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CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NOTES:
Zt REPLACE EXISTING 18" CMP STORM PIPE WITH 18" HDPE SDR 26
STORM PIPE WITH FUSED JOINTS, PIPE BURSTING TRENCHLESS TECHNOLOGY
SHALL BE USED. CONNECTION WILL BE MADE TO EXISTING CATCH BASINS,
REPLACE EXISTING 12" CMP STORM PIPE WITH 12" CPEP, IF DAMAGED
DURING CONSTURCTOON.
A PUGET POWER UNDERGROUND, 3 TO 4 FEET OF COVER,
CONTACT WASHINGTON NATURAL GAS
BEFORE CONSTRUCTION
GUS BANKS 350-3418
HP - HIGH PRESSURE
IP - INTERMEDIATE PRESSURE
APPROXIMATE 42" DEEP
r-7-7 TT7-T7 -/-T7 T77-T7 7 T71
i STA;,: -t30IS
A `7
� i� ate
Date
3 w
r,
Date a 9
- Date �319fo
Renton PIRCSPAVEMENT EDGEECONIMENDED
-'
r
V TOR APPROVAL
96 1" BURIED TELEPHONE CABLE -
C
V
W,f
�- -- T - - - -
r
1
V
j
SPOT ELEVATION IN FLOWLINE (TYP)
EXISTING 24" WATER LINE CB TYPE I
qj
ILO z--Z 1 Z L1J L1-/ 11 L1� L1J
,
,
PIPE BURSTING MACHINE PIT
APPROX. 20'X5'X8' � j
\
IF WORK CAN NOT BE,*-- ONE FROM CB#1)j
CB (bled and plugged)
I.EI12" NE 24.8 (PLAN) /
CB #1 (EXISTING) TOP , /
I.E. 18 S 22.3 (PL
I.E. 12" SW 24.7 LAN)
- 00
N -_ - Centerline
of Talbot Road South
hwo (per State Hi
7' WATER VAULT - \ 9 y .Pion for SR 515)
G�
0<2
8" CONC cTORM I INE (EX) - �27.80 �� ��� s `', o A
oQ�
28.02
1+00
�.� 25.52
VW-
0
INVT 18 S UNKN CB #2 TOP 29.5 (EXISTING)
I.E.=21.23 S
15" RCP (EXISTING) 0 CB (EXISTING) TOP 29.4 I.E.=21.28 N �� 28.60 '. ��/2+00 24" Telephone Duct System
PIPE BURSTING MACHINE INSERTION PIT
- - - - - - - - - - - - D- - - - - - - - - - - - I.E. S+E = 26.0
____________ C /" MAXIMUM SIZE 45'X5 X12' / (EXISTING)
------______ r -� �% SALVAGE AND RE -INSTALL DR REPLACE '
-D-I -JI \ . o= EXISTING 12" STORM PIPE WITH 33 L.F. OF CPEP
-- \ G/ PIPE FAILURE AREA
I \��i - / (APPROXIMATE 0 ®S=Q 142 FT/FT (MATCH EXISTING INVERTS) 0 \\ ` 2 CENTER LINE OF TALBOT RD S
Q I \ �`\'/ AREA OF SINK HOLE CB #3 TOP 30.0
' ("� I ! \. INVT 18' S 20.53 N
✓ ____
3 . INVT 18" N 2059$ @ PIPE BURSTING MACHINE INSERTION PIT x INVT 12" N 24.3 \
- -�-�-- � -�--.- p \mow 3 MAXIMUM SIDE 45'XS'X11'
_._a..
------ 7-----
iU1�-------
000 ---- : I \�, > 12" CMP - SEE NOTE 2
1.E. 26.14l �FTX/�3+
0 (ESTG) -2$
--------
.�
I > I TOM =0
S 0
_ ��NE \
_------ _ __ _
L. --D 12' HPr I 1----------W-- Q - x 29 18" /�
:__--- =
�4-�-w CM
G - ., _.L.. -- - _-._..- _..{ __-' _. �W------W---- --
_ ._.
I I 2 IP _
„
o �{�
- RIGHT OF WAY BOUNDRY
213 L.F. 18" CMP STORMLINE 3 FT/F1' (EXIST(NG) 3 - " 4 // \ O
_+ /�C.
l��/
~ 9 00 -_'T� _ 3 t , D d
-� 0
I
5+00 C)
\ �bd
\
Q
-� - Power Pole (TYPICAL)
+� ----+- UTILITY NOTE:
I _
I V
.- _.
t
10
0
60"X42" CSMP ARCH PIPE (EXISTING)--•-�.� -
0 0
0
%� -0 ` ' ... fPuget P0 war
TOP 30.5 (EXISTING)
40 0 40 zPligef
Scale in Feet PAVEMENT EDGE dower
array Way (Sub -Station
10'x16' vault (EXISTING) CB #4 TOP 3Q0
60" RCP Stormline (EXISTING) INVT 18" N 30.0
EXISTING SIDEWALK
(CONCRETE)
8" SS (EXISTING) CB (EXISTING) -
/� PIPE BURSTING MACHINE INSERTION PIT
MAXIMUM SIZE 40'X5'X10'
LIVU�Ll1i #9(I Z/ U�U ll� U �U U
10'X16' VAULT STA 8+25 (81 FT RT) TOP = 31.02 -
I.E. - �'F �Jt
= 22.64 FT (60X42 ARCH PIPE, EAST) CB TOP 30.5 (EXISTING) !.INVT 12" WEST 27.2 ���1 ,I, �G Ul RI_� _ IC
I.E. = 21.14 FT (18" NORTH
INVT 6" EAST 27.4 --- -- - - -
I.E. = 21.14 FT (15" EAST)
I.E. = 21.14 FT (60" SOUTH)
0
0 o STA 8+50 STA 8+00 STA 7+00 STA 6+00 STA 5+00 STA 4+00 STA 3+00 STA 2+00 STA '1+00 STA 0+00
w , o _ _ _ 32 _ 1 _ I _ L_ I I I
0
ac ..0f : s CB I 1 ___ I 32
w # 3 STA 5+77 (32 FT RT) (EXISTING)
w Y o CB #5 TYPE 1 STA 5+45 (32 FT RT) CB # 2 (EXISTING) STA 3+74 (23 FT RT)
RIM EL 30.0 FT RIM
RIM EL 29.4 FT EL 29.5 „
3
...-. ......
o o I.E. = :20:59 FT 18" NORTH _ REPLACE EXISTING 12 STORM PIPE WITH 12
( ) I.E. - 21.28 (18 NORTH) .
1. E. 2053 FT (18" SOUTH) \ LE. 26 (12 CONC_ SOUTH + EAST) - CPEP IF DAMAGED BY MACHINE PIT. CB 1 STA 0+30 25 FT RT
1. E. 24.3 FT (12 NORTH) SALVAGE AND RE -INSTALL I.E. - 21.23 (18 SOUTH) MATCH EXISTING INVERT AND SLOPE: # ( )
- - - RIM EL 28.7 (APPROXIMATE)
< 30_ H
_ _ _ 1-E_ = 18 22.24 .(SOUTH)
- --------=---------------
---,-------------==�---------- �' I.E.. - 18 22.29 EAST
w CB # 4 STA 8+04 (42: FT RT) (EXISTING:) _ _ `30
--- ------ - (EAST)
1.E. 12" 24.7
Qom, RIM EL 28.22 FT " `-------------------------GR4D_E ALONG STO (SOUTHWEST)
____-__R DRUNK LINE
19.8 FT (18" NORTH) -- - - - - - - -- ----
- GO TT _ �I.E. UNKNOWN 1 ,, - - - - - - T - ER FLOW - --------------- ---- .. .
- 8 SOUTHWEST - - - - - GRADE
( ) 8 SANITARY SIDE SEWER _ _
28 _ � - I.E. = 21.8 FT (12" ;NORTHWEST) � _ _ _
m k _ _ IE-=26.29 F7 _ _ � - _ _ - - - - -
_ 12 . GAS..... _ _ _ -
-
STA 4+89 37 FT RT - - - - - - - 28
• APPROX. ( )
00 42," DEEP 12" GAS
IST 00 Iz APPROX.
26
US WEST ,,
60" STORM PIPE 4>, PLASTIC
EXISTING 12 STORM PIPE
EXISTING APPROX. 3C" DEEP 12" GAS, DEPTH MAY VARY
PUGET POWER SEE WNG DRAWING
A, - LOCATI.ON _ APPX. - - - - ,� - - , - - REPLACE EXISTING 12' STORM - PIPE -
Z 6 _ 6 PVC : I.... WI TH. 33 L. F. OF. 12 : .CPEP @ S- 0. 0515 FT FT _ _ _ _ _ 24
(:MATCH EXISTING INVERTS)
0
� 24" D.I. WATER : -;
w �� EXISTING
APPROXIMATE LOCATION I
OF PIPE FAILURE: XISTING 314 LF OF 18" CMP STORM PIPE AT S=0.0029 FT FT
i STA 6+72 (4Q FT RT) REPLACE E
.......................
WITH 31.4 LF Of 18" HDPE SDR. 26 STORM PIPE THROUGH THE
REPL ACE :EXISTING 222 LF OF 18' CMP STORM PIPE AT 22
5=0.0030 FT jFT WITH. LF OF 18 HDPE SDR 26 STORM
OF PIPE BURSTING iERENCHLESS TECHNOLOGY _..
LACE EXISTING 213 LF OF 18 CMP STORM PIPE AT --__
REP
THROl7GH THE: USE OF PIPE BUURSTING TERENGHLESS TECHNOC-OGY
" FT FT WITH 213 LF OF 1 B" HDPE SDR 26 :STORM
5 RCP 5=0:0033
20 _
THROUGH THE USE OF PIPE BURSTING TERENCHLESS TECHNOLOGY
�' IR � 1 IG S t ��IIE20
52: LF 1.8,, RCP STORM PIPE ._
227201
r= �.
PIPE SLOPE AND INVERT CONTRACTOR TO PROVIDE TEMPORARY PLUG I !P�'1 .,
TO PREVENT BACKFLOW DURING CONSTRUCTION HORIZONTAL DISTANCES MAY VARY FROM THOSE SHOWN. ON THE I', .r RIZ - - k. _ '
AT CB#4:UNKNOWN PLAN, ALL DIMENSIONS ARE SUBJECT TO FIELD VERIFICATION. "' '!` •, ?.2
wr$vp�J17d? *WATER- -ELEVATION 22.2 ON 8/5/96