CHECK THE LOWER RIGHT CORNER OF EACH DETAIL FOR THE LATEST REVISION.

ENGINEERING DESIGN & IMPROVEMENT STANDARDS

ENGINEERING DESIGN & IMPROVEMENT STANDARDS 2016 Prepared by: Engineering Division For latest edition of these Improvement Standards, refer to City of Visalia website at: www.visalia.city/engineeringdocuments

CITY STANDARD DETAILS FOR CITY OF JACKSONVILLE FLORIDA DEPARTMENT OF PUBLIC WORKS

CITY STANDARD DETAILS FOR CITY OF JACKSONVILLE FLORIDA DEPARTMENT OF PUBLIC WORKS COMPLETE THROUGH REVISION #18 April 2009 CITY STANDARD DETAILS REVISIONS Revision No. Revision Date Effective Date 2 August

D-1 THE CITY OF HARRISBURG 1 1/2" MIN. ID-2 WEARING COARSE EXISTING STREET SURFACE AC-20 SEALER (ALL AROUND) 1 1/2" MIN. ID-2 BINDER COARSE

EXISTING STREET SURFACE 1 1/2" MIN. ID-2 BINDER COARSE 1 1/2" MIN. ID-2 WEARING COARSE AC-20 SEALER (ALL AROUND) 8" CLASS A P.C. CONCRETE SAW CUT TOP OF CONCRETE SHALL MEET SURFACE OF EXISTING CONCRETE.

Engineering Design Center. Standard Drawings. 1st Edition -January 2016

Engineering Design Center Standard Drawings 1st Edition -January 2016 Golden State Water Company Standard Drawings 1/11/2016 Table of Contents PART A STANDARD DRAWINGS Section I Pipeline Construction P-1

This is only a general checklist; please refer to the CVWD Development Design Manual (DDM) for all requirements and regulations.

COACHELLA VALLEY WATER DISTRICT DOMESTIC WATER CHECKLIST Tract/Parcel No: Project Common Name: Developer: Engineer: Engineer Signature: Date: Phone: Phone: Print: This is only a general checklist; please

2001 Insertable Sheet List For Use With The 2001 Imperial Road and Bridge Standards February 2008

2001 Insertable Sheet List For Use With The 2001 Imperial Road and Bridge Standards February 2008 The following is a complete list of special design IMPERIAL insertable sheets that will be used with the

CITY UTILITIES DESIGN STANDARDS MANUAL

CITY UTILITIES DESIGN STANDARDS MANUAL () September 2017 Page Chapter 1 Acronyms and Definitions 1.01 Purpose 1 1.02 Acronyms 1 1.03 Definitions 3 Chapter 2 Introduction 2.01 Purpose 1 2.02 Applicability

CATCH BASIN ST-1 ENGINEERING DEPARTMENT PLATE NUMBER 3.33' 3.0' 2.0' 4.33' 3.0' 4.0' 1.00' TO BACK OF CURB LINE

3.33' 3.0' 2.0' 4.33' 4.0' 3.0' 1.00' TO BACK OF CURB LINE TOP OF GRATE ELEV. - SEE PLAN NEENAH CASTING R-3067-V OR AS NOTED ON PLANS. "INFA-SHIELD" SEAL OR EQUAL. RINGS (2 MIN., 1' MAX. OF RINGS AND MORTAR).

CITY OF TROY CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587

CITY OF TROY DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587 JANUARY 2010 TABLE OF CONTENTS SECTION 1 SECTION 2 SECTION 3 SECTION 4 SECTION 5 SECTION 6 APPENDIX ROADWAY DESIGN DRAINAGE

Town of New Tecumseth Engineering Design Criteria and Standards for Subdivisions and Capital Works Projects

2.0 ROADWAYS 2.1 Road Classification 2.1.1 Standard Drawing Classification All Road Widths and Road Allowances shall be designed in accordance with the most recent Town of New Tecumseth Standards: TNT.SD

Forsyth County Procurement

August 1, 2017 Forsyth County Procurement Donna Kukarola, CPPO, CPPB, Procurement Director ADDENDUM #2 Bid 17-72-3340 For: Providing all materials, equipment and labor for the Jot em Down Road Water Tank

Richland County Department of Public Works Engineering (Land Development) Division

Richland County Department of Public Works Engineering (Land Development) Division Commercial Projects What is a Commercial Project? Projects that are not related to residential single family homes and/or

PITTSBURGH TECHNOLOGY CENTER PUBLIC IMPROVEMENTS SITE PREPARATION CONTRACT NO. 11 BID TABULATION BID OPENING DATE: MARCH 11, 2008

BT-1 of 7 Clearing and Grubbing L.S. $50,000.00 $50,000.00 $5,335.00 $5,335.00 $14,560.00 $14,560.00 $20,000.00 $20,000.00 $10,600.00 $10,600.00 Class 1 Excavation 4300 C.Y. $20.00 $86,000.00 $15.00 $64,500.00

Highway Drainage 1- Storm Frequency and Runoff 1.1- Runoff Determination

Highway Drainage Proper drainage is a very important consideration in design of a highway. Inadequate drainage facilities can lead to premature deterioration of the highway and the development of adverse

SECTION 3 DRAINAGE. 3-1 General. 3-2 Drainage Ordinances and Legal Requirements

SECTION 3 DRAINAGE 3-1 General All Drainage plans for proposed development shall be prepared by a Professional Engineer registered in Virginia, except as noted below. Further, their seal and signature

DIVISION 3: SEWER. Improvement Design Standards City of Dundee Oregon. Division 3 : Sewer Page 1

DIVISION 3: SEWER 3.1 DESIGN CRITERIA A. APPLICABILITY 1. These Design Standards shall govern all construction and upgrading of public sanitary sewer facilities in the City of Dundee and applicable work

PUBLIC WORKS SKAGIT COUNTY SAMISH ISLAND ROAD SAMISH ISLAND ROAD SLIDE REPAIR

EASEMENT NOTES:. EASEMENT LIMIT SHOWN AS PROVIDED BY. TESC NOTES:. CONTRACTOR SHALL DEVELOP TEMPORARY EROSION AND SEDIMENT CONTROL PLAN AND PROVIDE ONSITE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL)

SERVICE LINES, METERS AND APPURTENANCES

AUGUST02 SECTION 02646 SERVICE LINES, METERS AND APPURTENANCES PART 1 - GENERAL 1.1 DESCRIPTION A. This section concerns materials and installation of corporation stops, curb stops, service lines, meters,

City of Elgin SUBDIVISION FINAL ENGINEERING Engineering Submittal Checklist

If this is a re-submittal, please provide a point-by-point response to previous review comments, identifying how each comment has been addressed, location in the plan set of the changes made to address

Contact the Jurisdictional Engineer for materials allowed by each jurisdiction.

Design Manual Chapter 3 - Sanitary Sewers 3C - Facility Design 3C-1 Facility Design A. Capacity of Pipe Pipe sizes 15 inches and smaller should carry the peak flow at a depth of no more than 0.67 of the

Construction Best Management Practices Handbook BEST MANAGEMENT PRACTICES

Construction Best Management Practices Handbook www.montereysea.org BEST MANAGEMENT PRACTICES 26 www.montereysea.org Construction Best Management Practices Handbook VEHICLE TRACKING AND DUST CONTROL IN

Mecklenburg County Land Development Standards Manual (MCLDSM)

Mecklenburg County Land Development Standards Manual (MCLDSM) Revised July 1, 2010 1 Mecklenburg County Land Development Standards Manual Mecklenburg County (Including ETJ) Land Development Specifications

Construction Documents (CDs) Required Signature Blocks and Standard Notes

Development Services Department 100 N. Wilcox Street, Castle Rock CO 80104 Project Manager 720-733-3582 Construction Documents (CDs) Required Signature Blocks and Standard Notes Revised July 17, 2017 INDEMNIFICATION

Project Type: Drainage and Storm Systems

580 Dakin Avenue Box Culvert & Utility Improvements Project $944,952 Improvements to approx. 3,000 lf of existing 4'x5' concrete box culvert; clean interior, patch surface, fill joints/cracks; install

CITY OF EDMOND STANDARD SPECIFICATIONS FOR CONSTRUCTION Edition

CITY OF EDMOND STANDARD SPECIFICATIONS FOR CONSTRUCTION PURPOSE, INTENT AND INTERPRETATION OF SPECIFICATIONS The purpose of these Specifications is to establish, where applicable, minimum acceptable standards

SECTION FACILITY SANITARY SEWERS

SECTION 22 13 13 FACILITY SANITARY SEWERS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

Engineering Plan Submittal Requirements. Revised: October 6, 2017

Engineering Plan Submittal Requirements Revised: October 6, 2017 Page 1 of 11 Introduction: These Engineering Plan Submittal Requirements are intended to standardize City requirements for civil engineering

SECTION MANHOLES AND STRUCTURES. A. Section Includes: 1. Manholes for water, storm drain and sanitary sewer systems.

SECTION 33 05 13 MANHOLES AND STRUCTURES PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Manholes for water, storm drain and sanitary sewer systems. B. Related Sections: 1. Section 03 20 00 - Concrete

بسم هللا الرحمن الرحيم

بسم هللا الرحمن الرحيم )ملحقات شبكة الصرف الصحي( Class Sewer Appurtenances- 3 rd Dr. Sataa Al-Bayati (10-11) 1. Manholes They are used for inspection & cleaning. They placed when: 1. Intervals between

RICHFIELD CITY CONSTRUCTION STANDARDS

CONSTRUCTION STANDARDS REVISED OCTOBER 2015 Jones & DeMille Engineering, Inc. [0711-211] 1535 South 100 West Richfield, UT 84701 Ph. 435-896-8266 Fax 435-896-8268 1675 South Highway 10 Price, UT 84501

CIRCLE K SUB-CONTRACTOR BID FORM

CIRCLE K SUB-CONTRACTOR BID FORM Store No: 3308 Address: 8985 Will Clayton Pkwy Date: Bid Due September 17, 2014 Sub Contractor: Trade CONSTRUCTION TAX Construction Tax EXCAVATION / DIRT WORK Cut / Fill

Attachment D-1: Civil/Structural Scope of Work

Attachment D-1: Civil/Structural Scope of Work Project: Location: Targa Sound Renewable Fuels Project Tacoma, WA Prepared by: NORWEST ENGINEERING Consulting Engineers 4110 N.E. 122 nd Avenue, Portland,

CONSTRUCTION SURVEY. Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following:

CONSTRUCTION SURVEY PART 1 - GENERAL 1.01 SECTION INCLUDES Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following: A. Construction Survey: 1. Project

CITY OF TROY DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS

CITY OF TROY DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587 JANUARY 2010 TABLE OF CONTENTS SECTION 1 SECTION 2 SECTION 3 SECTION 4 SECTION 5 SECTION 6 APPENDIX ROADWAY DESIGN DRAINAGE

UNIFORM DESIGN AND CONSTRUCTION STANDARDS FOR EXTENDING WATER DISTRIBUTION SYSTEMS SECTION 2 DESIGN STANDARDS

UNIFORM DESIGN AND CONSTRUCTION STANDARDS FOR EXTENDING WATER DISTRIBUTION SYSTEMS SECTION 2 DESIGN STANDARDS DESIGN STANDARDS SECTION 2 INDEX ITEM DESCRIPTION 2.00 GENERAL STATEMENT 2.01 WATER DISTRIBUTION

TYPE "A" CATCH BASIN

27" 1.67' TO BACK OF CURB LINE TOP OF GRATE ELEV. - SEE PLAN NEENAH CASTING R-3250-BV OR APPROVED EQUAL. "INFI SHIELD" SEAL OR APPROVED EQUAL RINGS (2 MIN., 1' MAX. OF RINGS AND MORTAR). PLASTER OUTSIDE,

APPLICATION FOR PUBLIC INFRASTRUCTURE PERMIT

APPLICATION FOR PUBLIC INFRASTRUCTURE PERMIT Engineering Division 550 Landa Street New Braunfels, Texas 78130 (830) 221-4020 1. Subdivision Plat Name: Location Description/ Nearest Intersection: Acreage:

Electrical Work. NOV Embankments Over Swamps and Compressible Soils

GENERAL & CONSTRUCTION S OPS GENERAL CONDITIONS OF CONTRACT NOV 2006 100 OPS General Conditions of Contract DIVISION 1 - GENERAL S 106 Electrical Work 120 180 The Use of Explosives General Specification

Chapter 5 Hydraulic Structures

Chapter 5 Hydraulic Structures 5.1 Flow Splitter Designs 5.1.1 General Design Criteria A flow splitter must be designed to deliver the WQ design flow rate specified in this volume to the WQ treatment facility.

Plan Name Plan No. Submitting Firm Contact Engineer. Review Date ESI Team ENGINEERS AND SURVEYORS INSTITUTE PEER REVIEW CHECKLIST CITY OF ALEXANDRIA

EROSION AND SEDIMENT CONTROL CHECKLIST (E&S) VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (1 of 2) Item # Description OK NO N/A 1 Limits of clearing and grading match on all appropriate sheets 2 Construction

Contact Clark Public Utilities Construction Services department at (360) to initiate a request for service.

CHAPTER3 Clark Public Utilities Commercial Electric Service Handbook Commercial Underground Services Preparing for the installation The following checklist will assist in preparing a project for the installation

New Fulton State Hospital Energy Control Center and Services Building (ECC/SVC) Project Number: M

SECTION 334100 - STORM UTILITY DRAINAGE PIPING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

ENGINEERING DESIGN MANUAL

CITY OF BRIDGEPORT, TEXAS ENGINEERING DESIGN MANUAL Updated September 2009 By: Baird, Hampton & Brown, Inc. Engineering and Surveying Grapevine, Texas Prepared by: Freeman Millican, Inc Consulting Engineers

SECTION CONSTRUCTION SERVICES

SECTION 01100 CONSTRUCTION SERVICES PART 1 GENERAL 1.01 - Section Includes A. Mobilization. B. Construction Surveys. C. Record Documents. 1.02 Description Of Work A. Mobilization: includes the preparatory

Storm Drain Inlet Protection

Categories EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control Non-Stormwater NS Management Control Waste Management and WM Materials Pollution Control Legend: Primary Category

CW 3620 INSTALLATION OF UNDERGROUND TRAFFIC SIGNAL SERVICES TABLE OF CONTENTS

December 2012 CW 3620 INSTALLATION OF UNDERGROUND TRAFFIC SIGNAL SERVICES TABLE OF CONTENTS 1. DESCRIPTION... 1 1.1 General... 1 1.2 Definitions... 1 1.3 Referenced Standard Constructions Specifications...

Fabrication and Installation Table of Contents

Fabrication and Installation Table of Contents HDPE AQUASHIELD PRODUCTS 2 Fabrication and Installation 2 System Fabrication 3 Aqua-Swirl Installation 4 Step 1 Excavation and Bedding 4 Step 2 Pipe Connection

CHAPTER 6. Sanitary Sewer

CHAPTER 6 Sanitary Sewer A. Introduction All proposed developments, subdivisions, and buildings must have a properly designed and constructed sanitary sewer collection system. The system shall provide

Inlets & Catch Basins

A Delivering Reliability Inlets & Catch Basins Water-Conveyance & Drainage A Environmentally Responsible Oldcastle Precast to the Rescue All of our products are produced in a controlled environment helping

CITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT

CITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT Adopted by City Council: May 21, 2007 X:\General Eng\DESIGN STANDARDS\Engineering Design Standards

CITY OF EDMOND STANDARD SPECIFICATIONS FOR CONSTRUCTION

601.00 RIPRAP 600.00 GENERAL CONSTRUCTION 601.01 DESCRIPTION. This work shall consist of furnishing and placing riprap protection of the type specified at the locations and in reasonably close conformity

INSPECTION AND ACCEPTANCE FOR MAINTENANCE

Inspection and Acceptance For Maintenance Page 1 (Last revised 6/29/10) INSPECTION AND ACCEPTANCE FOR MAINTENANCE SELECTED LINKS TO SECTIONS WITHIN THIS SPECIFICATION Acceptance Sewer As Built Drwg Example

ARTICLE V: STORMWATER MANAGEMENT AND DRAINAGE SYSTEMS

ARTICLE V: STORMWATER MANAGEMENT AND DRAINAGE SYSTEMS Section 501: Purpose An adequate drainage system including necessary ditches, pipes, culverts, drains, inlets, bridges, detention ponds, etc. shall

SECTION 4 - DESIGN STANDARDS FOR WATER DISTRIBUTION FACILITIES

SECTION 4 - DESIGN STANDARDS FOR WATER DISTRIBUTION FACILITIES 4.1 GENERAL REQUIREMENTS 4.1.1 Water and fire protection distribution facilities are to be provided solely for the purpose of supplying potable

CITY OF TACOMA RIGHT-OF-WAY RESTORATION POLICY. Guidance on restoration of City Rights-of-Way

CITY OF TACOMA RIGHT-OF-WAY RESTORATION POLICY Guidance on restoration of City Rights-of-Way Public Works Department Directors Office 747 Market Street Suite 408 Tacoma, WA 98402 253-591-5525 Right-of-Way

SPECIFICATIONS FOR STREET CONSTRUCTION WITHIN THE TOWN OF PLAINVILLE

SPECIFICATIONS FOR STREET CONSTRUCTION WITHIN THE TOWN OF PLAINVILLE BE IT ORDAINED by the Town Council of the Town of Plainville: SECTION 1. SUBDIVISIONS. All subdivisions hereinafter developed within

Town of Fortville Utility Street Standards

Town of Fortville Utility Street Standards SECTION 02101 - TEMPORARY EROSION AND DUST CONTROL PART 1 - GENERAL 1.1 DESCRIPTION A. Temporary Erosion and Dust Control measures must meet the current Town

ENLOE CAMPUS STORM DRAIN AND STREET IMPROVEMENTS (Project Title) PROJECT NO. MAJGC / (Budget Account Number)

EXHIBIT A CONTRACTOR'S COMPENSATION SCHEDULE FOR ENLOE CAMPUS STORM DRAIN AND STREET IMPROVEMENTS (Project Title) PROJECT NO. MAJGC / 50103-000-4150 (Budget Account Number) ITEM NO. P-S-F DESCRIPTION QTY

South Dakota Department of Transportation Average Unit Prices from Low Bids

Unit Prices from Low s January 0, 0 to December, 0 Office of Project Development - Letting 00E00 Blading Hour.00 $,0. $. 00E000 Construction and Maintenance of Detour(s) LS.00 $0,. $,. 00E000 Maintenance

BELMONT PLANNING BOARD

BELMONT PLANNING BOARD CONSTRUCTION & SECURITY MANUAL Belmont Land Use Office P.O. Box 310 Belmont, NH 03220 (603) 267-8300 EDITION: August 22, 2014 TABLE OF CONTENTS SECTION 1. SECTION 2. SECTION 3. SECTION

SECTION 8 WATER SUPPLY SYSTEMS

SECTION 8 WATER SUPPLY SYSTEMS Contents Page 8-1 INTRODUCTION... 1 8-2 INTENT OF WATER SYSTEM IMPROVEMENT STANDARDS... 1 8-3 DEFINITIONS... 1 8-4 APPLICABLE STANDARDS... 1 8-5 IMPROVEMENT AND LANDSCAPE

MANHOLES, VAULTS AND CATCH BASINS SECTION A. Section Soil and Aggregate Materials. C. Section Storm Drainage Systems

SECTION 02607-1 1.0 GENERAL 1.1 SCOPE: A. This section covers the work necessary for the construction of sanitary and storm system manholes, catch basins, and miscellaneous concrete structures complete.

UNPARALLELED PERFORMANCE

UNPARALLELED PERFORMANCE PRODUCT CATALOGUE Section 02 SLOT DRAIN SYSTEM DESIGN PRODUCT CATALOGUE 23 02.1 System Design SLOT DRAIN PROFILES STAINLESS STEEL SLOT DRAIN FIBERGLASS SLOT DRAIN The Slot Drain

PART 3 - STANDARDS FOR SEWERAGE FACILITIES DESIGN OF STORM SEWERS

PART 3 - STANDARDS FOR SEWERAGE FACILITIES 3.3 - DESIGN OF STORM SEWERS 3.301 Design of Storm Sewers A. General Information B. Investigations and Surveys C. Special Projects 3.302 Design Criteria for Storm

M I N N E S O T A D O T BID TABULATION SUMMARY JOB PAGE 1 ON 03/16/94 MINNESOTA PROJECT NO.S: STP 5822(002)

BID TABULATION SUMMARY JOB 940094 PAGE 1 STATE PROJECT NO. 162-080-04 BIDS RECEIVED UNTIL 11:00 A.M. ON 03/16/94 MINNESOTA PROJECT NO.S: STP 5822(002) BETWEEN 2ND STREET NORTH AND 15 STREET NORTH IN ST.

CHECKLIST FOR STREETS, INLETS, AND STORM SEWER DESIGN

CHECKLIST FOR STREETS, INLETS, I. STREET CLASSIFICATION AND DESIGN CRITERIA A. Determine drainage classification for the roadway section using Table 7-1 or Table 7-2. B. Determine the allowable flow depth

SECTION STORM DRAINAGE DESIGN, GRADING, AND WATER QUALITY TECHNICAL CRITERIA TABLE OF CONTENTS PAGE 402 STORM DRAINAGE DESIGN CRITERIA 400-1

CITY OF THORNTON Standards and Specifications Revised: October 2012 SECTION 400 - STORM DRAINAGE DESIGN, GRADING, AND WATER QUALITY TECHNICAL CRITERIA TABLE OF CONTENTS PAGE 401 GENERAL PROVISIONS 400-1

3.0 DESIGN CRITERIA FOR SANITARY SEWER FACILITIES

3.0 DESIGN CRITERIA FOR SANITARY SEWER FACILITIES All sanitary sewers shall be designed in accordance with these Design Standards, LBWD Rules and Regulations, and to accepted engineering principles. In

Chapter 8. Inlets. 8.0 Introduction. 8.1 General

. Introduction This chapter provides criteria and design guides for evaluating and designing storm sewer inlets in the City of Centennial. The review of all planning submittals will be based on the criteria

Summary of the 2011 Changes

The following is a list of amendments to the Residential Site Improvement s, N.J.A.C. 5:21, adopted in 2011. The Notice of Adoption of these changes appeared in the New Jersey Register on May 16, 2011.

CITY OF HUMBLE DESIGN CRITERIA MANUAL FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE, AND STREET PAVING

CITY OF HUMBLE DESIGN CRITERIA MANUAL FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE, AND STREET PAVING MARCH 2016 TABLE OF CONTENTS SECTION I GENERAL REQUIREMENTS... 2 SECTION II WASTEWATER

PERMITTING AND CONSTRUCTION MANUAL

PUBLIC RIGHT-OF-WAY CONTENTS PERMITTING AND CONSTRUCTION MANUAL 1. INTRODUCTION 2. PUBLIC SERVICE PROVIDER REGISTRATION 3. CONSTRUCTION PERMITTING PROCEDURE 3.1 Permitting Process 3.2 Permit Application

Chapter 7. Street Drainage. 7.0 Introduction. 7.1 Function of Streets in the Drainage System. 7.2 Street Classification

7. Introduction This chapter summarizes methods to evaluate runoff conveyance in various street cross sections and curb types in the Town of Castle Rock and identifies acceptable upper limits of street

Storm. Section. B. General Design and Drawing Standards Design

Section Storm 5 General Plans for the existing stormwater system are maintained in digital and printed form by the City. Copies may be obtained from the Utility Division of the Public Works Department.

ENGINEERING DESIGN STANDARDS

CITY OF SOUTHFIELD DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS APPROVED BY: Gary M. Mekjian, P.E. City of Southfield Director of Public Works Dated: Oct. 1, 2007 Revised:

PERMEABLE INTERLOCKING PAVERS

PERMEABLE INTERLOCKING PAVERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Subgrade Preparation B. Placement of Storage Aggregate C. Placement of Filter Aggregate D. Placement of Bedding Course E. Placement

ARCHITECT: GENERAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS AND ADVISE THE ENGINEER OF ANY CONFLICTS OF REPRESENTATION BETWEEN DRAWINGS AND/OR SPECIFICATIONS PRIOR TO COMMENCING

E. GILMAN STREET, N. PINCKNEY STREET, AND N. BUTLER STREET RESURFACING WITH UTILITIES ASSESSMENT DISTRICT CONTRACT NO DATE: 9/22/17

S&L Gravel, Section B: Proposal Page 10701.0 - TRAFFIC CONTROL - LUMP SUM 1.00 $6,425.00 $6,425.00 $6,425.00 $10,000.00 10720.0 - TRAFFIC CONTROL SIGN - PORTABLE ARROW BOARD - DAYS 25.00 $25.00 $625.00

City of Wentzville. Standard Specifications and Construction Details Amendment List

Amendment No. 1 Standard Specifications and Construction Details Amendment List Date: September 21, 2009 Subject: SCD 700.23 - Residential Entrance Layout and drawing revised to more clearly show the location

CITY OF BENICIA IMPROVEMENT PLAN REVIEW CHECKLIST

CITY OF BENICIA DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION 250 EAST L STREET, BENICIA, CA 94510 Phone: (707) 746-4240 CITY OF BENICIA IMPROVEMENT PLAN REVIEW CHECKLIST Tract Map # This checklist is

STANDARD SPECIFICATION STORMWATER QUALITY MEMBRANE FILTRATION TREATMENT DEVICE

STANDARD SPECIFICATION STORMWATER QUALITY MEMBRANE FILTRATION TREATMENT DEVICE PART 1 GENERAL 1.1 WORK INCLUDED Specifies requirements for construction and performance of an underground stormwater quality

CHAPTER 12: DRAINAGE

CHAPTER 12: DRAINAGE CHINOOK WINDS AND WINTER SNOWS A combination which frequently results in hazardous winter conditions on shaded portions of roadways under bridges. Icing conditions are a danger in

CISTERN & DRY-HYDRANTS

TOWN OF CHARLTON FIRE DEPARTMENT P.O. Box 114 Charlton City, MA 01508 Business Telephone: (508) 248-2299 Fax (508) 248-6190 CISTERN & DRY-HYDRANTS 1 Location and Construction 1.1 Fire protection cisterns

PASSAIC COUNTY TECHNICAL INSTITUTE CCA 1422 NEW S.T.E.M. BUILDING 2017

SECTION 02630 - STORM DRAINAGE 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,

10.0 Storm Sewer Systems

October 2003 Chapter 10.0, Storm Sewer Systems Page 1 10.0 Storm Sewer Systems 10.1 Introduction A storm sewer system consists of a system of inlets, pipes, manholes, junctions, cleanouts, outlets, and

SECTION WATER MAINS CITY OF LEE S SUMMIT, MISSOURI DESIGN CRITERIA

SECTION 6900 - WATER MAINS CITY OF LEE S SUMMIT, MISSOURI DESIGN CRITERIA 6901 DESIGN CRITERIA A. General 1. The design standards presented in the City of Lee's Summit Design Criteria are the minimum standards

SECTION WATER DISTRIBUTION SYSTEM TABLE OF CONTENTS

06010 WATER DISTRIBUTION PIPE A. Design B. Materials C. Installation D. Pipe Identification and Marking SECTION 06000 WATER DISTRIBUTION SYSTEM TABLE OF CONTENTS 06020 FIRE PROTECTION A. Fire Hydrants

SITE SERVICES GUELPH TRANSIT OPERATIONS & MAINTENANCE SECTION WATSON ROAD FACILITY PAGE 1 OF 6 WATER RECLAMATION PROJECT JUNE 2013

WATSON ROAD FACILITY PAGE 1 OF 6 PART 1 GENERAL 1.1 Description The work covered by this Section includes all labour, materials, equipment, and supervision necessary to complete the site services as shown

VIRGINIA UTILITY PROTECTION SERVICE, INC. Title: Ticket Entry - Work Type List Working Document

Printed copies are for reference only. Please refer to the electronic copy for the latest version. Purpose: To provide instructions for editing the work type list through Newtin administrator accounts

APPENDIX C INLETS. The application and types of storm drainage inlets are presented in detail in this Appendix.

Storm Drainage 13-C-1 APPENDIX C INLETS 1.0 Introduction The application and types of storm drainage inlets are presented in detail in this Appendix. 2.0 Inlet Locations Inlets are required at locations

NORTHWESTERN UNIVERSITY PROJECT NAME JOB # ISSUED: 03/29/2017

SECTION 22 1319 - SANITARY WASTE PIPING SPECIALTIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division

HEBER CITY STANDARD SPECIFICATIONS AND DRAWINGS

STANDARD SPECIFICATIONS AND DRAWINGS March 2012 Prepared by: 728 West 100 South Heber City, Utah 84032 CORPORTATION 75 North Main Street Heber City, UT 84032 S TABLE OF CONTENTS Drawing No. Last Rev. Drawing

Engineering Construction Plan Design Standards

Engineering Construction Plan Design Standards The following design standards are intended to provide a basis upon which all residential, commercial, industrial and multiple sites within the Charter Township

Lump Sum L.S. (15") EA

Page of 6 ROADWAY ITEMS 000 000000000-N 800 MOBILIZATION Lump Sum L.S. 000 000000000-N 80 CONSTRUCTION SURVEYING 0003 009000000-N SP REINFORCED BRIDGE APPROACH FILL, STATION ************ (5+6.0) 000 0050000000-E

16. Design of Pipeline Structures.

16. Design of Pipeline Structures. a. General. 1) The following guidelines are for the design of structures for water and sewer pipelines including structural concrete and miscellaneous metals design.

GUIDELINES FOR INSTALLATION OF ON-SITE SEWAGE SYSTEMS

UTAH COUNTY HEALTH DEPARTMENT Div. of Environmental Health 151 South University Avenue, Provo 84601 (801) 851-7525 FAX 851-7521 GUIDELINES FOR INSTALLATION OF ON-SITE SEWAGE SYSTEMS This is intended to

RESIDENTIAL FIRE SERVICE METERS Addendum #1

109 WATER METERS (Addendum #1) 109.1 GENERAL All meters to be used for billing purposes shall be provided by the Water Utility. The Water Utility reserves the right to read, inspect, test or replace the

The Good, The Bad, and The Ugly

Overview The Good, The Bad, and The Ugly Stormwater Regulations for the Construction Industry Seminar March 20, 2012 Wendy Terlizzi Arizona Department of Transportation Office of Environmental Services

FIRM NAME DESIGNER: CHECKER: DATE: FPID #: DESCRIPTION: COUNTY: DRAINAGE DESIGN CHECKLIST. Designers Initials. Checkers Initials.

I. Drainage Report A. Executive Summary - Brief Overview of Project Drainage Design B. Project Description 1. Existing Conditions 2. Proposed Project Conditions 3. Project Justification Narrative - Basin

IFB B Attachment 3 Page 112-1

The purpose of these instructions is to provide direction and assistance in completing service connection finals and sewer and water main as-builts the Washington Suburban Sanitary Commission using Commission