HomeMy WebLinkAboutD-314601M
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EX 12 °PVC
IE -394
EX. ROCKERY WALL
WOOD RAIL FENCE -
WETLAND TRACT
NO MACHINERY ALLOWED
ALL MACHINERY SHALL WORK
FROM TOP OF BANK
-396
INSTALL NEW CB TYPE 11
REBUILD SLOPE, SEE DETAIL-
EX 24" CMP —
WOOD RAIL _298 IE -392.6
FENCE APPX TOP
OF SLOPE
l- =� FIBERXOPTIES, LpC-Agpx- �I
POWER POLE
EX 12 "CI WM
RESTORE CURB, GUTTER, SIDEWALK, g
INSTALL NEW SID ALK RAMP TYPE 2
ADJUST T FIT EX SIDEWALK
-- EX 6" GAS
REMOVE EX 24" CMP SD --
- -- -- -- INSTALL NEW 24° SD
EX 24 "CMP SD
EX 36" WM
EX CB
RIM EL
S 12 "1
N 12'1
RIED PW�
�.c III WOOD FE CE
REMOVE NEEDED,
GV\ �
GV
-REMOVE NEIGHBORHOOD SIGN
AND UWDS ING
RESTORE CONSTRUCTION
EX CB
RIM EL =396.9
N 12 "IE= 395.75
RRESTORE STOP BAR \
EX 8 "PVC SS,
°
EX FIBER "OPH
—SSMH
RIM EL =39265
IN IE= 389.12
OUT IE= 389.02
4,oGv
LOC APPX
a
--- •elm— N —mumm
0' 10'
SCALE: 1 "= 10'
NOTE: EX FIBER OPTICS APPROX.
2' DEEP ENCASED IN CONCRETE
EX 12 "CI WM
�-- TRAFFIC /PARKING LANE
EX AS
` T
a TRAFFIC LANE UNION AVE NE
�JC EX 24 "CMP SD TRAFFIC LANE —►
EX SDMH _
RIM EL =399.1
TRAFFICU'ARKKING LANE --i►.
1
EOP
_ - \
�1,j CAUTION: POSSIBLE BURIED CABLE AIyD
_ FIBER OPTICS IN WEST HALF OF STR
PORN I
w
z
RECOMMENDED
FOR APPROVAL
By DANIEL CAREY 6/29/10
BY
— _D DWC
c� RJS, DWC
NO. REVISION BY DATE tAPPR 'PPflO`*R�S
CALL 48 HOURS BEFORE YOU DIG
1 -800- 424 -5555
EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
GENERAL NOTES:
A. THIS PLAN DEVELOPED FROM PLANS AND ELEVATIONS IN CITY FILES.
NOT SURVEYED. LOCATIONS MAY VARY.
REF: TED -40 -2956 THE VINEYARDS SUBDIVISION
TED -40 -1600 UNION AVE PLANS
B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC
PROTECTION FOR DOWNSTREAM CATCHBASINS.
C. TRENCH PATCH SHALL BE PER CITY STD PLAN 110
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT.
D. SEE TRAFFIC CONTROL BID ITEM FOR WORK HOURS AND CONDITIONS.
CONSTRUCTION NOTES:
1O REMOVE EX SD PIPE, ENLARGE OPENING AS NEEDED FOR NEW PIPE.
Q POTHOLE TO IDENTIFY UTILITY DEPTH, POTENTIAL CONFLICTS.
O3 RESTORE CURB, GUTTER, SIDEWALK PER CITY DETAIL DRAWINGS.
ADJUST SIDEWALK AND TYPE 2A RAMP AS NEEDED TO MATCH EXISTING.
® TESC PROTECTION: CATCH BASIN PROTECTION, FILTER FABRIC FENCING, ETC.
SEE STD DETAILS 214, 216.2, 216.3.
INSTALL FILTER FABRIC FENCE IN FRONT OF CONSTRUCTION AREA.
PUMP WATER AROUND FILTER FABRIC AND CULVERT AS NEEDED.
O5 PROVIDE TEMP STORM WATER BYPASS FOR EX 24" PIPE DURING CONSTRUCTION.
TRENCH EXCAVATION
PAY LIMIT 5' -0' MAXIMUM
°
°
00
Lid
00
X
4 W
W
W
°
z
RIED PW�
�.c III WOOD FE CE
REMOVE NEEDED,
GV\ �
GV
-REMOVE NEIGHBORHOOD SIGN
AND UWDS ING
RESTORE CONSTRUCTION
EX CB
RIM EL =396.9
N 12 "IE= 395.75
RRESTORE STOP BAR \
EX 8 "PVC SS,
°
EX FIBER "OPH
—SSMH
RIM EL =39265
IN IE= 389.12
OUT IE= 389.02
4,oGv
LOC APPX
a
--- •elm— N —mumm
0' 10'
SCALE: 1 "= 10'
NOTE: EX FIBER OPTICS APPROX.
2' DEEP ENCASED IN CONCRETE
EX 12 "CI WM
�-- TRAFFIC /PARKING LANE
EX AS
` T
a TRAFFIC LANE UNION AVE NE
�JC EX 24 "CMP SD TRAFFIC LANE —►
EX SDMH _
RIM EL =399.1
TRAFFICU'ARKKING LANE --i►.
1
EOP
_ - \
�1,j CAUTION: POSSIBLE BURIED CABLE AIyD
_ FIBER OPTICS IN WEST HALF OF STR
PORN I
w
z
RECOMMENDED
FOR APPROVAL
By DANIEL CAREY 6/29/10
BY
— _D DWC
c� RJS, DWC
NO. REVISION BY DATE tAPPR 'PPflO`*R�S
CALL 48 HOURS BEFORE YOU DIG
1 -800- 424 -5555
EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
GENERAL NOTES:
A. THIS PLAN DEVELOPED FROM PLANS AND ELEVATIONS IN CITY FILES.
NOT SURVEYED. LOCATIONS MAY VARY.
REF: TED -40 -2956 THE VINEYARDS SUBDIVISION
TED -40 -1600 UNION AVE PLANS
B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC
PROTECTION FOR DOWNSTREAM CATCHBASINS.
C. TRENCH PATCH SHALL BE PER CITY STD PLAN 110
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT.
D. SEE TRAFFIC CONTROL BID ITEM FOR WORK HOURS AND CONDITIONS.
CONSTRUCTION NOTES:
1O REMOVE EX SD PIPE, ENLARGE OPENING AS NEEDED FOR NEW PIPE.
Q POTHOLE TO IDENTIFY UTILITY DEPTH, POTENTIAL CONFLICTS.
O3 RESTORE CURB, GUTTER, SIDEWALK PER CITY DETAIL DRAWINGS.
ADJUST SIDEWALK AND TYPE 2A RAMP AS NEEDED TO MATCH EXISTING.
® TESC PROTECTION: CATCH BASIN PROTECTION, FILTER FABRIC FENCING, ETC.
SEE STD DETAILS 214, 216.2, 216.3.
INSTALL FILTER FABRIC FENCE IN FRONT OF CONSTRUCTION AREA.
PUMP WATER AROUND FILTER FABRIC AND CULVERT AS NEEDED.
O5 PROVIDE TEMP STORM WATER BYPASS FOR EX 24" PIPE DURING CONSTRUCTION.
TRENCH EXCAVATION
PAY LIMIT 5' -0' MAXIMUM
SEE DETAIL FOR PAVEMENT PATCH
BACKFILL MATERIAL
WSDOT SECTION 9 -03.19 BANK RUN GRAVEL,
OR NATIVE MATERIAL IF IT MEETS SPECS.
/—PIPE ZONE MATERIAL
WSDOT 2006 SECTION 9- 03.12(3)
GRAVEL BACKFILL FOR PIPE ZONE BEDDING
—NEW UTILITY PIPE
EXCAVATION OF UNSUITABLE SOIL (IF NEEDED)
DEPTH AS APPROVED BY ENGINEER
BACKFILL WITH FOUNDATION MATERIAL MEETING
WSDOT SECTION 9 -13.6 QUARRY SPALLS
NOTES
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 95% MAXIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY.
C PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE
FLOW LINE IS MAINTAINED.
. -. CITY OF
RENTON
'®IRanning/Building/Public Works Dept.
D- 314601
UNION AVE NE / NE 5th CT
STORM SYSTEM REPAIR
IDI-
FINAL
6/18/10
_3 4
°
a
2" MIN.
6 "
}TMIN
a
°
SEE DETAIL FOR PAVEMENT PATCH
BACKFILL MATERIAL
WSDOT SECTION 9 -03.19 BANK RUN GRAVEL,
OR NATIVE MATERIAL IF IT MEETS SPECS.
/—PIPE ZONE MATERIAL
WSDOT 2006 SECTION 9- 03.12(3)
GRAVEL BACKFILL FOR PIPE ZONE BEDDING
—NEW UTILITY PIPE
EXCAVATION OF UNSUITABLE SOIL (IF NEEDED)
DEPTH AS APPROVED BY ENGINEER
BACKFILL WITH FOUNDATION MATERIAL MEETING
WSDOT SECTION 9 -13.6 QUARRY SPALLS
NOTES
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 95% MAXIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY.
C PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE
FLOW LINE IS MAINTAINED.
. -. CITY OF
RENTON
'®IRanning/Building/Public Works Dept.
D- 314601
UNION AVE NE / NE 5th CT
STORM SYSTEM REPAIR
IDI-
FINAL
6/18/10
_3 4