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SCALE 1 "=209
NE
CITY BENCH MARK # 1837
ELEVATION: 317.23 FEET
LOCATION: Intersection of NE 25TH ST
& Edmonds Ave NE.
DESCRIPTION: 2-112" brass disc on
conc. mon. 0.4 feet in
mon. case.
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NOTE:
SIDE SEWERS SHALL HAVE A MIN.
SLOPE OF 2% FROM THE SEWER MAIN
TO THE ADJACENT PROPERTY LINES.
SIDE SEWER STUBS SHALL BE 6 FEET
DEEP AT THE PROPERTY LINE IF POSSIBLE.
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INSTALL 80 LF OF 8" C900 PVC SS @ 0.4% TO
N 190196.2535
E 1306858.8511
ff
SURFACE CLEANOUT DOES NOT EXIST.
IT WAS REMOVED DURING CONSTRUCTION
CB OF ADJACENT SINGLE FAMILY PLAT.
' RIM =328.1 1
I.E. 12"CONC.(N) 326.51
I.E. 12"CONC.(WSW) 326.21
INSTAI I NFW W14FFI I'I- AIR RAJUPS
CB
RIM=327.67
I.E. 12"CONC.(N)-3 6.21
I.E. 6"PVC(S)-326.0�2
SSMH #22
NEW 48" SSMH WITH OUTSIDE DROP
N i9ei 13.41 1901 12.39
E 1 06862 Z" = 1306863.28
RIM = 32-8.68 328.65
IE 12" E = 3 i i :90 311 .02 12"PVC
IE 12" W = 318..76 310.92
IE8"N=3ii.i0310.85
IE 12" E = 318.68 DUCT
,V
SET RR SPIKE IN N
FACE POWER POLE,
S. SIDE N.E. 24TH ST.
OPPOSITE HOUSE #2709
ELEVATION = 332.70'
5-?lb??f
CERTIFICATION
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON
ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER
MY DIRECTION.
F.D. RINGEL L.S. 23613 DATE:
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.................... -26.6- LF - OF - 12''..P-VC SS ®. ... -
5.26�
270 - - - -
325- LF OF: 12" PVC SS ® 0.54%
317 APPROX. BOTTOM
OF TEST BORE
GROUNDWATER: LEVEL
------------....................... --------------------------------- ....................................................................................... OF TEST RE -------------- --.---------- -------------- --- ---------------
BEL- BELOW- BOTTOM � � - TEST- BORE
�> » JAN. 15, 1998
ALL WORK ON THIS: SHEET IS SCHEDULE B : = = = - -
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PROFILE SCALE
HORIZ. 1 "=2:0'
280: : : : : : : : VER:T. 1 "=10'
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