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G- ...- _...... r,.- .._..4 -. r. __..';- _ .__...._... ...... _ -... _ INSTALL CLEANOUT FOR DRY SEWER � - -- ..._ -.._ ._ ..i_�. - - - -- .. _.._.._ -._ ._._
29 28 SEE NOI 9 3 7 E-� -� GA =bAS GAS GAS -GAS GAST GAS GAS AS GA GAS GAS GAS: H -GAS G T
I 12 I 24 Q © PLUG EXISTING STORMDRAIN PIPE
179 +00 ° DUVALL A VE E'j 180+00 sp sD sD SD +00 t j ( ' 183+00
_ c _ J OX DENOTES EXISTING STRUCTURE TO BE
-{- -- - -- -�---- - -1 -F- - - --t -- - - - --- - --f-- - -- - -
i: I 9 £ O O - O I O' I - +- m MODIFIED
LLI
_1._ 4 I 2 SEE NOTE 9, TYP _...._ -,, _...__ _.._ SEE NOTE 9 125 _. _ _ ......... i -_.. __....__.- .._ „__ Z_ / / -ABANDON STORM DRAIN PIPE IN PLACE
- ..._..._... _...._..,...
1 n .....
- - - REMOVE STORM DRAIN PIP ULVERT
rr
7 : �.._..._ /
_. __._ _
E C
.. f. / �...� f -� _ f ..... f.' /.... .�1......
.;. y . • . . 19 1. MEASURED
. ........ ..............., ...... <....... ......._...................... .:................_ _ ...... _.. _.._........
Q
wr FROM CENTER OF CATCH BASIN.
.< .. .. .: .. .n. .. . ' ..
- t r „s 1 -.._.. ........._....,.......:::b °...- 2. PIPE ZONE BEDDING AND BACKFILL PER
---- - - - - -- - - - - -- - - - -- __ - -- -- WSDOT STD PLAN B5520 0
\ P 13 " l
,• I
T i �y _ - - -- - - - -- -
-- ...._ ................ :.._
__-
3 SD17 FOR DRAINAGE
°', -" `• ROW, TYP LATERAL PROFILES.
15
STORM FILTER
P P P \ VAULT CA 2'x4' I o SEE PROFILE 4. CB TYPE 1 PER RENTON STANDARD PLAN
I l PROPOSED WATER MAIN I ON SD17 SP 8012.
PROPOSED JOINT UTILITY COMBINED DETENTION/
I SEE DWG Wt TRENCH. SEE DWG UG2 I WATER QUALITY VAULT A j 5 STANDARD PLAN SIP B �RENTON
174'X20'X10' SEE
450
440
430
420
410
400
390
179 +00 180 +00
KC MAP NO. 316-12
33301 9TH AVENUE SOUTH
ueos CALL 48 HOURS ® FEDERAL WAY, WASHINGTON
BEFORE YOU DIG BERGER/ABAM
'�isrES�° 98003 -2600
lEar�7, E R _ E I R E E R e i R c. VOICE: (206)431 -2300
r
SD19
6. SANITARY MH PER CITY OF RENTON
OADJUST CATCH BASIN TO GRADE, STANDARD PLAN SP 8071.
SOLID LOCKING COVER, CONNECT PIPE
TO THE NORTH AND TO THE EAST 7. ALL FRAMES, MANHOLE RINGS, AND LIDS
SHALL BE OF LOCKING TYPE PER CITY
OCONNECT PIPE TO THE NORTHEAST, STANDARDS IN RIGHT -OF -WAY.
ADJUST CATCH BASIN TO GRADE
8. AREA INLET PER CITY OF RENTON
19 ADJUST CATCH BASIN TO GRADE, STANDARD PLAN SP 8011.
SOLID LOCKING COVER
9. EXISTING SD LINE TO BE REMOVED. NEW
450 SD LINE TO BE PLACED IN THE SAME
LOCATION.
10. CONSTRUCT CURB & GUTTER PER CITY
OF RENTON STD PLAN SP F015.
440
430
I .
420 . .........
i
410
400 11 -
.iJ I
390 -
182 +00 183 +00
10 0 10 20 20 0 20 40
VERT HORZ
scale feet scale feet KEY PLAN
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
.0 RENTON RECONSTRUCTION
�� DATUM Planning /Building/Public works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS w c
�� Approved For construction SANITARY SEWER AND DRAINAGE SD4
Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 1 72 182
Last Svwd w*d Sw al 20M or 04.'49PM by wow lWe None: alMlFAPwr- 6W- VL2lC"1dMlDTL.5Mdw Seder?
181 +00
a'� MM
Z7.
REVISION BY DATE APPR E:2.D
TIE WALL UNDERDRAIN A
A PORTION OF SW 1/4, SEC.3, T
T.23N, R.5E, W.M. z
z
UNDERDRAIN I
INTO EXISTING CATCH BASIN A
AREA INLET, 18" DIA. ,
, \
6' DIAM. 1
17 LF OF,,.6" PVC 2 _....
..- :�. ... I
-- i -• I 1
IE 414.98 8 �
�B STA 182 +49.0
O W IQ I I N
SSA. MH 1
NOTES:
(31.8' LT) ¢
V...
.
.- W > S
182 +
021 "
¢ i
; ,
25 LF OF 8" W
,ie c
B STA 1
O D
DENOTES NEW STRUCTURE, SEE THIS PLAN
30 _ �... 1
B STA 180 +33.0 °
° a I
I S
I 2
2 PVC ®0.50% �
�4. O
�
OR LATERAL PROFILE DWGS AND
_..- _._r_._.._,....... __ ._ ._...., , _
26 c
c O :
,\ 7 i' . , 1
22 8
18 4
L`�8 STA 182 +98.0
O D
DENOTES EXISTING STRUCTURE AND /OR
_ 2
PIPE /CULVERT TO BE REMOVED
v? t
tilt:: 1
U i
i
1 A
ADJUST SEWER MANHOLE TO GRADE
i
--
N 2
2 C
CONNECT SIDE SEWER
_ ......._- , .._ - ...................... . .... ,n,- ,•__..... ; -. - - _.__ <;..........., ,._......_........._. <. _...._........
G- ...- _...... r,.- .._..4 -. r. __..';- _ .__...._... ...... _ -... _ INSTALL CLEANOUT FOR DRY SEWER � - -- ..._ -.._ ._ ..i_�. - - - -- .. _.._.._ -._ ._._
29 28 SEE NOI 9 3 7 E-� -� GA =bAS GAS GAS -GAS GAST GAS GAS AS GA GAS GAS GAS: H -GAS G T
I 12 I 24 Q © PLUG EXISTING STORMDRAIN PIPE
179 +00 ° DUVALL A VE E'j 180+00 sp sD sD SD +00 t j ( ' 183+00
_ c _ J OX DENOTES EXISTING STRUCTURE TO BE
-{- -- - -- -�---- - -1 -F- - - --t -- - - - --- - --f-- - -- - -
i: I 9 £ O O - O I O' I - +- m MODIFIED
LLI
_1._ 4 I 2 SEE NOTE 9, TYP _...._ -,, _...__ _.._ SEE NOTE 9 125 _. _ _ ......... i -_.. __....__.- .._ „__ Z_ / / -ABANDON STORM DRAIN PIPE IN PLACE
- ..._..._... _...._..,...
1 n .....
- - - REMOVE STORM DRAIN PIP ULVERT
rr
7 : �.._..._ /
_. __._ _
E C
.. f. / �...� f -� _ f ..... f.' /.... .�1......
.;. y . • . . 19 1. MEASURED
. ........ ..............., ...... <....... ......._...................... .:................_ _ ...... _.. _.._........
Q
wr FROM CENTER OF CATCH BASIN.
.< .. .. .: .. .n. .. . ' ..
- t r „s 1 -.._.. ........._....,.......:::b °...- 2. PIPE ZONE BEDDING AND BACKFILL PER
---- - - - - -- - - - - -- - - - -- __ - -- -- WSDOT STD PLAN B5520 0
\ P 13 " l
,• I
T i �y _ - - -- - - - -- -
-- ...._ ................ :.._
__-
3 SD17 FOR DRAINAGE
°', -" `• ROW, TYP LATERAL PROFILES.
15
STORM FILTER
P P P \ VAULT CA 2'x4' I o SEE PROFILE 4. CB TYPE 1 PER RENTON STANDARD PLAN
I l PROPOSED WATER MAIN I ON SD17 SP 8012.
PROPOSED JOINT UTILITY COMBINED DETENTION/
I SEE DWG Wt TRENCH. SEE DWG UG2 I WATER QUALITY VAULT A j 5 STANDARD PLAN SIP B �RENTON
174'X20'X10' SEE
450
440
430
420
410
400
390
179 +00 180 +00
KC MAP NO. 316-12
33301 9TH AVENUE SOUTH
ueos CALL 48 HOURS ® FEDERAL WAY, WASHINGTON
BEFORE YOU DIG BERGER/ABAM
'�isrES�° 98003 -2600
lEar�7, E R _ E I R E E R e i R c. VOICE: (206)431 -2300
r
SD19
6. SANITARY MH PER CITY OF RENTON
OADJUST CATCH BASIN TO GRADE, STANDARD PLAN SP 8071.
SOLID LOCKING COVER, CONNECT PIPE
TO THE NORTH AND TO THE EAST 7. ALL FRAMES, MANHOLE RINGS, AND LIDS
SHALL BE OF LOCKING TYPE PER CITY
OCONNECT PIPE TO THE NORTHEAST, STANDARDS IN RIGHT -OF -WAY.
ADJUST CATCH BASIN TO GRADE
8. AREA INLET PER CITY OF RENTON
19 ADJUST CATCH BASIN TO GRADE, STANDARD PLAN SP 8011.
SOLID LOCKING COVER
9. EXISTING SD LINE TO BE REMOVED. NEW
450 SD LINE TO BE PLACED IN THE SAME
LOCATION.
10. CONSTRUCT CURB & GUTTER PER CITY
OF RENTON STD PLAN SP F015.
440
430
I .
420 . .........
i
410
400 11 -
.iJ I
390 -
182 +00 183 +00
10 0 10 20 20 0 20 40
VERT HORZ
scale feet scale feet KEY PLAN
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
.0 RENTON RECONSTRUCTION
�� DATUM Planning /Building/Public works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS w c
�� Approved For construction SANITARY SEWER AND DRAINAGE SD4
Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 1 72 182
Last Svwd w*d Sw al 20M or 04.'49PM by wow lWe None: alMlFAPwr- 6W- VL2lC"1dMlDTL.5Mdw Seder?
181 +00
a'� MM
Z7.
REVISION BY DATE APPR E:2.D