12.a Attachment No. 2 - Drawings for AE PSN 16647177.pdf
PDF 14 MB Posted
- Attached to
- REPAIR ATONS LONG ISLAND SOUND (FY23 RPOP) AT UNITED STATES COAST GUARD FIRST DISTRICT, PSN 16647177
- Solicitation number
- 70Z0G124BSLIS0114
About this file
This document is an attachment containing drawings for Aids to Navigation (ATON) assets as part of a federal contract opportunity. The related federal contract opportunity is for the repair and replacement of five ATON assets in the Long Island Sound area under the United States Coast Guard (USCG) First District. The solicitation, with number 70Z0G124BSLIS0114, has an estimated value between $1,000,000 and $5,000,000 and is set aside for small businesses under NAICS code 237990. The base bid consists of repairs to five specific ATON assets, and the performance period is estimated to be 260 calendar days from the Notice to Proceed. Bids are due on July 11, 2024, and award is anticipated in late July or early August 2024. A 20% bid guarantee and performance and payment bonds are required. All relevant solicitation documents, including specifications and applicable Wage Determinations, can be accessed through SAM.gov.
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PS
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MICHAEL P. CAROSOTTO, P.E.
DAVID N. GLASS, P.E.
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U.S. COAST GUARD
CIVIL ENGINEERING
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SHEET ID
TECHNICAL DIRECTOR
BRANCH CHIEF
APPROVING OFFICER DATE
VICINITY MAP
SCALE: NTS
LOCATION MAP
SCALE: NTS
DRAWING INDEX
SHEET ID SHEET NO.
LEVEL II /
SITE
DESIGNATION
SITE SHEET TITLE
U.S. COAST GUARD
CIVIL ENGINEERING
CEU PROVIDENCE
S . S .
U OC A
ENGINEERING UNIT
E E
EXC
L L
E C
N I N
E
PROVIDENCE
CIVIL
I
NG NEER
U A
R D
G T
GNI
BASE BID INDEX
SITE LEVEL II/ SITE
DESIGNATION BID DESIGNATION
PORT CHESTER LIGHT 4 (LLNR 25545) A BASE BID
SAYBROOK DAYBEACON (LLNR 22510) B BASE BID
SOUTHPORT HARBOR LIGHT 7
(LLNR 24785) C BASE BID
BRANFORD REEF LIGHT (LLNR 21185) D BASE BID
CONNECTICUT RIVER LIGHT 48
(LLNR 22940) E BASE BID
PSN 16647177
REPAIR ATON LONG ISLAND SOUND (FY23 RPOP)
AT
PORT CHESTER LIGHT 4 (LLNR 25545)
SAYBROOK DAYBEACON (LLNR 22510)
SOUTHPORT HARBOR LIGHT 7 (LLNR 24785)
BRANFORD REEF LIGHT (LLNR 21185)
CONNECTICUT RIVER LIGHT (LLNR 22940)
D A
LOCATION MAP
E
G-001 1 - ALL COVER SHEET
G-002 2 - ALL GENERAL NOTES
S-201A 3 A PORT CHESTER LIGHT 4 EXISTING /DEMOLITION
S-202A 4 A PORT CHESTER LIGHT 4 GENERAL ARRANGEMENT
S-201B 5 B SAYBROOK DAYBEACON EXISTING/REPAIR
S-202B 6 B SAYBROOK DAYBEACON GENERAL ARRANGEMENT
S-201C 7 C SOUTHPORT HARBOR LIGHT 7 EXISTING/REPAIR
S-202C 8 C SOUTHPORT HARBOR LIGHT 7 GENERAL ARRANGEMENT
S-201D 9 D BRANFORD REEF LIGHT EXISTING/DEMOLITION
S-202D 10 D BRANFORD REEF LIGHT GENERAL ARRANGEMENT
S-501D 11 D BRAFORD REEF LIGHT GENERAL DETAILS - 1
S-201E 12 E CONNECTICUT RIVER LIGHT 48 EXISTING/DEMOLITION
S-202E 13 E CONNECTICUT RIVER LIGHT 48 GENERAL ARRANGEMENT
S-501E 14 ALL CONNECTICUT RIVER LIGHT 48 GENERAL DETAILS - 1
S-502E 15 ALL CONNECTICUT RIVER LIGHT 48 GENERAL DETAILS - 2
R-701 16 ALL ALL TOWER REFERECE - 01
R-702 17 ALL ALL TOWER REFERECE - 02
R-703 18 ALL ALL TOWER REFERECE - 03
R-704 19 ALL ALL TOWER REFERECE - 04
R-705 20 ALL ALL TOWER REFERECE - 05
B
C LONG ISLAND SOUND
L ICEN
PROFESS I O NAL ENG I N
EER
NO
AH
J. ELWOOD
OETATS
F CONNECTICUT
SED23340
Q UI
T R A NS TULI T
SU STINE T
03/05/2024
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SHEET ID
BASE BID
GENERAL NOTES:
1. THE DRAWINGS AND SPECIFICATIONS FORM A PART OF THE CONTRACT DOCUMENTS AND ALL WORK MUST BE
PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR MUST KEEP A COPY OF
THE DRAWINGS AND THE SPECIFICATIONS ON SITE AT ALL TIMES DURING THE WORK.
2. IT IS RECOMMENDED TO COMPLETE A PRE-BID SITE VISIT TO VERIFY THE PROJECT SCOPE AND EXTENT OF
WORK.
3. ELEVATIONS ARE IN FEET BASED ON MEAN LOWER LOW WATER (MLLW) PROJECT DATUM FOR THE 1983-2001
TIDAL EPOCH.
4. ALL NORTH ARROWS SHOWN ARE GRID NORTH BASED ON NAD83.
5. DIMENSIONS AND DETAILS OF THE EXISTING ELEMENTS ARE BASED ON LIMITED ARCHIVE DRAWINGS AND LIMITED FIELD MEASUREMENTS. WORK RELATED ELEVATIONS, DIMENSIONS AND DETAILS OF THE EXISTING ELEMENTS MUST BE FIELD VERIFIED BY THE CONTRACTOR. DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE GOVERNMENT BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE WORK.
6. DETERMINE CONSTRUCTION PROCEDURES AND SEQUENCE TO ENSURE THE SAFETY OF THE FACILITIES.
ERECT, MAINTAIN AND REMOVE TEMPORARY ERECTION MATERIALS AND EQUIPMENT. COORDINATE ALL
PROPOSED STAGING AREAS WITH THE GOVERNMENT BEFORE STARTING THE WORK.
7. MAINTAIN ADEQUATE SURVEY CONTROL AT ALL TIMES TO ESTABLISH AND MAINTAIN ALL LINES AND
ELEVATIONS.
8. SCHEDULE AND COORDINATE ALL WORK, INCLUDING ALLOWABLE WORK WINDOWS, WITH THE GOVERNMENT, AND MAINTAIN THE WORK SITE TO THE SATISFACTION OF THE GOVERNMENT.
9. PROVIDE AND MAINTAIN ENVIRONMENTAL CONTROLS AS REQUIRED BY FEDERAL, STATE AND LOCAL REGULATIONS AND PERMITS. ENVIRONMENTAL CONTROLS MUST INCLUDE BUT NOT BE LIMITED TO TURBIDITY
AND DUST.
10. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DONE TO STRUCTURES AS A RESULT OF PERFORMING
THE WORK.
11. THE CONTRACTOR MAY BE CHARGED ANY ADDITIONAL COST FOR REINSPECTION OR RETEST WHEN PRIOR
REJECTION MAKES REINSPECTION OR RETESTING NECESSARY.
ELEVATION IS SHOWN
SHEET NUMBER WHERE
SECTION IS SHOWN
SHEET NUMBER WHERE
INTERIOR ELEVATION/SECTION
DETAIL
SHEET NUMBER WHERE
DETAIL IS SHOWN
INDICATES
REFERENCE QUADRANT
ON DESTINATION SHEET
INDICATES
REFERENCE QUADRANT
ON DESTINATION SHEET
INDICATES
REFERENCE QUADRANT
ON DESTINATION SHEET
EXTERIOR ELEVATION/SECTION
A1 C-101
A1 C-101
A1 C-101
APPROX APPROXIMATE
ATON AID TO NAVIGATION
CIP CAST-IN-PLACE
℄ CENTERLINE
CLR CLEAR
CY CUBIC YARD
DIA Ø DIAMETER
EL ELEVATION IN FEET
GALV GALVANIZED
HDG HOT DIPPED GALVANIZE
ID INSIDE DIAMETER
LBS POUNDS
LF LINEAR FEET
MAX MAXIMUM
MHHW MEAN HIGHER HIGH WATER
MHW MEAN HIGH WATER
MIN MINIMUM
MISC MISCELLANEOUS
MLW MEAN LOW WATER
MLLW MEAN LOWER LOW WATER
NTS NOT TO SCALE
OC ON CENTER
PP PIPE PILE
PCF POUNDS PER CUBIC FOOT
⅊ PLATE
PLCS PLACES
PSF POUNDS PER SQUARE FOOT
REF REFERENCE
SCH SCHEDULE
SF SQUARE FEET
SQ SQUARE
SS STAINLESS STEEL
STA STATION
STD STANDARD
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
WP WORKING POINT
ABBREVIATIONS
ELEVATION, SECTION OR DETAIL SYMBOLS
WORK DEFINITIONS:
1. "REMOVE" IS DEFINED AS REMOVE AND DISPOSE OF STRUCTURE OR ELEMENT.
2. "REMOVE AND SALVAGE" IS DEFINED AS REMOVE THE STRUCTURE OR ELEMENT FROM
THE EXISTING STRUCTURE AND SALVAGE FOR REINSTALLATION ON THE PROVIDED
STRUCTURE.
3. "PROVIDE" IS DEFINED AS PROVIDE NEW STRUCTURE OR ELEMENT.
4. "INSTALL" IS DEFINED AS INSTALL GOVERNMENT FURNISHED EQUIPMENT ON THE
PROVIDED STRUCTURE.
ENVIRONMENTAL NOTES:
1. CONTRACTOR TO ABIDE BY ALL PERMIT CONDITIONS.
2. SHALLOW DRAFT VESSELS THAT MAXIMIZE THE NAVIGATIONAL CLEARANCE BETWEEN
THE VESSEL AND OCEAN FLOOR MUST BE USED WHERE POSSIBLE.
3. VESSELS MUST OPERATE AT SPEEDS OF LESS THAN 10 KNOTS.
4. OSPREY NESTS LOCATED ON ATON STRUCTURES MUST BE REMOVED BETWEEN
SEPTEMBER AND FEBRUARY WHEN NESTS ARE INACTIVE.
5. RIPRAP MUST BE FREE OF DEBRIS AND SILT, AND MUST BE PLACED WITH A CLAMSHELL
BUCKET.
6. A STARTLE NOISE MUST BE USED WHEN INSTALLING THE CASING AND PIPE PILE. THE
STARTLE NOISE WILL CONSIST OF HITTING THE CASING OR PILE SEVERAL TIMES, THEN
WAITING FIVE TO TEN MINUTES BEFORE COMMENCING PRODUCTION DRIVING.
7. A CUSHION BLOCK MUST BE USED WHEN AN IMPACT HAMMER IS NECESSARY FOR
INSTALLATION OF THE STEEL CASING.
PS
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U.S. COAST GUARD
CIVIL ENGINEERING
L ICEN
PROFESS I O NAL ENG I N
EER
NO
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J. ELWOOD
OETATS
F CONNECTICUT
SED23340
Q UI
T R A NS TULI T
STATION ID: 8518091
RYE BEACH, AMUSEMENT PARK, NY FEET
HIGHEST OBSERVED WATER N/A
MEAN HIGHER HIGH WATER 7.89
MEAN HIGH WATER 7.53
MEAN SEA LEVEL 3.90
MEAN TIDE LEVEL 3.89
MEAN LOW WATER 0.24
MEAN LOWER LOW WATER 0.00
LOWEST OBSERVED WATER N/A
NOTES:
LIGHT LIST
NUMBER 25545
NAME AND LOCATION PORT CHESTER LIGHT 4
POSITION 40-59-03.965N
073-39-23.393W
LIGHT CHARACTERISTIC Fl R 2.5s
HEIGHT ABOVE MEAN HIGH
WATER (FEET) 28
NOMINAL RANGE OF
LIGHTED ATON (NM) 4
STRUCTURE TYPE TR ON SKELETON TOWER
ACCESS WATER
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SHEET ID
LOOKING NORTH
SCALE: NTS
E6
BASE BID
1. THESE DRAWINGS ARE DIAGRAMMATIC AND MAY NOT DEPICT ALL COMPONENTS
OF THE EXISTING STRUCTURE.
LOOKING EAST
SCALE: NTS
C6
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PORT
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LIGHT 4
S-201A
P1
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U.S. COAST GUARD
CIVIL ENGINEERING
LOOKING NORTHWEST
SCALE: NTS
A8
0 2' 4' 8'SCALE: 14"=1'-0"
EXISTING SOUTH TOWER ELEVATION
A2
0 2' 4' 8'SCALE: "=1'-0"1
EXISTING PLAN
A2 S-201A
(REMOVE)
EXISTING DAYBOARD (TYP)
EXISTING CONCRETE FOUNDATION
EXISTING OPTIC LIGHT
EXISTING STEEL LADDER
EXISTING STEEL TRUSS TOWER
EXISTING RIPRAP
(REMOVE AND SALVAGE)
EXISTING DAY BOARD
EXISTING OPTIC LIGHT
EXISTING STEEL TRUSS TOWER
EXISTING RIPRAP
EXISTING CONCRETE FOUNDATION
MHHW EL. 7.89'
MLLW EL. 0.00'
(REMOVE)
(REMOVE AND SALVAGE)
(REMOVE AND SALVAGE)
(1 TOTAL)
(REMOVE)
MHW EL. 7.53'
C6 S-201A
E6 S-201A
(REMOVE)
' S Q
8' S
Q
A8 S-201A
3'-6"±
15'-6"±
10° LIST
TO WEST
(REMOVE AND SALVAGE)
(REMOVE)
EXISTING STEEL TRUSS TOWER
(REMOVE)
FOCAL HEIGHT EL. 35.53' (MLLW)
EL. 28' (MHW)
L ICEN
PROFESS I O NAL ENG I N
EER
NO
AH
J. ELWOOD
OETATS
F CONNECTICUT
SED23340
Q UI
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BASE BID
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LIGHT 4
S-202A
P1
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U.S. COAST GUARD
CIVIL ENGINEERING
0 2' 4' 8'SCALE: 14"=1'-0"
TOWER EAST ELEVATION
A2
EXISTING RIPRAP
'-7
TO
P O
F
FO
U N
D A
TI
O
N T
O D
EC
K
PROVIDE REINFORCED
CONCRETE FOUNDATION
4' -6
PROVIDE RIPRAP (20 CY)
0 1' 2' 4'SCALE: 12"=1'-0"
CONCRETE FOUNDATION DETAIL
A5
A5 S-202A
PLAN
9' -6
5' -0
(T
YP
2' -3
(T
YP
PRECAST REINFORCED CONCRETE MANHOLE
ANCHOR BOLT DETAIL
CAST-IN-PLACE CONCRETE FILL
PROVIDE STEEL TRUSS TOWER
(SEE NOTE 1)
INSTALL DAYBOARD (TYP)
(1 TOTAL)
INSTALL OPTIC LIGHT
0 1 1/2'1/2' 1'SCALE: 11
2"=1'-0"
ANCHOR BOLT DETAIL
E5
E5 S-202A
ASTM F1554, GR 55 1" DIAMETER
GALVANIZED THREADED ROD ANCHOR
WITH NUTS & WASHERS (8 PCS.).
PROVIDE 2 NUTS PER ANCHOR.
CONCRETE FOUNDATION
PIPE TOWER LEG
TOWER FOOT PAD
LEGS OF ANCHOR BOLTS SHALL BE
POINTED TOWARD THE CENTER
OF THE CONCRETE FOUNDATION
CAST-IN-PLACE
CONCRETE FILL
C5 S-202C
0 1' 2' 4'SCALE: 12"=1'-0"
CONCRETE FOUNDATION SECTION
C5
1" DIA. HOOKED
ANCHOR BOLT (TYP)
PRECAST CONCRETE
MANHOLE
8-#5 BARS EVENLY SPACED (TYP)
(CIP REBAR CAGE)
8-#5 BAR EVENLY SPACED (TYP)
(CIP REBAR CAGE)
#3 HOOPS SPACED @ 24" OC (TYP)
(CIP REBAR CAGE)
8'-0"0'-9"±
4' -6
#3 H
O O
PS
4"
O C
(T
YP
C
IP
R
EB
AR
C
AG
E
0' -3
" M
IN
(T
YP
0'-3"
CLR
9'-6"±
0'-3"
CLR
MINIMUM PRECAST REINFORCING:
VERTICAL - 0.20 IN2/FT
HORIZONTAL - 0.44 IN2/FT
MINIMUM PRECAST REINFORCING:
VERTICAL - 0.20 IN2/FT
HORIZONTAL - 0.44 IN2/FT
SE
E
N O
TE
0 1/2' 1' 2'SCALE: 1"=1'-0"
INDIVIDUAL RUNG LADDER DETAIL
B8
0 1/2' 1' 2'SCALE: 1"=1'-0"
INDIVIDUAL RUNG LADDER SECTION
A8
A8 S-202A
0' -6
(M
IN
0' -7
FACE OF CONCRETE FOUNDATION
1'-4"
1' -0
(T
YP
)0'-6"
(MIN)
0' -3
(T
YP
1" STEEL RUNG
CAST-IN-PLACE CONCRETE FILL
PRECAST REINFORCED
CONCRETE MANHOLE
1' -0
(M
IN
1. FOR TRUSS TOWER, SAFETY CLIMB LADDER, DAVIT, AND OTHER TOWER
APPURTENANCES SEE SHEETS R-701 TO R-705 OF THIS DRAWING SET.
2. PRECAST AND CAST-IN-PLACE FILL CONCRETE MUST BE IN ACCORDANCE WITH
CTDOT SPECIFICATIONS.
3. PRECAST CONCRETE SHALL BE REINFORCED PER MINIMUM REQUIREMENTS
SHOWN ON THE DRAWINGS. CAST-IN-PLACE REINFORCING CAGE MUST BE
INSTALLED AND SECURED PRIOR TO CONCRETE PLACEMENT OPERATIONS.
4. CONCRETE FOUNDATION DETAIL AND SECTION DO NOT SHOW INDIVIDUAL
LADDER RUNGS FOR CLARITY.
NOTES:
MHHW EL. 7.89'
MLLW EL. 0.00'
MHW EL. 7.53'
A2 S-202A
9'-6"±
PROVIDE CONCRETE
FOUNDATION
5'-0"
(TYP)
PROVIDE STEEL LADDER
REINSTALL DAYBOARD (TYP)
(1 TOTAL)
REINSTALL OPTIC LIGHT
PROVIDE STEEL TRUSS TOWER
(SEE NOTE 1)
APPROXIMATE LIMITS OF
SUPPLEMENTAL RIPRAP
PROVIDE INDIVIDUAL
RUNG LADDER B8
S-202A
REPLACE DAVIT
FOCAL HEIGHT EL. 35.53' (MLLW)
EL. 28' (MHW)
TOP OF FOUNDATION
EL. 14.50' (MLLW)
L ICEN
PROFESS I O NAL ENG I N
EER
NO
AH
J. ELWOOD
OETATS
F CONNECTICUT
SED23340
Q UI
T R A NS TULI T
LIGHT LIST
NUMBER 22510
NAME AND LOCATION SAYBROOK DAYBEACON
POSITION 41-16-07.382N
072-20-17.144W
LIGHT CHARACTERISTIC N/A
HEIGHT ABOVE MEAN HIGH
WATER (FEET) N/A
NOMINAL RANGE OF
LIGHTED ATON (NM) N/A
STRUCTURE TYPE WHITE GLOBE ON GRANITE
STRUCTURE
ACCESS WATER
D
ES
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N
M
AR
K
ED
IT
ED
B Y:
D
AT
E C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
PL
O
TT
IN
G S
C
AL
E:
SC
AL
E:
U
SC
G D
R
AW
IN
G
N 0.
SH
EE
T O
F
U
SC
G P
R O
JE
C
T N
O
U
SC
G F
IL
EN
AM
E
A/ E
C O
M
PA
N Y:
C O
N
SU
LT
IN
G A
/E
PR
O
JE
C
T
EN
G
IN
EE
R
A/
E
PR
O
JE
C T
N O
SHEET ID
LOOKING WEST
SCALE: NTS
E6
LOOKING NORTHEAST
SCALE: NTS
C6
BASE BID
LOOKING SOUTHWEST
SCALE: NTS
A6
STATION ID: 8462764
LYME HWY/ BR. CT. RIVER CT FEET
HIGHEST OBSERVED WATER N/A
MEAN HIGHER HIGH WATER 3.76
MEAN HIGH WATER 3.49
MEAN SEA LEVEL 1.83
MEAN TIDE LEVEL 1.83
MEAN LOW WATER 0.18
MEAN LOWER LOW WATER 0.00
LOWEST OBSERVED WATER N/A
DEMOLITION NOTES:
1. STEEL/IRON PEDESTAL CONTAINS LEAD-BASED PAINT. FOLLOW ALL FEDERAL,
STATE, AND LOCAL REQUIREMENTS FOR APPROPRIATE LEAD PAINT ABATEMENT.
2. THESE DRAWINGS ARE DIAGRAMMATIC AND MAY NOT DEPICT ALL COMPONENTS
OF THE EXISTING STRUCTURE. ALL DIMENSIONS TO BE FIELD VERIFIED.
PS
N 1
7 -
RE
PA
IR
AT
ON
LO
NG
IS
LA
ND
SO
UN
D (
FY
RP
OP
C
EU
P
R O
VI
D
EN
C
E
C T
ST
R
U C
TU
R
AL
EX
IS
TI
N
G
R
EP
AI
R
SAYBROOK
DAYBEACON
S-201B
P1
P1
7S -2
B.
D W
G
C
IV
IL
E
N G
IN
EE
R
IN
G U
N
IT
P R
O
VI
D
EN
C E
KI
LV
ER
T
ST
SU
IT
E
W
AR
W
IC
K, R I 0
LT
K
R
IS
TE
N
D U
R H
AM
-Y
O U
N G
TJ
D
D M
TJ
D
KF
R
AP
PL
ED
O
R E
M
AR
IN
E
EN
G
IN
EE
R
IN
G , L
LC
PO
R
TS
M O
U
TH
, N
EW
H
AM
PS
H
IR
E
(6
) 7
-1
1:
AS
S
H O
W N
U.S. COAST GUARD
CIVIL ENGINEERING
0 2' 4' 8'SCALE: 14"=1'-0"
EXISTING SOUTH TOWER ELEVATION
A2
S-201B
EXISTING RIPRAP
TOP OF FOUNDATION
EL. ±20.2'
MHHW EL. 3.76'
MLLW EL. 0.00'
E6 S-201B
C6 S-201B
A6 S-201B
EXISTING GRANITE FOUNDATION
(REPAIR)
EXISTING GRANITE FOUNDATION
(REPAIR)
STEEL/IRON PEDETSAL AND GLOBE
(REMOVE LEAD PAINT)
L ICEN
PROFESS I O NAL ENG I N
EER
NO
AH
J. ELWOOD
OETATS
F CONNECTICUT
SED23340
Q UI
T R A NS TULI T
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N
M
AR
K
ED
IT
ED
B Y:
D
AT
E C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
PL
O
TT
IN
G S
C
AL
E:
SC
AL
E:
U
SC
G D
R
AW
IN
G
N 0.
SH
EE
T O
F
U
SC
G P
R O
JE
C
T N
O
U
SC
G F
IL
EN
AM
E
A/ E
C O
M
PA
N Y:
C O
N
SU
LT
IN
G A
/E
PR
O
JE
C
T
EN
G
IN
EE
R
A/
E
PR
O
JE
C T
N O
SHEET ID
BASE BID
NOTES:
1. STEEL/IRON PEDESTAL CONTAINS LEAD-BASED PAINT. FOLLOW ALL FEDERAL,
STATE, AND LOCAL REQUIREMENTS FOR APPROPRIATE LEAD PAINT ABATEMENT.
2. THESE DRAWINGS ARE DIAGRAMMATIC AND MAY NOT DEPICT ALL COMPONENTS
OF THE EXISTING STRUCTURE. ALL DIMENSIONS TO BE FIELD VERIFIED.
PS
N 1
7 -
RE
PA
IR
AT
ON
LO
NG
IS
LA
ND
SO
UN
D (
FY
RP
OP
C
EU
P
R O
VI
D
EN
C
E
C T
ST
R
U C
TU
R
AL
G
EN
ER
AL
A R
R
AN
G
EM
EN
T
SAYBROOK
DAYBEACON
S-202B
P1
P1
7S -2
B.
D W
G
C
IV
IL
E
N G
IN
EE
R
IN
G U
N
IT
P R
O
VI
D
EN
C E
KI
LV
ER
T
ST
SU
IT
E
W
AR
W
IC
K, R I 0
LT
K
R
IS
TE
N
D U
R H
AM
-Y
O U
N G
TJ
D
D M
TJ
D
KF
R
AP
PL
ED
O
R E
M
AR
IN
E
EN
G
IN
EE
R
IN
G , L
LC
PO
R
TS
M O
U
TH
, N
EW
H
AM
PS
H
IR
E
(6
) 7
-1
1:
AS
S
H O
W N
U.S. COAST GUARD
CIVIL ENGINEERING
0 2' 4' 8'SCALE: 14"=1'-0"
SOUTH TOWER ELEVATION
A2
A2 S-202B
EXISTING RIPRAP
TOP OF FOUNDATION
EL. ±20.2'
MHHW EL. 3.76'
MLLW EL. 0.00'
PROVIDE GROUT BAGS (5 CY)
REPOINT MASONRY JOINTS (175LF)
RECOAT STEEL/IRON
PEDESTAL AND GLOBE
REGROUT BASEPLATE
REPOINT MASONRY JOINTS (175LF)
REGROUT BASEPLATE
APPROXIMATE EXTENTS OF SUPPLEMENTAL RIPRAP
L ICEN
PROFESS I O NAL ENG I N
EER
NO
AH
J. ELWOOD
OETATS
F CONNECTICUT
SED23340
Q UI
T R A NS TULI T
NOTES:
NUMBER 24785
NAME AND LOCATION SOUTHPORT HARBOR
LIGHT 7
POSITION 41-07-18.792N
073-17-14.203W
LIGHT CHARACTERISTIC FL G 4S
HEIGHT ABOVE MEAN HIGH
WATER (FEET) 21
NOMINAL RANGE OF
LIGHTED ATON (NM) 4
STRUCTURE TYPE SG ON SKELETON
TOWER
ACCESS WATER
D
ES
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N
M
AR
K
ED
IT
ED
B Y:
D
AT
E C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
PL
O
TT
IN
G S
C
AL
E:
SC
AL
E:
U
SC
G D
R
AW
IN
G
N 0.
SH
EE
T O
F
U
SC
G P
R O
JE
C
T N
O
U
SC
G F
IL
EN
AM
E
A/ E
C O
M
PA
N Y:
C O
N
SU
LT
IN
G A
/E
PR
O
JE
C
T
EN
G
IN
EE
R
A/
E
PR
O
JE
C T
N O
SHEET ID
LOOKING NORTH
SCALE: NTS
E6
LOOKING SOUTHEAST
SCALE: NTS
C6
BASE BID
LOOKING EAST
SCALE: NTS
A8
1. FOLLOW FEDERAL AND STATE PERMIT REQUIREMENTS.
2. THESE DRAWINGS ARE DIAGRAMMATIC AND MAY NOT DEPICT ALL COMPONENTS
OF THE EXISTING STRUCTURE.
STATION ID: 8467726
SOUTHPORT, SOUTHPORT HARBOR, CT FEET
HIGHEST OBSERVED WATER N/A
MEAN HIGHER HIGH WATER 7.42
MEAN HIGH WATER 7.08
MEAN SEA LEVEL 3.67
MEAN TIDE LEVEL 3.66
MEAN LOW WATER 0.25
MEAN LOWER LOW WATER 0.00
LOWEST OBSERVED WATER N/A
PS
N 1
7 -
RE
PA
IR
AT
ON
LO
NG
IS
LA
ND
SO
UN
D (
FY
RP
OP
C
EU
P
R O
VI
D
EN
C
E
C T
ST
R
U C
TU
R
AL
EX
IS
TI
N
G
R
EP
AI
R
SOUTHPORT
HARBOR
LIGHT 7
S-201C
P1
P1
7S -2
C
.D W
G
C
IV
IL
E
N G
IN
EE
R
IN
G U
N
IT
P R
O
VI
D
EN
C E
KI
LV
ER
T
ST
SU
IT
E
W
AR
W
IC
K, R I 0
LT
K
R
IS
TE
N
D U
R H
AM
-Y
O U
N G
TJ
D
D M
TJ
D
KF
R
AP
PL
ED
O
R E
M
AR
IN
E
EN
G
IN
EE
R
IN
G , L
LC
PO
R
TS
M O
U
TH
, N
EW
H
AM
PS
H
IR
E
(6
) 7
-1
1:
AS
S
H O
W N
U.S. COAST GUARD
CIVIL ENGINEERING
0 2' 4' 8'SCALE: 14"=1'-0"
EXISTING SOUTH TOWER ELEVATION
A2
S-201C
EXISTING DAYBOARD (TYP)
EXISTING CONCRETE FOUNDATION
EXISTING OPTIC LIGHT
EXISTING STEEL LADDER
EXISTING STEEL TRUSS TOWER
EXISTING RIPRAP
EXISTING OPTIC LIGHT
EXISTING STEEL TRUSS TOWER
EXISTING RIPRAP
EXISTING CONCRETE FOUNDATION
MHHW EL. 7.42'
MLLW EL. 0.00'
MHW EL. 7.08'
A8 S-201C
E6 S-201C
C6 S-201C
EXISTING STEEL LADDER
EXISTING DAY BOARD
FOCAL HEIGHT EL. 28.08' (MLLW)
EL. 21' (MHW)
L ICEN
PROFESS I O NAL ENG I N
EER
NO
AH
J. ELWOOD
OETATS
F CONNECTICUT
SED23340
Q UI
T R A NS TULI T
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N
M
AR
K
ED
IT
ED
B Y:
D
AT
E C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
PL
O
TT
IN
G S
C
AL
E:
SC
AL
E:
U
SC
G D
R
AW
IN
G
N 0.
SH
EE
T O
F
U
SC
G P
R O
JE
C
T N
O
U
SC
G F
IL
EN
AM
E
A/ E
C O
M
PA
N Y:
C O
N
SU
LT
IN
G A
/E
PR
O
JE
C
T
EN
G
IN
EE
R
A/
E
PR
O
JE
C T
N O
SHEET ID
BASE BID
PS
N 1
7 -
RE
PA
IR
AT
ON
LO
NG
IS
LA
ND
SO
UN
D (
FY
RP
OP
C
EU
P
R O
VI
D
EN
C
E
C T
ST
R
U C
TU
R
AL
G
EN
ER
AL
A R
R
AN
G
EM
EN
T
SOUTHPORT
HARBOR
LIGHT 7
S-202C
P1
P1
7S -2
C
.D W
G
C
IV
IL
E
N G
IN
EE
R
IN
G U
N
IT
P R
O
VI
D
EN
C E
KI
LV
ER
T
ST
SU
IT
E
W
AR
W
IC
K, R I 0
LT
K
R
IS
TE
N
D U
R H
AM
-Y
O U
N G
TJ
D
D M
TJ
D
KF
R
AP
PL
ED
O
R E
M
AR
IN
E
EN
G
IN
EE
R
IN
G , L
LC
PO
R
TS
M O
U
TH
, N
EW
H
AM
PS
H
IR
E
(6
) 7
-1
1:
AS
S
H O
W N
U.S. COAST GUARD
CIVIL ENGINEERING
0 2' 4' 8'SCALE: 14"=1'-0"
SOUTH TOWER ELEVATION
A2
S-201C
EXISTING DAY BOARD
(SEE NOTE 2)
EXISTING CONCRETE FOUNDATION
EXISTING OPTIC LIGHT
(REPLACE)
EXISTING STEEL LADDER
EXISTING STEEL TRUSS TOWER
(REPLACE COMPONENTS AS NOTED
IN REPLACEMENT SCHEDULE)
EXISTING RIPRAP
EXISTING OPTIC LIGHT
(PROVIDE)
EXISTING STEEL TRUSS TOWER
(REPLACE COMPONENTS AS NOTED
IN REPLACEMENT SCHEDULE)
EXISTING RIPRAP
EXISTING CONCRETE FOUNDATION
MHHW EL. 7.42'
MLLW EL. 0.00'
MHW EL. 7.08'
EXISTING STEEL LADDER
EXISTING DAY BOARD
(SEE NOTE 2)
1. FOR TRUSS TOWER, SAFETY CLIMB LADDER, DAVIT, AND OTHER TOWER
APPURTENANCES SEE SHEETS R-701 TO R-705 OF THIS DRAWING SET.
2. EXISTING DAYBOARD TO REMAIN AND BE SECURED WITH APPROPRIATE
FASTENING HARDWARE. SEE SHEETS R-701 TO R-705 OF THIS DRAWING SET FOR
REFERENCE.
NOTES:
PROVIDE RIPRAP (20 CY)
REPLACEMENT SCHEDULE
MEMBER TYPE (qty) FACE
HEIGHT ABOVE
FOUNDATION (FT)
TOWER LEG FASTENER (8) TYP 0
LADDER BRACKET NUT (1) NORTH 6
PROVIDE RIPRAP (20 CY)
FOCAL HEIGHT EL. 28.08' (MLLW)
EL. 21' (MHW)
L ICEN
PROFESS I O NAL ENG I N
EER
NO
AH
J. ELWOOD
OETATS
F CONNECTICUT
SED23340
Q UI
T R A NS TULI T
DEMOLITION NOTES:
NUMBER 21185
NAME AND LOCATION BRANFORD REEF LIGHT
POSITION 41-13-16.727N
072-48-19.228W
LIGHT CHARACTERISTIC FI W 6s
HEIGHT ABOVE MEAN HIGH
WATER (FEET) 22
NOMINAL RANGE OF
LIGHTED ATON (NM) 7
STRUCTURE TYPE NR ON SKELETON TOWER
ACCESS WATER
D
ES
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N
M
AR
K
ED
IT
ED
B Y:
D
AT
E C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
PL
O
TT
IN
G S
C
AL
E:
SC
AL
E:
U
SC
G D
R
AW
IN
G
N 0.
SH
EE
T O
F
U
SC
G P
R O
JE
C
T N
O
U
SC
G F
IL
EN
AM
E
A/ E
C O
M
PA
N Y:
C O
N
SU
LT
IN
G A
/E
PR
O
JE
C
T
EN
G
IN
EE
R
A/
E
PR
O
JE
C T
N O
SHEET ID
LOOKING NORTHEAST
SCALE: NTS
E6
LOOKING EAST
SCALE: NTS
C6
BASE BID
1. FOLLOW FEDERAL AND STATE PERMIT REQUIREMENTS FOR DEMOLITION.
2. THESE DRAWINGS ARE DIAGRAMMATIC AND MAY NOT DEPICT ALL COMPONENTS
OF THE EXISTING STRUCTURE. FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS.
STATION ID: 8465233
BRANFORD, BRANFORD RIVER, CT FEET
HIGHEST OBSERVED WATER N/A
MEAN HIGHER HIGH WATER 6.39
MEAN HIGH WATER 6.08
MEAN SEA LEVEL 3.14
MEAN TIDE LEVEL 3.16
MEAN LOW WATER 0.23
MEAN LOWER LOW WATER 0.00
LOWEST OBSERVED WATER N/A
PS
N 1
7 -
RE
PA
IR
AT
ON
LO
NG
IS
LA
ND
SO
UN
D (
FY
RP
OP
C
EU
P
R O
VI
D
EN
C
E
C T
ST
R
U C
TU
R
AL
EX
IS
TI
N
G
D
EM
O
LI
TI
O
N
BRANFORD
REEF LIGHT
S-201D
P1
P1
7S -2
D
.D W
G
C
IV
IL
E
N G
IN
EE
R
IN
G U
N
IT
P R
O
VI
D
EN
C E
KI
LV
ER
T
ST
SU
IT
E
W
AR
W
IC
K, R I 0
LT
K
R
IS
TE
N
D U
R H
AM
-Y
O U
N G
TJ
D
D M
TJ
D
KF
R
AP
PL
ED
O
R E
M
AR
IN
E
EN
G
IN
EE
R
IN
G , L
LC
PO
R
TS
M O
U
TH
, N
EW
H
AM
PS
H
IR
E
(6
) 7
-1
1:
AS
S
H O
W N
U.S. COAST GUARD
CIVIL ENGINEERING
LOOKING EAST
SCALE: NTS
A8SCALE: 3 16"=1'-0" 0 4' 8' 12'
EXISTING EAST TOWER ELEVATION
A2
0' 4' 8' 12'SCALE: "=1'-0"3
S-201D
FOCAL HEIGHT EL. 41.2' (MLLW)
EL. 35.0' (MHW)
MHHW EL. 6.4'
MLLW EL. 0.00'
C6 S-201D
E6 S-201D
A8 S-201D
TOP OF FOUNDATION
EL. 15.6'
EXISTING MASONRY
FOUNDATION
EXISTING LADDER
(REMOVE)
EXISTING RIPRAP
EXISTING LADDER
(REMOVE)
EXISTING DAYBOARDS
(REMOVE AND SALVAGE)
EXISTING OPTIC LIGHT
EXISTING SOLAR PANEL
(REMOVE AND SALVAGE)
MHW EL. 6.08'
EXISTING STEEL TRUSS TOWER
(REMOVE)
EXISTING TOWER ANCHOR BEAMS
(REMOVE)
L ICEN
PROFESS I O NAL ENG I N
EER
NO
AH
J. ELWOOD
OETATS
F CONNECTICUT
SED23340
Q UI
T R A NS TULI T
BASE BID
1. FOR TRUSS TOWER, SAFETY CLIMB LADDER, DAVIT, AND OTHER TOWER
APPURTENANCES SEE SHEETS R-701 TO R-705 OF THIS DRAWING SET.
2. THESE DRAWINGS ARE DIAGRAMMATIC AND MAY NOT DEPICT ALL COMPONENTS
OF THE EXISTING STRUCTURE. FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS.
3. ALL NUTS SHALL BE INSTALLED AT THE BOTTOM OF CONNECTIONS.
4. ALL DRILLED HOLES SHALL BE 1-14" DIAMETER.
PS
N 1
7 -
RE
PA
IR
AT
ON
LO
NG
IS
LA
ND
SO
UN
D (
FY
RP
OP
C
EU
P
R O
VI
D
EN
C
E
C T
ST
R
U C
TU
R
AL
G
EN
ER
AL
A R
R
AN
G
EM
EN
T
BRANFORD
REEF LIGHT
S-202D
P1
P1
7S -2
D
.D W
G
C
IV
IL
E
N G
IN
EE
R
IN
G U
N
IT
P R
O
VI
D
EN
C E
KI
LV
ER
T
ST
SU
IT
E
W
AR
W
IC
K, R I 0
LT
K
R
IS
TE
N
D U
R H
AM
-Y
O U
N G
TJ
D
D M
TJ
D
KF
R
AP
PL
ED
O
R E
M
AR
IN
E
EN
G
IN
EE
R
IN
G , L
LC
PO
R
TS
M O
U
TH
, N
EW
H
AM
PS
H
IR
E
(6
) 7
-1
1:
AS
S
H O
W N
U.S. COAST GUARD
CIVIL ENGINEERING
SCALE: 316"=1'-0" 0 4' 8' 12'
EAST TOWER ELEVATION
A2
0' 4' 8' 12'SCALE: "=1'-0"3
FOUNDATION PLAN
S-202D
MHHW EL. 6.4'
MLLW EL. 0.00'
TOP OF FOUNDATION
EL. 15.6'
EXISTING MASONRY FOUNDATION
(REPOINT ALL JOINTS - 650 LF)
PROVIDE LADDER
EXISTING RIPRAP
PROVIDE LADDER
EXISTING DAYBOARDS
(INSTALL 2, PROVIDE 1)
EXISTING OPTIC LIGHT
(INSTALL)
EXISTING SOLAR PANEL
(INSTALL)
PROVIDE GROUT BAGS (15 CY)
PROVIDE CONCRETE
CAPSTONE
REPLACE ANCHOR BEAMS
REPLACE ANCHOR BEAMS
PROVIDE SOUTHEAST
CONCRETE CAPSTONE
MHW EL. 6.08'
PROVIDE STEEL TRUSS TOWER
0' 2' 4' 6'SCALE: "=1'-0"3
TOWER PLAN
REPLACE LADDER
EXISTING MASONRY FOUNDATION
(REPOINT JOINTS)
PROVIDE STEEL TRUSS TOWER
0 1' 2' 4'SCALE: 12"=1'-0"
NORTH-SOUTH ANCHOR BEAMS
F5
EXISTING MASONRY FOUNDATION
PROVIDE TOWER ANCHOR BEAM
W8x31 (TYP)
3'-10 1/2"
(REF)
0 1' 2' 4'SCALE: 12"=1'-0"
EAST-WEST ANCHOR BEAMS
C5
PROVIDE TOWER ANCHOR BEAM
W8x31 (TYP)
5' -0
0 1' 2' 4'SCALE: 12"=1'-0"
TOWER ANCHOR PLATES
A5
A8 S-202D
0 1' 2' 4'SCALE: 12"=1'-0"
TOWER ANCHOR PLATES
A8
PROVIDE STEEL TRUSS TOWER
(SEE NOTE 1)
6" MIN
(TYP)
PROVIDE STEEL TRUSS TOWER
(SEE NOTE 1)
TOWER ANCHOR BEAMS
W8X31 (TYP)
NON-SHRINK GROUT
12" EMBEDMENT
1"Ø BOLT (TYP)
A8 S-202D
A8 S-202D
CAST-IN-PLACE CONCRETE
REPLACE IRON "STAPLES" IN-KIND
±7'-5"
(REF)
REPOINT ALL JOINTS
0 1' 2' 4'SCALE: "=1'-0"1
CAPSTONE REPLACEMENT PLAN D9
FOCAL HEIGHT EL. 41.2' (MLLW)
EL. 35.0' (MHW)
E1 S-501D
1"Ø THREADED ROD WITH NON-SHRINK
GROUT - 12" EMBEDMENT
1"Ø BOLT (TYP)
GR 55 1" DIAMETER
GALVANIZED THREADED ROD ANCHOR
WITH NUTS & WASHERS (8 PCS.).
PROVIDE 2 NUTS PER ANCHOR.
0'-4 1/4" 0'-2"
0'-6"(MIN)
0' -4
/4
(R
EF
1' -2
(R
EF
0'-2"0'-4 1/4"0' -4
/4
0' -2
3-#3 BARS EQUALLY SPACED
TWO LAYERS
0'-4" CLR
(TYP)
B8 S-202D
0 1' 2' 4'SCALE: 12"=1'-0"
CAPSTONE REPLACEMENT SECTION
B8
2-#3 BAR (TYP)
0'-4" CLR
(TYP)
0'-6" CLR
(TYP)
0' -4
" C
LR
(T
YP
3-#3 BARS EQUALLY SPACED
TWO LAYERS
D
ES
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N
M
AR
K
ED
IT
ED
B Y:
D
AT
E C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
PL
O
TT
IN
G S
C
AL
E:
SC
AL
E:
U
SC
G D
R
AW
IN
G
N 0.
SH
EE
T O
F
U
SC
G P
R O
JE
C
T N
O
U
SC
G F
IL
EN
AM
E
A/ E
C O
M
PA
N Y:
C O
N
SU
LT
IN
G A
/E
PR
O
JE
C
T
EN
G
IN
EE
R
A/
E
PR
O
JE
C T
N O
SHEET ID
CAST-IN-PLACE CONCRETE
L ICEN
PROFESS I O NAL ENG I N
EER
NO
AH
J. ELWOOD
OETATS
F CONNECTICUT
SED23340
Q UI
T R A NS TULI T
BASE BID
PS
N 1
7 -
RE
PA
IR
AT
ON
LO
NG
IS
LA
ND
SO
UN
D (
FY
RP
OP
C
EU
P
R O
VI
D
EN
C
E
C T
ST
R
U C
TU
R
AL
G
EN
ER
AL
D
ET
AI
LS
BRANFORD
REEF LIGHT
S-501D
P1
P1
7S -5
D
.D W
G
C
IV
IL
E
N G
IN
EE
R
IN
G U
N
IT
P R
O
VI
D
EN
C E
KI
LV
ER
T
ST
SU
IT
E
W
AR
W
IC
K, R I 0
LT
K
R
IS
TE
N
D U
R H
AM
-Y
O U
N G
TJ
D
D M
TJ
D
KF
R
AP
PL
ED
O
R E
M
AR
IN
E
EN
G
IN
EE
R
IN
G , L
LC
PO
R
TS
M O
U
TH
, N
EW
H
AM
PS
H
IR
E
(6
) 7
-1
1:
AS
S
H O
W N
U.S. COAST GUARD
CIVIL ENGINEERING
D
ES
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N
M
AR
K
ED
IT
ED
B Y:
D
AT
E C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
PL
O
TT
IN
G S
C
AL
E:
SC
AL
E:
U
SC
G D
R
AW
IN
G
N 0.
SH
EE
T O
F
U
SC
G P
R O
JE
C
T N
O
U
SC
G F
IL
EN
AM
E
A/ E
C O
M
PA
N Y:
C O
N
SU
LT
IN
G A
/E
PR
O
JE
C
T
EN
G
IN
EE
R
A/
E
PR
O
JE
C T
N O
SHEET ID
0 1/2' 1' 2'SCALE: 1"=1'-0"
LADDER DETAIL
E1
TOP RUNG FLUSH WITH TOWER LADDER RUNG
LADDER RAIL (TYP)
LADDER RUNG (TYP)
LADDER CONNECTION STANDOFF IN ACCORDANCE
WITH LADDER MANUFACTURER (TYP)
1' -0
(T
YP
MLLW EL. 0.00'
1'-4"
(TYP)
LADDER CONNECTION STANDOFF IN ACCORDANCE
WITH LADDER MANUFACTURER (TYP)
1" DIA. GALVANIZED ANCHOR
DRILL HOLES 1-14"Ø
1' -0
(M
IN
0' -7
0 1/2' 1' 2'SCALE: 1"=1'-0"
LADDER CONNECTION DETAIL
F4F4
S-501D
L ICEN
PROFESS I O NAL ENG I N
EER
NO
AH
J. ELWOOD
OETATS
F CONNECTICUT
SED23340
Q UI
T R A NS TULI T
DEMOLITION NOTES:
NUMBER 22940
NAME AND LOCATION CONNECTICUT RIVER LIGHT
POSITION 41-27-53.893N
072-27-58.743W
LIGHT CHARACTERISTIC FI R 4s
HEIGHT ABOVE MEAN HIGH
WATER (FEET) 36
NOMINAL RANGE OF
LIGHTED ATON (NM) 3
STRUCTURE TYPE MONO-PILE
ACCESS WATER
D
ES
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N
M
AR
K
ED
IT
ED
B Y:
D
AT
E C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
PL
O
TT
IN
G S
C
AL
E:
SC
AL
E:
U
SC
G D
R
AW
IN
G
N 0.
SH
EE
T O
F
U
SC
G P
R O
JE
C
T N
O
U
SC
G F
IL
EN
AM
E
A/ E
C O
M
PA
N Y:
C O
N
SU
LT
IN
G A
/E
PR
O
JE
C
T
EN
G
IN
EE
R
A/
E
PR
O
JE
C T
N O
SHEET ID
BASE BID
EXISTING MONO-PILE
(REMOVE)
C6 S-201E
APPROXIMATE MUDLINE
0 2' 4' 6'SCALE: 3 8"=1'-0"
EXISTING TOWER ELEVATION
A2
EXISTING DAYBOARD (1 TOTAL)
(REMOVE AND SALVAGE)
1. REMOVE EXISTING MONO-PILE IN ITS ENTIRETY TO TOP OF BEDROCK.
2. FOLLOW FEDERAL AND STATE PERMIT REQUIREMENTS FOR PILE REMOVAL.
3. THESE DRAWINGS ARE DIAGRAMMATIC AND MAY NOT DEPICT ALL COMPONENTS
OF THE EXISTING STRUCTURE.
STATION ID: 8463348
TYLERVILLE, CONNECTICUT R. CT FEET
HIGHEST OBSERVED WATER N/A
MEAN HIGHER HIGH WATER 3.05
MEAN HIGH WATER 2.80
MEAN SEA LEVEL 1.45
MEAN TIDE LEVEL 1.45
MEAN LOW WATER 0.10
MEAN LOWER LOW WATER 0.00
LOWEST OBSERVED WATER N/A
MHHW EL. 3.05'
MLLW EL. 0.00'
MHW EL. 2.80'
FOCAL HEIGHT EL. 38.8' (MLLW)
EL. 36' (MHW)
(SEE NOTE 3)
1. MONO-PILE FOUNDATION IS STEEL/IRON AND THE
CONNECTION TO BEDROCK IS UNKNOWN.
2. WATER LEVELS AND ELEVATIONS ARE APPROXIMATE.
3. TOP OF PILE ELEVATION IS APPROXIMATE BASED ON
VISUAL OBSERVATIONS AND FEDERAL AID INFORMATION.
NOTES:
PS
N 1
7 -
RE
PA
IR
AT
ON
LO
NG
IS
LA
ND
SO
UN
D (
FY
RP
OP
C
EU
P
R O
VI
D
EN
C
E
C T
ST
R
U C
TU
R
AL
EX
IS
TI
N
G
D
EM
O
LI
TI
O
N
CONNECTICUT
RIVER LIGHT
S-201E
P1
P1
7S -2
E.
D W
G
C
IV
IL
E
N G
IN
EE
R
IN
G U
N
IT
P R
O
VI
D
EN
C E
KI
LV
ER
T
ST
SU
IT
E
W
AR
W
IC
K, R I 0
LT
K
R
IS
TE
N
D U
R H
AM
-Y
O U
N G
TJ
D
D M
TJ
D
KF
R
AP
PL
ED
O
R E
M
AR
IN
E
EN
G
IN
EE
R
IN
G , L
LC
PO
R
TS
M O
U
TH
, N
EW
H
AM
PS
H
IR
E
(6
) 7
-1
1:
AS
S
H O
W N
U.S. COAST GUARD
CIVIL ENGINEERING
LOOKING EAST
SCALE: NTS
E6
LOOKING NORTHEAST
SCALE: NTS
C6
LOOKING EAST
SCALE: NTS
A8
EXISTING OPTIC LIGHT
(REMOVE)
A8 S-201E
10° LIST TO
SOUTHWEST
L ICEN
PROFESS I O NAL ENG I N
EER
NO
AH
J. ELWOOD
OETATS
F CONNECTICUT
SED23340
Q UI
T R A NS TULI T
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N
M
AR
K
ED
IT
ED
B Y:
D
AT
E C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
PL
O
TT
IN
G S
C
AL
E:
SC
AL
E:
U
SC
G D
R
AW
IN
G
N 0.
SH
EE
T O
F
U
SC
G P
R O
JE
C
T N
O
U
SC
G F
IL
EN
AM
E
A/ E
C O
M
PA
N Y:
C O
N
SU
LT
IN
G A
/E
PR
O
JE
C
T
EN
G
IN
EE
R
A/
E
PR
O
JE
C T
N O
SHEET ID
BASE BID
APPROXIMATE MUDLINE
0 2' 4' 6'SCALE: 3 8"=1'-0"
TOWER ELEVATION
A2
MHHW EL. 3.05'
MLLW EL. 0.00'
MHW EL. 2.80'
PS
N 1
7 -
RE
PA
IR
AT
ON
LO
NG
IS
LA
ND
SO
UN
D (
FY
RP
OP
C
EU
P
R O
VI
D
EN
C
E
C T
ST
R
U C
TU
R
AL
G
EN
ER
AL
A R
R
AN
G
EM
EN
T
CONNECTICUT
RIVER LIGHT
S-202E
P1
P1
7S -2
E.
D W
G
C
IV
IL
E
N G
IN
EE
R
IN
G U
N
IT
P R
O
VI
D
EN
C E
KI
LV
ER
T
ST
SU
IT
E
W
AR
W
IC
K, R I 0
LT
K
R
IS
TE
N
D U
R H
AM
-Y
O U
N G
TJ
D
D M
TJ
D
KF
R
AP
PL
ED
O
R E
M
AR
IN
E
EN
G
IN
EE
R
IN
G , L
LC
PO
R
TS
M O
U
TH
, N
EW
H
AM
PS
H
IR
E
(6
) 7
-1
1:
AS
S
H O
W N
U.S. COAST GUARD
CIVIL ENGINEERING
6'-0"±
(TYP)
PROVIDE FRP GRATING
PROVIDE DAYBOARD BRACKET (TYP)
PROVIDE STEEL FRAMING (TYP)
PROVIDE STEEL LADDER AND
SAFETY CLIMB SYSTEM
INSTALL DAYBOARD
PROVIDE STEEL LADDER
PROVIDE OPTICS PLATFORM
PROVIDE SAFETY CLIMB SYSTEM
PROVIDE COATED 18" x 0.625" ERW PIPE PILE.
PIPE SHALL BE ASTM A 252 GRADE 3 MOD (50KSI)
PROVIDE OPTIC LIGHT
ROCK SOCKET
'-0
M
IN
A1 S-501E
NOTES:
1. UNLESS OTHERWISE DIRECTED BY THE GOVERNMENT, ORIENT THE MONOPILE SO
THAT THE LADDER IS ON THE SOUTH SIDE OF THE STRUCTURE.
2. INSTALL PROVIDED MONOPILE AS CLOSE AS RECOMMENDED TO BASE OF THE
EXISTING MONOPILE. COORDINATE FINAL LOCATION WITH CONTRACTING
OFFICER.
3. REFER TO SHEETS S-501 AND S-502 FOR DETAILS.
A2 S-202E
0' 2' 4' 6'SCALE: "=1'-0"3
APPROXIMATE MUDLINE
EL. -10'±
FOCAL HEIGHT EL. 38.8' (MLLW)
EL. 36' (MHW)
APPROXIMATE BEDROCK
EL. -30'±
5' -0
M
AX
L ICEN
PROFESS I O NAL ENG I N
EER
NO
AH
J. ELWOOD
OETATS
F CONNECTICUT
SED23340
Q UI
T R A NS TULI T
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N
M
AR
K
ED
IT
ED
B Y:
D
AT
E C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
PL
O
TT
IN
G S
C
AL
E:
SC
AL
E:
U
SC
G D
R
AW
IN
G
N 0.
SH
EE
T O
F
U
SC
G P
R O
JE
C
T N
O
U
SC
G F
IL
EN
AM
E
A/ E
C O
M
PA
N Y:
C O
N
SU
LT
IN
G A
/E
PR
O
JE
C
T
EN
G
IN
EE
R
A/
E
PR
O
JE
C T
N O
SHEET ID
BASE BID
TOP OF FRP GRATING
LADDER
3' -4
1'-6"
2'-6"
1' -0
(T
YP
4' -6
SAFETY CLIMB SYSTEM
0 1' 2' 4'SCALE: 12"=1'-0"
ROCK SOCKET DETAIL
A1
FRACTURED BEDROCK
(ASSUME TOP 2 FEET)
PROVIDE COATED 18" x 0.625" ERW PIPE PILE.
PIPE SHALL BE ASTM A 252 GRADE 3 MOD (50KSI)
22" DIA ROCK SOCKET
GROUT FILLED ANNULAR SPACE
'-0
(M
IN
E
M
BE
D M
EN
T
IN
TO
S O
U N
D B
ED
R
O C
K)
APPROXIMATE BEDROCK
-30'± MLLW
LADDER TOP BRACKET
18" SLIP ON FLANGE
(25" O.D., 16 BOLT HOLES)
LADDER BRACKET (TYP)
PROVIDE COATED 18" x 0.625" ERW PIPE PILE.
PIPE SHALL BE ASTM A 252 GRADE 3 MOD (50KSI)
PROVIDE COATED 18" x 0.625" ERW PIPE PILE.
PIPE SHALL BE ASTM A 252 GRADE 3 MOD (50KSI)
#8 GALVANIZED STEEL
REBAR LADDER RUNG
@ 12" O.C.
0 1' 2' 3'SCALE: 3 4"=1'-0"
LADDER WALK THROUGH DETAIL
E1
3" x 3" x 12" COATED
LADDER BRACKET PLATE
(5'-0" MAX. SPACING)
5/16 (TYP)
3" x 12" FLAT BAR
1'-4 1/2"
0'-10"
FLAT
0'-1 1/2"
0'-2" FLAT
0' -3
0' -1
/2
0' -0
/4
2" Ø HOLE
3" X 12" GALVANIZED
LADDER RAIL
5/16 (TYP)
5/16 (TYP)
3" x 12" FLAT BAR 0'-3"0'-6"0'-3"
45°
0'-1"
5/16 (TYP)
0 1 1/2'1/2' 1'SCALE: 11
2"=1'-0"
LADDER CONNECTION AT FLANGE
E5 0 1 1/2'1/2' 1'SCALE: 11
2"=1'-0"
TYPICAL LADDER CONNECTION
E7
0 1 1/2'1/2' 1'SCALE: 11
2"=1'-0"
LADDER TOP BRACKET
C5 0 1 1/2'1/2' 1'SCALE: 11
2"=1'-0"
TYPICAL LADDER BRACKET
C7
4" Ø x 2" LONG
LADDER BOLTS
PS
N 1
7 -
RE
PA
IR
AT
ON
LO
NG
IS
LA
ND
SO
UN
D (
FY
RP
OP
C
EU
P
R O
VI
D
EN
C
E
C T
ST
R
U C
TU
R
AL
G
EN
ER
AL
D
ET
AI
LS
CONNECTICUT
RIVER LIGHT
S-501E
P1
P1
7S -5
E.
D W
G
C
IV
IL
E
N G
IN
EE
R
IN
G U
N
IT
P R
O
VI
D
EN
C E
KI
LV
ER
T
ST
SU
IT
E
W
AR
W
IC
K, R I 0
LT
K
R
IS
TE
N
D U
R H
AM
-Y
O U
N G
TJ
D
TJ
D
TJ
D
KF
R
AP
PL
ED
O
R E
M
AR
IN
E
EN
G
IN
EE
R
IN
G , L
LC
PO
R
TS
M O
U
TH
, N
EW
H
AM
PS
H
IR
E
(6
) 7
-1
1:
AS
S
H O
W N
U.S. COAST GUARD
CIVIL ENGINEERING
L ICEN
PROFESS I O NAL ENG I N
EER
NO
AH
J. ELWOOD
OETATS
F CONNECTICUT
SED23340
Q UI
T R A NS TULI T
ES
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N
M
AR
K
ED
IT
ED
B Y:
D
AT
E C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
PL
O
TT
IN
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SHEET ID
BASE BID
0 1' 2' 3'SCALE: "=1'-0"3
6'-0 5/8"
3'-0 5/16"
1 1/4"
2' -8
SOUTH TURNBUCKLE
ASSEMBLY
L 2X2X1/4 (TYP)
6'-0 5/8"
2'-1" 10" 3'-1 1/2"
6' -0
/8
3' -0
/4
8" 8"
TURNBUCKLE
(TYP)
7X3X1/8 STRUCTURAL
TUBE (TYP)
SAFETY CLIMB SYSTEM
L 3X3X1/4 (TYP)
LADDER
3/16"
3/8"
AT ALL CONTACT POINTS
BETWEEN JOIST AND FLANGE
1" DIA. X 1-3/4"
BOLT (TYP)
3'-6"
1 1/4" 7 1/4"
8 3/4"
1'-5"
1 1/4"
7"
1'-1 1/4"
0 1/2' 1' 2'SCALE: 1"=1'-0"
7X3X1/8 STRUCTURAL TUBE
D4
3'-0 3/4"
1 1/8" 1'-4 1/2" 1'-0 1/8" 5" 2" 1
/3 2"
0 1/2' 1' 2'SCALE: 1"=1'-0"
L 3X3X1/4 C4
6'-0 5/8"
3'-0 5/16"
1 7/16"
2 1/32" 11 31/32" 1'-7 5/8"
1 1/4" 2 1/2"
0 1/2' 1' 2'SCALE: 1"=1'-0"
L 2X2X1/4 D7
4'-1 13/16"
3'-11 9/16"
9" 2'-5 9/16" 9"
0 1/2' 1' 2'SCALE: 1"=1'-0"
L 2X2X1/4 B4
7 3/4"
1 1/2"3 1/2"
1/
2"
8" 2 1/2"
1 5/8"
(TYP)
3/ 4"
1/4" PLATE
13/16" HOLE FOR 3/4X1-1/4"
MACH. BOLT REQUIRED ON FOUR
BRACES INSTALLED AT CORNERS
0 3" 6" 9"SCALE: 3"=1'-0"
CORNER BRACE
A9
3"
1/2"
(TYP)
1 1/2"
1"
1/
2"
9/16" DIA.
1/2" PLATE
0 3" 6" 9"SCALE: 6"=1'-0"
TURNBUCKLE PLATE
A4
TURNBUCKLE PLATE (TYP)
1 5/8" 5'-9 3/8" 1 5/8"
3"
6 1/2"
1'-9 13/16" 1'-4" 3"
6 1/2"
1'-9 13/16"
0 1/2' 1' 2'SCALE: 1"=1'-0"
C4x5.4 JOIST E7
0 1' 2' 3'SCALE: 3 4"=1'-0"
TOWER ELEVATION
B1
CUT TO FIT
AND WELD (TYP)
3/8" DIA. x 1" MACH
BOLTS (TYP)
0 1' 2' 3'SCALE: "=1'-0"3
FRP GRATING
1'-6"
3"
3 1/2"
3/4"
1/
2"
1/ 2"
3"
1/4
CORNER BRACE
(2) 1/2" x 1-1/2" GALV.
BOLTS WITH HEX.
NUTS AND LOCK WASHERS
0 3" 6" 9"SCALE: 3"=1'-0"
CORNER BRACE DETAIL
A7
WELD 8 CORNER BRACES TO TWO
CHANNELS FOUR ON EACH OF THE TWO
CHANNELS
TURNBUCKLE ASSEMBLYS
SCALE
A1
1/2" BOLT (TYP)
5/8" DIA.
(TYP)3/
4"
"A" OPEN
"B" CLOSED
C
NORTH BUCKLES 4'-10" 3'-10" 12" TAKE UP - 2 REQ'D
SOUTH BUCKLES 4'-3" 3'-3" 12" TAKE UP - 2 REQ'D
NOT TO SCALE
3/ 4"
1"
1/
2"
2"
3/8" DIA.
0 3" 6" 9"SCALE: 3"=1'-0"
HOOK BOLT
D9
NOTE: 10 REQUIRED
NORTH TURNBUCKLE ASSEMBLY
1. FRP GRATING SHALL BE FASTENED TOGETHER WITH 3/8" GALVANIZED
MACHINE BOLTS AS INDICATED, 6 REQUIRED.
2. ALL HOLES SHALL BE 9/16" UNLESS OTHERWISE NOTED.
3. ALL WELDS SHALL BE 1/4" FILLET UNLESS OTHERWISE NOTED.
4. CORNER BRACE WELDED TO C4x5.4 WITH 1/4" FILLET. PLACE CORNER BRACE
1/4" IN ON BOTH SIDES TO ALLOW FOR WELD.
5. ENDS OF ANGLE BRACE SHOWN FOR CLARITY & FABRICATION, ORIENT ALL
ANGLES (POSTS, RAILINGS, DIAGONALS) TO PRESENT A FLAT OUTWARD FACE
TO WHICH THE DAYBOARD BRACKETS CAN BE ATTACHED.
2 1/2"
1 1/2"
1/ 2"
3"1 3/
4" 3/
4"
3/4"
1 3/8"
0 3" 6" 9"SCALE: 6"=1'-0"
SHACKLE DETAIL
C9
SHACKLE (TYP)
6'-0 5/8"
1 7/16"
(TYP)
1'-7"
(TYP)
2"9/16" DIA.
HOLES (TYP)
0 1/2' 1' 2'SCALE: 1"=1'-0"
C4x5.4 EDGE BEAM ELEV.
B7
0 1/2' 1' 2'SCALE: 1"=1'-0"
C4x5.4 EDGE BEAM PLAN C7
6'-0 5/8"
3"
(TYP)
6 1/2"
(TYP)
3/ 4"
(T
YP
C4x5.4 (TYP)
C4x5.4
(TYP)
C4x5.4
(TYP)
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3' -7
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NOTE: MIDRAIL SIMILAR
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HANDRAIL AND MIDRAIL
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CIVIL ENGINEERING
| Sheets and Views |
| P16647177G-001-G-001 |
| P16647177G-002-G-002 |
| P16647177S-201A-S-201A |
| P16647177S-202A-S-202A |
| P16647177S-201B-S-201B |
| P16647177S-202B-S-202B |
| P16647177S-201C-S-201C |
| P16647177S-202C-S-202C |
| P16647177S-201D-S-201D |
| P16647177S-202D-S-202D |
| P16647177S-501D-S-501D |
| P16647177S-201E-S-201E |
| P16647177S-202E-S-202E |
| P16647177S-501E-S-501E |
| P16647177S-502E-S-502E |
| P16647177R-701-R-701 |
| P16647177R-702-R-702 |
| P16647177R-703-R-703 |
| P16647177R-704-R-704 |
| P16647177R-705-R-705 |
| 2024-03-11T12:56:05-0400 | |
| GLASS.DAVID.N.1273006709 |
| 2024-03-15T11:14:38-0400 | |
| CAROSOTTO.MICHAEL.P.1021033398 |
File details come from the government source that posted it. Updated .