24407240 Drawings.pdf
PDF 4 MB Posted
- Solicitation number
- 70Z08826R0000121
About this file
This document is a comprehensive set of U.S. Coast Guard standard Aids to Navigation (ATON) construction drawings for replacing navigation structures in the San Francisco Bay area. The project, numbered 24407240, is titled "REPLACE ATON SF BAY" and covers the SF Bay Area, California location. The drawing set includes ten sheets detailing various structural components: a cover sheet with project location maps, single pipe pile beacon structures, three-pile range structures with elevations and details, reduced headers, 5'x5' and 7'x7' aluminum platforms, ladder details and extensions, range board frames for pile structures, dayboard mounting details, and safety climb installations. All structures utilize standard materials including 18-inch outer diameter steel pipe piles with epoxy coating, aluminum components (platforms, rails, angles), stainless steel fasteners, and galvanized steel elements. The design includes provisions for ladder extensions, platforms, range boards for navigation markers, dayboard mounting systems, and safety equipment. Design development occurred in phases from February 2018 through final design and as-built documentation in September 2018. The drawings were prepared by the USCG Civil Engineering Unit, Oakland, with LTJG Benjamin Acebo as the designer. No specific solicitation or contract number is indicated in the document, as it represents standard engineering design specifications for future ATON replacement projects.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| SOURCES SOUGHT-70Z08826R0000121-Replace ATON-Columbia River.pdf | ||
| 24407240 Specification_posting.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
REP
LAC
E A
TON
SF
BA
T
AN
T
SA
N
FR
AN
CI
SC
O
SA
N
FR
AN
CI
SC
O, C
A
CA
GE
NE
RA
L
CO
VE
R
SH
EE
T
Title Sheet
G-001 g0
.d wg
US
CG
C
IV
IL
E
NG
IN
EE
RI
NG
U
NI
T, O
AK
LA
ND
C
LA
Y
ST
RE
ET
S
UI
TE
N
OA
KL
AN
D, C A
-5
AC
EB
O, B
EN
JA
M
IN
, L
TJ
G
AC
EB
O, B
EN
JA
M
IN
, L
TJ
G
STEVEN F OSGOOD
STEVEN F OSGOOD
JOEL TOMCO
FI
NA
L
JU
NE
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 OFFICE
CEU OAKLAND
SOLICITATION NO.: N/A
CONTRACT NO.: N/A
VOLUME X
VICINITY MAP
SCALE: NTS
LOCATION MAP
SCALE: NTS
C
I
UN
TE
D
1 07 9
ST
EAT S
T
RD
GUA
O AS
24407240
REPLACE ATON SF BAY
SF BAY AREA, CA
NORTH
PLAN
TRUE N
NORTH
PLAN
TRUE N
C I V
I L E
N G I N E E R I N G U N I T O A K L A
ND
U . S . C O A S T G U A
R D
MUDLINE
TYP. 7' LADDER EXTENSION
RE
Q'
D
PE
NE
TR
AT
IO
N
LA
ST
K
NO
W
N
DE
PT
H
OF
W
AT
ER
PR
OV
ID
ED
IN
P
RO
JE
CT
D
OC
UM
EN
TA
TI
ON
TO
P
OF
S
TR
UC
TU
RE
PR
OV
ID
ED
IN
P
RO
JE
CT
D
OC
UM
EN
TA
TI
ON
TYP. 5'x5' ALUMINUM PLATFORM
LANTERN STAND WITH 3 RUNG LADDER
SHOWN.
VERTICALLY ALIGN
18" OD, 1/2" WALL, STEEL PIPE PILE
EPOXY COATED. INSTALLED
VERTICALLY. ORIENTATION OF LADDER
WILL BE PROVIDED IN DEGREES TRUE
IN PROJECT DOCUMENTATION.
TYP. 7' LADDER EXTENSION BRACKET.
2 REQ'D FOR EACH LADDER
EXTENSION.
BEAD WELD 2" HIGH
DATE OF INSTALLATION (MMM/YR)
VISIBLE
FROM LADDER
MMM/YR
ALL PILES MUST
BE PERPENDICULAR
TO THE WATER
LOW WATER LEVEL (MEAN LOWER
LOW WATER, NORMAL POOL LEVEL,
RIVER DATUM, ETC., AS SPECIFIED)
TYP. LADDER EXTENSION BRACKETS. 2
REQ'D FOR EACH LADDER EXTENSION
TYP. 7' LONG STEEL LADDER
EXTENSION.
FIELD DRILL HOLES
SO THAT THE PLATFORM
LADDER ALIGNS
WITH THE LADDER
EXTENSION
DO
CU
M
EN
TA
TI
ON
PR
OV
ID
ED
IN
PR
OJ
EC
T
CONTRACTOR TO ENSURE ELECTRICAL
ISOLATION BETWEEN DISSIMILAR
METALS
C7
A1 ELEVATION OF LADDER SIDE
SCALE: 1/2"=1-0"
C7 CONNECTION TO SINGLE PILE
SCALE: 1"=1-0"
U.
S
CO
AS
T
GU
AR
D
ST
D
AT
ON
S
CE
U
OA
KL
AN
D
OA
KL
AN
D
CA
PE
DE
ST
AL
S
TR
UC
TU
RE
S
BA
SE
S
SI
NG
LE
P
IP
E
PI
LE
B
EA
CO
N
ST
RU
CT
UR
E
ATON-STD-01
US
CG
P
RO
JE
CT
N
UM
BE
R
P
US
CG
D
RA
W
IN
G
NU
M
BE
R
US
CG
D W
G
NU
M
S
HT
IT
.d wg
US
CG
C
IV
IL
, E
NG
IN
EE
RI
NG
U
NI
T, O
AK
LA
ND
C
LA
Y
ST
RE
ET
S
UI
TE
N
OA
KL
AN
D
, C A
2-
LT
JG
B
EN
JA
M
IN
A
CE
BO
DE
SI
GN
ED
B Y
DR
AW
N
BY
ED
IT
ED
B
Y
CH
EC
KE
D
BY
A/ E
DE
SI
GN
C
OM
PA
NY
N
AM
E
AE
D
ES
IG
N
CO
M
PA
NY
C
IT
Y, S
TA
TE
AE
D
ES
IG
N
CO
M
PA
NY
'S P
HO
NE
N
UM
BE
R
A/ E'
S
PR
OJ
EC
T
NU
M
BE
R
CO
NS
UL
TI
NG
C
OM
PA
NY
N
AM
E
CO
NS
UL
TA
NT
'S
C
IT
Y, S
TA
TE
D
ES
IG
N
FE
B
D
ES
IG
N
AP
R
D
ES
IG
N
AP
R
FI
NA
L
DE
SI
GN
AP
R
AS
-B
UI
LT
SE
P
US COAST GUARD
CIVIL ENGINEERING
1234-5267-0003 for Design Build Projects 6789-9287-1200 for Design Build Projects
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. SHOWN WITH A 5' X 5' ALUMINUM PLATFORM.
2. A 7' X 7' ALUMINUM PLATFORM OR REDUCED HEADER MAY AT TIMES BE SPECIFIED IN THE
PROJECT SPECIFICATIONS.
LA
ST
K
NO
W N
DE
PT
H
OF
W
AT
ER
BATTER
TYP. 7' LADDER EXTENSION
THREE 18" OD, 1/2" WALL, STEEL PIPE
PILES DRIVEN
AT A 1-TO-6 ±1/4" BATTER. LADDER
ORIENTATION TO THE REAR OF THE
RANGE AXIS AS DETERMINED BY
SURVEY
TYP. 7'x7' ALUMINUM PLATFORM
LANTERN STAND WITH 3 RUNG
LADDER SHOWN.
BEAD WELD 2" HIGH
DATE OF INSTALLATION (MMM/YR)
VISIBLE
FROM LADDER
MMM/YR
LOW WATER LEVEL (MEAN LOWER
LOW WATER, NORMAL POOL LEVEL,
RIVER DATUM, ETC., AS SPECIFIED)
TYP. LADDER EXTENSION BRACKET.
2 REQ'D FOR EACH LADDER
EXTENSION.
6"
4"
4" X 8" X 3/8"
STEEL PLATE
LAP JOINT
(TYP. OF 2)
8"
42"
42"
R9 1/16"
8"X3/8"
STEEL BAND
3/8"X 8" STEEL PLATE
SEE DETAIL 5
(BAND WITH LAP JOINT)
120°
120°
0°
120°
0°
FIELD DRILL HOLES SO THAT
THE PLATFORM LADDER ALIGNS
WITH THE LADDER EXTENSION
APPROX 1'
VERTICALLY ALIGN
FIELD DRILL 9/16" HOLE
THROUGH RANGE BOARD AND PLATFORM
RAIL INSTALL 1/2" X 2" SS BOLT AND LOCK
WASHER (4 EA)
FIELD DRILL 9/16" HOLE
THROUGH RANGE BOARD AND PLATFORM
RAIL INSTALL 1/2" X 2" SS BOLT AND LOCK
WASHER (4 EA)
FIELD DRILL 9/16" HOLE
THROUGH RANGE BOARD AND RANGE
BOARD BRACKET CONNECTOR. INSTALL 1/2"
X 2" SS BOLT AND LOCK WASHER (2 EA)
2'-0"
3"X3" X 1/4"
STEEL ANGLE
4-12" THREAD
-1
/8
22-12" 1 5/8"
18 3/4"
C4 X 5.4
STEEL CHANNEL
2X 7/8" DIA
HOLES
ORIENTATION TO THE REAR OF THE AXIS AS
DETERMINED BY SURVEY
TYP. INSTALLATION 4'x8' RECTANGULAR RANGE BOARD FRAME (MAY BE 6'x12' OR 8'x16')
4" BOTH SIDES
OF EACH CUT OUT. TOTAL 6 CUTS 12 WELDS.
8"x3/8"
PLATE
CJP WELD
18" PIPE
SECTION
"x3/8" PLATE WELDED TO 18"
PIPE SECTIONS WITH CJP
WELD (TYP
18" PIPE SECTIONS (TYP)
NOTE:
1. STEEL BAND MAY BE EITHER A
WRAPPED STEEL BAND WITH PLATE LAP
JOINT, OR PLATES WELDED TO 18" PIPE
SECTIONS.
SEE OPTIONS 1 & 2.
18" PIPE SECTION (TYP)
8"x3/8" STEEL BAND
TYP. 7'x7' ALUMINUM PLATFORM 3 RUNG
LADDER MAYBE BUILT USING 5' X 5'
PLATFORM
TYP. LADDER EXTENSION BRACKETS.
2 REQ'D FOR EACH LADDER EXTENSION
TYP. 7' LONG LADDER
EXTENSION.
18" OD, 1/2" WALL,
20" LONG, STEEL
PIPE EXTENSION
18" 0D, 1/2" WALL,
STEEL PIPE PILE
18" OD, 1/2" WALL, 20" LONG,
STEEL PIPE EXTENSION
FLAME CUT PIPE PILES
IN FIELD TO
ALLOW EXTENSION
TO SLIP DOWN 6".
3/4" DIA GALV STL
U-BOLT, WASHERS
AND NUTS
U.
S
CO
AS
T
GU
AR
D
ST
D
AT
ON
S
CE
U
OA
KL
AN
D
OA
KL
AN
D
CA
PE
DE
ST
AL
S
TR
UC
TU
RE
S
BA
SE
S
3 P
IP
E
PI
LE
R
AN
GE
S
TR
UC
TU
RE
ATON-STD-04
US
CG
P
RO
JE
CT
N
UM
BE
R
P
US
CG
D
RA
W
IN
G
NU
M
BE
R
CE
UO
_A
TO
N-
ST
D-
.d wg
US
CG
C
IV
IL
E
NG
IN
EE
RI
NG
U
NI
T, O
AK
LA
ND
C
LA
Y
ST
RE
ET
S
UI
TE
N
OA
KL
AN
D, C A
-5
LT
JG
B
EN
JA
M
IN
A
CE
BO
DE
SI
GN
ED
B Y
DR
AW
N
BY
ED
IT
ED
B
Y
CH
EC
KE
D
BY
A/ E
DE
SI
GN
C
OM
PA
NY
N
AM
E
AE
D
ES
IG
N
CO
M
PA
NY
C
IT
Y, S
TA
TE
AE
D
ES
IG
N
CO
M
PA
NY
'S P
HO
NE
N
UM
BE
R
A/ E'
S
PR
OJ
EC
T
NU
M
BE
R
CO
NS
UL
TI
NG
C
OM
PA
NY
N
AM
E
CO
NS
UL
TA
NT
'S
C
IT
Y, S
TA
TE
D
ES
IG
N
FE
B
D
ES
IG
N
AP
R
D
ES
IG
N
AP
R
FI
NA
L
DE
SI
GN
AP
R
AS
-B
UI
LT
SE
P
US COAST GUARD
CIVIL ENGINEERING
1234-5267-0003 for Design Build Projects 6789-9287-1200 for Design Build Projects
C7
A1 ELEVATION OF LADDER SIDE
SCALE: 1/2"=1-0"
C7 DETAIL: CONNECTION TO DOLPHIN
SCALE: 1"=1-0"
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
B8 SECTION: TOP OF DOLPHIN
SCALE: 1"=1-0"B7 OPTION 1: PLATES WELDED TO CUT 18" PIPE SECTIONS
SCALE: 1"=1-0"
A7 OPTION 2: CONTINUOUS STEEL BAND WITH LAP JOINT
SCALE: 1"=1-0"
B8
A7B7
C8
C8 DETAIL: THREE PILE ORIENTATION
SCALE: 1"=1-0"
A8 DETAIL: RANGE BOARD BOTTOM FRAME CONNECTOR
SCALE: 1"=1-0"
A8
AutoCAD SHX Text
REQ'D PENETRATION
AutoCAD SHX Text
PROVIDED IN PROJECT DOCUMENTATION
AutoCAD SHX Text 1'%%P1/4"
AutoCAD SHX Text 6'%%P1/4"
AutoCAD SHX Text
TOP OF STRUCTURE
AutoCAD SHX Text
PROVIDED IN PROJECT DOCUMENTATION
AutoCAD SHX Text
PROVIDED IN PROJECT DOCUMENTATION
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1/2"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text 120°
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text 8"x3/8" PLATE WELDED TO 18" )
STL C4 x 5.4
5'
5'
7' 1"
6"
3"
THESE HOLES TO BE DRILLED
AFTER PLATFORM AND LADDER
EXTENSIONS ARE INSTALLED
4" RADIUS 1/4" FLAT
ALUMINIUM STK (3 SIDES)
3/4" BLACK STEEL NUT
(NUT WELDED OVER HOLE)
3/4"x 4" HOT DIPPED GALVANIZED
OR SS MACHINE SCREW
TYP. 4 PLACES
5/8" BLK STL WASHERS
(3) TYP. 8 PLACES
7/8" DIA HOLE IN PIPE TYP.
ON ALL 4 SIDES
3/8" x 3" ALUM. BAR WELD TO
ANGLE TO PROVIDE CONNECTION
FOR LADDER FIELD DRILL HOLES
FOR LADDER CONNECTION
TYP. FOR ALL BAR TO
ANGLE CONNECTIONS
3/4" BLACK STEEL
LOCK NUT HOT DIPPED
GALVANIZED
TYP. 4 PLACES
3/4" DIA HOLES.
TYP. 4 PLACES
STEEL PIPE 18" O.D. 1/2" WALL
STL PL 7"X4"X1/4" GUSSET PLATE 1
REQ'D PER CHANNEL
32-1/2"
9"
32-1/2"
12"
3"X3"X1/4"
ALUM ANGLE
3"X3"X1/4"
ALUM ANGLE
WELD TOP MITER
(TYP. 4 CORNERS)
L3"x3"x1/4" ALUM ANGLE
FOR RAILS AND CORNER POSTS
ANGLE FOR TOEBOARD.
4"x4"x1/4" ALUM
WELD 4"X4"X1/4"
ALUM ANGLES TOGETHER
AT ALL FOUR CORNERS,
THEN DRILL 3/4" DIA HOLES.
3/4" DIA HOLES.
5/8"X2-1/2" SS BOLTS
W/ NUTS AND WASHERS
TYP 4 PLACES
18" X 18" X 1/4"
ALUM PLATE
(BELOW)
5'X5'
FIBERGLASS
GRATING
5/8"X2-1/2" SS BOLTS W/
NUTS AND WASHERS
18" X 18" X 1/4" ALUM
BACKING PLATE
FIBERGLASS
GRATING 4"x4"x1/4"
ALUM ANGLE
7'- 0"
18"
FRONT VIEWSIDE VIEW
31-1/2"
1- 1/
2"
1'-
1/ 2"
1'-
1/ 2"
1" X 2" X 18"
ALUM CHANNEL
WELDED TO
BACKSIDE
6"
6"
5/8" DIA HOLE
TYP. 12 PLACES
WELD
1" X 2" X 18"
ALUMINUM CHANNEL
1" X 1" FORMED PERFORATED
ALUM 3 ROWS OF HOLES
1-5/8" X 1-1/8" SEE DETAIL 13
6" 1'
1'
ELEVATION
5/8" x 2-1/2" STAINLESS
STEEL BOLT AND WASHER
FOR ATTACHING
TO FLOOR PLATE.
4'- 0"
4" Ø SCHED.
40 ALUM. PIPE
3/4" Ø HOLES
3/8" ALUM.
PLATE
WELD 5 8" Ø ALUM
NUTS TO PIPE.
(DRILL 3 4" HOLES
IN PIPE BEHIND
NUTS BEFORE NUTS
ARE PLACED.)
INSTALL 5 8 " X 11
2"
BLACK STEEL BOLTS
ON BOTH SIDES OF PIPE
AS SET SCREWS.
4" Ø SCHED. 40
ALUM. PIPE
1 1/2" 4 1/2"4 1/2"
1 1/2"
1/
2"
1/ 2"
1/
2"
1/ 2"
30°
16" Ø HOLES. 2 EA.
8" ALUM. PLATE
16" Ø HOLES ON A
8" Ø BOLT CIRCLE. 6 EACH.
2" Ø SCHED. 40
ALUM. PIPE
2"2"
VIEW
8" ALUM.
PLATE4"
CUT BOLT END
45° POINT
4"
18" X 18" X 1/4"
ALUM PLATE
5/8" DIA HOLES
5/8" X 2-1/2" SS BOLTS W/
NUTS AND WASHERS
4"x4"x1/4" ALUM
ANGLE
5'X5' FIBERGLASS
GRATING
U.
S
CO
AS
T
GU
AR
D
ST
D
AT
ON
S
CE
U
OA
KL
AN
D
OA
KL
AN
D
CA
5'x 5'
PL
AT
FO
RM
ATON-STD-09.1
P
US
CG
D
RA
W
IN
G
NU
M
BE
R
CE
UO
_A
TO
N-
ST
D-
.1 .d wg
US
CG
C
IV
IL
E
NG
IN
EE
RI
NG
U
NI
T, O
AK
LA
ND
C
LA
Y
ST
RE
ET
S
UI
TE
N
OA
KL
AN
D, C A
-5
LT
JG
B
EN
JA
M
IN
A
CE
BO
DE
SI
GN
ED
B Y
DR
AW
N
BY
ED
IT
ED
B
Y
CH
EC
KE
D
BY
A/ E
DE
SI
GN
C
OM
PA
NY
N
AM
E
AE
D
ES
IG
N
CO
M
PA
NY
C
IT
Y, S
TA
TE
AE
D
ES
IG
N
CO
M
PA
NY
'S P
HO
NE
N
UM
BE
R
A/ E'
S
PR
OJ
EC
T
NU
M
BE
R
CO
NS
UL
TI
NG
C
OM
PA
NY
N
AM
E
CO
NS
UL
TA
NT
'S
C
IT
Y, S
TA
TE
D
ES
IG
N
FE
B
D
ES
IG
N
AP
R
D
ES
IG
N
AP
R
FI
NA
L
DE
SI
GN
AP
R
AS
-B
UI
LT
SE
P
US COAST GUARD
CIVIL ENGINEERING
1234-5267-0003 for Design Build Projects 6789-9287-1200 for Design Build Projects
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
A1 SECTION - PLATFORM BASE
SCALE: 1"=1-0" 0 1' 2'6"
1. ANGLES AND BARS SHALL BE 6061-T6 ALUMINUM.
2. PLATFORM BASE SHALL BE A36 STEEL. HOT-DIP GALVANIZE AFTER
FABRICATION IAW ASTM A123.
3. ALL BOLTS, NUTS, AND WASHERS SHALL BE STAINLESS
STEEL TYPE 316 OR 304, UNLESS OTHERWISE NOTED.
GENERAL NOTES
B1 SECTION - PLATFORM BASE
SCALE: 1"=1-0" 0 1' 2'6"
E1 ELEVATION - PLATFORM ASSEMBLY DAYMARK SIDE
SCALE: 1"=1-0" 0 1' 2'6"
B1
B1
B5 SECTION - FLOOR GRATE MOUNTING
SCALE: 1"=1-0" 0 1' 2'6"
C5 SECTION - FLOOR GRATE MOUNTING
SCALE: 1"=1-0" 0 1' 2'6"
E5 ELEVATION - PLATFORM ASSEMBLY LADDER SIDE
SCALE: 1"=1-0" 0 1' 2'6"
C5
B5
A6 FASTENER - PLATFORM ASSEMBLY
SCALE: 3"=1-0" 6"0 3" 1' A8 BACKING PLATE
DETAIL
SCALE: 1"=1-0" 0 1' 2'6" A9 CONNECTION
DETAIL
SCALE: 3"=1-0"
6"0 3" 1'
A6
A8
C7 PHOTO OF RUNGS
SCALE: NONE
C7
D9 LANTERN STAND
SECTION
SCALE: 1"=1-0"
0 1' 2'6"
D9
AutoCAD SHX Text 2"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 3/16"
AutoCAD SHX Text 1'-9"
AutoCAD SHX Text 1'-9"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 3/16"
AutoCAD SHX Text GALVANIZED NUT IS WELDED UNDERNEATH ALUMINUM FRAME. USED TO MOUNT LANTERN STAND. (TYP)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
3/8" ALUM. PLATE
AutoCAD SHX Text 14"
AutoCAD SHX Text 14"
AutoCAD SHX Text 4 "12"
AutoCAD SHX Text 9"
AutoCAD SHX Text 4 "12"
AutoCAD SHX Text 9"
AutoCAD SHX Text 18"
18"
U.
S
CO
AS
T
GU
AR
D
ST
D
AT
ON
S
CE
U
OA
KL
AN
D
OA
KL
AN
D
CA
PL
AT
FO
RM
S
RE
DU
CE
D
HE
AD
ER
S
YS
TE
M
ATON-STD-09.2
US
CG
P
RO
JE
CT
N
UM
BE
R
P
US
CG
D
RA
W
IN
G
NU
M
BE
R
US
CG
D W
G
NU
M
S
HT
IT
.d wg
US
CG
C
IV
IL
, E
NG
IN
EE
RI
NG
U
NI
T, O
AK
LA
ND
C
LA
Y
ST
RE
ET
S
UI
TE
N
OA
KL
AN
D
, C A
2-
LT
JG
B
EN
JA
M
IN
A
CE
BO
DE
SI
GN
ED
B Y
DR
AW
N
BY
ED
IT
ED
B
Y
CH
EC
KE
D
BY
A/ E
DE
SI
GN
C
OM
PA
NY
N
AM
E
AE
D
ES
IG
N
CO
M
PA
NY
C
IT
Y, S
TA
TE
AE
D
ES
IG
N
CO
M
PA
NY
'S P
HO
NE
N
UM
BE
R
A/ E'
S
PR
OJ
EC
T
NU
M
BE
R
CO
NS
UL
TI
NG
C
OM
PA
NY
N
AM
E
CO
NS
UL
TA
NT
'S
C
IT
Y, S
TA
TE
D
ES
IG
N
FE
B
D
ES
IG
N
AP
R
D
ES
IG
N
AP
R
FI
NA
L
DE
SI
GN
AP
R
AS
-B
UI
LT
SE
P
US COAST GUARD
CIVIL ENGINEERING
1234-5267-0003 for Design Build Projects 6789-9287-1200 for Design Build Projects
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. ALL MEASUREMENTS IN INCHES
AutoCAD SHX Text 20.000
AutoCAD SHX Text 4.500
AutoCAD SHX Text 60.000
AutoCAD SHX Text 6.000
AutoCAD SHX Text 6.000
AutoCAD SHX Text 14.000
AutoCAD SHX Text 23.500
AutoCAD SHX Text 12.000
AutoCAD SHX Text 1.250
AutoCAD SHX Text 2.000
AutoCAD SHX Text
AutoCAD SHX Text 20.475±0.000
AutoCAD SHX Text 6.750
AutoCAD SHX Text 2.449
AutoCAD SHX Text 2.450
AutoCAD SHX Text .935
AutoCAD SHX Text .102
AutoCAD SHX Text .204
AutoCAD SHX Text 4.899
AutoCAD SHX Text 2.450
AutoCAD SHX Text 17.500
AutoCAD SHX Text 18.000
AutoCAD SHX Text .250
AutoCAD SHX Text .375
AutoCAD SHX Text 1.750
AutoCAD SHX Text 3.000
AutoCAD SHX Text 3.000
AutoCAD SHX Text 2.000
AutoCAD SHX Text 4.000
AutoCAD SHX Text 3.000
AutoCAD SHX Text 3.000
AutoCAD SHX Text 3.000
AutoCAD SHX Text 3.000
AutoCAD SHX Text 4.000
AutoCAD SHX Text 4.000
AutoCAD SHX Text 12.006
AutoCAD SHX Text 24.000
AutoCAD SHX Text 12.000
AutoCAD SHX Text 6.000
AutoCAD SHX Text 1.000
AutoCAD SHX Text 1.500
AutoCAD SHX Text .125
AutoCAD SHX Text 36.000
AutoCAD SHX Text 95.00°
AutoCAD SHX Text 5.500
AutoCAD SHX Text .375
AutoCAD SHX Text .375
AutoCAD SHX Text 12.000
AutoCAD SHX Text 3.000
AutoCAD SHX Text 1.000
AutoCAD SHX Text .125
AutoCAD SHX Text 24.000
AutoCAD SHX Text 9.500
AutoCAD SHX Text 20.000
AutoCAD SHX Text 1.250
AutoCAD SHX Text .750
AutoCAD SHX Text .250
AutoCAD SHX Text 18.000
AutoCAD SHX Text 18.000
AutoCAD SHX Text .750
AutoCAD SHX Text D3
AutoCAD SHX Text
ELEVATION W/ ARM REMOVED
AutoCAD SHX Text E7
AutoCAD SHX Text
LANTEN MOUNT ELEVATION
AutoCAD SHX Text D7
AutoCAD SHX Text
LANTERN MOUNT PLAN
AutoCAD SHX Text A9
AutoCAD SHX Text
DAYBOARD ARM PLAN
AutoCAD SHX Text D5
AutoCAD SHX Text
PLATFORM BASE ISOMETRIC VIEW
AutoCAD SHX Text A4
AutoCAD SHX Text
PLATFORM BASE PLAN
AutoCAD SHX Text A7
AutoCAD SHX Text
HEADER ASSEMBLY ISOMETRIC
AutoCAD SHX Text E7
AutoCAD SHX Text
DAYBOARD ARMS ELEVATION/ISO
AutoCAD SHX Text A5
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text C5
GRAB HANDLES
9/16" DIA HOLES
FRONT VIEW SIDE VIEW
'-5
6" T
YP
" T
YP
14"
41"
5"
9/16" DIA HOLES
25"
5"
C4x5.4 STL CHANNEL
9/16" DIA HOLES
5"
C4x5.4 STL CHANNEL
9/16" DIA HOLES
29"
5"
C4x5.4 STL CHANNEL
9/16" DIA HOLES
9-1/2"
2" THREAD
-1
/8
2"
5/
8"
/4
2X 7/8" DIA
HOLES
5/
8"
/4
2X 7/8" DIA
HOLES
5/
8"
/4
2X 7/8" DIA
HOLES
5/
8"
/4
2X 7/8" DIA
HOLES
5/
8"
/4
2X 7/8" DIA
HOLES
C4x5.4 STL CHANNEL
18"
NOTE:
1. ALL PARTS HOT DIPPED GALVANIZED.
WELD "LEB 10X10-1"
BOLD 2" TALL LETTERS
ON THE SIDE
WELD "LEB 5X5-1"
BOLD 2" TALL LETTERS
ON THE SIDE
WELD "LEB 7X7-1"
BOLD 2" TALL LETTERS
ON THE SIDE
LEB 7X7-1
LEB 5X5-1
LEB 7X7-3
LEB 5X5-3
5"
12" SPACING
1/2"x1-1/2" SS BOLT, WASHER, AND NUT FOR
LADDER ATTACHMENT.
3"x3"x1/4" STEEL ANGLE
W/ ONE LEG CUT OFF
WHERE IT BOLTS TO
LADDER
WELD " LEB 5X5-3 " BOLD 2"
TALL LETTERS ON THE SIDE
1/2"x1-1/2" SS BOLT, WASHER, AND NUT FOR LADDER
ATTACHMENT.
3"x3"x1/4" STEEL ANGLE W/
ONE LEG CUT OFF WHERE IT
BOLTS TO LADDER
1/2"x1-1/2" SS BOLT, WASHER, AND NUT FOR LADDER
ATTACHMENT.
3"x3"x1/4" STEEL ANGLE W/
ONE LEG CUT OFF WHERE IT
BOLTS TO LADDER
C4x5.4 STL CHANNEL
1/2"x1-1/2" SS BOLT, WASHER, AND NUT FOR LADDER
ATTACHMENT.
3"x3"x1/4" STEEL ANGLE W/
ONE LEG CUT OFF WHERE IT
BOLTS TO LADDER
WELD " LEB 7X7-3 " BOLD 2"
TALL LETTERS ON THE SIDE
3/4" DIA GALV STL U-BOLT,
WASHERS AND NUTS
1/2"x1-1/2" SS BOLT, WASHER, AND NUT FOR LADDER ATTACHMENT.
3"x3"x1/4" STEEL ANGLE W/ ONE LEG
CUT OFF WHERE IT BOLTS TO LADDER
2. BRUSH HOOP THREADS DURING GALVANIZING
TO PREVENT ACCUMULATIONS ON THE THREADS
THAT WOULD OREVENT NUTS FROM FOLLOWING THREADS.
C3 X 4.1
STEEL CHANNEL
1" X 1" FORMED
PERFORATED STL 3
ROWS OF HOLES
1-5/8" X 1-1/8"
9/16" DIA HOLES 4 PER
CHANNEL
U.
S
CO
AS
T
GU
AR
D
ST
D
AT
ON
S
CE
U
OA
KL
AN
D
OA
KL
AN
D
CA
LA
DD
ER
D
ET
AI
LS
ATON-STD-11
P
US
CG
D
RA
W
IN
G
NU
M
BE
R
CE
UO
_A
TO
N-
ST
D-
.d wg
US
CG
C
IV
IL
E
NG
IN
EE
RI
NG
U
NI
T, O
AK
LA
ND
C
LA
Y
ST
RE
ET
S
UI
TE
N
OA
KL
AN
D, C A
-5
US
CG
D
ES
IG
N
PR
OJ
EC
T
M
AN
AG
ER
DE
SI
GN
ED
B Y
DR
AW
N
BY
ED
IT
ED
B
Y
CH
EC
KE
D
BY
A/ E
DE
SI
GN
C
OM
PA
NY
N
AM
E
AE
D
ES
IG
N
CO
M
PA
NY
C
IT
Y, S
TA
TE
AE
D
ES
IG
N
CO
M
PA
NY
'S P
HO
NE
N
UM
BE
R
A/ E'
S
PR
OJ
EC
T
NU
M
BE
R
CO
NS
UL
TI
NG
C
OM
PA
NY
N
AM
E
CO
NS
UL
TA
NT
'S
C
IT
Y, S
TA
TE
D
ES
IG
N
FE
B
D
ES
IG
N
AP
R
D
ES
IG
N
AP
R
FI
NA
L
DE
SI
GN
AP
R
AS
-B
UI
LT
SE
P
US COAST GUARD
CIVIL ENGINEERING
1234-5267-0003 for Design Build Projects 6789-9287-1200 for Design Build Projects
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
A1 LADDER EXTENION BRACKET, P/N: 7x7-3
DETAIL:
SCALE: 1/2"=1-0" 0 2' 4'1' A4 HOOP
DETAIL:
SCALE: 1/2"=1-0" 0 2' 4'1' A8 PHOTO
SCALE: NONE
C1 LADDER EXTENION BRACKET, LEB 10x10-1
DETAIL:
SCALE: 1/2"=1-0" 0 2' 4'1' C4 LADDER EXTENION BRACKET, LEB 7x7-1
DETAIL:
SCALE: 1/2"=1-0" 0 2' 4'1' C8 LADDER EXTENSION
ELEVATION:
SCALE: 1/2"=1-0" 0 2' 4'1'
E1 LADDER EXTENSION BRACKET, P/N: LEB 5x5-3
DETAIL:
SCALE: 1/2"=1-0" 0 2' 4'1' E4 LADDER EXTENSION BRACKET, P/N: LEB 5x5-1
DETAIL:
SCALE: 1/2"=1-0" 0 2' 4'1'
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4
AutoCAD SHX Text
TYP
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
1/4"
8'-0"
'-0
6'-0"
'-0
4'-0"
8'- 0"
3'-0"
6'- 0"
'-0
3'-
3/ 8"
8'-0 1/2"
6"x6"x 1/4" ANODIZED ALUMINUM GUSSET
PLATE WELD (TYP. 14)
3"x3"x 1/4" ANODIZED ALUMINUM TOP RAIL
1"x1"x 1/8" ANODIZED ALUMINUM L SECTION
DIAGONAL BRACING (TYP. 2)
3"x3"x 1/4" ANODIZED ALUMINUM L SECTION
VERTICAL RAIL (TYP. 2)
3"x3"x 1/4" ANODIZED ALUMINUM L SECTION
BOTTOM RAIL (TYP. 2)
1"x2"x 1/8" ANODIZED ALUMINUM CHANNEL
SECTION
TY
P.
A
LL
R
AN
GE
B
OA
RD
BOLT HOLES
SPLICE BRACKET
1/4" ANODIZED ALUMINUM PLATE
TYP. AT GUSSET PLATE
1-1/2"x3/8" SS BOLTS, WASHER & NUTS
U.
S
CO
AS
T
GU
AR
D
ST
D
AT
ON
S
CE
U
OA
KL
AN
D
OA
KL
AN
D
CA
RA
NG
E
BO
AR
D
FR
AM
ES
PI
LE
S
TR
UC
TU
RE
S
ATON-STD-12.1
P
US
CG
D
RA
W
IN
G
NU
M
BE
R
CE
UO
_A
TO
N-
ST
D-
.1 .d wg
US
CG
C
IV
IL
E
NG
IN
EE
RI
NG
U
NI
T, O
AK
LA
ND
C
LA
Y
ST
RE
ET
S
UI
TE
N
OA
KL
AN
D, C A
-5
LT
JG
B
EN
JA
M
IN
A
CE
BO
DE
SI
GN
ED
B Y
DR
AW
N
BY
ED
IT
ED
B
Y
CH
EC
KE
D
BY
A/ E
DE
SI
GN
C
OM
PA
NY
N
AM
E
AE
D
ES
IG
N
CO
M
PA
NY
C
IT
Y, S
TA
TE
AE
D
ES
IG
N
CO
M
PA
NY
'S P
HO
NE
N
UM
BE
R
A/ E'
S
PR
OJ
EC
T
NU
M
BE
R
CO
NS
UL
TI
NG
C
OM
PA
NY
N
AM
E
CO
NS
UL
TA
NT
'S
C
IT
Y, S
TA
TE
D
ES
IG
N
FE
B
D
ES
IG
N
AP
R
D
ES
IG
N
AP
R
FI
NA
L
DE
SI
GN
AP
R
AS
-B
UI
LT
SE
P
US COAST GUARD
CIVIL ENGINEERING
1234-5267-0003 for Design Build Projects 6789-9287-1200 for Design Build Projects
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
A8 STANDARD SIZE DAYBOARDS
NOMENCLATURE GUIDE FOR
SCALE: 1/4"=1-0" 0 4' 8'2'A4 8' RANGE FRAME -FOR USE ON PILE STRUCTURES
SCALE: 3/4"=1-0" 2'0 1' 4'
E8 8' RANGE FRAME
E8 6' RANGE FRAME
E8 4' RANGE FRAME
E8 3' RANGE FRAME
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
1'- 0"
2"
6"
8"6"
1/
2"
1/
1 3/8"
2 3/8"
'-0
6'-0 1/2"
6"x6"x 1/4" ANODIZED ALUMINIUM GUSSET
PLATE WELD (TYP. 14)
3"x3"x 1/4" ANODIZED ALUMINIUM L SECTION
RAIL
1"x1"x 1/8" ANODIZED ALUMINIUM L SECTION
DIAGONAL BRACING (TYP. 2)
3"x3"x 1/4" ANODIZED ALUMINIUM L SECTION
RAIL (TYP. 2)
3"x3"x 1/4" ANODIZED ALUMINIUM L SECTION
BOTTOM RAIL (TYP. 2)
1"x2"x 1/8" ANODIZED ALUMINIUM CHANNEL
SECTION
(TYP. 2)
8'- 0"
4'-0 1/2"
6"x6"x 1/4" ANODIZED ALUMINIUM GUSSET
PLATE WELD (TYP. 8)
3"x3"x 1/4" ANODIZED ALUMINIUM L SECTION
1"x1"x 1/8" ANODIZED ALUMINIUM L SECTION
DIAGONAL BRACING (TYP. 2)
3"x3"x 1/4" ANODIZED ALUMINIUM L SECTION
(TYP. 2)
3"x3"x 1/4" ANODIZED ALUMINIUM L SECTION
1"x2"x 1/8" ANODIZED ALUMINIUM CHANNEL
SECTION
(TYP. 2)
6'- 0"
3'-0 1/2"
6"x6"x 1/4" ANODIZED ALUMINIUM GUSSET
PLATE WELD (TYP. 8)
3"x3"x 1/4" ANODIZED ALUMINIUM L SECTION
1"x1"x 1/8" ANODIZED ALUMINIUM L SECTION
DIAGONAL BRACING (TYP. 2)
3"x3"x 1/4" ANODIZED ALUMINIUM L SECTION
(TYP. 2)
3"x3"x 1/4" ANODIZED ALUMINIUM L SECTION
BOTTOM RAIL (TYP. 2)
1"x2"x 1/8" ANODIZED ALUMINIUM CHANNEL
SECTION
SPLICE BRACKET
1/4" ANODIZED ALUMINUM PLATE
SEE DETAIL
BOLT HOLES BOLT HOLES BOLT HOLES
1-1/2"x3/8" SS BOLTS, WASHER & NUTS
TYP. AT GUSSET PLATE
TYP. AT GUSSET PLATE
TYP. AT GUSSET PLATE
55"
67"
79"
91"
1'- 0"
2"
6"
8"6"4 1/
2"
1/
1 3/8"
2 3/8"
THE QUICK BROWN
FOX JUMPED OVER
THE LAZY DOG
3"x3"x 1/4" ANODIZED
ALUMINIUM L SECTION BOTTOM
RAIL
1"x1"x 1/8" ANODIZED
ALUMINIUM L SECTION BRACING
IN SECTION AND PART ELEVATION
1"x2"x 1/8" ANODIZED
ALUMINIUM CHANNEL SECTION
IN ELEVATION
3"x3"x 1/4" ANODIZED
ALUMINIUM L SECTION
3"x3"x 1/4" ANODIZED
ALUMINIUM L SECTION
TOP RAIL
3"x3"x 1/4" ANODIZED
ALUMINUM L SECTION
VERTICAL RAIL
1"x2"x 1/8" ANODIZED
ALUMINUM CHANNEL SECTION
MID RAIL IN ELEVATION
1"x1"X 1/8" DIAGONAL BRACING
IN ELEVATION
VERTICAL RAIL
IN ELEVATION
BOTTOM RAIL IN ELEVATION
WELDED JOINT BETWEEN
ALUMINUN SECTIONS
WELDED JOINT BETWEEN
ALUMINIUN SECTIONS
3-
3/ 8"
(T
YP
AL
L
RA
NG
E
BO
AR
D
1/2"x 1-1/2" SS BOLTS, FLAT WASHERS AND NUTS
3"x3"x 1/4" ANODIZED
ALUMINUM L SECTION BRACING
BOTTOM RAIL
1/4" ANODIZED
ALUMINUM PLATE
1'-0"
1 1/2"
TYPICAL DIMENSION
EXAMPLE
THE QUICK BROWN
FOX JUMPED OVER
THE LAZY DOG
1/2"x 1-1/2" SS BOLTS, FLAT WASHERS AND NUTS
3"x3"x 1/4" ANODIZED
ALUMINUM L SECTION BRACING
BOTTOM RAIL
1/4" ANODIZED
ALUMINUM PLATE
1'-0"
1 1/2"
3"x3"x 1/4" ANODIZED
ALUMINIUM L SECTION BOTTOM
RAIL
1"x1"x 1/8" ANODIZED
ALUMINIUM L SECTION BRACING
IN SECTION AND PART ELEVATION
1"x2"x 1/8" ANODIZED
ALUMINIUM CHANNEL SECTION
IN ELEVATION
3"x3"x 1/4" ANODIZED
ALUMINIUM L SECTION
3"x3"x 1/4" ANODIZED
ALUMINIUM L SECTION
TOP RAIL
3"x3"x 1/4" ANODIZED
ALUMINUM L SECTION
VERTICAL RAIL
1"x2"x 1/8" ANODIZED
ALUMINUM CHANNEL SECTION
MID RAIL IN ELEVATION
1"x1"X 1/8" DIAGONAL BRACING
IN ELEVATION
VERTICAL RAIL
IN ELEVATION
BOTTOM RAIL IN ELEVATION
WELDED JOINT BETWEEN
ALUMINUN SECTIONS
WELDED JOINT BETWEEN
ALUMINIUN SECTIONS
3-
3/ 8"
(T
YP
AL
L
RA
NG
E
BO
AR
D
U.
S
CO
AS
T
GU
AR
D
ST
D
AT
ON
S
CE
U
OA
KL
AN
D
OA
KL
AN
D
CA
RA
NG
E
BO
AR
D
FR
AM
ES
PI
LE
S
TR
UC
TU
RE
S
ATON-STD-12.2
P
US
CG
D
RA
W
IN
G
NU
M
BE
R
CE
UO
_A
TO
N-
ST
D-
.2 .d wg
US
CG
C
IV
IL
E
NG
IN
EE
RI
NG
U
NI
T, O
AK
LA
ND
C
LA
Y
ST
RE
ET
S
UI
TE
N
OA
KL
AN
D, C A
-5
LT
JG
B
EN
JA
M
IN
A
CE
BO
DE
SI
GN
ED
B Y
DR
AW
N
BY
ED
IT
ED
B
Y
CH
EC
KE
D
BY
A/ E
DE
SI
GN
C
OM
PA
NY
N
AM
E
AE
D
ES
IG
N
CO
M
PA
NY
C
IT
Y, S
TA
TE
AE
D
ES
IG
N
CO
M
PA
NY
'S P
HO
NE
N
UM
BE
R
A/ E'
S
PR
OJ
EC
T
NU
M
BE
R
CO
NS
UL
TI
NG
C
OM
PA
NY
N
AM
E
CO
NS
UL
TA
NT
'S
C
IT
Y, S
TA
TE
D
ES
IG
N
FE
B
D
ES
IG
N
AP
R
D
ES
IG
N
AP
R
FI
NA
L
DE
SI
GN
AP
R
AS
-B
UI
LT
SE
P
US COAST GUARD
CIVIL ENGINEERING
1234-5267-0003 for Design Build Projects 6789-9287-1200 for Design Build Projects
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
A1 8' AND 6' MODIFIED CROSS RAILS - FOR USE ON PILE STRUCTURES
SCALE: 3/4"=1-0" 2'0 1' 4'
C1 6' RANGE FRAME - FOR USE ON PILE STRUCTURE
SCALE: 3/4"=1-0" 2'0 1' 4'
D5 3' RANGE FRAME - FOR USE ON PILE STRUCTURE
SCALE: 3/4"=1-0" 2'0 1' 4' D7 4' RANGE FRAME - FOR USE ON PILE STRUCTURE
SCALE: 3/4"=1-0" 2'0 1' 4'
A5 DETAIL
SCALE: 3"=1-0" 6"0 3" 1'
A5
G1
G1 PLAN VIEW
SCALE: 3/4"=1-0"
G4
G4 PLAN VIEW
SCALE: 3/4"=1-0"
G8
G8 PLAN VIEW
SCALE: 3/4"=1-0"
A7
A7 SPLICE BRACKET DETAIL
SCALE: 3"=1-0" 6"0 3" 1'
A9 VERTICAL AND HORIZONTAL RAIL DETAIL
SCALE: 3"=1-0" 6"0 3" 1'
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
WELDED 3" ALUM ANGLE
AutoCAD SHX Text
WELDED 3" ALUM ANGLE
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
1'- 3"
3"
1'- 3"
2'- 6"
1' LAMP POST EXTENSION
1' LAMP POST EXTENSION
2' LAMP POST EXTENSION
1/2" OF 1/2" SS FLAT WASHERS FOR SPACING
1/2-16 SS BOLT AND NUT
3"X3" ALUM ANGLE
DAYBOARD
1/2" SS FLAT WASHER
44 4
2"-16 SS BOLT AND NUT
3"X3" ALUM ANGLE
2" SS FLAT WASHER
DAYBOARD
MOUNTING HOLE
LOCATIONS (TYP)
10"
8-1/2"
7- 3/
8"
3/8" ALUM
PLATE
Ø 9/16"
HOLES 2 EA.30°
Ø9/16" HOLES
ON A Ø 7-7/8"
BOLT CIRCLE 6 EA.
1'
OR
Ø4"
SCHEDULE 40
ALUM PIPE
U.
S
CO
AS
T
GU
AR
D
ST
D
AT
ON
S
CE
U
OA
KL
AN
D
OA
KL
AN
D
CA
DA
YB
OA
RD
M
OU
NT
IN
G
DE
TA
ILS
ATON-STD-13
P
US
CG
D
RA
W
IN
G
NU
M
BE
R
CE
UO
_A
TO
N-
ST
D-
.d wg
US
CG
C
IV
IL
E
NG
IN
EE
RI
NG
U
NI
T, O
AK
LA
ND
C
LA
Y
ST
RE
ET
S
UI
TE
N
OA
KL
AN
D, C A
-5
LT
JG
B
EN
JA
M
IN
A
CE
BO
DE
SI
GN
ED
B Y
DR
AW
N
BY
ED
IT
ED
B
Y
CH
EC
KE
D
BY
A/ E
DE
SI
GN
C
OM
PA
NY
N
AM
E
AE
D
ES
IG
N
CO
M
PA
NY
C
IT
Y, S
TA
TE
AE
D
ES
IG
N
CO
M
PA
NY
'S P
HO
NE
N
UM
BE
R
A/ E'
S
PR
OJ
EC
T
NU
M
BE
R
CO
NS
UL
TI
NG
C
OM
PA
NY
N
AM
E
CO
NS
UL
TA
NT
'S
C
IT
Y, S
TA
TE
D
ES
IG
N
FE
B
D
ES
IG
N
AP
R
D
ES
IG
N
AP
R
FI
NA
L
DE
SI
GN
AP
R
AS
-B
UI
LT
SE
P
US COAST GUARD
CIVIL ENGINEERING
1234-5267-0003 for Design Build Projects 6789-9287-1200 for Design Build Projects
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
A1 2 SHEET DAYBOARD FASTENERS
SCALE: NTS
GENERAL NOTES
A6 LAMP EXTENSION
SCALE: 3/4"=1-0" 2'0 1' 4'
ALL DAYBOARD MOUNTING BOLTS TO BE 12" STAINLESS STEEL.
INSTALL FLAT WASHERS BETWEEN BOLT HEADS AND DAYBOARD
SURFACE.
NEVER DRILL HOLES THROUGH EDGE REFLECTIVE BORDER OR
NUMERALS.
ATTACH LANTERN EXTENTIONS WITH 3/8" STAINLESS STEEL
BOLTS. (4 EACH)
ALL HOLES THROUGH DAYBOARDS & RAIL FIELD DRILLED.
1.
2.
3.
4.
5.
C1 8TR - 8'x8' TRIANGLE RED
SCALE: 3/4"=1-0" 2'0 1' 4'
A3 1 SHEET DAYBOARD FASTENERS
SCALE: NTS
C3 3SG - 3'x3' SQUARE GREEN SCALE: 3/4"=1-0" 2'0 1' 4' C6 4'x4' DIAMOND
SCALE: 3/4"=1-0" 2'0 1' 4' C7 4SG - 4'x4' SQUARE GREEN
SCALE: 3/4"=1-0" 2'0 1' 4'
E1 6TR - 6'x6' TRIANGLE RED SCALE: 3/4"=1-0" 2'0 1' 4' E4 4TR - 4'x4' TRIANGLE RED
SCALE: 3/4"=1-0" 2'0 1' 4' E7 6SG - 6'x6' TRIANGLE RED
SCALE: 3/4"=1-0" 2'0 1' 4'
Xref ..\..\2021 Approved Drawings\Need to clean up and update\PLATFORMS-BASE.dwg
RE
Q'
D
PE
NE
TR
AT
IO
N
MUDLINE
DE
PT
H
OF
W
AT
ER
LA
ST
K
N O
W N
LA
ST
K
NO
W N
DE
PT
H
OF
W
AT
ER
18" OD, 1/2" WALL
STEEL PIPE PILE
BOTTOM CABLE BRACKETS ATTACH
TO 2 BOTTOM LADDER RUNGS
CENTER CABLE ON LADDER
UPPER CABLE BRACKETS ATTACH
TO 2 TOP LADDER RUNGS
BOTTOM CABLE BRACKETS ATTACH
TO 2 BOTTOM LADDER RUNGS
CENTER CABLE ON LADDER
UPPER CABLE BRACKETS ATTACH
TO 2 TOP LADDER RUNGS
UPPER CABLE BRACKETS ATTACH
TO 2 TOP LADDER RUNGS
CENTER CABLE ON LADDER
UPPER CABLE BRACKETS ATTACH
TO 2 TOP LADDER RUNGS
CENTER CABLE ON LADDER
BOTTOM CABLE BRACKETS ATTACH
TO 2 BOTTOM LADDER RUNGS
BOTTOM CABLE BRACKETS ATTACH
TO 2 BOTTOM LADDER RUNGS
℄ OF LADDER RUNG
TOP VIEW
ATTACH AS PER MANUFACTURERS
INSTRUCTIONS.
USE ONLY FASTENERS PROVIDED OR APPROVED
BY MANUFACTURER.
1.
2.
18" OD, 1/2" WALL,
STEEL PIPE PILE
LA
ST
K
NO
W N
DE
PT
H
OF
W
AT
ER
THREE 18" OD, 1/2" WALL, STEEL
PIPE PILES DRIVEN AT A 1-TO-6
BATTER.
U.
S
CO
AS
T
GU
AR
D
ST
D
AT
ON
S
CE
U
OA
KL
AN
D
OA
KL
AN
D
CA
SA
FE
TY
C
LIM
B
IN
ST
AL
LA
TIO
NS
ATON-STD-14
P
US
CG
D
RA
W
IN
G
NU
M
BE
R
CE
UO
_A
TO
N-
ST
D-
.d wg
US
CG
C
IV
IL
E
NG
IN
EE
RI
NG
U
NI
T, O
AK
LA
ND
C
LA
Y
ST
RE
ET
S
UI
TE
N
OA
KL
AN
D, C A
-5
LT
JG
B
EN
JA
M
IN
A
CE
BO
DE
SI
GN
ED
B Y
DR
AW
N
BY
ED
IT
ED
B
Y
CH
EC
KE
D
BY
A/ E
DE
SI
GN
C
OM
PA
NY
N
AM
E
AE
D
ES
IG
N
CO
M
PA
NY
C
IT
Y, S
TA
TE
AE
D
ES
IG
N
CO
M
PA
NY
'S P
HO
NE
N
UM
BE
R
A/ E'
S
PR
OJ
EC
T
NU
M
BE
R
CO
NS
UL
TI
NG
C
OM
PA
NY
N
AM
E
CO
NS
UL
TA
NT
'S
C
IT
Y, S
TA
TE
D
ES
IG
N
FE
B
D
ES
IG
N
AP
R
D
ES
IG
N
AP
R
FI
NA
L
DE
SI
GN
AP
R
AS
-B
UI
LT
SE
P
US COAST GUARD
CIVIL ENGINEERING
1234-5267-0003 for Design Build Projects 6789-9287-1200 for Design Build Projects
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
A1 TYPICAL 1 PILE STRUCTURE
SCALE: 1/2"=1-0" 0 2' 4'1' A4 TYPICAL MULTI (3) PILE STRUCTURE
SCALE: 1/2"=1-0" 0 2' 4'1'
GENERAL NOTES
A7 TYPICAL 4 PILE STRUCTURE
SCALE: 1/2"=1-0" 0 2' 4'1'
ATTACH AS PER MANUFACTURERS INSTRUCTIONS.
USE ONLY FASTENERS PROVIDED OR APPROVED BY
MANUFACTURER.
1.
2.
AutoCAD SHX Text
REQ'D PENETRATION
AutoCAD SHX Text
MUDLINE
AutoCAD SHX Text
REQ'D PENETRATION
AutoCAD SHX Text
TYPICAL 5'X5' EXAMPLE
SCALE: 1/2" = 1'-0"
| g001-G-001.pdf |
| Sheets and Views |
| G-001 |
| ATON-STD-01_NEW-STD-01.pdf |
| Sheets and Views |
| STD-01 |
| ATON-STD-04_NEW-STD-04.pdf |
| Sheets and Views |
| STD-04 |
| ATON-STD-09.1_NEW-STD-09.1.pdf |
| Sheets and Views |
| STD-09.1 |
| ATON-STD-09.2_NEW (reduced header)-STD-01.pdf |
| Sheets and Views |
| STD-01 |
| ATON-STD-11_NEW-STD-11.pdf |
| Sheets and Views |
| STD-11 |
| ATON-STD-12.1_NEW-STD-12.1.pdf |
| Sheets and Views |
| STD-12.1 |
| ATON-STD-12.2_NEW-STD-12.2.pdf |
| Sheets and Views |
| STD-12.2 |
| ATON-STD-13_NEW.1-STD-13.pdf |
| Sheets and Views |
| STD-13 |
| ATON-STD-14_NEW-STD-14.pdf |
| Sheets and Views |
| STD-14 |
| 2026-05-20T10:45:32-0700 | |
| TOMCO.JOEL.EDWARD.1384908795 |
| 2026-05-21T02:37:00-0700 | |
| OSGOOD.STEVEN.FREDERICK.1187108833 |
| 2026-05-21T02:37:45-0700 | |
| OSGOOD.STEVEN.FREDERICK.1187108833 |
File details come from the government source that posted it. Updated .