HomeMy WebLinkAbout0141 SCHOOL STREET - PLANS (3) TOWN OF BARN STABLE
FERRY TERMINAL RECONSTRUCTION
pm NPa0 STATE QED. M PROD. ft W. VMS
7
MASS, FBD-005 003 1995 30 46
CONCRETE PIER--DECK PLANK PLAN
rJ PRECAST. PRESTRESSED \\ \ V
CONCRETE DECK PLANK (TYP)
SEE DETAIL a \`
rW
�30
0
P EXISTING FACE OF STEEL Q �\
1 SHEET PILE BULKHEAD o$ O o R \ ACCESS PLANK
1 \ \ \ \ \ \ \ \ SEE CONNECTION DETAIL
1 O \
rF
o \ ® \ Q 1 R \ \ \ \ 29 29
\ o O R
1 \ ® Q \ R \ \ \ \ \ \
9 1 0
PRECAST, . PRESTRESSED CONCRETE :PLANK . SCHEDULE Ao SEE o 3s 1 I R -
O�N� DIMENSIONS REBAR COUNTS
I
fro \ \ (� rn R \ E W L1 L2 D , SP STRANDS QN
y
0
I " . 5 j►
S'� G \ \ \ \ \ 1 - A 5 6 =- 20 -- 22 -6" $" 8 .1/2" 12SOX
1
SEE Cif E3. 8'--0" 22'-�ir . 25'_,C $�' 8 " 22
0 I O \ \ \ \ C 6'-0'' 14'-9" 16'- 1 d' 8" 11" 8 1
\ 8
� 16'--icr° 19•-1"
` \ ('r l D 6'--9". 8" 8 f/2" 10 1
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\ \ \ ,�' e'�.,o» 51-s" 8'--3" . 8" 8 1 I2" 10. 1
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G 4`-w6" 1.4'-5" :Y 'l 6.#-0" Ir 6 1/2" .5 1
W w�� O N -
\ S I \ \ \ \ W :H . 8•-0": , 1s --0 18'-9 1/2" Er8 1 It.;:. 12 1
\ { \ 1 EVNE
18 11"9 1/2" •. `21'--6 1%2' g' , 8 '1 It . 14 1
o / I I I 1 . 11111
2 1 \ Ff.RR 3 Ct -----
J 6 --Cr: 25,-7 1/4 10" N/A 13 1
K 2 --8" 15 -0 8" 12" 4 1
r
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15' 0" 8". 8: 1/ 10 1
oEcK NcR� I H � / �50
ON OWNER I \ S1 P L2
-
8� y y - Y O 8". 8 , ,1 r 10 1
W P�' ► \ y yj y �'
NOTE: ONLY.ONE ROW:OF STIRRUPS ,REQ D "
ON' PLANKS 5' WIDE-AND. UND LOCATED AT'CENTERUNE., -•- p, 5.-0 19 0 8" � 6 ) ` 9 1
o ER
y 9'-0"
` 1
y y y PLAN
i y +Op R. 8 1/2" 14 18
OF c MAk STIRRUP SPACING
NE ) S . '-=0" 19'=0" g' 8 1 2" . .7 2
J4 STIRRUPS, 1 ROW ON PLANKS 5 WIDE .
OR LESS, 2 ROWS ON PLANKS.OVER:5' WIDE . �M.
3" 8" 6 t/2" #5012" 1
T ' 2 Cr -TO 5 .6". 8 --0" '�
\ \ N/q
1 ,
J Y 8" N/A 6 1
o .
\ \ 2 1 C, EXCEPT PLANKS
yy / ( W 5'-- 25" 11" 27'-T 10" 6 3 4" 13 1
\ \
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b OF 1/2"4 PRESTRESSED STRANDS 4' 12" X 5'-0" 24'- 25'-11 100".. 6 :3f 4" '.13 : 1
CROSS SECTION LdNGtTU01NA1. :SECTION
.Y . 5'-0" 18, V , 19'--11 . 8" 6 1/2" 9 1
\ y •
9'-1 1. . 21'-7" 8" 6 ..1/t 9 1
PLANrA
.,.
PRECAST, PRESTRESSED CONCRETE DECK PLANK DETAIL PLANK NON-PRESTTRESSED REINFORCEMENT
SCALE: 1~=10'-0"
�3O SCALE. 3/ar 1
NOTE:
EQUM
GROUT PLACED ` 1.}.
BETWEEN DECK PLANKS PRESTRESSED CONCRETE LIVE LOADS 100psf ' 3/fr 1'
ALONG ENTIRE LENGTH DECK PUNKS (TYP) PRESTRESS POSITION PLANKS SO AS NOT �`; ;;PRESTRESS SNOW LOAD 25psf ,
DECK PLANK TO BEAR ON BERTHING CAP DECK PLANK Cam )
` DECK PUNK (TYP) w ,.
SEE CONNECTION DETAIL 2.) PLANKS J. U. & V SHALL HAVE EXPOSED
- 2 1 0 2 4 6
8 STYROFOAM FORM PLUG
STRAN ENDS BURNED BACK AND GROUTED. SCALE IN FEET
1 4" THICK X 9" WIDE ALONG LENGTH OF BERTHING CAP
1 / 30 30 3.) FIELD VARIFY ALL PLANK DIMENSIONS. » "
NEOPRENE BEARING PAD 9 3/4 -1 . 0".
r ENTIRE LENGTH OF PILE CAP . . . a.
1 SQ" X 9 LONG NEOPRENE SCALE IN FEETPLUGS PLACED BETWEEN +t 9- •,: :
ELASTIC SEALANT/ADHESIVE
DECK PLANKS OVER PLACED BETWEEN DECK BEAMS 1/4"THICK x9"WIDE NEOPRENE BEARING (TYP) PILE CAP j =1'-
PILE CAPS
ENTIRE LENGTH PAD, FULL LENGTH OF PILE CAP a (TYP) .� 4 BERTHING CAP 1 /2" 0"
1• or Ir s 0 or 1•
PILE CAP SCALE IN FEET
1"=10'
t0' 5' p 10, 20'
B DECK PLANK JOINT DETAIL C DECK PLANK/PILE CAP DETAIL D DECK PLANK/BERTHING. CAP DETAIL
SCALE IN FEET
30 30 SCALE: 1 1/f =1'-0" 30 30 SCALE: 3/4'-1'-Cr
�_l
SCAM. 3/4 =1 !.C,
__ 111 _ __ _
1111
I I ..� - , , I � I ,
M
- TOWN OF BARNSTABLE
II & > FERRY TERMINAL RECONSTRUCTIOI�/I.
I EXISTING FACE OF STEEL y
1IiiIj>I 1 I I II I I t I IV I*1 I_
&...I:#L,.....0 I.:...-I�I...I,I dI..'I..II�I*�-..I.a.I...,1.I1�I1.\-...4.1.!�l�41,....cq I.jI.L.,�I i.A III I�.rA�..II.I-..4*....w-T.�...I\.
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11
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I.
II
SHEET PILE BULKHEAD DN NCO. STATE FED. ND PROD. No. Yn NO SHHEEETTS
— — — — — I �iTt .
. t MASS. . FBD-005(003) 1995 31 46
1 1 '' CONCRETE PIER-DECK DRAINAGE
II �= �'`
o FINISH ELEVATION PLAN
IZ pa,Rs-
1 PK .
II P��0A4
11 . . . . sEE , 5 \� tom' .
ii \
II \ \ . . . . .
'13 92 \ \ _ \`. .
11 P 9 \ c
w 11 �� \ ��9 .off t:
I1 3 3 g2 \ ti4 \ 3 � .
o II P . ,�3• \ \ \ 3• , . ,
5.8 11 3 \ 1 i t �i \ 90
1 1 ��92 \ \
II 3 1390 \ \ Nk0 .,,:. \ \ .. .. .
9
I 3 g \ N3 9 01 \\ \\ \ ` 150 i
I I 99 \ \ 1 13 92 \ \ N4 � \ \\ A-5 gg
UNIFORM SLOPE I I 13 \ 90 \ \ \ \ .
13• \ \ -
g0
\ �390 1390 \ 9 1 \ \ \ 1399 1 \ \ i\ \ %39i k - _ .
1 1 \ \ �3 9 \ \ \ \ 1 q A. \ \ \ ' \ 1 92 �' i
.
II g�0 \ \ \ . \ \ ,2 \ \ \
.
90
\ \
f i A - DOUBLE BM, BOLLARD .(TYP')
. \ \ \ -Y \ ,. I SEE DETAIL.` -
II .
\\ �\ \ '2 \ \\ \ t \ \t 13 92 90 90: SCUPPER f jw)• .
11 �, \ �4• \,,, \ 1 1
�;I \ \ �\ \ k3 92 r sE DEtaL - 3 5
R 12 1 \ \ \ \ \ _.- J.
IIIIII
5�A i I \ \ \ \ 3 9g
II °�`' o \ \ \ N 3 I.
5 3� 3 I 1 1 \ \ N� p�,A }2�
P�� { I \ \ \ \ 9 ����R \. �; 2 .
. po I I 9 42 \ \ \ �3 9 Ems'" `'.S .
0
• I I I \i \ 1 .�'' pPSs
PASSENGER BRIDGE I 1 \ \ \ 0 .
I \ \ 99 1 •
8 II , \ \ \ -
g 30 4 \
II \ \ \ /
3 \ \ � _-
. .
F
5 I I \ \ 90 - � 50: - I�GEND
t sF-� 32 \ \ 9k �3 s ' . 2{
3� \ �3' 3 RP .} ...
\ DO �' \ /
t t / - - 13,90 SPOT..FINISH
„�- , ELEVATION
\ \ \ / ,\3 90
. .. . . : .
\ \ 9
.5
9 /
FEET ABOVE NG 0 0
t .
.
\ .
\ .'
. .
. / ` DIRECTION OF SLOPE
.% \ /` SINGLE BITT BOLLARD .. 1 "'... . . .
\ .. . •
rn \ 93 SEE DETNL
. .
o I \ .
�` .
lc� l.. .
\ / - .
I , - . . .
. .. .
o -
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I�' 2\ /'
i i 31 NOTE:
P
I°i \ .
i .
i I
{ -d I I
I \ TYPICAL DRAINAGE SLOPE _ 1 g' PER FOOT.
9 .
. . .
.
. .
II . .
o .
1 .e5 \ - .
II
R 3 . . .
P�
St I \ .
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.
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SE 32 2 50 .
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1 \ . . - .
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8 .
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III ,..
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L1MIT OF CONCRETE I I "—� .
. \ I .
/t0 .
SURFACE AND 6•
II : . : I
6.50 ;.
. .
CURBING FOR THIS I �;` .
.
ONTRACT
I PLAN
o II {
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\ SCALE: 1 -101-d . ,
II .
•
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NE c�
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o ,
.
V' ! I CONCRETE OVERLAY _ •
\ I I R��� �' CURB FOR REINFORC ENT•
i' 9
F
\ I I �� 5EE DETAIL, D .
\ \ . .
��
\ 31.32 .
.
� \ ..' .
` ��
\ CONCRETE DECK PLANK
\ EL +13.89' -
II \ -
/ I I ._ (-
II
II
BERTHING CAP .
I d CONCRETE CAP - ..
II . ; a •
. i. .
II I .
. , • . .
.
i l •. .
. i f a 16'f PIPE PILES .
r� \ . ,
. EL +3.0' ' .
. .
. ..
. 11'-(r' . . .
g» .
. 3/ -1'-0'
. . . CONCRETE OVERLAY. ., ..
.
4• 2. 2• 4•
. SEE DETAI Q CU
o .
D '
. : 31 35 - . . G - SCALE IN FEET
. 31 35 1�4"=1•-(f
.
.}, 2, 4. 8.
0
PRESTRESSED PLANK (TYP) . ` • .
. . . SEE SHEET 13 SCALE IN FEET .
. : •
. . .
. 1"_10'
A SECTION B SECTION --- PASSENGER BRIDGE io• s' o Jo• zo'
31 31 SCALE: 1/4`=1'-Cr { d3jISCALE- 3/Ir-I'�-T SCALE IN FEET
. 1 . . .
TOWN OF BARN STABLE
FERRY TERMINAL RECONSTRUCTION
t 5lixlCTURAI. \ PUB. RD. FISCAL SHEET TOTAL
q y „1.36167 ON. N0. STATE FED. AM) PR0,1. N0. YEAR N0. SHEETS
�+ ' MASS. FBD-005(003) 1895 32 46
CONCRETE PIER - STAIR DETAILS °
2 3 4"
JOINT CONTROL JOINT (TYP)
SEALER STAIRS---'o CONSTRUCTION/CRACK
TYPICAL STEP
CONTROL. JOINTS . • R T
. . ,.r CJOiN JOINTS
CONSTRUCTION/CRACK
K
SEE DETAIL SEE SHEET 32
SEE T SHEET 32
PILE CAP rD
EXPANSION JOINT
.
SHEET PILE BENT #1 CONCRETE OVERLAY
32 3 SEE SHEET 32 DECK PLMI K.
CAP SEE' SHEET 32 DECK PLANK
�b DECK PLANK
EL +14.20
EL +14.20
i
TYPICAL STEP--
TYPICAL*STEP
SEE DETAIL
SEE, DETAlt
rD
h
•
`� d
3
DECK PLANK/STAIR -
' 2 32
CONNECTION CONSTRUCTION/CRACK
t 4 THtCfC NEOPRENE ,
CO STRUCTION
SEE DETAIL CONTROL JOINTS .
'Ile N /CRACK 1 4" THICK
/ ICK NEOPRENE
BEARING :PAD, CONTROL JOINTS
SEE SHEET 32 REARING PAD. ,
ENTIRE LENGTH AND Wt SEE SHEET 32.; • 4,
v v a e DTH ENTIRE LENGTH AND WIDTH
"
. a • ' - 3�29
.. ,
p d
4
a Ad
Q a e
4 SUPPORT CAP
v Q. CAP3 .'
. :
LE CAP
BULKHEAD CAP
DECK PLANK
ASPHALT EXPANSION JOINT FILLER DECK PLANK
E
ALONG LENGTH OF CAP #1 BY 2(' WIDE
1 4" THICK NEOPRENE BEARING PAD - ;:
ATTACHED TO BULKHEAD CAP / 1/4.,. THICK'NEOPRENE: BEARING,. PAD,
ENTIRE LENGTH AND WIDTH SUPPORT CAP. LENGTH ,AND WIDTH
SECTION CAP #2
STAIR 1 .
A & 2 DETAIL,AIrBSTAIR# � 3 DETAIL# STAIR' 4 DETAILC �
�31 32. : •_
SCALE. 1/2" i o"
31 3 2 SCALE: 1/7=1•-0"
`31 32 SCALE: 1 j2"ffi t•—tr
C
RI P GRIT
b
.� 1/Er SLOPE
VARIES WITH
f 3 ANCHOR STIRRUPS #4 BARS ) DECK ELEVATIONS
7•_4-
O 18 O.C. MAX. STARTING W/2" . COVER
4 TREADS O 16" t 2" it �b ,C FROM EACH. SIDE
M
v-
2.4 COVER (TYPREINFORCEM)
*�
EXTRUDED NOSING INSTALLED - r,
PER MANUFACTORS �- -1/8» SLOPE
RECOMMENDATIONS 16"
COVER MID)
SLOPE
.� 'S° VARIES WITH 4 O 9"
DECK ELEVATIONS
3 IC 6 7/8 44 O 7 O.C.
- 1�
1 CHAMFER �
3" COVER (TYP)
#4 O 12" BOTH WAYS (TYP)
J
D TYPICAL STEP DETAIL rE� STAIR #1 & #2 REINFORCING F STAIR 3 & 4� REINFORCING
# #
32 32 SCALE: 3"=1'-0" 32 32 SCALE: 1/2"=1'_ar 32 32 SCALE: t/Tat•-(f
1/2"=1-
2' 1• 0 , Z• 4,
SCALE IN FEET
SCALE IN FEET
,.. .
.
.
TOWN OF BARNSTABLE
''`�� # •s FERRY TERMINAL RECONSTRUCTION
.
".
• wp;CTtJRAL W.; UB. RD. STATE FED. NO PROD. N0. FISCAL SHEET TOTAL
. MQ.l11ET iw i. DIV. .NO. YEAR NO. SHEETS
.
i T i! �� MASS. FBD-005(003) 1995 33 46
. at
.1 I :{- WALL/STAIRS DETAI L
` V Q.I •
12" THICK REINFORCED CONCRETE WALL
TOP OF WALL EL +15.0' PASSENGER BRIDGE. CONCRETE OVERLAY
CAST ON CAPS do DECK PLANKS �_
DECK do STAIRS BEYOND 12" _--__--__--___--0.n...--:i I0",.-.-...E.IkI.'A r-q�.1.'',!I 5\1...I-I.1�..�.I.,I3.-...,.:.._I.I....-:.0/......'.-"...*
---_ -_-_ -- -- -- ,..f
J_ _ • . •" ' , WALL No. 3 BEYOND -� -. .- - ______------ --- .• •,'.y
I.L._".I.-.,F,..-.,.'.'..fI'.,I.L.,��.I-.I.L�I I I 1*.J�.,.I,.. I�-.l".7"I Ik�.
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TOP ..OF WAIL EL +10.5' � 1 0" CONCRETE WALL EL. +10.5 Y.
I..II 1...�.I.I I1 I��LI II;III;..I_
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5�I-� •• 4.. SEE DETAIL I I r . '.,
I � I I . '
..11�]...
_' - ., ..•.• -..f".-,' CONCRETE OVERLAY ... . '. .
T-�� • I N C WALL I I PRESTRESSED PLANK
J- CAP 3 F �' TH CK REI FORCED ONCRETE I : -
L.
I.
_I r- --______--___r. �.- ••._••. ,.' TO ENCLOSE GAP BETWEEN BRIDGE do STAIR i •
L-� ----------__�L_ eI . • . .:. � 33 33 I I . CAP #3
. . •.•r i.
FINISH GRADE EL +6.5' •'. ... .. �:.� . . .
I 1 .. .
. I j . • ... , CONCRETE OVERLAY
. . : .,• • • CONCRETE OVERLAY FINISH GRADE EL +6.5 : . Cr CONCRETE WALL
. . •' :.,. ' _.1. `� SEE DETAIL
. F
.' .. .`' . .•. PRESTRESSED .. .
. .
w NEW SHEET PILE CAP WEST BRIDGE CAP' %' ' j .• .« PLANK CAP 2 : , .
CAP #1 33 33
. ,. ..
.. ., NEW •SHEET PILE CAP - f 1 .
CAP #2 BEYOND .
EXISTING SHEET . , .'. :.•• '. C�►P �
.�.
. PILE BULKHEAD •• • • . . EXISTING SHEET PILE BULKHEAD PRESTRESSED PLANK
HEAD BERTHING DOLPHIN PRESTRESSED PLANK „ , : .
- (STAIRS'.SIMILAR)
. ELEVATION - WALL .J2 NOTE: SECTION
ELEVATION SECTION ..� .�. _ _ ' .�.
. .
SCALE 3/16"-t'-0 :, 8"=1'-0"
WALL2 SHOWN SCALE: 3
III
a.
SCALE: 3/16'-1'-0' SCALE: 31fr=1'-T WALL 4 SIMILAR /
. . _ . I.
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I.
II
. A
WALL 1 DETAIL :. : , WA1:LS 2 ..;ac 4 ` DETAIL
. .
.
sca_E As SHOWN ; ; 4 33 SCALE AS:SHOWN V.
30 33 CRACK CONTROL JOINT (TYP) ELEV. 4.4! f
. #1 . . .
. Y
CONCRETE OVERLA
r - _ - . ..
(4 MIN. THICKNESS) .,. :. ,
.
. ,
. .
TOP of wnu .
.
r . :y. ..
EL +14.2 . .
10" PRESTRESSED P K r .... •, 8" PR ESSED PLANK LAN . . ESTI? .
. I. , -
EL. +14.^/ .
. _ '. .
N .. Y
WIDE: CURB . '
DECK do STAIRS BEYO D f -Or CONCRETE WALL r. .CONCRETE OVERLA .
S .1
STAIRS .
. SEE DETAIL .. EL. #f4.1�
S .
. S .
. - 2 6" CONCRETE WALL
_11l-.__1__*0-._-...1F.1�-,-F:.-1-.._1�.n�f.i4.Ir.--....IN.�La II.:.l.I'.-_I_1..II*0"..I I..._
s- ,
F
SEE DETAIL -
S 30 33 .
.
, .%• F i
•. ��.
. .. _ '•
•
.. •
i
CONCRETE OVERLAY .: r • . 3 33
•: ••
, . .
CAP3 UPPER EL +9.5 .
. .
OP 8 I P.. .
..
PRES?RE SED PLANK'
•
•
NE REME £AR N AD '(7YP)
. `:. CONCRETE OVERLAY
••
• ,: \ �3R/ ••• •�.a - EL. #9.4'f .� 1'�Z7 �Vi\NREWJ1iy. - L.
�: :SEE DETAlt
:. CAP 3 LOWER ';,; .
PRESTRESSED PLANK i ,
.
.•
. .• .
i
. _
. .
.,
33 33
STEEL SHEET PILE CAPff 1
BULKHEAD .
. •.
. ] PRESTRESSED y .
ELEVAT1oN SECTION ; PLANK r -,:- PILE`CAP i 4 .
160
' STEEL , .
SCALE: 3/16"=1'-0" SCALE: 3/8"=1'-O' 4"•• •
NOTE: PIPE PILE
WALL A SHOWN PIPE PILE .
WALLS #8 do #9 SIMILAR 1 - .
. .
. . . . .
.
NOTE.. WALL 7. SHOWN .
. . . .
.. WALL < 5<,SIMILAR ,
. . _ -
C WALL #6, 8 & 9 DETAIL D SECTION AT WALL #3 E SECTION A7 WALLS #5 do #7
30 33 SCALE AS SHOWN 30 33 SCALE: 3/8"-1'-If .. .
3Q 33 scAl,E 3,��'=� -o".
. .
. . . .
. <
. _ .
2' 6"' 1'-9"'
.I STIRRUP AT 18"
9 1/2" - 9 1/2" . . .
5 AT 18" MAX. EACH WAY . .
5 AT 1 S" MAX. EACH WAY
#3 STIRRUP AT 1 Er FRONT do BACK FRONT & BACK t. ` ,
#5 AT 1 r MAX. EACH WAY POSITIONED TO NOT •
0
FRONT do BACK INTERFERE W/ OECK PLANK y N
- I - I Y COVER MIN. (TYP). W I Jr TO t REINFORCIN -
MIN. TYP °d- °° #5 AT 12" MAX. EACH WAY % co °° % a° ,
Z COVER ( ) > FRONT do BACK o o o •
0 b 3" COVER MIN. TYP co % 'b b - .
2 ;f N ♦ CV ♦ N d ` ;
N
. I. 4. .2' O . 4. a, 1 1. .
5. ANCHOR AT 12" T� 5 ANCHOR AT 12" 1� 5 ANCHOR .A7 18' 'M5 ANCHOR AT 18" 1h
I . . .
.: EACH FACE EACH FACE O.C. (MAX.) O.C. (MAX.) SCALE IN FEET
. j .
STANDARD 90' HOOK STANDARD 90' HOOK •
5TANDARO 90 HOOK CAST INTEGRAL WITH - CAST INTEGRAL WITH 3/g'=1' '
STANDARD 90 HOOK .
CAST INTEGRAL WITH CAST INTEGRAL WITH SUPPORTING SLABS. CAPS SUPPORTING SLABS, CAPS ' � • • � 2' 1 0 2' 4' a'
SUPPORTING CAP SUPPORTING CAP OR STAIRS . OR STAIR$ - .
. . . .
1 '--U" WIDE WALL fi WIDE WALL SCALE IN FEET
2 -6" WIDE WALL 1 --g" WIDE WALL .
: ..
WALL 13 WALL #5 WALL #1 WALL #2 1/2"-1'
A
WALL III7 WALL #6 WALL #4 2., V O 2. 4.
WALL #8 .
. .
WALL ill9 SCALE IN FEET
F' SUPPORT WALL DETAILS
II
III
IIIIL
1
1
1
33 33 SCALE: 1/2"=1'-0" .
o .
. . . .
. . . . . .."
L I .
. . L � .11 I . 11 I . I . , . . 1. L L. L . . I ..
L L . I . � I . I . I . . I I I . . . : . - . I � � I I
. I . I I I I I I L .
. I . . I I I L
I . � -
I m � - _ - � . I I I . 1. . . . I I I
-_ - . : I . I I 1. I I , I . I . .. I . I I L I I .
4 . .
TOWN . OF BARNSTABLE
FERRY TERMINAL RECONSTRUCTION
ay.'ro ►� nD. MR
No. � S►"�o� SHUN
Q13 t.
�t f ` MASS. FBD-005(003) 1995 34. 46
FINISHED DECK/FENDER LOCATION PLAN
EXISTING` FACE OF STEEL
SHEET PILE BULKHEAD
•
II
II
II
II _ -
: I
s •
( I PAVILION BASE PLATE CONNECTION \
I I SEE DETAIL CONSTRUCTION/CRACK \ t
CONTROL JOINT (TYP)
i SEE DETAIL \. 1 . r
34 35 rB
\
I SCORE JOINT (TYP) -- 34 34 \ t
SEE DETAIL
II rc \
�34
CENTER FENDER UNIT
ON DOLPHIN . (TYP)
\ 1 \ \ \ \
\
I
\ \ \ \ \ JOINT SEALANT 1/4 WIDE.EXPANSION JOINT FILLER
RECESSED 1/4 BELOW SURFACE
I I \ \ \ \ \ \� 28•,,d CONCRETE STAIR- OR
I I \ \ \ \ \ OVERLAYED DECK .PLANK
I I \ CONCRETE OVERLAY
PASSENGER BRIDGE
•
DECK PLANK
I \
3 �
PAVILION BASE PLATE PAD rA EXPANSION. JOINT DETAIL
SEE DETAIL � -
\ ` M 34 34 SCALE: 1
II I \ \ \
�35c,lP 2,k,00
II \
\ FILL W/ JOINT SEALANT
FINISHED CONCRETE DECK
ul
\\ HEAD DOLPHIN FENDER UNIT -
\ SEE DETAIL
EXPANSION JOINT I `\ G 1�r50
SEE DETAIL ( I I 34 36 SAP
A I I NOTE:
34 34 I I I \ I 1.) FOR FENDER FABRICATION DETAILS, SEE SHEET 36 OF 46.
I 1 FOR FENDER ASSEMBLY DETAILS, SEE SHEET 37 OF 36. -
NOTE.
UNIT OF CONCRETE i
WORK ON THIS ( I 2.) CONSTRUCTION/CRACK 'CONTROL JOINTS TO BE AT INSIDE< EDG E
OF PKE OVER ALL PRESTRESSED
CONTRACT I I J CURBS do WALLS, EDGES OF PLANKS, AND BOTTOM OF STAIRS (AS SHOWN). ENDS AND CONSTRUCTION JOINTS
CONSTRUCTION/CRACK CONTROL JOINT DETAIL
SCALE: t'=0'-t"
CENTER FENDER UNIT
\ I ON DOLPHIN (TYP) FINISHED CONCRETE DECK t
i
I
II
II I • , •
i I C SCORE JOINT DETAIL
II
( I 34 34 SCALE: 1"=0'-1"
II
� I
PLAN
SCALE: 1"=10'-=O" 1"=0'-1" t 1/2"=1'-0" .' 1"=10,
1" 0 1' r 1, 9' or 3' 0 it 1. 10' 5' 0 10, 20'
SCALE IN FEET SCALE IN FEET SCALE IN FEET
m
TOWN OF BARNSTABLE
4 '�=N FERRY TERMINAL RECONSTRUCTION
WSW �• DIV. NO. St'ATE FED. ND PROD. NO. yFI. R SHEETS
S. FBD-005(003) 1994 35 46
CONCRETE PIER DECK/CURB DETAILS
#3 STIRRUP
2'-0" 018" O.C. 2 _O'
RRUP
#3 STIRRUP _ TYP 3- 5 o18"�O.0 3" COVER # #3 O 10"O.C. CAST IN DECK 12"
018" O.C. 3 #5 1 CHAMFER ( ) LACE
3 COVER -'—`\ 3 5 5 O 7"O.C.
—� 3" COVER CONTINUOUS TYP 1" CHAMFER (TYP) CONTINUOUS CONTINUOUS MAIN TEMP. REINFORCING
1" CHAMFER TYP CONTINUOUS (lYP) #5 MAIN REINFORCING \ (TYP) \ ( � REINFORCING (lYP) (TYp)
(TYP) \
2" COVER MIN. 3" COVER (TYP)
CAST-IN-PLACE DECK #3 TEMP. REINFORCING CAST-IN-PLACE DECK CAST-IN-FPL�ICE DECK
N CAST-IN-PLACE DECK g' #5 MAIN REINFORCING g' ( {3" COVER MAX:) •
#5 MAIN REINFORCING 0 o u� o
` ')
o z
r
a
. U i
U
71
�1
q a PRESTRESS +
t 3 TEMP. REINFORCING #5 O 8" O.C. MAX. BERTHING CAP --� . . '
PRESTRESSED # CONTINUOUS DECK PLANK. (TYP)
ELECTRICAL CONDUIT
PRESTRESS PILE CAP 6" (PILE CAPS 4, 6. 8 do 10 ONLY)
DECK PLANK DECK PLANK
Tw"7
LE
• ES
le . . PRESTRESS d . PILE CAP #5 O 18" O.C. PILE CAP a AC
CESS S PLANK
a •a , . °.. PILE CAP DECK PLANK
; •'.
♦. 4 a
q SECTION B SECTION
C SECTION rD SECTION ACCESS PLANK STAIR DETAIL _
» SCALE: 3 a" 1.-0" 31 35 SCALE: 3/a"=t'—ar 3 i 35 SCALE: 31,C_l'--o" 31 35 SCALE: 3/,C=t+-Cr
31 35 SCALE: 3/4 =t o" 3�35 /
3/4"0 BOLT;
1 W/ WASHER (TYP)
4 1 . .2
.4 /2" OR AS REQUIRED
CURB FOR GROUT BED, BASE
4 1 PLATE, NUT PLUS 1/4"
it ( •
CONCRETE CURB
SEE DETAIL S COVER (am) 1 CHAMFER (TYP) ,
3' rH 12" #3 0 1 Cr O.C.
#3 STIRRUPS o 1�' O.C. � CAST IN PLACE
• , • a CONCRETE
35 35
BOXES O 5 O T O.C. #3 O 1 g' O.C. �' COVER
PULL CAP LOCATIONS # io
2" COVER MIN. 1" CHAMFER (TYP) ` (�)
. . (3"COVER MAX.) _ _ • . � •
CAST IN PLACE DECK
EL. +13.9A. � �. . . _ •
Vi
#5 MAIN REINFORCING
_ — — — —
EL. +13.0' . i - _' 16
DECK PLANK
►,�
PILE CAP
• . O 2 5 CONTINUOUS t °
tz
PRESTRESSED "# DEpc PLANK :
3" COVER DECK PLANK
STD. 90' NOOK ii
#3 O 10" O.C. l
BERTHING CAP
ELECTRICAL CONDUIT PRESTRESS AV NQM
DECK PLANK
BERTHING CAP
' � ` 1. REINFORCEMENT NOT SHOWN
---_ PILE CAP -
FOR CLARITY.
PLAN SECTION
F DECK DETAIL ® BERTHING CAP G SECTION H CURB DETAIL O BERTHING CAP
31 35 SCALE: 1/2"=1'-0" ��35 SCALE: 3/4"=1'-0" 3�35 SCALE:: t'-t'-tr
PAVILION BASE PLATE CONNECTION DETAIL
34 35 SCALE: 3/4"=1'-0"
#5 REINFORCEMENT 5 REINFORCEMENT 35
3'-0" LONG (TYP.) # #5 REINFORCEMENT 6'-0" LONG (TYP.) 3 0 LONG (TYP.) #5 REINFORCEMENT
- - - - - - - - - - - - - - - - - - - - - - - - - - - 3'-T LONG (TYP.)
- - - - - - - - - - - - - - - - - - - --
1 11 3/4'0 BOLT 2-1/2" OR AS REQUIRED
4" PER FOOT 1 4" PER FOOT - - �l1 _ _ CRACK CONTROL SEE DETAIL PLATE FOR GROUT
PLUS 11,C
SLOPE 1/ SLOPE / 60' t 1 / =�1" "' _ JOINT (TYP) _ /
iv (TYP) 60' III tAll
. • . a. - - - - - N (TYP)
_I -� L i-' #5 p g' 35 34 CHAMFER ALL EDGES 1" (TYP)
�. .� .�
. .. 6" MIN 1 � 6" MIN.
BOTH WAYS
a •... �� ----•i 6" MIN L Ir MIN
to
4 ♦ 2 a ii—L BERTHING 12"0 DOUBLE BITT BOLLARD
• .' c ♦ SINGLE BITT BOLLARD • • a
CAP PLAN CAPTHING b I
NOTE: N
CURB REINFORCING NOT PLAN NOTE: • •
WIDE CURB SECTION O 2r WIDE CURB SHOWN FOR CLARITY CURB REINFORCING NOT 3r COVER
SECTION O 12 (TYP)
4 ADDITIONAL #5 SHOWN FOR CLARITY •
4 ADDITIONAL #5 II
BARS SPACED EVENLY MAIN CURB REINFORCING BARS SPACED EVENLY MAIN CURB REINFORCING
PILE CAP
3 STIRRUPS O 9" O.C. 3" COVER (TYP) 3" COVER (TYP) DECK PLANK
# #3 STIRRUPS O 9" O.C.
- - - - -�- 3/8„=1,r�„
2"T 4' 2' 1' O 2' 4'
2'-0"
9" 9" SCALE IN FEET
CHAMFER EDGE ON FRONT
SIDE OF SCUPPER - 1" (TYP) 1/2"=1'-0"
ANCHOR BOLTS WITH 6"SQ. X PLAN SECTION y
BERTHING CAP ANCHOR BOLTS WITH 6"SO. X 2' 1' 0 2' 4'
TYPICAL ELEVATION SECTION 1/r WASHER PLATES AS BERTHING CAP SECTION 1/2" WASHER PLATES AS
SPECIFIED BY MANUFACTURER SPECIFIED BY MANUFACTURER
SCALE IN FEET
M PAVILION BASE PLATE PAD DETAIL 3/4"=t'-Cr
J SCUPPER DETAIL K DOUBLE BITT BOLLARD L SINGLE BITT BOLLARD2' 1' 0 1' 2'
» » 31J35 SCALE: 3/8'=t'—o" NOTES: 31 35 SCALE: 3/8"=1'-D" 34 35 SCALE: 3/4"=1'�pr
31 �35 SCALE: 1 =1 —o
SCALE IN FEET
1) CURB REINFORCING NOT
SHOWN FOR CLARITY.
1, Ir 0 1, 2'
2) RECESS CONCRETE CURB AS
REQUIRED BY BOLLARD MANUFACTURER.
SCALE IN FEET
3) BOLLARD TO BE SET iN 3/4"
GROUT BED. f
TOWN OF BARNSTABLE
awa FERRY TERMINAL RECONSTRUCTION
Q t�ca'��' PUB. RD. STATE FED. AID PROJ. N0. RiSCAL SHEET TOTAL
HP 12x63 tt ;, ay. No. YEAR No. sHEETS
6' FRAME 1/Y STIFFENER PL � MASS• FBD-005(003) 1995 36 46
015*O.C. BETWEEN FENDER FRAME FABRICATION DETAILS
- HP 12x63 ELEVATION +2.0' TO +17.0' (TYP)
TOP FOR BERTHING CAP
EL +21' r--t r-� f -� - Q
I I i i i i i i i i HP 12x63 1/4
TOP OF FENDER FRAME i ii TYP i TYP
FOR APPROACH AND PIER DOLPHINS
— EL +17' -4"O HOLE IN WALES
Y THICK UHMW AT ELEV. +7', +12' AND +17'
I " WEARING PAD I NO HOLE IN WALE OELEV +2'
HP 12x63 FENDER FRAME 2 THK
UHMW WEARING
PAD (TYP) 3/a�' PLATE (FRONT do BACK)
I rc
FENDER. FRAME—PLAN
— EL +12' TYP Iyp
0: 1
PACE TO BE 3636 SCALE: 1/2"=1'-0"
,• FILLED WITH CONCRETE 37
K'0c
3/8" PLATE (TYP) PLAN
3 fi IAwl FRONT do BACK
— EL +7'
1/2" (T'YP)
HP 12x63 FRAME
E I TYP
HP 12X63 HP 12X63
36 36
EL +2'
EL +2'
I 5/16 1/Z STIFFENER ,
ll
/ TYP f�tATES (TYP) I .
HP 12x63 I I I 1 f4 TYP -
BATTER PILE
i
HP 12 BATTER ,PILE'
5 -110
5 a
I I I NOTE: FENDER FRAME FOR B
12 \ 12 BERTHING CAP SAME WEARING K PAD
W
{
I AS APPROACH do PIER 3
DOLPHINS, EXCEPT TOP
OF FENDER. EL.+17.5'
FOR APPROACH AND 2" THICK UHMW
PIER DOLPHINS WEARING PAD
ELEVATION
FENDER FRAME FENDER FACING B FENDER SECTION D FENDER FRAME — PARTIAL, PLAN E FENDER FRAME—BATTER PILE . CONN.
36 36 SCALE: 1 f4'=1'-0" 36 36 CALE: 1" 1'-or 36 36 SCALE:. 1/x�l'
q FENDER — BERTHING CAP,APPROACH AND PIER DOLPHIN
p HP 12'. PILE
36 36 SCALE: 1/4"=1'-0" -
HP 12 HIP 12 PILE
1 g MAX
HP 12x63
STAGGERED
(TYP
3/4"0 'STUD
15,
GOUNTERSlNK , cp
HP 12x63 FENDER FRAME S
- + �. "
3f4 0 ROLT WHERE BACK IDE
O O OF FLAN SE IS EEXAPO AND
Z 1/T O COUNTER INK H D D
1/2" STIFFENER PLATE (TYP) .___ --- .-- EL +17' •. ::. WASHER 1" DEEP
2" THK
2 1 2" (TYP)
W i UHMW EAR NG ' •• F �'•• ''• •
D PAD (TYP) 1 i" MAX
ti
(TYP,)• .
SEE -
fi { I ( TYP`
:. CHAMFER UHMW
36 36 : :;. ::: FACING 1" ALL EDGES . 470
L +t 2' 3/ STUD WHERE „BACKSIDE
O - O
E OF'FLANGE IS NOT EXPOSED
I
COUNTERSINK NUT AND
WASHER 1 DEEP
3/8" PLATE (TYP) 18" MAX-=
3 fi
I { FRONT do BACK (TYP) .
3f4 o BOLTS : . F FACING CONNECTION ' DETAILS
I I {
•. .• COUNTERSINK
__-_ --- EL +7' 3 6 3 6 SCALE- 1" 1' 0"
TYP I 1/2" (TYP) -
36 36
.. ..•.. .. .
4"0 HOLE IN WALES
HP 1F R2AXM6E
AT ELt:V. +7', +12' AND +17'
-- -- EL +2' NO HOLE IN WALE OELEV +2'
1/2" STIFFENER PL
{ I I I { { 5/16
TYP ELEVAT ON B 0' TO +17.0' (TYP)
HP 12x63 I I I I {
BATTER PILE 1/4 , (� O O O 1" CHAMFER AT CORNER (TYP}
\ MLW EL —1.6' r(p
5 ..� ----------- --------- ----------------- ------ --------
5 _p I - 1/4
TYP
12 / I I 12 D TYP
I ( I
1/2" STIFFNER PLATE (TYP) 2" THICK UHMW WE�4RING PAD 1/4"=1'
WITH 3/8" PLATE. 4' 2' 1' 0 4' 8'
1/2" PLATE CURVED
TO FIT RADIUS (TYP) SClN.E IN FEET
FENDER FRAME FENDER FACING
1/2"=1'
�-16' RADIUS 2. 1. O 2' 4'
FERRY SUP BASELINE
STA 1+16 SCALE .IN FEET
FENDER — HEAD DOLPHINS H FENDER FRAME—PLAN
34 36 SCALE: 1/4"=1'-0"
36 36 scAL.E: �/2"=1'-0"
37 1• s' o 1' r
SCALE IN FEET
i
TOWN OF BARNSTABLE
FERRY TERMINAL RECONSTRUCTION
RK�IAFiU�.
PUB. RD FWAL SHEET TOTAL
DN. NO. STATE FED. AID PRAT. NO. YEAR N0. SHEETS
MASS. FBD-045(003) 1995 37 46
FENDER FRAME ASSEMBLY DETAILS
"
�., EL +21.0'
r - Tl
} � FENDER EXTENDS UP AT
BERTHING CAP LOCATIONS
I 11
I l
I )
SHEAR CHAIN EL +17.0' EL +17.0'
ARCHED RUBBER FENDER UNIT 2" THICK UHMW
WEARING PAD SHEAR CHAIN 2" THICK UHMW
WEARING SURFACE
ANCHOR BOLTS AS REQUIRED
ARCHED RUBBER FENDER UNIT
BY FENDER MANUFACTURER ANCHOR BOLTS AS REQUIRED
12" MIN. EMBEDMENT (TYP) BY FENDER MANUFACTURER
12" MIN. EMBEDMENT (TYP) 3/8" PLATE (FRONT do BACK 3/8" PLATE (FRONT do BACK) )
DOLPHIN
�I �) SPACE TO BE SPACE TO BE
I I I I I FILLED WITH CONCRETE DOLPHIN _ FILLED WITH CONCRETE
.
i i I I 00
I i r
0
_ EL +7.0' _ EL +7.0'
�. RUBBER � RUBBER
32 1/2" 42 1/2" \ •. �� -- �' �f IA..
87
= � r ' EL +2.0' = � j _ I i EL +2.0'
• . lilt
GALVANIZED CAST—IN—PLACE i GALVANIZED CAST—IN—PLACE
\ ANCHOR AS REQUIRED r — — 7 r " FACE OF PIER DOLPHINlilt lilt •-
ANCHOR AS REQUIRED
• FOR 3/4 0 SHACKLE HP 12x63 5/e" GALVANIZED FENDER FOR 3/4 0 SHACKLE HP 12x63
FACE OF HEAD DOLPHIN CHAIN W/35,000 lbs PROOF .
O 01 O O 3/4"� GALVINIZED BOLT TEST (TYP) 0 TYP 3/4"O GALVINIZED BOLT
O ANCHOR SHACKLE W/
ANCHOR SHACKLE W
14,000 lbs. WORKING LOAD SHEAR CHAIN CONNECTION - 14,000 lbs. WORKING LOAD
PLATE TO BE LOCATED AT
RUBBER FENDER UNIT FRAME STIFFENER PLATE
FENDER FRAME
(600mm HIGH A TYP SEE DETAIL
. SEE DETAIL
FENDER UNIT SHOWN) FENDER FRAME SHEAR CHAIN CONNECTION C' rT�
SEE DETAIL 3 7 PLATE TO BE LOCATED AT 37�37 3 ] 3�36
FRAME STIFFENER PLATE
H 5/8"0 GALVANIZED FENDER SEE DETAIL
. 37 36 CHAIN W/35,000 lbs PROOF C RUBBER FENDER UNIT.
TEST (TYP) CENTERED ON DOLPHIN NOTE:
37 37 (500mm HIGH FENDER UNIT SHOWN) ASSEMBLY W/PIER DOLPHIN SHOWN,
BERTHING CAP AND APPROACH
PLAN-HEAD DOLPHIN FENDER ASSEMBLYK"A SECTION PLAN-PIER DOLPHIN FENDER ASSEMBLY B SECTION DOLPHINS ASSEMBLY SIMILAR.
SCALE: 3/8"=1'-0" 37 37 SCALE: 3/8"=1'—O" (APPROACH DOLPHIN SIMILAR) 3�37 SCALE: 3/8"=1'--0"
SCALE: 3/8"=1'—("
NOTE:
1.) RUBBER FENDER UNITS SHOWN ARE:
HEAD DOLPHIN
2' ARCHED UNITS W/600 MM. HEIGHT
AND 1.5 METER AND
i I I I I 1
2.0 METER LENGTH.
i I I 1 I I BERTHING CAP.. PIER AND APPROACH DOLPHINS:
1 ARCHED UNIT W/500 MM HEIGHT
AND 1.5 METER LENGTH
2.) IF DIFFERENT SIZE RUBBER FENDER UNITS
ARE USED, PIER LAYOUT DIMENSION WILL
NEED TO BE ADJUSTED.
3'-6" 3'--6"
lilt
5/8"0 GALVANIZED FENDER `----- GALVANIZED CAST—IN—PLACE
CHAIN W/35,000 lbs PROOF �_' y► ANCHOR AS REQUIRED
TEST (TYP) .•,�:.•• FOR 3/4"0 SHACKLE 2 1/Z" RADIUS 1 1/2"0 HOLE
7 8• PLATE
SHEAR CHAIN CONNECTION O O TYP 3/4.0 GALVINIZED BOLT /
FACE OF BERTHING CAP PLATE TO BE LOCATED AT ANCHOR SHACKLE W/
FRAME STIFFENER PLATE -- 14.000 lbs. WORKING LOAD .�
SEE DETAIL
C FENDER FRAME
37 37 B SEE DETAILrA�
RUBBER FENDER UNIT 7 37 36 2 1/2"
S"
2' 1' 0 2' 4'
PLAN-BERTHING CAP FENDER ASSEMBLY rc SHEAR CHAIN CONNECTION PLATE SCALE IN FEET
SCALE: 3/8"=1'-0" ���37 SCALE: 3"=1'-0'
a .
TOWN OF BARN STABLE
to OF
FERRY TERMINAL RECONSTRUCTION
s
� � y PUB. RD. STATE FED. AID PROD. NO. FISCAL SHEET TOTAL
DIV. N0. YEAR N0. SHEETS
1
f���s,•E �`* MASS. FBD-005(003) 1995 38 46
fF "`` TIMBER PIER—PILE/PILE CAP PLAN
Ir--- FACE OF EXISTING STEEL SHEET PILE BULKHEAD i `
u '
n 140'
u i
u 1
n 1 2 3 4 5 6 7 8 9 10 11 12 0
Pt u
p FENDER PILE 10'±O.C. (TYP) 12"x 12" CAP (TYP)
n SEE DETAILrA
•
it
90' �38
u �- ° °
I
u 2'-0" (TYP)
11
u
u
n \
u •
u
N3.,�
2'
11
u
u 2•��
1 Z
u
CONCRETE PIER
h 2, NOTES: I
11 1.) ALL BOLTS AND DRIFT PINS SHALL HAVE
PREDRILLED HOLES WITH THE SAME DIAMETER.
NEW CONCRETE BULKHEAD CAP
2.) PILES SHALL BE SPACED EVENLY
O EACH BENT AS SHOWN MAINTAINING
A 2'--Cr DISTANCE FROM EACH END
11 OF CAP TO PILE CENTER, AND A MAXIMUM
h PILE/PILE CAP PLAN SPACING BETWEEN PILES OF 11'—tY. i
3.) ALL PILES SHALL HAVE AN
SCALE: 1"=10' APPROVED PILE POINT.
4.) CONTRACTOR TO DETERMINE PILE CAP
SPLICE LOCATIONS, SEE DETAIL
rB
�38
•
2'-O'
TRIM CORNERS OF PILE GALV. STEEL TIE DOWN STRAP (TYP) 2 1 2"
CAP FOR TIGHT FIT SEE DETAIL G'x 12"x3' LG 3/B" THICK GALVANIZED
12%12" TIMBER CAP C TIMBER SPLICE BLOCK STEEL, STRAP
�38 NOTCH SPLICE BLOCKS EACH SIDE
TO FIT TIE DOWN STRAPS
TylP 13/16r 0 HOLE CENTERED
TRIM PILE TOP TO FIT PILECAP 6" ( ) btu STRAP (TYP)
STRAPS IF REQUIRED 4 (TYP) (TYP)
1"0 x 24" LONG TIMBER PILE CAP i
I 5- 11 .
DRIFT PINTIMBER PILETIMBER PILE TYP 1"0 BOLTS 4 TYP) o M
(TYP) I I W WASHERS (TYP)
3/470W LG LAG /
BOLT (TYP) -
PREDRILL PILE W/
13/32"0 HOLE NOTE: TIMBER PILE
TYPICAL SECTION TYPICAL SECTION O END OF PILE CAP ELEVATION O END OF CAP I PILE CAP SPLICES MUST
BE CENTERED OVER A10
PILE
• 11E DOWN STRAPS TO BE PLACED WIDTH TO PIT 1/�_�•-�"
AT ENDS AND SPLICES OF PILE CAPS .
NOTE. PILE. CAPS, r � a 2 4
SCALE IN FEET
PLAN ELEVATION
31,C l'-0" .
KA PILE/PILE CAP TIE DOWN STRAP CONNECTION rB PILE CAP SPLICE DETAIL C TIE DOWN STRAP DETAILS � w 3-
TIE
8 SCALE: 1/2"=1'-0" 38 38 SCALE: 1/2"=10' 3$ 38 SCALE: 3/4"=1'--O"
SCALE IN FEET
1"=10'
10, 5' 0 10, 20'
V
SCALE IN FEET
,�► �� TOWN OF BARN STABLE
FERRY TERMINAL RECONSTRUCTION
. RD FISCAL SHEET TOTAL
a •. PUB STATE FED. AID PROD NO.
W. NO. � YEAR N0. SHEETS
MASS. FBD-005(003) 1995 39 46
.■,� '' TIMBER PIER--STRINGER PLAN
EDGE STRINGER SPLICE
111 SEE DETAIL
iN D
Ill.f FACE OF EXISTING SHEET PILE BULKHEAD 39 39
nl 140'
m
m 1 2 3 4 5 6 7 8 9 10 11 12
PL
nl
111 12"x12" EDGE STRINGER 6"X12" STRINGERS 3'-6" O.C. MAX. (TYP) FOR STRINGER CONNECTION
m
SEE DETAIL B
Itl 90' 39J39
6"X 1 r EDGE TIMBER PI R AND BETWEEN
Ill STRINGER (TYP) CONCRETE CAP 1 OX2Cr LONG DRIFT PIN
SEE NOTE #1 2 PER. NAILER REQUIRED
IN 6" FROM EACH END
NEW CONCRETE
III BULKHEAD CAP 3" TIMBER DECKING
IN
.a.
It
m I
IN
111 STRINGER SPLICE
nl SEE DETAIL 1
m (� 6"x t r TIMBER DECK NAILER.
IU I BETWEEN STRINGERS
m \� 38 39 j
EXISTING
STEEL SHEET PILE I
I� BULKHEAD
IN CONCRETE PIER i
nl
IN 6"X1 r DECK NAILER
NOTE:
IN SEE CONNECTION DETAIL 6"X 1 r STRINGER TO RUN ADJACENT E
InKOA
WITH EDGE OF CONCRETE PIER
Z Itp
w � 39 39
m ill
m TIMBER STRINGER PLAN A -6"Xl :r NAILER CONNECTION
m
3 III
NEW CONCRETE SCALE: 1"=10' ��3J9 SCALE: 1/r=1'-0"
N m SHEET PILE CAP
cg � nl
III
ni
III
m
1...00 BOLT. (TYF)
W/ WASHERS
—_ _•
" 6'x l rx3' LONG SPLICE BLOCK
6"x 12" OR 12"x 12"
1"o BOLT W/WASHER 4
STRINGER
4"
1"0 X 20" DRIFT PIN ——�
TIMBER PILE CAP DRIVEN AT 15' ANGLE PILE CAP
1"0 X20" LONG STRINGER 12"x 12" OR 6"X 12"
DRIFT PIN DRIVEN EDGE STRINGER
AT ELEVATION ANGLES TIMBER 157
TIMBER PILE CAP
1"0X20" SONG DRIFT
PIN DRIVEN AT 15' ANGLE
ELEVATION ELEVATION
1"O x20"LG
DRIFT PIN (TYP) I
EDGE STRINGER SPLICE-
TO
I OCCU OVER PILE
TIMBER PILE CAP TIMBER PILE CAP 1DGE S OR E"X12"
� EDGE STRINGER
i
TIMBER PILE CAP 6"x1 rx3' LONG SPLICE BLOCK
1"� BOLT
1"O x20"LG 1 0 x20"LG 5' MIN 8 L (TYP)
PILE CAP W/ WASHERS
DRIFT PIN (TYP)
DRIFT PIN (TYP) 6"xlr STRINGERS (TYP) '
12"x 1 r EDGE STRINGERS (TYP)
6"x 1 r STRINGERS (TYP) •
PLAN PLAN
PLAN .
1/r=1'—cr
2' 1' 0 2' 4'
B
STRINGER CONNECTION C STRINGER SPLICE DETAIL D EGDE STRINGER SPLICE DETAIL SCALE IN FEET.
��3 SCALE: 1/r=1'—o" 39 39 SCALE: 1/r=1'—o" 39 39 SCALE: 1/2"=1'-0'
1"=10'
10, 5' 0 10' 20'
SCALE IN FEET
o.
TOWN OF BARN STABLE
FERRY TERMINAL RECONSTRUCTION
PtJB. RD FISCAL SHEET TOTAL
W. NO. STATE M. AIO PROJ. N0. YEAR NO. SHEETS
lu TIMBER CURB srrolr�tt MASS. FBD-005(003) 1995 40 46
nl SEE DETAIL y�
rF� � TIMBER PIER--DECK PLAN
i� 40 40 10"X10" TIMBER CHOCK
ni � -
rn B
lu
lu
In
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FIRST TWO (2) DECK PLANKS TO
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lu
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IN
lu -i SEATING LOCATION
ill (BY OTHERS)
IF \
� TIMBER SCREEN
DRIVE SPIKES AT
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. lu A
lu -- CONCRETE PIER SEE DETAIL 2" (TYP)
40 40
� 40 40
ill
III
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lu
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la !
0o � o rt0o
CONCRETE DECK
ow STRINGER (TYP)
60d GALVANIZED SPIKE (TYP)
CONCRETE PILE CAP -� TMBER SCRE N 1T USE 2 SPIKES AT EACH BU
SEE SHEET #23 _ _ _ JOINT. 1 1/2" FROM JOINT
- - - - - - - - - - - - - - - 10"x10" CURB o � a o 0 o AND 1 SPIKE STAGGERED
- AT EACH STRINGER LOCATION
Tx10" TIMBER SPACER NEW CONCRETE
12"x1 Z" TIMBER EDGE STRINGER SHEET PILE CAP DECKING JOINTS TO
10"x10" TIMBER CURB BE STAGGERED AND ''�-- T x 1 C* TIMBER
ELEV. +5.8' 3"x10" TIMBER, DECKING EL. +5.8' 3" TIMBER DECKING OCCUR NO CLOSER DECKING (TYP)
THAN 3 PLANK WIDTHS..
TIMBER FENDER SYSTEM
SEE DETAIL TIMBER FENDER SYSTEM -- -- -- d-
o -- -
0 0 0 0
p (SEE DETAIL) — — — --
40 40 6"x 12" TIMBER NAILER E
EXISTING BETWEEN STRINGERS 12"x12" 4D 40
12"x 12" TIMBER � STEEL SHEET PILE .
TIMBER PILE CAP SUPPORT PILE BULKHEAD
TIMBER PILE BLOCKING,
12"x12" TIMBER
6"x12" TIMBER STRINGERS PILE CAP (TYP) �P)
MAX 3'-6" O.C. SPACING (TYP)
Ld NOTE: PLACE DECKING WITH
�--- 2'-0" -� �-- 2'-0"
VISIBLE HEARTWOOD DOWN.
rA
SECTION B SECTION C DECK CONNECTION DETAIL
��4JO SCALE: 1/4"=1'--Cr 4040 SCALE: 1/4"=1'-Or 40 40 SCALE: 1/2"=1'-0"
i
I .
FIBERGLASS CAP SPLICE
1"0 BOLT W/WASHERS
W/4 LAYERS OF WB4RLAYERS OF FILL WITH COUNTERSINK
NMASTIC
AND
1 i/2 OZ MAT. 1 /1/2 .OZ MAT.
6' MAX SPACING
YX10"X2' LG
CURB 6" (.�) SPACER BLOCK
CURB AT EVERY CURB SPLICE
—T �' AND. 6' MAX. SPACE
/W '-`-- — +----- 10"x 10" CURB
100 BOLT
. 1- BOLTS (TYP) COUNTERSINK HEADS
S
1.0 BOLTS W/WASHERS
COUNTERSINK HEADS
LET IN CHOCK 1" g"
INTO FENDER PILE (TYP) EDGE DECKING
10"x 1 c' CHOCK STRINGER (TYP)
1/2 THE DISTANCE 9" 1 Y x 1 Z'x5'
BETWEEN BLOCKING
FENDER PILES 1/2 THE DISTANCE
BETWEEN
FENDER PILES
10"xlT CHOCK TIMBER PILES rF CURB CONNECTION ;
12"x 12" BLOCKING 40 40 SCALE: 1/2"=1'
TIMBER FENDER PILE (TYP) TIMBER FENDER PILE (TYP)
1/4"=1'
ELEVATION SECT10N ELEVATION SECTION 4' 2' 1' ° 4• 8 r 1' ° r 4'
SCALE IN FEET SCALE IN FEET
3/8"a1• 1"=10'
TIMBER FENDER SYSTEM O EAST FACE rE TIMBER FENDER SYSTEM ® SOUTH FACE r i• o r 4• e• �o• s' o �o' 20•
40 40 SCALE: 3/13"=1' ��4 SCALE: 3/8"=1'
I SCALE IN FEET SCALE IN FEET .
i e
4-IN.
TOWN OF BARNSTABLE
Y; FERRY TERMINAL RECONSTRUCTION
F �8TA1lcUMI
`r y�NQl6167� W. NO STATE FED. ND PROD. 40. F� N TOTAL
TRIM TOP AT 45 �s $T� � `?
• a,�u tMR MASS. FBD-005(003) 1995 41 46
rX4"X12" LG. ' TIMBER PIER -- SCREEN DETAILS
SPACER BLOCK
5/8.0 XT LG.
ANCHOR BOLT
CONCRETE DECK ------
9-1
5/4"x6'x8'-0" SPACED 10-1/2. O.C. (MAX.)
STAGGERED FRONT AND BACK 2-16d COMMON NAILS AT EACH
WITH 1/4" OVERLAP AT COLUMNS HORIZONTAL SUPPORT (TYP)
4'X4" SUPPORT COLUMN , 5.
,
2"X 4" X12" SPACER BLOCK 5/8-0 X9' LG. CONCRETE PILE CAP
HORIZONTAL SUPPORT ANCHOR BOLT (TYP)
-------------- ---------- ---------------------
� M
3-3/8.0 BOLTS W/3'-0' SPACING
STARTING 18" ABOVE DECK
.: ► . ... : : • 2"X4' TIMBER
.'► Al :. ; , , . • .� HORIZONTAL SUPPORTS (TYP)
FACE OF 6' •
CONCRETE PIER '
C 5/4X 6"X 8' TIMBER
41 41 SCREENING
p 4"X4" COLUMN SUPPORTS
v - 6' O.C. MAX. 4
�41
7-1
COLUMN BOTTOM CONNECTION
(SEE DETAIL)
q PARTIAL PLAN—TIMBER SCREEN rD
�41 SCALE: 1/2"=1'-0" 41 41 EDGE STRINGER
■Rj TYPICAL SECTION
41 41 SCALE: 1/2'-V-0"
5/4'X 6' TIMBER SCREENING
W 1/4' OVERLAP AT COLUMN L 3'x Y x 1/4"x..3-1/Y LG
ANGLE BRACKET .
S PPORTS (TYP)
SEE DETAIL
rE
TIMBER COLUMN 41 41
2 - 16d NAILS 1/4"o BOLT
DRIVEN ON ANGLE 2'X4 TIMBER 2 PER BRACKET
PREDRILL HOLES HORIZONTAL SUPPORTS 5/8"4 X 6"LG. 1/4�
LAG SCREW DECKING
LET IN
1/r (�) ,
6'x 12' EDGE STRINGER '
5/1 Ir HOLE
(TYP)
11/16"O HOLE
L3X3Xt/4" ANGLE 4
\N
C SECTION D COLUMN BOTTOM DETAIL E BOTTOM BRACKET DETAIL
41 41 SCALE: 1 1/2"=1'-0" 4�41 SCALE: 3"=1 '-0" 41 41 SCALE: 6'=1';-0"
2, 11
0 Z. 4,
l SCALE IN FEET
Y
i
ELECTRIC
HOISTING WINCH CONCRETE FILLED STEEL GRATING
FOR MOUNT DETAILS
ASSEMBLY (TYP) - plpE BRACE - TOWN OF BAR N STAB LE
SLIDING HINGE
SEE HANDRAIL TYP
5'-s , r - FERRY TERMINAL RECONSTRUCTION
42[t6 W12x65 STEEL COLUMN (TYP) 2'— pug, FlSCAL SHEET TOTAL
W. N0. STATE FED. ND F'ROJ. ND. YEAR NO. SHEETS
r ____I_ MASS. FBD-005(003) 1995 42 46
rrrr f..-
�rrr rrr ~r
� W12x65 COLUMN TRANSFER BRIDGE
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GRATING (TYP)m m 11 m I
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SEE DETAIL
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1
i 1 RUBBER FENDER N 4�44
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I WT3x 12.5 (TYP)
ililt
C 10x20 (TYP)
! I j -- t W12x65 COLUMN
1INLA
J i
I
i HAND WINCH (TYP) I
I W12x65 COLUMN
STA 0+46.5' HOIST WIRE TENSION ASSEMBLY 3'-0" 8'-0" 5'-0" 3'--4"
HAND PLAN
HOISTING WINCH
PIPE BRACE ,
TRANSITION PLATE 50'-0" NOTE: A SHEAVE SUPPORT STRUCTURE AND CATWALK
OF HINGE PIN 4
�42 SCALE: 1/roul'--0"
STA ,+oo SHEAVE SUPPORT STRUCTURE AND CATWALK
STA 0+50 IN ouTSHORE NOT SHOWN FOR CLARITY, SEE DETAIL
MOST POSITION TRANSFER BRIDGE—LAYOUT PLAN q FLOODLIGHT (TYP)
SCALE: 1/4"=1'-0" 4242 , (SEE ELECTRICAL DRAWINGS)
IRV
NAVIGATION LIGHT COUNTERWEIGHT
(SEE ELECTRICAL DRAWINGS) SHEAVE (TYP)
CATWALK
t
A ... TEMPORARY SUPPORT SHACKLE
�44 FOR COUNTERWEIGHT (EACH END)
LlIff JL n
CATWALK
W
V
• W
PIPE BRACE W12x65 COLUMN w
SEE DETAIL
SEE DETAIL B D
HOIST WIRE TENSION ASSEMBLY
SEE DETAIL 42 43
C 42 43 '
TRANSFER BRIDGE
SEE DETAIL b _ COUNTERWEIGHT(TYP)
TRANSFER BRIDGE W/ BOX COVER SEE DETAIL
C SEE DETAIL E
42 45 � B 42J44
SLIDING HINGE ASSEMBLY
SEE DETAIL 42J45
_'**� �' EL +14.0' HIGH LIMIT OF BRIDGE DECK
c�
�43
_ w
UPPER LIMIT OF
— — — — — b RAMP TRAVEL
EL +14.0' i
+7.0' +7.0' •
AN
0 _ EL +6.5'
1 10 n n
i II
12" MIN. � II
J EL +2.5' LOW LIMIT OF BRIDGE DECK
J
LOWER LIMIT OF
RAMP TRAVEL EL +0.5'
EL +2.5'
MLW EL —1.4' '
MLW EL —1.4'
BRIDGE SUPPORT BEAM
SEE DETAIL
rE
�43 16"0 PIPE PILE (TYP)
TRANSFER BRIDGE—SIDE ELEVATION
TRANSFER BRIDGE—FRONT ELEVATION +' 2' 0 4p e,
SCALE: 1/4'=1'-0" SCALE IN FEET
SCALE:
•
`"m` Q' TOWN OF BARNSTABLE
x FERRY TERMINAL RECONSTRUCTION
1/2" DIA. STAINLESS STEEL 3/8" DIA. STAINLESS STEEL
BOLTS W/NUTS, LOCKNUTS BOLTS W/NUTS, LOCKNUTS ls-f Pue. RD• STATE FID. No aRa. No. n�- sHEu TOTAL
AND WASHERS AND WASHERS pis At
W. N0. 1f M NO. SHEETS
SLIDING BLOCK 3'-8" ,✓ MASS. FBD-005(003) 1995 43 46
1 1/2" 7" EXISTING CONDITIONS
'b 1 1/2" MAX. WIDTH
OF STOP FLANGE
- - - 6'-0" RADIUS 1a
1/4" WIDE X 1/2" DEEP DEBRIS
1" THICK NYLON SLIDING TRENCH CUT FULL LENGHT (3 REQ'D)
PAD SEE DETAIL HOLE FOR 1/4"0 STAINLESS STEEL —
SOLT, COUNTERSUNK 1/2" (TYP) 4• 7/11
PLAN UNDERSIDE OF NYLON SLIDING PAD DETAIL 1 4 1/2"' PLATE 1' PLATE R 2 t/4'
SLIDING BLOCK T lir
2 /g� 2 5
3 it
14
_ 4'-8" � t? X5 1 2"! PLATE
2 3/4 0 S.S. / /
CAP BOLTS EACH END 4'-4" 1 5/10
MC13X35, 6" LONG 3 '8" 4'! PIPE .
EACH END 1" 11/2" t"t�P� 4" � 4 1/� 6"
TE J
3`(TYP) 3" 4• ' 4" PIPE END DETAJL
1"PLATE 1 2" CAP BOLTS
1" STIFFENER PLATE (TYP) CAST IRON SLIDING BLOCK
4"X4"X 6" LG. (APPROX. SIZE) � 1#-2" 2" SOX 6"X 2" THICK. (APPROX. SIZE) BORE 7 1/1 C' �t
TRUCK TRAILOR RUBBER BUMPER -}-----_. __.. TRUCK DOCK RUBBER BUMPER � co
W/2-1/2" DIA. STAINLESS W/4-3/8" OIA. STAINLESS 1 2" X 9" O.D. " '
STEEL BOLTS .125 / 1 0 BOLT HOLES
STEEL BOLTS BRONZE WASHER
» �, 9r
1"PLATE 1 �, `- — 1-114`'OX 4-1 2"
'� TYP 1" THICK NYLON STOP FLANGE CO PIPE SANE '� PINlu-) SLIDING I
SEE DETAIL PAD 1" STIFFENER PLATES (TYP) l f 4-1 2''I SCHEDULE SEOIE'TAIL
/ 1/2" PLATE
FOR BASE PL DRILLING 2'-0" TRAVEL 1 1/2" (TYP) 1/f BASE PLATE
PATTERN, SEE DETAIL SECTION]
PLATE
6 SPACES AT 9" 1 1 2"
1'-Ir 4'--g" 7/�' Fes-'
• 4'-9" HINGE PIN --X_ � 1
STIFFENER PLATE
ELEVATION SECTION 4" PIPE BASE DETAIL
ELEVATION BASE PLATE DETAIL
A SLIDING HINGE ASSEMBLY rB
PIPE BRACE DETAIL
�43 SCALE: t"a1'-(�' � � ' , �24 SCALE:' 3/4"=1'-0"
1 1/4"! ANCHOR BOLTS (6 REQUIRED)
1'THICK BASE PLATE
3/4!0 DRAIN HOLES (TYP)
r
�♦ r
x` I
1 4
TYP
3/8" TOP PLATE
X
3/4" SHOULDER EYE •x`
BOLT-DOUBLE NUTTED 1/4'xt" STIFFENER
4 1/2" TAILBOARD PLATE (TYP)
SNATCH BLOCK FOR t/4 Jr (TYP) �: 1_._ 3/8"X3' HIGH
1/470 WIRE ROPE 3/4 !BOLT HOLE (TYP) STIFFENER PLATE
" to 1�-� 2;-6" -�, EDGE OF CAPS
.... . .� 1/4 0 WIRE ROPE /
• 1/4"0 WIRE ROPE 1/2" EYEBOLTIN LATE PLAN PIPE PILE 3/4" 0 BOLT
THIMBLE o 1 1/2' S/ /4P WIDE
(�F REQ'D/ STRIP)
9"
i 1/47X r WIDE N W12X65 x$"x3 -0"
» ,
4 1/2" SNATCH BLOCK STEEL SWAY STRAP TIMBER STRIP (TYP)
FOR 1/2" WIRE ROPE TOP PLATE DETAILS
W/ SWIVEL EYE b SCALE t /�•�•-d'
` 6"X 6"X 12" LONG 3/8" THICK '
CAST IRON COUNTERWEIGHT 61 N
ATTACHED TO SWAY STRAP NO TYP 1/8 2' — 7/8"0' BOLT HOLE (TYP) 3 16 GUIDE PLATE 9"
W/3-3/8"X 1-1/2"LONG BOLTS
30
4"0 PIPE o 470 PIPE 9" W1Ox45
SCHEDULE 40 3/8" STIFFENER PLAT bj 1/2" GUSSET PLATE (4 REQ'D) 3 4 =1 -O"
1 fr 0 it 3
2'x2'x 1/2" BASE PLATE 9�4SPAC BOLTS
W/ M �"'"' 1" (�')
2' 1"Xfi COUNTERWEIGHT STOP SCALE IN FEET
1/4" STIFFENER PLATES CUT TO FIT AROUND , 3 16 SECTION
2» BASE PLATE
1/4" STIFFENER PLATES o + 1"=1'
(4 REQUIRED) its -
1' 6' ` 0 1' 2'
(T4p2" TIMBER FILLER SCALE IN FEET
7/g'0 ANCHOR BOLTS (TYP) CUT FOR TIGHT FIT or �)
BASE PLATE DETAIL BETWEEN GUIDE PLATE 1
SCE 3/r-I'-T AND COLUMN FLANGE
1/2". BASE PLATE t' �' 0 t'
i O
` GUIDE PLATE TO (.�)
ASSEMBLY SUPPORT POLE ± SCALE IN FEET
SCN.E: a/s-t'-or ELEVATION � EXTEND OVER CAPS
w10 COPED TO FIT PIPE PILE
PLAN
rc HOIST WIRE TENSION ASSEMBLYSNATCH DETAILS p BASE DETAILKE BRIDGE SUPPORT BEAM DETAIL
42�43 SCALE; AS SHOWN
�43 SCALE: 3/4"=1'-Q" 25 26 SCALE: 3/4"=1'-0"
TOWN . OF BARNSTABLE
FERRY TERMINAL RECONSTRUCTION
t COLUMN , PUB. RD. FWA SHEET TOTAL
DIV. NO. STATE FED. ND PRa. No. YEAR No. SHEETS
SPHERICAL ROLLER BEARING t MASS. FBD-005(003) 1995 44 46
ILLOW BLOCK ON HOUSING, 2/REQ'D CAS
CLEAR
IRON SPLIT "
SHEAVE FOR 10 WIRE TRANSFER BRIDGE--SHEAVE SUPPORT/STEEL COUNTERWEIGHT SHEAVE
THE OTHERREE"ONE
"FBNMOUNT D — — — —' — — — — — — rr — — — —' — — — — CATWALK D ETAI LS
WITH 2 BASE BOLTS PER
ROPE, 2 3/4"f HUB WIDTH MANUFACTURER'S SPECIFICATIONS " 1/2" THICK
2"� SHAFT SIZE W/ _ 1118' MOUNTING 4"
KEYWAY, 18"0 PITCH — —� TYP
�� � � \ � C 10x20 i I PLATE BOLTS
\ \ 2"0 MONEL SHAFT W/
O 1 Q i SHEAVE KEYWAY FOR SHEAVE n n II SPECIFICATIONS
1" END PLATE l 1 — — — — - —
SEE DETAIL C }^� �� ` A C10x20 (TYP) 3/8" STIFFENER Fi
7 I I
4444 I} _ i — I i PLATE O
— ' 15 16 Cl 0x20TV , I 1
12r ,
�, 8"0 HINGED FLAG BLOCK I 1
FOR 1/2-0 WIRE ROPE 8 1/2"x 13"X 1/2" THICK
I 0 1 SEE DETAIL TYP BEARING PLATE 8"o HINGED FLAG BLOCK I 4 I 1 1/2"o HOLE
i B BOTH LEGS FOR IlrO WIRE ROPE, \� i�
" " 44 44 p PRESSURE LUBED BRONZE OR _ C1Ox20
1 Ile BOLT TYPE 1 (TYP) it ROLLER BEARING FITTING, p
CHAIN SHACKLE 12" 3/8" GUSSET PLATES 3" CLEAR 3000 Ibs. MIN. SAFE WORKING
3/8" STIFFENER (4 REQ'D PER COLUMN)
CAPACITY ALL NUTS TO BE 2 1/4 , 2" RADIUS
W12x65 COLUMN 2" 1" THICK PLATE
PLATE (EACH W12x65 COLUMN d SECURED TO PREVENT LOOSENING .
SIDE) d
NOTE: CATWALK NOT SHOWN FOR CLARITY.
SHEAVE DETAIL B HINGED FLAG BLOCK DETAIL rcs"� 1" END PLATE. DETAIL
A MAIN
�44 SCALE: 3/4"=1'-0"
�44 SCALE: 1 t/2"=t'_0" �44 SCALE: 1
2'-2 5 g'
.-� r r r r r .�r •
r r .-.•� r r r r r
L 3x3x 1/4" HANDRAIL (TYP)
o
r .•-. .- r r r .-• r Q
r r r r r r .•� ..
rrrr .- rrr
N r r r r EXPANDED METAL GRATING, FULL OF EYE BOLT
r r LENGTH BETWEEN ANGLE & T—SECTIONS
r r ATTACH BY BOLTING ACCORDING TO 1 OF COLUMN FLANGE
MANUFACTURER'S SPECIFICATIONS (WEIGHT GUIDE
SEE DETAIL
rF
44 44
OF COLUMN 1 -3"
X6"X1". THICK
. . UHMW RU8 BLOCK
l» L 3"X2"X 1/4"
1/2" N.C.T. TAP FOR 3"X5"X 1/2" THICK GUIDE ANGLE
LIFTING EYE EACH 1/4 CONNECTING -PLATE W/2
COUNTERWEIGHT SEGMENT TAPPED HOLES TO MATCH
SUPPORT ANGLE 3/8"4 BOLTS
PARTIAL ISOMETRIC _ :-
N
HANDRAIL ac GRATING NOT NOT TO SCALE PLAN I I t
SHOWN FOR CLARITY TYP 3/16
N 1/,C BOLT (TYP)
r
L 3x3x3/8"
L 3x3x1/4" HOLES FOR 3/8"0 BOLTS CHAMFER BLOCK FOR
1 1"� WIRE ROPE 1 1 i2" 2 1/4 TIGHT FIT
ROUND OFF ALL EXPOSED
WT3x 12.5 (TYP) CORNERS ON THE RUB
2"� 3/g' STIFFENER 1" POURED GROOVED 1 1le BOLT TYPE
GRIND EDGE TO ® OPEN SPELTER SOCKET BLOCK AND SUPPORT ANGLE
FIT INSIDE PLATE (TYP) CHAIN SHACKLE
CORNER (TYP) 1 l/ro SHOULDERED PLAN ELEVATION
�---- p 3/4"O BOLTS 1/8 EYEBOLT
2" I L 2"X2"X 1/4" ANGLES WEIGHT GUIDE
C10x20 (TYP) TDO NOT WELD O CHANNELS M USED ON ALL CORNERS 2'X2'-6»X3" THICK
ClOx2O (TYP) ` ' STEEL PLATE rF
WEIGHT GUIDE DETAIL
4 i '�
t° L 3x3x3/8" Y N 44 44 SCALE:
L 3x3x3/8" i 6"x6"x5/1&" 1/8" STEEL BOX OVER — g
COUNTERWEIGHT, OPEN
GUSSET PLATE ON BOTTOM. X 0-
(TYP) j
0
1/4"=t' 1/2"g1'
T X 4. 2' t. 0 4' 8' 20 t' 0 2' 4.
N � !
BOTH LEGS SCALE fN FEET SCALE IN FEET
WT 3x12.5 (TYP) - -----
2'OX3" THICK
STEEL .PLATE
PLAN " t• o �• 3' t, 0 t, 2,
SECTION 8"X6"X1/4 THICK
1 =1'—Cr ELEVATION AND 1 SOUARE 1/WASHER NUT SCALE IN FEET - SCALE IN FEET
SCALE. /2"
SCALE: 1"=1'—Ot'
CATWALK DETAILS KOOE COUNTERWEIGHT DETAILS �• � 0 �• s" � 0 s"
�44 SCALE AS SHOWN 42 44 SCALE: 3/4"-1'—C'
- SCALE IN FEET SCALE IN FEET
' 1
TOWN OF BARN STABLE
FERRY TERMINAL RECONSTRUCTION
•, FISCAL SHEET TOTAL
13 —6" ! '+ B NO STATE FED. AID PROD. NO. YEAR NO. SHEETS
t MASS. FBD-005(003) 1995 45 46
BRIDGE 1 1/2"o WELDED
PIPE HANDRAIL C•�,
TRANSFER BRIDGE , BRIDGE ASSEMBLY
LOCATION OF HINGED
DE STEEL
3 8" STIFFENER PLATE TRANSITION PLATE
/ SEE DETAIL 1'4 COUNTERSUNK PL/.A1TE, CONTINUOUS�TOP & BOTTOM
I HEAD BOLT W LOCK ALONG FENDERS
12'-0' CLEAR •
�46 WASHER do NUT AT 12" PACING
CTANGULAR
RUBBERFEN ER LOW CORE
UNITSE PREFORMED
3/8x5" STIFFENER PLATE CONCRETE FILLED STEEL GRATING 1,_T 2'—O' _ `
W/ 1'x3/16" BEARING BARS W/ TYP ( _1 ) CURB---� STEEL GRATING 3/g' STEEL PLATE TO 16'-0" iNS10E RADIUS
UTE
STEEL } _ _ __ _ _ �`"
CURB 1 3/16' SPACING, SPLICES TO I
(TYP) OCCUR OVER STRINGERS ONLY
r
i' 1/4 Np Tw ! '
1'
W36x 135 GIRDER (TYP) 1 rn r
I
o I I o WT 8x18 STRINGER TYP —WT 2x31
o l o WT 12x31 JOIST (TYP) I �'
2'-0" VARIES 5"
i t 4'r� x
PLATE SWT N WGH u
4 5 45 WT 8x18 STRINGER (TYP) 3/g' STEEL �-- EXH � B TYPICAL LONGITUDINAL SECTION
WT12x31 JOIST B
rc
FOR CONNECTION SEE DETAIL E 4 45 45 45 SCALE: 3/4"=1'--0"
D'"� cuRe 42
45 45 BOTH 1"x1' STOP BAR,
j
SIDE 1/4 FULL LENGTH
OF GRATING
q TYPICAL CROSS SECTION _.
42 45 SCALE: 3/4'=1'-0" I oo
T-10"
1v f
r HAND OPERATED
4._� DOCKING WINCH
DOCKING WINCH MOUNT
OPERATOR STATION 2'-0" 2•--0" SEE DETAIL
14" HAND WINCH MOUNT 2'_Or BRIDGE 0 rH
SEE DETAIL ��
H - HAND HOIST WINCH 45 46
45 46 1 1/2"4 HANDRAIL (TYP)
01
(� �,
0
` UPPER LIFTING SHEAVE
SEE DETAIL 3/4"x 12" PLATE
A A I •
11 I! 3/16 TYP _ TYP
II II 45 46 II ' Il
t'YE SPLICE
If I If II tl ti: 1" OBLONG LINK, .
II II 11 N SHACKLE
PLATE H i M SAFE LOAD RATING
11 11 i! 10,000 POUNDS. SLOT
11 ►I !I SEE DETAIL t .i
h 1 Cr LONG. X 2" WIDE (GALV.)
>1
1"X 12" 11
PLATEULJ q 11 45 46
FERRY DECK
3/4" STIFFENER — _ _ _ _ - - - -- _ _ - - - - - - - - - - - - - - - - - - -- - - - u —
PLATE - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - I %N
(TYP) p 11 \_ GALVINIZED STEEL THIMBLE
II If FOR 5/8"WIRE ROPE
TYP IIALA-
r
MC12 (TYP) 5 16
7" 1'-2" 9r' BRIDGE BEARING PAD
HINGE PIN ( 8" 1YP BRIDGE GUIDE (TYP) SEE DETAIL
SEE DETAIL I"--"1 3 a�' STIFFENER SEE DETAIL 3/4 X 12' PLATE _
TYP PLATES (TYP) W36 GIRDER rF� 3/a� GALV. PROOF CDiI CHAIN
K*'K� SEE FRAMING DETAIL D 1/4"STEEL DOUBLER SECURE TO BLOCK AND GIRDER 45 46
45 46 5'-0" 45 46
PLATE—POSITION EDGES WITH 3/g" GALVMNIZED SCREW PIN
OF WINCH MUONTING 4�45 LOWER LIFTING SHEAVE ALONG STIFFENER ANCHOR SHACKLES
SEE DETAIL PLATES, WELD CON11N000SLY yy UPSET BOLT ANCHOR
PLATES (BOTH SIDES) W/1/4 FILLET WELD /
rG i SHACKLE FOR 5/8"0
c ELEVATION ® GIRDER � WIRE ROPE
BRIDGE HINGE PIN 4�46 WORKING LOAD 6000 lbs.
4�45 SCALE: 3/4"=1•-Ot'
42
50'-0"
49'-7 OUTSIDE FACE
OF PL 3/4 X 13 1/4
17 SPACES ® 2'-6" = 42'-6" 3 SPACES 9 3'-4"
2'--0"= 6'-0"
1'-1" 5"
4" W36 X 135
GIRDER 1
ST4 X .2 PL3 8 L3 16 42, PADIUS 7/fr DIA. A325 BOLT
DO DO of pt 314 r0 0 3%8' STIFFENER PLATE (TYP)
DO /4 k l� 1/4 SI1 .1
DE W36X13
DO DO DO
ul � DO " Op BRIDGE _... _. 3» WTt 2
x x x DO
r 2" W�T12X31
0 N DO ~3 DO o CONNECTION PLATE
I I .- � `" o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o WP
uj a, o o a c� o 0 0 o DO o 0 0 0 0 0 0 o ca c�
i� u, 1 3/6"
U
DO DO IO
cn DO I
ca o
WT8X18 PL3 8 L3
1' �' O 1' 3'
r °
xo GIRDER 2 COPE BEAM TO FIT SCALE IN FEET wr
N
I 1/4"=1'-0"
3/8 X 5" WIDE STIFFENER PLATE (TYP) W36 X 135
` 4, 20 O 4. . 8.
3/4 X 5 1/2" WIDE STIFFENER PLATE
E JOIST CONNECTION DETAILS SCALE IN FEET
L------
D FRAMING PLAN
�45 SCALE: 1'a 1•-0"
�45 SCALE: 1/4'=1'-0"
r
r
1/8-a COTTER PIN HOLE A� TOWN O F , BARN STABLE
KEEPER PLATE .
5/g (TYP) FERRY TERMINAL RECONSTRUCTION
Y• WIRE ROPE GROOVE CIS') 1/8" CHAMFER (TYP) 1 IT CHAMFER {TYP) � � a. tm Fu. SHEET TMAL
ALLOW FOR 1/8" CLEARANCE WITH o o�tp �• STATE FED. A� PROJ. N0.
• DIV. N0. YEAR N0. SHEETS
M1,N. 1/t 6" THICK BRONZE WASHERS ON '0 GREASE FITTING t TO BE 11 JI ju MASS. FBD-005(003) 1995 46 46
EACH SIDE OF FITTINGS DTOWARD
POSITIONED BRIDGE II I TRANSFER BRIDGE- BRIDGE DETAILS
3/�' PLATE (TYP) � M.
' 4 '3 1 j2" RAD �' RAD r. (i i/2'+6 PIN ONLY) C�sy`•'�_ •`-
„ 1/2" DOUBLER PLATE 2"/x6" LONG MONEL PIN
io o ! rB
5 16 — SEE DETAIL 6~
4�46
PLAN
KEEPER PLATE (TYP) TOR TO PLAN
5/16 i� SEE DETAIL fr SUIT FITTINGS EDGE OF SHEAVE 'PLATE BEARING PAD PIN
'�--' \ (; 1-13/t f r SOLID STEEL THIMBLE
// ` b o f 1 FOR 10 WIRE ROPE 3/�
Ii 46 464 1 1 rlxg" LONG MONEL PIN 1/8"O COTTER PIN HOLE 3�`�
" SEE DETAIL 5/8~ { ) i 8" CHAMFER
3/4 • A325 BOLTS KB
/ ) 3" RAD (TYP) 2»
ml L rxVxt/2" 46 4fi
BRONZE Q II
15`1 BRONZE BUSHED SHEAVE
1 r WASHER (TYP) FOR 1/2-0 WIRE ROPE 3"
4 1/2"
3 1/2 r i GREASE LINE "
1 /4 (TYP) }+-- W 38 1 1 re PIN ONLY) 1 THICK
3 1 2" ELEVATION PLAN 4" CHECKERED PLATE
t 2" UFTING SHEAVE PIN PIPE BRACE PIN
5 fr S 8"
•= WT TO SME
11'-10"
A ' UPPER LIFTING SHEAVE DETAIL B PIN DETAILS 1 r 1/r �~ THICK WHEEL
,— (� / � ,. _ ,� \ / 1/r F'' . GUARD EACH' END
�46 SCALE: 1-1/2"=1'-0" 4� 46 3" 1 . 0" -�`---`— ROUND Off TOP EDGE
10 RAD
PIN LOCATION
a TYPICAL BOTH
a 5". LIFTING SHEAVE 5 1 fro HOLE (TYP) ~
/ 1/4 . STAINLESS
•
FOR 1/4~xt"LG STAINLESS STEEL P "
SIDES
• PIVOT
STEEL MACHINE BOLTS L LATE i >� x 3" LONG
PIN, EACH SIDE
W36 WITH LOCK WASHERS
45. 3/8".,'STIFFENER �' CLEAR •
EAR
30r TYP 1/r0 WIRE PLATES REQ'o EACH SIDE Q' KEEPER PLATE DETAIL rD HINGED TRANSITION PLATE
�,A � i I ROPE io r Pu�rEs PosrrE sloE 1/2" PLATES 4�46 sc�.E: 6` _ 1'-ar ~_ �_
3/8" STIFFENER II 25 / 4�46 SCALE: 3/4 1 0"
PLATE 1
' II CURB t 4■ e~0 BRONZE BUSHED SHEAVE
9" I I TYP FOR 1/2~4 WIRE ROPE i/2' OVERHANG
7/8~ PLATE i I CUT SLOT IN PLATE (TYP) 1/2 PLATE
3/16 i I 1-1/r0 SHEAVE PIN FOR WIRE ROPE
bci I t, `` o TYPSEE DETAIL B c -. 3/g'XV PLATE (TYP)
3/8"GUIDE 4�46 TYP "� 000
46 o i I► PLATE 3/16 '---- 3/8'X 3~ DIAGONAL
" 4"� X � STIFFENER PLATE10 HOLE IN .
FOR WIRE RO EE PASSAGE DOUBLER
1 Cr THICK
1/4"9� HOLE PLATE (TYP) L 4"X4"X3/8" (TYP)
1 � ,p
1 1 5/w d" 9-1 4" BRONZE WASHER ON EACH
SIDE OF SHEAVE.
THICKNESS TO ALLOW FOR
1/8" SHEAVE Cl.EJ1RENCE.
SECTION ELEVATION W36X315
E SECTION F BRIDGE GUIDE DETAIL rG LOWER LIFTING SHEAVE DETAIL
45 46 SCALE. 1 1/r=1'-0" ~
45 46 SCALE: t ffi 1 —0" ��4 SCALE: 1 =t,-or
r
•
SECTION ELEVATION
. GIRDER _
i r ,r
3/4 STIFFENER PLATE (TYP)
5 1 s 1" t" H HAND WINCH MOUNT DETAIL
i TYP
3/8 STIFFENER PLATE (TYP)
/8 PLATE MC 12
45 46 SCALE: 3/4'=1'—O'
.125
It TYP
TURN TO 5 8
7" DIAMETER 8X8 BILLET
SECTION 1/2" OVERHANG
3'-6" (TYP) T-0n
W36 3/4. STIFFENER PLATES
• /-- 1/2 PLATE
TYP 5 16 INSHORE OUTSHORE
TYP 3/16
5/16 NOTCH PLATE TYPTYP
W36X 135
TYP 3/8"X3" PLATE (TYP) FOR FLANGE ,
5 16 3/8 PLATE
1 " 1"X it WIDE PLATE ' LCX4"X3/8" 45 W36 GIRDER
5 1 2 1/4 CLEAR WASHER, TYP TRUNION _ — — — -- — — — — — — — -- — — — ( )
2 t 2~R (�) — F
3 8 _�
e ` r 2" PLAT 3/4"X 12~ PLATE SEE DETAIL to MONEL PIN
10
3/16 y
1 PLATE COTTER PIN, TYP ,-
TYP5 16 rB 3/
4"X 2" WIDE PLATE — — 3 8~X3" DIAGONAL
t It CHAMFER (TYP) � � 8" TYP
46 46 TOP do .BOTTOM .
MC12 1 4 . , /
t/� GAP (T ') WEB do 2 PLATES GIRDER STIFFENER PLATE
ELEVATION SECTION
Au ELEVATION
r SECTION ELEVATION �t
rJ BEARIND PAD DETAILS
fK**K HINGE PIN DET ILS L ELECTRIC HOIST WINCH M=4t DETAIL
45�46
46 SCALE: 3/ea1"-0"
�46 SCALE.
3/4!=1 or - 1 1 r�1•—tY ,, 0. 1a»
. 0 Ir 0, 1 6" 6'
f
SCALE IN FEET SCALt:.IN FEET SCALE its FEET:;. SCALE IN FEET`
�_,,,,,•-.' ;, "ter—�;,7F, .
•
r
�.deSIr
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