3c_Dwgs_PSN10512490.pdf
PDF 726 KB Posted
- Solicitation number
- 70Z0G125QABCD0003
About this file
This is a set of technical drawings and specifications for a U.S. Coast Guard project to demolish Aid to Navigation (ATON) Isle Au Haut Daybeacon 4 (LLNR 3375) located in Isle Au Haut Thorofare, Maine at coordinates LAT: 44.075445, LONG: -68.636843.
The drawings detail the demolition requirements, including removal of the spindle at the rock line, leaving the remaining rock foundation, and removing all visible debris. The project includes special considerations for a 13-foot tidal change in the area. The contractor must coordinate with CGC Bridle and provide 48 hours notice before performing work. Key project contacts are BMCS Robert Shores (Officer in Charge, CGC Bridle) and LT Kristen Durham-Young (Design Project Manager/COR, USCG Civil Engineering Unit Providence). The contractor must implement environmental control measures to prevent debris contamination of the harbor and dispose of all materials off-site in accordance with local, state and federal regulations. The drawings include vicinity maps, site plans, foundation details, and photos of the existing structure.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 3c_Spec_10512490.pdf | ||
| 7n_General Decision Number ME20240028 03152024.pdf | ||
| 12a_RFQ 70Z0G125QABCD0003.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
DE
MO
LIS
H
AT
ON
IS
LE
A U
HA
UT
D
BN
(LL
NR
IS
LE
A U
HA
UT
T
HO
RO
FA
RE
AT
ON
IS
LE
A U
HA
UT
M E
GE
NE
RA
L
CO
VE
R
SH
EE
T
ISLE AU HAUT
THOROFARE
DAYBEACON 4
(LLNR 3375)
G-001
P1
P1
0G -0
.d wg
US
CG
C
IV
IL
E
NG
IN
EE
RI
NG
U
NI
T
PR
OV
ID
EN
CE
KI
LV
ER
T
ST
, S
UI
TE
W
AR
W
IC
K, R I 0
LT
D
UR
HA
M
- Y
OU
NG
, K
RI
ST
EN
LT
K
DY
JJ
M
JJ
M
LT
K
DY
MICHAEL CAROSOTTO, PE
MICHAEL CAROSOTTO, PE
DAVID GLASS, PE
FI
NA
L
DE
SI
GN
SE
PT
U.S. COAST GUARD
CIVIL ENGINEERING
DE
SI
GN
ED
B Y:
DE
SC
RI
PT
IO
N
M
AR
K
ED
IT
ED
B Y:
DA
TE
CH
EC
KE
D
BY
DR
AW
N
BY
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
TECHNICAL DIRECTOR
BRANCH CHIEF
APPROVING OFFICIAL DATE
SH
EE
T
OF
US
CG
P
RO
JE
CT
N
UM
BE
R
US
CG
F
IL
EN
AM
E
A/ E
CO
M
PA
NY
CO
NS
UL
TI
NG
A
/E
US
CG
P
RO
JE
CT
M
AN
AG
ER
A/
E
PR
OJ
EC
T
NO
SHEET ID
M
EA
SU
RE
M
EN
T
BA
R:
1"
HA
LF
S
IZ
E
1/ 2"
US
CG
D
RA
W
IN
G
SE
RI
ES
N
UM
BE
R
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
PROVIDENCE
CGC BRIDLE / ISLE AU HAUT THOROFARE - ATON
ISLE AU HAUT , MAINE
10512490 DEMOLISH ATON ISLE AU HAUT DBN 4 (LLNR 3375)
ISLE AU HAUT THOROFARE DAYBEACON 4 (LLNR 3375) - REMNANT
EXCELL
EN
C E I N E N G I N E E R I N G
U . S . C O A S T G U
A R
D
CIVIL
ENGINEERING UNIT
PROVIDENCE
VICINITY MAP
SCALE: NTS
LOCATION MAP
SCALE: NTS
ISLE AU HAUT
ISLE AU HAUT
SITE PLAN
SCALE: NTS
ISLE AU HAUT DAYBEACON 4 (LLNR 3375)
LAT: 44.075445
LONG: -68.636843
DRAWING INDEX
SHEET ID SHEET # SHEET TITLE
G-001 01 COVER SHEET
G-101 02 NOTES
SD201 03 DETAILS
SD901 04 PHOTOS
AutoCAD SHX Text
ROCKLAND
AutoCAD SHX Text N.H.
AutoCAD SHX Text
MAINE
AutoCAD SHX Text
BANGOR
AutoCAD SHX Text
AUGUSTA
AutoCAD SHX Text
PORTLAND
AutoCAD SHX Text
GULF OF MAINE
AutoCAD SHX Text
RTE. 95
AutoCAD SHX Text
RTE. 1
AutoCAD SHX Text
BAR HARBOR
AutoCAD SHX Text
GULF OF MAINE
AutoCAD SHX Text
ROCKLAND
AutoCAD SHX Text
BAR HARBOR
AutoCAD SHX Text
STONINGTON (FERRY)
AutoCAD SHX Text
CGC BRIDLE
AutoCAD SHX Text
CGC BRIDLE
MO
LIS
H
AT
ON
IS
LE
A U
HA
UT
D
BN
(LL
NR
IS
LE
A U
HA
UT
T
HO
RO
FA
RE
AT
ON
IS
LE
A U
H
AU
T M
E
GE
NE
RA
L
NO
TE
S
LE
GE
ND
S
ISLE AU HAUT
THOROFARE
DAYBEACON 4
(LLNR 3375)
G-101
P1
P1
0G -1
.d wg
US
CG
, C
EU
P
RO
VI
DE
NC
E
KI
LV
ER
T
ST
SU
IT
E
W
AR
W
IC
K, R I 0
LT
D
UR
HA
M -Y
OU
NG
, K
RI
ST
EN
LT
K
DY
JJ
M
JJ
M
LT
K
DY
FI
NA
L
DE
SI
GN
SE
PT
US COAST GUARD
CIVIL ENGINEERING
DE
SI
GN
ED
B Y:
DE
SC
RI
PT
IO
N
M
AR
K
ED
IT
ED
B Y:
DA
TE
CH
EC
KE
D
BY
DR
AW
N
BY
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SH
EE
T
OF
US
CG
P
RO
JE
CT
N
UM
BE
R
US
CG
F
IL
EN
AM
E
A/ E
CO
M
PA
NY
CO
NS
UL
TI
NG
A
/E
US
CG
P
RO
JE
CT
M
AN
AG
ER
A/
E
PR
OJ
EC
T
NO
SHEET ID
M
EA
SU
RE
M
EN
T
BA
R:
1"
HA
LF
S
IZ
E
1/ 2"
US
CG
D
RA
W
IN
G
SE
RI
ES
N
UM
BE
R
GENERAL NOTES
1. SCOPE: DEMOLISH ATON ISLE AU HAUT DBN 4 (LLNR 3375) AID. CUT AND REMOVE AT ROCK
LINE.
2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE
PERFORMING ANY WORK. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S
REPRESENTATIVE (COR) IN WRITING OF ANY CONDITIONS OR DIMENSIONS WHICH VARY
FROM THOSE SHOWN ON THE DRAWINGS AND INCORPORATE SUCH VARIATIONS IN THE
CONSTRUCTION IN A MANNER APPROVED BY THE COR. THE COR SHALL BE NOTIFIED
IMMEDIATELY OF ANY DISCREPANCIES FOUND ON THE CONTRACT DOCUMENTS OR FOUND
TO EXIST BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS.
3. THE CONTRACTOR SHALL SCHEDULE DEMOLITION AND EXERCISE ALL NECESSARY CARE TO
PREVENT ANY DAMAGE TO EXISTING FACILITIES BY OR AS A RESULT OF HIS OPERATIONS.
ANY DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE RECTIFIED AS
DIRECTED BY THE COR AT NO ADDITIONAL COST TO THE OWNER.
4. UNLESS NOTED OTHERWISE ON THE DRAWINGS, IN THE CONTRACT, OR IN THE
SPECIFICATIONS, ALL LABOR, EQUIPMENT, MATERIALS, ETC. SHALL BE INCLUDED IN THE
CONTRACTOR'S LUMP SUM PRICE TO COMPLETE THE WORK.
5. THE DETAILED REQUIREMENTS FOR ALL ITEMS DESCRIBED IN THE GENERAL NOTES ARE
CONTAINED IN THE SPECIFICATIONS.
6. CONTRACTOR SHALL NOT COMMENCE ANY CONSTRUCTION OPERATION UNTIL THE
CONTRACTOR HAS VERIFIED THAT CONSTRUCTION/ENVIRONMENTAL PERMITS FOR THIS
PROJECT HAVE BEEN ACQUIRED. CONTRACTOR MUST WORK WITHIN THE CONFINES OF THE
PERMITS.
7. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES AND
STANDARDS, THE PROJECT SPECIFICATIONS, AND PROJECT DRAWINGS. NOTES PROVIDED
IN DRAWINGS SHALL TAKE PRECEDENCE OVER PROJECT SPECIFICATION DOCUMENTS.
STATE AND LOCAL CODES SHALL TAKE PRECEDENCE OVER PROJECT SPECIFICATIONS AND
NOTES ON DRAWINGS. CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY OF ANY
CONFLICTS BETWEEN STATE AND LOCAL CODES, PROJECT SPECIFICATIONS, AND PROJECT
DRAWINGS PRIOR TO ANY CONSTRUCTION.
8. CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO NOT INTERFERE WITH, OR BE
DETRIMENTAL TO VESSEL AND VEHICULAR TRAFFIC IN THE AREA DURING THE COURSE OF
THE WORK.
9. THERE IS AN APPROX. 13 FT TIDAL CHANGE IN THE AREA.
10. ALL PERMITS HAVE BEEN RECEIVED.
DEMOLITION
1. CONTRACTOR SHALL REMOVE AID AT BASE AND TOP OF STONE.
2. ALL MATERIAL DEMOLISHED OR REMOVED SHALL BECOME PROPERTY OF THE
CONTRACTOR AND SHALL BE DISPOSED OF OFF-SITE. REMOVED MATERIAL SHALL BE
DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS.
3. THE CONTRACTOR SHALL PROVIDE CONTROL MEASURES AS REQUIRED BY
ENVIRONMENTAL REGULATIONS AND AS REQUIRED TO PREVENT DEBRIS CONTAMINANTS
(SOLID, LIQUID, OR DISSOLVED) FROM ENTERING THE HARBOR.
4. CONTRACTOR SHALL VERIFY AND VALIDATE THAT ALL MATERIALS REMOVED FROM THE SITE
ARE CONTAMINANT FREE PRIOR TO DISPOSING OR RECYCLING OF ANY MATERIAL.
5. THE CONTRACTOR SHALL PROVIDE A MINIMUM 48 HOURS NOTICE TO THE COR AND CGC
BRIDLE BEFORE PERFORMING ONSITE VISITS OR WORK.
POINTS OF CONTACT
1. FOR MATTERS REGARDING THE ISLE AU HAUT DBN 4: BMCS ROBERT SHORES, OFFICER IN
CHARGE, U.S. COAST GUARD CUTTER (CGC) BRIDLE, (207) 664-3784, Robert.L.Shores@uscg.mil.
2. FOR CONTRACT AND PROJECT ADMINISTRATION MATTERS REGARDING THE ISLE AU HAUT
DBN 4: LT KRISTEN DURHAM-YOUNG, DESIGN PROJECT MANAGER, CONTRACTING OFFICER'S
REPRESENTATIVE, US COAST GUARD CIVIL ENGINEERING UNIT PROVIDENCE. (401) 829-0827, Kristen.A.Durham-Young@uscg.mil
TO BE DEMOLISHED
LEGEND
EXISTING BUOY
TO BE DEMOLISHED
D2
SD901
D7
SD901
A2
SD901
A7
SD901
A1 PLAN VIEW
SCALE: N.T.S
LOW TIDE WATER LEVEL
SECTION F
4" DIA. X 7'
155 LBS.
EIGHT 3/4" X 3-1/2"
STAINLESS STEEL CAP
SCREWS W/WASHERS
& NYLON LOCKNUTS
(EA. FLANGE)
SECTION E
4" DIA. X 7'
150 LBS.
185 LBS.
6" DIA. X 3'
SECTION D
8" DIA. X 3'
195 LBS.
SECTION C
195 LBS.
SECTION B
8" DIA. X 3'
8" DIA. X 2'
SECTION A
185 LBS.
INSURE FLANGE
HOLES ARE IN
LINE TO ACCEPT
GINPOLE MOUNTING
BRACKET
2" X 2-1/2" X 3/8"
TAB W/ 15/16" HOLE
FOR BOTTOM MOUNTING
BRACKET OF GINPOLE
BASE PLATE
SEE DETAIL A
NON-SHRINKING GROUT
COMPACTED IN PLACE
1-1/8" X 30 LG.
ROCK OR CONCRETE
W/3 NUTS
(1 UNDERNEATH
FOR LEVELING,
2 ON TOP FOR
LOCKING IN PLACE)
8 SETS REQUIRED.
STD THREADS.
ANCHOR BOLTS
SEE REFERENCE
DWG P001565 FOR
DAYBOARD BRACKET
FABRICATION AND
MOUNTING DETAILS.
LOW TIDE WATER LEVEL
DE
M
O
LI
SH
A
TO
N
IS
LE
A U
HA
UT
D
BN
IS
LE
A
U
HA
UT
T
HO
RO
FA
RE
AT
ON
IS
LE
A
U H
AU
T
M E
ST
RU
CT
UR
AL
DE
TA
IL
S
ISLE AU HAUT
THOROFARE
DAYBEACON 4
(LLNR 3375)
SD501
P1
P1
0S D5
.d wg
US
CG
, C
EU
P
RO
VI
DE
NC
E
KI
LV
ER
T
ST
SU
IT
E
W
AR
W
IC
K, R I 0
LT
D
UR
HA
M -Y
OU
NG
, K
RI
ST
EN
LT
K
DY
JJ
M
JJ
M
LT
K
DY
FI
NA
L
DE
SI
GN
SE
PT
US COAST GUARD
CIVIL ENGINEERING
DE
SI
GN
ED
B Y:
DE
SC
RI
PT
IO
N
M
AR
K
ED
IT
ED
B Y:
DA
TE
CH
EC
KE
D
BY
DR
AW
N
BY
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SH
EE
T
OF
US
CG
P
RO
JE
CT
N
UM
BE
R
US
CG
F
IL
EN
AM
E
A/ E
CO
M
PA
NY
CO
NS
UL
TI
NG
A
/E
US
CG
P
RO
JE
CT
M
AN
AG
ER
A/
E
PR
OJ
EC
T
NO
SHEET ID
M
EA
SU
RE
M
EN
T
BA
R:
1"
HA
LF
S
IZ
E
1/ 2"
US
CG
D
RA
W
IN
G
SE
RI
ES
N
UM
BE
R
Ø2'-0"±
B9 FOUNDATION DETAIL
N.T.S.
3'-0"±
3'-0"±
C4 FOUNDATION DETAIL SHOWING BREAK
N.T.S.
B2 STANDARD SPINDLE - ELEVATION
SCALE: 1/2" = 1'-0"
0 2' 4'1'
NOTES:
1. REMOVE SPINDLE
2. CUT SPINDLE AT ROCKLINE
3. LEAVE REMAINING ROCK
4. REMOVE ALL VISIBLE DEBRIS
AutoCAD SHX Text 34"
AutoCAD SHX Text 21"
AutoCAD SHX Text 2 7/16"
AutoCAD SHX Text 1/4"
M
O
LI
SH
A
TO
N
IS
LE
A U
HA
UT
D
BN
IS
LE
A
U
HA
UT
T
HO
RO
FA
RE
AT
ON
IS
LE
A
U H
AU
T
M E
ST
RU
CT
UR
AL
DE
M
OL
IT
IO
N-
PH
OT
OS
ISLE AU HAUT
THOROFARE
DAYBEACON 4
(LLNR 3375)
SD901
P1
P1
0S D9
.d wg
US
CG
, C
EU
P
RO
VI
DE
NC
E
KI
LV
ER
T
ST
SU
IT
E
W
AR
W
IC
K, R I 0
LT
D
UR
HA
M -Y
OU
NG
, K
RI
ST
EN
LT
K
DY
JJ
M
JJ
M
LT
K
DY
FI
NA
L
DE
SI
GN
SE
PT
US COAST GUARD
CIVIL ENGINEERING
DE
SI
GN
ED
B Y:
DE
SC
RI
PT
IO
N
M
AR
K
ED
IT
ED
B Y:
DA
TE
CH
EC
KE
D
BY
DR
AW
N
BY
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SH
EE
T
OF
US
CG
P
RO
JE
CT
N
UM
BE
R
US
CG
F
IL
EN
AM
E
A/ E
CO
M
PA
NY
CO
NS
UL
TI
NG
A
/E
US
CG
P
RO
JE
CT
M
AN
AG
ER
A/
E
PR
OJ
EC
T
NO
SHEET ID
M
EA
SU
RE
M
EN
T
BA
R:
1"
HA
LF
S
IZ
E
1/ 2"
US
CG
D
RA
W
IN
G
SE
RI
ES
N
UM
BE
R
D2 ISLE AU HAUT- PHOTO1
SCALE: NTS
A2 ISLE AU HAUT- PHOTO2
SCALE: NTS
D7 ISLE AU HAUT- PHOTO 3
SCALE: NTS
A7 ISLE AU HAUT- PHOTO4
SCALE: NTS
| P10512490G-001-G-001 |
| Sheets and Views |
| G-001 |
| P10512490G-101-G-101 |
| Sheets and Views |
| G-101 |
| P10512490SD501-SD501 |
| Sheets and Views |
| SD501 |
| P10512490SD901-SD901 |
| Sheets and Views |
| SD901 |
| 2024-10-21T11:45:20-0400 | |
| CAROSOTTO.MICHAEL.P.1021033398 |
File details come from the government source that posted it. Updated .