HomeMy WebLinkAboutSWP2703146.1T
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WETLAND TRACT
NO MACHINERY ALLOWED
ALL MACHINERY SHALL WORK
FROM TOP OF BANK
INSTALL NEW CB TYPE II
REBUILD SLOPE, SEE DETAI
EX 24" CMP
--,, EX CB - -
RIM EL=396.9
S 12"IE=393.65
N 12"IE=393.56
12"DI i
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U
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a 4_0 U
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x W x
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? dURIED PWI
WOOD FENCE
j REMOVE AS NEEDED, RESTORE
a
WOOD RAIL ___� IE�392.6���� v d� - RESTORE STOP BAR
FENCE APPX TOP STOP I N
OF SLOPE Ij ° TEL BO -
EX 12"PVC
IE-394 }-
EX. ROCKERY WALL
WOOD RAIL FENCE ---
EX CB
RIM EL=396.9
N 12"IE=395.75 ��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'
SSMH
RIM EL- 397.65 GENERAL NOTES:
IN IE- 389.12 A. THIS PLAN DEVELOPED FROM PLANS AND ELEVATIONS IN CITY FILES.
-OUT IE-389.02 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.
NOTE: EX FIBER OPTICS APPROX. C. TRENCH PATCH SHALL BE PER CITY STD PLAN 110
2' DEEP ENCASED IN CONCRETE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT.
D. SEE TRAFFIC CONTROL BID ITEM FOR WORK HOURS AND CONDITIONS.
- O
EX 8 PVC SS
EX 8"PVC -
- a a
-- --
- UT-
i�� FIR/OPTItS, LpC- �AF�P GV EX FIBEROPTIC LOC APPX -
--_ - _ \ .� REMOVE NEIGHBORHOOD SIGN
POWER POLE AND LANDSCAPING
RESTORE AFTER CONSTRUCTION
--
--- --_ EX 12"CI WM
12"CI WM
r� 2 POTHOLE
RESTORE CURB, GUTTER, SIDEWALK, 3 f TRAFFIC/PARKING LANE
INSTALL NEW SID ALK RAMP TYPE 2
ADJUST T FIT EX SIDEWALK
- - EX b GAS -
EX 6" GAS
REMOVE EX 24" CMP SD u') �-- TRAFFIC LANE UNION AV
0
INSTALL NEW 24" SD
EX 24"CMP SD —� EX 24"CMP SD TRAFFIC LANE —►
EX SDMH
RIM EL=399.1
)6" WM TRAFFIC/PARKING LANE
CAUTION: POSSIBLE BURIED CABLE AND
FIBER OPTICS IN WEST HALF OF STREET
E NE
W
z
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
- - - -- ..............:
........... TE E., CABtE..?...-
-----...- -- -
- --- .RIM EL..... ---------------_---------
------------------------_---------
- ..........
....... ---- --------....._...............
...
REBUILD SLOPE 2H:1V (MIN)
LOC UNK
N 24"CMP EE 391.6
ADJUST TO FIT LOCATION, SEE DETAIL=
E 24"CMP IE 391.6
NEW E 24" IE=391.6
FIBER OPTIC f 4' DEEP
S 24"CMP IE 391.6
CONC. ENCASED
6" GAS
T
4oa
------.._ CB..TYPE .11..48'..AND..OVERFLOW GRATE _----... ..--
.....:..........
12"W..
.......DEPTH APPX
........
........ -. ................. ........
..
_..._........ ....... -
_ .... _
SEE DETAIL, REVIEW LOCATION WITH
!__ __-
DEPTH
APPX
- -
CITY POTHOLE RESULTS
:- 8/7/09
CITY BEFORE PLACING CB
SDMH 24"
IE
391.59
°
CULVERT 24" INLET IE
392.6
'
o�
GAS 6" TOP
EL
-395.1
3g5-----------
DEBRIC -BARRIER-II SEE DETAIL ---
_ -- ..
.......:.................... -_
..
-- ----- - _-------
-
- --
R 12" _ DIP
---
-WBER�'OPTIc coNc
.52
BAN 39roP 39�:�6
_..... ....
-� -395-
....
BOTTOM 396.45
MATCH EX CULVERT
390
IEN392.6
_ ... .....
-
POTHOLE
_
-
.. ......
........ 390 .. _
o 2
EX 24" :CMP
IE-392.6
8"SS
Est
IE=389.25 REMOVE EX 24"CMP,
INSTALL
60 LF 24"CPEP
O 0.017 FT/FT
ADJUST LENGTH:AS
NEEDED
RECOMMENDED
FOR APPROVAL
BY DANIEL CAREY 6/29/10
BY
0
CONSTRUCTION NOTES:
10 REMOVE EX SD PIPE, ENLARGE OPENING AS NEEDED FOR NEW PIPE.
O2 POTHOLE TO IDENTIFY UTILITY DEPTH, POTENTIAL CONFLICTS.
O 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.
TYPICAL TRENCH BEDDING AND BACKI= ILL (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 14601 FINAL
DATE.
SURVEYED: SCALE:
VERTICAL- NAVE) 1988 6/ 1 8/ 1 0
HORIZONTAL: NAD 1983/1991 �►
DESIGNEDDWC As Noted _� ��- CITY OF
UNION AVE NE / NE 5th CT FIELDBOOK:
DRAWN: � RENT 0 N PE.
ONE INCH DATUM
�Wc STORM SYSTEM REPAIR DRAWING NO:
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
RJS, DWC IF NOT ONE INCH
N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: - OF: 4
RJS
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