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` DAYTON AVE. N. E. I
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HSE. B x516 T ' .- .. .- .- ... .. FlN. FLOC 320.32 BM 663 -.5.2 � 1
AN. ROJP. X329.]3 I I I TOP OF MON IN CASE
W/ NO BASEMENT • • r ` T W/ NO BASEMENT
� � � "% ; , • ELEV ®321.44 I I
AN / 25C0
i iT XSE r 2508 FlN. ELW2MI &15
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AN. ROC 8.319.88 W/ NO BASEMENT AN. r 2424 AN. r VII
W/ No SASEMENT 1 I AN. ROOR�316.T9 I AN. ROCR- 319.80
W/ NO BABEMEHT W/ NO BASEMENT
1F 1 C0N(i. =]t].0
X9E r 2624 BM 883 -6.1 IE t2' CONE =3n.9 1
AN. MOOR-32 &28 TOP OF MON IN CPSE ; n
W/ NO BASEMENT EIE - 318.27 21 m - r' '
afY O it 12- CONC. =3, .2 'I
� IE 12" CON C. =3143 CONC.
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aSPHAR ROApwA — 51291 — N0070'n'E ('tg PROPOSED WATER MAIN a. •`°
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MH #17
MH #18
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1E 12- Co. =318.5 wnss I n iI P� A _ /af 55 eI RIm =321P5
H. 5 5
FlN. ROOR�320.B1 'a CON >n frc T IE CnnN E /w/n =305,}
W/ NO BASEMENT '^ j I �•.�. N n,��`' —
•p=° I HSE r 2509 „9E. / OR- -
IE 12' co rv<. =317.9 Y W/ BASEMPIT8.68 I RN. AKMEN 1 &95 'ems
W/ BASEMENT
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HSE. 9 zsV I ! xsL 9 z9zs W/ No B
/
AN. BOOR -31 &>0 ilT :; •. •: -r
AN. RWR =319.80 ... AN. ORx
AN. MIT
W/ NO BASEMENT •- " W/ BASEMENT I I AN. f1CgbS20.4]
W/ XO BASEMENT
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NEW 6" SIDE SEWER
NOTE: (TYPICAL) NOTE:
THE SIDE SEWERS FOR THESE THREE SIDE SEWERS SHALL HAVE A MINIMUM
HOUSES SHALL BE SET AT A SLOPE SLOPE OF 29 FROM THE SEWER MAIN
OF 2% FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINES.
TO THE ADJACENT PROPERTY LINES. SIDE SEWER STUBS SHALL BE A
MINIMUM OF 6 FEET DEEP AT THE
PROPERTY LINE UNLESS NOTED OTHERWISE.
6 +00 5 +00 4 +00 3 +00 2 +00 1 +00 �5 -m 29T,512
6+20, 7' LT.... ..... _........ 1 +.42...7...5.L.T
MH #18 STA 6 "zF6 Z5' MH #17 STA EX _MN STA 0+93.90, 7.96' LT
NEW 48" MH NEW 48" MH RIM = 321.75
RIM = �� 320.13 RIM = 3-P6.6± 320.20 o IE 8" N = 305.30
/E S,, S _ ... 1E 8' S = 305.70 INSTALLED .. ............
z E 12" W 305 30
307.68 lE 8" N = 305.80 AS IE 12" E 3.05.30
O` O> ° Y V; O.. O N P Oyu O O0 Ip d
o °� s s o DESIGNED a�
o'er o`y om o oa o� Jul o.o aro
<�' a o o N Q 320
320 Q
.. gam... alo .. o ° .. o. a .....
310: 310
478 LF OF 8" PVC ® 0.4q
INSTALLED AS DESIGNED
300 300
. ......... .. ...... ........ ......... ...............................
PROFILE SCALE
290' ........... H'OR�Z. 111._3.0.'... 290..
VERT. 1"=10
.................................................................. ...............................
AS -BOIL T
AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY
HENRY W. COATES OF COATES SURVEYING SERVICE No.
SxRYCYEU:
PAC E rE9nB.i xevB 1969
DESwxE JDH 1=30• NDwzartN: w9 1ee3 /1991 s's CITY OF JAN 2002
DR.Wx: RENTON EAST KENNYDALE SANITARY PE:
PILE:
JDH �,E,„„„ SEWER INFILL PHASE 1
,NO,N O: ATf —1 DATUM Planning/Building/Public Works De t
DMC' IFNO,.INC. S -7
REVISION BY DATE APPR H E K Bm'N . 2400 BLOCK OF DAYTON AVENUE NE
9.EET, 8 l88
SCANNcD MAP 2 9 a.* S — �5 ( ^^ � A
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