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12' 1
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SAW CUT LINE r SAW CUT LINE
SEE PAYMENT LIMIT NOTE
9' MAX. CIE; LIMIT OF TRENCH
1' MIN RESTORATION AT
SPECIAL PRECAUTIONS GROUND SURFACE
TO PROTECT PIPE 2' 2' SHALL BE N EATLI N E
TO THIS LEVEL. SAWCUT, TYP.
DEPTH TO PIPE CROWN
FINISHED71
VARIES, SEE PLANS GRADE
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lul "'" �-•-- 6" ASPHALT CONC. CLASS 'B'
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MIN. 6 " CRUSHED SURFACING
TOP COURSE
CPEP OR ,39 -0" PIPE BEDDING
DUCTILE IRON SEE SPECIFICATIONS
STORM PIPE SEE PAYMENT
LI M IT N OTE
TYPICAL 12" LATERAL TRENCH SECTION
NOT TO SCALE
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CONSULTING ENGINEERS
701 DEXTER AVMC MO M U E ROO
SEATTLE, VASHMTM "NO MW M -Nib
34' -0" (APPROX.
1 ' 0"
TRENCH NOTES
1. 36" DIAMETER CPEP STORM PIPE AND TRENCH
SECTION. INVERT DEPTH SHOWN AT 8'.
2. SEE "TYPICAL TRENCH SECTION, 36" STORM PIPE"
BELOW FOR FURTHER INFORMATION ON TRENCH AND
RESTORATION REQUIREMENTS AND PAYMENT LIMITS.
3. SEE "CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR
LOCATION OF FRAME ASSEMBLY.
18" — 10' MAX.
24" — 11' MAX.
36" — 13' MAX.
1 MIN 1' MIN
SEE TRENCH
NOTE
FINISHED
GRADE
NO.
REVISION
ROLL 2 0,�
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TYPICAL STREET CROSS — SECTION
FOR 36" DIAMETER STORM PIPE
SCALE: APPROX. 1"=3'
_"2" ASPHALT
CONC. CLASS 'B'
6" ASPHALT
CONC. CLASS 'B'
6" CRUSHED SURFACING
TOP COURSE
PIPE BEDDING
SEE SPECIFICATIONS
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18' MAX.
1' MIN
SEE TRENCH
NOTE
FINISHED
GRADE
1' MIN
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STORM PIPE
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VARIES, SEE PLANS
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OR DUCTILE IRON
STORM PIPE
SEE PAYMENT LIMIT NOTE
18" — 4'•-0"
24" — 5' —on
36" — 7' -0"
TYPICAL TRENCH SECTION
18 ",
24 ", & 36" STORM
PIPE
NOT TO SCALE
NO.
REVISION
ROLL 2 0,�
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TYPICAL STREET CROSS — SECTION
FOR 36" DIAMETER STORM PIPE
SCALE: APPROX. 1"=3'
_"2" ASPHALT
CONC. CLASS 'B'
6" ASPHALT
CONC. CLASS 'B'
6" CRUSHED SURFACING
TOP COURSE
PIPE BEDDING
SEE SPECIFICATIONS
�mmW-7. _7
18' MAX.
1' MIN
SEE TRENCH
NOTE
FINISHED
GRADE
1' MIN
a s a a a a a a a Goo a Q a a a a a
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•;:1,. :. V.- * $ f : *r
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Al SPECIAL PRECAUTIONS '
TO PROTECT rAp -.*,fob ?7' •
THIS LEVEL.
TO PIPE CRS
VARIES, SEE
REINFORCED
CONCRETE
STORM PIPE
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DATUM
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109 -0"
SEE PAYMENT LIMIT NOTE
TYPICAL 60" TRENCH SECTION
NOT TO SCALE
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2" ASPHALT
CONC. CLASS 'B'
6" ASPHALT
CONC. CLASS 'B'
6" CRUSHED SURFACING
TOP COURSE
PIPE BEDDING
SEE SPECIFICATIONS
AS BUILT Pe-R co NTIt-A c- 'rrn2's R c "O 4/057
RECOM ED E118 APPROVAL
BylL Date,
Dates_ Z �'
Byl______ _�._______ Datei --------
By,---------- - - - - -- Dater- - - - - --
wL
Cl TY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT P ROJECT 2/20/04
RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S.
Planning /Building /Public Works Dept. TYPICAL STREET CROSS SECTION - STATION 30+00
STORM DRAINAGE TRENCH SECTIONS . 24 27
SCA"NEO MAY 012006
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SEE PAYMENT LIMIT NOTE
TYPICAL 60" TRENCH SECTION
NOT TO SCALE
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2" ASPHALT
CONC. CLASS 'B'
6" ASPHALT
CONC. CLASS 'B'
6" CRUSHED SURFACING
TOP COURSE
PIPE BEDDING
SEE SPECIFICATIONS
AS BUILT Pe-R co NTIt-A c- 'rrn2's R c "O 4/057
RECOM ED E118 APPROVAL
BylL Date,
Dates_ Z �'
Byl______ _�._______ Datei --------
By,---------- - - - - -- Dater- - - - - --
wL
Cl TY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT P ROJECT 2/20/04
RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S.
Planning /Building /Public Works Dept. TYPICAL STREET CROSS SECTION - STATION 30+00
STORM DRAINAGE TRENCH SECTIONS . 24 27
SCA"NEO MAY 012006
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