HomeMy WebLinkAboutD-295209O
0
C7
't
O
B STA 188 +79.0 1 I 1 B STA 190 +45.
(25.6' LT) I (25.3 LT)
B STA 190 +25.
ROW, TYP 1 (25.0' LT)
3a.
O arp 23
+I u
a0
00
SW 1/4, SEC.3, T.23N, R.5E, W.M.
ES
(25.
I!
C'f' \ �
I _
I� CON IC NLET P ` 15
P 22
10 - --- - -I - -- I il�
2 6
G -- - - -- GG — — G - -- G - -- G - - — -- G —
- w - --- 'v - -- -- w - - -- 11 — - w - ---�— n it
- s-t -- - - - - GAS -LIN 1
I 11 BE RELOCATED
GAS G S �A'i GAS GAS GAS GAS GAS GAS DUVALL AVE NE 1s
191 +o 1s2+
190
T
I
T
21 N
/ P
Lu I /
I J.
Z
S GAS
GAS GAS
GAS GAS GAS
GAS
GAS GAS S —
Ib
430
— —Ur-IP —U
420
3
410
188 +00
400
189 +00
19 +00
W
- - --
- y� - -
- -- y�i - - --
-
- - -- -yam
�gp
J
CONDUIT
4'
7
= F-- 'r-- ---- ��•------ -- w --.,_.
U - -- T. --- - -- r` -- -- T
rP01WR
OUTH
? r_—
fi - -- -
-- T— -.. T T
--
T
�r - -- - - --
AT W T T ._._. —. .. ---'--
-
_ -
Q-
T
—T T --
�• T
T - 'r
T T - -T
' P - - -_— P -
.. ..- P _-
P _ - -- -
- P P P
T _ T
P -- P—
a= rtcb?� _-T
_
--
F— U
U U
P U
BASE ONI Y U
U
I \`
i I
5 CONNECT TO 8
EXISTING
YARD DRAIN
�
I
%
'
I
I
I
- s-t -- - - - - GAS -LIN 1
I 11 BE RELOCATED
GAS G S �A'i GAS GAS GAS GAS GAS GAS DUVALL AVE NE 1s
191 +o 1s2+
190
T
I
T
21 N
/ P
Lu I /
I J.
Z
450
_ T .._. —__.. .__._...._..__ 7
440
=OI,W Q
'•-
430
— —Ur-IP —U
420
ROW, TYP-
410
PROPOSED JOINT UTILITY
400
- s-t -- - - - - GAS -LIN 1
I 11 BE RELOCATED
GAS G S �A'i GAS GAS GAS GAS GAS GAS DUVALL AVE NE 1s
191 +o 1s2+
190
T
I
T
21 N
/ P
Lu I /
I J.
Z
NW 1/4, SEC.3,. T.23N, R.5E, W.M.
T7.0 -
-- —� NOTES:
- --- „ - --D- Ili OX DENOTES NEW STRUCTURE, SEE THIS PLAN
OR LATERAL PROFILE DWGS AND STRUCTURE
- - - - NOTE DWG FOR MORE DETAILS
ODENOTES EXISTING STRUCTURE AND /OR
PIPE /CULVERT TO BE REMOVED
ADJUST SEWER MANHOLE TO GRADE
— CO
+ ❑2 CONNECT SIDE SEWER
rn
—GAS G/ ❑4 ADJUST VALVE COVER TO GRADE
H ZP PLUG EXISTING STORMDRAIN PIPE
— sly fn
m OX DENOTES EXISTING STRUCTURE TO BE
9) Z MODIFIED
J / /
-ABANDON STORM DRAIN PIPE IN PLACE
E -T - REMOVE STORM DRAIN PIPE /CULVERT
u u- 1. STORM DRAIN INVERTS ARE MEASURED
FROM CENTER OF CATCH BASIN.
I OND IT ��
2, PIPE ZONE BEDDING AND BACKFILL PER
_ T .._. —__.. .__._...._..__ 7
WSDOT STD PLAN B55. 20 -0
=OI,W Q
'•-
U_n- -
— —Ur-IP —U
-7.
P 14
ROW, TYP-
G
PROPOSED JOINT UTILITY
STANDARD PLAN 8010.
TRENCH. SEE DWG UG4.
uI '
>,
NW 1/4, SEC.3,. T.23N, R.5E, W.M.
T7.0 -
-- —� NOTES:
- --- „ - --D- Ili OX DENOTES NEW STRUCTURE, SEE THIS PLAN
OR LATERAL PROFILE DWGS AND STRUCTURE
- - - - NOTE DWG FOR MORE DETAILS
ODENOTES EXISTING STRUCTURE AND /OR
PIPE /CULVERT TO BE REMOVED
ADJUST SEWER MANHOLE TO GRADE
— CO
+ ❑2 CONNECT SIDE SEWER
rn
—GAS G/ ❑4 ADJUST VALVE COVER TO GRADE
H ZP PLUG EXISTING STORMDRAIN PIPE
— sly fn
m OX DENOTES EXISTING STRUCTURE TO BE
9) Z MODIFIED
J / /
-ABANDON STORM DRAIN PIPE IN PLACE
E -T - REMOVE STORM DRAIN PIPE /CULVERT
u u- 1. STORM DRAIN INVERTS ARE MEASURED
FROM CENTER OF CATCH BASIN.
I OND IT ��
2, PIPE ZONE BEDDING AND BACKFILL PER
p 'I I
WSDOT STD PLAN B55. 20 -0
=OI,W Q
N ;
3. SEE DWGS SD13 TO SD17 FOR DRAINAGE
z S
LATERAL PROFILES.
4. CONCRETE INLET PER CITY OF RENTON
I
STANDARD PLAN 8010.
5. CB TYPE 1 PER RENTON STANDARD PLAN
SP 8012.
6. CB TYPE 2 PER CITY OF RENTON
STANDARD PLAN SP 8027.
16 CONNECT TO EXISTING STORM MH
INSTALL NEW PIPE, REMOVE 28 LF 7. SANITARY MH PER CITY OF RENTON
PIPE TO WEST STANDARD PLAN SP 8071.
8.- ALL FRAMES, MANHOLE RINGS, AND LIDS
SHALL BE OF LOCKING TYPE PER CITY
STANDARDS IN RIGHT -OF -WAY.
-- - - - -- - - - - -- -- - - - - -- - - - -. _... - - -- ._...- -- - - -- -- - -- - -- 50 9. RENTON
.........' :.......:. .... STAND RDTPLAN SP 011.R
....... ....:.:.: :.
......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......... ......... ......... ......... ......... ..
1 PER CITY OF
......... ..
......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........:
..... ...... RENTON STD PLAN SP F015
__.'.:..:._: .'. - ._'.:._.....__.__._._._.:. _:.:.::.: - -- _:_..:._.._...:._:.___ - - --
::::::::: ::::::::: ::::::::: ::::::::: - -- : :::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::..._ . .. ..... ::: ::::::::: ::::: :::: 440
......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .....:::: ® M LOCK S11
......... ......... ......... ......... ......... ......... ......... ......... :::::flNl H;,G,RADE ....
......... ......... ......... ......... ......... ......... ......... ......... . � ::::: ........: :.. ..... :...:....I........ ....... ......... :. - - .... .........
WALL, LSEE
B E
430
420
410
400
390' I - ------ - -_J -__.. _L___.-- _1..- ___- __- _- _- _.__J_. I - 1 -- r _ 390 -
188 +00 189 +00 190 +00 191 +00 192 +00
CALL 48 HOURS
' BEFORE YOU DIG BERGER /ABA
.2t.011- 800 -424 -5555 E N N I N E E RP. I
DNO isle 4. � King County
Gos1 S'—d m Wed Mr 19 2008 d C&S7PN by Anaak— Fde Vmq aI2004IFAPW I- 04- OJ2IOAOOIdqsI074 .m06dxg Scav 1
333019TH AVENUE SOUTH
FEDERAL WAY, WASHINGTON o NAs
98003 -2600 '""`ARM
VOICE: (206)431 -2300
FAX: (206)431 -2250 NO. REVISION Bl' DATE APPR —
JSG
10 0 10 20 20 0 20 40
VERT. HORZ
scale feet scale feet KEY PLAN
• x X7.1 CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
-� RENTON RECONSTRUCTION
DATUM PI ing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS�„�
d� pproved For constructions SANITARY SEWER AND DRAINAGE SD6
Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEETS 9°.”" 74 i 83