DENSITY ORANGE — POLYETHYLENE SAFETY FENCE 66" LONG METAL T -POST STAKE DRIVEN 18" BELOW GROUND SURFACE S� p,KE �QU1RE0 M-1P_R PS R 10NS SP GROUND SURFACE WIRE OR ZIP TIES TO SECURE SAFETY FENCE TO METAL POST (TYP.) ORANGE SAFETY FENCE NOT TO SCALE METAL FENCE POSTS OR 44 POSTS TREE PROTECTION NOT TO SCALE 15" 1"x2" WOODEN STAKE, 2 PER BALE ENTRENCHED STRAW BALE PLASTIC TREE JCE CD I SOIL COMPACTED TO PREVENT PIPING SEDIMENT -LADEN RUNOFF FILTERED RUNOFF 18 4 12" STRAW BALE BARRIER NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4" X 2. STAPLE WIRE FENCING TO 4" TRENCH UPSLOPE ALONG THE LINE THE POSTS. OF POSTS. 6' MAX 12 1/2 GAUGE MIN. MESH SPACING 6" MAX. STEEL OR WOOD POST —IMBED 3' FILTER I 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE WIRE FENCE AND EXTEND IT THE EXCAVATED SOIL. INTO THE TRENCH. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. GROUND LINE TEMPORARY SILT FENCING NOT TO SCALE 1. CLOTH DOWNSTREAM VIEW VDOT #1 COURSE AGGREGATE FLOW 00-► 2 , � TEMPORARY ROCK CHECK DAM NOT TO SCALE FILTER BAG CURB INLET FILTER 2 x 4" WOOD FRAME INLET BOX DROP INLET WITH GRATE PERSPECTIVE VIEWS STAKE li 1' MIN. I��II ELEVATION OF STAKE AND DETAIL A FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5 %) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SILT FENCE DROP INLET PROTECTION FLOW ni * * VDOT #3, #357, #5, #56 OR #5. COARSE AGGREGATE TO REPLACE SILT FENCE IN "HORSESHOE" WHEN HIGH VELOCITY OF FLOW IS EXPECTED 2.5' .,SASS I RIPRAP OPTIONAL STONE COMBINATION ** TOE OF FILL ENDWALL - - - - - -- - -- • CULVERT of - - - -- - - - - -- --- - - - - -- - -- ° * TOE OF FILL SILT FENCE ° ° ° ° *DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD LFLOW EMBANKMENT SILT FENCE CULVERT INLET PROTECTION THESE DETAILS INCORPORATED FOR REFERENCE ONLY: THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE EROSION AND SEDIMENT CONTROL MEASURES DURING ALL PHASES OF THE WORK THE EROSION AND SEDIMENT CONTROLS SHOWN ON THE PLANS ARE THE MINIMUM REQUIRED. DEPENDING ON HIS CONSTRUCTION OPERATIONS, THE CONTRACTOR MAY BE REQUIRED TO MODIFY OR PROVIDE ADDITIONAL CONTROLS AS NECESSARY. r VAN GRAVEL FILTER* 12" RUNOFF WATER WIRE MESH FILTERED WATER IFF SEDIMENT— �II II I II a �• CONCRETE GUTTER 12" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED,TH OF AREAS. � r/V tcc�CHARLES v * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. FRANK UOTAVA STORM DRAIN INLET PROTECTION N 034916 W �ONAL INLET P R OTECTI O N NOT TO SCALE ,_ _ ; ,';� <' DESIGNED: WOW 0 12/15/14 VSMP co�iMENT RESPONSE KEY W ST WATER MAIN REPLACEMENTS PROJECT N0. 2010— SEPTEMBER 2014 Michael Baker Jr., Inc. E ( 0 �) rn TAX MAP SHEET A Unit of Michael Baker Co oration DRAWN: NEL � 272 Bendix Road, Suite 400 _ __ .: ., - Virginia Beach, Virginia 23452 E R O S I O N AND SEDIMENT C O N T R O L NOTES &DETAILS 0628, , 2 4 Pa on 75754636050370 06282 SC N0. DATE 06283 OF 28 LEGEND 1 _ 1 PAVEMENT SURFACE RESTORATION NOTES 1. Provide asphalt surface treatment (Slurry Seal Coat) in accordance with VDOT Road and Bridge Specifications, Section 02700 of the project Specifications and the VDOT Land Use Permit. 2. Provide full —width asphalt surface treatment (Slurry Seal Coat) in accordance with VDOT Road and Bridge Specifications and Section 02700 of the project specification, to the limits shown hereon, or as otherwise directed by the Engineer or VDOT Inspector. 21 Service Auth4rity p �T�H' OF LIMITS OF PAVEMENT SURFACE RESTORATION "CHRRLES FRANK VOTRVR NOT TO SCALE ,oL ic. N . 034916�W �09�0Z�1 SS10NAL DESIGNED: WOW DRAWN: NEL CHECKED: CVF Michael Baker Jr., Inc. A unit of Michael Baker Corporation 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 Phone: 757 - 463 -8770 Fax: 757- 463 -0503 KEY WEST WATER MAIN REPLACEMENTS (PROJECT NO. 2010 -061 PAVEMENT RESTORATION PLAN9 NOTES, & DETAILS SEPTEMBER 2014 TAX MAP 0 062282 B2 & 062133 SHEET 25 OF 28 N0. DATE pago ( 1- t6 Ak 4ju, a 20] TYpical Truffic Control Shoulder opetudo" with Afi)r P'norm"whosent (Figure TTC-5.0) Standard 1. On divided highw-kys, having a median wider thun 8'� right and �left stgu aswmblfes shall lit 3", ;fir .r apachag '�'houldh 1304, AcveN�' h�ghw'�tpv' For all 001'er roa�dway 4e' i0g'n- 'x Pacblg should 15e J(W-60W)A'here the ponv) It 11. eater than 45 juph, Mid 34W-5010 kit'here t4epo'm�dspmd how 4s' 43 Mph or 3, Ahen t-vork' wkvs up paa of a hine, on a high. volmne -vehkylar trqf vehiclem., br, the .how eowrnachriwm. t Qna�'Vsl's' perin t'v' a rema. h7inglane widdl rd I 0'f�01' Me hine shoulidbe closed if' the ojasure qpor'wfon i(s a LAMUdAcce,t,v highwar, the ndm'pm�il hme lo'd1h ts' )I•eet W-1tion. 4 Th� ROAD NVORK AREAD jW-)0- I) sion atl an itnenlectbu- Im.." bo onliaod Nyhem jrlvara, erngr'g-ing from that roadwAy l enwkinwr gnothur ad'a. lice I-ina s!411 r wto this Standard- �a A Nhadmy vehicle with e4tber an arroiv board operating In the taution mode, of at least tame high- Intpasipy stabor rotating, flashing owlilatiagorar4bv light shall be parked 80' - 1201 In advance of the tie-st work i�revv. 6, Vthirle hazard warning signals shall not be mwd instead of the vehicit":s high-tatensi1q, umber g rotattag,flashing, o8willating, or strol* Ught& Vehicle hazard warning Agnals tan its used w, supplement am.Wr rotofing, fim-bitag, onill4fia-14, or strobe lights. 7 Tuper Wngth (L)aod etarrrrrreltxlrr device, spacing $hall be at the folloNving: Taper Length N Spead Limit Lane Width (Feet) 1 10 1 10 11 1 12 (mp") 25 95 wl 05 115 125 -- --------- - - ------- --- -------- 30 - °l 1:65 1 do 35 185 205 225 245 40 240 ]-270 ---------- 295 5 32 0 405 450 ----- ----- 495 -540---- --------- - - --45 50 - ---- 450 ',500 550 UO 55 495 550 605 660 60 's 4p 6--ioc 060 720 65 585 650 715 7 -- 63OT706 7710 ----,8-0 840 er lengths for Limited Access highway § shall be � 1�000 feat, I�aaldarTap er = % L Minimum Channelizing DevIve $paving Lacation Speed U;Mtt (mph) 0.3's as + Transition Spacirig 20 40 - 7ravalway Spadng Construction Access* 4,0' so, - ----- BOO 120' * SpadrV may be iporeased to thisdiskenm ut aha.111 not exceed one a 96 22r 144 Vn r*00*10 WM:n WOO SnOU100rS hZV1n9,8 width of S faet or more, ehann4ftzlng davitem shall be used to close the shoulder In advanoo of the mefgIng toper to dir"t vehicular traffic to remain within the trawled way. & The buffer 4pate lengtbshall be as %bown to Table 6H-3,on Page 611-3- for the :posted speed limit, 4, A tnck-mouattd Artenuator (TI►IA) -shall be used on Llokitw Aimess higbways a4d multi-lane roadv, ay;s 80th poWti speed filuit equal to or greater than 45 toph, 10, When a side road inter%wts the highway within the tomporar�v traft coavrol zww, ad&10.041 traffic control devices $hall be p4actil as ftee&d- Augwm NA I S I hoifldtr Operation with Allaor Eacroachment (Figure YT -5O \ Pago Mq- 17 wo�2 (V) 801- 1120' SHADOW VEHICLE REOU11RBI - TMA OPTIONAL SEE NOTE 9 JILL I UMWAT 1.0 FLASHING AMBE R (CAUTION MODE) $815 NOTE 8 TYPE IB OR C SEE NOTE 7C 3 DEVICES SPACING SEENOTE7 S E 16 E� NOTE "I W21- bR W20-1 pa�o' 6H-52 MgUst 20 1. Typical Traffic Control Lane Closure on a 7 t g FltW gers (Figure TTC-23#) -Nom Guidance,, 1, Skqn qVcing dAranee shouO he 350'-500'whvry the, pasaodspeed lindt 4S mph op kas, amd 500'400' � 4wre th Viat -gr ealer than 45 lnpk 1 C "we ihouldim awrelsed wvhen imiablAhing dle Uplin q1! the work rone, to 'an'we maximum �igpl' divtwne hi a"A"ance qf lbvflag ornatkin and trvPvvftk)n, based on. the postedspeed Umh anzi tit 10t 4W Vi(�Wl 40 OP qMMP thOn Me vah'4�&� in Teghlo -611-3, m�*)rws shovld havv" a 41ear firm vi z igh, tfirom thy: graph ic fl k�,,rgwr iyn iho I s Ygn to th eflagge, r, .1, Where RWhi-of-Wav or geometrig ctyr)dUow, =vent the asc of 48",x 48" Agn,'2, 'A' x 36" siSnti niay be, used, Standard: 4, Flogging stations shall be located far, tmough In adva .mm of the -w vork spatv to permit approachiog traffiv, to rodimt speed #nd/or stop biefore paming the work %pace and allow sufficient distance for depa,rdagitraffic In the left lane to return to the right lane btfore reaching oppoving traft1c (see Table 6t-1-3 on Page Aft-5). 5. All flaggvrs shall be state vortified and have their certification card to ditir posse*Aon 8when perforining 11aggingdomes (isvo Sectlion 6EA1, Qualifications for Flugge'rs). 6, Cono %pning shall be at the fi-Al-mking, Loc4tlon Posted Speed Limit (mph) Tnansition Spabng 2o' Travelway Spadr7g 40f $0, 7. A shadow vehicle with at least one high intensity ambier rotating, osvillating, or strobe tight -shall he parked,80'420' to advanee of the first work kre% 0�)60111 8, A nippIgmenhd IlUger ma'.%, be r �d' ill thji�' am'. W gjvi� advww�' -a"anifla of dio 20glwjon �&Ioad b�' "dg)Wjn'Z -th traffl-c grL)r tp r0US_h_hA_V_, 9. riss quem", Of mqf0io reachas Me PREPARED W STOP OV�3-4) s4gp'�' then div si'qvw, sboukI he 10 1-11ben 44 <,Possh�g avfthin or ups'freatv cif fhe transhion are'�"? find It Is aaficipoted Ow quem""5 'mnndfingfiopol the 1"Int" clavum might thrv1'CVh thv cre"'ksshlg� Phe o-'qffic cop -trot Zone should &,',naandvd so duv Me trar"Vition amu precedes the, Standard 11, At n1glit, Nagger stadbag shall b4o Illuminated, exe-ept In einergencles {�wt Smtfion 6E48'), 12, Unga mAv bw dmiaakd a WIL)i 1�khidg u, U-410,11 1W low, EWLAY Vvidift is 20 feet, or lm& ntL'b 1e �'glipfia jg&gLjw�4ioaed tg Ulan)- �Nffl -11h �i-i�otm Pau 61-1-62 Augu,4201 1 Typical Tralifte Control Latin, Closure Operation in an Imme4414n (Figure TTC-28.0) NOTES Guidance: 40., Obtain A Deamp Me qffiective mufe'v �0 other ftlad'v and 'orfob V-N 4��J�P-POWd and diiW'Ml br the Re�&Val I ass-htm"n should N,,, wved,fiar la wen ement andflr�ggirqr Fvpdemmr siga� acln dA d be 350'-500' �vhere Aepfj�rea -'peed Uodt'o 45 n�pb or lev�' 5000.800' M, �q'hery Mvp,-,4ted,speed ftogr 4,5 tnph, kstandat*- 1 Chanaelizing devkv spacing shall be on 20'e-faters, or less, Guidance,. 4" If A)�Wn a sh'cgh")w with elf yeastone mt.�#Ing conber fi'ghy or hig jl inteqsita• IkghtshovIdbe park--vd 80'420'hi adva-mee qf'r'h?,firif work crew, skqndaird: 5h It the "sted sped thalt Is 45 mph or treater, tht� sh*dov�, vehirle shall have a trtuA-mountod aTtenuator, 6, For emorp "vat. umber fig bts or 10gh Jutoosity aln1wr strobv lights "lountod on the 8,thiciv and visible for 3604 shall be retivired in addition to the channolizingdevievs, shown around tht, vthitleo .0w, vehicle held warning signals or fatubtr mielfiating lights shaill be UA&d. as � a cm,"ulvvA� i&,� crosowallf shcnildhe closedusing rhe iqfixrmeui�ori •and support", 8. Tums cqn be prohibitod at, %Nulmd by vehicular IT"Affic CandRions, U111est" the 811etw me wide, it might bt phy- sic illy iftvo�"�iblo W Inako �telqain Timis, especially for largo vehielos, Au,4wt 20 11 .Lane Clasure Operation In an Intersection (Figure TTC-28,O) Z -310N GNV 1,K)RA A01109 or NOUVX� -'09 '00 4 ........... --- ................. M U O� Z w 0 > QD 0Z Z M Page 04-63 ................ 4 O� Z w 0 QD 0Z M La 1 -.104 'Ail 14 t 20 11 Typical Traffic Control Surviyin,q Operation (Figure TT -4 %0) OFF 7-RA M 11Z Guldanv,r L si'gn 11gicin"7 distance '0wv1d Lin2ftedAvvevv hlghw�tys, and mi all wher whe'r�', die p��,�aed:Teed lvnit is grawor than AS :mph 4�'wd' �350'-:100' )+'heyv 'thi� pavea 'lixesd limit 4,45 mph orless, Standard., 1 On divided highNvap; having a MOW '!Alder than $1, right mid left sign assemblies shall be e"nin& 3, Each vehide involved In the survqlng optration shall Lit Qquippvd with at least ofte rotating atuber light or high intenNity amber light. -4� "Velhkit, hazord waroing Ago* shall not N." uscd Instead oftbe vehicle's higfi4atensify aw.ber rotating, flashing, ostillating� or stmbe llght& Vehicle hazard warning skmals van �bt, osed to Supplement highwintenA4, ftmber rotating, ftashing, oscillating, orstrob�e III. i s. gi t S. Nlaxitnum length of the work zone shall N two miles. 0 �1-60w' 6, Whery Right-of-��,a an,11or Minegic, conditions do not al.low & wo of 48" x 48" !�igq& 3611 x 3451' vnd, j. All worhwmihall wear high visibiflOyclothing r Chapter 6.0 (4:te 5ecdon 6 12LMAML RA I - Guhhuwk"�: 61, For"Zw'"""" 0PvrWkm."V on The tre'n"'ehvqy, Tvpieal Trqfflc Figure TTC-23,.Lane- Closure on a Ong Two-Lane Roadi4-�-Ry Using FU�W!rrs' fjr Typira'l TrqfiRv Con trol F�givv TTC- 16 or Ti t" I � Outside or Ciorutv 01'mrafion on be wved, AVA 16 SEPTEMBER 2014 DESIGNED: wow -06) Michael Baker Jr., Inc. A Unit of Michael Baker Corporation KEY WEST WATER MAIN REPLACEMENTS (PROJECT NO. 2010 TAX MAP SHEET Service Authkity DRAWN: NEL 272 Bendlix Road, Suite 400 062B1 , Jwiaker Virginia Beach, Virginia 23452 26 Phone: 757-463-8770 TEMPORARY TRAFFIC CONTROL NOTES AND DETAILS 062821& CHECKED: CVF Fax: 757-463-0503 062B3 NO. DATE OF 28 --------------------------------------- 9 95 ....................... 1.36 yow p�WdI4 �)n �T;,,A� �,,T flag ��mond�,d until y"'uary ARE MANEUVERS DIFFICULT OR .... ..... ..... ... U N E, X P E CT E () '? D y1;5 0 m 4 "&tAkinary - mh ow, pd,,J4% Ow ro�'Id uiwr wilh MALFUNCTION tBULII OLIT, FTQ VV20-8 (V) pmalll�l tz RmQv-oa'�, w road k""im (b I'Vidl Uw,6 p INCOMIECT PLAC:FNJENT drop'tho Nig, wyolAr �,.i& aM w4hyoi� fiw hand vaffio HAZARDS? YLs 0 to to 111-(� op,�-n MISALIGNED BUILDS (�,)Vd.,�xov mlffiv i, tvnponm,ily in Qmi� 1111Q, rtwww, Lraffi�� ISSIGNI NNG CLEAR,,-, UNCLU71"ERED 24" 24" 'NOT DINIMEDAT MGM tmd i� I to W41l ym-rf wml A"N D PROPULY SPACED? 0 YES ,�iynvl liv a6v��ws wproo<vj int�) tlw }"Ypgn laav, 11 >VAXNRNO LICHT (SERVICE XLEAND Akl"TRAI,'�FIC CONTUM DEVICES IMAPPROPPUATE (MESSAGE) CONDARNT& DFUNFATOR (CLEAN / AUDITTONAL SUfflCIF,NTLY VIS(BUE" M YES 1. 1>wnd faiA�,ig! mlffk�" 0 =W V 0w urm axciy Imin th,- boly, 0 Or �W 441 onvhloo N, th,�, mktyval 5 �� ind km �,r thi handv,,M `17i1. €3' &"mi, 605 660 9, CIO 540 wl oul d ru 0,� 1 ,-1 tht gmwwl ti,; 01C 1r, d 0 ADEQUATE, El INAM-�'QUATE'. 660 720 - ........................ 65 585 INAPPROPRIATE TAPER LENGTH 650 715 780 I l) Stop I mfliv Traffic flraci�td J oMtm ;�Sjjj'fj), Sjil-"VTra r1k SI&I'M ............... ..................... .. - - - ---------- -- ------------- - 1 770 840 36" posted speed. SW=L C3 ADFOISA,7E C3 (NADEQUIATE desired for the shifting taper length with 1/�L being the (REPAIR . CLEAN "" REPLACENTE�NT) NEE0 TO RE (R.RMOVED 'REPOSOTIONED minimum, REFLECT(VE SANDS (DANiAGED) ftstod Speed Limit (imph) mlsslNq CM,T-RED) < 20 ON MUMS OTHER DEN ICES) N B ED (CL1,VVNING 1i REPLACEMENJ),' 25 A, D 0, 1 T (0 N A L D0,1 C 1,.S 'NE E 1) ED CONF11C,TING 1`-1ERNQkNEM 'I 30 MISALKINED ------------------------ - ----------------------------------------------------------------- 35 250-260 OMWA 40 305 -320 V, v % 45 a 24" g. 425--445 .......... 55 - - ------ - --------------------- - -- - - 500 -520 A 570-590 1, A -Pki,M P!,,mko of wlzi .v3d Q110, d 1,�-,d 01g,4 V 70 Ef U 6 i�,Pwnohk for Omuitrllim tki,� �vfl,?w wodwl, i'll flu jh, �mmki� At� �jqtm"A ,.r :+; �rr �IAA� fw '"11 �w MA"v,�rw pfi-tA, §,m f;i,,fo� 0,4 d�n�sst� 4kad, Onnl 00� � li,w� 1 VNNI 44. l, � c tb� SI Ol, W'? �WA iw t"d ma�miWo lo wrj, gdm aw 4 f11 u rqw"aiar, fo l IJ I t I i0W 11's E4 oo, NN 0 g " ti €igki ec tt x! lf u; i% vin k� c" S pi0d ht" "lW1 0i" iif.d tt,R c"W'mim4W. !,i, Flov4oh "pc, itw l.,Os'iwoons" 0<-,4 , fis!Wii� 14 Ch , 3 risk fiiidkilg 1K, -10 Okwk- 'Mni'llum hjgl:�t �-, M,�, �l,,rf :Ws m,M4, i�e et,40,,o• twi t32 €3P5: "lill ONM ZAj.- m jwioi t" "'mr3wi0miz 001�vg 3 Jnmlilin7, Al"I 1 V,U IXViO �,o A, €jrii t4 gsws tf t qA x ,i I N4�vt IiAl s,iAll 0 ill"lu, �wvo po mW,int' km��, MIdt, kit lw� Awko�l 4� 1,0,�hk,l 4� t�i, thk- , 4k��,r 'll 0�m s,f AW�� 'AicW" tww w� 11 Igo "O's �iolj. ON: -t 4mi; (w td R4 11W R Iz,g "WO iw m8rw4rdi, iOlvs ktWJ M x.,l a *rl w l" 'w"i't'. Ft il` 13 of ,,s "k; e poo ij of 4 ot, . I , P nilw", "PhO 04 k A xtool", 'll is, l Wito ix, ,r, $Wk " i,:, mil)wo lifw 0. fkz,t t"tlYf 0.'GY iii" , A,g� ;i tts i's "'m e p�loo to; 3f h f< po-Nvik iti is", oil fil'. Virginia Otpartmont of Traosportotion si��g.l-o shaflb4;Iinnzvikl whim thi., llqgtl,i� no lonprat ,heir_wknl. oighl, ftgRillq- AX60,,im. "Ohatl be iflumdmuld a mid iffl'UM W" $ 0 h)k,:', 2 Su"n'd l,1,I'wro },i)$ u \mplteo <iJid b, som by appw'zwthing tmh64- to 0"wMgpi"t'nion v ,hi%Od bo 350 'to tho no�ted,�P�wd limit i\�, 4� Imp"hz or 4 Fl�tgpr �Shoul-4, 1v k,'iw ti�� qwh,:dAm an i"nukm W slop vvllbwGa muering I J of Ehv eoa&vay riuCM'S, 2. W'ah,a Paddhk - Hold, 31Re STOP ,411 T n a statu)"W , %And'vM palon imp wd r at31 nv.1w, lajw3 Look m tho m,,frw- yow 1-'4«j8jd V,j ffi, rdftj eX3'3Cxed' to app-tN-" iA,6ng dri'vr WA maki� dvivvr, fin 10 poolli,$14�', dmlvam nwly '%, wilov),ning, ql:e ibF DESIGNED: wow DRAWN: N E L CHECKED: CVF I NO. � DATE T.: BeRyre relw�iq) mkllw 0-W fLg ia �,Vitl newntl v'� thi� nowwfl ilm �,W r 9 95 ....................... 1.36 yow p�WdI4 �)n �T;,,A� �,,T flag ��mond�,d until y"'uary ARE MANEUVERS DIFFICULT OR 185 El ADEQUATE El INADEQUATE U N E, X P E CT E () '? D y1;5 0 m 4 "&tAkinary - mh ow, pd,,J4% Ow ro�'Id uiwr wilh MALFUNCTION tBULII OLIT, FTQ U "gam � ht� dnvim, to �0 nw th�,, ADEQUATE WARN.I.N0, OF pmalll�l tz RmQv-oa'�, w road k""im (b I'Vidl Uw,6 p INCOMIECT PLAC:FNJENT drop'tho Nig, wyolAr �,.i& aM w4hyoi� fiw hand vaffio HAZARDS? YLs 0 to to 111-(� op,�-n MISALIGNED BUILDS (�,)Vd.,�xov mlffiv i, tvnponm,ily in Qmi� 1111Q, rtwww, Lraffi�� ISSIGNI NNG CLEAR,,-, UNCLU71"ERED by tw: rn, 'NOT DINIMEDAT MGM tmd i� I to W41l ym-rf wml A"N D PROPULY SPACED? 0 YES ,�iynvl liv a6v��ws wproo<vj int�) tlw }"Ypgn laav, 11 >VAXNRNO LICHT (SERVICE XLEAND Akl"TRAI,'�FIC CONTUM DEVICES IMAPPROPPUATE (MESSAGE) CONDARNT& DFUNFATOR (CLEAN / AUDITTONAL SUfflCIF,NTLY VIS(BUE" M YES 1. 1>wnd faiA�,ig! mlffk�" 0 'E §, wi(h n lhiddle - Ow �6gpl p3ddlz ia'- V 0w urm axciy Imin th,- boly, 0 Or �W 441 onvhloo N, th,�, mktyval 5 �� ind km �,r thi handv,,M `17i1. €3' &"mi, 605 660 9, (b) 540 wl oul d ru 0,� 1 ,-1 tht gmwwl ti,; 01C 1r, d 0 ADEQUATE, El INAM-�'QUATE'. 660 720 - ........................ 65 llwnd:,�ignah, with Tlml whit Oily 4o, N , �Aw v,�-nv k) jxx.Mi� -,-w t1q lo �,�top tmflrw ow &v ih��> prmiilo-'I X og lJ ;', t 24.) 11 Form 4TE-97001 W01M ZONE SAFFTYC H EMMIST TRAFFIC C14GINEWUNG CONSTRIX-TION NIMN7ENANCE / UTILITY/ PERMIT RESIDENCY: CITY 11 COU"N'TY, TYPE OF OPERATIM PERSON IN CH-ARGE! WEATI-IERCON10IT IC, M, Nvp 01W 1."�,' tilt IIK �MMO.NATCIV 1. j CONTRAMTOR,'ARFA REAKAYARTER& PROL NO, " PERA41T NO. LOCATION: DAY , DATE � 'TM POSTED SPUD" MPI-I DAY ORNIGHTWORK CIIN CjNk-)T 1N PROGRESS A, DRIVETRRIV,, 9 95 ....................... 1.36 D, ARROWBOARD, ARE MANEUVERS DIFFICULT OR 185 El ADEQUATE El INADEQUATE U N E, X P E CT E () '? D y1;5 0 NO MALFUNCTION tBULII OLIT, FTQ El ADEQUATE WARN.I.N0, OF C., INCOMIECT PLAC:FNJENT El HAZARDS? YLs 0 N-o MISALIGNED BUILDS BARRIER NEMMSTO Rf-, (R1.iALlGNED ISSIGNI NNG CLEAR,,-, UNCLU71"ERED APPLICATION DOES NOT MEET 'NOT DINIMEDAT MGM R.E]MOVLD) A"N D PROPULY SPACED? 0 YES N'o 11 >VAXNRNO LICHT (SERVICE XLEAND Akl"TRAI,'�FIC CONTUM DEVICES IMAPPROPPUATE (MESSAGE) CONDARNT& DFUNFATOR (CLEAN / AUDITTONAL SUfflCIF,NTLY VIS(BUE" M YES No 0 TX 1.2" VERTICAL BARRIER PANELS - ---- ---- ----------- 65 NOT MUNEATIM,NCB CONES /]OARRE�,Z 0 550 605 660 9, D 540 ATTENUATOR (REPAIR / R EPLACE) 0 ADEQUATE, El INAM-�'QUATE'. 660 720 - ........................ 65 585 INAPPROPRIATE TAPER LENGTH 650 715 780 - - - -- - ------------ - - - -- -------- 70 SPACING INADEQUATE tTO LONG/ - ----- - ---- SI&I'M ............... ..................... .. - - - ---------- -- ------------- - 1 770 840 TOO SHORT posted speed. SW=L C3 ADFOISA,7E C3 (NADEQUIATE desired for the shifting taper length with 1/�L being the (REPAIR . CLEAN "" REPLACENTE�NT) NEE0 TO RE (R.RMOVED 'REPOSOTIONED minimum, REFLECT(VE SANDS (DANiAGED) ftstod Speed Limit (imph) mlsslNq CM,T-RED) < 20 ON MUMS OTHER DEN ICES) N B ED (CL1,VVNING 1i REPLACEMENJ),' 25 A, D 0, 1 T (0 N A L D0,1 C 1,.S 'NE E 1) ED CONF11C,TING 1`-1ERNQkNEM 'I 30 MISALKINED ------------------------ TEMPORA RY SIGN [KT ) NON-A-PPROVM SIGN SUPPORT BLOCKED BY VE GUXTION 0 CIYNINIENTSx 9 95 ....................... 1.36 A TRAPFIC 9,41tfiftfi . 35 185 L03 A DEQUA7E, C3 INAMQUATE 205 225 245 IMPROPSA BARRIER WALL FLARE C., . ......... 40 1MYROPERTFRM[N'AL TRE,-NTMENT .......... ADflQU,,Vr1-L, 1NADEQUATtn' 296 BARRIER NEMMSTO Rf-, (R1.iALlGNED APPLICATION DOES NOT MEET R.E]MOVLD) 405 ( f0l3LlN`6S 11 >VAXNRNO LICHT (SERVICE XLEAND 0 IMAPPROPPUATE (MESSAGE) 11 DFUNFATOR (CLEAN / AUDITTONAL 460 -------------- - TO MUCH MFORMATTON ON P.M4,S, 0 TX 1.2" VERTICAL BARRIER PANELS - ---- ---- ----------- 65 NOT MUNEATIM,NCB CONES /]OARRE�,Z 0 550 605 660 9, 60 540 ATTENUATOR (REPAIR / R EPLACE) 600 COMMENT'& .......... I :!I 2 Pa, p3-4 y FORN'l -OTE - 97002 G, FLA"UAG OPERA TIOV [I ADEQUATE C1 LNA0E,,QVA'M N EE D AD Off 10 NAL A OVANCE S (ON I NO ARE FLAGPERSON'S CERTI•IFIM, C3 Yes EINo K)SMOST.0 CO`RR.F--X.'TLY? 0 Y�'S El NO RIQHLY VISIBLE? 0 YES [j NO PROPERL'Y CLOTHED? 0 YESS El NO 1. PA VEMEAITAMRKENS AID E',QUATE REPLACEMISSING Augun U) I I [I CONSTRUCTION El lNADLQUXrL El FLkGGINCI COXRECTLY1," YES Noy J PR(A.'ERLYPOSMONIED? PROP1-*,.R1,Y MAINTMNEM H. PAMIENTMARKING,1 C041,14ENTS, PERNIANT T El C',ON3TRUCTMN A1X-`-QL1ATf3 E INADEQUATE K MISCEUAA`BOVS>, REMOVE ADEQUATE,BUFFER SPAC'E? RENUR TS THE NVORKA-RFA PROTECTETY? ,N'F]:,'D ADDITIONAL NTATERIAL 1 S 11ROPTFRLYS70R1,`,M UNNECESSARY (MARMNGS ARE LANE CLOSU'RES IN ACCORD NOT ERADICATED CON1PUTED). WITH ALLOWED'HOURS" 1COMMEN'T& Cj YES NO 0 YES ONO Y r-, S NO YL""s NO 0 yrs Z] No 'S El NO 0 YES [j NO 1,,,VID NICE 0 A ACCIDENT VES -NO DAMAGE,D TRAMC CONTROL DEVICES SKIONIARKS [,I I) r-, � R R.1 S.- REVIEWED BY-� REVIEWRO �%`[Tfl� �,S(GN& DATE) (S.1.03N S& DXTE� 00' 'Y' RESMENT ENGINE ER, OR OTHER 2 of 2 Michael Baker Jr., Inc. A Unit of Michael Baker Corporation 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 Phone: 757-463-8770 Fax: 757-463-0503 August 2'01 I Poste,d Speed Limit (mph) ............. 525 30 9 95 ....................... 1.36 Prigs 6H- I Tabit, M-2, Taper Length (L) Width of Offset (Feet) Remarks 10 11 12 105 115 125 L= S-W/60 ...................... ................. ... - ............. I ........... 150 165 180 35 185 205 225 245 . ......... 40 240 .......... ............... ---- - .......... 270 296 45 405 450 495 540 L=SW so 460 -------------- - 600 660 60D ------------- - - ----- - ------- - ---------- - ----- --- - ----- - -- - -- - ----------------- - --- - - --- - - - - - ----------- - --- - ---- ---- ----------- 65 495 550 605 660 9, 60 540 600 660 720 - ........................ 65 585 650 715 780 - - - -- - ------------ - - - -- -------- 70 --------- - - - - - - 630 - ----- - ---- ---------- - - --- - -- 1 700 ............... ..................... .. - - - ---------- -- ------------- - 1 770 840 - - --- - ------------------ Limited Access Highway merging taper length (L) shall be 1000 feet regardless of the posted speed. SW=L is desired for the shifting taper length with 1/�L being the minimum, Table 6H-3,,,Bvft*er Spaco/ Flagger Distance hom Work Area ftstod Speed Limit (imph) Distance (Feet) < 20 115-120 25 ............ -- . ..... 155 - 160 30 200-210 ------------------------ - ----------------------------------------------------------------- 35 250-260 40 305 -320 .......................................................... 45 . ............. -380-380 so 425--445 .......... 55 - - ------ - --------------------- - -- - - 500 -520 60 570-590 65 645-675 70 730-760 page 614-6 August 2011 Table f)84, Channetizing Device Spacing Posted Speed Limit (:Mph,) 0-35 36+ Transition Spacing -- - -- - -------- 201 40' TraveWay Spaoiing 40J W Spot Construction Access 80, 120' For easier acoess by construction vehicles into the work area, spacing of devices :b :n :maybe increased to this distance, ut shall: ot exceed one access per 0.,25 mde -unless approved by the engineer and documented, Tab1e:6H--;, Advanee Warning Stgo Spaefiv, Road Type Spacing (Feet) Urban street with 26 mph or less posted speed 100-200 ------------------------ - --- - - ------------------------------- - -- - ------ - ----------------------------- ------------ . . ..... . ... Urban street witti 30 to 40 rnphposted speed 250- 350 7 -- ------------------------- ---------------------------------------- - ---- -------------- ----- --------------------------------------------- ............................. ............... - -- - -- - ----------------- 'All Other Roadways with 45 mph or less pasted speed 350-500 LAII Other Roatlways wlthgreater-tha;:n 45 nmph posteed speed 500-800 .......... ....................... Limited Acc�,esss highways 1300-1500 Urban stmets wO �matar ftn 40 mph pos*d speed limits fall into this c4tagary, Note�, For utari conditwsiftls ganoraAy bafterta pJaCa all advanood warrong signs whhiV a one blopox ,area Versus tPrOad-inQ)Out the sos over aeveral MOM, hOWOVKPAOtorist must have time to recogniz-a and reo-0 L,* each warn "A-gi see � ect n 1, KEY WEST WATER MAIN REPLACEMENTS (PROJECT NO. 2010-06) TEMPORARY TRAFFIC CONTROL NOTES AND DETAILS ni OF t, CHARLES FRANK VOTAVA c. N . 034916 07 )q 10NAL SEPTEMBER 2014 TAX MAP SHEET 06281, 1 27 062B2 & 06283 OF 28 Iln't14FMY:Ft� Hr'! KEY WEST WATER MAIN REPLACEMENTS (PROJECT NO. 2010-06) TEMPORARY TRAFFIC CONTROL NOTES AND DETAILS ni OF t, CHARLES FRANK VOTAVA c. N . 034916 07 )q 10NAL SEPTEMBER 2014 TAX MAP SHEET 06281, 1 27 062B2 & 06283 OF 28 See Note\ 3 (TYp•) f See Note 1- NOTES: See Note 1--' . Closed Valve LIMITS OF WATER MAIN ABANDONMENT NOT TO SCALE Ex. 6" A.C.P. W/M (To Be Abandoned) 1. Contractor shall coordinate shutdown of existing mains, as required, with ACSA staff, 2. Remove Ex. Hydrant, Close Ex. 6" Valve and Remove Ex. Valve Box. 4. Flowable fill will be required as part of abandoning the existing water mains, and as part of existing water main abandonment efforts. Work items may include, and shall conform to the requirements outlined in the VDOT Road and Bridge not be limited to: 3. Contractor shall locate all existing water service lines, meter boxes and private Specifications, Special Provision for Flowable Backfill, current edition. Provide pressure— reducing valves (where present) that will be impacted by construction and abandonment plan to show locations for injection and monitoring points, ensuring the a. Close and Plug Ex. Valve or Close Ex. Corp. Stop. abandonment of the existing water mains. Upon completion of new water service sections of pipe to be filled with flowable fill are not excessive in length. Flowable b. Plug Ex. Tee or Remove Ex. Valve and Cap Ex. W /M. installations and re— connection of existing services, all existing water service lines, fill quantities shall be provided to the Inspector, and will compared to estimated c. Remove Ex. W/M between Ex. Tee and Ex. Valve, if present. meters, setters and meter boxes shall be abandoned and /or removed in accordance flowable fill volumes. Additional fill points may be necessary to verify that all d. Remove Ex. Valve Box. with the details and project Specifications, unless otherwise noted. abandoned water mains have been completely filled with flowable fill. .. DESIGNED: WOW Service Auth6rity DRAWN: N E L CHECKED: CVF N0. DATE Michael Baker Jr., Inc. KEY WEST WATER MAIN REPLACEMENTS (PROJECT N0. 2010 -06) A Unit of Michael Baker Corporation 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 Phone: 757 - 463 -8770 WATER MAIN ABANDONMENT PLAN Fax: 757- 463 -0503 ��,TH OF �� K o �.� � CHARLES FRANK VOTAVA 9 � LIC. N 034916 W 0��,09 \ IO/NAL SEPTEMBER 2014 TAX MAP SHEET 062131, 28 06282 & 06283 OF 28