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SOME EXISTING STORM
DRAINAGE UTILITIES
INDICATED TO BE DEMOLISHED
SERVE AREAS BEYOND THE
DEMOLITION LIMITS. CONTRACTOR
SHALL SCHEDULE DEMOLITION
OF THESE UTILITIES SUCH THAT
ADJACENT AREAS ARE NOT FLOODED.
CONTRACTOR SHALL PROVIDE MEANS
TO DIVERT FLOW AS NECESSARY
TO COMPLETE WORK.
-�WP - s7—si s"*
fol
mmm=mmii4z m1
RECOM M EN DED
iFOR APPROVAL BY
20' 10' 0 20' 40'
S. 1 /2, SEC. 24, T. 23N., R. 4E., W.M.
N N. 1 /2, SEC. 25, T. 23N., R. 4E., W.M.
CONSTRUCTION 7 9=7
L (�� DATE:
� � � � � �
9L39
'ES:
SURVEY CONTROL
>RMATION, SEE
KING G4.
GENERAL DRAWING
BOLS, SEE
KING G4.
GENERAL DEMOLITION
TEMPORARY EROSION/
\AENTATION CONTROL
.S, SEE DRAWING
11.
STRUCTION NOTES:
CONSTRUCTION HAUL
ROUTES NOT SHOWN.
ACTOR SHALL PREVENT
DORT OF SEDIMENT
EBRIS BEYOND PROJEC
IN ACCORDANCE WITH
(CATION 02771.
XISTING KING COUNTY
SEWER TO BE PRO—
ED AND TO REMAIN.
.XISTING PUGET SOUND
.NERDY OVERHEAD
-R SYSTEM TO BE
-ECTED AND TO REMAIN
.XISTING STORM DRAIN—
kGE SYSTEM TO BE
FECTED AND TO
SIN.
THE LOCATION OF THE
BLEARING LIMIT FENCE
'PROXIMATE AND MAY
ELD ADJUSTED AS
IRED TO PERFORM
MINIMIZE
DISTURBANCE AND
VAL OF EXISTING
FATION IN AREA
DRMER PRACTICE
USI
KEY PLAN
SCALE: NONE
C° /)" /J - 2% S-