HomeMy WebLinkAboutD-352915S�lt.
N
CL
I
w c
� G
z LWL
U
yJ �r�/A
W
00
OL
O
E)
t_P]
W
Q
rr
W
►i
W
W
LLI
Y
Q
J
EXIST
PAVEMENT LIMITS OF SAWCUTTING
1' MIN 3" HMA CLASS y2"
A 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 TYP
TOP SECTION VIEW
NOT TO Y r
DEAD END ANCHOR SCHEOVLE
/ OF
LINE SIZE
I "A'
1 '6'
(',
'D'
ROa.
300$
6"
2' -0'
1' -0'
t' 6'
1' -0"
2
� p
N
6"
1' -6"
i -6"
2
10'
2' -6'
¢a-
T'
5P a_
12-
16'
1' -0-
2' -6"
2' -0'
V_'.
a
NOTES,
L CONMTE SNAU .10W Ps1
2. RE1MfRQ0 BARS 9H.1. W DEFORMED OARS AND TED TOEETN(R.
1 PUCE TMIr1ST MtM ON Gf FLU JONT OF FIFE
a FDIWMKVE{ AT FAQ OF ANCHOR WALLS MUST K KE O.
WKl(FM1L AT F ACTED TO M MA% ODY O09TY BASED
AS OIM7 MOR TO RONSTATND SERMQ CF T WATER MAN.
MIN 42" DIA STEEL
11O113 SKIDS, STAIN S CASING, 5/8" WALL
ST BANDING THICKNESS MINIMUM
ANTI- AT B CKING.
CONTRAC SHALL VARY
WOOD D CKNESS 34" DIA SNAP TITE
TO ABLE CAR R PIPE PE PIPE OR EQUAL
T BE INSTALLED T
LINE AND GRADE �
SIDE SECTION VIEW
xDT ro scntE
-A5 YI,C AT Zr1'%NR -
NOTES:
1. NSTAL
Or roc
PIPE ENCASEMENT
DETAIL n
NO SCALE TYP
k WM LEFL)
& LARQN)
H REBAR AT S' ON CENTER
111TH 18G' STANDARD NOcKs
O 80TH C
MEGALUG SENES 1100
MECHANICAL J T
RESTRAMER GLMD FOR O.I.P.
ELEVATION VIEW
NOT TO s
THRUST COLLAR & BLOCKING WITH MEGALUG RETAINER GLAND
NOT TO sCALE .•..
A ,A
-- r >g��_ a,6h rrst- s•, >r >.
THRUST COLLAR & BLOCKING
DETAIL n
NO SCALE -
BLOWN SAND
IRON RAILS
Mw
uw.
uAMMDM
Mw.
m
- - - -- - - - --
MAXIMUM PAY LIMITS
PIPE OD + 6'
�
I
�
I
O
m
� p
N
:Do
x w
¢a-
5P a_
1T`
I.
NOTES:
1. NSTAL
Or roc
PIPE ENCASEMENT
DETAIL n
NO SCALE TYP
k WM LEFL)
& LARQN)
H REBAR AT S' ON CENTER
111TH 18G' STANDARD NOcKs
O 80TH C
MEGALUG SENES 1100
MECHANICAL J T
RESTRAMER GLMD FOR O.I.P.
ELEVATION VIEW
NOT TO s
THRUST COLLAR & BLOCKING WITH MEGALUG RETAINER GLAND
NOT TO sCALE .•..
A ,A
-- r >g��_ a,6h rrst- s•, >r >.
THRUST COLLAR & BLOCKING
DETAIL n
NO SCALE -
BLOWN SAND
IRON RAILS
Mw
~
J
�
LLJ
m
- - - -- - - - --
MAXIMUM PAY LIMITS
PIPE OD + 6'
�
z
w
a+
O
m
� p
N
~
J
�
J
- - - -- - - - --
MAXIMUM PAY LIMITS
PIPE OD + 6'
�
Q
U
a+
m
� p
:Do
x w
¢a-
5P a_
� I
I
AS -BUILT NOTES > I
O INSTALLED 3/4" ANGLE IRON RAILS WITH IRON
POSTS WELDED AT 6 -FT SPACING TO CASING,
FOR ENTIRE LENGTH OF EACH CASING.
O ANNULAR SPACE FILLED WITH BLOWN SAND.
CASING ENDS SEALED WITH GROUT FOR ALL
THREE CASING SEGMENTS
EXCAVATION / BAC K FI LL
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
MIN
PE OD
MIN BEDDING, WSDOT
ECT 9- 03.12(3)
OUNDATION MATERIAL
,S REQUIRED SEE
PECIFICATIONS
LTER FABRIC
(MIRAFI 60OX OR
EQUAL)
TYPICAL TRENCH
DETAIL n
NO SCALE TYP
EXIST 8" WATER MAIN AS —BUILT REVISIONS CONCRETE THRUST COLLAR
.... WEST �.
SIDE
f i F
APPX 6 -IN
.... 22Y2 . BENDS . (MJ) ....... 0
WITH MEGALUG SERIES
1100 MECHANICAL
JOINT WEDGE ACTION
RETAINER GLAND (TYP) NEW STORM LI.._
BLOCKING WITH WEDGE
ACTION RETAINER GLAND
-24`5-�37-EXIST 8' SEE. DETAIL.4,. THIS. SHEET...... .
ti 4 FT
AS -BUILT NOTES
Q VERTICAL SEPARATION REDUCED
TO FIT HORIZONTAL CONSTRAINTS.
...........
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
D- 352915
AS -BUILT
1 ADDED AS -BUILT INFO, REMOVED OLD DESIGN INFO, DWC 9 l0-12 DWC A'R^'1EDi 'T"E MTD
M,n�GL N,w 9m CITY OE LAKE AVE S / RAINIER AVE S JUNE 2011
it EN ED EDR APPROVAL ADDED CB -3.5, CLEANED UP DRAWING, REMOVED CONSTR INF NOTES �@ AS SHOWN X0PII0NT'v_ wD 191u/1°91 :p
STORM SYSTEM °�°°
440.
By1__________ _ _ _ _ __ Date1 R. MERMES _ RENTON Pi
By,--- ------ - - -- -- DDte'- -- -- - --
101939THAV%UESE.SUITE100 K. TAYLOR
PUYALLUP. WASHINCaTON 983]6 BYI_— _______ - DOte1 °NE °K" DATUM °PnwnD xD:
T 2536253604%00 0 F 25360f 6]93 WE D
A* NN' u'� Planning /Building /Public works Dept. DETAILS AND SECTIONS C253604%00 - E NOf p1E Pipl
wNN.vAam.ln:.wm By1________________ Datel________ N0. REVISION BY DATE APPR AFFRD.m: M. "�Y
10 11
D- 352010
i
I
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
MIN
PE OD
MIN BEDDING, WSDOT
ECT 9- 03.12(3)
OUNDATION MATERIAL
,S REQUIRED SEE
PECIFICATIONS
LTER FABRIC
(MIRAFI 60OX OR
EQUAL)
TYPICAL TRENCH
DETAIL n
NO SCALE TYP
EXIST 8" WATER MAIN AS —BUILT REVISIONS CONCRETE THRUST COLLAR
.... WEST �.
SIDE
f i F
APPX 6 -IN
.... 22Y2 . BENDS . (MJ) ....... 0
WITH MEGALUG SERIES
1100 MECHANICAL
JOINT WEDGE ACTION
RETAINER GLAND (TYP) NEW STORM LI.._
BLOCKING WITH WEDGE
ACTION RETAINER GLAND
-24`5-�37-EXIST 8' SEE. DETAIL.4,. THIS. SHEET...... .
ti 4 FT
AS -BUILT NOTES
Q VERTICAL SEPARATION REDUCED
TO FIT HORIZONTAL CONSTRAINTS.
...........
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
D- 352915
AS -BUILT
1 ADDED AS -BUILT INFO, REMOVED OLD DESIGN INFO, DWC 9 l0-12 DWC A'R^'1EDi 'T"E MTD
M,n�GL N,w 9m CITY OE LAKE AVE S / RAINIER AVE S JUNE 2011
it EN ED EDR APPROVAL ADDED CB -3.5, CLEANED UP DRAWING, REMOVED CONSTR INF NOTES �@ AS SHOWN X0PII0NT'v_ wD 191u/1°91 :p
STORM SYSTEM °�°°
440.
By1__________ _ _ _ _ __ Date1 R. MERMES _ RENTON Pi
By,--- ------ - - -- -- DDte'- -- -- - --
101939THAV%UESE.SUITE100 K. TAYLOR
PUYALLUP. WASHINCaTON 983]6 BYI_— _______ - DOte1 °NE °K" DATUM °PnwnD xD:
T 2536253604%00 0 F 25360f 6]93 WE D
A* NN' u'� Planning /Building /Public works Dept. DETAILS AND SECTIONS C253604%00 - E NOf p1E Pipl
wNN.vAam.ln:.wm By1________________ Datel________ N0. REVISION BY DATE APPR AFFRD.m: M. "�Y
10 11
D- 352010