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THESE SIDE SEWERS AL(_ BE
INSTALLED AT A SLOP 0 2% I
Q� '-I ( FROM THE MAIN LINE 0 THE_
PROPERTY LINE. #13027
0170 I� CO �I n J -� j I FF EL= 281.20
#12841 O E
I LOWEST GF EL= 321.83 N � o
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NOTE.• SIDE SEWER STUB INVERTS SHALL BE
A MINIMUM OF SIX (6) FEET DEEP AT O ,4
THE PROPERTY LINE UNLESS OTHERWISE 441 NOTED ON THE PLANS. "03
19 +00 18 +00 17 +00 16 +00 15 +00
------------------------------------------------- ------------------
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330 340 - ---- - ---W:1-. --- 300 ------
320
290 : : Z
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108.5 IF
U�_ - of 8» E'VC � 7249• - -' -__ �.
310 -.- -- -- -2:L.. 280
- - - -- -
226 2 4F - -
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MH 6f528, -5'LT 1
NEW :48" MH:
MH 6 STA 18-1-83, O RT 12 = 301.0 F
300 NEW.48 " :MH ......:.........:.... .8 g - - - 300_. - E 8" S = 28 &.85 - - - -- -- - - -. -: .. ---------------
1 270
. ........................ ......... ........... .. ......... -----... .................- .. -.... ...... -
RIM = 326. Of lE 8" N = 288.95 MH 4: STA 15+40, 5'L7
lE 8" S - 318.00 NEW 54" MH W1TH DROP
lE 8`' E &W =: 288.95:
RIM = 286.7± 260
NOTE. STORM. DRAINAGE .PIPES ARE. 290 ... .. .. - .:... - 290: - - : - - - - - - - - : - - - - - - - - : IE -8' S = 275..30. _ ....:....... .
NOT SHOWN IN THE PROFILE. 1E 8" N = 281.00
IT SHALL BE THE CONTRACTORS ti HGR,1 /E 8" N = 275:40 (DROP) SEE DETAIL IN STANDARD
GJ OF WASH -
RESPONSIBIL TY TO PROTECT AND /OR h� <� "o .
REPA.IR.A.N.Y- DAMAGE..TO- :THE .....:........ :......_. --- ....:.........:.........: - -- - - - - - -- - --- - - - - -- - - - - - - -- -- - - - - - -- - - -- - -- - - - - - - ..
280= PLANS OF SPEC BOOK
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STORM SYSTEM THAT MA Y OCCUR N. CABBAGE, P.LS 1 „ -20, a ; r� I-.1 w NOV. 2000
AS A RESULT OF WORK PERFORMED 9oT F23169EO ee -- CITY OF 80TH AVENUE SOUTH l � °"
DMC RENTON
IN ASSOCIATION WITH THIS PROJECT �SSONAL�f`��JDH DATUU SEWER EXTENSION m" �°
bMC� - Planning /Building /Public works Dept. S 130TH ST AND 80111 AVE S
e EXPIRES - -. 3 ��10
NO. REVISION BY DATE APPR ^P°" P
SQVMD JUL 2 7 LUUt- o, O- O g O 0 O
R,qmw!LL 173 182
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