NOT FOR CONSTRUCTION AND BIDDING Preliminary plan sheets are for information purposes only. The preliminary plans shall not be used as a basis for
|
|
- Aubrey Hodges
- 6 years ago
- Views:
Transcription
1 NOT FOR CONSTRUCTION AND BIDDING
2 SHEET NO. OKLAHOMA TURNPIKE AUTHORITY 4/17/2017 NOT FOR CONSTRUCTION AND BIDDING OLSSON ASSOCIATES PROJECT ENGINEERS SHEET ENGINEER CONTRACT NO. NUMBER OLSSON T-ER ASSOCIATES TOTAL SHEETS 4 PAY QUANTITY NOTES 9:55:19 AM (R-49) (O-17) TO BECOME PROPERTY OF AND BE DISPOSED OF BY THE CONTRACTOR IN A MANNER APPROVED BY THE ENGINEER. CONTRACTOR TO VERIFY DIMENSIONS AND FURNISH SHOP DRAWINGS FOR APPROVAL BEFORE FABRICATION OF SIGNS. (TC-25) ALL CONSTRUCTION TRAFFIC CONTROL WILL BE IMPLEMENTED ACCORDING TO CONSTRUCTION PLANS, AND INSTALLED IN A MANNER APPROVED BY THE ENGINEER, IN ACCORDANCE WITH CHAPTER VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (CURRENT EDITION), AND COMPLIANT WITH APPLICABLE O.D.O.T. STANDARD DRAWINGS. PRICE BID FOR THIS ITEM SHALL BE PAYMENT IN FULL FOR THE INSTALLATION, MAINTENANCE AND SUBSEQUENT REMOVAL OF ALL NECESSARY CONSTRUCTION TRAFFIC CONTROL DEVICES AND PAVEMENT MARKINGS REQUIRED FOR COMPLETION OF THE PROJECT. ALL SIGNS AND BARRICADES, WHICH ARE SHOWN WITH TYPE 'A' LIGHTS IN THE STANDARD DRAWINGS SHALL HAVE THE CORRESPONDING LIGHT ATTACHED DURING NON-DAYLIGHT HOURS. (01) THE CONTRACTOR SHALL COORDINATE REMOVING AND RESETTING THE PIKEPASS SCANNER(S) AND ALL OTHER REQUIRED TOLL EQUIPMENT WITH THE OTA TOLL INTEGRATOR; PRICE BID TO INCLUDE THESE ITEMS. PRICE BID TO INCLUDE THE COST OF REMOVING AND RESETTING ANY OTHER EQUIPMENT TO BE RELOCATED TO THE NEW SIGN STRUCTURE. GENERAL NOTES (02) EXISTING FOOTINGS AND VERTICAL SUPPORTS TO REMAIN IN PLACE. F:\2017\ \ \40-Design\Microstation\OTA\DGN\C\PH702_StroudSignReplacement_PAYQUANT01.dgn (G-56) (G-58b) (G-69) ALL WORK AND/OR MATERIALS NOT CLASSIFIED AS A "CONTRACT PAY ITEM" SHALL BE CONSIDERED INCIDENTAL AND THE COST THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH ARE CLASSIFIED FOR PAYMENT. THE ALLOWABLE WORKING PERIODS FOR THIS PROJECT SHALL BE AS FOLLOWS: MONDAY THROUGH THURSDAY 9:00 A.M. TO 6:00 P.M. NO WORK WILL BE ALLOWED OUTSIDE THE ABOVE REFERENCED TIMES, ALL DRIVING LANES MUST BE OPENED TO FULL CAPACITY OUTSIDE THE ALLOWABLE WORKING PERIODS. ALL WORKERS, EQUIPMENT, MATERIALS, ETC MUST BE OFF THE ROADWAY AND OUTSIDE THE CLEAR ZONE DURING NON-ALLOWABLE WORKING PERIODS. ONLY THAT AMOUNT OF OPEN TRENCH WILL BE ALLOWED THAT CAN BE SURFACED DURING AN ALLOWABLE WORKING PERIOD. FAILURE TO COMPLY WILL RESULT IN THE APPLICATION OF A LANE RENTAL FEE AS OUTLINED IN SP WHEN AFFECTING TRAFFIC THRU A PIKEPASS "READER LANE", NOTIFY TOLL SYSTEM INTEGRATION SPECIALIST (TOLL DIVISION) AT (405) , A MINIMUM OF 48 HOURS IN ADVANCE. IF NO ANSWER, LEAVE A MESSAGE. LEAVING A MESSAGE DOES NOT CONSTITUTE APPROVAL FOR LANE CLOSURES. (03) (04) (05) (06) PRICE BID TO INCLUDE AN ESTIMATED 50 L.F. 0.75" EXPOSED ALUMINUM CONDUIT, AN ESTIMATED 120 L.F. 1/C NO. 10 ELECTRICAL CONDUCTOR, AND ALL REQUIRED CONDUIT AND WIRING FOR THE PIKEPASS SCANNER(S) TO BE MOUNTED ON THE SIGN STRUCTURE. INSTALLATION OF ELECTRICAL CONDUIT AND WIRING SHALL BE COORDINATED WITH TOLL DIVISION. PRICE BID TO INCLUDE EXTERNAL WALKWAY AND HANDRAIL TO BE INSTALLED IN ACCORDANCE WITH ODOT STANDARD DRAWING OWE1-1-(LATEST REVISION). THE OVERHEAD SIGN STRUCTURE SHALL ALSO BE POWDER COATED GREEN IN COLOR, IN ACCORDANCE WITH OKLAHOMA TURNPIKE AUTHORITY SPECIFICATIONS. PRICE BID TO INCLUDE NEW HORIZONTAL TRUSS STRUCTURE CONNECTED TO EXISTING VERTICAL SUPPORTS IN ACCORDANCE WITH ODOT STANDARD DRAWING 0SS6-1-00E. ALL CONSTRUCTION WORK ZONE SIGNS SHALL HAVE FLUORESCENT SHEETING. THE FLUORESCENT SHEETING SHALL MEET THE REQUIREMENTS OF ASTM D4956 (LATEST REVISION). THE MANUFACTURER SHALL FURNISH A TYPE 'D' CERTIFICATION IN ACCORDANCE WITH O.T.A. SPECIAL PROVISION SUBSECTION THE CERTIFICATION SHALL INCLUDE TEST RESULTS ON MATERIAL SUBMITTED FOR APPROVAL. OKLAHOMA TURNPIKE AUTHORITY OLSSON ASSOCIATES PROJECT ENGINEERS STROUD PLAZA SIGN REPLACEMENT PAY QUANTITIES AND NOTES CONTRACT NO. T-ER DATE 04/17/2017 LINCOLN COUNTY
3 OLSSON ASSOCIATES PROJECT ENGINEERS ENGINEER OLSSON NOT FOR CONSTRUCTION AND BIDDING ASSOCIATES CONTRACT NO. SHEET NUMBER T-ER TOTAL SHEETS 4 S.H : 08: 29 AM 4/1 7/201 7 OKLAHOMA TURNPIKE AUTHORITY 50' 0 25' 50' REPAIR EXISTING A-1 SIGN STR. AND INSTALL SP. SIGN NO. 1 TO I44 FRO M I 44 N. 8TH AVE. F: \201 7\ \ \40-Desi gn\mi crostati on\ota\dgn\c\ph702_pl an. dgn STROUD SIDEGATE TOLL PLAZA OKLAHOMA TURNPIKE AUTHORITY OLSSON ASSOCIATES PROJECT ENGINEERS STROUD PLAZA SIGN REPLACEMENT SIGNING PLAN CONTRACT NO. T-ER-021 SHEET NO. 3 DATE 04/17/2017 LINCOLN COUNTY
4 levels:gscolorfill GSBWFILL GSOUTLINE panelstyle:pikepass chevronshoulderradius: constructpanels: panelborderradius: chevrontipradius: constructpanelmode:0 panelroundcorners:0 panelstation:none panelheightlock:1 legendmaterial:0 heightrounding:6 panelwidthlock:1 panelmaterial:0 panelmounting:0 panelstandard:2 widthrounding:6 panelquantity:1 panelname:name marginalign:9 panelshape:0 panelsizes: version:2 HEADER.bsi levels:gscolorfill GSBWFILL GSOUTLINE panelstyle:toll chevronshoulderradius: constructpanels: panelborderradius: chevrontipradius: constructpanelmode:0 panelroundcorners:0 panelstation:none panelheightlock:1 legendmaterial:0 heightrounding:6 panelwidthlock:1 panelmaterial:0 panelmounting:0 panelstandard:2 widthrounding:6 panelquantity:1 panelname:name marginalign:9 panelshape:0 panelsizes: version:2 GUIDE SIGN BOTTOM.ssi levels:gscolorfill GSBWFILL GSOUTLINE chevronshoulderradius: constructpanels: panelborderradius: panelstyle:reg_only.bsi chevrontipradius: constructpanelmode:0 panelroundcorners:0 panelstation:none panelheightlock:1 legendmaterial:0 panelwidthlock:0 heightrounding:1 panelquantity:1 panelmaterial:0 panelmounting:0 panelstandard:2 widthrounding:1 panelname:name marginalign:9 panelshape:0 panelsizes: version:2 levels:gscolorfill GSBWFILL GSOUTLINE panelstyle:pikepass chevronshoulderradius: constructpanels: panelborderradius: chevrontipradius: constructpanelmode:0 panelroundcorners:0 panelstation:none panelheightlock:1 legendmaterial:0 heightrounding:6 panelwidthlock:1 panelmaterial:0 panelmounting:0 panelstandard:2 widthrounding:6 panelquantity:1 panelname:name marginalign:9 panelshape:0 panelsizes: version:2 HEADER.bsi levels:gscolorfill GSBWFILL GSOUTLINE panelstyle:toll chevronshoulderradius: constructpanels: panelborderradius: chevrontipradius: constructpanelmode:0 panelroundcorners:0 panelstation:none panelheightlock:1 legendmaterial:0 heightrounding:6 panelwidthlock:1 panelmaterial:0 panelmounting:0 panelstandard:2 widthrounding:6 panelquantity:1 panelname:name marginalign:9 panelshape:0 panelsizes: version:2 GUIDE SIGN BOTTOM.ssi levels:gscolorfill GSBWFILL GSOUTLINE chevronshoulderradius: constructpanels: panelborderradius: panelstyle:reg_only.bsi chevrontipradius: constructpanelmode:0 panelroundcorners:0 panelstation:none panelheightlock:1 legendmaterial:0 panelwidthlock:0 heightrounding:1 panelmaterial:0 panelmounting:0 panelstandard:2 panelquantity:1 widthrounding:1 panelname:name marginalign:9 panelshape:0 panelsizes: version:2 SHEET NO. OKLAHOMA TURNPIKE AUTHORITY 4/17/2017 3:45:30 PM NOT FOR CONSTRUCTION AND BIDDING EXIST. FLOODLIGHTS 30'-0" TO REMAIN Preliminary plan sheets 7'-3" are for information purposes only. INSTALL SP. SIGN NO. 1 The preliminary CENTERED OVER LANE EXIST. HANDHOLE plans shall not be used as a basis EXIST. for HANDHOLE bid. NOTES: WALKWAY SIZE I PULL BOX (EXISTING) APPROXIMATELY 26' (CONTRACTOR TO VERIFY) (MAINTAIN EXIST. VERTICAL CLEARANCE) EXISTING FOOTINGS AND VERTICAL SUPPORTS TO REMAIN. CONTRACTOR SHALL INSTALL NEW HORIZONTAL TRUSS STRUCTURE AND CLAMPED CONNECTIONS IN ACCORDANCE WITH ODOT STANDARD DRAWINGS OSS6-1-00E. TWO EXISTING FLOODLIGHTS AND PULL BOX ON NORTH SIDE OF SIGN STRUCTURE SHALL REMAIN IN PLACE. THE CONTRACTOR SHALL COORDINATE REMOVING AND RESETTING THE PIKEPASS SCANNER(S) AND ANY NEW WIRING AND CONDUIT AS REQUIRED WITH THE OTA TOLL INTEGRATOR; PAYMENT SHALL BE INCLUDED IN OTHER ITEMS OF WORK. THE CONTRACTOR SHALL INSTALL NEW WIRING AND CONDUIT AS REQUIRED FOR FLOODLIGHTS; COST TO BE INCLUDED IN OTHER ITEMS OF WORK. OVERHEAD SIGN STRUCTURE TO BE POWDER COAT PAINTED,COLOR GREEN. EXIST. PULL BOX TO REMAIN OLSSON ASSOCIATES PROJECT ENGINEERS SHEET ENGINEER CONTRACT NO. NUMBER OLSSON T-ER ASSOCIATES TOTAL SHEETS 4 EXIST. HANDHOLE 3' 15' 12' EXIST. HANDHOLE SIZE I PULL BOX (EXISTING) 2-2" STL. CONDUITS (EXISTING) 2-2" G. STL. CONDUITS (EXISTING) A-1 SIGN STRUCTURE DETAIL N.T.S. SPECIAL SIGN LAYOUT: SCALE: 1:40 9" 60" 9" 6.7" PURPLE BACKGROUND WITH WHITE LEGEND 2'-6" 16.8" 2'-6" SEE PIKEPASS PANEL DETAIL 6.5" 9.5" 12.5" "ONLY" PANEL IS F:\2017\ \ \40-Design\Microstation\OTA\DGN\C\PH702_SigningDetails.dgn PIKE - RED PASS - GREEN PIKEPASS LOGO DIMENSIONS LOGO DETAIL IS IN RATIO'S. SCALE LETTER WIDTHS AND LOGO WIDTH ACCORDING TO LOGO HEIGHT 3" 3" GREEN BACKGROUND WITH WHITE LEGEND 1.5" 1.5" 60" PIKE - RED PASS - GREEN BACKGROUND - WHITE (RETROREFLECTIVE) PIKEPASS PANEL DETAIL N.T.S. 4'-6" SIGN LAYOUT NOTE: SIGN PANEL AREA: Dimensions are in O 19.1 N " 48" 15" inches.tenths 6'-6" LETTER POSITIONS (X) L SQ. FT. Letter locations are panel edge to lower left corner Y LENGTH BORDER R=9" TH=2" E " 7" 16.5" ARROW SHALL BE STANDARD DOWN ARROW WITH OVERALL DIMENSIONS AS SHOWN. FOR ADDITIONAL DETAIL ON ARROW DESIGN, REFER TO THE 2004 VERSION OF "STANDARD HIGHWAY SIGNS" 5" SERIES/SIZE 10"E 31.5" WHITE BACKGROUND WITH BLACK LEGEND SIGN NUMBER WIDTH x HEIGHT BORDER WIDTH CORNER RADIUS MOUNTING BACKGROUND LEGEND/BORDER SP. SIGN NO. 1 6'-6" x 7'-0" 2" 9" OVERHEAD TYPE: COLOR: PURPLE / GREEN TYPE: REFLECTIVE REFLECTIVE COLOR: WHITE / WHITE SYMBOL ROT X Y WID HT ARDOWN OKLAHOMA TURNPIKE AUTHORITY OLSSON ASSOCIATES PROJECT ENGINEERS STROUD PLAZA SIGN REPLACEMENT SIGNING DETAILS CONTRACT NO. T-ER DATE 04/17/2017 LINCOLN COUNTY
5 NOT FOR CONSTRUCTION AND BIDDING
6 NOT FOR CONSTRUCTION AND BIDDING
7 NOT FOR CONSTRUCTION AND BIDDING
8 NOT FOR CONSTRUCTION AND BIDDING
9 NOT FOR CONSTRUCTION AND BIDDING
10 NOT FOR CONSTRUCTION AND BIDDING
11 NOT FOR CONSTRUCTION AND BIDDING
12 NOT FOR CONSTRUCTION AND BIDDING
13 NOT FOR CONSTRUCTION AND BIDDING
14 NOT FOR CONSTRUCTION AND BIDDING
NOT FOR CONSTRUCTION AND BIDDING Preliminary plan sheets are for information purposes only. The preliminary plans shall not be used as a basis for
7/ 1/2017 SPECIFICATIONS: PROTECTION OF TRAFFIC UNDER BRIDGE: ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE OKLAHOMA THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE TRAFFIC UNDER
More informationNOT FOR CONSTRUCTION Preliminary plan sheets are for information purposes only. The preliminary plans should not be used as a basis for bid.
F:\Projects\015-3395\40-Design\Microstation\OTA Turner TP Bridge 31.20\DGN\S\017_GENNOTES.dgn 1/8/201 SPECIFICATIONS: ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE OKLAHOMA AUTHORITY,
More informationNOT FOR CONSTRUCTION AND BIDDING Preliminary plan sheets are for information purposes only. The preliminary plans shall not be used as a basis for
F:\2016\3001-3500\016-3075\40-Design\Microstation\OTA\DGN\S\10.33B_GEN_NOTES.dgn SPECIFICATIONS: ANCHORAGE INTO CONCRETE: ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE OKLAHOMA THE CONTRACTOR
More informationNOT FOR CONSTRUCTION Preliminary plan sheets are for information purposes only. The preliminary plans should not be used as a basis for bid.
SPECIFICATIONS: ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISIONS. Preliminary VERIFICATION plan OF sheets EXISTING CONDITIONS:, 2010 STANDARD SPECIFICATIONS FOR TURNPIKE
More informationKANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION
Sheet 1 of 7 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION SECTION TRAFFIC CONTROL Page 628, subsection.01. Delete the following bid items: Advance
More informationKANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 2015 EDITION
Sheet 1 of 5 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 2015 EDITION Delete SECTION 812 and replace with the following: SECTION 812 PERMANENT SIGNING 812.1 DESCRIPTION
More informationOKLAHOMA TURNPIKE AUTHORITY SPECIAL PROVISION FOR SECTION 880 CONSTRUCTION SIGNING AND TRAFFIC CONTROL
OKLAHOMA TURNPIKE AUTHORITY SPECIAL PROVISION FOR SECTION 880 These Special Provisions revise, amend, and where in conflict, supercede applicable Sections of the Standard Specifications for Turnpike Construction,
More informationKANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION
KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION Sheet 1 of 7 NOTE: This special provision is generally written in the imperative mood. The subject, the
More informationESTIMATE OF QUANTITIES
STATE OF PROJECT SOUTH DAKOTA 029 N-291 SHEET NO. TOTAL SHEETS 2 25 SPECIFICATIONS ESTIMATE OF QUANTITIES BID ITEM NUMBER ITEM QUANTITY UNIT 009E0010 Mobilization Lump Sum LS 110E0100 Remove Concrete Footing(s)
More informationMAINE TURNPIKE AUTHORITY ADDENDUM NO. 2 CONTRACT EXIT 44 SOUTHBOUND ON RAMP IMPROVEMENTS MILE 44.3
MAINE TURNPIKE AUTHORITY ADDENDUM NO. 2 CONTRACT 2018.03 EXIT 44 SOUTHBOUND ON RAMP IMPROVEMENTS MILE 44.3 The following changes are made to the Proposal, Specifications, and Plans. PROPOSAL Proposal Sheets
More informationKANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION
Sheet 1 of 6 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION SECTION TRAFFIC CONTROL Page 628, subsection.01. Delete the following bid items: Advance
More informationROAD CUT PERMIT APPLICATION & INSTRUCTIONS
Jeremy Robinson Commissioner Ann Fordock Martin E. Davis, L.S. DEPARTMENT OF PUBLIC WORKS Ben Walsh, Mayor ROAD CUT PERMIT APPLICATION & INSTRUCTIONS REQUIRED FOR: Construction in (cutting into) a city
More informationOHIO TURNPIKE AND INFRASTRUCTURE COMMISSION
MAINTENANCE OF TRAFFIC NOTES 431606 - MOT Notes - Addendum 1.dwg; 10/22/15-3:25pm MAINTENANCE OF TRAFFIC MAINTENANCE OF TRAFFIC SEQUENCE: THESE PLANS ARE BASED ON THE FOLLOWING SUGGESTED SEQUENCE OF CONSTRUCTION.
More informationSECTION 616 TEMPORARY TRAFFIC CONTROL
SECTION 616 TEMPORARY TRAFFIC CONTROL 616.1 Description. This work shall consist of furnishing, installing, operating, maintaining, cleaning, relocating and removing temporary traffic control devices and
More informationANSWERS TO QUESTIONS RECEIVED THROUGH 11:00 A.M. ON JANUARY 4, 2019:
ADDENDUM NO. PROJECT NO. 3-9-07 PAGE 2 ANSWERS TO QUESTIONS RECEIVED THROUGH :00 A.M. ON JANUARY, 209: Q# Plan sheet 2 has a note MAINTENANCE OF TRAFFIC (LOCAL ROADS) which relates to bid item 22 and calls
More informationFinal Estimates Level 2. Module 12- Signalization & Highway Safety. November
12-1 This module will discuss how to calculate pay quantities for Conduit and Conductor items, highway lighting items that are paid for per each, and incidental items that are included with the pay items.
More informationCITY OF FARGO SPECIFICATIONS SIGNING
SECTION 4300 SIGNING PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of furnishing all labor, material and accessories necessary
More informationSPECIFICATIONS FOR TRAFFIC CONTROL SIGNS STREET MARKER BLADES SIGN POSTS MOUNTING BRACKETS AND INSTALLATION AT CUMMINGS RESEARCH PARK
SPECIFICATIONS FOR TRAFFIC CONTROL SIGNS STREET MARKER BLADES SIGN POSTS MOUNTING BRACKETS AND INSTALLATION AT CUMMINGS RESEARCH PARK I. GENERAL A. Cummings Research Park (CRP) Master Plan established
More information805 - WORK ZONE TRAFFIC CONTROL & SAFETY SECTION 805 WORK ZONE TRAFFIC CONTROL AND SAFETY
SECTION 805 WORK ZONE TRAFFIC CONTROL AND SAFETY 805.1 DESCRIPTION Provide, erect, maintain and remove traffic control devices as shown in the Contract Documents. On roadways that carry traffic through
More informationSECTION 716 SIGN MATERIALS SCOPE
716 716.01.01 MATERIALS COVERED SECTION 716 SIGN MATERIALS SCOPE A. This specification covers the kind and quality of materials used in the construction and fabrication of traffic control devices used
More informationQ18-06 REQUEST FOR PROPOSALS REPAINT EPOXY PAVEMENT MARKINGS ON S. MAIN STREET. RFP Issuance Date: April 17, 2018 Proposal Due Date: May 8, 2018
Q18-06 REQUEST FOR PROPOSALS REPAINT EPOXY PAVEMENT MARKINGS ON S. MAIN STREET Engineering Department RFP Issuance Date: April 17, 2018 Proposal Due Date: May 8, 2018 The City of West Bend (City) is requesting
More informationMAINE TURNPIKE AUTHORITY ADDENDUM NO. 1 CONTRACT EXIT 103 SOUTHBOUND UNDERPASS BRIDGE REHABILITATION MILE 103.0
MAINE TURNPIKE AUTHORITY ADDENDUM NO. 1 CONTRACT 2018.05 EXIT 103 SOUTHBOUND UNDERPASS BRIDGE REHABILITATION MILE 103.0 The bid opening date is Thursday March 15, 2018 at 11:00 a.m. The following changes
More informationSECTION 12 - CONSTRUCTION AREA TRAFFIC CONTROL TABLE OF CONTENTS
SECTION 12 - CONSTRUCTION AREA TRAFFIC CONTROL TABLE OF CONTENTS Section Page 12-1 GENERAL... 12.1 12-2 FLAGGING... 12.1 12-2.01 Flaggers... 12.1 12-2.02 Flagging Costs... 12.1 12-3 TRAFFIC-HANDLING EQUIPMENT
More informationCITY OF FARGO SPECIFICATIONS SIGNING
SIGNING PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of furnishing all labor, material and accessories necessary to complete
More informationSANBORN COUNTY
Sheet 1 of 12 SPECIFICATIONS ESTIMATE OF QUANTITIES BID ITEM NUMBER ITEM QUANTITY UNIT 009E0010 Mobilization Lump Sum LS 110E0500 Remove Pipe Culvert 134 Ft 110E1010 Remove Asphalt Concrete Pavement 178
More informationLAPEER COUNTY ROAD COMMISSION ANNUAL BID TRAFFIC CONTROL SIGNS AND RELATED MATERIALS
INSTRUCTIONS TO BIDDERS: 2019-7 LAPEER COUNTY ROAD COMMISSION ANNUAL BID TRAFFIC CONTROL SIGNS AND RELATED MATERIALS 1. The Lapeer County Road Commission reserves the right to reject any or all bids, to
More informationRequest for Proposal: Due October 11, :00 pm
Remove and replace approx. 6000 sq. ft. of asphalt, clean and tack 1200 sq. ft. of low spots, seal coat and stripe parking lot at 1030 Temple Ave Camarillo, CA 93010 Request for Proposal: Due October 11,
More informationRIGHT-OF-WAY PERMIT SUBMITTAL CHECKLIST
RIGHT-OF-WAY PERMIT SUBMITTAL CHECKLIST Email all ROW applications to digitalpermits@cityoforlando.net In the subject line, please include ROW *More information may be required since every project is unique.
More informationTo: Plan Holder Project: O Neill Ranch Well and Treatment Plant Project
5180 SOQUEL DR. SOQUEL, CA 95073 PO Box 1550 CAPITOLA, CA 95010 TEL 831-475-8500 FAX 831-475-4291 BOARD OF DIRECTORS To: Plan Holder Project: O Neill Ranch Well and Treatment Plant Project Dr. THOMAS LAHUE
More informationSPECIAL SPECIFICATION 8625 All-Weather Traffic Markings
2004 Specifications CSJ 6203-45-001, 6225-40-001 & 0045-02-031 SPECIAL SPECIFICATION 8625 All-Weather Traffic Markings 1. Description. This work will consist of furnishing and installing a wet reflective
More informationMAINE TURNPIKE AUTHORITY ADDENDUM NO. 1 CONTRACT
MAINE TURNPIKE AUTHORITY ADDENDUM NO. 1 CONTRACT 2018.04 CLEANING AND PAINTING STEEL STRUCTURES - CIDER HILL ROAD UNDERPASS BRIDGE - MILE 6.2, CAPTAIN THOMAS ROAD UNDERPASS BRIDGE - MILE 14.8, ROUTE 126
More informationSECTION TRAFFIC REGULATIONS
PART 1 GENERAL 1.1 DESCRIPTION A. Traffic Control permits, notifications, mobilization, temporary signs, barriers, lights, flagging personnel, striping, markings, and demobilization and removal. 1.2 RELATED
More informationSECTION CRL70 HEAVY GLASS TOP HUNG SLIDING DOOR SYSTEMS
Page 1 of 6 SECTION 08 32 20 CRL70 HEAVY GLASS TOP HUNG SLIDING DOOR SYSTEMS USE THIS SECTION WHEN SPECIFYING OVERHEAD SUPPORTED GLASS [OR WOOD] PANEL PARTITIONS. SECTION INCLUDES OVERHEAD TRACK ASSEMBLY,
More informationESTIMATE OF QUANTITIES
ESTIMATE QUANTITIES STATE S.D. SHEET NO. TOTAL SHEETS 2 12 SPECIFICATIONS TEMPORARY PAVEMENT MARKING, Continued STATE S.D. SHEET NO. TOTAL SHEETS 3 12 South Dakota Standard Specifications for Roads and
More informationKANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION
Sheet 1 of 6 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION SECTION TRAFFIC CONTROL Page 628, subsection.01. Delete the following bid items: Advance
More informationDistrict No.: Applicant: Type of Work:
Fee: Permit No.: District No.: Applicant: Type of Work: FOR DEPARTMENT USE ONLY APPLICATION AND ANNUAL PERMIT FOR TELECOMMUNICATION OCCUPANCY OF NEVADA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY (Under
More informationSubject: Late Season/Cold Weather Temporary Pavement Markings
Minnesota Department of Transportation MEMORANDUM Office of Traffic, Safety and Operations Office Telephone: 651-234-7377 Mail Stop 725 Fax: 651-234-7370 1500 West County Road B-2 Roseville, MN 55113 Date:
More informationSECTION SECTIONAL OVERHEAD DOORS 511 SERIES ALUMINUM SECTIONAL OVERHEAD DOORS
SECTION 08 36 00 SECTIONAL OVERHEAD DOORS 511 SERIES ALUMINUM SECTIONAL OVERHEAD DOORS Display hidden notes to specifier by using Tools / Options / View / Hidden Text. On newer versions of Microsoft Word
More informationAPRIL 2018 ADDENDUM 1 JUNE PREPARED BY: McCormick Taylor, Inc. 600 Eagleview Boulevard, 2 nd Floor Exton, Pennsylvania PREPARED FOR:
SPECIFICATIONS FOR COUNTY BRIDGE GUIDE RAIL IMPROVEMENT AT DELAWARE COUNTY BRIDGE No. 150 CHURCH LANE OVER COBBS CREEK IN YEADON BOROUGH, DELAWARE COUNTY AND THE CITY OF PHILADELPHIA APRIL 2018 ADDENDUM
More informationTS 801 ELECTRICAL WORK - GENERAL TABLE OF CONTENTS
TORONTO TRANSPORTATION January 2012 TS 801 ELECTRICAL WORK - GENERAL TABLE OF CONTENTS 1. DRAWINGS TTD 801.001 ELECTRICAL ABBREVIATIONS AND SYMBOLS TTD 801.005 ELECTRICAL LEGEND I TTD 801.006 ELECTRICAL
More informationSECTION 905 TRAFFIC SIGNS, STRIPING AND RAISED MARKERS
SECTION 905 TRAFFIC SIGNS, STRIPING AND RAISED MARKERS Delete this Section in its entirety and replace with the following: SECTION 905 TRAFFIC SIGNS, STRIPING AND RAISED MARKERS 905-1 DESCRIPTION: This
More informationSECTION CRL50 AND CRL51 HEAVY GLASS TOP HUNG SLIDING DOOR SYSTEMS
SECTION 08 32 20 CRL50 AND CRL51 HEAVY GLASS TOP HUNG SLIDING DOOR SYSTEMS Page 1 of 6 USE THIS SECTION WHEN SPECIFYING OVERHEAD SUPPORTED GLASS PANEL PARTITIONS. SECTION INCLUDES OVERHEAD TRACK ASSEMBLY,
More informationHennepin County Transportation Department ADDENDUM
Hennepin County Transportation Department ADDENDUM TO PLANS, SPECIFICATIONS AND SPECIAL PROVISIONS FOR CSAH 5 INTERSECTION IMPROVEMENTS HENNEPIN COUNTY TRANSPORTATION DEPARTMENT (To be opened Tuesday,
More information53.20 PAINTED ROADWAY LINES
53.20 PAINTED ROADWAY LINES 53.20.1 GENERAL The Work consists of supplying paint and painting roadwaylines on pavement surfaces. The various configurations of roadway lines are shown on drawing TEB 2.25.
More informationSTANDARD SPECIFICATIONS SECTION PAVEMENT REQUIREMENTS
STANDARD SPECIFICATIONS SECTION 02950 PAVEMENT REQUIREMENTS PART 1 GENERAL 1.1 DESCRIPTION A. Section includes requirements for removing, replacing and providing new paving for roads, driveways, parking
More informationGRADY COUNTY MINCO, OKLAHOMA
OKLAHOMA DEPARTMENT OF TRANSPORTATION FED. ROAD DIST. NO. STATE JOB PIECE NO. FISCAL YEAR SHEET NO. TOTAL SHEETS 6 OKLA. STATE OF OKLAHOMA DEPARTMENT OF TRANSPORTATION DESCRIPTION REVISIONS DATE LOCATION
More informationSECTION SECTIONAL OVERHEAD DOORS 416 SERIES SECTIONAL STEEL DOORS
SECTION 08 36 00 SECTIONAL OVERHEAD DOORS 416 SERIES SECTIONAL STEEL DOORS Display hidden notes to specifier by using Tools / Options / View / Hidden Text. On newer versions of Microsoft Word click on
More informationSECTION 1 GENERAL NOTES
ISSUE DATE NOVEMBER 1st, 2011 SECTION 1 Page List Page Number Page Title COVER COVER GN-01 PAGE 1 GN-02 PAGE 2 GN-03 PAGE 3 GN-04 PAGE 4 GN-05 PAGE 5 GN-06 PAGE 6 GN-07 PAGE 7 : 1. (CCU) STANDARD SPECIFICATIONS
More informationCHARLEVOIX COUNTY CHARLEVOIX COUNTY ROAD COMMISSION BOARD 2018 ANNUAL PAVEMENT MARKINGS BID
CHARLEVOIX COUNTY CHARLEVOIX COUNTY ROAD COMMISSION BOARD 2018 ANNUAL PAVEMENT MARKINGS BID NOTICE TO BIDDERS The Charlevoix County Road Commission invites qualified contractors to bid on the annual requirement
More informationSECTION SECTIONAL OVERHEAD DOORS 424 SERIES SECTIONAL STEEL DOORS
SECTION 08 36 00 SECTIONAL OVERHEAD DOORS 424 SERIES SECTIONAL STEEL DOORS Display hidden notes to specifier by using Tools / Options / View / Hidden Text. On newer versions of Microsoft Word click on
More informationCity of Augusta SIDEWALK REPLACEMENT PROGRAM
CONDITIONS 1. This program is designed to replace older public sidewalks in the City. 2. This program will not cover new sidewalks, driveways or sidewalks from the public sidewalk to the dwelling or business.
More informationSPECIAL SPECIFICATION 6149 Multipolymer Pavement Markings (MPM)
2004 Specifications CSJ s 0197-02-097, 0502-01-183 & 2374-03-068 SPECIAL SPECIFICATION 6149 Multipolymer Pavement Markings (MPM) 1. Description. Provide MPM on pavement surfaces shown on the plans to meet
More informationNOTIFICATION OF ADDENDUM ADDENDUM NO. 2 DATED 9/11/2017
NOTIFICATION OF ADDENDUM ADDENDUM NO. 2 DATED 9/11/2017 Control 6287-61-001 Project RMC - 628761001 Highway IH0035 County WEBB Ladies/Gentlemen: Attached please find an addendum on the above captioned
More informationRR-F-191/3D 14 May SUPERCEDING RR-F-191/3C July 22, 1981 FEDERAL SPECIFICATION SHEET
14 May 1990 ----------- SUPERCEDING RR-F-191/3C July 22, 1981 FEDERAL SPECIFICATION SHEET FENCING, WIRE AND POST, METAL (CHAIN-LINK FENCE POSTS, TOP RAILS AND BRACES) (DETAIL SPECIFICATION) This Federal
More information601 DIVISION 600 INCIDENTAL CONSTRUCTION SECTION 601 MOBILIZATION
601 DIVISION 600 INCIDENTAL CONSTRUCTION SECTION 601 MOBILIZATION 601.01 Description. This item shall consist of preparatory work and operations, including, but not limited to, those necessary for the
More information53.20 PAINTED ROADWAY LINES
53.20 PAINTED ROADWAY LINES 53.20.1 GENERAL The Work consists of supplying paint and painting roadway lines on pavement surfaces. The various configurations of roadway lines are shown in the Department
More informationCHAPTER 16: TRAFFIC. In either situation, the plan must contain the detail for the interim pavement markings.
CHAPTER 16: TRAFFIC ADVANCE WARNING SIGN SPACING The Advance Warning Sign Spacing for 0-30 mph has been reduced from 300 feet to 100 feet. This is more in line with the Federal MUTCD and accounts for more
More informationSECTION SECURITY GRILLES 679 SERIES SUPERGARD SIDE FOLDING GRILLE
SECTION 08 33 00 SECURITY GRILLES 679 SERIES SUPERGARD SIDE FOLDING GRILLE Display hidden notes to specifier by using Tools / Options / View / Hidden Text. On newer versions of Microsoft Word click on
More informationSECTION SECTIONAL OVERHEAD DOORS 418 SERIES INSULATED STEEL DOORS
SECTION 08 36 00 SECTIONAL OVERHEAD DOORS 418 SERIES INSULATED STEEL DOORS Display hidden notes to specifier by using Tools / Options / View / Hidden Text. On newer versions of Microsoft Word click on
More informationSECTION EZ-SLIDE 80 AND 180 HEAVY GLASS TOP HUNG SLIDING DOOR SYSTEMS
Page 1 of 6 SECTION 08 32 20 EZ-SLIDE 80 AND 180 HEAVY GLASS TOP HUNG SLIDING DOOR SYSTEMS USE THIS SECTION WHEN SPECIFYING OVERHEAD SUPPORTED GLASS PANEL PARTITIONS. SECTION INCLUDES OVERHEAD TRACK ASSEMBLY,
More informationMobile Work Zones. Traffic Control in Short Duration / Guidelines for M0WING ZONE AHEAD WORK ROAD SHOULDER WORK RIGHT LANE CLOSED AHEAD SIGNAL AHEAD
M0WING ZONE ROAD WORK AHEAD SHOULDER WORK RIGHT LANE CLOSED AHEAD SIGNAL WORK AHEAD Guidelines for Traffic Control in Short Duration / Mobile Work Zones Guidelines for Traffic Control in Short Duration
More informationCHAPTER 11 CONDUITS AND FITTINGS
CONDUITS AND FITTINGS CHAPTER 11 CONDUITS AND FITTINGS The standards and requirements for conduits and fittings used for traffic control signal and lighting systems are presented in this chapter. 11.1
More informationREQUEST FOR BIDS METROPOLITAN PARK DISTRICT OF TACOMA Northwest Trek Core Area Fence Upgrade SWR BID NO. T Request for Bids
REQUEST FOR BIDS METROPOLITAN PARK DISTRICT OF TACOMA Northwest Trek Core Area Fence Upgrade SWR BID NO. T-2016-0210-05410910 Request for Bids The Metropolitan Park District of Tacoma will receive sealed
More informationSECTION SECTIONAL OVERHEAD DOORS 432 SERIES INSULATED STEEL DOORS
SECTION 08 36 00 SECTIONAL OVERHEAD DOORS 432 SERIES INSULATED STEEL DOORS Display hidden notes to specifier by using Tools / Options / View / Hidden Text. On newer versions of Microsoft Word click on
More informationSECTION SECTIONAL OVERHEAD DOORS 422 SERIES INSULATED STEEL DOORS
SECTION 08 36 00 SECTIONAL OVERHEAD DOORS 422 SERIES INSULATED STEEL DOORS Display hidden notes to specifier by using Tools / Options / View / Hidden Text. On newer versions of Microsoft Word click on
More informationColorado River Aqueduct Pumping Plants 230 kv Disconnect Switches Replacement
DATE: July 15, 2011 ADDENDUM NUMBER: 2 MODIFYING: Specifications No. 1698 PROJECT: Colorado River Aqueduct Pumping Plants 230 kv Disconnect Switches Replacement BID TIME AND DATE: 2:00 p.m., July 19, 2011
More informationDraft. Not yet Approved
2016 Part 3.2.5 Recommended Design Criteria and Functional/Operating Guidelines for Overhead Bridge and Cantilever Structures and Placement of Grade Crossing Warning Devices Revised 2017 (8 Pages) A. Purpose
More informationBasic Service. This Section provides information regarding a. Introduction
Basic Service Introduction This Section provides information regarding a new electric Basic Service for a single phase service less than or equal to 400 amps, and a three phase service less than 50kW.
More informationEssex County College - West Essex Campus Addition And Renovations dlb # / SECTION CABLE TRAYS FOR COMMUNICATIONS SYSTEMS
SECTION 270536 - CABLE TRAYS FOR COMMUNICATIONS SYSTEMS PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division
More informationSeries - 1
SECTION 08360 SECTIONAL OVERHEAD DOORS 521 SERIES ALUMINUM SECTIONAL OVERHEAD DOORS Display hidden notes to specifier by using Tools / Options / View / Hidden Text. On newer versions of Microsoft Word
More informationCAMINO REAL REGIONAL MOBILITY AUTHORITY BOARD RESOLUTION
CAMINO REAL REGIONAL MOBILITY AUTHORITY BOARD RESOLUTION WHEREAS, the Camino Real Regional Mobility Authority (CRRMA) entered into a construction contract dated October 24, 2016 (Contract) with International
More informationSPECIAL SPECIFICATION 6110 Reflectorized Pavement Markings with Retroreflective Requirements
2004 Specifications SPECIAL SPECIFICATION 6110 Reflectorized Pavement Markings with Retroreflective Requirements 1. Description. Furnish and place reflectorized pavement markings of the types, colors,
More informationSPECIAL SPECIFICATION 6003 Reflectorized Pavement Markings with Retroreflective Requirements
2004 Specifications CSJ's 0005-11-003 & 6120-02-001 SPECIAL SPECIFICATION 6003 Reflectorized Pavement Markings with Retroreflective Requirements 1. Description. Furnish and place reflectorized pavement
More informationPost Office Box 500 Carson, WA Phone (509) Fax (509) Toll Free (800)
Public Utility District No. 1 of Skamania County Post Office Box 500 Carson, WA 98610 Phone (509) 427-5126 Fax (509) 427-8416 Toll Free (800) 922-5329 ELECTRIC LINE EXTENSION If you are purchasing property
More information5-1 Street Lights Required Street Lights on Private Roadways Developer s Responsibility...5-1
SECTION 5 STREET LIGHTING CONTENTS Page 5-1 Street Lights Required...5-1 5-2 Street Lights on Private Roadways...5-1 5-3 Developer s Responsibility...5-1 5-4 Utility Company Authorization...5-1 5-5 General
More informationProduct Guide Specification
ALGRIP Manufactured by April 2017 104 North Maple Avenue P.O. Box 646 Leola, Pennsylvania 17540 Toll Free 800-345-8170 Fax 717-656-2041 Website www.algrip.com / www.rosstechnology.com E-mail sales@rosstechnology.com
More informationThe following is a summary of parameters for preparation of a traffic impact analysis when such analysis is required by the City of Highland:
9.0 TRAFFIC Traffic studies shall be prepared in accordance with criteria adopted by the City of Highland. Check with the City Engineer for details before starting any traffic reports. Traffic signals
More informationSpecial Specification 6292 Radar Vehicle Detection System for Signalized Intersection Control
Special Specification 6292 Radar Vehicle Detection System for Signalized Intersection Control 1. DESCRIPTION 2. MATERIALS Furnish, install, relocate, or remove radar vehicle detection systems (RVDS) of
More informationSpecial Specification 6148 Inverted Profile Pavement Marking (Audible)
Special Specification Inverted Profile Pavement Marking (Audible) 1. DESCRIPTION 2. MATERIALS Furnish and install an Inverted Profile Pavement Marking (Audible) that is hot applied to the pavement surface.
More informationConstruction Requirements for Installation of Utilities in the Public Right-of-way of McPherson County, Kansas October 2011
Construction Requirements for Installation of Utilities in the Public Right-of-way of McPherson County, Kansas October 2011 General Provisions and Specifications - These provisions and specifications shall
More informationPROCEDURES FOR FIBER OPTIC CABLE PERMITS REVISED: OCTOBER 18, 2018
JIM STRICKLAND MAYOR ENGINEERING DIVISION PROCEDURES FOR FIBER OPTIC CABLE PERMITS REVISED: OCTOBER 18, 2018 CITY OF MEMPHIS 125 N. Main St., Memphis TN 38103 Table of Contents I Introduction & General
More informationStriping Special Provisions
Revised Standard Specifications Striping Special Provisions Special attention is directed to the revised Standard Specifications contained within Book 3 of the RFP (Provided in Bid Package). Standard Specification
More information000I-291 UNION COUNTY INDEX OF SHEETS
Sheet 1 of 15 INDEX OF SHEETS Sheet No. 1 Sheet No. 2 Sheet No. 3 Sheet No. 4 Sheet Nos. 5 to 6 (Incl.) Sheet No. 7 Sheet Nos. 8 to 15 (Incl.) Layout Map Index of Sheets Estimate of Quantities Table of
More informationFABRICOIL BASIC January 10, 2006
FABRICOIL BASIC January 10, 2006 General Notes: This guide specification document is provided by Raynor Door for use by design professionals in preparing project specification documents for FABRICOIL BASIC
More informationSection 13. Guidelines for the Design of Ground Mounted Sign Supports
Section 13 BDC11MR-04 13.1 Introduction Highway signs fall into two main categories, which are subdivided as follows: 1. Overhead Signs a. Sign Bridge Structures (GO) b. Sign Cantilever Structures (GO)
More information701.08(G) OF THE 2009 STANDARD SPECIFICATIONS AND AS SHOWN IN THE PLANS.
REV. NO. Ø DESCRIPTION DATE CHANGED PAY ITEM 9/6/6 GENERAL NOTES SPECIFICATIONS: COMPLY WITH THE REQUIREMENTS OF THE 2009 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, EXCEPT AS MODIFIED BY THE PLANS
More informationNew Jersey Turnpike Authority
New Jersey Turnpike Authority DOCUMENT UPDATE REQUEST Forward to Assistant Chief Engineer, Design Initiator Russell Saputo, PE Submittal Date 6/21/16 Firm Stantec Consulting Services Inc. Telephone 201-587-9040
More informationADDENDUM NO. 1 LAWRENCE MERRIMACK STREET UTILITY IMPROVEMENTS PROJECT RESPONSE TO CONTRACTOR QUESTIONS:
City of Lawrence Office of Planning & Development Merrimack Street Utility Improvements Project IFB ADDENDUM NO. 1 September 15, 2017 To Prospective Bidders and Others on: LAWRENCE MERRIMACK STREET UTILITY
More informationSECTION MEASUREMENT AND PAYMENT
SECTION 012000 Applies only to Collier County Public Utilities Projects or Works and Utilities Portions of Collier County Transportation Projects, but not to Private Developments PART 1 GENERAL 1.1 SECTION
More informationFLORIDA DEPARTMENT OF TRANSPORTATION
FLORIDA DEPARTMENT OF TRANSPORTATION ITB-DOT-17/18-8009-AP ATTACHMENTS A-D PAVEMENT MARKING OF PARKING LOTS AT VARIOUS LOCATIONS SOUTH REGION FOR FLORIDA S TURNPIKE MAINLINE (SR 91), MILEPOST 75 AND MILEPOST
More informationProject # Brown County PCN i40h Replace Section Line Road Culvert
Project # 010-151 PCN i40h Replace Section Line Road Culvert R 64 W FREDERICK POP. 199 R 63 W R 62 W R 61 W 6 5 4 3 6 5 4 3 1 Dry 402 AVE 102 ST 387 AVE 12 388 AVE 390 AVE 7 8 9 10 11 12 391 AVE 393 AVE
More informationSECTION CHAIN LINK FENCES AND GATES
SECTION 32 31 13 CHAIN LINK FENCES AND GATES SPEC WRITER NOTE: 1. Delete text between // // not applicable to project. Edit remaining text to suit project. 2. Use this section in specifying permanent chain
More informationPortable Changeable Message signs have a wide variety of
Part 6F (devices) Minnesota MUTCD 2005 with 2007 09 Revisions Part 6F (devices) Federal MUTCD 2009 Part 6F (devices) MN MUTCD Rearranged Sections 6F.55 Portable Changeable Message Signs Portable Changeable
More informationUPRR INDUSTRIAL LEAD BRIDGE T-WALL RETAINING WALL SYSTEM 5.0 x 7.5 UNITS DESIGN UNIT 018 WORK PACKAGE 04
UPRR INDUSTRIAL LEAD BRIDGE T-WALL RETAINING WALL SYSTEM 5.0 x 7.5 UNITS DESIGN UNIT 018 WORK PACKAGE 04 1. Description This work shall consist of the design, manufacture and construction of a T-WALL structure
More informationITEM 555 CHAIN LINK FENCING
ITEM 555 AFTER MARCH 1, 2012 CHAIN LINK FENCING 555.1 Description. This item shall govern for furnishing the quantities of chain link fencing and gates as shown on the plans, including all posts, bracing
More informationNOTES DANA G. LARSEN, P.E. WARD COUNTY ENGINEER MINOT, NORTH DAKOTA
1. HAUL ROAD RESTRICTIONS: The Contractor shall contact the appropriate County, Township, or City officials to determine if there are any No Haul Routes prior to preparing a bid for this project. 2. CONTRACTOR
More informationDOCUMENT ADDENDA AND MODIFICATIONS
DOCUMENT ADDENDA AND MODIFICATIONS PART 1 1.1 PROCEDURE GENERAL A. For filing purposes, add Addenda and Modifications to the Contract Documents following this page. Modified June 20, 2017 Addenda and Modifications
More informationPARISH OF ASCENSION OFFICE OF PLANNING AND DEVELOPMENT BUILDING DEPARTMENT
REQUIREMENTS FOR COMMERCIAL PERMITS 1. Submit a digital Drainage Impact Study per the current Drainage Impact Study Policy as referenced in the Ascension Parish Drainage Ordinance to Patrice Johnson pjohnson@apgov.us
More informationSPECIAL SPECIFICATION 6664 Level (3) Communications System
2004 Specifications CSJ 1200-05-014 SPECIAL SPECIFICATION 6664 Level (3) Communications System 1. Description. A. This Item will govern the installation of all facilities belonging to Level (3) Communications,
More information