HomeMy WebLinkAboutD-29520DA PORTION OF NW 1/4, SEC.3, T.23N, R.5E, W.M.
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CONCRETE INLET 1 NOTES:
- -' - -.` B STA 209 +52 (55.0' LT) l
-� RIM= 415.2 11 X DENOTES NEW STRUCTURE, SEE THIS
IE (N) = 412.7 _ O''PLAN OR LATERAL PROFILE DWGS .
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DRAINAGE AND STRUCTURE NOTE DWG FOR
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EASEMENT, TYP 10 — — — _ MORE DETAILS
uo 19 LF 8" DUCTILE IRON - -'- co <3>
DENOTES EXISTING STRUCTURE AND /OR
` ----------- - - - - -y SEWER PIPE @ 2 %� Op Up w w + PIPE /CULVERT TO BE REMOVED
c _ ' ROW, TYP 1 X X X REMOVE STORM DRAIN PIPE /CULVERT
2 W ®_SD -��SO _ — — — — — — — — —.— _ J SD -�SD�� w /w —� - �•��GRADE TO DRAIN
?0�Y_ 5 w_w —,w__ w —_� w w - -w Z�� +O�_� W 1. STORM DRAIN INVERTS ARE MEASURED
w w w vas 9 `�_� IZ FROM CENTER OF CATCH BASIN.
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� 7 2. PIPE ZONE BEDDING AND BACKFILL PER
U WSDOT STD PLAN B55. 20 -0
SD
N
��- `_208 +00 ` -� 3. SEE DWGS SD13 TO SD17 FOR
� --�-- COAL CREEK PARKWAY SE 209 +00 �i iN �, DRAINAGE LATERAL PROFILES.
3 bb — _�-- �---- -- - -i- -_ --- --
4. CONCRETE INLET PER CITY OF RENTON
6 / u ' STANDARD PLAN 8010.
u P
5. CB TYPE 1 PER RENTON STANDARD
u u -- PROPOSED ILLUMINATION PLAN SP B012.
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u CONDUIT. SEE DWG IL7.
i 6. CB TYPE 2 PER CITY OF RENTON
7 STANDARD PLAN SP B027.
ROW, TYP
_ 7. SANITARY MH PER CITY OF RENTON:
�� =� '"� • -�\' P ��� PROPOSED JOINT UTILITY STANDARD PLAN SP B071.
` PROPOSED ILLUMINATION TRENCH. SEE DWG UG8.
:DRAINAGE ���/ CONDUIT. SEE DWG IL7. 8. ALL FRAMES, MANHOLE RINGS, AND
EASEMENT, TYP LIDS SHALL BE OF LOCKING TYPE PER
—� — — — — — — — — — — CITY STANDARDS IN RIGHT -OF -WAY.
EXISTING 9. CATCH BASIN TYPE 1L PER CITY OF
CULVERT RENTON STANDARD PLAN SP B014.
10. CONSTRUCT CURB & GUTTER PER CITY
OF RENTON STD PLAN SP F015.