HomeMy WebLinkAboutSWP2702959.14SW 7TH STREET
W,
w I
Z I 5'-o$f
J
CONC.
SIDEWALK
(TYP.)
10' -0"
LANDSCAPE
STRIP
REPLACE EXIST. CONC.
CURB, AND GUTTER IN
KIND TO LIMITS
SHOWN ON PLANS
EXIST. 36-54"
CONC. STORM PIPE
60" DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. -
INVERT DEPTH SHOWN AT 10'. SEE "TYPICAL 60" TRENCH
SECTION" ON SHEET 24 FOR FURTHER INFORMATION ON TRENCH
REQUIREMENTS.
I
I 5'-0"
z CONC.
_3 SIDEWALK
��I (TYP.)
Iy I
i
I
14
7$-o"
LANDSCAPE
STRIP
'y'a;,y�YASS"
REPLACE EXIST. CONC.
CURB, AND GUTTER IN �
KIND TO LIMITS
SHOWN ON PLANS
(TYP.)
40$-0"
24' -0"
TRAVEL LANE
5-6, TYP. I
TRENCH C�
r ♦r♦t ♦r♦t♦t ♦r ♦ f ♦t,�f ♦t♦r ♦r ♦f♦f.
• w.
•
w.
J
40'-0"
24'-0"
TRAVEL LANE
TRENCH NOTES
1. 60" DIAMETER CONCRETE STORM PIPE AND TRENCH
SECTION. INVERT DEPTH SHOWN AT 109
.
2, A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH
WORK, AS DIRECTED IN THE SPECIFICATIONS, WAS USED
TO DETERMINE PAYMENT LIMITS AND QUANTITIES. SEE
"TYPICAL 60" TRENCH SECTION" ON SHEET 24 FOR
FURTHER INFORMATION ON TRENCH AND RESTORATION
REQUIREMENTS.
3. SEE "CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR
LOCATION OF FRAMF AS(;FMRI Y_
18' I
I'
SAW CUT LINE SAW CUT LINE
40'-0"
28,-0„
CONTRACTOR SHALL GRIND AND TRAVEL LANE
OVERLAY EXIST. PAVEMENT 2"
MIN. WHERE NEW PAVEMENT
SHOWN OUTSIDE TRENCH _
SECTION SAWCUT LINE. SEE
RESTORATION SHEETS FOR
PAVEMENT LIMITS
60" DIAMETER CONCRETE STORM PIPE AND --�-'
TRENCH SECTION. INVERT DEPTH SHOWN AT
11'. SEE "TYPICAL 60" TRENCH SECTION"
FOR FURTHER INFORMATION ON TRENCH
REQUIREMENTS.
yt� y Sz Oubomn®, Imo.
CONSULTING ENGINEERS
701 DEXTER AVENUE NORTH SUITE 200
SEATTLE, WASHINGTON 98109 (206) 284-0860
i
SAW CUT LINE
t♦ t♦ t♦ r♦ r♦ r♦ r ♦
w. w.
ev
�S
SW 7TH STREET
17' TRENCH
REVISION
EXIST. 24" CONC.
STORM PIPE
SAW CUT LINE
28$-0"
TRAVEL LANE
TRENCH NOTES
1. 60" DIAMETER CONCRETE STORM PIPE AND TRENCH
SECTION. INVERT DEPTH SHOWN AT 10'.
2, A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH
WORK, AS DIRECTED IN THE SPECIFICATIONS, WAS USED
TO DETERMINE PAYMENT LIMITS AND QUANTITIES. SEE
"TYPICAL 60" TRENCH SECTION" ON SHEET 24 FOR
FURTHER INFORMATION ON TRENCH AND RESTORATION
REQUIREMENTS.
3. SEE "CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR
LOCATION OF FRAME ASSEMBLY.
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
vERTICAI_ NAw ,988
HGRIZONTAL: NAD ,ees/,ee,
DATUM
a-29593/
RCITY OF
RENTON
Planning/Building/Public Works Dept.
STATION 3+00
TYPICAL STREET CROSS-SECTION
FOR 60" DIAMETER STORM PIPE
SCALE: APPROX. 1 "=3'
STATION 10+00
TYPICAL STREET CROSS-SECTION
FOR 60" DIAMETER STORM PIPE
SCALE: APPROX. 1 "=3'
AS BVI L-T PE-R GONTRAC-TOR's Ret4 tp
RECDMMENDED R APPROVAL
Date
BY -------- Date l �r�z�� [�
BYI---------------- Datel--------
BYI---------------- Datel--------
S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 2E FlWBOOK, 4-
PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. ~NG NO-
PA`�
TYPICAL STREET CROSS SECTIONS
STATIONS 3+00 & 10+00 5i�' 22 OF: 27
SCANNED'MAAY 0 1200E