HomeMy WebLinkAboutS-21100CNOTES:
1_ PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
1 COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
4. THE PIPE ZONE SHALL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CONCRETE
ENCASEMENT BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -(1/2 I.D.) + 18 ".
5. TRENCH BACKFILL WITHIN PIPE ZONE SHALL CONFORM TO "BANK RUN GRAVEL FOR
TRENCH BACKFILL" IN SECTION 9 -03 OF THE STANDARD SPECIFICATION, EXCEPT THAT
ALL MATERIAL SHALL PASS A 1' SQUARE OPENING.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN SECTION 9 -03 OF THE
STANDARD SPECIFICATION_
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN SECTION 9 -03 OF THE
STANDARD SPECIFICATION.
8. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT SPECIFIED
SLOPE IS MAINTAINED.
9. CONCRETE ENCASEMENT SHALL BE USED IN THE FOLLOWING CASES:
A_ WHERE DIRECTED BY THE ENGINEER.
B. WHERE SHOWN OR SPECIFIED.
C. WHERE SEWER PIPE IS WITHIN 18" OF A WATER PIPE.
D. WHERE PIPE CROSSING IS WITHIN 6" OF OTHER EXISTING UTILITY PIPES OR DUCT
BANKS, AND APPROVED BY THE ENGINEER.
10. IF CONCRETE ENCASEMENT IS NOT REQUIRED, D.I. PIPE SHALL
BE INSTALLED WITH BEDDING CLASS B, PVC PIPE AND CPEP SHALL BE
INSTALLED WITH BEDDING CLASS F.
_ BEDDING CLASS DESIGN
CONCRETE
DIMENSION ENCASE CLASS B CLASS F
4° MIN.
A 1/4 1.D, 6" MIN 6" MIN
12" MAX.
B O.D. 1/2 O.D. O.D.
I� C — 1/2 O.D. —
PIPE BEDDING FOR SANITARY SEWERS
DETAIL
W WP -62-2110 NO SCALE TYP
'SEE NOTE 4
RESTORATION
... - UNITS Or F'zF ZONE
COMMENTS/
TYPE
CONCRETE CLASS 3000
(SEE NOTE 8) 1
j
OTHER REQUIREMENTS
A.C. PAVEMENT
FOUNDATION LEVEL
(UNDISTURBED
i6
P..
NATIVE SOIL)
_-
RENTON STD PLANS PG. H032)
AC OVERLAY WHERE SHOWN
CONCRETE ENCASE
TO ALL EX18
GRADES AND CURBS.
(SEE NOTE 4)
SEE RENTON STD PLANS
_ ZONE
LIMITS OF PIPS ,�t�Ng
1
BACKFILL MATERIAL
(ROADWAY)
(SEE NOTE 5)
611'
BEDDING MATERIAL
-
FOR RIGID PIPE
TO 95%
(SEE NOTE 6)
CONCRETE SURFACE
MATCH EXISTING
✓
FOUNDATION LEVEL
(UNDISTURBED
a'
NATIVE SOIL)
' ✓✓ /t 1 '
7EXTURF- AND GRAD E
(CLASS B. DESIGN)
TYPICAL BEDDING FOR RIGID PIPE (D.I.P.)
SEE NOTE
OF PIPE ZONE
1LIMITS
SELECT IMPORT
V O
I
BEDDING MATERIAL
OVER 6" MIN. TYPE A
FOR FLEXIBLE PIPE
®'I.
(SEE NOTE 7)
TOP SOIL
FOUNDATION LEVEL
WITH EXISTdVG GRADE
(UNDISTURBED
NATIVE SOIL)
(CLASS F DESIGN)
TYPICAL BEDDING FOR FLDM E PIPE (PVC„ CPEP)
NOTES:
1_ PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
1 COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
4. THE PIPE ZONE SHALL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CONCRETE
ENCASEMENT BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -(1/2 I.D.) + 18 ".
5. TRENCH BACKFILL WITHIN PIPE ZONE SHALL CONFORM TO "BANK RUN GRAVEL FOR
TRENCH BACKFILL" IN SECTION 9 -03 OF THE STANDARD SPECIFICATION, EXCEPT THAT
ALL MATERIAL SHALL PASS A 1' SQUARE OPENING.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN SECTION 9 -03 OF THE
STANDARD SPECIFICATION_
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN SECTION 9 -03 OF THE
STANDARD SPECIFICATION.
8. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT SPECIFIED
SLOPE IS MAINTAINED.
9. CONCRETE ENCASEMENT SHALL BE USED IN THE FOLLOWING CASES:
A_ WHERE DIRECTED BY THE ENGINEER.
B. WHERE SHOWN OR SPECIFIED.
C. WHERE SEWER PIPE IS WITHIN 18" OF A WATER PIPE.
D. WHERE PIPE CROSSING IS WITHIN 6" OF OTHER EXISTING UTILITY PIPES OR DUCT
BANKS, AND APPROVED BY THE ENGINEER.
10. IF CONCRETE ENCASEMENT IS NOT REQUIRED, D.I. PIPE SHALL
BE INSTALLED WITH BEDDING CLASS B, PVC PIPE AND CPEP SHALL BE
INSTALLED WITH BEDDING CLASS F.
_ BEDDING CLASS DESIGN
CONCRETE
DIMENSION ENCASE CLASS B CLASS F
4° MIN.
A 1/4 1.D, 6" MIN 6" MIN
12" MAX.
B O.D. 1/2 O.D. O.D.
I� C — 1/2 O.D. —
PIPE BEDDING FOR SANITARY SEWERS
DETAIL
W WP -62-2110 NO SCALE TYP
L PI • M
•�
24" MIN
SEE RESTORATION
TABLE - 7
FINISH GRADE
BACKFILL SEE
RESTORATION TABLE
— MAINTAIN SIDE
SLOPE AS STEEP
AS POSSI8LE (SEE NOTE)
,,-,—SE14ER LINE
1---�—PIPE ZONE SEE DETAIL
9
RESTORATION TABLE
f' • '
RESTORATION
BACKFW
COMMENTS/
TYPE
A
I j
OTHER REQUIREMENTS
A.C. PAVEMENT
AC TRENCH PATCH
UNLESS
OTHERWISE
NOTED
�yH ROADWAY TO
OVER GRAVEL BASE
RENTON STD PLANS PG. H032)
AC OVERLAY WHERE SHOWN
COMP CT
BACKFILL 95%
95x
TO ALL EX18
GRADES AND CURBS.
POC PAVEMENT
SEE RENTON STD PLANS
SELECT IMPORT
(� NOTE 3)
L PI • M
•�
24" MIN
SEE RESTORATION
TABLE - 7
FINISH GRADE
BACKFILL SEE
RESTORATION TABLE
— MAINTAIN SIDE
SLOPE AS STEEP
AS POSSI8LE (SEE NOTE)
,,-,—SE14ER LINE
1---�—PIPE ZONE SEE DETAIL
9
RESTORATION TABLE
SURFACE
RESTORATION
BACKFW
COMMENTS/
TYPE
DETAILS
compAcTioN REQMMNTS.
OTHER REQUIREMENTS
A.C. PAVEMENT
AC TRENCH PATCH
SELECT IMPORT
S T 3
�yH ROADWAY TO
OVER GRAVEL BASE
RENTON STD PLANS PG. H032)
AC OVERLAY WHERE SHOWN
COMP CT
BACKFILL 95%
95x
TO ALL EX18
GRADES AND CURBS.
POC PAVEMENT
SEE RENTON STD PLANS
SELECT IMPORT
(� NOTE 3)
SAME AS AC
(ROADWAY)
PAGES A001, A002 AND H033
COMPACT BACKFILL
PAVEMENT
TO 95%
CONCRETE SURFACE
MATCH EXISTING
SELECT IMPORT
(SEE NOTE 3)
MATCH EXISTNG FINISH
(DRIVEWAY /SIDEWALK)
CONCRETE THICKNESS
CLASS 3000 CONC
COMP gff
BACKFILL
7EXTURF- AND GRAD E
SOD/ PLANTINGS
SELECT IMPORT
FINISH GRADE SHALL BE
LAWN /LANDSCAPE
OVER 6" MIN. TYPE A
(SEE NOTE 3)
SMOOTH & CONSISTANT
TOP SOIL
COMPAO iLCT BAcKF SE LL
T
WITH EXISTdVG GRADE
NOTES:
1_ USE TRENCH BOX OR TEMPORARY SHORING IF EXCAVATION DEPTH IS GREATER
THAN 4 FEET, UNLESS WORK IS IN CONFORMANCE WITH OPEN PIT REQUIREMENTS
OF SECTION 2.09.3(3)6 OF THE STD. SPEC.
2. EXCAVATION MADE OUTSIDE THE TYPICAL PIPE TRENCH AS SHOWN ABOVE
WILL BE CONSIDERED SOLELY TO THE BENEFIT OF THE CONTRACTOR AND NO
EXTRA COMPENSATION WILL BE MADE.
3. SELECT IMPORT BACKFILL SHALL CONFORM TO "BANK RUN GRAVEL FOR TRENCH BACKFILL"
IN SECTION 9 -03 OF THE STD. SPEC. UNLESS OTHERWISE DIRECTED BY THE ENGINEER,
NATIVE BACKFILL SHALL BE USED ALONG WILLIAMS AVE. S. IF COMPACTION REQUIREMENTS
CAN BE MET THROUGH PROPER CONTROL OF MOISTURE CONTENT. NATIVE MATERIAL SHALL
PASS A 6" SQUARE OPENING AND SHALL BE FREE OF ORGANIC MATERIAL AND FROZEN LUMPS.
REVISED TO CONFORM WITH
I
CONS TRU MO RECORDS
BY: ATE:2 -Z8 -9S'
TYPICAL PIPE TRENCH
DETAIL 1 p
NO SCALE TYP
24 "x 6" FRAME
AND COVER PER DETAIL
UNDISTURBED
NATIVE SOIL
12" MIN
5' DIA CONCRETE RING
r j jj BEDDING MATERIAL FOR FLEXIBLE PsPE
/� COMPACTED TO 95% MAX. DENSITY
STEP (TYP) 6" LIFTS MAX.
12" (TYP)
48" I.D. NOMINAL
mmomm/m/m/m/m/m/
BEDDING MATERIAL FOR FLEXIBLE PIPE
COMPACTED TO 95% MAX. DENSITY
6" LIFTS MAX.
NOTE:
1. ALL MANHOLE JOINTS SHALL
BE EXTRUSION WELDED
POLYETHYLENE SANITARY MANHOLE
DETAIL (-l- 1
NO SCALE 7,8
So-2110