HomeMy WebLinkAboutS-070528B
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6QOUT HOLES TO 8E °' "�
DRILLED AT LO'ATrONS AS
D12ECTED SY EN6 /NEER.
SPACING 5- l0' % all
6ROU7 HOLES AT 4?UAR7E1Z
PTS, e AT /NV. SPACED
LONG/ T.
NO OVER EXCAVATION IS QEQUI,RED ITS ,ZOCK EiVCOUIVTE2ED SHALL BE OVEQ-
x02 SECTION //h( EARTH. OVER EXCAVATED 6" MIN. VOID BETWEEN PIPE
EXCAVATION SHALL f3E BACK PACKEL) - � ROCK SHALL BE BALL' PACL'ED W /SAND
W1 SAND � PEA GRAVEL e GROUTE/D � PEA GRAVEL � GRDUTED .
(TYPICAL FOR CASE 2 ' 3 AL 50) TYPICAL FOQ CASE 2 3 AL SD J
CASE , 1
SCALE:'/2 11 =1 1 -0 ,
INSTALLATION/ V JACKING W /PRE-CAST PIPES. PIKE SHALL CONFORM
TO AS TM C-76 SPECS. SEE DET. A15111 e 131 SI /l FOR PIPE JO /iV T.
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SPACES BETWEEN LINER 4-
4 PIPE TO SE BACK FILLED
W1903 e PEA GRAVEL
6ROUTE(D
1
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s.
q
LINE OF LINER PLATE Q
FLANGE
PRE -CAST M337'
RIC P /PE -SEE DW6 618
TYP. Z-4 JT-- :a
I "
'-- 30,� RAILS FOR SLID/N!/
PIPE INTO POSITION
-- I
CAS E 2
SCALE: 1/211 =11 -0
lNsrALLAT(D)V BY 7-UAWELIA14 W14INE2 PLATES AND PRE -CAST
1-31PE SECONDARY LINER- PRE -CAST PIPE SHALL CONFORM TO AST'M C-76
SPECS.
TYPICAL
%" SYT ASBESTOS MILLS040 C0VCQESIVE 1 ��8- C/RCULA2 CUTTING
CEMENTED TO PIPE WI�4 ADHESIVE B,� HEAD MIN, %eat
� 2„ a "STIFFENER --
6„ GATES `' 2 o i
RUBBER SEAL b 6
_ /c o •� o
o . - i
- 30 �/ " BOLTS PIPE
_ %" a 3/4, - - L - v . �, ;�� INSERT
o . /007, BEARING
CE�V7E/z KEY /N Jol�vr -J 6" - C'S'K MACS( BOLT
INSTALLED JOINT /01 y2dPIPE W /NIPPLE Foie
A L06R/CAT/N6 O.S. OF PIPE
DETAIL s 111 DETAIL C W /8ENTONiTE SLURRY
S I 11 5PA4/lN6 Q 18''
TYP. PIPE JOINT FOR CASE I SUGGESTED CUTTING HEAD
FOR CASE I
A58EST05 MILL SOA2D
CO2 CASE I OA/L Y
` - RUBBER 6ASL'ETI
DETAIL B
s111
TYPE R-4 JOINT
FOR CASES 18k 2
M
T' PVC WATER STOP
D
DETAIL slll
TRANSV. CONSTR. JOINT
FOR CASE 3
SECTIONS UNDERNEATH
SPACES BETWEEN LINE2 /2
� PIPE TO 8E 8AUF/LLEO
WISAND � PEA GRAVEL e 6/ZOOTED
56,4 LINER
v
G
. v a
p 6 e
.DETAIL E
Sill
LONGIT. SECTION OF CASE 2
S"GA LINER t
DETAIL e
siu
LONGIT. SECTION OF CASE 3
LONG/ T JOINT
SEE DETAIL P166
56A LINER t
01VCZETE LINING SHALL BE CASTER
W1 TNiN 4" OF aoWN VOID SNA L L SE
6ROUTED
CASE 3
SCALE: 1/2 " =11 -0
INSTALLAT /OV fay TUNNEL/N6 WI LINE2 4 AND CAST' IN PLACE L/N/N6-
RAILROAD
TRANSV, JT_
COWT V "GATES"
_ R08BER SEAL
Iva
TRIM BULB FLUSH - - 6`-
COV T, RIC COLLAR
ONE SIDE — -
_ • o ao
ESQ /8" olL /2 _ 3- #BHOOPS
DETAIL
s111
TRANSITION JOINT FROM TRENCH
SECTION TO R.R. CROSSING SECTION
N
SCALE : 11/2 =
" I' -0 EXCEPT AS NOTED
AS CONSTRUCTED
DATE DEC. 2411963
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�SSIDNAL
5 6A LIVE12 PLATE
12'- 6 0. b.
LINE OF L111VER FLAAI6E
GENERAL NOTES
1, CARR/E/Z PIPE MAy 8E CO/VSTR0C7E1) LIS /N6 ANY OR
CQM61NAT10� OF METHODS INDICATED,,
2. VOIDS OUTSIDE OP E/TNER CARRIER, OR CASIA(6 PIPE MALL
SE 6ROUTE/D, 02 SACK FILLED W1 SAND AN/:) PEA GRAVEL
AND THEN 6ROUTE/D.
3. 6ROL)T NoLES REQL)IRE/D MAY 8E DRILLED OP- CAST Ill/
PLACE.
4. AFTER COMPLETION oF' 6RoLI7IAI6 REQUIRED, NoLES
SHALL BE PL066ED W111EM8ECo MoQrA2_
S. DETA /L G/S/// SHALL 13F USED AS A TRANSITION
WHERE 5QUAQE END PIPE IS USED FOR JACK /"G
02 WHERE SQUARE EVD IS USED /N CASE 3.
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SNNAL
104501
SCHEDULE I