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EXIST
PAVEMENT LIMITS OF SAWCUTTING — —
1' MIN _ 3" HMA CLASS %2"
'1 PG 64 -22, WSDOT
STD SPEC 5 -04.
EDGE OF
EXCAVATION 8" BASE COURSE, WSDOT
STD SPEC 9- 03.9(3),
CSBC, COMPACTED TO 95%
MAXIMUM DRY DENSITY PER
ASTM D -1557
NOTES:
1. INSTALL ASPHALT PAVEMENT IN TWO LIFTS, 1Y2" MIN
THICKNESS EACH LIFT. APPLY TACK COAT BETWEEN LIFTS.
2. MATCH EXISTING ASPHALT THICKNESS IF GREATER THAN
MINIMUM.
PAVEMENT RESTORATION
DETAIL n
NO SCALE TYR
TOP SECTION VIEW u
DEAD END ANCHOR SCHEDULE
Y OF
LINE 512E
'A'
"D'
'C
'D'
3/4'
RODS
6'
2' -0'
Y -0'
ANTI -FLOAT BLOCKING.
'
2
6'
2'-0"
'
1-6'
i' -6'
f' 6'
2
10'
2' 6'
SNAP TITE
TO ENABLE CARRIER PIPE
12'
2' 6'
2' -0'
1' 6'
1' -6'
4
16'
3' 0"
2' 6'
2' -0'
T' -6'
4
NOTES:
I. CONCRETE SHALL 3000 P,S,I.
3. REINFORCED BARS SMALL BE DEFORMED BARS AND TIED TOMTRVL
1 RACE THRUST COLLAR OR WE ML JOINT OF PIPE
4. FCRUN AT FACE CF ANCHOR WALLS MUST BE REMOVED.
BACKFILL AT CWPACTED TO 95% MAX DRY DENSITY BASED
ASTM 01557 PRIOR TO REINSTATING SERVICE OF THE WATER MAW,
INSTALL TOP WOOD SKIDS AS REQUIRED BASED ON
CASING AND PIPE PROFILE TO PREVENT FLOTATION
NOTES:
1. CONTRACTOR SHALL INSTALL CASCADE CASING END
SEAL AT EACH END OF CASING.
PIPE ENCASEMENT
DETAIL n
NO SCALE TYR
SIDE SECTION VIEW \ >/
NOT TO SCALE
IS ------
_ 3' MIN, (10' PI k LANCER
1' NIN. (11' PIPPE )) E k LAflME
3/4' COVER CONTNUOUS
THREAD RODS INSTALLED J
TO MATCH SOL AROUND PIPE
TOE TABL BOLT HOLES O
(SEE iAeLE BELOW)
P 0
THRUST COLLAR & BLOCKING WITH MEGALUG RETAINER GLAND
NOT TO SCALE
101939TH AVENUE SE, SUITE 100
PWALLUP, WPSHINGTON 989A
7.353.801.8300 F. 359.304.8)99
Wmv.pelemehxcom
THRUST COLLAR & BLOCKING
DETAIL n
NO SCALE
RECOMMENDED FOR APPROVAL
BYI-------- -- - - - - -- Datel --------
BYI ---------------- Datel --------
BYI---------------- hatel --------
BY'---------------- Date-- - -- - --
14 REBAR AT 8' OR CENTER
MTH I80• STANDARD HDDNS
O BOTH ENDS
MEGALUG SERIES IIW
MECHANICAL JOINT
RESMAINER GLAND FOR D.I,P.
/ATION VIEW
i,'RUcP COLLAR & i3LOCRING
WITH :VitiAL!JG RENNE: C!,4N0
q1 i Sli]nVN
51AfttiAVO P!l*J5
L'. +z G- $1,AtF, TCM -1 ^PAGE: Rf!$X)i
NO.
REVISION
suR.kim:
R. HERMES
D.:
K. TAYLOR
BY I DATE I APPR I A"'RAEO:
H
Q�
m +
7)a
p
X w
Q
EXIST 8" WATER MAIN
L 5' MIN
22)//2 BENDS (MJ)
WITH MEGALUG SERIES
1100 MECHANICAL
JOINT WEDGE ACTION
RETAINER GLAND (TYP)
AS SHOWN
ONE WCX
Ai Na SCVf
IF NOT QYE WQI
EGLLE ACLORO.
vEI 1938
NOPQOMIRLAL NAD W ' B&l/1991
DATU M
w
Z
0
N
J
Li
1'
U
a
m
U)
EXCAVATION /BACKFILL
MAXIMUM PAY LIMITS
PIPE OD + 6'
I
MIN 42"
STEEL
WOOD SKIDS, STAINLESS
CASING,
58" WALL
STEEL BANDING AND
THICKNESS MINIMUM
ANTI -FLOAT BLOCKING.
CONTRACTOR SHALL VARY
WOOD SKID THICKNESS
34" DIA
SNAP TITE
TO ENABLE CARRIER PIPE
TO BE INSTALLED TO
_
PE PIPE
OR EQUAL
LINE AND GRADE �
NOTES:
1. CONTRACTOR SHALL INSTALL CASCADE CASING END
SEAL AT EACH END OF CASING.
PIPE ENCASEMENT
DETAIL n
NO SCALE TYR
SIDE SECTION VIEW \ >/
NOT TO SCALE
IS ------
_ 3' MIN, (10' PI k LANCER
1' NIN. (11' PIPPE )) E k LAflME
3/4' COVER CONTNUOUS
THREAD RODS INSTALLED J
TO MATCH SOL AROUND PIPE
TOE TABL BOLT HOLES O
(SEE iAeLE BELOW)
P 0
THRUST COLLAR & BLOCKING WITH MEGALUG RETAINER GLAND
NOT TO SCALE
101939TH AVENUE SE, SUITE 100
PWALLUP, WPSHINGTON 989A
7.353.801.8300 F. 359.304.8)99
Wmv.pelemehxcom
THRUST COLLAR & BLOCKING
DETAIL n
NO SCALE
RECOMMENDED FOR APPROVAL
BYI-------- -- - - - - -- Datel --------
BYI ---------------- Datel --------
BYI---------------- hatel --------
BY'---------------- Date-- - -- - --
14 REBAR AT 8' OR CENTER
MTH I80• STANDARD HDDNS
O BOTH ENDS
MEGALUG SERIES IIW
MECHANICAL JOINT
RESMAINER GLAND FOR D.I,P.
/ATION VIEW
i,'RUcP COLLAR & i3LOCRING
WITH :VitiAL!JG RENNE: C!,4N0
q1 i Sli]nVN
51AfttiAVO P!l*J5
L'. +z G- $1,AtF, TCM -1 ^PAGE: Rf!$X)i
NO.
REVISION
suR.kim:
R. HERMES
D.:
K. TAYLOR
BY I DATE I APPR I A"'RAEO:
H
Q�
m +
7)a
p
X w
Q
EXIST 8" WATER MAIN
L 5' MIN
22)//2 BENDS (MJ)
WITH MEGALUG SERIES
1100 MECHANICAL
JOINT WEDGE ACTION
RETAINER GLAND (TYP)
AS SHOWN
ONE WCX
Ai Na SCVf
IF NOT QYE WQI
EGLLE ACLORO.
vEI 1938
NOPQOMIRLAL NAD W ' B&l/1991
DATU M
w
Z
0
N
J
Li
1'
U
a
m
U)
EXCAVATION /BACKFILL
MAXIMUM PAY LIMITS
PIPE OD + 6'
BANK RUN GRAVEL
FOR TRENCH
BACKFILL, WSDOT
SECT 9 -03.19
TEMPORARY
SHEETED /SHORED
TRENCH
BEDDING MATERIAL
SEE SPECIFICATIONS
6" MIN
'IPE OD
6" MIN BEDDING, WSDOT
SECT 9- 03.12(3)
FOUNDATION MATERIAL
AS REQUIRED SEE
SPECIFICATIONS
FILTER FABRIC
(MIRAFI 60OX OR
EQUAL)
TYPICAL TRENCH
DETAIL n
NO SCALE TYR
-12 =T 8 "W
EN z
— :5
0
NEW STORM LINE
CONCRETE THRUST COLLAR
BLOCKING WITH WEDGE
ACTION RETAINER GLAND
SEE DETAIL 4, THIS SHEET
5' MIN
2 EACH (MIN) 3/4" ALL THREAD
CORTEN SHACKLE RODS. SEE
CITY STD PLAN 330.5
WATER MAIN
VERTICAL ADJUSTMENT
DETAIL n
NO SCALE C2
CITY OF
RENTON
Planning /Building /Public Works Dept.
D- 352910
LAKE AVE S / RAINIER AVE S
STORM SYSTEM
DETAILS AND SECTIONS
D -55
JUNE 2011
P
C6
.MT. '. 11
51C
I
MAXIMUM PAY LIMITS
PIPE OD + 6'
BANK RUN GRAVEL
FOR TRENCH
BACKFILL, WSDOT
SECT 9 -03.19
TEMPORARY
SHEETED /SHORED
TRENCH
BEDDING MATERIAL
SEE SPECIFICATIONS
6" MIN
'IPE OD
6" MIN BEDDING, WSDOT
SECT 9- 03.12(3)
FOUNDATION MATERIAL
AS REQUIRED SEE
SPECIFICATIONS
FILTER FABRIC
(MIRAFI 60OX OR
EQUAL)
TYPICAL TRENCH
DETAIL n
NO SCALE TYR
-12 =T 8 "W
EN z
— :5
0
NEW STORM LINE
CONCRETE THRUST COLLAR
BLOCKING WITH WEDGE
ACTION RETAINER GLAND
SEE DETAIL 4, THIS SHEET
5' MIN
2 EACH (MIN) 3/4" ALL THREAD
CORTEN SHACKLE RODS. SEE
CITY STD PLAN 330.5
WATER MAIN
VERTICAL ADJUSTMENT
DETAIL n
NO SCALE C2
CITY OF
RENTON
Planning /Building /Public Works Dept.
D- 352910
LAKE AVE S / RAINIER AVE S
STORM SYSTEM
DETAILS AND SECTIONS
D -55
JUNE 2011
P
C6
.MT. '. 11
51C