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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
N
w
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M
[\
3/4" DIA. SMOOTH BARS WITH ENDS NOTES:
N
WELDED TO BAR FRAME 1. CMP end – section
CL
(or CPEP smooth wall interior)
2. All steel parts must be galvanized
T and asphalt coated (Treatment 1
:n
I or better). OF
PLAN VIEW
CATCH BASIN TYPE II, 48" BASE SECTION
REBUILD DISTURBED SLOPE 2H:1V (MIN)
TOP OF SLOPE
OVERFLOW GRATE per STD. PLAN 234.30
TAPER TO BLEND INTO EXISTING SLOPE
EL 398
OR EQUIVALENT
SURFACE WITH 6 TO 8 INCHES OF QUARRY SPALLS
//
2 "X5" ANCHOR STRIPS WELDED TO 3/4" DIA. BAR –FRAME
REVIEW CB LOCATION WITH CITY BEFORE
(4 PLACES) SPACED UNIFORMLY, FASTEN WITH 1/2" GALV.
PLACING. ADJUST LOCATION AS NEEDED
OR NON– CORROSIVE BOLTS & NUTS.
TO FIT EX. SLOPE.
PIPE COUPLING
OR JOINT (CPEP)
V MIN 3/4" DIA. 4" O.C. BAR
BAR –FRAME SPACING
1
o Q1
o
DEBRIS BARRIER – II
CPEP END SECTION, SEE DETAIL
BEVELED PIPE END VIEW
END SECTION 3 " -5" FOR 18° DIA.
MATCH EX. CULVERT IE o
NEW 24 °CPEP
5 " -8" FOR 24" DIA.
APPX 392.6
SIDE VIEW 7"-9" FOR 30" DIA. AND GREATER
12 "MIN.
PIPE ZONE MATERIAL PER TRENCH BEDDING DETAIL �_""�
_..
IE APPX 392.5
QUARRY SPALL FOUNDATION, IF NEEDED
-� (0.10' LOWER THAN
CULVERT IE)
((�
DEBRIS BARRIER -BASED ON STD PLAN 223.10 (NTS)
CULVERT END AND CB
GRATE
(NTS)
6.5 MIN
–.�{
MIN I MIN rMIN MIN MIN
//. 2" GRIND OR SAWCUT AND REMOVE,
2" HMA CLASS 1/2"-----
SEAL WITH AR -4000W
OR ACP CLASS B
°o o °o °o 000 °o °o o °o °o °o °o 0
°oa °o °o °o °o
HMA OR ACP CLASS B 6" CRUSHED SURFACING TOP COURSE
SEE BELOW FOR COMPACT TO 95% MODIFIED PROCTOR
MINIMUM STANDARDS*
BACKFILL MATERIAL
CRUSHED SURFACE TOP COURSE,
OR AS REQUIRED BY ENGINEER,
COMPACT TO 95% MOD. PROCTOR
Lo
PIPE ZONE BEDDING PER
WSDOT STANDARD SPECIFICATIONS
FOR TYPE OF PIPE,
OR AS REQUIRED BY ENGINEER
*MINIMUM STANDARDS SHALL BE:
PRINCIPAL /MINOR /COLLECTOR, ARTERIAL
AND INDUSTRIAL ACCESS STREETS – 6" HMA OR ACP CLASS `B'
RESIDENTIAL ACCESS STREETS – 2" HMA OR ACP CLASS 'B'
THICKNESS SHALL NOT BE LESS THAN EXISTING PAVEMENT SECTION
TYPICAL TRANSVERSE PATCH FOR
FLEXIBLE PAVEMENT BASED ON STD PLAN 110 (NTS)
J.
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RECOMMENDED
FOR APPROVAL
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As Noted PL a�
CITY OF
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•�.• nvc
UNION AVE NE / O�v—
6/18/10
nIC nommx,
BY DANIEL CAREY 6/29/10
oINAE�N
RENTON
,z.,�.�.
PME
Dwc
STORM
SYSTEM REPAIR„
BY � 9���7v « -�
`auS, DWC
�,,,I__,� DATUM
"TI ""'- I Planning /Building
/Public Works Dept.
DETAILS
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NO.
REVISION BY DATE APPR
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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 '
I
4
a
EX CB
RIM EL
S 12'1
N 12'1
�� N
c U
LL
00 LO
w W
z
PGV--
tGV
F.1
EX CB
RIM EL =396.9
N 12 "IE= 395.75
LS4UT Ix SMH
IM EL= 397.65
IE= 389.12
IE= 389.02
a
_.....111111110- N -®
0' 10'
SCALE: 1 "= 10'
NOTE: EX FIBER OPTICS APPROX.
CA TV _ a � 2' DEEP ENCASED IN CONCRETE
EX 8 "PVC SS
Row
a o
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
LO
z
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
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
a
NG.
4
"�E:
° 4
a °
1
0
2" MIN.
O
6 "MIN
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DWC
a
w+nwxc na
3
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.
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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BY
DATE
APPR
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EX CB I - EX CB
RIM EL= 96.9 RIM EL =396.9
S 12 "IE= 93.65
EX
12 "PVC N 12 "IE= 93.56 N 12 °IE= 395.75
IE «394 12 "DI _ .._.
EX. ROCKERY WALL U) 0' 10'
WOOD RAIL FENCE -� u
4" PVC Drain ate_
X IX I SCALE: 1 10'
From Rockery 00 � l,n °�
SSMH
24" IE =392.5 w z IW ! RIM EL= 397.65
- -- p IN IE= 389.12
Y UT IE =389.02
INSTALL NEW CS TYPE II I'�Y
REBUILD SLOPE, SEE DETAIL -- 1"1" I'. -
r rrr °
Removed, Reinstalled Ir
Sign, Fence. rr
WOOD RAIL Relocd Plants rC" STOP , 1 N
=ENCE APEX TOP Y"r 0 .TEL BO
OF SLOPE CATV _
8 "PVC SS
— EX 8 "PVC SS__- -__ --
-
___ -.
u b OGV
41 = i r °
`X FIBER,OPT� rG Fl� px 1 GV I EX FIB OPTIC IOC APPX 4
_ i \ New °
POWER POLE _4_ – 12" Valve — —
EX 12 "CI WM EX 12 "CI WM
LJ
Deadman Block
Deodman Block PARKING LANE
SIN ckled to Temp BND P, AJ, p Cap CUT _Z 1 Shackled to Valve
-- ! — –
EX 6" GAS - �X 6" GAS 1 — —
Relocated Service Line T
REMOVE EX 24" CMP SO Relocated 12" WM above new 24" SO --a- TRAFFIC LANE UNION AVE NE
INSTALL NEW 24" SO with 45' ELs, Megalug fittings
EX 24 "CMP SID EX 24 "CMP SO TRAFFIC LANE --- 0-
EX SDMH
o RIM EL =399.1
EX 36" WM PARKING LANE
EOP
}---------------° R W
z
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:
1r REMOVE EX SO PIPE, ENLARGE OPENING AS NEEDED FOR NEW PIPE.
2O POTHOLE TO IDENTIFY UTILITY DEPTH, POTENTIAL CONFLICTS.
r3 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.
O PROVIDE TEMP STORM WATER BYPASS FOR EX 24" PIPE DURING CONSTRUCTION.
PROFILE ALONG NEW PIPE LINE SCALE HORIZ: 1"= 10'
\ /ART• 1 "- G' 12" WM RELOCATION (TYPICAL) (NTS>
RECOMMENDED
FOR APPROVAL
By DANIEL CAREY 6/29/10
BY
New Corp Stop
Water Service to
Residence on West
Side of Union Ave 2" GAS Line
Relocated 12" W
I n
711� 0
New 24" SO
CONIC DEADMAN
NEW 12 "VALVE
45 ELs SHACKLED TO DEADMAN
With Megalugs 45 ELs
With Megalugs
PGS IM /<
hti of WAS "'� AS -BUILT SURVEY BY:
D 314604
Michael R Dewitt PLS #36795
ORIGINAL PLAN STAMPED
AND SIGNED 6/30/10
BY: RONALD J. STRAKA
PE# 29727
EXPIRES 10/16/11
—BUILT INFO, ADDED 12'W RELOCATION DWC 112/8/101 DWC I sumavm: sc
OLD INFO, OLD CONSTR. NOTES, CLEANED UP DUJNG. I As Noted
__ onAwFl:
DWC
CNECI( @. aI
SGIE
RJS, DWC AT NLL it xm ox[ ixcx
NO. REVISION BY DATE APPR ^aP""m'm sc.� ncmxwxciv
RJS
Redline Plans Stamped on 10/5/2010
}= CITY OF
.0 R EN TON UNION AVE NE / NE 5th CT
STORM SYSTEM REPAIR
Planning /Building /Public Works Dept. 12" W RELOCATION
a,:10- 7314604 =1
3 1
10-21-10
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N
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M
I
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CL
.1�
3/4" DIA. SMOOTH BARS WITH ENDS
WELDED TO BAR FRAME
T
EF
I
PLAN VIEW
PIPE COUPLING
OR JOINT (CPEP)
NOTES:
1. CMP end— section
(or CPEP smooth wall interior)
2. All steel parts must be galvanized
and asphalt coated (Treatment 1
or better).
2 "X5" ANCHOR STRIPS WELDED TO 3/4" DIA. BAR —FRAME
(4 PLACES) SPACED UNIFORMLY, FASTEN WITH 1/2" GALV.
OR NON— CORROSIVE BOLTS & NUTS.
t' MIN 3/4" DIA. 4" O.C. BAR
BAR —FRAME SPACING
T ° 0
1 r
I_ 3 "
BEVELED PIPE
END SECTION ( —5" FOR 18" DIA. END VIEW
5 " -8" FOR 24" DIA.
SIDE VIEW 7"-9" FOR 30" DIA. AND GREATER
DEBRIS BARRIER — BASED ON STD PLAN 223.10
2" HMA CLASS 1/2"
OR ACE CLASS B
HMA OR ACP CLASS B
SEE BELOW FOR
MINIMUM STANDARDS*
6.5' MIN.
1' 1' 2.5' 1 T MIN MIN r MIN MIN
2" GRIND OR SAWCUT AND REMOVE,
SEAL WITH AR -4000W
6" CRUSHED SURFACING TOP COURSE
COMPACT TO 95% MODIFIED PROCTOR
*MINIMUM STANDARDS SHALL BE:
PRINCIPAL /MINOR /COLLECTOR, ARTERIAL
AND INDUSTRIAL ACCESS STREETS — 6" HMA OR ACP CLASS 'B'
RESIDENTIAL ACCESS STREETS — 2" HMA OR ACP CLASS 'B'
THICKNESS SHALL NOT BE LESS THAN EXISTING PAVEMENT SECTION
TYPICAL TRANSVERSE
FLEXIBLE PAVEMENT
BACKFILL MATERIAL
CRUSHED SURFACE TOP COURSE,
OR AS REQUIRED BY ENGINEER,
COMPACT TO 95% MOD. PROCTOR
PIPE ZONE BEDDING PER
WSDOT STANDARD SPECIFICATIONS
FOR TYPE OF PIPE,
OR AS REQUIRED BY ENGINEER
PATCH FOR
BASED ON STD PLAN 110 (NTS)
RECOMMENDED
FOR APPROVAL
BY DANIEL CAREY 6/29/10
BY
CATCH BASIN TYPE II, 48" BASE SECTION
OVERFLOW GRATE per STD. PLAN 234.30
OR EQUIVALENT
REVIEW CB LOCATION WITH CITY BEFORE
PLACING. ADJUST LOCATION AS NEEDED
TO FIT EX. SLOPE.
O
395.80 - ->
DEBRIS BARRIER — II
CPEP END SECTION, SEE DETAIL
MATCH EX. CULVERT IE
APPX -3+2.Cr —�
392.5
REBUILD DISTURBED SLOPE 2H:1V (MIN)
TAPER TO BLEND INTO EXISTING SLOPE
SURFACE WITH 6 TO 8 INCHES OF QUARRY SPALLS
O
< -- 392.35
12 "MIN.
PIPE ZONE MATERIAL PER TRENCH BEDDING DETAIL �_� --
QUARRY SPALL FOUNDATION, IF NEEDED
CULVERT END AND CB GRATE
NEW 24 "CPEP
TOP OF SLOPE
— EL 398
IF APPX 3 9x2- 5-392.30
(0.10' LOWER THAN CULVERT IE)
.......�PC..IM
14, aF WAey yc
s
0
q
RfGISTERF'��2 sDmrED: scue
, N 1 ADDED AS —BUILT INFO, DWC 12/8/10 DWC Havaol�urw Nn ±s'eDiaa,
AL REMOVED OLD INFO, OLD CONSTR. NOTES, CLEANED UP DRAVI NG. MON. As Noted
ORIGINAL PLAN STAMPED DWC
Daw:
AND SIGNED 6/30/10 DWC oNE ,NCH DATUM
BY: RONALD J. STRAKA a.—ECM: nr Fva Sca>:
PE/% 29727 RJS, DWC IF NOT ONE INCH
EXPIRES 10/16/11 NO. REVISION BY DATE APPR PPE JS scuE aCCDNCH.,
D=3 14605 Michael SURVEY BY: AS -BUILT
Michael R. Dewitt, PLS #36795,
Redline Plans Stamped on 10/5/2010
CITY OF
RENTON
Planning /Building /Public Works Dept.
(2&: DR ,?f 05
NE 5 th G T
UNION AVE NE
STORM SYSTEM REPAIR
DETAILS
DI-
10 -21
-10
F..W
Z
D... NO
5
SHM.
OF.
-
5
246