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A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., ROE, 5 E., W.M., viNG, CnUNTY, WA
S.M.H. /13, TYPE 1 -48'0 I M.H. #14, TYPE 1 -48"0
7.5' SEWER EASEMENT (TYP.)
STA. 30+47.13, 3.79' RT. STA. 31 +97.28, 2.95' RT.
+� 6 "0 SIDE SEWER 148 LF, 8 "0 PVC SS
O S =2.0% MIN. (TYP.) 35 LF, 8 "0 PVC SS
S S.M.H. #8 i ---- -�
` ROAD C TRACT K
d� 31+00 � --
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,. G _- -- - -- - -'- -' -- -- �' IE= 39033 PAD=
Cl - 339 .50 t =�
I1= 381.5 I.E=38 23 I 21.E =384.50 I.E- 386.00 \ I.E =388.86 I E 390.47
21 22 4
PAD = 395.50
,,, 38
PAD -386 00 PAD 387 00 PAD- 388.00 PAD = 390.00 PAD --239 5o 26 r - - - ' KEY MAP
PAD 393 00
_
1' -2
0' HORZ 37 SCALE- - I
5.50 SEWER EASEMENT � PAD= 39
L ,-390.55
,,
- r 75' MIN TO BASEMENT /
. . N .` T'% i � ..`,, ,., 20 10 0 20 10
�000�O g5' .N. #15, TYPE 1 -48" . _ a ` TRACT J _
1p� - STA. 32 +38.03, 2.69' RT.
��� A. 32+85., 0.7T RT. LE- 3eo�,PAD36.60
1.29, RO D / 5 M.H. 12, TYPE 1 -48 "0 � � / i �
+00 00, R� 1 C
27 ( NOTES:
SEWER EASEMENT
7.5 MIN. TO BASEMENT = 3 PAD91.50 I 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION
�i. �- 389,72 35
PAD - 394.80 AND ELEVATION PRIOR TO CONSTRUCTION.
INT'X 2. FOR TRENCH SECTION SEE SHEET SS -05.
A. 17 +69.04, R
= STA. 33 +47.32, ROAD C I•E =386b4 � o� l i
N * �/ 34 3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER CONNECTION DETAIL ON SHEET
o LE= 3ss.ts PA0= 394.80 SS -05. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH O 2% SLOPE
_ IV
0) 35 LF, PVC SS FROM MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB ELEVATION UNLESS
-� - - OTHERWISE NOTED.
W Q - LE -38&62 33� i _ _ 4. MANHOLES LOCATED IN DRNEWAY APPROACHES SHALL BE SET TO FINISH GRADE.
= 033t -PAD 394.80 _ MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A MINIMUM OF 6" AND
W _ A MAXIMUM OF 12' ABOVE FINISH GRADE, OR MUST HAVE 2' DIA. CONCRETE RING
_ `" POURED AT GRADE. WHERE MANHOLES ARE LOCATED IN PAVED AREAS, COVER
_ MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
5. S.S. STUB I.E. IS PLACED 5.5 BELOW FINISHED GROUND.
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Po M= 395.23
40 L
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It IN= 387.46 61 "0 E
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_ ______.. IE- OUT = 387 2,9-'
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IE IN= 386.59;
8 "0 SE
SSMH 12 TYPE 1 -48
RIM -392.
"0 _
IE IN -38
. "ONE
IE OUT = 386.49
8 "0 W
RIM = 394.38
"0
IE OUT= 3484.22
8.0 IN
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- -
IE IN- 386.66 6 E
IE 0 -1113$6.49 8 "0 SW
SEE SH
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IE IN=1378.87
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