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n SIDE SEWERS SHALL HAVE A MIN.
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SIDE SEWER STUBS SHALL BE 6 FEET MON. IN CASE
� DEEP AT THE PROPERTY LINE IF POSSIBLE. N 190145.1860
Z � > '�i E 1305572.2009
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m WEST SIDE F � RIM = 312.9 3
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i--� �� NEW CB #2 MON. IN CASE I.E. 8"±PVC(NNE)=306.13
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N 19013 3.154 HDA BENCHMARK "BM-6" I.E. 8"±PVC(S)=302.98 W
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SET RR SPIKE IN N. _
m E SET RR SPIKE IN N. w Q FACE POWER POLE,
0'� FACE POWER OLE, S. SIDE N.E. 24TH ST.
ON S. SIDE N E. 24TH ST. - 120 ± EAST OF BLAINE AVM.
SCALE 1 "=20' N 130'± W. OF BLAINE AVE. N.E. I ELEVATION - 304.1 1' I =
CD ELEVATION - 83.44 I CT Q
C> I U
CITY BENCH MARK # 1837 -
ELEVATION: 317.23 FEET
LOCATION: Intersection of NE 25TH ST I I
& Edmonds Ave NE.
Z DESCRIPTION: 2-112" brass disc on
wo
conc. mon. 0.4 feet in
FE
mon. case. SCHEDULE "A"
CB 25
NEW CB TYPE-1
CERTIFICATION �C D �
z N 190150.4126 ��'
o U z o SCHEDULE A E 1305185.6521 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
_ Z o CB #23 RIM = 22.E 282.41 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON _
� w NEW CB TYPE-2 ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER r SSMH 17
Z ' z a IE 12" S =� 279.32
N 190142.71 MY DIRECTION. c� #
w E 1305184.84 23613 �v
Q o s NEW 48 SSMH►
N RIM = "ZIT 282.49 SCHEDULE A'S'sj RECSTSR� N ^' "" `5" 19 139.83
F.D. RINGEL L.S. 23613 DATE: L V E 13 567.30
IE 18" W =-5�277.50 NEW CB TYPE-1 RIM = 313 ;F 313.01
Cn IE 12" N = 2�83277.65 N 190122.49 SSMH #16 EXPIRES 9/11/ !E 12" E = 366630 .74
LliZ IE 12" S = 2�?>g3 277.95 E 1305186.06 NEW 48 SSMH IE 12" W = 3.63.96 303. 5
� RIM = 282.eO 282.1 1 N 190136.5238
Z _ „� 279.69 IE 8" N = 8fl--8-�- � . ?1 -A
0 o IE 12 N - z78.00 E 1305297.4757 "CD
I E 10 S = 303.77 Q
o 0 0 0 RIM = 2�r 290.47 z o
0
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Wo �" 3 0 IE 12�� E _� 282.30 - �'Q X 320
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'': GROUNDWATER LEVEL
L j = JAN. 15, 1998 LV
280_.: : : : : :
----------------- -------.
> GROUNDWATER LEVEL
P-------------------------------------------------------------------------------------------- ---
: JAN. 15, : 1998 _ LF pF 12"_ VC SS ® 5 22% APPROX. BOTTOM
Or TEST BORE
181.5
2 7 0: : : LF OF 18" CPEP SD : : _ ALL WORK ON THIS SHEET IS SCHEDULE "B" EXCEPT 2 0=
73 _ 2.99 23;:24,--25-:AND--AL-L-STORM PIPES--WHICH-ARE------- --- -----------------------------
PROFILE SCALE SCHEDULE "A" WORK - - - - - -
HORIZ. 1 "=20'
260: : : : : : : : VERT. 1 "=10:' : : : : : : 260:
----------------------
o APPROX. BOTTOM OF TEST BORE
WWP.2�_� Z ELEVATION 253.00 . (GNiNEU JUL 7 r a '
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