PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT ADDENDUM NO. 1

Size: px
Start display at page:

Download "PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT ADDENDUM NO. 1"

Transcription

1 PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT ADDENDUM NO. 1 Addendum No. 1 hereby amends the contract documents and drawings for the Scappoose Industrial Airpark Parallel Taxiway B Relocation project dated March It is essential that prospective bidders note the contents of this addendum and that the County be made aware that the addendum has been received. Therefore, acknowledge receipt by inserting the number of this addendum in the space provided on your Proposal in the bid documents. SECTION I BIDDING INFORMATION Proposal o P. 5 to P.8 Delete: AIP Bid Schedule and Non-AIP BID Schedule Replace with following revised bid schedules: Addendum #1 Page 1 of

2 Scappoose Industrial Airpark Parallel Taxiway B Relocation AIP Project No BID SCHEDULE A - AIP Funded Work Item No. Item Description Estimated Quantity Unit Unit Price Unit Price (words) Extended Price A-1. Construction Staking (Item GP 50-06) 1 LS A-2. Mobilization (General Provisions (Item GP 105-2) 1 LS A-3. Temporary Flagging, Signing, and Marking (Item ) 1 LS A-4. Pavement Removal (Full Depth) (Item P ) 22,500 SY A-5. Cold Milling (1 to 3 Partial Depth) (Item P ) 30 SY A-6. Saw Cut Full Depth AC Pavement (Item P ) 920 LF A-7. Demolition of Misc. Structures and Utilities (Item ) 1 LS A-8. Clearing and Grubbing (Item P ) 15 ACRE A-9. Unclassified Excavation (Item P ) 54,140 CY A-10. Subbase Course (Item P ) 3,370 CY A-11. Soil Separation Fabric (Item ) 29,000 SY A-12. Temporary Erosion Control (Item P ) 1 LS Addendum #1 Page 2 of

3 Scappoose Industrial Airpark Parallel Taxiway B Relocation AIP Project No BID SCHEDULE A - AIP Funded Work Item No. Item Description Estimated Quantity Unit Unit Price Unit Price (words) Extended Price A-13. Aggregate Base Course (Item P )) 28,730 SY A-14. Bituminous Surface Course (Item P ) 6,650 TON A-15. Bituminous Prime Coat (Item P ) 6,700 GAL A-16. Bituminous Tack Coat (Item P ) 8,300 GAL A-17. First Coat Pavement Marking - (Item P ) 8,700 SF A-18. Second Coat Pavement Marking - (Item P ) 9,000 SF A-19. Paint Removal (Item P ) 300 SF A Inch HDPE Storm Sewer Pipe (Item D ) 1,180 LF A-21. Culvert Pipe Inlet/Outlet with Riprap (Item D ) 14 EA A inch Perforated Edge Drain Pipe (Item D ) 9,500 LF A Inch Solid Outfall Pipe (Item D ) 700 LF A-24. Edge Drain Cleanout (Item D ) 48 EA Addendum #1 Page 3 of

4 Scappoose Industrial Airpark Parallel Taxiway B Relocation AIP Project No BID SCHEDULE A - AIP Funded Work Item No. Item Description Estimated Quantity Unit Unit Price Unit Price (words) Extended Price A-25. Drain Inlet, Type II (Item D ) 1 EA A-26. Seeding with Mulch and Tackifier (Item T ) 9.2 ACRE A-27. New CCR 10 KW for Runway (Item ) 1 EA A-28. Reuse CCR 7.5 KW for Taxiway B (Item ) 1 EA A-29. Radio Control System (Item ) 1 EA A-30. A-31. A-32. A-33. A-34. A-35. A-36. Medium Intensity TW Edge Lights, Can Mounted (Item ) Replace Medium Intensity TW Edge Lights, Can Mounted with new LED lights) (Item ) New Lighted Sign Size 2, 3 module (Item ) Relocate and Modify Existing Lighted Sign Size 2, 2 module (Item ,2) Relocate and Modify Existing Lighted Sign Size 2, 3 module (Item ,3) Relocate Segmented Circle and Primary Windcone and Foundation, in Place ((Item L ) No. 6 AWG, 5 kv, L-824, Type B Cable, Installed in Trench, Duct Bank or Conduit (Item L ) 208 EA 28 EA 2 EA 3 EA 7 EA 1 EA 19,250 LF Addendum #1 Page 4 of

5 Scappoose Industrial Airpark Parallel Taxiway B Relocation AIP Project No BID SCHEDULE A - AIP Funded Work Item No. Item Description Estimated Quantity Unit Unit Price Unit Price (words) Extended Price A-37. No. 6 AWG, Solid, Bare Counterpoise Wire, Installed in Trench, Above the Duct Bank or Conduit, Including Ground Rods & Ground Connectors (Item L ) 11,790 LF A-38. Concrete Encased Electrical Duct Bank w/2-2" ducts (Item L ) 540 LF A-39. Non-Encased Electrical Conduit w/1-2" Conduit (Item L ) 11,790 LF A-40. New Electrical Pull Box (2 x3 x3 ) (Item L ) 12 EA A-41. Relocate Existing Electrical Pullbox (Item L ) 5 EA A-42. Field Verify and Relocate Existing Electrical Pullbox (Item L ) 2 EA A-43. Demolition of Airfield Electrical (Item ) 1 LS BID SCHEDULE A TOTAL Addendum #1 Page 5 of

6 Bid Schedule B Non AIP Funded Work Scappoose Industrial Airpark Parallel Taxiway B Relocation AIP Project No Item No. B-1. Item Description Estimated Quantity REILs Replacement (Item ) 1 LS Unit Unit Price Unit Price (words) Extended Price B-2. B-3. No. 8 AWG, 600v Type THWN/THNN Power Cable Installed in Existing Conduit (Item 16100) No. 12 AWG, 600v Type THWN/THNN Power Cable Installed in Existing Conduit (Item 16100) 4,530 LF 900 LF B-4. Supplemental Wind Cone (Item L ) 1 EA BID SCHEDULE B TOTAL Bid Schedule A and Bid Schedule B TOTAL (Basis of Award) Addendum #1 Page 6 of

7 SECTION IV TECHNICAL SPECIFICATIONS Division 1 General Requirements Division 16 Electrical Item Airfield Lighting o Paragraph 4.2 Payment Add the word Item in front of Add a bid item to end of paragraph Item Replace Medium Intensity TW Edge Lights, Can Mounted with New LED Lights Item 1690 Taxiway and Runway Signs o Paragraph 4.1 Measurement Payment o Delete paragraphs A and B and replace with the following: A. Lighted Signs - Size 2: Lighted signs will be measured by the unit for each sign including sign foundation and excavation, base can, isolating transformer, sign frame and sign face panels, asphalt erosion pad, 3-way connection can and other connections necessary to provide a complete and operational isolated splice in accordance with these specifications and as indicated on the drawings. B Modify Existing Sign - Size 2: Modification and reuse of existing lighted signs will be measured by the unit for each sign including new sign foundation and excavation, reuse of sign frame and new sign face panels, asphalt concrete pavement erosion pad, 3-way connection can and other connections necessary to provide a complete and operational isolated splice in accordance with these specifications and as indicated on the drawings. Item L-108 Underground Power Cable for Airports o Paragraph Basis of Payment Add a bid item to end of paragraph: Item L No. 8 AWG, 600v Type THWN/THNN Power Cable Installed in Duct Bank or Conduit per linear foot (meter) Item L-115 Electrical Manholes and Junction Structures o Paragraph under Basis of Payment Replace entire Item L with New Electrical Pullbox (2x3x3) Per Each Replace entire Item L with Relocate Electrical Pullbox Per Each Add a bid item to end of paragraph Item L Field Verify and Relocate Existing Electrical Pullbox Per Each Addendum #1 Page 7 of

8 SECTION V PLANS Sheet C-103 o Add to end of Removal Key Note 4: CONTRACTOR TO COORDINATE W/ ENGINEER FOR NEW LOCATION. o Add to end of Removal Key Note 14: and E-203 Sheet C-501 o Add a new earthwork table as follows: SUMMARY OF EARTHWORK CUT (CY) FILL (CY) NET (CY) PHASE 1 31, ,197 PHASE 2 10, ,164 PHASE 3 12, ,622 TOTAL 54, ,983 SUMMARY OF EARTHWORK NOTES: 1. EARTHWORK VOLUMES SHOWN ARE BASED ON ASSUMED DEPTHS OF EXISTING PAVEMENT REMOVAL DEPTHS OBTAINED FROM THE GEOTECHNICAL REPORT BORING, AND ARE APPROXIMATE 2. NO SHRINKAGE OR SWELL FACTOR HAS BEEN APPLIED 3. ALL VOLUMES SHOWN ARE APPOXIMATE, AND WILL VARY DEPENDING ON ACTUAL EXISTING SITE CONDITIONS. Sheet C-701 o Replace dimensions 8 to 12 for PCC for collar depth in detail 4/C-701 o Add to detail 4/C-701 NOTE: DETAIL CAN BE USED FOR CONCRETE HANDHOLE FOR GROUND RODS AT REILS Sheet E-152 o Replace Sheet E-152 with re-issued sheet dated April 2, 2018 with changes to Detail 2/E-152 Proposed NAVAID Circuitry Plan. Sheet E-103 o Replace Sheet E-103 with re-issued sheet dated April 2, 2018 with revisions to Electrical Demolition Key Notes relating to an existing pull box. Sheet E-203 o Replace Sheet E-203 with re-issued sheet dated April 2, 2018 with revisions to Electrical Key Notes relating to existing pull boxes and conduits. Addendum #1 Page 8 of

9

10

11

12

13

14

15 PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT Bidders Questions/Clarifications Proposal Letter of Intent (DBE) o Question: Is it a requirement to submit the DBE forms with the proposal? o Response: The bidder shall include in the proposal the Bidders List with DBE status filled out. For each DBE subcontractor listed in the Bidders List, the bidder shall complete and submit the Letter of Intent with the bid proposal. Geotechnical Report o Question: Is the geotechnical report available for bidder s review? o Response: The geotechnical report has been posted to the ARC Planwell website and can be downloaded for review. The geotechnical report provided per GP Examination of plans, specifications, and site. Bid Schedule o Question: The bid item quantity of edge lights is 208. I count 208 new lights plus I count 26 replacement lights. How are these replacement lights paid for? o Response: Separate bid item added for the replacement LED edge lights in Addendum 1 Bid Schedule o Question: Can CAD files be provided for earthwork quantity? o Response: No CAD files will be provided during the bid period. The earthwork quantity is provided by phase with note added the plan sheet C-501. Plans Sheet E-302 Detail 1/302 o Question: Is it acceptable for the guidance sign bases to be precast? o Response: The guidance sign bases can be precast with approved shop drawing and stamp by Oregon Professional Engineer. Plans Sheet E-302 Lighted Sign Schedule and Proposal Bid Schedule o Question: The bid schedule, the plans and the sign schedule do not match. Also where are the 7 3-Modules that get modified? o Response 1: See Addendum 1 revised bid schedule o Response 2: See LIGHTED SIGN SCHEDULE Sheet E-302 Detail 4/E-302 Contractor Questions Page 1 of P:\St. Helens, Port of OR\P W\Execution\Construction\Bidding\Addendums\ADDENDUM 1 to ARC Planwell \13860W-Misc Topics Qs.doc

16 Plans Sheet E-303 Lighted Windcone Relocation Detail 8/E-303 and Nonlit Windcone Assembly Detail 7/E-303 o Question: Can the wind cone foundation be precast? o Response: The wind cone foundations bases can be precast with approved shop drawings including bedding and granular backfill and stamped by Oregon Professional Engineer. Plans Sheet E-301 Detail 2/E-301 o Question: The specs talk about the light cans having threaded hubs but the detail in the plans shows grommeted hubs o Response: Grommeted hubs will be acceptable. Addendum 1 will revise the specifications L-115 to include grommeted hubs. Plans Sheet E-301 Detail 2/ E-301, Sheet E-302 Detail 1 E-302, and Sheet E-303 Detail 4 E-303 o Question: The specs say 3/4" x 10' ground rods. The plan details show 5/8" x 10' o Response: The plan detail will be revised in Addendum 1 for ¾ x 10 ground rod. Plans Sheet E-303 Detail 1/E-303 and Detail 3/E-303 o Question: Do the concrete duct banks require rebar? None shown on the detail in the plans. o Response: Duct banks do not require rebar as shown on the details. Plans Sheet E-303 Detail 4/E-303 o Question: Is there a detail for the adjustment of the existing pull boxes? How much of an elevation change? o Response: There are no elevation adjustments of existing pull boxes left in place. Plans Sheet E-303 Detail 4/E-303 o Question: Is there a detail of the existing pull boxes that get relocated or adjusted? o Response: No. Existing relocated pull boxes to be relocated horizontally and vertically. Backfill and granular base similar to new vault detail 4/ E-303 Grade of relocated vault is a function of the shoulder grading. Plans Sheets E-201, E-202, E-203, E-204, E-205 o Question: The plans show installing 2-3 way cans to feed signs, how are these paid? o Response: The 2-3 way cans shall be incidental to the signs with added plan notes and specifications measurement and payment descriptions in Addendum 1. Plans Sheet E-301 Detail 3/E-303 o Question: Should there be an item for duct markers? o Response: The shall be incidental to the signs with added plan notes and specifications measurement and payment descriptions in Addendum 1 Contractor Questions Page 2 of P:\St. Helens, Port of OR\P W\Execution\Construction\Bidding\Addendums\ADDENDUM 1 to ARC Planwell \13860W-Misc Topics Qs.doc

17 Plans Sheet E-302 Detail 3/E-302 o Question: Where is the unlighted sign that is shown on detail 3 page E-302? o Response: There is no unlighted sign. Detail will be deleted by addendum. Plans Sheet E-302 LIGHTED SIGN SCHEDULE o Question: What is the size of the signs so we know how big to make the foundations? o Response: Sign is a function of modules and manufacturer. Concrete base to be determined by shop drawing submittal dimensions. Plans Sheet E-203 Detail 5/E-303 and Detail 6/E-303 o Question: What kind of concrete handhole for the ground rods at the REILs? o Response: Handhole is similar to Detail 4/C-701 Cleanout. Revised Detail 4/C- 701 to clarify. Plans Sheet E-401 Key Note 21. o Question: Page E-401 note 21 says the radio system is an additive alternate, Does the bid item sheet reflect this? o Response: Radio system is included as a bid item in the proposal bid schedule. Note to be changed in Addendum 1. Plans Sheet E-401 Key Note 26 o Question: Page E-401 note 26 says the radio system is an additive alternate. Does the bid item sheet reflect this? o Response: REIL circuit conductor replacement is required. Note to be changed in Addendum 1. Contractor Questions Page 3 of P:\St. Helens, Port of OR\P W\Execution\Construction\Bidding\Addendums\ADDENDUM 1 to ARC Planwell \13860W-Misc Topics Qs.doc

TAXIWAY B NORTH ROAD RUNWAY TAXIWAY C NORTH ROAD VICINITY MAP. Plans Prepared By:

TAXIWAY B NORTH ROAD RUNWAY TAXIWAY C NORTH ROAD VICINITY MAP. Plans Prepared By: CONSTRUCTION PLANS CITY OF NAPLES AUTHORITY (APF) NAPLES, COLLIER COUNTY, FLORIDA NAA BID NO. : TBD FAA AIP NO.: N/A FDOT FM NO.: N/A HANSON PROJ. NO. 15A0023 CITY OF NAPLES AUTHORITY BOARD OF COMMISSIONERS

More information

Miscellaneous. Demolition

Miscellaneous. 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 information

ROUTES: 65 SECTIONS: miles in length. THE FOLLOWING ITEMS AND APPROXIMATE QUANTITIES ARE INVOLVED:

ROUTES: 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 information

MPA Project No. M495-C1 Refrigerated Container Storage Improvements Project Location: Conley Terminal, Boston, MA

MPA Project No. M495-C1 Refrigerated Container Storage Improvements Project Location: Conley Terminal, Boston, MA MPA Project No. M495-C1 Refrigerated Container Storage Improvements Project Location: Conley Terminal, Boston, MA RESPONSES TO QUESTIONS and/or RFI s Date: 12/7/2017 The attention of Contractors submitting

More information

STANDARD BID ITEM NUMBERS

STANDARD 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 information

Valley Road Main Replacement

Valley Road Main Replacement Bonding Provided Construction Co., Construction, Construction, 5% 5% 5% 5% 5% 5% 5% acknowledged 2 - Bidder Acknowledges Receipt of Addendums there was only 1 Affadivit of Preferential Bidders Status not

More information

2. What are the estimated volumes for the Residuum Harvesting See response to Question 1

2. What are the estimated volumes for the Residuum Harvesting See response to Question 1 No. Question Answer 1. What are the approximate earthwork quantities for this job? FBP approximate quantities will be provided via amendment with or before the CADD files. Contractor is still responsible

More information

PART 4 STANDARD DRAWINGS FOR CONSTRUCTION

PART 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 information

JUNE 27, 2016 ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS SYRACUSE HANCOCK INTERNATIONAL AIRPORT CULVERT REPLACEMENT FOR RUNWAY 28 APPROACH ACCESS ROAD

JUNE 27, 2016 ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS SYRACUSE HANCOCK INTERNATIONAL AIRPORT CULVERT REPLACEMENT FOR RUNWAY 28 APPROACH ACCESS ROAD JUNE 27, 2016 Addendum No. 1 Page 1 of 2 ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS SYRACUSE HANCOCK INTERNATIONAL AIRPORT CULVERT REPLACEMENT FOR RUNWAY 28 APPROACH ACCESS ROAD FAA AIP PROJECTS NO. 3-36-0114-XXX-16

More information

CHARLES COUNTY GOVERNMENT ITB NO ST. MARK S PUMP STATION UPGRADE

CHARLES COUNTY GOVERNMENT ITB NO ST. MARK S PUMP STATION UPGRADE CHARLES COUNTY GOVERNMENT Department of Fiscal and Administrative Services Purchasing Division Telephone: 301-645-0656 August 30, 2016 ITB NO. 17-07 ST. MARK S PUMP STATION UPGRADE ADDENDUM NUMBER THREE

More information

MPA Project No. M495-C1 Refrigerated Container Storage Improvements Project Location: Conley Terminal, Boston, MA

MPA Project No. M495-C1 Refrigerated Container Storage Improvements Project Location: Conley Terminal, Boston, MA MPA Project No. M495-C1 Refrigerated Container Storage Improvements Project Location: Conley Terminal, Boston, MA RESPONSES TO QUESTIONS and/or RFI s Date: 11/29/2017 The attention of Contractors submitting

More information

This addendum forms a part of the Contract Documents dated: August 10, 2012.

This addendum forms a part of the Contract Documents dated: August 10, 2012. Addendum # 1 Date Issued: August 28, 2012 Issued By: Project: Owner: Renker Eich Parks Architects 1609 Dr. Martin Luther King Street North St. Petersburg, Florida 33704 Ph# (727) 821-2986 Fax # (727) 896-4911

More information

TONOPAH AIRPORT RECONSTRUCT TAXIWAY A

TONOPAH AIRPORT RECONSTRUCT TAXIWAY A RECONSTRUCT TAXIWAY A AIP NO. 3-32-0019-15 PWP-NY-2018-137 NYE COUNTY BID NUMBER 2018-01 NYE COUNTY, NEVADA MARCH 16, 2018 376 Coaldale 265 Silver Peak 6 95 Tonopah TONOPAH AIRPORT Goldfield Warm Springs

More information

CHAPTER 29 PROJECT COMPLETION DOCUMENTS

CHAPTER 29 PROJECT COMPLETION DOCUMENTS CHAPTER 29 PROJECT COMPLETION DOCUMENTS PROJECT COMPLETION Upon completion of traffic control signal system and lighting projects, there are forms and checklists to ensure that the project is closed out

More information

CITY OF DANA POINT DEVELOPMENT REVIEW

CITY 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 information

UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1

UTILITY 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 information

B422 - PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS - OPSS 422

B422 - PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS - OPSS 422 B422 - PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS - OPSS 422 422.1 GENERAL The work under these tender items consists of the fabrication and installation in open cut of precast reinforced

More information

SECTION STEEL LIGHTING STANDARDS. 1. Electrical conduit and fittings; Section

SECTION STEEL LIGHTING STANDARDS. 1. Electrical conduit and fittings; Section 02760-1 of 5 SECTION 02760 STEEL LIGHTING STANDARDS 02760.01 GENERAL A. Description Steel lighting standards shall include, but not necessarily be limited to, furnishing and installing steel lighting poles,

More information

M 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)

M 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 information

LETTING : CALL : 029 COUNTIES : GOODHUE

LETTING : 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 information

ADDENDUM NO. 3 PROJECT: COURTLAND PUMP STATION CONTRACT: IFB NO COM.00030

ADDENDUM NO. 3 PROJECT: COURTLAND PUMP STATION CONTRACT: IFB NO COM.00030 ADDENDUM NO. 3 PROJECT: COURTLAND PUMP STATION CONTRACT: IFB NO. 2018-008-COM.00030 To: Prospective Bidders of Record Date: January 8, 2019 The following changes, additions, revisions, and/or deletions

More information

CITY 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 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 information

Municipality of Anchorage Public Works Department Project Management and Engineering Division BID TABS

Municipality of Anchorage Public Works Department Project Management and Engineering Division BID TABS Municipality of Anchorage Public Works Department Project Management and Engineering Division BID TABS 2016 20.02 M 20.03 M 20.03 SP 20.04 M 20.04 M 20.04 M 20.06 M 20.06 M 20.07 M 20.07 M 20.08 M 20.08

More information

ADDENDUM NO. 2. Furnace Bridge - Installation. Essex County, NY. July 29, 2015

ADDENDUM NO. 2. Furnace Bridge - Installation. Essex County, NY. July 29, 2015 ADDENDUM NO. 2 Furnace Bridge - Installation Essex County, NY July 29, 2015 TO ALL HOLDERS OF BIDDING DOCUMENTS: This Addendum, issued to bid document holders of record, indicates clarifications to the

More information

I. GENERAL: The Bidding and Contract Documents for Riverside North Parking Lot are modified as described in this Addendum.

I. GENERAL: The Bidding and Contract Documents for Riverside North Parking Lot are modified as described in this Addendum. ADDENDUM 1 CITY OF MEDFORD RIVERSIDE NORTH PARKING LOT ITB 15-012BL JUNE 22, 2015 PAGE 1 I. GENERAL: The Bidding and Contract Documents for Riverside North Parking Lot are modified as described in this

More information

Immediately following the Committee of the Whole meeting Mukwonago Municipal Building/Board Room, 440 River Crest Court

Immediately following the Committee of the Whole meeting Mukwonago Municipal Building/Board Room, 440 River Crest Court Dated 06-29-17 SPECIAL VILLAGE BOARD MEETING Notice of Meeting and Agenda Wednesday, July 5, 2017 Time: Place: Immediately following the Committee of the Whole meeting Mukwonago Municipal Building/Board

More information

EXCAVATION AND BACKFILL

EXCAVATION AND BACKFILL Standard Specification 2565.3, 2451, and 1805 A basic understanding of specifications is needed to properly replace the disturbed soil and restore the condition of the excavated area. The size of the disturbed

More information

BID TABULATION SUMMARY Project: CONTRACT 3 SANITARY SEWER REPLACEMENTS Bid Date: Wednesday, January 10, :00 PM

BID TABULATION SUMMARY Project: CONTRACT 3 SANITARY SEWER REPLACEMENTS Bid Date: Wednesday, January 10, :00 PM PATTERSON AVENUE 101 Mobilization, Bonds, Insurance LS 1 $40,000.00 $40,000.00 $22,072.00 $22,072.00 102 18-Inch SDR-26 PVC Sanitary Sewer Line Installation LF 1048 $275.00 $288,200.00 $334.00 $350,032.00

More information

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for preparation

More information

.1 Applicability: These criteria shall be applied as follows:

.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 information

November 16, 2017 BOARD OF COUNTY COMMISSIONERS ORANGE COUNTY, FLORIDA. Y CH / Addendum #6 SHERRY DRIVE BRIDGE REPLACEMENT

November 16, 2017 BOARD OF COUNTY COMMISSIONERS ORANGE COUNTY, FLORIDA. Y CH / Addendum #6 SHERRY DRIVE BRIDGE REPLACEMENT November 16, 2017 BOARD OF COUNTY COMMISSIONERS ORANGE COUNTY, FLORIDA Y18-703-CH / Addendum #6 SHERRY DRIVE BRIDGE REPLACEMENT REVISED BID OPENING DATE: DECEMBER 5, 2017 This addendum is hereby incorporated

More information

Riverside County Flood Control & Water Conservation District

Riverside 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 information

CITY OF MUSKEGO DRAFTING STANDARDS

CITY 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 information

MPA Project No. M545-C2 Project Title: New Berth 10 Project - Phase II Location: Conley Terminal, South Boston, Massachusetts

MPA Project No. M545-C2 Project Title: New Berth 10 Project - Phase II Location: Conley Terminal, South Boston, Massachusetts MPA Project No. M545-C2 Project Title: New Berth 10 Project - Phase II Location: Conley Terminal, South Boston, Massachusetts RESPONSES TO QUESTIONS and/or RFI s # 3 Date: 09/14/18 The attention of Contractors

More information

SPECIFICATIONS FOR THE INSTALLATION OF CONDUIT SYSTEMS IN RESIDENTIAL SUBDIVISIONS. Notification of Completed Conduit Sections

SPECIFICATIONS FOR THE INSTALLATION OF CONDUIT SYSTEMS IN RESIDENTIAL SUBDIVISIONS. Notification of Completed Conduit Sections SPECIFICATIONS FOR THE INSTALLATION OF CONDUIT SYSTEMS IN RESIDENTIAL SUBDIVISIONS Section 1 Definitions 2 Scope of Work 3 Extent of Work 4 Inspection and Performance of Work 5 Trenching 6 Duct Installation

More information

Anne Arundel County Dept. of Inspections and Permits Storm Drain Checklist

Anne 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 information

ADDENDUM #1. April 29, 2009

ADDENDUM #1. April 29, 2009 April 29, 2009 Re: HACC, Central Pennsylvania s Community College Midtown 1 CCTA Phase 2 Solicitation # 09-17 From: Eastern pcm, LLC Construction Manager HACC 212 Locust Street, Suite 604 Harrisburg, PA

More information

9. Pay for the power consumed until the project has been accepted as substantially complete.

9. Pay for the power consumed until the project has been accepted as substantially complete. 9. Pay for the power consumed until the project has been accepted as substantially complete. A4-2. SECTION 01 23 00 ALTERNATES A. Reference Page 2, Paragraph 1.03.: Modification: Add the following paragraph:

More information

Customer Connection Guide Updates Effective May 2017

Customer Connection Guide Updates Effective May 2017 This document provides a list of the updates to the EPCOR Distribution and Transmission Inc. (EDTI) Customer Connection Guide. If you have any questions, please contact EDTI Customer Engineering Services

More information

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for

More information

11/06/2014 Pay Items - 1

11/06/2014 Pay Items - 1 Pay Item Description Pay Unit 90701 Mobilization.... LS 91101 Excavation.... L.F. 91102 Excavation.... mi 91103 Excavation.... LS 91104 Borrow..... C.Y. 91105 Borrow..... LS 91106 Existing Trail Restoration...

More information

Anticipated schedule, Page 2. Change the Contract Term from 635 Days to be 1,127 Days.

Anticipated schedule, Page 2. Change the Contract Term from 635 Days to be 1,127 Days. This addendum is hereby made part of the Request for Bid for the above-named project and shall be taken into consideration by all firms preparing a submittal on this project. Acknowledge receipt of this

More information

City of Waltham Purchasing Department Waltham, Massachusetts ADDENDUM NO. 2

City of Waltham Purchasing Department Waltham, Massachusetts ADDENDUM NO. 2 City of Waltham Purchasing Department Waltham, Massachusetts 02452 ADDENDUM NO. 2 Plans & Specifications for: Elsie Turner Field & Graverson Playground, Waltham, MA TO: ALL PLAN HOLDERS This Addendum No.

More information

SECTION 39 - MANHOLES TABLE OF CONTENTS

SECTION 39 - MANHOLES TABLE OF CONTENTS SECTION 39 - MANHOLES TABLE OF CONTENTS Section Page 39-1 GENERAL... 39.1 39-2 PRECAST CONCRETE MANHOLES... 39.1 39-2.01 Precast Concrete Sewer Manholes... 39.1 39-2.02 Precast Concrete Storm Drain Manholes...

More information

REGIONAL TRANSIT AUTHORITY PUBLIC NOTICE. IFB Rail Expansion (Streetcar) Rampart Street. Addendum IV

REGIONAL TRANSIT AUTHORITY PUBLIC NOTICE. IFB Rail Expansion (Streetcar) Rampart Street. Addendum IV REGIONAL TRANSIT AUTHORITY PUBLIC NOTICE IFB 2014-014 Rail Expansion (Streetcar) Rampart Street Addendum IV Acknowledge receipt of this addendum in the bid submission. This addendum is a part of the Contract

More information

VILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.

VILLAGE 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 information

StormTrap Guide Specification. StormTrap SingleTrap on Pad Foundation Groundwater BELOW Invert Revised 11/21/18

StormTrap Guide Specification. StormTrap SingleTrap on Pad Foundation Groundwater BELOW Invert Revised 11/21/18 StormTrap Guide Specification StormTrap SingleTrap on Pad Foundation Groundwater BELOW Invert Revised 11/21/18 This product guide specification is written according to the Construction Specifications Institute

More information

TELEPHONE: (215) Addendum No New Solomon Solis-Cohen Elementary School SDP Contracts No. B-075C, B-076C, B-077C and B-078C of 2017/18

TELEPHONE: (215) Addendum No New Solomon Solis-Cohen Elementary School SDP Contracts No. B-075C, B-076C, B-077C and B-078C of 2017/18 THE SCHOOL DISTRICT OF PHILADELPHIA SCHOOL REFORM COMMISSION Office of Capital Programs 440 North Broad Street, 3 rd Floor Suite 371 Philadelphia, PA 19130 TELEPHONE: (215) 400-4730 Addendum No. 003 Subject:

More information

STATE UNIVERSITY CONSTRUCTION FUND

STATE 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 information

CHAPTER 1: TITLE SHEET and GENERAL LAYOUT

CHAPTER 1: TITLE SHEET and GENERAL LAYOUT CHAPTER 1: TITLE SHEET and GENERAL LAYOUT AREA OF ENVIRONMENTAL SENSITIVITY It is important to show the areas of environmental sensitivity in the plan to make sure these areas are not impacted. These locations

More information

Renewable Water Resources Greenville, South Carolina. CONTRACT DOCUMENTS Reedy River Basin Sewer Tunnel ADDENDUM III - CONTRACT REVISIONS.

Renewable Water Resources Greenville, South Carolina. CONTRACT DOCUMENTS Reedy River Basin Sewer Tunnel ADDENDUM III - CONTRACT REVISIONS. Renewable Water Resources Greenville, South Carolina CONTRACT DOCUMENTS ADDENDUM III - CONTRACT REVISIONS Prepared by Black & Veatch Corporation Greenville, South Carolina B&V Project No. 192263 September

More information

INVITATION FOR BID (IFB) IFB NO. GSWA

INVITATION FOR BID (IFB) IFB NO. GSWA INVITATION FOR BID (IFB) IFB NO. GSWA-005-16 AGAT AND MALOJLOJ RESIDENTIAL TRANSFER STATION IMPROVEME AND DEDEDO RESIDENTIAL TRANSFER STATION CLOSURE ADDENDUM NO. 6 September 22, 2016 ALL BIDDERS MUST

More information

CONSTRUCTION CERTIFICATION PACKAGE

CONSTRUCTION CERTIFICATION PACKAGE Purpose: The intent of this Construction Certification Package is to ensure that acceptable documentation is maintained during the construction of stormwater management practices (SMPs). For general information

More information

SUBJECT: Standard Plate Turf Establishment Areas (at Pipe Culvert Ends)

SUBJECT: 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 information

2' x 3' Polymer Pull Box Cover 4'-0" 7'-0" 24" x 76" Access Opening 3'-6"

2' x 3' Polymer Pull Box Cover 4'-0 7'-0 24 x 76 Access Opening 3'-6 Scope.1 Precast Concrete Equipment Slab Box 8' x 10' x Pad with 4' x 7' x 3'- Box for 5-Way RAM Gas Switch, 2-Way, 3-Way, and 4-Way Pad-Mounted RAG Gas Switches, VFI 9, VFI 12, Bypass Switch, and 33 kv

More information

Plate 8132A - Preformed Rigid PVC Conduit Loop Detector, is a new plate requested by OTST.

Plate 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 information

StormTrap Guide Specification. StormTrap 2 SingleTrap on Aggregate Foundation Groundwater BELOW Invert Revised 11/30/17

StormTrap Guide Specification. StormTrap 2 SingleTrap on Aggregate Foundation Groundwater BELOW Invert Revised 11/30/17 StormTrap Guide Specification StormTrap 2 SingleTrap on Aggregate Foundation Groundwater BELOW Invert Revised 11/30/17 This product guide specification is written according to the Construction Specifications

More information

HOENER ASSOCIATES INC. ARCHITECTS

HOENER ASSOCIATES INC. ARCHITECTS HOENER ASSOCIATES INC. ARCHITECTS BRUCE D. DELL MARK REUTHER ADDENDUM NO. 1 PROJECT 15-22C RENOVATION AND SITE WORK AT: BUILDING B DDRB OF ST. CHARLES DEVELOPMENT DISABILITIES RESOURCE BOARD ST. CHARLES,

More information

For crossing under a railroad, contact the specific railroad company's engineering department.

For crossing under a railroad, contact the specific railroad company's engineering department. PAGE 330524-1 SECTION 330524 SPECIFIER: This section is for the underground installation of piping by directional drilling. When specifying this method of piping installation, care must be taken to ensure

More information

BRASELTON WATER AND WASTEWATER DEPARTMENT CONSTRUCTION PLAN REVIEW CHECKLIST May 2006

BRASELTON WATER AND WASTEWATER DEPARTMENT CONSTRUCTION PLAN REVIEW CHECKLIST May 2006 Project Name: BRASELTON WATER AND WASTEWATER DEPARTMENT CONSTRUCTION PLAN REVIEW CHECKLIST May 2006 Phase: Unit: # Lots: Development Type (residential, commercial, industrial, etc.) Braselton Project No.

More information

MTJ Outdoor Baggage Claim

MTJ Outdoor Baggage Claim MTJ Outdoor Baggage Claim 915 S. Tenth St. Montrose, CO 8101 p: (970) 29-1980 f: (970) 797-6811 www.motleyarc.com Drawings and Dimensions 1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL CONTRACTORS,

More information

SANITARY SEWER SYSTEM ADMINISTRATIVE STANDARDS A.1 SANITARY SEWER SYSTEM PLAN SUBMITTAL PROCEDURES AND GENERAL REQUIREMENTS

SANITARY SEWER SYSTEM ADMINISTRATIVE STANDARDS A.1 SANITARY SEWER SYSTEM PLAN SUBMITTAL PROCEDURES AND GENERAL REQUIREMENTS SANITARY SEWER SYSTEM ADMINISTRATIVE STANDARDS A.1 SANITARY SEWER SYSTEM PLAN SUBMITTAL PROCEDURES AND GENERAL REQUIREMENTS All plans for sanitary sewer main extensions, improvements and modifications

More information

NEWTON COUNTY WATER AND SEWERAGE AUTHORITY RESIDENTIAL, COMMERCIAL, INSTITUTIONAL AND INDUSTRIAL SUBDIVISIONS CONSTRUCTION PLANS CHECK LIST

NEWTON COUNTY WATER AND SEWERAGE AUTHORITY RESIDENTIAL, COMMERCIAL, INSTITUTIONAL AND INDUSTRIAL SUBDIVISIONS CONSTRUCTION PLANS CHECK LIST NEWTON COUNTY WATER AND SEWERAGE AUTHORITY RESIDENTIAL, COMMERCIAL, INSTITUTIONAL AND INDUSTRIAL SUBDIVISIONS CONSTRUCTION PLANS CHECK LIST Project Name Checked By Date Designer Check List marks to be

More information

American Electrical Institute

American Electrical Institute American Electrical Institute Oregon Electricians Continuing Education Grounding & Bonding (Article 250) 4 Hours American Electrical Institute PO Box 31131 Spokane, WA 99223 www.aeitraining.com Article

More information

SECTION 2 GENERAL REQUIREMENTS

SECTION 2 GENERAL REQUIREMENTS SECTION 2 GENERAL REQUIREMENTS 2-1 ENGINEER REQUIRED: All plans and specifications for Improvements which are to be accepted for maintenance by the County and private, on-site drainage and grading shall

More information

Update: July 20, 2012

Update: July 20, 2012 Location and Design Manual, Volume 3 ODOT Office of CADD and Mapping Services Update: July 20, 2012 ** NOTE: All metric references have been removed from this manual. ** PREFACE REVISIONS Glossary of Terms

More information

2. Remove from the Standard Plate manual: Standard Plate Index, Sheets 1-4 of 4, Numerical Index of Standard Plates (August 31, 2012)

2. 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 information

SPECIAL SPECIFICATION LIGHTNING PROTECTION SYSTEM

SPECIAL SPECIFICATION LIGHTNING PROTECTION SYSTEM 2004 Specifications CSJ 3622-01-001, ETC. SPECIAL SPECIFICATION 8398 LIGHTNING PROTECTION SYSTEM 1. Description. This Special Specification governs the design and installation of Lightning Protection System

More information

1. Land survey Work. 2. Civil and Structural engineering services.

1. Land survey Work. 2. Civil and Structural engineering services. SECTION 01050 FIELD ENGINEERING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division-1 Specification

More information

GRICE-TRIVERS JOINT VENTURE ARCHITECTS PAGE 1 PROJECT NO

GRICE-TRIVERS JOINT VENTURE ARCHITECTS PAGE 1 PROJECT NO PAGE PROJECT NO. 0-0 0 0 0 0 0 DATE: PROJECT: GATEWAY STEM ATHLETICE FIELD ALTERATIONS GATEWAY STEM HIGH SCHOOL - ST. LOUIS PUBLIC SCHOOLS 0 MCRTEE AVENUE ST. LOUIS, MISSOURI 0 TO BID DOCUMENTS DATED DECEMBER,

More information

MSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY

MSD 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 information

SECTION UNDERGROUND POWER DUCT AND SUB-STRUCTURES. A. Section : Trenching, Backfilling, and Compacting

SECTION UNDERGROUND POWER DUCT AND SUB-STRUCTURES. A. Section : Trenching, Backfilling, and Compacting SECTION 33 71 19 UNDERGROUND POWER DUCT AND SUB-STRUCTURES PART 1 GENERAL 1.1 RELATED WORK A. Section 31 23 33: Trenching, Backfilling, and Compacting B. Section 32 01 00: Site Restoration and Rehabilitation

More information

Guidelines and Checklist For SAWS Sanitary Sewer. Developmental Engineering Division

Guidelines and Checklist For SAWS Sanitary Sewer. Developmental Engineering Division Guidelines and Checklist For SAWS Sanitary Sewer Developmental Engineering Division INITIAL CONSIDERATIONS UTILITY SERVICE AGREEMENT Utility Service Agreement A Utility Service Agreement (USA) will be

More information

CONTINUOUS COUNTERPOISE ON POLES

CONTINUOUS COUNTERPOISE ON POLES Project Procedure CONTINUOUS COUNTERPOISE ON POLES 07/25/2011 PAGE 1 OF 5 1.0 PURPOSE The purpose of this procedure is to provide guidance and direction for the installation of continuous counterpoise

More information

SPECIFICATIONS FOR THE INSTALLATION OF CONDUIT SYSTEM(S) FOR STREETLIGHTS. 1 Definitions. 2 Scope of Work. 3 Extent of Work

SPECIFICATIONS FOR THE INSTALLATION OF CONDUIT SYSTEM(S) FOR STREETLIGHTS. 1 Definitions. 2 Scope of Work. 3 Extent of Work SPECIFICATIONS FOR THE INSTALLATION OF CONDUIT SYSTEM(S) FOR STREETLIGHTS Section 1 Definitions 2 Scope of Work 3 Extent of Work 4 Inspection and Performance of Work 5 Trenching 6 Duct Installation 7 Backfilling

More information

December 31, 2015 A. THE BID OPENING DATE IS UNCHANGED. B. Questions, Additions, and Deletions

December 31, 2015 A. THE BID OPENING DATE IS UNCHANGED. B. Questions, Additions, and Deletions December 31, 2015 BOARD OF COUNTY COMMISSIONERS ORANGE COUNTY, FLORIDA Y16-721-MM / ADDENDUM No. 1 ORANGE COUNTY CONVENTION CENTER PHASE III VALENCIA BALLROOM RENOVATION Bid Opening Date: January 12, 2016

More information

MH Table of Contents Standard Title/Scope Page Table of Contents SCE Public

MH Table of Contents Standard Title/Scope Page Table of Contents SCE Public MH Table of Contents Standard Title/Scope MH 300 MH 310 MH 318 MH 320 MH 325 MH 330 MH 335 MH 340 MH 350 Manholes Requirements MH 300.1 Manholes Requirements...........................................

More information

MAINTENANCE HOLES, CATCH BASINS AND DITCH INLETS - MTC FORM 407 INDEX

MAINTENANCE 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 information

Sewer Line Extension Permit Design Checklist

Sewer Line Extension Permit Design Checklist CHECKLIST C1 Revised 4/7/2017 Sewer Line Extension Permit Design Checklist DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling sewer line

More information

CITY OF VISTA STANDARD DRAWINGS

CITY 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 information

June 10, 2014 BOARD OF COUNTY COMMISSIONERS ORANGE COUNTY, FLORIDA

June 10, 2014 BOARD OF COUNTY COMMISSIONERS ORANGE COUNTY, FLORIDA June 10, 2014 BOARD OF COUNTY COMMISSIONERS ORANGE COUNTY, FLORIDA ADDENDUM NO. 5 BID NO. Y14-792 PH IFB EAST SERVICE AREA POTABLE WATER AND RECLAIMED WATER STORAGE AND REPUMP FACILITY BID OPENING: June

More information

Manhole or Catch Basin Type A & B Cone Sections Precast - Design F Manhole or Catch Basin Cover (Reducer Cone Section Precast) Design D

Manhole 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 information

RECORD DRAWINGS REVISED TO CONFORM TO CONSTRUCTION RECORDS PROVIDED BY CONTRACTOR GMG BY DATE 11/13 CRS NO.

RECORD 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 information

Utility Structures. Utility vaults, trenches, transformer pads Electrical Pole Bases and switching cubicles

Utility Structures. Utility vaults, trenches, transformer pads Electrical Pole Bases and switching cubicles Utility Structures Utility vaults, trenches, transformer pads Electrical Pole Bases and switching cubicles PRODUCT GUIDE & TECHNICAL REFERENCE MANUAL Providing the right solutions. UTILITY STRUCTURES Perfect

More information

Existing and proposed contours at 1-foot intervals. The fill and/or excavation quantities in cubic yards.

Existing 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 information

CITY OF VISTA STANDARD DRAWINGS

CITY 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 information

ADDENDUM NO. 4 TO THE CONTRACT DOCUMENTS SUPPLEMENTAL INFORMATION

ADDENDUM NO. 4 TO THE CONTRACT DOCUMENTS SUPPLEMENTAL INFORMATION July 6, 2011 City of Miami Fire Station #13 ADDENDUM NO. 4 TO THE CONTRACT DOCUMENTS SUPPLEMENTAL INFORMATION This Addendum is issued to modify the previously issued Bidding and Contractual Documents,

More information

ADDENDUM #2 September 12, 2018

ADDENDUM #2 September 12, 2018 Physical Plant Services Project Management 1000 Rim Drive Phone: (970) 247-7523 Fax: (970) 247-7555 Project No. 2007-130P18 Whalen Gymnasium Expansion and Renovation for Exercise Science Request for Qualifications

More information

Riverside County Flood Control & Water Conservation District

Riverside County Flood Control & Water Conservation District 9/28/2016 Page 1 of 10 ENGINEER'S ESTIMATE MAMCO, INC. dba ALABBASI H & H GENERAL CONTRACTORS, INC. 1 MOBILIZATION L.S. 1 $50,000.00 $50,000.00 $106,571.00 $106,571.00 $180,000.00 $180,000.00 2 WATER CONTROL

More information

CITY OF SAN MARCOS ENGINEERING DIVISION

CITY OF SAN MARCOS ENGINEERING DIVISION AN APPLICANT S GUIDE TO PROCEDURES FOR: CITY OF SAN MARCOS ENGINEERING DIVISION ENGINEER S COST ESTIMATE USING UNIT PRICES FOR BOND PURPOSES-REVISED NOVEMBER 9, 2006 (Calculations are already set-up in

More information

Any of the above may be used as source documents. Let's discuss each of these types of documentation.

Any of the above may be used as source documents. Let's discuss each of these types of documentation. INTRODUCTION TO DOCUMENTATION Much of the work of preparing final estimates involves careful and orderly documentation of measurements and computations. You will become familiar with the various types

More information

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

KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION Sheet 1 of 5 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, 1990 EDITION NOTE: This special provision is generally written in the imperative mood. The subject, "the

More information

HUSSEY GAY BELL SAVANNAH, GEORGIA

HUSSEY GAY BELL SAVANNAH, GEORGIA HUSSEY GAY BELL SAVANNAH, GEORGIA ------------------------------------------------------------------------------------------------------------ ADDENDUM NO. 3 TO THE CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS

More information

City of Massillon Site Plan Checklist

City of Massillon Site Plan Checklist City of Massillon Site Plan Checklist The following information MUST be included with all Site Plans submitted for review and processing in order to constitute a complete Site Plan Package. Incomplete

More information

ADDENDUM No. 4 Page 1 of 8 (includes attachment)

ADDENDUM No. 4 Page 1 of 8 (includes attachment) ADDENDUM No. 4 Page 1 of 8 (includes attachment) Date Issued: November 27, 2017 Project: TOWNSHIP OF NORWICH FIRE SERVICE STATION No: 3 BURGESSVILLE, ONTARIO 385435 HIGHWAY 59, BUGESSVILLE, ONTARIO N0J

More information

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES SECTION 01340 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Shop drawings, manufacturer's catalog cuts, product data, samples, and attached Shop Drawing/ Catalog

More information

SAN ANTONIO WATER SYSTEM PURCHASING DEPARTMENT FORMAL INVITATION FOR BIDS ANNUAL CONTRACT FOR WELL MAINTENANCE SERVICES ADDENDUM NO.

SAN ANTONIO WATER SYSTEM PURCHASING DEPARTMENT FORMAL INVITATION FOR BIDS ANNUAL CONTRACT FOR WELL MAINTENANCE SERVICES ADDENDUM NO. SAN ANTONIO WATER SYSTEM PURCHASING DEPARTMENT Issued By: D. Anthony Rubin Date Issued: May 21, 2015 BID NO.: 15-7031 FORMAL INVITATION FOR BIDS ANNUAL CONTRACT FOR WELL MAINTENANCE SERVICES ADDENDUM NO.

More information

A. Deviation from this standard must be approved by the Project Architect.

A. Deviation from this standard must be approved by the Project Architect. September 2012, rev. 00 26 5600 Exterior Lighting PART 1. GENERAL 1.01 Related Documents A. Deviation from this standard must be approved by the Project Architect. B. Drawings and general provisions of

More information

50.24 Type, Size and Location Plans for Culverts, Bridges and Culvert Bridges

50.24 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 information

Introduction to Substation Design TADP 542

Introduction to Substation Design TADP 542 Introduction to Substation Design TADP 542 Distribution Substations- Drawings and Documentation Instructor: Richard Snell Transmission & Distribution Program Drawings Drawings are prime method for communicating

More information