CITY OF VISTA STANDARD DRAWINGS (PRELIMINARY, FOR REVIEW)
|
|
|
- Bernard Kelley
- 8 years ago
- Views:
Transcription
1 CITY OF VISTA STANDARD DRAWINGS (PRELIMINARY, FOR REVIEW) January, 2013
2 THIS SHEET INTENTIONALLY LEFT BLANK
3 TABLE OF CONTENTS DRAINAGE STRUCTURES DRN-01 Corrugated metal pipe drop inlet DNR-02 Storm Drain Trench Backfill Requirements ELECTRICAL SYSTEMS ELE-01A LED Street Light Type and Location ELE-01B LED Street Light Installation Criteria ELE-01C LED Street Light Installation Criteria ELE-02A LED Street Lighting Standards ELE-02B LED Street Lighting Standards SWR-5A Standard Sewer Precast Concrete Drop Manhole SWR-05B Sewer Drop Manhole Notes SWR-06 SWR-07 SWR-08 Standard 24 dia. Sewer Manhole Frame and Cover 36 Manhole Frame and Two Concentric Covers (Heavy Duty) Standard Sewer Dead End Cleanout SWR-09A Standard 6 Sewer Cleanout Frame and Lid SWR-09B Standard 8 Sewer Cleanout Frame and Lid ELE-02C LED Street Lighting Standards ELE-02D LED Street Lighting Standards ELE-02E LED Street Lighting Standards ELE-02F LED Street Lighting Standards ELE-02G LED Street Lighting Standards SEWERAGE SYSTEMS SWR-01 Standard Sewer Legend and Symbols SWR-02 Sewer and Water Mainline Separation Requirements SWR-03 Standard Sewer Precast Concrete Manhole (4 ) SWR-04 Standard Sewer Precast Concrete Manhole (5 ) SWR-10 SWR-11 SWR-12 SWR-13 SWR-14 SWR-15 SWR-16 SWR-17 SWR-18 Cleanout Sewer Force Main Standard Sewer Pipe Zone and Trench Backfill Standard Sewer Trench Detail in Existing Streets Concrete Crown Protection for Existing Sewer Inlets Concrete Support for Undercut Sewer Pipe Concrete Encasement Standard Sewer Cut-off Wall Anchor Sewer Lateral House Connection Sewer Lateral House Connection (Deep Cut)
4 TABLE OF CONTENTS SWR-19A Undercut Sewer Repair SWR-33 Sewer Manhole Reconstruction SWR-19B House Connection Sewer Repair SWR-20 Sample Sheet Layout for Owner Improvements SWR-34 Concrete Apron For Sewer Manhole (Untraveled Areas) SWR-21A Sewer Easement Gate SURFACE IMPROVEMENTS SWR-21B Sewer Easement Gate SWR-21C Easement Gate Barrel Lock Assembly SWR-21D Easement Gate Barrel Lock Assembly SWR-22 SWR-23 SWR-24 SWR-25 SWR-26 SWR-27 Sewer Access Road Turn Around Types Sewer Access Road Structural Alternatives Sewer Lateral Tables Standard Residential Sewer Lateral and Cleanout Typical Gravity Grease Interceptor Shallow Sewer Manhole SRF-01A SRF -01B SRF -01C SRF -02A SRF -02B SRF -03A SRF -03B Public Street Name Sign Details (For Non-Signalized Intersection) Public Street Name Sign Details (For Non-Signalized Intersection) Private Street Name Sign Detail (For Non-Signalized Intersection) 120 Median Left Turn Taper Standard 45 Median Nose Flare Standard Public and Private Street Design Criteria (Sheet 1 of 4) Public and Private Street Design Criteria (Sheet 2 of 4) SWR-28 Manhole Frame and Cover (Locking Device) SRF -03C Public and Private Street Design Criteria (Sheet 3 of 4) SWR-29 Cast Iron Riser Rings SWR-30A Concrete Manhole Collar (Type A) SWR-30B Concrete Manhole Collar (Type B) SWR-30C Concrete Manhole Collar (Type C) SWR-31 Existing Sewer Manhole Abandonment SRF -03D SRF -04 SRF -05A SRF -05B SRF -05A Public and Private Street Design Criteria (Sheet 4 of 4) Mailbox Installation in Sidewalk Alley Type Driveway Alley Type Driveway Alley Type Driveway SWR-32 Outfall & Trunkline Sewer Connections SRF -06A SRF -06A 6 Lane Prime Arterial Typical Section 6 Lane Prime Arterial Typical Section
5 TABLE OF CONTENTS SRF -06B 6 Lane Urban Arterial Typical Section SRF -12 Cold Milling Details SRF -06C 4 Lane Major Arterial Typical Section SRF -13 Pavement Restoration Details SRF -06D SRF -06E SRF -06F SRF -06G 4 Lane Collector (undivided) Typical Section 2 Lane Collector with TWLTL Typical Section 2 Lane Collector Street Typical Section 2 Lane Lite Collector/Local Street Typical Section SRF -14 Monitoring Well Abandonment SRF Median Curb Modified with 2 Key SRF -16 SRF -17 Concrete Retaining Wall and Sidewalk Concrete Curb and Pervious Gutter Detail SRF -06H Cul-De-Sac Street Typical Section SRF -06I Hillside Street Typical Section SRF -06J Alley Typical Section TRAFFIC AND STRIPING TRF-01 Stop Sign, Stop Bar and Crosswalk Location Details SRF -06K SRF -07 SRF -08A SRF -08B SRF -09A SRF -09B SRF -10A SRF -10B Semi-Rural Road Typical Section Gutter Transition For Type B Curb Inlets Trench Paving Types Standards Trench Paving Types Standards Special Cross Gutter (For Steep Grades) Special Cross Gutter (For Steep Grades) Modified Rolled Curb Transition Detail Modified Rolled Curb Transition Detail TRF-02 Private Street Speed Bump TRF-03A Street Name Sign Details For Signalized Intersections TRF-03B Street Name Sign Details For Signalized Intersections TRF-03C Street Name Sign Details For Signalized Intersections TRF-03D Street Name Sign Details For Signalized Intersections TRF-03E Street Name Sign Details For Signalized Intersections TRF-04 TRF-05 Entering & Leaving City Sign Details Standard Loop Detector Layout SRF -11A Temporary Steel Plate Covers TRF-06 Sign Post Footing in Hardscape SRF -11B Temporary Steel Plate Covers (Notes)
6 CITY OF VISTA MODIFICATIONS TO THE SAN DIEGO REGIONAL STANDARD DRAWINGS DWG. MODIFICATION D-27 Add: A maximum of three (3) combined outlets in lieu of standard D-25 D-40 Add: T dimension shall be a minimum of three (3) times the nominal rip-rap diameter D-75 Add: 6 x6 x#10x#10 welded wire mesh, instead of stucco netting G-4 Replace type A with SRF-10A G-6 Replace type B-3 with SRF-15 G-11 Remove curb/gutter and sidewalk from score-mark to score-mark or from joint-to-joint, or approved combination G-14 Change thickness in driveways for Commercial/Industrial/Multi-Family from 5-1/2 to 6 G-24 Replace with SRF -8A and 8B G-25 Replace with SRF -8A and 8B G-27 Change slope of ramp from 8.33% maximum to 7.1% maximum. Change note 4 to read: Landing cross slope shall be 1.5% maximum in both directions. G-28 Change slope of ramp from 8.33% maximum to 7.1% maximum. Change note 4 to read: Landing cross slope shall be 1.5% maximum in both directions. G-29 Change slope of ramp from 8.33% maximum to 7.1% maximum. Change note 3 to read: Landing cross slope shall be 1.5% maximum in both directions. G-31 Change slope of ramp from 8.33% maximum to 7.1% maximum. Change note 2 to read: Landing cross slope shall be 1.5% maximum in both directions. G-32 Change slope of ramp from 8.33% maximum to 7.1% maximum. Change note 6 to read: Landing cross slope shall be 1.5% maximum in both directions. G-33 Replace with SFR-8A and 8B G-36 Replace with SFR-8A and 8B M-4 Add: To be used only with specific approval of the City Engineer SM-03 SM-08 SP-02 Replace with SWR-32 Replace with SWR-31 Replace with SWR-11
7 DRAINAGE STRUCTURES
8 THIS SHEET INTENTIONALLY LEFT BLANK
9
10
11 ELECTRICAL SYSTEMS
12 THIS SHEET INTENTIONALLY LEFT BLANK
13
14
15
16
17
18
19
20
21
22
23 SEWERAGE SYSTEMS
24 THIS SHEET INTENTIONALLY LEFT BLANK
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67 SURFACE IMPROVEMENTS
68 THIS SHEET INTENTIONALLY LEFT BLANK
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107 TRAFFIC AND STRIPING
108 THIS SHEET INTENTIONALLY LEFT BLANK
109
110
111
112
113
114
115
116
117
118
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
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
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
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 "
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
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
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
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 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 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
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
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
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
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 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
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 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
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
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
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
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
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.
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
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
Local Road Assessment and Improvement Drainage Manual
Local Road Assessment and Improvement Drainage Manual Donald Walker, T.I.C. Director, author Lynn Entine, Entine & Associates, editor Susan Kummer, Artifax, design Transportation Information Center University
Chapter 22. Lump Sum Project Guidelines
Chapter 22 Lump Sum Project Guidelines 22.1 General...22-1 22.2 Project Selection...22-3 22.3 Plans Preparation...22-5 22.4 Preliminary Estimate...22-7 22.5 Specifications...22-9 22.6 Contracts Administration...22-11
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
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...
FIBER-OPTIC CABLE PLAN CHECK
Engineering Division 201 North Broadway, Escondido, CA 92025 (760) 839-4651, FAX (760) 839-4597 FIBER-OPTIC CABLE PLAN CHECK To: Date: Project: Project No. Address: Check No. Attn: Via: The attached plans
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
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
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
CHAPTER 1181 Improvements
139 CHAPTER 1181 Improvements 1181.01 Performance bond; 1181.07 Street name signs. construction plans; 1181.08 Street lighting. improvements. 1181.09 Improvements bond. 1181.02 Monuments. 1181.10 Maintenance
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
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
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
City of Hilshire Village Pine Creek Ln Reconstruction
City of Hilshire Village Pine Creek Ln Reconstruction OVERVIEW The City will be soliciting bids for the Pine Creek Reconstruction Project with construction scheduled to begin in January 2015. This project
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
CHAPTER 6 SEWER SYSTEM DESIGN STANDARDS
CHAPTER 6 SEWER SYSTEM DESIGN STANDARDS TABLE OF CONTENTS CHAPTER 6 SEWER SYSTEM DESIGN STANDARDS 6.00 Objective Page 1 6.01 Additional Referenced Standards Page 2 6.02 Special Design Problems Page 2 6.03
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
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
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
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
8.1.3 General Design Guidelines. The following guidelines shall be used when designing inlets along a street section:
. Introduction Presented in this chapter are the criteria and methodology for design and evaluation of storm sewer inlets located in Town of Castle Rock. The review of all planning submittals will be based
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
NOTICE TO CONTRACTORS. CALL ORDER 700 FEDERAL PROJECT NO. STPD-6-2(122) LOCATION: US-34/US-6,CULBERTSON-McCOOK COUNTIES: HITCHCOCK RED WILLOW
NOTICE TO CONTRACTORS CALL ORDER 700 FEDERAL PROJECT NO. STPD-6-2(122) LOCATION: US-34/US-6,CULBERTSON-McCOOK COUNTIES: HITCHCOCK RED WILLOW The Nebraska Department of Roads will receive sealed bids in
SECTION 5: SANITARY SEWER SYSTEM DESIGN
SECTION 5: SANITARY SEWER SYSTEM DESIGN 5.01 GENERAL Sanitary sewer improvements shall be designed to serve the ultimate level of City development as defined in the General Plan and the Wastewater Facilities
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
ENGINEERING DESIGN GUIDELINES. for SUBDIVISIONS OR COMMERCIAL DEVELOPMENTS
ENGINEERING DESIGN GUIDELINES for SUBDIVISIONS OR COMMERCIAL DEVELOPMENTS City of Birmingham Department of Planning, Engineering and Permits Engineering Division Office of the City Engineer 2008 TABLE
SANITARY SEWER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix D
SANITARY SEWER PROJECT COST ESTIMATES & LOCATION MAPS Appendix D RIVERDALE CITY CAPITAL FACILITIES PLAN SANITARY SEWER Engineer's Cost Estimate January 2009 Project Name: Riverdale Road - Rumbi Grill -
X Planning X Quality X Maintenance & Operations
Delaware Department of Transportation Division of Transportation Solutions Design Guidance Memorandum Memorandum Number 1-20 Revised 1. Road Design Manual 2. Bridge Design Manual 3. Utilities Design Manual
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
SECTION 02720 SANITARY SEWER AND STORM DRAIN SYSTEMS
SECTION 02720 SANITARY SEWER AND STORM DRAIN SYSTEMS PART 1 GENERAL 1.01 SECTION INCLUDES A. The requirements for pipe material and installation in sewer and drainage collection systems. All materials
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
SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST
SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST For permanent structures per Delaware SCS Pond Code 378 and Delaware Sediment and Stormwater Regulations KEY PROJECT INFORMATION Item meets standard
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,
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
SECTION 02700 SEWERAGE AND DRAINAGE PART 1 - GENERAL 1.01 RELATED DOCUMENTS
SECTION 02700 SEWERAGE AND DRAINAGE PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General and Supplementary Conditions and Division 1 Specification
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
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
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
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
SECTION III-06 Surfacing Page 1 Revised 3/2/10. See the DESIGN GUIDELINES in Section I-06 for requirements for cross slope of the roadway.
Page 1 Revised 3/2/10 See the DESIGN GUIDELINES in Section I-06 for requirements for cross slope of the roadway. For New/Reconstruction projects: The cross slope of the driving lanes range from 1.5% to
STANDARD AND SPECIFICATIONS FOR STORM DRAIN INLET PROTECTION
STANDARD AND SPECIFICATIONS FOR STORM DRAIN INLET PROTECTION Design Criteria Drainage Area The drainage area for storm drain inlets shall not exceed one acre. The crest elevations of these practices shall
STANDARD SPECIFICATIONS FOR SIGNAGE, STRIPING, AND LIGHTING TOWNSHIP OF STANFORD
STANDARD SPECIFICATIONS FOR SIGNAGE, STRIPING, AND LIGHTING TOWNSHIP OF STANFORD TABLE OF CONTENTS 1.00 2.00 3.00 4.00 GENERAL REQUIREMENTS MATERIALS DESIGN LAYOUT STANDARD PLATES Page No. 1 1 3 5 STANDARD
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
Exhibit A. Rules and Regulations for House Connections and Sewer Extensions
The purpose of this application example is to provide assistance to small and medium sized rural communities in the drafting of documents necessary for the efficient operation of water, wastewater, and
MOBILE HOME SERVICE REQUIREMENTS GAS
ELECTRIC AND GAS 1.0 INDEX 1.0 INDEX 2.0 PURPOSE 3.0 GENERAL 4.0 REFERENCE MATERIAL 5.0 TYPICAL UNDERGROUND UTILITY LAYOUT 6.0 METER PAD DETAILS 7.0 GENERAL INSTALLATION PROCEDURES 8.0 PEDESTAL SPECIFICATIONS
3.1 Introduction: Design Responsibility and Applicability of Requirements
SECTION 3 Sewer Design and Construction 3.1 Introduction: Design Responsibility and Applicability of Requirements The design and construction requirements for sewer collection systems included in this
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
Available in Base or Survey Standard or Survey Professional series with different modules add-ons to suit your technical requirement and budget.
World First Leading the Surveying and Civil Engineering software application, civilcad 6 is the world first application of its kind to run in the Plug and Go concept. Delivered pre-installed on a customised
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
MAIN STREET IMPROVEMENTS Water, Sewer, Stormwater and Streetscape Improvements
MAIN STREET IMPROVEMENTS Water, Sewer, Stormwater and Streetscape Improvements Presentation July 23, 2014 A. Morton Thomas and Associates, Inc. 800 King Farm Boulevard, 4 th Floor Rockville, Maryland 20850
BMP-7. A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet.
BMP-7 BMP: STORM DRAIN INLET PROTECTION Definition A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet. To prevent sediment from entering storm drainage systems
CITY OF SAN ANTONIO. Issued By: Transportation and Capital Improvements Date Issued: February 10, 2016 ID NO.: 23-01472-05-03
CITY OF SAN ANTONIO Issued By: Transportation and Capital Improvements Date Issued: February 10, 2016 ID NO.: 23-01472-05-03 (010) FORMAL INVITATION FOR BIDS (IFB) to CONTRACT 2016-2017 TASK ORDER CONTRACT
Specifications for Residential Property Owners Connection to New Public Sewer
Specifications for Residential Property Owners Connection to New Public Sewer Spalding Tract property owners are required to connect to the community sewer system when construction is complete and the
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
PART 5 : WASTEWATER DRAINAGE
Authorised by : City Waters Unit Manager Page 1 of 15 PART 5 : WASTEWATER DRAINAGE 5.1 INTRODUCTION This Manual sets out the basic design principles for drainage of wastewater. While some construction
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
Sanitary Sewer Overflow (SSO) Incident Report Form
Submit completed form to EHS. Date of SSO spill: Sanitary Sewer Overflow (SSO) Incident Report Form Identify the SSO category (check one): Category 1 SSO Spills of any volume that reach surface water Category
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
CITY OF SALEM DEPARTMENT OF PUBLIC WORKS ADMINISTRATIVE RULES CHAPTER 109 DIVISION 003 SANITARY SEWER COLLECTION SYSTEM
CITY OF SALEM DEPARTMENT OF PUBLIC WORKS ADMINISTRATIVE RULES CHAPTER 109 DIVISION 003 SANITARY SEWER COLLECTION SYSTEM SECTION 3.1 INTRODUCTION... 1 (a) Objectives...1 (b) Applicability...1 (c) Drafting
in Marina Del Rey Prepared by: County of Los Angeles Department of Public Works
Planned Public Works Projects in Marina Del Rey Prepared by: County of Los Angeles Department of Public Works Planned Projects in Marina Del Rey Waterline Projects Phase II Phase III Roadway Projects Admiralty
Drainage DR-701. Materials Field Sampling. Purpose of the Guidance Manual. General DR 701-1
DR-701 Chapter Materials Field Sampling Drainage Subject INLETS INTRODUCTION & STORM SEWERS General Purpose of the Guidance Manual DR 701-1 STORM SEWER DEFINITION KYTC defines a storm sewer as two or more
TABLE OF CONTENTS. Manhole, Frame, and Cover Installation (includes Drop Manhole) Additional Manhole Depth
TABLE OF CONTENTS NO. MP-1 MP-2 MP-3 MP-4 MP-4.01 MP-4.02 MP-4.03 MP-5 MP-5.01 MP-5.02 MP-5.03 MP-5.04 MP-5.05 MP-5.06 MP-5.07 MP-5.08 MP-5.11 MP-5.12 MP-5.13 MP-5.14 MP-5.15 MP-5.16 MP-5.18 MP-5.19 MP-5.20
Guidelines for Fiber Optic Cable Permits
Guidelines for Fiber Optic Cable Permits NOVA District (Fairfax/Arlington) Permits www.virginiadot.org/business/fairfax-permits-main.asp Email: NOVAFairfaxPermits@VDOT.Virginia.gov 14685 Avion Parkway
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,
BUSINESS DEVELOPMENT INITIATIVE SMALL BUSINESS PROGRAM GUIDANCE FOR RESERVING CONTRACTS
Construction/Maintenance Contracts and Design/Build Low Bid Contracts 1. Districts are responsible for reviewing their work program and identifying contracts that are good candidates for the Business Development
FDOT Specifications List
FDOT Specifications List TABLE OF CONTENTS DIVISION II CONSTRUCTION DETAILS CLEARING CONSTRUCTION SITE 110 Clearing and Grubbing... 152 EARTHWORK AND RELATED OPERATIONS 120 Excavation and Embankment...
APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE
APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE JURISDICTION OF ALBERTA TRANSPORTATION 1.0 Application Procedures 2.0
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:
Exhibit A Scope of Work
Exhibit A Scope of Work The agreement for S.P. 3116-142 (T.H. 169-Cross Range Expressway) includes final design plans for a 1.55 mile length of a 2 lane to 4 lane expansion project located 0.66 miles SW
Sewer Rehabilitation Design Requirements
Sanitary Sewer Overflow (SSO) Control and Wastewater Facilities Program Sewer Rehabilitation Design Requirements City of Baton Rouge/Parish of East Baton Rouge Department of Public Works Submitted by Prepared
Implementing a Work Order and. Asset Management System? Learning Objectives. What We Have. The City of Colleyville
A Small City s Story of Implementing a Work Order and Asset Management System American Public Works Association 2013 Congress August 28, 2013 Introductions Public Works Department City of Colleyville,
City of Shelbyville Site Inspection Checklist
City of Shelbyville Site Inspection Checklist General Information Project Name: KYR10 Permit Number: Date: Project Location: Contractor: Conractor Representative: Inspector's Name: Title: Signature : Weather
CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUREAU OF ENGINEERING 2015-16 STANDARD FEE LIST (updated 10/3/2015)
SURCHARGE [1] A surcharge of 7% or $1, whichever is greater will be added to the listed fee pursuant to Los Angeles Municipal Code (LAMC) Section 61.03; [2] A surcharge of 2% or $1, whichever is greater
WILDCAT CANYON ROAD SPECIFICATION NO. 16-11001 SLIDE REPAIR BIDDER'S PROPOSAL (continued)
BIDDER'S PROPOSAL (continued) Item Estimated No. Description Quantity Unit Unit Cost Total Cost BASE BID 1 Traffic Control 1 LS $ $ 2 Construction Area Signs 1 LS $ $ 3 Excavation Safety 1 LS $ $ 4 Reset
SECTION 15 AIR RELEASE VALVE ASSEMBLIES. 15-1 General
SECTION 15 AIR RELEASE VALVE ASSEMBLIES 15-1.01 Scope 15-1 General This section describes the requirements for furnishing and installing Air Release Valve Assemblies of the size and type shown on the plans,
BUSINESS DEVELOPMENT INITIATIVE SMALL BUSINESS PROGRAM GUIDANCE FOR RESERVING CONTRACTS
Construction/Maintenance Contracts and Design/Build Low Bid Contracts 1. Districts are responsible for reviewing their work program and identifying contracts that are good candidates for the Business Development