STANDARD DRAWINGS INDEX MODIFIED FOR CENTRAL REGION Revised August 6, 2018
|
|
- Emery Long
- 5 years ago
- Views:
Transcription
1 SYMBOLS STANDARD DRAWINGS INDEX No Statewide Standard - Use Regional A3 Legend Detail Sheet BRIDGE AND STRUCTURES B Bin Walls 1 CONSTRUCTION-BARRICADES AND SIGNING C Location of Double Traffic Fine Signs 1 C Interim Pavement Markings 1 DRAINAGE-CULVERTS AND SEWERS D Culvert Pipe & Arch Installation Details 1 D Pipe and Arch Tables (Aluminum Pipe) 1 of 4 D Pipe and Arch Tables (Steel Pipe) 2 of 4 D Pipe and Arch Tables (Plastic Pipe) 3 of 4 D Pipe and Arch Tables (Spiral Rib Pipe) 4 of 4 D Culvert End Sections 3 D Culvert Bevels 1 D Culvert Marker Post Replaced by Regional Specification 1 D Culvert Circulating Thaw Pipe 1 D Culvert Thaw Wire Installation Requires project specific details signed by an EE 2 D Remote Thaw Wire Installation Requires project specific details signed by an EE 1 D Manholes, Frame and Cover 1 D Stormdrain Manhole Frame and Grate Details 1 D Curb Inlet Box, Frame and Grate 1 D Inlet Frames and Grates 1 D High Capacity Curb Inlet Box Frame and Grate 1 of 2 D High Capacity Inlet Frames and Grates (Field and Gutter Inlets) 2 of 2 D Type A Inlet Boxes 1 D Headwalls Cast-in-Place Type I 1 of 2 D Headwalls Cast-in-Place Type II 2 of 2 D Headwalls Precast Type I 1 of 2 D Headwalls Precast Type II 2 of 2 D Stormdrain Manhole 1 D Stormdrain Manhole 1 D Type C Inlet Box, 18 Inch Pipe on 4:1 Slope 1 D Type D Outlet Box, 18 Inch Pipe on 4:1 Slope 1 D Type C Inlet Box, 24 Inch Pipe on 4:1 Slope 1 D Type D Outlet Box, 24 Inch Pipe on 4:1 Slope 1 EROSION AND LANDSCAPING E Slope Rounding and Warping 1 Alaska Standard Drawings Manual CR Modifications i Index Std. Drawing Effective August 6, 2018
2 FENCES AND GATES STANDARD DRAWINGS INDEX F Chain Link Fence 1 F Chain Link Fence Gate 1 F Woven Wire Fence 1 F Woven Wire Fence with Barbed Wire 1 GUARDRAIL, MEDIAN BARRIERS & CRASH CUSHIONS G Standard Guardrail Hardware 5 G G1S Cable Guardrail 1 G G3S Box Beam Guardrail 1 G-05.00S Steel Post W31 Guardrail 1 G-05.00W Wood Post W31 Guardrail 1 G-09.04S Steel Post Modified Thrie-Beam Guardrail 1 G-09.04W Wood Post Modified Thrie-Beam Guardrail 1 G Beam Guardrail Post Installation 1 G W31 Guardrail Transition Details 1 G W31 Downstream End Anchor 1 G Beam Guardrail Buried-In-Backslope Terminal 3 G Widening for Guardrail End Terminals 1 G W31 Short Radius Guardrail 3 G Long Span W31 Guardrail 1 G Bridge Rail W-Beam Transition Verify inclusion with Bridge Design 1 G Bridge Rail Thrie Beam Transition Verify inclusion with Bridge Design 1 G Precast Concrete F Shape Barrier 2 INTERSECTIONS, APPROACHES & PAVEMENT DESIGN I Curb Cut, Curb and Gutter and Curb Ramp Details Replaced by Regional Detail 1 I Parallel Curb Ramp 1 I Perpendicular Curb Ramp 1 I Accessible Parking 1 I Superelevation Transition Use only on 1Rs; 3R & 4R replace with Regional Detail 1 LUMINAIRES AND LIGHTING STANDARDS (Section replaced by Traffic Regional Details) L Lighting Standards 1 L Junction Boxes for Electrolier 1 L Type 1 Load Center 2 L Type 1A Load Center 1 L Type 2 and 3 Load Centers 1 Index ii Alaska Standard Drawings Manual CR Modifications Std. Drawing Effective August 6, 2018
3 MISCELLANEOUS STANDARD DRAWINGS INDEX M Concrete Stairs 1 M Survey Monument 1 M Brass Cap Monument and Monument Case 1 M Mailbox Location 1 M Mailbox Installation 1 of 2 M Mailbox Mounting and Anchoring Details 2 of 2 M Cable Safety Rail 1 REST AND RECREATION FACILITIES R Screen Fence 1 R Light Plank Table 1 R Heavy Plank Table 1 R Hand Pump Drinking Fountain 1 R Fireplace 1 R Picnic Stove 1 R Trash or Garbage Can Holder 1 SIGN AND SIGN SUPPORT S Sign Framing and Post Spacing Modified by Regional Detail 1 S Bracing for Signs Mounted on Single Post Replaced by Regional Detail 1 S Post Mounted Sign Offset and Height 1 S Sign to Sign Post Connections Replaced by Regional Detail 1 S Light Sign Structure Post Embedment 1 S Sign Post Base and Foundation 1 S Sign Post Base and Foundation Behind Barrier 1 S Overhead Sign Mounting 1 TRAFFIC CONTROL T Guide Marker Placement Include in plans if G-00 (flexible delineators) is used 1 T Recessed Pavement Markers 1 T Pavement Marking Applications 1 T Pavement Marking Applications 1 T Pavement Marking Symbol Dimensions 1 T Crosswalk Location at Intersection 1 T Milled Rumble Strip Replaced by CR-T-25 3 T Traffic Signal Hardware Replaced by Regional Detail 2 T Traffic Signal and Accessories Foundation Replaced by Regional Detail 1 T Loop Detector Installation Replaced by Regional Detail 1 T Junction Boxes for Traffic Signals Replaced by Regional Detail 1 T Controller Cabinet Foundation Replaced by Regional Detail 1 T Slip Base for Post Mounted Traffic Signals Replaced by Regional Detail 1 Alaska Standard Drawings Manual CR Modifications iii Index Std. Drawing Effective August 6, 2018
4 STANDARD DRAWINGS INDEX UTILITIES U Thrust Blocks 1 Index iv Alaska Standard Drawings Manual CR Modifications Std. Drawing Effective August 6, 2018
5 STANDARD DRAWINGS INDEX REGIONAL DRAWINGS CR-G Guardrail Reflector & Delineator Installation Replaced by Std Dwg & 1 Specifications CR-T Unsignalized Intersection Stop and Crossing (uncurbed) 1 of 2 CR-T Unsignalized Intersection Stop and Crossing (curbed) 2 of 2 CR-T Guide Markers / Delineator Details 1 CR-T Shoulder Rumble Strip Installation Details 3 CR-T Centerline Rumble Strip Installation Details 2 REGIONAL DRAWINGS ARE THOSE THAT ARE SIGNED BY CENTRAL REGION STAFF AND ARE TO BE CALLED OUT ON PLANS SIMILARLY TO THE STANDARD DRAWINGS. THESE DRAWINGS CAN BE FOUND HERE: REGIONAL DETAILS List Coming Soon REGIONAL DETAILS ARE DRAWINGS THAT ARE TYPICALLY INCLUDED IN A PROJECT AS A DETAIL ( E ) SHEET AND ALLOWS FOR MINOR PROJECT SPECIFIC MODIFICATIONS. THESE DRAWINGS CAN BE FOUND HERE: Updated Standard Drawings Index Modified for Central Region Table of Contents can be found here: Alaska Standard Drawings Manual CR Modifications v Index Std. Drawing Effective August 6, 2018
6 STANDARD DRAWINGS INDEX Index vi Alaska Standard Drawings Manual CR Modifications Std. Drawing Effective August 6, 2018
Standard Plate 7036 is discontinued. It is replaced by Standard Plan Pedestrian Curb Ramp Details.
DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-02) MANUAL: Standard Plates DATED: May 11, 2012 SUBJECT: Standard
More informationSUBJECT: Standard Plate 9102 Turf Establishment Areas At Pipe Culvert Ends
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (17-03) MANUAL: Standard
More informationCurrent Standard Plates including Transmittal Letters are available on the web at:
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (17-04) MANUAL: Standard
More informationManhole or Catch Basin Type A & B Cone Sections Precast - Design F Manhole or Catch Basin Cover (Reducer Cone Section Precast) Design D
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-02) MANUAL: Standard
More information2. Remove from the Standard Plate manual: Standard Plate Index, Sheets 1-4 of 4, Numerical Index of Standard Plates (August 31, 2012)
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-04) MANUAL: Standard
More informationSUBJECT: Standard Plate Turf Establishment Areas (at Pipe Culvert Ends)
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-01) MANUAL: Standard
More informationSUBJECT: Standard Plates 4132, 4155, Drainage Structures and Castings Info
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (18-01) MANUAL: Standard
More informationINSTRUCTIONS: 1. Record the transmittal letter number, date, and subject on the transmittal record sheet located in the front of the manual.
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Technical Support Design Services Section TRANSMITTAL LETTER NO. (0-03) MANUAL: Standard Plates DATED: September
More informationDESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA
DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA 94544-1395 PUBLIC WORKS DESIGN GUIDELINES TABLE OF CONTENTS SD-100 SERIES SPECIAL DRAWINGS SD-100 8/1991 SILT
More informationCurrent Standard Plates including Transmittal Letters are available on the web at:
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (15-03) MANUAL: Standard
More informationGovernment Of Newfoundland & Labrador Municipal Water, Sewer And Roads Master Construction Specifications
PAGE NO. : 1 OF 4 Revision Date: July 2009 STANDARD DRAWINGS TABLE OF CONTENTS DRAWING # DESCRIPTION 0030............ Work Adjacent to Roadway 0040............ Work at the Edge of Roadway 0050............
More informationStandard Plate Sheer Reinforcement for Precast Drainage Structures has been updated upon recommendation of the Bridge Office.
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (13-03) MANUAL: Standard
More informationCITY OF DANA POINT DEVELOPMENT REVIEW
Section I EARTHWORK CITY OF DANA POINT DEVELOPMENT REVIEW COST ESTIMATE UNIT PRICE LIST May 2002 Page 1 of 12 Section I EARTHWORK TABLE OF CONTENTS SECTION AND TOPICS...PAGE INTRODUCTION... i I EARTHWORK...
More informationSTANDARD DETAILS Crow Canyon Road San Ramon, CA Telephone: (925) Fax: (925)
STANDARD DETAILS 2401 Crow Canyon Road San Ramon, CA 94583 Telephone: (925) 973-2670 Fax: (925) 838-3937 CITY OF SAN RAMON STANDARD DETAILS INDEX CONCRETE WORK NAME DRAWING # Curb, Gutter & Sidewalk C-1
More informationPlate 8132A - Preformed Rigid PVC Conduit Loop Detector, is a new plate requested by OTST.
DISTRIBUTION: 7 MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Design Services Section TRANSMITTAL LETTER NO. (0-0) MANUAL: Standard Plates DATED: January 9, 00 SUBJECT:
More informationPART 4 STANDARD DRAWINGS FOR CONSTRUCTION
4.0. INTRODUCTION PART 4 STANDARD DRAWINGS FOR CONSTRUCTION In this document, Ivins City adopts the most recent edition (currently 2007), including all amendments, of the APWA Utah Chapter s Manual of
More informationCity of Vaughan Engineering Department DESIGN STANDARD DRAWINGS
City of Vaughan Engineering Department DESIGN STANDARD DRAWINGS March 2004 STANDARD DRAWINGS Partners With The Environment March 2004 FORWARD The March 2004 version of the City of Vaughan Design Standard
More informationCity of Beaumont. Public Works Engineering. Street Improvement Plan Checklist REV 4/18/16
City of Beaumont Public Works Engineering Project Name: TR: Project No.: Date: Street Improvement Plan Checklist Chk A. All Sheets 1. 24" x 36" 2. Signed by the engineer-of-work 3. Marked with the contact
More informationMiscellaneous. Demolition
Public Improvements Miscellaneous 1 Mobilization L.S. ** 2 Clearing and Grubbing L.S. *** 3 Structural Concrete Incl. Reinforcing C.Y. $1,325.00 4 6" PVC Sleeves L.F. $26.00 Demolition 5 Remove Asphalt
More informationCITY OF VISTA STANDARD DRAWINGS
CITY OF VISTA STANDARD DRAWINGS May, 2015 THIS SHEET INTENTIONALLY LEFT BLANK TABLE OF CONTENTS MODIFICATIONS Modifications to San Diego Regional Standard Drawings DRAINAGE STRUCTURES DRN 01 Corrugated
More informationCITY OF VISTA STANDARD DRAWINGS
CITY OF VISTA STANDARD DRAWINGS May, 2015 THIS SHEET INTENTIONALLY LEFT BLANK TABLE OF CONTENTS MODIFICATIONS Modifications to San Diego Regional Standard Drawings DRAINAGE STRUCTURES DRN 01 Corrugated
More informationSUPPLEMENTARY STANDARD DETAIL DRAWINGS
CITY OF MAPLE RIDGE DESIGN AND CONSTRUCTION DOCUMENTS Part 4 SUPPLEMENTARY STANDARD DETAIL DRAWINGS September 2015 Updated: October 2015 THIS PAGE INTENTIONALLY LEFT BLANK City of Maple Ridge Supplementary
More informationExisting and proposed contours at 1-foot intervals. The fill and/or excavation quantities in cubic yards.
PLAN REQUIREMENTS The plans for street design shall conform to the requirements of Sections 3 and 4. The following requirements shall also be shown on the plans where applicable. Road and Storm Plans:
More information50.24 Type, Size and Location Plans for Culverts, Bridges and Culvert Bridges
50.24 Culverts, Bridges and Culvert Bridges Type, Size and Location (T, S & L) Plans shall be required for all Bridges, Culvert Bridges and Culverts of eight-foot (8') clear span or greater as follows:
More informationOhio Department of Transportation Office of Roadway Engineering January 18, 2013
Ohio Department of Transportation Office of Roadway Engineering January 18, 2013 To: Holders of the Traffic Standard Construction Drawings (SCDs) and Plan Insert Sheets (PISs) As of January 18, 2013, eighteen
More informationRevised BRIDGE REPORT AND LAYOUT PAVEMENT STRUCTURE DESIGN CHAPTER VII UTILITIES CHAPTER VIII TRAFFIC CONTROL DEVICES
CHAPTER I CHAPTER II CHAPTER III CHAPTER IV CHAPTER V CHAPTER VI GENERAL INFORMATION PRELIMINARY DESIGN SURVEYS DETAIL DESIGN BRIDGE REPORT AND LAYOUT PAVEMENT STRUCTURE DESIGN CHAPTER VII UTILITIES Revised
More informationSECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS
9. STANDARD DETAILS SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS j:\clerical\royse city\1-4086 general services\168-tech const standards review\tcss manual\2018 tcss manual\sec-9a
More informationDELINEATOR REFERENCE POINT 200' TYPICAL SPACING (YELLOW DELINEATORS) END OF MERGE LANE TAPER DELINEATOR REFERENCE POINT
200' TYP. 600' < EACH SIDE BOTH ROADWAYS END OF MERGE LANE TAPER TYPICAL FOR ALL 2-LANE MERGES EXCEPT WHERE THERE IS A MERGE FROM THE RIGHT AND NO OFFSET IN THE THROUGH LANES END OF MERGE LANE TAPER 200'
More informationMaintenance of Traffic sequence of operations including any phasing and detour maps;
All Local-let projects are required to have a Stage 2 submittal to the LPA Manager for review. The only exceptions are 2-lane resurfacing, striping, guardrail, and raised pavement markers, unless otherwise
More informationPART MATERIALS. Section Fencing Materials. Description
PART 03000 - MATERIALS Section 03010 - Fencing Materials Description 03010.00 Scope - This section consists of the test requirements, specifications and tolerances for barbed wire, woven wire and chain
More informationROUTES: 65 SECTIONS: miles in length. THE FOLLOWING ITEMS AND APPROXIMATE QUANTITIES ARE INVOLVED:
ARKANSAS DEPARTMENT OF TRANSPORTATION CA0801 HWY. 110 - CLINTON (WIDENING) (S) FEDERAL AID PROJECT ACNHPP-0071(31) THE PURPOSE OF THIS PROJECT IS TO WIDEN HIGHWAY 65 IN VAN BUREN COUNTY. THIS PROJECT CONSISTS
More informationTown of Westlake Construction Plans Review Checklist
CONSTRUCTION PLANS CONTENTS All Drawings 24 x 36 Cover Sheet Final Plat Site Plan Demolition Plan Utility Plan Drainage Area Map and Calculations Paving Plan & Profile Sheets Storm Drain Plan & Profile
More informationMSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY
MSD M etr o p olitan S e w e r Di s t r ict STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY 40203-1911 STANDARD DRAWINGS DIVISION
More informationCITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA (360)
CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA 98501 (360) 754-4180 Email: cdd@ci.tumwater.wa.us WATER-SEWER-STREET-STORM (IN CITY) Submittal Checklist TUM - RCVD BY DATE STAMP APPLICANT INFORMATION
More informationCITY OF MUSKEGO DRAFTING STANDARDS
CITY OF MUSKEGO DRAFTING STANDARDS GENERAL - These standards apply to all plans. 1. Plans must be prepared on sheets measuring 36 inch across and 22 inch to 24 inch high unless otherwise specified under
More informationE:\Wilmot\DGN\14018pp.dgn 3/11/2015 6:49:16 AM
600-06 SHOULDER WIDENING FOR TYPE (SPECIAL) GUARDRAIL TERMINALS E:\Wilmot\DGN\08pp.dgn //05 6:9:6 AM E:\DGN\08SUP.dgn //05 ::55 PM E:\DGN\08SUP.dgn //05 :8:0 PM E:\DGN\08-WRG.dgn //05 :8:5 PM E:\DGN\08SM.dgn
More informationCITY OF APACHE JUNCTION DEVELOPMENT SERVICES CIVIL ENGINEERING PLAN REVIEW CHECKLIST PROJECT: LOCATION:
CITY OF APACHE JUNCTION DEVELOPMENT SERVICES CIVIL ENGINEERING PLAN REVIEW CHECKLIST PROJECT: LOCATION: LOG NO.: LEGEND REVIEW REVIEWED BY DATE / - Requirement satisfied 1 O Requirement not satisfied 2?
More informationUTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1
UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1 ENGINEERING STANDARDS FOR UTILITY AND STREET CONSTRUCTION PLANS MARCH 2014 CONSTRUCTION PLAN SHEET FORMAT REQUIREMENTS REPRODUCIBLE MYLAR 1.
More informationDIVISION APPROVED MATERIAL LIST AND STANDARD DETAILS
DIVISION 400 - APPROVED MATERIAL LIST AND STANDARD DETAILS Section 403 - STANDARD DETAILS TABLE OF CONTENTS DIVISION 400, Section 403 - STANDARD DETAILS SECTION DETAIL NOS. Application Table 403-1 I. Concrete
More informationMAINTENANCE HOLES, CATCH BASINS AND DITCH INLETS - MTC FORM 407 INDEX
407-1 - MAINTENANCE HOLES, CATCH BASINS AND DITCH INLETS - MTC FORM 407 INDEX 407-1.1 GENERAL Tender Items Specifications Standard Drawings 407-1.1.1 Frame and Grate Selection 407-1.1.2 Selection of Structure
More informationSTANDARD BID ITEM NUMBERS
10701 TRAFFIC CONTROL LUMP SUM 10702 Traffic Control for Storm Sewer Installation LUMP SUM 10703 Traffic Control for Water Main Installation LUMP SUM 10704 Traffic Control for Sanitary Sewer Installation
More informationPlease remove and replace the entire Table of Contents, Section A to Section J and all Appendices.
Please remove and replace the entire Table of Contents, Section A to Section J and all Appendices. The following is a list of changes to the Design Criteria: 1. A2.01 General Note 4 Utility Coordination
More informationCITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STREET/ALLEY IMPROVEMENT PLAN REVIEW CHECKLIST
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division STREET/ALLEY IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for preparation
More informationSECTION 3 IMPROVEMENT PLAN REQUIREMENTS
SECTION 3 IMPROVEMENT PLAN REQUIREMENTS CONTENTS Page 3-1 Digital Submittals 3-2 3-2 Paper Size and Scale 3-2 3-3 Drafting Standard 3-2 3-4 Title Sheet 3-2 3-5 Title Block 3-3 3-6 Drainage, Sewer, Water,
More informationWashington County Road Engineering Plan Submittal/Review Checklist
Washington County Road Engineering Plan Submittal/Review Checklist Washington County Land Use Case File Number: Parcel(s): Developer/Owner Name(s): Developer/Owner E-mail(s): The following elements should
More informationC-M TMR Products Index
C-M TMR Products Index TMR Dwg. No. Grate/Frames 9x6 Dwg. AS3996 Recessed Road Gully Units Dwg. 1443, 1444 Protruded Road Gully Units Dwg. 1443, 1444 1220 Road Gully Units Dwg. 1459 7x4 Road Gully Units
More informationPUBLIC WORKS DEPARTMENT. File: E-2000 July 11, Town of Whitby Design Criteria and Engineering Standard Drawing Revisions
PUBLIC WORKS DEPARTMENT File: E-2000 July 11, 2011 To: All Manual Holders and Engineering Standard Drawing Revisions Please find attached a list of the revisions to the and the Engineering Standard Drawings.
More informationRiverside County Flood Control & Water Conservation District
10/11/2018 Page 1 of 10 ENGINEER'S ESTIMATE MAMCO, INC. dba ALABBASI G.J. GENTRY GENERAL ENGINEERING, INC. 1 MOBILIZATION L.S. 1 $100,000.00 $100,000.00 $48,000.00 $48,000.00 $88,580.77 $88,580.77 2 WATER
More informationRAIL PANEL AT TRANSITION SECTION PLAN - POST DETAIL PLAN - TUBE SPLICE. Colorado Department of Transportation. Staff Bridge Branch
Limits of pay length for Bridge RailType 10M (For post spacing, see Dwg. No. B ) B60610 (Use with B60610A) 8 min. 1 max. 8 min. 1 max. 10 0 Max. 10 0 Max. post spacing 10 0 Max. 2 5 Post 1 x 1 slotted
More informationCity of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS
City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS R-1 Alternate Pavement Structures July/10 R-2 Typical Cross Sections for Asphaltic Concrete Pavements
More informationSTATE UNIVERSITY CONSTRUCTION FUND
DIRECTIVE 1C-12 Issue date: August 2012 1. General SURVEY, MAPPING AND UTILITY LOCATING This Directive has been developed as a general guide for the survey and mapping effort required for Fund projects.
More informationCITY OF LA MARQUE CHAPTER GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS
CITY OF LA MARQUE CHAPTER 2 -------------------------------------------- GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS CHAPTER 2 ------------------------------------------------
More informationSurvey Control Point Observations
Level Name SURVEY_CTRL SURVEY_CTRL_CHK_NODE SURVEY_CTRL_NODE SURVEY_CTRL_OBS SURVEY_CTRL_REF_SYM SURVEY_CTRL_SETUPS SURVEY_CTRL_SYM SURVEY_CTRL_TXT SURVEY_DTM_BREAKLINE SURVEY_DTM_BREAKLINE_NODE SURVEY_DTM_CHECK_NODE
More informationCITY OF SALEM DEPARTMENT OF PUBLIC WORKS ADMINISTRATIVE RULES CHAPTER 109 DIVISION 002 DRAFTING AND DRAWING STANDARDS
CITY OF SALEM DEPARTMENT OF PUBLIC WORKS ADMINISTRATIVE RULES CHAPTER 109 DIVISION 002 DRAFTING AND DRAWING STANDARDS SECTION 2.1 INTRODUCTION... 1 (a) Objective...1 (b) Applicability...1 2.2 SUBMITTAL
More informationCITY OF REEDLEY NEW DEVELOPMENT PLAN REVIEW CHECK LIST
CITY OF REEDLEY NEW DEVELOPMENT PLAN REVIEW CHECK LIST Tract Number and Subdivision Name: Engineering Firm: Contact Person: Address: City: State: Zip: Phone No. Fax No. Assessor s Parcel Number(s) Tentative
More informationTABLE OF CONTENTS 1200 PLAN PREPARATION
1200 PLAN PREPARATION TABLE OF CONTENTS PAGE 1201 General Plan Sheet Information... 12-1 1201.1 Introduction... 12-1 1201.2 Unit of Measure... 12-1 1201.3 Plan Sheet Materials and File Format... 12-1 1201.4
More informationOhio Department of Transportation, VBA Documentation
Contents 1.1 Current Versions... 2 1.2 Overview... 3 1.3 Supporting Files and Standards... 4 1.3.1 ODOT_Drainage.cel... 4 1.3.2 ODOT2013.ddb... 5 1.4 ODOT_StormSewerPlan2013.mvba... 6 1.4.1 Mode: Place
More informationCITY OF STOCKTON 2016 STANDARD PLANS AND SPECIFICATIONS PROPOSED REVISIONS
STANDARD PLANS EXISTING ALL Proposed to Modify the outdated Standard Plans numbering system (See Attachment B) GENERAL 1 Typical Layout for Improvement Plans Added Note 7: North Arrow Location and Orientation
More informationLETTING : CALL : 029 COUNTIES : GOODHUE
PAGE : -1 NUMBER OF DAYS: 80 BRIDGE COUNT : 2 CONTRACT DESCRIPTION : GRADING, SURFACING, LIGHTING AND BRIDGE NO. 25024. CONTRACT LOCATION: LOCATED ON T.H. 61 FROM 30' NORTH OF NORTH LAKESHORE DRIVE TO
More informationCity of Regina Standard Construction Specifications SECTION LIST OF SEWER STANDARD DRAWINGS
City of Regina Standard Construction Specifications SECTION 14999 LIST OF SEWER STANDARD DRAWINGS S-1 No Drawing Feb/10 S-2 Precast Manhole 1050mm Dia. July/10 S-2B Precast Manhole 1200mm Dia. Jan/17 S-3
More informationCITY OF LOMPOC DEVELOPMENT ASSISTANCE BROCHURE ENCROACHMENT PERMITS AND PUBLIC IMPROVEMENT PLANS
CITY OF LOMPOC DEVELOPMENT ASSISTANCE BROCHURE E-10 ENCROACHMENT PERMITS AND PUBLIC IMPROVEMENT PLANS The City of Lompoc has determined that the Engineering Division should administer and issue Encroachment
More information580 - NOISE BARRIERS OPSS 580 INDEX
580 - OPSS 580 INDEX 580.1 GENERAL 580.1.1 Noise Barrier Design Elements 580.1.1.1 Wind-Load Designs 580.1.1.2 Sound-Absorptive Barriers 580.1.1.3 Noise Barrier Colour, Pattern and Texture 580.1.2 Grading
More informationRECORD DRAWINGS REVISED TO CONFORM TO CONSTRUCTION RECORDS PROVIDED BY CONTRACTOR GMG BY DATE 11/13 CRS NO.
CELL: (715) 803-8009 MABOSI@WISCONSINPUBLICSERVICE.COM CELL: (715) 573-7806 CHVIRCKS@WISCONSINPUBLICSERVICE.COM CALVIN.KLADE@FTR.COM DGAU@KRONENWETTER.COM SCOTT OLSEN (715) 302-1348 S REVISED TO CONFORM
More informationCHAPTER 3 INFORMATION REQUIRED FOR PUBLIC IMPROVEMENT CONSTRUCTION PLANS TABLE OF CONTENTS
CHAPTER 3 INFORMATION REQUIRED FOR PUBLIC IMPROVEMENT CONSTRUCTION PLANS TABLE OF CONTENTS Section Title Page 3.1 General... 3-1 3.1.1 Plan Set...3-1 A. Loveland (City Limits Only)...3-1 3.1.2 Final Mylars...3-1
More informationFlorida's Turnpike Enterprise Roadway Phase III (90%) & Phase IV (100%) Check List Per FDM and TDH Part 3
Notes to Reviewers Section 301 Design Exceptions, Variation, and Technical Memorandums Special directives date and source Key Sheet Section 302 Location Map w/ location of project on map All applicable
More information3. DESIGN SPECIFICATIONS
Schedule H to Bylaw 7452, Subdivision Bylaw Page 10 3. DESIGN SPECIFICATIONS 3.1 General 3.1.1 The Design Specifications apply to the design of sanitary sewers, storm drains, waterworks, roadways, and
More informationPLAN RATINGS & COMMON ERRORS TO WATCH FOR IN PLANS
PLAN RATINGS & COMMON ERRORS TO WATCH FOR IN PLANS Project Design Services Unit June 2018 http://ihub/projectdelivery/design/index.html PROJECT RATING FORM This is filled out for ALL Process B projects.
More informationThe several methods for making linear measurements are quite simple and straightforward. They are described below:
INTRODUCTION TO LINEAR MEASUREMENTS Many pay items are measured on the basis of linear measurements - items such as guardrail, pipe culvert, curb and gutter, fencing, etc. These measurements usually are
More informationCASS TL-3 (Utilizing C-Shaped Post) Assembly Manual
CASS TL-3 (Utilizing C-Shaped Post) Assembly Manual Part No. 620289B Revision March 2007 INDEX Page Important Notice 3 Introduction 3 General Description 3 Ground Preparation and Barrier Alignment 3 Layout
More informationA1.1 FOX GARAGE VAN VAN VAN VAN 11/16/ WASHINGTON BLVD ST. LOUIS, MO REVISIONS FLOOR PLAN - LEVEL /01/14
BUILDING FLOOR PLAN TES: 1. ALL DIMENSIONS ARE TO FACE OF CONCRETE OR CENTERLINE OF COLUMN (U). 2. SEE ENLARGED STAIR PLANS (A2.1-A2.3) FOR DETAILED INFORMATION T SHOWN. 3. SEE FINISH ELEVATIONS (A3.1-A3.2)
More informationSTANDARD CATCH BASIN GUTTER LINE CB INLET FRAME & GRATE, GROUTED TO GRADE RINGS AS REQ'D CONCRETE CURB FINISHED GRADE ASPHALT MAX 50 MIN
CB INLET FRAME & GRATE, GROUTED TO GRADE RINGS AS REQ'D ASPHALT 20 GUTTER LINE CONCRETE CURB FINISHED GRADE PRECAST GRADE RINGS, 2 50 100 MAX PRECAST CB LID GROUT ALL AROUND CB LEAD, INSIDE & OUTSIDE OF
More informationM I N N E S O T A D O T BID TABULATION SUMMARY JOB PAGE 1 ON 01/14/97 MINNESOTA PROJECT NO.S: DPI 015-8(021) DPI 015-8(022)
BID TABULATION SUMMARY JOB 970010 PAGE 1 STATE PROJECT NO. 27-618-70 BIDS RECEIVED UNTIL 2:00 P.M. ON 01/14/97 MINNESOTA PROJECT NO.S: DPI 015-8(021) DPI 015-8(022) AT THE JUNCTION OF AUTO CLUB ROAD AND
More informationEMMEGI ARCHITECTURAL FENCING MASTER SPECIFICATION SECTION METAL FENCING, GATES & RAILING SYSTEM PART 1 GENERAL
EMMEGI ARCHITECTURAL FENCING MASTER SPECIFICATION SECTION 05720 METAL FENCING, GATES & RAILING SYSTEM PART 1 GENERAL EMMEGI ARCHITECTURAL FENCING is a high quality steel fencing system comprised of a hybrid
More informationPlan Submittal Checklist for Permit Projects Compliance Required Information. (Answer Yes or Not Applicable (NA)) Yes NA
Note: This Checklist has been created to assist in and maintain a uniform review of Construction Design Documents for projects done under permit with the County. This document has been created by the Permit
More informationTYPICAL SECTION OF IMPROVEMENT
...\plans\0_prelim\07c_sh0.dgn /8/009 DIV. STATE COUNTY FILE OJECT TYPICAL CTION OF IMOVEMENT SC 7.0658A8 I-7 NORTHBOUND I7 SOUTHBOUND I7 8 8 0 8 VARIABLE (E CROSS CTIONS) : CONST..5.5 CONST. (
More informationPipe Product Catalog Table of Contents
Pipe Product Catalog Table of Contents Section A: Drawing #: Page Description A1 Reinforced Concrete Pipe A3 Storm Manhole Sizing Chart (48" - 96") A3.1 Storm Manhole Sizing Chart (108" - 144") A4 48"
More information.1 Applicability: These criteria shall be applied as follows:
DESIGN CRITERIA DIVISION 4800 STREET LIGHTING 4801 GENERAL: These criteria shall be adhered to for the design of all publiclyfinanced or privately-financed traffic signal systems to be installed in the
More informationDESIGN ALTERNATIVE NO. 1 - PRECAST CONCRETE ARCH STRUCTURE FOR 17TH STREET BRIDGE REHABILITATION
O:\5K\5800\5805 17th Street Bridge Rehabilitation\ Bridge Inspection And Design\CADD\Town Hall Meeting\ Alternatives.dwg ALT01 COPYRIGHT c 2013, FRENCH & PARRELLO ASSOCIATES, P.A. THE COPYING OR REUSE
More informationAPPENDIX 4. Checklists. Township of King Design Criteria and Standard Detail Drawings
APPENDIX 4 Checklists Township of King Design Criteria and Standard Detail Drawings Township of King Design Criteria and Standard Detail Drawings APPENDIX 4 CHECKLISTS Engineering Submissions : The following
More informationPorter County Plan Commission
Plan Type: Development Plan Administrative DRC PC Primary Plan Administrative DRC PC Secondary Plat/Replat Administrative DRC PC PUD Conceptual Detailed Final Project Information Project Name: Developer
More informationCHAPTER 11. Plan Standards
CHAPTER 11 Plan Standards A. Introduction The city requires uniform public improvement plans for ease of record keeping and understanding. The following standards govern most plan submittals to the city.
More informationCHAPTER 11 SURVEY CADD
CHAPTER 11 SURVEY CADD Chapter Contents Sec. 11.01 Sec. 11.02 Sec. 11.03 Sec. 11.04 Sec. 11.05 Sec. 11.06 Sec. 11.07 Sec. 11.08 Sec. 11.09 Sec. 11.10 General Description of Survey File Contents of Survey
More informationTURNPIKE DESIGN HANDBOOK (TDH) PLANS PRODUCTION PART 3
TURNPIKE DESIGN HANDBOOK (TDH) PLANS PRODUCTION PART 3 FLORIDA S TURNPIKE ENTERPRISE PRODUCTION DESIGN DEPARTMENT OCOEE, FL January 2018 May 2, 2018 Addendum #1 Introduction As part of the Turnpike s continuing
More informationAnne Arundel County Dept. of Inspections and Permits Storm Drain Checklist
Project Name Project Number Engineer Plans are to be designed based on the standards set forth in the Anne Arundel County Design Manual Standards and Specifications, and all other manuals as stipulated
More informationBasic Plan Set Requirements
Attachment Three Basic Plan Set Requirements DRAWING CATEGORY & CONTENT 35% 65%, 95% and Stamped GENERAL Cover Sheet & Sheet Inde General Legend & Vicinity Map Abbreviations & General Notes Scope of Work
More informationSTANDARD AND EXAMPLE DRAWINGS
STANDARD AND EXAMPLE DRAWINGS DRAWING ISSUE TITLE GENERAL CA01-1-1 E EXAMPLE CATCHMENT PLAN - DESIGN BASIS CA01-1-2 D EXAMPLE PRESSURE MAIN CHARACTERISTIC CURVE CA01-1-3-1 B TYPE 10, 40 AND 90 PUMPING
More informationSUBDIVISION APPLICATION FOR DRT SUBMITTAL PUBLIC WORKS DEPARTMENT
Case #: SUBDIVISION APPLICATION FOR DRT SUBMITTAL PUBLIC WORKS DEPARTMENT 171 North Ross Street, Suite 200 Auburn, AL 36830 (334) 501-3000 ~ Fax: (334) 501-7294 Applicant Name: Mailing Address: Email Address:
More informationNRE DESIGN PARK SITE DEVELOPMENT PLANS SECTION 3 TOWNSHIP 50 SOUTH, RANGE 25 EAST CITY OF NAPLES, COLLIER COUNTY, FLORIDA
SITE DEVELOPMENT PLANS LEGAL SUBJECT PROPERTY SECTION 3 TOWNSHIP 50 SOUTH, RANGE 25 EAST CITY, COLLIER COUNTY, FLORIDA PROPERTY OWNER: ENTERPRISE PLAZA LLC 404 CITATION PT, FL 34104 GULF MEXICO PREPARED
More informationOREGON DEPARTMENT OF TRANSPORTATION
OREGON DEPARTMENT OF TRANSPORTATION TRAFFIC SIGNAL DESIGN MANUAL The material contained herein is for information purposes only and may be used to aid new employees, and those unfamiliar with ODOT Traffic
More informationCHECKLIST PRELIMINARY SUBDIVISION AND PRELIMINARY SITE PLAN
N/A Waiver (1) Four (4) copies of application form. (2) Fifteen (15) copies of plan (3) Subdivision/site plan application fee & professional review escrow deposit (4) Variance application fee & professional
More informationVILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.
Q:\VillaPark_IL\11283000 Astor-Myrtle Sewer Separation Preliminary Design\D.4 CAD\Sheets\North\1. Cover.dwg INDEX OF SHEETS 1 COVER 2 GENERAL NOTES 3 SUMMARY OF QUANTITIES 4 ALIGNMENT 5-9 DRAINAGE AND
More informationSCHEDULE 10 ENGINEERING DRAWING SUBMISSION
SCHEDULE 10 ENGINEERING DRAWING SUBMISSION Subdivision, Development and Servicing Bylaw No. 1535 10. ENGINEERING DRAWING SUBMISSIONS TABLE OF CONTENTS 1.0 General 3 1.1. Introduction 3 1.2. General Requirements
More informationAnne Arundel County Dept. of Inspections and Permits Water Sewer Plan Checklist
Project Name Project Number Engineer Plans are to be designed based on the standards set forth in the Anne Arundel County Design Manual Standards and Specifications, and all other manuals as stipulated
More information8' PUE 8' PUE VARIABLE 5' STORM SEWER (SOUTH AND EAST) 1. UTILITIES SHALL BE LOCATED AS SHOWN UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
R/W R/W 8' PUE 8' PUE VARIABLE VARIABLE C L 3.5' 2.5' MIN COVER 3' MIN COVER STANDARD CURB & GUTTER PWR, GAS, TEL, TV SEE NOTE 6 STORM SEWER (ALTERNATE LOCATION) SANITARY SEWER (NORTH AND WEST) 5' 5' STORM
More informationTYPICAL SECTION OF IMPROVEMENT
TYPICAL CTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC MARION 7.0658A I-7 NORTHBOUND I7 SOUTHBOUND I7 WHERE CLEARZONE IS UNATTAINABLE OR END TREATMENT IS REQUIRED FOR 8 8 BRIDGE APOACH, ADD.5
More informationCONTRACT PLANS READING
CONTRACT PLANS READING A training course developed by the FLORIDA DEPARTMENT OF TRANSPORTATION This 2009 revision was carried out under the direction of Ralph Ellis, P. E., Associate Professor of Civil
More informationTURNPIKE DESIGN HANDBOOK (TDH) PLANS PRODUCTION PART 3
TURNPIKE DESIGN HANDBOOK (TDH) PLANS PRODUCTION PART 3 FLORIDA S TURNPIKE ENTERPRISE PRODUCTION DESIGN DEPARTMENT OCOEE, FL January 2018 Introduction As part of the Turnpike s continuing quality enhancement
More information3616 Old Howard Co. Airport Road Big Spring, TX
3616 Old Howard Co. Airport Road Big Spring, TX 79720 432.263.3725 Table of Contents SKT 350... 1 Bill of Materials... 2 SKT Parts. 7 Downstream Anchor Terminal...... 15 Bill of Materials..... 16 DAT Parts....
More informationItem 550 Chain Link Fence
Item Chain Link Fence 1. DESCRIPTION 2. MATERIALS Furnish, install, remove, repair, or replace chain link fence and gates. Furnish certification from the chain link fence materials manufacturer stating
More informationWhat Plans Do I Need for a Building Permit?
What Plans Do I Need for a Building Permit? 6 CITY OF PORTLAND, OREGON - BUREAU OF DEVELOPMENT SERVICES 1900 SW 4th Avenue, Por tland, Oregon 97201 503-823-7300 www.portlandoregon.gov/bds This brochure
More information