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' NOTE: '
N SIDE, SEWERS SHALL HAVE A MIN.
SLOPE'.. OF 2% FROM THE SEWER MAIN
(L ® TO THE ADJACENT! PROPERTY LINES..
> SIDE: SEWER STUBS SHALL BE 6 FEET MON. IN CASE
W DEEP AT THE PROPERTY'! LINE IF POSSIBLE. N 190099.5049
5 - E 1307389.5249
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i ° ELEVATION = 340.41'
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a w a 6 CITY BENCH MARK #1837
ELEVATION: 317.23. FEET
LOCATION: Intersection of NE 25TH ST I
& Edmonds Ave NE.
DESCRIPTION: 2 -1/2" brass disc on I r ,l i.., 611
_ conc. man. 0.4 feet inl� s 'l et F
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o _ _ CERTIFICATION 41Ca D
o N ' H #23 ` ^ 4 z MH #24 CLEANOUT I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL Gi
W 48 SSMH N 190096.8636 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON �y
.. a ` LL SSMH 190104.55 : NSA i 9 $.53 E.1307406:280 I _. R t"
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'48 SSMH NEW
„ — 1% ARE 171E RESULT OF A SURVEY MADE BY ME OR UNDER
E 1307133.25 E ;- *rr - r I MY DIRECTION.
RIM 333:49333.56 RIM 3.kB:BA33097357.64 RIM= 340.80 ,I. 23813
IE' 8" W = 332.31
CIE 12 E = 335.55 325.33 ! IE '12" w',!'= 33i -�i- 0.74 'F.D. RINGEL L.S. 23613 DATE; - I
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W GROUNDWATER LEVEL
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W - - BELOW BOTTOM OF TEST BORE
Z ....310 JAN. 15, 1998
310
A SHEET IS SCHEDULE „B„
ALL WORK ON THIS S
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