ADDENDUM NO. 1. Mallory Valley Utility District Technical Specifications & Design Criteria for Water Supply & Distribution Facilities
|
|
- Nancy Flynn
- 6 years ago
- Views:
Transcription
1 ADDENDUM NO. TO Mallory Valley Utility District Technical Specifications & Design Criteria for Water Supply & Distribution Facilities Date of Addendum: December, 00 Hethcoat & Davis, Inc. 78 Franklin Road, Suite 00 Brentwood, Tennessee Copyright 00
2 ADDENDUM NO. Page MVUD Technical Specifications & Design Criteria for Water Supply & Distribution Facilities This Addendum forms a part of and modifies the Document dated February 00. Changes to Technical Specifications. Section 3, Paragraph 3.7.A Tapping Sleeves. Change to read as follows: Tapping sleeves shall consist of an ASTM A-36 steel body, AWWA C07 Class D steel ring flange and designed to fit tapping valve lip per MSS SP-60. Outlet gasket shall be manufactured of NBR meeting ASTM D000. Bolts and nuts shall be high strength, low alloy steel meeting requirements of AWWA C. The sleeve shall contain a ¾-inch test plug. Coating shall be fusion bonded epoxy or corrosion resistant shop coat paint primer. Tapping sleeves shall be rated for a working pressure of 7 psi. The steel tapping sleeve shall be manufactured by Romac Industries, Style FTS40 or JCM Industries 4.. Section 3, Paragraph 3.4.D Water Meters. Delete reference to Sensus Omni Meters. 3. Section 3, Paragraph 3..B. Meter. Delete reference to Sensus Omni Meters. 4. Section 6, Paragraph 6.0.J Water Line-Sanitary Sewer/Storm Drainage Relationships. Revise second sentence to read as follows: A minimum of eighteen (8) inches of vertical separation is required. Changes to Standard Details. Revision dated December 00 for Standard Detail TSW-00 4, 6, 8 or 0 Fire Meter Assembly - Revision to manufacturer of meter.. Revision dated December 00 for Standard Detail TSW-00 3, 4, 6 or 8 Compound Meter - Revision to manufacturer of meter. 3. Revision dated December 00 for Standard Detail TSW-004 Packaged Meter Vault with 4 x 48 Hatch for Meter Revision to manufacturer of meter. 4. Revision dated December 00 for Standard Detail TSW-008 Fire Hydrant Setting Detail. Revision to Pumper Outlet Height.
3 DISTRIBUTION MAIN TAPPING SLEEVE IRRIGATION REFER TO TSW-00 FOR LAYOUT 9 FOR 4"& S 0" FOR 8" S 44" FOR 0" S O.S. & Y MIN SCISSOR CLAMP 7" FOR 4", & 0" 60" FOR 8" BOX TAPPING OR REFER TO TSW-00 FOR LAYOUT GROUND LINE DOMESTIC 30" COVER C SCISSOR CLAMP SUMP PIT & SUMP PUMP BOX R 900 RF RADIO READ " PLUG PLAN R 900 RF RADIO READ (LEAVE SLACK IN WIRE SO COVER CAN BE OPENED LADDER BARS BILCO OR HALLIDAY VAULT DOOR 4 x6 OFFSET TO THE LADDER SIDE OF THE VAULT " " 8 VARIES SEAL ALL OPENINGS O.S. & Y O.S. & Y COMPACT STRAINER NEPTUNE HP FIRE SERVICE TURBINE DETECTOR CHECK LOCATION OF " PLUG & " BALL ON NEPTUNE FORD STYLE FLANGE COUPLING ADAPTOR w/ SET SCREWS B 7 SPOOL BY PLAIN END PIECE 0" T.S.&V. OR TEE A 4" MIN 8 O.S. & Y SUMP PIT & SUMP PUMP SUMP PUMP TO BE PROVIDED WITH AUTOMATIC CUT OFF FLOAT AND 0 VOLT POWER CONNECTION ALL CONCRETE TO BE 4000 PSI / " 0 SCH. 40 PVC SUMP PUMP DISCHARGE. STRAP PIPE TO VAULT WALL W/ 3 STRAPS. PROVIDE UNION AT PUMP DISCHARGE FOR REMOVAL OF PUMP CONC. BLOCK AS REQUIRED FOR PIPE / SUPPORT DIMENSIONS (INCHES) SIZE A B C 4" " " ELEVATION CONCRETE: DAYS REINFORCING: #4 BAR (GRADE o/c EA. CENTERLINE OF WALLS WITH CORNER BARS * DISCHARGE FOR SUMP PUMP, TO GO THROUGH TOP OF VAULT AND DISCHARGE AT GRADE. NOTE: ALL FIRE S TO BE FOLLOWED BY A REDUCED PRESSURE BACK PREVENTER PRESSURE REDUCING S ARE ALSO RECOMMENDED ON THE CUSTOMER SIDE OF THE. ADDED SENSUS BRAND AND PRV NOTE DELETED SENSUS BRAND 0/00 /00 4",, 8" OR 0" FIRE ASSEMBLY (SEPARATE DOMESTIC & IRRIGATION REQUIRED) TSW-00
4 REFER TO TSW-00 FOR LAYOUT DISTRIBUTION MAIN IRRIGATION 9 FOR 3", 4"& S 0" FOR 8" S 44" FOR 0" S O.S. & Y MIN SCISSOR CLAMP 7" FOR 4", & 0" 60" FOR 8" TAPPING OR TAPPING SLEEVE SCISSOR CLAMP SUMP PIT & SUMP PUMP GROUND LINE BOX C 30" COVER R 900 RF RADIO READ R 900 RF RADIO READ (LEAVE SLACK IN WIRE SO COVER CAN BE OPENED) LADDER BARS A PLAN 3 4 BILCO OR HALLIDAY VAULT DOOR 4 x6 OFFSET TO THE LADDER SIDE OF THE VAULT B " " 8 VARIES SEAL ALL OPENINGS O.S. & Y O.S. & Y COMPACT STRAINER NEPTUNE TRU- COMPOUND " TEST PORT ASSEMBLY (BRASS) w/" RISER, " BALL & " PLUG FORD STYLE FLANGE COUPLING ADAPTOR w/ SET SCREWS SPOOL BY PLAIN PIECE. 0" O.S. & Y 4" SUMP PIT & SUMP PUMP SUMP PUMP TO BE PROVIDED WITH AUTOMATIC CUT OFF FLOAT AND 0 VOLT POWER CONNECTION ALL CONCRETE TO BE 4000 PSI DIMENSIONS (INCHES) SIZE A B C ELEVATION / " 0 SCH. 40 PVC SUMP PUMP DISCHARGE. STRAP PIPE TO VAULT WALL W/ 3 STRAPS. PROVIDE UNION AT PUMP DISCHARGE FOR REMOVAL OF PUMP CONC. BLOCK AS REQUIRED FOR PIPE / SUPPORT 3" " " " CONCRETE: 4,000 8 DAYS REINFORCING: #4 BAR (GRADE " o/c EA. CENTERLINE OF WALL WITH CORNER BARS * DISCHARGE FOR SUMP PUMP, TO GO THROUGH THE TOP OF VAULT AND DISCHARGE AT GRADE. NOTE: ALL S TO BE FOLLOWED BY A REDUCED PRESSURE BACK PREVENTER. PRESSURE REDUCING S ARE ALSO RECOMMENDED ON THE CUSTOMER SIDE OF THE. ADDED SENSUS BRAND AND PRV NOTE DELETED SENSUS BRAND 0/00 /00 3", 4",, 8" OR 0" COMPOUND (SEPARATE IRRIGATION REQUIRED) TSW-00
5 " WITH BOX HINGE SIDE PLAN " 4" 34" " INLET " OUTLET A " T-80 BRASS BALL 64" B FORD CF3-77 LIK-PAK COUPLING AND C " NEPTUNE TRU- COMPOUND " WITH BOX 4"x48" ALUMINUM HATCH R900 RF RADIO READ LEAVE SLACK IN WIRE SO COVER CAN BE OPENED D E F "x" TEE S" T-80 BRASS BALL " BRASS PLUG " BRASS CHECK " T-80 BRASS BALL G " BRASS NIPPLE (ALL ASSEMBLIES TO BE BRASS) A B C D E F 3" SEAL ALL OPENINGS (TYP.) G " " G ELEVATION " DRAIN w/ COVER SCREEN NOTES:. BASE AND WALLS SHALL BE AN INTEGRAL CAST UNIT NO SEPARATE BASE WILL BE PERMITTED.. ALL COMPOUND S ARE TO BE FOLLOWED BY A REDUCED PRESSURE BACK PREVENTER. PRESSURE REDUCING S ARE ALSO RECOMMENDED ON CUSTOMER SIDE OF. ADDED SENSUS BRAND AND PRV NOTE DELETED SENSUS BRAND ADDED NEPTUNE BRAND 0/00 /00 PACKAGED VAULT WITH 4"x48" HATCH FOR " TSW-004
6 HYDRANT SHALL BE SET ON CONCRETE BOX FOOTING BLOCK. CONCRETE BLOCK OR POURED CONCRETE (CLASS A) SHALL BE WEDGED FIRMLY BEHIND AND EXTENDING AROUND HYDRANT TO UNDISTURBED EARTH. CARE SHALL BE USED TO SET HYDRANT PLUMB. THE FIRE HYDRANT SHALL BE LOCATED NOT LESS THAN INCHES OR MORE THAN 8 INCHES FROM FACE OF CURB TO FRONT OF HYDRANT PROTECTION CASE. A MINIMUM OF CU. FT. OF CRUSHED STONE SHALL BE PLACED AROUND LEAD ADJOINING BLOCKING FOR DRAINAGE FROM WASTE OPENING. 8" 4" MAX. PUMPER OUTLET TO FACE STREET STANDARD CAST IRON BOX FRAME AND COVER UNDISTURBED EARTH 3 STANDARD CONCRETE BOX USE CARE TO INSURE THAT DRAIN PLUG IS NOT PLUGGED PRECAST CONC. BLOCK OR ROCK - "x"x (3/4" C.F. MIN) M.J. TEE OR M.J. ANCHOR TEE * HYDRANT BURY SHALL BE AT LEAST 48" + O.D. IF WATER LINE LOCATED IN ROADWAY AND 3 + O.D. IF LOCATED OUTSIDE ROADWAY. NOTE: ALL M.J. FITTINGS TO INCLUDE MEGA-LUG DEVICES FIRE HYDRANT SHALL NOT SIT CLOSER THAN FROM EDGE OF ANY POWER AND/OR LIGHT POLE. OUTLET HEIGHT /00 FIRE HYDRANT SETTING DETAIL TSW-008
Service Saddles/ Brass Alloy/ Stainless Steel Straps for Cast, Ductile & PVC Pipe
F 1 F 1.1 F 1.2 F 2 F 2.1 F 3 Service Saddles/ Hinged Type for 2 PVC Service Saddles/ Brass Alloy/ Stainless Steel Straps for Cast, Ductile & PVC Pipe Service Saddles/ Ductile Iron/ Stainless Steel Straps
More informationPART 5 WATER SYSTEMS
PART 5 WATER SYSTEMS Abbreviations and Symbols Plan 501 Abbreviations and symbols for water... 205 Concrete Boxes and Hardware 502 27" Frame and cover... 207 503 38" Frame and cover... 209 505 Concrete
More informationKENNEBUNK, KENNEBUNKPORT & WELLS WATER DISTRICT MATERIAL SPECIFICATIONS 10/11/2018
KENNEBUNK, KENNEBUNKPORT & WELLS WATER DISTRICT MATERIAL SPECIFICATIONS 10/11/2018 The following material specifications section is intended to apply to ALL new construction, both public and private. For
More informationCITY of DALLAS. Standard Drawings. & Oregon Standard Drawing Amendments. Water Drawings
CITY of DALLAS Standard Drawings & Oregon Standard Drawing Amendments Water Drawings RD250 - Thrust Blocking RD254 - Hydrant Installation RD258 - Valve Box and Operator Extension Assembly RD262 - Standard
More informationSECTION 2100 WATER MAIN
SECTION 2100 WATER MAIN WATER MAIN PART 1 GENERAL 1.01 Section Summary A. This section includes product and installation requirements for water main pipe, gate valves, hydrants, fittings, and miscellaneous
More informationONE PIPE LENGTH MAX (REFER TO 1/4"/FT SLOPE (MIN) 5'-0" (MIN) OR 4" LATERAL NOTE #1) INCREASER RIGHT-OF-WAY/ 4"x6" REFER TO TYPICAL EXCAVATION,
VENT CAP (MUSHROOM TYPE) SOLID CAP EXIST GRADE MIN BUILDING REFER TO NOTE #4 MIN CONCRETE SIDEWALK CURB OR EDGE OF SIDEWALK STREET CLEANOUT (REFER TO NOTE #3) VENT PIPE 4" PVC 6" PVC CLEANOUT CONCRETE
More information7. Allowable Fittings.
7. Allowable Fittings. a. General Requirements. 1) The fittings listed in this section are generally the allowable fittings for the design of DIP and PVC pipe. For steel pipe and fittings, see Part One,
More informationCITY OF WARRENVILLE STANDARD SPECIFICATIONS WATER MAIN, SANITARY SEWER AND STORM SEWER
CITY OF WARRENVILLE STANDARD SPECIFICATIONS WATER MAIN, SANITARY SEWER AND STORM SEWER WATER MAIN 1. All open cut water main shall be polyvinyl chloride plastic (PVC) pressure pipe per AWWA specification
More informationSan Antonio Water System Material Standard Specifications
100-35 San Antonio Water System Material Standard Specifications REVISED DECEMER 2011 1. SCOPE These specifications cover-tapping sleeves installed on pipe from 4 and larger nominal pipe diameter. 2. GENERAL
More informationCity of Port Moody. Water Meter Specifications
City of Port Moody Water Meter Specifications Engineering Division, Updated December 2015 City of Port Moody Water Meter Specifications 1. Preamble... 3 2. Definitions... 3 3. Services to be Metered...
More informationCity of Middletown WATER & SEWER DEPARTMENT 82 Berlin Street Middletown, CT TEL: (860) FAX: (860)
City of Middletown WATER & SEWER DEPARTMENT 82 Berlin Street Middletown, CT 06457 TEL: (860) 638-3500 FAX: (860) 343-8091 GENERAL REQUIREMENTS WATER MAIN AND SERVICE INSTALLATION JANUARY 2017 WATER MAINS:
More informationCopper-Type K soft Drawn 40, 50 HDPE 100 and larger
1.0 GENERAL 1.1 Scope 1.1.1 The work covered by this section involves the installation of water and sewer service connections and all other associated work. 1.2 Authorization 1.2.1 Do not install service
More informationEast Wenatchee Water District Supplemental Provisions to the 2012 WSDOT/APWA Standard Specifications
East Wenatchee Water District Supplemental Provisions to the 2012 WSDOT/APWA Standard Specifications 1-01 DEFINITIONS and TERMS 1-01.3 Definitions This section is supplemented with the following Deleted
More informationISSUE DATE JANUARY 1st, 2008 SECTION 5G FIBERGLASS PACKAGE LIFT STATION
ISSUE DATE JANUARY 1st, 2008 SECTION 5G FIBERGLASS PACKAGE LIFT STATION FIBERGLASS PACKAGE LS SITE PLAN PAGE No. 111 NUMBER: FG-LS-SITE-PLN FIBERGLASS PACKAGE LS PIPING PLAN PAGE No. 112 NUMBER: FG-LS-PIPE-PLN
More informationWater & Industrial Products Catalog
Water & Industrial Products Catalog www.smith-blair.com info@smith-blair.com Phone: 800..9705 or 870.77.527 After Hours Number: 90.277.998 Fax: 800.8.792 or 870.77.52 EMERGENCY PHONE 90.277.998 In the
More informationCALAVERAS COUNTY WATER DISTRICT Ebbetts Pass Water System Reach 3A Pipeline Replacement Project CCWD CIP No ADDENDUM 2
CALAVERAS COUNTY WATER DISTRICT Ebbetts Pass Water System Reach 3A Pipeline Replacement Project CCWD CIP No. 11078 ADDENDUM 2 Date Issued: December 2, 2015 **** Receipt of addenda must be acknowledged
More informationSECTION A-A NTS. Figure 4.1 Alternative Flow Dispersal Trench NOTES:
Figure 4.1 Alternative Flow Dispersal Trench NOTES: galvanized bolts 2" x 12" pressure treated grade board 2" x 2" notches 18" O.C. *20% max 12" min. 36" max 1' - 6" min *20% max 4" x 4" support post clean
More informationSECTION TAPPING SLEEVES AND VALVES
SECTION 33 12 16.17 TAPPING SLEEVES AND VALVES PART 1: GENERAL 1.01 SCOPE Furnish, install and test all tapping sleeves, tapping valves, and tapping saddles as shown on the Drawings. 1.02 RELATED WORK
More informationMATERIAL/MANUFACTURER SPECIFICATIONS FOR DISTRIBUTION WATER MAINS AND APPURTENANCES
MATERIAL/MANUFACTURER SPECIFICATIONS FOR DISTRIBUTION WATER MAINS AND APPURTENANCES REVISION April 2008 1 MATERIAL SPECIFICATIONS T.S. 1 GENERAL Materials incorporated in the finished work and used during
More informationB. Stipulated Price (Lump Sum). If Contract is Stipulated Price Contract, payment for work is in this Section is included in total Stipulated Price.
Section 02526 PART 1 G E N E R A L 1.01 SECTION INCLUDES A. Water meters, submeters, and fire service meters. 1.02 MEASUREMENT AND PAYMENT A. Unit Prices 1. Measurement for water meters is on unit price
More informationSECTION PLUMBING PIPING
SECTION 22 1000 PLUMBING PIPING PART 1 GENERAL 1.1 QUALITY ASSURANCE A. Perform Work in accordance with authority having jurisdiction standards. Utilize products as indicated in drawings and as allowed
More informationGeneral Design Standards
General Design Standards SUBJECT PAGE Water Details Typical Gate Valve Installation W-1 Typical Butterfly Valve Detail W-2 Air and Vacuum Release Valve Assembly W-3 Blow Off Valve Details W-4 Typical Fire
More informationSECTION COMMON WORK RESULTS FOR FIRE SUPPRESSION
SECTION 21 05 00 COMMON WORK RESULTS FOR FIRE SUPPRESSION PART 1 - GENERAL 1.1 SUMMARY A. This section supplements all sections in this division, including pipe, fittings, valves, and connections for sprinkler
More informationFS-DUO. Wastewater Flow Distributor Technical Data. Submittal Special Precautions Specifications Installation. (62.2 cm) (62.2 cm)
Wastewater Flow Distributor Technical Data Submittal Special Precautions Specifications Installation 24½" (62.2 cm) 12½" (31.8 cm) 24½" (62.2 cm) (30.5 cm) SUBMITTAL STANDARD: 4" plain end inlet/outlet
More informationEffective Date: Revision #: 1. Section I: Castings and Aluminum Covers. Valve Boxes. Service Clean-out Box and Lid
Section I: Castings and Aluminum Covers I 1 I 2 I 3 I 4 Valve Boxes Service Clean-out Box and Lid Manhole Casting/ Standard Ring and Cover Access Covers/ Aluminum 1 I 1 VALVE BOXES: Valve boxes shall meet
More informationEngineering Design Center. Standard Drawings. 1st Edition -January 2016
Engineering Design Center Standard Drawings 1st Edition -January 2016 Golden State Water Company Standard Drawings 1/11/2016 Table of Contents PART A STANDARD DRAWINGS Section I Pipeline Construction P-1
More informationMAXIMUM TRENCH WIDTH AS REQUIRED SEE MEASUREMENT AND PAYMENT SECTION OF SPECIFICATIONS
REFER TO PAVEMENT PATCHING DETAIL FOR REQUIREMENTS ABOVE FINISHED SUBGRADE EL. MAXIMUM ALLOWABLE WIDTH OF PAVEMENT PATCH, SEE MEASUREMENT AND PAYMENT SECTION OF SPECIFICATIONS MAXIMUM TRENCH WIDTH AS REQUIRED
More informationPublic Water Supply District #2 of St. Charles County, Missouri
Public Water Supply District #2 of St. Charles County, Missouri POLICIES, PROCEDURES, AND REQUIREMENTS FOR CONNECTION AND INSPECTIONS OF: RESIDENTIAL WATER AND/OR SEWER SERVICE CONNECTIONS COMMERCIAL WATER
More informationSTANDARD CONSTRUCTION DETAILS SANITARY SEWER REVISED MARCH 2018 DEPARTMENT OF ENGINEERING
STANDARD CONSTRUCTION DETAILS REVISED MARCH 2018 GENERAL NOTES EMBEDMENT DETAILS EMBEDMENT DETAILS TWO-WAY CLEANOUT - EXISTING LATERAL TWO-WAY CLEANOUT - NEW CONSTRUCTION TYPICAL SEWER HOUSE SERVICE CONNECTION
More informationRockwood Water People s Utility District Cross Connection Implementation and Regulations
Rockwood Water People s Utility District Cross Connection Implementation and Regulations To ensure clean, safe, potable water, Rockwood Water People s Utility District (PUD) maintains a cross connection
More informationSection 7: Specifications
Section 7: Specifications 29 31 Building Boundary of Clear Area See Note # 1 8' Shrubs 8' Concrete Pad Equipment 8' TRAVELED WAY M Meter Pedestal 8' Curb Protective Vehicle Posts (Bollards) If Required
More information1. Will have water lines designed by a North Carolina Registered Professional Engineer.
03/07/16 DEVELOPER/OWNER RESPONSIBILITES 1. Will have water lines designed by a North Carolina Registered Professional Engineer. 2. Will have the water line installed by a North Carolina Licensed Utility
More informationHAMILTON TOWNSHIP MUNICIPAL UTILITIES AUTHORITY
HEIGHT TO REMOVE STRAINER ELEMENT D C G I E B H F J A Operating Characteristics Meter Normal Operating Range* AWWA Low Flow Maximum Size @100% Accuracy (±1.5%) Standard @95% Accuracy Intermittent Flow
More informationEFFECTIVE FEBRUARY note: drainage permit required to call for a dampproof inspection
EFFECTIVE FEBRUARY 2014 note: drainage permit required to call for a dampproof inspection PERMITS & INSPECTIONS 750 17th Street West Vancouver BC V7V 3T3 westvancouver.ca/permits t: 604-925-7040 f: 604-925-7234
More informationROUTE 3 OLD WINTHROP ROAD PROJECT LOCATION I-95 PROJECT LOCATION WESTERN AVENUE NORTH BELFAST AVE.
PROJECT LOCATION PROJECT LOCATION NORTH BELFAST AVE. ROUTE 3 WESTERN AVENUE I-95 OLD WINTHROP ROAD INSTALL NEW 3" x 1" CC DOUBLE STRAP SERVICE SADDLE, 1" CC x 1 1/4" COMPRESSION CORPORATION AND 1 1/4"
More informationD-1 FIRE PROTECTION PRODUCTS TAPPING VALVE. MUELLER Tapping Valves. MUELLER Tapping Sleeves and Crosses. MUELLER Stainless Steel Tapping Sleeves
TAPPING VALVE MUELLER Tapping Sleeves and Crosses Full range of Tapping Sleeves and Crosses to fit most types of pipe including cast iron, ductile iron, A-C, and cast iron O.D. PVC--Also outlet sealed
More informationCITY OF MIDDLETOWN ADDENDUM #1 TO BID # BID # LABORATORY TESTING SERVICES. Date Issued: September 1, 2016
CITY OF MIDDLETOWN ADDENDUM #1 TO BID #2016-021 BID #2016-021 LABORATORY TESTING SERVICES Date Issued: September 1, 2016 ALL BIDDERS ARE HEREBY ADVISED OF THE FOLLOWING INFORMATION AND/OR MODIFICATIONS
More informationSV24. Submittal Special Precautions Specifications Installation. 12½" (31.8 cm) 12½" (31.8 cm) 12" (30.5 cm) 12" (30.5 cm) 12" (30.
Wastewater Sampling Port Technical Data Submittal Special Precautions Specifications Installation 16½" (31.8 (41.9 cm) 8" (20.3 cm) -L -O SUBMITTAL STANDARD: 4" plain end inlet/outlet Highway traffic load
More informationKENT COUNTY WATER AUTHORITY. ERRATUM to Rules and Regulations of the Kent County Water Authority
KENT COUNTY WATER AUTHORITY ERRATUM to Rules and Regulations of the Kent County Water Authority Section 4.9.1.1 Resilient Seat Gate 4 inch to 12 inch: Replace with the attached. Section 4.9.1.3 Tapping
More informationPERMANENT PAVEMENT REPAIR NO SCALE
SAWCUT EXISTING PAVEMENT 2" BITUMINOUS CONCRETE SURFACE COURSE, CLASS 2 (MIN) CLEAN EDGE PRIOR TO PAVING AND PAINT WITH LIQUID BITUMEN. INSTALL SEALANT OVER JOINT UPON COMPLETION 2" BITUMINOUS CONCRETE
More informationRequest for Bids Water Department. City of Portsmouth, New Hampshire Water Inventory Bid #33-08
Request for Bids Water Department City of Portsmouth, New Hampshire Water Inventory Bid #33-08 1 Bid #33-08 Portsmouth, New Hampshire Public Works Department Water Inventory INVITATION TO BID Sealed bid
More informationUnderground Exhaust System
Operation and Maintenance Manual Underground Exhaust MONOXIVENT - SOURCE CAPTURE SYSTEMS - info@ Oct. - 2015 Underground Duct Construction Standards 1. Dig trench depth to allow for minimum distance from
More informationOLYMPIC VIEW WATER AND SEWER DISTRICT APPROVED MATERIALS LIST FOR USE ON NEW CONSTRUCTION OF WATER AND SEWER FACILITIES
OLYMPIC VIEW WATER AND SEWER DISTRICT APPROVED MATERIALS LIST FOR USE ON NEW CONSTRUCTION OF WATER AND SEWER FACILITIES This form is intended for use by developers or contractors constructing potable water
More informationDRINKING WATER LINE INSTALLATION STANDARDS
30" MIN. 72" MAX. ORIGINAL GROUND SURFACE BACKFILL WITH A-1-a OR NATIVE MATERIAL PER APWA STANDARDS. MATERIAL MUST MEET APWA STANDARD FOR GRANULAR BORROW. COMPACT BACKFILL ABOVE PIPE ZONE TO 96% DENSITY
More informationUL / FM D-1 FIRE PROTECTION PRODUCTS TAPPING VALVE. MUELLER Tapping Sleeves and Crosses. MUELLER Tapping Valves
UL / FM TAPPING VALVE SECTION Rev. 2-15 MUELLER Tapping Sleeves and Crosses Full range of Tapping Sleeves and Crosses to fit most types of pipe including cast iron, ductile iron, A-C, and cast iron O.D.
More informationChanges for the. TOHOPEKALIGA WATER AUTHORITY Standards, Specifications and Details
Changes for the 2017 TOHOPEKALIGA WATER AUTHORITY Standards, Specifications and Details The following changes are made to the existing standards and details to clarify or improve existing information.
More informationSECTION FIRE HYDRANTS
SECTION 21 11 10 PART 1. GENERAL 1.1 SUMMARY: A. Work consists of furnishing and installing new fire hydrants, (boot with ductile iron retainer gland, standpipe and hydrant complete) plus constructing
More informationSERVICE LINES, METERS AND APPURTENANCES
AUGUST02 SECTION 02646 SERVICE LINES, METERS AND APPURTENANCES PART 1 - GENERAL 1.1 DESCRIPTION A. This section concerns materials and installation of corporation stops, curb stops, service lines, meters,
More informationt y p e V S A S E W A G E P U M P
Pe r fo r m a n ce C h a r t 65 6 55 45 4 35 3 25 2 12 11 1 / 2 11 1 1 / 2 1 9 1 / 2 6% 7% 76% 7 1 HP 1/2 HP HP 76% 7% 6% C u r v e P a g e V S A - 5 1 1 5 R P M M O D E L : V S A - 6 H D I S C H A R G
More informationSECTION PUBLIC WATER SERVICE CONNECTIONS
SECTION 33 14 14 PUBLIC WATER SERVICE CONNECTIONS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Pipe and fittings for water service connections to small commercial, light industrial, and residential
More informationSPECIFICATIONS FOR THE INSTALLATION OF REDUCED PRESSURE BACKFLOW PREVENTERS AND CONCRETE VAULTS FOR METERS 4 AND LARGER
SPECIFICATIONS FOR THE INSTALLATION OF REDUCED PRESSURE BACKFLOW PREVENTERS AND CONCRETE VAULTS FOR METERS 4 AND LARGER Updated January 2018 RP-2 Installation Specifications 1. In W.H.U.D s service area
More informationGGI-750. Gravity Grease Interceptor Technical Data. Submittal Special Precautions Specifications Installation
Gravity Grease Technical Data Submittal Special Precautions Specifications Installation 75" 81" (205.7 (94.0 cm) 19½" 20" (50.8 (49.5 cm) 21½" 20" (50.8 (54.6 cm) 76½" (194.3 cm) 56½" 57" (144.8 (143.5
More informationNORTH HARRIS COUNTY REGIONAL WATER AUTHORITY PIPE HANGERS, Section PIPE HANGERS, SUPPORTS, AND RESTRAINTS
PART 1 GENERAL 1.01 SUMMARY Section 15140 PIPE HANGERS, This Section includes the furnishing and subsequent installation of: A. Pipe and equipment hangers, supports, and associated anchors B. Equipment
More informationINSTALLATION GUIDE. Model #PP2 Pumpout Port Kit For Use with Grease Interceptors Models GB-50, GB-75 and GB-250. Contents
INSTALLATION GUIDE Model #PP2 Pumpout Port Kit For Use with Grease s Models GB-50, GB-75 and GB-250 Contents Special Precautions............................................ 2 Getting to Know the PP2........................................
More informationThis specification describes the minimum requirements for piping systems for the following service: Plant air systems operating up to 125 PSIG.
SPEC-3501 2016/11/0 1/9 1.0 APPLICATION This specification describes the minimum requirements for piping systems for the following service: Plant air systems operating up to 125 PSIG. Design Conditions
More informationSECTION MEASUREMENT AND PAYMENT
SECTION 01026 PART 1 GENERAL 1.1 SECTION INCLUDES A. Explanation and Definitions B. Measurement C. Payment D. Schedule of Values E. Application for Payment 1.2 EXPLANATION AND DEFINITIONS A. The following
More informationWATER SYSTEM REQUIREMENTS
WATER SYSTEM REQUIREMENTS WATER SYSTEM REQUIREMENTS I. GENERAL: A. Design criteria for all water systems shall comply with Texas Commission on Environmental Quality (TCEQ) Chapter 290 (Rules and Regulations
More informationOLYMPIC VIEW WATER AND SEWER DISTRICT APPROVED MATERIALS LIST FOR USE ON NEW CONSTRUCTION OF WATER AND SEWER FACILITIES
OLYMPIC VIEW WATER AND SEWER DISTRICT APPROVED MATERIALS LIST FOR USE ON NEW CONSTRUCTION OF WATER AND SEWER FACILITIES This form is intended for use by developers or contractors constructing potable water
More informationCITY OF WESTLAND, MICHIGAN MIDDLE BELT ROAD SANITARY PUMPING STATION MODIFICATIONS
CITY OF WESTLAND, MICHIGAN MIDDLE BELT ROAD SANITARY PUMPING STATION MODIFICATIONS BIDS TO BE RECEIVED UNTIL 2:00 p.m., LOCAL TIME, TUESDAY, AUGUST 19, 2014 AT THE OFFICE OF THE FINANCE DEPARTMENT LOCATED
More information120 WATER DISTRIBUTION SYSTEMS
120 WATER DISTRIBUTION SYSTEMS 120.01 GENERAL 120.01.01 All public water main extensions shall by designed by a Design Professional and shall be approved by the Public Water Supply Section of NCDEQ/DEH.
More informationStudent Services & Classroom Addition. A. This Section includes the following sanitary drainage piping specialties:
SECTION 221319 - SANITARY WASTE PIPING SPECIALTIES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following sanitary drainage piping specialties: 1. Cleanouts. 2. Floor drains. 3. Roof flashing
More informationUnion County Vocational - Technical Schools Scotch Plains, New Jersey. A. This Section includes the following sanitary drainage piping specialties:
SECTION 221319 - SANITARY WASTE PIPING SPECIALTIES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following sanitary drainage piping specialties: 1. Cleanouts. 2. Floor drains. 3. Roof flashing
More informationBUILDING SEWER AND GRINDER PUMP CONNECTION & CONSTRUCTION STANDARDS
TOWN OF MILO, NEW YORK Department of Sewer and Water Attention: Doug Marchionda, Jr. Operator Jeffrey Finger Operator 137 Main Street Penn Yan, New York 14527 Telephone No.: (315) 536-8501 Facsimile No.:
More informationSECTION GROUND WATER STORAGE TANKS
SECTION 33 16 13 GROUND WATER STORAGE TANKS PART 1: GENERAL 1.01 SCOPE A. Section includes requirements for designing, fabricating, and erecting a welded steel ground storage tank. 1.02 SYSTEM DESCRIPTION
More informationSeptember 6, 2016 Page 1 of 5
September 6, 2016 Page 1 of 5 1. SECTION 16100 Drawing E4.3, Note #39: Reference to the radio fire alarm panel and the fire station alerting master panel does not relate to the building fire alarm system.
More informationCLEVELAND DIVISION OF WATER CONSTRUCTION STANDARDS. Details Index
CLEVELAND DIVISION OF WATER CONSTRUCTION STANDARDS Details Index PLAN REVIEW AND DESIGN REQUIREMENTS SERVICE CONNECTION REQUIREMENTS EASEMENTS FOR WATER SUPPLY MAINS, CIRCULATION MAINS, AND VAULTS HYDRANT
More informationELEVATION (A - A) PLAN GATE W ELL JOB NO. SHEET NO. DATE MARCH 2015 OF. Gate Wel Dimensions - Inches
CL Gate Wel Opening East Jordan Iron Works, Inc. Manhole Cover No. 1040 (or approved equal) w/ bolted frame 01-APR-2015 15:29 = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\wm_det01_8x11_wm01.dgn
More information.1 ANSI/ASME B31.1, Power Piping, (SI Edition)..2 American Society for Testing and Materials (ASTM)
Fitness Facility Addition Page 1 PART 1 GENERAL 1.1 RELATED SECTIONS.1 Section 03300 - Cast-in-Place Concrete.2 Section 05121 - Structural Steel for Buildings.3 Section 05500 - Metal Fabrications 1.2 REFERENCES.1
More informationSECTION PIPING SPECIALTIES AND ACCESSORIES
SECTION 15120 PIPING SPECIALTIES AND ACCESSORIES PART 1 - GENERAL 1.01 DESCRIPTION A. Work Specified 1. CONTRACTOR shall provide all labor, materials, equipment, tools, services, and incidentals necessary
More informationDiffused Aeration Piping Equipment
1.0 General 1.1. The specifications in this section include all components of the Diffused Aeration System with the exception of the individual diffuser units. Refer to additional specification sections
More informationCity of Port Moody. Water Meter Specifications
City of Port Moody Water Meter Specifications Engineering Division, Updated August 2017 City of Port Moody Water Meter Specifications 1. Preamble... 3 2. Definitions... 3 3. Services to be Metered... 3
More informationFS-TRIO. Wastewater Flow Distributor Technical Data. Submittal Special Precautions Specifications Installation. (62.2 cm) (62.
Wastewater Flow Distributor Technical Data Submittal Special Precautions Specifications Installation 24½" (62.2 cm) 12½" (31.8 cm) 24½" (62.2 cm) (30.5 cm) SUBMITTAL STANDARD: 4" plain end inlet/outlet
More informationDUKE UNIVERSITY CONSTRUCTION STANDARDS
1 33 11 00 Water Utility Distribution Piping 1. Introduction A. Duke University owns and operates the water distribution system throughout the campus boundaries; however, water is supplied by the City
More informationMANHOLES, VAULTS AND CATCH BASINS SECTION A. Section Soil and Aggregate Materials. C. Section Storm Drainage Systems
SECTION 02607-1 1.0 GENERAL 1.1 SCOPE: A. This section covers the work necessary for the construction of sanitary and storm system manholes, catch basins, and miscellaneous concrete structures complete.
More informationA New Municipal Building for Limerick Township
A New Municipal Building for Limerick Township DOCUMENT 00 9001 - ADDENDUM NUMBER 01 December 9, 2016 Re: A New Municipal Building for Limerick Township From: Kelly Clough Bucher & Associates, Inc. 8 East
More informationCombination Air Valves - Stainless Steel/ Sanitary Sewer/ For 2 Thru 12 Mains
D 1 D 1.1 D 1.2 D 1.3 D 1.4 D 1.5 D 2 D 3 D 3.1 D 3.2 D 4 D 4.1 D 5 D 6 D 7 D 8 Valves- Resilient Seat/ 2 (FIPT X FIPT) Valves - AWWA C509/ Resilient Seat/ 2 Thru 12 (MJ X MJ) Tap Valves - AWWA C509/ Resilient
More information1. Required Minimum Flow:
SECTION 6 6. 6.01 General The City of Castle Rock Water System Minimum Standards and Specifications are minimum base level performance, design, and construction standards used to maintain uniformity of
More informationTECHNICAL SPECIAL PROVISION FOR FINANCIAL PROJECT ID:
TECHNICAL SPECIAL PROVISION FOR 1001 WATER DISTRIBUTION SYSTEM FINANCIAL PROJECT ID: 200105-7-52-01 The official record of this Technical Special Provision is the electronic file signed and sealed under
More informationNORTHWESTERN UNIVERSITY PROJECT NAME JOB # ISSUED: 03/29/2017
SECTION 22 1319 - SANITARY WASTE PIPING SPECIALTIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division
More informationSECTION PRECAST CONCRETE MANHOLES
SECTION 03 48 10 PRECAST CONCRETE MANHOLES PART 1: GENERAL 1.01 SECTION INCLUDES A. Precast concrete manholes for sanitary sewers and water lines or as indicated on the Drawings. B. Precast concrete sanitary
More informationPIPE OUTSIDE DIAMETER GUIDE
August 17, 2017-1 PIPE OUTSIDE DIAMETER GUIDE PIPE OUTSIDE DIAMETER GUIDE - SMALL DIAMETER PIPE SIZES NOMINAL PIPE SIZES 1 /2" 3 /4" 1" 1 1 /4" 1 1 /2" 2" 2 1 /2" THIS O.D. GUIDE IS FOR YOUR CONVENIENCE
More informationCHAPTER 5 WATER SYSTEM DESIGN STANDARDS
CHAPTER 5 WATER SYSTEM DESIGN STANDARDS TABLE OF CONTENTS CHAPTER 5 WATER SYSTEM DESIGN STANDARDS 5.00 Objective Page 1 5.01 Additional Referenced Standards Page 1 5.02 Special Design Problems Page 2 5.03
More informationSECTION III: Water Main Materials Specifications
SECTION III: Water Main Materials Specifications Table of Contents Bolts and Nuts... 31 Cast Iron or Ductile Iron Split Repair Sleeve 32 Corporation Stops. 33 Curb Stops. 34 Cut in Sleeves 35 Ductile Iron
More informationWASHOE COUNTY DEPARTMENT OF WATER RESOURCES WATER DESIGN STANDARDS
WATER DESIGN STANDARDS This section of the manual contains the Washoe County Department of Water Resources (DWR) standards for: Designing Water Distribution Facilities ( Design Standards ) 1.1 DESIGN STANDARDS
More informationSPECIFICATIONS FOR PIPE FITTINGS VALVES FIRE HYDRANTS CITY OF ALLIANCE, OHIO. Alan Andreani, Ed. D. Mayor of Alliance
SPECIFICATIONS FOR PIPE FITTINGS VALVES FIRE HYDRANTS CITY OF ALLIANCE, OHIO 2016 Alan Andreani, Ed. D. Mayor of Alliance Mike Dreger, Director Public Safety & Service GENERAL TERMS AND CONDITIONS 1. Special
More informationSECTION MISCELLANEOUS METALS
PART 1 GENERAL 1.1 WORK OF THIS SECTION A. Contractor shall provide all labor, materials, equipment and incidentals as shown, specified and required to furnish and install all miscellaneous metal fabrications
More informationEffective Date: Revision #: 1. Section H: Repair Sleeves, Couplings, Clamps & Non-Pressure Adapters. Pipe Adapters, Non-Pressure
Section H: Repair Sleeves, Couplings, Clamps & Non-Pressure Adapters H 1 Pipe Adapters, Non-Pressure H 1.2 Pipe Adapters, Concrete Manhole Connection Boots: H 2 H 3 H 4 H 5 Repair Clamps/ Ductile Iron
More informationSeries Sump and Sewage Systems
Series 000 Sump and Sewage Systems file no: 0. date: may 17, 13 supersedes: 0. date: march 29, 13 Series 000 Sump Series 0 & 2 Armstrong offers a complete range of high performance, easily maintained Column
More informationSANITARY SEWERS. B. Construct or relocate building sanitary sewer services, stubs, and connections.
SANITARY SEWERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Sanitary Sewer Gravity Mains B. Sanitary Sewer Force Mains C. Sanitary Sewer Services 1.02 DESCRIPTION OF WORK A. Construct sanitary sewer gravity
More informationThis section includes materials and installation of ductile-iron pipe and fittings for potable and recycled water systems.
NORTH MARIN WATER DISTRICT STANDARD SPECIFICATIONS SECTION 15056 DUCTILE-IRON PIPE AND FITTINGS PART 1 GENERAL 1.01 DESCRIPTION This section includes materials and installation of ductile-iron pipe and
More informationA. Gravity-Flow, Nonpressure, Drainage-Piping Pressure Rating: 10-foot head of water (30 kpa).
SECTION 221313 - FACILITY SANITARY SEWERS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
More informationSECTION DRAINS AND CLEANOUTS. 1. Division 7 - Thermal and Moisture Protection Piping (Plumbing).
SECTION 15421 DRAINS AND CLEANOUTS PART 1 GENERAL 1.01 SUMMARY A. Related Sections: 1. Division 7 - Thermal and Moisture Protection. 2. 15410 - Piping (Plumbing). 1.02 SUBMITTALS A. Product Data: Submit
More informationCITY OF GAINESVILLE DEPARTMENT OF WATER RESOURCES
CITY OF GAINESVILLE DEPARTMENT OF WATER RESOURCES BACKFLOW PREVENTION PROGRAM SPECIFICATIONS AND DETAILS FOR INSTALLATION OF BACKFLOW ASSEMBLIES TABLE OF CONTENTS Introduction I General Information 1 Category
More informationFacility Sanitary Sewers
University of New Hampshire University of New Hampshire Scholars' Repository Division 22 Plumbing Chapter 5 Technical Construction and Renovation Standards 4-23-2015 221313 - Facility Sanitary Sewers Sandra
More informationFLOOR AND AREA DRAINS
Pictorial Index Product Recommendations Floor Drain Selection Factors Load Rating Grate Free Area Material & Characteristics Pipe Connection Commonly Specified Options Typical Installations FLOOR AND AREA
More informationSECTION CROSS CONNECTION CONTROL AND BACKFLOW PREVENTION
SECTION 22 11 16.13 CROSS CONNECTION CONTROL AND BACKFLOW PREVENTION PART 1: GENERAL 1.01 SUMMARY A. This Section includes water-distribution backflow prevention products and installation specifications.
More informationTOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
COMPACTED BACK FILL COMPACTED BACK FILL UNDISTURBED TRENCH WALL INITIAL BACKFILL SPRING LINE OF PIPE HAUNCHING EMBEDMENT MATERIAL SPRING LINE OF PIPE HAUNCHING EMBEDMENT MATERIAL MIN. BEDDING BEDDING MINIMUM
More informationCITY OF FARGO SPECIFICATIONS SEWER AND WATER SERVICE CONNECTIONS
SEWER AND WATER SERVICE CONNECTIONS PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of the furnishing of all labor, material,
More informationAll definitions are defined according to ANSI/AWWA C
SAN ANTONIO WATER SYSTEM SPECIFICATIONS FOR REDUCED-WALL, RESILIENT-SEATED GATE AND TAPPING VALVES FOR WATER SUPPLY SERVICE 4 IN. THROUGH 48 IN. ANSI/AWWA C515-01 July 2017 1. SCOPE This product specification
More informationMASTERSPEC TECHNICAL SPECIFICATIONS DIVISION 22 PLUMBING. A. This Section includes the following storm drainage piping specialties:
SECTION 221423 - STORM DRAINAGE PIPING SPECIALTIES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following storm drainage piping specialties: 1. Backwater valves. 2. Cleanouts. 3. Roof drains.
More information