HomeMy WebLinkAboutWTR2703131.5SECTION 3, TOWNSHIP 21 N., RANGE 4 E., W.M.
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ALL'W.M.'S IN 134TH WIDkNING AREA
TO BE VERIFIED AS TO H 20 BOX/LID
OR RELOCATED TO BEHIND NEW E GE
OF PAVEMENT (COORDINA W/INS EQTOR)
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SEE DETAIL, SHT. 9 F 217- --__ -04� RT.
NEW F.H. AS .� R/W DEDICATI_ Oil
275. LF 8" PVC 20f, -�
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<. 1 - NEW 5-1/4" M.V.O. F.H. ASSY.
KING COUNTY
PAN....... ..�.. -"....CITY OF RENTON
SCALE: 1 = 20'
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29-1 LF 8" PVC
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SS 0 14.-98% /3. sG '7o
GRAPHIC SCALE
20 0 10 20 40
/REM&E 202.0± LF EX. 8"
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W. AND INSTALL 236.0f LF
8 s
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STA. 4+17.44; LT./o-7 ' ( IN FEET )
SSMH NO. 3, 48" 1 inch = 20 ft.
RIM = 209.9,3/Z
SEE ATER CONNECTION
I.E. = 29`I-f2 (IN)201.37
DE LS, SFIE& 9
I.E. = 2-0 (OUT) (OUT) ZO/-27
STA. 3+86 Z, 4-:2 2' LT./4•y
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SHALLOW TYPE 'B'
RIM = 204.34Z8
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I.E. _ 499`,955 (IN)/99•4,0
I.E. _ . a (OUT)1".5-8
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SPECIAL CONDITIONS (FOR SPU UTILITY PERMIT CROSSING):
1. PRIOR TO ANY DIGGING ONE -CALL MUST BE CALLED TO LOCATE
UNDERGROUND UTILITIES. IN ADDITION TO ONE CALL, CONTACT LES
/
NELSON, SPU WATER ENGINEERING AT 206-684-5919 TO COORDINATE
THE LOCATION OF THE EXISTING CATHODIC PROTECTION SYSTEM IN THE
AREA.
2. AT LEAST 14 DAYS BEFORE CONSTRUCTION. AND/OR THE PRE -
CONSTRUCTION MEETING, THE FOLLOWING SPU PERSONNEL SHALL BE
-
CONTACTED SO THAT THEY MAY BE INCLUDED IN THE ATTENDING OF
THE PRE -CONSTRUCTION MEETING AND MAKE ARRANGEMENTS TO BE
ON -SITE:
TONY WHITE OR SANDY GRAY AT 425-255-2242, SPU LAKE YOUNGS
OPERATIONS
N
LES NELSON AT 206-684-5919, SPU WATER ENGINEERING
3. APPROVAL FOR PERMITTEE TO PROCEED WITH ANY CONSTRUCTION
AND/OR IMPROVEMENTS SHALL BE IN THE FORM OF A "NOTICE TO
PROCEED".
4. THE PERMITTEE IS RESPONSIBLE FOR LIMITING USE OFTHE R/
INA �7/
-_THE
TO THOSE APPROVED IN THE PERMIT. ALL WORK TO BE PROSECUTED
WITH DILIGENCE, AND WITH DUE RESPECT TO ALL PROPERTY,
CONTRACTS, PERSONS, RIGHTS AND THE INTERESTS AND CONVENIENCE
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SCALE: 1" = 20' (H.), 1„ = 5' (V.)
UNDERGROUND PIPE LOCA'RON B,ARW ON SURFACE F&JURM ACI (T&
LA)CMON MAY VARY.,
I CONFIRM TIitA7P THE LQCAIIoNs, ELEVATIONS, DEp7u% AND AS-BUa,'>1'
COMMENTS REF4.Ii(.MO MATERIALS ACTUALLY USED DURING
CONSTRUCT'10N, ACCURATELY RF.F XZB MSTTIM FIELD CONDT ONO AS
DETBRM ED, 'Y R ER MY DIRECT SUPERVISION ON TMS
DATE;
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date -x ro
Date
_!N>� Date 0
OF THE PUBL C. ALL WORK SHALL BE COMPLETED BY END_OF THE
MONTH 1 YEAR FROM THE SIGNATURE _DATE_BY THE CITY
5. THE SEWER CROSSING MATERIALS SHALL_ CONSIST OF THE FOLLOWING:
A. SEWER PIPE MUST BE MADE OF MATERIAL CONFORMING TO TABLE C1
4 OF THE CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK), 1998
(HTTP //WWW.ECY.WA.GOV BIBL199837.HTML).
B. SEWER PIPE MUST BE ENCASED IN STEEL AND SHALL CONSIST OF
WELDED JOINTS ACROSS THE ENTIRE ROW.
C. COATING FOR A STEEL CASING SHALL BE A BONDED POLYURETHANE,
_fie EPDXY OR EQUIVALENT.
00 5. CATHODIC_ PROTECTION DEVICES AND TEST STATIONS ARE REQUIRED
WITHIN THE CRPL R/W. THESE DEVICES AND TEST STATIONS SHALL BE
INSTALLED TO CONFORM WITH CITY OF _SEATTLE_ STANDARD PLANS_
##363 AND ##36Q INCLUDING CONNECTIONS TO CRPL # 1 (THE MIDDLE
--- - PIPELINE), AND TO THE STEEL CASING ABOVE PIPELINE #1 AND ALSO
AT THE SOUTH EDGE OF THE CRPL R/W. THESE TEST STATIONS SHALL
INCLUDE 5# ZINC REF CELLS AT EACH CONNECTION POINT AND WIRING
TO THE TEST STATION, ALL PER SPU STANDARDS. ANY TECHNICAL
QUESTIONS REGARDING THE CATHODIC PROTECTION STATIONS SHALL BE
- DIRECTED TO LES NELSON AT 206-684-5919.
J 6. THE TEST STATION(S) BEING INSTALLED WILL BE AVAILABLE AT ALL
�j TIMES TO CITY PERSONNEL FOR STRAY CURRENT TESTING PURPOSES.
7. PERMITTEE AGREES THAT DURING ANY CONSTRUCTION, OPERATION OR
_ MAINTENANCE OF THE PERMITTEE'S FACILITIES NO HEAVY EQUIPMENT IN
EXCESS OF H-20 LOADING SHALL BE MOVED ACROSS OR WITHIN 10
FEET THE CITY'S WATER TRANSMISSION PIPELINES WITHOUT THE PRIOR
APPROVAL OF THE CITY.
8. ALL CONSTRUCTION AND RELATED ACTIVITIES WITHIN THE CITY'S CRPL
R/W ARE SUBJECT TO THE DIRECTION AND APPROVAL OF THE ON -SITE
CITY INSPECTOR.
9. THE CITY RESERVES THE RIGHT TO _STOP WORK OR MODIFY THE
METHOD OF CONSTRUCTION OR DESIGN IF NECESSARY TO PROTECT
31+10.19, 11.00' LT. THE CITY'S FACILITIES.
NO Z, 6(1"
LLOW TYPE �B' 10. THE CITY AND THE PERMITTEE MAY MAKE FIELD CHANGES OR
= 204:3fZ� MODIFICATIONS TO THE PLANNED CONSTRUCTION OF THE FACILITIES BY
t99_8�. (IN)I9q.Gg MUTUAL AGREEMENT OF THE CITY'S INSPECTOR AND THE PERMITTEE'S
= 18A (OUT)j99 sg AUTHORIZED REPRESENTATIVE. SUCH CHANGES SHALL BE NOTED AND
INITIALED ON THE PLANS AND DOCUMENTED IN THE AS -BUILT
-� ---- DRAWINGS.
11. THE PERMITTEE AGREES TO LEAVE THE PREMISES IN A SAFE, ORDERLY,
FIT AND SANITARY CONDITION AFTER CONSTRUCTION AND AFTER
o TERMINATION OF THIS PERMIT.
N
-- --- - - 12. WITHIN 30 DAYS OF COMPLETION 0_F THE CONSTRUCTION AND/OR
0 IMPROVEMENTS, PLANS SHALL BE PREPARED BY PERMITTEE, AND
PLACED ON FILE WITH THE CITY, SHOWING THE INSTALLATION AS
CONSTRUCTED.
13. THE PERMITTEE SHALL NOT ALLOW ANY_ EROSION, EXCAVATION RUNOFF,
- - --- POLLUTION, SILTATION OR TURBIDITY FROM ITS ACTIVITIES TO
ADVERSELY AFFECT THE CITY'S RIGHT OF WAY OR THE SURROUNDING
ENVIRONMENT.
RECOMMENDED
FOR APPROVAL
BY
BY
BY
DALEY-MORROW-POBLETE, INC.
726 AUBURN WAY N.
AUBURN, WASHINGTON 98002
PHONE: 253-333-2200, FAX: 253-333-2206
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1TIp-
G�e�ENGINEERING SURVEYING
DNA L ® D LAND PLANNING
incorporated
EXPIRES 9 JAN 2006
STAMP NOT VALID UNLESS SIGNED N DATED
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