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INSTALL 40 LF OF 8" PVC SEWER ® 1.0% TO I � I
N 190187.1164 Q
NOTE:
I SIDE SEWERS SHALL NAVE A MIN.
SLOPE OF 2% FROM THE SEWER MAIN
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E 1305811.3071 z
I TO THE ADJACENT PROPERTY LINES.
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INSTALL SURFACE CLEANOUT TO EXISTING GRADE
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SIDE SEWER STUBS SHALL BE 6 FEET
DEEP AT THE PROPERTY LINE IF POSSIBLE.
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IE OF 8" LINf AT C.O. = 305.77 I
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MON. !N CASE
� � a � Z y� I I N 190148.8405
_ � � 3Q I W E f3058f6.S }63 _
- � Z o _ CITY BENCH MARK � 1837
MON. IN CASE Z
aw ELEVATION: 317.23 FEET � -F
� - [� �a LOCATION: Intersection of NE 25TH ST N 190148.6243 I I - �:
I--� W a E 1305802.1386
� - � � �c &Edmonds Ave NE. I W
c � DESCRIPTION: 2 -1/2" brass disc on I Q I � HDA BEN
-��- � �, coot. moo. 0.4 feet In FILED AN
moo. case.
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�N z HDA BENCHMARK "BM -5"
ti. � � I � I SET RR SPEKF [N NORTH FACE NE FOOTI
,� �i �� � f— POWER POLE, AT S.E_ CORNER
a� � Q � INTERSECT[ON N_E_ 24TH ST. AT SW CI
& DAYTON AVE. N.E_ NE 24TH
Q � ELEVATION = 322.56' ELEVATOOf
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CERTIFICATION svq����'��G�
z I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
o � »_� LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON k �
yon ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER Fr. t"
rn � =y SSMH //'18 MY DIRECTION. ♦" a
a `' ? NEW 48 SSMH 23613 �v
NN ' ^ ^,— ,ro,�- �--4�r 190143.58 `QSr �s*s,s^',�
E 43659fi9:9446 1305808.41 F.D. RINGEL L.S. 23613 DATE: o+10y y�D
N RIM = 3ii-7fr 321.55 EXPIRES 9/11/
z IE 12" E = 3957 305.16
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IE 12" W = 3953-7 305.06
z IE 8" N = 395at305.10 -
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� � � � � � TEST BORING � - � - � � - - - - - � � � � � -
a� BH -3 : : : _ _ - - - — � EH -4- -----.—----------------
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(/') � � 241 LF OF 12" PVC SS ®6 �9e : APR BOTTO � � � - - - - - - 8 5 _ 12 PV ®0.5 _ _ _ .
3 O O . : 0.551, : OFPT �ST BORE M : : � � N
i 346- LF OF C'SS
W...................... ---------- -�---- --------��---- ---------:. APPROX..BOTTOM--�--�---�--.. :....._ 3 O O
: W � � � GROUNpWATER LEVEL - - � - : : - OF TEST BORE _ W
- (n BELOW" BOTTOM OF: TEST BORE - - � - - - - - - � � � - - - W
JAN. 1 -5, 1998 - - : : � - - _ GROUNBWATER LEVEE _ - (/)
oz _ � - � _ _ _ BELOW $OTTOM OF TEST BORE � _ _ _ -
290 '
. .......... ......... JAN 15 1998
290
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ALL WORK ON THIS SHEET IS SCHEDULE "8"
280: 280
PROFILE SCALE :
HORIZ. 1 " =20'
2 % Q :..... ....:....... .:...... —� — - — — — —
VERT 1" 10' 270
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