HomeMy WebLinkAboutD-271106EX. 144" 0 -
CATCH BASIN
4' X 6' PRECAST r
CONC. BOX CULVERT
t.
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i
i
t
EXISTING KNOCKOUT
PROVIDED.
GROUT BOX CULVERT TO
EXISTING STRUCTURE.
4' X 6' PRECAST
CONC. BOX CULVERT
10' -0" MIN.
IF A BELL ENDS UP INSIDE
CASING THEN ONE SPACER SHALL
BE PLACED ON THE SPIGOT END
° AND BE IN CONTACT WITH THE
«° BELL OF THE JOINT.
-------------- - - - - -- -- -------------- - - - - -- - - - - --
PLACE END SPACER
MAX. OF ONE (1)
FOOT FROM END OF
CASING (TYP.)
SEAL END OF CASING WITH NEOPRENE
CASING END SEALS (CALPICO END SEALS
OR APPROVED EQUAL)
MINIMUM ENCASEMENT INSIDE DIAMETER (I.D.)
CARRIER DIA. IN.
ENCASEMENT I.D. IN.
8
18
10
21.5
12
23
18
36
ANTICORROSIVE COATING THICKNESS:
CASING - 8 MILLS DFT
MAX. DISTANCE EXISTING
BETWEEN SPACERS 12" CONC. NOTES:
SHALL BE SIX (6) SEWER PIPE
FEET O.C. 1. CASING SPACERS (CALIPCO OR EQUAL) SHALL BE
"CENTER POSITIONING" TYPE. MINIMUM RUNNER WIDTH SHALL BE 2"
2. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE:
ROMAC COUPLING A. MIN. 0.75" BETWEEN CARRIER PIPE BELL AND CASING
OR EQUAL. (TYP. PIPE WALL AT ALL TIMES
EACH END) B. MIN. 1" CLEARANCE BETWEEN RUNNERS
AND TOP OF CASING WALL TO PREVENT JAMMING
DURING INSTALLATION.
GPI
NOT TO SCALE
I.E. 20.73 \ � 1. E. 20.02
eA Qi 72" DIA. CC
— SD PIPE
4 d
I.E. 20.73
48" DIA. CC
SD PIPE
NOTE:
CONTRACTOR SHALL DRILL 1" HOLES AT 2" SPACING TO PROVIDE
KNOCKOUT SUITABLE FOR PIPE CONNECTION TO EXISTING 144" CATCH
BASIN.
CONNECTION TO EXISTING
STORM DRAINAGE 3
SCALE: 1/4"=1'-O" 5
11112w 8z 08boxm a,
W CONSULTING ENGINEERS
701 DEXTER AVENUE NORTH SUITE 200
SEATTLE, WASHINGTON 98109 (206) 284 -0860
0:
ASPHALT PAVEM
T 16" MAX.
4" MIN. 36" DIA
8 G n 4
48" DIA. MANHOLE
PER RENTON
STANDARD DETAIL 8027.
EPDXY AREA
& GROUT WITH
GUNITE MIX
d�l MIN. it
rAp ICI
a a
a.
36" FRAME AND GRATE
OR RING AND COVER
AS NOTED PER PLANS
RISER AND
ADJUSTMENT SECTION
FLAT SLAB COVER
EPDXY AREA & GROUT
WITH GUNITE MIX
4' X 6' PRECAST
CONC. BOX CULVERT
12"
TYP.
12"
NATIVE BACKFILL OR BANK RUN GRAVEL
10' -0" MIN.
CARRIER PIPE
(C900)
36" STEEL
ENCASEMENT
PIPE
--
V
4' X 6' CONC. BOX CULVERT (CAST IN PLACE SECTION)
10' -0" MIN.
° a a IF A BELL ENDS UP INSIDE
CASING THEN ONE SPACER SHALL
BE PLACED ON THE SPIGOT END
AND BE IN CONTACT WITH THE
BELL OF THE JOINT. I
a
------ - - _ -__ _� -
PLACE END SPACER
MAX. OF ONE (1)
FOOT FROM END OF
CASING (TYP.)
SEAL END OF CASING
WITH
NEOPRENE CASING END SEALS
(CALPICO END SEALS OR
APPROVED EQUAL)
-- -- - - - - -- --
MAX. DISTANCE
BETWEEN SPACERS
SHALL BE SIX (6)
FEET O.C.
UNKNOWN PIPE
DEPTH, SEE SHEET
11, DETAIL 4
NOT TO SCALE
SEE TRENCH
NOTE
FINISHED
GRADE
EXISTING 18" CONC.
SEWER PIPE
ROMAC COUPLING
OR EQUAL. (TYP.
EACH END)
_ SEE TRENCH
NOTE
FINISHED
GRADE
4' X 6' PRECAST
CONC. BOX CULVERT
NOTES. PLAN
1. CLASS 5000 CONCRETE GROUT INTERFACE AREA TO BE CLEANED AND
TREATED WITH BONDING AGENT.
2. SEE RENTON STANDARD DETAIL B019 FOR FRAME AND GRATE OR B074
FOR RING AND COVER ASSEMBLIES.
3. PREFABRICATED LADDER PER CITY STD. DETAIL. DRILL AND EPDXY ALL
STEPS AND HANDHOLDS, 12" MAX SPACING.
TYPICAL ACCESS RISER 4
SCALE: 3/8" = 1' -0" -
PAYMENT LIMIT 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 ON
THE TRENCH DETAILS OR THE EXTENT
OF PAVEMENT RESTORATION SHOWN ON
THE SHEET RESTORATION PLAN,
SHEET 8.
SURVEYED:
DESIGNED:
B.B.
DRAWN:
P.M.
CHECKED: S.C. C
BY DATE APPR APPED
B.B.
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
TRENCH NOTE:
CONTRACTOR SHALL MINIMIZE
TRENCH SLOUGHING USING
APPROVED TRENCH SHORING
EQUIPMENT. SEE
SPECIFICATIONS.
wmowm- NAD 1983/1991
DATUM
NOTE:
ACTUAL EXTENT OF LIGHTWEIGHT CDF IN POOR SOILS
TO BE DETERMINED BY A GEOTECHNICAL
ENGINEER IN THE FIELD.
TYPICAL BOX CULVERT TRENCH SECTION
SCALE: 1/4" = 1' -0"
44 CITY OF -
RENTON
Planning /Building /Public Works Dept.
D- 271106
RECOMMENDED FOR APPROVAL
BY:- � a'l _ C* 0 __ Date: -b! - l -! F
By :---------- - - - - -- Date: --------
By°---------------- Date:------- -
By :---------- - - - - -- Date :-- - - - - --
DJ-1217�1111016
DATE:
RENTON VILLAGE STORM SYSTEM PROJECT 4/6/07
FlELDBOOK:
PAGE:
C' , I
DETAILS
6 OF. 12
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24" LIGHTWEIGHT CDF
FULL LENGTH BOTH �-
-
`
SEE SHEET 8 FOR
ASPHALT PAVEMENT
SIDES
11R8
PIPE BEDDING
( 12' -0"
kc
- -�"
SEE SPECIFICATIONS
<\�
�
SEE SHEET 8 FOR
ASPHALT PAVEMENT
REPAIR`
12' -0"
,T\��
SEE PAYMENT LIMIT
NOTE
GOOD SOILS
���
fi-
REPAIR
SPECIAL PRECAUTIONS
-L
40
TO PROTECT CULVERT
%
, \y
12 "
TO THIS LEVEL. DEPTH
12
`
MIN.
TO CULVERT CROWN
VARIES, SEE PLANS
MIN.
NATIVE BACKFILL
/ �
���
4
X 6
�\
4'
X 6'
NATIVE BACKFILL
OR BANK RUN GRAVEL`
BOX
CULVERT
BOX
CULVERT
OR BANK RUN GRAVEL.
SEE SPECIFICATIONS.
4' X 6' PRECAST
CONC. BOX CULVERT
NOTES. PLAN
1. CLASS 5000 CONCRETE GROUT INTERFACE AREA TO BE CLEANED AND
TREATED WITH BONDING AGENT.
2. SEE RENTON STANDARD DETAIL B019 FOR FRAME AND GRATE OR B074
FOR RING AND COVER ASSEMBLIES.
3. PREFABRICATED LADDER PER CITY STD. DETAIL. DRILL AND EPDXY ALL
STEPS AND HANDHOLDS, 12" MAX SPACING.
TYPICAL ACCESS RISER 4
SCALE: 3/8" = 1' -0" -
PAYMENT LIMIT 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 ON
THE TRENCH DETAILS OR THE EXTENT
OF PAVEMENT RESTORATION SHOWN ON
THE SHEET RESTORATION PLAN,
SHEET 8.
SURVEYED:
DESIGNED:
B.B.
DRAWN:
P.M.
CHECKED: S.C. C
BY DATE APPR APPED
B.B.
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
TRENCH NOTE:
CONTRACTOR SHALL MINIMIZE
TRENCH SLOUGHING USING
APPROVED TRENCH SHORING
EQUIPMENT. SEE
SPECIFICATIONS.
wmowm- NAD 1983/1991
DATUM
NOTE:
ACTUAL EXTENT OF LIGHTWEIGHT CDF IN POOR SOILS
TO BE DETERMINED BY A GEOTECHNICAL
ENGINEER IN THE FIELD.
TYPICAL BOX CULVERT TRENCH SECTION
SCALE: 1/4" = 1' -0"
44 CITY OF -
RENTON
Planning /Building /Public Works Dept.
D- 271106
RECOMMENDED FOR APPROVAL
BY:- � a'l _ C* 0 __ Date: -b! - l -! F
By :---------- - - - - -- Date: --------
By°---------------- Date:------- -
By :---------- - - - - -- Date :-- - - - - --
DJ-1217�1111016
DATE:
RENTON VILLAGE STORM SYSTEM PROJECT 4/6/07
FlELDBOOK:
PAGE:
C' , I
DETAILS
6 OF. 12
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3 - #6 0 SPRINGLINE 12 "�
24" LIGHTWEIGHT CDF
FULL LENGTH BOTH �-
-
`
_
SIDES
(SEE SPEC.)
PIPE BEDDING
( 12' -0"
- -�"
SEE SPECIFICATIONS
SEE PAYMENT LIMIT NOTE
12' -0"
SEE PAYMENT LIMIT
NOTE
GOOD SOILS
POOR SOILS
4' X 6' PRECAST
CONC. BOX CULVERT
NOTES. PLAN
1. CLASS 5000 CONCRETE GROUT INTERFACE AREA TO BE CLEANED AND
TREATED WITH BONDING AGENT.
2. SEE RENTON STANDARD DETAIL B019 FOR FRAME AND GRATE OR B074
FOR RING AND COVER ASSEMBLIES.
3. PREFABRICATED LADDER PER CITY STD. DETAIL. DRILL AND EPDXY ALL
STEPS AND HANDHOLDS, 12" MAX SPACING.
TYPICAL ACCESS RISER 4
SCALE: 3/8" = 1' -0" -
PAYMENT LIMIT 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 ON
THE TRENCH DETAILS OR THE EXTENT
OF PAVEMENT RESTORATION SHOWN ON
THE SHEET RESTORATION PLAN,
SHEET 8.
SURVEYED:
DESIGNED:
B.B.
DRAWN:
P.M.
CHECKED: S.C. C
BY DATE APPR APPED
B.B.
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
TRENCH NOTE:
CONTRACTOR SHALL MINIMIZE
TRENCH SLOUGHING USING
APPROVED TRENCH SHORING
EQUIPMENT. SEE
SPECIFICATIONS.
wmowm- NAD 1983/1991
DATUM
NOTE:
ACTUAL EXTENT OF LIGHTWEIGHT CDF IN POOR SOILS
TO BE DETERMINED BY A GEOTECHNICAL
ENGINEER IN THE FIELD.
TYPICAL BOX CULVERT TRENCH SECTION
SCALE: 1/4" = 1' -0"
44 CITY OF -
RENTON
Planning /Building /Public Works Dept.
D- 271106
RECOMMENDED FOR APPROVAL
BY:- � a'l _ C* 0 __ Date: -b! - l -! F
By :---------- - - - - -- Date: --------
By°---------------- Date:------- -
By :---------- - - - - -- Date :-- - - - - --
DJ-1217�1111016
DATE:
RENTON VILLAGE STORM SYSTEM PROJECT 4/6/07
FlELDBOOK:
PAGE:
C' , I
DETAILS
6 OF. 12
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