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SPECIAL PRECAUTIONS
TO PROTECT PIPE
R<t TO THIS LEVEL MIN.
DEPTH TO PIPE CROWN
VARIES, SEE PLANS
INVERT.
ELEV. r
REPAIR EXIST.
LANDSCAPING IN —KIND,
OR AS SHOWN ON
PLANS (TYP.)
SEE SPECIFICATIONS
' REPLACE EXIST. CONC:
CURB, AND GUTTER IN
KIND (TYP.)
EXIST. 21" CLAY_ o
STORM PIPE
1,
1' MIN
"B"
FINISHED
GRADE
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2" ASPHALT CONC. CLASS 'B'
6" ASPHALT CONC. CLASS 'B'
6" CRUSHED SURFACING
TOP COURSE
PIPE BEDDING
SEE SPECIFICATIONS
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TYPICAL 36" TRENCH SECTION
NOT TO SCALE
4.5'
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S. 7TH STREET
30' -0"
i —n"
16'
TRENCH Ct �
36" DIAMETER PIPE
12" DIAMETER PIPE
A 6' OR
LESS
B 3'— 0"
PAYMENT LIMIT SCHEDULE
NOTE: THE TRENCH SECTIONS SHOWN ON
THE PLANS ARE FOR THE PAYMENT LIMITS
FOR PIPE BEDDING AND SURFACE
RESTORATION. PAYMENT FOR ALL PIPE
BEDDING AND SURFACE RESTORATION
SHALL BE FROM THE MEASUREMENT OF
THE CONSTRUCTED TRENCH SECTION TO
THE MAXIMUM LIMITS AS INDICATED IN THE
TABLES AND SHOWN ON THE DETAIL.
TRENCH NOTES
1. PROPOSED 36" DIAMETER
6" OR
A
LESS
B
7' — on
12" DIAMETER PIPE
A 6' OR
LESS
B 3'— 0"
PAYMENT LIMIT SCHEDULE
NOTE: THE TRENCH SECTIONS SHOWN ON
THE PLANS ARE FOR THE PAYMENT LIMITS
FOR PIPE BEDDING AND SURFACE
RESTORATION. PAYMENT FOR ALL PIPE
BEDDING AND SURFACE RESTORATION
SHALL BE FROM THE MEASUREMENT OF
THE CONSTRUCTED TRENCH SECTION TO
THE MAXIMUM LIMITS AS INDICATED IN THE
TABLES AND SHOWN ON THE DETAIL.
TRENCH NOTES
1. PROPOSED 36" DIAMETER
CPEP
STORM PIPE
AND
TRENCH SECTION. INVERT
DEPTH
SHOWN AT
5'.
2. SEE "TYPICAL TRENCH SECTION — FLEXIBLE PIPE"
FOR FURTHER INFORMATION ON TRENCH AND
RESTORATION REQUIREMENTS.
3. SEE "CATCH BASIN OFFSET" DETAIL FOR LOCATION
OF FRAME ASSEMBLY.
TYPICAL STREET CROSS - SECTION
FOR 36" DIAMETER STORM PIPE
SCALE: APPROX. 1"=30'
30' —0"
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SPECIAL PRECAUTIONS —
TO PROTECT PIPE
TO THIS LEVEL
DEPTH TO PIPE CROWN
VARIES, SEE PLANS
=mot
"B"
r-l. l l f%l Or-r%
LIMIT OF TRENCH
RESTORATION AT GROUND SURFACE
SHALL BE NEATLINE SAWCUT, TYP.
��2" ASPHALT CONC. CLASS 'B'
ASPHALT CONC. CLASS 'B'
—6" CRUSHED SURFACING
ELEV. TOP COURSE
FLEXIBLE PIPE B PIPE BEDDING
CPEP OR DI SEE SPECIFICATIONS
TYPICAL 12" LATERAL TRENCH SECTION
NOT TO SCALE
D 295907
CENTER OF GRATE OR ROUND LID. STRUCTURE SET AT CURB:
VANED GRATE SHALL BE SET FLUSH WITH CURB FLOWLINE. '
I ROUND LID SHALL BE LOCATED OUTSIDE OF THE VEHICULAR
WHEEL PATH WHERE FEASIBLE t'
FACE OF CURB (F_OC): OFFSET SHOWN ON PLAN AND PROFILE SHEETS, '
MEASURED FROM STATIONING LINE TO FACE OF EXIST. CURB.
NQ IE:
WHERE TYPE 1 CATCH BASIN IS NOT LOCATED IN A CURB FLOWLINE
PERPENDICULAR TO THE STATION LINE, THE OFFSET MEASURES TO
THE CENTER OF THE STRUCTURE. CONTRACTOR SHALL FIELD LOCATE
FRAME do GRATE IN CURB FLOWLINE
CATCH BASIN OFFSET DETAIL
NOT TO SCALE
CONCRETE
CURB
AS BUILT PER coNrahctoWS RECoRp fWb3 D1_121c3l5t9 1017
s.T. CITY OF 6/18 03
MA S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT
Q' J.A • = RENTON PHASE 1 - MORRIS AVE. S. TO BURNETT AVE. S. *•
C�ISULTM E� DATUM
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K.E. 7 9
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S. 7TH ST
STATIONING LINE PROPOSED
I
36" STORM
I
I
PIPE
I
I
CATCH BASIN
110
-= ' • ' '
TYPE 1
II
,c•
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I
CATCH BASIN
1w
TYPE 2 WITH
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+I �"
I ;
FLAT TOP
I
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CENTER OF GRATE OR ROUND LID, STRUCTURE SET
I FROM CURB: ROUND LID SHALL BE LOCATED OUTSIDE OF
THE VEHICULAR WHEEL PATH WHERE FEASIBLE
CENTER OF GRATE OR ROUND LID. STRUCTURE SET AT CURB:
VANED GRATE SHALL BE SET FLUSH WITH CURB FLOWLINE. '
I ROUND LID SHALL BE LOCATED OUTSIDE OF THE VEHICULAR
WHEEL PATH WHERE FEASIBLE t'
FACE OF CURB (F_OC): OFFSET SHOWN ON PLAN AND PROFILE SHEETS, '
MEASURED FROM STATIONING LINE TO FACE OF EXIST. CURB.
NQ IE:
WHERE TYPE 1 CATCH BASIN IS NOT LOCATED IN A CURB FLOWLINE
PERPENDICULAR TO THE STATION LINE, THE OFFSET MEASURES TO
THE CENTER OF THE STRUCTURE. CONTRACTOR SHALL FIELD LOCATE
FRAME do GRATE IN CURB FLOWLINE
CATCH BASIN OFFSET DETAIL
NOT TO SCALE
CONCRETE
CURB
AS BUILT PER coNrahctoWS RECoRp fWb3 D1_121c3l5t9 1017
s.T. CITY OF 6/18 03
MA S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT
Q' J.A • = RENTON PHASE 1 - MORRIS AVE. S. TO BURNETT AVE. S. *•
C�ISULTM E� DATUM
��' Dot.
� � sta.t rMotrlw
s 'Df °�iw NO. REVISION BY DATE IIPPR �*�,■,•M. «. � "�"�'' DETAILS - STOW
K.E. 7 9
ftv /} 1,,; � .a /r Qv7 0 APR 22 adsV
in
4
FtIDLL 9
67 F I;t 248
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