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Scole in Feet PAVEMENT EDGE Power
Camay m//////ay II%%ll%%u(( -staf00n
10',16 vault (EXISTING) CB -s RIM EL 31.29
60" RCP St -1- 1- (EXISTING) I,E. 22.19 N 1
I.E. 22.02 SW 18"
15" RCP (EXISTING) PIPE BURSTING MACHINE INSERTION PIT O
=o,. MAXIMUM SIZE 45'XS'X11' �.
PIPE FAILURE AREA �.
(APPROXIMATE
C> i AREA OF SINK HOLE) RIM EL 33.02
92 M1' 18"
'�/^`` v � \`N /Q3 '-••J IE L382
O v O i I.E. = 14
2/
.__ ___ ? � O � Q I � \\ // ,I D-.f� CSwaIe ESEE NOTE 2l r
W----
12
I -.__1
_.
__ _[. L I _. .-
§I O
2 IP -- -_ l i
0 �f 18" CUP STORMUNE S _ x 19
- + - -F -_- 21.8 3 -FT /F1 (EXISTING)
p 9.00
I
I I
I � I
I I
60 "X42" CSMP ARCH PIPE (EXISTING)
ORIGINAL DESIGN DRAWINGS SIGNED BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Raymond E Sled Date 9/3/96
Sandra Meyer Date 9/3/96
Ronald L Olsen Date 9/3/96
RECOMMENDED
FOR APPROVAL
By Daniel Carey 9 -3 -96
PAVEMENT EDGE
I" BURIED TELEPHONE CABLE -�
q
v� \\
SPOT ELEVATION IN FLOWLINE (TYR)
EXISTING 24" WATER LINE -OB TYPE I �\
7' WATER VAULT
EXISTING SIDEWALK 8" CONC STORM LINE (EX)
(CONCRETE)
\ PIPE BURSTING MACHINE PIT
APPROX. 20X X8
(IF WORK AN NOT BE
\GONE ROM GB$1)
/' CB b d and I.ggcd)
I.� NE 24.8 (PLAN)
RIM EL 3D 10 /
'\ IE 26 74 13"
6LD CONG, STORM LINE F L'JD
\ \\,�ENOS PLANED AND ABANDON' C,
SFA O.00O
\ ;Gen ter me f Talbot Road South
O, (per State H gh-Y Pon for SR 515)
Y•♦ c vs
CB (EXISTING) ct' --
�8" SS (EXISTING) �\ i 6r S \NGl
PIPE BURSTING MACHINE INSERTION PIT 2552 / Z�ooO`S / tom' xC
MAXIMUM SIZE 40�X5'X10� O �'� � � \
/ ApJ�i'Y' GCf`e 1 GQS ' V 1�J
CB - z C \1 1$ j \YK J~> \
RIM EL 32.99 / GP' t,
GB (EXISTING) TOP 29 4 fE 24.]8 N /8� ypX 28.60 - ,� "' 3° /2x00 'yvY] _ ` 24" Telephone Du rt Sst-- \�ry
I.E. S +E 260 IL 21.68 S 18" rt, j G.�` (EXISTING)
OLD �ATUM FT (MATCH E %ISTING INVERTS) (fit C6ZC /y. CENTER LINE OF TALBOT RD S
1 �' C
PIPE BURSTING MACHINE INSERTION PIT x W3/
3 MAXIMUM SIZE 45X5 "X11 O
W \t x-00
o O %ISTING).
�__W p.5TOR1.ILINE S o
003611- yVT (E..-
I
� 4
5.00
�B-
11
3 +
12 "GONG. STORM
TS�Dat
�d -RIGHT OF WAY BOUNDRY
s
Power Pole (TYPICAL) UTILITY NOTE.
Puget Power
CSC Y
3 - 10'X16' VAULT STA 8 +25 (81 FT RT) TOP = 3102 CB TOP 30.5 (EXISTING)
LE = 2264 FT (60X42 ARCH PIPE, EAST) INVT 12" WEST 27.2
LE. = 21.14 FT (78" NORTH) INVT 6" EAST 27.4 - - - -
LE. = 21.14 FT (15" EAST)
LE. = 21.14 FT (60" SOUTH)
I, u;.. -!!;M 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
c E2 1 1 1 1 1 I 1 1 1 32
CB # 3 STA 5 +77 (32 FT RT) (EXISTING) CB #5 TYPE 1 STA 5 +45 (32 FT RT) CB # 2 (EXISTING) STA 3 +74 (23 FT RT)
s W _ ..RIM EL 360- FT-33.02 : RIM EL = X941 32.98.. REPGAG...ISTING 12° ST. WITH 12 "..
RIM EL:29 4 FT OLD DATUM
- - 29 -59 -FT (18 ". NORTH) Z ,92 I E - 26 12 CONC SOUTH + EAST LE ii- & (18" NORTH) 24.78
' ( ) CPEP lF DA CHINE PIT. CB #1 STA 0 +30 (25. FT RT)
LE 24.3 FT (18" SOUTH) (-H s32 �nr .. r .c1., LE 3 18' SOUTH 2468 4
_ - -_LE 24.3 FT (12" NORTH) (-HD DATUM R ( ) ]STING INVERT AN RIM EL 31.44
30 �___ _ NOT r!F_EULD. F;(Ig 71NC' REMAINS NOT NEEDED, EXI.S'['iNC' REMAINS 18'- 22a^(SOUTH) A267.1 30
s
- - - - -' - -- -- - --- _ LE. = 78' 2229 EAST OLD v 7uNl
CB 4 STA 8 +04. 42 FT. RT EXISTING (EAST) A
I - _- LE. = 1z" za.7 (SOUTHWEST)OLD Dnrure
f �` rcN L PY✓PI SIGH ! A!n #+ ( ) (EXISTING) (�_ -. _ _ �- - -._ ____ _ GRADE ALONG STORM_TRUNK LINE
/IA li,1 lrrl/ TO I EF / ✓A 3 96 � _ RIM EL -FT -3`25
a < C VV/ HIN'ICN RL 151 FRED ;/ LE. =' ^,9- T(18 NORTH) 22,19 -
- - - .- - _ _ _ I _ _GUTTER FLOW GRADE I
PI I ii),lFl Nr IM1i. -If NU +,.Jf 2•i/2? ____._._._
La, I1, I, IN 9: -. � LE. = 121.8 F ((18" SOUTHWEST) D DA IF -26.29 F SIDE SEWER. -_ --. _ - I _______ -
28 LE. _. 21 8 FT (12' NORTHWEST) uLD GATVtN IE. =26 29 FT. CTLU DA lLIM _. - _ I _ __ __ _ - _ _ -. _. -- - - - - - - 28
m 12" GA STA 4+89 (37 FT RT) - -- - - - - -- - I -
00 42 DEEP APPROX.:.
i
00
}
00
26 l {I< 26
:. : \
/,S WEST EXISTING 12 STORM PIPE
GO" STORM PIPE. °b I F. 12' L 7 jb : APPROX. PLASTIC 30 DEEP J Y �S C TH MAY VAP.Y R,M Do 1 24 EXISTING PUGETIO APEX. Sitl'1et fA EXISTING 12 TORM - F EX ° - .SEE W 1'G DRAWING
,4G� 24
6 6 PVC - I WITH. 33. L'r�'.6 @ S 0.05 5 FT/FT -
`_' 24" D.I. WATER (NIA ING INVER
_,__- - -- - -- !AA I'NE IT LOGAI'D NORTH CIF CF.
EXISTING _ s NO
APPROXIMATE LOCATION ! __ FT/FT WI lIY B. .CE
j _ OE 1 M STORM PPE AT
OF PIPE FAILURE '' ----------------- -' * - - - - -- -- � REPLACE EXISTING.31 -4-L�- 8 C
_ P 0 M I
$2 STA 6 +72 (40 FY RT) _
S M S 1 -- -�;/- - WITH 31_T_LF -OF 18" HDPE SDR 26 STORM PIPE THROUGH T E - - 22
L - -- -- OF 18" CMP STORM PIPE Al"
BRICKS AND 6R(ILIT
REPLACE EXISTING 2-2- 2--'�- GF I8 HDPE SDR 26 STORM OF PIPE BURSTING. TERENCHLESS TECHNOLOGY _
FT WITH _ -,,- _ 5 i. 1
�9g�3g FT/
-- -
GY
OF 18" CMP STORM PIPE AT r iro 61 F " -,rT
REPLACE EXISTING ^z- I -3-��- GF. 18 HDPE SDR 26 STORM t= THE THE USc G PIPE BURSTING TERENCHLESS TECH � -.�hB L.F � ����
w -
a 15" RCP &- ROUGH HE U WITH- �3--LF-
>°. �
THROUGH THE USE OF. PIPE BURSTING TERENCHLESS TECHNOLOGY _-
i
2 5 / i 1 -. •, il.1103 f 1 FT
.30341e4r 20 \._ -- 0.8 I.F I o0 _ -1 -, -T F'I%iFlle5���.E: 20
°wq. ,A 52 LF 18" FOP STORM PIPE CONTRACTOR TO PROVIDE TEMPORARY PLUG HORIZONTAL II°-�0'
PIPE SLOPE AND INVERT TO PREVENT- BACKFLOW DURING CONSTRUCTION �I� iTIIN L.I° ,� °: �I.
EXPIRES 3 -3.98. AT CB #4 UNKNOWN
p p���p }� �y y �e @ HORIZONTAL DISTANCES MAY VARY FROM THOSE SHOWN ON THE
z SWAD- 9' -?27? =WATFR FIFVATION = 22.2 ON R /S /9fi IV®T.E:. De'slGir: Elevations Based On Old Datum (NGVD 1929) PLAN ALL DIMENSIONS ARE SUBJECT TO FIELD VERIFICATION.
TOP 30.5 (EXISTING)
INVT 23.8
201
NOTES:
j^�[ N
CALL �� J,
®���
PL ' -.XISTINa 18 CMP STORM PIPE WITH 18" HDPE SDP 26
STORM PIPE WITH FUSED JOINTS. PIPL BUHSTNG TRENCHI.ESS TECHNOLOGY
-
/YV �L41' V ■ 9
SHALL BE USED. CONNECTION WILL BE MADE TO EXISTING CATCH EF SINS.
rL ,�1p.
BEFORE ®'V
REPLACE EXISTING 12" CMP STORM PIPE WITH 12" CPEP, IF DAMAGED
DURING CONSTURCTION.
Ir
1- 000- 424_Y03�
PUGET POWER UNDERGROUND 3 TO 4 FEET OF COVER
® (��
]�
CONTACT WASHINGTON NATURAL
GAS
BEFORE CONSTRUCTION
Renton �0���
GUS BANKS 350 -3418
Y
HP = HIGH PRESSURE
IP : INTERMEDIATE PRESSJRE
V
APPROXIMATE 42" DEEP
Ir
V
RFNT -) %'
I�
V
r
S 'I VFY N f R ?L 11 T_ NUMBER 669
R
- E 85-18 I . (26. 55 r.A)
NAVD 1988
Y
10 0 p1§999
Scole in Feet PAVEMENT EDGE Power
Camay m//////ay II%%ll%%u(( -staf00n
10',16 vault (EXISTING) CB -s RIM EL 31.29
60" RCP St -1- 1- (EXISTING) I,E. 22.19 N 1
I.E. 22.02 SW 18"
15" RCP (EXISTING) PIPE BURSTING MACHINE INSERTION PIT O
=o,. MAXIMUM SIZE 45'XS'X11' �.
PIPE FAILURE AREA �.
(APPROXIMATE
C> i AREA OF SINK HOLE) RIM EL 33.02
92 M1' 18"
'�/^`` v � \`N /Q3 '-••J IE L382
O v O i I.E. = 14
2/
.__ ___ ? � O � Q I � \\ // ,I D-.f� CSwaIe ESEE NOTE 2l r
W----
12
I -.__1
_.
__ _[. L I _. .-
§I O
2 IP -- -_ l i
0 �f 18" CUP STORMUNE S _ x 19
- + - -F -_- 21.8 3 -FT /F1 (EXISTING)
p 9.00
I
I I
I � I
I I
60 "X42" CSMP ARCH PIPE (EXISTING)
ORIGINAL DESIGN DRAWINGS SIGNED BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Raymond E Sled Date 9/3/96
Sandra Meyer Date 9/3/96
Ronald L Olsen Date 9/3/96
RECOMMENDED
FOR APPROVAL
By Daniel Carey 9 -3 -96
PAVEMENT EDGE
I" BURIED TELEPHONE CABLE -�
q
v� \\
SPOT ELEVATION IN FLOWLINE (TYR)
EXISTING 24" WATER LINE -OB TYPE I �\
7' WATER VAULT
EXISTING SIDEWALK 8" CONC STORM LINE (EX)
(CONCRETE)
\ PIPE BURSTING MACHINE PIT
APPROX. 20X X8
(IF WORK AN NOT BE
\GONE ROM GB$1)
/' CB b d and I.ggcd)
I.� NE 24.8 (PLAN)
RIM EL 3D 10 /
'\ IE 26 74 13"
6LD CONG, STORM LINE F L'JD
\ \\,�ENOS PLANED AND ABANDON' C,
SFA O.00O
\ ;Gen ter me f Talbot Road South
O, (per State H gh-Y Pon for SR 515)
Y•♦ c vs
CB (EXISTING) ct' --
�8" SS (EXISTING) �\ i 6r S \NGl
PIPE BURSTING MACHINE INSERTION PIT 2552 / Z�ooO`S / tom' xC
MAXIMUM SIZE 40�X5'X10� O �'� � � \
/ ApJ�i'Y' GCf`e 1 GQS ' V 1�J
CB - z C \1 1$ j \YK J~> \
RIM EL 32.99 / GP' t,
GB (EXISTING) TOP 29 4 fE 24.]8 N /8� ypX 28.60 - ,� "' 3° /2x00 'yvY] _ ` 24" Telephone Du rt Sst-- \�ry
I.E. S +E 260 IL 21.68 S 18" rt, j G.�` (EXISTING)
OLD �ATUM FT (MATCH E %ISTING INVERTS) (fit C6ZC /y. CENTER LINE OF TALBOT RD S
1 �' C
PIPE BURSTING MACHINE INSERTION PIT x W3/
3 MAXIMUM SIZE 45X5 "X11 O
W \t x-00
o O %ISTING).
�__W p.5TOR1.ILINE S o
003611- yVT (E..-
I
� 4
5.00
�B-
11
3 +
12 "GONG. STORM
TS�Dat
�d -RIGHT OF WAY BOUNDRY
s
Power Pole (TYPICAL) UTILITY NOTE.
Puget Power
CSC Y
3 - 10'X16' VAULT STA 8 +25 (81 FT RT) TOP = 3102 CB TOP 30.5 (EXISTING)
LE = 2264 FT (60X42 ARCH PIPE, EAST) INVT 12" WEST 27.2
LE. = 21.14 FT (78" NORTH) INVT 6" EAST 27.4 - - - -
LE. = 21.14 FT (15" EAST)
LE. = 21.14 FT (60" SOUTH)
I, u;.. -!!;M 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
c E2 1 1 1 1 1 I 1 1 1 32
CB # 3 STA 5 +77 (32 FT RT) (EXISTING) CB #5 TYPE 1 STA 5 +45 (32 FT RT) CB # 2 (EXISTING) STA 3 +74 (23 FT RT)
s W _ ..RIM EL 360- FT-33.02 : RIM EL = X941 32.98.. REPGAG...ISTING 12° ST. WITH 12 "..
RIM EL:29 4 FT OLD DATUM
- - 29 -59 -FT (18 ". NORTH) Z ,92 I E - 26 12 CONC SOUTH + EAST LE ii- & (18" NORTH) 24.78
' ( ) CPEP lF DA CHINE PIT. CB #1 STA 0 +30 (25. FT RT)
LE 24.3 FT (18" SOUTH) (-H s32 �nr .. r .c1., LE 3 18' SOUTH 2468 4
_ - -_LE 24.3 FT (12" NORTH) (-HD DATUM R ( ) ]STING INVERT AN RIM EL 31.44
30 �___ _ NOT r!F_EULD. F;(Ig 71NC' REMAINS NOT NEEDED, EXI.S'['iNC' REMAINS 18'- 22a^(SOUTH) A267.1 30
s
- - - - -' - -- -- - --- _ LE. = 78' 2229 EAST OLD v 7uNl
CB 4 STA 8 +04. 42 FT. RT EXISTING (EAST) A
I - _- LE. = 1z" za.7 (SOUTHWEST)OLD Dnrure
f �` rcN L PY✓PI SIGH ! A!n #+ ( ) (EXISTING) (�_ -. _ _ �- - -._ ____ _ GRADE ALONG STORM_TRUNK LINE
/IA li,1 lrrl/ TO I EF / ✓A 3 96 � _ RIM EL -FT -3`25
a < C VV/ HIN'ICN RL 151 FRED ;/ LE. =' ^,9- T(18 NORTH) 22,19 -
- - - .- - _ _ _ I _ _GUTTER FLOW GRADE I
PI I ii),lFl Nr IM1i. -If NU +,.Jf 2•i/2? ____._._._
La, I1, I, IN 9: -. � LE. = 121.8 F ((18" SOUTHWEST) D DA IF -26.29 F SIDE SEWER. -_ --. _ - I _______ -
28 LE. _. 21 8 FT (12' NORTHWEST) uLD GATVtN IE. =26 29 FT. CTLU DA lLIM _. - _ I _ __ __ _ - _ _ -. _. -- - - - - - - 28
m 12" GA STA 4+89 (37 FT RT) - -- - - - - -- - I -
00 42 DEEP APPROX.:.
i
00
}
00
26 l {I< 26
:. : \
/,S WEST EXISTING 12 STORM PIPE
GO" STORM PIPE. °b I F. 12' L 7 jb : APPROX. PLASTIC 30 DEEP J Y �S C TH MAY VAP.Y R,M Do 1 24 EXISTING PUGETIO APEX. Sitl'1et fA EXISTING 12 TORM - F EX ° - .SEE W 1'G DRAWING
,4G� 24
6 6 PVC - I WITH. 33. L'r�'.6 @ S 0.05 5 FT/FT -
`_' 24" D.I. WATER (NIA ING INVER
_,__- - -- - -- !AA I'NE IT LOGAI'D NORTH CIF CF.
EXISTING _ s NO
APPROXIMATE LOCATION ! __ FT/FT WI lIY B. .CE
j _ OE 1 M STORM PPE AT
OF PIPE FAILURE '' ----------------- -' * - - - - -- -- � REPLACE EXISTING.31 -4-L�- 8 C
_ P 0 M I
$2 STA 6 +72 (40 FY RT) _
S M S 1 -- -�;/- - WITH 31_T_LF -OF 18" HDPE SDR 26 STORM PIPE THROUGH T E - - 22
L - -- -- OF 18" CMP STORM PIPE Al"
BRICKS AND 6R(ILIT
REPLACE EXISTING 2-2- 2--'�- GF I8 HDPE SDR 26 STORM OF PIPE BURSTING. TERENCHLESS TECHNOLOGY _
FT WITH _ -,,- _ 5 i. 1
�9g�3g FT/
-- -
GY
OF 18" CMP STORM PIPE AT r iro 61 F " -,rT
REPLACE EXISTING ^z- I -3-��- GF. 18 HDPE SDR 26 STORM t= THE THE USc G PIPE BURSTING TERENCHLESS TECH � -.�hB L.F � ����
w -
a 15" RCP &- ROUGH HE U WITH- �3--LF-
>°. �
THROUGH THE USE OF. PIPE BURSTING TERENCHLESS TECHNOLOGY _-
i
2 5 / i 1 -. •, il.1103 f 1 FT
.30341e4r 20 \._ -- 0.8 I.F I o0 _ -1 -, -T F'I%iFlle5���.E: 20
°wq. ,A 52 LF 18" FOP STORM PIPE CONTRACTOR TO PROVIDE TEMPORARY PLUG HORIZONTAL II°-�0'
PIPE SLOPE AND INVERT TO PREVENT- BACKFLOW DURING CONSTRUCTION �I� iTIIN L.I° ,� °: �I.
EXPIRES 3 -3.98. AT CB #4 UNKNOWN
p p���p }� �y y �e @ HORIZONTAL DISTANCES MAY VARY FROM THOSE SHOWN ON THE
z SWAD- 9' -?27? =WATFR FIFVATION = 22.2 ON R /S /9fi IV®T.E:. De'slGir: Elevations Based On Old Datum (NGVD 1929) PLAN ALL DIMENSIONS ARE SUBJECT TO FIELD VERIFICATION.
TOP 30.5 (EXISTING)
INVT 23.8
201