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NOTE:
I� INSTALL 80 LF OF 8° C900 PVC SS ®0.4% TO
N SIDE SEWERS SHALL HAVE A MIN. I N 190196.2535
SLOPE OF 2% FROM THE SEWER MAIN I E 1306858.8511
TO THE ADJACENT PROPERTY LINES. I WSTALL SURFAGE ^ E.•, ^ „r r ,ter,.,^ GRADE
0- > CC SIDE SEWER STUBS SHALL BE 6 FEET I n _
> W O DEEP AT THE PROPERTY LINE IF POSSIBLE. SURFACE CLEANOUT DOES NOT EXIST.
IT WAS REMOVED DURING CONSTRUCTION
j NEW 6” E SEWER I I OF ADJACENT SINGLE FAMILY PLAT.
(� MON. IN CASE
b < LLJ LLJ N 190115.6449
`^. z E 1306860.0694
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P HDI+ BENCHMARK "BM -2"
E CITY BENCH MARK #1837 SET RR SPIKE IN N.
,k �E ELEVATION: 317.23 FEET FACE POWER POLE,
LOCATION: Intersection of NE 25TH ST OPPOSITE HOUSE S. SIDE N.E. 24TH ST.
a &Edmonds Ave NE.' u
aa� DESCRIPTION: 2 -112° brass disc on ELEVATION 32,tt70709
conc. mon. 0.4 feet in
man. case.',
Sa
3 CERTIFICATION 4tSC� _D h'
o� SSMH X22 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
n
o es' LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON tY, Csl
NEW 48 SSMH WITH OUTSIDE DROP ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER
< ``� N i-9ef!;3 -4;-2 &190112.39
E 3 .�' 130686328 MY DIRECTION. Pq
RIM !61: Vie- 328.65 23613°
N IE 12 E ;5f f.00 311.02 12 "PVC �f s"
F.D. RINGEL L.S. 23613 DATE:
z IE 12° W = 348-.76 310.92
IE 8 N = 3f f. fe- 310.85 owIR6 9�11�
o IE 12" E = 318.68'. DUCT
340 -
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- TEST BORING IV
330: BH-7 - - - - --
Id .... < - - - - 330
_.... .... - - -- .... ........ ...... -- - --
m .. ...........F- : LF 12. PV
.......
w : - ass- DF c ss ®s.2s% 320
w.
270
310: N :
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317
e
W : .-- -- - - --- - - - -_- --------------------------- ---- :- - - - - -- - -- .. -------------
32� LF OF: 12' PVC SS ®0.54Y W 10
N:
APPROX. BOTTOM - N
- OF TEST BORE
OD 300: _ : : : : : GROUNDWATER: LEVEL : . W - - 300
......... ............................. _ _
w .........:.. . . ---- -_---- -A ----WORK . -- THIS: ---------- ------ "-------------8---------- BELOW- 1999 -OF-TEST-BORE---
OM � -
LL ON. IS: SHEET IS SCHEDULE "B":
JAN. 15,
290 290
PRO €ILE SCALE
HORIZ 1 „ =2.0,
280: VERT. 1 " =10' 280
S S 1 6 1 1
2
SCANNED JUL '' 2 7 2UU i
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