HomeMy WebLinkAboutS-28290Bcm
m CONCRETE CURB (TYP) I' O/ I - S N m cm
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00 u I I I FF E1 =281.20
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I LOWEST FF EL= 321.83
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NOTE"" SIDE SEWER STUB INVERTS SHALL BE 6 D K P P
A MINIMUM OF SIX (6) FEET DEEP AT
THE PROPERTY LINE UNLESS OTHERWISE
NOTED ON THE PLANS.
... ...... 19 +00 .......................... 18+ 00... ......................... - - - - -- -- -- - -- 17 +00 - -- ---- - - -- ------------ ------- - - --- 16+00 - -- - -- -- - ---- ------ -- --- ---- ----- -- ------ 15 +00
330 0
��� 908
� 300
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NOTE.• STORM DRAINAGE PIPES ARE 320: 290 : z; 290
NOT SHOWN IN THE PROFILE.
—:... ..... ..... ..... - .... - - - -- ----- - -- = -- - _ - - - - -- - - -- -- - - - -� - - --
09
IT SHALL BE THE CONTRACTORS - —LF OF 8� F,VC 73D9
RESPONSIBIL TY TO PROTECT ANDIOR r-
REPAIR ANY DAMAGE TO =THE 310 22S 310 280 5 6 280
— —
ff3,5,
STORM SYSTEM THAT MAY OCCUR: - ... � � T _ — _
�F OF MH 5 STA 16i&2-.& z§!T— �_
AS A RESULT OF WORK PERFORMED 18 +82, 0.3'L T 8„ P 7 NEW: 48" MH
IN ASSOCIA TION WITH THIS PROJECT. MH 6 STA �° 'TO r�r, —^;rr : VC p 2 94q _
- . - .. 300 _ - ........NEW .48" My 300 /E — 270
RIM = 326.05 ... — lE 8" N 9i 6f — t5 +.4fl 2S'LF - -
300 93 _
_ 2888-5 288:18
lE 8" D3fi° 66 317.40 : = 5 288.28 MH STA + + =4 T
lE 8 n E &W =: ° °zoTT 95 288.28 NEW 54" MH WITH DROP
290: _ .
290: .
- - - IE 8' - S = . ,�. 274.7-7
IE 8° N = 281 -.00 274.87
lE 8° N = 2 5�B (DROP) SEE DETAIL IN: STANDARD
-....
280: 280 22 PLANS OF SPEC. BOOK
N. CABBAGE, P.LS B8S2 "" V CITY OF NOV. 2000
-2D " RENTON 80TH AVENUE SOUTH
AS -BUILT DMC ..0
AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY JDH I o;a uM SEWER EXTENSION
O1 DMC \- - Planning /Building /Public Works Dept.
HENRY W, COATES OF COATES SURVEYING SERVICE S 130TH STAND 80TH AVE S
N0. REVISION BY DATE APPR � 1 -.m R"`"C°'�""' - -Z sac,: 3 -10
SCANNED SEP 13 2002
R L 176 FR 1-11
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