CITY OF CASSELBERRY PUBLIC WORKS ENGINEERING DIVISION. Dommerich Hills Pipe Busting. Legend

Transcription

1 ENGINEERING DIVISION S.R. 434 I INDEX OF SHEETS SHEET DESCRIPTION 1 KEY SHEET 2-3 GENERAL NOTES 4 PROJECT LAYOUT 5-13 PLAN DETAILS Dommerich Hills Pipe Busting UTILITY SHOP DRAWINGS TO BE SUBMITTED TO: EDWARD ALAN AMBLER, PE. ENGINEERING DIVISION CASSELBERRY, FL U.S. HWY. 17/92 S.R. 436 SEMINOLA BLVD. CITY OFFICIALS: MAYOR / CITY COMMISSIONER: CHARLENE GLANCY VICE MAYOR / CITY COMMISSIONER: SANDRA SOLOMON CITY COMMISSIONER: COLLEEN S. HUFFORD CITY COMMISSIONER: ANDREW MEADOWS CITY COMMISSIONER: ANTHONY ARAMENDIA CITY MANAGER: JAMES R. NEWLON DIRECTOR OF : MARK D. GISCLAR, A.P.A. RED BUG LAKE RD. NOTE: THE SCALE ON THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. GOVERNING STANDARDS AND SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS DATED 2013, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION DATED 2010, AS AMENDED BY CONTRACT DOCUMENTS. 'S UTILITIES STANDARDS & SPECIFICATIONS MANUAL DATED JANUARY APPLICABLE DESIGN STANDARDS MODIFICATIONS: Legend Proj_No Projects Location Lake City Limit Sources: Esri, HERE, DeLorme, USGS, Intermap, increment P Corp., NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, MapmyIndia, OpenStreetMap contributors, and the GIS User Community

2 GENERAL NOTES P:\...\Alan\2013\pipe bursting\ \02-gnnrd.mxd GENERAL NOTES 1. All construction shall be in accordance with and conform to the most stringent requirements of the project's specifications and special provisions, the latest edition of the F.D.O.T. Standard Specifications for Road and Bridge Construction and supplements thereto and City of Casselberry. 2. The CONTRACTOR shall have all necessary permits in-hand prior to beginning construction. 3. The CONTRACTOR shall perform his work in accordance with requirements of the various permits included in the bid specifications. Environmental controls shall be used at locations designated in the plans and designated by the CITY. 4. Public land corners or COUNTY and CITY monuments within the limits of construction are to be protected. If a corner monument is in danger of being destroyed or disturbed and has not been properly referenced, the CONTRACTOR shall notify the Seminole County Surveyor without delay, by telephone. Contact the Seminole County Engineering Division, 520 West Lake Mary Boulevard, Suite 200, Sanford, Florida Telephone (407) All survey corners indicated on the plans shall be referenced and certified by a registered professional land surveyor prior to commencement of construction. All corners destroyed or obliterated by construction shall be reset and so certified by the land surveyor prior to the completion of the project. Certified sketches shall be submitted to: City of Casselberry Public Works Dept. Seminole County Engineering Division Engineering Division Survey Section & Att. Kelly Brock, PE. 100 E. 1st St. 95 Triplet Lake Dr. Sanford, Florida Casselberry, Florida (407) (407) X The CONTRACTOR shall be entirely responsible and liable for all damage or injury as a result of his operations to all adjacent public and private properties, landscaping trees, fences,utilities, structures of any kind and appurtenances thereto met with during the progress of the work. The Irrigation system, in the zones adjacent to the project may need to be modified by the contractor. Any restoration work shall be coordinated with the property owners. Cost to be incidental to other construction and no extra compensation will be allowed. 7. All private and public property affected by the construction work shall be restored to a condition equal or better to the existing pre-construction condition, unless otherwise noted. Cost to be incidental to other construction and no extra compensation will be allowed. 8. All grassed areas disturbed as a result of construction shall be sodded. 9. Existing drainage structures within the limits of construction shall remain unless otherwise noted. 10. The location of utilities shown in the plans are approximate only. The exact location shall be determined by the CONTRACTOR during construction. Prior to construction, all existing utilities, public or private, shall be located in the area of construction. Said utilities shall be notified prior to commencement of work. Utilities are to be adjusted by others as coordinated by the CONTRACTOR. 11. The CONTRACTOR shall use the services of "Sunshine One Call" utility locator a minimun of 48 hours prior to commencement of work. 12. The CONTRACTOR shall notify all gas utility companies a minimum of two working days prior to excavation as required by chapter of the Florida Statutes. 13. The CONTRACTOR shall verify all dimensions, quantities and details shown on the plans, Specifications, Special Provisions and other data received from the ENGINEER and shall notify the ENGINEER of any errors, omissions, conflicts or discrepancies found therein. Failure to discover or correct errors, conflicts or discrepancies shall not relieve the CONTRACTOR of full responsibilty for unsatisfactory work, faulty construction, improper operation resulting therefrom, nor from rectifying such conditions at his own expense. Contractor shall not take advantage of any errors or omissions. 14. The CONTRACTOR shall comply with the Department of Labor, Safety and Health Regulations for Construction promulgated under the Occupational Safety and Health Act of 1970 (PL ) and under Section 10 of the Contract Work Hours and Safety Standards Act (PL 91-54). 15. No burning shall be done without approval by the City. 16. Temporary drainage shall be provided during construction to eliminate any flooding of private or public property. 17. The CONTRACTOR should anticipate that dewatering will be required and that it shall be the sole responsibilty of the CONTRACTOR to acquire all necessary permits. The CONTRACTOR shall be responsibile for all fees associated with the dewatering. The cost of the dewatering shall be included in the cost of the pipe, french drain or structure as required. 18. During construction, traffic shall be maintained in accordance with the "Manual on Traffic Controls and Safe Practices for Street and Highway Construction Maintenance and Utility Operation" (F.D.O.T.) EROSION & SEDIMENT CONTROL 1. The erosion control measures per F.D.O.T. indexes 102 and 103 are the minimum required. Additional erosion control measures may be required due to field conditions as determined by the project engineer and the regulatory agencies. 2. The CONTRACTOR shall submit an "Erosion Control Plan" at least 14 days prior to the start of construction. 3. The CONTRACTOR shall protect culverts from sediment due to construction in accordance with F.D.O.T. index 102. All sediment due to construction shall be removed from open areas, drainage structures, pipes, ditches, driveways, roadways, gutters and sidewalks at adequate intervals as determined by the INSPECTOR. 4. All pipes and inlets affected by the project are to be protected from sediment during construction; contractor to install turbidity barriers at affected outfalls to protect lake. CLEARING, EARTHWORK 1. The disposal of excess earthwork materials shall be the responsibilty of the CONTRACTOR. 2. Earthwork includes all excavation, sheeting, shoring, bracing, fill, compacting and grading necessary to construct the erosion control materials. 3. Embankment is fill in place with no shrinkage factor applied. 4. All fill and exposed subgrade surfaces should be compacted to at least 100% of the maximum density as determined by AASHTO T99, Method C as required by Section of the Standard Specifications. Borrow required from offsite sources shall be well-graded, clean, granular natural soil free of topsoil, organic material, wood, rubbish, debris or other deleterious materials. Proposed borrow shall be subject to review and approval of the CITY prior to hauling materials to the site. Proposed borrow materials should comply with the requirements of Section 120-6, be non-plastic and well graded with the following limits: U.S. Standard Sieve Size % Finer by Dry Weight 3" 100 1" # # # Trees and significant vegetation occuring within the construction limits are to be protected during construction unless otherwise shown on plans or directed by the CITY. Clearing shall be performed in areas to be excavated or areas in which fill or structures are to be placed. D O M M E R IC H H IL L S P IP E B U R S T IN G P R O J E C T J U L Y, E D W A R D A. A M B L E R L IC E N S E N O C IT Y O F C A S S E L B E R R Y P U B L IC W O R K S U T IL IT IE S D IV IS IO N 9 5 T R IP L E T L A K E D R. C A S S E L B E R R Y, F L A C T IV IT Y N A M E D A T E D E S IG N E D B Y E A A D R A W N B Y E A A C H E C K E D B Y T R L A P P R O V E D B Y E A A R E V IS IO N S D A T E B Y D E S C R IP T IO N S H E E T 2

3 P:\...\Alan\2013\pipe bursting\ \02-gnnrd.mxd SITE SPECIFIC NOTES 1. The contractor is responsible for restoration of all existing above ground hardscaping features that are disturbed as part of the project. The above ground hardscaping features are to be replaced in kind or better. Approval of the above ground hardscaping feature replacement is to be coordinated with the owner. A list of identified decorative residential driveways is below: 1135 Thunder Trail Paver Driveway 2236 Tuscarora Trail Paver Driveway 1127 Thunder Trail Paver Driveway 2300 Tuscarora Trail Paver Driveway 1007 Thunder Trail Paver Driveway 2400 Tuscarora Trail water service under pavers 909 Thunder Trail Paver Driveway 2406 Tuscarora Trail Paver Driveway, retaining wall 707 Thunder Trail Paver Driveway 2418 Tuscarora Trail Paver Driveway 607 Thunder Trail Paver Driveway 517 Lighting Trail paver driveway 2502 Mohawk Trail Paver Driveway 519 PoncaTrail Paver Driveway 2503 Big Bend Paver Driveway 2519 Big Bend Paver Driveway 2603 Big Bend Decorative Concrete Driveway 2515 Chanute Trail circular Paver Driveway 2607 Chippewa Trail Paver Driveway 2527 Mohawk Trail Paver Driveway 2. The contractor is responsible for restoration of all existing above ground landscaping features that are disturbed as part of the project. The contractor shall exercise due care when performing work in areas surrounding existing above ground landscape features. The contractor shall plan the locations of entrance/exit pits and service connection pits in an effort to minimize above ground disturbance. The above ground landscaping features are to be replaced in kind or better. Approval of the above ground landscaping feature replacement is to be coordinated with the owner. A list of identified existing landscaping features is below: 1007 Thru 1055 Thunder Trail large oak trees in the Right of Way 1007 Thunder Trail wooden retaining wall / Tree Barrier 906 Kewanee Trail / 2423 Mohawk Trail Brick Retaining wall 912 /918 Kewanee Trail wooden retaining wall 1003 Kewanee Trail large oak trees in the Right of Way 2502 Chanute Trail large oak trees in the Right of Way 2609 Big Bend Trail larger diameter trees in the Right of Way 2607 Saginaw Trail large oak trees in the Right of Way 2509 Saginaw Trail large oak trees in the Right of Way 2507 Chanute Trail large oak trees in the Right of Way 2573 Chanute Trail Tree Barrier / Retaining Wall 2523 Chippewa Trail large oak trees in the Right of Way 2519 Chippewa Trail large oak trees in the Right of Way 2507 Chippewa Trail large oak trees in the Right of Way 2509 Mohawk Trial large oak tress in the Right of Way 2515 Mohawk Trial large oak tress in the Right of Way 2519 Chinook Trail large oak trees in the Right of Way 2507 Chinook Trail large diameter palm trees in the Right of Way 2338 Tuscarora Trail large trees in the Right of Way 2400 Tuscarora Trail large trees in the Right of Way 2418 Tuscarora Trail extensive landscaping in the Right of Way 3. The contractor shall protect existing utilities while performing work. Damage to existing utilities shall be coordinated with the existing utility owner for repair as soon as possible. Existing storm sewer within the project area is owned and maintained by the City of Maitland. The contractor shall plan the locations of entrance/exit pits and service connection pits in an effort to minimize disturbance to existing utilities. A list of identified existing storm sewer is below: 909 / 911 Thunder Trail Storm Inlet and Trench Drain crossing 2525/2605 Tuscarora Trail Storm Inlet and Trench Drain crossing at the intersection of Thunder Trail an Tuscarora Trail 2406 Tuscarora Trail existing 8" water main runs along side existing septic drain field 2419 Tuscarora Trail Storm Inlet and Trench Drain crossing at the intersection of Kewanee Trail and Tuscarora Trail GENERAL NOTES 4. The contractor is responsible to perform exploratory work on the existing pipeline to identify any problem areas that may slow or halt the progression of work to be performed for this project. The contactor shall determine the locations of repairs to the existing water main to the greatest extent practical prior to preparing the pipe bursting plan to be submitted to and approved by the owner. A list of identified known repairs to the existing water main is below: Kewannee Trail & Chinnok Trail 2 water main break repaired with repair clamp 821 Ponca Trail Hurricane caused 6 water main break repaired with repair clamp 2155 Mohawk Trail contractor caused 6 water main break repaired with repair clamp 909 / 911 Thunder Trail water main repair just north of the existing inline 8" gate valve 2045 Mohawk Trail at the corner of Tomahawk and Mohawk repaired 6 water main crack with repair clamp Temple Trail has three repair clamps next to each other on the 6 water main Tomahawk Trail 3 water main shear crack repaired with repair clamp Tuscarora Trail between Chickapee Trail and Ponca Trail has two repair clamps on a 6 water main Nicoma Trail 6 water main break repaired with repair clamp Chickapee Trail shear crack on 6 water main repaired with repair clamp Tuscarora & Chickapee Trail shear crack on 6 water main repaired with repair clamp 828 Tuscarora Trail 4 water main break repaired with repair clamp Thunder Trail roots broke pipe so a 2 PVC line was run through the old line to loop system *Repair locations shown on drawings are approximate. 5. The contractor is responsible to perform exploratory work on the existing pipeline to identify the locations of existing water service lines. The contractor shall install new service lines for each service connection from the point of connection to the new water main to the location of the existing water service meter. The contractor shall exercise due care when performing work in areas surrounding existing above ground landscape features. The contractor shall plan the locations of new water service connections in an effort to minimize above ground disturbance. The above ground landscaping features are to be replaced in kind or better. Approval of the above ground landscaping feature replacement is to be coordinated with the owner. A list of identified notes to be addressed during installation of the new water service connections is below: The single water service for 2605 Tuscarora Trail shall be connected as a short side service to the 8" water main along Thunder Trail The contractor is to install the proposed 1" and 2" water services for Native Court via Horizontal Directional Drill Reconstruct the water service for 2518 Saginaw Trail or Chippewa Trail in order to remove the double service out from the concrete driveway The water service connection for 2413 Tuscarora Trail will be under paver driveway and landscaping. The existing service connection should be relocated to the lot line for 2418 and 2412 Tuscarora Trail 6. The contractor is responsible to coordinate with residents and customers to minimize interuptions to private property. The contractor shall not block access to driveways, intersections and roadways for an extended period of time. Contractor is to coordinate with owner and right-of-way controller for approval of any pipe bursting plan that requires maintenance of traffic requirements that require significant detours or road closures. D O M M E R IC H H IL L S P IP E B U R S T IN G P R O J E C T J U L Y, E D W A R D A. A M B L E R L IC E N S E N O C IT Y O F C A S S E L B E R R Y P U B L IC W O R K S U T IL IT IE S D IV IS IO N 9 5 T R IP L E T L A K E D R. C A S S E L B E R R Y, F L A C T IV IT Y N A M E D A T E D E S IG N E D B Y E A A D R A W N B Y E A A C H E C K E D B Y T R L A P P R O V E D B Y E A A R E V IS IO N S D A T E B Y D E S C R IP T IO N S H E E T 3

4 I D O M M E R IC H H IL L S P IP E B U R S T IN G P R O J E C T J U L Y, E D W A R D A. A M B L E R L IC E N S E N O C IT Y O F C A S S E L B E R R Y P U B L IC W O R K S U T IL IT IE S D IV IS IO N 9 5 T R IP L E T L A K E D R. C A S S E L B E R R Y, F L !. P:\...\Alan\2013\pipe bursting\ \03-prjlay.mxd Sources: Esri, HERE, DeLorme, USGS, Intermap, increment P Corp., NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, MapmyIndia, OpenStreetMap contributors, and the GIS User Community A C T IV IT Y N A M E D A T E D E S IG N E D B Y E A A D R A W N B Y E A A C H E C K E D B Y T R L A P P R O V E D B Y E A A R E V IS IO N S D A T E B Y D E S C R IP T IO N S H E E T 4

5 Legend Utility Repair Water Line I THIS SEGMENT SHOWN ON SHEET 11 THIS SEGMENT SHOWN ON SHEET 11 PIPE BURST 545 LF OF 6" AC WITH 6" HDPE SEGMENT A27 THIS SEGMENT SHOWN ON SHEET 11 BEGIN SEGMENT A27 BEGIN SEGMENT 1 INSTALL 6" x 6" TEE BEGIN SEGMENT 2 BEGIN SEGMENT 3 INSTALL 6" x 6" TEE P:\...\Alan\2013\pipe bursting\ \04-plan.mxd PIPE BURST 218 LF OF 6" AC WITH 6" HDPE SEGMENT 1 PIPE BURST 251 LF OF 6" AC WITH 6" HDPE SEGMENT 2 PIPE BURST 356 LF OF 6" AC WITH 6" HDPE SEGMENT 3 POSSIBLE STAGING AREA SHEET 5

6 I PIPE BURST 200 LF 4" AC WITH 6" HDPE SEGMENT A29 BEGIN SEGMENT A30 DIRECTIONAL DRILL 182 LF OF 6" HDPE SEGMENT A31 PIPE BURST 225 LF SEGMENT 9 PIPE BURST 356 LF 4" AC WITH 6" HDPE SEGMENT A28 INSTALL 6" X 6" TEE BEGIN SEGMENT 4 BEGIN SEGMENT A29 BEGIN SEGMENT A28 BEGIN SEGMENT 5 INSTALL 6" X 6" TEE INSTALL 6" X 4" TEE AND 4" GATE VALVE REPLACE EXISTING PIPE BURST 590 LF 2" GALV WITH 6" HDPE SEGMENT A30 PIPE BURST 402 LF SEGMENT 7 PIPE BURST 298 LF SEGMENT 5 BEGIN SEGMENT A31 INSTALL 6" X 6" TEE BEGIN SEGMENT 9 P:\...\Alan\2013\pipe bursting\ \05-plan.mxd PIPE BURST 174 LF SEGMENT 4 BEGIN SEGMENT 6 PONCA TRAIL PIPE BURST 274 LF 3" AC WITH 4" HDPE SEGMENT 6 PONCA TRAIL BEGIN SEGMENT 8 LIGHTING TRAIL PIPE BURST 265 LF 3" AC WITH 4" HDPE SEGMENT 8 LIGHTING TRAIL INSTALL 4" BLOW OFF BEGIN SEGMENT 7 INSTALL 6" X 4" TEE AND 4" GATE VALVE INSTALL 4" BLOW OFF Legend Utility Repair Water Line SHEET 6

7 Legend Utility Repair Water Line BEGIN SEGMENT 10 BEGIN SEGMENT 19 KEWANNEE TRAIL PIPE BURST 305 LF OF SEGMENT 10 BEGIN SEGMENT 11 INSTALL 6"X12" TEE REPLACE EXIST. PIPE BURST 432 LF OF 8" AC WITH 12" HDPE SEGMENT 19 BEGIN SEGMENT 12 NATIVE COURT BEGIN SEGMENT 20 KEWANNEE TRAIL INSTALL 12"X6" TEE INSTALL 12"X6" TEE PIPE BURST 302 LF OF 8" AC WITH 12" HDPE SEGMENT 20 INSTALL 12"X6" TEE BEGIN SEGMENT 21 INSTALL 12"X6" TEE PIPE BURST 291 LF OF 8" AC WITH 12" HDPE SEGMENT 21 PIPE BURST 308 LF OF SEGMENT 11 INSTALL 6"X2" TEE PIPE BURST 671 LF OF 3" AC WITH 6" HDPE SEGMENT 17 BEGIN SEGMENT 13 REPLACE EXIST. PIPE BURST 165 LF OF 3" AC WITH 2" HDPE SEGMENT 12 NATIVE COURT BEGIN SEGMENT 15 INSTALL 2" BLOW OFF BEGIN SEGMENT 17 BEGIN SEGMENT 18 PIPE BURST 674 LF OF 3" AC WITH 6" HDPE SEGMENT 18 PIPE BURST 298 LF OF 4" AC WITH 6" HDPE SEGMENT 22 P:\...\Alan\2013\pipe bursting\ \06-plan.mxd PIPE BURST 298 LF OF SEGMENT13 PIPE MATERIAL CHANGES AT THIS POINT FROM AC TO PVC BEGIN SEGMENT 14 PIPE BURST 221 LF OF 6" PVC WITH 6" HDPE SEGMENT14 CONNECT TO EXISTING 8" AC PIPE AND INSTALL 6" GATE VALVE PIPE BURST 758 LF OF 4" AC WITH 6" HDPE SEGMENT 15 BEGIN SEGMENT 16 PIPE BURST 299 LF OF 4" AC WITH 6" HDPE SEGMENT 16 BEGIN SEGMENT 22 I SHEET 7

8 INSTALL 12"X6" TEE REPLACE EXIST. PIPE BURST 300 LF OF 8" AC WITH 12" HDPE SEGMENT 29 KEWANNEE TRL INSTALL 12" GATE VALVE INSTALL 12"X6" TEE PIPE BURST 302 LF OF 8" AC WITH 12" HDPE SEGMENT 30 BEGIN SEGMENT 31 KEWANNEE TRAIL INSTALL 12"X6" TEE PIPE BURST 302 LF OF 8" AC WITH 12" HDPE SEGMENT 31 Existing 10" PVC FM Existing 10" DIP FM I Legend BEGIN SEGMENT 29 KEWANNEE TRAIL BEGIN SEGMENT 30 KEWANNEE TRAIL PIPE BURST 681 LF OF 3" AC WITH 6" HDPE SEGMENT 26 PIPE BURST 675 LF OF 3" AC WITH 6" HDPE SEGMENT 28 Existing 10" PVC FM THIS SEGMENT SHOWN ON SHEET 9 Utility Repair PIPE BURST 677 LF OF 3" AC WITH 6" HDPE SEGMENT 24 CHIPPEWA TRL CHANUTE TRL SAGINAW TRL P:\...\Alan\2013\pipe bursting\ \07-plan.mxd BEGIN SEGMENT 23 PIPE BURST 300 LF OF 4" AC WITH 6" HDPE SEGMENT 23 BEGIN SEGMENT 24 BEGIN SEGMENT 25 THUNDER TRL INSTALL 6" GATE VALVE BEGIN SEGMENT 26 BEGIN SEGMENT 28 BEGIN SEGMENT 27 PIPE BURST 300 LF OF 4" AC WITH 6" HDPE SEGMENT 25 PIPE BURST 300 LF OF 4" AC WITH 6" HDPE SEGMENT 27 Existing 10" DIP FM EXISTING PIPE SIZE CHANGES AT THIS POINT FROM 4" TO 10" Existing 10" PVC FM SHEET 8

9 Existing 10" DIP FM INSTALL 12" X 12" TEE AND 12" GATE VALVE AND REPLACE EXIST. CONNECT TO EXISTING 8" AC PIPE AND INSTALL 8" GATE VALVE I Legend PIPE BURST 262 LF OF 10" AC WITH 12" HDPE SEGMENT 34 Utility Repair BEGIN SEGMENT 34 Existing 10" PVC FM PIPE BURST 678 LF OF 10" AC WITH 12" HDPE SEGMENT 33 P:\...\Alan\2013\pipe bursting\ \08-plan.mxd Existing 10" DIP FM INSTALL 12" GATE VALVE BEGIN SEGMENT 33 INSTALL 6" GATE VALVE BEGIN SEGMENT 32 INSTALL 12" X 6" TEE PIPE BURST 289 LF OF 10" AC WITH 12" HDPE SEGMENT 32 CONNECT TO EXISTING 12" PVC PIPE Existing 10" PVC FM EXISTING INTERCONNECT WITH SEMINOLE COUNTY POTENTIAL STAGING AREA SHEET 9

10 CONNECT TO EXISTING 6" AC PIPE AND INSTALL 6" GATE VALVE REPLACE 20 LF OF BY OPEN CUT SEGMENT A1A I Legend BEGIN SEGMENT A1 EXIST. 2" PVC TO REMAIN INSTALL 6" X 2" TEE Utility Repair Water Line PIPE BURST 272 LF OF 6" AC WITH 6" HDPE SEGMENT A1 BEGIN SEGMENT A4 PIPE BURST 752 LF OF 2" GALV WITH 6" HDPE SEGMENT A4 BEGIN SEGMENT A5 P:\...\Alan\2013\pipe bursting\ \04-plan.mxd INSTALL 6" x 6" TEE BEGIN SEGMENT A2 PIPE BURST 295 LF OF 6" AC WITH 6" HDPE SEGMENT A2 BEGIN SEGMENT A6 INSTALL 6" x 6" TEE BEGIN SEGMENT A3 REPLACE EXIST. PIPE BURST 181 LF OF 6" AC WITH 6" HDPE SEGMENT A3 PIPE BURST 752 LF OF 6" AC WITH 6" HDPE SEGMENT A6 BEGIN SEGMENT A7 PIPE BURST 260 LF OF 6" AC WITH 6" HDPE SEGMENT A7 PIPE BURST 533 LF OF 2" GALV WITH 6" HDPE SEGMENT A5 SEGMENT A8 SHOWN ON SHEET 11 SEGMENT SHOWN ON SHEET 11 SHEET 10

11 P:\...\Alan\2013\pipe bursting\ \06-plan.mxd Legend Utility Repair Water Line ABANDON IN PLACE 31 LF OF 2" GALV CONNECT TO EXISTING 6" AC PIPE AND INSTALL 6" GATE VALVE BEGIN SEGMENT A15 DIRECTIONAL DRILL 146 LF OF 6" HDPE SEGMENT A14A ABANDON IN PLACE 197 LF OF 6" AC SEGMENT 1 SHOWN ON SHEET 5 I PIPE BURST 460 LF OF SEGMENT A12 BEGIN SEGMENT A14 PIPE BURST 65 LF OF SEGMENT A14 PIPE BURST 450 LF OF SEGMENT A15 PIPE BURST 275 LF OF SEGMENT A10 BEGIN SEGMENT A12 BEGIN SEGMENT A10 PIPE BURST 594 LF OF 2" GALV WITH 6" HDPE SEGMENT A13 BEGIN SEGMENT A16 REPLACE EXIST. PIPE BURST 550 LF OF SEGMENT A9 BEGIN SEGMENT A13 PIPE BURST 930 LF OF 2" GALV WITH 6" HDPE SEGMENT A11 BEGIN SEGMENT A17 PIPE BURST 300 LF OF SEGMENT A16 BEGIN SEGMENT A11 PIPE BURST 302 LF OF SEGMENT A17 BEGIN SEGMENT A9 BEGIN SEGMENT A8 REPLACE EXIST. PIPE BURST 940 LF OF SEGMENT A8 REPLACE EXIST. SHEET 11

12 I Legend Utility Repair Water Line BEGIN SEGMENT A19 BEGIN SEGMENT A18 INSTALL 6" x 6" TEE PIPE BURST 500 LF OF 3" AC WITH 6" HDPE SEGMENT A19 PIPE BURST 720 LF OF 2" GALV WITH 6" HDPE SEGMENT A18 BEGIN SEGMENT A20 BEGIN SEGMENT A21 P:\...\Alan\2013\pipe bursting\ \04-plan.mxd SEGMENT SHOWN ON SHEET 11 SEGMENT SHOWN ON SHEET 11 PIPE BURST 294 LF OF 6" AC WITH 6" HDPE SEGMENT A20 SEGMENT SHOWN ON SHEET 11 PIPE BURST 373 LF OF 6" AC WITH 6" HDPE SEGMENT A23 PIPE BURST 240 LF OF 6" AC WITH 6" HDPE SEGMENT A22 PIPE BURST 343 LF OF 3" AC WITH 6" HDPE SEGMENT A21 INSTALL 6" x 6" TEE BEGIN SEGMENT A22 BEGIN SEGMENT A23 SEGMENT SHOWN ON SHEET 13 SHEET 12

13 BEGIN SEGMENT A21A I Legend Utility Repair Water Line PIPE BURST 80 LF OF 3" AC WITH 6" HDPE SEGMENT A21A BEGIN SEGMENT A24 INSTALL 6" X 6" TEE PIPE BURST 925 LF OF 6" AC WITH 6" HDPE SEGMENT A24 P:\...\Alan\2013\pipe bursting\ \04-plan.mxd REPLACE EXIST. BEGIN SEGMENT A25 PIPE BURST 305 LF OF 6" AC WITH 6" HDPE SEGMENT A25 BEGIN SEGMENT A26 SEGMENT SHOWN ON SHEET 6 PIPE BURST 913 LF OF 6" AC WITH 6" HDPE SEGMENT A26 SEGMENT SHOWN ON SHEET 7 SEGMENT SHOWN ON SHEET 7 SEGMENT SHOWN ON SHEET 7 SHEET 13

14 PIPE BURSTING PROJECT July, 2015 UTILITY DIVISION SHEET 14

15 PIPE BURSTING PROJECT July, 2015 UTILITY DIVISION SHEET 15

16 PIPE BURSTING PROJECT July, 2015 UTILITY DIVISION SHEET 16

17 PIPE BURSTING PROJECT July, 2015 UTILITY DIVISION SHEET 17