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HomeMy WebLinkAboutDDW-2024-014456WATER STANDARD PLANS 2021 PREFACE These standard plans incorporate current Water regulations and City water system operation, maintenance, and asset management considerations. The plan numbering structure of this document follows the same basic structure as the APWA Standard Plans, however, there are some differences. Following is an explanation of the structure of this document: 1. Part 5 – Water Systems. Standard Plan divisions for Water system related details are: a. Notes, Abbreviations, and Symbols b. Fire Hydrants c. Water Meters d. Corrosion Protection Systems e. Piping f. Thrust Blocks g. Valves h. Trenching i. General 2. Numbering – A plan number having a suffix of “S” identifies that the plan contains index, legend, detail specific notes, and acceptable manufacturer and parts numbers related to the standard plan. This document is intended to be altered periodically to ensure that the most current Park City Standards are available for public use. This document will be revised and published on the City’s web site annually, during the first week of January. THE FOLLOWING IS A SUMMARY OF CHANGES MADE TO DRAWINGS 2019 Clarifications were made to ensure adequate separation requirements between water lines and other utilities. Clarifications regarding pressure testing and disinfection requirements were also added. 2021 500.2 – updated shut down notification requirements. Clarification on potholing requirements as well as when valves are to be accessible after paving. 511 - Clarification on clearance requirements around all sides of hydrant 511S- Update to new V-Bio poly wrap from High Density Cross Laminated 520.1 – Clarification on clearance requirements around meter vaults 520.2 – Added tracer wire requirement from water main to meter, no irrigation connections within vaults, and wax tape on all buried fittings 521 – Clarification on service side to home, update to 18-24” height from lid 521S to 528S – Updated Ford model numbers, added supplied meter for reference, wax tape note on all buried fittings. 529S – updated PTP model number 531 – Clarification on contractor responsibilities 534.1 – included all buried fittings including corps, saddles, repair clamps 534.2 – clarification that wax tape is always required unless soil testing supplied. Included wax tape instructions 540A – Add “ductile iron pipe” to detail title 540B – update separation requirements as well as minimum length requirements 541 – remove “type K copper” reference 541S – update ford saddle number, as well as change to IP threads from CC 542 - Change detail to require interior meter instead of exterior. 545 – Clarification of how tracer wire is ran 573A – Added clearance requirements from hatch 573C.1 – Updated to accommodate Mag Meters 573C.2 – Updated to accommodate Mag Meters 573C.3 – removed x144 insertion meters on PRV’s 573C.4 – added mag meters 573D.1 – added smart gateway requirement on vaults without power, clarification of vent material to be bare steel 573E.3 – updated to Burko heater from Dayton 574S – Updated Ford model numbers 576 – clarification that enclosure is bare steel 577 – update to 4” concrete pad only required on commercial backflows *All drawings with 2019 and 2021 updates are shown with updated date in title block. TABLE OF CONTENTS PART 5 – WATER SYSTEMS Notes, Abbreviations, and Symbols 500.1 General Water Notes 500.2 General Water Notes Fire Hydrants 511 Fire Hydrant 511 S Fire Hydrant Water Meters 520.1 General Requirements -Water Meter, Meter Vault, and Service Line 520.2 General Requirements -Water Meter, Meter Vault, and Service Line 521 3/4” and 1” Single Meter – Outside Setting 521 S 3/4” and 1” Single Meter – Outside Setting 522 3/4” and 1” Dual Meters – Outside Setting 522 S 3/4” and 1” Dual Meters – Outside Setting 523 3/4” and 1” Meter – Inside Setting 523 S.1 3/4” and 1” Meter – Inside Setting 523 S.2 3/4” and 1” Meter – Inside Setting 524 1 ½” and 2” Single Meter – Outside Setting 524 S 1 ½” and 2” Single Meter – Outside Setting 525 1 ½” Dual Meters – Outside Setting 525 S 1 ½” Dual Meters – Outside Setting 526 1 ½” and 2” Meter – Inside Setting 526 S.1 1 ½” and 2” Meter – Inside Setting 526 S.2 1 ½” and 2” Meter – Inside Setting 527 3” and Larger Meter – Outside Setting 527 S 3” and Larger Meter – Outside Setting 528 3” and Larger Meter – Inside Setting 528 S.1 3” and Larger Meter – Inside Setting 528 S.2 3” and Larger Meter – Inside Setting 529 Meter Vault Frame and Cover / MXU Device Location 529 S Meter Vault Frame and Cover / MXU Device Location 530 Remote MXU Device 531 Temporary Hydrant Meter Assembly Corrosion Protection Systems 534.1 Metallic Pipe Corrosion Protection 534.2 Metallic Pipe Corrosion Protection 535-A Type A Test Station 535-B Type I Test Station 535-C Type F Test Station 535-D Type T Test Station 536-A Horizontal Galvanic Anode Installation w/o Test Station 536-B Horizontal Galvanic Anode Installation 537-A Steel and Ductile Iron Pipe Wire Connection 537-B Ductile Iron Pipe Joint Bond 537-C Flexible Joint Bond 537-D Flanged and Mechanical Joint Bond 537-E Galvanic Anode Wire Splice 537-F Insulating Flange 537-G.1 Metallic Pipe Appurtenance and Fitting Cathodic Protection 537-G.2 Metallic Pipe Appurtenance and Fitting Cathodic Protection 537-G.3 Metallic Pipe Appurtenance and Fitting Cathodic Protection 537-G.4 Metallic Pipe Appurtenance and Fitting Cathodic Protection 538-A Post-Style Test Station- Wood 538-B Post-Style Test Station-Plastic 538-C Flush-Style Test Station-Box 538-D Flush-Style Test Station-Terminal Board Piping 540-A Water Main and Fire Line – 3” to 12” Diameter 540-B Water Main – PVC Pipe – 8” to 12” Diameter 540 S Water Main and Fire Lines 541 Water Service Line – 3/4” to 2” Meters 541 S Water Service Line – 3/4” to 2” Meters 542 Fire Service Line – 3” Diameter and Larger 543 Water Service Line Loop 544-A Water Main Loop 544-B Water Main Loop 544-C Water Main Loop 545-A Tracer Wire – Valve Box Termination 545-B Tracer Wire – Access Box Termination 546 Pipe Insulation at Storm Drain Crossings 547-A Water-Sanitary Sewer Separation 547-B Water-Sanitary Sewer Separation Notes Thrust Blocks 561 Direct Bearing Thrust Block 562-A Tie-down Thrust Restraints 562-B Tie-down Thrust Restraints Valves 570 Buried Valve and Valve Box 570 S Buried Valve and Valve Box 571 Valve Box Collar 573-A Pressure Reducing Valve Vault 573-B.1 Pressure Reducing Valve Vault 573-B.2 Pressure Reducing Valve Vault 573-C.1 Pressure Reducing Valve Vault 573-C.2 Pressure Reducing Valve Vault 573-C.3 Pressure Reducing Valve Vault 573-C.4 Pressure Reducing Valve Vault 573-D.1 Pressure Reducing Valve Vault 573-D.2 Pressure Reducing Valve Vault 573-D.3 Pressure Reducing Valve Vault 573-D.4 Pressure Reducing Valve Vault 573-E.1 Pressure Reducing Valve Vault 573-E.2 Pressure Reducing Valve Vault 573-E.3 Pressure Reducing Valve Vault 573-E.4 Pressure Reducing Valve Vault 573-E.5 Pressure Reducing Valve Vault 574 Air Release / CAV Valve Manhole 574 S Air Release / CAV Valve Manhole 575-A Air Release / CAV Valve Manhole – Heat Trace 575-B Air Release / CAV Valve Manhole – Heat Trace Electrical 576 Air Vent Stand Pipe 577 Irrigation Backflow Preventer – Outside Setting 578 Pipe Support Trenching 580 Water Trench Bedding and Backfill 581 Water Trench Cut-off Wall General 592 Meter Vault and Water Manhole Grading – Landscape Areas 593 Meter Vault and Water Manhole Collar – Pavement Areas 594.1 Water Service Line Flow Chart 594.2 Water Service Line Flow Chart 595 NFPA 13D Residential Fire Sprinkler Services 595 S NFPA 13D Residential Fire Sprinkler Services 596 Water Line Reference Marker 597 Water Line Casing 597 S Water Line Casing Water System Field Observation Guidelines 2014 PARK CITY MUNICIPAL CORPORATION WATER DATE GENERAL WATER NOTES STD. PLAN 10/20 500.1 REV. GENERAL WATER NOTES 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED INTO THESE CONTRACT DOCUMENTS BY REFERENCE: a. PARK CITY DESIGN STANDARDS, CONSTRUCTION SPECIFICATIONS, AND STANDARD DETAILS b. AMERICAN WATER WORKS ASSOCIATION STANDARDS (AWWA) c. UTAH DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF DRINKING WATER (DDW), R309-550 FACILITY DESIGN AND OPERATION: TRANSMISSION AND DISTRIBUTION PIPELINES d. INTERNATIONAL PLUMBING CODE 2. ALL PIPE, JOINTS, FITTINGS, VALVES, AND FIRE HYDRANTS SHALL CONFORM TO ANSI/NSF STANDARD 61 AND APPLICABLE SECTIONS OF AWWA STANDARDS C104-08 THROUGH C550-05 AND C900-07 THROUGH C950-07. ALL BRASS AND BRONZE PIPE, FITTINGS, AND VALVES SHALL MEET LOW LEAD COMPLIANCE REQUIREMENTS IN ACCORDANCE WITH ANSI/ASTM 371. 3. ALL PRODUCTS AND MATERIALS SHALL BE “MADE IN THE USA”, UNLESS SPECIFICALLY APPROVED BY THE PARK CITY WATER DIRECTOR. STEEL AND IRON MATERIAL PRODUCTS SUCH AS PIPE, FITTINGS, VALVES, MANHOLE, METER VAULT, AND VALVE BOX CASTINGS SHALL BE “MELTED & MANUFACTURED IN THE USA”. PARK CITY WATER ACKNOWLEDGES THAT CERTAIN SPECIALIZED WATER SYSTEM PRODUCTS INCLUDED IN THE ACCEPTABLE PRODUCTS LIST, SUCH AS HIGHER PRESSURE-RATED VALVES, MAY NOT MEET THE MADE IN USA REQUIREMENT AND ARE IN THE “QUALIFIED” MADE IN USA CATEGORY. THESE PRODUCTS HAVE BEEN PREVIOUSLY REVIEWED AND APPROVED. 4. UTAH DIVISION OF DRINKING WATER (DDW) APPROVALS: a. FOR PROJECTS WITH TRANSMISSION AND/OR DISTRIBUTION LINES OVER 16 INCHES IN DIAMETER AND/OR INCLUDING A WATER BOOSTER STATION OR PRESSURE REDUCING STATION, DDW APPROVALS OUTLINED IN R309-500 MUST BE OBTAINED IN CONJUNCTION WITH SUBMITTAL OF A WATER MASTER PLAN TO THE CITY. FOLLOWING DESIGN REVIEW BY THE CITY AND INCORPORATION OF CITY COMMENTS, THE DESIGN ENGINEER SHALL SUBMIT WATER CONSTRUCTION PLANS TO THE DDW TO OBTAIN APPROVALS. NO WATER CONSTRUCTION SHALL COMMENCE UNTIL ALL REQUIRED DDW APPROVALS HAVE BEEN OBTAINED. b. FOR PROJECTS WITH TRANSMISSION AND/OR DISTRIBUTION LINES OVER 16 INCHES IN DIAMETER AND/OR INCLUDING A WATER BOOSTER STATION OR PRESSURE REDUCING STATION A DDW FINAL OPERATING PERMIT IS REQUIRED PRIOR TO THE CITY OPERATING AND ACCEPTING THE WATER IMPROVEMENTS. FOLLOWING THE CITY’S WATER SYSTEM WALK-THROUGH AND THE CONTRACTOR’S SUBSEQUENT COMPLETION OF PUNCH-LIST ITEMS, THE CITY’S WATER DEPARTMENT WILL SUBMIT AN OPERATING PERMIT REQUEST TO THE DDW. THE FOLLOWING ITEMS ARE REQUIRED FROM THE DEVELOPER FOR THE CITY’S SUBMITTAL: i. FINAL RECORD DRAWINGS AND O&M MANUALS ii. HYDROSTATIC TESTING AND FLUSHING RECORDS (COMPLETED BY THE CITY’S INSPECTOR) iii. ACCEPTABLE BACTERIOLOGICAL TESTING RESULTS iv. CERTIFICATION BY THE (DEVELOPER’S) ENGINEER OF RECORD 5. THE CITY UTILIZES AN ADVANCED METERING INFRASTRUCTURE (AMI) SYSTEM. THE DEVELOPER MAY BE REQUIRED TO CONDUCT A PROPOGATION STUDY AND INSTALL RESULTING RECOMMENDED IMPROVEMENTS TO FACILITATE A CLEAR SIGNAL TO THE PROJECT. REFER TO STANDARD PLAN 520 FOR SPECIFIC METER TRANSMITTER UNIT (MXU) REQUIREMENTS. 6. REFER TO APPLICABLE STANDARD PLANS FOR WATER SYSTEM DETAILS AND REQUIREMENTS 7. EXTERNAL CORROSION PROTECTION SHALL BE INCLUDED ON ALL WATER SYSTEM IMPROVEMENTS, REFERENCE STANDARD PLAN 534 FOR REQUIREMENTS. A SOILS ANALYSIS MAY BE REQUIRED IN CONJUNCTION WITH THE DESIGN OF THE WATER SYSTEM TO DETERMINE THE EXTENT OF CORROSION PROTECTION REQUIRED. 8. REFER TO STANDARD PLAN 520 FOR GENERAL REQUIREMENTS FOR WATER METERS, METER VAULTS, AND WATER SERVICE LINES 9. CITY INSPECTION OF WATER SYSTEM IMPROVEMENTS WILL FOLLOW THE “PUBLIC WATER SYSTEM FIELD OBSERVATION GUIDELINES” AND ESTABLISHED CITY POLICIES. CONTRACTOR SHALL PROVIDE NECESSARY ASSISTANCE TO MEET THE GUIDELINE REQUIREMENTS. 10. NOTIFY CITY ENGINEER’S OFFICE AT LEAST 48 HOURS BEFORE PERFORMING ANY WATER RELATED WORK. ARRANGE A PRECONSTRUCTION CONFERENCE SPECIFIC TO WATER CONSTRUCTION WITH THE CITY ENGINEER AND WATER DEPARTMENT AT LEAST 48 HOURS BEFORE START OF WORK. FOR PROJECTS INVOLVING ONLY SERVICE LINE AND/OR METER VAULT INSTALLATION, AN ON-SITE MEETING WITH THE CITY ENGINEER 48 HOURS PRIOR TO CONSTRUCTION IS ACCEPTABLE. 11. FOR TEMPORARY USE OF EXISTING WATER SYSTEM AND FIRE HYDRANTS TO OBTAIN CONSTRUCTION WATER, REFER TO STANDARD PLAN 531. PARK CITY MUNICIPAL CORPORATION WATER DATE GENERAL WATER NOTES STD. PLAN 10/20 500.2 REV. 12. ALL CONSTRUCTION OF WATER SYSTEM SHALL BE CLEARLY STAKING BY THE DEVELOPER’S OR CONTRACTOR’S SURVEYOR. STAKING SHALL INCLUDE ALL BENDS, VALVES, HYDRANTS, SERVICES, METER VAULTS, AND SPECIALS. A MINIMUM OF 50-FOOT STATIONING IS REQUIRED FOR PIPELINE. 13. CHANGES TO THE APPROVED WATER PLANS, INCLUDING PIPE ALIGNMENT, SIZE, AND DEPTH AS WELL AS FITTINGS, VALVES, SERVICES, AND METER VAULT LOCATIONS SHALL BE AUTHORIZED BY THE CITY ENGINEER PRIOR TO INSTALLATION. 14. WATER SERVICE INTERRUPTION. THE FOLLOWING SHALL BE MET WITH RESPECT TO THE INTERRUPTION OF SERVICE TO CUSTOMERS INCLUDING THE SHUTDOWN OF THE EXISTING WATER SYSTEM: a. CONTRACTOR SHALL NOT OPERATE EXISTING WATER VALVES b. SCHEDULE SERVICE WORK REQUIRING WATER SERVICE INTERRUPTIONS OR SHUTDOWN OF THE EXSTING WATER SYSTEM A MINIMUM OF 96 HOURS IN ADVANCE WITH THE WATER DEPARTMENT (48HR WATER DEPARTMENT REVIEW, AND 48HR NOTIFICATION PERIOD) c. LIMIT INTERRUPTIONS TO OCCUR AND BE COMPLETED ON MONDAY THRU THURSDAY, 9:00 AM TO 4:00 PM. NO INTERRUPTIONS SHALL OCCUR ON FRIDAYS, WEEKENDS, OR HOLIDAYS. d. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION TO AFFECTED CUSTOMERS. CONTACT THE WATER DEPARTMENT FOR NOTIFICATION REQUIREMENTS. BE ADVISED THAT ON OCCASION VALVES IN THE EXISTING WATER SYSTEM MAY BE INOPERABLE AND MAY REQUIRE NOTIFICATION OF A LARGER AREA. IF VALVE MAINTENANCE IS REQUIRED, A SHUTDOWN DELAY OF SEVERAL DAYS SHOULD BE EXPECTED. e. FOR WATER SHUTDOWNS LONGER THAN 8 HOURS, CONTRACTOR SHALL SUBMIT A TEMPORARY WATER PLAN TO KEEP ALL CUSTOMERS IN SERVICE. ALL COSTS ASSOCIATED WITH MAINTAINING SERVICE TO AFFECTED CUSTOMERS SHALL BE BORNE BY THE CONTRACTOR f. CONTRACTOR SHALL HAVE ALL PERTINENT PARTS AND MATERIALS ON SITE PRIOR TO SHUTDOWN OF THE WATER SYSTEM BY THE WATER DEPARTMENT g. CONSTRUCTION EXCAVATION MUST BE PREPARED AND THE WATER MAIN EXPOSED PRIOR TO SHUTDOWN OF THE WATER SYSTEM 15. EXPOSE EXISTING WATER PIPES AND VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO INSTALLING NEW IMPROVEMENTS, POTHOLE ANY AND ALL UTILITIES TO ELIMINATE POTENTIAL CONFLICTS 16. THE HORIZONTAL DISTANCE BETWEEN WATER LINES AND SANITARY SEWER LINES SHALL BE AT LEAST 10 FEET. WHERE A WATER MAIN AND SEWER MUST CROSS, THE WATER MAIN SHALL BE AT LEAST 18 INCHES ABOVE THE SEWER LINE. SEPARATION DISTANCES SHALL BE MEASURED EDGE-TO-EDGE (I.E. FROM THE NEAREST EDGES OF THE FACILITIES) 17. IF THE BASIC SEPARATION STANDARDS CANNOT BE MET, AN EXCEPTION TO THE RULE CAN BE APPLIED WITH ADDITIONAL MITIGATION MEASURES TO PROTECT PUBLIC HEALTH, IN ACCORDANCE WITH UTAH ADMINISTRATIVE CODE R309-105-6(2)(B). 18. THE OPEN ENDS OF ALL PIPELINES UNDER CONSTRUCTION SHALL BE COVERED AND EFFECTIVELY SEALED AT THE END OF THE DAY’S WORK. 19. PROVIDE ACCESS TO EXISTING MAIN LINE VALVES THROUGHOUT CONSTRUCTION. ALL VALVES MUST BE ACCESSIBLE WITHIN 24 HOURS AFTER PAVING OR COLLAR ADJUSTMENTS. 20. UNDER NO CIRCUMSTANCE SHALL THE PIPE OR ACCESSORIES BE DROPPED INTO THE TRENCH. 21. WHERE JOINING EXISTING ASBESTOS CEMENT PIPE, CUT IN ACCORDANCE WITH OSHA REQUIREMENTS AND DISPOSE OF IN ACCORDANCE WITH APPLICABLE ENVIRONMENTAL REGULATIONS. 22. PROVIDE EXTENSIONS ON VALVE STEM TOPS HAVING OVER 5 FEET BURY. REFER TO STANDARD PLAN 570. 23. INSTALL AIR AND VACUUM VALVES PER STANDARD PLANS 574 AND 575 AT HIGH POINTS (8” DIAMETER PIPE OR LARGER) AS DEEMED NECESSARY BY THE DESIGN ENGINEER AND CITY. 24. THRUST BLOCKING IS REQUIRED ON ALL WATER MAIN AND FIRE LINES. REFER TO STANDARD PLANS 561 AND 562 25. REMOVE AND CORRECT DEFECTIVE WORK WITHIN 24 HOURS FOLLOWING WRITTEN NOTIFICATION BY THE CITY ENGINEER. 26. CONSTRUCT TEMPORARY FLUSHING VALVES/BLOW-OFF PIPING ON THE END OF NEW WATER MAINS AS REQUIRED TO MEET FLUSHING REQUIREMENTS. CONSULT WITH CITY INSPECTOR TO DETERMINE ACCEPTABLE LOCATIONS AND SIZING REQUIREMENTS. MINIMUM ACCEPTABLE FLUSHING VELOCITY FOR INITIAL FLUSH IS 6 FEET PER SECOND. DO NOT PERFORM INITIAL FLUSH THROUGH FIRE HYDRANTS. 27. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600-10 28. ALL NEW WATER MAINS OR APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651-05 OR A METHOD APPROVED BY THE DIRECTOR. THE SPECIFICATIONS SHALL INCLUDE DETAILED PROCEDURES FOR THE ADEQUATE FLUSHING, DISINFECTION AND MICROBIOLOGICAL TESTING PARK CITY MUNICIPAL CORPORATION WATER DATE GENERAL WATER NOTES STD. PLAN 10/20 500.3 REV. OF ALL WATER MAINS. ON ALL NEW AND EXTENSIVE DISTRIBUTION SYSTEM CONSTRUCTION, EVIDENCE OF SATISFACTORY DISINFECTION SHALL BE PROVIDED TO THE CITY INSPECTOR. SAMPLES FOR COLIFORM ANALYSES SHALL BE COLLECTED AFTER DISINFECTION IS COMPLETE AND THE SYSTEM IS REFILLED WITH DRINKING WATER. A STANDARD HETEROTROPHIC PLATE COUNT IS ADVISABLE. THE USE OF WATER FOR PUBLIC DRINKING WATER PURPOSES SHALL NOT COMMENCE UNTIL THE BACTERIOLOGICAL TESTS INDICATE THE WATER IS FREE FROM CONTAMINATION. 29. DISINFECTING, FLUSHING, AND HYDROSTATIC PLANS SHALL BE SUBMITTED TO THE CITY INSPECTOR A MINIMUM OF 5 WORKING DAYS PRIOR TO COMMENCEMENT OF ACTIVITY. CONTRACTOR SHALL NOT OPERATE EXISTING WATER VALVES. 30. BACKFLOW PREVENTION DEVICES MAY BE REQUIRED. IF REQUIRED, THE CITY MAY NOT SET A WATER METER UNTIL AN APPROVED AND TESTED BACKFLOW DEVICE IS INSTALLED AND INSPECTED 31. ALL BACKFLOW PREVENTERS HAVE TO BE TESTED PERIODICALLY TO ENSURE THAT THEY ARE FUNCTIONING PROPERLY. A VISUAL CHECK OF AIR GAPS IS SUFFICIENT, BUT MECHANICAL BACKFLOW PREVENTERS HAVE TO BE TESTED BY A STATE CERTIFIED BACKFLOW SPECIALIST, WITH PROPERLY CALIBRATED GAUGE EQUIPMENT. TO OBTAIN A LIST OF STATE CERTIFIED TESTERS EITHER CALL US OR REFER TO THE STATE OF UTAH WEBSITE PAGE OF BACKFLOW TESTERS. HTTP://WWW.DRINKINGWATER.UTAH.GOV/DOCUMENTS/COMPLIANCE/BACKFLOW_TECHNICIANS_COMMER_ AVAIL.PDF 32. FIRE SPRINKLER SYSTEM BOOSTER PUMPS: FIRE SPRINKLER SYSTEM PUMPS, INTEGRAL TO THE FIRE SPRINKLER PIPING, REQUIRED TO MEET FIRE SPRINKLER PRESSURE DESIGN REQUIREMENTS, ARE CONSIDERED OUTSIDE THE INTENT OF UTAH DDW REGULATION R309-550-11(3) AND DO NOT REQUIRE APPROVAL OF THE DDW IF THEIR INSTALLATION CONFORMS TO UTAH ADOPTED PLUMBING CODE AND NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13 D. FIRE BOOSTER PUMPS SHALL BE INSTALLED ON THE BUILDING SIDE OF THE WATER METER VAULT, OUTSIDE THE VAULT, AND SHALL BE APPROVED BY THE CITY ENGINEER, FIRE MARSHAL, AND BUILDING DEPARTMENT. PARK CITY MUNICIPAL CORPORATION WATER DATE FIRE HYDRANT STD. PLAN 10/2020 511 S REV. LEGEND AND APPROVED PARTS LIST ITEM DESCRIPTION ACCEPTABLE MANUFACTURER MODELS ① FIRE HYDRANT, DRY BARREL, AWWA C502 MUELLER SUPER CENTURION 250 3-WAY A-423, 5-1/4 PUMPER NOZZLE, NATIONAL STD. OPERATING NUT (OPENS LEFT) CLOW MEDALLION, 5-1/4 PUMPER NOZZLE, NATIONAL STD. OPERATING NUT (OPENS LEFT) ②BURIED VALVE AND VALVE BOX (STD. PLAN 570), 6” GATE VALVE, NRS, FLG X MJ, 2” SQ. OPERATING NUT, AWWA C509 MUELLER SERIES 2360, SST BONNET BOLTS CLOW MODEL 2639, SST BONNET BOLTS ③ 6” DUCTILE IRON FLANGE TEE, AWWA C110 ④ HYDRANT SERVICE LINE, 6” DIAMETER DUCTILE IRON PIPE, RESTRAINED JOINTS (STD PLAN 540) ⑤ MECHANICAL JOINT RESTRAINT OR SST TIE ROD / NUT RESTRAINTS EBBA IRON MEGALUG SERIES 1100, STD T-BOLTS AND NUTS ⑥ HYDRANT MARKER, HEAVY DUTY FIBERGLASS WITH RED FLAG, TOP MOUNT, 5’ LENGTH (STD.), 6’ LENGTH (ABOVE 7300’ ELEVATION) POLLARD REFLECTIVE HYDRANT MARKER MODEL P69161 (STD.) AND P69170 (ABOVE 7300’) WITH FLAG MODEL P691801, OR APPROVED EQUAL ⑦ POLYETHYLENE ENCASEMENT, V-BIO ENHANCED POLYETHYLENE ENCASEMENT FILM, AWWA C105 & AWWA C703E METHOD A & C US PIPE AWWA C703E METHOD A (4 MIL) AT PIPE AND AWWA C703E METHOD C (10 MIL) AT BOLT-TYPE JOINTS, FITTINGS AND VALVES DETAIL NOTES 1. LOCATE HYDRANT AS SHOWN ON THE APPROVED PLANS 2. SET HYDRANT PLUMB WITH PUMPER NOZZLE FACING STREET 3. ADJUST TO GRADE WITH MAXIMUM OF ONE (1) HYDRANT BARREL EXTENSION (AWWA C502) 4. PROVIDE 316 STAINLESS STEEL BOLTS AND NUTS WITH ANTI-SIEZE LUBRICATION ON ALL FLANGED CONNECTIONS 5. RECOAT DAMAGED OR MARRED HYDRANT COATING AFTER INSTALLATION (UV RESISTANT, HIGH GLOSS, POLYURETHANE ENAMEL COATING, FIRE HYDRANT RED) 6. REFER TO SPECIFICATIONS FOR FLUSHING, HYDROSTATIC TESTING, AND DISINFECTING REQUIREMENTS 7. APPLY WAX TAPE COATING SYSTEM TO VALVE BONNET BOLTS AND ALL OTHER BURIED BOLTS, NUTS, CONNECTORS, AND COUPLINGS, AWWA C 217. (STD PLAN 534) 8. CATHODICALLY PROTECT PIPE AND OR FITTINGS, WHEN EXISTING SOIL CONDITIONS REQUIRE PER SOILS ANALYSIS (STD. PLAN 534) 9. HYDRANT DRAINS SHALL NOT BE CONNECTED TO, OR LOCATED WITHIN, 10 FEET OF SANITARY SEWERS. WHERE POSSIBLE, HYDRANT DRAINS SHALL NOT BE LOCATED WITHIN 10 FEET OF STORM DRAINS. PARK CITY MUNICIPAL CORPORATION WATER DATE GENERAL REQUIREMENTS METER, METER VAULT, AND SERVICE LINE STD. PLAN 10/2020 520.1 REV. 0 GENERAL REQUIREMENTS – WATER METER, METER VAULT, AND SERVICE LINE REFER TO SPECIFICATIONS AND STANDARD PLANS FOR DETAILED WATER METER, METER VAULT, AND SERVICE LINE REQUIREMENTS WATER METER & METER VAULT: 1. WATER METER AND RADIOREAD METER TRANSCEIVER UNIT (MXU) WILL BE PROVIDED BY THE CITY. ALL OTHER COMPONENTS SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER/BUILDER. PROVIDE 2 WEEKS ADVANCE NOTICE TO THE WATER DEPARTMENT FOR METER SET REQUESTS EXCEEDING FIVE METERS OR METER SIZES GREATER THAN 2 INCHES. APPROPRIATE METER APPLICATION AND PAYMENT OF FEES APPLY BEFORE THE CITY WILL SET A METER. 2. WATER METER SIZE SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION OF ANY SERVICE LINE, METER VAULT, OR WATER MAIN TAP. SEE STANDARD DETAIL 594 FOR SIZING REQUIREMENTS. A 1.5” MINIMUM WATER SERVICE SIZE IS REQUIRED FROM THE MAIN LINE. 3. INSTALLATION OF A WATER METER EXCEEDING 2-INCH WILL REQUIRE CITY ENGINEER APPROVAL. THE METER AND VAULT WILL REQUIRE A FLOWRATE AND DEMAND ANALYSIS BY THE DEVELOPER / BUILDER AND A SITE SPECIFIC DESIGN. 4. INSTALLATION OF A WATER SERVICE LINE SIZE GREATER THAN 1-1/2” WILL REQUIRE CITY ENGINEER APPROVAL. THE SERVICE LINE UPGRADE REQUEST WILL REQUIRE SUBMITTAL OF A FLOWRATE AND DEMAND ANALYSIS BY THE DEVELOPER/BUILDER. 5. USE OF AN INSIDE WATER METER WILL REQUIRE CITY ENGINEER APPROVAL. INSIDE METERS SHALL BE USED ONLY FOR COMMERCIAL OR MULTI-UNIT BUILDINGS SUBJECT TO THE FOLLOWING CONDITIONS: A. UNRESTRICTED ACCESS IS AVAILABLE TO WATER DEPARTMENT PERSONNEL B. THE METER SHALL BE LOCATED IN A SEPARATE MECHANICAL ROOM C. THE METER SHALL BE ASSOCIATED WITH FIRE PROTECTION SPRINKLER SYSTEM (FIRE STACK) PLUMBING D. THE METER REQUIRES A SITE SPECIFIC DESIGN APPROVED BY THE FIRE MARSHAL, THE PARK CITY BUILDING DEPARTMENT, AND THE WATER DEPARTMENT. LAYOUT SHALL BE CONSISTENT WITH WATER STANDARD PLANS 523, 526, AND 528 E. A REMOTE RADIOREAD METER TRANSCEIVER UNIT (MXU) DEVICE SHALL BE INSTALLED AT A LOCATION ACCEPTABLE TO THE WATER DEPARTMENT. REFER TO NOTE 11. 6. METER VAULT LOCATION SHALL BE APPROVED BY THE CITY ENGINEER AND WATER DEPARTMENT PRIOR TO INSTALLATION OF ANY SERVICE LINE OR WATER MAIN TAP. MINIMUM REQUIREMENTS AROUND METER VAULT MUST BE MET. NO POWER, IRRIGATION, COMMUNICATION, CABLING, ECT. WITHIN METER VAULT CLEARANCE AREA. 7. LOCATE METER VAULT, WHENEVER POSSIBLE, IN LANDSCAPE AREAS. PLACEMENT WITHIN A PAVED SURFACE, DRIVEWAY OR WALKWAY, REQUIRES WRITTEN APPROVAL PRIOR TO INSTALLATION OF THE SERVICE LINE OR WATER MAIN TAP. THE METER VAULT SHALL BE PLACED AT THE PUBLIC RIGHT OF WAY LINE. IN THE ABSENCE OF A PUBLIC R-O-W LINE, THE METER VAULT SHALL BE LOCATED WITHIN A DEDICATED EASEMENT AND A MAXIMUM OF FIVE FEET BEHIND THE CURB AND GUTTER OR SIDEWALK AS APPLICABLE. 8. EXTEND THE SERVICE LINE STUB ON THE CUSTOMER SIDE TO 5 FEET BEYOND THE METER VAULT WITH METER VAULT CONSTRUCTION. INSTALL END CAP AND MARKER ON SERVICE LINE TERMINATION. 9. LOCATE METER VAULT TO PROVIDE CONVENIENT, SAFE, AND UNINHIBITED ACCESS FROM A PUBLIC ROW OR WATER EASEMENT. NO FENCES SHALL BE LOCATED BETWEEN THE ROW/EASEMENT LINE AND THE METER VAULT. NO OBSTRUCTIONS OR UTILITIES SHALL BE LOCATED WITHIN 3 FEET OF THE OUTSIDE WALL OF THE METER VAULT. NO BUSHES, SHRUBS, OR PLANTS SHALL BE WITHIN 2 FEET OF THE METER LID AND NO TREES SHALL BE PLANTED SUCH THAT THE DRIP LINE AT MATURITY WILL BE WITHIN 3 FEET OF THE METER LID. 10. SET METER VAULT SET FLUSH WITH THE FINAL LANDSCAPE OR PAVEMENT GRADE. IF THE GROUND IS NOT TO FINAL GRADE AT THE TIME OF THE METER INSTALLATION OR INSPECTION, ADJUST METER VAULT WHEN FINAL GRADE IS ESTABLISHED AND ADJUST THE METER SETTER TO MEET REQUIRED PARK CITY MUNICIPAL CORPORATION WATER DATE GENERAL REQUIREMENTS METER, METER VAULT, AND SERVICE LINE STD. PLAN 10/2020 520.2 REV. 0 VAULT DIMENSIONS. REFERENCE STANDARD PLANS 592 AND 593 FOR METER VAULT GRADING REQUIREMENTS. 11. IN MOST CASES THE METER TRANSCEIVER UNIT (MXU) DEVICE WILL MOUNT THROUGH THE METER VAULT LID. IF METER LOCATION DOES NOT PERMIT A CLEAR RELIABLE MXU DEVICE RADIO SIGNAL TO CITY FACILITIES, A REMOTE MXU DEVICE WILL BE REQUIRED. THE REMOTE MXU DEVICE WILL BE INSTALLED BY THE CITY, AT A LOCATION DETERMINED BY THE CITY, AT THE TIME OF THE METER INSPECTION. IN MOST CASES THE REMOTE MXU DEVICE WILL BE INSTALLED ON THE OUTSIDE OF THE BUILDING FACING A PUBLIC STREET. PROVIDE CONDUIT AND SIGNAL WIRE FROM METER VAULT TO REMOTE MXU DEVICE LOCATION, REFERENCE STANDARD PLAN 530. FOR DEVELOPMENT PROJECTS, A SIGNAL PROPAGATION STUDY AND INSTALLATION OF A NEW REPEATER STATION AT THE DEVELOPER’S EXPENSE MAY BE REQUIRED. 12. IF REPLACING METER VAULT, PROTECT EXISTING METER AND MXU DEVICE, TAG OR LEAVE IN VAULT. CONTACT PARK CITY WATER DEPARTMENT PRIOR TO REMOVING OR REPLACING METER. 13. PROTECT METER VAULT AND MXU DEVICE THROUGHOUT CONSTRUCTION. 14. A WATER METER WILL NOT BE SET BY THE CITY UNTIL THE METER VAULT AND SERVICE LINE ARE IN COMPLIANCE WITH THE MOST CURRENT VERSION OF THE ENGINEERING STANDARDS, STANDARD DRAWINGS, AND APPROVED PROJECT DRAWINGS, A METER INSPECTION HAS BEEN PERFORMED AND DEFICIENCIES CORRECTED, AND ALL APPLICABLE FEES PAID. 15. ALL BRASS AND BRONZE PIPE, FITTINGS, AND VALVES SHALL MEET LOW LEAD COMPLIANCE REQUIREMENTS IN ACCORDANCE WITH ANSI/ASTM 371. 16. PROVIDE COMPRESSION STYLE FITTINGS AND VALVES. FLARED STYLE CONNECTIONS ARE NOT ALLOWED. SERVICE LINE: 1. ROUTE SERVICE LINES AT A 90 DEGREE ANGLE TO THE FRONT PROPERTY/R-O-W/EASEMENT LINE FROM THE WATER MAIN. AVOID ROUTING SERVICE LINES UNDER DRIVEWAYS. 2. MAINTAIN 5 FEET OF HORIZONTAL SEPARATION BETWEEN TAP LOCATION AND UTILITY CROSSINGS. 3. DUCTILE IRON WATER MAIN: MAINTAIN 2 FEET SEPARATION BETWEEN SERVICE LINE TAP AND ALL MAIN LINE FITTINGS, VALVES, PIPE JOINTS, AND OTHER SERVICE TAPS. 4. PVC WATER MAIN: MAINTAIN 3 FEET SEPARATION BETWEEN SERVICE LINE TAP AND ALL MAIN LINE FITTINGS, VALVES, PIPE JOINTS, AND OTHER SERVICE TAPS. 5. WATER SERVICE LINE SHALL BE CONTINUOUS. NO BENDS, FITTINGS, COUPLERS, OR CONNECTIONS, ARE PERMITTED BETWEEN WATER MAIN CORPORATION STOP AND THE METER VAULT CURB VALVE. 6. PROVIDE COMPRESSION STYLE VALVES FITTINGS. FLARED STYLE CONNECTIONS ARE NOT ALLOWED. 7. METER VAULTS AND SERVICE LINES MUST BE INSPECTED BY THE CITY PRIOR TO BACKFILLING, UNLESS SPECIFIC PRIOR APPROVAL IS PROVIDED BY THE CITY. 8. TAPPING NEW CONSTRUCTION WATER MAIN: NOTIFY AND SECURE INSPECTION OF INSTALLATION BY CITY ENGINEER PRIOR TO TAPPING WATER MAIN. PROVIDE TAPPING “COUPON” TO CITY INSPECTOR 9. TAPPING EXISTING WATER MAIN: NOTIFY AND SECURE INSPECTION OF INSTALLATION BY WATER DEPARTMENT 48 HOURS PRIOR TO TAPPING WATER MAIN. PROVIDE TAPPING “COUPON” TO CITY INSPECTOR 10. SERVICES LINES LARGER THAN 2-INCH DIAMETER SHALL MEET WATER MAIN REQUIREMENTS. 11. ALL BRASS AND BRONZE PIPE, FITTINGS, AND VALVES SHALL MEET LOW LEAD COMPLIANCE REQUIREMENTS IN ACCORDANCE WITH ANSI/ASTM 371 12. DISINFECT ALL NEW WATER SERVICES AND APPURTENANCES IN ACCORDANCE WITH AWWA STANDARD C651-05, THE SPECIAL REQUIREMENTS OF THE PARK CITY DESIGN STANDARDS, CONSTRUCTION SPECIFICATIONS, AND STANDARD DETAILS, AND THE PARK CITY WATER SYSTEM FIELD OBSERVATION GUIDELINES. DISINFECTING, FLUSHING, AND HYDROSTATIC PLANS SHALL BE SUBMITTED TO THE CITY INSPECTOR A MINIMUM OF 5 WORKING DAYS PRIOR TO COMMENCEMENT OF ACTIVITY. CONTRACTOR SHALL NOT OPERATE EXISTING WATER VALVES. 13. TRACER WIRE IS REQUIRED FROM WATER MAIN TO METER VAULT. 14. ALL BURIED FITTINGS SHALL BE WAXED TAPED (CORPORATION STOPS, SADDLES, ECT.) 15. NO IRRIGATION CONNECTIONS ARE ALLOWED WITHIN METER VAULT PARK CITY MUNICIPAL CORPORATION WATER DATE 3/4” and 1” SINGLE METER OUTSIDE SETTING STD. PLAN 10/2020 521 S REV. 0 LEGEND AND APPROVED PARTS LIST ITEM DESCRIPTION ACCEPTABLE MANUFACTURER MODELS ① METER VAULT FRAME AND COVER (STD. PLAN 529) ②MXU REMOTE LOCATION CONDUIT WITH END CAPS, SCH 40 PVC (STD. PLAN 530) ③ 24” DIAMETER METER VAULT PAVED AREAS: REINF. CONCRETE PIPE LANDSCAPE AREAS: CORRUGATED DUAL-WALL HDPE PIPE HDPE PIPE: ADS HDPE: MEGA GREEN N-12, OR APPROVED EQUAL ④ METER, SUPPLIED AND INSTALLED BY PCMC SENSUS iPERL ⑤ 3/4” METER YOKE MUELLER 5/8”x3/4”x9” B2410N-6AN FORD 5/8”x3/4” VBHC72-9W-11-33-NL 1” METER YOKE MUELLER 1”x12” B2410N-6AN FORD 1” VBHC74-12W-11-33-NL ⑥ 3/4” OR 1” METER YOKE END CONNECTION MUELLER MULTI X M.I.P, H-14223N FORD 3/4” OR 1” CLOSE BRASS NIPPLE ⑦ 1-1/2” X 3/4” OR 1” BRONZE BUSHING ⑧ 1-1/2” CURB VALVE, F.I.P. X CTS (INLET) MUELLER B-25172N FORD B41-66Q ⑨ 1-1/2” CONNECTION, F.I.P. X CTS (OUTLET) MUELLER H-15451N FORD C-14-66-G-NL ⑩ END CAP AND MARKER, CTS X F.I.P. (OUTLET) MUELLER H-15451N AND H-10035N ⑪ MXU AND WIRING, SUPPLIED AND INSTALLED BY PCMC DETAIL NOTES 1. LOCATE METER VAULT PER APPROVED PLANS AND SET METER BOX PLUMB 2. SST INSERT STIFFENERS REQUIRED ON ALL CTS TUBING CONNECTIONS 3. WAX TAPE ALL BURIED FITTINGS (CORP STOP, SADDLE, ECT.) 4. TRACER WIRE FROM WATER MAIN TO METER VAULT PARK CITY MUNICIPAL CORPORATION WATER DATE 3/4” and 1” DUAL METER OUTSIDE SETTING STD. PLAN 10/2020 522 S REV. LEGEND AND APPROVED PARTS LIST ITEM DESCRIPTION ACCEPTABLE MANUFACTURER MODELS ① 4’ DIA. MANHOLE, PRECAST CONCRETE ECCENTRIC CONE AND WALL SECTIONS ASTM C 478 ② METER VAULT FRAME AND COVER (STD PLAN 529) ③ POLYPROPYLENE ENCASED GRADE 60 STEEL STEPS AT 13” C-C, 13-1/2” TREAD WIDTH M.A. INDUSTRIES OR APP’D EQUAL PS2-PFDF ④ 1-1/2” CURB VALVE MUELLER B-25172N FORD B41-666Q ⑤ 1-1/2” DIA. BRASS NIPPLE X 6” LENGTH, M.I.P. ⑥1-1/2” DIA. BRONZE TEE, F.I.P., THREADED ⑦ 1-1/2” BRONZE 900 ELBOW, F.I.P., THREADED (2 EA) ⑧ 1-1/2” BRASS NIPPLE X 4” LENGTH, M.I.P. (2 EA) ⑨ BRONZE BELL REDUCER REQ’D (2 EA) 3/4” YOKE: 1-1/2” X 3/4” 1” YOKE: 1-1/2” X 1” DIA. ⑩ 3/4” METER YOKE (2 EA) MUELLER 5/8”x3/4”x9” B2404N-6AN FORD 5/8”x3/4” VBHC72-9W-11-33-NL 1” METER YOKE (2 EA) MUELLER 1”x12” B2404N-6AN FORD 1” VBHC74-12W-11-33-NL ⑪ 3/4” OR 1” METER YOKE END CONNECTIONS (2 EA) MUELLER MULTI X M.I.P., H-14223N FORD 3/4” OR 1” CLOSE BRASS NIPPLE ⑫ 1-1/2” x 3/4” OR 1” BRONZE BUSHING (OUTLET) (2 EA) ⑬ 1-1/2” CONNECTION, F.I.P. X CTS (OUTLET) (2 EA) MUELLER H-15451N FORD C-14-66-G-NL ⑭ METER, SUPPLIED AND INSTALLED BY PCMC (2 EA) SENSUS iPERL ⑮ PIPE SUPPORTS, GALVANIZED PIPE SUPPORT ROD AND (2) 16”x8”x8” CMU BLOCK ⑯ MXU AND WIRING, SUPPLIED AND INSTALLED BY PCMC ⑰ MXU REMOTE LOCATION CONDUIT WITH END CAPS, SCH 40 PVC (STD. PLAN 531) ⑱ END CAP AND MARKER, CTS X F.I.P. (OUTLET) (2 EA) MUELLER H-15451N AND H-10035N ⑲ 3/4” OR 1” UNIONS (2 EA) DETAIL NOTES 1. LOCATE METER VAULT PER APPROVED PLANS AND SET METER BOX PLUMB 2. SST INSERT STIFFENERS REQUIRED ON ALL CTS TUBING CONNECTION 3. USE PIPE DOPE OR TEFLON TAPE ON THREADED FITTINGS 4. WAX TAPE ALL BURIED FITTINGS. TRACER WIRE REQUIRED FROM WATER MAIN TO METER PARK CITY MUNICIPAL CORPORATION WATER DATE 3/4” and 1” METER INSIDE SETTING STD. PLAN 10/2020 523 S.1 REV. 0 LEGEND AND APPROVED PARTS LIST ITEM DESCRIPTION ACCEPTABLE MANUFACTURER MODELS ① 1” BRONZE SERVICE SADDLE, DOUBLE STRAP MUELLER BR2B SERIES, CC THREADS FORD STYLE 202B, CC THREADS ② 1” DIA. BRASS NIPPLE x 2” LENGTH, M.I.P. ③ 1” CURB VALVE, F.I.P. X F.I.P. MUELLER B-20283N ④ 1” DIA. BRASS NIPPLE x 2” LENGTH, M.I.P. AND BRONZE BELL REDUCER, 1” X 3/4” DIA. (REQ’D FOR 3/4” METER YOKE ONLY) ⑤ 3/4” OR 1” DIA. COPPER PIPING AND FITTINGS, AS REQ’D PER SITE SPECIFIC LAYOUT ⑥3/4” OR 1” METER YOKE END CONNECTIONS MUELLER MULTI X F.I.P, H-14222N ⑦ 3/4” METER YOKE (STRAIGHT LINE INLET AND OUTLET) MUELLER 5/8”x3/4”x7” B-2418-6AN FORD 5/8”x3/4” LSVH11-233W-NL 3/4” METER YOKE (VERTICAL INLET AND OUTLET) MUELLER 5/8”x3/4”x10” B-2448-6AN FORD 5/8”x3/4” LSVH11-233W-NL 1” METER YOKE (STRAIGHT LINE INLET AND OUTLET) MUELLER 1” VBHC84-12W-11-44-NL FORD 1” LSVH11-444W-NL 1” METER YOKE (VERTICAL INLET AND OUTLET) MUELLER 1”x12” B-2448-6AN FORD 1” KHVBHC-4-FP-NL ⑧ METER, SUPPLIED AND INSTALLED BY PCMC SENSUS iPEARL ⑨ PIPE SIZE BRASS NIPPLE AND CURB VALVE, F.I.P. X F.I.P. MUELLER B-20283N ⑩ MXU AND WIRING, SUPPLIED AND INSTALLED BY PCMC ⑪ EMT CONDUIT FOR MXU WIRING, AS REQUIRED PARK CITY MUNICIPAL CORPORATION WATER DATE 3/4” and 1” METER INSIDE SETTING STD. PLAN 10/2020 523 S.2 REV. 0 DETAIL NOTES 1. USE OF AN INSIDE WATER METER REQUIRES CITY ENGINEER APPROVAL. REFERENCE WATER STANDARD PLAN 520 FOR APPLICABLE CONDITIONS. 2. FIRE SPRINKLER RISER WITH POTABLE WATER SERVICE: A SITE SPECIFIC DESIGN IS REQUIRED. THE FIRE PROTECTION SPRINKLER SYSTEM AND POTABLE WATER SYSTEM DESIGN SHALL BE APPROVED BY THE FIRE MARSHAL AND THE PARK CITY BUILDING DEPARTMENT. THE POTABLE WATER SERVICE CONNECTION AND METER ASSEMBLY DESIGN SHALL BE APPROVED BY THE PARK CITY BUILDING DEPARTMENT AND THE CITY ENGINEER. DESIGN AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING AND PLUMBING CODES. 3. BACKFLOW PREVENTION: PROVIDE A DOUBLE CHECK BACKFLOW ASSEMBLY (DCBA) OR REDUCED PRESSURE PRINCIPLE BACKFLOW ASSEMBLY (RPBA) ON THE FIRE SPRINKLER RISER ASSEMBLY. STYLE TO BE DETERMINED BY THE BUILDING AND WATER DEPARTMENT BASED ON DEGREE OF HAZARD POSED BY FIRE SPRINKLER PROTECTION SYSTEM. BEFORE A CERTIFICATE OF OCCUPANCY CAN BE ISSUED BY THE BUILDING DEPARTMENT, BACKFLOW ASSEMBLY TESTING FOR PROPER OPERATION (PER CITY REQUIREMENTS BY A CERTIFIED TESTER RECOGNIZED BY THE CITY) IS REQUIRED AND A REPORT SUBMITTED. 4. CONNECTIONS TO THE WATER SYSTEM ARE NOT PERMITTED PRIOR TO THE POTABLE WATER METER ASSEMBLY OR THE FIRE SPRINKLER RISER BACKFLOW ASSEMBLY. THIS INCLUDES OUTSIDE IRRIGATION SUPPLY. 5. CLEARANCES: PROVIDE ADEQUATE CLEARANCES FROM FIRE RISER AND AROUND WATER METER ASSEMBLY. MAINTAIN: 9” MINIMUM FROM WALL TO FACE OF POTABLE WATER PIPING 18” CLEAR ON EACH SIDE OF METER ASSEBLY 36” CLEAR IN FRONT OF METER ASSEMBLY 6. LOCATE METER ASSEMBLY TWO (2) TO FOUR (4) FEET ABOVE THE FLOOR. POSITION METER HORIZONTAL WITH DIAL POINTING UP. 7. PROVIDE ISOLATION (CURB) VALVES AT METER INLET AND OUTLET 8. FOR MULTIPLE METERS PROVIDE A MANIFOLD WITH A MAIN CURB VALVE PRIOR TO THE MANIFOLD AND INDIVIDUAL CURB VALVES LOCATED PRIOR TO AND AFTER METERS. 9. PROVIDE A FLOOR DRAIN IN THE FIRE RISER ROOM WITHIN 10 FEET OF THE WATER METER LOCATION. 10. PROVIDE PIPE LABELS ON THE POTABLE WATER LINE BETWEEN THE FIRE RISER AND THE WATER METER DESIGNATING PIPE AS “POTABLE WATER”. 11. PROVIDE PIPE ANCHORAGE TO SUPPORT METER YOKE AND ASSEMBLY INDEPENDENT OF THE POTABLE WATER SUPPLY PIPING AND BUILDING PLUMBING. PROVIDE PIPE STANDS OR UNISTRUT WALL STANDOFFS. DO NOT SUPPORT METER ASSEMBLY FROM OTHER PIPING. 12. PROVIDE A WALL PENETRATION AND CONDUIT FOR REMOTE RADIOREAD METER TRANSEIVER UNIT (MXU) DEVICE(S). COORDINATE ROUTING AND WALL PENETRATION LOCATION WITH THE WATER DEPARTMENT. REFERENCE WATER STANDARD PLANS 520 AND 530. 13. PROVIDE 1/2” EMT CONDUIT AND SUPPORTS FOR MXU SIGNAL WIRE IF DISTANCE TO WALL PENETRATION EXCEEDS 10 FEET 14. INSPECTION: CONTACT THE CITY ENGINEER FOR INSPECTION OF THE POTABLE WATER SYSTEM METER ASSEMBLY INSTALLATION 15. REFER TO STD. PLAN 500 AND THE SPECIFICATIONS FOR FLUSHING, HYDROSTATIC TESTING, AND DISINFECTING REQUIREMENTS PARK CITY MUNICIPAL CORPORATION WATER DATE 1-1/2” and 2” SINGLE METER OUTSIDE SETTING STD. PLAN 10/2020 524 S REV. LEGEND AND APPROVED PARTS LIST ITEM DESCRIPTION ACCEPTABLE MANUFACTURER MODELS ① 5’ DIA. MANHOLE, PRECAST CONCRETE ECCENTRIC CONE AND WALL SECTIONS ASTM C 478 ② METER VAULT FRAME AND COVER (STD. PLAN 529) ③ POLYPROPYLENE ENCASED GRADE 60 STEEL STEPS AT 13” C-C, 13-1/2” TREAD WIDTH M.A. INDUSTRIES OR APPV’D EQ. PS2-PFDF ④ 2” CURB VALVE, F.I.P. x CTS MUELLER B-25172N FORD B11-777Q ⑤ 2” DIA. BRASS NIPPLE x 4” LENGTH, M.I.P. ⑥ 2” BRONZE UNION, F.I.P., THREADED ⑦ 1-1/2” BRASS NIPPLE x 4” LENGTH, 2” x 1-1/2” BRONZE BELL REDUCER, AND 1-1/2” CLOSE BRASS NIPPLE (1-1/2” YOKE ONLY) ⑧ 1-1/2” METER YOKE COMMERCIAL SERVICE: WITH BYPASS RESIDENTIAL SERVICE: WITHOUT BYPASS IRRIGATION SERVICE: WITHOUT BYPASS MUELLER 1-1/2”x15” B2423-2-01N (WITH BYPASS) 1-1/2”x15” B2422-2N (WITHOUT BYPASS) FORD 1-1/2” VBHH76-15B-11-66-NL (WITH BYPASS) 1-1/2” VBHH76-15-11-66-NL (WITHOUT BYPASS) 2” METER YOKE COMMERCIAL SERVICE: WITH BYPASS RESIDENTIAL SERVICE: WITHOUT BYPASS IRRIGATION SERVICE: WITHOUT BYPASS MUELLER 2”x15” B2423-2-01N (WITH BYPASS) 2”x15” B2422-2N (WITHOUT BYPASS) FORD 2” VBHH77-15B-11-77-NL (WITH BYPASS) 2” VBHH77-15-11-77-NL (WITHOUT BYPASS) ⑨ 2” CONNECTION, F.I.P. x CTS AND 2” BRASS NIPPLE x 4” LENGTH (OUTLET); 1-1/2” YOKE ONLY: ADD 2”x1-1/2” BRONZE BELL REDUCER AND 1-1/2” CLOSE BRASS NIPPLE MUELLER H-15451N FORD C-14-66-G-NL ⑩ METER, SUPPLIED AND INSTALLED BY PCMC SENSUS OMNI ⑪ PIPE SUPPORTS (4) 16”x8”x8” CMU BLOCK, (2) METER SUPPORT RODS, GALVANIZED ⑫ MXU AND WIRING, SUPPLIED AND INSTALLED BY PCMC ⑬ MXU REMOTE LOCATION CONDUIT WITH END CAPS, SCH 40 PVC (STD. PLAN 531) ⑭ END CAP AND MARKER, CTS x F.I.P. (OUTLET) H-15451N AND H-10035N DETAIL NOTES 1. LOCATE METER VAULT PER APPROVED PLANS AND SET METER BOX PLUMB 2. SST INSERT STIFFENERS REQUIRED ON ALL CTS TUBING CONNECTIONS PARK CITY MUNICIPAL CORPORATION WATER DATE 1-1/2” DUAL METERS OUTSIDE SETTING STD. PLAN 10/2020 525 S REV. LEGEND AND APPROVED PARTS LIST ITEM DESCRIPTION ACCEPTABLE MANUFACTURER MODELS ① 5’ DIA. MANHOLE, PRECAST CONCRETE ECCENTRIC CONE AND WALL SECTIONS ASTM C 478 ② METER VAULT FRAME AND COVER (STD. PLAN 529) ③ POLYPROPYLENE ENCASED GRADE 60 STEEL STEPS AT 13” C-C, 13-1/2” TREAD WIDTH M.A. INDUSTRIES OR APPV’D EQ. PS2-PFDF ④ 2” CURB VALVE, F.I.P. x CTS MUELLER B-25172N FORD B11-777Q ⑤ 2” DIA. BRASS NIPPLE x 3” LENGTH, M.I.P. (5 EA) ⑥ 2” DIA. BRONZE TEE, F.I.P., THREADED ⑦ 2” BRONZE 900 ELBOW, F.I.P., THREADED (2 EA) ⑧ 2” BRONZE UNION, F.I.P., THREADED (2 EA) ⑨ 1-1/2” BRASS NIPPLE x 4” LENGTH, 2” x 1-1/2” BRONZE BELL REDUCER, AND 1-1/2” CLOSE BRASS NIPPLE (2 EA) ⑩ 1-1/2” METER YOKE (2 EA) COMMERCIAL SERVICE: WITH BYPASS RESIDENTIAL SERVICE: WITHOUT BYPASS IRRIGATION SERVICE: WITHOUT BYPASS MUELLER 1-1/2”x15” B2423-2-01N (WITH BYPASS) 1-1/2”x15” B2422N (WITHOUT BYPASS) FORD 1-1/2” VBHH76-15B-11-66-NL (WITH BYPASS) 1-1/2” VBHH76-15-11-66-NL (WITHOUT BYPASS) ⑪ 2” CONNECTION, F.I.P. x CTS; 2” BRASS NIPPLE x 4” LENGTH; 2”x1-1/2” BRONZE BELL REDUCER; AND 1-1/2” CLOSE BRASS NIPPLE (OUTLET) (2 EA) MUELLER H-15451N FORD C-14-66-G-NL ⑫ METER, SUPPLIED AND INSTALLED BY PCMC (2 EA) SENSUS OMNI ⑬ PIPE SUPPORTS (4) 16”X8”X8” CMU BLOCK, (2) METER SUPPORT RODS, GALVANIZED ⑭ MXU AND WIRING, SUPPLIED AND INSTALLED BY PCMC ⑮ MXU REMOTE LOCATION CONDUIT WITH END CAPS, SCH 40 PVC (STD. PLAN 531) ⑯ END CAP AND MARKER, CTS X F.I.P. (OUTLET) (2 EA) H-15451N AND H-10035N DETAIL NOTES 1. LOCATE METER VAULT PER APPROVED PLANS AND SET METER BOX PLUMB 2. SST INSERT STIFFENERS REQUIRED ON ALL CTS TUBING CONNECTIONS PARK CITY MUNICIPAL CORPORATION WATER DATE 1-1/2” and 2” METER INSIDE SETTING STD. PLAN 10/2020 526 S.1 REV. 0 LEGEND AND APPROVED PARTS LIST ITEM DESCRIPTION ACCEPTABLE MANUFACTURER MODELS ① DUCTILE IRON TEE OR 2” BRONZE SERVICE SADDLE, DOUBLE STRAP MUELLER BR2B SERIES, FIP THDS FORD STYLE 202B, FIP THDS ② 2” DIA. BRASS NIPPLE x 2” LENGTH, M.I.P. ③ 2” CURB VALVE, F.I.P. X F.I.P. MUELLER B-20283N FORD B11-777Q ④ 2” DIA. BRASS NIPPLE x 2” LENGTH, M.I.P. AND BRONZE BELL REDUCER, 2” X 1-1/2” DIA. (REQ’D FOR 1-1/2” YOKE ONLY) ⑤ 1-1/2” OR 2” DIA. BRASS NIPPLES AND BRASS FITTINGS OR COPPER PIPING AND FITTINGS, AS REQ’D PER SITE SPECIFIC LAYOUT ⑥1-1/2” OR 2” METER YOKE END CONNECTIONS MUELLER MULTI X F.I.P, H-14222N ⑦ 1-1/2” METER YOKE COMMERCIAL SERVICE: WITH BYPASS RESIDENTIAL SERVICE: WITHOUT BYPASS MUELLER 1-1/2”x12” B2423-2-01N (WITH BYPASS) 1-1/2”x12” B2422-2N (WITHOUT BYPASS) FORD 1-1/2” VBHH76-12B-11-66-NL (WITH BYPASS) 1-1/2” VBHH76-12-11-66-NL (WITHOUT BYPASS) 2” METER YOKE COMMERCIAL SERVICE: WITH BYPASS RESIDENTIAL SERVICE: WITHOUT BYPASS MUELLER 2”x12” B2423-2-01N (WITH BYPASS) 2”x12” B2422-2N (WITHOUT BYPASS) FORD 2” VBHH77-12B-11-77-NL (WITH BYPASS) 2” VBHH77-12-11-77-NL (WITHOUT BYPASS) ⑧ PIPE SIZE BRASS NIPPLE AND BRONZE UNION, F.I.P., THREADED ⑨ METER, SUPPLIED AND INSTALLED BY PCMC SENSUS OMNI ⑩ MXU AND WIRING, SUPPLIED AND INSTALLED BY PCMC ⑪ EMT CONDUIT FOR MXU WIRING, AS REQUIRED PARK CITY MUNICIPAL CORPORATION WATER DATE 1-1/2” and 2” METER INSIDE SETTING STD. PLAN 10/2020 526 S.2 REV. 0 DETAIL NOTES 1. USE OF AN INSIDE WATER METER REQUIRES CITY ENGINEER APPROVAL. REFERENCE WATER STANDARD PLAN 520 FOR APPLICABLE CONDITIONS. 2. FIRE SPRINKLER RISER WITH POTABLE WATER SERVICE: A SITE SPECIFIC DESIGN IS REQUIRED. THE FIRE PROTECTION SPRINKLER SYSTEM AND POTABLE WATER SYSTEM DESIGN SHALL BE APPROVED BY THE FIRE MARSHAL AND THE PARK CITY BUILDING DEPARTMENT. THE POTABLE WATER SERVICE CONNECTION AND METER ASSEMBLY DESIGN SHALL BE APPROVED BY THE PARK CITY BUILDING DEPARTMENT AND THE CITY ENGINEER. DESIGN AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING AND PLUMBING CODES. 3. BACKFLOW PREVENTION: PROVIDE A DOUBLE CHECK BACKFLOW ASSEMBLY (DCBA) OR REDUCED PRESSURE PRINCIPLE BACKFLOW ASSEMBLY (RPBA) ON THE FIRE SPRINKLER RISER ASSEMBLY. STYLE TO BE DETERMINED BY THE BUILDING AND WATER DEPARTMENT BASED ON DEGREE OF HAZARD POSED BY FIRE SPRINKLER PROTECTION SYSTEM. BEFORE A CERTIFICATE OF OCCUPANCY CAN BE ISSUED BY THE BUILDING DEPARTMENT, BACKFLOW ASSEMBLY TESTING FOR PROPER OPERATION (PER CITY REQUIREMENTS BY A CERTIFIED TESTER RECOGNIZED BY THE CITY) IS REQUIRED AND A REPORT SUBMITTED. 4. CONNECTIONS TO THE WATER SYSTEM ARE NOT PERMITTED PRIOR TO THE POTABLE WATER METER ASSEMBLY OR THE FIRE SPRINKLER RISER BACKFLOW ASSEMBLY. THIS INCLUDES OUTSIDE IRRIGATION SUPPLY. 5. CLEARANCES: PROVIDE ADEQUATE CLEARANCES FROM FIRE RISER AND AROUND WATER METER ASSEMBLY. MAINTAIN: 9” MINIMUM FROM WALL TO FACE OF POTABLE WATER PIPING 18” CLEAR ON EACH SIDE OF METER ASSEBLY 36” CLEAR IN FRONT OF METER ASSEMBLY 6. LOCATE METER ASSEMBLY TWO (2) TO FOUR (4) FEET ABOVE THE FLOOR. POSITION METER HORIZONTAL WITH DIAL POINTING UP. 7. PROVIDE ISOLATION (CURB) VALVES AT METER INLET AND OUTLET 8. FOR MULTIPLE METERS PROVIDE A MANIFOLD WITH A MAIN CURB VALVE PRIOR TO THE MANIFOLD AND INDIVIDUAL CURB VALVES LOCATED PRIOR TO AND AFTER METERS. 9. PROVIDE A FLOOR DRAIN IN THE FIRE RISER ROOM WITHIN 10 FEET OF THE WATER METER LOCATION. 10. PROVIDE PIPE LABELS ON THE POTABLE WATER LINE BETWEEN THE FIRE RISER AND THE WATER METER DESIGNATING PIPE AS “POTABLE WATER”. 11. PROVIDE PIPE ANCHORAGE TO SUPPORT METER YOKE AND ASSEMBLY INDEPENDENT OF THE POTABLE WATER SUPPLY PIPING AND BUILDING PLUMBING. PROVIDE PIPE STANDS OR UNISTRUT WALL STANDOFFS. DO NOT SUPPORT METER ASSEMBLY FROM OTHER PIPING. 12. PROVIDE A WALL PENETRATION AND CONDUIT FOR REMOTE RADIOREAD METER TRANSEIVER UNIT (MXU) DEVICE(S). COORDINATE ROUTING AND WALL PENETRATION LOCATION WITH THE WATER DEPARTMENT. REFER TO WATER STANDARD PLANS 520 AND 530. 13. PROVIDE 1/2” EMT CONDUIT AND SUPPORTS FOR MXU SIGNAL WIRE IF DISTANCE TO WALL PENETRATION EXCEEDS 10 FEET. 14. INSPECTION: CONTACT THE CITY ENGINEER FOR INSPECTION OF THE POTABLE WATER SYSTEM METER ASSEMBLY INSTALLATION 15. REFER TO STD. PLAN 500 AND THE SPECIFICATIONS FOR FLUSHING, HYDROSTATIC TESTING, AND DISINFECTING REQUIREMENTS PARK CITY MUNICIPAL CORPORATION WATER DATE 3” AND LARGER METER OUTSIDE SETTING STD. PLAN 10/2020 527 S REV. LEGEND AND APPROVED PARTS LIST ITEM DESCRIPTION ACCEPTABLE MANUFACTURER MODELS ① 2” BRONZE SERVICE SADDLE, DOUBLE STRAP MUELLER BR2B SERIES, F.I.P. THREADS FORD 202B SERIES, F.I.P. THREADS ② GATE VALVE, PIPE SIZE, NRS, FLANGED, 2” SQ. OPERATING NUT, AWWA C509 MUELLER SERIES A-2360 CLOW MODEL 2639 ③ DUCTILE IRON PIPE SPOOL (2), FLG X PE ④ METER, SUPPLIED AND INSTALLED BY PCMC SENSUS OMNI ⑤PRECAST CONCRETE VAULT, HS20 RATED ⑥ 2” BRONZE BALL VALVE WITH LOCKING HANDLE, F.I.P., THREADED, 300 PSI RATED FORD B11-777Q ⑦ DISMANTLING JOINT ROMAC DJ400 OR APPV’D EQUAL ⑧ 2” DIA. COPPER 900 ELBOW, SOLDERED, OR BRONZE, F.I.P., THREADED ⑨ 2” DIA. BRONZE UNION, F.I.P., THREADED ⑩ 2” COPPER PIPE, TYPE K, OR BRASS NIPPLE ⑪ DUCTILE IRON PIPE SPOOL, 9” LENGTH, FLG X FLG ⑫ DUCTILE IRON PIPE SPOOL, FLG X PE ⑬ AFTER PIPING INSTALLATION CORE DRILL 6” DIA. HOLE IN VAULT LID DIRECTLY ABOVE GATE VALVES ⑭ VALVE BOX, FASTEN VALVE BOX TO VAULT WITH TWO EPOXIED ALL-THREAD ROD/NUT OR SST EXP ANCHOR D & L SUPPLY HILTI M-8065 AND M-8048 TO M-8053 3/8” DIA. ROD SST 316, OR KWIK BOLT 3 3/8”x3” SS316 ⑮ THRUST RESTRAINTS EBBA IRON MEGALUG SERIES 1100 ⑯ POLYPROPYLENE ENCASED GRADE 60 STL STEPS AT 13” C-C, 13-1/2” TREAD WIDTH M.A. INDUSTRIES OR APPV’D EQUAL PS2-PFDF ⑰ METER VAULT FRAME AND COVER (STD. PLAN 529) ⑱ PIPE SUPPORTS, 5 REQ’D (STD. PLAN 533) ⑲ MXU AND WIRING, SUPPLIED AND INSTALLED BY PCMC DETAIL NOTES 1. REFER TO STD. PLAN 520 FOR GENERAL REQUIREMENTS – METER, METER VAULT, AND SERVICE LINE 2. LOCATE METER VAULT PER APPROVED PLANS AND SET METER BOX PLUMB 3. SST FASTENERS REQUIRED ON ALL FITTINGS 4. NO BYPASS ALLOWED FOR IRRIGATION METERS 5. NO SERVICE LINE REDUCERS OR BENDS WITHIN 5’ OF VAULT 6. COORDINATE METER SIZE AND LENGTH WITH CITY PRIOR TO ORDERING MATERIALS 7. REFER TO STD. PLANS 592 AND 593 FOR MANHOLE ADJUSTMENT AND GRADING REQUIREMENTS PARK CITY MUNICIPAL CORPORATION WATER DATE 3” AND LARGER METER INSIDE SETTING STD. PLAN 10/2020 528 S.1 REV. 0 LEGEND AND APPROVED PARTS LIST ITEM DESCRIPTION ACCEPTABLE MANUFACTURER MODELS ① DUCTILE IRON TEE, FLG., PRESSURE CLASS 350, CEMENT-MORTAR LINED, ASPHALTIC INTERIOR COATING, AWWA C150 / C151 / C104 U.S. PIPE PACIFIC STATES U.S. PIPE PACIFIC STATES ② DUCTILE IRON PIPE SPOOL, FLG. X FLG., 3” TO 12” DIAMETER, FULL BODY, PRESSURE CLASS 350, CEMENT-MORTAR LINED, ASPHALTIC INTERIOR COATING, AWWA C150 / C151 / C104 U.S. PIPE PACIFIC STATES ③ 2” BRONZE SERVICE SADDLE, DOUBLE STRAP MUELLER BR2B SERIES, FIP THDS FORD STYLE 202B, FIP THDS ④ 2” BRONZE BALL VALVE WITH LOCKING HANDLE, F.I.P., THREADED, 300 PSI RATED, LEAD FREE FORD B11-777Q ⑤ GATE VALVE, PIPE SIZE, NRS WITH HANDWHEEL, FLANGED, 2” SQ. OPERATING NUT, AWWA C509 MUELLER SERIES A-2360 CLOW MODEL 2639 ⑥METER, SUPPLIED AND INSTALLED BY PCMC SENSUS OMNI ⑦DUCTILE IRON PIPE SPOOL (2), FLG X PE ⑧DISMANTLING JOINT, WITH RESTRAINING BOLTS ROMAC DJ400 OR APPV’D EQUAL ⑨ 2” BRONZE UNION, F.I.P., THREADED, LEAD FREE ⑩ 2” COPPER PIPE, TYPE K, WITH COPPER 900 ELBOW, SOLDERED, OR BRASS NIPPLE BRONZE, F.I.P., WITH THREADED 900 ELBOW (NO GALVANIZED MATERIALS) ⑪ PIPE SUPPORTS, 2 REQ’D ON MAIN SERVICE LINE AND 2 REQ’D ON BYPASS SERVICE ⑫ MXU AND WIRING, SUPPLIED AND INSTALLED BY PCMC ⑬ 1/2” EMT CONDUIT FOR MXU WIRING, AS REQUIRED PARK CITY MUNICIPAL CORPORATION WATER DATE 3” AND LARGER METER INSIDE SETTING STD. PLAN 10/2020 528 S.2 REV. 0 DETAIL NOTES 1. USE OF AN INSIDE WATER METER REQUIRES CITY ENGINEER APPROVAL. REFERENCE WATER STANDARD PLAN 520 FOR APPLICABLE CONDITIONS. 2. FIRE SPRINKLER RISER WITH POTABLE WATER SERVICE: A SITE SPECIFIC DESIGN IS REQUIRED. THE FIRE PROTECTION SPRINKLER SYSTEM AND POTABLE WATER SYSTEM DESIGN SHALL BE APPROVED BY THE FIRE MARSHAL AND THE PARK CITY BUILDING DEPARTMENT. THE POTABLE WATER SERVICE CONNECTION AND METER ASSEMBLY DESIGN SHALL BE APPROVED BY THE PARK CITY BUILDING DEPARTMENT AND THE CITY ENGINEER. DESIGN AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING AND PLUMBING CODES. 3. BACKFLOW PREVENTION: PROVIDE A DOUBLE CHECK BACKFLOW ASSEMBLY (DCBA) OR REDUCED PRESSURE PRINCIPLE BACKFLOW ASSEMBLY (RPBA) ON THE FIRE SPRINKLER RISER ASSEMBLY. STYLE TO BE DETERMINED BY THE BUILDING AND WATER DEPARTMENT BASED ON DEGREE OF HAZARD POSED BY FIRE SPRINKLER PROTECTION SYSTEM. BEFORE A CERTIFICATE OF OCCUPANCY CAN BE ISSUED BY THE BUILDING DEPARTMENT, BACKFLOW ASSEMBLY TESTING FOR PROPER OPERATION (PER CITY REQUIREMENTS BY A CERTIFIED TESTER RECOGNIZED BY THE CITY) IS REQUIRED AND A REPORT SUBMITTED. 4. CONNECTIONS TO THE WATER SYSTEM ARE NOT PERMITTED PRIOR TO THE POTABLE WATER METER ASSEMBLY OR THE FIRE SPRINKLER RISER BACKFLOW ASSEMBLY. THIS INCLUDES OUTSIDE IRRIGATION SUPPLY. 5. CLEARANCES: PROVIDE ADEQUATE CLEARANCES FROM FIRE RISER AND AROUND WATER METER ASSEMBLY. MAINTAIN: 9” MINIMUM FROM WALL TO FACE OF POTABLE WATER PIPING 18” CLEAR ON EACH SIDE OF METER ASSEBLY 36” CLEAR IN FRONT OF METER ASSEMBLY 6. LOCATE METER ASSEMBLY TWO (2) TO FOUR (4) FEET ABOVE THE FLOOR. POSITION METER HORIZONTAL WITH DIAL POINTING UP. 7. VERIFY METER LAY LENGTH WITH WATER DEPARTMENT PRIOR TO INSTALLING PIPING 8. PROVIDE ISOLATION VALVES AT METER INLET AND OUTLET 9. FOR MULTIPLE METERS PROVIDE A MANIFOLD WITH A MAIN VALVE PRIOR TO THE MANIFOLD AND INDIVIDUAL VALVES LOCATED PRIOR TO AND AFTER METERS. 10. PROVIDE A FLOOR DRAIN IN THE FIRE RISER ROOM WITHIN 10 FEET OF THE WATER METER LOCATION. 11. PROVIDE PIPE LABELS ON THE POTABLE WATER LINE BETWEEN THE FIRE RISER AND THE WATER METER DESIGNATING PIPE AS “POTABLE WATER”. 12. PROVIDE PIPE ANCHORAGE TO SUPPORT METER ASSEMBLY INDEPENDENT OF THE POTABLE WATER SUPPLY PIPING AND BUILDING PLUMBING. PROVIDE PIPE STANDS OR UNISTRUT WALL STANDOFFS. DO NOT SUPPORT METER ASSEMBLY FROM OTHER PIPING. 13. PROVIDE A WALL PENETRATION AND CONDUIT FOR REMOTE RADIOREAD METER TRANSEIVER UNIT (MXU) DEVICE(S). COORDINATE ROUTING AND WALL PENETRATION LOCATION WITH THE WATER DEPARTMENT. REFERENCE WATER STANDARD PLANS 520 AND 530. 14. PROVIDE 1/2” EMT CONDUIT AND SUPPORTS FOR MXU SIGNAL WIRE IF DISTANCE TO WALL PENETRATION EXCEEDS 10 FEET. 15. INSPECTION: CONTACT THE CITY ENGINEER FOR INSPECTION OF THE POTABLE WATER SYSTEM METER ASSEMBLY INSTALLATION. 16. REFER TO STD. PLAN 500 AND THE SPECIFICATIONS FOR FLUSHING, HYDROSTATIC TESTING, AND DISINFECTING REQUIREMENTS 17. BUILDING OWNER IS RESPONSIBLE TO HAVE THE BACKFLOW PREVENTER FLOW TESTED AND INSPECTED INTERNALLY AT LEAST ONCE PER YEAR, OR MORE AS CONDITIONS WARRANT, IN ACCORDANCE WITH NFPA 13 AND NFPA 25 AND A REPORT SUBMITTED TO THE PARK CITY BUILDING DEPARTMENT PARK CITY MUNICIPAL CORPORATION WATER DATE METER VAULT FRAME AND COVER / MXU DEVICE LOCATION STD. PLAN 10/2020 529 S REV. 0 LEGEND AND APPROVED PARTS LIST ITEM DESCRIPTION ACCEPTABLE MANUFACTURER MODELS ① METER VAULT FRAME AND COVER, MARKED “WATER” D&L SUPPLY L-2320, OR APPROVED EQUAL ② METER VAULT FRAME AND COVER, TRAFFIC RATED, MARKED “WATER” D&L SUPPLY A-1019, OR APPROVED EQUAL ③ 2” TAP AND PLUG, REQUIRED FORD OR APPROVED EQUAL PLUG: PTP-3-25 ④ 2” TAP WITH RECESSED PLUG, REQUIRED (PLAN VIEW ‘B’) ⑤NOTCH INNER FROST FREE LID FOR SIGNAL WIRE (PLAN VIEW ‘A’) ⑥ MXU AND WIRING, SUPPLIED AND INSTALLED BY PCMC ⑦ METER VAULT, MATERIALS VARY DETAIL NOTES 1. REFER TO STD. PLAN 592 AND 593 FOR METER VAULT ADJUSTMENT AND GRADING REQUIREMENTS 2. PROVIDE TAPS FOR STANDARD AND ALTERNATE MXU LOCATIONS 3. PROVIDE PLUGS FOR ALL OPENINGS 4. REMOVE ALL BURRS FROM TAPS AND NOTCHES 5. REFER TO STD PLAN 530 FOR REMOTE MXU REQUIREMENTS PARK CITY MUNICIPAL CORPORATION WATER DATE METALLIC PIPE CORROSION PROTECTION STD. PLAN 10/2020 534.1 REV. 0 PCMC WATER SYSTEM – CORROSION PROTECTION REQUIREMENTS: PCMC HAS EXPERIENCED EXTERNAL CORROSION OF WATER DISTRIBUTION MATERIALS IN VARYING DEGREES THROUGHOUT THE CITY. TO MAXIMIZE THE LIFE CYCLE OF WATER SYSTEM IMPROVEMENTS, AS IMPACTED BY THE IMMEDIATE SITE CONDITIONS AND THE SELECTION OF MATERIALS, THE CITY HAS IDENTIFIED KEY DESIGN AND CONSTRUCTION REQUIREMENTS. 1. FOR PROJECTS WITH LESS THAN 300 FEET OF NEW WATER PIPE AND APPURTENANCES, CORROSION PROTECTION SHALL BE ADDRESSED IN THE FOLLOWING MANNER: a. IN ADDITION TO THE REQUIRED POLYETHYLENE WRAP, APPLY A WAX TAPE COATING SYSTEM TO VALVE BONNET BOLTS,SADDLES, CORP STOPS, STAINLESS REPAIR CLAMPS AND ALL OTHER BURIED BOLTS, NUTS, CONNECTORS, RESTAINER GLAND BOLTS, AND COUPLING HARDWARE, AWWA C217. COATING SYSTEM TO INCLUDE A 4-MIL MINIMUM WAX TAPE PRIMER, FILLER MATERIAL, 45-MIL MINIMUM WAX TAPE AND PROTECTIVE OUTER WRAP. WHEN WAX TAPING A STAINLESS CLAMP THE ENTIRE CLAM SHOULD BE WRAPPED NOT JUST BOLTS. b. WAX TAPE COATING MATERIALS: i. DENSO NORTH AMERICA DENSO PRIMER, DENSYL TAPE AND/OR MASTIC, DENSO FIBER-WRAP ii. TRENTON PRIMER, #1 WAX-TAPE, AND GUARD-WRAP iii. OR APPROVED EQUAL (SUBMITTAL TO CITY AND WRITTEN APPROVAL REQUIRED PRIOR TO INSTALLATION) 2. FOR PROJECTS EXCEEDING 300 FEET OF NEW WATER PIPE AND APPURTENANCES, CORROSION PROTECTION SHALL BE ADDRESSED IN THE FOLLOWING MANNER: a. THE DEVELOPER AND ITS’ DESIGN ENGINEER, GEOTECHNICAL ENGINEER, AND CORROSION CONSULTANT SHALL PROVIDE A SITE SPECIFIC “CORROSION STUDY REPORT”. THE REPORT SHALL INCORPORATE PROJECT SPECIFIC FINDINGS INTO CORROSION PROTECTION RECOMMENDATIONS FOR THE PROPOSED WATER SYSTEM IMPROVEMENTS. THE REPORT SHALL INCLUDE AT A MINIMUM THE FOLLOWING ITEMS: i. DETAILED INFORMATION ON EXISTING CONDITIONS, SOIL TYPES, CLASSIFICATION, ETC. ii. IDENTIFICATION OF STRAY CURRENT SOURCES AND ANY EXISTING CORROSION PROTECTION SYSTEMS IN THE IMMEDIATE AREA iii. IDENTIFICATION OF ANY POTENTIAL FOR HOT SPOTS OR VARYING SOIL CONDITIONS THAT MAY WARRANT CHANGES TO THE CORROSION PROTECTION PLAN DURING CONSTRUCTION. iv. FIELD SAMPLING AND TESTING RESULTS WITHIN THE PROPOSED PIPE ZONE BASED ON REPRESENTATIVE SAMPLING OF THE DEVELOPMENT AREA CONDITIONS v. SOIL RESISTIVITY TESTING RESULTS IDENTIFYING CORROSIVE SOIL CONDITIONS AND LOCATIONS (WENNER 4-PIN SOIL RESISTIVITY TESTS AND SOIL BOX RESISTIVITY TESTS) AT REPRESENTATIVE PIPE INSTALL DEPTHS vi. LABORATORY ANALYSIS OF SOIL SAMPLES FOR PH, CHLORIDES, SULFATES, TOTAL SALTS, AND CONDUCTIVITY vii. DETERMINATION OF THE NEED FOR CORROSION PROTECTION BASED ON SOIL CORROSIVITY CLASSIFICATION/SOIL RESISTIVITY AND RECOMMENDATION OF SUITABLE PIPE, CONSTRUCTION MATERIALS, PIPE PROTECTION METHOD, PIPE EXTERIOR COATINGS, ETC., BASED ON SITE CORROSIVITY. SEE TABLE BELOW. viii. SPECIFY IF THE INVESTIGATION INCLUDES ONLY THE INITIAL PHASE OR ALL FUTURE PHASES PARK CITY MUNICIPAL CORPORATION WATER DATE METALLIC PIPE CORROSION PROTECTION STD. PLAN 10/2020 534.2 REV. 0 b. FOLLOWING PCMC’S RECEIPT AND REVIEW OF THE CORROSION STUDY REPORT, THE DEVELOPER WILL BE NOTIFIED OF THE CITY’S DETERMINATION AS TO REQUIRED PROTECTION OR THE DESIGN TEAM WILL BE REQUESTED TO MEET AND REVIEW THE FINDINGS AND ESTABLISH THE FINAL WATER SYSTEM DESIGN CRITERIA. THE CITY’S REVIEW WILL BE BASED ON THE FOLLOWING TABLE 1: TABLE 1 - SOIL CORROSIVITY CLASSIFICATION VERSUS SOIL RESISTIVITY c. REFER TO PERTINENT PCMC WATER STANDARD PLANS OR PROVIDE CONSTRUCTION DRAWING DETAILS ASSOCIATED WITH CORROSION STUDY RECOMMENDATIONS AND THE PCMC FINAL APPROVED WATER SYSTEM WAX TAPE INSTALLATION PROCEDURES WIRE BRUSH AND SCRAPE THE SURFACE CLEAN OF DIRT, LOOSE COATING AND LOOSE RUST. APPLY A THIN FILM OF WAX-TAPE® PRIMER. IF THE SURFACE IS WET, COLD OR RUSTY, RUB AND PRESS ON PRIMER TO DISPLACE MOISTURE AND ENSURE ADHESION. THEN WRAP WAX-TAPE WRAP USING A 1″ OVERLAP. ON STRAIGHT PIPE APPLY SLIGHT TENSION TO ENSURE CONTACT WITH SURFACE. ON IRREGULAR SURFACES ALLOW SLACK SO THE WRAP CAN BE MOLDED INTO CONFORMITY. IN EITHER CASE, PRESS AND FORM THE WRAP SO THERE ARE NO AIR POCKETS OR VOIDS UNDER THE WRAP. ALSO, PRESS AND SMOOTH OUT THE LAP SEAMS TO ENSURE THEY ARE SEALED AND APPLY OUTERWRAP. THE WRAP DOES NOT REQUIRE CURING OR DRYING TIME SO IT CAN BE BACKFILLED IMMEDIATELY. CORROSIVITY RESISTIVITY, OHM-CM TREATMENT EXTREMELY CORROSIVE LESS THAN 1,000 SITE SPECIFIC DESIGN REQUIRED VERY CORROSIVE 1,000 TO 3,000 SITE SPECIFIC DESIGN REQUIRED CORROSIVE 3,000 TO 6,000 NON-METALLIC PIPE – WAX TAPE COATING SYSTEM ON BOLTS & NUTS, ANODE PROTECTED FITTINGS AND VALVES MODERATELY CORROSIVE 6,000 TO 10,000 NON-METALLIC PIPE - WAX TAPE COATING SYSTEM ON BOLTS AND NUTS ON PIPE, FITTINGS, AND VALVES MILDLY CORROSIVE MORE THAN 10,000 WAX TAPE COATING SYSTEM ON BOLTS AND NUTS ON PIPE, FITTINGS, AND VALVES *ALWAYS REQUIRED UNLESS SOILS TESTING IS PROVIDED PARK CITY MUNICIPAL CORPORATION WATER DATE WATER MAIN AND FIRE LINES STD. PLAN 4/2014 540 S REV. 0 LEGEND AND APPROVED PARTS LIST ITEM DESCRIPTION ACCEPTABLE MANUFACTURER MODELS ① DUCTILE IRON PIPE, 3” TO 12” DIAMETER, PRESSURE CLASS 350, CEMENT-MORTAR LINING, ASPHALTIC INTERIOR/EXTERIOR COATING, AWWA C150 / C151 / C104 U.S. PIPE (1) PACIFIC STATES STANDARD JOINT PIPE: PUSH ON TYTON JOINT U.S. PIPE (1) PACIFIC STATES RESTRAINED JOINT PIPE: THRUST-LOCK TR FLEX ② POLYVINYL CHLORIDE (PVC) PIPE, C.I.O.D., C900, DR 18, INTEGRAL BELL JOINT JM EAGLE (1) STANDARD JOINT PIPE: BLUE BRUTE ③ DUCTILE IRON FITTINGS, 3” TO 12” DIAMETER, FULL BODY, PRESSURE CLASS 350, CEMENT MORTAR LINED, ASPHALTIC EXTERIOR COATING, AWWA C153 / C104 FLANGES: AWWA C110 / C115, CLASS 125 FLANGE WITH FULL FACE OR RING FLANGE-TYTE GASKETS U.S. PIPE (1) PACIFIC STATES PUSH ON STYLE FITTING: TYTON JOINT FLANGED FITTING: U.S. PIPE (1) PACIFIC STATES RESTRAINED JOINT PIPE: THRUST-LOCK TR FLEX ④ FITTINGS – DUCTILE IRON MECHANICAL JOINT PIPE WITH RETAINER GLANDS OR SST TIE ROD / NUT RESTRAINTS, AWWA C110 / C111 / C104 EBBA IRON (1) FITTINGS: MECHANICAL JOINT RETAINER GLANDS: MEGALUG SERIES 1100, STD T- BOLTS AND NUTS ⑤ POLYETHYLENE ENCASEMENT, HIGH DENSITY CROSS LAMINATED (HDCL) POLYETHYLENE FILM, AWWA C105 & AWWA C703E METHODS A & C CHRISTY’S (1) AWWA C703E METHOD A (4 MIL) AT PIPE AND AWWA C703E METHOD C (10 MIL) AT BOLT-TYPE JOINTS, FITTINGS, AND VALVES ⑥DETECTABLE UNDERGROUND WARNING TAPE, 5-MIL MINIMUM, ALUMINUM BACKING, BLUE BACKGROUND, 6” WIDE SETON (1) 85525 ⑦ TRACER WIRE: 12 GA. SOLID, BLUE PVC INSULATION; WIRE-WIRE CONNECTORS SILICONE-FILLED WIRE NUTS CONNECTORS: IDEAL INDUSTRIES (1) TWISTER DB PLUS OR APP’D EQUAL ⑧ WAX TAPE COATING SYSTEM, APPLY TO ALL BURIED BOLTS AND NUTS INCLUDING MECHANICAL JOINT RESTRAINT SYSTEMS, AWWA C 217. REFER TO STD. PLAN 534. DETAIL NOTES 1. COORDINATE PIPE SIZE WITH APPROVED PLANS PRIOR TO ORDERING MATERIALS 2. LOCATE MAIN, FITTINGS, VALVES, AND FIRE LINES PER APPROVED PLANS 3. DUCTILE IRON PIPE IS REQUIRED WHEN WATER SYSTEM DESIGN PRESSURE EXCEEDS 150 PRESSURE RATING 4. PROVIDE “DOMESTIC” DUCTILE IRON FITTINGS 5. PROVIDE DUCTILE IRON RESTRAINED JOINT PIPE ON FIRE LINES, HYDRANT LINES, AND WHERE REQUIRED ON THE APPROVED PLANS 6. PROVIDE 316 STAINLESS STEEL BOLTS AND NUTS WITH ANTI-SEIZE LUBRICATION ON ALL FLANGED CONNECTIONS 7. REFER TO STANDARD PLAN 534 FOR SUPPLEMENTAL EXTERNAL CORROSION PROTECTION REQUIREMENTS. WHEN CATHODIC PROTECTION IS REQUIRED REFER TO STD. PLANS 534-538. 8. REFER TO SPECIFICATIONS FOR FLUSHING, HYDROSTATIC TESTING, AND DISINFECTING REQUIREMENTS 9. (1) DENOTES “OR EQUAL” MANUFACTURER AND MODEL. SUBMIT IN ACCORDANCE WITH CITY STANDARDS PARK CITY MUNICIPAL CORPORATION WATER DATE WATER SERVICE LINE 3/4” TO 2” METERS STD. PLAN 10/2020 541 S REV. LEGEND AND APPROVED PARTS LIST ITEM DESCRIPTION ACCEPTABLE MANUFACTURER MODELS ① BRONZE SERVICE SADDLE: DI & AC PIPE; DOUBLE STRAP PVC PIPE; TWO-PIECE BOLTED MUELLER DI & AC PIPE: BR2B SERIES, 1-1/2” SERVICE, CC THDS; 2” SERVICE FIP THDS PVC PIPE: H-13000 SERIES, 1-1/2” SERVICE, CC THDS; 2” SERVICE FIP THDS FORD DI & AC PIPE: STYLE 202B 1-1/2” SERVICE, CC THDS; 2” SERVICE, FIP THDS PVC PIPE: 1-1/2” SERVICE, STYLE S902, CC THDS; 2” SERVICE, STYLE S912, FIP THDS ② BRASS CORPORATION STOP, INLET IP THREAD, OUTLET CTS COMPRESSION MUELLER B-25008N FORD FB1100-(SERVICE SIZE)-Q-NL ③ POLYETHYLENE ENCASEMENT, HIGH DENSITY CROSS LAMINATED (HDCL) POLYETHYLENE FILM, AWWA C105 & AWWA C703E METHOD C CHRISTY’S OR APPROVED EQUAL AWWA C703E METHOD C (4 MIL) ④ DETECTABLE UNDERGROUND WARNING TAPE, 5-MIL MINIMUM, ALUMINUM BACKING BLUE BACKGROUND, 6” WIDE SETON OR APPV’D EQUAL 85525 ⑤ WATER SERVICE LINE: HIGH-DENSITY POLYETHYLENE TUBING (CTS), BLUE, SDR 9, AWWA C901 1-1/2" DIA. SERVICE: 3/4" AND 1” SINGLE METER 1-1/2" DIA. SERVICE: 3/4” AND 1” DUAL METERS 2" DIA. SERVICE: 1-1/2” AND 2” SINGLE METER 2" DIA. SERVICE: 1-1/2” DUAL METERS ADS OR APPV’D EQUAL ⑥ WATER SERVICE LINE: HIGH-DENSITY POLYETHYLENE TUBING (CTS), BLUE, SDR 9, AWWA C901; OR, TYPE K COPPER, SOFT, AWWA C800 ADS OR APPV’D EQUAL ⑦ TRACER WIRE: 12 GA. SOLID, BLUE PVC INSULATION; WIRE-WIRE CONNECTORS SILICONE-FILLED WIRE NUTS IDEAL INDUSTRIES TWISTER DB PLUS OR APP’D EQUAL DETAIL NOTES 1. COORDINATE SERVICE SIZE WITH CITY PRIOR TO ORDERING MATERIALS 2. LOCATE SERVICE PER APPROVED PLANS 3. NO SERVICE LINE FITTINGS ALLOWED BETWEEN CORPORATION STOP AND METER VAULT CURB STOP VALVE 4. APPLY WAX TAPE COATING SYSTEM TO SERVICE SADDLE BOLTS AND NUTS, AWWA C217. SYSTEM TO INCLUDE FILLER MATERIAL, TAPE COATING, AND PROTECTIVE OUTERWRAP. DENSO NORTH AMERICA, TRENTON, OR APPROVED EQUAL (STD. PLAN 534) METHOD A METHOD B TABLE OF DIMENSIONS OBSTRUCTION SEWER MAIN STORM DRAIN OR CULVERT OTHER 'a'18"SEE STD. PLAN 546 12" MIN 'b'5'-0"3'-0" MIN 5' MIN (7' MIN ABOVE ELEV 7,300') 'a ' FINISH GRADE 'b' SERVICE LINE SERVICE LINE FINISH GRADE 'a ' OBSTRUCTION OBSTRUCTION 'b' NOTES: 1.ALL CULINARY WATER MAINS AND LATERALS SHALL BE INSTALLED ABOVE SEWER LINES UNLESS APPROVED BY PARK CITY AND UTAH DIVISION OF DRINKING WATER. STD. PLANDATE REV. WATER PARK CITY MUNICIPAL CORPORATION 543WATER SERVICE LINE LOOP TABLE OF DIMENSIONS OBSTRUCTION 'a''b' SEWER 18" MIN 20' MIN STORM DRAIN OR CULVERT SEE STD. PLAN 546 O.D. + 6' OTHER 12" MIN O.D. + 4' METHOD A SUPPLY AND INSTALL LOCKING FOLLOWERS (TYP) OBSTRUCTION RESTRAINED SLEEVE OR COUPLINGS (TYP) WATER MAIN (TYP) THRUST BLOCKS AND RESTRAINTS (STD. PLAN 561 AND 562) 'b' 'a ' 24" MIN NOTES: 1.RESTRAINED JOINT PIPE REQUIRED 2.ALL CULINARY WATER MAINS AND LATERALS SHALL BE INSTALLED ABOVE SEWER LINES UNLESS APPROVED BY PARK CITY AND UTAH DIVISION OF DRINKING WATER. STD. PLANDATE REV. WATER PARK CITY MUNICIPAL CORPORATION 544-AWATER MAIN LOOP TABLE OF DIMENSIONS OBSTRUCTION 'a''b' SEWER 18" MIN 20' MIN STORM DRAIN OR CULVERT SEE STD. PLAN 546 O.D. + 6' OTHER 12" MIN O.D. + 4' METHOD B TABLE OF DIMENSIONS OBSTRUCTION 'a' SEWER 18" MIN STORM DRAIN OR CULVERT SEE STD. PLAN 546 OTHER 12" MIN METHOD C WATER MAIN (TYP) RESTRAINED SLEEVE OR COUPLINGS (TYP) OBSTRUCTION SUPPLY AND INSTALL LOCKING FOLLOWERS (TYP) THRUST BLOCKS AND RESTRAINTS (STD. PLAN 561 AND 562) 'b' 'a ' 24" MIN WATER MAIN OBSTRUCTION TO WATER MAIN OR APPURTENANCE 'a ' THRUST BLOCKS AND RESTRAINTS (STD. PLAN 561 AND 562) WATER MAIN SUPPLY AND INSTALL LOCKING FOLLOWERS (TYP) NOTES: 1.RESTRAINED JOINT PIPE REQUIRED 2.ALL CULINARY WATER MAINS AND LATERALS SHALL BE INSTALLED ABOVE SEWER LINES UNLESS APPROVED BY PARK CITY AND UTAH DIVISION OF DRINKING WATER. STD. PLANDATE REV. WATER PARK CITY MUNICIPAL CORPORATION 544-BWATER MAIN LOOP NOTES: HDPE PIPE WATERLINE LOOP MINIMUM REQUIREMENTS: 1.GENERAL: PIPE SHALL BE HDPE 4710 DR11 WITH AN INSIDE DIAMETER EQUAL TO OR GREATER THAN THE CONNECTING PIPE ON BOTH ENDS. 2.PIPE SHALL BE FUSION WELDED ALONG LENGTH AND FULLY RESTRAINED AT TRANSITIONS TO DIFFERING PIPE MATERIALS WITH FLANGES OR OTHER CITY APPROVED METHOD. 3.FITTINGS ALONG THE LOOP LENGTH SHALL BE HDPE UNLESS OTHERWISE APPROVED BY OWNER. 4.BENDING RADIUS NOT TO EXCEED PIPE MANUFACTURES RECOMMENDATIONS. 5.REDUCERS AND TRANSITION COUPLINGS SHALL BE PROVIDED ON BOTH ENDS AS REQUIRED AND SHALL BE HDPE OR DUCTILE IRON. CATHODIC PROTECTION REQUIRED ON FERROUS COMPONENTS PER STD. PLAN 534 6.ALL CULINARY WATER MAINS AND LATERALS SHALL BE INSTALLED ABOVE SEWER LINES UNLESS APPROVED BY PARK CITY AND UTAH DIVISION OF DRINKING WATER. TABLE OF DIMENSIONS OBSTRUCTION 'a''b' SEWER 18" MIN 20' MIN STORM DRAIN OR CULVERT SEE STD. PLAN 546 O.D. + 6' OTHER 12" MIN O.D. + 4' HDPE METHOD 3 SEGMENT HDPE BENDS AS REQUIRED (TYP) OBSTRUCTION RESTRAINED SLEEVE OR COUPLINGS (TYP) WATER MAIN (TYP) 'b' 'a ' FLANGED COUPLING ADAPTER W/ BACK UP RING (TYP) STD. PLANDATE REV. WATER PARK CITY MUNICIPAL CORPORATION 544-CWATER MAIN LOOP ZONE 1 ZONE 2 ZONE 3 10' 6' WA T E R L I N E SA N I T A R Y S E W E R L I N E HORIZONTAL SEPARATION REQUIREMENTS 18 " 18 " ZO N E 2 ZO N E 3 ZO N E 4 ZO N E 1 WATERLINE WATERLINE SANITARY SEWER LINE VERTICAL SEPARATION REQUIREMENTS NOTES: 1.SEE STD. PLAN 547-B FOR HORIZONTAL AND VERTICAL SEPARATION REQUIREMENT NOTES. 2.ALL CULINARY WATER MAINS AND LATERALS SHALL BE INSTALLED ABOVE SEWER LINES UNLESS APPROVED BY PARK CITY AND UTAH DIVISION OF DRINKING WATER. STD. PLANDATE REV. WATER PARK CITY MUNICIPAL CORPORATION 547-A WATER - SANITARY SEWER SEPARATION HORIZONTAL SEPARATION NOTES: 1.ZONE 1:WATER LINE AND SEWER LINE SEPARATED 10 FEET OR GREATER - NO SPECIAL REQUIREMENTS ZONE 2:A) WATER LINE SEPARATED BY AT LEAST 6 FEET AT OUTSIDE PIPE WALLS AND B) BOTTOM OF WATER LINE IS AT LEAST 18 INCHES ABOVE TOP OF SEWER LINE AND C) WATER LINE CONSTRUCTED WITH MECHANICAL, RESTRAINED JOINT PIPE AND SITE SPECIFIC REQUIREMENTS APPROVED BY DIVISION OF ENVIRONMENTAL QUALITY, DIVISION OF DRINKING WATER ZONE 3:WATER LINE AND SEWER LINE SEPARATION LESS THAN 6 FEET - NOT ALLOWED 2.SERVICE LINE TAPS NOT ALLOWED IN ZONE 2. 3.SERVICE LINE TAPS WITHIN ZONE 3 ALLOWED ONLY BY SITE SPECIFIC APPROVAL BY DIVISION OF ENVIRONMENTAL QUALITY, DIVISION OF DRINKING WATER 4.MAINTAIN 10 FEET HORIZONTAL SEPARATION AND 18 INCHES VERTICAL SEPARATION ABOVE SANITARY SEWER FORCE MAINS 5.CONSULT SNYDERVILLE BASIN WATER RECLAMATION DISTRICT FOR SANITARY SEWER REQUIREMENTS AND SEWER LINE MODIFICATIONS VERTICAL SEPARATION NOTES: 1.ZONE 1:WATER LINE ABOVE SEWER LINE AND SEPARATED 18 INCHES OR GREATER - NO SPECIAL REQUIREMENTS ZONE 2:WATER LINE ABOVE SEWER LINE SEPARATED LESS THAT 18 INCHES - LOOP WATER LINE, REFER TO STD. PLAN 543. INSTALL CONTROLLED LOW-STRENGTH MATERIAL (CLSM), “FLOWABLE FILL”, 150 PSI MAXIMUM MIX DESIGN WITHIN WATER PIPE ZONE AND TO 18 INCHES ABOVE SEWER LINE ZONE 3:WATER LINE BELOW SEWER LINE SEPARATED LESS THAN 18 INCHES - LOOP WATER LINE, REFER TO STD. PLAN 543. INSTALL CONTROLLED LOW-STRENGTH MATERIAL (CLSM), “FLOWABLE FILL”, 150 PSI MAXIMUM MIX DESIGN WITHIN WATER PIPE ZONE AND TO 18 INCHES ABOVE SEWER LINE ZONE 4:WATER LINE BELOW SEWER LINE SEPARATED GREATER THAN 18 INCHES - CENTER ONE FULL UNCUT LENGTH OF WATER PIPE OVER THE CROSSING AND PROVIDE MECHANICAL RESTRAINED PIPE JOINTS UNTIL THE WATER PIPE EXTENDS TO A DISTANCE OF 10 FEET PERPENDICULAR TO EACH SIDE OF THE SEWER LINE. INSTALL CONTROLLED LOW-STRENGTH MATERIAL (CLSM), “FLOWABLE FILL”, 150 PSI MAXIMUM MIX DESIGN WITHIN WATER PIPE ZONE AND TO 18 INCHES ABOVE SEWER LINE 2.SERVICE LINE TAPS NOT ALLOWED IN ZONES 2 AND 3. 3.MAINTAIN 10 FEET HORIZONTAL SEPARATION AND 18 INCHES VERTICAL SEPARATION ABOVE SANITARY SEWER FORCE MAINS 4.CONSULT SNYDERVILLE BASIN WATER RECLAMATION DISTRICT FOR SANITARY SEWER REQUIREMENTS AND SEWER LINE MODIFICATIONS 5.ALL CULINARY WATER MAINS AND LATERALS SHALL BE INSTALLED ABOVE SEWER LINES UNLESS APPROVED BY PARK CITY AND UTAH DIVISION OF DRINKING WATER. STD. PLANDATE REV. WATER PARK CITY MUNICIPAL CORPORATION 547-B WATER - SANITARY SEWER SEPARATION PARK CITY MUNICIPAL CORPORATION WATER DATE BURIED VALVE AND VALVE BOX STD. PLAN 4/2014 570 S REV. LEGEND AND APPROVED PARTS LIST ITEM DESCRIPTION ACCEPTABLE MANUFACTURER MODELS ① BUTTERFLY VALVE, NRS, AWWA C504 CLASS 250B, 250 PSI, SST BONNET BOLTS, FLANGED END CONNECTIONS MUELLER LINESEAL XPII, 5227 SERIES CLOW MODEL 4500 ② GATE VALVE, NRS, AWWA C509, 250 PSI, SST BONNET BOLTS, END CONNECTIONS PER FOLLOWING: ON TEES: FLG x FLG IN-LINE VALVES: MJ x MJ OTHERS: MJ x MJ, OR PER DESIGN MUELLER SERIES 2360 CLOW MODEL 2639 ③ POLYETHYLENE ENCASEMENT, HIGH DENSITY CROSS LAMINATED (HDCL) POLYETHYLENE FILM, AWWA C105 & AWWA C703E METHOD C CHRISTY’S OR APPROVED EQUAL AWWA C703E METHOD C (4 MIL) ④ VALVE BOX, CAST IRON, TWO PIECE, SLIP TYPE WITH CAST IRON DROP-IN COVER MARKED AS FOLLOWS: ISOLATION VALVE: “WATER” BUTTERFLY VALVE: “BFV” ZONE VALVE: “ZONE” FIRE LINE VALVE: “FIRE” VALVE BOX RISER: LIMIT ONE PER VALVE BOX D&L SUPPLY OR APPV’D EQUAL BOX AND LID: M-8042 RISER: M-8049 THRU M-8055 EXTENSION: M-8070 DETAIL NOTES 1. VALVES TO BE RATED FOR WORKING AND TEST PRESSURE OF WATER MAIN 2. PROVIDE FUSION BONDED EPOXY COATING ON GATE VALVE AND BUTTERFLY VALVE INTERIOR AND EXTERIOR 3. PROVIDE 316 SST BOLTS AND NUTS WITH ANTI-SEIZE LUBRICANT ON FLANGED CONNECTIONS 4. DO NOT LOCATE VALVE AND VALVE BOX WITHIN CURB OR GUTTER 5. CENTER VALVE BOX ON VALVE OPERATING NUT 6. SET VALVE BOX PLUMB WITHOUT DEFLECTIONS IN VALVE BOX JOINTS 7. PROVIDE ADDITIONAL SLIP BASE FOR VALVE BOX ON 7’ BURY WATER MAIN 8. APPLY WAX TAPE COATING SYSTEM TO VALVE BONNET BOLTS AND ALL OTHER BURIED BOLTS AND NUTS, AWWA C217. SYSTEM TO INCLUDE FILLER MATERIAL, TAPE COATING, AND PROTECTIVE OUTERWRAP. DENSO NORTH AMERICA, TRENTON, OR APPROVED EQUAL (STD. PLAN 534) LO W P R E S S U R E (1 5 0 P S I ) HI G H P R E S S U R E (2 5 0 P S I ) BA S I C V A U L T - P L A N V I E W NT S NO T E : 1. FO R G E N E R A L N O T E S , S E E S T D . P L A N 5 7 3 - A , A N D F O R K E Y E D I T E M S , SE E S T A N D A R D P L A N 5 7 3 - C . 3 A N D C . 4 . 2. SE E P R O J E C T S I T E P L A N F O R A C T U A L L O C A T I O N O F V E N T S T A N D P I P E S , HA T C H , S U M P , A N D H I G H / L O W P R E S S U R E S I D E S . 1 57 3 - D . 1 AI R V E N T ST A N D P I P E AI R V E N T ST A N D P I P E FO R A I R RE L E A S E VA L V E S , S E E ST D . P L A N 5 7 6 FO R D E T A I L S 21 18 5 4 23 17 22 17 ' - 6 " 2' X 2 ' S U M P 29 SL O P E T R E N C H T O DR A I N ( 1 % M I N ) 8'-0" 2'-8" 3'-6"1'-0"3'-6" B 57 3 - C . 2 1 57 3 - D . 1 AI R V E N T ST A N D P I P E 45 18 24 1' - 6 " (T Y P ) 6" (T Y P ) 24 20 3 32 11 7 320 1% S L O P E 16 26 13 14 12 15 10 6 8 9 1%SL O P E 7 17 10 15 13 1% S L O P E 573-C.1 # STD. PLANDATE REV. WATER PARK CITY MUNICIPAL CORPORATION PRESSURE REDUCING VALVE VAULT 33 34 MATERIAL LIST ITEM PRESSURE REDUCING VALVE VAULT 6" CLA-VAL X 43 H (H STYLE STRAINER), FLANGED ENDS, 10 MESH SCREEN, CAGE SUPPORT, AND O-RING 6" RESILIENT SEAT VALVE, FL X FL W/HAND WHEEL AND POSITION INDICATOR 6" PRESSURE REDUCING VALVE, CLA-VAL MODEL 92-01, STRAINERS, FLOW CONTROL SHUT OFF COCKS, FLOW STABILIZER, STAINLESS STEEL TRIM, FLANGE X FLANGE, PRESSURE SUSTAINING VALVE IS REQUIRED UNLESS NOTED OTHERWISE) 6" DISMANTLING JOINT, ROMAC DJ 400, OR EQUAL. 1" COMBINATION AIR VALVE WITH BALL VALVE ISOLATION, CLA-VAL MODEL 361-CAV564.3 OR EQUAL. VENT ABOVE GRADE. OBTAIN OWNER APPROVAL FOR VENT PIPE ROUTING. SEE STD. PLAN 576 FOR DETAILS (SIMILAR). 6" X 6" X 2" DI TEE FL X FL X IP THREAD WITH TAP FOR PRESSURE GAUGE (ITEM 17), AND HOSE BIBBS (ITEM 22), AND AIR VALVE (ITEM 10) 2" BRASS OR RIGID COPPER PIPE, SCHEDULE 40, THREADED, TYPICAL 2" BRONZE 90° ELBOW, THREADED 2" BRONZE UNION COUPLING, THREADED 2" THREADED BRONZE BALL VALVE WITH HANDLE, 300 PSI, MUELLER 300 2" LIQUID FILLED PRESSURE GAUGE, GRADE B, UPSTREAM (0-300 PSI) DOWNSTREAM (0-200 PSI), THREADED, WITH STEM VALVE - SEE STD. PLAN 573-D.1 8" MJ SOLID SLEEVE, MEGA-LUG RESTRAINTS WITH COR-TEN TEE BOLTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 STD. PLANDATE REV. WATER PARK CITY MUNICIPAL CORPORATION 573-C.3 PRESSURE REDUCING VALVE VAULT MATERIAL LIST (CON'T) ITEM PRESSURE REDUCING VALVE VAULT 2" STEEL PIPE SUPPORT STAND, ADJUSTABLE (2 REQUIRED ON 6" PIPE SYSTEM, 2 REQUIRED ON 2" PIPE SYSTEM), SEE STD. PLAN 578 CORE DRILL OPENING WITH LINK-SEAL PIPE-TO-WALL SEAL. TYPICAL ON ALL OPENING. FILL OUTSIDE OPENINGS WITH NON-SHRINK GROUT AND CAULK DRAIN SUMP, PIPE TO DAYLIGHT WITH DRAIN PIPE AND #4 SST RODENT PROTECTION SCREEN ON END OF PIPE. ROUTE AS SHOWN ON SITE PLAN. IF NO PIPE-TO-DAYLIGHT OPTION IS AVAILABLE, INSTALL A SUMP PUMP. SEE STD. PLAN 573-D.2 3/4" HOSE BIBBS, I.P. THREAD - SEE STD. PLAN 573-D.1 VAULT IN ACCORDANCE WITH 573-A AND 573-B A. PRECAST CONCRETE VAULT RATED FOR HS-20 LOADING. MAY BE CAST IN PLACE PER CITY APPROVAL. PROVIDE STAMPED STRUCTURAL DRAWINGS B. WATERPROOF OUTSIDE WALLS AND TOP SLAB PER IBC CODE FOR BURIED FOUNDATIONS MECHANICAL JOINT DUCTILE IRON RETAINER GLAND WITH CONCRETE THRUST BLOCK, REINFORCE CONCRETE WITH (4) #4 EACH SIDE OF PIPE. 6"X6"X3" DI TEE FLANGE X FLANGE X FLANGE 2" CLA-VAC X 43H (H STYLE STRAINER), FLANGED ENDS, 10 MESH SST SCREEN, CAGE SUPPORT, AND O-RING 3" PRESSURE RELIEF VALVE, CLA-VAL MODEL 50A-01 BKCX WITH MOUNTED LIMIT SWITCH OR MICRO SWITCH WITH SCADA CONNECT FOR "OPEN" ALARM CONDITION, SEE STD. PLAN 573-D.2 IN-LINE GAUGE PRESSURE TRANSMITTER, ROSEMOUNT MODEL 3051TG 800 PSI ASSEMBLED TO INTEGRAL, 2-VALVE, ROSEMOUNT 306 MANIFOLD. SEE STD. PLAN 573-D.1. 4-20 MA ANALOG FRP GRATING, 1-1/2" THICK MIN. AND RATED FOR 300 LB/FT PEDESTRIAN TRAFFIC. INSIDE TRENCH WIDTH TO BE 8" MINIMUM, AND 2-1/2" DEEP. VAULT LADDER, SEE DETAIL 7 ON 573-D.4 SUMP PUMP: 2" SUMP PUMP, TSURUMI MODEL HSZ2.4S-62 OR EQUAL. SUMP PUMP REQUIRED IF DRAIN TO DAYLIGHT NOT AVAILABLE, SEE STD. PLAN 573-D.2 6" DI PIPE. IF VAULT HAS POWER, THIS ITEM SHALL BE REPLACED WITH ITEMS 25 AND 27. 19 20 21 22 23 24 25 26 27 28 29 30 31 32 STD. PLANDATE REV. WATER PARK CITY MUNICIPAL CORPORATION 573-C.4 PRESSURE REDUCING VALVE VAULT 6" MAG METER. 33 2" MAG METER. 34 PARK CITY MUNICIPAL CORPORATION WATER DATE AIR RELEASE / CAV MANHOLE STD. PLAN 10/2020 574 S REV. LEGEND AND APPROVED PARTS LIST ITEM DESCRIPTION ACCEPTABLE MANUFACTURER MODELS ① 5’ DIA. MANHOLE, PRECAST CONCRETE ECCENTRIC CONE AND WALL SECTIONS ASTM C 478 ② MANHOLE FRAME AND COVER (STD. PLAN 529) ③ POLYPROPYLENE ENCASED GRADE 60 STEEL STEPS AT 13” C-C, 13-1/2” TREAD WIDTH M.A. INDUSTRIES OR APP’D EQUAL PS2-PFDF ④ VALVE LARGER THAN 2”: DUCTILE IRON FLANGED TEE WITH 4” BLIND FLANGE BRONZE AND NPT SERVICE TAP VALVE 2” AND SMALLER: BRONZE SERVICE SADDLE DI MAIN; DOUBLE STRAP PVC MAIN; TWO-PIECE BOLTED MUELLER DI PIPE SADDLE: BR2B SERIES, I.P. THDS; PVC PIPE SADDLE: H-13000 SERIES, I.P. THDS FORD DI PIPE SADDLE: STYLE 202B I.P. THDS; PVC PIPE SADDLE: STYLE S92, I.P. THDS ⑤ BRASS CORPORATION STOP, INLET I.P. THREAD, OUTLET F.I.P. THREAD (VALVE INLET SIZE) MUELLER B-20046N FORD FB1100-(SERVICE SIZE)-Q-NL ⑥ BRONZE ANGLE VALVE, 300 PSI (VALVE INLET DIAMETER) ⑦BRASS NIPPLES X LENGTH AS REQUIRED, M.I.P., (VALVE INLET DIAMETER) ⑧ BRASS 900 ELBOW, F.I.P. (VALVE INLET/OUTLET DIAMETER) ⑨ COMBINATION AIR VACUUM / RELEASE VALVE, NPT, SIZE PER ENGINEER DESIGN AND APPROVED PLANS ⑩ BRONZE TEE, F.I.P., THREADED, (VALVE OUTLET DIAMETER X 3/4" DIA.) ⑪ DRAIN ASSEMBLY: 3/4” DIA. BRASS CLOSE NIPPLE, M.I.P.; 3/4" BRONZE BALL VALVE; 3/4" BRONZE PLUG MUELLER SERIES 300 VALVE; H-10035 ⑫ BRONZE UNION, (VALVE OUTLET DIAMETER) ⑬ CAV ASSEMBLY SUPPORT, (1) 16”X8”X8” CMU BLOCK ⑭ 5/8” DIAMETER GALVANIZED STEEL ROD WITH 3” DIAMETER HAND WHEEL TO FORM EXTENSION, TOGETHER WITH A GALVANIZED EYELET STANDOFF ⑮ LIFTING EYE ABOVE AIR VALVE, GALVANIZED ⑯ TRACER WIRE: 12 GA. SOLID, BLUE PVC INSULATION; WIRE-WIRE CONNECTORS SILICONE-FILLED WIRE NUTS IDEAL INDUSTRIES TWISTER DB PLUS OR APP’D EQUAL DETAIL NOTES 1. ALL VALVES AND FITTINGS SHALL BE RATED FOR THE SAME WORKING AND TEST PRESSURES AS THE CONNECTED WATERLINE 2. LOCATE VALVE, VAULT, AND AIR VENT PER APPROVED PLANS AND SET VAULT PLUMB 3. REFER TO STD. PLAN 575 FOR HEAT TRACE REQUIREMENTS 6" MI N TRACER WIRE (STD. PLAN 540, 541 AND 542) WARNING TAPE, 12" ABOVE TOP OF PIPE (STD. PLAN 540, 541 AND 542) ENGINEER DIRECTED STABILIZATION ROCK AS REQUIRED. ENCASE DRAIN ROCK IN NON-WOVEN GEOTEXTILE MATERIAL PI P E Z O N E SE E N O T E 2 PI P E B E D D I N G SE E N O T E 3 VA R I E S TR E N C H Z O N E , SE E N O T E 1 5' M I N ( 7 ' M I N A B O V E E L E V 7 3 0 0 ' ) , 10 ' M A X 12 " MI N NOTES: 1.TRENCH ZONE WATER MAIN, FIRE LINE, AND APPURTENANCES: BACKFILL AND COMPACT PER PCMC DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE REQUIRED BY SPECIAL CONDITIONS WATER SERVICE - NEW PAVEMENT AND LANDSCAPE AREA: BACKFILL AND COMPACT PER PCMC DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE REQUIRED BY SPECIAL CONDITIONS WATER SERVICE - EXISTING ROADWAY AND PAVED AREA: BACKFILL TO PAVEMENT DEPTH WITH CONTROLLED LOW-STRENGTH MATERIAL (CLSM), "FLOWABLE FILL", 100 PSI MINIMUM AND 150 PSI MAXIMUM MIX DESIGN. 2.PIPE ZONE BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. THE MATERIAL AND BACKFILL ZONES SHALL BE AS SPECIFIED BY THE APPLICABLE AWWA STANDARD FOR THAT PIPE TYPE. DO NOT DROP PIPE OR ACCESSORIES INTO THE TRENCH. AS A MINIMUM: WATER MAIN, FIRE LINE, AND APPURTENANCES: SAND OR 3/4" MAXIMUM PARTICLE SIZE ROADBASE COMPACT TO 96% OF MODIFIED PROCTOR DENSITY WATER SERVICE: SAND COMPACTED TO 96% OF MODIFIED PROCTOR DENSITY 3.PIPE BEDDING WATER MAIN, FIRE LINE, AND APPURTENANCES: SAND OR 3/4" ROADBASE COMPACT TO 96% OF MODIFIED PROCTOR DENSITY WATER SERVICE: SAND COMPACTED TO 96% OF MODIFIED PROCTOR DENSITY A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. STONES LARGER THAN 3/4" AS DESCRIBED IN NOTE 2 SHALL BE REMOVED FOR A DEPTH OF AT LEAST 6 INCHES BELOW THE BOTTOM OF THE PIPE. 4.PROVIDE TRENCH PLATING AS REQUIRED FOR CLSM BACKFILL INSTALLATIONS 5.COMPLY WITH APPLICABLE PARK CITY SOILS ORDINANCE REQUIREMENTS WATERLINE (STD. PLAN 540, 541 AND 542) FINISH GRADE 12" CLR MIN 24" CLR MAX STD. PLANDATE REV. WATER PARK CITY MUNICIPAL CORPORATION 580 WATER TRENCH BEDDING AND BACKFILL PARK CITY MUNICIPAL CORPORATION WATER DATE NFPA 13D RESIDENTIAL FIRE SPRINKLER LINES STD. PLAN 5/2014 595 S REV. 0 DETAIL NOTES 1. REFER TO STD. PLAN 520 FOR GENERAL REQUIREMENTS – METER, METER VAULT, AND SERVICE LINE 2. REFER TO STD. PLANS FOR WATER SERVICE REQUIREMENTS 3. REFER TO THE STATE OF UTAH, DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF DRINKING WATER LIST OF APPROVED BACKFLOW PREVENTION DEVICES. APPROVED DEVICES CAN BE FOUND AT THE FOLLOWING STATE OF UTAH WEBSITE: HTTP://DRINKINGWATER.UTAH.GOV/DOCUMENTS/COMPLIANCE/APPENDIXB_1-19-11.PDF 4. BACKFLOW ASSEMBLY SELECTION AND INSTALLATION SHALL CONFORM TO THE APPROVED INSTALLATION ORIENTATION ONLY. 5. ALL BACKFLOW PREVENTION DEVICES USED WITHIN THE STATE OF UTAH SHALL HAVE THIRD PARTY CERTIFICATION AS MENTIONED ABOVE. 6. ALL BACKFLOW PREVENTERS HAVE TO BE TESTED PERIODICALLY TO ENSURE THAT THEY ARE FUNCTIONING PROPERLY. A VISUAL CHECK OF AIR GAPS IS SUFFICIENT, BUT MECHANICAL BACKFLOW PREVENTERS HAVE TO BE TESTED BY A STATE CERTIFIED BACKFLOW SPECIALIST, WITH PROPERLY CALIBRATED GAUGE EQUIPMENT. TO OBTAIN A LIST OF STATE CERTIFIED TESTERS EITHER CALL US OR REFER TO THE STATE OF UTAH WEBSITE PAGE OF BACKFLOW TESTERS. HTTP://WWW.DRINKINGWATER.UTAH.GOV/DOCUMENTS/COMPLIANCE/BACKFLOW_TECHNICIANS_CO MMER_AVAIL.PDF 7. FIRE SPRINKLER SYSTEM PUMPS, INTEGRAL TO THE FIRE SPRINKLER PIPING, TO MEET FIRE SPRINKLER PRESSURE DESIGN REQUIREMENTS ARE CONSIDERED OUTSIDE THE INTENT OF UTAH DDW REGULATION R309-550-11(3) AND DO NOT REQUIRE APPROVAL OF THE DDW IF THEIR INSTALLATION CONFORMS TO UTAH ADOPTED PLUMBING CODE AND NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13 D. PUMPS SHALL BE CONNECTED ON THE BUILDING SIDE OF THE WATER METER VAULT AND SHALL BE APPROVED BY THE CITY ENGINEER AND BUILDING DEPARTMENT. PARK CITY MUNICIPAL CORPORATION WATER DATE WATERLINE CASING STD. PLAN 4/2014 597 S REV. LEGEND AND APPROVED PARTS LIST ITEM DESCRIPTION ACCEPTABLE MANUFACTURER MODELS ① CASING END SEAL PIPELINE SEAL AND INSULATOR, INC MODEL “S” ② CASING SPACER PIPELINE SEAL AND INSULATOR, INC. C12G-2 OR APPROVED EQUAL ③ CARRIER PIPE: DUCTILE IRON RESTRAINED JOINT (STD. PLAN 540) DETAIL NOTES 1. PROVIDE CARRIER AND CASING SIZE, LOCATION, AND DEPTH PER APPROVED PLANS 2. INSTALL MECHANICAL JOINT A MAXIMUM OF 18” FROM EACH END OF CASING 3. IF REQUIRED BY APPROVED PLANS, INSTALL CLOSED CELL INSULATION IN ANNULAR SPACE BETWEEN CARRIER PIPE AND CASING. INSTALLATION METHOD TO BE APPROVED BY CITY.   PUBLIC WATER SYSTEM  FIELD OBSERVATION  GUIDELINES    FOR PROJECTS WITHIN THE  PARK CITY WATER SERVICE DISTRICT          FORWARD      This manual provides information to assist the field representative in his duties of observing the  progress and quality of public water line construction within the Park City Water Service  District, Park City, Utah, and determining if the work is proceeding in accordance with Park City  Design Standards, Construction Specifications and Standard Drawings. The information,  checklists and procedures included in the manual are not all inclusive, but are intended to serve  as guidelines for the performance of periodic construction observations, required sampling and  testing observation by the field representative.  It is important that field representatives  contact the Project Manager or the Park City Engineer for clarification if there are any  questions related to the requirements of the Park City Design Standards, Construction  Specifications, and Standard Drawings.       DISINFECTING    All new water mains, services, and appurtenances shall be disinfected in accordance with  AWWA Standard C651‐05.    The method typically employed by the Contractor to disinfect new water distribution systems is  to place calcium hypochlorite granules in the pipeline as it is being installed. Reference Park City  Design Standards and Construction Specifications, Appendix 703A. The field representative  should pay special attention to the following items:   Refer to Table No. 1 of the above referenced Appendix for the number of ounces to be  used per pipe diameter and pipe interval to achieve the necessary disinfection  concentration.   Active chlorine content of disinfecting solution within water service tubing (CTS) for  water services shall not exceed 12%.     Water mains shall be filled slowly to prevent "pushing" the calcium hypochlorite  granules to one end of the pipe line. If the new water lines are to be filled by introducing  water from the existing water distribution system, via opening the isolation valve  between the two systems, the field representative shall monitor the opening of the  valve. The field representative shall pay special attention to the following during water  system filling by the Contractor:  1. Verify that the static water pressure of the distribution system (typically 40 psi) is  capable of overcoming the static head required to fill the new water line.  2. Be certain a means of releasing air at the high point of the water system to be filled  is provided and is open.  3. The isolation valve shall be opened only slightly (existing water system valves are to  be operated only by Water Operations staff).  4. Listen for water passing the valve. The valve shall be closed immediately if it appears  that the water pressures begin to equalize on each side of the valve. Backflow of  chlorinated water into the existing water distribution system must not occur.   After the water mains and services have been filled by the Contractor, the field  representative shall sample and test the water for chlorine concentration. Observe the  following:  1. Select sampling frequency and locations to achieve representative samples. Typical  locations for samples at water meter services, taps or fire hydrants. The sampling  frequency will depend on length of the water line being chlorinated, availability of  sampling points, and results of chlorination concentration tests.   The field representative should observe the disinfection of the interior of all pipe,  fittings, valves, tapping sleeves, and other materials when existing water mains are cut  into or repaired.  The Contractor can accomplish this by swabbing the materials with a  hypochlorite solution. Reference Park City Design Standards and Construction  Specifications, Appendix A.   Remember: Good disinfection practices improve the opportunity for successful  bacteriological test results.     WATER SYSTEM FLUSHING  Flushing of the installed water system is to be completed in two steps. The initial flushing is to  be performed following installation and disinfection of the water main but prior to hydrostatic  testing. The final flushing is to be performed following hydrostatic testing and leakage testing.  INITIAL FLUSHING  The following items should be considered by the field representative and may need to be  reviewed with the Park City Engineer:  1. When notified that the Contractor intends to begin the initial flushing but before the  Contractor utilizes water contact the Park City Water Department to be certain that  water is available from the City for flushing purposes. Inform the Contractor not to  begin flushing without authorization (existing water system valves are to be operated  only by Water Operations staff).  2. Review with the Contractor the proposed discharge location for flushing operations and  the method by which the Contractor intends to control the discharge of chlorinated  water from the water system. Fire hydrants are not acceptable points for initial  flushing operations.    Typically, Contractors will discharge the water into a water truck or tank and haul the  water offsite for disposal. Chlorinated water shall not be allowed to be discharged in a  manner that it could now onto vegetation or into streams, waterways, storm drains or  sanitary sewer systems.  3. Determine the required diameter of opening(s) for discharge from the water line. The  opening must be sized to achieve velocities capable of moving dirt and rock through the  pipe, approximately 6 to 8 feet per second. Note that required flowrate and opening  size(s) referenced in AWWA Table 3 Required Flow and Openings to Flush Pipelines, is  based on only 2.5 feet per second velocity at 40 psi pressure.  Required opening size will  be determined based on site specific available water system pressure to achieve the  required velocity.  4. Determine the total volume of water to be expelled from the section of water system  being flushed. The entire contents of the water line must be discharged and replaced  with new water. To determine the volume required, ensuring that the entire pipe line  has been flushed, utilize  the following formula:  V=(πd2/4)( L)(7.481);  where:     V = volume (gallons)  π/4 = area      d = pipe diameter (feet)      π = 3.141  5. If the section of water line to be flushed is very long, making the transport of sediment  and rock to the discharge location may be difficult, an intermediate discharge location  for flushing should be considered. The end of a fire service line, prior to setting the  hydrant, or a properly sized service tap could be utilized.  6. After initial flushing has been completed, perform sampling and testing for "low"  chlorination concentration.    FINAL FLUSHING  1. Utilize the same procedure for final flushing as for initial flushing, except that concerns  regarding the chlorine concentration of discharge water do not apply.  2. Fire hydrants are to be flushed and can be utilized as flushing locations.  3. Services are to be flushed at the meter vaults.  Proper flushing of the service lines is  important since water samples for bacteriological testing are typically taken at the  service lines.       HYDROSTATIC TESTING  Hydrostatic testing is required for every section of water main (valve to valve). Testing every  section is intended to test both sides of isolation valves to ensure proper functioning of the  valve. Prior to hydrostatic testing and leakage testing the water system should be flushed and  tested for proper disinfection.  HYDROSTATIC TESTING  The specified hydrostatic test pressure is to be met at the highest elevation in the section of  water line being tested. The specified test pressure shall be achieved by means of a Contractor  supplied pump/gauge system connected to the pipe. The gauge shall have sufficient increments  to enable accurate readings to be taken.  To achieve proper hydrostatic test pressure at the highest elevation of the water line section  being tested, consider the locations available for installing the testing apparatus. To determine  the required test pressure at the test gauge, utilize the following formula:  Pg = Pr + (Hv – Hg) / 2.31;  where: Pg = required gauge pressure reading (psi)  Pr   = required test pressure (psi)  Hv  = elevation at highest valve (feet)  Hg = elevation at gauge (psi)  Note: 1 psi = 2.31 feet of elevation, or 0.43 psi X elevation difference in feet.  The following items should be considered and may need to be reviewed with the Park City  Engineer:   The possibility of requiring/requesting a water valve to be installed in the water main to  reduce the pressure difference in the water line to be tested. This may occur when  there is a significant difference in elevation between water valves;   The installation of an additional service tap to accommodate proper testing.   In achieving the required hydrostatic pressure at the highest elevation of the water line  section being tested, the hydrostatic pressures at the lowest elevation may exceed  acceptable pressures for the pipe, valves or fittings. Typically, if the calculated pressure  at the lowest elevation exceeds 300 psi, the City Engineer should be notified before  testing is performed.     HYDROSTATIC TESTING  The field representative shall perform all sampling for bacteriological testing and deliver  samples to the Summit County Health Department (or a pre‐approved state certified  laboratory) for analysis. To achieve consistent and representative sampling, the following  procedures shall be observed by the field representative:   Select the location and number of samples to be taken. Samples are typically taken at water  meter services and ends of the water line. Intervals of 200 feet between sampling locations  is preferred.   Procedures for obtaining samples for bacteriological testing of the water system are as  follows:  1. Obtain sample bottles from the Public Works Water Department office or Summit  County Health Department, if not available in the office.  2. When sampling, first disinfect or sterilize the discharge area.  3. Open the control valve slowly and allow water to flow for a short period.  4. Close the valve slightly to reduce the flowrate and fill the sample bottle to the fill line.  Place the lid on the sample bottle and seal shut. Note: Be sure to identify the location of  the sample bottle before obtaining other samples.   After all samples are taken, complete the identification form and add other pertinent  information to each sample bottle. Reference the sample identification form contained in  the Report Forms and Checklists section of this manual. Note: Pay special attention to Item  No. 2, "Investigative Sample (not included on official records)” on the identification form.  Always check this box on the form.       FIELD OBSERVATION REPORT FORMS AND CHECKLISTS  This section includes typical forms checklists that are to be used as generalized guidelines to  assist in the verification of the material and dimensional requirements of the Park City Design  Standards and Construction Specifications.  Field Representatives are to utilize the checklists  during water system construction to assist the Contractor in understanding the requirements of  the final product and during the final walk‐through to verify consistency with the standards and  specifications.  Additionally, the fire hydrant inspection forms, illustrating the placement of a  fire hydrant in three different terrain conditions, are to be completed during the Final Walk‐ through to provide the Park City Engineer with information regarding the hydrant's installed  elevation and location relative to the curb and gutter and the auxiliary valve.     FIELD OBSERVATION QUICK CHECKLIST    WATER LINE INSTALLATION:  □ Verify that marking tape and locator wire is installed above the water main in the trench  □    Verify that water main is bedded with approved gravel‐sand material  □ Verify that water main is installed at proper horizontal location (within pavement and  inside of curb & gutter limits) and depth. Require additional survey staking be provided if  necessary to determine design grades and curb & gutter alignment  □    Verify that correct polyethylene encasement is provided and properly installed  □    Verify that wax tape coating system is provided and properly installed on all buried bolts  & nuts.  Verify the cathodic protection system (if required) is provided and properly  installed.  □ Verify that thrust blocking is of adequate size, extended to undisturbed soil and that the  pipe is wrapped with polyethylene before concrete is placed  □ Verify that service taps are at 45 degrees to the main with 2 feet minimum separation  □ Verify that every service corporation stop is open. This can be verified during flushing  procedures  □ Verify that water valves are properly set, valve boxes are clear of debris, and that a valve  key can be placed on the valve. This must be verified during the final walk‐through  FIELD OBSERVATION QUICK CHECKLIST  FIRE HYDRANT INSTALLATION: □ Verify that adequate gravel is placed around the fire hydrant base  □ Verify that thrust blocking is properly placed and fire hydrant drain ports are not covered  by concrete.  □ Flush fire hydrant drain ports. Close main hydrant valve to the position at which the  drains open and allow flow through the drains under pressure for about ten seconds to  flush the drains. Then close hydrant valve completely.  □ Check fire hydrant barrels for drainage. Remove nozzle cap, open hydrant valve, allow  hydrant to run briefly and close hydrant valve. Place palm of hand over nozzle outlet.   Drainage should be sufficient to create a suction.  □ Check fire hydrant nozzle caps for thread damage from impact or cross threading  □ Verify that the auxiliary valve is in the wide open position.  □ Verify that fire hydrant markers are installed  □ Verify that fire hydrant is properly extended above grade and hydrant pad is properly  constructed. See Fire Hydrant Inspection Sheet.       FIELD OBSERVATION QUICK CHECKLIST  WATER METER INSTALLATION:   □ Verify that meter service assembly materials are in accordance with Checklist.  See  checklists for specific size water meter.  □ Verify that water meter box is adjusted to grade. See meter box adjustment detail sheet.  □ Verify that water meter box is located properly. Require additional staking as required for  verification.  TYPICAL PROCESS FOR WATER SYSTEM CONSTRUCTION    1. INSTALL WATER MAIN AND FIRE  HYDRANTS            2. INSTALL WATER SERVICES        3. INITIAL FLUSHING OF WATER MAIN        4. INITIAL FLUSHING OF WATER SERVICES    5. PERFORM HYDROSTATIC AND LEAKAGE  TESTING ON WATER MAIN    6. PERFORM HYDROSTATIC AND LEAKAGE  TESTING ON FIRE HYDRANTS & WATER  SERVICES    7. FINAL FLUSHING OF WATER MAIN    8. FINAL FLUSHING OF FIRE HYDRANTS &  WATER SERVICES    9. PERFORM BACTERIOLOGICAL TESTING    10. ALLOW ACTIVATION OF WATER SYSTEM      If the Contractor elects to perform  hydrostatic testing of water services  independently of the water main, Items 3, 5,  7 and 9 will be performed on the water  main prior to installation of the water  services.    If water services are installed after water  main testing, the each services must be  disinfected separately.    Sampling and testing for "high" chlorine  concentration is performed prior to initial  flushing.                      Sampling and testing for "low" chlorine  concentration is performed following final  flushing.          Permanent opening of isolation valves upon  receipt of successful bacteriological test  results.    WATER SYSTEM TESTING SUMMARY REPORT PROJECT # WATER SYSTEM SECTION DISINFECTION: 703.2.12C & J GRANULAR INJECTION, WHERE: SAMPLE LOCATION: TIME CHLORINE, PPM START: END: RESULT:PASS DISPOSAL OF CHLORINATED WATER: FLUSHING: 703.2.12A MAIN: LENGTH OF SECTION: PIPE MAT'L: PIPE DIAMETER:inchesfeet OTHER FLUSH ORIFICE SIZE:STATION: ESTIMATED TO BE FLUSHED:gal. ESTIMATED DURATION:min. min. INITIAL ACTUAL DURATION: FINAL INITIALS DATE: SERVICES: DATE:INITIAL FINAL INITIALS HYDRANTS: INITIAL FINAL INITIALS INITIAL FINAL INITIALS INITIAL FINAL INITIALS SAMPLE TAKEN BY:P.O. No.: SAMPLES DELIVERED TO:DATE:TIME: SAMPLES ANALYZED BY: SAMPLE NO. 1 TAKEN AT:PASS FAIL SAMPLE NO. 2 TAKEN AT:PASS FAIL SAMPLE NO. 3 TAKEN AT:PASS FAIL DATE OF RESULT:(REFERENCE ATTACHED TESTING REPORT) PROJECT NAME CONTRACTOR TYPE OF CHLORINE: DATE FAIL INITIALS inches LOT No's: STATION: STATION: STATION: BACTERIOLOGICAL SAMPLING: 703.2.12M CITY WATER USED DATE OF SAMPLE: WATER SYSTEM TESTING SUMMARY REPORT (continued) HYDROSTATIC TEST: 703.2.11 MAIN:DATE:DATE: TEST PRESSURE @ START:psi @ START:psi @ 30 min:psi @ 30 min:psi @ 60 min:psi @ 60 min:psi @ 90 min:psi @ 90 min:psi @ FINISH:psi @ FINISH:psi PASS FAIL PASS FAIL INITIALS INITIALS COMMENTS: SERVICES: LOTS SERVICED: DATE:DATE: TEST PRESSURE @ START:psi @ START:psi @ 30 min:psi @ 30 min:psi @ FINISH:psi @ FINISH:psi PASS FAIL PASS FAIL INITIALS INITIALS COMMENTS: HYDRANTS: TEST DATE: TEST DATE: @ START:psi @ START:psi @ START:psi @ 30 min.:psi @ 30 min.:psi @ 30 min.:psi @ FINISH:psi @ FINISH:psi @ FINISH:psi PASS FAIL PASS FAIL PASS FAIL INITIALS:INITIALS:INITIALS: COMMENTS: LEAKAGE TEST: 703.2.11 LENGTH OF SECTION:PIPE MAT'L.: DIAMETER: LENGTH OF TEST:hours minutes ACCEPTABLE LOSS, per AWWA C600. TABLE 6: gph per 1000 feet,total gallons GALLONS USED:gallons RESULT:PASS FAIL INITIALS INITIAL TEST RETEST INITIAL TEST RETEST STREET & STATION: TEST DATE: DATE STREET & STATION: STREET & STATION: