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EXIST TELEPHONE POLE GENERAL NOTES:
A. LIMIT PVC JOINT DEFLECTION TOA
J MAX OF HALF MFR'S RECOMMENDED
APPROX LOCATIO OF
CENTURY LINK 4" VC ��
EXISTOVERHEAD
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J'�.
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1f` /- JOINT DEFLECTION.
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KING COUNTY WETLAND AND STREAM
BUFFER LIMITS
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CONDUIT , �)
,` ��
TELEPHONE LINE 1
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106 /CI
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7 v [� JFI� � B. PIPELINE EXCAVATIONS SHALL T
�I CLOSED UP OR PROTECTED AT THE
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„ %ill II �
i7 END OF EACH WORK DAY.
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m�C. RECORD DRAWING LOCATION OF
24' 'n ' ®F1 - — --
ry� oHL
— - - - m= SEWER MAIN AS SHOWN IS NOT
6
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I�hII\R' Ili L_S
11.25° VERT /HORZ
��
BEND i
1
Il
/
1 u'
11
_ - (nr SUFFICIENT TO LOCATE THROUGH
= �mm PARK. FIELD LOCATE WITH TRACER
SDMH RIM-374.12
IE CMP(NE)=370.92
n
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4 GRIND AND OVERLAY
STA 8 +06 - /
/
2a2
',
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APPROX LOCATION OF
CENTURY LINK 4" PVC
WIRE.
IS 2`CMP(E)= 370.52
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J
I 3 I
CP 1 , SR SS DISC 1,' /PUNCH /
I,!. / 15" SS
VERT BEND
/
' l,IAPLE CLUSTER CONDUIT
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2 CMP(W)- 369.62
IE !D CMP(N)- 369.02
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m I 1
635D 11144AC 11.25°
N=177/,37.113
STA 8 +35 KING CO.
3��''11 /
�(L Ln +
IE :D °CMP(S)= 368.9
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E= 1316601.107
- 3 -/4.f7
ELEV_
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II
LIis11T O
S F
NSTRUCTION TYP
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KEY NOTES:
(DWN: 0.3') uIv11T5 OF CONSTRUCTION (TYP)
O" EXIST
1 2"G i
380— — /
_
/" _� - IV' 1!'
�� ��- 1O CONTRACTOR TO VERIFY DEPTH BY
_�
_ -
0200 TRACING WIRE �
EXIST Typ STATION `y
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iN
8 "CEDAR
7v
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6 O
J
�'�� i2' POTHOLE PRIOR TO COMMENCING
C CONSTRUCTION.
(D 6 !Ih
_
76.I
2
�CUT PE WITH
HAMMERING
--
❑ ��
COLIC WAU<
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11.25°
HORZ BEND
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$
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1
STA
ALLOWED. CONNECT NEW SANITARY
5 +79
2 5 7
- -�--
/
G G ROLLED CURS
148th PL BE
5 � UNDERGROUND _
G II - - - -- - '® _g GAS E =373.3
10' CONSTRUCTION
/ /
SEWER PIPING
GROUTING RING, WITH
O OR EQUAL. FILL
VOID WITH GROUT.
—
—
_
1, 30 °CMP
T TYP)
EASEMENT (
/ 6xy9�
C
1
M
EXIST
30" SO p
/
P 11.25°
STA
HORZ BEND
5 +99
OINSTALL NEW 60" SANITARY MANHOLE
CP;(12 PER CITY STD PLAN 400.1
4 +AB
J '�_p) I
/ CB RIL1- 375.60 O
11.25° HORZ BEND
STA 7 +08
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L
6'� 'N--177E39.529 D j
_K
;Oaco CURB
IE 30 "CMP N = 370.35
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/
15" SS
;�-- -j
1318685.320 �' 4O AT COMPLETION OF CONSTRUCTION,
�I,�.! 330.77.
0
CONIC lMU(
In
i -- IE 30 °CMP(S)= 370.20
/ al APPROX LOCATION OF
/
�
�
I �' i GRIND EXIST AC 5 FEET FROM ALL
1 ✓' i �' i' CURBS AND JOINTS. PROVIDE 1 -112"
dfl 1 ° do 7 u CENTURY LINK 4" PVC
/
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OVERLAY FOR ALL PAVEMENT WITHIN
EXIST
I CONDUIT
�' LIMITS OF CONSTRUCTION.
MH 5314090
2
—I STUB UP
6 "9
/
20' PERMANENT EASEI,dENT (TYP)
_ O/'
/ /
/
STA 10 +30.73 I
EXIST
I
= \ /
C -07 CP,'71 J//
CB RIM = 373.83 635D- n.nrN /;.
0! 3 60
�_ MH 5314 086
STA 8 +57.86
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�'
�' _ % r /
EXIST
1 2" G OREMOVE CHANNELING TO MATCH
CITY STD PLAN 400.RECHANNEL
, SIM CHANNEL R
10" SD
m
3
R- 777587.910
IS 8 °CMP(SW)= 371.73 [ 1316805.707
ELEV= 375.77
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SEWER MANHOLE
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A
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0
ONLY, AS READ
t 1
c P(
MARKING POST PER CITY
STD PLAN 404.2
S T I 6350- 10.9R/C
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\` N= 777717.766
CP /,n0
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=
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(" M. 6 14' -0"x6' -0" TALL DOUBLE CHAIN -LINK
O
I GATE AND FENCE TO CURB EDGE PER
c
m
E= 731s7as522
ELEV =37azz �i ��f
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WSDOT STD PLAN L- 30.10 -00 AND
WSDOT SECTION 8-12.
i
BURIED GAS
� .OREMOVE SOIL IN 3' LAYERS AROUND
EXISTING UP
i
1
PIPEUNE
� MANHOLE TO PREVENT SOIL LOADING
�'( It: �, ON ONE SIDE OF MANHOLE.
/
PLAN
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� C
ENCASE PIPES CO WITH
PER SECTION )E
SCALE: 1" = 20'
TO EXTEND A MINIMUM OF 12" ABOVE,
FILE: 8235000 -C -100
BELOW AND BEYOND EDGES OF PIPES.
172 LF
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360 LF
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CENTURY LINK 4" PVC CONDUIT
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1
NOT SHOWN ON PROFILE, SEE
Q
15"
SS @ 0.022
DETAILS 5 & 6 ON C-08 FOR
N
365
15" SS @ 0.015
APPROX LOCATION
IN TRENCH
U) 365
2 5
J
=
15"
IVC SDR 35
15" PVC SDR 35
U
H
360
360
EX 15 "SS @0.004
3
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BACKFILL:
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BORROW PER WSDOT
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MATERIAL
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SECTION 9- 03.14(1)
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STA 10 +50 STA 10 +00
STA 9 +50 STA 9 +00
STA 8 +50 STA 8 +00
STA 7 +50
STA 7 +00 STA 6 +50 STA
6 +00
STA 5 +50 STA 5 +00
RECORD
DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED'
IN PART ON INFORMATION PROVIDED BY OTHERS
®
PROFILE
SCALE: = 20' VERT: 1" = 5'
S=0354908
_ � � ,r
35COO- -
FILE: 8235000 -C -100
THIS DRAWING SET WAS PREPARED ONLY FOR THE
ORIGINAL
1 RECORD DRAWINGS TJW
1216/13 LRK so
a.
PROJECT AND SITE
HEREON AND IS NOT
SPECIFICALLY IDENTIFIED
TO BE USED ELSEWHERE
SEALED BY
TYLER JAMES WHITEHOUSE
ACE ENGINEERS, INC
saeh TJW
„an¢wru„�, �-
AS INDICATED 6 ,a
CITY OF
EAST RENTON LIFT STATION DEC 2013
aewea -
ELIMINATION
Date
03/19/2013
4ss4s
EDL
RENTON
°
BURIED UTILITIES IN AREA
o-emc
DATUM
� Planning /Building /Public Works Dept
_
PIPING PLAN AND PROFLE — STA 5 +00 - STA 10 +31 C-06
BY /ZIb� /3
PLEASE CALL BEFORE YOU DIG
sme..aam y
1.800.424.5555
NO. REVISION BY
DATE APPR " o
BRIM
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