CONTRACT 1 DISTRICT G WATER STORAGE TANK EASTHAM, MASSACHUSETTS FEBRUARY 2015
|
|
|
- Nora Peters
- 5 years ago
- Views:
Transcription
1 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 4038 CD - 1 CONSTRUCTION DETAILS I TOWN ADMINISTRATOR CD - 2 CONSTRUCTION DETAILS II SHEILA VANDERHOEF CD - 3 CONSTRUCTION DETAILS III BOARD OF SELECTMEN M-1 MECHANICAL DRAWING M-2 MECHANICAL DETAILS I M-3 MECHANICAL DETAILS II LINDA BURT JOHN KNIGHT MARTIN McDONALD WALLACE ADAMS, II ELIZABETH GAWRON E-1 ELECTRICAL DRAWING PUBLIC WORKS SUPERINTENDENT I-1 INSTRUMENTATION AND SCADA NEIL ANDRES, P.E.
2 . Drawing file: C:\temp\AcPublish_11676\02 - GENERAL NOTES.dwg Plot : Feb 11,2015-3:18pm GENERAL NOTES AND LEGEND
3 Drawing file: I:\Eastham.217\Phase 1 - Eastham Water System\ Contract 1 District G Tank Site\01 Drawings\03 - C1-4-.dwg Plot : Feb 11,2015-2:45pm PLAN SCALE: 1"=20' 1"=20' EXISTING SITE PLAN
4 Drawing file: I:\Eastham.217\Phase 1 - Eastham Water System\ Contract 1 District G Tank Site\01 Drawings\03 - C1-4-.dwg Plot : Feb 11,2015-2:46pm PLAN SCALE: 1"=20' 1"=20' PROPOSED WATER STORAGE TANK SITE PLAN
5 WATER MAIN TRENCH DETAIL CONCRETE THRUST BLOCK DETAIL AT BEND GATE VALVE AND VALVE BOX DETAIL Drawing file: C:\temp\AcPublish_13252\03 - C1-4-.dwg Plot : Feb 11,2015-2:46pm CONCRETE THRUST BLOCK DETAIL AT TEE/PLUG HYDRANT ASSEMBLY DETAIL TYPICAL UNDERGROUND CONDUIT DETAIL TYPICAL HAND HOLE DETAIL CONSTRUCTION DETAILS I
6 OVERFLOW DETAIL SCALE: 1/2" = 1'-0" WALL PENETRATION DETAIL TANK FOUNDATION PIPE PENETRATION DETAIL SCALE: 1/2" = 1'-0" Drawing file: C:\temp\AcPublish_13252\03 - C1-4-.dwg Plot : Feb 11,2015-2:47pm 20' WIDE DOUBLE GATE DETAIL 8' HIGH FENCE DETAIL 4' WIDE PERSONNEL GATE CONSTRUCTION DETAILS - II
7 FRAME AND COVER DETAIL DRAIN PIPE TRENCH DETAIL DRAIN MANHOLE RIP RAP DETAIL Drawing file: C:\temp\AcPublish_13252\03 - C1-4-.dwg Plot : Feb 11,2015-2:48pm FLARED END OUTLET DETAIL GRAVEL DRIVEWAY DETAIL TANK APRON DETAIL LOAM AND SEED DETAIL CONSTRUCTION DETAILS - III
8 TANK FLOOR PLAN SCALE: 3/16"=1'-0" TANK PROFILE VIEW Drawing file: C:\temp\AcPublish_11676\04 - M1-2-Alternate Design - REV1.dwg Plot : Feb 11,2015-5:03pm ROOF RAILING/ANTENNA CAGE DETAIL SCALE: 1/8"=1'-0" SAMPLE TAP DETAIL PIPING CROSS SECTION A-A SCALE: 1/2"=1'-0" MECHANICAL DRAWINGS
9 HORIZONTAL PIPE SUPPORT DETAIL VERTICAL PIPE SUPPORT DETAIL ELEVATION PROFILE SCALE: 3/16"=1'-0" Drawing file: I:\Eastham.217\Phase 1 - Eastham Water System\ Contract 1 District G Tank Site\01 Drawings\04 - M1-2-Alternate Design - REV1.dwg Plot : Feb 11,2015-2:52pm PRESSURE GAUGE MOUNTING DETAIL TANK DRAIN DETAIL TIDEFLEX ORIFICE PLAN VIEW 12" X 12" WATERFLEX OUTLET CROSS-SECTION STATIC MIXING SYSTEM SCALE: MECHANICAL DETAILS I
10 Drawing file: I:\Eastham.217\Phase 1 - Eastham Water System\ Contract 1 District G Tank Site\01 Drawings\04 - M1-2-Alternate Design - REV1.dwg Plot : Feb 11,2015-2:53pm EMERGENCY CHEMICAL FEED SYSTEM DETAIL EMERGENCY CHEMICAL INJECTION DETAIL MECHANICAL DETAILS II
11
12 LEGEND TANK DISPLAY PANEL LAYOUT SCADA SYSTEM SCHEMATIC Drawing file: C:\temp\AcPublish_11676\05 - I-1_recover.dwg Plot : Feb 13,2015-8:57am N.T.S. INSTRUMENTATION AND SCADA
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
CONSTRUCTION OF NORTH TORRANCE WELL FIELD PROJECT C.I.P. No. I-108 PHASE III CONCEPT DESIGN PLANS
CONSTRUCTION OF NORTH TORRANCE WELL FIELD PROJECT C.I.P. No. I-108 PHASE III CONCEPT DESIGN PLANS PLANT SITE 17825 YUKON AVE TORRANCE, CA UTILITY CONTACT LIST: PROJECT LIMITS LOCATION MAP BASIS OF BEARINGS
APPENDIX 1: CONSTRUCTION PLAN CHECKLIST
APPENDIX 1: CONSTRUCTION PLAN CHECKLIST October 2017 APPENDIX A APPENDIX 1: CONSTRUCTION PLAN CHECKLIST ALL PLANS Plans on 24-inch by 36-inch paper (Originals shall be transmitted on a CD as an electronic
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
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
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
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.
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
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
CITY OF MUSKEGO DRAFTING STANDARDS
CITY OF MUSKEGO DRAFTING STANDARDS GENERAL - These standards apply to all plans. 1. Plans must be prepared on sheets measuring 36 inch across and 22 inch to 24 inch high unless otherwise specified under
LOWNDES COUNTY ENGINEERING PLAN REVIEW CHECKLIST. Design Professional: Phone: Developer: Phone: 2 nd Submittal (No Fee)
MEMORANDUM MICHAEL B. FLETCHER, P.E. COUNTY ENGINEER 327 N. Ashley Street Valdosta, GA 31601 Telephone: (229) 671-2424 Fax: (229) 245-5299 mfletcher@lowndescounty.com LOWNDES COUNTY ENGINEERING PLAN REVIEW
INDEX OF SHEETS FLAMING GORGE RANGER DISTRICT OFFICE ADDITION REGION 4 INTERMOUNTAIN REGION ASHLEY NATIONAL FOREST DRAWING SHEET INDEX
INDEX OF SHEETS SHT. DWG. SHEET TITLE GENERAL 1 G1 COVER SHEET, VICINITY MAP, PROJECT DESCRIPTION 43 A402 INTERIOR ELEVATIONS WOMENS 44 A403 INTERIOR ELEVATIONS MENS 45 A404 INTERIOR ELEVATIONS BUILDING-PLUMBING
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 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
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
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
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
Type A. BWSC CAD Standards for Site Plans (Design and As-Built) Format. Scale. Fonts, Linetypes, Shapes
BWSC CAD Standards for Site Plans (Design and As-Built) Type A The following CAD standards are for Type A application and involve no work in Public Street, except for connection(s) to the Boston Water
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
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
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
CITY OF LAREDO 3MG SAN ISIDRO SUBDIVISION ELEVATED STORAGE TANK
PROJECT LOCATION FOR 3MG ELEVATED STORAGE TANK AT SAN ISIDRO SUBDIVISION CITY OF LAREDO 3MG SAN ISIDRO SUBDIVISION ELEVATED STORAGE TANK engineers architects surveyors below. Knowwhat's Call beforeyoudig.
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
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
CHAPTER 11. Plan Standards
CHAPTER 11 Plan Standards A. Introduction The city requires uniform public improvement plans for ease of record keeping and understanding. The following standards govern most plan submittals to the city.
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.
STANDARD AND EXAMPLE DRAWINGS
STANDARD AND EXAMPLE DRAWINGS DRAWING ISSUE TITLE GENERAL CA01-1-1 E EXAMPLE CATCHMENT PLAN - DESIGN BASIS CA01-1-2 D EXAMPLE PRESSURE MAIN CHARACTERISTIC CURVE CA01-1-3-1 B TYPE 10, 40 AND 90 PUMPING
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
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
CITY OF VISTA STANDARD DRAWINGS
CITY OF VISTA STANDARD DRAWINGS May, 2015 THIS SHEET INTENTIONALLY LEFT BLANK TABLE OF CONTENTS MODIFICATIONS Modifications to San Diego Regional Standard Drawings DRAINAGE STRUCTURES DRN 01 Corrugated
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
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
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:
Introduction to Substation Design TADP 542
Introduction to Substation Design TADP 542 Distribution Substations- Drawings and Documentation Instructor: Richard Snell Transmission & Distribution Program Drawings Drawings are prime method for communicating
CITY OF VISTA STANDARD DRAWINGS
CITY OF VISTA STANDARD DRAWINGS May, 2015 THIS SHEET INTENTIONALLY LEFT BLANK TABLE OF CONTENTS MODIFICATIONS Modifications to San Diego Regional Standard Drawings DRAINAGE STRUCTURES DRN 01 Corrugated
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
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
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
City of Beaumont. Public Works Engineering. Street Improvement Plan Checklist REV 4/18/16
City of Beaumont Public Works Engineering Project Name: TR: Project No.: Date: Street Improvement Plan Checklist Chk A. All Sheets 1. 24" x 36" 2. Signed by the engineer-of-work 3. Marked with the contact
UNIVERSITY OF ROCHESTER DESIGN STANDARDS FEBRUARY 29, 2012
SECTION 01950 - RECORD DRAWINGS & SPACE FLOOR PLANS 1.1 RECORD DRAWINGS MATERIAL AND FORMAT A. Definition 1. Final record drawings, or as-builts, are drawings, which are revised to reflect the changes
10010 RECORD DRAWING INFORMATION
SECTION 10000 RECORD DRAWING CHECK LIST All entities who construct public infrastructure, private streets, private storm drain collection systems and travel lanes, shall submit to the Town of Cary Engineering
Anne Arundel County Dept. of Inspections and Permits Storm Drain Checklist
Project Name Project Number Engineer Plans are to be designed based on the standards set forth in the Anne Arundel County Design Manual Standards and Specifications, and all other manuals as stipulated
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
3. DESIGN SPECIFICATIONS
Schedule H to Bylaw 7452, Subdivision Bylaw Page 10 3. DESIGN SPECIFICATIONS 3.1 General 3.1.1 The Design Specifications apply to the design of sanitary sewers, storm drains, waterworks, roadways, and
Plan Review and Standards
Plan Review and Standards Minnesota Rules, part 4720.0010, states that prior to the installation, alteration, or extension of any water supply infrastructure, plans and specifications must be submitted
Stepping ahead in technology & innovation PIPING INSTITUTE OF TECHNOLOGY & ANALYSIS SOLUTIONS
Stepping ahead in technology & innovation PIPING INSTITUTE OF TECHNOLOGY & ANALYSIS SOLUTIONS PIPING ENGINEERING & PLANT DESIGN Chapter 1. Introduction of Piping Industry & Role of Piping Engineer 1.1.
Council Policy Engineering Drawing Submission Requirements
POLICY 265 City of Kelowna 1435 Water Street Kelowna, BC V1Y 1J4 250 469-8500 kelowna.ca Council Policy Engineering Drawing Submission Requirements APPROVED June 4, 2001 RESOLUTION: R375/10/04/26 REPLACING:
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for preparation
Plan Submittal and Review Checklist
Improving quality of life today creating a better tomorrow Plan Submittal and Review Checklist Version 1.2 September 4, 2017 Contents Overview... 2 Plan Submittal Checklist... 2 Plan Review Checklist -
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:
SHEET 1 OF 1 SCALE A1 A3 1: 200. SITE LAYOUT Scale 1:200 GLP TOTTENHAM ROAD
CLASSROOMS EXSISTING CONCRETE PATH EXSISTING FENCE 10785 2975 240 2,975 GRAVEL 1,350 3,000 PROPOSED PAVILION STRUCTURE 15000 EXSISTING VEGETATION PROPOSED RAIN GARDEN PROPOSED WATER TANK SERVICES JUNCTION
Essential Skills: Reading and Interpreting Maps and Plans
Essential Skills: Reading and Interpreting Maps and Plans Prepared for: NEW YORK STATE PLANNING FEDERATION April 14, 2015 Prepared by: BME ASSOCIATES Peter G. Vars, P.E. Stages of Plan Review Concept /
HUSSEY GAY BELL SAVANNAH, GEORGIA
HUSSEY GAY BELL SAVANNAH, GEORGIA ------------------------------------------------------------------------------------------------------------ ADDENDUM NO. 3 TO THE CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS
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
Town of Westlake Construction Plans Review Checklist
CONSTRUCTION PLANS CONTENTS All Drawings 24 x 36 Cover Sheet Final Plat Site Plan Demolition Plan Utility Plan Drainage Area Map and Calculations Paving Plan & Profile Sheets Storm Drain Plan & Profile
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
TO WHOM IT MAY CONCERN:
TO WHOM IT MAY CONCERN: A lot of questions are asked throughout the year as to when a building permit is required. This list may help identify some of the instances when a permit would be required: Permit
Dry Toilet, Version 2.0 June 17, 2015
Dry Toilet, Version 2.0 June 17, 2015 Concrete Base When forming the concrete base, make sure it is same or slightly larger dimensions than the wooden base described below. The urine drain pipe is accommodated
Zoning District: R-1, R-2, and R-4 Applicant: Exeter Rose Farm, LLC, 953 Islington Street #23D Portsmouth, NH 03801
2220.00, Town Planner Town Planning Office, Town of Exeter 10 Front Street Exeter, NH 03833 Re: Exeter Rose Farm Subdivision Design Review Engineering Services Exeter, New Hampshire Site Information: Tax
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
SECTION III SUBMITTALS AND APPROVALS
SECTION III SUBMITTALS AND APPROVALS In order to expedite the approval process of new water distribution system and sanitary sewer collection system extensions, the Hilton Head No. 1 Public Service District
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
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
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
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
Instructions. 1. How our DIY package works: 2. Important things to think about:
Instructions 1. How our DIY package works: a. Once you have completed the drawing drop it off at our office or email it if you have access to a scanner. Our address is: 2924 H Miners Ave, Saskatoon, Sk
TAXIWAY B NORTH ROAD RUNWAY TAXIWAY C NORTH ROAD VICINITY MAP. Plans Prepared By:
CONSTRUCTION PLANS CITY OF NAPLES AUTHORITY (APF) NAPLES, COLLIER COUNTY, FLORIDA NAA BID NO. : TBD FAA AIP NO.: N/A FDOT FM NO.: N/A HANSON PROJ. NO. 15A0023 CITY OF NAPLES AUTHORITY BOARD OF COMMISSIONERS
WATER & SEWER CONSTRUCTION SITE PLAN DESIGN SUMMARY COMMERCIAL & RESIDENTIAL
WATER & SEWER CONSTRUCTION SITE PLAN DESIGN SUMMARY COMMERCIAL & RESIDENTIAL This summary is not all inclusive of the requirements set forth by the York County Planning & Development Services, York County
Visual Pipe Stress Analysis for AutoCAD Plant 3D
Page 1 of 7 Visual Pipe Stress Analysis for AutoCAD Plant 3D AutoCAD Plant 3D 2015 and checkstress It is common practice for piping designers to consider space constraints, process and flow constraints
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
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
Institut Kemahiran MARA Kuching Sarawak
Institut Kemahiran MARA Kuching Sarawak SCHEME OF WORK COURSE : SIJIL TEKNOLOGI BEKALAN AIR DAN PEMBENTUNGAN SESSION : JAN JUN 2009 SEMESTER : 2 2 CODE/SUBJECT : TCP 2114 External Water Supply System HOURS/WEEK
Porter County Plan Commission
Plan Type: Development Plan Administrative DRC PC Primary Plan Administrative DRC PC Secondary Plat/Replat Administrative DRC PC PUD Conceptual Detailed Final Project Information Project Name: Developer
CONTRA COSTA WATER DISTRICT DRAWING PRODUCTION AND CADD MANUAL TABLE OF CONTENTS SECTION
DRAWING PRODUCTION AND CADD MANUAL TABLE OF CONTENTS SECTION PAGE NUMBER 1.0 INTRODUCTION... 1-1 1.1 Purpose... 1-1 1.2 Scope... 1-1 1.3 Responsibility... 1-1 1.4 Terms... 1-1 1.5 Use and Implementation...
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............
RECORD DRAWINGS REVISED TO CONFORM TO CONSTRUCTION RECORDS PROVIDED BY CONTRACTOR GMG BY DATE 11/13 CRS NO.
CELL: (715) 803-8009 MABOSI@WISCONSINPUBLICSERVICE.COM CELL: (715) 573-7806 CHVIRCKS@WISCONSINPUBLICSERVICE.COM CALVIN.KLADE@FTR.COM DGAU@KRONENWETTER.COM SCOTT OLSEN (715) 302-1348 S REVISED TO CONFORM
CITY OF SAN MARCOS ENGINEERING DIVISION
AN APPLICANT S GUIDE TO PROCEDURES FOR: CITY OF SAN MARCOS ENGINEERING DIVISION ENGINEER S COST ESTIMATE USING UNIT PRICES FOR BOND PURPOSES-REVISED NOVEMBER 9, 2006 (Calculations are already set-up in
City of Kitchener Infrastructure Services Department Engineering Services Division. CAD Standards for Engineering
City of Kitchener Infrastructure Services Department Engineering Services Division CAD Standards for Engineering Printed: October 29, 2012 Revision History Revision Description Date Layer revisions. June
STATE UNIVERSITY CONSTRUCTION FUND
DIRECTIVE 1C-12 Issue date: August 2012 1. General SURVEY, MAPPING AND UTILITY LOCATING This Directive has been developed as a general guide for the survey and mapping effort required for Fund projects.
InstrumentationTools.com
Author: Instrumentation Tools Categories: Guest Articles Level Transmitter and Level Gauge Design Tips Level Transmitter and Level Gauge Design Tips Level / Vessel Sketches What is this? Level sketch or
University of Houston Master Construction Specifications Insert Project Name SECTION MECHANICAL SCOPE OF WORK PART 1 - GENERAL
SECTION 23 00 10 - MECHANICAL SCOPE OF WORK PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. The Conditions of the Contract and applicable requirements of Division 1, "General Requirements", and Section 23 01
KC Water Rules and Regulations For Water Main Extensions and Relocations
KC Water Rules and Regulations For Water Main Extensions and Relocations MAY 2017 NOTE: Changes from 2016 are highlighted in yellow and appear on Pages 5, 8, 10-11, 13, and 15. Additional changes made
Anne Arundel County Dept. of Inspections and Permits Water Sewer Plan Checklist
Project Name Project Number Engineer Plans are to be designed based on the standards set forth in the Anne Arundel County Design Manual Standards and Specifications, and all other manuals as stipulated
CITY OF LA MARQUE CHAPTER GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS
CITY OF LA MARQUE CHAPTER 2 -------------------------------------------- GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS CHAPTER 2 ------------------------------------------------
Documents: Response letter and attachments, Prepared by: AMEC Massachusetts, Inc., Dated February 17, 2016.
GCG ASSOCIATES, INC. CIVIL ENGINEERING AND LAND SURVEYING 84 Main Street Wilmington, Massachusetts 01887 Phone: (978) 657-9714 Fax: (978) 657-7915 February 23, 2016 Mr. Nathaniel Strosberg, Town Planner
LIST OF DRAWINGS. 1. C/ENGG/NEPAL/DANA/SLD/01 (2 SHEET) Single Line diagram of 220/132/33kV Dana Substation
Annexure-I LIST OF DRAWINGS S. No. DRAWING NO. TITLE Project specific drawings A) 220/132/33kV Dana Substation 1. C/ENGG/NEPAL/DANA/SLD/01 (2 SHEET) Single Line diagram of 220/132/33kV Dana Substation
SECTION 100 PRELIMINARY CONSIDERATIONS & INSTRUCTIONS
SECTION 100 PRELIMINARY CONSIDERATIONS & INSTRUCTIONS 101 General 102 Submittal Requirements A. Initial Submittal B. Second Submittal 103 Plan Requirements A. Subdivisions B. Site Plans 104 Approval of
FOR SERVICE BOXES IN CONCRETE DRIVEWAYS, SEE NOTE Min. COVER UNDER DITCHES. 600 Min. COVER
WOOD SERVICE MARKER STAKE (50 x 00) PAINTED BLUE PL mm FROM PROPERTY LINE STANDARD CONCRETE SERVICE BOX WITH EXTENSION AS REQ'D 00 FINISHED GROUND/ROAD SURFACE FOR SERVICE BOXES IN CONCRETE DRIVEWAYS,
NRE DESIGN PARK SITE DEVELOPMENT PLANS SECTION 3 TOWNSHIP 50 SOUTH, RANGE 25 EAST CITY OF NAPLES, COLLIER COUNTY, FLORIDA
SITE DEVELOPMENT PLANS LEGAL SUBJECT PROPERTY SECTION 3 TOWNSHIP 50 SOUTH, RANGE 25 EAST CITY, COLLIER COUNTY, FLORIDA PROPERTY OWNER: ENTERPRISE PLAZA LLC 404 CITATION PT, FL 34104 GULF MEXICO PREPARED
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for
NCCER Progress Blvd, Alachua, Florida Phone: (888)
NCCER 13614 Progress Blvd, Alachua, Florida 32615 Phone: (888) 622-3720 E-mail: info@nccer.org PIPEFITTING Competencies / Objectives Level One MODULE 08101-06 - ORIENTATION TO THE TRADE 1. Describe the
I. MINUTES OF THE PRE-BID CONFERENCE
Addendum No. 1 June 8, 018 Allegany College of Maryland Softball Field Murphy & Dittenhafer Project No. 17118 1401 Willowbrook Road, Cumberland, MD 150 Abbreviations: ACM: Allegany College of Maryland,
SECTION II PLAN FORMAT AND REQUIREMENTS WATER AND SEWER
SECTION II PLAN FORMAT AND REQUIREMENTS WATER AND SEWER SECTION II PLAN FORMAT AND REQUIREMENTS WATER AND SEWER The Developer's engineer shall prepare system improvement plans that are clear, concise,
TEMECULA, CA SITE PLAN PROJECT SUMMARY UNIT MIX 2 CAR GARAGE (20' X 20") PARKING SUMMARY OPEN SPACE SUMMARY REQUIRED: REQUIRED: PROVIDED: PROVIDED:
GATE 9 GATE 9 9 0 0 0 POOL 0 RECREATION 0 PROJECT SUMMARY SITE PLAN NOTES OWNER/DEVELOPER LOT COVERAGE BUILDING AREA 9,0 S.F. = % C/O AMBIENT COMMUNITIES PARKING AREA, S.F. = % ROB HONER PUJOL ROW, S.F.
James P. Erb, CPA Auditor-Controller Treasurer-Tax Collector James W. Hamilton, CPA Assistant Auditor-Controller Treasurer-Tax Collector
COUNTY OF SAN LUIS OBISPO AUDITOR - CONTROLLER TREASURER - TAX COLLECTOR James P. Erb, CPA Auditor-Controller Treasurer-Ta Collector James W. Hamilton, CPA Assistant Auditor-Controller Treasurer-Ta Collector
PLANNING AND DEVELOPMENT
OVERVIEW Effective January 1, 1992 all applications for multi-family residential and all non-residential building permits require site plan approval before permit issuance. All new developments and existing
UNIFIED FACILITIES GUIDE SPECIFICATIONS
USACE / NAVFAC / AFCEC / NASA UFGS-43 41 16.16 40 (August 2017) --------------------------------- Preparing Activity: NASA Superseding UFGS-43 41 16.16 40 (August 2014) UFGS-43 41 16.16 (August 2010) UNIFIED
3. The PAC (Permit Application Center) will notify the design professional of plan review results.
Planning and Development Dept. Infrastructure Division P.O. Box 11706, or 155 Johnston Street Rock Hill, South Carolina 29731-1706 Phone: 803-329-5515 FAX: 803-329-7228 www.cityofrockhill.com AS-BUILT
PMA ONLINE TRAINING. Commercial Drawings. One Hour Continuing Education
PMA ONLINE TRAINING Commercial Drawings One Hour Continuing Education PMA training disclaimer The information provided in this document is intended for use as a guideline and is not intended as, nor does
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