VILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.

Q:\VillaPark_IL\11283000 Astor-Myrtle Sewer Separation Preliminary Design\D.4 CAD\Sheets\North\1. Cover.dwg INDEX OF SHEETS 1 COVER 2 GENERAL NOTES 3 SUMMARY OF QUANTITIES 4 ALIGNMENT 5-9 DRAINAGE AND

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.

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

Addendum # 1 Date Issued: August 28, 2012 Issued By: Project: Owner: Renker Eich Parks Architects 1609 Dr. Martin Luther King Street North St. Petersburg, Florida 33704 Ph# (727) 821-2986 Fax # (727) 896-4911

7000 Fifteen Mile Road Sterling Heights, Michigan

7000 Fifteen Mile Road Sterling Heights, Michigan Industrial Building With Excess Land and Rail Access As exclusive agents, we are pleased to offer the following property for lease: 128,648 Sq. Ft. Completely

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

CENTER LINE GROUND LINE EXISTING MANHOLE TRUE SCALE SEWER LINES & MANHOLES GAS WATER CULVERT CULVERT-PIPE-CROSSING CONCRETE REMOVAL

STANDARD ABBREVIATIONS AND SYBOLS CONTROL 1. N: 16189.4 E: 9199.8 ELEV: 41.9 DESCRIPTION: CP CUT X. N: 16498. E: 96. ELEV:.44 DESCRIPTION: CP CUT X EXISTIN CATCHBASIN OR INTAKE CENTER LINE. N: 1616.91

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 -

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.

September 21, Mannik Smith Group 1771 North Dixie Highway Monroe, Michigan RE: LA Fitness City File No.: CVLP

CITY OF ANN ARBOR, MICHIGAN Public Services Area / Engineering 301 E. Huron Street, P.O. Box 8647 Ann Arbor, Michigan 48107 Phone (734) 794-6410 Fax (734) 994-1744 Web: www.a2gov.org Printed on recycled

Guidelines and Checklist For SAWS Sanitary Sewer. Developmental Engineering Division

Guidelines and Checklist For SAWS Sanitary Sewer Developmental Engineering Division INITIAL CONSIDERATIONS UTILITY SERVICE AGREEMENT Utility Service Agreement A Utility Service Agreement (USA) will be

STORM M ANHOLE FOR 42" PIPE AND SM ALLER JOB NO. SHEET NO. DATE MARCH 2015 OF MIN OF 3 CRSES MAX OF 5 CRSES 30"MAX 3 OR 3.5 PRECAST ECCENTIC CONC

01-APR-2015 13:33 = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\stm_det01_8x11_st01.dgn TIME = MIN 3 CRSES MAX 5 CRSES 3 OR 3.5 PRECAST ECCENTIC CONC ID PIPE GRADE A CONC FILL 4" 8" 2-0"SUMP

SECTION 095 SPECIFICATIONS DETAIL DRAWINGS. Index of Detail Drawings

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

Pipe Product Catalog Table of Contents

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

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

FUTURE PARKING (5) LEGEND PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE SAWCUT LINE SIGN PIPE BOLLARD NUMBER O

FUTURE PARKING (5) LEGEND PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE SAWCUT LINE SIGN PIPE BOLLARD NUMBER OF PARKING STALLS PER ROW PROPOSED EXISTING STANDARD

Public Works City of Lebanon, Tennessee; Department of Public Works

SECTION 1 GENERAL 1. DEFINITIONS Public Works City of Lebanon, Tennessee; Department of Public Works City City of Lebanon, Wilson County, Tennessee City Engineer Employed by the City of Lebanon, Registered

Memorandum. Mayor and Board of Aldermen. Benjamin Requet, Senior Planner. Date: February 21, Request for Water and Sewer Service for Clay Canvas

Memorandum To: From: Mayor and Board of Aldermen Benjamin Requet, Senior Planner February 21, 2017 Re: Request for Water and Sewer Service for Clay Canvas Please consider this request for granting water

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

AE Project No

P:\202426\00_Prakash_Civ_Eng\Working_Dwgs\00_Civil\Edam\20242600.dwg DATE: 203024, Matthew Walters This Drawing Is For The Use Of The Client And Project Indicated No Representations Of Any Kind Are Made

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

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

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

HUSSEY GAY BELL SAVANNAH, GEORGIA

HUSSEY GAY BELL SAVANNAH, GEORGIA ------------------------------------------------------------------------------------------------------------ ADDENDUM NO. 3 TO THE CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS

STORM SEWER SCHEDULE STRUCTURES ALIGNMENT CODES: 'CW'= COMANCHE WAY PIPES BURNING WOOD, COMANCHE, 4TH SHEET NO. UTIL W RESURF ASSESSMENT DISTRICT-2015 U-3 PROJECT NO. 53W1930 COMANCHE WAY STORM SEWER SCHEDULE

What Plans Do I Need for a Building Permit?

What Plans Do I Need for a Building Permit? 6 CITY OF PORTLAND, OREGON - BUREAU OF DEVELOPMENT SERVICES 1900 SW 4th Avenue, Por tland, Oregon 97201 503-823-7300 www.portlandoregon.gov/bds This brochure

Immediately following the Committee of the Whole meeting Mukwonago Municipal Building/Board Room, 440 River Crest Court

Dated 06-29-17 SPECIAL VILLAGE BOARD MEETING Notice of Meeting and Agenda Wednesday, July 5, 2017 Time: Place: Immediately following the Committee of the Whole meeting Mukwonago Municipal Building/Board

BID TABULATION SUMMARY Project: CONTRACT 3 SANITARY SEWER REPLACEMENTS Bid Date: Wednesday, January 10, :00 PM

PATTERSON AVENUE 101 Mobilization, Bonds, Insurance LS 1 $40,000.00 $40,000.00 $22,072.00 $22,072.00 102 18-Inch SDR-26 PVC Sanitary Sewer Line Installation LF 1048 $275.00 $288,200.00 $334.00 $350,032.00

ROUTES: 65 SECTIONS: miles in length. THE FOLLOWING ITEMS AND APPROXIMATE QUANTITIES ARE INVOLVED:

ARKANSAS DEPARTMENT OF TRANSPORTATION CA0801 HWY. 110 - CLINTON (WIDENING) (S) FEDERAL AID PROJECT ACNHPP-0071(31) THE PURPOSE OF THIS PROJECT IS TO WIDEN HIGHWAY 65 IN VAN BUREN COUNTY. THIS PROJECT CONSISTS

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

Attn: Emil Pierson, Community Development Director

November 27, 2018 City of Centralia 118 Maple Street Centralia, A 98531 Attn: Emil Pierson, Community Development Director Re: Floodplain Cut/Fill Report Dear Emil, HBH Consulting Engineers, Inc (HBH)

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

City of Massillon Site Plan Checklist

City of Massillon Site Plan Checklist The following information MUST be included with all Site Plans submitted for review and processing in order to constitute a complete Site Plan Package. Incomplete

MPA Project No. M495-C1 Refrigerated Container Storage Improvements Project Location: Conley Terminal, Boston, MA

MPA Project No. M495-C1 Refrigerated Container Storage Improvements Project Location: Conley Terminal, Boston, MA RESPONSES TO QUESTIONS and/or RFI s Date: 11/29/2017 The attention of Contractors submitting

Grease Interceptor Design Checklist

CHECKLIST C2 Revised 5/2/2016 Grease Interceptor Design Checklist Public Works DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling private

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

Sewer Line Extension Permit Design Checklist

CHECKLIST C1 Revised 4/7/2017 Sewer Line Extension Permit Design Checklist DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling sewer line

ULIAN KISSIOV 476 PRESIDENTIAL LANE MADISON, WISCONSIN PHONE: NORTH

3601 CROSS HILL DRIVE, MADISON, WI 2906 MARKETPLACE DRIVE, STE. A MADISON, WISCONSIN 53719 CONTACT: JON LANCASTER PHONE: 608-450-6181 email: jonelancaster@gmail.com ULIAN KISSIOV 476 PRESIDENTIAL LANE

CITY OF LOMPOC DEVELOPMENT ASSISTANCE BROCHURE ENCROACHMENT PERMITS AND PUBLIC IMPROVEMENT PLANS

CITY OF LOMPOC DEVELOPMENT ASSISTANCE BROCHURE E-10 ENCROACHMENT PERMITS AND PUBLIC IMPROVEMENT PLANS The City of Lompoc has determined that the Engineering Division should administer and issue Encroachment

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

Sewer/Water Utility - Trace Wire Specification

Sewer/Water Utility - Trace Wire Specification Materials General All trace wire and trace wire products shall be domestically manufactured in the U.S.A. All trace wire shall have HDPE insulation intended

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 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

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

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

MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-02) MANUAL: Standard

Oil-Water Separator Design Checklist

CHECKLIST C3 Revised 5/2/2016 Oil-Water Separator Design Checklist DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling private oil-water

ADDENDUM ADDENDUM NO.: 01 PROJECT NO.: CONTRACT NO.: DATE OF ISSUE: January 12, 2018

ADDENDUM ADDENDUM NO.: 0 PROJECT NAME: Williams Park Fieldhouse PROJECT NO.: 320 CONTRACT NO.: C593 DATE OF ISSUE: January 2, 208 NOTICE OF CHANGES, MODIFICATIONS, OR CLARIFICATIONS TO CONTRACT DOCUMENTS

CATB CATB MHCB RELOCATE EXISTING CB (TYP) CATB CATB EXISTING MULTI USE PATH 9+900

SERVICE DATA POB 9+700.000 MATCH EXISTING CONC INTRBK WV WV VC 6563512 INTRBK GV CONC INTRBK LIMIT OF CONSTRUCTION STATION 9+720 ASPH STM ASPH INTRBK CONC ASPH CONC DERRY MULTIUSE TRAIL 9+800 BMH BMH MH

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

ACWWA DRAWING SUBMITTAL INFORMATION - UTILITY DRAWING REQUIREMENTS

ACWWA DRAWING SUBMITTAL INFORMATION - UTILITY DRAWING REQUIREMENTS Detailed construction drawings for system extensions shall be prepared for approval with a submittal to the Authority. All construction

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

MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (17-04) MANUAL: Standard

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

MTJ Outdoor Baggage Claim

MTJ Outdoor Baggage Claim 915 S. Tenth St. Montrose, CO 8101 p: (970) 29-1980 f: (970) 797-6811 www.motleyarc.com Drawings and Dimensions 1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL CONTRACTORS,

MARQUETTE GREENWAY TRAIL

------ ------ TRAFFIC DATA A.A.D.T. (2010) A.A.D.T. (ED 2022) D.H.V. (2022) DIRECTIONAL DISTRIBUTION TRUCKS N/A N/A N/A N/A N/A DESIGN DATA DESIGN SPEED DESIGN CRITERIA FUNCTIONAL CLASSIFICATION RURAL/URBAN

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

M I N N E S O T A D O T BID TABULATION SUMMARY JOB PAGE 1 ON 01/14/97 MINNESOTA PROJECT NO.S: DPI 015-8(021) DPI 015-8(022)

BID TABULATION SUMMARY JOB 970010 PAGE 1 STATE PROJECT NO. 27-618-70 BIDS RECEIVED UNTIL 2:00 P.M. ON 01/14/97 MINNESOTA PROJECT NO.S: DPI 015-8(021) DPI 015-8(022) AT THE JUNCTION OF AUTO CLUB ROAD AND

DECK PERMIT APPLICATION PACKET

Building Division 865 SE Barrington Dr Oak Harbor, WA 98277 Ph 360.279.4510 Fax 360.279.4519 DECK PERMIT APPLICATION PACKET SUBMITTAL FORMS INDEX Basic Deck Submittal Checklist Residential Deck Submittal

PROPOSED FIBER OPTIC CONDUIT INSTALLATION E. 50TH ST. AND S. COTTAGE GROVE AV. CHICAGO, ILLINOIS

EVANS DREXEL DREXEL ELLIS ELLIS PROPOSED FIBER OPTIC CONDUIT INSTALLATION E. 50TH ST. AND S. COTTAGE GROVE AV. CHICAGO, ILLINOIS SHEETS INDEX TO SHEETS DESCRIPTION 90 294 94 LANGLEY EVANS 48TH COTTAGE

5.0 PLAN FORMAT AND REQUIREMENTS WATER, RECYCLED WATER AND SEWER

5.0 PLAN FORMAT AND REQUIREMENTS WATER, RECYCLED WATER AND SEWER The Developer s engineer shall prepare system improvement plans that are clear, concise, and meet Western s standards. A set of plans that

NWP of 9 Enclosure

A l b a n y Linn County Tax Lots S03W8BD0050 S03W8BA003 S03W8BA00700 Albany, OR 973 G e o R e s o u r c e s, L L C 000 0 000 000 Feet Scale: :,000 FIGURE : LOCATION MAP Scale: " =,000' Source: Albany GIS

Appendix DRAWING STANDARDS

Philadelphia Water Department DRAWIN STANDARDS Water & Sewer Design Manual Appendix II a Drawing Size and Borders (Water) b Drawing Size and Borders (Sewer) c Title Block (Water Drawing) d Title Block

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

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

MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-04) MANUAL: Standard

B-PERMIT PLAN CHECK MANUAL

B-PERMIT PLAN CHECK MANUAL 5. SEWER PLANS Sewer Plans are usually submitted in conjunction with Street Plans to meet the requirements of conditions imposed on a Planning or Zoning action. In some cases

Required Documents for Commercial Permits Permit Types 1. New Structure 2. Addition 3. Remodel 4. Tenant Finish 5. Change of Tenant/Use 6.

Required Documents for Commercial Permits Permit Types 1. New Structure 2. Addition 3. Remodel 4. Tenant Finish 5. Change of Tenant/Use 6. Temporary Use 7. Decks over 30 inches 8. Re-Roof 9. Plumbing 10.

B17. Sewer Site Plans BULLETIN

BULLETIN B17 Revised 5/2/2016 Sewer Site Plans Public Works This bulletin is designed to assist you in submitting the required documentation for sewer site plans to the Pierce County Sewer Division in

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

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

ROWAN UNIVERSITY 201 MULLICA HILL ROAD GLASSBORO, NEW JERSEY 08028

THE CENTER FOR RESEARCH AND EDUCATION IN ADVANCED TRANSPORTATION ENGINEERING SYSTEMS (CREATEs) ISSUED FOR BID - CONTRACT - 02 201 MULLICA HILL ROAD GLASSBORO, NEW JERSEY 08028 ALL DIMENSIONS MUST BE VERIFIED

1.1 GENERAL RECORD DRAWING REQUIREMENTS

Page 1 of 5 VILLAGE OF ROMEOVILLE RECORD DRAWINGS CHECKLIST PART I GENERAL Record drawings are required to provide a means of schematic verification that the intent of the approved engineering design has

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

SECTION SITE SURVEYS

SECTION 02 21 13 SITE SURVEYS SPEC WRITER NOTE: 1. Delete text between // // not applicable to project. Edit remaining text to suit project. 2. Use this section to specify survey required before design

MILL HILL ARTS VILLAGE

OWNER CIVIL ENGINEER MACON-BIBB URBAN DEVELOPMENT AUTHORITY ALEX MORRISON, EXECUTIVE DIRECTOR 200 CHERRY STREET, SUITE 300 MACON, GA 31201 OFFICE PHONE : (478) 803-2402 TRIPLE POINT ENGINEERING DAN WALLACE,

HAMILTON SOUTHEASTERN UTILITIES, INC. SANITARY SEWER COMPLETION SPECIFICATIONS

HAMILTON SOUTHEASTERN UTILITIES, INC. SANITARY SEWER COMPLETION SPECIFICATIONS The ideas, designs, drawings and concepts contained herein are the exclusive intellectual property of Sanitary Management

FINAL ENGINEERING FOR 11 W. HOME AVE. VILLA PARK, IL LOCATION MAPS VICINITY SITE LOCATION SUMMARY OF QUANTITIES 67 FT. 32 FT. 92 SQ.-FT.

FINAL FOR W. HOME AVE., IL 608 LEGEND DESCRIPTION SANITARY SEWER STORM SEWER PROPOSED COMBINED SEWER WATERMAIN GAS TELEPHONE ELECTRIC OVER HEAD WIRE CURB FENCE STORM CATCHBASIN OR MANHOLE, OPEN LID STRUCTURE

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

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

MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-01) MANUAL: Standard

Valley Road Main Replacement

Bonding Provided Construction Co., Construction, Construction, 5% 5% 5% 5% 5% 5% 5% acknowledged 2 - Bidder Acknowledges Receipt of Addendums there was only 1 Affadivit of Preferential Bidders Status not

Customer Connection Guide Updates Effective May 2017

This document provides a list of the updates to the EPCOR Distribution and Transmission Inc. (EDTI) Customer Connection Guide. If you have any questions, please contact EDTI Customer Engineering Services

Record Drawing Standards for Projects Version 2.1

for Projects Version 2.1 Updated September 21, 2016 Department: Spatial Data Group Engineering & Maintenance 1. INTRODUCTION... 1 2. GENERAL STANDARDS... 1 2.1 Drawing Standards... 1 2.2 Digital Submission

Digitally Signed 06/02/2015

Digitally Signed 06/0/05 Digitally Signed 06/0/05 Digitally Signed 06/0/05 FED. ROAD DIST. NO. STATE FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS 6--5 6 ARK. JOB NO. 08057 6 8 075 QUANTITIES 5706 SUMMARY

RO SIX MILE COULEE 48TH AVENUE PLAN 961 0600 ENVIRONMENTAL RESERVE EASEMENT N.W. 1/4 SEC. 15-8 - 21-4 ARBOUR R I DG E GR E E N ARBOUR R I DGE GREEN ARBOUR WAY ARBOUR LANE ARBOUR RIDGE DRIVE ARBOUR BLVD.

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

TOWN of LAKESHORE SITE PLAN CHECKLIST

TOWN of LAKESHORE SITE PLAN CHECKLIST Last Revised December 17, 2009 Project Name: Project Location: Date Submitted: Name Phone Number E-mail Address Owner: Contractor/ Engineer: ( ) ( ) Applicant: ( )

Residential Room Addition / Remodel Submittal Requirement Checklist

City of Elko Building Department 1753 College Avenue Elko, Nevada 89801 (775) 777-7220 fax (775) 777-7229 Residential Room Addition / Remodel Submittal Requirement Checklist TWO COMPLETE SETS OF PROPERLY

Chapter 13 Plan Submittals

Chapter 13 Plan Submittals U30013.DOC 02/01/07 Chapter 13 Plan Submittals Section Topic Page 13.1 General 13.1 13.2 Subdivision Plans 13.1 13.3 Capital Improvement Project Plans 13.12 U30013.DOC 02/01/07

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

GAMA Engineering Inc Weston Road, Suite 35B Vaughan, Ontario L4L 9P1

St. Thomas Retirement Home SWM Brief (2017) Storm Water Management and Servicing Design Report For St. Thomas Retirement Home 292 Wellington Street, St. Thomas, ON N5R 2S9 PREPARED FOR SUNRAY GROUP PREPARED

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

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............

INCOMPLETE APPLICATION WILL NOT BE ACCEPTED COMPLETE ALL INFORMATION BELOW. Construction Value: $

CITY OF PORT ORCHARD Permit Center Office located at 720 Prospect Street Mailing address: 216 Prospect Street Port Orchard, WA 98366 (360) 874-5533 permitcenter@cityofportorchard.us COMMERCIAL or MULTI-FAMILY

5.7 Plan Documentation and Supporting Information.

5.7 and Supporting Information. In any case where the and Supporting Information for a Development Plan requires the submission of a Site Plan, Overall Plan, Landscape Plan, Building Elevations, Sign Plan

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

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:

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...

PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT ADDENDUM NO. 1

PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT 3-41-0056-024-2018 ADDENDUM NO. 1 Addendum No. 1 hereby amends the contract documents and drawings for the Scappoose

Washington County Road Engineering Plan Submittal/Review Checklist

Washington County Road Engineering Plan Submittal/Review Checklist Washington County Land Use Case File Number: Parcel(s): Developer/Owner Name(s): Developer/Owner E-mail(s): The following elements should

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

PL N 84TH PL N IVES CT N. Mills Creek 85TH AVE N LN N WEAVER LAKE RD N. PUD Concept Stage Plan 83RD PL N NEIGHBORHOOD LOCATION MAP

ARROWWOOD LN N 88TH PL N JONQUIL LN N IVES CT N 88TH PL N 88TH AVE N 88TH PL N 88TH AVE N COTTONWOOD LN N ZACHARY LN N 87TH AVE N 87TH PL N GOLDENROD LN N Mills Creek ZACHARY LN N 86T H AVE N 86TH AVE

MAJOR GRADING PLAN CHECKLIST

MAJOR GRADING PLAN CHECKLIST PUBLIC WORKS DEPARTMENT / ENGINEERING DIVISION 8130 Allison Avenue, La Mesa, CA 91942 Phone: (619) 667-1166 Fax: (619) 667-1380 Grading plans shall address both rough grading

B-27-A BRIDGE RAILING, 3 TUBE WITH PICKETS SECTION THROUGH RAILING WITH BRUSH BLOCK SECTION THROUGH RAILING WITH SIDEWALK

3" 1'- ƒ " 11 " 7 " TOP OF REAR FLANE TO BE ROUND 2'- LON PICKET 1'- W6 x 25 1 " THICK BASE PLATE " " ELASTOMERIC BOUND FABRIC PAD 8" SLAB DETAIL A (SEE 3) OVERHAN SECTION THROUH RAILIN WITH BRUSH BLOCK