HomeMy WebLinkAboutSWP2703146.3- _ - RIM EL-:5
EX CB
96.9 EX CB
RIM EL=396.9
EX 12"PVC - S 12"IE=393.65 � N 12"IE=395.75
IE-394 N 12"IE=393.56 12"DI
EX. ROCK- WALL ° a
WOOD RAIL FENCE
WETLAND TRACT 4" PVC Drain 4-a
NO MACHINERY ALLOWED From Rockery - LO
ALL MACHINERY SHALL WORK` a W SSMH
FROM TOP OF BANK
24" IE-392.5 ° � RIM E�-.59 %.65
z
� IN IE389.12
-----.Q U T I E 3 8 9.0 2
INSTALL NEW CB TYPE II r`r
REBUILD SLOPE, SEE DETAIL---- rr r, _
r rt'
Removed Reinstalled '`tl` r"
a
�- Sign, Fence.
r`r� -
HOA Relocd Plants STOP I
FENCE APPX TOP - 'h`r",
OF SLOPE ° TEL BO CATU - 4
FX 8"PVC SS
;< �„PVC S
N CALL 48 HOURS BEFORE YOU DIG
-- - - - 1-800-424-5555
0, 10' EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
SCALE: 1 "= 10'
NOTE: EX FIBER OPTICS APPROX.
2' DEEP ENCASED IN CONCRETE
uC -
a -,
- -_ -
� EX 1 2"CI WM
RESTORE CURB, GUTTER, SIDEWALK, 3 PARKING LANE
INSTALL NEW SIDE ALK RAMP TYPE 2 �D 8"W,
ADJUST T FIT EX SIDEWALK U
- - - - - ___E7 6" 7A_S
Relocated 1 2" WM TRAFFIC LAf. UNION AVE N E
REMOVE EX 24 CMP SID See Sheet 4
INSTALL NEW 24" SID
EX 24"CMP SD -� EX 24"CMP SD _ TRAFFIC LANE -0-
EX SDMH t
RIM EL=399.1
- , RKING LANE
CAUTION: POSSIBLE BURIED CABLE AND
FIBER OPTICS IN WEST HALF OF STREET
RCW
PROFILE ALONG NEW PIPE LINE
SCALE HORIZ: 1
"= 10'
.............. .........
............................. _ - - - _ - - - -
VERT: 1
_ _............................................................
"= 5'
....._...
..- - - -
REMOVE WOOD FENCE AND NEIGHBORHOOD :SIGN
NEIGHBORHOOD SIGN
STORE, RESTORE AFTER CONSTRUCTION
/ Location Ap:px
/ EX SDMH
:... :..........
:PWR, TELE, CABLE ?... RIM. EL 3.9:9,.1...........
:............. :.....
-
REBUILD SLOPE 2H:1V (MIN)
..
LOC UNK N 24"CMP I.E 391.6
...................
............. ............
ADJUST TO FIT LOCATION,. SEE DETAIL :
FIBER OPTIC f 4' DEEP "
NEW E 24" IE=391.6
CONC. Cover, S 24"CMP IE 391.6
Conduits Below Conc.
6" GAS
400
...C.B.. TYPE .11 .48''. AND OVERFLOW.. GRATE ...
12"W .:.......DEPTH..APPX ................
_ _ :.....
_ ......400
SEE DETAIL, REVIEW LOCATION WITH
:_ -- -
_ DEPTH APPX
- -
CITY POTHOLE RESULTS
- 8/7/09
CITY BEFORE PLACING CB
--
- -
ABND 8"W
-
SDMH 24"
IE
391.59
Ril
°
Cut, Capped
CULVERT 24"
INLET IE
1392.E
0. 000
GAS 6" TOP
EL
:395.1
3.9� _
DEBRIC BARRIER-11 SEE .DETAIL.....:...
_... _ .... WATER 12" DIP EL
'OPTIC .BANK
: 394.52
-.
- -- - __ -r- 0
FIBER
CONIC
TOP 397.8E-
n
BOTTOM 396.45
I:I
MATCH EX CULVERT
IE�-39 6
012"W 10" into SD,....:.... O
Aga
.............. - - .....
.. was new . ..
_
............
_
390 -
392.5 O
1
..
O : Relocated above new SD w/45. Bends
N 9
8 5S
NEW CB
RIM EL=395.80 Est
IE=389.25 REMOVE EX 24"CMP, INSTALL
IN IE=392.35
60 LF 24"CPEP @ 0.017 FT/FT
OUT IE=392.30
- �AA A = ADJUST LENGTH AS NEEDED
RECOMMENDED
FOR APPROVAL
BY DANIEL CAREY 6/29/10
BY
o
z
,\ xxxxx �.
O� ' b/STokF,\�F..
ORIGINAL PLAN STAMPED
AND SIGNED 6/30/10
BY: RONALD J. STRAKA
PE# 29727
EXPIRES 10/16/11
1 ADDED AS -BUILT INFO, ADDED 12'W RELOCATION DWC 12/8/10 DWC SURVEYED:
REMOVED OLD INFO, OLD CONSTR. NOTES, CLEANED UP DRAVANG. DESIGNED:
DWC
DRAWN:
DWC
CHECKED:
RJS, DWC
N0. REVISION BY DATE APPR APPROVED:
RJS
SCALE:
As Noted
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
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:
10 REMOVE EX SD PIPE, ENLARGE OPENING AS NEEDED FOR NEW PIPE.
U POTHOLE TO IDENTIFY UTILITY DEPTH, POTENTIAL CONFLICTS.
U 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.
D=3 14603
R CITY 0E
RENTON
Planning/Building/Public Works Dept.
AS -BUILT SURVEY BY:
Michael R. Dewitt, PLS #36795, AS -BUILT
Redline Plans Stamped on 10/5/2010
10-21-10
UNION AVE NE / NE 5th CT FELDBOOK:
PAGE:
STORM SYSTEM REPAIR DRAWING NO:
3
SHEET: OF:
- 5
D-3146