SPEC_2026-10-08_Decorative_Pole.pdf
PDF 2 MB Posted
- Attached to
- SLE-Decorative Fixtures and Poles
- Solicitation number
- EV00018040
- Issued by
- Suffolk County, Massachusetts
About this file
This is a specification document for decorative steel poles issued by the Public Works Department Street Lighting Division of the City of Boston for the Street Lighting and Electrification (SLE) program. The document provides detailed technical specifications and engineering drawings for three neighborhood pole designs (11'-4", 13'-4", and 16'-4" heights) and four boulevard pole configurations (20'-10" and 24'-10" heights with varying single and twin arm combinations). Each pole features 7-gauge steel with 12 flat fluting, a 6.57-inch outer diameter steel shaft, hot-dipped galvanized anchor bolts, a two-piece wrap base secured with stainless steel penta head bolts, and provisions for luminaire attachment and optional electrical receptacles. The specifications include detailed cross-sections, assembly dimensions, fastener requirements, and standard details for tenon attachments, clamp configurations, wire way provisions, and vibration dampeners. Sealed bids were due October 21, 2026, with initial delivery required by October 26, 2026, to the PWD Streetlighting Division in Jamaica Plain, Massachusetts. The contract term extends for two years through June 30, 2028.
Pricing must be submitted on a firm bid basis with unit prices expressed in both words and figures, with all shipping charges to zip code 02130 included in the bid price. The contract will be awarded per line to the lowest responsive and responsible bidder. Bidders must submit detailed specifications and cut sheets with proposals or face rejection as non-responsive. The City of Boston is exempt from federal excise taxes and Massachusetts sales and use tax. Vendors must comply with the City's Minority and Women Business Enterprise Development policies, provide wage theft prevention documentation (CM-16 form), certificates of authority where applicable, debarment certifications, CORI policy compliance confirmation, excluded/debarred party status verification, and state tax law compliance documentation. Quantities shown are estimates only; contractors must fulfill all orders regardless of stated volumes during the contract period. Contract award is subject to Mayor approval and availability of appropriations.
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Text version
8"
4"
4"
15"
SQUARE
18"
DIA.
6"
1 2" B B
A A
PL
EA
SE
N
O
TE
: F
LU
TI
N
G
SH
AL
L
ST
O
P 1"
A
BO
VE
BA
SE
T
O R
ES
EM
BL
E
A C
AS
T
O R
N
AM
EN
TA
L C
O
LU
M N
SUGGESTED
FINISHED GRADE
PROVISIONS FOR
RECEPTACLE WHEN
REQUIRED (SEE DETAIL A
ON L.1.2.4)
SEE ADAPTER DETAIL
ON L.1.2.4
SEE DETAIL B
ON L.1.2.4
TWO PIECE WRAP BASE SECURED WITH
(4) 3 8"-16 X 1" LONG PENTA HEAD
STAINLESS STEEL BOLTS
HOT DIPPED ANCHOR BOLTS
(FULLY GALVANIZED)
1 2"
GUSSETS (4 AT 90° APART)
16" CONTINUOUS
WELD (2 PLACES)
STEEL SH
AFT
28" FROM ℄ OF LUMINAIRE
TO ℄ OF LUMINAIRE
SEE DETAIL C
ON L.1.2.4
1 14" X 2" SLOT TO
ACCOMMODATE A 1" DIA.
ANCHOR BOLT (4 PLACES)
GUSSETS (4 AT
90° APART)
℄ OF LETTER "B" & (14"-20)
DRILL & TAP GROUND PROVISION
℄ OF LETTER "B" & RECEPTACLE
BASE PLATE DETAIL
SECTION B-B
7 GAUGE STEEL
12 FLAT FLUTE
SECTION A-A
6.57" O.D. OF
STEEL SHAFT
17" DIA. BOLT CIRCLE
SEE WRAP
BASE DETAIL
WRAP BASE DETAIL
SCALE: N.T.S.
DETAIL NO.
NEIGHBORHOOD 11'-4" STEEL POST L.1.2.1
DATE OF ISSUE:
DRAFT 06/26
Public Works Department Street Lighting Division
8"
4"
4"
15"
SQUARE
18"
DIA.
6"
1 2" B B
A A
PL
EA
SE
N
O
TE
: F
LU
TI
N
G
SH
AL
L
ST
O
P 1"
A
BO
VE
BA
SE
T
O R
ES
EM
BL
E
A C
AS
T
O R
N
AM
EN
TA
L C
O
LU
M N
SUGGESTED
FINISHED GRADE
PROVISIONS FOR
RECEPTACLE WHEN
REQUIRED (SEE DETAIL A
ON L.1.2.4)
SEE ADAPTER
DETAIL ON
L.1.2.4
7 GAUGE STEEL
12 FLAT FLUTE
SECTION A-A
1 14" X 2" SLOT TO
ACCOMMODATE A 1" DIA.
ANCHOR BOLT (4 PLACES)
GUSSETS (4 AT
90° APART)
℄ OF LETTER "B" & (14"-20)
DRILL & TAP GROUND PROVISION
℄ OF LETTER "B" & RECEPTACLE
BASE PLATE DETAIL
SECTION B-B
6.57" O.D. OF
STEEL SHAFT
17" DIA. BOLT CIRCLE
28" FROM ℄ OF LUMINAIRE
TO ℄ OF LUMINAIRE
SEE DETAIL C
ON L.1.2.4
SEE DETAIL B
ON L.1.2.4
HOT DIPPED ANCHOR BOLTS
(FULLY GALVANIZED)
1 2"
GUSSETS (4 AT 90° APART)
16" CONTINUOUS WELD (2 PLACES)
STEEL SH
AFT
TWO PIECE WRAP BASE SECURED WITH
(4) 3 8"-16 X 1" LONG PENTA HEAD
STAINLESS STEEL BOLTS
SEE WRAP
BASE DETAIL
WRAP BASE DETAIL
SCALE: N.T.S.
DETAIL NO.
NEIGHBORHOOD 13'-4" STEEL POST L.1.2.2
DATE OF ISSUE:
DRAFT 06/26
8"
4"
4"
15"
SQUARE
18"
DIA.
6"
1 2" B B
A A
PL
EA
SE
N
O
TE
: F
LU
TI
N
G
SH
AL
L
ST
O
P 1"
A
BO
VE
BA
SE
T
O R
ES
EM
BL
E
A C
AS
T
O R
N
AM
EN
TA
L C
O
LU
M N
SUGGESTED
FINISHED GRADE
PROVISIONS FOR RECEPTACLE WHEN
REQUIRED (SEE DETAIL A ON L.1.2.4)
SEE ADAPTER DETAIL
ON L.1.2.4
SEE DETAIL B
ON L.1.2.4
HOT DIPPED ANCHOR BOLTS
(FULLY GALVANIZED)
1 2"
GUSSETS (4 AT 90° APART)
16" CONTINUOUS WELD (2 PLACES)
STEEL SH
AFT
28" FROM ℄ OF LUMINAIRE
TO ℄ OF LUMINAIRE
SEE DETAIL C
ON L.1.2.4
7 GAUGE STEEL
12 FLAT FLUTE
SECTION A-A
TWO PIECE WRAP BASE SECURED WITH
(4) 3 8"-16 X 1" LONG PENTA HEAD
STAINLESS STEEL BOLTS
1 14" X 2" SLOT TO
ACCOMMODATE A 1" DIA.
ANCHOR BOLT (4 PLACES)
GUSSETS (4 AT
90° APART)
℄ OF LETTER "B" & (14"-20)
DRILL & TAP GROUND PROVISION
℄ OF LETTER "B" & RECEPTACLE
BASE PLATE DETAIL
SECTION B-B
6.57" O.D. OF
STEEL SHAFT
17" DIA. BOLT CIRCLE
SEE WRAP BASE
DETAIL
WRAP BASE DETAIL
SCALE: N.T.S.
DETAIL NO.
NEIGHBORHOOD 16'-4" STEEL POST L.1.2.3
DATE OF ISSUE:
DRAFT 06/26
1 4"
4"
1 14"
DETAIL B
SEE SECTION B-B FOR LOCATION
1 8"
4"
ADAPTER DETAIL
3"1"
4"
1 4"
3 12" 5 3 8"
DIA.
(14"-20) DRILL & TAP GROUND PROVISION
(SUPPLIED BY SPRING CITY)
CAST IRON POST TOP DONUT
COVER TO BE
CAULKED IN FIELD
(2) #6-32 X 1 12" LONG COUNTERSUNK FLAT
HEAD STAINLESS STEEL TAMPER PROOF
MACHINE SCREWS
D D
4"
8"
(2) #6-32 X 1 12" LONG COUNTERSUNK
FLAT HEAD STAINLESS STEEL TAMPER
PROOF MACHINE SCREWS
3"
FLUTED COVER PLATE WHEN RECEPTACLE
IS NOT REQUIRED. COVER PLATE TO BE
SEALED WITH CAULK IN FIELD.
RECEPTACLE PROVISIONS WITH COVER PLATE
DETAIL A
SECTION D-D
4"-20 X 1" LONG STAINLESS STEEL CUP
POINT SOCKET SET SCREW (3 LOCATED
120° APART)
3 12" O.D. X 7 12" HIGH TENON
16"-18 X 1" LONG STAINLESS STEEL CUP
POINT SOCKET SET SCREW (4 LOCATED
90° APART)
8" DIA. DRILLED DRAIN HOLE
CROSS ARM SECTION
DETAIL C
6" DIA.
7" DIA.
SCALE: N.T.S.
DETAIL NO.
NEIGHBORHOOD STEEL POST
STANDARD DETAILS L.1.2.4
DATE OF ISSUE:
DRAFT 06/26
18" DIA.
.6
" 22
9" DIA.
18" DIA.
2.
3.
3"
0.25"
9"
9"
2.6875"
0.25" 4.196"
FRONT VIEW
SIDE VIEW
6.375" I.D.
18" DIA.
9" 9"
TOP VIEW
HALVES SECURED
WITH (4) 0.406"-16 X
1" STAINLESS
STEEL PENTA HEAD
BOLTS
6"
FINISHED
GRADE
AA
BB
8" BETWEEN
UPPER BOLTS 0.
" T
YP
W
AL
L
TH
IC
KN
ES
S
SECTION A-A
17" BETWEEN
LOWER BOLTSSECTION B-B
0.
" T
YP
W
AL
L
TH
IC
KN
ES
S
HALVES SECURED WITH
(4) 0.406"-16 X 1"
STAINLESS STEEL
PENTA HEAD BOLTS
0.
"0.
SEE DETAIL B
0.949"
R9.00"
0.
1.123"
4.
9"
9"
2.952"
0.188" TYP WALL
1.
9"
R0.75"
R0.518"
R2.02" R0.556"
R1.192"
R5.349" R0.406"
2X 0.408" DIA.
THRU ALL
SCALE: N.T.S.
DETAIL NO.
NEIGHBORHOOD
TWO PIECE WRAP BASE L.1.3
DATE OF ISSUE:
DRAFT 06/26
15"
SQ. 18"
DIA.
61" FROM ℄ OF POST
TO END OF PIPE
6 3 4"18"26"
SEE DETAIL A ON
L.2.2.5 FOR TENON
DETAIL
TWIN ARM (SEE QUANTITY
WHEN REQUIRED)
SEE DETAIL B ON L.2.2.5 FOR
RECEPTACLE PROVISION DETAILS
(SEE QUANTITY WHEN REQUIRED)
" 16
SEE DETAIL C ON
L.2.2.5 FOR CLAMP
DETAILS
'-6
1 2"
6"
'-1
0"22 '-2
2" DIA. WIRE WAY HOLE
TO BE DRILLED BY
SPRING CITY
ELECTRICAL MFG. CO.
(SUPPLIED WITH
RUBBER GROMMET)
A A
D D
GUSSETS (4 AT
90° APART)
16" CONTINUOUS
WELD (2 PLACES)
STEEL SH
AFT 28
8"
1 2"
TWO PIECE WRAP BASE SECURED WITH (4) 3 8"-16
X 1" LONG PENTA HEAD STAINLESS STEEL BOLTS
SUGGESTED FINISHED
GRADEHOT DIPPED
ANCHOR BOLTS
(FULLY GALVANIZED)
SEE DETAIL D ON L.2.2.5
PL
EA
SE
N
O
TE
: F
LU
TI
N
G
SH
AL
L
ST
O
P 1"
A
BO
VE
BA
SE
T
O R
ES
EM
BL
E
A C
AS
T
O R
N
AM
EN
TA
L C
O
LU
M N
CLAMPS SECURED WITH (2) 1/2"-13 X 2 1/2" LONG
STAINLESS STEEL HEX HEAD BOLTS WITH NUT,
WASHER, AND LOCKWASHER (TYP.)
7 GAUGE STEEL
12 FLAT FLUTE
SECTION A-A
8" DIA. CLEARANCE HOLE TO
ACCOMMODATE THROUGH BOLT
1 14" X 2" SLOT TO
ACCOMMODATE A 1" DIA.
ANCHOR BOLT (4 PLACES)
GUSSETS (4 AT
90° APART)
℄ OF LETTER "B" &
RECEPTACLE
PROVISION
℄ OF CROSS
ARM
℄ OF 12" DIA. WIRE WAY
FOR PEDESTRIAN ARM
15" SQ. X 1" THICK
18"
DIAMETER
7 12" O.D. OF STEEL SHAFT
17" DIA. BOLT CIRCLE
℄ OF LETTER "B" &
(14"-20) GROUND
PROVISION
SEE BOULEVARD TWO PIECE BASE DETAIL
ON L.2.3
SECTION D-D
BASE PLATE DETAIL
VIBRATION
DAMPENER
SCALE: N.T.S.
DETAIL NO.
BOULEVARD 20'-10" STEEL POST
WITH 5' SINGLE ARM L.2.2.1
DATE OF ISSUE:
DRAFT 06/26
SQ.
18"
DIA.
'-6
1 2"
6"
'-1
0"22 '-2
2" DIA. WIRE WAY HOLE
TO BE DRILLED BY
SPRING CITY
ELECTRICAL MFG. CO.
(SUPPLIED WITH
RUBBER GROMMET)
A A
D D
GUSSETS (4 AT
90° APART)
16" CONTINUOUS
WELD (2 PLACES)
STEEL SH
AFT 28
8"
1 2"
TWO PIECE WRAP BASE SECURED WITH (4) 3 8"-16
X 1" LONG PENTA HEAD STAINLESS STEEL BOLTS
SUGGESTED FINISHED GRADE
HOT DIPPED
ANCHOR BOLTS
(FULLY GALVANIZED)
SEE DETAIL D ON L.2.2.5
PL
EA
SE
N
O
TE
: F
LU
TI
N
G
SH
AL
L
ST
O
P 1"
A
BO
VE
BA
SE
T
O R
ES
EM
BL
E
A C
AS
T
O R
N
AM
EN
TA
L C
O
LU
M N
7 GAUGE STEEL
12 FLAT FLUTE
N.T.S.
SECTION A-A
49" FROM ℄ OF POST
TO END OF PIPE
6 3 4" 26"
SEE DETAIL A ON
L.2.2.5 FOR TENON
DETAIL
TWIN ARM (SEE QUANTITY
WHEN REQUIRED)
SEE DETAIL B ON L.2.2.5 FOR
RECEPTACLE PROVISION DETAILS
(SEE QUANTITY WHEN REQUIRED)
" 16
SEE DETAIL C ON L.2.2.5
FOR CLAMP DETAILS
CLAMPS SECURED WITH (2) 12"-13 X 2 12" LONG
STAINLESS STEEL HEX HEAD BOLTS WITH NUT,
WASHER, AND LOCKWASHER.
8" DIA. CLEARANCE HOLE TO
ACCOMMODATE THROUGH BOLT
1 14" X 2" SLOT TO
ACCOMMODATE A 1" DIA.
ANCHOR BOLT (4 PLACES)
GUSSETS (4 AT
90° APART)
℄ OF LETTER "B" &
RECEPTACLE
PROVISION
℄ OF CROSS
ARM
℄ OF 12" DIA. WIRE WAY
FOR PEDESTRIAN ARM
15" SQ. X 1" THICK.
18"
DIAMETER
7 12" O.D. OF STEEL SHAFT
17" DIA. BOLT CIRCLE
℄ OF LETTER "B" &
(14"-20) GROUND
PROVISION
SECTION D-D
BASE PLATE DETAIL
SEE BOULEVARD TWO
PIECE BASE DETAIL ON
L.2.3
VIBRATION
DAMPENER
SCALE: N.T.S.
DETAIL NO.
BOULEVARD 20'-10" STEEL POST
WITH 4' SINGLE ARM L.2.2.2
DATE OF ISSUE:
DRAFT 06/26
SQ.
18"
DIA.
49" FROM ℄ OF POST
TO END OF PIPE
6 3 4"26"
SEE DETAIL A ON L.2.2.5 FOR
TENON DETAIL
TWIN ARM (SEE QUANTITY
WHEN REQUIRED)
8" DIA. CLEARANCE HOLE TO
ACCOMMODATE THROUGH BOLT
SEE DETAIL B ON L.2.2.5 FOR
RECEPTACLE PROVISION DETAILS
(SEE QUANTITY WHEN REQUIRED)
" 16
SEE DETAIL C ON
L.2.2.5 FOR CLAMP
DETAILS
'-6
1 2"
6"
'-1
0"26 '-2
2" DIA. WIRE WAY HOLE
TO BE DRILLED BY
SPRING CITY
ELECTRICAL MFG. CO.
(SUPPLIED WITH
RUBBER GROMMET)
A A
D D
GUSSETS (4 AT
90° APART)
16" CONTINUOUS
WELD (2 PLACES)
STEEL SH
AFT 28
8"
1 2"
TWO PIECE WRAP BASE SECURED WITH (4) 3 8"-16
X 1" LONG PENTA HEAD STAINLESS STEEL BOLTS
SUGGESTED FINISHED GRADE
HOT DIPPED
ANCHOR BOLTS
(FULLY GALVANIZED)
SEE DETAIL D ON L.2.2.5
PL
EA
SE
N
O
TE
: F
LU
TI
N
G
SH
AL
L
ST
O
P 1"
A
BO
VE
BA
SE
T
O R
ES
EM
BL
E
A C
AS
T
O R
N
AM
EN
TA
L C
O
LU
M N
CLAMPS SECURED WITH (2) 12"-13 X 2 12" LONG
STAINLESS STEEL HEX HEAD BOLTS WITH NUT,
WASHER, AND LOCKWASHER.
7 GAUGE STEEL
12 FLAT FLUTE
N.T.S.
SECTION A-A 1 14" X 2" SLOT TO
ACCOMMODATE A 1" DIA.
ANCHOR BOLT (4 PLACES)
GUSSETS (4 AT
90° APART) ℄ OF LETTER "B" &
RECEPTACLE
PROVISION
℄ OF CROSS
ARM
℄ OF 12" DIA. WIRE WAY
FOR PEDESTRIAN ARM
15" SQ. X 1" THK.
18"
DIAMETER
7 1
2" O.D. OF STEEL SHAFT
17" DIA. BOLT CIRCLE
℄ OF LETTER "B" &
(14"-20) GROUND
PROVISION
SEE BOULEVARD TWO PIECE
BASE DETAIL ON L.2.3
SECTION D-D
BASE PLATE DETAIL
VIBRATION
DAMPENER
SCALE: N.T.S.
DETAIL NO.
BOULEVARD 24'-10" STEEL POST
WITH 4' SINGLE ARM L.2.2.3
DATE OF ISSUE:
DRAFT 06/26
15" SQ. X 1" THK.
18"
DIAMETER
15"
SQ.
18"
DIA.
61" FROM ℄ OF POST
TO END OF PIPE
6 3 4"18"26"
SEE DETAIL A ON L.2.2.5 FOR
TENON DETAIL
8" DIA. CLEARANCE HOLE TO
ACCOMMODATE THROUGH BOLT
SEE DETAIL B ON L.2.2.5 FOR
RECEPTACLE PROVISION DETAILS
(SEE QUANTITY WHEN REQUIRED)
" 16
SEE DETAIL C ON
L.2.2.5 FOR CLAMP
DETAILS
1 2"
6"
'-1
0"26 '-2
2" DIA. WIRE WAY HOLE
TO BE DRILLED BY
SPRING CITY
ELECTRICAL MFG. CO.
(SUPPLIED WITH
RUBBER GROMMET)
A A
D D
GUSSETS (4
AT 90° APART)
16" CONTINUOUS
WELD (2 PLACES)
STEEL SH
AFT 28
8"
1 2"
TWO PIECE WRAP BASE SECURED WITH (4) 3 8"-16
X 1" LONG PENTA HEAD STAINLESS STEEL BOLTS
SUGGESTED FINISHED GRADE
HOT DIPPED
ANCHOR BOLTS
(FULLY GALVANIZED)
SEE DETAIL D ON L.2.2.5
PL
EA
SE
N
O
TE
: F
LU
TI
N
G
SH
AL
L
ST
O
P 1"
A
BO
VE
BA
SE
T
O R
ES
EM
BL
E
A C
AS
T
O R
N
AM
EN
TA
L C
O
LU
M N
CLAMPS SECURED WITH (2) 12"-13 X 2 12" LONG
STAINLESS STEEL HEX HEAD BOLTS WITH NUT,
WASHER, AND LOCKWASHER.
7 GAUGE STEEL
12 FLAT FLUTE
N.T.S.
SECTION A-A
32"
'-2
TWIN ARM
(SEE QUANTITY
WHEN REQUIRED)
1 14" X 2" SLOT TO
ACCOMMODATE A 1" DIA.
ANCHOR BOLT (4 PLACES)
GUSSETS (4 AT
90° APART)
℄ OF LETTER "B" &
RECEPTACLE
PROVISION
℄ OF ROADWAY
ARM
℄ OF PEDESTRIAN ARM
7 12" O.D. OF
STEEL SHAFT
17" DIA. BOLT CIRCLE
℄ OF LETTER "B" &
(14"-20) GROUND
PROVISION
SEE BOULEVARD TWO PIECE
BASE DETAIL ON L.2.3
SECTION D-D
BASE PLATE DETAIL
VIBRATION
DAMPENER
SCALE: N.T.S.
DETAIL NO.
BOULEVARD 24'-10" STEEL POST
5' SINGLE ARM AND 3' ARM L.2.2.4
DATE OF ISSUE:
DRAFT 06/26
8"
1 14"
DETAIL D
SEE SECTION D-D
FOR LOCATION
4"
1 18"
CLAMP DETAIL
DETAIL C
CC
1" 1"
2"
SECTION C-C
STEEL CLAMP BENT TO CONFORM WITH
STEEL SHAFT (3 CLAMPS PER UNIT)
1 4"
1 4"
4" THK.
1" TYP.
WELD
4" THICK STEEL SCROLL
WELDED TO CLAMP
STEEL SHAFT
DRILL & TAP CASTING
DUCTILE IRON CASTING
1" DIA. WIRE WAY
DUCTILE IRON DONUT
STEEL SCROLL
DETAIL A
4"-20 X 5 8" LONG SET SCREWS (3
LOCATED 120° APART)
CAST
ALUMINUM
6"
TENON DETAIL
TENON DETAIL
(14"-20) GROUND
PROVISION
1" DIA. WIRE WAY
(3 AT 90° APART)
1"8" 4
8"
1 4"
4"
B B
8"
2 7 8"
RECEPTACLE DETAIL
DETAIL B
(2) #6-32 X 1 12" LONG COUNTERSUNK
FLAT HEAD STAINLESS STEEL TAMPER
PROOF MACHINE SCREWS
2 7 8"
SECTION B-B
FLUTED COVER PLATE WHEN RECEPTACLE
IS NOT REQUIRED. COVER PLATE TO BE
SEALED WITH CAULK IN FIELD.
℄ OF LETTER "B" & (14"-20)
GROUND PROVISION
1" DIA. WIRE WAY
(3 AT 90° APART)
℄ OF LETTER "B" &
RECEPTACLE PROVISION
SCALE: N.T.S.
DETAIL NO.
BOULEVARD STEEL POST
STANDARD DETAILS L.2.2.5
DATE OF ISSUE:
DRAFT 06/26
18" DIA.
.8
" 21
10" DIA.
18" DIA.
2.
3.
3"
0.25"
9"
9"
2.875"
0.242" 4.258"
FRONT VIEW
SIDE VIEW
7.375" I.D.
18" DIA.
9" 9"
TOP VIEW
HALVES SECURED
WITH (4) 0.406"-16 X
1" STAINLESS
STEEL PENTA HEAD
BOLTS
6"
FINISHED
GRADE
A
BB
A
SEE DETAIL B
17" BETWEEN
LOWER BOLTSSECTION B-B
0.
" T
YP
W
AL
L
TH
IC
KN
ES
S
0.
0.949"
R9.00"
0.
1.123"
4.
9"
8" BETWEEN
UPPER BOLTS 0.
" T
YP
W
AL
L
TH
IC
KN
ES
S
SECTION A-A
HALVES SECURED WITH
(4) 0.406"-16 X 1"
STAINLESS STEEL
PENTA HEAD BOLTS
0.
9"
2.952"
SCALE: N.T.S.
DETAIL NO.
BOULEVARD TWO PIECE BASE L.2.3
DATE OF ISSUE:
DRAFT 06/26
File details come from the government source that posted it. Updated .