HomeMy WebLinkAboutS-0712035
4
3
2
I
FOM !!• 2234 •
n c n E c
arCL. B ASPH. CONC.
PAVT OR MATCH
v EXIST. PAVT, WHICH- z
w -EVER IS GREATER. W
H 4 "ASPH. TREATED ~
Cal BASE. W
�r EXIST. CURB is
N j OR SAW CUT. �'
TACK
a COAT
• ° ° ° 1'_ 0 ° ' : •
CL C1 SUBSEQUENT CL_ 81 SUBSEQUENT B. F.
. r SIDE SLOPES '
' CONTRACTORS
• • OPTION,
• f
• • 8 MIL POLYETHYLENE--,,,,,,,
r ENCASEMENT (TYP
e -0 MIN. . BOTH SECTIONS)
VERTICAL _
TRENCH • :° • -r•
FILTER FABRIC �'• -
WHERE REQ'D. _ CL. Al BEDDING AND = -
CL. B1 INITIAL B.F. (TYP) ='
BEDDING (TYP) DDING (TYP) -� ' •
�. ,.
O.D. + 2' -0 MIN. 2eC VEREXCAVATION WHERE
1.5 x I.D. + 2' -0 MAX. REUD (SEE PROFILE)
(TYP BOTH SECTIONS)
SEMI - CONFINED VERTICAL
KVIStaa
TRENCH SECTIONS
NO SCALE
rn I DATE
S" CL. 8 ASPA. CONC.
PAVT
4' ASPH. TREATED
BASE.
. 77! - _ II THREADED EXTERNAL GROUT
60�� CASING PIPE NIPPLES P 120° ALT.,
TOP
W/ MIN. �c/�•' WALL ' 8i BOTTOM (a7 5� -0
THICKNESS. C /C.GROUT ALL VOIDS.
FILL ANNULAR
SPACE W/ GROUT . '
i
TRENCH I
SUPPORT
SYSTEM,
OS RFdn
t _ 1 PIPE LENGTH
,_ ..
600 0 CASING 42" 0 D.I.P. 60 "Q) 1- s END OF CASING
P I P E CASING
42'0 D.I.P.
:w 0 W
• .n.:• - ._ - --`1 ego -_- .:
42" D.1. P _ •
CARRIER PIPE.' a -
i m i
8 MIN. • . ° .
•
�— CREOSOTED,
GREASED TIMBER
SKIDS.
JACKED OR AUGERED CASING SECTION
77
TOE PENETRATION NO SCALE
AS REQb TO SUIT
GROUND CONDITIONS.
�rt,
•I►OM,� 1
/6�,�,
lk
STYLE 38
DRESSER
COUPLING,
OR EQUAL.
��tt S- K�fti
f2
��iP�.'•�C/S1FPE�' ��
3 -A 4 HOOPS
n , .
3-* 4 u
_ 14EV
120 E
SECTION
C A S I N TO TRENCH TRANSITION
DETAIL A
COAT W/ COAL NO SCALE
TAR EPDXY
4200
D. I. P, PE. it PE.
PIPE CLOSURE DETAIL
NO SCALE
Fn� S BUILT"
AC T Ift
0 0 .04
z 0 0
PIPE
BEDDING
NOTES
1. PROVIDE TEMPORARY PAVING PATCH AS FOLLOWS IMMEDIATELY
FOLLOWING BACKFILL COMPACTION, PLACE A 4" LIFT OF COM-
- PACTED IV, MINUS CRUSHED ROCK AND 3" OF COLD MIX ASPH-
ALTIC CONCRETE. AFTER 10 DAYS, REMOVE TEMPORARY PATCH
AND PATCH AS SHOWN ON TRENCH SECTION.
2. FOLLOWING BACKFILL OF THE STREETS TO FINAL GRADE, COMPACT
AND SHAPE STREET TO DRAIN AND PLACE A FINAL STREET SUR-
- FACING OF 4 "ATB AND 3 "OF CLASS "B" ASPHALTIC CONCRETE.
PLUG OR CAP
PROVIDE TREATED CEDAR 2'x 4
'~ MARKER, PAINTED WHITE, W/
N BLACK LETTERS "S.S." BOTH SIDES.
I
M. J. i FLG.
WELDED BOSS
42' if D.1. P
w
Z
0
s
SIDE SEWER CONNECTION
ur
DETAIL o �'
NO SCALE
NOTE: a ?
THE WELDED BOSS FOR 9" FLG. SHALL BE
SHOP WELDED BY THE PIPE MFR. (TYP 1
PLACE -SEE DWG Cl) 127304
R.W.B. i " m T R O Mm I c l paU tIj of MNtropol l tan 5'oot�t to NOV 1991
D.W.G. NOTED
I
W/ M 54 -91
CEDAR RIVER TRUNK RELOCATION ILE We
PHASE I Y 75
TRENCH AND CASING !CARRIER PIPE
G3
SECTIONS AND DETAILS OF 3 4
A .• - A c A A
A 9 V V [ r v
5
4
i
J
Lu
MOB
U
r
FOM !!• 2234 •
n c n E c
arCL. B ASPH. CONC.
PAVT OR MATCH
v EXIST. PAVT, WHICH- z
w -EVER IS GREATER. W
H 4 "ASPH. TREATED ~
Cal BASE. W
�r EXIST. CURB is
N j OR SAW CUT. �'
TACK
a COAT
• ° ° ° 1'_ 0 ° ' : •
CL C1 SUBSEQUENT CL_ 81 SUBSEQUENT B. F.
. r SIDE SLOPES '
' CONTRACTORS
• • OPTION,
• f
• • 8 MIL POLYETHYLENE--,,,,,,,
r ENCASEMENT (TYP
e -0 MIN. . BOTH SECTIONS)
VERTICAL _
TRENCH • :° • -r•
FILTER FABRIC �'• -
WHERE REQ'D. _ CL. Al BEDDING AND = -
CL. B1 INITIAL B.F. (TYP) ='
BEDDING (TYP) DDING (TYP) -� ' •
�. ,.
O.D. + 2' -0 MIN. 2eC VEREXCAVATION WHERE
1.5 x I.D. + 2' -0 MAX. REUD (SEE PROFILE)
(TYP BOTH SECTIONS)
SEMI - CONFINED VERTICAL
KVIStaa
TRENCH SECTIONS
NO SCALE
rn I DATE
S" CL. 8 ASPA. CONC.
PAVT
4' ASPH. TREATED
BASE.
. 77! - _ II THREADED EXTERNAL GROUT
60�� CASING PIPE NIPPLES P 120° ALT.,
TOP
W/ MIN. �c/�•' WALL ' 8i BOTTOM (a7 5� -0
THICKNESS. C /C.GROUT ALL VOIDS.
FILL ANNULAR
SPACE W/ GROUT . '
i
TRENCH I
SUPPORT
SYSTEM,
OS RFdn
t _ 1 PIPE LENGTH
,_ ..
600 0 CASING 42" 0 D.I.P. 60 "Q) 1- s END OF CASING
P I P E CASING
42'0 D.I.P.
:w 0 W
• .n.:• - ._ - --`1 ego -_- .:
42" D.1. P _ •
CARRIER PIPE.' a -
i m i
8 MIN. • . ° .
•
�— CREOSOTED,
GREASED TIMBER
SKIDS.
JACKED OR AUGERED CASING SECTION
77
TOE PENETRATION NO SCALE
AS REQb TO SUIT
GROUND CONDITIONS.
�rt,
•I►OM,� 1
/6�,�,
lk
STYLE 38
DRESSER
COUPLING,
OR EQUAL.
��tt S- K�fti
f2
��iP�.'•�C/S1FPE�' ��
3 -A 4 HOOPS
n , .
3-* 4 u
_ 14EV
120 E
SECTION
C A S I N TO TRENCH TRANSITION
DETAIL A
COAT W/ COAL NO SCALE
TAR EPDXY
4200
D. I. P, PE. it PE.
PIPE CLOSURE DETAIL
NO SCALE
Fn� S BUILT"
AC T Ift
0 0 .04
z 0 0
PIPE
BEDDING
NOTES
1. PROVIDE TEMPORARY PAVING PATCH AS FOLLOWS IMMEDIATELY
FOLLOWING BACKFILL COMPACTION, PLACE A 4" LIFT OF COM-
- PACTED IV, MINUS CRUSHED ROCK AND 3" OF COLD MIX ASPH-
ALTIC CONCRETE. AFTER 10 DAYS, REMOVE TEMPORARY PATCH
AND PATCH AS SHOWN ON TRENCH SECTION.
2. FOLLOWING BACKFILL OF THE STREETS TO FINAL GRADE, COMPACT
AND SHAPE STREET TO DRAIN AND PLACE A FINAL STREET SUR-
- FACING OF 4 "ATB AND 3 "OF CLASS "B" ASPHALTIC CONCRETE.
PLUG OR CAP
PROVIDE TREATED CEDAR 2'x 4
'~ MARKER, PAINTED WHITE, W/
N BLACK LETTERS "S.S." BOTH SIDES.
I
M. J. i FLG.
WELDED BOSS
42' if D.1. P
w
Z
0
s
SIDE SEWER CONNECTION
ur
DETAIL o �'
NO SCALE
NOTE: a ?
THE WELDED BOSS FOR 9" FLG. SHALL BE
SHOP WELDED BY THE PIPE MFR. (TYP 1
PLACE -SEE DWG Cl) 127304
R.W.B. i " m T R O Mm I c l paU tIj of MNtropol l tan 5'oot�t to NOV 1991
D.W.G. NOTED
I
W/ M 54 -91
CEDAR RIVER TRUNK RELOCATION ILE We
PHASE I Y 75
TRENCH AND CASING !CARRIER PIPE
G3
SECTIONS AND DETAILS OF 3 4
A .• - A c A A
A 9 V V [ r v
5
4
i