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o CV oo CITY MON. # 1837 li -
`�' INSTALL 60 LF OF 8" PVC SEWER ® 0.5% MON. IN CASE
N s� INSTALL SURFACE CLEANOUT TO EXISTING GRADE N 190487.8567 - -
IE OF 8" LINE AT C.O. = 307:9 E 1306228.3676..
I� a W ELEVATION = 317.23
[V Z INTERSECTION OF EDMONDS AVE NE
AND NE 25th ST.
n O -.. MON. IN CASE -
_ N 190155.0470 W IM
L� CL - E 1306225.3392 i ;; t tip.,(_ _'fi 7 NOTE:
?] z z W Q _ J - SIDE SEWERS SHALL HAVE A MIN.
W - SLOPE OF 2% FROM THE SEWER MAIN
Q[ -._ ` U) Ip.1 -� TO THE ADJACENT PROPERTY LINES.
+'' -I �,,. fN. _ SIDE SEWER STUBS SHALL BE 6 FEET
® Q Z - -� L - DEEP AT THE PROPERTY LINE IF POSSIBLE.
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o `W d � , ' r h NC. r� - NEW 6" SIDE SEWER
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TEST i SSMH i21 ® TEST
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w Q Q o E CITY BENCH MARK #1837 u ! . -_ ! (�+ r. , f. �.� �r �. �I. ',.! �' u, _.,-1 r, iv �� i - - -- --
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3a ELEVATION: 317:23 FEET 7 t I � II I I�
�- _ - LOCATION: Intersection of NE 25TH ST u -
& Edmonds Ave NE. CE S'7,
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DESCRIPTION:. 2 -1/2" brass disc on `� �
o r "BM-4" m _ E E 'IUD)
w � ,
cone. man. feet 1n _ 1
A w a E
man. case. HDA BENCHMARK i \\ P I I
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\ FILED AN "X" IN TOP =Lk _', \ E. ._INC:'N, �0 HDA BENCHMARK "BM -3"
mN NE FOOTING BOLT, LUMINAIRE _ lX SET RR SPIKE'IN N.
I AT SW CORNER INTERSECTION OF
�I \ FACE POWER POLE,
_o NE 24TH ST. & EDMONDS AVE. \ I S SIDE N.E. 24TH' ST.
ELEVATION = 324.11' RIb° - ! OPPOSITE HOUSE #2613
OOM IN CASE ��nl�_Iirv, V ELEVATION = 325.56'
N 190135.1075 )
E 1306225.1413
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SSMH 21
0 0so SSMH #19 SSMH #20 CERTIFICATION w�fuK p' NEW d8 SSMH
^ SSMH NEW 48" SSMH WITH 4OUTSIGE DROP �9.j�„ N q- 9eiR3,yg.}e- 190122.46
N NE'N 4190149.07 N ilei3ir6}fr6190147.14 LOCp,T10NS OF THE TOPOGRAPHIC vqq
<LL AND VERTICAL
a w yo - ^ ^ ^� AR HEREBY CEE5�0T SURVEY "MADE gyES SHOWN HEREON fYt E' "� 1306546.42 THE HORIZONTAL
H FEATURES
.n E s= '>6fisB- 9849 1 3061 91.95 E -,� = 1306229.83 " SSMH
ME OR UNDER t'! : RIM := 323:955; 324.12
Rli, 3e3.89 322.99 RIM -�-�= 322.99' 48 SSMH
IE 12 "' SE = 36�z^e� 307.19 ' IE 12" E -'.39 64- 307.48 NEW MY DIRECTION. I I ' I IE 112" IE = 3mec25 309.22
N 190145.01' y to "' IE 112' W = 3es-ts 309.12
IE 12" W = 3e;- ;9307.09 IE 12" NW 3e 5# 306.67 E 1306273.34 1 I�r
IE 8 W - 3e�6a 307.58 I RIM' 322.53 F.D. RINGEL L.S. 23613 ,DATE-
w IE 12 E _, 307.86 fq� r TEST', BORING
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i IE 12 W 307.26 BH -6
2 TEST BORING
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33 _
a z..
,< ,. -. I 330
= fi
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'EXISTING CENTERLINE�',.,�
320 - - - -- 320
w.. ........ ............ ........... _:1 n
- :
310 rn
.. 310
W E9 LF OF 12" N 43.5 'LF 0.64%
3&2 LF OF 12" PVC SS ® B 5%
W PVC SS C� 643% 274 0.46% APPROX. BOTTOM
300 _ 38 LF 1.039 .. .
OF TEST BORE W
.... .....................N.. .... ......_. OF TES BORE .. .... .... ..... .. ...... BELOW W TTR..LEVEL............. W.. .: 300
..........
.
OM'' OF TEST BORE
W � JAN. 15, 1998 N
W GROUNDWATER LEVEL
2 9 n N BELOW 'B TTOM S_ W
0 OF TEST BORE
:..'290
.. :... .:....JAN.. ..15,. 1998.
290
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ALL WORD ON THIS SHEET IS SCHEDULE °'B"
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280.:.......... ................... ..
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