STANDARD AND EXAMPLE DRAWINGS

Size: px
Start display at page:

Download "STANDARD AND EXAMPLE DRAWINGS"

Transcription

1 STANDARD AND EXAMPLE DRAWINGS DRAWING ISSUE TITLE GENERAL CA E EXAMPLE CATCHMENT PLAN - DESIGN BASIS CA D EXAMPLE PRESSURE MAIN CHARACTERISTIC CURVE CA B TYPE 10, 40 AND 90 PUMPING STATIONS COMMON SPECIFICATION NOTES SHEET 1 OF 2 CA A TYPE 10, 40 AND 90 PUMPING STATIONS COMMON SPECIFICATION NOTES SHEET 2 OF 2 CA A TYPE 10, 40, 90 AND 180 PUMPING STATIONS AND VALVE PITS PIPE SUPPORT STAND, VALVE SPINDLE EXTENSION & GUIDE S CA I TYPE 40 PUMPING STATION WITH VALVE PIT CA H TYPE 90 PUMPING STATION CA F TYPE 10 & TYPE 40 PUMPING STATION - NO VALVE PIT EMERGENCY STORAGE CA F EMERGENCY STORAGE TANK CA E TYPE 40 PUMPING STATIONS AND SMALLER EMERGENCY OVERFLOW CA E TYPE 90 PUMPING STATIONS EMERGENCY OVERFLOW CA C PUMPING STATIONS WITH PUMP RATE NOT EXCEEDING 14L/s, EMERGENCY OVERFLOW BUBBLE UP ACCESS CHAMBER DISCHARGE CA C TYPE 10 AND TYPE 40 PUMPING STATIONS AIR VENT ARRANGEMENT CA D TYPE 90 PUMPING STATIONS AIR VENT ARRANGEMENT TYPE 6 PUMPING STATION CA D GENERAL ARRANGEMENT AND TYPE 10 PUMPING STATION CA E PUMP GUIDE RAIL SUPPORT, LIFTING CHAIN HOOK & LIFTING CHAIN WET WELL CA G INLET PIPE, ULTRASONIC SUPPORT & LANYARD CA H NO VALVE PIT - GENERAL ARRANGEMENT CA H NO VALVE PIT - GENERAL ARRANGEMENT DECONTACTOR CA C NO VALVE PIT - STRUCTURAL PRECAST COMPONENTS CA H PRECAST SLAB AND COVER TEMPORARY CA F PRECAST SLAB AND COVER PERMANENT Uncontrolled if Printed Page 1 of 5

2 CA C NO VALVE PIT - ELECTRICAL SLAB CA C NO VALVE PIT - MISCELLANEOUS STEEL FABRICATION CA C NO VALVE PIT - ELECTRICAL SLAB DECONTACTOR CA C NO VALVE PIT - STRUCTURAL PRECAST COMPONENTS - DECONTACTOR CA D CONTROL AND ALARM HOLE COVERS TYPE 10 PUMPING STATION - PREVENTION OF FALLS CA D GRATING ARRANGEMENT AND NOTES CA C GRATING CA A WITH TEMPORARY CA A PERMANENT TYPE 40 PUMPING STATION - DN150 PIPEWORK WITH VALVE PIT CA I GENERAL ARRANGEMENT - DN150 PIPEWORK CA F STRUCTURAL - PRECAST COMPONENTS CA G PRECAST SLABS AND COVERS TEMPORARY CA A PRECAST SLABS AND COVERS TEMPORARY GUARDRAIL - REINFORCEMENT CA B PRECAST SLABS AND COVERS PERMANENT CA A PRECAST SLABS AND COVERS PERMANENT GUARDRAIL - REINFORCEMENT CA D ELECTRICAL SLAB CA E VALVE, CONTROL AND ALARM HOLE COVERS CA E MISCELLANEOUS STEEL FABRICATION CA D PUMP GUIDE RAIL SUPPORT, LIFTING CHAIN HOOK & LIFTING CHAIN WET WELL CA G VALVE PIT DRAIN, INLET PIPE & LANYARD CA B ELECTRICAL CABINET SLAB FOR MORE THAN 4 CABINETS CA D GENERAL ARRANGEMENT GUIDE RAILS ALTERNATIVE ARRANGEMENT TYPE 40 PUMPING STATION - PREVENTION OF FALLS CA C TEMP. AND PERM. GRATING ARRANGEMENT AND NOTES CA C WITH TEMP. OR PERM. GRATING CA A WITH TEMPORARY GUARDRAIL CA B PERMANENT GUARDRAIL TYPE 40 PUMPING STATION - DN100 PIPEWORK WITHOUT VALVE PIT CA G GENERAL ARRANGEMENT DN100 PIPEWORK CA D STRUCTURAL PRECAST COMPONENTS CA D PRECAST SLABS AND COVERS TEMPORARY Uncontrolled if Printed Page 2 of 5

3 CA B PRECAST SLABS AND COVERS PERMANENT CA B ELECTRICAL SLAB CA B MISCELLANEOUS STEEL FABRICATION TYPE 40 PUMPING STATIONS WITH ELECTRICAL DECONTACTOR DN150 PIPEWORK AND VALVE PIT CA E STRUCTURAL - PRECAST COMPONENTS CA B WITH ELECTRICAL DECONTACTOR 22KW TO 37KW ELECTRICAL SLAB CA F WITH ELECTRICAL DECONTACTOR 22KW TO 37KW GENERAL ARRANGEMENT DN150 PIPEWORK TYPE 40 PUMPING STATION WITH ELECTRICAL DECONTACTOR DN100 PIPEWORK WITHOUT VALVE PIT CA F ELECTRICAL DECONTACTOR UP TO 22KW GENERAL ARRANGEMENT NO. 1 DN100 PIPEWORK CA F ELECTRICAL DECONTACTOR 22KW TO 37KW GENERAL ARRANGEMENT NO. 2 DN100 PIPEWORK CA C STRUCTURAL PRECAST COMPONENTS CA B WITH ELECTRICAL DECONTACTOR UP TO 22KW ELECTRICAL SLAB CA B WITH ELECTRICAL DECONTACTOR 22KW TO 37KW ELECTRICAL SLAB TYPE 90 PUMPING STATIONS CA A ODOUR CONTROL CA H PUMP WELL CAST INSITU GENERAL ARRANGEMENT SHEET 1 OF 2 CA D PUMP WELL CAST INSITU GENERAL ARRANGEMENT SHEET 2 OF 2 CA D PUMP WELL CAST INSITU STRUCTURAL CA D PUMP WELL CAST INSITU REINFORCEMENT CA D VALVE PIT CAST INSITU STRUCTURAL AND REINFORCEMENT CA E PUMP GUIDE RAIL SUPPORT, LIFTING CHAIN HOOK & LIFTING CHAIN CA C MSCL PIPE SPECIALS CA C CONTROL AND ALARM HOLE COVERS CA F INLET PIPEWORK, INLET TEE, VALVE PIT DRAIN, ULTRASONIC SUPPORT & LANYARD CA B ELECTRICAL SLAB CA C INLET ACCESS CHAMBER CA A DN200 BYPASS PUMPING PIPEWORK FOR TYPE 90 PUMPING STATION TYPICAL BYPASS PIT CONFIGURATION CA C PUMP WELL PRECAST GENERAL ARRANGEMENT- SHEET 1 OF 2 CA C PUMP WELL PRECAST GENERAL ARRANGEMENT- SHEET 2 OF 2 CA A PUMP WELL AND VALVE PIT PRECAST STRUCTURAL Uncontrolled if Printed Page 3 of 5

4 TYPE 90 PUMPING STATIONS - PUMP WELL - PREVENTION OF FALLS CA F PUMP WELL TOP SLAB WITH TEMPORARY - ARRANGEMENT CA C PUMP WELL TOP SLAB WITH TEMPORARY - REINFORCEMENT CA B PUMP WELL TOP SLAB WITH PERMANENT - ARRANGEMENT CA C PUMP WELL TOP SLAB WITH PERMANENT - REINFORCEMENT CA B GRATING ARRANGEMENT AND NOTES CA B GRATING CA B WITH TEMPORARY GUARDRAIL CA B WITH PERMANENT GUARDRAIL & NOTES TYPE 90 PUMPING STATIONS VALVE PIT - PREVENTION OF FALLS CA A VALVE PIT CIRCULAR PRECAST SLAB AND COVERS STRUCTURAL TEMPORARY GUARDRAIL CA A VALVE PIT CIRCULAR PRECAST SLAB AND COVERS REINFORCEMENT TEMPORARY GUARDRAIL CA A VALVE PIT CIRCULAR PRECAST SLAB AND COVERS STRUCTURAL PERMANENT GUARDRAIL CA A VALVE PIT CIRCULAR PRECAST SLAB AND COVERS REINFORCEMENT PERMANENT GUARDRAIL CA B TEMP & PERM GRATING ARRANGEMENT & NOTES CA B TEMP OR PERM GRATING CA A TEMPORARY GUARDRAIL CA A PERMANENT GUARDRAIL PRESSURE MAINS CA C DN80 TO DN250 PRESSURE MAINS AIR RELEASE POINTS CA C DN300 PRESSURE MAINS AIR RELEASE POINTS SHALLOW PIT (HEADROOM LESS THAN 1.95M) CA C DN375/400 PRESSURE MAINS - AIR RELEASE POINTS CA A DN125, DN180 & DN250 PE PRESSURE MAINS AIR RELEASE POINT ARRANGEMENT & CA B DN315, 355, 450, 560 & 630 PE PRESSURE MAINS AIR VALVE ARRANGEMENT & CA C DN80 TO DN150 PRESSURE MAINS SCOUR POINTS SHALLOW (COVER LESS THAN 2) CA C DN80 TO DN300 PRESSURE MAINS - SCOUR POINTS DEEP PIT (HEADROOM 1.95m AND GREATER) Uncontrolled if Printed Page 4 of 5

5 CA C DN200 TO DN300 PRESSURE MAINS - SCOUR POINTS CA C DN375/400 PRESSURE MAINS - SCOUR POINTS CA C DN375/400 PRESSURE MAINS - SCOUR POINTS DEEP PIT (HEADROOM 1.95m & GREATER) CA B DN125 & DN180 PE PRESSURE MAINS - SCOUR POINTS ARRANGEMENT WITHOUT SCOUR VALVE PIT (DEPTH TO I.L. LESS THAN 4m) CA B DN250 - DN630 PE PRESSURE MAINS - SCOUR POINTS DEEP VALVE PIT (DEPTH TO I.L. 2.3m AND GREATER) CA B DN250 TO DN630 PE PRESSURE MAINS - SCOUR VALVE SHALLOW VALVE PIT (DEPTH TO IL LESS THAN 2.3m) CA B TYPE 10 AND TYPE 40 PUMPING STATIONS, MOBILE PUMP CONNECTION AND AIR RELEASE POINT CA A TYPE 90 PUMPING STATIONS, MOBILE PUMP CONNECTION AND AIR RELEASE POINT CA A PRESSURE MAINS DN100 TO DN300 BYPASS PUMPING PIPEWORK TYPICAL BYPASS PIT CONFIGURATION CA A PRESSURE MAINS DN100 TO DN300 BYPASS PUMPING PIPEWORK FABRICATION AND SLUICE VALVE INSTALLATION CA A MAGNETIC FLOW METER INSTALLATION SHALLOW ARRANGEMENT CA A MAGNETIC FLOW METER INSTALLATION DEEP ARRANGEMENT CA C PRESSURE MAINS - DN375 AND SMALLER, THRUST BLOCK AND TRENCH REFILL REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE CA I ARRANGEMENT AND INSTALLATION FENCED SITE CA C ARRANGEMENT AND INSTALLATION UNFENCED SITE CA B RPZ ENCLOSURE CAGE FABRICATION EMERGENCY BACKUP GENERATOR - CONCRETE PAD CA A STRUCTURAL PIPELINE STANDARD AND EXAMPLE DRAWINGS LJ A PE PIPE TO PVC PIPE CONNECTION PE PIPE SIZES DN125 TO DN450 LJ A PE PIPELINE FITTING CONFIGURATION NOMINAL ECCENTRIC TEE DIMENSIONS MARKER POST AND SIGNAGE STANDARD DRAWINGS KA F ASSET IDENTIFICATION - MARKER POST TYPICAL KA G PIPELINE - MARKER POST TYPICAL Uncontrolled if Printed Page 5 of 5

Standard Plate 7036 is discontinued. It is replaced by Standard Plan Pedestrian Curb Ramp Details.

Standard Plate 7036 is discontinued. It is replaced by Standard Plan Pedestrian Curb Ramp Details. DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-02) MANUAL: Standard Plates DATED: May 11, 2012 SUBJECT: Standard

More information

Manhole or Catch Basin Type A & B Cone Sections Precast - Design F Manhole or Catch Basin Cover (Reducer Cone Section Precast) Design D

Manhole or Catch Basin Type A & B Cone Sections Precast - Design F Manhole or Catch Basin Cover (Reducer Cone Section Precast) Design D MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-02) MANUAL: Standard

More information

SYARIKAT BEKALAN AIR SELANGOR SDN BHD

SYARIKAT BEKALAN AIR SELANGOR SDN BHD NOTE : 1. FOR LEGEND, ABBREVIATION AND GENERAL NOTES SEE DRG. NO. SYA / STD / 001. 2. ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE STATED. 3. ACTUAL LENGTH OF PE COMMUNICATION PIPES SHALL BE DETERMINED ON

More information

DIVISION APPROVED MATERIAL LIST AND STANDARD DETAILS

DIVISION APPROVED MATERIAL LIST AND STANDARD DETAILS DIVISION 400 - APPROVED MATERIAL LIST AND STANDARD DETAILS Section 403 - STANDARD DETAILS TABLE OF CONTENTS DIVISION 400, Section 403 - STANDARD DETAILS SECTION DETAIL NOS. Application Table 403-1 I. Concrete

More information

SUBJECT: Standard Plate 9102 Turf Establishment Areas At Pipe Culvert Ends

SUBJECT: Standard Plate 9102 Turf Establishment Areas At Pipe Culvert Ends MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (17-03) MANUAL: Standard

More information

SUBJECT: Standard Plate Turf Establishment Areas (at Pipe Culvert Ends)

SUBJECT: Standard Plate Turf Establishment Areas (at Pipe Culvert Ends) MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-01) MANUAL: Standard

More information

UPDATE LOG FOR STANDARD DRAWINGS Item(s) Changed 6/1/18 STANDARD DRAWINGS

UPDATE LOG FOR STANDARD DRAWINGS Item(s) Changed 6/1/18 STANDARD DRAWINGS Date 6/1/18 STANDARD DRAWINGS UPDATE LOG FOR STANDARD DRAWINGS Item(s) Changed WATER STANDARD DRAWINGS Title Drawing Number Current Date Fire Hydrant and Appurtenance Locations, Improved Streets with Curb

More information

2. Remove from the Standard Plate manual: Standard Plate Index, Sheets 1-4 of 4, Numerical Index of Standard Plates (August 31, 2012)

2. Remove from the Standard Plate manual: Standard Plate Index, Sheets 1-4 of 4, Numerical Index of Standard Plates (August 31, 2012) MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-04) MANUAL: Standard

More information

Miscellaneous. Demolition

Miscellaneous. Demolition Public Improvements Miscellaneous 1 Mobilization L.S. ** 2 Clearing and Grubbing L.S. *** 3 Structural Concrete Incl. Reinforcing C.Y. $1,325.00 4 6" PVC Sleeves L.F. $26.00 Demolition 5 Remove Asphalt

More information

INSTRUCTIONS: 1. Record the transmittal letter number, date, and subject on the transmittal record sheet located in the front of the manual.

INSTRUCTIONS: 1. Record the transmittal letter number, date, and subject on the transmittal record sheet located in the front of the manual. MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Technical Support Design Services Section TRANSMITTAL LETTER NO. (0-03) MANUAL: Standard Plates DATED: September

More information

SUBJECT: Standard Plates 4132, 4155, Drainage Structures and Castings Info

SUBJECT: Standard Plates 4132, 4155, Drainage Structures and Castings Info MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (18-01) MANUAL: Standard

More information

SYARIKAT BEKALAN AIR SELANGOR SDN BHD

SYARIKAT BEKALAN AIR SELANGOR SDN BHD NOTE : 1. FOR LEGEND, ABBREVIATION AND GENERAL NOTES SEE DRG. NO. SYA / STD / 001. 2. ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE STATED. 3. ACTUAL LENGTH OF PE COMMUNICATION PIPES SHALL BE DETERMINED ON

More information

PART 4 STANDARD DRAWINGS FOR CONSTRUCTION

PART 4 STANDARD DRAWINGS FOR CONSTRUCTION 4.0. INTRODUCTION PART 4 STANDARD DRAWINGS FOR CONSTRUCTION In this document, Ivins City adopts the most recent edition (currently 2007), including all amendments, of the APWA Utah Chapter s Manual of

More information

Current Standard Plates including Transmittal Letters are available on the web at:

Current Standard Plates including Transmittal Letters are available on the web at: MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (17-04) MANUAL: Standard

More information

Riverside County Flood Control & Water Conservation District

Riverside County Flood Control & Water Conservation District 10/11/2018 Page 1 of 10 ENGINEER'S ESTIMATE MAMCO, INC. dba ALABBASI G.J. GENTRY GENERAL ENGINEERING, INC. 1 MOBILIZATION L.S. 1 $100,000.00 $100,000.00 $48,000.00 $48,000.00 $88,580.77 $88,580.77 2 WATER

More information

Pipe Product Catalog Table of Contents

Pipe Product Catalog Table of Contents Pipe Product Catalog Table of Contents Section A: Drawing #: Page Description A1 Reinforced Concrete Pipe A3 Storm Manhole Sizing Chart (48" - 96") A3.1 Storm Manhole Sizing Chart (108" - 144") A4 48"

More information

Current Standard Plates including Transmittal Letters are available on the web at:

Current Standard Plates including Transmittal Letters are available on the web at: MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (15-03) MANUAL: Standard

More information

Engineering and Construction Services Division Construction Drawings for Sewers and Watermains. T No. Revision T No. Revision Remarks All T drawings

Engineering and Construction Services Division Construction Drawings for Sewers and Watermains. T No. Revision T No. Revision Remarks All T drawings Engineering and Construction Services Division Construction Drawings for Sewers and Watermains Revision No. 8 April All T drawings New title block for each drawing is now standardized. Revision numbers

More information

CONTRACT 1 DISTRICT G WATER STORAGE TANK EASTHAM, MASSACHUSETTS DECEMBER 2014 LIST OF DRAWINGS EASTHAM TOWN ADMINISTRATOR

CONTRACT 1 DISTRICT G WATER STORAGE TANK EASTHAM, MASSACHUSETTS DECEMBER 2014 LIST OF DRAWINGS EASTHAM TOWN ADMINISTRATOR LIST OF DRAWINGS DISTRICT G TANK SITE LOCATION I G-1 GENERAL NOTES AND LEGEND SHEILA VANDERHOEF C-1 EXISTING CONDITIONS PLAN BOARD OF SELECTMEN C-2 PROPOSED WATER STORAGE TANK SITE PLAN CD - 2 CONSTRUCTION

More information

A1.1 FOX GARAGE VAN VAN VAN VAN 11/16/ WASHINGTON BLVD ST. LOUIS, MO REVISIONS FLOOR PLAN - LEVEL /01/14

A1.1 FOX GARAGE VAN VAN VAN VAN 11/16/ WASHINGTON BLVD ST. LOUIS, MO REVISIONS FLOOR PLAN - LEVEL /01/14 BUILDING FLOOR PLAN TES: 1. ALL DIMENSIONS ARE TO FACE OF CONCRETE OR CENTERLINE OF COLUMN (U). 2. SEE ENLARGED STAIR PLANS (A2.1-A2.3) FOR DETAILED INFORMATION T SHOWN. 3. SEE FINISH ELEVATIONS (A3.1-A3.2)

More information

SUPPLEMENTARY STANDARD DETAIL DRAWINGS

SUPPLEMENTARY STANDARD DETAIL DRAWINGS CITY OF MAPLE RIDGE DESIGN AND CONSTRUCTION DOCUMENTS Part 4 SUPPLEMENTARY STANDARD DETAIL DRAWINGS September 2015 Updated: October 2015 THIS PAGE INTENTIONALLY LEFT BLANK City of Maple Ridge Supplementary

More information

City of Vaughan Engineering Department DESIGN STANDARD DRAWINGS

City of Vaughan Engineering Department DESIGN STANDARD DRAWINGS City of Vaughan Engineering Department DESIGN STANDARD DRAWINGS March 2004 STANDARD DRAWINGS Partners With The Environment March 2004 FORWARD The March 2004 version of the City of Vaughan Design Standard

More information

MONTH : December 2015 PHOTOGAPH NO: DESCRIPTION : Rebar Installation Work for 1 st Lift of permanent Manhole at MH-G2

MONTH : December 2015 PHOTOGAPH NO: DESCRIPTION : Rebar Installation Work for 1 st Lift of permanent Manhole at MH-G2 MONTH : December 2015 PHOTOGAPH NO: 000587 DESCRIPTION : Rebar Installation Work for 1 st Lift of permanent Manhole at MH-G2 MONTH : December 2015 PHOTOGRAPH NO: 000588 DESCRIPTION : Concrete Casting for

More information

Maintenance Hole Structures Technical Addendum Background

Maintenance Hole Structures Technical Addendum Background Maintenance Hole Structures Technical Addendum Technical Addendum Number: SEWL TA SEW 01 Revision B MRWA edition version 1.0 of WSAA Sewerage Code WSA 02 2002 2.3 Background Construction validation activities

More information

MAY J. Collins Engineering Associates, LLC San Jose Blvd. Jacksonville, Florida 32223

MAY J. Collins Engineering Associates, LLC San Jose Blvd. Jacksonville, Florida 32223 PROJECT LOCATION: 95 NOCATEE PARKWAY PONTE VEDRA, FL. 38 J. Collins Engineering Associates, LLC 56-3 San Jose Blvd. Jacksonville, Florida 32223 NOT TO SCALE 904-262-42 sm sm ON DRAWING WHERE SECTION OR

More information

INSTALLATION INSTRUCTIONS. March 2016 FOR FURTHER QUESTIONS, PLEASE CALL

INSTALLATION INSTRUCTIONS. March 2016 FOR FURTHER QUESTIONS, PLEASE CALL March 2016 INSTALLATION INSTRUCTIONS FOR FURTHER QUESTIONS, PLEASE CALL 775 440 2025 JENSEN WATER RESOURCES 521 Dunn Circle, Sparks, NV 89431 JensenPumps.com Figure 1: This illustration shows a complete

More information

Basic Plan Set Requirements

Basic Plan Set Requirements Attachment Three Basic Plan Set Requirements DRAWING CATEGORY & CONTENT 35% 65%, 95% and Stamped GENERAL Cover Sheet & Sheet Inde General Legend & Vicinity Map Abbreviations & General Notes Scope of Work

More information

STANDARD DRAWINGS INDEX MODIFIED FOR CENTRAL REGION Revised August 6, 2018

STANDARD DRAWINGS INDEX MODIFIED FOR CENTRAL REGION Revised August 6, 2018 SYMBOLS STANDARD DRAWINGS INDEX No Statewide Standard - Use Regional A3 Legend Detail Sheet BRIDGE AND STRUCTURES B-08.00 Bin Walls 1 CONSTRUCTION-BARRICADES AND SIGNING C-04.12 Location of Double Traffic

More information

NEWTON COUNTY WATER AND SEWERAGE AUTHORITY RESIDENTIAL, COMMERCIAL, INSTITUTIONAL AND INDUSTRIAL SUBDIVISIONS CONSTRUCTION PLANS CHECK LIST

NEWTON COUNTY WATER AND SEWERAGE AUTHORITY RESIDENTIAL, COMMERCIAL, INSTITUTIONAL AND INDUSTRIAL SUBDIVISIONS CONSTRUCTION PLANS CHECK LIST NEWTON COUNTY WATER AND SEWERAGE AUTHORITY RESIDENTIAL, COMMERCIAL, INSTITUTIONAL AND INDUSTRIAL SUBDIVISIONS CONSTRUCTION PLANS CHECK LIST Project Name Checked By Date Designer Check List marks to be

More information

Standard Details Index NWTP Improvements and MF System Installation

Standard Details Index NWTP Improvements and MF System Installation Detail Standard Details Index NWTP Improvements and MF System Installation Marco Island, Florida Description 0315-001 PLASTIC WATERSTOP 0315-003 HYDROPHILIC/GROOVE WATERSTOP 0315-011 WATERSTOP JOINT 0315-154

More information

Precast Concrete at Paddington Rail Station, London. By George Jones Member of fib Commission 6

Precast Concrete at Paddington Rail Station, London. By George Jones Member of fib Commission 6 Precast Concrete at Paddington Rail Station, London By George Jones Member of fib Commission 6 Precast Concrete at Paddington Rail Station Project background. Reasons for using precast concrete and its

More information

WATERFLUX 3000 Quick Start

WATERFLUX 3000 Quick Start WATERFLUX 3000 Quick Start Electromagnetic flow sensor The documentation is only complete when used in combination with the relevant documentation for the signal converter. KROHNE CONTENTS WATERFLUX 3000

More information

Size : Connection Ends : Min Temperature : Max Temperature : Materials : Cast iron body

Size : Connection Ends : Min Temperature : Max Temperature : Materials : Cast iron body Size : Connection Ends : Min Temperature : Max Temperature : DN 50 to 200 Flanged ISO PN 10/16 ( ISO PN16 for DN200 ) 0 C + 50 C Max Pressure : 16 Bars Specifications : Tangential type Dry dial Magnetic

More information

SECTION MANHOLES

SECTION MANHOLES SECTION 33 05 13 MANHOLES PART 1 GENERAL 1.01 SECTION INCLUDES A. CONTRACTOR shall furnish and install precast concrete manhole base, sections, adjusting rings, steps, and manhole ring and cover, complete.

More information

CITY OF MORTON RESERVOIR NO. 1 REPLACEMENT - REBID

CITY OF MORTON RESERVOIR NO. 1 REPLACEMENT - REBID LEWIS COUNTY WASHINGTON THIS PROJECT IS FUNDED THROUGH THE WASHINGTON STATE DRINKING WATER STATE REVOLVING FUND (DWSRF) PROGRAM DWSRF NO. DM 16-452-016 CITY OFFICIALS DAN MORTENSEN Mayor PEPPY ELIZAGA

More information

Standard Plate Sheer Reinforcement for Precast Drainage Structures has been updated upon recommendation of the Bridge Office.

Standard Plate Sheer Reinforcement for Precast Drainage Structures has been updated upon recommendation of the Bridge Office. MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (13-03) MANUAL: Standard

More information

Size : Connection End : Min Temperature : Max Temperature : Materials : Cast iron body

Size : Connection End : Min Temperature : Max Temperature : Materials : Cast iron body Size : Connection End : Min Temperature : Max Temperature : DN 50 to 200 Flanged R.F. PN10/16 0 C ( for cold water type ) + 90 C (for hot water type ) Max Pressure : 16 Bars Specifications : Horizontal

More information

SECTION 8: DRAINAGE, SEWER AND WATER SUPPLY NETWORKS

SECTION 8: DRAINAGE, SEWER AND WATER SUPPLY NETWORKS UDNP Standard Specifications SECTION 8: DRAINAGE, SEWER AND WATER SUPPLY NETWORKS 8.01 - Page i UDNP Standard Specifications SECTION 8: DRAINAGE, SEWER AND WATER SUPPLY NETWORKS Table of Contents SECTION

More information

SECTION MANHOLES

SECTION MANHOLES SECTION 02601 MANHOLES PART 1 GENERAL 1.01 SCOPE OF WORK A. WORK required under this section consists of all materials, accessories, equipment, tools, and labor required to install precast concrete standard

More information

STANDARD CATCH BASIN GUTTER LINE CB INLET FRAME & GRATE, GROUTED TO GRADE RINGS AS REQ'D CONCRETE CURB FINISHED GRADE ASPHALT MAX 50 MIN

STANDARD CATCH BASIN GUTTER LINE CB INLET FRAME & GRATE, GROUTED TO GRADE RINGS AS REQ'D CONCRETE CURB FINISHED GRADE ASPHALT MAX 50 MIN CB INLET FRAME & GRATE, GROUTED TO GRADE RINGS AS REQ'D ASPHALT 20 GUTTER LINE CONCRETE CURB FINISHED GRADE PRECAST GRADE RINGS, 2 50 100 MAX PRECAST CB LID GROUT ALL AROUND CB LEAD, INSIDE & OUTSIDE OF

More information

Government Of Newfoundland & Labrador Municipal Water, Sewer And Roads Master Construction Specifications

Government Of Newfoundland & Labrador Municipal Water, Sewer And Roads Master Construction Specifications PAGE NO. : 1 OF 4 Revision Date: July 2009 STANDARD DRAWINGS TABLE OF CONTENTS DRAWING # DESCRIPTION 0030............ Work Adjacent to Roadway 0040............ Work at the Edge of Roadway 0050............

More information

civil product range JUNCTION BOXES DUCT CHANNELS AND COVERS Gas Line Cover Slabs ESB Railways ROAD GULLY AND LIDS

civil product range JUNCTION BOXES DUCT CHANNELS AND COVERS Gas Line Cover Slabs ESB Railways ROAD GULLY AND LIDS kilform civil product range ESB CCTV Eircom Services Lighting Risers DUCT CHANNELS AND COVERS Gas Line Cover Slabs ESB Railways ROAD GULLY AND LIDS Untrapped Gully Trapped Gully Large Trapped Gully Headwalls

More information

STANDARD DETAILS Crow Canyon Road San Ramon, CA Telephone: (925) Fax: (925)

STANDARD DETAILS Crow Canyon Road San Ramon, CA Telephone: (925) Fax: (925) STANDARD DETAILS 2401 Crow Canyon Road San Ramon, CA 94583 Telephone: (925) 973-2670 Fax: (925) 838-3937 CITY OF SAN RAMON STANDARD DETAILS INDEX CONCRETE WORK NAME DRAWING # Curb, Gutter & Sidewalk C-1

More information

The Manitoba Water Services Board SECTION Standard Construction Specifications September 2013 Page 1 of 8

The Manitoba Water Services Board SECTION Standard Construction Specifications September 2013 Page 1 of 8 September 2013 Page 1 of 8 Part 1 General 1.1 DESCRIPTION OF WORK.1 The work described herein shall consist of the construction of air release chambers, flushout chambers, valve chambers, meter chambers

More information

Appendix C Construction Details

Appendix C Construction Details 7172 Kennedy Road Warrenton, Virginia 20187 Appendix C Construction Details November 2017 TABLE OF CONTENTS THRUST BLOCKS Anchorage for 11 1/4 o, 22 1/2 o & 45 o Upper Vertical Bends... AV 01 Buttresses

More information

STS 903 WORK AS CONSTRUCTED INFORMATION

STS 903 WORK AS CONSTRUCTED INFORMATION Hunter Water Corporation A.B.N. 46 228 513 446 Standard Technical Specification for: STS 903 WORK AS CONSTRUCTED INFORMATION This standard technical specification (STS) was developed by Hunter Water Corporation

More information

MSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY

MSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY MSD M etr o p olitan S e w e r Di s t r ict STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY 40203-1911 STANDARD DRAWINGS DIVISION

More information

CONTRACT 1 DISTRICT G WATER STORAGE TANK EASTHAM, MASSACHUSETTS FEBRUARY 2015

CONTRACT 1 DISTRICT G WATER STORAGE TANK EASTHAM, MASSACHUSETTS FEBRUARY 2015 LIST OF DRAWINGS DISTRICT G TANK SITE LOCATION I EASTHAM ENGINEER'S PROJECT NUMBER G-1 GENERAL NOTES AND LEGEND C-1 EXISTING CONDITIONS PLAN DWSRF PROJECT NUMBER C-2 PROPOSED WATER STORAGE TANK SITE PLAN

More information

Health and Safety at Work (Hazardous Substances Markings for Pipework Connected to Above Ground Stationary Tanks) Safe Work Instrument 2017

Health and Safety at Work (Hazardous Substances Markings for Pipework Connected to Above Ground Stationary Tanks) Safe Work Instrument 2017 Health and Safety at Work (Hazardous Substances Markings for Pipework Connected to Above Ground Stationary Tanks) Safe Work Instrument 2017 This safe work instrument is approved under section 227 of the

More information

WATERFLUX 3000 Quick Start

WATERFLUX 3000 Quick Start WATERFLUX 3000 Quick Start Electromagnetic flowmeter The documentation is only complete when used in combination with the relevant documentation for the signal converter. KROHNE CONTENTS WATERFLUX 3000

More information

The Mathematics of Construction Shapes

The Mathematics of Construction Shapes The Mathematics of Construction Shapes Scenario As a professional engineer ou will be expected to appl our theoretical knowledge in the development or implementation of engineering solutions across a wide

More information

Delivering Reliability. Services. Strength You Can Count On. oldcastleprecast.com/services

Delivering Reliability. Services. Strength You Can Count On. oldcastleprecast.com/services Delivering Reliability A Strength You Can Count On SERVICES TENANT IMPROVEMENTS Above And Below Ground Solutions Strength You Can Count On Oldcastle Precast is well trained and knowledgeable in all aspects

More information

WATERFLUX 3070 Technical Datasheet

WATERFLUX 3070 Technical Datasheet WATERFLUX 3070 Technical Datasheet Engineered and manufactured for the water and wastewater industry Highly accurate measurement with extremely short in- and outlet lengths Battery operated, stand alone

More information

Health and Safety at Work (Hazardous Substances Markings for Pipework Connected to Above Ground Stationary Tanks) Safe Work Instrument 2017

Health and Safety at Work (Hazardous Substances Markings for Pipework Connected to Above Ground Stationary Tanks) Safe Work Instrument 2017 This safe work instrument is administered by WorkSafe New Zealand. For more information please see: Website: http://www.worksafe.govt.nz Contact phone: 0800 030 040 Contact address: PO Box 165 Wellington

More information

VICINITY MAP LOCATION MAP GRAPHIC SCALES

VICINITY MAP LOCATION MAP GRAPHIC SCALES VICINITY MAP LOCATION MAP GI-01 LEGEND TABLE OF CONTENTS CONSTRUCTION SEQUENCE NOTES GENERAL NOTES SEDIMENTATION & EROSION CONTROL ABBREVIATIONS GI-02 M P P P P M EXISTING HYDRAULIC PROFILE AND DEMOLITION

More information

General Information. Ball Curb Valve

General Information. Ball Curb Valve General Information 1. All Jones Curb Valves are manufactured in accordance with the AWWA Standard C-800-latest revision. 1. Copper Alloy CDA No. C83600 (85-5-5-5) 2. Copper Alloy CDA No. 89520 (Low Lead)

More information

DATA SHEET FOR LIGHTING TRANSFORMER APPD. BY VDV PROJECT NO

DATA SHEET FOR LIGHTING TRANSFORMER APPD. BY VDV PROJECT NO PART - A : SPECIFIC REQUIREMENTS THIS DATA SHEET IS APPLICABLE FOR IN BOILER A CLIMATIC CONDITIONS PACKAGE 1 DESIGN AMBIENT TEMPERATURE 45 C 2 ALTITUDE ( ABOVE MSL ) 6.71 MTRS. 3 RELATIVE HUMIDITY 74 %

More information

TIMARU DISTRICT COUNCIL 2 King George Place P.O. Box 522 Timaru 7940 Telephone: Website:

TIMARU DISTRICT COUNCIL 2 King George Place P.O. Box 522 Timaru 7940 Telephone: Website: INITIAL SURVEY ILE: CHANGES TO CORBEL DETAIL REVISION BY CHK APP. PLANNING.dwg 711696 AS SHOWN PERMISSION O THE CODE O PRACTICE TYPICAL PRECAST CONCRETE MANHOLE DETAILS 1 13 A B INITIAL SURVEY ILE: CHANGES

More information

CITY OF WAPATO NORTH WAPATO LIFT STATION REPLACEMENT CITY OFFICIALS. JUAN OROZCO Mayor. ROBERTO REYNA Mayor Pro Tem

CITY OF WAPATO NORTH WAPATO LIFT STATION REPLACEMENT CITY OFFICIALS. JUAN OROZCO Mayor. ROBERTO REYNA Mayor Pro Tem YAKIMA COUNTY WASHINGTON CITY OFFICIALS JUAN OROZCO Mayor ROBERTO REYNA Mayor Pro Tem TONY GUZMAN RALPH SANCHEZ TONY GAYTAN DORA ALVAREZ-ROA FRANK JAIME City Council KEITH WORKMAN ROBIN CORDOVA Clerk-Treasurer

More information

DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA

DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA 94544-1395 PUBLIC WORKS DESIGN GUIDELINES TABLE OF CONTENTS SD-100 SERIES SPECIAL DRAWINGS SD-100 8/1991 SILT

More information

SECTION 095 SPECIFICATIONS DETAIL DRAWINGS. Index of Detail Drawings

SECTION 095 SPECIFICATIONS DETAIL DRAWINGS. Index of Detail Drawings SECTION 095 SPECIFICATIONS DETAIL DRAWINGS Index of Detail Drawings Flat Top Manhole... 095-1 Splash Drop Manhole and Regular Drop Manhole... 095-2 Special Detail Splash Drop Manhole and Special Detail

More information

Segmental ring types provided by F P McCann: Segments in stock are front bolted. Back bolted segments are available to order: Cross joint Corbel Ring

Segmental ring types provided by F P McCann: Segments in stock are front bolted. Back bolted segments are available to order: Cross joint Corbel Ring Building Manual for F P McCann `Smoothbore Shaft Linings with EPDM Gaskets (rev 04) (To be read in conjunction with the Segmental Shaft and Tunnel Safety Data Sheet) Segmental ring types provided by F

More information

Plate 8132A - Preformed Rigid PVC Conduit Loop Detector, is a new plate requested by OTST.

Plate 8132A - Preformed Rigid PVC Conduit Loop Detector, is a new plate requested by OTST. DISTRIBUTION: 7 MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Design Services Section TRANSMITTAL LETTER NO. (0-0) MANUAL: Standard Plates DATED: January 9, 00 SUBJECT:

More information

REGISTRATION EXAMINATION, JUNE 2008 DRAINLAYING ANSWER SCHEDULE

REGISTRATION EXAMINATION, JUNE 2008 DRAINLAYING ANSWER SCHEDULE No. 9197 REGISTRATION EXAMINATION, JUNE 2008 DRAINLAYING ANSWER SCHEDULE Plumbers, Gasfitters and Drainlayers oard, 2008. All rights reserved. No part of this publication may be reproduced by any means

More information

Training Manual The Installation of Siphonic Pipework

Training Manual The Installation of Siphonic Pipework Training Manual The Installation of Siphonic Pipework The Engineered Rainwater Solution Training Manual: The Installation of Siphonic Pipework o Overview of Principals of Siphonic Drainage o Interpreting

More information

SECTION 39 - MANHOLES TABLE OF CONTENTS

SECTION 39 - MANHOLES TABLE OF CONTENTS SECTION 39 - MANHOLES TABLE OF CONTENTS Section Page 39-1 GENERAL... 39.1 39-2 PRECAST CONCRETE MANHOLES... 39.1 39-2.01 Precast Concrete Sewer Manholes... 39.1 39-2.02 Precast Concrete Storm Drain Manholes...

More information

VALVES AND PENSTOCKS FOR WATER

VALVES AND PENSTOCKS FOR WATER VALVES AND PENSTOCKS FOR WATER www.cmo.es Our COMPANY CMO is a company dedicated to the design, manufacture and assembly of standard and special valves and penstocks. Its extensive manufacture range allows

More information

Digitally signed by Anne Prudhel Contact Info: Carollo Engineers, Inc. Date: :06:03-07'00'

Digitally signed by Anne Prudhel Contact Info: Carollo Engineers, Inc. Date: :06:03-07'00' Digitally signed by Anne Prudhel Date: 207.05.9 6:06:03-07'00' Date: 207.05.9 6:42:34-07'00' Date: 207.05.9 6:42:26-07'00' Date: 207.05.9 6:42:5-07'00' Date: 207.05.9 6:42:06-07'00' Date: 207.05.9 6:4:57-07'00'

More information

CONSTRUCTION SPECIFICATION FOR MAINTENANCE HOLE, CATCH BASIN, DITCH INLET, AND VALVE CHAMBER INSTALLATION

CONSTRUCTION SPECIFICATION FOR MAINTENANCE HOLE, CATCH BASIN, DITCH INLET, AND VALVE CHAMBER INSTALLATION ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 407 NOVEMBER 2013 CONSTRUCTION SPECIFICATION FOR MAINTENANCE HOLE, CATCH BASIN, DITCH INLET, AND VALVE CHAMBER INSTALLATION TABLE OF CONTENTS 407.01

More information

Anti-Trust Statement

Anti-Trust Statement Anti-Trust Statement http://www.concrete-pipe.org/ A joint effort of the Texas Concrete Pipe Association and the Texas Department of Transportation What brought this about? The TxDOT organization consists

More information

CONCRETE MANHOLES.

CONCRETE MANHOLES. CONCRETE CONCRETE SHAW PIPE produces circular, precast, concrete manholes in diameters 1050mmØ through 3000mmØ. Precast, concrete manholes are most frequently used for pipeline and sewer entry and are

More information

LIFT. Please give your shopfitters not only this information sheet but also the floor plan showing the exact position of the unit.

LIFT. Please give your shopfitters not only this information sheet but also the floor plan showing the exact position of the unit. Installation instructions LIFT Backwash unit Important notes for the salon owner This technical information has been produced for your shopfitters. Remember to give them good advance warning so that your

More information

ATTACHMENT H TACOMA HYDROELECTRIC PROJECT DESCRIPTION OF PROJECT FEATURES

ATTACHMENT H TACOMA HYDROELECTRIC PROJECT DESCRIPTION OF PROJECT FEATURES ATTACHMENT H TACOMA HYDROELECTRIC PROJECT DESCRIPTION OF PROJECT FEATURES The Tacoma Hydroelectric Project is located about 20 miles north of Durango, Colorado, on a high intermountain plateau west of

More information

PROGRAMMING SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS. room) Scalable bubble diagrams schedules describing programmatic

PROGRAMMING SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS. room) Scalable bubble diagrams schedules describing programmatic GENERAL SITE PROGRAMMING SCHEMATIC DESIGN DESIGN DEVELOPMENT CONSTRUCTION DOCUMENTS Scope of work narrative Building code review Description of construction Documentation on drawings as List of applicable

More information

DURASTALL SHOWER STALL ASSEMBLY INSTALLATION REPAIR PARTS FOR ONE OF THE FOLLOWING MODELS:

DURASTALL SHOWER STALL ASSEMBLY INSTALLATION REPAIR PARTS FOR ONE OF THE FOLLOWING MODELS: DURASTALL SHOWER STALL ASSEMBLY INSTALLATION REPAIR PARTS FOR ONE OF THE FOLLOWING : MODEL: 80 (32 ) 140 (36 ) Cabinet (rigid corners) with Standard Base complete with Curtain and Valve assembly. MODEL:

More information

CRAFTSMAN EXAMINATION, JUNE 2008 PLUMBING QUESTION AND ANSWER BOOKLET. Time allowed THREE hours

CRAFTSMAN EXAMINATION, JUNE 2008 PLUMBING QUESTION AND ANSWER BOOKLET. Time allowed THREE hours Affix label with Candidate Code Number here. If no label, enter candidate Number if known No. 9195 CRAFTSMAN EXAMINATION, JUNE 2008 PLUMBING INSTRUCTIONS QUESTION AND ANSWER BOOKLET Time allowed THREE

More information

Design Data 12M. Hydraulic Capacity of Precast Concrete Boxes. RISE, Millimeters. Span Millimeters

Design Data 12M. Hydraulic Capacity of Precast Concrete Boxes. RISE, Millimeters. Span Millimeters Design Data 12M Hydraulic Capacity of Precast Concrete Boxes Under certain conditions the hydraulic or structural characteristics of reinforced concrete box sections offer advantages over the circular

More information

Module 6 : Design of Retaining Structures. Lecture 30 : Dewatering [ Section 30.1 : Introduction ]

Module 6 : Design of Retaining Structures. Lecture 30 : Dewatering [ Section 30.1 : Introduction ] Lecture 30 : Dewatering [ Section 30.1 : Introduction ] Objectives In this section you will learn the following Introduction Lecture 30 : Dewatering [ Section 30.1 : Introduction ] Introduction Dewatering

More information

SITRANS F flowmeters. SITRANS F System information MAGFLO electromagnetic flowmeters 4/9

SITRANS F flowmeters. SITRANS F System information MAGFLO electromagnetic flowmeters 4/9 Overview MAGFLO family MAGFLO electromagnetic are designed for measuring the flow of electrically conductive mediums. The patented MAGFLO Verificator guarantees accurate measurement and simple verification.

More information

CITY OF DANA POINT DEVELOPMENT REVIEW

CITY OF DANA POINT DEVELOPMENT REVIEW Section I EARTHWORK CITY OF DANA POINT DEVELOPMENT REVIEW COST ESTIMATE UNIT PRICE LIST May 2002 Page 1 of 12 Section I EARTHWORK TABLE OF CONTENTS SECTION AND TOPICS...PAGE INTRODUCTION... i I EARTHWORK...

More information

MANHOLES PART I: GENERAL. A. Precast Concrete Manholes

MANHOLES PART I: GENERAL. A. Precast Concrete Manholes MANHOLES PART I: GENERAL A. Precast Concrete Manholes 1) Manholes shall be made of precast concrete sections of which the top section shall be eccentric or flat slab top. The bottom section shall be a

More information

Introduction. Classifications of piping: Industrial. Residential (i.e., plumbing) Carries liquids and gases used in the manufacture of products

Introduction. Classifications of piping: Industrial. Residential (i.e., plumbing) Carries liquids and gases used in the manufacture of products Plumbing Plans Introduction Classifications of piping: Industrial Carries liquids and gases used in the manufacture of products Residential (i.e., plumbing) Carries fresh water, gas, liquid, solid waste

More information

OCPS Submittal Register for Product Data and Shop Drawing Reviews

OCPS Submittal Register for Product Data and Shop Drawing Reviews OCPS mittal Register for Product Data and Shop Drawing s Project ification Drawings - D Shop Drawings - Product Data - Test - TR Test Data - TD Calculations - Calc Certification - Cert 02 22 27 Pre-demolition

More information

STANDARD BID ITEM NUMBERS

STANDARD BID ITEM NUMBERS 10701 TRAFFIC CONTROL LUMP SUM 10702 Traffic Control for Storm Sewer Installation LUMP SUM 10703 Traffic Control for Water Main Installation LUMP SUM 10704 Traffic Control for Sanitary Sewer Installation

More information

Riverside County Flood Control & Water Conservation District

Riverside County Flood Control & Water Conservation District 9/28/2016 Page 1 of 10 ENGINEER'S ESTIMATE MAMCO, INC. dba ALABBASI H & H GENERAL CONTRACTORS, INC. 1 MOBILIZATION L.S. 1 $50,000.00 $50,000.00 $106,571.00 $106,571.00 $180,000.00 $180,000.00 2 WATER CONTROL

More information

SECTION IDENTIFICATION FOR HVAC PIPING, DUCTWORK AND EQUIPMENT

SECTION IDENTIFICATION FOR HVAC PIPING, DUCTWORK AND EQUIPMENT SECTION 23 05 53 PART 1 - GENERAL 1.1 SUMMARY A. Work Included: 1. Plastic Nameplates 2. Tags 3. Plastic Pipe Markers 4. Ceiling Tags 5. Detectable Underground Tape 6. Stencils PART 2 - PRODUCTS 2.1 MANUFACTURERS

More information

SECTION IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

SECTION IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT SECTION 230553 - IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT PART 1 GENERAL 1.1 SECTION INCLUDES A. Nameplates. B. Tags. C. Stencils. D. Pipe Markers. 1.2 RELATED REQUIREMENTS A. Section 099123 - Interior

More information

Utility Structures. Utility vaults, trenches, transformer pads Electrical Pole Bases and switching cubicles

Utility Structures. Utility vaults, trenches, transformer pads Electrical Pole Bases and switching cubicles Utility Structures Utility vaults, trenches, transformer pads Electrical Pole Bases and switching cubicles PRODUCT GUIDE & TECHNICAL REFERENCE MANUAL Providing the right solutions. UTILITY STRUCTURES Perfect

More information

This addendum forms a part of the Contract Documents dated: August 10, 2012.

This addendum forms a part of the Contract Documents dated: August 10, 2012. Addendum # 1 Date Issued: August 28, 2012 Issued By: Project: Owner: Renker Eich Parks Architects 1609 Dr. Martin Luther King Street North St. Petersburg, Florida 33704 Ph# (727) 821-2986 Fax # (727) 896-4911

More information

C. A. D. STANDARDS. Projection. NAD 1983 Rhode Island State Plane US Feet. Scale 1 = 100. Layers. Appendix H - 1

C. A. D. STANDARDS. Projection. NAD 1983 Rhode Island State Plane US Feet. Scale 1 = 100. Layers. Appendix H - 1 C. A. D. STANDARDS The Authority requires that all CAD drawings be submitted in accordance to the following standards. Using these standards will allow the Authority to efficiently import and attribute

More information

OPTIFLUX 1000 Technical Datasheet

OPTIFLUX 1000 Technical Datasheet OPTIFLUX 1000 Technical Datasheet Electromagnetic flow sensor in sandwich design Lightweight and compact Excellent price performance ratio Quick and easy to install The documentation is only complete when

More information

Centering and Clamping Devices

Centering and Clamping Devices Product Range External Alignment Clamps Type 1a for quick and accurate alignment of pipes of equal or differing diameters on a common center line automatic diameter compensation, no need for additional

More information

CITY OF REEDLEY NEW DEVELOPMENT PLAN REVIEW CHECK LIST

CITY OF REEDLEY NEW DEVELOPMENT PLAN REVIEW CHECK LIST CITY OF REEDLEY NEW DEVELOPMENT PLAN REVIEW CHECK LIST Tract Number and Subdivision Name: Engineering Firm: Contact Person: Address: City: State: Zip: Phone No. Fax No. Assessor s Parcel Number(s) Tentative

More information

SITRANS F flowmeters. SITRANS F M System information MAGFLO electromagnetic flowmeters. 4/18 Siemens FI

SITRANS F flowmeters. SITRANS F M System information MAGFLO electromagnetic flowmeters. 4/18 Siemens FI Function All are based on Faraday s law of induction: U M = B v d k U M = Measured voltage induced in the medium perpendicular to the magnetic field and the flow direction. The voltage is tapped at two

More information

Application of FRP Pipes & Other Composites in Oil & Gas Sector: Opportunities and Challenges

Application of FRP Pipes & Other Composites in Oil & Gas Sector: Opportunities and Challenges PRESENTATION ON Application of FRP Pipes & Other Composites in Oil & Gas Sector: Opportunities and Challenges NCRAC 2012, Hyderabad 15.06.2012 S.K. Dewri, Chief Engineer, ONGC, Institute of Engineering

More information

MJK Expert 700 / 800 / 900 / 1100 / 2100 MJK Expert 1400 / 3400

MJK Expert 700 / 800 / 900 / 1100 / 2100 MJK Expert 1400 / 3400 Data Sheet MJK Expert 700 / 800 / 900 / 1100 / 2100 MJK Expert 1400 / 3400 Submersible Hydrostatic s Rugged and versatile We reserve the right to continuously improve our products and make any change in

More information

NORTH BEND WWTP 2018 CRITICAL IMPROVEMENTS CITY OFFICIALS. City Administrator BRENDEN ELWOOD TREVOR KOSTANICH ALAN GOTHELF. City Council.

NORTH BEND WWTP 2018 CRITICAL IMPROVEMENTS CITY OFFICIALS. City Administrator BRENDEN ELWOOD TREVOR KOSTANICH ALAN GOTHELF. City Council. NORTH BEND KING COUNTY WASHINGTON CITY OFFICIALS KENNETH G. HEARING Mayor LONDI LINDELL City Administrator BRENDEN ELWOOD TREVOR KOSTANICH ALAN GOTHELF City Council MARTIN VOLKEN MARK RIGOS, P.E. PUBLIC

More information

WATER STRUCTURE LEGAL & SURVEY TOPOGRAPHY/GRADING LANDSCAPE/VEGETATION

WATER STRUCTURE LEGAL & SURVEY TOPOGRAPHY/GRADING LANDSCAPE/VEGETATION REVISION IDENTIFIER DETAIL LABEL CALLOUT LABEL 1 SHEET ABANDONED ASBESTOS CEMENT BALK OF WALK BEGINNING OF CURVE BENCH MARK BUILDING CAPACITY CAST IRON CATCH BASIN CATCH BASIN MANHOLE CENTER LINE CERTIFICATE

More information

Chapter 3. Experimental set up. 3.1 General

Chapter 3. Experimental set up. 3.1 General Chapter 3 Experimental set up 3.1 General Experimental set up and various swirl flow generators such as full length twisted tapes, increasing and decreasing order of twist ratio sets and full length screw

More information

Bracket guide. LK Pipe Pole. LK Radiator fixture Uni

Bracket guide. LK Pipe Pole. LK Radiator fixture Uni Bracket guide LK Radiator fixture Uni LK Radiator fixture Uni c/c 40 (Article no. 481 43 92) LK Radiator fixture Uni c/c 50 (Article no. 481 44 03) LK Pipe Pole (Article no. 481 43 91, 481 43 90) Used

More information