TYPICAL SECTION - 24'/28' STRIP PAVING TYPICAL SECTION - 24'/28' GRAVEL STREET TYPICAL SECTIONS FOR 24'/28' STRIP PAVING AND GRAVEL STREETS
|
|
|
- Clinton Wilkinson
- 7 years ago
- Views:
Transcription
1
2 TYPICAL SECTION - 24'/28' STRIP PAVING TYPICAL SECTION - 24'/28' GRAVEL STREET TYPICAL SECTIONS FOR 24'/28' STRIP PAVING AND GRAVEL STREETS
3 PAVEMENT WIDTH (B) PAVEMENT (C) LIP C&G (D) F.L. C&G (E) BACK C&G 24', 26', 29', 32' AND 36' STREETS
4 TYPICAL SECTION DEEP EXCAVATION
5 TYPICAL BIKE TRAIL
6 GRADING LIMITS BEDDING MATERIAL AND BASE COURSE, GRADING D-1
7 GRADING LIMITS SUBBASE, GRADING B CLASSIFIED FILL & BACKFILL
8 TRENCH BACKFILL
9 BEDDING
10 COMPACTION OF BACKFILL WITHIN RIGHT-OF-WAY
11 A PLAN VIEW A SECTION A-A DRIVEWAYS FOR STREETS WITHOUT CURB AND GUTTER
12 TYPICAL SIGHT DISTANCE AT INTERSECTIONS
13 TYPICAL SIGHT DISTANCE AT GRAVEL DRIVEWAY
14 STANDARD VERTICAL CURB TYPE "C"
15 CURB & GUTTER TYPE 1 ROLLED CURB & GUTTER TYPE 2 CURB & GUTTER TYPE 3 DEPRESSED CURB & GUTTER (USED AT CURB CUTS AND ADA RAMPS) TYPE 4 CURB & GUTTER TYPE 5 CURB & GUTTER TYPE 6 CURB AND GUTTER CROSS SECTIONS
16 A A SECTION A-A P.C.C. VALLEY GUTTER
17 SECTION A-A STANDARD CURB RETURN
18 PROFILE VIEW A A PLAN VIEW SECTION A-A STANDARD CURB-CUT AND ALLEY RETURN
19 SECTION A-A A A PLAN VIEW UTILITY STRUCTURE COLLAR DETAIL
20 CONCRETE SIDEWALK
21 ADA ACCESS RAMPS FOR NEW SIDEWALKS
22 CONCRETE DRIVEWAY
23 SPECIAL CURB & GUTTER SECTION CURB TYPE RETAINING WALL 2'-0" TO 3'-0" HIGH
24 TYPICAL SIDEWALK TYPE RETAINING WALL TRANSITION DETAIL (PLAN VEIW) TYPICAL SECTION SIDEWALK TYPE RETAINING WALL
25 PAVEMENT RESURFACING AND TRENCH DETAIL
26 A A PLAN VIEW SECTION A-A COUPLING FOR DISSIMILAR SANITARY SEWER PIPES
27 TYPE A SANITARY MANHOLE PIPE DIA. 8" TO 24"
28 TYPE A MANHOLE BASE PLAN
29 MANHOLE HEIGHTS
30 MANHOLE STEP
31 A B A SEWER B COVER PLAN VIEW FRAME PLAN VIEW SECTION B-B SECTION A-A GASKET DETAIL SANITARY SEWER LOCKING MANHOLE COVER & FRAME
32 DROP MANHOLE EXTERIOR DROP CONNECTION TYPE A MANHOLE
33 TYPICAL BEAVER SLIDE TYPE A MANHOLE
34 TO EXISTING SANITARY LATERAL CONNECTION SEWER PIPE
35 SANITARY SEWER SADDLE TEE
36 PLAN VIEW ELEVATION VIEW SANITARY SEWER SERVICE CONNECTION
37 ELEVATION VIEW PRESSURE SANITARY SEWER SERVICE LATERAL
38 C B S S E W E R SANITARY CLEANOUT COVER
39 SANITARY CLEANOUT
40 UNDERDRAIN
41 SUBDRAIN
42 STORM DRAIN MANHOLE TYPE I
43 STORM DRAIN MANHOLE TYPE II
44 MANHOLE STEP
45 A A SECTION A-A TOP INTAKE USE WITH STANDARD GRADE RING
46
47
48 LOCATION E F MANHOLE HEIGHTS
49 FRAME AND GRATE CONCRETE SECTION CATCH BASIN PRECAST CATCH BASIN, TYPE I
50 CURB INLET FRAME, GRATE AND CURB BOX ALTERNATE TYPE L GRATE ALTERNATE TYPE V GRATE CATCH BASIN INLET FOR TYPE I CURB & GUTTER
51 SIDE VIEW REDUCING SLAB FRONT VIEW PRECAST CATCH BASIN FOR TYPE II CURB & GUTTER
52 SIDE VIEW REDUCING SLAB FRONT VIEW PRECAST CATCH BASIN, TYPE II FOR TYPE II CURB & GUTTER
53 CONCRETE REDUCING SLAB PRECAST (72" TO 48")
54 CONCRETE REDUCING SLAB PRECAST (72" OR 48" TO 26")
55 STORM DRAIN DROP CONNECTION (2' MIN. DROP)
56 STORM DRAIN DROP CONNECTION (4' MIN. DROP)
57 STORM DRAIN CLEANOUT
58 SLOPED CULVERT HEADWALL WITH HINGED TRASH RACK
59 SLOPED CULVERT HEADWALL
60 TYPICAL CULVERT INSTALLATION FOR CITY DRIVEWAYS
61 BELL AND SPIGOT PIPE CAP
62 PIPE SIZE MIN. BASE AREA SQ. FT. 90 BEND 45 BEND PLUG THRUST BLOCK
63 TYPICAL VALVE BOX
64 SINGLE PUMPER "L" BASE HYDRANT ASSEMBLY
65 HYDRANT GUARD POSTS
66 PLAN VIEW ELEVATION VIEW FIRE HYDRANT ACCESS PAD
67 1" WATER SERVICE CONNECT TO DUCTILE IRON MAIN
68 WATER SERVICE CONNECT 2"
69 WATER MAIN BLOWOFF
70 AIR RELEASE VALVE -CONC
71 SIDE VIEW INSULATED COVER DETAILS TOP VIEW AIR RELEASE VALVE
72
73 INDEX Page Location Date Description 2 Third Ave Begin retracement & establishment of "P line" 3 6 Third Ave Complete "P line" & determine falling at Reeve Blvd Third Ave Third Ave Tie property corners from "P line" Establish C L Construction from "P line" 17 Third Ave " " " " " " " " " " " Slope stakes S. E. cor. Third & Post R.P C L Nelchina, & R.P. s to L C & S.I. s " " 10 4, Luminaires 41 " " " " " " R.P. C L S.i. 3 rd & Post Stake Load Ctr. Curb & Gutter staking " " " " " " " " Stake Load Ctr. & Luminaires J Boxes, Post & Third, Concrete St. & Third grades P. P. Elev s Storm drain M H " " Before & after Ex X S 71 " " " " As Built curb Curb & gutter Rt. side to Nelchina " " Restake C & G on Nelchina St " " Curb & gutter 3 rd. Ave " " Curb & gutter Post Rd. FIELD BOOK INDEX
74 CONTROL REFERENCE POINTS
75 AND MONUMENT RECOVERY HORIZONTAL CONTROL
76 VERTICAL CONTROL
77 CLEARING LIMITS
78 X-SECTIONS/ SLOPE STAKES
79 GRADE STAKES/BLUE TOPS
80 DRAINAGE STRUCTURES
81 RETAINING WALL STRUCTURES
82 STORM SEWER LAYOUT
83 DRAINAGE STAKES
84 CURB AND GUTTER STAKES
85 MANHOLE CONE ADJUSTMENT
86 MANHOLE RING ADJUSTMENT
87 ADJUST SERVICE VALVE BOX
88 WOOD POST STEEL POST GUARDRAIL DETAIL
89 METHOD A PLAN VIEWS METHOD B O.D. TYPICAL SECTION ELEVATION VIEW SANITARY SEWER ENCASEMENT
90 RELOCATE WATER MAIN (STORM DRAIN)
91 RELOCATE WATER MAIN (SANITARY SEWER)
92 PLAN VIEW PROFILE VIEW PIPE INSULATION
93 CL STREET TYPICAL WATER AND SEWER LOCATIONS
94 SOLID BOLLARD
95 REMOVABLE BOLLARD
96 SIGN PLACEMENT NO CURB OR SHOULDER
97 SIGN PLACEMENT SHOULDER WITHOUT CURB
98 SIGN PLACEMENT CURB WITHOUT SIDEWALK
99 SIGN PLACEMENT CURB WITH SIDEWALK
100 STREET NAME SIGNS
101 CONCRETE FOUNDATION FOR SIGN POST
102 SHRUB PLANTING DETAIL
103 DECIDUOUS TREE PLANTING DETAIL
104 CONIFER PLANTING DETAIL
105 FENCE DETAILS
106 FENCE DETAILS
107 SAW CUT TRENCH
CD i -STREETS- Detail #
-STREETS- Detail # 3000 Vertical Curb, Gutter and Sidewalk 3010 Low-Profile Curb, Gutter and Sidewalk 3020 Rolled Curb, Gutter and Sidewalk 3030 Separated Sidewalk, Curb & Gutter 3040 Sidewalk Staged Construction
UNIT PRICE LIST January 2009
UNIT PRICE LIST January 2009 1 INTRODUCTION The purpose of the Unit Price List is to provide a resource for the preparation of cost estimates for subdivisions and permit projects and should be used only
Los Angeles County Department Of Public Works. Land Development Division. Bond Calculation Sheets
Los Angeles County Department Of Public Works Land Development Division Bond Calculation Sheets Effective July 1, 2015 COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS LAND DEVELOPMENT DIVISION ROADS COST
SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS
SECTION 08000 STORM DRAINAGE 08010 DESIGN A. Location B. Sizing TABLE OF CONTENTS 08020 MATERIALS A. Pipe Materials B. Structure Materials C. Installation D. Inlets and Outlets 08030 INSPECTIONS AND TESTING
SECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02530-1 of 5 SECTION 02530 STORM DRAINAGE STRUCTURES 02530.01 GENERAL A. Description Storm drainage structure construction shall include, but not necessarily be limited to, furnishing and installing or
SECTION 33 41 13 PUBLIC STORM UTILITY DRAINAGE PIPING
SECTION 33 41 13 PUBLIC STORM PART 1 - GENERAL 1.01 SECTION INCLUDES A. Storm drainage piping, fittings, and accessories at proposed station areas and locations other than under and immediately adjacent
FY08 SEWER POINT REPAIRS BID TABULATION
6-07-831 Page 1 of 12 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING "
PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE
REGION OF PEEL PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE Storm Sewer Design Criteria REVISED July 2009 PUBLIC WORKS STORM SEWER DESIGN CRITERIA TABLE OF CONTENTS 1.0
New Road 11.0m Asphalt 23m ROW
New Road 11.0m Asphalt 23m ROW Granular A - 150 mm sq. m. $5.35 $69.53 Granular B - 300 mm sq. m. $7.35 $95.54 Concrete Curb and Gutter m. $44.67 $89.34 HL3 Asphalt - 40 mm sq. m. $7.66 $84.23 HL 4 or
SECTION 02400 - STORM DRAIN SYSTEM
SECTION 02400 - STORM DRAIN SYSTEM CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Reference Standards... 1 1.04 Quality Assurance... 1 1.05 Measurement And
SUBDRAINS AND FOOTING DRAIN COLLECTORS. A. Construct subdrains, subdrain cleanouts and outlets, and footing drain collectors.
SUBDRAINS AND FOOTING DRAIN COLLECTORS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Subdrains B. Subdrain Cleanouts and Outlets C. Footing Drain Collectors D. Storm Sewer Service and Connections 1.02 DESCRIPTION
FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation
644-10-569 Page 1 of 9 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING
3. Contractor shall ensure that all permits are obtained prior to any construction. Contractor shall be responsible for all utility fees.
The following shall serve as the minimum requirements for contractors performing work in relation to the Authority s potable water and sanitary sewer system(s), appurtenances and service connections. General:
A. Structures Quantity Item Price Cost @ $3,500 EA
PRINCE WILLIAM COUNTY Department of Development Services Land Development Division UNIT PRICE LIST (Performance Bonds, Landscaping Escrows, and Siltation & Erosion Control Escrows) Revised: November 17,
DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL
DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION A. Furnish and install all storm drains, including manholes, inlets, service lines and other appurtenant
CITY OF ANN ARBOR PUBLIC SERVICES PLAN REVIEW CHECKLIST
CITY OF ANN ARBOR PUBLIC SERVICES PLAN REVIEW CHECKLIST NOTE: The following list shall only be used as a guide and shall not be used in lieu of the specifications found in the CITY OF ANN ARBOR PUBLIC
SECTION 02630 STORM DRAINAGE SYSTEM
SECTION 02630 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for storm drainage systems including modifications and connections to existing storm drainage systems. 1.02 REFERENCE
ARTICLE VI (ALTERNATE) STANDARD SPECIFICATIONS. for (PVC) SANITARY SEWER MAIN CONSTRUCTION
ARTICLE VI (ALTERNATE) STANDARD SPECIFICATIONS for (PVC) SANITARY SEWER MAIN CONSTRUCTION VI(A).1 General VI(A).2 Materials and Equipment VI(A).3 Installation of Sanitary Sewer Mains VI(A).4 Laying of
SECTION 6A STORM DRAIN DESIGN Mar. 2002 S E C T I O N 6A STORM DRAIN - DESIGN
S E C T I O N 6A STORM DRAIN - DESIGN 6A.l Scope 6A.2 Storm Water Quantity 6A.3 Storm Drain Hydraulics 6A.4 Depths 6A.5 Locations 6A.6 Curved Storm Drains 6A.7 Manholes 6A.8 Catch basins 6A.9 Storm Drain
SECTION 7- STORM SEWER
SECTION 7- STORM SEWER 7.1. STORM SEWERS.... 7-1 7.2. SUMP DRAINS... 7-3 7.3. CATCH BASINS... 7-3 7.4. MANHOLES... 7-4 7.5. STORM SEWER CALCULATIONS... 7-4 7.6. CULVERTS AND BRIDGES... 7-5 7.7. OPEN CHANNELS...
SECTION 33 31 00.11 GRAVITY SANITARY SEWERS
SECTION 33 31 00.11 GRAVITY SANITARY SEWERS PART 1: GENERAL 1.01 SCOPE A. Gravity sanitary sewers and appurtenances. 1.02 SUBMITTALS A. Conform to requirements of Section 01 33 00 Submittals. B. Submit
CITY OF VISTA STANDARD DRAWINGS (PRELIMINARY, FOR REVIEW)
CITY OF VISTA STANDARD DRAWINGS (PRELIMINARY, FOR REVIEW) January, 2013 THIS SHEET INTENTIONALLY LEFT BLANK TABLE OF CONTENTS DRAINAGE STRUCTURES DRN-01 Corrugated metal pipe drop inlet DNR-02 Storm Drain
CHAPTER 17: STORM SEWER STANDARDS. 17.00 Introduction. 17.01 Administration. 17.02 Standards 17.1
CHAPTER 17: STORM SEWER STANDARDS 17.00 Introduction 17.01 Administration 17.02 Standards 17.1 17.00 INTRODUCTION The purpose of this chapter is to provide guidance for the design and construction of storm
LS 2540 SEWER LATERALS AND INSPECTION TEES
LS 2540 SEWER LATERALS AND INSPECTION TEES A. Summary B. Submittals C. Site Information D. Sewer Pipe and Fittings E. Lateral Locations F. Lateral Installation G. Inspection Tee Installation H. Removal
VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL
VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL I/We hereby agree to furnish to the Village of Lombard all necessary materials, equipment, and labor, to complete the North Industrial
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
SECTION III DRAINAGE
SECTION III DRAINAGE TOC-III.1 of 5 TABLE OF CONTENTS DRAINAGE FACILITIES No. Title D-1 Standard Underdrains D-2 Longitudinal Underdrain for Flexible Paving D-3 Spring Control Method & Detail D-4 Trench
EXHIBIT "A. Technical Specifications for Water and Sewer Service Lines
EXHIBIT "A Technical Specifications for Water and Sewer Service Lines Water and Sewer Line Bedding and Backfill: Drawings show cross-section of trench, pipe laid on top of 6" min. bedding material, bedding
Demo Existing Curb Demo Existing Asphalt Roadway Demo Asphalt Saw Cutting Protection Fence - 4 Snow Fence with T posts
SECTION 00300 BID FORM S For additions and deletions to the Contract, the following unit prices shall be applicable for the specific items listed. Unit Prices shall be complete, in place including required
SECTION 5 DRAFTING STANDARDS
SECTION 5 DRAFTING STANDARDS 1 SECTION FIVE TABLE OF CONTENTS Description Page TABLE OF CONTENTS... 5-2 GENERAL... 5-3 DRAFTING STANDARDS... 5-5 DRAFTING MINIMUM REQUIREMENTS HANDOUT... 5-8 2 GENERAL 1.
A. Contractor shall furnish, to the Engineer, all materials certifications available from the manufacturer for all required materials.
PART 1 GENERAL 1.1 SCOPE A. This item shall include the work necessary for the installation of storm sewer line construction. B. Reference Section 3800 Trenching and Backfill and the General Conditions,
VDOT 2001 Road and Bridge Standards Section 100 - Drainage Items
VDOT 2001 Road and Bridge s Page Title EW-1 EW-1A 101.01 Endwall for Pipe Culverts 12" - 36" Circular and 23" X 14" - 53" X 34" Elliptical Pipes EW-1PC EW-1APC 101.02 Precast Endwall for Pipe Culverts
DESIGN AND CONSTRUCTION GUIDELINES AND STANDARDS DIVISION 33 UTILITIES 33 00 00 SITE UTILITIES
SECTION INCLUDES Domestic Water Fire Water Service Water Well Sanitary Sewer Storm Drains Foundation Drainage RELATED SECTIONS 03 30 00 Concrete 21 00 00 Fire Suppression - Sprinklers 22 00 00 Plumbing
STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix F
STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS Appendix F RIVERDALE CITY CAPITAL FACILITIES PLAN STORM DRAINAGE Engineer's Cost Estimate January 2009 Project Name: 4400 South Street - Piping and Collection
State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS
State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS While its use is not required, this checklist has been prepared to provide the field inspector a summary
INDEX STORM DRAINAGE PRE-APPROVED NOTES, DESIGN CRITERIA, & PLANS
INDEX STORM DRAINAGE POLICIES D-1 NOT USED D-2 Small Project Drainage Review Requirements D-3 Targeted and Full Drainage Review Requirements D-4 Prohibited and Allowed Discharges to the Storm Drainage
SECTION 200: STORM SEWER CONSTRUCTION STANDARDS
SECTION 200: STORM SEWER CONSTRUCTION STANDARDS Page No. Description 200-2 201 GENERAL 200-2 201.1 SPECIFICATIONS 200-2 201.2 CONNECTION TO EXISTING FACILITIES 200-3 202 MATERIALS 200-3 202.1 PIPES 200-4
EFFECTIVE FEBRUARY 2014. note: drainage permit required to call for a dampproof inspection
EFFECTIVE FEBRUARY 2014 note: drainage permit required to call for a dampproof inspection 1. ROOF DRAINS/DECK DRAINS (INTERIOR ) All roof and deck drains within the perimeter of the building shall be APPROVED
SUMMARY OF PUBLIC WORK STANDARD SPECIFICATION REVISIONS 2016
SUMMARY OF PUBLIC WORK STANDARD SPECIFICATION REVISIONS 2016 102.5 Bid Deposits The City of Madison bid deposit form is required for all bids unless a Biennial Bid Bond is on file or check deposit is used.
DESCRIPTION OF WORK:
DEPARTMENT OF PUBLIC WORKS COUNTY OF HENRICO P.O. BOX 27032 RICHMOND, VIRGINIA 23273 PERMIT NO. One (1) copy of application and four (4) copies of plans are hereby made to the Director of Public Works
CW 2130 - GRAVITY SEWERS TABLE OF CONTENTS
August 2010 CW 2130 - GRAVITY SEWERS TABLE OF CONTENTS 1. DESCRIPTION... 1 1.1 General... 1 1.2 Definitions... 1 1.3 Referenced Standard Construction Specifications... 1 1.4 Referenced Standard Details...
Section 600 Incidental Construction
Table of Contents 1. Pipe Culverts... 600-1 A. Endwalls, Inlets, Manholes, and Spring Boxes... 600-5 2. Grade Adjustment of Existing Miscellaneous Structures... 600-8 3. Rebuilt Miscellaneous Structures...
CITY OF VAUGHAN SCHEDULE O LOT GRADING DESIGN FOR RESIDENTIAL DEVELOPMENT
Page 1 CITY OF VAUGHAN SCHEDULE O LOT GRADING DESIGN FOR RESIDENTIAL DEVELOPMENT CIVIC CENTRE 2141 MAJOR MACKENZIE DRIVE MAPLE ONTARIO L6A 1T1 905-832-2281 Page 2 SECTION 1 - GENERAL OBJECTIVES To provide
SANITARY SEWER SPECIFICATIONS
SANITARY SEWER SPECIFICATIONS OCTOBER 2003 HARVEST-MONROVIA WATER, SEWER, AND FIRE PROTECTION AUTHORITY SECTION 1.00 1.10 Purpose The purpose of this document is to assemble the sewer specifications, policies,
WATER MAIN CONSTRUCTION TECHNIQUES DEPARTMENT OF PUBLIC WORKS WATER & WASTEWATER DIVISION
WATER MAIN CONSTRUCTION TECHNIQUES Overview Water Main - Materials Specifications Installation Future? Water Main Materials Material Types There are various material types used for water mains, these include:
Note: All dimensions are nominal. All weights are for shipping purposes only. Availability is subject to change.
CHANNEL DrAiNS Durable Designed for maximum durability and drainage, NDS Channel Drains are a proven alternative to traditional concrete drains. UV inhibitors in the grates, channel and component parts
volume of concrete occupied by the drain pipe in a cast-in-place structure or structure extension.
715.01 430 volume of concrete occupied by the drain pipe in a cast-in-place structure or structure extension. No additional payment will be made for the repair or replacement of existing concrete damaged
Underground Injection Control Storm Water Information
Underground Injection Control Storm Water Information Best Management Practices DEQ has reviewed the EPA definition of a subsurface fluid distribution system and the infiltration design best management
SERVICE LINE EXTENSION AND SERVICE LINE CONNECTION CONDENSED SANITARY SEWER SYSTEM INSTALLATION SPECIFICATIONS
1001 SOUTH LEECHBURG HILL LEECHBURG, PA 15656 Phone: 724-845-9355 Fax: 724-845-1186 SERVICE LINE EXTENSION AND SERVICE LINE CONNECTION CONDENSED SANITARY SEWER SYSTEM INSTALLATION SPECIFICATIONS 1. General
TOPOGRAPHICAL SURVEY REPORT - PART OF L.R No. 7413/11 Done on February 2015 at International Union for Conservation of Nature (IUCN) Eastern African
TOPOGRAPHICAL SURVEY REPORT - PART OF L.R No. 7413/11 Done on February 2015 at International Union for Conservation of Nature (IUCN) Eastern African Regional Office 01 CHAPTER ONE Checklist Page 2 of 8
SEWER LINE EXTENSION DESIGN CHECKLIST
SEWER LINE EXTENSION DESIGN CHECKLIST SWLE# Utilities Staff Date DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling design plans for
Let Us Give Utilities the Respect that they Deserve.
Water & Sewer Utilities Miscellaneous Design and Plan Preparation Guidelines Issued by: Ray Mowla, P.E. Jefferson Parish Department of Engineering, Utilities Section The purpose of issuing these miscellaneous
Gas Meter Clearances and Service Installation Requirements
March 2016 Gas Meter Clearances and Service Installation Requirements Builder/Owner/Developer Requirements Call PSE's Customer Construction Services 1 888 321 7779 or visit PSE.com/CustomerConstruction
City of West Linn Public Works Standard Construction Specifications. Table of Contents
City of West Linn Public Works Standard Construction Specifications Table of Contents DIVISION SIX STORM DRAIN TECHNICAL REQUIREMENTS... 1 601 PIPE AND FITTINGS... 1 601.01 Description...1 601.02 Materials...1
San Antonio Water System Standard Specifications for Construction ITEM NO. 854 SANITARY SEWER LATERALS
San Antonio Water System Standard Specifications for Construction ITEM NO. 854 SANITARY SEWER LATERALS 854.1 DESCRIPTION: This item shall govern sanitary sewer laterals installed in accordance with these
Guide to working on Public Sewers
Guide to working on Public Sewers affected by Building Works Introduction Severn Trent Water Ltd requires the work to be done in order to protect the public sewer and minimise the risk of us having to
The checklist utilized by the Authority will be similar to that which is shown below. Project Name: Location: Consulting Engineering Firm:
Page 1 of 6 Section 1. PURPOSE This policy is an Engineering checklist of the Local Review Program for sanitary sewer improvement projects by the Bedford Regional Water Authority ( Authority ). Section
CHAPTER 5. Storm Sewer
CHAPTER 5 Storm Sewer A. Introduction All proposed developments shall have a properly designed and constructed storm water conveyance system. This chapter deals only with the conveyance system. Storm water
Section 2100-Trenching and Tunneling
SECTION 5200 - STORM SEWER PART 1 - GENERAL 1.01 SCOPE: This Section covers installation of storm sewer mains and culverts. Topics include permits and fees, trench widths, pipe laying, bedding, initial
AIR RELEASE, CLEANOUT, AND SEWER MANHOLES
AIR RELEASE, CLEANOUT, AND SEWER MANHOLES **From Hartford IM BLDG(10) DESCRIPTION. This work shall consist of the construction of air release, cleanout, and sanitary sewer manholes; and the furnishing
Fabricated Drainage Products
Fabricated Drainage Products Complete Drainage System Inline Drains are used At the beginning of a drain line Add a new water inlet to an existing drain line using a riser pipe and tee HARCO Surface Drainage
City of La Quinta Public Works Department - Storm Drain Plan Review Checklist
Tract or Parcel Project Name PCN Checked By Date City of La Quinta Public Works Department - Storm Drain Plan Review Checklist SUBMITTAL REQUIREMENTS Approved Tentative Tract Map Conditions of Approval
Gas Meter Clearances and Service Installation Requirements
March 2015 Gas Meter Clearances and Service Installation Requirements Builder/Owner/Developer Requirements Call PSE s Customer Construction Services 1-888-321-7779 or visit PSE.com/CustomerConstruction
Section 402. STORM SEWERS
402.02 Section 402. STORM SEWERS 402.01. Description. This work consists of constructing storm sewers of the size and class required, including excavation, bedding, and backfill. 402.02. Materials. Provide
SITE IMPROVEMENT PLANS CHECKLIST
REVIEW SERVICES TEAM SITE IMPROVEMENT PLANS CHECKLIST (Also for SITE DEVELOPMENT PERMIT applications) GENERAL REQUIREMENTS This checklist applies to commercial building site work involving engineering,
SECTION LS 2530 SANITARY SEWERS. A. General: Submit the following in accordance with The General Conditions.
SECTION LS 2530 SANITARY SEWERS PART 1 GENERAL 1.1 SUBMITTALS A. General: Submit the following in accordance with The General Conditions. 1. Product data for drainage piping specialties. 2. Shop drawings
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF MANITOWOC, WISCONSIN SECTION 400 SEWER AND WATER CONSTRUCTION
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF MANITOWOC, WISCONSIN SECTION 400 SEWER AND WATER CONSTRUCTION Section Number Title 401 GENERAL 402 AMENDMENTS TO WSWS PART I - GENERAL CONDITIONS
Residential Building Permits Information
City of Bonham Building Department 514 Chestnut St. Bonham, Texas 75418 OFFICE: (903) 583-7555 FAX: (903)583-5761 Residential Building Permits Information Application for Permits: To apply for a permit,
3A-1---------------------------------General Information A. Concepts... 1 B. Conditions... 1
Statewide Urban Design and Specifications Table of Contents Design Manual Chapter 3 Sanitary Sewers Table of Contents TOC Chapter 3 Sanitary Sewers 3A General Information 3A-1---------------------------------General
Unit Price Averages Reports
Unit Price Averages Reports 12/7/2015 UNIT PRICE AVERAGES REPORT Disclaimer The information provided in the following Unit Price Averages Report is only for the use of Alberta Infrastructure & Transportation
STANDARD SPECIFICATIONS FOR PRIVATE BUILDING SEWER LINES IN PUBLIC RIGHT-OF-WAY
STANDARD SPECIFICATIONS FOR PRIVATE BUILDING SEWER LINES IN PUBLIC RIGHT-OF-WAY Approved and adopted as Official Document Number 800576 this 10th day of December, 1980 Donald R. Boyd, P.E., Director Water
SECTION 108 - INLETS 108.1 INLET LOCATIONS
Greene County Design Standards -Adopted April 5, 1999 SECTION 108 - INLETS SECTION 108 - INLETS 108.1 INLET LOCATIONS 108.2 INLET INTERCEPTION CAPACITIES 108.2.1 Clogging Factors 108.3 INTERCEPTION AND
STANDARD SPECIFICATIONS
STANDARD SPECIFICATIONS Standard Slope: Unless otherwise specified on the permit, the sidewalk grade shall be sloped upward from the existing curb at a rate of 2% (approx. ¼ inch per foot). New work required
ADA POST INSPECTION CHECKLIST. Job No. Route County Location
ADA POST INSPECTION CHECKLIST Job No. Route County Location SIDEWALKS All sidewalks constructed within the project limits are ADA compliant. Sidewalks are 5 or greater in width. Exception, existing sidewalks
Special Specification 7021 Water Main and Sewer Line Replacements
Special Specification 7021 Water Main and Sewer Line Replacements 1. DESCRIPTION Furnish, install, or replace water pipe, water valves, water meters and boxes, water service connections, fire hydrant assemblies,
2.0 DESIGN CRITERIA FOR WATER DISTRIBUTION SYSTEMS
2.0 DESIGN CRITERIA FOR WATER DISTRIBUTION SYSTEMS Water system improvements proposed for inclusion into Western s service area shall be designed in accordance with all appropriate AWWA standards, include
Close-Out Documents... 9
Water and Sanitary Sewer Service Connection Requirements Service Connection Requirements... 1 Application for Services... 2 Water Meter Application... 2 Wet Tap/Tie-in Connection Requirements... 3 Meter
SECTION 3 SANITARY SEWER DESIGN
SECTION 3 SANITARY SEWER DESIGN 3.1 GENERAL DESIGN CRITERIA 3.1.1 Requirement for Sanitary Sewer 3.1.2 Design Approval 3.1.3 IEPA Permit Required 3.1.4 Differentiation Between Public and Private Sanitary
ARTICLE II (2) ARTICLE II - REQUIRED USE OF PUBLIC SEWERS. PARAGRAPH 020001 Purpose and Application.
ARTICLE II - REQUIRED USE OF PUBLIC SEWERS. PARAGRAPH 020001 Purpose and Application. Article II provides rules governing the allowable connection to the City POTW and the construction and inspection of
32-02.05 Precast Manhole Sections and Castings. These items shall conform to Section 31, "Storm Drain Installation," of these Standard Provisions.
SECTION 32: SANITARY SEWER INSTALLATION 32-01 SCOPE. The Work shall consist of furnishing and installing sewer mains, manholes, laterals, cleanout fittings and appurtenances; and testing, flushing and
STORM DRAINS CHAPTER 7
CHAPTER 7 Chapter 7 - Storm Drains A storm drain is a drainage system that conveys water or stormwater, consisting of two or more pipes in a series connected by one or more structures. Storm drains collect
SECTION G SEWERS (STORM, SANITARY AND FDC)
G-1 GENERAL SECTION G SEWERS (STORM, SANITARY AND FDC) The Consulting Engineer is to monitor all specified pipe and granular materials, pipe slopes and run lengths and ensure the outlined criteria below
CHAPTER 11 STORM DRAINAGE
CHAPTER STORM DRAINAGE SECTION PC 0 GENERAL 0. Scope. The provisions of this chapter shall govern the materials, design, construction and installation of storm drainage. Storm water discharge shall be
SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02150-1 of 6 SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING 02150.01 GENERAL A. Description Removal or abandonment of existing utilities and underground structures shall include, but not necessarily
TECHNICAL SPECIFICATIONS GRAVITY AND PRESSURE SEWER LINE AND MATERIALS
TECHNICAL SPECIFICATIONS GRAVITY AND PRESSURE SEWER LINE AND MATERIALS Scope of Work Work performed under this contract shall consist of furnishing and installing, complete and ready for service, the sewer
STANDARD SPECIFICATIONS SECTION 02701 INSTALLATION OF GRAVITY SEWER PIPELINES. 1. Trenching, Backfilling and Compacting: 02223
STANDARD SPECIFICATIONS SECTION 02701 INSTALLATION OF GRAVITY SEWER PIPELINES PART 1 - GENERAL A. Description This section describes the installation of gravity sewer pipelines fabricated of vitrified
PROJECT COST ESTIMATE ASSUMPTIONS AND EXCLUSIONS
C PROJECT ESTIMATE ASSUMPTIONS AND EXCLUSIONS In support of the alternatives development process, preliminary cost estimates were prepared for each of the three Candidate Build Alternatives. The cost estimates
Stormwater/Wetland Pond Construction Inspection Checklist
: Construction Inspection ChecklistsTools Stormwater/Wetland Pond Construction Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: SATISFACTORY/ UNSATISFACTORY COMMENTS Pre-Construction/Materials
SECTION 33 41 03 POLYVINYL CHLORIDE (PVC) PIPE
SECTION 33 41 03 POLYVINYL CHLORIDE (PVC) PIPE PART 1 GENERAL 1.01 SECTION INCLUDES A. This section includes all labor, materials, equipment, and incidentals required and installation of Polyvinyl Chloride
8.01 STORM SEWERS, CATCH BASIN LEADS, AND EXTENSIONS
8.01 STORM SEWERS, CATCH BASIN LEADS, AND EXTENSIONS 8.01.01 Description This work shall consist of installing lines of storm sewer pipe of the required inside diameter, and the necessary appurtenances,
Town House 11265 Center Highway North Huntingdon, PA 15642
APPENDIX C SPECIFICATIONS FOR THE CONSTRUCTION OF BUILDING LATERAL SANITARY SEWERS DECEMBER 2004, INCLUDING AMENDMENTS ADOPTED ON FEBRUARY 6, 2008 AND APRIL 2, 2008; EFFECTIVE ON MAY 1, 2008 Town House
MANUAL FOR THE DESIGN OF WATER AND SEWER LINES
SECTION I: GENERAL PROVISIONS 1.01 This manual is intended to aid and assist engineers in the layout and design of sanitary sewers and water lines to definite standards and to obtain uniformity in the
Item No. 432S Portland Cement Concrete Sidewalks. 432S.1 Description
Item No. 432S Portland Cement Concrete Sidewalks 432S.1 This item shall govern the construction of Portland cement concrete sidewalks (Standard Detail No. 432S-1), as herein specified, on an approved subgrade
Storm Drainage Systems 11.9-1
Storm Drainage Systems 11.9-1 11.9 Gutter Flow Calculations 11.9.1 Introduction Gutter flow calculations are necessary in order to relate the quantity of flow (Q) in the curbed channel to the spread of
SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701)
SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) 55-1 GENERAL The Contractor shall perform all work required by the plans for construction of pipe for storm drains, precast polymer trench drains
Table 4.9 Storm Drain Inlet Protetion Applicable for
BMP C220: Storm Drain Inlet Protection Purpose To prevent coarse sediment from entering drainage systems prior to permanent stabilization of the disturbed area. Conditions of Use Type of Inlet Protection
1.0 INDEX TO SHEETS URGENT STORM DAMAGE REPAIR AVON PARK AIR FORCE RANGE LOCATION MAP LEGEND LOCATION MAP
5 INDEX TO SHEETS. NOTES AND TYPICAL SECTIONS. H. R. SMITH RD.CULVERT.3 0/5 END BARRIER ACCESS ROAD REPAIR. KISSIMMEE RD. AT MORGAN HOLE CR. ROAD REPAIR.5 RANGE INFRASTRUCTURE REPAIR N 0 000' 3 0,000'
Nebraska Department of Roads Drainage and Erosion Control Manual December 2011 Appendix C: Pipe Material Policy Page C-1 PIPE MATERIAL POLICY
Appendix C: Pipe Material Policy Page C-1 PIPE MATERIAL POLICY Policy: This policy will replace all previous policies regarding the selection of pipe material for cross drains, drive pipe, drop pipe, storm
Sewage Compliance Form Instructions
CITY OF JOHNSTOWN DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT 401 MAIN STREET ROOM 200 JOHNSTOWN, PA 15901 814-533-2017 FAX 814-539-5816 RENEE K. DALY DIRECTOR Sewage Compliance Form Instructions 1)
STANDARD SPECIFICATIONS & CONSTRUCTION DETAILS MANUAL SECTION 5 - STORM DRAINAGE. 5.01 Design
SECTION 5 - STORM DRAINAGE 5.01 Design Storm drainage facilities shall be designed in accordance with the goals and guidelines set forth in the Unified Development Ordinance. The goal shall be to collect