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CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NOTES:
Al 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 CONSTURCTION.
A PUGET POWER UNDERGROUND, 3 TO 4 FEET OF COVER.
CONTACT WASH1INGTON NATURAL GAS
BEFORE CONSTRUCTION
GUS BANKS 350-3418
HP = HIGH PRESSURE
IP = INTERMEDIATE PRESSURE
APPROXIMATE 42" DEEP
GI T Y OV RENTON
., SURVEY CONTROL P.T. NUMBER 659
S, EL 85.48 FT (26.055 M)
NA VD 1988
40 0 40
Scale in Feet PAVEMENT EDGE Power
af�dWay sub-afffi-of
10'x16' vault (EXISTING) CB #4 RIM EL 31.29
60" RCP Stormline (EXISTING) I.E. 22.19 N 18"
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ORIGINAL DESIGN DRAWINGS SIGNFF) RY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Raymond E Sled Date 9/3/96
Sandra Meyer Date g/3/96
Ronald L Olsen Date g/3/96
RECOMMENDED
FOR APPROVAL
By Daniel Carey 9-3-96
PAVEMENT EDGE
EXISTING SIDEWALK
(CONCRETE)
8" SS (EXISTING) CB (EXISTING)
}� PIPE BURSTING MACHINE INSERTION PIT
MAXIMUM SIZE 40'X5'X10' --\
I.E. 22.02 SW 18" CB #2EL 32.98 \
RIM
15" RCP (EXISTING) O CB (EXISTING) TOP 29.4 1E 24.78 N 18"
---------- PIPE BURSTING MACHINE INSERTION PIT _
D-------------- MAXIMUM SIZE 45'X5'X12' 1E 24.68 S 18'
SALVAGE AND RE
----- - D -i I, �': VOA/ PIPE FAILURE AREA EXISTING HST
r ,�
�, 9F'io1--- PIPE 33tF. BFzP-EP >.
YT r`'J 0 S=0.142 FT/FT (MATCH EXISTING INVERTS) \ N'
ARCO A MIPM
PIPE BURSTING MACHINE PIT
APPROX. 20'X5'X8'
(IF WORK CAN NOT BE
\DONE FROM CB#1)
CB (biefied and plugged) j
I.E.-12" NE 24.8 (PLAN)
%
CB # 1
RIM EL 31.44 /
IE ,26.74 S 1
OLD CONC. STORM LINE FOUND
ENDS PLUGED AND ABANDONED
Cen8erAne+00
of Talbot Road South
7' WATER VAULT - ���/ \\\ \� c9 ,(per StateHighwayPlan for SR 515)
04,
8" CnNC STnRM I INE (EX) - 7..80 G1 \\ \\ s yA\
100
o
0 � \
Y
\xQ
k 28.60 G ,� 3 / 2+00 24" Telephone Duct System \��j
(EXISTING)
1" BURIED TELEPHONE CABLE - \
SPOT ELEVATION IN FLOWLINE (TYP) \\
EXISTING 24" WATER LINE CB TYPE I /, \
CENTER LINE OF TALBOT RD S
-- Power Pole (TYPICAL)
UTILITY NOTE:
'�'
<y�
zPugge P0 war
NVP 20. $ (EXISTING) mainfananMffi
10'X16' VAULT STA 8+25 (81 FT RT) TOP = 31.02 CB TOP„30.5 (EXISTING)
I.E. = 22.64 FT (60X42 ARCH PIPE, EAST) INVT 12 WEST 27.2
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)
OLD DATUM
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
32 _ _ _ _ I . I _ _ _ I I 1............ ............ _ 32
CB # 3 STA. FT33.02: .. .
5+77: (32 FT: RT) (EXISTIN
0.b RIM EL 3G) CB5 TYPE 1 STA 5+45 (32 FT RT) CB # :2 (EXISTING) STA 3+74 (23 FT RT)
--
RIM EL:29.4. FT::OLD DATUM : RIM EL = 29.5� 32.98 WITH 1
l I.E. 2A-59-FT (18" NORTH) 23.92 ::: _... „.: .. I.E. -28 1 24.7 R LISTING 12 ST 2
------------- I.E. - 26 (12_ CONC. SOUTH: + EAST) (8 NORTH) 8
LE. 3-:FT (18 SOUTH) 23.82 . - ,, CPEP IF DA CHINE PIT. CB#1 STA .Q+30: (25 FT .RT)
S44I=VAl� ,AND -INIST41 I I.E. = � (18 SOUTH) 24.68 ISTING INVERT A �� 7 �ndddrwrunr�\
I.E. 24:3 FT (12." NORTH) OLD QATU.. . .. .
RIM EL. -. 31.44
..: ... NOT NEEDED, FXI aTINc; REMAINS NOT NEEDED, EXISTING REMAINS:. „ 30 -- _ _ _ _ _
I.E. = 18 (SOUTH) 2.6.74
18' 22
I_)I de tl A DESIGN ICN. D +. ....CB #. 4 STA 8+04 (42 FT FAT): (EXISTING): 1) �:" . : _ -- -�-- - - I.E.. 29 (:EAST) OLD :D�jTUM: . .... .
a WINGS SIGNED AND . +.. ( ! ! ...: .. `'` - _ ... ......------- --- ---- G:R. ... I.E 12" 24.7 SOUTHWEST OLD DATUM
STAMPED BY +KONALD J..S+RAKA 9/8/9.6. �: ::+ . RIM EL ��:FT 31:29 1 I . .: _-_-----------AD_E ALONG S__TORMLINE,( )
DRUNK
STATE OF WASHINGTON REGISTERED �. .� I.E. 19,E.8 FT (18" NORTH) 22.19 I 1 . .. _ _ ��__ -----------------
PROFESSIONAL ENGINEER NUMBER 29727 , 1 I - -- - - _ _ _ _ - _ _GUTTER FLOW GRADE
:EXPIRES 10/16/97 I.E. _ UNKNOWN (18' SOUTHWEST). 22.02 ... 8" SANITARY SIDE SEWER - - _ - - - --
I.E. - 21.8 FT 1
I I.
(L NORTHWEST) o�D AATUM 1.�.......:.... IE =26.29 ET OLD DATUM ..'-_- . ........... ......... ....... 28
I L
12'' GAS I ...: STA 4+89 37 FT RT)-
.APPROX. 11...
OO 4.2 DEEP 12" GAS o
pO 1 1 :::: APPROX�-
ij AS -BUILT ;� ,,
1 1 i ; .
�.
11
,i
26
US WEST EXISTING 12,, STORM PIPE
60" STORM PIPE 16 L.F.fF 12" REPLACED 4" PLASTIC
i
EXISTING STARTING FROM CE --3 APPROX. 30' DEEP 12 GAS, DEPTH MAY VARY
PUGET POWER SEE WNG DRAWING
LOCATION APPX. EXISTING 12 STOR
6 - 6 PVC : .. ;. _ I WITH 33 L. . C S_24
0 0515 FT/FT.
1 '
1 24" : D.L WATER (MA ING INVER � ti...: . .
t1 EXISTING MACHINE :PIT LOCATED NORTH OF CB #1
y 1 1 II
APPROXIMATE LOCATION
;' OF 18" CMP STORM PIPE: AT NORTH SIDE OF CB REPAIRED
FT/FT
_i4_ - THE
WITH
OF PIPE FAILURE -': PIPE THR ROUGH _ STA TIN g,> HDPE SDR 26 STORM P u
6+72 4Q FT RT ....._. ..... _ L .. OF ... �N+
` ( ) - _ . CMP STORM PIPIT AT REPLACE EXI p�1. USE _ _ _ _ _
RICKS AND GROUT
„ W1 TH 3#�-t•�-
....
,�. 22
REPLACE EXISTING- OF 18 _
j � ' ✓' /'V �� ,, M PIPE AT --� FT FT WITH-�-->`-F-- OF 18 HDPE SDR 26 STORM... OF PIPE BURSTING_ TERENCHLESS-TECHNOLOGY
I '� --. OF 1.8 CMP: STOR 38 / E OF PIPE BURSTCNG TERENCHLESS TECHNOLOG' T
�\ 3
72
REPLACE EXISTING. OF 18 HDPE SDR 26 _STORM THROUGH THE USE 321:8 L.F. �� 5=0.0061 FT/Ft
I
j -": : : : :-'rT/FT WITH (}1
5 RCP
T41h,22
HROUGH THE USE: OF. . PIPE BURSTING TERENCHLESS ...... LOG r
C>. 5�0.0035 fT/F
�. ice. ___
30341 0 .. 20 215.7 L F _
� . I.
>, 221.8 L. `�' S=0a7074 FT1f.T... . .... ..
52 LF 18 RCP STORM . PIPE L ...: .
CONTRACTOR TO PROVIDE TEMPORARY PLUG �i►
PIKE SLOPE AND ENVERT :TO PREVENT BACI�FLOW DURING CONSTRUCTION...: :
AO
�9
EXR+R` 3-3-98 AT CB#4.UNKNOWN ....= I, sa
HORIZONTAL DISTANCES MAY VARY FROM: THOSE SHOWN :ON .THE .
?'41Z72 *WATER ELEVATION = 22.2 ON 8 5 96 NOTE: Design Elevations Based On Old Datum {NGVD 1929/ PLAN. ALL DIMENSIONS ARE SUBJECT TO FIELD VERIFICATION:
APPROXIMATE >00
( OLD DATUM \ /
I I � AREA OF SINK HOLE)CB 3
_.. RIM EL 33.02 t!'`
3 - v ,� 1 i IE 23.92 N 18" T PIPE BURSTING MACHINE INSERTION PIT - X$7 /
� .. I s- 1. IE 23.82 S 18" � /_ \
3 MAXIMUM SIZE 45'X5'X11'
_ ---- ,t; 12 CMP SEE NOTE 2
I.E.26 l
_
X3ISa (E
-----_---- Swale , 11NGi
OD-K I ---- � -_---- 4p35 \C1
=„ ----- O > 1 ��- THIN 0.0
-- _
S
- G I----------D 12" HP _ _ - ----------W- I' O. __--- -.._- x 29
vV
_ H - -
2> I P .� -
�: f
I I i ------
W
1
I I � � _.____.. 215. 4 -RIGHT OF WAY BOUNDRY
18" CMP STORMLINE S- _ __3, -- X .2`�.33 __ ___ ____. 1
221.8 4- FT/FT` (EXISTING} _ ,.. \�
p 9+00 1 / v'"
_ l�J
8+00 _ 1 f"5+00
� 0
I _
7+0000 -�-I---�__--
I k00
I
60"X42" CSMP ARCH PIPE (EXISTING) j `" V � O � h, ram, �`.'�- O �'V''
12"CONC. STORM
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