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KING COUNTY WETLAND
= AND STREAM BUFFER
LIMITS
APPROX LOCATION OF APPROX LOCATION
CENTURY LINK TELEPHONE OF CENTURY LINK
,� 7� EXIST POLES AND REROUTED 264-TA HANDHOLE I
r-11.25° VERT/HORZ BEND —1125' VERT BEND TELEPHONE LINE -� G,
STA 4+41 i STA 4+05 TELEPHONE POLE ABANDONED Oil
APPROX LOCATION �P#3 EXIST ��� TELEPHONE LINE -- 0 �
OF CENTURY LINK m P
10' CONSTRUCTION 635D-10.3R/ LIMITS OF 2" G CP#-i
4" PVC CONDUIT N=178036.852
EASEMENT (TYP) E=1316612.612 CONSTRUCTION BURIED 635D-10,7R/C %
6» i I � N=178210.086
14 / ELEV=390.63 (TYP) E=1316601.979 B
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SCALE: 1" = 20'
FILE: 8235C00-C-100
L
424 LF - - - - - - -- - +I k
15" SS @ 0.010
CENTURY LINK 4" PVC CONDUIT
NOT SHOWN ON PROFILE, SEE
DETAILS 5 & 6 ON C-08 FOR
APPROX LOCATION IN TRENCH
15" PVC SDR 35
- APPROXIMATE EXIST GRADE
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STA 0+97±
EX 30" SD
EXISTING CONIC i I IE 390.7±
ENCASEMENT--`
PIPE TRENCH CONIC MANHOLE 1
9P015 CUT-OFF WALL CHANNELING C-07
TYP (TYP 2)
6 BACKFILL:
C-08 NATIVE STREAMBED MATERIAL
GENERAL NOTES:
C200 ITRACING WIRE
A.
LIMIT PVC JOINT DEFLECTION TO A MAX OF HALF MFR'S
TYP STATION
RECOMMENDED JOINT DEFLECTION.
S i ORMVVA i ER
B.
PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR
I DETENTION
PROTECTED AT THE END OF EACH WORK DAY.
POND
C.
RECORD DRAWING LOCATION OF SEWER MAIN AS SHOWN
IS NOT SUFFICIENT TO LOCATE THROUGH PARK. FIELD
LOCATE WITH TRACER WIRE.
1 �
j' c-o7
KEY NOTES:
MANHOLE
CHANNELING
18CONTRACTOR
FILL WITH SAND APPROX 9 CY PER MH.
2
TO VERIFY DEPTH BY POTHOLE PRIOR TO
z-- EXIST 60" 0 MH 5314 079
COMMENCING CONSTRUCTION.
STA 0+75.77
C
O
CORE DRILL AND CONNECT NEW SANITARY SEWER PIPING
—
WITH KOR-N-SEAL BOOT WITH SST CONNECTOR, OR EQUAL.
REMOVE MH CONE TO FACILITATE CONSTRUCTION
ACTIVITIES AS REQD. REINSTALL TO MATCH EXISTING.
SEAL WATER TIGHT.
EXIST
5O CHANNEL WITH FAST SETTING CONCRETE. PER CITY STD
PLAN 400.1.
3 4 o ` 12"
W
DIP O INSTALL HYDROPHILIC WATERSTOP HORIZONTALLY
jt! - it=331.35 AROUND INSIDE FACE OF EXIST MH. MIN 6" BELOW INV OF
30=CPEP CHANNEL, MC-2010MN BY ADEKA, HYDROTITE CJ-0725-3K BY
! I, EXIST GREENSTREAK. OR EQUAL. ADHERE WATERSTOP TO EXIST
MH USING A SINGLE COMPONENT WATER -SWELLING
it �j✓ 30" SD SEALANT, ULTRA SEAL P-201 BY ADEKA, LEAKMASTER LV-1
VALVE \14! !! BY GREENSTREAK, OR EQUAL. AFTER CONIC HAS TAKEN
INITIAL SET, SEAL JOINT \KITH SYNTHETIC RUBBER SEALING
COMPOUND SIKAFLEX 2c NS OR SL. OR EQUAL PER S188
12" SS
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ELEC
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7
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TELEPHONE
O E POLES AND OVERHEAD AND BURIED LINES
�
INDICATED WILL BE REROUTED BY CENTURY LINK APPROX
3 4
10 FEET WEST AT THE START OF CONSTRUCTION. UTILITIES
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WILL REMAIN WITHIN THE LIMITS OF CONSTRUCTION.
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CONTRACTOR TO COORDINATE CLEARING AND WORK
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EFFORTS WITH CENTURY LINK AND CITY DURING
3
Q
PRE -CONSTRUCTION MEETING.
W
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8
PIPELINE APPROACH TRENCH SHALL BE ISOLATED FROM
t�
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W
STREAM UNTIL PIPE IS READY TO BE INSTALLED ACROSS
S C OSS
STREAM.
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ENCASE PIPES COMPLETELY WITH CLSM PER WSDOT
EXIST 60" 0 MH 5314 080
EAST RENTON
SECTION 2-09.3(1)E TO EXTEND A MINIMUM OF 12" ABOVE;
STA 0+00.00
LIFT STATION
BELOW AND BEYOND EDGES OF PIPES.
FACILITY
76 LF
12" PVC SDR 35
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STA 0+55±
EX 30" SD
1 E 390.9±
12" SS @ 0.003
EX10" SS @ 0.0205
FILL WITH FAST SETTING
CONIC, RAPID SET OR
EQUAL. APPROX 3 CY PER
MH. (TYP 2 MANHOLES)
916M
0011
385
0401
370
�i CID
BACKFILL f� O w o w 0
365 GRAVEL BORROW 5 rM CD " v "' 365
coi
C-08 PER WSDOT SECTION C-08 `�?�� rn co �, �, c
9-03.14(1) zL co I n 2�o rn� n
BACKFILL: 2; + n II o M II I
NATIVE MATERIAL o 0 II z O z o10 II z O
360 W1CO zz Wco Cozz z
360
STA 5+00 STA 4+50 STA 4+00 STA 3+50 STA 3+00 STA 2+50 STA 2+00 STA 1 +50 STA 1 +00 STA 0+50 STA 0+00
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED PROFILE
IN PART ON INFORMATION PROVIDED BY OTHERS a SCALE: HORIZ: 1" = 20' VERT: 1" = 5'
THIS DRAWING SET WAS PREPARED ONLY FOR THE FILE: 8235C00-C-100 xx SURVEYED SCALE ORIGINAL 1 RECORD DRAWINGS TJW 12/6/13 LRK SATE:
PROJECT AND SITE SPECIFICALLY IDENTIFIED _ _ PACE ENGINEERS, INC /ERTICI, .NAVD 1988 EAST RENTON LIFT STATION
SEALED BY � — - - - � HOR�ZONTALNAD9983;989, �► DEC 2013
HEREON AND IS NOT TO BE USED ELSEWHERE AS INDICATED CITY OF
TYLER JAMES WHITEHOUSE - -- -- -- DESIGNED:
�-'
FIE,`DB°°K
DRAWN: RENTON EcE03/19/2013 ___ ELIMINATION
Date - -
49545 --- -- _._. -- EDL NG NO
����/�� * _____. _._-_.-- _-.-. _.._ .._-.-- ._-_. ..--- _-__._ ..__... __-_- .-..- __.._-...-- --.. _ _._.-.._,.__ CHECKED: -_ �ATF ONE NCH DATUM PIPING PLAN AND PROFILE — STA 0+00 - STA 5+00 C-05
BURIED UTILITIES IN AREAONE INC"
PLEASE CALL BEFORE YOU DIG BMC PlanningBuildinglPublic Works Dept.
By 1.800A24.5555 NO. REVISION BY DATE APPR AFFROVED. SCALE ACCORDINGLY SHEET OF
BRM 7 13
4