HomeMy WebLinkAbout83-1845 - Details 200252" 46 OASTAL
NGINEERING
PROPOSED OMP
TIMBER RETAINING WALL
TOP ELEV. = 16.5' MLW PROPOSED CONCRETE GALV." STL PLATE ASSEM. B A 16' 8' 16' �lVl C 5 INC.
SIDEWALK 6" MIN. 0 STRINGERS SECURE TO 260 Cranberry Hwy. Orleans, MA 02653
EXISTING GRADE THICKNESS REINF. CONC. PAD w/ (4) in 0 j TIMBER 508.255.6511 Fax: 508.255.6700
(VARIES) w/6x6-W2.1xW2.1 GALV. A.B. & TO STRINGERS w/ 6' TYP. 10" CONT. P.T. STRING
DECKING
EPDXY COATED WWF DETAIL 3 2" O.D. GALV. SCHED 40 PIPE HANDRAIL (TYP) GLULAM STRINGERS P.T. 6x8
(2) j" 0 S.S. BOLTS (TYP) 2" O.D. SCHED 40 GALV. RAIL POST
(SEE DETAIL 4) In (SEE DETAIL 3)
PIPE HANDRAIL (TYP)
#5 DWLS
w
0 12" O.C. - — ° --
P.T. 6x8
P.T. 2x4 RAIL POST DECK EL = 10.3t
DETAIL 4 CURB (TO MATCH PROPOSED
SIDEWALK ELE
r .r
:1' .,
1-2• .. .. r DETAIL 2 ..
1" GROUT SETTING BED GLULAM •+ I•
41BELOW PLATE ASSEM. GLULAM STRINGERS r r 1• I CURB x4
BLOCKING DETAIL 1 r ,
NEW 7'x5'x1' CONC.
P.T. (2) 5x16 1"x22" DRIFT + ��� P.T. (2) 5x16
PAD REINF. w/ #5 PROPOSED DRIVEN 12" DIA. P.T. (2) 5x16 GLULAM PILE CAP PINS (TYP)
® 12" O.C. E.W. CONCRETE CAP TIMBER PILE GLULAM PILE CAP GLULAM PILE CAP
EXIST. ROCK P.T. 6x8 X-BRC'G
#5 DWLS ® 12" O.C. REVETMENT , 2 MAX. SECURE TO PILE w/
DRILLED INTO CONCRETE
ONCNE E CAP PIT. 6x8 X-BRC`G ,� SECURE TO PILE w/ I P.T. 6x8 X-BRC'G 12r 0 S.S. BOLTS
SECURE TO PILE w/ I I I o
APPROX. GRADE" 0 S.S. BOLTS in 0 S.S. BOLTS
VARIES (. i
i
OTP
M.L.W. EL. = 0.0 P.T. (2) 6x8 BRC'G
P.T. (2) 6x8 BRC'G APPROX. GRADE U IL w
P.T. (2) 6x8 BRC'G DRIVEN 12" DIA. SECURE TO PILE w/ VARIES 12" 0 DRIVEN" 0 S.S. BOLTS
SECURE TO PILE w/ TIMBER PILE 1
t �" 0 S.S. BOLTS � TIMBER PILES
i" 0 S.S. BOLTS
17MOW
SECTION C—C FIXED PIER ELEVATION g
SCALE: 4" = v-0"
N w Z H
N
SECTION A
SCALE:" = 1'-0" F
21' 21' '
a
j
P.T. 6x8 POSTS 6'
T1 I ITI
z
0 6' O.C.
SEAL
3x8 DECKING 6'-9• CLEAR
P.T. 2x4 in CHAMFER
CURB GLULAM END CAP n ALL SIDES j DYs oyGNrrD
o OUR SKI
/PIT. 6x8 POSTS 0 0 o C N
It 11 I I I I I I i I 11 11 o 2" O.D. SCHED 40 .p .414
11 II II II 11. II II 11 1
I
It I1 II 11 II _ II 1I in S.S. BOLTS - PIPE TYP. s� GISTS
06! 0Cl 1't§ `S8lONAL ENG f
------ P.T. 5x16 --
- - -- ---- c
----- GLULAM STRINGER - - `v --- 3x8 DECKING 0 ®6' O.C.
POSTS
V-9• TO Cl
---- -
CENTER OF PIER ----_-__--_ --- ---- N
SECURE POST TO
z
__---- STRINGER w/ (3) in 0 w P.T. 2x4 CURB
------ S.S. BOLTS (TYP)
0 -- o
Ill
< (
L - 8"x8"x
-j GLULAM STRINGERS (TYP)
a" GALV. av W
X 16" w/ 6 -314"0 L4><4xx0'-6" GALV.
S.S. THRU BOLTS 1 (2) 0S.S.
SECURE POST i 1
m 1 1 I t THRU BOLTS INTO TO STRINGER w/ �J
` 1"x22" DRIFT PINS (TYP) EACH LEG (TYP) n (3) in 0 S.S. BOLTS QI
=,� 1 0 EA. 5"xt6a" PILE CAP = _ _
11 it P.T. 5"x16"
4 I 4
4 GLULAM STRINGERS
It
SECURE PILE CAPS P.T. (2) 5x16 = _ _
TO PILE w/ (4) 4" 0 GLULAM PILE CAP BLOCKING (TYP) BLOCKING (TYP)
GLULAM
GLULAM
SECTION B p �
S.S. BOLTS (TYP) SCALE: " = 1'-V H
12" 0 DRIVEN TIMBER
PILE - NOTCH TOP OF PILE DETAIL 2; PLAN VIEW
TO RECEIVE CAP BEAMS
DETAIL 1 SCALE: 1" =1'-0" r-50 N
SCALE: 1" = 1'-0" 3• 110 3• Q
1
P.T. 6x8 POST 1•
0 6' O.C.
2�' Y
2" O.D. SCHED 40 PIPE O
rz
3`ol
(GALV.) HANDRAIL TIP. w(nIII
Lj
www
"x4" GALV.
2A" 0 DRILL PIN (TYP)
HOLE FOR RAILING i" 0 DRILL HOLE
INSTALL WOOD PLUG
AFTER RAILING INSTALLATION
PLAN VIEW
E
a w
Z!�rr
U
GLULAM STRINGERS O O _
NOTE: 5� 5• 5�'
� Q
H
ALL STEEL SHALL BE WELDED AND
HOLES SHOP DRILLED PRIOR TO
HOT DIP GAVANIZING.
F
u0
0
a �
I
I
�
SCALE
DETAIL 5
i'-0• 5�" 5�_ SE•7
AS NOTED
W �
DRAWING FILE
C16969.dwg
U
GLULAM STRINGERS O O _
NOTE: 5� 5• 5�'
� Q
H
ALL STEEL SHALL BE WELDED AND
HOLES SHOP DRILLED PRIOR TO
HOT DIP GAVANIZING.
F
u0
0
a �
F
W
�
C)
SCALE
DETAIL 5
i'-0• 5�" 5�_ SE•7
AS NOTED
W �
DRAWING FILE
C16969.dwg
DATE
414
H
U
GLULAM STRINGERS O O _
NOTE: 5� 5• 5�'
�T
ALL STEEL SHALL BE WELDED AND
HOLES SHOP DRILLED PRIOR TO
HOT DIP GAVANIZING.
F
u0
0
a �
F
W
�
SCALE
DETAIL 5
i'-0• 5�" 5�_ SE•7
AS NOTED
DRAWING FILE
C16969.dwg
DATE
414
r
01-22-08
N 2" O.D. SCHED 40 PIPE DRAWNBY
0 DRILL HOLE KES
INSTALL WOOD PLUG GALV. METAL PLATE ASSEM. ®
o (GALV.) HANDRAIL TYP. AFTER RAILING INSTALLATION STRINGER LOCATIONS w/ GROUT I I CHECKED BY
SETTING BED BELOW - SECURE
m TO CONC. PAD w/ (4) GALV. 1 1 0
o ° 6. 0 A.B. & TO STRINGER 3' 1 6• I 3' I" STEEL 3• 11• 3'
.
rn w/ (2) 4" 0 S.S. BOLTS (TYP) PLATES Q
(SEE DETAIL 5) 1'-50 0
e
P.T. °S° DETAIL 4• FIXED PIER SUPPORT DETAIL
X3.1.5
e ELEVATION VIEW
EXIST. REVETMENT— PLAN VIEW
DETAIL 3: TYPICAL HANDRAIL CONNECTION SCAIF. =,._o. DETAIL 5: ® STEEL PLATE ASSEMBLY DETAIL 5 OF 5 SHEETS
q SCALE: 1" = 1'-O"PROJECT NO.
SCALE: i = 1 -0" o C] 6969.00
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