T10_01_SF30.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

5P2QC

Johanna Nieves, Contracting Officer

Solicitation 47PB0025R0005, Asphalt Repairs and Replacement, Van Buren Land Port of Entry, 173 Acadian Way, Van Buren, Maine

This amendment is being issued to incorporate the pre-proposal meeting minutes and response to Request for Information received. The amendment also corrects the contractor's working hours under...

[See Description of Modification Continuation Page]

5P2QC

R5 AMD Repair & Alterations Contracting Branch 230 S Dearborn St Chicago, IL 60604 USA

R5 AMD Repair & Alterations Contracting Branch 230 S Dearborn St Chicago, IL 60604 USA

EQ1PS-25-0031

47PB0025R0005

RME05581 ME0843BX

1 37

4/1/2025

3/19/2024

4/1/2025

Description of Modification Continuation Page

... Section 011400 to match the Government Occupied Hours, 24 hours Operations. The closing date/time remains unchanged.

47PB0025R0005/0001

Meeting Minutes Pre-Proposal Conference

March 27, 2025 at 1:30pm Solicitation No: 47PB0025R0005

Asphalt Repairs and Replacement Van Buren Land Port of Entry

Contracting Officer: Johanna Nieves Project Manager: Kevin Dessureault

The purpose of the conference was to allow contractors the opportunity to ask questions regarding the solicitation and the technical elements of this project, including the forms that need to be included with their proposal package.

No oral statement made by Government Representatives during this conference had the effect of amending the Request for Proposal (RFP) . In the event the discussion during this conference indicated a need to modify the RFP, it was communicated an amendment to the RFP would be issued in writing. The Offeror in attendance was reminded that all amendments must be acknowledged by the time/date proposals are due.

● Offerors shall submit the following documentation with their proposal:

̄ Price Proposal (Standard Form 1442 including a detailed cost breakdown by DIvision) ̄ Technical Proposal (A minimum of 3 relevant past performance references, GC

Experience Summary form on similar projects, qualifications and experience of key personnel, and project approach/management plan)

̄ GSA Form 527, Contractor’s Qualification and Financial Information ̄ Standard Form 24, Bid Bond ̄ Offeror’s Reps and Certs ̄ Acknowledgement of Amendment(s), if any ̄ Please make sure SAM.gov account is active

Method of Award: Non-Price Factors, when combined, are significantly more important than Total Evaluated Price

Proposals are to be received no later than 4:00 PM (Eastern Time) on April 18, 2025. Proposals are to be electronically submitted by email to Johanna Nieves, Contracting Officer at johanna.nieves@gsa.gov.

There is no guarantee of negotiations being opened. The Government intends to award based upon the receipt of the initial proposal so the initial price should be your best offer.

Scope of Work: Repair and replace the inbound and outbound lanes including minor curb and sidewalk repairs at the Van Buren Land Port of Entry, 173 Acadian Way, Van Buren, Maine.

Period of Performance: 100 calendar days to reach substantial completion from receipt of award and 20 calendar days following substantial completion to reach contract completion.

Attention : The Government will be issuing full Notice to Proceed (NTP) at the time of task order award, which allows for review and approval of all required shop drawings, material samples, and other project submittals including security clearances, long lead items, mobilization new work, clean up and project close-out administration. The Contractor shall not proceed with any on-site work until they have been granted written approval to do so by the Contracting Officer’s Representative (COR).

No additional time to reach Substantial Completion will be added to the performance period due to the following contractor actions or inactions: 1) Late, incomplete or inaccurate submittals of security clearance forms, 2) Submittal of employees whose adjudication is found to be unsuitable, 3) Unacceptable bond coverage, or 4) Late, incomplete, or inaccurate project submittals. Such delays may result in liquidated damages being assessed.

Working Hours: Contractor's General Working Hours: The Contractor working hours shall be established to occur during Government Occupied Hours (6:00am to 4:00pm) unless otherwise specified by the Contracting Officer (CO) or the Contracting Officer Representative (COR).

The Project Manager clarified the working hours should be 24 hours to match the scope of work document. As a result, it was communicated that an amendment would go out addressing this discrepancy found in the Work Restriction spec section.

Questions: To allow sufficient time to respond to questions, offerors are asked to submit Request for Information (RFI) questions no later than fifteen (15) days prior to the proposal closing date and time.

REQUEST FOR INFORMATION (RFI) LOG

Solicitation No: 47P=B0025R0005

Project Title: Asphalt Repairs and Replacement Location: Van Buren Land Port of Entry

Master No. RFI / Clarification Response

Could we have access to the as built plan drawing and pavement build up detail of the existing outbound and inbound road of the LPOE? AM0001 incorporates Civil drawings

GRADING

BOUNDARIES

ROADS

EXISTING

SYMBOL

FEATURE

GUIDE RAIL OR BARRIER

PROPOSED

BUILDING AND SPECIAL SITES

FEATURE

UTILITIES ABOVE GROUND

DRAINAGE FACILITIES

UTILITY LINES

SYMBOL

EXISTING PROPOSED

TOP SLOPE

CIVIL LEGEND

SYMBOL DESCRIPTION

SYMBOLS

ABBREVIATIONS

DESCRIPTIONSYMBOL

CIVIL DRAWING LIST

No. DWG No. DRAWING TITLE SCALE

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

C

C

C

C

M A

TC

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TC

H

LI

N E

M A

TC

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N

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LI

N E

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

NOTES:

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ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

NOTES:

D

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REMOVE EXISTING

BUILDING (TYP.)

REMOVE RAILROAD

TRACKS, TIES AND

BEDDING (TYP.)

EXISTING

STORM DRAIN

LINE AND

OUTFALL TO

REMAIN.

LIMIT OF

DISTURBANCE

(18.4 ACRES)

C E

STORM SEWER PIPE

WITHIN MAIN STREET

TO BE ABANDONED

LEGEND:

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

NOTES:

D

C D

C D

C D

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LI

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E M

A

TC

H

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N E

M A

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H

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A

TC

H

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N E

REMOVE EXISTING

BUILDING (TYP.)

REMOVE RAILROAD

TRACKS, TIES AND

BEDDING (TYP.)

REMOVE RAILROAD

BRIDGE, TRACKS, TIES

AND ABUTMENTS

EXISTING

STORM DRAIN

LINE AND

OUTFALL TO

REMAIN.

REMOVE

UTILITY POLE

REMOVE

10" BIRCH

CAP AND TERMINATE

EXISTING WATER MAIN

LEGEND:

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

NOTES:

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X

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IN

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ROUTE 1A

MAIN STREET

R O

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TE

S

TA

TE

S

TR

E E

T

ROUTE 1A

MAIN STREET

ST. JOHN RIVER

LPOE ROAD TO U.S.A.

LPOE ROAD TO CANADA

HAZMAT

FUTURE FIRING RANGE

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

GENERAL NOTES:

C G

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X X

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X X

XXX

X

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XXXXXXXXXXXX

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SAINT JOHN AVENUE

MCBRIDE STREET

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ID

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FUTURE

BUILDING

COMMERCIAL

BUILDING

MAIN PORTBUILDING

SECONDARYINSPECTIONBUILDING

SEAPLANE

BASE

SEE VIEW 2

SEE VIEW 1

XXX

X

X X

X X

X X

X X

X X

X

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

GENERAL NOTES:

PRIMARY INSPECTION BOOTH GRADING

SECONDARY INSPECTION BUILDING GRADING

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ROUTE 1A

MAIN STREET

ST. JOHN RIVER

X X

X

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

GENERAL NOTES:

C G

C G

C G

M A

TC

H

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SAINT JOHN AVENUE

MCBRIDE STREET

B R

ID

G

E S

TR

E

E T

ST. JOHN RIVER

IN

TE

R N

AT

IO

N

AL

BR

ID

G E

FUTURE

BUILDING

COMMERCIAL

BUILDING

MAIN PORTBUILDING

SECONDARYINSPECTIONBUILDING

SEAPLANE

BASE

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

GENERAL NOTES:

A-A

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

RAMP ELEVATION PLAN

KEY PLANRETAINING WALL ELEVATION PLAN

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M A

TC

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A

TC

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X X

X

PERIMETER

FENCE

(TYP.)

INLET

PROTECTION

(TYP.)

TREE

PROTECTION

(TYP.)

TEMPORARY

ACCESS GATE

SILT

FENCE

(TYP.)

LEGEND:

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

GENERAL NOTES:

EROSION AND SEDIMENT CONTROL NOTES

1. THE ELEMENTS OF ALL EROSION CONTROL DRAWINGS SHALL BE USED DURING CONSTRUCTION IN ANY AREA WHERE FINE

MATERIALS MAY ENTER THE WATERS OF THE STATE OF MAINE OR THE UNITED STATES.

2. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT WATER QUALITY VIOLATIONS INCLUDING, BUT NOT LIMITED TO INCREASES IN TURBIDITY THAT WILL CAUSE A SUBSTANTIAL VISIBLE CONTRAST TO NATURAL SITE CONDITIONS; INCREASES IN SUSPENDED, COLLOIDAL AND SETTLEABLE SOLIDS THAT WILL CAUSE DEPOSITION OR IMPAIR THE WATERS FOR THEIR BEST USAGES; AND PREVENTION OF RESIDUE FROM OIL AND FLOATING SUBSTANCES, VISIBLE OIL FILM, OR GLOBULES OF GREASE.

CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL PRACTICES AS REQUIRED TO PREVENT WATER

QUALITY VIOLATIONS.

3. DURING CONSTRUCTION, NO WET OR FRESH CONCRETE SHALL BE ALLOWED TO ESCAPE INTO ANY WATERS, NOR SHALL WASHINGS FROM CONCRETE TRUCKS, MIXERS, OR OTHER DEVICES BE ALLOWED TO ENTER ANY WATERS.

4. ANY DEBRIS OR EXCESS MATERIALS FROM CONSTRUCTION SHALL BE IMMEDIATELY AND COMPLETELY REMOVED FROM ALL

WATER AND WETLAND AREAS TO APPROPRIATE UPLAND AREAS FOR DISPOSAL.

5. ALL DREDGED AND EXCAVATED MATERIAL SHALL BE DISPOSED OF ON AN UPLAND SITE AND BE SUITABLY STABILIZED SO THAT IT

CANNOT RE-ENTER ANY BODY OF WATER.

6. INSPECTION, PERIODIC CLEANING AND MAINTENANCE OF TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL DEVICES SHALL BE CONDUCTED AT LEAST ONCE PER 7 CALENDAR DAYS AND AFTER EACH RAINFALL EVENT >0.5 INCHES. ADDITIONAL PRACTICES WILL BE ADDED IF DETERMINED TO BE NEEDED BY ON-SITE INSPECTIONS. FAILURE TO PROPERLY INSTALL, MAINTAIN, AND OPERATE EROSION AND SEDIMENT CONTROL MEASURES MAY RESULT IN WORK STOPPAGE UNTIL MEASURES ARE

ACCEPTABLE.

7. ALL CONTROLS SHALL BE PLACED PRIOR TO STARTING CLEARING & EARTHWORK OPERATIONS AND SHALL REMAIN IN PLACE UNTIL THE NEW SLOPES ARE STABILIZED WITH SEEDING AND/OR SLOPE PROTECTION AND AS ORDERED BY CONSTRUCTION MANAGER

OR CONTRACTING OFFICER.

8. THE COST OF INSTALLING, CLEANING, AND REMOVING TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL DEVICES SHALL BE INCLUDED UNDER THE CONTRACT. ANY FINES AND/OR PENALTIES LEVIED DUE TO NONCOMPLIANCE SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

9. SILT FENCE SHALL NOT BE USED IN AREAS OF CONCENTRATED FLOW. THE CONTRACTING OFFICER MAY CALL FOR BRACING

FENCE WITH HAY BALES OR WIRE FENCING.

10. ALL AREAS OF SOIL DISTURBANCES RESULTING FROM THIS PROJECT SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS SEED AND MULCHED WITH HAY OR STRAW WITHIN 14 DAYS OF FINAL GRADING EXCEPT WETLANDS THAT SHALL BE SEEDED AND MULCHED AS PER THE REQUIREMENTS OF THE SPECIFICATION. SEED AND MULCH SHALL BE MAINTAINED UNTIL A SUITABLE COVER IS ESTABLISHED. ANY DISTURBED AREA LEFT EXPOSED FOR GREATER THAN 14 DAYS SHALL RECEIVE TEMPORARY SEED AND MULCH AS PER THE REQUIREMENTS OF THE SPECIFICATION. THERE SHALL NOT BE GREATER THAN 5-ACRES OF DISTURBED SOIL AT ANY GIVEN TIME WITHOUT PRIOR WRITTEN APPROVAL FROM THE LOCAL SOIL CONSERVATION DISTRICT.

11. IN THE EVENT WHERE A DEWATERING OPERATION BECOMES NECESSARY, A SETTLING BASIN OR FILTER BAG SHALL BE REQUIRED UNLESS THE PUMP DISCHARGE IS AS CLEAN AND FREE OF SEDIMENT AS THE RECEIVING WATER.

12. SILT FENCE SHALL BE INSTALLED ALONG CONTOUR AT THE TOES OF ALL SLOPES TO BE DISTURBED, AND UPSLOPE OF ALL

WETLANDS AND WATERCOURSES.

13. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL POINTS OF INGRESS AND EGRESS TO ACTIVE CONSTRUCTION SITES AND ARE TO BE MAINTAINED BY THE SITE CONTRACTOR UNTIL INSTALLATION OF PAVEMENT.

14. FABRIC DROP INLET PROTECTION SHALL BE PLACED AROUND ALL NEWLY INSTALLED STORM DRAIN INLETS UNTIL FINAL GRADE IS

ACHIEVED.

15. FOREBAYS OF PERMANENT STORMWATER MANAGEMENT AREAS SHALL BE UTILIZED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION BY INSTALLING FILTER FABRIC AND NO. 2 STONE AT THE OUTLETS. MATERIAL MUST BE REMOVED WHEN THE VOLUME OF THE ACCUMULATED SEDIMENT EXCEEDS ONE HALF THE DESIGN CAPACITY OF THE SEDIMENT TRAP. ALL ACCUMULATED SEDIMENT MUST BE REMOVED TO THE DESIGN DEPTH, AND DISPOSED OF IN AN APPROVED MANNER. PRIOR TO CONVERSION OF TEMPORARY SEDIMENT BASINS TO PERMANENT STORMWATER TREATMENT FACILITIES, FINAL STABILIZATION OF ALL ADDITIONAL EXCAVATION AND SHAPING SHALL BE COMPLETED AS NECESSARY TO ACHIEVE FINAL GRADE OF STORMWATER

MANAGEMENT FACILITIES.

16. FINAL STABILIZATION SHALL BE DEFINED AS 80 PERCENT VEGETATIVE COVER OVER THE ENTIRE AREA THAT WAS DISTURBED FOR CONSTRUCTION ACTIVITY. PERMANENT STABILIZATION SHALL BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE

SPECIFICATION.

17. REFER TO DRAWING CG 503 FOR ROCK OUTLET PROTECTION TABLE.

18. ON SLOPES STEEPER THAN 1:4, ROLLED EROSION CONTROL PRODUCT SHALL BE USED. SEE DWG CG503.

19. ALL GRANULAR MATERIAL STOCKPILES SHALL BE SURROUNDED BY SILT FENCE. STOCKPILES SHALL BE TEMPORARILY SEEDED IF

NOT WORKED IN FOR GREATER THAN 14 DAYS. ALL STOCKPILES SHALL BE AT LEAST 100 FEET FROM WATER AND WETLANDS.

20. UPON FINAL SITE STABILIZATION ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED.

21. STONE OUTLET PROTECTION SHALL BE INSTALLED IMMEDIATELY UPON INSTALLATION OF CULVERTS AND SHALL REMAIN IN PLACE

BOTH DURING AND AFTER CONSTRUCTION.

22. THE EROSION AND SEDIMENT CONTROL BMPS SHALL BE CONSTRUCTED PER THE CRITERIA OUTLINED IN THE MAINE DEP BMP

MANUAL.

SPECIAL NOTES

THE SUGGESTED EROSION & SEDIMENT CONTROL MEASURES AS SHOWN ON THIS PLAN AND ACCOMPANYING SWPPP SHALL BE ADJUSTED TO MEET THE MEANS, METHODS, SCHEDULE AND EQUIPMENT PROPOSED BY THE CONTRACTOR. A MODIFIED SWPPP WILL

BE SUBMITTED TO THE CLIENT UPON REQUEST.

THE CONTRACTOR SHALL PROVIDE EROSION & SEDIMENT CONTROL MEASURES FOR:

- CONSTRUCTION EQUIPMENT/STAGING AREAS.

- ACCESS POINTS FROM/TO ESTABLISHED ROADWAYS.

- UPGRADIENT DELINEATED WETLANDS.

- WHERE REQUIRED BY PHASING OF CONSTRUCTION.

- AT ADDITIONAL AREAS AS ORDERED BY THE CONSTRUCTION

MANAGER OR CONTRACTING OFFICER.

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TEMPORARY

SEDIMENT

BASIN 1

SILT FENCE

(TYP.)

INLET

PROTECTION

(TYP.)

PERIMETER

FENCE

(TYP.)

SITE

BOUNDARY

BOTTOM EL.

463.5

EMERGENCY

SPILLWAY

TEMPORARY

ACCESS GATE

LEGEND:

LIMIT OF

DISTURBANCE

(18.1 AC)

X X

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XXXXXXXXXXXX

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

GENERAL NOTES:

EROSION AND SEDIMENT CONTROL NOTES

1. THE ELEMENTS OF ALL EROSION CONTROL DRAWINGS SHALL BE USED DURING CONSTRUCTION IN ANY AREA WHERE FINE

MATERIALS MAY ENTER THE WATERS OF THE STATE OF MAINE OR THE UNITED STATES.

2. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT WATER QUALITY VIOLATIONS INCLUDING, BUT NOT LIMITED TO INCREASES IN TURBIDITY THAT WILL CAUSE A SUBSTANTIAL VISIBLE CONTRAST TO NATURAL SITE CONDITIONS; INCREASES IN SUSPENDED, COLLOIDAL AND SETTLEABLE SOLIDS THAT WILL CAUSE DEPOSITION OR IMPAIR THE WATERS FOR THEIR BEST USAGES; AND PREVENTION OF RESIDUE FROM OIL AND FLOATING SUBSTANCES, VISIBLE OIL FILM, OR GLOBULES OF GREASE.

CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL PRACTICES AS REQUIRED TO PREVENT WATER

QUALITY VIOLATIONS.

3. DURING CONSTRUCTION, NO WET OR FRESH CONCRETE SHALL BE ALLOWED TO ESCAPE INTO ANY WATERS, NOR SHALL WASHINGS FROM CONCRETE TRUCKS, MIXERS, OR OTHER DEVICES BE ALLOWED TO ENTER ANY WATERS.

4. ANY DEBRIS OR EXCESS MATERIALS FROM CONSTRUCTION SHALL BE IMMEDIATELY AND COMPLETELY REMOVED FROM ALL

WATER AND WETLAND AREAS TO APPROPRIATE UPLAND AREAS FOR DISPOSAL.

5. ALL DREDGED AND EXCAVATED MATERIAL SHALL BE DISPOSED OF ON AN UPLAND SITE AND BE SUITABLY STABILIZED SO THAT IT

CANNOT RE-ENTER ANY BODY OF WATER.

6. INSPECTION, PERIODIC CLEANING AND MAINTENANCE OF TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL DEVICES SHALL BE CONDUCTED AT LEAST ONCE PER 7 CALENDAR DAYS AND AFTER EACH RAINFALL EVENT >0.5 INCHES. ADDITIONAL PRACTICES WILL BE ADDED IF DETERMINED TO BE NEEDED BY ON-SITE INSPECTIONS. FAILURE TO PROPERLY INSTALL, MAINTAIN, AND OPERATE EROSION AND SEDIMENT CONTROL MEASURES MAY RESULT IN WORK STOPPAGE UNTIL MEASURES ARE

ACCEPTABLE.

7. ALL CONTROLS SHALL BE PLACED PRIOR TO STARTING CLEARING & EARTHWORK OPERATIONS AND SHALL REMAIN IN PLACE UNTIL THE NEW SLOPES ARE STABILIZED WITH SEEDING AND/OR SLOPE PROTECTION AND AS ORDERED BY CONSTRUCTION MANAGER

OR CONTRACTING OFFICER.

8. THE COST OF INSTALLING, CLEANING, AND REMOVING TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL DEVICES SHALL BE INCLUDED UNDER THE CONTRACT. ANY FINES AND/OR PENALTIES LEVIED DUE TO NONCOMPLIANCE SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

9. SILT FENCE SHALL NOT BE USED IN AREAS OF CONCENTRATED FLOW. THE CONTRACTING OFFICER MAY CALL FOR BRACING

FENCE WITH HAY BALES OR WIRE FENCING.

10. ALL AREAS OF SOIL DISTURBANCES RESULTING FROM THIS PROJECT SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS SEED AND MULCHED WITH HAY OR STRAW WITHIN 14 DAYS OF FINAL GRADING EXCEPT WETLANDS THAT SHALL BE SEEDED AND MULCHED AS PER THE REQUIREMENTS OF THE SPECIFICATION. SEED AND MULCH SHALL BE MAINTAINED UNTIL A SUITABLE COVER IS ESTABLISHED. ANY DISTURBED AREA LEFT EXPOSED FOR GREATER THAN 14 DAYS SHALL RECEIVE TEMPORARY SEED AND MULCH AS PER THE REQUIREMENTS OF THE SPECIFICATION. THERE SHALL NOT BE GREATER THAN 5-ACRES OF DISTURBED SOIL AT ANY GIVEN TIME WITHOUT PRIOR WRITTEN APPROVAL FROM THE LOCAL SOIL CONSERVATION DISTRICT.

11. IN THE EVENT WHERE A DEWATERING OPERATION BECOMES NECESSARY, A SETTLING BASIN OR FILTER BAG SHALL BE REQUIRED UNLESS THE PUMP DISCHARGE IS AS CLEAN AND FREE OF SEDIMENT AS THE RECEIVING WATER.

12. SILT FENCE SHALL BE INSTALLED ALONG CONTOUR AT THE TOES OF ALL SLOPES TO BE DISTURBED, AND UPSLOPE OF ALL

WETLANDS AND WATERCOURSES.

13. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL POINTS OF INGRESS AND EGRESS TO ACTIVE CONSTRUCTION SITES AND ARE TO BE MAINTAINED BY THE SITE CONTRACTOR UNTIL INSTALLATION OF PAVEMENT.

14. FABRIC DROP INLET PROTECTION SHALL BE PLACED AROUND ALL NEWLY INSTALLED STORM DRAIN INLETS UNTIL FINAL GRADE IS

ACHIEVED.

15. FOREBAYS OF PERMANENT STORMWATER MANAGEMENT AREAS SHALL BE UTILIZED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION BY INSTALLING FILTER FABRIC AND NO. 2 STONE AT THE OUTLETS. MATERIAL MUST BE REMOVED WHEN THE VOLUME OF THE ACCUMULATED SEDIMENT EXCEEDS ONE HALF THE DESIGN CAPACITY OF THE SEDIMENT TRAP. ALL ACCUMULATED SEDIMENT MUST BE REMOVED TO THE DESIGN DEPTH, AND DISPOSED OF IN AN APPROVED MANNER. PRIOR TO CONVERSION OF TEMPORARY SEDIMENT BASINS TO PERMANENT STORMWATER TREATMENT FACILITIES, FINAL STABILIZATION OF ALL ADDITIONAL EXCAVATION AND SHAPING SHALL BE COMPLETED AS NECESSARY TO ACHIEVE FINAL GRADE OF STORMWATER

MANAGEMENT FACILITIES.

16. FINAL STABILIZATION SHALL BE DEFINED AS 80 PERCENT VEGETATIVE COVER OVER THE ENTIRE AREA THAT WAS DISTURBED FOR CONSTRUCTION ACTIVITY. PERMANENT STABILIZATION SHALL BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE

SPECIFICATION.

17. REFER TO DRAWING CG 503 FOR ROCK OUTLET PROTECTION TABLE.

18. ON SLOPES STEEPER THAN 1:4, ROLLED EROSION CONTROL PRODUCT SHALL BE USED. SEE DWG CG503.

19. ALL GRANULAR MATERIAL STOCKPILES SHALL BE SURROUNDED BY SILT FENCE. STOCKPILES SHALL BE TEMPORARILY SEEDED IF

NOT WORKED IN FOR GREATER THAN 14 DAYS. ALL STOCKPILES SHALL BE AT LEAST 100 FEET FROM WATER AND WETLANDS.

20. UPON FINAL SITE STABILIZATION ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED.

21. STONE OUTLET PROTECTION SHALL BE INSTALLED IMMEDIATELY UPON INSTALLATION OF CULVERTS AND SHALL REMAIN IN PLACE

BOTH DURING AND AFTER CONSTRUCTION.

22. THE EROSION AND SEDIMENT CONTROL BMPS SHALL BE CONSTRUCTED PER THE CRITERIA OUTLINED IN THE MAINE DEP BMP

MANUAL.

SPECIAL NOTES

THE SUGGESTED EROSION & SEDIMENT CONTROL MEASURES AS SHOWN ON THIS PLAN AND ACCOMPANYING SWPPP SHALL BE ADJUSTED TO MEET THE MEANS, METHODS, SCHEDULE AND EQUIPMENT PROPOSED BY THE CONTRACTOR. A MODIFIED SWPPP WILL

BE SUBMITTED TO THE CLIENT UPON REQUEST.

THE CONTRACTOR SHALL PROVIDE EROSION & SEDIMENT CONTROL MEASURES FOR:

- CONSTRUCTION EQUIPMENT/STAGING AREAS.

- ACCESS POINTS FROM/TO ESTABLISHED ROADWAYS.

- UPGRADIENT DELINEATED WETLANDS.

- WHERE REQUIRED BY PHASING OF CONSTRUCTION.

- AT ADDITIONAL AREAS AS ORDERED BY THE CONSTRUCTION

MANAGER OR CONTRACTING OFFICER.

10 CATCH BASIN

A A

4 FLARED END SECTION

TOP VIEW

SIDE VIEW FRONT VIEW

3 CATCH BASIN GRATE

9 ROOF DRAIN CLEAN-OUT

7 PIPE BEDDING (WATER SUPPLY, STORM

DRAINAGE AND SANITARY SEWER SYSTEMS)

1 MANHOLE 2 MANHOLE FRAME AND COVER

6 UNDERDRAIN DETAIL

PIPE DIAMETER

SECTION 11A

11 HAZMAT GROOVE DETAIL

DETAIL GROOVES

HALF PLAN

11A

FRAME

SECTION A-A

COVER

NOTES:

NOTES:

STEP

DETAIL 1

NOTES:

GENERAL NOTES:

NOTES:

8 FOUNDATION DRAIN

5 PERFORATED DRAINAGE TILE TRENCH DETAIL

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

1 WET POND PROFILE

2 WET POND UNDERDRAIN GRAVEL FILTER OUTLET

3 WET POND PROFILE

STRUCTURE

SIZE

CATCH-IT

PART NO. A

DEBRIS

CAPACITY

CU FT

FILTERED

FLOW RATE

CFS (INITIAL)

BYPASS

FLOW RATE

CFS

12" 5212AGS 8.00 0.18 0.45 1.20

15" 5215AGS 9.00 0.34 0.70 1.50

18" 5218AGS 10.00 0.47 0.86 1.00

24" 5224AGS 11.90 1.15 1.60 2.40

8 INLINE AREA DRAIN4 OUTLET STRUCTURE FOR WET POND

PLAN

5A

PROFILE VIEW

5B

SECTION

5 RIPRAP OUTLET PROTECTION 7 DRAINAGE SWALE

6 FRENCH DRAIN DETAIL

4B

SECTION

4A

SECTION

PLAN

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

2:1 CUT-SLOPE

2:1 FILL-SLOPE

2:1 FILL-SLOPE (ALTERNATIVE)

1 DITCH APPLICATIONS 2 EROSION CONTROL BLANKET 4 SILT FENCE-SEDIMENT BARRIER3 FILTREXX SEDIMENT CONTROL SOXX 5 STABILIZED CONSTRUCTION ENTRANCE

6 TEMPORARY SEDIMENT BASIN

10 CHECK DAM

7 RIPRAP OUTLET PROTECTION 11 INLET PROTECTION FOR CATCH BASIN

SECTION

PLAN

8 TEMPORARY DRAINAGE SWALE

9 TREE PRESERVATION DETAIL

PLAN

SECTION B-B

SECTION A-A

PLAN

SPACING BETWEEN

CHECK DAMS

SECTION

PLAN

SECTION

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

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MAIN STREET

ST. JOHN RIVER

LPOE ROAD TO U.S.A.

LPOE ROAD TO CANADA

HAZMAT

FUTURE FIRING RANGE

1L

8L 25L

30L 27L 32L

31L 28L 34L

39L

64L

3L

LEGEND

ONE WAY

PROPOSED SIGN LEGEND

SPEED

LIMIT

DO NOT

ENTER

SPEED

LIMIT

11A

PARKING

ONLY

10 Statutory Signs

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WAIT

FOR

OFFICER

VEHICLES

OFFICIAL

ONLY

COMMERCIAL

VEHICLES

KEEP RIGHT

C a n a d a

I n s p e c t i o n B

WELCOME TO THE

UNITED STATES OF AMERICA

VAN BUREN, MAINE

LAND PORT OF ENTRY

E x i t

ALL VEHICLES MUST REPORT TO INSPECTION

P u b l i c P a r k i n g

H A Z M A T P a r k i n g

H A Z M A T P a r k i n g

E x i tP u b l i c P a r k i n g

E x i t

LANE

KEEP LEFT

BUS & RV LANE

P u b l i c P a r k i n g

V e h i c l e E x p o r t s

V e h i c l e E x p o r t s

V e h i c l e E x p o r t s

C a n a d a

CARS

BUSES & RV'S

KEEP LEFT

COMMERCIAL

VEHICLES

CARS

BUSES & RV'S

AI n s p e c t i o n BI n s p e c t i o n

R e s t r i c t e d P a r k i n g

C a n a d a

R e s t r i c t e d P a r k i n g

I n s p e c t i o n A

SNOWMOBILES

PROCEED TO INSPECTION

ON GREEN LIGHT

AVANCEZ POUR INSPECTION

AU FEU VERT

E x i t All pedestrians must report to inspections

ARRÊT

ALL LOADED TRUCKS

MUST REPORT TO

U.S. CUSTOMS

H A Z M A T P a r k i n g

H A Z M A T P a r k i n g

LOADED TRUCKS

STOP HERE

TO REPORT TO

U.S. CUSTOMS

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

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COLUMN

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ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

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LANDSCAPE ARCHITECT

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STRUCTURAL ENGINEERING

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DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

1 HIGHWAY SIGNING 2 HIGHWAY SIGNING DETAIL 3 SIGN FOUNDATION DETAIL 4 SQUARE PRECAST LIGHTPOLE BASE

5 TYPICAL PARKING SPACE 6 TYPICAL STRIPING LAYOUT

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

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LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

BRIDGE STREET

LPOE TO CANADA

ARCHITECT OF RECORD

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CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

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LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

A-A

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LPOE ROAD TO U.S.A.

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HAZMAT

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ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

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SAINT JOHN AVENUE

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LEGEND:

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING

77 WATER STREET, NEW YORK, NY 10005

212.896.3000 F: 212.229.1056

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212.714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

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ST. JOHN RIVER

LPOE ROAD TO U.S.A.

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HAZMAT

FUTURE FIRING RANGE

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ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

508.405.4405

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

1 HEAVY DUTY RIGID ROAD CONCRETE PAVEMENT

NOTE:

2 AGGREGATE SHOULDER FOR RECREATIONAL TRAIL

PLAN

SECTION

3 REINFORCED PORTLAND CEMENT

CONCRETE SIDEWALK

4 ISOLATION JOINT 5 CONTRACTION JOINT

6 CONSTRUCTION JOINT

7 TRANSITION JOINT

9 ISOLATION JOINT - TYPE B

THICKENED EDGE8 CONSTRUCTION JOINT 10 DOWELED CONTRACTION JOINT

TYPE F

11 DOWELED CONSTRUCTION JOINT

(TO EXISTING SLAB) TYPE D-1

14 TRANSVERSE JOINT 1.50"Ø

DOWEL BAR SPACING

SECTION B-B

15 REINFORCING AROUND OPENINGS IN SLAB

B

B

16 PCC JOINT LAYOUT AT SLAB OPENINGS

12 CONCRETE CURB DETAIL

NOTES:

NOTES:

NOTES:

NOTES:

13 GRANITE CURB

17 HEAVY DUTY - FLEXIBLE ROAD BITUMINOUS

CONCRETE PAVEMENT SECTION

18 TYPE H - UNDOWELED (DUMMY JOINT)

19 CONCRETE TO ASPHALT JOINT TRANSITION

NOTES:

20 CONCRETE TO ASPHALT JOINT EXISTING TRANSITION

NOTES:

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

1 CURB RAMP CONFIGURATION: TYPE 1 2 MID-BLOCK CROSSING RAMP TYPICAL DIMENSIONING

5 BRIDGE STREET - STA 100+18.33 TO STA 103+80.00 6 BRIDGE STREET - STA 103+80.00 TO STA 107+16.64

4 LPOE ROADWAY - STA 22+23.00 TO 26+92.063 LPOE ROADWAY - STA 10+39.92 TO 21+51.55

9 BRIDGE MOUNTED GUARDRAIL

ELEVATION WOOD POST

PDE02

STEEL POST

PWE01

GUARDRAIL BEAM RWM02A

GUARDRAIL SPLICE AT POST

SECTION A-A GUARDRAIL

BEAM DETAIL RWMO2A

CROSS SECTION THROUGH

GUARDRAIL SPLICE

A

ARCHITECT OF RECORD

37 WEST 37TH STREET, NEW YORK, NY 10018

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice. Properly destroy documents when no longer needed.

212 921.5600 www.robertsiegelarchitects.com

CIVIL & MEP ENGINEERING,

155 AVENUE OF THE AMERICAS, NEW YORK, NY 10013

212.229.2669 F: 212.229.1057

LANDSCAPE ARCHITECT

64 PLEASANT STREET, WATERTOWN MA, 02472

617.923.7398 F: 617.924.2748

STRUCTURAL ENGINEERING

250 WEST 35TH STREET, NEW YORK, NY 10001

212 714.0993 F: 212.714.0993

DESIGN ARCHITECT

2400 RAND TOWER, 527 MARQUETTE AVENUE

MINNEAPOLIS, MN 55402

612.329.9430 F: 612.359.9530

CONTRACTOR

35 MARKET STREET, SUITE 401, LOWELL, MA 01852

978-452-9898 F: 978-452-3796

LIFE SAFETY

929 WORCESTER ROAD, FRAMINGHAM, MA 01701

PROPERTY OF THE UNITED STATES GOVERNMENT. Copying, dissemination, or distribution of these drawings, plans, or specifications to unauthorized users is prohibited . Do not remove this notice.