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WETLAND TRACT
NO MACHINERY ALLOWED
ALL MACHINERY SHALL WORK
FROM TOP OF BANK
24" IE =392.5
EX 12 "PVC
IE -394
EX. ROCKERY WALL
WOOD RAIL FENCE —�
4" PVC Drain
From Rockery —�
INSTALL NEW CB TYPE II
REBUILD SLOPE, SEE DETAIL —
Removed, Reinstalled
�,. Sign, Fence.
wCOD RAIL HD Relocd Plants —
FENCE APPX TOP
OF SLOPE
EX 8
_IBER,OPT
-- �n POWER POLE O --
EX '2 C " WNI
RESTORE CURB, GUTTER, SIDEWALK, 3
INSTALL NEW SID ALK RAMP TYPE 2 � ABND 8 "W,N_;.:
ADJUST T FIT EX SIDEWALK CUT
EX 6"- GAS
REMOVE EX 24" CMP SD
INSTALL NEW 24" SO
_ EX 24 "CMP SD ' - -®
EX 36 " WM
EOP '
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EX CB
RIM EL
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EX CB
RIM EL =396.9
N 12 "IE= 395.75
LS4UT Ix SMH
IM EL= 397.65
IE= 389.12
IE= 389.02
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0' 10'
SCALE: 1 "= 10'
NOTE: EX FIBER OPTICS APPROX.
CA TV _ a � 2' DEEP ENCASED IN CONCRETE
EX 8 "PVC SS
Row
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a
—EX FIB= OPTIC i_OC APEX a
4 EX 12 "CI WM
PARKING LANE
S — Z
EX 6" GAS
L'Relocated 2" WM !— TRAFFIC LANE UNION AVE NE
EX 24 "CMP SO TRAFFIC FLANE —0-
EX SDMH 1
RIM EL =399.1
PARKING LANE
CAUTION: POSSIBLE BURIED CABLE AND
J
FIBER \OPTICS IN WEST HALF OF STREET
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RECOMMENDED
FOR APPROVAL
BY DANIEL CAREY 6/29/10
BY
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.
O2 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.
TYPICAL TRENCH BEDDING AND BACKFILL (NTS)
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.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE
FLOW LINE IS MAINTAINED.
(.-'
of ®W ^SN D 314 6 0 3 AS -BUILT SURVEY BY: AS —BUILT
Michael R. Dewitt, PLS #36795,
z R dl' ans am e PI St d 10/5/2010
ORIGINAL PLAN STAMPED
AND SIGNED 6/30/10
BY: RONALD J. STRAKA
PE# 29727
EXPIRES 10/16/11
e me p on
1
ADDED AS —BUILT INFO, ADDED 12'W RELOCATION
DWC
12/8/10
a a °
50REOi
p 4
mmcu_x�w,e
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DATUM
:; CITY OF
RENTON
Planning /Building /Public Works Dept.
UNION AVE NE / NE 5th CT
STORM SYSTEM REPAIR
O
10 -21 -10
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2" MIN.
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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.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE
FLOW LINE IS MAINTAINED.
(.-'
of ®W ^SN D 314 6 0 3 AS -BUILT SURVEY BY: AS —BUILT
Michael R. Dewitt, PLS #36795,
z R dl' ans am e PI St d 10/5/2010
ORIGINAL PLAN STAMPED
AND SIGNED 6/30/10
BY: RONALD J. STRAKA
PE# 29727
EXPIRES 10/16/11
e me p on
1
ADDED AS —BUILT INFO, ADDED 12'W RELOCATION
DWC
12/8/10
DWC
50REOi
u.�.
As Noted
mmcu_x�w,e
xax¢oxrw xm rees %+se+
DATUM
:; CITY OF
RENTON
Planning /Building /Public Works Dept.
UNION AVE NE / NE 5th CT
STORM SYSTEM REPAIR
O
10 -21 -10
REMOVED OLD INFO, OLD CONSTR. NOTES, CLEANED UP DRA
NG.
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REVISION
BY
DATE
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