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E)ORES: 7 -12 -2404
CONSULTING ENGINEERS
701 KXT[R AV[" MMTH MW too
WATT". VAi "Im mm (m) am -NN
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6 0.096
I
(CONC.
I
SIDEWALK
I
(TYP.)
�
I
I
�il+irl�i�it��1Tir1�i�`i��►i�
REPLACE EXIST. CONC.
CURB, AND GUTTER IN
KIND TO LIMITS
SHOWN ON PLANS
ice•)
35' -0"
28' —0" _
TRAVEL LANE
SW 7TH STREET
lot i
TRENCH
1 Ct �
y r
r �
- - w
• w
35'--0"
TRAVEL LANE
STORM PIPE
'r• 1 • 60" DIAMETER CONCRETE STORM PIPE AND TRENCH
I SECTION. INVERT DEPTH SHOWN AT 10'.
Yf- I
2. A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH
I ''+ WORK, AS DIRECTED IN THE SPECIFICATIONS, WAS USED
I
TO DETERMINE PAYMENT' LIMITS AND QUANTITIES. SEE
+� • •• I "TYPICAL 60" TRENCH SECTION" ON SHEET 24 FOR
•• • ' "�` FURTHER INFORMATION ON TRENCH AND RESTORATION
60" DIAMETER CONCRETE STORM PIPE AND I , • I REQUIREMENTS.
TRENCH SECTION. INVERT DEPTH SHOWN AT • �►° . wj'`
11'. SEE "TYPICAL 60" TRENCH SECTION" ON I • I 3. SEE "CAT "
CH BASIN OFFSET DETAIL ON SHEET 26 FOR
SHEET 24 FOR FURTHER INFORMATION ON I I I LOCATION OF FRAME ASSEMBLY.
TRENCH REQUIREMENTS.
I i
18'
SAW CUT LINE Yr SAW CUT LINE
Lei
I CONC.
I SIDEWALK
w I I (TYP.)
I
•I.
w
S 7TH STREET
30' --0"
24'--0"
TRAVEL LAN E
CONTRACTOR SHALL GRIND AND OVERLAY I
EXIST. PAVEMENT 2" MIN. WHERE NEW ,
PAVEMENT SHOWN OUTSIDE TRENCH 11
SECTION SAWCUT LINE. SEE RESTORATION TRENCH
SHEETS FOR PAVEMENT LIMITS I
60" DIAMETER CONCRETE STORM PIPE AND
TRENCH SECTION. INVERT DEPTH SHOWN AT
10% SEE "TYPICAL 60" TRENCH SECTION" ON I
SHEET 24 FOR FURTHER INFORMATION ON
TRENCH REQUIREMENTS.
I
SAW CUT LINE L_
v v a v a -o v v Q o Q" u u L. _.
ip P clk ."•
. im-r 4410
ae
�g �O
18'
DOI
REVISION
�s
�s
ROLL 20
40'' —0"
i "
34. _.._
TRAVEL LANE
T(3E CHN
I 1. 60" DIAMETER CONCRETE STORM PIPE AND TRENCH
I SECTION. INVERT DEPTH SHOWN AT 10'.
I 2, A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH
WORK, AS DIRECTED IN THE SPECIFICATIONS, WAS USED
I TO DETERMINE PAYMENT LIMITS AND QUANTITIES. SEE
"TYPICAL 60" TRENCH SECTIION" ON SHEET 24 FOR
FURTHER ER INFORMATION ON TRENCH AND RESTORATION
REQUIREMENTS.
3. SEE "CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR
LOCATION OF FRAME ASSEMBLY.
H
SAW CUT LINE
�mm
ale mm
nu fit
wF1vamI"
4bMR Ik10i0R�.1►
STATION 17 +00
TYPICAL STREET CRASS- SECTION
FOR 60" DIAMETER STORM PIPE
SCALE: APPROX. 1"=3'
1
STATION 23 +00
TYPICAL STREET CROSS - SECTION
FOR 60" DIAMETER STORM PIPE
SCALE: APPROX. l"=3*
AS 1PEa c�NrRn�o�2s 2EwRn �h
D -29�
DATUM
CITY OF
SA
RENTON
Planning/Building/Public Works Dept.
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13
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ED FOR APEROY&
By, Dater.- -
By Dated
Byl _______ Date-- ______
By'----------- - - - - -- Date, - - - -- -
S.W , 7TH STREET DRAINAGE IMPROVEMENT PROJECT 2/2 °/04
PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S.
TYPICAL STREET CROSS SECTIONS
STATIONS 17+Q0 � 23+Q0
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