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NOTE
CV SIDE SEWERS SHALL HAVE A MIN.
SLOPE OF 2% FROM THE SEWER MAIN
TO THE ADJACENT PROPERTY LINES.
u CD SIDE SEWER STUBS SHALL BE 6 FEET NON. CASE
?> W F- DEEP AT THE PROPERTY LINE IF POSSIBLE. N 190099.5049 7389.4
7'1-- E 1307389.5249
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CONTRACTOR TO COORDINATE
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DRIVEWAY '.PITH PROPERTY
NEW OWNER. Of
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o SET RR SPIKE IN N.
SCALE �� =ZO' FACE POWER POLE,
�E S. SIDE N.E. 24TH ST.
_N OPPOSITE HOUSE #2733
ELEVATION = 340.41'
a� CITY BENCH MARK #1837
ELEVATION: 317.23 FEET
LOCATION: Intersection of NE 25TH ST
& Edmonds Ave NE.
Bp DESCRIPTION: 2 -112" brass disc on
conc. man. 0.4 feet in
mon. case.
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Z _' CERTIFICATION 1CK Dh,
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_ SSMH #23 SSMH #24 CLEANOUT I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
v1 W y °B LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON
o ` 1�N EW 48 SSMH NEW 48 SSMH N 190096.8636 ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER Gam. N
` -„ x;33 190104.55 N 9-99898 - .4963190098 -53 E 1307406.2801 "^" 26 1307133.25 E '307= 1307357.64 RIM = 340.80 MY DIRECTION.
RIM = - 3.49 333.56 RIM = 349.B0 330 -92 7 ! 23613 '
E 8" W = 332.31
IE 12" E = 325:5f 325.33 IE 12" W = 33!.Bf 330 -74 F.D. RINGEL L.S. 23613 DATE: ray
z IE 12° W = 335:44325.23 IE 8" £ = 33f. if 330.92
IE6 "E= 333.12
EXPIRES 9/11/
0
0 6" FORCE MAIN FROM DEVIL'S ELBOW
v LIFT STATION. (SEE S -2262)
e 350 - _ 350
YS.. -_ " .. ... .. ...... .. ............ ... - -... .... .. - -.._ -- - -.. ....... ".. " ".. ".. " ".... " "- "- .-- -- -'_ - - - --- - - " - -- "" --- - -. " -- .- ...-- ._ "... ". _....... ...... --- - -._.. -- -_._ --_ -.. ....... .....
II
340:, TEST BORING — 3 4 0 -
111 �..
_... s - - — — - - - -- - - .. ..... ....." ... ............... ... 5
-B - -- .
330 330:
........... .
.. . -- - - - - -- - - - -- - -- "- - " -- _ ... ".......... " "...... "..... ".
-
W f18 LF OF 8" PV
W }LF OF 12" PVC SS ® 2.59* 55 @ 2.50%
2.41%-
224.5
32 0 N I APPROX. BOTTOM 320
....... ...... ....... ..... ............. ....... ........ .................. .OF" TEST" BORE - . " "..... ------ - ----- --
W GROUNDWATER LEVEL - - - - - - - - -
W - BELOW BOTTOM OF TEST BORE -
......... ... ... ...... ........ ... (n JAN. 15, 1998 -
J 10
N 0 310 ...... .................. .....
rr ALL = WORK ON THIS SHEET IS SCHEDULE "B" =
300 300 =
PROFILE SCALE:
HORIZ.= 1 " =20'-
290: VERT. 1 " =10' 290
SCANNF^ .itit. 2 7 -A,,
ROLL 773 047