SCHOOL DISTRICT 27J - HIGH SCHOOL #3 THORNTON, COLORADO CONSTRUCTION PLANS - ONSITE

Size: px
Start display at page:

Download "SCHOOL DISTRICT 27J - HIGH SCHOOL #3 THORNTON, COLORADO CONSTRUCTION PLANS - ONSITE"

Transcription

1 Reviewed for construction/inspection of public improvements only. All comments pertaining to private improvements are recommendations Label all public and private infrastructure where appropriate for future maintenance limits. All storm sewers that do not carry right-of-way runoff are considered private. All sanitary sewer that carry flows from more than one foundation are considered public. Verify that all curb/gutter meets the minim slope of.75%, and that all cross slopes for public are a minimum of 2% and a maximum of 4%, and that all private roads are a minimum of 1% and a maximum of 4%. Pavement grades should not exceed five percent longitudinal slope within a parking area and seven percent longitudinal slope in drive aisles that do not have parking stalls along the aisles. Site entry/exit aisles shall not exceed four percent longitudinal slope from the public street to 50-feet into the site. The 50-feet shall be measured from the property line. APRIL 8, 2016 In addition, from Code (verify compliance): 4:1 is the maximum grading that is reccomended. SITE COVER SHEET C0.0

2 recommend adding 5/100 year HGL's (typ) J:\\Drawings\-C1.12.dwg, 1:04:30 PM 18" minimum STORM LINE PLAN AND PROFILE label private" (typ) C1.12

3 STORM LINE PLAN AND PROFILE J:\\Drawings\-C1.12.dwg, 1:04:58 PM recommend hdpe vs pvc (typ) C1.14

4 Verify that all waterline is: a minimum of 4.5 feet deep a minimum of 5' feet from any concrete 8" minimum clearance for all crossings 10' edge of pipe to any sewer (storm or sanitary) 8 or 12" in diameter contains valves at a minmum of every 600 feet, between hydrants (and fire suppression lines) All sanitary Sewer mains shall have a.3 minimum drop through the manhole Recommend a 6" sanitary sewer service for all services to the school. The Building Division is evaluating the water meter size based upon the fixture counts provided. Waiting for response from Infrastructure Department on whether the waterline can e constructed underneath the basketball court. UTILITY PLAN J:\\Drawings\-C2.0.dwg, 1:10:36 PM C2.0

5 remove drop manhole.3 minimum drop required (typ) SANITARY LINE A PLAN & PROFILE J:\\Drawings\-C2.2-C2.4.dwg, 1:12:46 PM include invert out I think this is where the manhole would be to delineate maintenance C2.2

6 CEC JGJ JSP c C2.7 NORTH LOOP WATER PLAN AND PROFILE 18" minimum clearance (typ) CONSTRUCTION PLANS - OFFSITE J:\2071.1c\Drawings\OverlotWater-North.dwg, 1:17:09 PM

7 O WELL maintain a minimum 4.5' depth (typ) CEC JGJ JSP c casing required if waterline is constructed beneath box culvert C2.8 SOUTH LOOP WATER PLAN AND PROFILE J:\2071.1c\Drawings\OverlotWater-South.dwg, 1:20:42 PM 18" min CONSTRUCTION PLANS - OFFSITE

8 J:\2071.1c\Drawings\OverlotWater-South.dwg, 1:21:01 PM c CONSTRUCTION PLANS - OFFSITE SOUTH LOOP WATER PLAN AND PROFILE CEC JGJ JSP C2.9

9 J:\2071.1c\Drawings\OverlotWater-South.dwg, 1:21:20 PM c CONSTRUCTION PLANS - OFFSITE SOUTH LOOP WATER PLAN AND PROFILE CEC JGJ JSP C2.10

10 Legend GA. VENT BODY 4" VENT PIPE POP RIVET POP RIVET CONCRETE PAD remove detail 6" VENT BODY 1/8"x1/8" STEEL OR ALUMINUM (3 REQ.) GROUND LINE 3/8" J:\\Drawings\-CD2.0.dwg, 1:22:21 PM 3/4" 18" x 18" x 6" CONCRETE PAD 4" VENT PIPE SCHEDULE 80 PVC NOTE: COLOR SHALL BE FLAT BLACK 3/8" 2-1/2" 1" ROUND VENT SCREEN STEEL OR ALUMINUM ANGLE DETAIL POP RIVET UTILITY DETAILS 2-1/2" x 2-1/2" x 1/8" STEEL OR ALUMINUM ANGLE BASE DETAIL 3'+/- 6" O.D. SEAMLESS ALUMINUM PIPE CD2.1

11 STOP O WELL O WELL O WELL O WELL STOP J:\\Drawings\-C3.0.dwg, 1:23:36 PM STOP recommend 5" of full depth asphalt or 4"/6" composite, or 6" concrete HORIZONTAL CONTROL PLAN add railing MATCHLINE SEE SHEET C3.1 C3.0

UTILITIES CHECKLIST CITY OF CHESAPEAKE DEPARTMENT OF PUBLIC WORKS SUBDIVISION NAME: A/C & TAX MAP PARCEL NOS (13 DIGITS) DEVELOPER:

UTILITIES CHECKLIST CITY OF CHESAPEAKE DEPARTMENT OF PUBLIC WORKS SUBDIVISION NAME: A/C & TAX MAP PARCEL NOS (13 DIGITS) DEVELOPER: UTILITIES CHECKLIST CITY OF CHESAPEAKE DEPARTMENT OF PUBLIC WORKS SUBDIVISION NAME: A/C & TAX MAP PARCEL NOS (13 DIGITS) DEVELOPER: REVIEWING ENGINEER: WATERSHED (INCLUDE SUBSCRIPT) I. PRELIMINARY ITEMS

More information

ENGINEERING REVIEW CHECKLIST City of Mount Clemens

ENGINEERING REVIEW CHECKLIST City of Mount Clemens (To be completed by the Developer s & Submitted with ing Plans) DATE: PROJECT NAME: Site Plan Approved: Date DESIGN ENGINEERING COMPANY: ing Company Contact Information: Name: Phone: Email: Owner Contact

More information

CONDITIONS EXISTING EXISTING CONDITIONS SURVEY PROVIDED BY EGAN, FIELD & NOWAK ON FEBRUARY 20, PRELIMINARY - NOT FOR CONSTRUCTION

CONDITIONS EXISTING EXISTING CONDITIONS SURVEY PROVIDED BY EGAN, FIELD & NOWAK ON FEBRUARY 20, PRELIMINARY - NOT FOR CONSTRUCTION K:\TWC_LDEV\\ABRA\Maple Grove, \ Design\CAD\PlanSheets\C- CONDITIONS.dwg April 4, 018 - :44pm 40 0 8 CONDITIONS SURVEY PROVIDED EGAN, FIELD & NOWAK ON FEBRUARY 0, 018. LIMITS OF CONSTRUCTION OVERHEAD POWER

More information

Ivins City Standard Specifications for Design and Construction Part 2 Engineering and Design Standards

Ivins City Standard Specifications for Design and Construction Part 2 Engineering and Design Standards 2.9. WATER SYSTEM DESIGN Ivins City Standard Specifications for Design and Construction All culinary water mains and appurtenances shall be designed to provide for adequate future service for all contiguous

More information

APPENDIX B STANDARD CONSTRUCTION DRAWING NOTES

APPENDIX B STANDARD CONSTRUCTION DRAWING NOTES APPENDIX B STANDARD CONSTRUCTION DRAWING NOTES B-1 General Notes: SACWSD Standard Construction Drawing Notes 1. No work shall begin on any water or wastewater construction project until the construction

More information

OVERALL UTILITY PLANS 1. Provide a typical section depicting the roadway (proposed/future), utility locations, and separation for

OVERALL UTILITY PLANS 1. Provide a typical section depicting the roadway (proposed/future), utility locations, and separation for OVERALL UTILITY PLANS 1. Provide a typical section depicting the roadway (proposed/future), utility locations, and separation for all roadways. Identify utility locations/separations from gutter lip and

More information

CONSTRUCTION PLANS FOR ENTERPRISE RENTAL CAR

CONSTRUCTION PLANS FOR ENTERPRISE RENTAL CAR CONSTRUCTION PLANS FOR VICINITY MAP (NOT TO SCALE) DEVELOPER/OWNER: CHRISTOPHER SLOVAN ENTERPRISE HOLDINGS, INC. 284 MALLORY STATION RD, SUITE 120 FRANKLIN, TN 37067 PH: 615-309-9621 DAVIDSON CO., TENNESSSEE

More information

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

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

More information

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 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

More information

Appendix J: Storm Conveyance Design Parameters

Appendix J: Storm Conveyance Design Parameters Appendix J: Storm Conveyance Design Parameters Drain Commissioner 39 February 2005 STORM DRAINAGE DESIGN CRITERIA A. STORM SEWERS 1. The required discharge capacity shall be determined by the Rational

More information

SECTION MEASUREMENT AND PAYMENT

SECTION MEASUREMENT AND PAYMENT SECTION 01026 PART 1 GENERAL 1.1 SECTION INCLUDES A. Explanation and Definitions B. Measurement C. Payment D. Schedule of Values E. Application for Payment 1.2 EXPLANATION AND DEFINITIONS A. The following

More information

Revision 1 Dated October 2, UNIT PRICE BID SCHEDULE SCHEDULE OF PRICES FOR THE CONSTRUCTION OF THE:

Revision 1 Dated October 2, UNIT PRICE BID SCHEDULE SCHEDULE OF PRICES FOR THE CONSTRUCTION OF THE: Revision 1 Dated October 2, 2014 1.3.2 UNIT PRICE BID SCHEDULE SCHEDULE OF PRICES FOR THE CONSTRUCTION OF THE: PEYTON DRIVE WIDENING - PHASE 3 AND ENGLISH CHANNEL IMPROVEMENTS Project No s. S12012 & 800360

More information

1. Division 01 Section General Requirements - Temporary Facilities and Controls. 2. Division 31 Section Earthwork.

1. Division 01 Section General Requirements - Temporary Facilities and Controls. 2. Division 31 Section Earthwork. PAGE 334000-1 SECTION 334000 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,

More information

**RESPONSES TO COMMENTS MUST BE RETURNED WITH REVISED PLANS FOR FINAL PLAN APPROVAL.** Approved as submitted X Needs attention N/A Non-Applicable

**RESPONSES TO COMMENTS MUST BE RETURNED WITH REVISED PLANS FOR FINAL PLAN APPROVAL.** Approved as submitted X Needs attention N/A Non-Applicable PLAN REVIEW CHECKLIST FOR WATER MAINS AND SANITARY SEWERS CITY OF ANDERSON / ELECTRIC CITY UTILITIES ************************************************************************************* Project Name:

More information

1750 PLEASANT RIDGE DRIVE LEXINGTON, KY 40509

1750 PLEASANT RIDGE DRIVE LEXINGTON, KY 40509 1750 PLEASANT RIDGE DRIVE LEXINGTON, KY 40509 Kentucky811 C0.0 Lexington Fayette County C1.0 C2.0 C3.0 C4.0 C5.0 C6.0 - C6.3 C7.0 VICINITY MAP COVER SHEET MAN O' WAR DEVELOPMENT, UNIT 2A 2024 BRYANT RD.

More information

SECTION 8 SEPARATION OF LINES

SECTION 8 SEPARATION OF LINES SECTION 8 SEPARATION OF LINES 8.01 INDEX 8.01 INDEX 8.02 PURPOSE 8.03 DEFINITIONS 8.04 SEWER SEPARATION 8.05 NON-POTABLE SEPARATION 8.06 REFERENCES 8.02 PURPOSE This section states the requirements and

More information

Department of Building and Zoning Approaches and Sidewalks for ONE AND TWO FAMILY CONSTRUCTION

Department of Building and Zoning Approaches and Sidewalks for ONE AND TWO FAMILY CONSTRUCTION Department of Building and Zoning Approaches and Sidewalks for ONE AND TWO FAMILY CONSTRUCTION GENERAL ITEMS SUBGRADE Prior to pouring concrete all subgrades must be wetted and compacted. All formwork

More information

T a b l e o f C o n t e n t s

T a b l e o f C o n t e n t s C i t y o f G l a d s t o n e P u b l i c W o r k s D e s i g n S t a n d a r d s T a b l e o f C o n t e n t s SECTION THREE SANITARY SEWER REQUIREMENTS... 1 3.0000 SANITARY SEWERS... 1 3.0010 General

More information

STANDARD DETAILS. Revised January Bonita Springs Utilities, Inc East Terry Street (239)

STANDARD DETAILS. Revised January Bonita Springs Utilities, Inc East Terry Street (239) STANDARD DETAILS Revised January 2018 Bonita Springs Utilities, Inc. 11900 East Terry Street Bonita Springs, FL 34135 (239) 992-0711 DETAIL SHEET INDEX WATER DETAILS W-1 CONSTRUCTION JUMPER ASSEMBLY W-2

More information

City of Logan Sanitary Sewer Design Standards

City of Logan Sanitary Sewer Design Standards City of Logan Sanitary Sewer Design Standards 2011 http://www.loganutah.org/public_works/engineering/stdsspecsdesign.cfm Table of Contents PART 1. CITY OF LOGAN SANITARY SEWER SYSTEM DESIGN STANDARDS FOR

More information

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

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

More information

Public Notice for Comment

Public Notice for Comment Water Pollution Control District Public Notice for Comment The Logan County Water Pollution Control District is revising its Construction Standards regarding the installation, repair and inspection of

More information

Division IV Section 4100 Measurement and Payment PUBLIC WORKS DEPARTMENT

Division IV Section 4100 Measurement and Payment PUBLIC WORKS DEPARTMENT Division IV Section 4100 Measurement and Payment PUBLIC WORKS DEPARTMENT DIVISION IV CONSTRUCTION AND MATERIAL SPECIFICATIONS SECTION 4100 MEASUREMENT AND PAYMENT 4100 SCOPE... 2 4101 Clearing and Grubbing...

More information

EXISTING CONDITIONS. Town of Bedford, NH Sand Volleyball Courts Existing Conditions Sheet 2 of 5 GENERAL NOTES

EXISTING CONDITIONS. Town of Bedford, NH Sand Volleyball Courts Existing Conditions Sheet 2 of 5 GENERAL NOTES GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY AND DETERMINE THE LOCATION, SIZE AND ELEVATION OF ALL EXISTING UTILITIES SHOWN OR NOT SHOWN ON THESE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR

More information

HITT STREET UNIVERSITY PROJECT #: CP REFER TO CP PLANS FOR ELECTRICAL DUCTBANK IN HITT STREET INSTALL:

HITT STREET UNIVERSITY PROJECT #: CP REFER TO CP PLANS FOR ELECTRICAL DUCTBANK IN HITT STREET INSTALL: N 1133521.33 E 1689742.43 STA: 10+53.07 INSTALL: 2-10" 90 BENDS CONNECT TO MIDDLEBUSH HALL INTERIOR PLANT PLUMBING MIDDLEBUSH HALL HW1 HWS HWR 10+00 FREDRICK APARTMENTS FINE ARTS INSTALL 422 LF 10" HWS

More information

If a new residence s electrical service is not located within 200 feet of existing

If a new residence s electrical service is not located within 200 feet of existing Primary Line Extensions CHAPTER 4 If a new residence s electrical service is not located within 200 feet of existing primary electrical facilities, a primary line extension is required to place a close

More information

Index. Composition and Order of Plan Set. Utility Plan... 5

Index. Composition and Order of Plan Set. Utility Plan... 5 City of Des Plaines Public Works and Engineering Department Revised-October 5, 2012 Index Composition and Order of Plan Set Title Page Number Cover Sheet... 1 Requirements for Site Development... 2 Grading

More information

IFB B Attachment 3 Page 112-1

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

More information

PART II STANDARD DETAILS PRINCE GEORGE COUNTY

PART II STANDARD DETAILS PRINCE GEORGE COUNTY PART II STANDARD DETAILS PRINCE GEORGE COUNTY MAY 2008 *Revised Sept. 2011 2 THIS PAGE INTENTIONALLY LEFT BLANK 3 INDEX OF DRAWINGS THRUST BLOCKING Blocking Detail (Horizontal Bends) Blocking Detail (Tees)

More information

CONSTRUCTION PLAN REVIEW CHECKLIST FOR PRIVATE DEVELOPMENT

CONSTRUCTION PLAN REVIEW CHECKLIST FOR PRIVATE DEVELOPMENT ADDITION NAME: City of Grapevine, Texas CONSTRUCTION PLAN REVIEW CHECKLIST FOR PRIVATE DEVELOPMENT Updated April 16, 2018 Public Works Department Engineering Division 200 South Main Street Grapevine, Texas

More information

Division 33. Utilities

Division 33. Utilities See Section 32 for requirements on Utility Plan Preparation. 33 10 00. Water Utilities 33 11 00. Water Utility Distribution Piping 1. All underground pipe material, 4 inch diameter and larger shall be

More information

8. Vertical Alignment (Profiles).

8. Vertical Alignment (Profiles). 8. Vertical Alignment (Profiles). a. Cover Over Pipeline. 1) Normal depth for sewer pipelines is eight (8) to ten (10) feet measured from the lowest profile grade or ground line. 2) Provide a minimum of

More information

SECTION 4 - DESIGN STANDARDS FOR WATER DISTRIBUTION FACILITIES

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

More information

STORM DRAINAGE CHAPTER 11

STORM DRAINAGE CHAPTER 11 CHAPTER 11 STORM DRAINAGE SECTION 11 GENERAL 11.1 Scope. The provisions of this chapter shall govern the materials, design, construction and installation of storm drainage. 11.2 Where required. All roofs,

More information

CHAPTER 20 PUBLIC IMPROVEMENTS OPINION OF COSTS TABLE OF CONTENTS

CHAPTER 20 PUBLIC IMPROVEMENTS OPINION OF COSTS TABLE OF CONTENTS CHAPTER 20 PUBLIC IMPROVEMENTS OPINION OF COSTS TABLE OF CONTENTS Section Title Page 20.1 General... 20-1 20.2 Units and Costs... 20-1 20.2.1 Erosion Control...20-1 20.2.2 Street Improvements...20-1 20.2.3

More information

SECTION CONSTRUCTION SERVICES

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

More information

PERMANENT PAVEMENT REPAIR NO SCALE

PERMANENT PAVEMENT REPAIR NO SCALE SAWCUT EXISTING PAVEMENT 2" BITUMINOUS CONCRETE SURFACE COURSE, CLASS 2 (MIN) CLEAN EDGE PRIOR TO PAVING AND PAINT WITH LIQUID BITUMEN. INSTALL SEALANT OVER JOINT UPON COMPLETION 2" BITUMINOUS CONCRETE

More information

SUPPLEMENTAL DRAWINGS

SUPPLEMENTAL DRAWINGS CITY OF GREATER SUDBURY SUPPLEMENTAL DRAWINGS TO THE ONTARIO PROVINCIAL STANDARD DRAWINGS Rev: February 2012 CITY OF GREATER SUDBURY STANDARD DRAWINGS TABLE OF CONTENTS Greater Sudbury Standard Drawings

More information

City of St. Catharines Standard Drawings JULY Revised July 21, 2017 TES-ENG (SH)

City of St. Catharines Standard Drawings JULY Revised July 21, 2017 TES-ENG (SH) City of St. Catharines Standard Drawings JULY 2017 Revised July 21, 2017 TES-ENG (SH) Roads Dwg No. Revision Standard Sidewalk Detail 110-2001 1 Monolithic Curb-Faced Sidewalk for Concrete Road 110-2002

More information

Section V WATER DISTRIBUTION SYSTEM DESIGN GUIDELINES

Section V WATER DISTRIBUTION SYSTEM DESIGN GUIDELINES Section V WATER DISTRIBUTION SYSTEM DESIGN GUIDELINES A. GENERAL 1. The following water system design guidelines are based on Federal, State and local health requirements and the Hilton Head No. 1 Public

More information

Contact the Jurisdictional Engineer for materials allowed by each jurisdiction.

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

More information

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

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

More information

PART II. - SPECIFICATIONS AND DESIGN STANDARDS TO CITY OF HEWITT, TEXAS SUBDIVISION ORDINANCE FOR PUBLIC WORKS CONSTRUCTION [TEXT]

PART II. - SPECIFICATIONS AND DESIGN STANDARDS TO CITY OF HEWITT, TEXAS SUBDIVISION ORDINANCE FOR PUBLIC WORKS CONSTRUCTION [TEXT] PART II. - SPECIFICATIONS AND DESIGN STANDARDS TO CITY OF HEWITT, TEXAS SUBDIVISION ORDINANCE FOR PUBLIC WORKS CONSTRUCTION [TEXT] A. - General. B. - Streets. C. - Stormwater drainage system. D. - Water

More information

ONE PIPE LENGTH MAX (REFER TO 1/4"/FT SLOPE (MIN) 5'-0" (MIN) OR 4" LATERAL NOTE #1) INCREASER RIGHT-OF-WAY/ 4"x6" REFER TO TYPICAL EXCAVATION,

ONE PIPE LENGTH MAX (REFER TO 1/4/FT SLOPE (MIN) 5'-0 (MIN) OR 4 LATERAL NOTE #1) INCREASER RIGHT-OF-WAY/ 4x6 REFER TO TYPICAL EXCAVATION, VENT CAP (MUSHROOM TYPE) SOLID CAP EXIST GRADE MIN BUILDING REFER TO NOTE #4 MIN CONCRETE SIDEWALK CURB OR EDGE OF SIDEWALK STREET CLEANOUT (REFER TO NOTE #3) VENT PIPE 4" PVC 6" PVC CLEANOUT CONCRETE

More information

CULINARY WATER SYSTEMS

CULINARY WATER SYSTEMS CULINARY WATER SYSTEMS I. Water system size determination A. The minimum water line size is 8 inch for distribution lines in a residential subdivision. 1. Subdivisions that have a school or church will

More information

CHECKLIST FOR STREETS, INLETS, AND STORM SEWER DESIGN

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

More information

GENERAL NOTES AND CONDITIONS STORM SEWER 1. ALL EARTHWORK, GRADING AND PAVING SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS, STATE OF ILLINOIS

More information

HYDROGRID SUBSURFACE IRRIGATED HARTRU TENNIS COURTS

HYDROGRID SUBSURFACE IRRIGATED HARTRU TENNIS COURTS HYDROGRID SUBSURFACE IRRIGATED HARTRU TENNIS COURTS PART 1 - GENERAL WORK INCLUDED A. Provide all equipment and materials, and do all work necessary to construct a HydroGrid subsurface irrigated fastdry

More information

CITY OF PANAMA CITY BEACH Utilities Administration & Engineering Offices 116 South Arnold Road Panama City Beach, FL 32413

CITY OF PANAMA CITY BEACH Utilities Administration & Engineering Offices 116 South Arnold Road Panama City Beach, FL 32413 Page: 1 of 5 CITY OF PANAMA CITY BEACH Utilities Administration & Engineering Offices 116 South Arnold Road Panama City Beach, FL 32413 COMMERCIAL/RESIDENTIAL UTILITY PLAN COMPLETENESS CHECK LIST Updated

More information

Parish of Ascension Project Management ADDENDUM #1 NOTICE TO BIDDERS/ QUOTE

Parish of Ascension Project Management ADDENDUM #1 NOTICE TO BIDDERS/ QUOTE Parish of Ascension Project Management ADDENDUM #1 NOTICE TO BIDDERS/ QUOTE PROJECT #/ ENG-16-085 PROJECT NAME: FRANK SOTILE PAVILION ADDITION CODE: DATE: Wednesday, June 14, 2017 OWNER: ASCENSION PARISH

More information

Re: South Regional Park Tributary: Minor Storm Event Outfall System Comments City of Thornton, Adams County, & UDFCD

Re: South Regional Park Tributary: Minor Storm Event Outfall System Comments City of Thornton, Adams County, & UDFCD March 15, 2017 Tim Semones, PE Civil Engineer Development Engineering City of Thornton 9500 Civic Center Drive Thornton, CO 80229-4326 Phone: (303) 538-7634 Fax: (303) 538-7373 Re: South Regional Park

More information

STORM DRAINAGE CHAPTER 11

STORM DRAINAGE CHAPTER 11 CHAPTER STORM DRAINAGE SECTION 0 GENERAL 0. Scope. The provisions of this chapter shall govern the materials, design, construction and installation of storm drainage, except in one- and two-family dwellings.

More information

ADDENDUM # 3 DATE: February 16, 2018

ADDENDUM # 3 DATE: February 16, 2018 ADDENDUM # 3 DATE: February 16, 2018 REFERENCE: Invitation for Bid No.: S-LB-18607 IFB Issue Date: January 25, 2018 Title: Stonewall Middle School Addition and Renovations Architect/Engineer: Architecture

More information

Chapter 10. Conduit Outlet Structures Introduction General Layout Information

Chapter 10. Conduit Outlet Structures Introduction General Layout Information 10.0 Introduction This section addresses the design of culvert outlets, which are typically oriented in-line with the flow in a drainageway, and storm sewer outlets, which are typically oriented perpendicular

More information

City of Naples Utilities Department Wastewater Collections Division

City of Naples Utilities Department Wastewater Collections Division City of Naples Utilities Department Wastewater Collections Division Request for Proposal Reclaimed Water Fire Hydrant & Water Service Installations February 2015 Reclaimed Water Fire Hydrant & Services

More information

COMMERCIAL PROJECT PLAN REVIEW PROCESS

COMMERCIAL PROJECT PLAN REVIEW PROCESS COMMERCIAL PROJECT PLAN REVIEW PROCESS Complete construction documents, which contain all of the required information will speed the plan review process. The following checklist establishes minimum guidelines

More information

CITY OF WALLED LAKE 1499 E. WEST MAPLE WALLED LAKE, MI 48390

CITY OF WALLED LAKE 1499 E. WEST MAPLE WALLED LAKE, MI 48390 CITY OF WALLED LAKE 1499 E. WEST MAPLE WALLED LAKE, MI 48390 ENGINEERING DESIGN STANDARDS Prepared by: Boss Engineering Howell, Michigan October 5, 2016 TABLE OF CONTENTS PART I. INTRODUCTION SECTION 1.0

More information

INSPECTION AND ACCEPTANCE FOR MAINTENANCE

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

More information

EL DORADO COLONIA STREET IMPROVEMENT PROJECT PHASE III IN THE CITY OF EL CENTRO ADDENDUM NO. 02

EL DORADO COLONIA STREET IMPROVEMENT PROJECT PHASE III IN THE CITY OF EL CENTRO ADDENDUM NO. 02 EL DORADO COLONIA STREET IMPROVEMENT PROJECT PHASE III IN THE CITY OF EL CENTRO ADDENDUM NO. 02 Date: April 22, 2009 To: Prospective Bidders/Plan Holders From: Abraham Campos, PE on behalf of City of El

More information

CHAPTER 5 WATER SYSTEM DESIGN STANDARDS

CHAPTER 5 WATER SYSTEM DESIGN STANDARDS CHAPTER 5 WATER SYSTEM DESIGN STANDARDS TABLE OF CONTENTS CHAPTER 5 WATER SYSTEM DESIGN STANDARDS 5.00 Objective Page 1 5.01 Additional Referenced Standards Page 1 5.02 Special Design Problems Page 2 5.03

More information

CUYAHOGA COUNTY DEPARTMENT OF PUBLIC WORKS CUYAHOGA COUNTY ENGINEER TOWNSHIP SUBDIVISION STREET DESIGN STANDARDS AND IMPROVEMENT PLAN REQUIREMENTS

CUYAHOGA COUNTY DEPARTMENT OF PUBLIC WORKS CUYAHOGA COUNTY ENGINEER TOWNSHIP SUBDIVISION STREET DESIGN STANDARDS AND IMPROVEMENT PLAN REQUIREMENTS CUYAHOGA COUNTY DEPARTMENT OF PUBLIC WORKS CUYAHOGA COUNTY ENGINEER TOWNSHIP SUBDIVISION STREET DESIGN STANDARDS AND IMPROVEMENT PLAN REQUIREMENTS November 25, 2013 Table of Contents Cuyahoga County Engineer's

More information

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

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)

More information

CITY OF ANAHEIM SEWER DESIGN MANUAL

CITY OF ANAHEIM SEWER DESIGN MANUAL CITY OF ANAHEIM CITY OF ANAHEIM DEPARTMENT OF PUBLIC WORKS SUBDIVISION SECTION SEWER DESIGN MANUAL TABLE OF CONTENTS 1. SIZING... 2 Design flows:... 2 Roughness coefficient (n):... 2 Velocity (Average

More information

2015 Financial Assurance (Basic form) 3/17/2015 Estimate Form

2015 Financial Assurance (Basic form) 3/17/2015 Estimate Form 2015 Financial Assurance (Basic form) 3/17/2015 Estimate Form Project Information (\aen i vake.. F;) N0.3-7114117 Project Name Section 1 - Grading and Erosion Control BMPs Quantity Units Price Earthwork

More information

SPECIFICATIONS FOR UNDERGROUND WATER STORAGE TANKS FOR FIRE PROTECTION

SPECIFICATIONS FOR UNDERGROUND WATER STORAGE TANKS FOR FIRE PROTECTION SPECIFICATIONS FOR UNDERGROUND WATER STORAGE TANKS FOR FIRE PROTECTION Carroll County, Maryland 1. Introduction 1.1. Scope The construction of underground tanks for fire protection in accordance with The

More information

SECTION 12 STANDARDS FOR CONSTRUCTION PLANS AND SPECIFICATIONS

SECTION 12 STANDARDS FOR CONSTRUCTION PLANS AND SPECIFICATIONS SECTION 12 STANDARDS FOR CONSTRUCTION PLANS AND SPECIFICATIONS 12.1 The subdivider shall construct and install the improvements in accordance with the County's Standards for Construction Plans and Specifications

More information

Construction Documents Checklist

Construction Documents Checklist Construction Documents Checklist The following must be completed prior to final approval of site development plans (Construction Documents) by the Town: Final Drainage Report signed by engineer-of-record

More information

COUNTY OF ALBEMARLE. Community Development Department 401 McIntire Road, Room 227 Charlottesville, Virginia (434)

COUNTY OF ALBEMARLE. Community Development Department 401 McIntire Road, Room 227 Charlottesville, Virginia (434) COUNTY OF ALBEMARLE ZONING INFORMATION PACKET (For building permits for a structure on a property with a site plan) Community Development Department 401 McIntire Road, Room 227 Charlottesville, Virginia

More information

PART V - STORM DRAIN DESIGN CRITERIA

PART V - STORM DRAIN DESIGN CRITERIA PART V - STORM DRAIN DESIGN CRITERIA A. Hydrology Studies and Hydraulic Analyses 1. Drainage area master plans and calculations are to be submitted with all subdivision improvement plans, permit improvement

More information

PART V - STORM DRAIN DESIGN CRITERIA

PART V - STORM DRAIN DESIGN CRITERIA PART V - STORM DRAIN DESIGN CRITERIA A. Hydrology Studies and Hydraulic Analyses 1. Drainage area master plans and calculations are to be submitted with all subdivision improvement plans, permit improvement

More information

CHAPTER 12 INSTALLATION OF UTILITIES AND OTHER SYSTEMS TABLE OF CONTENTS

CHAPTER 12 INSTALLATION OF UTILITIES AND OTHER SYSTEMS TABLE OF CONTENTS CHAPTER 12 INSTALLATION OF UTILITIES AND OTHER SYSTEMS TABLE OF CONTENTS Section Title Page 12.1 General... 12-1 12.2 Design Standards... 12-1 12.2.1 General Requirements...12-1 12.2.2 Minimum Depth...12-1

More information

CITY OF LA MARQUE, TEXAS CHAPTER 3 WATER SYSTEM DESIGN CRITERIA

CITY OF LA MARQUE, TEXAS CHAPTER 3 WATER SYSTEM DESIGN CRITERIA CITY OF LA MARQUE, TEXAS CHAPTER 3 WATER SYSTEM DESIGN CRITERIA CHAPTER 3 WATER SYSTEM DESIGN 3.1 WATER SYSTEM DESIGN GENERAL 3.1.1 Criteria for the design of water service and water distribution lines

More information

Article 1008: FIRE PROTECTION REGULATIONS (Adopted 03/27/2012)

Article 1008: FIRE PROTECTION REGULATIONS (Adopted 03/27/2012) Article 1008: FIRE PROTECTION REGULATIONS (Adopted 03/27/2012) 1008.1 FIRE SUPPRESSION FOR RESIDENTIAL DEVELOPMENT A. Any new subdivision of three or more individual dwelling units and all existing subdivisions

More information

DRINKING WATER LINE INSTALLATION STANDARDS

DRINKING WATER LINE INSTALLATION STANDARDS 30" MIN. 72" MAX. ORIGINAL GROUND SURFACE BACKFILL WITH A-1-a OR NATIVE MATERIAL PER APWA STANDARDS. MATERIAL MUST MEET APWA STANDARD FOR GRANULAR BORROW. COMPACT BACKFILL ABOVE PIPE ZONE TO 96% DENSITY

More information

H Y D R A U L I C E F F I C I E N C Y

H Y D R A U L I C E F F I C I E N C Y 2 Hydrology and Economics Hydrologic analysis involves the estimation of a design flow rate based on climatological and watershed characteristics. This analysis is one of the most important aspects of

More information

ENGINEERING DESIGN & IMPROVEMENT STANDARDS

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

More information

CITY OF ROCKLIN STANDARD DRAWINGS

CITY OF ROCKLIN STANDARD DRAWINGS CITY OF ROCKLIN STANDARD DRAWINGS November 2016 Table of Contents Page # Section 1 Section 2 Section 3 General Notes and Review Boxes 01-01 Signature Blocks... 1 01-02 General Notes (Sheet 1 of 8)... 2

More information

The City of North Las Vegas (CNLV) does not allow valley gutters to be constructed across streets with right-of-way widths of 80 feet or greater.

The City of North Las Vegas (CNLV) does not allow valley gutters to be constructed across streets with right-of-way widths of 80 feet or greater. Background The City of rth Las Vegas strives to provide the development community with adequate information to ensure the successful completion of any project in the City. To aid in the submittal of a

More information

CITY OF DELRAY BEACH LAKE IDA DRAINAGE IMPROVEMENTS

CITY OF DELRAY BEACH LAKE IDA DRAINAGE IMPROVEMENTS LAKE IDA DRAINAGE IMPROVEMENTS = LIMITS OF PROJECT AREA 1760G01.DWG SURVEY LEGEND: SURVEY SYMBOL LEGEND: PLAT LEGEND: STATEMENT OF PURPOSE: SURVEY TREE LEGEND: SITE BENCHMARKS: SURVEY PREPARED BY: DENNIS

More information

ROUTE 3 OLD WINTHROP ROAD PROJECT LOCATION I-95 PROJECT LOCATION WESTERN AVENUE NORTH BELFAST AVE.

ROUTE 3 OLD WINTHROP ROAD PROJECT LOCATION I-95 PROJECT LOCATION WESTERN AVENUE NORTH BELFAST AVE. PROJECT LOCATION PROJECT LOCATION NORTH BELFAST AVE. ROUTE 3 WESTERN AVENUE I-95 OLD WINTHROP ROAD INSTALL NEW 3" x 1" CC DOUBLE STRAP SERVICE SADDLE, 1" CC x 1 1/4" COMPRESSION CORPORATION AND 1 1/4"

More information

Amendments to the January 2016 Design Criteria Manual & Supplementary Master Municipal Construction Documents

Amendments to the January 2016 Design Criteria Manual & Supplementary Master Municipal Construction Documents General Figure 2.3.1 16 Revise Revised Figure 2.3.1: New Development Areas where Secondary Suites Apply to include two new areas (#4 and 5). Water 3.3.2 Watermains 31 Add Added wording in Section 3.3.2.3

More information

Contractor Policy Manual

Contractor Policy Manual Contractor Policy Manual City of Sioux City Public Works Department Utilities Field Office 1921 18 th Street (712) 279-6913 Table of Contents Clearance Permits... 1 Airport Permits... 1 Clearance Permit

More information

CITY OF ALBANY Public Works Department ADDENDUM #1 ST , MAIN STREET REHABILITATION

CITY OF ALBANY Public Works Department ADDENDUM #1 ST , MAIN STREET REHABILITATION CITY OF ALBANY Public Works Department ADDENDUM #1 ST-13-04-2014, MAIN STREET REHABILITATION In order to clarify the intent of the Specifications and Drawings, the following provisions are provided and

More information

SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION TABLE OF CONTENTS

SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION TABLE OF CONTENTS PREFACE AND CITY ENGINEER S LETTER INDEX OF STANDARD DRAWINGS DIVISION 100 GENERAL CONDITIONS ARTICLE 1 DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms ARTICLE 2 PRELIMINARY MATTERS 2.01 Delivery of Bonds

More information

Public Works Department 305 West Third Street, East Wing, Third Floor Oxnard, California Tel

Public Works Department 305 West Third Street, East Wing, Third Floor Oxnard, California Tel Public Works Department 305 West Third Street, East Wing, Third Floor Oxnard, California 93030 Tel 805.385.8280 October 24, 2018 ADDENDUM NO. 2 Vineyard Avenue Street Resurfacing Project PW 16-12 SCHEDULED

More information

PARKING LOT AND ROADWAY MAINTENANCE

PARKING LOT AND ROADWAY MAINTENANCE Village of Vernon Hills Community Development Engineering Division Phone 847-367-3704 Fax 847-367-2541 PERMIT APPLICATION PROCESS PARKING LOT AND ROADWAY MAINTENANCE Removal and replacement, concrete and

More information

TOWN OF MANCHESTER PLANNING AND ZONING COMMISSION Subdivision Application Minimum Submission Requirements

TOWN OF MANCHESTER PLANNING AND ZONING COMMISSION Subdivision Application Minimum Submission Requirements TOWN OF MANCHESTER PLANNING AND ZONING COMMISSION Subdivision Application Minimum Submission Requirements This checklist is to be completed and submitted with all Subdivision Applications. The Town reserves

More information

Project: Developer/Designer: Reviewer:

Project: Developer/Designer: Reviewer: City of Charlottesville, Virginia Engineering Plan Review Checklist (Site Plans, Site Plan Amendments, and Major Subdivisions) 610 East Market Street, Charlottesville, VA 22902 Telephone 434-970-3182;

More information

CITY OF MERIDIAN LAND DEVELOPMENT SERVICES SUBDIVISION PLAN REVIEW CHECK LIST

CITY OF MERIDIAN LAND DEVELOPMENT SERVICES SUBDIVISION PLAN REVIEW CHECK LIST Project Name: Hearing Date: Reviewer: Date of Review: # OK NEED N/A General Plan Design All documents, design standards, specifications, and forms should be taken from the website each time they are used

More information

CITY OF CARLSBAD 101 N. HALAGUENO STREET CARLSBAD, NEW MEXICO

CITY OF CARLSBAD 101 N. HALAGUENO STREET CARLSBAD, NEW MEXICO I N D E X O F D R A W I N G S CITY OF CARLSBAD 101 N. HALAGUENO STREET CARLSBAD, NEW MEXICO MARCH 2016 Molzen Corbin Bohannan-Huston Bohannan-Huston PROJECT LOCATION VICINITY MAP 1155 Commerce Dr., Suite

More information

KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION

KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION Sheet 1 of 7 NOTE: This special provision is generally written in the imperative mood. The subject, the

More information

Water Main/Storm Sewer Separation

Water Main/Storm Sewer Separation Water Main/Storm Sewer Separation Background: In the past few years, the Water Supply Section of the Iowa Department of Natural Resources has been requiring engineers submitting project plans for permitting

More information

DESIGN CRITERIA AND STANDARD DRAWINGS FOR WATER AND SEWER FACILITIES

DESIGN CRITERIA AND STANDARD DRAWINGS FOR WATER AND SEWER FACILITIES SANTA MARGARITA WATER DISTRICT DESIGN CRITERIA AND STANDARD DRAWINGS FOR WATER AND SEWER FACILITIES SANTA MARGARITA WATER DISTRICT 26111 Antonio Parkway Rancho Santa Margarita, California 92688 (949) 459-6655

More information

CONCRETE CURB AND GUTTER

CONCRETE CURB AND GUTTER USE APWA STD. PLAN 205 TYPE A. ADJUST DIMENSIONS FOR A 2% SLOPE. 6" 6" 1'-4" 3" NOTES: 1. FLATTEN GUTTERS AT ADA RAMP LOCATIONS. GUTTERSLOPES MAY BE REDUCED BETWEEN RAMPS AS WELL AS AT CURB RAMPS WHERE

More information

SITE SERVICING PRELIMINARY DESIGN BRIEF

SITE SERVICING PRELIMINARY DESIGN BRIEF 855 Carling Avenue Proposed Redevelopment SITE SERVICING PRELIMINARY DESIGN BRIEF March 2010 March 23, 2010 RVA 081785 Arnon Corporation 1801 Woodward Dr. Ottawa, ON K2C 0R3 Attention: Mike Casey Re: 855

More information

Sag Pipe (depressed sewers, or Inverted siphons) Dr. Sataa A. Al-Bayati(10-11)

Sag Pipe (depressed sewers, or Inverted siphons) Dr. Sataa A. Al-Bayati(10-11) بسم هللا الرحمن الرحيم Sag Pipe (depressed sewers, or Inverted siphons) Dr. Sataa A. Al-Bayati(10-11) A sewer that drops below the hydraulic gradient to pass under an obstruction, such as a railroad cut,

More information

A NEW PRE-K BUILDING FOR BIG SPRING LAKE KINDERGARTEN SCHOOL FOR THE ALBERTVILLE CITY BOARD OF EDUCATION ALBERTVILLE, ALABAMA

A NEW PRE-K BUILDING FOR BIG SPRING LAKE KINDERGARTEN SCHOOL FOR THE ALBERTVILLE CITY BOARD OF EDUCATION ALBERTVILLE, ALABAMA McKee and Associates Architecture and Interior Design Addendum No. FOUR Date: 09.24.18 Project: A NEW PRE-K BUILDING FOR BIG SPRING LAKE KINDERGARTEN SCHOOL FOR THE ALBERTVILLE CITY BOARD OF EDUCATION

More information

West Energy Sanitary Sewer in Columbia, SC State Project # H27-Z185-CP Prepared For. Chao & Associates, Inc.

West Energy Sanitary Sewer in Columbia, SC State Project # H27-Z185-CP Prepared For. Chao & Associates, Inc. West Energy Sanitary Sewer in Columbia, SC State Project # H27-Z1-CP Prepared For by: CA#: 398108-16 The Owner Is: 743 Greene Street Columbia, SC 29208 Project Manager Civil and Surveying DRAWING INDEX

More information

A. Introduction 7 1. Purpose 7 2. Authority 7 3. Contact 8 4. Plan Submittal Process 8 B. Design Standards General 11 a. Future Extensions 11

A. Introduction 7 1. Purpose 7 2. Authority 7 3. Contact 8 4. Plan Submittal Process 8 B. Design Standards General 11 a. Future Extensions 11 A. Introduction 7 1. Purpose 7 2. Authority 7 3. Contact 8 4. Plan Submittal Process 8 B. Design Standards 11 1. General 11 a. Future Extensions 11 b. Design Calculations 11 c. Easements and Property 12

More information