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INSTALL 60 LF OF 8" PVC SEWER ® 0.5%
INSTALL SURFACE CLEANOUT TO EXISTINf GRAG
IE OF 8" LINE AT C.O. = 307.94
= 3 2 2.51 LE
UN. iN
8"CONC. SE =321 .1 1901;
( ) 1306,
GRASS
SCALE 1 "=209
CITY BENCH MARK # 1837
ELEVATION: 317.23 FEET
LOCATION: Intersection of NE 25TH ST
& Edmonds Ave NE.
DESCRIPTION: 2-112" brass disc on
conc. man. 0.4 feet in
mon. case.
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RIM=323 15
I.E. 8"CONC.(NE)=320.45
HDA BENCHMARK "BM-4" 1
FILED AN 'Y' IN TOP
NE FOOTING BOLT, LUMINAIRE
AT SW CORNER INTERSECTION OF
NE 24TH ST. & EDMONDS AVE.
ELEVATION = 324.1 1 '
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SSMH # 19
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NEW 48 SSMH
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N 190149.07
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E 1306166.9 1306191.95
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RIM = 323.8 322.99
IE 12" SE = m7.20 307.19
IE 12" W = 397. 1-0-307.09
CITY MON. # 1837
MON. IN CASE
N 190487.8567
E 1306228.3676
ELEVATION = 317.23
INTERSECTION OF EDMONDS AVE NE
AND NE 25th ST.
Rl�vl
322.27
I.E.
8"CONC.(S±)320.37
CB
RIM=322.16
I I.E.
6"CONC.(N)=321.06
I.E.
8"CONC.(S)=319.36
I.E.
12"�ONC.(E)=_319.26
I.E.
1 2"CONC. (W)=31
9,.1 6
SSMH #20
NEW 48" SSMH WITH OUTSIDE DROP
N 190147.14
E 1306229.4 1306229.83
RIM = 323. ee 322.99
IE 12" E = 3e7.64 307.48
IE 12" W = 387.54 306.67
L I o l lE 8" N= 307.64 307.58
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W fig� LF OF 12
Li PVC SS 0 b.49% o
300
= : 38 LF 1.03%
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TEST BORING
CB
RIM322.75
E. 8"CONC. �N)-321.00
#20A
NEW 48" SSMH
N 190145.01
E 1306273.34
RIM = 322.53
IE 12" E = 307.86
IE 12" W = 307.76
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.
NEW 6" SIDE SEWER
(TV DI!` A I 1
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:
SET RR SPIKE IN N.
FACE POWER POLE,
S. SIDE N.E. 24TH ST.
OPPOSITE HOUSE #2613
ELEVATION = 325,56'
SSMH #21
NEW 48 SSMH
N 190123 .0, 190122.46
E 1306533.5 1306546.42
RIM = 323.97 324.12
IE 12" E = 309.25 309.22
IE 12" W = 3$9.-5- 309.12
BH-5
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3$3- LF OF 12"
Pl/C SS Ca 69`
o 43.5 L- F Col 0.64% - -
274 0.46%
TEST BORING
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c1 _ APPROX. BOTTOM
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oQ-------- .:.........:.........:.........:.........:.........:.........:.. - - - - - -
APPROX.-BOTTOM---------------------- GROUNDWATER- LEVEL W
OF TEST BORE - - - - : : BELOW BOTTOM OF TEST BORE
JAN. 15, 1998 (n
330
.. 320
310
W - : : - GROUNDWATER LEVEL :
z BELOW _BOTTOM OF .TEST BORE
U) 2 9 0 JAN. 15, 1998
------------------------------------------------------------------------------------------------------------------------------------------------------------..................._.......------............-----------...._---------------------------..:.........
ALL WORD ON THIS SHEET IS SCHEDULE "B"
w 290
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280
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PROFILE SCALE
HORIZ. 1 "=20'
VERT. 1 "=10'
270: : : : : : : : : : : : : : 270
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