HomeMy WebLinkAboutS-072505s
r11V UEL
!D
T`YoE I
TYPE Ir
LIVER e
RE -STL.
,L, /AIER A2
RE -STL.
72"
l/ GA.
"'6 na /d"
QUOTE" 3
041F
76"
3 6A.
'16 0 /B"
VOTE 3
A10A1E
90"
764,
060 15 "
A10 TE 3
410 le
96"
O GA•
''6 ta 16"
A10 TE 3
z/OAvE
DETAIL A
VAR
LINER PLATE WITH CAST —IN PLACE LINING
TUAXE"L
ID
TYPE I
TYPE I
STL. R IBS
RE-,M
STL . R /BS
RE -STL.
7E"
4177,09-'6
16 Qa /B"
"0rE 7
A/O�(!E
78"
4I 7.7' /0 3'-6
-16 e /8"
AJOTE 7
A10AIE
90"
4 17.77�a 3_ =0
"6 (M 15"
A10 TE 7
NOC/E
96"
4I 77'I3 =0
I "6
A10 TE 7
410A1E
4
6
r
/4
4
VE ,rfz
M,IY PR
;4'L /A1E
�ETsJ /L
-r
z
TL/A1,UEL
/O
TYPE I
TYPE 2r
4 WER A?-
R_C P
L /A/1 R 0-
RCP
,2_2
GA.
CLASS n"
YOrEf
CLASS l
B"
9 GA.
j0L1455Zr
900E 3
CLASS I
901"
7 GA,
CLASS II
CL ASS E
A107F 3
CLASS I
06"
5 GA.
A/O TE J
CL ASS I.
DETAIL rc""�
VAR
LINER PLATE WITH RCP LINER s
5
4
9
it
10
`%Y/AlA./EG
/D
, TYPE I
T ✓PE II
STL. R /BS
RCP
STL R /BS
RCP ,
72"
4r 7.7'��.3 =6
CLA55i.a
AlOTE 7
A10TE 7
CLASS I
CL ASS I
76''
4I 7.7 "na 3'- 6
CL ASS II
90 "
4I 7.7V 3.0
CL ASS IJ
CLASS LT
A/OTE 7
CL ASS I
CLASS I
96"
4I77V 3.0
A10TE 7
Q
;7
8
7
to
TUA/A/EL
TYPE -T
rYPE d .
JD
ACP
STEEL RIBS
R C P
SrL. R/B.S
72''
CLASS 17
6 B 200 3'- 6
CLASS I
A/O TE 7
76"
CLASSZT
69200 3=0
'01-.455 I
A/OTE 7
90"
CLASS lI
6 B20na P =6
CLASS I
"OTE 7
96"
GL ASSZZ
(of1�25a�2 =9
CLASS I
A/OTE 7
DETAIL vAR
HORSESHOE WITH RCP LINER
.1O 0 P
12. SILL - Sill shall be provided at each rib set of a length and width as required.
13. 5PREADER - Steel spreader shall be provided as required.
14. LONGITUDINAL REINFORCING - Longitudinal reinforcing in Type f cast -in -place
�ning shall be #5
Wk/AIEG
/D
/MEXu3' /O
5
20
y
ty -` Mtnftt1M 72- ", maximum 96 -Inch. See spcclflcaf aM IM 60 t .
9 2.
CAST -IN -PLACE LINING -Concrete shall be Type C with minimum of 6 -1/2 sacks of
7
cement per cubic yard and 28 -day ultimate strength, f c - 5,000 psi.
.3.
LINER PLATES - Liner plates shall be similar to those manufactured-by. Commercial
, 2 "
Shearing stamping Co. Except for minimum thickness specified for Type 1 section,
/Z''
liner plate e thickness shall be the Contractor's option subject to the requirements
'7 /O"
contained in the specifications.
4.
GROUT OUTLETS - A set of 4 outlets shall be provided at 4' -0 o/c maximum for grouting a
/O"
voids outside o liner plate or steel lagging.
� 5.
1
GROUT HOLES - Holes for grouting voids between concrete lining or concrete fill end
A10 TE 7
the tunnel support shall be spaced
at 10' o/c maximum with at least one hole between
e
each rib set.
16.
"A" LINE - No tunnel supports will -be permitted to pmject with in the 'A" Iine.
7.
STRUCTURAL STEEL RIBS - Except for minimum size specified for Type 1 section ,
size an spacing o ri s s all be the Contractors option subject to the requirements
1 16''
contained in the specifications.
rr 8.
STEEL LAGGING OR LINER PLATE - Type shall be the Contractor's option subject to
Joints be tight
Z10A.IE
e requirements contained in a specifications. shall sufficiently
to permit grouting of voids outside tunnel supports.
9.
PRECAST RCP - Pipe shall be ASTM C76, class as specified. Re -steel shall be two
circular cages.
0- 10.
CONCRETE FALL HOLES - Fill holes shall be formed or cored in RCP for filling voids
bee Nei een outside of RCP and tunnel supports.
11.
FILL CONCRETE ; Fill concrete shall be Type D concrete with 28 -dap ultimate strengfll
o si minimum
.1O 0 P
12. SILL - Sill shall be provided at each rib set of a length and width as required.
13. 5PREADER - Steel spreader shall be provided as required.
14. LONGITUDINAL REINFORCING - Longitudinal reinforcing in Type f cast -in -place
�ning shall be #5
Wk/AIEG
/D
/MEXu3' /O
TYpE I
TYPE a
X
Y
STEEL FT /BS
RE- 5rL.
STL. RIBS
RE- 574,
, 2 "
/O''
/Z''
6820 3 =6
'7 /O"
AJOTE 7
A/OA/E
76 "
/O"
/3"
6 8P00 3'- 0
417 V // "
A10 TE 7
AIOAI E
90"
/2"
1 /51'
6 B20Ga 2- 6
07 na /Z"
AJO TE 7
A10AIE
/Z"
1 16''
7 0 12"
410 TE 7
Z10A.IE
5'
lip
J
0
-TYPE 6f,%
6" WS 7F
WNEAl RE-57L l5 REQt STOP
LONG /T 57'L e CONSTR Jr
TYP TRANSV. CONSTR . JT
J OOIVOVQN JACOBS,
CONSULTING TUNNEL ENGINEER
. B
VAF R
' w_ y`r Z ��` • CAL °2c*D E T A IL "DETAIL DETAIL AS CONSTRUCTED
G. o
DATE ��aRCH r 2 F
�
_
STEEL RIBS WITH -CAST—IN PLACE LINING STEEL RIBS WITH RCP LINER HORSESHOE WITH CAST —IN PLACE LINING T,. G �o � �o
THIS DRAWING REDUCED , e, 0/
�\� mss /LIST
l04Ca3
TO HALF SIZE
,�// /+ DRAWING NUMBER
DESIGNED f�1�7Ci W METROPOLITAN ENGINEERS M U N I C I PA L I T Y O F METROPOLITAN S E T T L E FILE R 202 RENTON ..,TYPICAL AL TUNNEL SECTIONS G 5
SHEET NUMBER
DRAWN /ACC BROWN AND CALDWELL CAREY AND KRAMER � J scnl_E NO SCALE SYSTEM �
/'/+ HILL AND INGMAN SUBMITTED —__ - RECOMMENDED w _ APPROVED APPROVED APPROVE S
CHECKED w ` R w BECK AND ASSOCIATES Design Engineer - Metropolitan Engineers Project Engineer - etropolitan En sneers Chief Enyineer Mefio Bran Engineers for Merropolron Engineers For Muncipa�ity of Metropolitan Seattle GATE DEC. 1962 " OF