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TOP SECTION VIEW `; `n,, ,
NOT TO SCALE I 18" J n /�,.r`��j✓K�,'
3/4' CORTEN CONTINUOUS -.
THREAD RODS INSTALLED
SYMMETRICALLY AROUND PIPE
TO MATCH BOLT HOLES
(SEE TABLE BELOW)
SIDE SECTION VIEW
NOT TO SCALE r3
SEE TRENCH DETAIL -T
A` MAX.. AT COLLAR
8
"" -A`
II MIN. ' MAXIMUM
DEAD END ANCHOR SCHEDULE _
III OF
LINE SIZE
"A"
"B"
C.
"D"
3/4"
RODS
6"
2' -0"
1' -0"
1' -6"
1' -0"
2
8"
2' -0"
1'-6"
V -6"
V -6"
2
10"
2' -6"
V -6"
V -6"
1' -6"
2
12"
2' -6"
2' -0"
1' -6"
V -6"
4
16"
3' -0"
2' -6"
2'
NOTES:
I, CONCRETE SHALL 3000 P,S.L
2, REINFORCED BARS SHALL BE DEFORMED BARS AND TIED TOGETHER.
3: PLACE THRUST COLLAR ON ONE FULL JOINT OF PIPE
FORMWORK AT FACE OF ANCHOR WALLS MUST BE REMOVED.
BACKFILL AT COMPACTED. TO 95% MAX DRY DENSITY BASED
ASTM 01557 PRIOR TO REINSTATING SERVICE OF THE WATER MAIN,
3' MIN. (10: & SMALLER)
4' MIN. (12` PIPE h LARGER)
14 REBAR AT 8` ON CENTER
WITH 180' STANDARD HOOKS
O BOTH ENDS
MEGALUG SERIES 1100
MECHANICAL JOINT
RESTRAINER GLAND FOR O.I.P.
/ATION VIEW
NOT TO SCALE
THRUST COLLAR & BLOCKING
DETAIL
NO SCALE C4
EXISTING OR PROPOSED
WATER MAIN
5' MIN
� •'.. - to
CONCRETE THRUST COLLAR BLOCKING
WITH WEDGE ACTION RETAINER GLAND
SEE DETAIL
2 EACH (MIN)
3/4" ALL THREAD CORTEN
SHACKLE RODS
NOTE:
1. DETAIL IS FOR INFORMATIONAL GUIDANCE
ONLY, SEE SHEET C4 FOR BEND OVER
QTHE PROPOSED STORM DRAIN PIPE. 1
i 1 :c u ► FM •C : 6 Fwj : ►
NOT TO SCALE
�
Parametrix
1231 FRYARAVENUE
fiUMNER, WASHINGTON 98390
T. 253.863.5128 F. 253.863.0948.
wwx.peremetra.wm
1
THRUST COLLAR & BLOCKING WITH MEGALUG
RETAINER
GLAND
NOT TO SCALE
R.H.
50f1E1Ev.
AS SHOWN
xox¢anw ra 19w/119m
DPTDM
R_EGCf,4ENDFD FOR APPROVAL
I ST DAIS,,
' -
_3108
BY' __________ ____ Date:_;,__:___
BY,____ ____________ Dntel__
BY'- .-_ _____ ________ Date: —„ __ —_
By:__ ___________ _ Date:........
,.. % %
K d!C^rla ..
fizT" R'Ji
0A 0, NAME: TCFS ^.
.. . eM
�...
--
THRUST COLLAR & BLOCKING
DETAIL
NO SCALE C4
EXISTING OR PROPOSED
WATER MAIN
5' MIN
� •'.. - to
CONCRETE THRUST COLLAR BLOCKING
WITH WEDGE ACTION RETAINER GLAND
SEE DETAIL
2 EACH (MIN)
3/4" ALL THREAD CORTEN
SHACKLE RODS
NOTE:
1. DETAIL IS FOR INFORMATIONAL GUIDANCE
ONLY, SEE SHEET C4 FOR BEND OVER
QTHE PROPOSED STORM DRAIN PIPE. 1
i 1 :c u ► FM •C : 6 Fwj : ►
NOT TO SCALE
�
Parametrix
1231 FRYARAVENUE
fiUMNER, WASHINGTON 98390
T. 253.863.5128 F. 253.863.0948.
wwx.peremetra.wm
1
NOTE
REVISION
R.H.
50f1E1Ev.
AS SHOWN
xox¢anw ra 19w/119m
DPTDM
R_EGCf,4ENDFD FOR APPROVAL
' -
_3108
BY' __________ ____ Date:_;,__:___
BY,____ ____________ Dntel__
BY'- .-_ _____ ________ Date: —„ __ —_
By:__ ___________ _ Date:........
���E R. HERMES
_...
�...
--
wom: J. BETZVOG
ox6 ncx
G6c8N may/ � /
NLL SGtE
scu ,wconow
N0.
_ REVISION
BY
DATE
APPR
,wpp
�
5' MIN.
D.I. WATER
EXISTING /PROPOSED FINISHED GRADE
EXISTING /PROPOSED
STORM DRAIN OR
SANITARY SEWER
D.I. PIPE SPOOL -
(LENGTH VARIES)
5' MIN
a
3' MIN. (10" PIPE & SMALLER)
4' MIN. (12" PIPE & LARGER)
5' MIN
h�
45' BENDS (MJxMJ)
WITH MEGALUG SERIES 1100
MECHANICAL JOINT
WEDGE ACTION RETAINER GLAND (TYP)
VERTICAL ADJUSTMENT FOR WATER MAINS
(EXISTING OR PROPOSED)
S ADOPTED
CITY OF RENTON
STANDARD PWNS
LST DATE:
DWG. NAME: VERT -ADJ SP PAGE: XXXXX
D- 331519
AS -SU1 L.T
w1e
CITY O E RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21 /08
m t
R
ML
E N TO N .DETAILS om
owxulc NO:
Planning /Building /Public Works Dept. DT6