DESIGN OF IRRIGATION CHANNELS IN MOHAMMARA AKKAR MOHAFAZA
|
|
|
- Alicia Gardner
- 5 years ago
- Views:
Transcription
1 DESIGN OF IRRIGATION CHANNELS IN MOHAMMARA AKKAR MOHAFAZA VOLUME 1 DETAILED DESIGN DRAWINGS JULY, 2017
2
3 X= Y=39500 X= X= X= X= X= X= PROPOSED IRRIGATION CHANNEL Y=39000 mm Y=38500 mm 1000X300 mm 800X600 mm mm Y=38000 mm Y=37500 Y=37000 MOHAMMARA IRRIGATION CHANNELS GENERAL LAYOUT PLAN A1 P 1712A GEN 002
4 Y=38900 X= X= X= X= X= X= X= X= Y=38800 EXISTING CONCRETE CHANNEL EXISTING EARTH CHANNEL EXISTING ROAD GREEN HOUSE SS SURVEY STATION POINT ELEVATION Y=38700 Y=38600 Y=38500 Y=38400 MOHAMMARA TOPOGRAPHICAL SURVEY PLAN SHEET 1 OF 3 A1
5 Y=38500 X= X= X= X= X= X= X= Y=38400 EXISTING CONCRETE CHANNEL EXISTING EARTH CHANNEL EXISTING ROAD GREEN HOUSE SS SURVEY STATION POINT ELEVATION Y=38300 Y=38200 Y=38100 Y=38000 MOHAMMARA TOPOGRAPHICAL SURVEY PLAN SHEET 2 OF 3 A1
6 X= X= X= X= X= X= X= Y=38100 EXISTING CONCRETE CHANNEL EXISTING EARTH CHANNEL EXISTING ROAD GREEN HOUSE SS SURVEY STATION POINT ELEVATION Y=38000 Y=37900 Y=37800 Y=37700 MOHAMMARA TOPOGRAPHICAL SURVEY PLAN SHEET 3 OF 3 Y=37600 A1
7 Y=38900 X= X= X= X= X= X= X= X= Y=38800 EXISTING CONCRETE CHANNEL PROPOSED EXISTING EARTH OPEN IRRIGATION CHANNEL CONCRETE CHANNEL PROPOSED EXISTING ROAD COVERED IRRIGATION CONCRETE CHANNEL EXISTING GREEN HOUSE ROAD SS GREEN SURVEY HOUSE STATION PROPOSED POINT ELEVATION SLUICE GATE TYPE 1 PROPOSED SLUICE GATE TYPE 2 Y=38700 Discharge Point A A-5 A-4 A-3 Line A A-2 A-1 Y=38600 Y=38500 Y=38400 MOHAMMARA IRRIGATION CHANNELS LAYOUT PLAN LINE A SHEET 1 OF 3 A1
8 Y=38500 X= X= X= X= X= X= X= Y=38400 Discharge Point C C-41 EXISTING CONCRETE CHANNEL PROPOSED EXISTING EARTH OPEN IRRIGATION CHANNEL CONCRETE CHANNEL C-40 PROPOSED EXISTING ROAD COVERED IRRIGATION CONCRETE CHANNEL C-39 EXISTING GREEN HOUSE ROAD C-38 C-37 C-36 C-35 SS GREEN SURVEY HOUSE STATION PROPOSED POINT ELEVATION SLUICE GATE TYPE 1 PROPOSED SLUICE GATE TYPE 2 C-34 C-33 C-32 C-31 C-30 C-29 C-28 Y=38300 C-27 C-26 C-25 C-24 C-23 C-22 Line C C-21 C-20 C-19 C-18 C-17 Y=38200 C-16 C-15 C-14 C-13 C-12 Y=38100 C-11 C-10 C-9 C-8 C X300 C-6 C-5 C-4 C-3 C-2 C-1 B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-13 B-11B-12 B-10 B-14 B-15 B-16 Discharge Point B21 B-21-2 Line B-21 B-21-1 B-21 B-20 B-19 B-18 B-17 Line B B-22 B-24 B-23 B-25 B-29 B-28 B-27 B-26 B-31 B-30 B-33 B-32 Discharge Point B B-40 B-35 B-36 B-37 B-38 B-39 B-34 Y=38000 MOHAMMARA IRRIGATION CHANNELS LAYOUT PLAN LINE B AND LINE C SHEET 2 OF 3 A1
9 X= X= X= X= X= X= X= Y=38100 EXISTING CONCRETE CHANNEL PROPOSED EXISTING EARTH OPEN IRRIGATION CHANNEL CONCRETE CHANNEL Discharge Point D D-18 PROPOSED EXISTING ROAD COVERED IRRIGATION CONCRETE CHANNEL EXISTING GREEN HOUSE ROAD D-17 SS.18 GREEN SURVEY HOUSE STATION D-16 D PROPOSED POINT ELEVATION SLUICE GATE TYPE 1 PROPOSED SLUICE GATE TYPE 2 Y=38000 D-14 D-13 D-12 D-11 Line D D-10 D-9 D-8 D-7 D-6 Y=37900 D-5 D-4 D-3 800X600 D-2 D-1 Discharing Point E E-10 E-9 E-8 E-7 E-6 E-5 Line E E-4 E-3 E-2 E-1 Y=37800 Y=37700 MOHAMMARA IRRIGATION CHANNELS LAYOUT PLAN LINE D AND LINE E SHEET 3 OF 3 Y=37600 A1
10 B-21-1 B A-1 A-2 A-3 A-4 A Section Size (mm) 600 x 400 Material Concrete Slope (%) 0.5% 0.4% 0.5% 0.4% 0.5% Ground Level (m) Invert Level (m) Depth to Invert (m) Length (m) Station DATUM LINE A Section Size (mm) 600 x 400 Material Concrete Slope (%) 8.2% 8.9% 4.2% Ground Level (m) Invert Level (m) Depth to Invert (m) 4.25 Length (m) Station DATUM LINE B-21 Discharge Point B21 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 C-25 C-26 C-27 C-28 C-29 C-30 C-31 C-32 C-33 C-34 C-35 C-36 C-37 C-38 C-39 C-40 C Section Size (mm) 1000 x x300 Material Concrete Slope (%) 0.1% 0.1% 0.1% 0.2% 0.1% 0.3% 0.1% 0.2% 0.1% 0.2% 0.1% 0.2%0.1% 0.1% 0.1% Ground Level (m) Invert Level (m) Depth to Invert (m) Length (m) Station DATUM 80 LINE C B-21 Discharge Point C B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-13 B-14 B-15 B-16 B-17 B-18 B-19 B-20 B-21 B-22 B-23 B-24 B-25 B-26 B-27 B-28 B-29 B-30 B-31 B-32 B-33 B-34 B-35 B-36 B-37 B-38 B B-40 Discharge Point B Discharge Point A x 400mm I.L.= Section Size (mm) 600 x 400 Material Concrete Slope (%) 2.7% 4.9% 4.5% 7.8% 14.4% 6.1% 2.9%9.3% 0.6% 0.3% 9.8% 8.1% 5.5% 9.5% 6.4% 6.0% 2.8% 2.9% 3.6% 4.0% 7.9% 3.3% 3.0% 0.8% 0.5% 2.1% 2.6% 0.6% 0.5% 0.4% 0.5% 0.3% 0.6% 0.5% 1.6% 3.0% Ground Level (m) Invert Level (m) Depth to Invert (m) Length (m) Station DATUM LINE B 600 x 400mm I.L.= PROFILES SHOULD BE READ IN CONJUNCTION WITH LAYOUT PLANS 2. ALL SIZES ARE IN MILLIMETERS (AND ELEVATIONS IN METERS) UNLESS OTHERWISE SPECIFIED MOHAMMARA IRRIGATION CHANNELS PROFILES LINES A, B, B 21 AND C V:1/100 A1 P 1712A PRO 301
11 D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D Section Size (mm) 800 X x 300 Material Concrete Slope (%) 1.5% 0.3% 0.7% 1.1% 2.1% 0.9% 1.5% 1.2% 0.8% 1.7% 1.6% 1.4%1.1% 1.5% 1.7%0.3% Ground Level (m) Invert Level (m) Depth to Invert (m) Length (m) Station DATUM 40 LINE D Discharge Point D E-1 E-2 E-3 E-4 E-5 E Section Size (mm) 600 x 300 Material Concrete Slope (%) 1.2% 1.7%0.4%0.3% 0.7% 1.6% 0.4%0.6% 0.5% Ground Level (m) Invert Level (m) Depth to Invert (m) Length (m) Station DATUM LINE E E-7 E-8 E-9 E-10 Discharing Point E 1. PROFILES SHOULD BE READ IN CONJUNCTION WITH LAYOUT PLANS 2. ALL SIZES ARE IN MILLIMETERS (AND ELEVATIONS IN METERS) UNLESS OTHERWISE SPECIFIED MOHAMMARA IRRIGATION CHANNELS PROFILES LINES D AND E V:1/100 A1 P 1712A PRO 302
12 1 ALL DIMENSIONS ARE IN CENTIMETERS UNLESS OTHERWISE SPECIFIED ON DRAWING 2 CONCRETE SHALL BE NORMAL PORTLAND CEMENT TYPE 5 V, THE SPECIFIED 28 DAYS CYLINDRICAL COMPRESSIVE STRENGTH OF REINFORCED CONCRETE A A B B C C = 280KG/CM² AND OF BLINDING AND MASS CONCRETE = 150KG/CM². 3 ALL REINFORCING STEEL BARS SHALL BE DEFORMED HIGH GRADE STEEL (GRADE 60) HAVING A MINIMUM YIELD STRENGTH OF 4200KG/CM², AND MILD STEEL HAVING A MINIMUM YIELD OF 2800KG/CM² TYPICAL DETAILS SHEET 1 OF 2 N.T.S. P 1712A DET 401
13 1 ALL DIMENSIONS ARE IN CENTIMETERS UNLESS OTHERWISE SPECIFIED ON DRAWING 2 CONCRETE SHALL BE NORMAL PORTLAND CEMENT TYPE 5 V, THE SPECIFIED 28 DAYS CYLINDRICAL COMPRESSIVE STRENGTH OF REINFORCED CONCRETE = 280KG/CM² AND OF BLINDING AND MASS CONCRETE = 150KG/CM². 3 ALL REINFORCING STEEL BARS SHALL BE DEFORMED HIGH GRADE STEEL (GRADE 60) HAVING A MINIMUM YIELD STRENGTH OF 4200KG/CM², AND MILD STEEL HAVING A MINIMUM YIELD OF 2800KG/CM². C C B T D H E W NOTE: 1 DIMENSIONS OF THE SLUICE GATE VARY ACCORDING TO THE SIZE OF THE PROPOSED CHANNEL 2 TYPE 1 = MANUAL STEEL SLUICE GATE SMALL SIZE 3 TYPE 2 = MANUAL STEEL SLUICE GATE WIDTH ACCORDING TO CHANNEL 600MM < WIDTH < TYPICAL DETAILS SHEET 2 OF 2 N.T.S. P 1712A DET 402
L1702D-SW-PL-01 STORM LINES - PLANS (1 OF 3) L1702D-WW-PL-03 SEWER LINES - PLANS (3 OF 3) L1702D-SW-PL-02 STORM LINES - PLANS (2 OF 3)
GENERAL DWG Nb. DRAWING TITLE L1702D-LOD- LIST OF DRAWINGS L1702D-GN- GENERAL & L1702D-WW-GNL-01 SEWER LINES - GENERAL LAYOUT L1702D-WW-KPL-01 SEWER LINES - GENERAL KEY PLAN L1702D-SW-GNL-01 STORM LINES
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
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
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
Gradient and Rate of Change
Name: 1. Base your answer(s) to the following question(s) on the topographic map shown below. Letters A, B, C, and D represent locations on Earth s surface. The symbol marks the highest elevation on Patty
Foundation Specifications for 5.6-Meter Modular Earth Station Antennas
Installation Instructions Bulletin 237029 Foundation Specifications for 5.6-Meter Modular Earth Station Antennas Revision A Introduction This document specifies typical foundation characteristics, designs,
Beginners Guide to GPS Elevation Plus an Update on GPS Technology
Beginners Guide to GPS Elevation Plus an Update on GPS Technology A TMS Presentation By: Jon Aschenbach Summerlake Enterprises 919 36 th Place Forest Grove, OR 97116 503-707-6236 Coeur d Alene, ID April,
Foundation Specifications for 7.6-Meter Modular Earth Station Antennas
Installation Instructions Foundation Specifications for 7.6-Meter Modular Earth Station Antennas Bulletin 237186A Revision A Introduction This document specifies typical foundation characteristics, designs,
MEDIUM DUTY CAST IRON SLIDE GATES SERIES 20-10C
MEDIUM DUTY CAST IRON SLIDE GATES SERIES 20-10C Revised October 2007 Armtec reserves the right to alter designs. General The Armtec Sluice Gate is a quality and highly economical gate for a variety of
1. Land survey Work. 2. Civil and Structural engineering services.
SECTION 01050 FIELD ENGINEERING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division-1 Specification
Name: Topographic Profiles Multiple Choice
1. Base your answer to the following question on the topographic map below. Points A and B represent locations on the map. Elevations are shown in meters. Which diagram best represents the topographic
StormTrap Guide Specification. StormTrap SingleTrap on Pad Foundation Groundwater BELOW Invert Revised 11/21/18
StormTrap Guide Specification StormTrap SingleTrap on Pad Foundation Groundwater BELOW Invert Revised 11/21/18 This product guide specification is written according to the Construction Specifications Institute
B422 - PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS - OPSS 422
B422 - PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS - OPSS 422 422.1 GENERAL The work under these tender items consists of the fabrication and installation in open cut of precast reinforced
SECTION PRECAST CONCRETE SECTIONAL MANHOLES
SECTION 02545 PRECAST CONCRETE SECTIONAL MANHOLES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Precast reinforced concrete cylindrical sectional manholes, complete with openings, inserts, hardware,
APPENDIX D: DRAWING SUBMISSION STANDARDS
1.0 FIRST SUBMISSION CONCEPTUAL DESIGN Once the Developer has obtained approval for a Development Application where Park or Open Space improvements are required, a detailed Park or Open Space submission
StormTrap Guide Specification. StormTrap 2 SingleTrap on Aggregate Foundation Groundwater BELOW Invert Revised 11/30/17
StormTrap Guide Specification StormTrap 2 SingleTrap on Aggregate Foundation Groundwater BELOW Invert Revised 11/30/17 This product guide specification is written according to the Construction Specifications
Foundation Specifications
Installation Instructions Bulletin 237746 Foundation Specifications for High-Wind 4.5-Meter Earth Station Antennas Revision C 1.0 INTRODUCTION 1.1 This document specifies typical foundation characteristics,
Substation 33/11kV. General Notes. Drawn by: Hewa Qader Mustafa. Soran Rostam Aziz. C-For footings = 75 mm. B-For beams & columns = 40 mm.
General Notes Unless otherwise noted, All the dimensions are given in meter. Do not scale from these drawings. These drawings are proposed drawings. All structural drawings should be read in conjunction
SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS
9. STANDARD DETAILS SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS j:\clerical\royse city\1-4086 general services\168-tech const standards review\tcss manual\2018 tcss manual\sec-9a
SURVEYING 1 CE 215 CHAPTER -3-
Civil Engineering Department SURVEYING 1 CE 215 CHAPTER -3- PROFILE AND CROSS SECTION LEVELING 1 2 1 3 4 2 5 6 3 7 8 4 9 10 5 11 12 6 13 14 7 15 16 8 17 18 9 19 20 10 21 22 11 23 24 12 25 26 13 27 28 14
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
MINIMUM DRAWING REQUIREMENTS FOR WATER AND SEWER LINE PROJECTS
Public Works Department Water & Wastewater Services WATER & WASTEWATER ENGINEERING DIVISION 2555 West Copans Road Pompano Beach, Florida 33369 954-831-0745 FAX 954-831-0798/0925 MINIMUM DRAWING REQUIREMENTS
Symmetrical Parabolic Curve In highway practice, abrupt change in the vertical direction of moving vehicles should be avoided. In order to provide
Symmetrical Parabolic Curve In highway practice, abrupt change in the vertical direction of moving vehicles should be avoided. In order to provide gradual change in its vertical direction, a parabolic
Charlotte County Utilities DESCRIPTION
As-built Drawings / Surveyor 1. Electronic copy of survey data in tabular form of the utility assets 2. A signed and sealed letter with the following statement: "I hereby certify that the as-built location
BRASELTON WATER AND WASTEWATER DEPARTMENT CONSTRUCTION PLAN REVIEW CHECKLIST May 2006
Project Name: BRASELTON WATER AND WASTEWATER DEPARTMENT CONSTRUCTION PLAN REVIEW CHECKLIST May 2006 Phase: Unit: # Lots: Development Type (residential, commercial, industrial, etc.) Braselton Project No.
SUBDIVISION APPLICATION FOR DRT SUBMITTAL PUBLIC WORKS DEPARTMENT
Case #: SUBDIVISION APPLICATION FOR DRT SUBMITTAL PUBLIC WORKS DEPARTMENT 171 North Ross Street, Suite 200 Auburn, AL 36830 (334) 501-3000 ~ Fax: (334) 501-7294 Applicant Name: Mailing Address: Email Address:
Section 1 REBAR ARRANGEMENT & CONSTRUCTION CARRYOUT
Section 1 REBAR ARRANGEMENT & CONSTRUCTION CARRYOUT 1. Understanding of Drawing 1) Examination of drawing When construction contract is completed, the contents of the drawings are surveyed and checked
AVK PENSTOCK SOLUTIONS PENSTOCK SOLUTIONS
AVK PENSTOCK SOLUTIONS PENSTOCK SOLUTIONS AVK PENSTOCK RANGE AVK UK is part of the globally renowned AVK group who are based in over 85 countries and are known as one of the leading innovators and manufacturers
Existing and proposed contours at 1-foot intervals. The fill and/or excavation quantities in cubic yards.
PLAN REQUIREMENTS The plans for street design shall conform to the requirements of Sections 3 and 4. The following requirements shall also be shown on the plans where applicable. Road and Storm Plans:
City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS
City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS R-1 Alternate Pavement Structures July/10 R-2 Typical Cross Sections for Asphaltic Concrete Pavements
List of Figures. List of Forms
City of Columbia Engineering Regulations PART 1: SUBMISSION OF PLANS Table of Contents Paragraph Description Page No. 1.1 General 1-1 1.2 Engineer s Report 1-1 1.3 Plans 1-3 1.4 Revisions to Approved Plan
Leveling. Double-Rodded Leveling. Illustrative Problem. Double-Rodded Leveling 8/17/2014
Double-Rodded Leveling Double-Rodded Leveling A method of determining the differences in elevation between points by employing two level routes simultaneously Two turning points are established such that
APPENDIX C: MAIN RIVER BRIDGE PLANS. The graphics in this appendix depict the Practical Alternatives.
APPENDIX C: MAIN RIVER BRIDGE PLANS The graphics in this appendix depict the Practical Alternatives. NO. DESCRIPTION BY 4:36:17 PM 10/3/2007 STA.10+843.000 \ PYLON 6.000 5.000 (TYP) PYLON ELEVATION 210.000
This Land Surveying course has been developed by. Failure & Damage Analysis, Inc.
This Land Surveying course has been developed by Failure & Damage Analysis, Inc. www.discountpdh.com www.pepdh.com Bridge Surveying SURVEYS Bridge surveying is necessary to locate a site, obtain information
CITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST
CITY OF PITTSBURG ENGINEERING DEPARTMENT CONTRACT NO. 2012-16A WATER TREATEMENT PLANT CAPITAL IMPROVEMENTS PHASE 1A ADDENDUM #1 FENCE AND DITCH AUGUST 2014 CHAIN LINK FENCE SPECIFICATIONS Chain link fence,
CONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 422 MAY 1993 CONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS 422.01 SCOPE 422.02 REFERENCES 422.03 DEFINITIONS
8/17/2014. Process of directly or indirectly measuring vertical distances to determine the elevation of points or their differences in elevation
Process of directly or indirectly measuring vertical distances to determine the elevation of points or their differences in elevation Leveling results are used: To design highways, railroads, canals, sewers,
CONCEPT REVIEW GUIDELINES
Department of Planning & Community Development @ Jefferson Station 1526 E. Forrest Avenue Suite 100 East Point, GA 30344 404.270.7212 (Phone) 404.765.2784 (Fax) www.eastpointcity.org CONCEPT REVIEW GUIDELINES
ROOM smooth cement f.f FLOOR LAYOUT
3,300 3,600 4,100 2,159 1,000 1,241 ROOM smooth cement f.f 168 900 1,091 1,000 1,241 4,400 FLOOR LAYOUT FLOOR LAYOUT CARTAKERS ROOM 2,159 1,000 1,241 SOUTH ELEVATION EAST ELEVATION 1,241 1,000 1,091 900
K L Rakshith, Smitha, International Journal of Advance Research, Ideas and Innovations in Technology.
ISSN: 2454-132X Impact factor: 4.295 (Volume3, Issue4) Available online at www.ijariit.com Effect of Bracings on Multistored RCC Frame Structure under Dynamic Loading Rakshith K L Department of Civil Engineering
Minimum Drawing & Electronic Submittal Requirements For Record Drawings /As-Builts
Minimum Drawing & Electronic Submittal Requirements For Record Drawings /As-Builts PUBLIC WORKS ENGINEERING DEPARTMENT Revised: February 1, 2017 MINIMUM DRAWING REQUIREMENTS A. GENERAL PLAN REQUIREMENTS:
High Tensile Steel Black Self-Colour Hexagon Socket Cap Head Screws: Metric Thread
Datasheet RS Stock No: 529703 High Tensile Steel Black Self-Colour Hexagon Socket Cap Head Screws: Metric Thread Socket caps have a small cylindrical head with tall vertical sides giving them space-saving
CHAPTER 3 INFORMATION REQUIRED FOR PUBLIC IMPROVEMENT CONSTRUCTION PLANS TABLE OF CONTENTS
CHAPTER 3 INFORMATION REQUIRED FOR PUBLIC IMPROVEMENT CONSTRUCTION PLANS TABLE OF CONTENTS Section Title Page 3.1 General... 3-1 3.1.1 Plan Set...3-1 A. Loveland (City Limits Only)...3-1 3.1.2 Final Mylars...3-1
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.
Evaluation of In-Pavement Light Fixture Designs and Performance
Evaluation of In-Pavement Light Fixture Designs and Performance Presented to: IES ALC Fall Technology Meeting By: Joseph Breen Date: Background In-Pavement Light Fixture Assemblies Utilize a Circle of
B. Installation Instructions. Provide installation instructions, including any special equipment, to address the following.
SAMPLING AND TESTING. The Sampling and Testing requirements contained in -03 shall apply. MARKING. The Marking requirements contained in -03 shall apply. FINAL PRODUCTION INSPECTION. The Final Production
SCHEDULE 10 ENGINEERING DRAWING SUBMISSION
SCHEDULE 10 ENGINEERING DRAWING SUBMISSION Subdivision, Development and Servicing Bylaw No. 1535 10. ENGINEERING DRAWING SUBMISSIONS TABLE OF CONTENTS 1.0 General 3 1.1. Introduction 3 1.2. General Requirements
3400 Tectura Designs Precast Concrete
3400 Tectura Designs Precast Concrete PART 1 - GENERAL 1.1 SUMMARY A. Perform all work required to furnish and complete the proper installation of precast concrete. B. Types of Precast Concrete work include:
Field Observations and One-Dimensional Flow Modeling of Summit Creek in Mack Park, Smithfield, Utah
Sediment Transport Workshop, Utah State University, 1 August 2017 Field Observations and One-Dimensional Flow Modeling of Summit Creek in Mack Park, Smithfield, Utah I. Goals for learning and discussion:
www.cad-designers.com Staffing Services Cad Designers is an established staffing company that specializes in providing professional support for the A/E/C industry. All candidates are screened with a complete
Foundation Specifications for Type ES45T-T and ES45T-R 4.5-Meter Earth Station Antennas
Installation Instructions Foundation Specifications for Type ES45T-T and ES45T-R 4.5-Meter Earth Station Antennas Bulletin 37690B Revision F 1.0 INTRODUCTION 1.1 This document specifies typical foundation
SECTION CONCRETE REINFORCEMENT FOR STEAM UTILITY DISTRIBUTION
PAGE 032015-1 SECTION 032015 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification sections,
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
Reinforcing Mesh Product Guide
Reinforcing Mesh Product Guide Reinforcing New Zealand since 1954 Super Ductile 500E & Hard Drawn NORTH ISLAND Fletcher Reinforcing supplies the reinforcing steel and mesh that provides the strength to
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
Drip In Classic Turbulent Flow Dripline
Drip In Classic Turbulent Flow Dripline Ag Irrigation Application: Drip In Classic is the most effective and economical choice for most permanent and row crop applications. The hose with the integral in-line
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
EXTERIOR BUILDING, ROOFING, AND SITE IMPROVEMENTS
CONTRACT NUMBER: IFB-8-B006 ARCHITECT / ENGINEER : HURST-ROSCHE, INC. NO. LINOIS 62203 (68) 398-0890 -7 E. RANDLE ST./ N. FRITZ ST. 402 CHERRY ST., 404-406 ST. LOUIS ST. 502-506 DEE ST. 50-505 PLUM ST.
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
Survey Requirements. Design Guidelines and Standards. June Office of the University Architect
Design Guidelines and Standards Survey Requirements June 2004 Office of the University Architect Construction Management P.O. Box 210181 Cincinnati, Ohio 45221-0181 Table of Contents Survey Requirements
Lab #4 Topographic Maps and Aerial Photographs
Lab #4 Topographic Maps and Aerial Photographs Purpose To familiarize you with using topographic maps. Visualizing the shape of landforms from topographic maps is an essential skill in geology. Proficiency
SUBMITTAL REQUIREMENTS FOR USE PROCESS III OR PROCESS IV
COMMUNITY DEVELOPMENT DEPARTMENT 33325 8 th Avenue South Federal Way WA 98003 253-835-2607; Fax 253-835-2609 www.cityoffederalway.com SUBMITTAL REQUIREMENTS FOR USE PROCESS III OR PROCESS IV USE PROCESS
STEEL CABLE BRACING 1700LBS WORKING TENSION INSTALLED IN PAIRS ON EVERY SET OF NORTH-SOUTH ANCHORS WITHIN 33' OF PERIMETER PANEL SUPPORT
0-45 COUNTY ROAD X 78.88±.0 (P) 49.67.580 (F) 49.67.54 ANCHOR (45.5) ELEVATION APA CARTRIDGE PLAN.0 ±.0 PANEL MOUNTING HOLES PANEL SUPPORT 6.0±.0 A PROFILE 08.6±.0 5.0 ±.0 SCALE / 8 CINCH CAP END LUG END
Reinforcing Mesh Product Guide
Reinforcing Mesh Product Guide Reinforcing New Zealand since 1954 Super Ductile 500E & Hard Drawn SOUTH ISLAND Fletcher Reinforcing supplies the reinforcing steel and mesh that provides the strength to
SPECIFICATIONS FOR THE MANUFACTURE AND DESIGN OF PRECAST THREE SIDED ARCH STRUCTURES, WINGWALLS AND HEADWALLS
SPECIFICATIONS FOR THE MANUFACTURE AND DESIGN OF PRECAST THREE SIDED ARCH STRUCTURES, WINGWALLS AND HEADWALLS 1. DESCRIPTION THESE SPECIFICATIONS ARE FOR A PRECAST THREE SIDED ARCH STRUCTURE, HEADWALLS
SHADOW ARRAY SOUTH TERMINAL REDEVELOPMENT PROJECT. DIA. PATRICK MAROLD STUDIOS INC 2013
SHADOW ARRAY SOUTH TERMINAL REDEVELOPMENT PROJECT. DIA. PATRICK MAROLD STUDIOS INC 2013 The Shadow Array is a sculptural installation that will enhance and activate the valley of the South Terminal Redevelopment
200 x x 3000mm
200 x 200-3000 x 3000mm Flow Control Crew NSW Penstocks and Stopboards are used for the isolation and control of water, wastewater, stormwater, drainage, water level and spillways. www.crewnsw.com Features
Survey Data and TOPO Checklist
Checklists Survey Data and TOPO Preliminary Plan Field Review Plans o Field Review Erosion Control Right-of-Way and Utility Meeting Plans Final Plan Field Review Plans Methods of Plan Markups Plan-in-Hand
The Unit Factor and Dimensional Analysis
WORKSHEET 31 The Unit Factor and Dimensional Analysis The measurements you take in science class, whether for time, mass, weight, or distance, are more than just numbers they are also units. To make comparisons
General Layout. Eng. Maha Moddather
General Layout Eng. Maha Moddather mahamoddather@eng.cu.edu.eg Introduction Concrete Beam subjected to Bending Moment around Major Axis M x Compression d Concrete tensile strength is neglected A S Tension
Experimental Study on Pile Groups Settlement and Efficiency in Cohesionless Soil
Experimental Study on Pile Groups Settlement and Efficiency in Cohesionless Soil Elsamny, M.K. 1, Ibrahim, M.A. 2, Gad S.A. 3 and Abd-Mageed, M.F. 4 1, 2, 3 & 4- Civil Engineering Department Faculty of
INTRODUCTION. HareeshaN G Lecturer Department of aeronautical engg. Classification of manufacturing process
INTRODUCTION HareeshaN G Lecturer Department of aeronautical engg Classification of manufacturing process 2 Blore 1 Classification of manufacturing process 3 Types of production systems Mass production
OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO
OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO 43216-0899 July 20, 2012 To: Users of the Standard Bridge Drawings From: Tim Keller, Administrator, Office of Structural
City of Regina Standard Construction Specification SECTION 2660 CHAIN LINK FENCE
1.0 GENERAL 1.1 Scope 1.1.1 The work shall consist of supply and installing chain link fence, including braces and gates, as shown on the plans and specifications at the locations designated by the Engineer.
Silver Ball Matrix BGA Socket
A1 corner 4.600 Silver Ball Matrix BGA Socket Features Wide temperature range (-55C to +0C). Current capability is 4A per pin. Over 40GHz bandwidth @-1dB for edge pins. Low and stable contact resistance
CHECKLIST PRELIMINARY SUBDIVISION AND PRELIMINARY SITE PLAN
N/A Waiver (1) Four (4) copies of application form. (2) Fifteen (15) copies of plan (3) Subdivision/site plan application fee & professional review escrow deposit (4) Variance application fee & professional
Double Beam Freestanding Pergola Installation Guide
Double Beam Freestanding Pergola Installation Guide Patent Pending. Copyright 2011 USAVinyl, LLC - All Rights Reserved The information contained in these instructions are proprietary to USAVinyl, LLC and
SOUTH AFRICAN NATIONAL STANDARD
ISBN 978-0-626-22847-7 Any reference to SABS 0155 is deemed to be a reference to this standard (Government Notice No. 1373 of 8 November 2002) SOUTH AFRICAN NATIONAL STANDARD Accuracy in buildings Published
GHz BGA SOCKET - direct mount, solderless
45.00±0.25 GHz BGA SOCKET - direct mount, solderless Features Directly mounts to target PCB (needs tooling holes) with hardware High speed reliable elastomer connection Minimum real estate required Compression
QUANTITY SURVEYS. Introduction
QUANTITY SURVEYS Introduction In engineering surveying, we often consider a route (road, sewer pipeline, channel, etc.) from three distinct perspectives. The plan view of route location is the same as
Clarifications in italics added July 2018
SECTION 10000 RECORD DRAWING CHECKLIST Clarifications in italics added July 2018 All entities who construct public infrastructure, private streets, private storm drain collection systems and travel lanes,
NEW HOME WARRANTY A REFERENCE GUIDE FOR TYPICAL WALL AND WINDOW DETAILS (RAINSCREEN SYSTEM) SHOWN AS FIBRE CEMENT CLADDING
NEW HOME WARRANTY A REFERENCE GUIDE FOR TYPICAL WALL AND WINDOW DETAILS (RAINSCREEN SYSTEM) SHOWN AS Reference Guide 0.1 GENERAL 0.1 Reference Guide 0.2 Index 0.3 Disclaimer & Limitations 0.4 General Notes
Florida Department of Education CURRICULUM FRAMEWORK
Florida Department of Education CURRICULUM FRAMEWORK July 2001 Program Title: Occupational Area: Blueprint Reading and Estimation Industrial Education PSAV Program Numbers I469919 CIP Number 0646.999901
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...
Section E NSPS MODEL STANDARDS FOR TOPOGRAPHIC SURVEYS Approved 3/12/02
Section E NSPS MODEL STANDARDS FOR TOPOGRAPHIC SURVEYS Approved 3/12/02 1. INTRODUCTION This standard is written to provide the professional surveyor (Surveyor) and the client with a guideline for producing
5 th Grade Powers of 10. Part I. What are powers of 10?
5 th Grade Powers of 10 Part I. What are powers of 10? 1 1 1 1 1, 10, 100, 1000, 10000, etc. are all powers of 10. The fractions,,,, etc. are 10 100 1000 10000 also considered powers of 10. In decimal
Rodney Hunt. A GA Industries Company Glydaseal Gates
Rodney Hunt A GA Industries Company Glydaseal Gates GUIDE BRONZE GUIDE BAR FRAME NUT POCKET SEAT FACING RESILIENT INVERT SEAT DISC GUIDE BAR ADJUSTMENT BOLT WITH LOCK NUT GUIDE BAR ATTACHING BOLT The Glydaseal
GLASSvent TM Windows for Storefront Framing
MARCH, 05 GLASSvent TM Windows for Storefront Framing INDEX PROJECT-OUT WINDOW... 3-8 OUTSWING CASEMENT WINDOW... 9-4 LAWS AND BUILDING AND SAFETY CODES GOVERNING THE DESIGN AND USE OF GLAZED ENTRANCE,
Introduction to Site Layout Annotated Instructor s Guide. Module PREREQUISITES MODULE OVERVIEW OBJECTIVES PERFORMANCE TASKS
Introduction to Site Layout Annotated Instructor s Guide Module 78101-04 MODULE OVERVIEW This module provides an overview of the site layout trade and related tasks. The use of the builder s level and
580 - NOISE BARRIERS OPSS 580 INDEX
580 - OPSS 580 INDEX 580.1 GENERAL 580.1.1 Noise Barrier Design Elements 580.1.1.1 Wind-Load Designs 580.1.1.2 Sound-Absorptive Barriers 580.1.1.3 Noise Barrier Colour, Pattern and Texture 580.1.2 Grading
To: New York State Department of Transportation ENGINEERING INSTRUCTION. Approved:
To: New York State Department of Transportation ENGINEERING INSTRUCTION Title: PRECAST CONCRETE PAVEMENT SLAB SYSTEMS STANDARD SPECIFICATION Distribution: Manufacturers (18) Local Govt. (31) Agencies (32)
The Nantucket Legacy Arbor
ASSEMBLY INSTRUCTIONS 0. in 9 in 0. in 68 in 7 in in *Nantucket Legacy with Trim Kit Shown Above. Please read through before starting assembly. in 60 in 0 in 8 in IMPORTANT: CHECK THE INSIDE OF YOUR POSTS
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
INVICTA PENSTOCK SOLUTIONS PENSTOCK SOLUTIONS
INVICTA PENSTOCK SOLUTIONS PENSTOCK SOLUTIONS INVICTA PENSTOCK RANGE Invicta is a well established, service driven company offering complete valve, penstock and actuator solutions. Invicta Valves was formed
ACSA PLAN REVIEW CHECKLIST (Guideline Only) (4) Standard water and sewer general plan notes (attached).
ACSA PLAN REVIEW CHECKLIST (Guideline Only) Revised: December 3, 2015 General (1) Proper Title (2) Vicinity map on first sheet. (3) Date and latest plan revision. (4) Standard water and sewer general plan
CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA (360)
CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA 98501 (360) 754-4180 Email: cdd@ci.tumwater.wa.us WATER-SEWER-STREET-STORM (IN CITY) Submittal Checklist TUM - RCVD BY DATE STAMP APPLICANT INFORMATION
BOARD OF TECHNICAL EDUCATION, UTTAR PRADESH Question Paper Account for Special Back Paper Examination (December Exam)
Page 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 0001 DESIGN OF STEEL & MASONARY STRUCTURES 0002 TRANSPORTATION ENGINEERING 0003 DESIGN OF
UNDERGROUND UTILITY TRENCHES AND VAULTS Page 1 of 6 ADDENDUM #1
Page 1 of 6 ADDENDUM #1 PART 1 GENERAL 1.01 PRINCIPAL WORK IN THIS SECTION A. The requirements of the Owner's General Conditions, Supplementary Conditions, Special Conditions, and Division 1 - General
UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1
UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1 ENGINEERING STANDARDS FOR UTILITY AND STREET CONSTRUCTION PLANS MARCH 2014 CONSTRUCTION PLAN SHEET FORMAT REQUIREMENTS REPRODUCIBLE MYLAR 1.
Flanged Dowel Box. Load Transfer System INDUSTRIAL SLAB ON GROUND
Flanged Dowel Box INDUSTRIAL SLAB ON GROUND Designed for construction joints in Post Tension or large shrinkage specifications Large lateral movement and expansion capacity Eliminates the need to drill