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NOTE.•
FI SIDE SEWERS SHALL HAVE A MINIMUM
C, SLOPE OF 27. FROM THE SEWER MAIN
I TO THE ADJACENT PROPERTY LINES.
cu SIDE SEWER STUBS SHALL BE A
a- �- MINIMUM OF 6 FEET DEEP AT THE
PROPERTY LINE UNLESS NOTED OTHERWISE.
MONTEREY T. E.
a.
.,.w
665 -52.A
u RR I
:fiS I SPOT E S®E
N\ ` MONTER U71L. POLE ELEV.-299. Date
caRC m c
EY C N.E. �w _ I ^
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f;�
m�a iRmnaxunse ,V �moT> I I ,� I,ux � _ _____ rs� � 8 8 "
w/,a Bl3bi. � R1L iLODR•]0.« 6 - „OPS -A!F J12 r
cmc, M ASPHALT ROAaWAY
I p,VSF=47 CB RiM =295.24 -
\ • I iE D" CDRC (SE) =2929 —� — —
\ \ t IDr � DPo \ �' CDRC •� /� .v w� I \ \ \ I
, .....
axnoQSED B' WA,ER IGW 9 15 —FOOT N1DE
i
,xiar N °`� / �unurr EASEMENT I I
Ta MH 15
nk TEOart- 2s>.ax I
—
cwL nna6 -Txin
JQ MD
T7.723 67 =6 DRIW R (9
70.00 I �ee" "c caaxxgcR(Ew} ) -=2zsszza ,
I
'
— � l
GARAGE TO BE — =1
NEW 6" SIDE SEWER � � "1„ ',. �, „m 9E ,,>m �,,,,, vEO By 01HERS
M i,.D05.29326 M RADIt•4Y1.0.S fill RLdt�2Di9G I
(TYPICAL) ' wA D esE u r wMD 6AV,e T . SVT uxi a,R. °160 I
„sc #1 7
i
f1l ilAOM299.0.1 I C m
I w/ T
SIDE SEWER INVERT i� SIDE SEWER INVERT—] I I F» 31.- 8 - NTEREY AVE N.E. I 1
AT PROPERTY LINE AT PROPERTY LINE �I? I
IE = 282.85 /E = 282 21 - _ - } ,P m - - I ( I I
-- -- L
- -- ( I-- - - - - --
13 +00 12 +00 . 11 +00 10 +00 MR - - - - - - -- ----- ------- -
g...
- - - - : 3-40SS03 NEW 48" MH
s RIM. = 297E
............ .3 -- -- ------ ------- - - - - -- ....... ----------------- ----------------- ............. -------- --- -- ... ..........:.. ` 3-"--""--- ........ -- ........... 3 ----------------------- --- ------- ------- ------ -
IE 8" W 280 23 0
fE 8" N - 28fl: 3 ° ° - -
300 -
- 2 SEE SHEET 2 =
---...-- P- R O FI
LE THROUO H E AS ME N i AREA290 -
---- . ...............- ...... ............... .---------------- --------------....------------- -
----- - - - - -- .2ao_------------ - - - - -. --------------------------- :-- - - - - -- 207 -LF OF- 8 "- C900-PVC- @-0.59 .:............... ----- "85'LF'OF......... - -
- 280
8" C900 PVC ®0.59 238 LF OF 8 ": C900 PVC (p -0.59
- MH 5 STA f1 +00, 5' LT 33 LF OF
MH : 6 STA 13+1 0, 6.33' L T = NEW 48" MH : : =
- 8" C900 PVC ®C.59 -
270- NEW - -- - - ......... . N8H ................................ lM -
.= ..296 ±.:.... - - - - 270 -
r?lM= = 297E lE 8" S = 281.03 .. . . .. ..... ... ----- - -_ - -- ---- - - - - -- ti - - ----
lE 8" S = 282.17 MH 4 STA 10+10, 5' LT PROFILE SCALE _ �S�aFw� "�s�
IE 8" N = 281.13 NEW 48" MH _ HORIZ. 1 "=30'
9
-- 2so :................ .:. ............................... .. _ . ........ .........-- " - - - -- . -- - - " -- ----------------------=---------- - - - - -- E+�T 1 _ -
-- ---- - - - - -- RlM ... 296.6E
1E 8" S = 280.50 G STEP�G\�k�
OeSSIONAL EN
IE 8" N = 280.60
- - - - - - - - - - - - EXPIRES
250- - - -
............... ..........-- - - - - -- - -- .... ---- - - - - -- - - -- ------- - - - - --
aADE " =30, «"o9�,°Bpiw, CITY OF
JDH EAST KENNYDALE SANITARY p JAN 2DD2
JDH RENTON
oR.m .JL Eu�o�
i DAiDM SEWER INFILL PHASE 1
Dmc Planning /Building /Public Works Dept. S —`Z
NO. REVISION BY DATE APPR 1700 BLOCK OF MONEREY Cr NE s -18
LH SCANNED SEP 13 2002 C r� : T- d,9 7o 3 S 1421 5 S A
a / A
n- L 176 FR -
R11L:_wN& 3-�
-