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PAY LIMIT
TRENCH BACKFILL
6' -0" FOR
12" SEWER AND' 12"-24" STORM PIPES
1._0.
T�
I
1 n
EXCAVATION OF UNSUITABLE SOIL AND EXCAVATION OF UNSUITABLE SOIL AND
BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) BACKFILL OF FOUNDATION': MATERIAL (IF NECESSARY)
" a DEPTH AS APPROVED BY ENGINEER °4 DEPTH AS APPROVED BY ENGINEER
MATERIAL SHALL MEET SECTION MATERIAL SHALL MEET SECTION
9- 03.9(1) BALLAST - 9- 03:9(1). BALLAST
NOTES: 'NOTES:
1. PROVIDE. UNIFORM SUPPORT UNDER BARREL 1. (.PROVIDE UNIFORM SUPPORT UNDER BARREL-
2- HAND TAMP UNDER HAUNCHES_'., 2 (,HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL
TO 9071 MINIMUM DENSITY 3. (COMPACT PIPE ZONE MATERIAL TO 907 MINIMUM DENSITY( .
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
HAND: TAMP ONLY. : 'HAND TAMP ONLY. II I'I.
4. PIPE MUST BE ANCHORED: IN SUCH A MANNER AS TO ENSURE 4. ;PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE
FLOW LINE IS MAINTAINED: FLOW LINE IS MAINTAINED. O : E
5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS 5. .ALL EXCAVATION AND BEDDING SAND BACKFILL MATERIALS
BEYOND PAY LIMIT OF TRENCH' SHALL BE INCLUDED WITHIN BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM'. THE TRENCH EXCAVATION SAFETY SYSTEMS''!BID ITEM.':
12" PVC SEWER AND 24 " -12" CPEP STORM PIPES 18 "I O.D. HDPE( SEWER AND 28" O.D. HDPE STORM
TYPICAL TRENCH BEDDING AND BACKFILL TYPICAL TRENCH BEDDING AND BACKFILL
10' -0" FOR
16" C905 PVC & 24" C905 PVC
DUAL LINE TRENCH /
l ° ° d
d 4.0'
d
24
16"
6"
SEE DETAIL #1 AND #2
FOR STREET RESTORATION REQUIREMENTS
SUBSEQUENT BACKFILL MATERIAL
(NATIVE 1F APPROVED BY ENGINEER)
OR IMPORT PER SECTION 9- 03.12(1)C
(SELECT BACKFILL) OF THE SPECIAL PROVISIONS.
PROPOSED 16" C905 PVC SEWER
AND 24' C905 PVC STORM MAIN
PIPE ZONE MATERIAL PER SECTION
9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE
EXCAVATION OF UNSUITABLE SOIL AND
BACKFILL OF 'FOUNDATION MATERIAL (IF NECESSARY)
DEPTH AS APPROVED BY ENGINEER
MATERIAL SHALL MEET SECTION
9- 03.9(1) BALLAST
NOTES:..
1:. PROVIDE UNIFORM SUPPORT( UNDER BARREL.
2. HAND TAMP'IUNDER HAUNCHES.
3. COMPACT PIPE ZONEIMATERIAL TO I 907 MINIMUM DENSITY
EXCEPT 'DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
HAND !TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH.. A MANNER AS TO ENSURE'
FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION( AND BEDDING, AND BACKFILL I MATERIALS
BEYOND PAY LIMIT OF :TRENCH 'ISHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY 'SYSTEMS BID ITEM:
16" C905 PVC SEWER AND 24" C905 PVC STORM
TYPICAL TRENCH BEDDING AND >BACKFILL
iI
S I v�pr i� I� 11 rY I! 1
VI o 2°
j (n
ww Q -
3 SAWCUT FINAL JOINT' '.;.., ... „I
TYP. EACH SIDE'
z
U
I
EXIST. ASPH. CONC. PAVEMENT, TYP
I
o °
,2 CONSTRUCTION: NOT
S o C B ASPHALT CONC RETE PATCH
I I
-x
I
TYp (NE 27th ST, KENNEWICK PLNE.& ABERDEEN AVE NE I I Ii 15' UTILITY! EASEMENT
3
�� TRENCH SA
FETY AND SHORING SHALL BE.PER'
x
: SECTION 7, 08.3 7 I
- W : TRENCH • B'OF. THE
o o Ig 4 CL B ASPHALT CONCRETE PATCH PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY( DURING. NON WORKING
(SEE DETAILS) (NE 24th ST), HOURS.
tr PAY LIMIT OF TRENCH'
(C. d 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET)(
1. ¢ 6" CRUSHED SURFACING TOP .COURSE
3. UTILITY CROSSING (LOCATIONS AND I ELEVATIONS SHALL BE DETERMINED BY THE
CONTRACTOR IN ADVANCE OF ANY CONSTRUCTIONI ACTIVITIES.
o BACKFILL 8" WATER
4. EXISTING PRIVATE IIMPROVEMENTS I SHALL BE TEMPORARILY RELOCATED AND
x PATCH PAYMENT (SEE BEDDING /BACKFILL DETAIL) 'PERMANENTLY( REPLACED TO ACCOMMODATE CONSTRUCTION.;. IT
TRENCH WIDTH PER APPROPRIATE
DETAIL PLUS 2'' -0" 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR� SURVEY CONTROL LINES a.s1' 2.12'
m AS DEFINED BY THE CONTROL POINTS. a.s1' a.Dfi'
6' -0" SIDE SEWERS
6. ALL MANHOLES AND TYPE -2 CATCH BASINS SHALL HAVE LOCKING LIDS.
ASPHALT CONCRETE PAVEMENT 7. 'MATCH FINISH GRADE WITH ALL iMANHO LE LIDS.!
RESTORATION DETAIL 82 PROVIDE AS BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS 24"
OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 16'� STORM.
SEWER NSTALL NTS 9 INHERE C NFL C7 MAIN OCCURS.
A MINIMUM 2' FROM PARALLEL GAS LINES
^ ICEES:
10. ALL CEMENT CONCRETE DRIVEWAYS AND.. ALLEY. APPROACHES SHALL BE 6"
2 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE .BACKFILLED AND PATCHED THICK. (IN ACCORDANCE: WITH STANDARD PLAN. #FO06, DRAWING #FROIN).
O
>PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK. DAY.
> 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD
w THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION W CURB. AND GUTTER." # STANDARD # F001 CEMENT'. CONCRETE
I. PLAN'(, F008, DRAWING FRGS AND SI I I
2. THE FINAL SAWCUT JOINT SHALL BE A': MINIMUM -0F 1 BEYOND
THE UNDISTURBED EDGE OF THE TRENCH ''I 12. REPLACE ALL DISTURBED 'SIDEWALK IN iACCORDANCE WITH STANDARD PLAN : TYPICAL CROSS SECTION FOR '..
- # FD07, DRAWING # FR02. !,
3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT! !.SHOWN SHALL : I,', 16'' C965 PVC. 24 0905 .PVC AND 8" DI
9E. CONSIDERED INCIDENTIAL, TO OTHER.. ITEMS OF WORK.
13. WHERE UTILITY: PIPE LINE'' VERTICAL SEPARATION IS LESS THAN f:
(1), oNE, FOOT, SEbi ABOVE DETAIL (FOR BACKFILL 'AND BEDDING REQUIREMENTS
.'INSERT ETHAFOAM HS 600:. PLANK -FOAM BOARD': ORI EQUAL AS CLEAR C
AN E
4. ALL TEMPORARY .. '
R. PATCHES ON TRENCHES SHALL BE PERMANENTLY PP.TCHED SEPARATION. ' 'I I I'
WITHIN (2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY'. AREA I.
UNLESS APPROVED BY THE ENGINEER. 14. HORIZONTAL SURVEY CONTROL IS (BASED ON THEM: MONUMENTS IAT I IN TERSECTION
(NW 27 -2162 OF NE 28Th ST / JONES AVE NE AND NE 2UII1 S'T / JONES: kE NE. I'.
- �- : REFER TO THE COVER SHEET OFI THESE CONSTRUCTIONS PLANS FOR THE RESPECTIVE 1 1
Spy�p _,7- 2 /62COORDINATES. _ �1 1 7
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I 1 1 I I I I
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SC ANN ED +P
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PAY LIMIT
TRENCH BACKFILL
18" O
5' O" FOR
DUAL LINE .TRENCH
SEE DETAIL FOR STREET
RESTORATION REQUIREMENTS
SUBSEQUENT BACKFILL MATERIAL 5
5 5
a
d
SUBSEQUENT BACKFILL MATERIAL
(NATIVE IF APPROVED BY ENGINEER) °
° (
(NATIVE IF APPROVED BY ENGINEER)
OR IMPORT PER SECTION 9- 03.12(1)C O
OR IMPORT PER SECTION 9- 03.12(1)C
(SELECT BACKFILL) OF THE SPECIAL PROVISIONS. ^
^ a (
(SELECT BACKFILL)'' OF THE SPECIAL PROVISIONS.
PROPOSED 12" SEWER PIPE AND P
PROPOSED 18" O.D. HDPE SEWER AND
24" AND 12' STORM PIPES °
° 2
28" O.D. STORM HDPE MAINS
PIPE ZONE MATERIAL PER SECTION P
PIPE ZONE MATERIAL SHALL BE
9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE 1
18" p
p_ P
PEA GRAVEL OR SAND
O.D.
EXCAVATION OF UNSUITABLE SOIL AND EXCAVATION OF UNSUITABLE SOIL AND
BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) BACKFILL OF FOUNDATION': MATERIAL (IF NECESSARY)
" a DEPTH AS APPROVED BY ENGINEER °4 DEPTH AS APPROVED BY ENGINEER
MATERIAL SHALL MEET SECTION MATERIAL SHALL MEET SECTION
9- 03.9(1) BALLAST - 9- 03:9(1). BALLAST
NOTES: 'NOTES:
1. PROVIDE. UNIFORM SUPPORT UNDER BARREL 1. (.PROVIDE UNIFORM SUPPORT UNDER BARREL-
2- HAND TAMP UNDER HAUNCHES_'., 2 (,HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL
TO 9071 MINIMUM DENSITY 3. (COMPACT PIPE ZONE MATERIAL TO 907 MINIMUM DENSITY( .
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
HAND: TAMP ONLY. : 'HAND TAMP ONLY. II I'I.
4. PIPE MUST BE ANCHORED: IN SUCH A MANNER AS TO ENSURE 4. ;PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE
FLOW LINE IS MAINTAINED: FLOW LINE IS MAINTAINED. O : E
5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS 5. .ALL EXCAVATION AND BEDDING SAND BACKFILL MATERIALS
BEYOND PAY LIMIT OF TRENCH' SHALL BE INCLUDED WITHIN BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM'. THE TRENCH EXCAVATION SAFETY SYSTEMS''!BID ITEM.':
12" PVC SEWER AND 24 " -12" CPEP STORM PIPES 18 "I O.D. HDPE( SEWER AND 28" O.D. HDPE STORM
TYPICAL TRENCH BEDDING AND BACKFILL TYPICAL TRENCH BEDDING AND BACKFILL
10' -0" FOR
16" C905 PVC & 24" C905 PVC
DUAL LINE TRENCH /
l ° ° d
d 4.0'
d
24
16"
6"
SEE DETAIL #1 AND #2
FOR STREET RESTORATION REQUIREMENTS
SUBSEQUENT BACKFILL MATERIAL
(NATIVE 1F APPROVED BY ENGINEER)
OR IMPORT PER SECTION 9- 03.12(1)C
(SELECT BACKFILL) OF THE SPECIAL PROVISIONS.
PROPOSED 16" C905 PVC SEWER
AND 24' C905 PVC STORM MAIN
PIPE ZONE MATERIAL PER SECTION
9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE
EXCAVATION OF UNSUITABLE SOIL AND
BACKFILL OF 'FOUNDATION MATERIAL (IF NECESSARY)
DEPTH AS APPROVED BY ENGINEER
MATERIAL SHALL MEET SECTION
9- 03.9(1) BALLAST
NOTES:..
1:. PROVIDE UNIFORM SUPPORT( UNDER BARREL.
2. HAND TAMP'IUNDER HAUNCHES.
3. COMPACT PIPE ZONEIMATERIAL TO I 907 MINIMUM DENSITY
EXCEPT 'DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
HAND !TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH.. A MANNER AS TO ENSURE'
FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION( AND BEDDING, AND BACKFILL I MATERIALS
BEYOND PAY LIMIT OF :TRENCH 'ISHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY 'SYSTEMS BID ITEM:
16" C905 PVC SEWER AND 24" C905 PVC STORM
TYPICAL TRENCH BEDDING AND >BACKFILL
iI
S I v�pr i� I� 11 rY I! 1
VI o 2°
j (n
ww Q -
3 SAWCUT FINAL JOINT' '.;.., ... „I
TYP. EACH SIDE'
z
U
I
EXIST. ASPH. CONC. PAVEMENT, TYP
I
o °
,2 CONSTRUCTION: NOT
S o C B ASPHALT CONC RETE PATCH
I I
-x
I
TYp (NE 27th ST, KENNEWICK PLNE.& ABERDEEN AVE NE I I Ii 15' UTILITY! EASEMENT
3
�� TRENCH SA
FETY AND SHORING SHALL BE.PER'
x
: SECTION 7, 08.3 7 I
- W : TRENCH • B'OF. THE
o o Ig 4 CL B ASPHALT CONCRETE PATCH PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY( DURING. NON WORKING
(SEE DETAILS) (NE 24th ST), HOURS.
tr PAY LIMIT OF TRENCH'
(C. d 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET)(
1. ¢ 6" CRUSHED SURFACING TOP .COURSE
3. UTILITY CROSSING (LOCATIONS AND I ELEVATIONS SHALL BE DETERMINED BY THE
CONTRACTOR IN ADVANCE OF ANY CONSTRUCTIONI ACTIVITIES.
o BACKFILL 8" WATER
4. EXISTING PRIVATE IIMPROVEMENTS I SHALL BE TEMPORARILY RELOCATED AND
x PATCH PAYMENT (SEE BEDDING /BACKFILL DETAIL) 'PERMANENTLY( REPLACED TO ACCOMMODATE CONSTRUCTION.;. IT
TRENCH WIDTH PER APPROPRIATE
DETAIL PLUS 2'' -0" 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR� SURVEY CONTROL LINES a.s1' 2.12'
m AS DEFINED BY THE CONTROL POINTS. a.s1' a.Dfi'
6' -0" SIDE SEWERS
6. ALL MANHOLES AND TYPE -2 CATCH BASINS SHALL HAVE LOCKING LIDS.
ASPHALT CONCRETE PAVEMENT 7. 'MATCH FINISH GRADE WITH ALL iMANHO LE LIDS.!
RESTORATION DETAIL 82 PROVIDE AS BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS 24"
OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 16'� STORM.
SEWER NSTALL NTS 9 INHERE C NFL C7 MAIN OCCURS.
A MINIMUM 2' FROM PARALLEL GAS LINES
^ ICEES:
10. ALL CEMENT CONCRETE DRIVEWAYS AND.. ALLEY. APPROACHES SHALL BE 6"
2 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE .BACKFILLED AND PATCHED THICK. (IN ACCORDANCE: WITH STANDARD PLAN. #FO06, DRAWING #FROIN).
O
>PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK. DAY.
> 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD
w THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION W CURB. AND GUTTER." # STANDARD # F001 CEMENT'. CONCRETE
I. PLAN'(, F008, DRAWING FRGS AND SI I I
2. THE FINAL SAWCUT JOINT SHALL BE A': MINIMUM -0F 1 BEYOND
THE UNDISTURBED EDGE OF THE TRENCH ''I 12. REPLACE ALL DISTURBED 'SIDEWALK IN iACCORDANCE WITH STANDARD PLAN : TYPICAL CROSS SECTION FOR '..
- # FD07, DRAWING # FR02. !,
3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT! !.SHOWN SHALL : I,', 16'' C965 PVC. 24 0905 .PVC AND 8" DI
9E. CONSIDERED INCIDENTIAL, TO OTHER.. ITEMS OF WORK.
13. WHERE UTILITY: PIPE LINE'' VERTICAL SEPARATION IS LESS THAN f:
(1), oNE, FOOT, SEbi ABOVE DETAIL (FOR BACKFILL 'AND BEDDING REQUIREMENTS
.'INSERT ETHAFOAM HS 600:. PLANK -FOAM BOARD': ORI EQUAL AS CLEAR C
AN E
4. ALL TEMPORARY .. '
R. PATCHES ON TRENCHES SHALL BE PERMANENTLY PP.TCHED SEPARATION. ' 'I I I'
WITHIN (2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY'. AREA I.
UNLESS APPROVED BY THE ENGINEER. 14. HORIZONTAL SURVEY CONTROL IS (BASED ON THEM: MONUMENTS IAT I IN TERSECTION
(NW 27 -2162 OF NE 28Th ST / JONES AVE NE AND NE 2UII1 S'T / JONES: kE NE. I'.
- �- : REFER TO THE COVER SHEET OFI THESE CONSTRUCTIONS PLANS FOR THE RESPECTIVE 1 1
Spy�p _,7- 2 /62COORDINATES. _ �1 1 7
B
I 1 1 I I I I
I ✓; .I . S -:2062 2 6
SC ANN ED +P
31u cJ� sn
,
IUfa.,
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o
10' -0" FOR
16" C905 PVC & 24" C905 PVC
DUAL LINE TRENCH /
l ° ° d
d 4.0'
d
24
16"
6"
SEE DETAIL #1 AND #2
FOR STREET RESTORATION REQUIREMENTS
SUBSEQUENT BACKFILL MATERIAL
(NATIVE 1F APPROVED BY ENGINEER)
OR IMPORT PER SECTION 9- 03.12(1)C
(SELECT BACKFILL) OF THE SPECIAL PROVISIONS.
PROPOSED 16" C905 PVC SEWER
AND 24' C905 PVC STORM MAIN
PIPE ZONE MATERIAL PER SECTION
9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE
EXCAVATION OF UNSUITABLE SOIL AND
BACKFILL OF 'FOUNDATION MATERIAL (IF NECESSARY)
DEPTH AS APPROVED BY ENGINEER
MATERIAL SHALL MEET SECTION
9- 03.9(1) BALLAST
NOTES:..
1:. PROVIDE UNIFORM SUPPORT( UNDER BARREL.
2. HAND TAMP'IUNDER HAUNCHES.
3. COMPACT PIPE ZONEIMATERIAL TO I 907 MINIMUM DENSITY
EXCEPT 'DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
HAND !TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH.. A MANNER AS TO ENSURE'
FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION( AND BEDDING, AND BACKFILL I MATERIALS
BEYOND PAY LIMIT OF :TRENCH 'ISHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY 'SYSTEMS BID ITEM:
16" C905 PVC SEWER AND 24" C905 PVC STORM
TYPICAL TRENCH BEDDING AND >BACKFILL
iI
S I v�pr i� I� 11 rY I! 1
VI o 2°
j (n
ww Q -
3 SAWCUT FINAL JOINT' '.;.., ... „I
TYP. EACH SIDE'
z
U
I
EXIST. ASPH. CONC. PAVEMENT, TYP
I
o °
,2 CONSTRUCTION: NOT
S o C B ASPHALT CONC RETE PATCH
I I
-x
I
TYp (NE 27th ST, KENNEWICK PLNE.& ABERDEEN AVE NE I I Ii 15' UTILITY! EASEMENT
3
�� TRENCH SA
FETY AND SHORING SHALL BE.PER'
x
: SECTION 7, 08.3 7 I
- W : TRENCH • B'OF. THE
o o Ig 4 CL B ASPHALT CONCRETE PATCH PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY( DURING. NON WORKING
(SEE DETAILS) (NE 24th ST), HOURS.
tr PAY LIMIT OF TRENCH'
(C. d 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET)(
1. ¢ 6" CRUSHED SURFACING TOP .COURSE
3. UTILITY CROSSING (LOCATIONS AND I ELEVATIONS SHALL BE DETERMINED BY THE
CONTRACTOR IN ADVANCE OF ANY CONSTRUCTIONI ACTIVITIES.
o BACKFILL 8" WATER
4. EXISTING PRIVATE IIMPROVEMENTS I SHALL BE TEMPORARILY RELOCATED AND
x PATCH PAYMENT (SEE BEDDING /BACKFILL DETAIL) 'PERMANENTLY( REPLACED TO ACCOMMODATE CONSTRUCTION.;. IT
TRENCH WIDTH PER APPROPRIATE
DETAIL PLUS 2'' -0" 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR� SURVEY CONTROL LINES a.s1' 2.12'
m AS DEFINED BY THE CONTROL POINTS. a.s1' a.Dfi'
6' -0" SIDE SEWERS
6. ALL MANHOLES AND TYPE -2 CATCH BASINS SHALL HAVE LOCKING LIDS.
ASPHALT CONCRETE PAVEMENT 7. 'MATCH FINISH GRADE WITH ALL iMANHO LE LIDS.!
RESTORATION DETAIL 82 PROVIDE AS BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS 24"
OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 16'� STORM.
SEWER NSTALL NTS 9 INHERE C NFL C7 MAIN OCCURS.
A MINIMUM 2' FROM PARALLEL GAS LINES
^ ICEES:
10. ALL CEMENT CONCRETE DRIVEWAYS AND.. ALLEY. APPROACHES SHALL BE 6"
2 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE .BACKFILLED AND PATCHED THICK. (IN ACCORDANCE: WITH STANDARD PLAN. #FO06, DRAWING #FROIN).
O
>PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK. DAY.
> 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD
w THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION W CURB. AND GUTTER." # STANDARD # F001 CEMENT'. CONCRETE
I. PLAN'(, F008, DRAWING FRGS AND SI I I
2. THE FINAL SAWCUT JOINT SHALL BE A': MINIMUM -0F 1 BEYOND
THE UNDISTURBED EDGE OF THE TRENCH ''I 12. REPLACE ALL DISTURBED 'SIDEWALK IN iACCORDANCE WITH STANDARD PLAN : TYPICAL CROSS SECTION FOR '..
- # FD07, DRAWING # FR02. !,
3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT! !.SHOWN SHALL : I,', 16'' C965 PVC. 24 0905 .PVC AND 8" DI
9E. CONSIDERED INCIDENTIAL, TO OTHER.. ITEMS OF WORK.
13. WHERE UTILITY: PIPE LINE'' VERTICAL SEPARATION IS LESS THAN f:
(1), oNE, FOOT, SEbi ABOVE DETAIL (FOR BACKFILL 'AND BEDDING REQUIREMENTS
.'INSERT ETHAFOAM HS 600:. PLANK -FOAM BOARD': ORI EQUAL AS CLEAR C
AN E
4. ALL TEMPORARY .. '
R. PATCHES ON TRENCHES SHALL BE PERMANENTLY PP.TCHED SEPARATION. ' 'I I I'
WITHIN (2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY'. AREA I.
UNLESS APPROVED BY THE ENGINEER. 14. HORIZONTAL SURVEY CONTROL IS (BASED ON THEM: MONUMENTS IAT I IN TERSECTION
(NW 27 -2162 OF NE 28Th ST / JONES AVE NE AND NE 2UII1 S'T / JONES: kE NE. I'.
- �- : REFER TO THE COVER SHEET OFI THESE CONSTRUCTIONS PLANS FOR THE RESPECTIVE 1 1
Spy�p _,7- 2 /62COORDINATES. _ �1 1 7
B
I 1 1 I I I I
I ✓; .I . S -:2062 2 6
SC ANN ED +P
31u cJ� sn
,
IUfa.,
r•,r60m
o
SEE DETAIL #1 AND #2
FOR STREET RESTORATION REQUIREMENTS
SUBSEQUENT BACKFILL MATERIAL
(NATIVE 1F APPROVED BY ENGINEER)
OR IMPORT PER SECTION 9- 03.12(1)C
(SELECT BACKFILL) OF THE SPECIAL PROVISIONS.
PROPOSED 16" C905 PVC SEWER
AND 24' C905 PVC STORM MAIN
PIPE ZONE MATERIAL PER SECTION
9 -03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE
EXCAVATION OF UNSUITABLE SOIL AND
BACKFILL OF 'FOUNDATION MATERIAL (IF NECESSARY)
DEPTH AS APPROVED BY ENGINEER
MATERIAL SHALL MEET SECTION
9- 03.9(1) BALLAST
NOTES:..
1:. PROVIDE UNIFORM SUPPORT( UNDER BARREL.
2. HAND TAMP'IUNDER HAUNCHES.
3. COMPACT PIPE ZONEIMATERIAL TO I 907 MINIMUM DENSITY
EXCEPT 'DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
HAND !TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH.. A MANNER AS TO ENSURE'
FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION( AND BEDDING, AND BACKFILL I MATERIALS
BEYOND PAY LIMIT OF :TRENCH 'ISHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY 'SYSTEMS BID ITEM:
16" C905 PVC SEWER AND 24" C905 PVC STORM
TYPICAL TRENCH BEDDING AND >BACKFILL
iI
S I v�pr i� I� 11 rY I! 1
VI o 2°
j (n
ww Q -
3 SAWCUT FINAL JOINT' '.;.., ... „I
TYP. EACH SIDE'
z
U
I
EXIST. ASPH. CONC. PAVEMENT, TYP
I
o °
,2 CONSTRUCTION: NOT
S o C B ASPHALT CONC RETE PATCH
I I
-x
I
TYp (NE 27th ST, KENNEWICK PLNE.& ABERDEEN AVE NE I I Ii 15' UTILITY! EASEMENT
3
�� TRENCH SA
FETY AND SHORING SHALL BE.PER'
x
: SECTION 7, 08.3 7 I
- W : TRENCH • B'OF. THE
o o Ig 4 CL B ASPHALT CONCRETE PATCH PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY( DURING. NON WORKING
(SEE DETAILS) (NE 24th ST), HOURS.
tr PAY LIMIT OF TRENCH'
(C. d 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET)(
1. ¢ 6" CRUSHED SURFACING TOP .COURSE
3. UTILITY CROSSING (LOCATIONS AND I ELEVATIONS SHALL BE DETERMINED BY THE
CONTRACTOR IN ADVANCE OF ANY CONSTRUCTIONI ACTIVITIES.
o BACKFILL 8" WATER
4. EXISTING PRIVATE IIMPROVEMENTS I SHALL BE TEMPORARILY RELOCATED AND
x PATCH PAYMENT (SEE BEDDING /BACKFILL DETAIL) 'PERMANENTLY( REPLACED TO ACCOMMODATE CONSTRUCTION.;. IT
TRENCH WIDTH PER APPROPRIATE
DETAIL PLUS 2'' -0" 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR� SURVEY CONTROL LINES a.s1' 2.12'
m AS DEFINED BY THE CONTROL POINTS. a.s1' a.Dfi'
6' -0" SIDE SEWERS
6. ALL MANHOLES AND TYPE -2 CATCH BASINS SHALL HAVE LOCKING LIDS.
ASPHALT CONCRETE PAVEMENT 7. 'MATCH FINISH GRADE WITH ALL iMANHO LE LIDS.!
RESTORATION DETAIL 82 PROVIDE AS BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS 24"
OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 16'� STORM.
SEWER NSTALL NTS 9 INHERE C NFL C7 MAIN OCCURS.
A MINIMUM 2' FROM PARALLEL GAS LINES
^ ICEES:
10. ALL CEMENT CONCRETE DRIVEWAYS AND.. ALLEY. APPROACHES SHALL BE 6"
2 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE .BACKFILLED AND PATCHED THICK. (IN ACCORDANCE: WITH STANDARD PLAN. #FO06, DRAWING #FROIN).
O
>PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK. DAY.
> 11. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD
w THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION W CURB. AND GUTTER." # STANDARD # F001 CEMENT'. CONCRETE
I. PLAN'(, F008, DRAWING FRGS AND SI I I
2. THE FINAL SAWCUT JOINT SHALL BE A': MINIMUM -0F 1 BEYOND
THE UNDISTURBED EDGE OF THE TRENCH ''I 12. REPLACE ALL DISTURBED 'SIDEWALK IN iACCORDANCE WITH STANDARD PLAN : TYPICAL CROSS SECTION FOR '..
- # FD07, DRAWING # FR02. !,
3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT! !.SHOWN SHALL : I,', 16'' C965 PVC. 24 0905 .PVC AND 8" DI
9E. CONSIDERED INCIDENTIAL, TO OTHER.. ITEMS OF WORK.
13. WHERE UTILITY: PIPE LINE'' VERTICAL SEPARATION IS LESS THAN f:
(1), oNE, FOOT, SEbi ABOVE DETAIL (FOR BACKFILL 'AND BEDDING REQUIREMENTS
.'INSERT ETHAFOAM HS 600:. PLANK -FOAM BOARD': ORI EQUAL AS CLEAR C
AN E
4. ALL TEMPORARY .. '
R. PATCHES ON TRENCHES SHALL BE PERMANENTLY PP.TCHED SEPARATION. ' 'I I I'
WITHIN (2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY'. AREA I.
UNLESS APPROVED BY THE ENGINEER. 14. HORIZONTAL SURVEY CONTROL IS (BASED ON THEM: MONUMENTS IAT I IN TERSECTION
(NW 27 -2162 OF NE 28Th ST / JONES AVE NE AND NE 2UII1 S'T / JONES: kE NE. I'.
- �- : REFER TO THE COVER SHEET OFI THESE CONSTRUCTIONS PLANS FOR THE RESPECTIVE 1 1
Spy�p _,7- 2 /62COORDINATES. _ �1 1 7
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