HomeMy WebLinkAboutS-210905rn
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I NOTES
1. THE TRENCH PLUGS SHALL EXTEND 2 FEET
BELOW THE BOTTOM OF THE SEWER
PIPE TRENCH BY 3 FEET EITHER SIDE OF
THE TRENCH, BY 3 FEET ABOVE THE
ELEVATION OF THE CROWN OF THE PIPE
TRENCH PLUGS SHALL BE A MINIMUM OF 3
FEET IN LENGTH.
CONTROL DENSITY FILL
TRENCH PLUG
N.T.S.
(FILL MATERIAL
VE SOILS
TROL DENSITY FILL
MIN_ 4" ASPHALT
CONCRETE (2 LIFTS)
12"
6" `
i ��
6" MINIMUM CRUSHED
SURFACING TOP COURSE �
_ JOINT MUST
AW —CUT
Y Xi }X X.X.X.xXV�:xx.xx \' SUBSEQUENT BACKFILL MATERIAL
(NATIVE IF APPROVED BY ENGINEER)
OR IMPORT PER SECTION 9- 03.9(3)
STREET PATCHING CRUSHED SURFACING BASE COURSE
N.T.S.
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKRI I ED AND PATCHED
PER SPECIAL PROVISION 5 -06.1 AT THE END OF EACH WORK DAY.
THIS WORK SHALL BE INCIDENTAL TO ALL TRENCH RESTORATION WORK.
2- THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF (1) ONE FOOT BEYOND
THE UNDISTURBED EDGE OF THE TRENCH_
3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL
BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK.
4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY
PATCHED WITHIN (2) TWO WEEKS OF COMPLETION OF WORK WITHIN
THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER.
ssf� ruerA� rw ,.r MAY 2002
_ "`ry"gL NOT TO SCALE °� `° "'"°° CITY OF
OH -� R E N TO N HIGATE LIFE STATION ELIMINATION
JD" I D DETAILS AND SECTIONS
Planning /Building /Public Works Dept.
DMC
REVISION BY DATE APPR .n L UG MA
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BACKFILL MATERIAL
NATIVE SOILS
72"
\ \,
BACKFILL MATERIAL
WITHIN THE RIGHT —OF —WAY
72"
AS SHOWN IN PATCHING DETAIL
24"
IMPORTED BACKFILL MATERIAL
PER SECTION 9- 03.9(3)
m 8" SANITARY SEWER
6-
PIPE BEDDING MATERIAL
AS SPECIFIED IN 9 -03.16
8" SANITARY SEWER
6"
EXCAVATION OF UNSUITABLE SOIL AND
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BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY)
DEPTH AS APPROVED BY ENGINEER.
MATERIAL SHALL MEET SECTION
PIPE BEDDING MATERIAL
9- 03.9(1) BALLAST
1 AS SPECIFIED IN 9 -03.16
L 6^
EXCAVATION OF UNSUITABLE SOIL AND
1_ ALL UNSUITABLE MATERIALS EXCAVATED FROM THE TRENCH SHALL BE REMOVED,
BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY)
HAULED AND DISPOSED. EXCAVATION SHALL BE REPLACED WITH FOUNDATION,
BEDDING AND BACKFILL MATERIALS AS SHOWN IN TRENCH BACKFILL DETAIL AND
DEPTH AS APPROVED BY ENGINEER.
MATERIAL SHALL MEET SECTION
COMPACTED IN ACCORDANCE WITH SPECIFICATIONS
9- 03.9(1) BALLAST
2. ALL TRENCHES IN ARTERIAL STREET ROADWAY AREAS SHALL BE BACKFILLED
AND PATCHED WITH TEMPORARY ASPHALT AT END OF EACH WORK DAY.
1_ ALL UNSUITABLE MATERIALS EXCAVATED FROM THE TRENCH SHALL BE REMOVED,
SANITARY SEWER BACKFILL
HAULED AND DISPOSED. EXCAVATION SHALL BE REPLACED WITH FOUNDATION,
WITHIN RIGHT -OF -WAY DETAIL
N.T.S.
N.T.S.
BEDDING BACKFILL DETAIL AND
COMPACTED DINBACCORD ACCORDANCE MATERIALS SPECIFICATIONS.
SANITARY SEWER BACKFILL
WITHIN WETLAND DETAIL
N_T S.
f �
1
I NOTES
1. THE TRENCH PLUGS SHALL EXTEND 2 FEET
BELOW THE BOTTOM OF THE SEWER
PIPE TRENCH BY 3 FEET EITHER SIDE OF
THE TRENCH, BY 3 FEET ABOVE THE
ELEVATION OF THE CROWN OF THE PIPE
TRENCH PLUGS SHALL BE A MINIMUM OF 3
FEET IN LENGTH.
CONTROL DENSITY FILL
TRENCH PLUG
N.T.S.
(FILL MATERIAL
VE SOILS
TROL DENSITY FILL
MIN_ 4" ASPHALT
CONCRETE (2 LIFTS)
12"
6" `
i ��
6" MINIMUM CRUSHED
SURFACING TOP COURSE �
_ JOINT MUST
AW —CUT
Y Xi }X X.X.X.xXV�:xx.xx \' SUBSEQUENT BACKFILL MATERIAL
(NATIVE IF APPROVED BY ENGINEER)
OR IMPORT PER SECTION 9- 03.9(3)
STREET PATCHING CRUSHED SURFACING BASE COURSE
N.T.S.
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKRI I ED AND PATCHED
PER SPECIAL PROVISION 5 -06.1 AT THE END OF EACH WORK DAY.
THIS WORK SHALL BE INCIDENTAL TO ALL TRENCH RESTORATION WORK.
2- THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF (1) ONE FOOT BEYOND
THE UNDISTURBED EDGE OF THE TRENCH_
3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL
BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK.
4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY
PATCHED WITHIN (2) TWO WEEKS OF COMPLETION OF WORK WITHIN
THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER.
ssf� ruerA� rw ,.r MAY 2002
_ "`ry"gL NOT TO SCALE °� `° "'"°° CITY OF
OH -� R E N TO N HIGATE LIFE STATION ELIMINATION
JD" I D DETAILS AND SECTIONS
Planning /Building /Public Works Dept.
DMC
REVISION BY DATE APPR .n L UG MA
�"" °"' SCANNED R 2 S M 5 -6
ROLL 179 FR I
S 00
9
b y 0
m mj ww''
c �z
N
z �
SO
N
e
-Q