HomeMy WebLinkAboutS-0354907w
zz
LL
z
GENERAL NOTES:
KING COUNTY \NEEI I -AND
2200 TRACING WIRE
STATION
A. LIMIT PVC JOINT DEFLECTION TO A MAX OF HALF MFR'S
i
AND STREADA BUFFER
TYP
RECOMMENDED JOINT DEFLECTION.
LIiv11T5
APPROX LOCATION OF
APPROX LOCATION
is S IUhul n I 'R
B. PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR
CENTURY LINK TELEPHONE
OF CENTURY LINK
DE 1 N ION
PROTECTED AT THE END OF EACH WORK DAY.
POLES AND REROUTED
� 7 EXIST
264 -TA HANDHOLE
IOND
11.25° VERT /HORZ BEND
11.25° VERT BEND TELEPHONE LINE
TELEPHONE POLE
ABANDONED
o u
C. RECORD DRAWING LOCATION OF SEWER MAIN AS SHOWN
APPROX LOCATION
STA 4 +41
STA 4 +05
EXIST
TELEPHONE LINE
�� I le 390.7
IS NOT SUFFICIENT TO LOCATE THROUGH PARK. FIELD
LOCATE WITH TRACER WIRE.
\OF CENTURY LINK
4" PVC CONDUIT 0' CONSTRUCTION
EASEG;IENT(
CTION
_
YP)
6359
6357- 703�4/C LIMITS OF 2 "G CP!;7
1 1 /8D36 852 635D- 10.7R/C
/ CONSTRUCTION BURIED
k 1516612.612 N= 778210.D86111
X30 CPEP '
1
�',
6'
I I, o
LIf .63 (TYP) _
`i LORION I2 CE E Ez178210.086
63501RAS.'DICC
_ , a C -07
13778279.
A MANHOLE
{FIEi7 NOTES:
t
�te!�72`.4 , e.
6' -8 22 '
EC � TEMPORARY
�I e "CTY�D.
14 "CEDAR 6 0
,t2- ,g„
�* FLEVt66oe�1
[39
- 392.67 CHANNELING
,.. -' 1 3)
(
`1jC APPROX H.
`,
18"
6 p `
Imo. t >` °
L. n0
I <, rg , .�V 2,.
`a „a! �I >�r \ \ \., <'1��
\ 4 ,. ; ?t h.
', -.. 0
Y \
_
Ra J\ -1 J \� iij�\ �JL 6n....Y.8R737 2!
-\I� ,-_ /�I� %i)�. ��,��pl E= 137661x559 t 12” nSD. �70 Cn,D. CT OSSIN7
2D %u \\ ^• „� *_....3 -�-._ �*., 6 �Jti - J�.1 G CEoDA �` \
i
/ %111`
c
EXIST 60 "0 MH 5314 079
-- i- - _ I� -'`y Ex SOT
A 0 +75.77
STA
2 CONTRACTOR TO VERIFY DEPTH BY POTHOLE PRIOR TO
(J CONTRACTOR ORTO IFY DEPTH BY
CONSTRUCTION.
:'
r i tt0 I°.r _
..
. i -' - - -� - -- .- G
,., - -. .� -
,._ �' �' -�' _ -""_' i y° ,- i
_i L.._— � -
-
O3 CORE DRILL A D SANITARY SEWER PIPING
WITH KOR -N -SEAL BOOT WITH SST CONNECTOR, OR EQUAL.
ig—
___
o ..,..a 10'_
"L - -
It \. - - - -
-
�" ` _ I�
- -�
4� REMOVE MH CONE TO FACILITATE CONSTRUCTION
. -..
/ - - - - - -
c Y
-
- o o -,
-
��
ACTIVITIES AS
SEAL WATER TIGHT. REINSTALL TO MATCH EXISTING.
����
metro ,� �
_
'---
�- `"
C3
+ 16
\Pr c
A +00 -
1 t
V , V�. A
-
A 3 +50 Y 3 +00 _ _ 2 5Q ,� 2 00
+ IV
A —� •�
01 °° it 1 +50
7
ib �1+ �, - �� -7 ,t- —�-�- " --
`> �- ° 1 t EXIST
�5 CHANNEL WITH FAST SETTING CONCRETE. PER CITY STD
PLAN 400.1.
99�
_—
"3&
h
3 4 o ri 12,. W
i' e
f11
Is],
�,. �'
_� 6 /� o'
Y
V _ 1, �L
°_ -`\�11 15
2
4® -
° ° ° °° (2)16 20�s��"'--�I -�N
� �/ i , DIP
INSTALL HYDROPHILIC WATERSTOP HORIZONTALLY
AROUND INSIDE FACE OF EXIST MH, MIN 6" BELOW INV OF
�20' P °:4r:1Ap�DNT EAS Ei,1T (TYP) t
f� i�t��
_ v
r e 22
�r�.. - ----` 'vo tt
,�
° �; d 35
o t �dti � If0 5 i-
T
CHANNEL, MC -201 OMN BY ADEKA, HYDROTITE CJ -0725 -3K BY
22 s8/
r° 9 -0 8 30• `� I
, .
- - - _
't S�JJ , o `t
G� �t`-° EXIST
GREENSTREAK, OR EQUAL. ADHERE WATERSTOP TO EXIST
f11
m Q
I�IAARNINO i 2i�.1
' �' t
v ,/-
° ` `
r
.: r e
': ': 6.12°
C RI A =595,3 �(-` �k ' I`
IE 3o "CPEP( sw;= 390.79 - 6' .� 1 t 4.5 C> 30" SD
Mi
MH USING A SINGLE COMPONENT WATER-SWELLING
SEALANT, ULTRA SEAL P -201 BY ADEKA, LEAKMASTER LV -1
1 EXIST \
I
;?'; a
�.•'f- t
:`:
V I ) , . )', '
/ , "r ENCE %�� +% °, `;17 .7- , -,1 -• T
BY GREENSTREAK, OR EQUAL. AFTER CONC HAS TAKEN
BURIED v�v
t°7i y �
:),::
( I I y- ,,) I �.n
INITIAL SET, SEAL JOINT WITH SYNTHETIC RUBBER SEALING
I-
O i "'
� 1 zz
ro� ��
7
e `
�'Jd} 6 °CE R
� e `
i �.
` ,i2. I' ^ ^, A
1 tlt a °
� , �
I �t
COMPOUND SIKAFLEX 2c NS OR SL, OR EQUAL PER S18a
1
1
'1
—
f
t 34 "CEDAR
{ {
k �t °
`
P 12 +SS
TYP
7 TELEPHONE POLES AND OVERHEAD AND BURIED LINES
t
—
28 i
1 t
18"
ELECT 3LD G
O 12 I c
X
IND ICATED WIL L BE RER OU TED BY ENT RY LINK APP R
)
I 3 4
y
10 FEET WEST AT THE START OF CONSTRUCT ION . U T IL ITIES
i
i
t
�� ° � �
7
4 "
�
� ` I 7 w b 1
WI LL REMAIN WITHIN THE LIMITS OF CONSTRUCTION.
CONTRACTOR COO RDINAT E CLEARING A ND WORK
EFFORTS WITH CENTURY LINK AND CITY DURING
W
I
I
/
f 1
t Is
I.zo�
C
s"zD e
z r
EXIST 1` , ! �
PRE - CONSTRUCTION MEETING.
,("Ji t)
/
i 2D• ,
�.
...
1
"W , �1u, J ! Dj
CID
(�
t
t
I t Y / +
t -)r , ) :.:8? CEDAR .:: :.::: ..':.,
a I� 4 , t2
, L1" �' + 7
�76� 124- ' t :. 1: �: �; :. �. 3: �. 1: �;`., 3.3:�.3:�.3r3.3.�1.3.��:�.:1:
._.., :.
.
:���.�r E�.'
12 i sYr1 I-
DIP iIla \/�T� /`,6� d - -� ��'' 11 1a-
lZ-I Y/ ��; �'_� Q LU
8� PIPELINE APPROACH TRENCH SHALL BE ISOLATED FROM
STREAM UNTIL PIPE IS READY TO BE INSTALLED ACROSS
t
I t 28" Y t�
6:: f: a': :.:::' ::::..: ::
::: :::::::: :.':.:.':
I�
i it
STREAM.
18 "e A 1:':':.'.'..'..'..'.':'.'3:
�':..'::.':
t .� ¢,FJ� ,.F1L - - N.
PIPES
IA
PLAN
EAST RENTON
TO EXTEND MINIMUM OF 12' ABOVE,
SCALE: V=20'
EXIST 60" 0 MH 5314 080 LIFT STATION
SECTION 093(1)E
BELOW AND BEYOND EDGES OF PIPES.
FILE: 8235C00 -C -100
STA 0 +00.00 FACILITY
cl
z
W
(
424 LF
❑
76 LF
'
0
z
o
oi��
^
v
112" PVC SDR 35
395
F
°�'
_u~i.w I+i
��
�_ _
—,.
—_�
395
w
o
+
m
>0
o
APPROXIMATE EXIST GRADE
w w
�,
a
❑
390
NNW
�— —,—
_
W
xy�
390
�
O I
_
/
— __
_ _
_� STEWART
Y
'
('
oc
w
I)
1—
W
°o a
+�
CREEK
w
O U
9 U
2
EXISTING CONC
STA 0 +97t
6
STA 0 +55±
EX 30" SO
IE 390.9±
5 6
t ti EX 30" SD
I E 390.7t
385 UJ
¢ N
,*
n
N
ENCASEMENT
_
385
U1
-
12" SS @ 0.003
Ul
(O
/
2
15 "SS @0.010
8
380 0
B
+
380
B+°1 o z> a
�O
93
~ m
N
IPE TRENCH CONC MANHOLE
_
(TYP 2) 1
I'
CENTURY LINK 4" PVC CONDUIT
LO
@0�
S
NOT SHOWN ON PROFILE, SEE
P015
UT-OFF
WALL CHANNELING
C -07
DETAILS 5 & 6 ON C-08 FOR
TYP (
P 2)
APPROX LOCATION IN TRENCH
_ PLUG
AND
FILL WITH FAST SETTING
375 LU
ABAI,
DON (TYP)
�
_`- CONC, RAPID SET OR
EQUAL. APPROX 3 CY PER
375
6
`�
-1
B
CKFILL:
2' -0" (TYP)
MH. (TYP 2 MANHOLES)
VC
-08 N
TIVE STREAMBED MATERIAL
_
370 Q'
_
_"S
370
115"
PVC SDR 35
Ek 12 S @ 0.0055
7
365
5
w
365
BACKFILL'
GRAVEL BORROW
-1
5 4
3
m
°.W
o
c
C -OB
PER WSDOT
C -O8
- -�
9- 0CTION
BACKFILL:
M n
n
o M 11 1
+o
NATIVE MATERIAL
o
xw
o II z
Oz
»
b
x�2>
n? O
>
360
wNRZ
zz
wNRz
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
® P R 0 F I LE
S=0354907
IN PART ON INFORMATION PROVIDED BY OTHERS
� !',, SCALE: HORIZ: 1"= 2'07\ ERT: 1" = 5,
,* FILE: 8235000 -C -100
THIS DRAWING SET WAS PREPARED ONLY FOR THE
PROJECT AND SITE SPECIFICALLY IDENTIFIED
HEREON AND IS NOT TO BE USED ELSEWHERE
ORIGINAL 1 RECORD DRAWINGS TJW 12/6/13 LRK
SEALED BY Su PACE ENGINEERS, INC s AS INDICATED
s
TYLER JAMES WHITEHOUSE,E 7JW
NOR1Z '�' �D CI OF EAST RENTON LIFT STATION DEC 20,3
�= ELIMINATION "`°�`°"
�J
Date �+
03/19/2013
49545 � EDL
RENTON
BURIED UTILITIES IN AREA
PLEASE CALL BEFORE YOU DIG
** «�BMCEpciv
°xLL
DATUM
Planning /BUildfng/PUbllcworksoept. PIPING PLAN AND
PROFILE —' STA 0 +00 — STA 5 +00 o�mC -0rJ
B 72/6113
Y
1.800.424.5555
NO. REVISION BY DATE APPR _BRM
� 7 13
a �I
z
z
dy N
o H
O O
3 W
z
O
z