285-053-002_Port_Refresh_East_Richford_LPOE_dwgs.pdf

PDF 23 MB Posted Oct 22, 2019

Attached to: East Richford LPOE Intrusion Detection System and Refresh
Solicitation number: 47PB0020B0001
Issued by: General Services Administration Public Buildings Service Region 1

About this file

Written by GovTribe AI · Dec 28, 2023

This is a pre-solicitation notice for construction services at three land port of entry facilities located in Vermont. Work includes renovating a portion of the East Richford LPOE for Customs and Border Protection use, replacing inspection booths at the Richford and West Berkshire LPOEs, and providing temporary facilities. The estimated value is between $1 million and $2 million. The solicitation and related documents will be available on October 17th. A pre-bid site visit is scheduled for October 29th. Offers are due by November 18th. This procurement is set aside for small businesses. The General Services Administration is the contracting agency.

From the source

East Richford LPOE Drawings

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Other files

File	Type	Posted
47PB0020B0001Tab_2_West_Berkshire_Booth_Replacement_SOW_2019_07_02.pdf	PDF	Oct 22, 2019
47PB0020B0001_Tab_2_Richford_Booth_Replace_SOW_2019_07_02.pdf	PDF	Oct 22, 2019
AD-101_Rev_1.pdf	PDF	Oct 22, 2019
Port_Refresh_East_Richford_LPOE_Specifications.pdf	PDF	Oct 22, 2019

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47A York St Portland, ME

04101 207.553.7753

A/E Contract No. GS-01P-14-BW-D-0025 Project No. RVT11013 & RWA N1685916

OCTOBER 16, 2019 - BID SET

PORT REFRESH AT EAST RICHFORD LPOE

SHELL IMPROVEMENTS AND CBP RENOVATION

357 GLEN SUTTON ROAD, RICHFORD, VT

PROPERTY OF THE UNITED STATES GOVERNMENT.

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE

DRAWINGS AND/OR DOCUMENTS WITHOUT THE EXPLICIT

PERMISSION OF THE U.S. GENERAL SERVICES

ADMINISTRATION IS PROHIBITED. DISTRIBUTION TO THOSE

WITH OTHER THAN A NEED TO KNOW IS STRICTLY FORBIDDEN.

Interstate

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AutoCAD SHX Text SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

AutoCAD SHX Text U.S. General Services Administration

AutoCAD SHX Text Thomas P. O'Neill, Jr. Federal Building

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PORTLAND

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AutoCAD SHX Text SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

AutoCAD SHX Text U.S. General Services Administration

AutoCAD SHX Text Thomas P. O'Neill, Jr. Federal Building

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GS-01P-14-BW-D-0025

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RVT11013 & RWA N1685916

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AutoCAD SHX Text HAZMAT NOTES: 1. DRAWINGS H-100, H-101 AND H-102 DRAWINGS H-100, H-101 AND H-102 SHOW TESTING LOCATIONS BASED ON THE HAZMAT REPORTS. DRAWINGS H-100, H-101 AND H-102 DO NOT CLAIM TO IDENTIFY ALL OF THE LEAD BASED PAINT (LBP) CONTAINING MATERIAL AND ASBESTOS CONTAINING MATERIAL (ACM) PRESENT IN THE BUILDING AND SHOULD NOT BE THE SOLE BASIS FOR IDENTIFYING LEAD CONTAMINATED MATERIALS. REFER TO THE HAZMAT REPORTS AND SPECIFICATIONS FOR DETAILED INFORMATION. REFER TO SPECIFICATION SECTION 015460, ATTACHMENT 2. 2. ENSURE THAT THE HAZARDOUS MATERIALS ENSURE THAT THE HAZARDOUS MATERIALS ARE REMOVED AND DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS. 3. ALL WORK PENETRATIONS TO BE ALL WORK PENETRATIONS TO BE COORDINATED WITH HAZMAT CONTRACTOR. 4. HAZARDOUS MATERIAL INFORMATION HAZARDOUS MATERIAL INFORMATION PROVIDED IS TAKEN FROM TEST REPORTS BY FEDERAL OCCUPATIONAL HEALTH (FOH) DATED MARCH 2013 AND BY ABSOLUTE RESOURCES ASSOCIATES DATED OCTOBER 2017. REFER TO THE HAZMAT REPORTS AND SPECIFICATIONS FOR DETAILED INFORMATION. REFER TO SPECIFICATION SECTION 015460, ATTACHMENT 2.

HAZMAT KEYED NOTES: LEAD BASED PAINT (LBP) ON WALLS LEAD BASED PAINT (LBP) ON FLOORS LEAD BASED PAINT (LBP) ON CEILING LEAD BASED PAINT (LBP) ON DOOR AND FRAME LEAD BASED PAINT (LBP) ON WINDOW AND ASSOCIATED SILL AND TRIM NOT USED. NOT USED. LEAD BASED PAINT (LBP) ON STAIRWELL AND ASSOCIATED RAILING ASSEMBLY LEAD BASED PAINT (LBP) ON RADIATORS NOT USED. ACM IN EXTERIOR PERIMETER WINDOW CAULKING. NOT USED.

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PROPERTY OF

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THE UNITED STATES GOVERNMENT

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FOR OFFICIAL USE ONLY

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BID SET

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GS-01P-14-BW-D-0025

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COLBY COMPANY ENGINEERING

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47A YORK ST.

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PORTLAND

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COLLETTE G

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EAST RICHFORD, LPOE

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357 GLEN SUTTON ROAD

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RICHFORD

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PORT REFRESH AT EAST RICHFORD LPOE

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SHELL IMPROVEMENTS

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AND CBP RENOVATION

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BOMBARDIER A.

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RVT11013 & RWA N1685916

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FIRST FLOOR HAZMAT PLAN

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H-101-01.DWG

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PATEL, S

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MCSHERRY, R

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FIRST FLOOR HAZMAT PLAN

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SCALE: 3/16" = 1'-0"

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PLAN

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HAZMAT KEYED NOTES: LEAD BASED PAINT (LBP) ON WALLS NOT USED. LEAD BASED PAINT (LBP) ON CEILING LEAD BASED PAINT (LBP) ON DOOR AND FRAME LEAD BASED PAINT (LBP) ON WINDOW AND ASSOCIATED SILL AND TRIM LEAD BASED PAINT (LBP) ON TRIM AND WOODWORK LEAD BASED PAINT (LBP) ON CABINETRY LEAD BASED PAINT (LBP) ON STAIRWELL AND ASSOCIATED RAILING ASSEMBLY LEAD BASED PAINT (LBP) ON RADIATORS NOT USED. LEAD BASED PAINT (LBP) ON FASCIA TRIM ACM IN EXTERIOR PERIMETER WINDOW CAULKING

04101 207.553.7753

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EXISTING

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HALL

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EXISTING

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BATHROOM

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EXISTING

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BATHROOM

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EXISTING

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KITCHEN

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EXISTING

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ROOM

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ROOM

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EXISTING

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ROOM

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BATHROOM

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BATHROOM

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EXISTING

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HALL

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CLOSET

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CLOSET

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STAIR

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CLOSET

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BATHROOM

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SECOND FLOOR HAZMAT PLAN

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H-102-02.DWG

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PATEL, S

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MCSHERRY, R

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STATE

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CITY

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FLOOR NO.

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PROJ. NO.

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ADD'L FAC.NO.

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ADD'L FACILITY

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ADDRESS

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BLDG N0.

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SUBMISSION

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PROJ. MGR.

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CKD BY

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NUMBER

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BUILDING

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NAME

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DATE DRAWN

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CONSTRUCT.

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SUB A/E

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ARCHITECT/ENGINEER

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CONTRACT

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CITY

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AutoCAD SHX Text SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

AutoCAD SHX Text U.S. General Services Administration

AutoCAD SHX Text Thomas P. O'Neill, Jr. Federal Building

AutoCAD SHX Text 10 Causeway Street

AutoCAD SHX Text Boston, MA 02222-1076

AutoCAD SHX Text Public Buildings Service

AutoCAD SHX Text New England Region

AutoCAD SHX Text Arch D (24 X 36)

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PROPERTY OF

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THE UNITED STATES GOVERNMENT

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FOR OFFICIAL USE ONLY

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BID SET

AutoCAD SHX Text 10/16/2019

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GS-01P-14-BW-D-0025

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COLBY COMPANY ENGINEERING

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47A YORK ST.

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PORTLAND

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COLLETTE G

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EAST RICHFORD, LPOE

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357 GLEN SUTTON ROAD

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RICHFORD

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AutoCAD SHX Text 05476

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VT0008ZZ

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PORT REFRESH AT EAST RICHFORD LPOE

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SHELL IMPROVEMENTS

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AND CBP RENOVATION

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BOMBARDIER A.

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RVT11013 & RWA N1685916

AutoCAD SHX Text 6/12/2019

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SECOND FLOOR HAZMAT PLAN

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SCALE: 3/16" = 1'-0"

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PLAN

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NORTH

HAZMAT KEYED NOTES: LEAD BASED PAINT (LBP) ON WALLS LEAD BASED PAINT (LBP) ON FLOORS LEAD BASED PAINT (LBP) ON CEILING LEAD BASED PAINT (LBP) ON DOOR AND FRAME LEAD BASED PAINT (LBP) ON WINDOW AND ASSOCIATED SILL AND TRIM LEAD BASED PAINT (LBP) ON TRIM AND WOODWORK LEAD BASED PAINT (LBP) ON CABINETRY LEAD BASED PAINT (LBP) ON STAIRWELL AND ASSOCIATED RAILING ASSEMBLY NOT USED. LEAD BASED PAINT (LBP) ON BATHROOM STALLS

04101 207.553.7753

GENERAL NOTES

UTILITY NOTES

CONSTRUCTION NOTES ABBREVIATIONS

EROSION CONTROL NOTES

CONCRETE NOTES (CONTINUED)

CONCRETE NOTES

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STATE

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CITY

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FLOOR NO.

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PROJ. NO.

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ADD'L FAC.NO.

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ADD'L FACILITY

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ADDRESS

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BLDG N0.

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SUBMISSION

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PROJ. MGR.

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CKD BY

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NUMBER

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DRAWN BY

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CONSTRUCT.

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ADDRESS

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PROJ. MGR.

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PRIME A/E

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SUB A/E

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ADDRESS

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SUB A/E

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ARCHITECT/ENGINEER

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CONTRACT

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GRAPHIC SCALE

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STREET

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CITY

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STREET

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CITY

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STREET

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STATE

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NUMBER

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REVISION

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REVISION

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DATE

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SEAL

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KEY PLAN

AutoCAD SHX Text SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

AutoCAD SHX Text U.S. General Services Administration

AutoCAD SHX Text Thomas P. O'Neill, Jr. Federal Building

AutoCAD SHX Text 10 Causeway Street

AutoCAD SHX Text Boston, MA 02222-1076

AutoCAD SHX Text Public Buildings Service

AutoCAD SHX Text New England Region

AutoCAD SHX Text Arch D (24 X 36)

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PROPERTY OF

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THE UNITED STATES GOVERNMENT

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FOR OFFICIAL USE ONLY

AutoCAD SHX Text

BID SET

AutoCAD SHX Text 10/16/2019

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GS-01P-14-BW-D-0025

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COLBY COMPANY ENGINEERING

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47A YORK ST.

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PORTLAND

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COLLETTE G

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EAST RICHFORD, LPOE

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357 GLEN SUTTON ROAD

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RICHFORD

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AutoCAD SHX Text 05476

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VT0008ZZ

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PORT REFRESH AT EAST RICHFORD LPOE

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SHELL IMPROVEMENTS

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AND CBP RENOVATION

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BOMBARDIER A.

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RVT11013 & RWA N1685916

AutoCAD SHX Text 6/12/2019

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CIVIL GENERAL NOTES

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C-001-XX.DWG

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JONES Z.

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LAROCHELLE M.

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1. EXISTING UTILITIES SHOWN ON THE PROJECT DRAWINGS ARE LOCATED EXISTING UTILITIES SHOWN ON THE PROJECT DRAWINGS ARE LOCATED APPROXIMATELY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. UTILITY LOCATIONS ARE BASED ON PHYSICAL LOCATIONS AND DRAWINGS PROVIDED BY THE OWNER. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIRS OF ALL DISTURBED UTILITIES DURING CONSTRUCTION AT NO COST TO OWNER. 2. EXISTING UTILITIES TO REMAIN IN OPERATION SHALL BE PROTECTED FROM EXISTING UTILITIES TO REMAIN IN OPERATION SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIG-SAFE 72 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIG-SAFE 72 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING PRIVATELY OWNED UTILITIES ON SITE. COST FOR LOCATING UTILITIES WITHIN THE PROJECT AREA IS THE CONTRACTOR'S RESPONSIBILITY. 4. WHERE CONTRACTOR ENCOUNTERS EXISTING PIPES AND CONDUIT WITHIN WHERE CONTRACTOR ENCOUNTERS EXISTING PIPES AND CONDUIT WITHIN THE LIMIT OF EXCAVATION FOR THE WORK OF THE PROJECT, CONTRACTOR SHALL REMOVE THE PIPES AND CONDUIT, WITHIN THOSE LIMITS OF EXCAVATION, THAT ARE NO LONGER REQUIRED TO BE ACTIVE AND PLUG AND ABANDON REMAINING PIPES AND CONDUITS IN PLACE AT NO COST TO THE OWNER. 5. CONTRACTOR SHALL PROVIDE HORIZONTAL AND VERTICAL LOCATIONS OF CONTRACTOR SHALL PROVIDE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES ENCOUNTERED OR ABANDONED ON RECORD DRAWINGS AT THE COMPLETION OF WORK.

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1. THE CONTRACTOR SHALL COORDINATE MATERIAL STORAGE AND LAYDOWN THE CONTRACTOR SHALL COORDINATE MATERIAL STORAGE AND LAYDOWN AREAS WITH THE OWNER. PARKING FOR CONTRACTOR EMPLOYEES WITHIN THE PROJECT SITE WILL BE PERMITTED WITH THE APPROVAL FROM OWNER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW DURING CONSTRUCTION MAINTAINING EXISTING TRAFFIC CONTROL SIGNAGE AND INFORMATIONAL SIGNS DURING PROGRESS OF THE WORK WHERE POSSIBLE. PROVIDE ADDITIONAL SIGNAGE AS NECESSARY TO DIRECT VEHICLES AND PEDESTRIANS AROUND CONSTRUCTION SITE. 3. ALL CONSTRUCTION MATERIALS SHALL BE TRANSPORTED TO AND FROM ALL CONSTRUCTION MATERIALS SHALL BE TRANSPORTED TO AND FROM THE SITE IN COVERED VEHICLES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THEIR THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THEIR SECURITY AT ALL TIMES DURING CONSTRUCTION. 5. TRAFFIC CONTROL BARRICADES SHALL BE PROVIDED AND INSTALLED BY TRAFFIC CONTROL BARRICADES SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. BARRICADES SHALL BE IN ACCORDANCE WITH THE VERMONT AGENCY OF TRANSPORTATION (VTRANS) SPECIFICATIONS. 6. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE O.S.H.A. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE O.S.H.A. REGULATIONS AND SAFETY REQUIREMENTS. 7. CONTRACTOR SHALL PROVIDE QUALIFIED PERSONNEL ON SITE CAPABLE CONTRACTOR SHALL PROVIDE QUALIFIED PERSONNEL ON SITE CAPABLE OF PROVIDING HORIZONTAL AND VERTICAL CONTROL. 8. ALL SURPLUS MATERIAL, AS DETERMINED BY THE OWNER, SHALL BECOME ALL SURPLUS MATERIAL, AS DETERMINED BY THE OWNER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE. 9. ALL UTILITY PIPES AND STRUCTURES REMOVED AS PART OF THE ALL UTILITY PIPES AND STRUCTURES REMOVED AS PART OF THE CONSTRUCTION DEMOLITION AND SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL GOVERNMENT REGULATIONS AT THE CONTRACTOR'S EXPENSE. 10. ALL CONSTRUCTION SIGNS SHALL BE DESIGNED TO WITHSTAND 50MPH ALL CONSTRUCTION SIGNS SHALL BE DESIGNED TO WITHSTAND 50MPH VELOCITY WINDS AND BE PREPARED BY A PROFESSIONAL SIGN COMPANY. 11. THE EXPOSED SOIL SURFACE SHALL BE MOISTENED AS REQUIRED WITH THE EXPOSED SOIL SURFACE SHALL BE MOISTENED AS REQUIRED WITH ADEQUATE WATER TO CONTROL DUST. 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE THE SITE SAFE FOR THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE THE SITE SAFE FOR USERS AT ALL TIMES. 13. CONSTRUCTION MATERIAL TESTING SHALL BE BY CONTRACTOR. TESTING CONSTRUCTION MATERIAL TESTING SHALL BE BY CONTRACTOR. TESTING METHODS AND INTERVALS SHALL ADHERE TO INDUSTRY AND VTRANS STANDARDS. COORDINATION OF TESTING SHALL BE BY THE CONTRACTOR. 14. CONTRACTOR MAY USE REASONABLE AMOUNTS OF WATER FROM THE CONTRACTOR MAY USE REASONABLE AMOUNTS OF WATER FROM THE EXISTING WATER SYSTEM.

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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED-UP RECORD DRAWINGS FOR ALL PROPOSED UTILITIES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES AND INVERTS. 2. THE OWNER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT THE OWNER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT EXPRESSED WRITTEN APPROVAL FROM THE OWNER. 3. THE CONTRACTOR SHALL COOPERATE WITH ANY AND ALL OTHER THE CONTRACTOR SHALL COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT. 4. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO PRE-CONSTRUCTION CONDITION DETERMINED BY THE OWNER AT THE CONTRACTOR'S EXPENSE. ANY DAMAGED TREES, SHRUBS AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. 6. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. 7. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE OWNER SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A VERMONT STATE LICENSED LAND SURVEYOR. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS, AND COORDINATE WORK WITH ALL CONTRACTS FOR THE SITE. 9. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN ACCORDANCE WITH THE LATEST OSHA REGULATIONS FOR CONSTRUCTION. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF WORK. 11. THE CONTRACTOR SHALL GRADE AND PAVE ALL AREAS ON THE SITE TO THE CONTRACTOR SHALL GRADE AND PAVE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE. 12. WITHIN 10 DAYS OF THE NOTICE TO PROCEED THE CONTRACTOR SHALL WITHIN 10 DAYS OF THE NOTICE TO PROCEED THE CONTRACTOR SHALL PROVIDE A DETAILED SCHEDULE OF WORK TO THE OWNER. WORK SHALL BE COORDINATED TO MINIMIZE DISTURBANCE TO ONGOING OPERATIONS OF THE FACILITY.

AutoCAD SHX Text @ ABAND ACI ACP ADA APPROX AWG B.C. CB CBP CMP COMM CONC COND CPP CSTP , DIADMH DWG DWGS ELEC ELEV, ELE EMH EQUIP ETC. EXIST FI FF GALV HDPE IN INV. LF L MAX MH MIN N/A NIC NTS OC OH OHE PSI PVC RCP RPM SL SD SMH SQ T.C. T.O.C. TVVD TYP UG UGE VCP VIF VTRANS W/

AutoCAD SHX Text AT ABANDONED AMERICAN CONCRETE INSTITUTE ASBESTOS CLAY PIPE AMERICANS WITH DISABILITIES ACT APPROXIMATELY AMERICAN WIRE GAUGE BOTTOM OF CURB ELEVATION CATCH BASIN CUSTOMS AND BORDER CONTROL CORRUGATED METAL PIPE COMMUNICATION CONCRETE CONDUIT CORRUGATED PLASTIC PIPE COPPER SIZED TUBING PLASTIC DIAMETER DRAIN MANHOLE DRAWING DRAWINGS ELECTRIC ELEVATION ELECTRIC MANHOLE EQUIPMENT ET CETERA EXISTING FIELD INLET FINISH FLOOR GALVANIZED HIGH-DENSITY POLYETHYLENE PIPE INCHES INVERT LINEAR FEET LENGTH MAXIMUM MANHOLE MINIMUM NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OVERHEAD OVERHEAD ELECTRIC POUNDS PER SQUARE INCH POLY VINYL CHLORIDE REINFORCED CONCRETE PIPE RADIATION PORTAL MONITOR PIPE SLOPE IN FT/FT STORM DRAIN SANITARY SEWER MANHOLE SQUARE TOP OF CURB ELEVATION TOP OF CONCRETE TELEPHONE VIDEO VOICE AND DATA TYPICAL UNDERGROUND UNDERGROUND ELECTRIC VITRIFIED CLAY PIPE VERIFY IN FIELD VERMONT AGENCY OF TRANSPORTATION WITH

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1. EROSION AND SEDIMENTATION CONTROL FOR THIS PROJECT SHALL BE BASED EROSION AND SEDIMENTATION CONTROL FOR THIS PROJECT SHALL BE BASED UPON SOUND CONSERVATION PRACTICES, AND ADHERES TO THE STANDARDS DETAILED IN THE THE VERMONT STANDARDS & SPECIFICATIONS FOR EROSION PREVENTION & SEDIMENT CONTROL (LATEST EDITION). THE CONTRACTOR SHALL MAKE HIMSELF FAMILIAR WITH THE AFOREMENTIONED PUBLICATION AND COMPLY WITH THE PRACTICES PRESENTED THEREIN. 2. A PERSON WHO CONDUCTS, OR CAUSES TO BE CONDUCTED, AN ACTIVITY A PERSON WHO CONDUCTS, OR CAUSES TO BE CONDUCTED, AN ACTIVITY THAT INVOLVES FILLING, DISPLACING OR EXPOSING SOIL OR OTHER EARTHEN MATERIALS SHALL TAKE MEASURES TO PREVENT UNREASONABLE EROSION OF SOIL OR SEDIMENT BEYOND THE PROJECT SITE OR INTO A PROTECTED NATURAL RESOURCE. EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE THE ACTIVITY BEGINS. MEASURES MUST REMAIN IN PLACE AND FUNCTIONAL UNTIL THE SITE IS PERMANENTLY STABILIZED. ADEQUATE AND TIMELY TEMPORARY AND PERMANENT STABILIZATION MEASURES MUST BE TAKEN.

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6. CONCRETE MIX DESIGN: CONCRETE MIX DESIGN: A. STRENGTH: 4,000 PSI AT 28 DAYS STRENGTH: 4,000 PSI AT 28 DAYS B. AGGREGATE: 3/4 INCH NOMINAL MAXIMUM AGGREGATE: 3/4 INCH NOMINAL MAXIMUM C. W/C RATIO: 0.45 MAXIMUM W/C RATIO: 0.45 MAXIMUM D. ENTRAINED AIR: 6% % FOR CONCRETE EXPOSED TO ENTRAINED AIR: 6% ±12% FOR CONCRETE EXPOSED TO WEATHER OR SOIL. E. SLUMP: 5 INCHES ( 1 inch) BEFORE ADDITION OF HIGH SLUMP: 5 INCHES (±1 inch) BEFORE ADDITION OF HIGHRANGE WATER REDUCER OR PLASTICIZER. F. ADD AIR ENTRAINING ADMIXTURE AT MANUFACTURER'S ADD AIR ENTRAINING ADMIXTURE AT MANUFACTURER'S PRESCRIBED RATIO TO RESULT IN CONCRETE AT POINT OF PLACEMENT HAVING THE ABOVE NOTED AIR CONTENTS. G. ADDITIONAL SLUMP MAY BE ACHIEVED BY THE ADDITION ADDITIONAL SLUMP MAY BE ACHIEVED BY THE ADDITION OF A MIDRANGE OR HIGH RANGE WATER REDUCING ADMIXTURE. MAXIMUM SLUMP AFTER ADDITION OF ADMIXTURE SHALL BE 8 INCHES. H. MIX ADJUSTMENTS MAY BE REQUESTED BY THE MIX ADJUSTMENTS MAY BE REQUESTED BY THE CONTRACTOR, WHEN CHARACTERISTICS OF THE MATERIALS, JOB CONDITIONS, WEATHER OR OTHER CIRCUMSTANCES WARRANT, AT NO ADDITIONAL COST TO THE OWNER AND AS ACCEPTED BY THE ENGINEER. LABORATORY TEST DATA FOR THE REVISED MIX DESIGN AND STRENGTH DATA MUST BE SUBMITTED AND ACCEPTED BY THE ENGINEER BEFORE USING IN WORK. I. WATER MAY BE ADDED AT THE PROJECT SITE ONLY IF WATER MAY BE ADDED AT THE PROJECT SITE ONLY IF THE MAXIMUM SPECIFIED WATER-CEMENT RATIO AND SLUMP ARE NOT EXCEEDED. CONTRACTOR SHALL HAVE BATCH TICKET INDICATING WATER AND CEMENT MIXED IN THE PLANT, AND SHALL RECORD THE WATER ADDED AS EVIDENCE THAT THE WATER-CEMENT RATIO HAS NOT BEEN EXCEEDED. J. ADDITIONAL DOSES OF SUPER PLASTICIZER SHOULD BE ADDITIONAL DOSES OF SUPER PLASTICIZER SHOULD BE USED WHEN DELAYS OCCUR AND REQUIRED SLUMP HAS NOT BEEN MAINTAINED. A MAXIMUM OF TWO ADDITIONAL DOSAGES ARE PERMITTED PER ACI 212.3R RECOMMENDATIONS. 7. CONCRETE SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND. CONCRETE SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND. 8. PROVIDE PVC SLEEVES WHERE PIPES PASS THROUGH EXTERIOR PROVIDE PVC SLEEVES WHERE PIPES PASS THROUGH EXTERIOR CONCRETE, OR SLABS, UNLESS SHOWN OTHERWISE. 9. COMPLETE SHOP DRAWINGS AND SCHEDULES OF ALL REINFORCING STEEL COMPLETE SHOP DRAWINGS AND SCHEDULES OF ALL REINFORCING STEEL SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. PROVIDE NECESSARY ACCESSORIES TO HOLD REINFORCEMENT SECURELY IN POSITION. 10. MINIMUM CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT SHALL MINIMUM CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: A. SURFACES CAST AGAINST AND PERMANENTLY IN CONTACT SURFACES CAST AGAINST AND PERMANENTLY IN CONTACT WITH EARTH: 3" B. FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED WEATHER: 2" C. SURFACES NOT IN CONTACT WITH EARTH OR EXPOSED TO SURFACES NOT IN CONTACT WITH EARTH OR EXPOSED TO WEATHER: 1 " 12" 11. REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS AND AT REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS AND AT INTERSECTIONS. PROVIDE LAPPED BARS AT SPLICES OR HOOKED BARS AT DISCONTINUOUS ENDS. PROVIDE TENSION LAP SPLICES PER THE LATEST ACI CODE FOR ALL REINFORCING UNLESS OTHERWISE SHOWN ON PLAN. 12. INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED AT LEAST 24 INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED AT LEAST 24 HOURS PRIOR TO THE SCHEDULED CONCRETE PLACEMENT. NOTIFY ENGINEER AND STRUCTURAL ENGINEER OF COMPLETION AT LEAST 24 HOURS PRIOR TO THE SCHEDULED COMPLETION OF THE INSTALLATION OF REINFORCEMENT.

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1. CONCRETE WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS CONCRETE WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318)," AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301)." GENERAL CONTRACTOR, AND CONSTRUCTION MANAGER SHALL HAVE AVAILABLE ON SITE AT ALL TIMES A COPY OF ACI "FIELD REFERENCE MANUAL SP-15". 2. CONCRETE SHALL PLACED IN THE PRESENCE OF A REPRESENTATIVE OF CONCRETE SHALL PLACED IN THE PRESENCE OF A REPRESENTATIVE OF AN APPROVED TESTING AGENCY. 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE I OR II. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE I OR II. AGGREGATES SHALL CONFORM TO ASTM C33 CLASS 3S. 4. READY-MIX CONCRETE MUST COMPLY WITH THE REQUIREMENTS OF ASTM READY-MIX CONCRETE MUST COMPLY WITH THE REQUIREMENTS OF ASTM C94, AND AS SPECIFIED HEREIN. PROVIDE BATCH TICKET FOR EACH BATCH DISCHARGED AND USED IN WORK, INDICATING PROJECT NAME, MIX TYPE, MIX TIME, BATCH QUANTITY, AND PROPORTIONS OF INGREDIENTS. JOB-SITE MIXING WILL NOT BE PERMITTED. 5. REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60 REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60 DEFORMED BARS AND SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 315, LATEST EDITION. WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED.

AutoCAD SHX Text Lee D. Allen 9218

6-12-19

47A York St Portland, ME

04101 207.553.7753

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RETAINING WALL

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CONCRETE CURB

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MISSISQUOI RIVER

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U.S. ROUTE 105AROUTE 105A

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GUARD RAIL

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PROPERTY LINE

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RIGHT OF WAY

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PATH TO CANOE PORTAGE

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APPROXIMATE RIVER EDGE

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APPROXIMATE TREELINE

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CANADA

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USA

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AutoCAD SHX Text INSTALL BOLLARD, SEE DETAIL (TYP. x6)

AutoCAD SHX Text PROVIDE AND INSTALL 10'x14' MACRO FIBER REINFORCED CONCRETE PAD, MIN. 10" THICK, WITH A 6" REVEAL AND 3/4" CHAMFER, TYP.

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TEMPORARILY RELOCATE EXISTING SIGN

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AutoCAD SHX Text INSTALL NEW LIGHT POLE WITH PRECAST BASE FOR SECURITY CAMERA (INSTALLED BY OTHERS)

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INSTALL DOUBLE SILT FENCE WITHIN 70' OF RIVER BANK

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INSTALL NEW CONDUIT FOR SECURITY CAMERA, SEE ELECTRICAL DRAWINGS FOR DETAIL

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WAITING AREA

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CBP WORK STATION

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RPM MONITORING STATION

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EQUIPMENT AREA

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BREAK ROOM

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AutoCAD SHX Text Scale: 1" = 20'-0"

AutoCAD SHX Text KEYED NOTE: PATCH HOLES IN 200± SF OF STONE WALLWITH AN EXTERIOR RATED, STRUCTURAL REPAIR MORTAR. CLEAR ALL LOOSE MATERIAL AND DEBRIS FROM WALL PRIOR TO PLACING REPAIR MORTAR. CLEAN ALL SURFACES TO MANUFACTURERS SPECIFICATIONS. SAWCUT, REMOVE, AND REPLACE 250± SF OFEXISTING BITUMINOUS PAVEMENT. PROVIDE AND INSTALL TEMPORARY 40'x10' OFFICE TRAILER AND PROVIDE THE FOLLOWING: WORKSTATIONS FOR TWO CBP OFFICERS WITH AMPLE STORAGE FOR GEAR AND PERSONAL EQUIPMENT A SITTING WAITING AREA LARGE ENOUGH FOR 4 PEOPLE PRIMARY COUNTER WITH THE FOLLOWING: * I-94 PROCESSING STATION * RPM MONITORING STATION * CAMERA TERMINAL STATION * ENFORCEMENT (10 PRINT) STATION * ACE (CARGO) STATION * CASH REGISTER STATION * BAY STATION RADIO DESK AC/HEAT PUMP AT LEAST 2 PHONES AND PHONE LINES BREAK AREA TEMPORARY ELECTRICAL AND LAN SERVICE SUPPLIED FROM MAIN BUILDING CONTRACTOR MUST PROVIDE SUBMITTAL TO THE GOVERNMENT FOR APPROVAL. PROVIDE, INSTALL, AND MAINTAIN TEMPORARY PORTABLE ADA ACCESSIBLE RESTROOM TRAILER WITH A MINIMUM SIZE OF 15'x6.25', AT LEAST 2 RESTROOMS, TEMPORARY ELECTRICAL SERVICE, AND AC/HEAT PUMP. CONTRACTOR MUST PROVIDE SUBMITTAL TO THE GOVERNMENT FOR APPROVAL.

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DEMOLITION KEYED NOTES: REMOVE EXISTING BOOTH, SEE ARCHITECTURAL DRAWINGS.

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STATE

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CITY

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FLOOR NO.

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PROJ. NO.

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ADD'L FAC.NO.

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ADD'L FACILITY

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ADDRESS

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BLDG N0.

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SUBMISSION

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CKD BY

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NUMBER

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NAME

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SUB. DATE

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DISCIPLINE

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SEQUENCE

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DATE CKD

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DATE DRAWN

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ZIP CODE

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CITY

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STATE

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CONSTRUCT.

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PRIME A/E

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ADDRESS

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SUB A/E

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ADDRESS

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SUB A/E

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ADDRESS

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ARCHITECT/ENGINEER

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CONTRACT

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STREET

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This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 28, 2023.