47PB0018R0019_Tab_2_Drawings.pdf

NO.

DRAWING REVISION DATE

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NO.

P R

O J E

C T

PCN

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

COBURN GORE LPOE

ROUTE 27

COBURN GORE, MAINE

COBURN GORE LPOE

ROUTE 27, COBURN GORE, ME

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SHEET NUMBER

GS-

SHEET 1 -OF- 19

CONTRACT

NUMBER

A/E

CONTRACTOR

TITLE DRAWING

GENERAL - LISTINGS, NOTES

G 001

HG

HG

ePM 45270

1. All Work is to conform to all State, Federal, and Local codes and ordinances applicable to this Project.

2. The General Contractor shall field verify all existing dimensions and conditions and report discrepancies to the contracting officer. The Contractor shall proceed with the

Work only after discrepancies have been resolved by the contracting officer.

3. Work from given dimensions. Do not scale drawings.

Dimensions are given on drawings or schedules where needed.

4. Care shall be taken by the Contractor to protect existing systems and surfaces that are to remain.

5. At the end of each construction day the site will be left neat, clean, and safe.

6. The Contractor shall be responsible for obtaining any ad all permits necessary for the Work to take place and upon completion.

7. The Contractor shall work with CBP and cordon off and provide barricades as needed all work areas and take necessary measures to ensure the safety and security of the

Public, Staff, and construction workers.

8. The Contractor shall coordinate the timing of the Work with the Contracting Officer and Government employees.

9. Contractor is to be responsible for the removal and disposal of any and all materials not to be incorprated into the Work unless noted otherwise.

10. The Contractor shall submit to the Contracting Officer a detailed construction schedule prior to the commencement of the Work. This work schedule shall show clearly the timeline and sequencing of the work tasking to be done by the Contractor through to project completion.

11. All construction operations by the Contractor shall be done in such a manner as to eliminate conflict with CBP operations at the site.

12. The Contractor will maintain safe work practices and a safe site at all times.

GENERAL CONSTRUCTION NOTES:

LEGEND

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

SHEET WHERE DETAIL IS TAKEN

INDICATES DIRECTION OF CUTTING PLANE

WALL SECTION OR ELEVATION NUMBER

SHEETS WHERE WALL SECTION OR ELEVATION IS DRAWN

SHEETS WHERE WALL SECTION

OR ELEVATION IS TAKEN

SHEETS WHERE BUILDING SECTION IS TAKEN

INDICATES DIRECTION OF CUTTING PLANE INCLUDING

SECTION LETTER

BUILDING SECTION LETTER

SHEETS WHERE BUILDING SECTION IS DRAWN

DETAIL NUMBER

2 / C120

SHEET WHERE DETAIL IS DRAWN

A

CONSTRUCTION KEYNOTE

ELEVATION TARGET

ABBREVIATIONS

+V- PLUS OR MINUS

EXIST EXISTING

FIN GR FINISH GRADE

SF SQUARE FEET

SY SQUARE YARD

LF LINEAR FEET

VF VERTICAL FEET

ELEV ELEVATION

CB CATCHBASIN

HDPE HIGH DENSITY

POLYETHLENE(PIPE)

MDOT MAINE DEPART OF

TRANSPORTATION

GSA GENERAL SERVICES

ADMINISTRATION

CBP US CUSTOMS AND

BORDER PROTECTION

MeDEP MAINE DEPART OF

ENVIRONMENTAL

PROTECTION

MISCELLANEOUS WORK AT COBURN GORE LPOE AND

RESIDENCES 1, 2, 3, AND 4

U.S. CUSTOMS AND BORDER PROTECTION (DHS/CBP)

ROUTE 27, COBURN GORE, MAINE

Project Control Number: ePM 45270 ePM 45270 - LIST OF DRAWINGS - BASE BID AND OPTIONS

G001 TITLE DRAWING, NOTES, ABBREVIATIONS (BASE BID AND All OPTIONS)

A101 RESIDENCES 1-2 BUILDING TYPE LAYOUTS (BASE BID)

A102 RESIDENCES 3-4 BUILDING TYPE LAYOUTS (BASE BID)

A201 RESIDENCE 2 KITCHEN & BATH PLAN & ELEVATIONS (BASE BID)

A202 RESIDENCES 3-4 KITCHEN ENLARGED PLAN & ELEVS (BASE BID)

A203 RESIDENCES 3-4 BATH ENLARGED PLAN & ELEVS (BASE BID)

A301 RESIDENCES 1-2 WINDOWS AND EXTERIOR DOORS (BASE BID)

A302 RESIDENCES 3-4 WINDOWS AND EXTERIOR DOORS (BASE BID)

A401 RESIDENCES 1-2 ROOF PLANS (BASE BID)

A402 RESIDENCES 3-4 ROOF PLANS (BASE BID)

A403 LPOE MAIN FACILITY ROOF PLAN (OPTION 1)

LPOE BOUNDARY SURVEY DRAWING (BASE BID AND OPTION 2)

ePM 45270 - PROJECT LISTING:

a. RESIDENCES 1,2,3,4 ASPHALT ROOFING SHINGLE REPLACEMENT (BASE BID)

b. RESIDENCES 1,2,3,4 WINDOWS REPLACEMENT (BASE BID)

c. RESIDENCES 1,2,3,4 EXTERIOR DOORS REPLACEMENT (BASE BID)

d. RESIDENCES 2,3,4 KITCHEN AND BATH RENOVATIONS (BASE BID)

e. MAIN PORT FACILITY ASPHALT ROOFING SHINGLE REPLACEMENT (OPTION 1)

f. RESIDENCES 1-2 WASTEWATER DISPOSAL SYSTEM REPLACEMENT (OPTION 2)

g. MAIN PORT FACILITY EAST AND WEST EMBANKMENT STABILIZATION (OPTION 3)

ME0551ZZ LPOE

5/3/2018

PROJECT AREA MAP

GSA ePM No.: 45270

C101 EXISTING CONDITIONS PLAN (OPTION 3)

C120 EXISTING CONDITIONS WEST EMBANKMENT PLAN (OPTION 3)

C121 EXISTING CONDITIONS EAST EMBANKMENT PLAN (OPTION 3)

C201 PROPOSED PLAN (OPTION 3)

C221 PROPOSED WEST EMBANKMENT PLAN (OPTION 3)

C222 PROPOSED EAST EMBANKMENT PLAN (OPTION 3)

C501 DETAILS, STROMDRAIN ELEVATION SCHEDULE (OPTION 3)

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NO.

P R

O J E

C T

PCN:

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

COBURN GORE LPOE

ROUTE 27

COBURN GORE, MAINE

COBURN GORE LPOE

ROUTE 27, COBURN GORE, ME

RESIDENCE 2 - ME0553BE

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SHEET NUMBER

GS-

SHEET 2 -OF- 19

CONTRACT

NUMBER

A/E

CONTRACTOR

RESIDENCES1-2 BUILDING TYPE

ARCHITECTURAL LAYOUTS

A 101

HG

HG

ePM 45270

179.4000

GSA ePM NO.: 45270

5/8/2018

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NO.

P R

O J E

C T

PCN:

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

COBURN GORE LPOE

ROUTE 27

COBURN GORE, MAINE

COBURN GORE LPOE

ROUTE 27, COBURN GORE, ME

RES 3-ME0554BE, RES 4-ME0555BE

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SHEET NUMBER

GS-

SHEET 3 -OF- 19

CONTRACT

NUMBER

A/E

CONTRACTOR

RESIDENCE 3-4 BUILDING TYPE

ARCHITECTURAL LAYOUTS

A 102

HG

HG

ePM 45270

GSA ePM No.: 45270

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

ADDRESS

BLDG NO.

P R

O J

E C

T

PCN

COBURN GORE LPOE

ARNOLD TRAIL, ROUTE 27

COBURN GORE MAINE

ME0553BE

COBURN GORE LPOE

COBURN GORE MAINE

ME0553BE

ePM 45270

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SHEET NUMBER

GS-

SHEET 4 -OF- 19

CONTRACT

NUMBER

RESIDENCE 2 KITCHEN AND BATH

Enlarged Plans and Interior Elevations

B U

I L

D I N

G

A 201

CONSTRUCTION KEYNOTES: (KITCHEN AND BATH)

INSTALL NEW ELECTRICAL RECEPTACLES AND

WIRING BACK TO THE LOAD PANEL PER

APPLIANCE MANUFACTURER'S REQUIREMENTS

- INSTALL ELECTRICAL WIRING TO NEW

LIGHTING FIXTURES AND RECEPTACLES AS

SHOWN

INSTALL THROUGH-WALL EXHAUST DUCT AND

WALL CAP PER MW MANUFACTURER'S

REQUIREMENTS

HG

HG

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

ADDRESS

BLDG NO.

P R

O J E

C T

PCN

COBURN GORE LPOE

ARNOLD TRAIL, ROUTE 27

COBURN GORE MAINE

ME0551ZZ

COBURN GORE LPOE

COBURN GORE MAINE

ME0554ZZ, ME0555ZZ

ePM 45270

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SHEET NUMBER

GS-

SHEET 5 -OF- 19

CONTRACT

NUMBER

RESIDENCES 3 and 4 KITCHENS

ARCHITECTURAL LAYOUT

B U

I L D

I N

G

A

HG

5/3/2018

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

ADDRESS

BLDG NO.

P R

O J

E C

T

PCN

COBURN GORE LPOE

ARNOLD TRAIL, ROUTE 27

COBURN GORE MAINE

ME0551ZZ

COBURN GORE LPOE

COBURN GORE MAINE

ME0554ZZ, ME0555ZZ

ePM 45270

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SHEET NUMBER

GS-

SHEET 6 -OF- 19

CONTRACT

NUMBER

RESIDENCES 3 AND 4 BATH

ARCHITECTURAL LAYOUT

B U

I L

D I N

G

CONSTRUCTION KEYNOTES: (KITCHEN AND BATH)

INSTALL NEW ELECTRICAL RECEPTACLES AND

WIRING BACK TO THE LOAD PANEL PER

MANUFACTURER'S REQUIREMENTS

- INSTALL ELECTRICAL WIRING TO NEW

LIGHTING FIXTURES AND RECEPTACLES AS

SHOWN - BATHROOM LIGHT AND EXHAUST FAN TO

BE INTERLOCKED

INSTALL EXHAUST FAN, DUCT AND

SOFFIT GRILLE PER MW MANUFACTURER'S

REQUIREMENTS

SANITARY AND HOT AND COLD WATER BRANCH

PIPING TO BE BACK TO THE RESPECTIVE MAINS

BELOW THE FLOOR

COORDINATE WINDOW REPLACEMENT WORK WITH

BATHROOM WORK

CONTRACTOR TO INSTALL BLOCKING FOR ANY AND

ALL FIXTURES AS NECESSARY

HG

HG

A

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NOs.

P R

O J E

C T

PCN:

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

COBURN GORE LPOE

ROUTE 27

COBURN GORE, MAINE

COBURN GORE LPOE

ROUTE 27, COBURN GORE, ME

ME0552BE, ME0553BE

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SHEET NUMBER

GSA ePM No. 45270

SHEET 7 -OF- 19

CONTRACT

NUMBER

A/E

CONTRACTOR

RESIDENCES 1-2 BLDG TYPE

WINDOWS AND EXTERIOR DOORS

A 301

HG

HG

ePM 45270

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NOs.

P R

O J E

C T

PCN:

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

COBURN GORE LPOE

ROUTE 27

COBURN GORE, MAINE

COBURN GORE LPOE

ROUTE 27, COBURN GORE, ME

ME0552BE, ME0553BE

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SHEET NUMBER

GSA ePM No. 45270

SHEET 8 -OF- 19

CONTRACT

NUMBER

A/E

CONTRACTOR

RESIDENCES 3-4 BLDG TYPE

WINDOWS AND EXTERIOR DOORS

A 302

HG

HG

ePM 45270

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NO.

P R

O J E

C T

PCN:

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

COBURN GORE LPOE

ROUTE 27

COBURN GORE, MAINE

COBURN GORE LPOE

ROUTE 27, COBURN GORE, ME

RES 1-ME0552BE, RES 2-ME0553BE

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SHEET NUMBER

GS-

SHEET 9 -OF- 19

CONTRACT

NUMBER

A/E

CONTRACTOR

RESIDENCES1-2 BUILDING TYPE

ROOF PLAN AND DETAILS

A 401

HG

HG

ePM 45270

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NO.

P R

O J E

C T

PCN:

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

COBURN GORE LPOE

ROUTE 27

COBURN GORE, MAINE

COBURN GORE LPOE

ROUTE 27, COBURN GORE, ME

RES 3-ME0554BE, RES 4-ME0555BE

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SHEET NUMBER

GS-

SHEET 10 -OF- 19

CONTRACT

NUMBER

A/E

CONTRACTOR

RESIDENCES3-4 BUILDING TYPE

ROOF PLAN AND DETAILS

A 402

HG

HG

ePM 45270

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NO.

P R

O J

E C

T

PCN:

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

COBURN GORE LPOE

ROUTE 27

COBURN GORE, MAINE

COBURN GORE LPOE

ROUTE 27, COBURN GORE, ME

ME0551ZZ

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SHEET NUMBER

GS-

SHEET 11 -OF- 19

CONTRACT

NUMBER

A/E

CONTRACTOR

LPOE MAIN PORT FACILITY

ROOF PLAN AND DETAILS

A 403

HG

HG

ePM 45270

GSA ePM NO.: 45270

25'-0"

19'-10"

43'-4"

50'-0"

43'-4"

35.9974

35.9984

36.0000

65.9995

CBP Customs House

Garage

Inspection Shed

47'-0"42'-4" 42'-4"

20'-0"

20'-0"

Existing concrete drainage spillway

Approximate Toe of Slope

Approx Toe of Slope

Existing Concrete Drainage Spillway

Orig FG Elev = 89.50'

Orig FG Elev = 90.80'

Finish Floor Elev = 98.50'

Basement Finish Slab Elev = 89.00'

Approx FG Elev = 97.50'

Approx Fin Grade

Elev = 89.50'

Basement

Entrance

Approx Int Boundary Line

Approx FG Elev = 90.80'

Finish Floor Elev = 97.83'

Finish Floor Elev = 97.83'

Main

Entrance

Existing FG Elev = 97.95'

Existing FG Elev = 97.40'

Existing FG Elev = 97.30'

Existing FG Elev = 96.80' +v-

Original FG Elev = 96.25'

West Embankment top of slope

West Embankment

Slope Stabilization -

Approx Area Within

Scope of Work

Approximate Existing Top of Slope

Approximate Edge of Existing

Bituminous Pavement

Existing Precast Concrete Curb Sections to be removed and retained by CBP

Approximate limits of existing granite block

Coburn Gore US Customs Border Station East and West Embankment Stabilization Existing Conditions Plan

PARTIAL SITE PLAN

Communications Tower

Existing FG Elev = 96.80'

42'-0" +v-

Approx Top of Slope

Existing granite curb length of parking area

Approx Existing 2:1 slope

Approximate existing 2:1 slope

Person and Vehicle

Processing Area

Approx Top of Slope

Approx Edge of Bitu

Pavement

Exist Precast Conc Curb Sectionsto be retained by CBP

Existing FG Elev = 97.40'

Approx limits of existing granite block

East Embankment Slope

Stabilization - Area

Within Scope of Work

Approximate Top of Slope

Existing granite curb length of parking area

Approx Fin Grade

Elev = 89.00'

Existing FG Elev = 96.80' +v-

Original FG Elev = 96.25'

East Embankment top of slope

NO.

DRAWING REVISION DATE

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NO.

P R

O J

E C

T

PCN

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

COBURN GORE LPOE

ROUTE 27

COBURN GORE, MAINE

RME05518

COBURN GORE LPOE

ROUTE 27, COBURN GORE, ME

RME05518

RME05518

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE SHEET NUMBER

GS-

SHEET 2 -OF- 8

CONTRACT

NUMBER

A/E

CONTRACTOR

EXIST CONDITIONS PARTIAL SITE PLAN

PARTIAL SITE PLAN WORK

C 101

6/14/2017

HG

Garage

42'-4"

20'-0"

Existing concrete drainage spillway

Approximate Toe of Slope

Orig FG Elev = 89.50'

Orig FG Elev = 90.80'

Approx Int Boundary Line

Finish Floor Elev = 97.83'

Existing FG Elev = 97.95'

Existing FG Elev = 97.40'

Existing FG Elev = 97.30'

Existing FG Elev = 96.80' +v-

Original FG Elev = 96.25'

West Embankment top of slope

West Embankment

Slope Stabilization -

Approx Area Within

Scope of Work

Approximate Existing Top of Slope

Approximate Edge of Existing

Bituminous Pavement

Existing Precast Concrete Curb Sections to be removed and retained by CBP

Approximate limits of existing granite block

Coburn Gore LPOE West Embankment Existing Conditions Enlarged Plan

Approximate existing 2:1 slope

Approximate Top of Slope

Existing granite curb length of parking area

NOTES:

1. Contractor to verify all existing elevations prior to start of

Work.

2. Contractor to verify existing conditions and notify GSA of differences that would impact the scope of work.

NO.

DRAWING REVISION DATE

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NO.

P R

O J E

C T

PCN

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

COBURN GORE LPOE

ROUTE 27

COBURN GORE, MAINE

RME05518

COBURN GORE LPOE

ROUTE 27, COBURN GORE, ME

RME05518

RME05518

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SEQUENCE

GS-

SHEET 3 -OF- 8

CONTRACT

NUMBER

A/E

CONTRACTOR

EXIST CONDITIONS WEST EMBANKMENT

WEST EMBANKMENT ENLARGED PLAN

C 120

6/14/2017

HG

HG

M A

T C

H L

I N

E

20'-0"

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NO.

P R

O J

E C

T

PCN

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

COBURN GORE LPOE

ROUTE 27

COBURN GORE, MAINE

RME05518

COBURN GORE LPOE

ROUTE 27, COBURN GORE, ME

RME05518

RME05518

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SHEET NUMBER

GS-

SHEET 4 -OF- 8

CONTRACT

NUMBER

A/E

CONTRACTOR

6/14/2017

HG

HG

Coburn Gore LPOE East Embankment Existing Conditions Enlarged Plan

NOTES:

1. Contractor to verify all existing elevations prior to start of Work.

2. Contractor to verify existing conditions and notify

GSA of differences that would impact the scope of work.

NO.

DRAWING REVISION DATE

GENERAL SERVICES ADMINISTRATION

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NO.

P R

O J

E C

T

PCN

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

D R

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DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

GS-

CONTRACT

NUMBER

A/E

CONTRACTOR

HG

HG

EXIST CONDITIONS EAST EMBANKMENT

EAST EMBANKMENT ENLARGED PLAN

C

CBP Customs House

Inspection Shed

47'-0" 42'-4"

20'-0"

Approx Toe of Slope

Existing Concrete Drainage Spillway

Finish Floor Elev = 98.50'

Basement Finish

Slab Elev = 89.00'

Approx FG Elev = 97.50'

Approx Fin Grade

Elev = 89.50'

Basement

Entrance

Approx FG Elev = 90.80'

Finish Floor Elev = 97.83'

Main Entrance

Communications Tower

Existing FG Elev = 96.80'

42'-0" +v-

Approx Top of Slope

Existing granite curb length of parking area

Approx Existing 2:1 slope

Person and Vehicle

Processing Area

Approx Top of Slope

Approx Edge of Bitu

Pavement

Exist Precast Conc Curb Sectionsto be retained by CBP

Existing FG Elev = 97.40'

Approx limits of existing granite block

East Embankment Slope

Stabilization - Area

Within Scope of Work

Approx Fin Grade

Elev = 89.00'

Existing FG Elev = 96.80' +v-

Original FG Elev = 96.25'

East Embankment top of slope

M A

T C

H L

I N

E

CBP Station

Garage Inspection Shed

47'-0" 42'-4"

20'-0"

20'-0"

Remove existing concrete spillway and replace with angular rock on slope and angular rock at top of slopeApprox Toe of Slope

Approx Existing Finish Grade = 89.50'

Approx Existing Pavement Finish Grade = 97.33'

Approx Existing Finish Grade = 90.80'

Finish Floor Elev = 98.50'

Basement Finish Slab Elev = 89.00'

Approx Existing Pavement Finish Grade = 97.50'

Approx Existing Finish Grade = 89.50'

Approx Existing Finish

Grade = 89.00'

Basement

Entrance

Approximate International Boundary Line

Approx Exist Fin

Grade = 90.80'

Finish Floor Elev = 97.83' Finish Floor Elev = 97.83'

Main

Entrance

Approx Existing Pavement Finish Grade = 97.95'

Proposed Finish Grade = 97.45'

West Embankment Slope

Stabilization - Approximate Area

Within Scope of Work

New granite curbing set in cast-in-place concrete surround

Approx limits of existing granite block

Coburn Gore US Customs Border Station East and West Embankment Stabilization Proposed

PARTIAL SITE PLAN

Existing Comm

Tower

42'-0" +v-

Approx Top of Slope

Existing granite curb length of parking area

Approx 2:1 slope

Approx 2:1 slope

Person and Vehicle

Processing Area

Proposed Finish Pavement Grade = 97.45'

Approx limits of existing granite block

East Embankment Slope Stabilization -

Approximate Area Within Scope of Work

Approx Top of Slope

Existing granite curb length of parking area

Remove and reinstall existing granite curbing as necessary to install

"F"-Type catchbasin and SD piping

Adjust toe of slope grade line to coordinate with stormdrain terminus level spreader and add loam to minimum depth of 6" over stormdrain pipe. Adjust finish grade over SD pipe

Install "F"-Type CB 4' deep structure with CI frame and cover and 12" HPDE SD piping. Provide cast-in boot for SD piping.

Saw-cut and remove bituminous pavement in this area to limits shown down to aggregate base and install new bituminous pavement system. Mill (2) sides to min

1-1/2" depth with minimum 12" wide mill for bituminous pavement transition

Install 5'x5' level spreader with angular rock on 4" thick 2" round stone on filter fabric on 2" thick sand bedding

CONSTRUCTION NOTES:

1. Existing granite retaining block work intent: Take images and number each block

(non-permamnent marking) requiring removal in order for the work to take place. Implement handling and moving methodology to eliminate damage to granite block. Reinstall granite block in the proper original location as accurately as possible.

2. General Contractor is responsible for verifying all existing elevations and reporting any discrepancies to GSA.

3. General Contractor is responsible for installing and maintaining erosion control fabric to the limits of the construction area and to maintain best management practices in accordance with

Maine DEP.

4. General Contractor is responsible for coordinating any and all construction work with on site

CBP personnel.

5. General Contractor is responsible for the repair and/or replacement of any and all existing site components impacted by the construction work. Repair lawn areas impacted by equipment.

6. Type "F" catchbasin will be designed with 4000 PSI concrete at 28 days, H-20 wheel loading, and conform to both ASTM C-478 and Maine DOT specifications.

7. New Hot Mix Bituminous Asphalt Pavement in areas indicated shall conform to Maine DOT specification Section 401.

8. Excavation, structural backfill, base aggregate, structures and utilities, and surface layer rock, will conform to Maine DOT specifications.

9. Natural granite stone will meet ASTM C-241 requirements for abrasion resistance and have inherent stone properties consisting of low water asorption rate, and having both high compressive and flexural strength.

10.Information on any and all materials used on the project such as shop drawings, material specifications, and warranty information will be required of the Contractor and to be submitted for approval to GSA. This requirement shall include bituminous pavement and aggregate mix designs and gradation analyses.

11.Granite stone surfaces on the natural and cut sides will have no protrusions or depressions exceeding

" under a 4' straightedge.

New granite curbing set in cast-in-place concrete surround

20'-0"

10'-0"

Remove and reinstall existing granite curbing as necessary to install

"F"-Type catchbasin and SD piping

Install "F"-Type CB 4' deep structure with CI frame and cover and 12" HPDE SD piping. Provide cast-in boot for SD piping.

Saw-cut and remove bituminous pavement in this area to limits shown down to aggregate base and install new bituminous pavement system. Mill (2) sides to min 1-1/2" depth with minimum 12" wide mill for bituminous pavement transition

10'-0"

20'-0"

Install 5'x5' level spreader with angular rock on 4" thick 2" round stone on filter fabric on 2" thick sand bedding

Adjust toe of slope grade line to coordinate with stormdrain terminus level spreader and add loam to minimum depth of 6" over stormdrain pipe.

Adjust finish grade over SD piping

Catalog location of existing granite block, temporarily remove, and reinstall retaining block this area as necessary for utility work as specified - See Construction Notes

4'-0"

4'-0" continuous rock layer bordered by new granite curbing on both adjacent slopes and on slope to fill vacated concrete spillway

Slope of pavement slope of pavement

Remove existing concrete spillway and replace with angular rock on slope and angular rock at top of slope

Continuous angular rock layer bordered by new granite curbing on both adjacent slopes and angular rock on slope to fill vacated concrete spillway

42'-4"

CB # 1 CB # 2

NO.

DRAWING REVISION DATE

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NO.

P R

O J

E C

T

PCN

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

COBURN GORE LPOE

ROUTE 27

COBURN GORE, MAINE

RME05518

COBURN GORE LPOE

ROUTE 27, COBURN GORE, ME

RME05518

RME05518

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DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE SHEET NUMBER

GS-

SHEET 5 -OF- 8

CONTRACT

NUMBER

A/E

CONTRACTOR

PROPOSED

PARTIAL SITE PLAN PROPOSED

C 201

6/14/2017

HG

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NO.

P R

O J

E C

T

PCN

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

COBURN GORE LPOE

ROUTE 27

COBURN GORE, MAINE

RME05518

COBURN GORE LPOE

ROUTE 27, COBURN GORE, ME

RME05518

RME05518

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SHEET NUMBER

GS-

SHEET 6 -OF- 8

CONTRACT

NUMBER

A/E

CONTRACTOR

PROPOSED WEST EMBANKMENT

ENLARGED PLAN

C 221

6/14/2017

HG

HG

CBP Station

Garage

47'-0"

20'-0"

Remove existing concrete spillway and replace with angular rock on slope and angular rock at top of slopeApprox Toe of Slope

Approx Existing Finish Grade = 89.50'

Approx Existing Pavement Finish Grade = 97.33'

Approx Existing Finish Grade = 90.80'

Finish Floor Elev = 98.50'

Basement Finish Slab Elev = 89.00'

Basement

Entrance

Approximate International Boundary Line

Finish Floor Elev = 97.83'

Main Entrance

Approx Existing Pavement Finish Grade = 97.95'

Proposed Finish Grade = 97.45'

West Embankment Slope

Stabilization - Approximate Area

Within Scope of Work

New granite curbing set in cast-in-place concrete surround

Approx limits of existing granite block

Approx 2:1 slope

Person and Vehicle

Processing Area

Approx Top of Slope

Existing granite curb length of parking area

Remove and reinstall existing granite curbing as necessary to install

"F"-Type catchbasin and SD piping

Adjust toe of slope grade line to coordinate with stormdrain terminus level spreader and add loam to minimum depth of 6" over stormdrain pipe. Adjust finish grade over SD pipe

Install "F"-Type CB 4' deep structure with CI frame and cover and 12" HPDE SD piping. Provide cast-in boot for SD piping.

Saw-cut and remove bituminous pavement in this area to limits shown down to aggregate base and install new bituminous pavement system. Mill (2) sides to min

1-1/2" depth with minimum 12" wide mill for bituminous pavement transition

Install 5'x5' level spreader with angular rock on 4" thick 2" round stone on filter fabric on 2" thick sand bedding

20'-0"

10'-0"

4'-0"

Slope of pavement continuous rock layer bordered by new granite curbing on both adjacent slopes and on slope to fill vacated concrete spillway

42'-4"

CB # 1

M A

T C

H L

I N

E

Coburn Gore LPOE West Embankment Proposed Enlarged Plan

NOTES:

1. Contractor to verify all existing elevations and conditions against proposed new Work and notify contracting officer of any discrepancies.

2. Contractor to review to construction notes on

Sheets G001 and C201 and Summary of Work specific references.

Contractor to erect and maintain siltation fence and other erosion control techniques in accordance with Maine DEP best management practices for the duration of Project and until notified by GSA to remove after completion of construction

Approx Existing Grade

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NO.

P R

O J

E C

T

PCN

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

COBURN GORE LPOE

ROUTE 27

COBURN GORE, MAINE

RME05518

COBURN GORE LPOE

ROUTE 27, COBURN GORE, ME

RME05518

RME05518

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SHEET NUMBER

GS-

SHEET 7 -OF- 8

CONTRACT

NUMBER

A/E

CONTRACTOR

PROPOSED EAST EMBANKMENT

ENLARGED PLAN

C 222

6/14/2017

HG

HG

NOTES:

1. Contractor to verify all existing elevations and conditions against proposed new Work and notify contracting officer of any discrepancies.

2. Contractor to review to construction notes on

Sheets G001 and C201 and Summary of Work specific references.

Inspection Shed

42'-4"

Approx Existing Pavement Finish Grade = 97.50'

Approx Existing Finish Grade = 89.50'

Approx Existing Finish

Grade = 89.00'

Approx Exist Fin

Grade = 90.80'

Finish Floor Elev = 97.83'

Existing Comm

Tower

42'-0" +v-

Approx Top of Slope

Existing granite curb length of parking area

Approx 2:1 slope

Proposed Finish Pavement Grade = 97.45'

Approx limits of existing granite block

East Embankment

Slope Stabilization -

Approximate Area

Within Scope of Work

New granite curbing set in cast-in-place concrete surround

Remove and reinstall existing granite curbing as necessary to install

"F"-Type catchbasin and SD piping

Install "F"-Type CB 4' deep structure with CI frame and cover and 12" HPDE SD piping. Provide cast-in boot for SD piping. Top of

Grate Elev = 96.80'

Saw-cut and remove bituminous pavement in this area to limits shown down to aggregate base and install new bituminous pavement system. Mill (2) sides to min 1-1/2" depth with minimum 12" wide mill for bituminous pavement transition

10'-0"

20'-0"

Install 5'x5' level spreader with angular rock on 4" thick 2" round stone on filter fabric on 2" thick sand bedding

Adjust toe of slope grade line to coordinate with stormdrain terminus level spreader and add loam to minimum depth of 6" over stormdrain pipe.

Adjust finish grade over SD piping

Catalog location of existing granite block, temporarily remove, and reinstall retaining block this area as necessary for utility work as specified - See Construction Notes

4'-0" continuous rock layer bordered by new granite curbing on both adjacent slopes and on slope to fill vacated concrete spillway slope of pavement

Remove existing concrete spillway and replace with angular rock on slope and angular rock at top of slope

CB # 2

Person and Vehicle

Processing Area

M A

T C

H L

I N

E

Coburn Gore LPOE East Embankment Proposed Enlarged Plan

Approx Existing Grade

Contractor to erect and maintain siltation fence and other erosion control techniques in accordance with

Maine DEP best management practices for the duration of Project and until notified by GSA to remove after completion of construction

Min. 6" thick 3/4" crushed stone structure base layer"F"-Type Catchbasin and Stormdrain Pipe Detail Section View

Existing in-situ soils

New aggregate base, subbase, and structural backfill aggregate layers compacted to 95% OD

∠45

New bituminous pavement - 1-1/2" thick 9.5 mm surface course on

2-1/2" thick 19 mm binder course -slope to catchbasin as indicated

New Type "F" CB w-CI frame and cover - 4' deep structure, 3' square outside dimension, reinforced precast concrete structure, w- cast in boot - equal to American Concrete

Reposition existing granite curbing as shown supported on the end by the CB structure

6" 6" 2'-0"

Install min. 6" thick loam and seed in all new work areas and repair and loam and seed work areas impacted by construction

Existing in-situ soils - compact prior to adding new aggregate layers

Granite Curbing Detail at Top of Slope Section View

New bituminous pavement system - 1-1/2" thick 9.5 mm surface course on 2-1/2" thick 19 mm binder course on min.

3" thick compacted Type "A" aggregate for fine grading on min. 12" compacted Type "B" aggregate subbase on compacted structural aggregate material as required -slope finish pavement grade to catchbasin as indicated

Existing granite block - number of courses of granite block varies depending on location - contractor to verify quantity and exact impact on new utility work where granite block will be encountered

4" x 12" x 3' long granite curbing set in 4000 psi poured concrete base with each stone having a min of (2)- 1/2" dia anchor holes 3" from the top and 12" from each end - place angular rock layer as shown

Existing in-situ material - it it anticipated based on existing drawings that the soils in these areas are select free-draining aggregate material free of organics

Structural aggregate backfill

Geotextile fabric equal to Tencate Mirafi 140N -return up inside face of top granite block course

Geotextile fabric - return fabric up inside face of top granite block course and fold over on to surface rock layer

Bituminous pavement - granite curbing transition aligns with corner of building foundation

Type "A" and "B" base aggregate

4" wide x 12 " high Granite curbing with 4" exposure -set in concrete bed and anchor as specified - reset existing granite curbing as noted

12" HPDE SD Pipe - INV Elev on East and

West stormdrain terminus as noted

Angular rock layer on 4" thick layer 2" dia. round stone on geotextile fabric layer on 2" thick sand layer on native undisturbed

Adjust finish grade over 12" stormdrain pipe as required -min. 6" thick loam layer

" dia. crushed stone - 6" surround under pipe and to pipe springline

Stormdrain Terminus and Level Spreader Detail Section View

12" HPDE pipe springline

Native undisturbed soil

NOTE:

See Catchbasin and Stormdrain Piping

Schedule for elevations and piping slopes for

CB # 1 and CB # 2

NO.

DRAWING REVISION DATE

GENERAL SERVICES ADMINISTRATION

PUBLIC BUILDING SERVICE - REGION 1

THOMAS P. O'NEILL JR. FEDERAL BUILDING

10 CAUSEWAY ST., BOSTON, MA 02222-1077

NAME

ADDRESS

BLDG NO.

B U

I L

D I N

G

ADDRESS

BLDG NO.

P R

O J

E C

T

PCN

PROPERTY OF THE UNITED STATES

GOVERNMENT

COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE

DRAWINGS, PLANS, OR

SPECIFICATIONS TO

UNAUTHORIZED USERS IS

PROHIBITED

FOR OFFICIAL USE ONLY

COBURN GORE LPOE

ROUTE 27

COBURN GORE, MAINE

RME05518

COBURN GORE LPOE

ROUTE 27, COBURN GORE, ME

RME05518

RME05518

D R

A W

I N

G

DRAWN BY

TITLE

TYPE

NUMBER

CHK BY

DATE

DISCIPLINE

SHEET NUMBER

GS-

SHEET 8 -OF- 8

CONTRACT

NUMBER

A/E

CONTRACTOR

DETAILS, SD ELEV SCHEDULE

DETAILS AND ELEVATIONS

C 501

6/14/2017

HG

HG

NOTES:

1. Contractor to refer to

Summary of Work for stormdrain system materials specifications.

2. New granite curbing installation to be in accordance with manufacturer's requirements and as indicated in these documents.