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SECTION 31,32 TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M_
KING C01-JNTY, WASHINGTON.
WATER SURFACE ELEVATION = 16.8'(NAVD88)
AT TIME OF SURVEY. WATER SURFACE ELEVATION
VARIES FROM 16.8 TO 18.8
:AL
IS SCALED
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DHA -7
SCR "X" IN CONC WALK
1917 First Avenue
E 1301246.3096
ELEV= 39.97'
Seattle, Washington 98101
1 DRAWING CONFORMED TO CONSTRUCTION
RECORDS
206443 -5300 Fax: 206 -443 -5372
NO. REVISION
BY
ROLL
I
3,
J
HOUSE #3805
HOUSE #3719
NOTES:
1. HORIZONTAL AND VERTICAL LOCATION SHOWN FOR EXISTING 8'
CAST IRON FLUSH MAIN IS APPROXIMATE. VERIFY HORIZONTAL AND
VERTICAL LOCATION PRIOR TO MANHOLE SHOP DRAWING SUBMITTAL_
2. SEE DIVISION 1 SPECIAL PROVISIONS FOR CONSTRAINTS AND
MILESTONES OF IN —LAKE WORK AND OTHER WORK PRODUCTS.
3. AVAILABLE HYDRAULIC HEAD LOSS IN THE FLUSH STATION SYSTEM
IS EXTREMELY LIMITED. SEWER BYPASSING AND /OR SEWER CLEANING
METHODS THAT INTRODUCE SIGNIFICANT HEAD LOSS INTO THE
SYSTEM OR SURCHARGE THE SYSTEM WILL RESULT IN SEWER
BACKUPS INTO HOMES. CLEANING AND SEWER BYPASSING METHODS
THAT RESULT IN SURCHARGING WILL NOT BE ALLOWED. THE
CONTRACTOR SHALL AT ALL TIMES CONDUCT ITS WORK SO AS TO
PREVENT ANY BLOCKAGE AND SURCHARGING IN THE SIDE SEWERS
CONNECTED TO THE FLUSH MAIN. DAMAGE TO EXISTING FACILITIES AS
A RESULT OF THE CONTRACTOR'S WORK SHALT. BE PROMPTLY
REPAIRED IN KIND AT THE CONTRACTOR'S EXPENSE.
3-306204
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BUSINESS DAYS
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1 -500 -424 -5555
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DHA -7
SCR "X" IN CONC WALK
N 1947172221
E 1301246.3096
ELEV= 39.97'
NOTES:
1. HORIZONTAL AND VERTICAL LOCATION SHOWN FOR EXISTING 8'
CAST IRON FLUSH MAIN IS APPROXIMATE. VERIFY HORIZONTAL AND
VERTICAL LOCATION PRIOR TO MANHOLE SHOP DRAWING SUBMITTAL_
2. SEE DIVISION 1 SPECIAL PROVISIONS FOR CONSTRAINTS AND
MILESTONES OF IN —LAKE WORK AND OTHER WORK PRODUCTS.
3. AVAILABLE HYDRAULIC HEAD LOSS IN THE FLUSH STATION SYSTEM
IS EXTREMELY LIMITED. SEWER BYPASSING AND /OR SEWER CLEANING
METHODS THAT INTRODUCE SIGNIFICANT HEAD LOSS INTO THE
SYSTEM OR SURCHARGE THE SYSTEM WILL RESULT IN SEWER
BACKUPS INTO HOMES. CLEANING AND SEWER BYPASSING METHODS
THAT RESULT IN SURCHARGING WILL NOT BE ALLOWED. THE
CONTRACTOR SHALL AT ALL TIMES CONDUCT ITS WORK SO AS TO
PREVENT ANY BLOCKAGE AND SURCHARGING IN THE SIDE SEWERS
CONNECTED TO THE FLUSH MAIN. DAMAGE TO EXISTING FACILITIES AS
A RESULT OF THE CONTRACTOR'S WORK SHALT. BE PROMPTLY
REPAIRED IN KIND AT THE CONTRACTOR'S EXPENSE.
3-306204
Q CALL TWO
BUSINESS DAYS
J� BEFORE YOU DIG
1 -500 -424 -5555
UPg
N
N d
�v °
20 0 20 40 a
Q SCALE IN FEET $
IN
CITY OF
w.o + MAY 2003
AS NOTED. tea: xo ,ssr,
FENTON KENNYDALE LAKEFRONT s
SEWER IMPROVEMENTg
r�
aau DATUM planning /Building /Public Works Dept. SITE MANHOLE LOCATION C2
F IW OE r]I
2 ,nnnm s�ac.mtrvar 4 X10
8x
SCANNEDHAR 29 -2—fc CD; 7--'?0
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