3c_Drawings P2809604.pdf

PDF 14 MB Posted May 13, 2024

Attached to: REPAIR STEEL BULKHEAD AND MISC PAVED AREAS AT U. S. COAST GUARD SECTOR NORTHERN NEW ENGLAND
Solicitation number: 70Z0G124BABCDDW07
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · May 13, 2024

The provided document appears to be architectural drawings related to the federal contract opportunity for the "Repair Steel Bulkhead and MISC Paved Areas at U. S. Coast Guard Sector Northern New England" solicitation.

The solicitation, with number 70Z0G124BABCDDW07, is for the Department of Homeland Security U.S. Coast Guard to obtain labor, materials, equipment, transportation, disposal, supervision, and incidental related work to repair steel bulkheads and miscellaneous paved areas at the U.S. Coast Guard Sector Northern New England facility in South Portland, Maine. The work is to be performed in accordance with the contract terms and conditions, as well as the documents listed in Section J of the solicitation.

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Other files

File	Type	Posted
Abstract_70Z0G124BABCDDW07.pdf	PDF	Jun 13, 2024
12c_Amendment0002_70Z0G124BABCDDW07.pdf	PDF	Jun 6, 2024
12b_Amendment0001_70Z0G124BABCDDW07.pdf	PDF	May 16, 2024
3c_P2809604Specification_011624.pdf	PDF	May 13, 2024
SF24exp013127.pdf	PDF	May 13, 2024
Solicitation_IFB 70Z0G124BABCDDW07.pdf	PDF	May 13, 2024
7n_General Decision Number ME20240001 01052024.pdf	PDF	May 13, 2024
7n_General Decision Number ME20240030 01052024.pdf	PDF	May 13, 2024

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SECTOR NORTHERN NEW ENGLAND

SOUTH PORTLAND, CUMBERLAND COUNTY, MAINE

2809604 REPAIR STEEL BULKHEAD AND MISC PAVED AREAS

DRAWING INDEX

SHEET ID SHEET NO. DISCIPLINE SHEET TITLE

G-001 01 GENERAL COVER SHEET

G-002 02 GENERAL LEGEND & ABBREVIATIONS

G-003 03 GENERAL GENERAL NOTES

V-101 04 SURVEY OVERALL SITE PLAN

CD101 05 CIVIL DEMOLITION DEMOLITION PLAN

CD301 06 CIVIL DEMOLITION TYPICAL DEMO SECTIONS

C-101 07 CIVIL PROPOSED SITE PLAN

C-301 08 CIVIL TYPICAL PROPOSED SECTIONS

C-401 09 CIVIL OBI 1: BULKHEAD REPAIR PLAN

C-402 10 CIVIL OBI 2: FENDER SYSTEM REPLACEMENT PLAN

C-501 11 CIVIL EROSION CONTROL DETAILS

C-502 12 CIVIL CONCRETE PAVEMENT DETAILS

C-503 13 CIVIL ASPHALT PAVEMENT DETAILS

C-504 14 CIVIL FENCE DETAILS - 1

C-505 15 CIVIL FENCE DETAILS - 2

C-901 16 CIVIL SITE PHOTOGRAPHS

C-902 17 CIVIL OBI 1&2: SITE PHOTOGRAPHS

S-501 18 STRUCTURAL MISCELLANEOUS DETAILS

S-502 19 STRUCTURAL OBI 1: HISTORIC ROCK ANCHOR REPAIR DETAILS

S-503 20 STRUCTURAL OBI 1: EXISTING ROCK ANCHOR REPAIR DETAILS

S-504 21 STRUCTURAL OBI 2: FENDER SYSTEM DETAILS - 1

S-505 22 STRUCTURAL OBI 2: FENDER SYSTEM DETAILS - 2

F-601 23 FIRE ALARM SITE WIRING SCHEMATIC

U.S. COAST GUARD

CIVIL ENGINEERING

CEU PROVIDENCE

VICINITY MAP

SCALE: NTS

LOCATION MAP

SCALE: NTS

PROJECT

LOCATION

PROJECT DESCRIPTION:

THE PROJECT INCLUDES ONE (1) BASE BID ITEM (BBI) AND TWO (2)

OPTIONAL BID ITEMS (OBIs) AS SUMMARIZED BELOW. ANY WORK

THAT IS NOT SPECIFIED AS BEING PART OF AN OBI SHALL BE

INCLUDED AS PART OF THE BASE BID SCOPE.

1. THE BBI WORK INCLUDES THE FOLLOWING ITEM AND

INCIDENTAL RELATED WORK:

BBI NO. 1:

RPUID 15754, STEEL BULKHEAD: PATCH THE OVERSIZED

TIE-ROD PENETRATIONS (78 EA) AND PICK HOLES (131 EA)

ALONG THE WEST AND EAST FACE MAIN PIER AND REPAIR FOUR

(4 EA) TIE RODS ALONG THE EAST FACE MAIN PIER AS

SPECIFIED AND SHOWN IN THE CONTRACT DOCUMENTS.

RPUID 49849, MISC PAVED AREAS: REPLACE THE CONCRETE

PAVEMENT ALONG THE WEST FACE MAIN PIER AND REPLACE

THE ASPHALT PAVEMENT ALONG THE EAST FACE MAIN PIER AS

SPECIFIED AND SHOWN IN THE CONTRACT DOCUMENTS.

RPUID 15764, PERIMETER FENCE: REPLACE THE PERIMETER

FENCE ALONG THE WEST AND EAST FACE MAIN PIER AS

SPECIFIED AND SHOWN IN THE CONTRACT DOCUMENTS.

RPUID 811955, UTILITY COMM LINES: RELOCATE THE

UNDERGROUND FIRE ALARM LINE AT THE WEST FACE MAIN PIER

OUTSIDE THE FOOTPRINT OF THE PROPOSED CONCRETE

PAVEMENT AS SPECIFIED AND SHOWN IN THE CONTRACT

DOCUMENTS.

2. THE OBI WORK INCLUDES THE FOLLOWING ITEMS AND

INCIDENTAL RELATED WORK:

OBI NO. 1:

RPUID 15754, STEEL BULKHEAD: SEAL AND PRESSURE GROUT

THE IDENTIFIED HISTORIC ROCK ANCHORS, HISTORIC PATCH

PLATES, HISTORIC WALE FIXING BOLT HOLES, EXISTING ROCK

ANCHORS, EXISTING TIE ROD, AND EXISTING ROCK ANCHOR

COLLAR PLATES AT THE NORTHEAST CORNER, NORTH FACE,

AND NORTHWEST CORNER MAIN PIER AS SPECIFIED AND

SHOWN IN THE CONTRACT DOCUMENTS.

OBI NO. 2:

RPUID 15754, STEEL BULKHEAD: REPLACE THE EXISTING TIMBER

FENDER SYSTEM AT THE NORTHWEST CORNER MAIN PIER AS

SPECIFIED AND SHOWN IN THE CONTRACT DOCUMENTS.

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DESCRIPTION

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MARK

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EDITED BY:

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DATE

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BRANCH CHIEF

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APPROVING OFFICER DATE

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USCG DRAWING N0.

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USCG PROJECT NO.

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USCG FILENAME

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A/E COMPANY:

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CONSULTING A/E:

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ENGINEERING UNIT

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PROVIDENCE

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CIVIL

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REPAIR STEEL BULKHEAD AND MISC PAVED AREAS

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SECTOR NORTHERN NEW ENGLAND

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SOUTH PORTLAND

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GENERAL

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COVER SHEET

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STEEL BULKHEAD

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P2809604G-001.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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1DA

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1DA

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1DA

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MICHAEL P. CAROSOTTO, PE

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MICHAEL P. CAROSOTTO, PE

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DAVID C. DILL, PE

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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JUN 2023

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U.S. COAST GUARD

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CIVIL ENGINEERING

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QUEBEC CANADA

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(S. PORTLAND)

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LOCATION

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PROJECT

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PORTSMOUTH N.H.

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MAINE

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NEW HAMPSHIRE

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(RTE. 1)

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BANGOR

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AUGUSTA

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TURNPIKE

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CARIBOU

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NEW BRUNSWICK

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CANADA

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DEERING AVE.

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FOREST AVE.

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FORE

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COMMERCIAL ST.

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BROADWAY

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VETERANS

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CONGRESS ST.

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DANFORTH ST.

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MEMORIAL

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BRIDGE

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PORTLAND

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ROAD

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COTTAGE

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PORTLAND

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ST.

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ROAD

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PINE

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BRIDGE

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PORTLAND

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BROADWAY

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SOUTH

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ST.

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PREBLE

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SHORE

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ISLAND

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HOUSE

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BLVD.

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AVE

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BRIGHTON

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BAXTER

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ISLAND

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LITTLE DIAMOND

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PROMENADE

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WASHINGTON AVE.

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ST.

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FORE

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EASTERN

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PORTLAND

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HARBOR

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RIVER

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BACK COVE

ELEVATION

SECTION

DETAIL

CROSS-REFERENCE LEGEND

INDICATES REFERENCE QUADRANT SHEET LOCATION

SHEET WHERE SECTION/DETAIL/ELEVATION

IS TAKEN

INDICATES REFERENCE QUADRANT ON DESTINATION SHEET

SHEET WHERE SECTION IS SHOWN

INDICATES REFERENCE QUADRANT ON DESTINATION SHEET

SHEET WHERE DETAIL IS SHOWN

INDICATES REFERENCE QUADRANT ON DESTINATION SHEET

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TRUE NORTH DIRECTION

REFERENCE DOCUMENTS:

1. THE FOLLOWING REFERENCE MATERIALS WERE USED TO INFORM THE DESIGNER OF

RECORD OF THE EXISTING SITE CONDITIONS AND ARE AVAILABLE TO THE

CONTRACTOR UPON REQUEST. REVIEW OF THIS MATERIAL IS NOT REQUIRED FOR

BIDDING PURPOSES.

A. 16 MAR 2017, FINAL APPROVED DRAWINGS, CG PROJECT NUMBER 562631:

USCG SECTOR NORTHERN NEW ENGLAND, WATERFRONT REPAIRS, SOUTH

PORTLAND, MAINE; PREPARED BY CHILDS ENGINEERING CORPORATION OF

BELLINGHAM, MA FOR USCG CIVIL ENGINEERING UNIT PROVIDENCE,

WARWICK, RI.

B. DEC 1992, AS-BUILT DRAWINGS, CG PROJECT NUMBER 01-01-82: MOORING

FACILITY CONSTRUCTION PROJECT, U.S. COAST GUARD BASE SOUTH

PORTLAND, MAINE; PREPARED BY USCG FACILITIES DESIGN &

CONSTRUCTION CENTER, NORFOLK, VA.

C. 5 JULY 1994, FINAL APPROVED DRAWINGS, CG PROJECT NUMBER

01-P2477-43: CENTRAL FIRE ALARM SYSTEM, U.S. COAST GUARD BASE

SOUTH PORTLAND, MAINE; PREPARED BY USCG CIVIL ENGINEERING UNIT

PROVIDENCE, PROVIDENCE, RI.

2. THE REFERENCE MATERIALS LISTED ABOVE ARE NOT INTENDED TO SHOW ALL

EXISTING CONDITIONS AND DETAILS FROM THE ORIGINAL CONSTRUCTION AND

SUBSEQUENT REPAIR OR IMPROVEMENT CONTRACTS BUT ARE INTENDED TO SHOW

BASIC ARRANGEMENT OF THE FACILITIES, GENERAL LOCATIONS OF REPAIRS, AND

OTHER IMPROVEMENTS.

ABBREVIATIONS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

APPROX. APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

AWPA AMERICAN WOOD PRESERVES ASSOCIATION

AWS AMERICAN WELDING SOCIETY

BBI BASE BID ITEM

BMP BEST MANAGEMENT PRACTICES

BTM BOTTOM

BWTN BETWEEN

CB CARRIAGE BOLT

CEU CIVIL ENGINEERING UNIT

CJ CONTRACTION JOINT

CL CENTER LINE

CLR CLEAR

COMM COMMUNICATIONS

CONC CONCRETE

CONSTR JTCONSTRUCTION JOINT

CONT CONTINUOUS

CONT'D CONTINUED

COR CONTRACTING OFFICER REPRESENTATIVE

DIA/Ø DIAMETER

DIM DIMENSION

DWG DRAWING

E EAST

EA EACH

EFMP EAST FACE MAIN PIER

EJ EXPANSION JOINT

ELEV ELEVATION

EPC EPOXY COATED

EQ EQUAL

ES EACH SIDE

EX EXISTING

EXP EXPANSION

F&I FURNISH AND INSTALL

FH FLAT HEAD

FNDN FOUNDATION

FT FOOT/FEET

FTG FOOTING

FW FLAT WASHER

HDG HOT DIPPED GALVANIZED

HH HAND HOLE

HHN HEAVY HEX NUT

HLN HEX LOCK NUT

HORIZ HORIZONTAL

IBC INTERNATIONAL BUILDING CODE

I.D. INSIDE DIAMETER

IN INCH(ES)

KO CONTRACTING OFFICER

L LENGTH

LBS POUNDS

LF LINEAR FEET

LG LONG

LOD LIMITS OF DISTURBANCE

LW LOCK WASHER

MW MALLEABLE WASHER

MAX MAXIMUM

MHW MEAN HIGH WATER

MHHW MEAN HIGHER HIGH WATER

MIN MINIMUM

MLW MEAN LOW WATER

MLLW MEAN LOWER LOW WATER

MSL MEAN SEA LEVEL

MTL MEAN TIDE LEVEL

N NORTH

NAD83 NORTH AMERICAN DATUM OF 1983

NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988

NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION

NE NORTH EAST

NIC NOT IN CONTRACT

NO. NUMBER

NTS NOT TO SCALE

NW NORTH WEST

NYSDEC NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION

NYSDOS NEW YORK STATE DEPARTMENT OF STATE

NYSDOT NEW YORK STATE DEPARTMENT OF TRANSPORTATION

OC ON CENTER

OCEW ON CENTER EACH WAY

OBI OPTIONAL BID ITEM

OD OUTSIDE DIAMETER

OW OGEE WASHER

P&M PROTECT AND MAINTAIN

PCF POUNDS PER CUBIC FOOT

PL PLATE

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

QTY QUANTITY

R&D REMOVE AND DISPOSE

R&R REMOVE AND REINSTALL

R&S REMOVE AND STOCKPILE

REF REFERENCE

REQ'D REQUIRED

RIK REPLACE IN-KIND

RPUID REAL PROPERTY UNIQUE IDENTIFIER

S SOUTH

SE SOUTH EAST

SF SQUARE FEET

SPECS SPECIFICATIONS

E8 VERTICAL DATUM CONVERSION DIAGRAM

SCALE: NTS

MLLW

MLW

NGVD 29

NAVD 88

MHW

MHHW

N T

G E

EL. 0.00'

EL. 0.39'

EL. 5.04'

EL. 5.73'

EL. 10.17'

EL. 10.57'

MLLW

EL. -5.73'

EL. -5.34'

EL. -0.69'

EL. 0.00'

EL. 4.44'

EL. 4.84'

NAVD 88

ABBREVIATIONS CONTINUED

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

SW SOUTH WEST

T&B TOP & BOTTOM

TYP TYPICAL

UG UNDERGROUND

UHMW ULTRA HIGH MOLECULAR WEIGHT POLYETHELENE

U.S. UNITED STATES

USACE UNITED STATES ARMY CORPS OF ENGINEERS

USCG UNITED STATES COAST GUARD

UTIL UTILITIES

W WEST

WFMP WEST FACE MAIN PIER

W/ WITH

& AND

@ AT

' FEET/FOOT

" INCHES

< LESS THAN

> GREATER THAN OR EQUAL

% PERCENTAGE

± PLUS/MINUS

CIVIL LEGEND

PROPERTY LINE/EASEMENT

LOD

BUILDING

BULKHEAD

ROCK ANCHOR AND ROCK ANCHOR ID

FENCE

UNDERGROUND ELECTRIC LINE

UNDERGROUND GAS LINE

UNDERGROUND TELECOMMUNICATIONS LINE

UNDERGROUND FIRE ALARM LINE

UNDERGROUND WATER LINE

UNDERGROUND SANITARY SEWER

UNDERGROUND STORM DRAIN

FIRE ALARM HAND HOLE

ELECTRICAL PANEL

ELECTRICAL METER

TRANSFORMER

GAS METER

OVERHEAD LIGHT AND POLE

CLEAT

PARKING BOLLARD

PLAN VIEW TITLE SAMPLE

SCALE: AS NOTED

INDICATES REFERENCE QUADRANT SHEET LOCATION

NOTES:

THE ELEVATION DATA SHOWN ABOVE WAS OBTAINED FROM

REFERENCE A BELOW.

PHOTO TITLE LEGEND

INDICATES REFERENCE

QUADRANT SHEET LOCATION

INDICATES DIRECTION AND

DATE PHOTO WAS TAKEN

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LOCATION IS DOCUMENTED

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MARK

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USCG FILENAME

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SHEET ID

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SHEET ID

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REPAIR STEEL BULKHEAD AND MISC PAVED AREAS

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SECTOR NORTHERN NEW ENGLAND

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SOUTH PORTLAND

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GENERAL

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LEGEND & ABBREVIATIONS

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STEEL BULKHEAD

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P2809604G-002.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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JUN 2023

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US COAST GUARD

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GENERAL NOTES:

1. THE SITE IS LOCATED IN SOUTH PORTLAND, CUMBERLAND COUNTY, MAINE.

2. THESE DRAWINGS ARE NOT INTENDED TO REPLACE THE SPECIFICATIONS. SEE SPECIFICATIONS

FOR ADDITIONAL REQUIREMENTS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE

DRAWINGS AND SPECIFICATIONS.

3. UTILITY SIZES AND LOCATIONS, WHEN SHOWN ON THESE DRAWINGS, ARE CONSIDERED

APPROXIMATE. THE ACTUAL SIZE AND LOCATION OF UTILITIES MAY VARY FROM THOSE SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL UTILITIES, GRADES, AND DIMENSIONS PRIOR TO THE START OF WORK. THE CONTRACTOR SHALL NOTIFY THE COR OF

ANY DISCREPANCIES, IN WRITING, PRIOR TO BEGINNING AFFECTED WORK. THE CONTRACTOR

SHALL MAKE PROVISIONS TO ENSURE UTILITY LINES ARE PROTECTED AND REMAIN IN CONTINUOUS

OPERATION, UNLESS OTHERWISE NOTED.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT DIG SAFE AND THE USCG COR A

MINIMUM OF 72 HOURS BEFORE COMMENCING WITH ANY EXCAVATION RELATED WORK, IN ORDER

THAT ALL AFFECTED UTILITY COMPANIES ARE NOTIFIED.

5. EXISTING CONSTRUCTION, INCLUDING UTILITIES, DRAINAGE, AND OTHER MISCELLANEOUS WORK WHICH IS TO REMAIN, SHALL BE UNDISTURBED AND PROTECTED. HOWEVER, SOME UTILITIES MAY

REQUIRE TEMPORARY REMOVAL TO PERFORM THE WORK. REINSTALL TEMPORARILY REMOVED

UTILITIES OR REPLACE WITH NEW MATERIALS IN-KIND.

6. LIMITED WATER AND POWER ARE AVAILABLE ON SITE. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR PROVIDING CONNECTIONS AS NEEDED IN COORDINATION WITH THE COR.

7. RIGHT-OF-WAY LINES, LEASE LINES, AND EASEMENT LINES, WHEN SHOWN ON THESE DRAWINGS, ARE CONSIDERED APPROXIMATE AND WERE OBTAINED FROM HISTORIC RECORDS.

8. CONSTRUCTION LIMITS COINCIDE WITH PROPERTY LINE AND/OR LEASE LIMITS AS SHOWN ON THE

DRAWINGS.

9. THE USCG SHALL PROVIDE A STAGING AREA WITHIN THE PROPERTY FOR THE CONTRACTOR'S USE

AS SHOWN ON THE DRAWINGS OR AS AGREED TO BY THE KO DURING THE PRE-CONSTRUCTION

MEETING. THE CONTRACTOR SHALL STORE CONSTRUCTION MATERIALS WITHIN ITS DESIGNATED

STAGING AREA AND SHALL NOT STORE SUCH MATERIALS IN OTHER NON-AUTHORIZED AREAS.

10. REFER TO APPENDIX A OF THE SPECIFICATIONS FOR THE ENVIRONMENTAL REGULATORY PERMITS

ISSUED FOR THIS PROJECT. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR

ADHERING TO THE CONDITIONS PROVIDED WITHIN THESE DOCUMENTS.

11. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. SAFETY PROVISIONS SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND

LOCAL REGULATIONS. THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND SHALL NOT BE

LIMITED TO NORMAL WORKING HOURS.

12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DEVELOP ERECTION PROCEDURES AND SEQUENCING

TO INSURE THE PROTECTION OF EXISTING AND PROPOSED STRUCTURES AND THE SAFETY AND

PROTECTION OF UNIT PERSONNEL, CONSTRUCTION PERSONNEL, AND THE PUBLIC, UNLESS

OTHERWISE DIRECTED BY THE COR. THIS INCLUDES THE ADDITION OF NECESSARY TEMPORARY

SUPPORTS (E.G., BRACING, SHORING, SHEETING, GUYS, TIEDOWNS, ETC.). SUCH TEMPORARY MATERIAL SHALL BE DESIGNED BY THE CONTRACTOR AND SHALL REMAIN THE PROPERTY OF THE

CONTRACTOR.

13. THE WORK SHALL BE CONDUCTED IN A MANNER THAT WILL MINIMIZE INTERRUPTIONS TO THE DAILY

OPERATIONS OF USCG SEC NORTHERN NEW ENGLAND. REFER TO THE CONSTRUCTION

SEQUENCING NOTES FOR ADDITIONAL REQUIREMENTS.

14. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD BEFORE ORDERING ANY MATERIAL, COMMENCING ANY FABRICATION, OR PERFORMING ANY WORK.

THE CONTRACTOR SHALL NOTIFY THE USCG COR, IN WRITING, OF ANY CONDITIONS OR

DIMENSIONS WHICH VARY FROM THOSE SHOWN ON THE DRAWINGS AND INCORPORATE SUCH

VARIATIONS IN THE CONSTRUCTION AS APPROVED BY THE USCG.

15. WATER ELEVATIONS AT THE SITE ARE TIDAL AND WILL VARY.

16. THE PROPOSED WORK IS LOCATED WITHIN A FEMA ZONE A5 FLOOD ZONE AND WILL BE INUNDATED DURING THE 100 YEAR FLOOD. THE 100 YEAR FLOOD ELEVATION IS ESTIMATED AT ABOUT EL. 11

FEET (NGVD 29) AS SHOWN ON THE CITY OF SOUTH PORTLAND, MAINE, CUMBERLAND COUNTY,

FLOOD INSURANCE RATE MAP NUMBER 230053 003 D, PANEL 9 OF 10, LAST REVISED APRIL 17, 1985.

17. ALL AREAS DISTURBED DURING DEMOLITION OR CONSTRUCTION SHALL BE RESTORED TO THEIR

ORIGINAL CONDITION BY THE CONTRACTOR, UNLESS OTHERWISE NOTED.

18. MATERIAL TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFFSITE BY THE CONTRACTOR DAILY

IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS.

19. THE CONTRACTOR SHALL OBTAIN, DAILY, A BURNING PERMIT FROM THE USCG FOR ALL WELDING

AND TORCH CUTTING.

20. THE CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS NECESSARY FOR A COMPLETE

SYSTEM, WHETHER SHOWN OR NOT ON THE DRAWINGS. ALL WORK SHALL BE COORDINATED

BETWEEN GENERAL, CIVIL, DEMOLITION, STRUCTURAL, AND ELECTRICAL DRAWINGS.

21. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY ADDITIONAL COST ASSOCIATED WITH THIRD

PARTY REINSPECTION OR RETEST WHEN PRIOR REJECTION MAKES REINSPECTION OR RETEST

NECESSARY.

22. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE COR FOR APPROVAL

PRIOR TO FABRICATION AND CONSTRUCTION. PROPOSED CONTRACTOR CHANGES SHOWN ON

SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.

ENVIRONMENTAL PROTECTION PLAN:

1. IN ORDER TO PROTECT THE FORE RIVER FROM HAZARDOUS MATERIALS RELEASES DURING THE

COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING

PREVENTATIVE MEASURES TO AVOID ANY ENVIRONMENTAL IMPACTS. THESE MEASURES SHALL

INCLUDE, BUT NOT BE LIMITED TO:

1.1. ALL EQUIPMENT PROPOSED TO BE UTILIZED BY THE CONTRACTOR SHALL BE IN GOOD

WORKING CONDITION AND INSPECTED DAILY FOR LEAKS.

1.2. A SPILL KIT, ABSORBENT MATERIALS, AND CONTAINMENT BERM SHALL BE ON SITE AT ALL

TIMES DURING CONSTRUCTION OPERATIONS.

1.3. ALL FUEL TRANSFER OPERATIONS SHALL BE CONDUCTED IN AN EFFICIENT AND SAFE MANNER

IN ACCORDANCE WITH THE CONTRACTOR'S OPERATIONS MANUAL AND THE REQUIREMENTS

SPECIFIED. OIL ABSORBENT DIAPERS SHALL BE PLACED UNDER ALL EQUIPMENT DURING

FUELING OPERATIONS.

1.4. ALL HYDRAULIC EQUIPMENT OPERATING ON SITE SHALL HAVE VEGETABLE BASED, NON-TOXIC, NON-POLLUTING, AND BIO-DEGRADABLE HYDRAULIC FLUID.

1.5. ALL EQUIPMENT SHALL BE PROPERLY MAINTAINED AND RECORDED IN WEEKLY LOGS AS TO

REQUIREMENTS FOR AND ACTUAL MAINTENANCE COMPLETED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEANUP AND REMEDIATION OF HAZARDOUS

MATERIAL RELEASES.

REQUIRED DESIGN CODES:

1. MAINE UNIFORM BUILDING AND ENERGY CODE

2. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, AMERICAN SOCIETY OF CIVIL

ENGINEERS, ASCE 7-16

3. UNITED FACILITIES DESIGN, UFC 4-152-01 DESIGN: PIERS AND WHARVES

4. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS

5. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN CONCRETE INSTITUTE, ACI 318-19

6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STEEL CONSTRUCTION MANUAL, AISC 15TH

EDITION

7. AMERICAN WELDING SOCIETY, AWS D1.1

8. NATIONAL DESIGN STANDARD (NDS) FOR WOOD CONSTRUCTION.

LAYOUT:

1. THE VERTICAL CONTROL DATUM FOR THIS PROJECT IS NAVD 88 PER POST PROCESSED GPS

OBSERVATIONS.

2. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SURVEY CONTROL THROUGHOUT CONSTRUCTION

TO ESTABLISH AND MAINTAIN ALL LINES AND ELEVATIONS.

EXISTING CONDITIONS:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTION 02 41 00, DEMOLITION AND

DECONSTRUCTION.

METALS:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTION 05 50 15, CIVIL WORKS

FABRICATION.

WOODS, PLASTICS AND COMPOSITES:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTION 06 13 33, PIER TIMBERWORK.

2. THE CONTRACTOR SHALL NOTE THAT WHERE INCH MARKS ARE USED (") IN A TIMBER DESIGNATION, IT IS INFERRED THAT THOSE DIMENSIONS SHALL BE TAKEN AS ACTUAL. FOR EXAMPLE, A 2" X 4" TIMBER SHALL BE SURFACED FOUR SIDES (S4S) TO 2 INCHES BY 4 INCHES ACTUAL. WHERE INCH MARKS ARE NOT USED IN A TIMBER DESIGNATION, THE DIMENSIONS SHALL BE TAKEN AS NOMINAL.

FOR EXAMPLE, A 2 X 4 TIMBER SHALL BE S4S TO STANDARD NOMINAL DIMENSIONS (I.E., 1.5 INCHES

X 3.5 INCHES).

FINISHES:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTION 09 97 13.26, COATING OF

STEEL WATERFRONT STRUCTURES.

ELECTRICAL:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTIONS 26 00 00.00 20, BASIC ELECTRICAL MATERIALS AND METHODS; 26 05 19.00 10, INSULATED WIRE AND CABLE; AND 26 27 29, MARINA ELECTRICAL WORK.

EARTHWORK:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTION 31 05 19, GEOTEXTILE AND 31

68 14, BULKHEAD PRESSURE GROUTING.

EXTERIOR IMPROVEMENTS:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTION 32 10 00, BITUMINOUS

CONCRETE PAVEMENT; 32 11 16, BASE AND SUBBASE COURSES FOR RIGID AND FLEXIBLE

PAVEMENT; 32 13 13.06, PORTLAND CEMENT CONCRETE PAVEMENT FOR SITE FACILITIES; AND 32 31

13, CHAIN LINK FENCES AND GATES.

TEMPORARY ENVIRONMENTAL CONTROLS:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTION 01 57 19, ENVIRONMENTAL

PROTECTION.

2. TURBIDITY BARRIERS SHALL BE DEPLOYED AROUND AND/OR IMMEDIATELY ADJACENT TO THE

WORK AREA THAT COULD POTENTIALLY PRODUCE TURBIDITY IN THE WATER (E.G., PRESSURE

GROUTING, TIMBER FENDER SYSTEM DEMOLITION).

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND MAINTAIN ENVIRONMENTAL CONTROLS AS REQUIRED BY FEDERAL, STATE, AND MUNICIPAL REGULATIONS AND PERMITS. ENVIRONMENTAL CONTROLS SHALL INCLUDE, BUT NOT BE LIMITED TO SEDIMENTATION, TURBIDITY, AND DUST.

4. THE PROJECT REQUIRES THE IMPLEMENTATION OF BEST MANAGEMENT PRACTICES (BMP) DURING

CONSTRUCTION WORK TO PREVENT/MINIMIZE ENVIRONMENTAL IMPACTS DURING THE

CONSTRUCTION ACTIVITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO:

A. NO DEBRIS SHALL BE ALLOWED TO ENTER THE WATER. THE CONTRACTOR SHALL PROVIDE A

TEMPORARY PLATFORM OR OTHER SUITABLE POSITIVE MEANS OF CAPTURING DEBRIS FROM

CONSTRUCTION AND DEMOLITION OPERATIONS. THESE FACILITIES SHALL BE IN PLACE AND

APPROVED BY THE COR BEFORE STARTING ANY DEMOLITION WORK.

5. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, BOOMS, TARPAULINS, FLOATS, STAGING AND OTHER DEVICES NECESSARY TO PREVENT CONSTRUCTION DEBRIS FROM

ENTERING THE WATER AND AIRBORNE MATERIALS FROM LEAVING THE IMMEDIATE VICINITY OF THE

SITE.

6. DEMOLITION DEBRIS FALLING INTO THE WATER SHALL BE PROMPTLY REMOVED BY THE

CONTRACTOR. UNDERWATER INSPECTIONS MAY BE CONDUCTED BY THE USCG TO VERIFY THAT

THE CONTRACTOR HAS REMOVED ALL DEMOLITION AND CONSTRUCTION DEBRIS FROM THE

MUDLINE.

CONSTRUCTION SEQUENCING:

1. SEC NORTHERN NEW ENGLAND IS AN ACTIVE USCG INSTALLATION AND WILL MAINTAIN

CONTINUOUS OPERATION THROUGHOUT THE COMPLETION OF THIS PROJECT. ACCORDINGLY, THE

CONTRACTOR SHALL NOT INTERFERE WITH UNIT OPERATIONS OR IMPEDE UPLAND OR WATER

BASED ACCESS. ACCESS TO EMERGENCY RESPONSE VESSELS AND THE ABILITY TO GO UNDERWAY

SHALL BE CONTINUOUSLY MAINTAINED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL TO BEGIN EACH PHASE OF WORK IN COORDINATION WITH THE KO AND SEC NORTHERN NEW ENGLAND COMMANDING OFFICER.

3. CONTRACTOR CONSTRAINTS TO SEQUENCING ARE AS FOLLOWS:

A. DESIGN, APPROVAL, FABRICATION, AND DELIVERY OF THE REQUIRED CONSTRUCTION

MATERIALS SHALL BE COMPLETED BY THE CONTRACTOR PRIOR TO BEGINNING ANY WORK ON

SITE IN ORDER TO MINIMIZE THE AMOUNT OF TIME THAT THE AFFECTED INFRASTRUCTURE IS

OUT OF SERVICE.

B. SECTOR NORTHERN NEW ENGLAND VESSELS DISPLACED BY THE PROPOSED WORK WILL

TEMPORARILY MOOR AT ADJACENT FLOATING DOCKS. THE CONTRACTOR SHALL MAINTAIN OPEN

ACCESS FOR SECTOR NORTHERN NEW ENGLAND VESSELS FROM ALL ACTIVE FLOATING DOCKS

TO THE BOAT BASIN ENTRANCE AT ALL TIMES IN ORDER TO PREVENT ANY IMPACT TO UNIT

OPERATIONS.

C. AREAS OF THE FACILITY NOT UNDER CONSTRUCTION SHALL REMAIN IN OPERATION DURING

CONSTRUCTION. KEEP ALL CONSTRUCTION ACTIVITIES AND PERSONNEL CLEAR OF FACILITY

OPERATIONS.

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DESCRIPTION

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MARK

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DATE

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PLOTTING SCALE:

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SCALE:

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USCG DRAWING N0.

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SHEET

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USCG PROJECT NO.

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USCG FILENAME

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A/E COMPANY:

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CONSULTING A/E:

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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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SHEET ID

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REPAIR STEEL BULKHEAD AND MISC PAVED AREAS

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SECTOR NORTHERN NEW ENGLAND

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SOUTH PORTLAND

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GENERAL

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GENERAL NOTES

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STEEL BULKHEAD

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P2809604G-003.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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1DA

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1DA

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1DA

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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JUN 2023

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US COAST GUARD

CIVIL ENGINEERING

OVERALL SITE PLAN

SCALE: 1" = 50'

50' 100'0

A2 V-101

SEC NORTHERN NEW ENGLAND

NORTH, 21 DEC 2011 A7 V-101

SEC NORTHERN NEW ENGLAND

SOUTHWEST, 21 DEC 2011

FORE RIVER

O D

WEST FACE MAIN PIER

MAIN PIER

WEST PIER

EAST PIER

WEST PIER

EAST PIER

EAST FACE MAIN PIER

MAIN PIER

HIG

H STREET

HIG

H S

FORE RIVER

A2 V-101

A7 V-101

F1 C-901

F3 C-901

F5 C-901

F7 C-901

F9 C-901

D1 C-901

D3 C-901

D5 C-901

D7 C-901

D9 C-901

B1 C-901

B3 C-901

B5 C-901

B9 C-901 B7

C-901

A1 C-901

A3 C-901

A5 C-901

A7 C-901

A9 C-901

F1, F3 C-902

F5,F7,F9 C-902

D1 C-902

D3, D5 C-902

D7 C-902

D9 C-902

B1 C-902

B3 C-902

B5,B7,B9 C-902

A1,A3 C-902

A5 C-902

A7 C-902

A9 C-902

NOTE:

1. THE FINAL SIZE AND LOCATION OF THE

CONTRACTOR'S STAGING AREA TO BE

PROVIDED BY THE KO FOLLOWING

AWARD. IF CONTRACTOR VESSELS ARE

PROPOSED, KO WILL ALSO PROVIDE

ACCEPTABLE MOORING LOCATIONS

FOLLOWING AWARD.

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EAST PIER

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WEST PIER

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SCO

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SCO

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BUILDING 4

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SAND BLAST BUILDING

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SHEET METAL

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BOAT HOUSE

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1 STORY

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BUILDING 9

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1 STORY

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SHEET METAL

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INTERIOR

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FLOATING DOCK

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BUILDING 5

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1 STORY

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SHEET METAL

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HAZMAT

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STORAGE

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STORAGE

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WOOD FRAME

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BUILDING 11

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1 STORY

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BUILDING 7

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SHEET METAL

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BOAT MAINTENANCE

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BUILDING 7

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SHEET METAL

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2 STORY

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BRICK / WOOD

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2 STORY

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SHEET METAL

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ENGINEERING

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SUPPORT

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ELECTRIC

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SYSTEMS

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1 STORY

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WOOD

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1 STORY

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1 STORY

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BLOCK

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AUT BUILDING

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BUILDING 3

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SECTOR

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BUILDING 3A

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CGC SHACKLE

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STORAGE

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BUILDINGS

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BUILDING 10

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METAL

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CONTAINER

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WOOD

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TRAVEL LIFT PIER

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MAIN PIER

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SHACKLE FLOATING DOCK

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NORTH ANT FLOATING DOCK

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SOUTH ANT FLOATING DOCK

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WEST FACE MAIN PIER

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EAST FACE MAIN PIER

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NE CORNER

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CONCRETE PAVEMENT

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MAIN PIER

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NW CORNER

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NORTH FACE

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BUILDING 2

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BUILDING 1

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2 STORY

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BALL COURT

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BRICK

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BRICK

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DESCRIPTION

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MARK

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EDITED BY:

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PLOTTING SCALE:

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USCG DRAWING N0.

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SHEET

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USCG PROJECT NO.

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USCG FILENAME

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A/E COMPANY:

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CONSULTING A/E:

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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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SHEET ID

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REPAIR STEEL BULKHEAD AND MISC PAVED AREAS

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SECTOR NORTHERN NEW ENGLAND

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SOUTH PORTLAND

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SURVEY

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OVERALL SITE PLAN

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STEEL BULKHEAD

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P2809604V-101.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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1DA

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1DA

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1DA

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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JUN 2023

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US COAST GUARD

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CIVIL ENGINEERING

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STA 0+00

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STA 4+44

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STA 11+33

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STA 5+18

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STA 7+91

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STA 8+68

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STA 12+33

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STA 14+80

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STA 15+61

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STA 18+14

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STA 18+92

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STA 23+00

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STA 19+50

STA 3+88

CD301

WEST FACE MAIN PIER DEMOLITION PLAN

SCALE: 1" = 20'

EAST FACE MAIN PIER DEMOLITION PLAN

SCALE: 1" = 20'

R&D EX ASPHALT PAVEMENT AND GEOTEXTILE FABRIC,

STRIP AND STOCKPILE EX BASE COURSE

R&D EX FENCE AND GATE FROM STA 19+50 TO 23+00

EXCAVATE BEHIND BULKHEAD AND STOCKPILE AS REQ'D

TO EXPOSE TIE-RODS AND DEMO EX SHEET PILE PICK

HOLE PATCH PLATES FROM STA 19+50± TO 23+00±

SAW-CUT EX ASPHALT PAVEMENT ALONG

INTERFACE WITH NEW PAVEMENT (TYP.)

CLEAR EXISTING VEGETATION AS

REQ'D TO PERFORM WORK

CLEAR EX VEGETATION AS REQ'D

TO PERFORM WORK

R&D EX GRAVEL SURFACE AND ANY PAVEMENT REMNANTS

BELOW AS REQ'D FOR NEW PAVEMENT INSTALLATION

R&D EX FENCE AND GATES FROM

STA 0+00± TO 3+88±

EXCAVATE BEHIND BULKHEAD AND STOCKPILE AS

REQ'D TO EXPOSE TIE-RODS AND DEMO EX SHEET PILE

PICK HOLE PATCH PLATES FROM STA 0+00± TO 3+88±

R&D EX CONCRETE PAVEMENT

AND GEOTEXTILE FABRIC,

STRIP AND STOCKPILE EX BASE

COURSE (TYP.)

SAW-CUT EX ASPHALT

PAVEMENT ALONG INTERFACE

WITH NEW PAVEMENT

35'-0"

(TYP.)

20' 40'0

STA 19+50± TO 23+00±

(31) TIE RODS EXTENDING TO TIMBER DEADMAN

(NOT SHOWN FOR CLARITY)

STA 0+00± TO 3+88±

(47) TIE RODS EXTENDING TO TIMBER DEADMAN ANCHOR

(NOT SHOWN FOR CLARITY)

STA 3+40± TO 3+88±

(6) ROCK ANCHORS

NOT SHOWN FOR CLARITY

SEE NOTE 1

CD301

E1 C-301

E7 C-301

R&D EX ASPHALT PAVEMENT

AS REQ'D FOR NEW PAVEMENT

INSTALLATION (4' MIN WIDTH)

SAW-CUT EX ASPHALT

PAVEMENT ALONG

INTERFACE WITH NEW

PAVEMENT

R&R EX TRAILER

R&R EXISTING

STORAGE SHED

P&M BOLLARD (TYP. 5)

P&M EX TRANSFORMER

AND SLAB

R&R CONC. MOUNTED POLE

P&M EX LIGHT POLE

AND FOUNDATION

P&M EX HYDRANT AND W LINE

R&R RAMP

R&D F HH (5 EA) AND UG

F LINE AS SHOWN

P&M EX GAS METER

AND HVAC UNIT

P&M UG G AND E LINES AND

EX GAS METER, EL METER,

AND TRANSFORMER

R&D EX ASPHALT PAVEMENT AND GEOTEXTILE FABRIC,

STRIP AND STOCKPILE EX BASE COURSE (TYP.)

EXCAVATE TO EXPOSE

OUTFALL PIPE

P&M UG E LINEP&M UG E LINE

P&M UG W, E, AND G LINES

R&R EX CONCRETE

BLOCKS AND SAND

NOTES:

1. EXCAVATE TO EXPOSE 4 TIE ROD FIELD

SPLICES BETWEEN 22+30± AND 22+60± IN

THE PRESENCE OF THE COR. PENDING

DIRECTION FROM THE COR, R&D TIE ROD

EXTENSIONS BETWEEN THE EXISTING

SPLICE AND THE BULKHEAD (INCLUSIVE OF

THE SPLICE) AND INSTALL NEW TIE ROD

EXTENSIONS AND SPLICES (QUANTITY UP TO

4 TIE ROD LOCATIONS MAX). TIE ROD

EXTENSIONS SHALL BE R&D AND REPLACED

ONE AT A TIME STARTING WITH THE CENTER

TWO PER DIRECTION OF COR. BACKFILL

WITH COMPACTED SELECT BACKFILL

AFTERWARDS. R&R PARKING BOLLARDS AS

NECESSARY.

2. KO TO PROVIDE CONTRACTOR WITH

STOCKPILING LOCATIONS FOR CG

EQUIPMENT FOLLOWING AWARD.

P&M BUILDING

E4 C-301

DEMO LEGEND

APPROX ASPHALT PAVEMENT

REMOVAL LIMITS

APPROX CONCRETE

PAVEMENT REMOVAL LIMITS

APPROX GRAVEL SURFACE

REMOVAL LIMITS

EXTEND ASPHALT

PAVEMENT REMOVAL

TO EX CONC PAVEMENT

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CHAIN LINK

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TOWER

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ABND 6"OUTFALL

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6"OUTFALL

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ABDN 6"OUTFALL

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12"RCP

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THRES.=

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SPRINKLER

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PORCH

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6 SPACES

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CONC.

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CONCRETE PAVEMENT

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2 STORY

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BRICK / WOOD

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2 STORY

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SHEET METAL

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ENGINEERING

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ASPHALT PAVEMENT

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8"PVC

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4"PVC

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10"STEEL

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12"RCP

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RIM=10.08 INV. OUT=6.27

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6" PVC

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RIM=10.11 6"INV. IN=7.04 6"INV. OUT=7.01

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12"RCP

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8"PVC

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ELEV.=4.31

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ELEV.=6.08

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ELEV.=6.25

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ELEV.=5.73

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6"PVC ABND

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BUILDING 3

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SWITCH

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126V SWITCH

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LADDER

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GATE

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W/ STEEL CHANNEL CAP

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FENCE

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ELEV.=6.18

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CONCRETE

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9 SPACES

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9 SPACES

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F HH

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F HH

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JERSEY

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BARRIERS

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CHAIN LINK FENCE

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GATE

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PAVEMENT

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GAZEBO

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GATE

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F HH

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F HH

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RAMP

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THRES.=

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AWNING

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AWNING

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GATE

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GATE

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AWNING

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CONC.

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F HH

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BUILDING 9

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1 STORY

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SHEET METAL

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BUILDING 5

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1 STORY

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SHEET METAL

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STORAGE

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WOOD FRAME

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BUILDING 11

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1 STORY

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SAND

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F HH

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RIM=9.54 6"PVC/CONC.=8.54 ELBOW=6.79

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6"PVC

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6"PVC

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CONCRETE

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HYDRANT

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AUT BUILDING

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FIRE ALARM

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TERMINAL

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CGC SHACKLE

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METAL BOX

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PYRO

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TOP OF OUTFALL=8.38

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POWER

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SUPPLY

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8"PVC

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RIM=9.38 8" STEEL SLUICE/ CONC.=8.68 INVERT=8.18

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STEEL SHEET PILE BULKHEAD

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HAZMAT

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STORAGE

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1 STORY

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BLOCK

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STORAGE

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SHED

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TRAILER

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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CONCRETE PAVEMENT

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GRAVEL SURFACE

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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CONCRETE PAVEMENT

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W/ STEEL CHANNEL CAP

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GRASS

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DESCRIPTION

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MARK

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EDITED BY:

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DATE

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CHECKED BY:

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DRAWN BY:

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PLOTTING SCALE:

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SCALE:

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USCG DRAWING N0.

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SHEET

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USCG PROJECT NO.

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USCG FILENAME

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A/E COMPANY:

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CONSULTING A/E:

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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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SHEET ID

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REPAIR STEEL BULKHEAD AND MISC PAVED AREAS

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SECTOR NORTHERN NEW ENGLAND

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SOUTH PORTLAND

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CIVIL DEMOLITION

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DEMOLITION PLAN

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STEEL BULKHEAD

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CD101

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AutoCAD SHX Text P2809604

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P2809604CD101.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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1DA

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1DA

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1DA

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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JUN 2023

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US COAST GUARD

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CIVIL ENGINEERING

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STA 0+00

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STA 4+44

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STA 5+18

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STA 18+14

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STA 18+92

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STA 23+00

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STA 1+06

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STA 3+88

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STA 18+50

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STA 19+50

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STA 20+49

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MAIN PIER

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MAIN PIER

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EAST FACE MAIN PIER

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WEST FACE MAIN PIER

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STA 3+40

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STA 22+60

STA 22+30

E1 CD101

SECTION STA 0+00 TO 1+06, STA 20+49 TO 23+00

SCALE: 1/4" = 1'-0"

4' 8'0

E4 CD101

SECTION STA 1+06 TO 3+40

SCALE: 1/4" = 1'-0"

4' 8'0

E7 CD101

SECTION STA 3+40 TO 3+88

SCALE: 1/4" = 1'-0"

4' 8'0

A7 CD101

SECTION STA 19+50 TO 20+49

SCALE: 1/4" = 1'-0"

4' 8'0

R&D CONCRETE AND ASPHALT PAVEMENT AND

GEOTEXTILE FABRIC, STRIP AND STOCKPILE

BASE COURSE TO TO SPECIFIED LIMITS

R&D EX FENCE

AND GATES EXCAVATE BEHIND BULKHEAD AND

STOCKPILE AS REQ'D TO EXPOSE TIE-RODS

NOTES:

1. THE STATIONING SHOWN IS CONSIDERED

TO BE APPROXIMATE.

2. EXCAVATION SLOPE STABILITY AND THE

PROTECTION OF EXISTING STRUCTURES

AND UTILITIES IS THE CONTRACTOR'S

RESPONSIBILITY.

3. EXISTING CONCRETE PAVEMENT IS 8" THICK

ABOVE A 6" BASE AND GEOTEXTILE FABRIC.

EXISTING ASPHALT PAVEMENT ASSUMED

TO BE 4" THICK ABOVE GEOTEXTILE FABRIC

WITH A 6" BASE. DEMOLITION TO INCLUDE

BASE AND GEOTEXTILE FABRIC. EXISTING

GRAVEL SURFACES AT THE WEST FACE

MAIN PIER ARE LEVEL WITH TOP OF TIMBER

CURB AND WILL REQUIRE EXCAVATION TO

PAVEMENT SUBGRADE.

R&D FENCE

AND GATES

SEE NOTE 2

EXCAVATE BEHIND BULKHEAD

AND STOCKPILE AS REQ'D TO

EXPOSE TIE-RODS

R&D FENCE

AND GATES EXCAVATE BEHIND BULKHEAD AND

STOCKPILE AS REQ'D TO EXPOSE TIE-RODS

SEE NOTE 2

R&D FENCE

AND GATES EXCAVATE BEHIND BULKHEAD AND

STOCKPILE AS REQ'D TO EXPOSE TIE-RODS

SEE NOTE 2

R&D CONCRETE AND ASPHALT PAVEMENT AND

GEOTEXTILE FABRIC, STRIP AND STOCKPILE

BASE COURSE TO TO SPECIFIED LIMITS

R&D CONCRETE AND ASPHALT PAVEMENT AND

GEOTEXTILE FABRIC, STRIP AND STOCKPILE

BASE COURSE TO TO SPECIFIED LIMITS

R&D CONCRETE AND ASPHALT PAVEMENT AND

GEOTEXTILE FABRIC, STRIP AND STOCKPILE

BASE COURSE TO TO SPECIFIED LIMITS

SEE NOTE 2

EXCAVATE TO EXPOSE (4) TIE-ROD

FIELD SPLICES BETWEEN 22+30±

AND 22+60±. SEE NOTE 1 ON

SHEET CD101

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DESCRIPTION

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MARK

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EDITED BY:

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DATE

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CHECKED BY:

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DRAWN BY:

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PLOTTING SCALE:

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SCALE:

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USCG DRAWING N0.

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SHEET

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USCG PROJECT NO.

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USCG FILENAME

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A/E COMPANY:

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CONSULTING A/E:

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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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SHEET ID

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REPAIR STEEL BULKHEAD AND MISC PAVED AREAS

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SECTOR NORTHERN NEW ENGLAND

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SOUTH PORTLAND

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CIVIL DEMOLITION

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TYPICAL DEMO SECTIONS

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STEEL BULKHEAD

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CD301

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AutoCAD SHX Text P2809604

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P2809604CD301DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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1DA

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1DA

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1DA

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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JUN 2023

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US COAST GUARD

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CIVIL ENGINEERING

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EL. +9.02'

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EL. +5.97'±

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MLLW EL. -5.73'

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EX PZ-35 STEEL SHEET PILE BULKHEAD

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EX TIE ROD, 2 " UPSET TO 3" , 12" UPSET TO 3" ,CONTRACTOR TO FIELD VERIFY

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EX BURIED STEEL SHEET PILE BULKHEAD

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EX EXTERIOR TIE ROD WALE

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MHHW EL. +4.84'

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MUDLINE (EL. VARIES)

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EL. +9.02'

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EL. +5.97'±

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MLLW EL. -5.73'

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EX PZ-22 STEEL SHEET PILE BULKHEAD

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EX TIE ROD, 1 " UPSET TO 2 " , 34" UPSET TO 214" ,CONTRACTOR TO FIELD VERIFY

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EX BURIED STEEL SHEET PILE BULKHEAD

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EX EXTERIOR WALE

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MHHW EL. +4.84'

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MUDLINE (EL. VARIES)

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EL. +9.02'

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EL. +5.97'±

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MLLW EL. -5.73'

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EX PZ-27 STEEL SHEET PILE BULKHEAD

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EX BURIED STEEL SHEET PILE BULKHEAD

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EX EXTERIOR WALE

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MHHW EL. +4.84'

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MUDLINE (EL. VARIES)

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EL. +9.02'

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EL. +5.97'±

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MLLW EL. -5.73'

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EX PZ-35 STEEL SHEET PILE BULKHEAD

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EX BURIED STEEL SHEET PILE BULKHEAD

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EX EXTERIOR TIE ROD WALE

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MHHW EL. +4.84'

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MUDLINE (EL. VARIES)

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ROCK ANCHOR

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EX EXTERIOR ROCK ANCHOR WALE

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EX. FIELD SPLICE

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EX. FIELD SPLICE

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EX. FIELD SPLICE

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EX. FIELD SPLICE

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EX TIE ROD, 1 " UPSET TO 2 " , 34" UPSET TO 214" ,CONTRACTOR TO FIELD VERIFY

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EX TIE ROD, 2 " UPSET TO 3" , 12" UPSET TO 3" ,CONTRACTOR TO FIELD VERIFY

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EX TIMBER CURB

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EX TIMBER CURB

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EX TIMBER CURB

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EX TIMBER CURB

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EX CONCRETE PAVEMENT, ASPHALT PAVEMENT, OR GRAVEL SURFACE, SEE NOTE 3

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EX CONCRETE PAVEMENT, ASPHALT PAVEMENT, OR GRAVEL SURFACE, SEE NOTE 3

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EX CONCRETE PAVEMENT, ASPHALT PAVEMENT, OR GRAVEL SURFACE, SEE NOTE 3

WEST FACE MAIN PIER REPAIR PLAN

SCALE: 1" = 20'

EAST FACE MAIN PIER REPAIR PLAN

SCALE: 1" = 20'

F&I SUBBASE, GEOTEXTILE, BASE,

AND ASPHALT PAVEMENT, SEE

F&I NEW FENCE, SEE

F&I (5) PICK HOLE AND (31) TIE ROD CLOSURE

PLATES FROM STA 19+50± TO 23+00± AND

BACKFILL WITH COMPACTED SUBBASE COURSE, SEE

F&I SUBBASE, GEOTEXTILE, BASE,

AND CONCRETE PAVEMENT, SEE

F&I NEW FENCE, SEE

F&I (126) PICK HOLE AND (47) TIE ROD CLOSURE

PLATES FROM STA 0+00± TO 3+88± AND

BACKFILL WITH COMPACTED SUBBASE COURSE, SEE

20' 40'0

STA 19+50± TO 23+00±

(31) TIE RODS EXTENDING TO TIMBER DEADMAN

(NOT SHOWN FOR CLARITY)

STA 0+00± TO 3+88±

(47) TIE RODS EXTENDING TO TIMBER DEADMAN ANCHOR

(NOT SHOWN FOR CLARITY)

STA 3+40± TO 3+88±

(6) ROCK ANCHORS

NOT SHOWN FOR CLARITY

LONGITUDINAL

CONSTR. JT.

LONGITUDINAL

CONSTR. JT.

C J

SEE NOTE 1

E1 C-301

A7 C-301

E1 C-301

E7 C-301

G R

20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"17'-1"±20'-0"20'-0"20'-0"16'-8"± 353'-9"±

F&I ASPHALT PAVEMENT CLOSURE BETWEEN EXISTING

ASPHALT AND NEW CONCRETE (4' WIDE MIN), SEE

F&I ASPHALT PAVEMENT CLOSURE BETWEEN

EXISTING ASPHALT AND NEW CONCRETE, SEE

REPAIR OUTFALL

PIPE, SEE

F&I NEW F…

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File details come from the government source that posted it. Updated May 13, 2024.