HomeMy WebLinkAboutzS-0246SetI8 O +CO_. -Of00 Iy - -325 GENERAL NOTES
40.5' 6' 4dmry
/. All construcfion sba /! be in conformance wlfh Cilyof 2erro'%'Regubfiortis end
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r{/ - Standards for Cb7s }ruction of Extensions to the City Woter and 1 nitory Sewer
System" Revised Addition.
I- 2. A pre-conslruclion conference shall be arraf g� between Conlroctar and
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approptOte C�i of h'enton officio /s prior to construcfion.
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`�- /6 �� — -- - __- O � 3. it shod be the L'ontraclors resparsihi/rfy fo verify the true 4nd aorrecr /oa�llons of
_, // /O cr1/ existlny uti /ides shown, s� os fo avoiG ckmaye ordlslurbanee.
�' 4. All aide sewers shall be laid on a Z% fninimur. F grade and shoo be 4ta minimum
/I/orth I �- depth of 5 feet of property line,
325- O+3s /S'Eosemenf es v g f -o y shall not he adjusted fo final yrod
26.08' S The ion manhol ithin ri h f wa s
v = ) �Q 6. Al son fury sewer pipe to be co re/e, non - reinforced conforrniny to AsT/V/ C 14,
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06 � o -� i. gq x00 Rubber gaskets -forconcrefe pipe shall meet AS TI C493<Standards.
m m - !1 M b` ` — ) p TES 0 n I Q� Rubber gaskets for PVC shall meet ASTM 1869 starxhris. Pipe bedding fo he
T f DoylonAveNE m o n C /ash °C" occordiny toAPWA Slondord Plon /1/0.62.
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Manholes /o be perAPMA ,bfonho% 9lonnhrd plop Mo. 34
t shot/ be the Confroclors respoosibilily /o secure a// necessary Permi/s Dior
to siorf of constroollon.
�0 The Conlraclor 1/ be respc 1e r TV speclion of the SewerSysten7
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Z i d 120.66 - -- NOTE; �o� Se erS fa lei`s / f6,ru ro sh // �� = \c� ' - 9 using on approved TV sys/em, 1lydeo topes sholl be submi /fed to #k-- Ody
max, s /pp J 3uo showing the TV iospecflon wok.
Where side sewers cronnet info manholes, the manholes Sho// be ch00 ed
i = the same Qs for frD;n line.
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OX� (�a _ /t' Ground line l2„
/ \ 6" Sewer 2 x9 s take Painted 24"
ye /!ow with depth of min,
side or /otem /sewer
i' Tee 9 go /vanized wire
7' inrn. mar�°el on •atake `� 9O
" _ S" SeweriNain _ _ , _ secured to slcke ondservice
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S //VOLE SIDE SEWER �Typica/ sewer 5eruice
s No Scale /COST AND MARKER DETA /L
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i No Scale
0 r-70
6' I CAUTION Pour 5'x 5' 00/7 Ore ,80se from
? "d�P depth of /'under and around 9form
I8" 3101m /Jroin line fa invert of36,?Honf {or
E. Z80. S/ MonrSraie Foundation
332 _ \ c clusTU�wre ' / /2 1
\ — Exist Storm:_ D steep MH �Exisl Sanitary
\ 328 — �Exisi.8" Soniory Sewer - Exisl3tormDwin
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QUILT �
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300 V
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33S L F
j N N T E SUNSET ADDITION
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Cr�j 1l CITY OF RENTON, WASHINGTON
�_.__�31L0' - _.. -- - - -- - � _ - -- -- -- -- - -- -__ . �_ M 288 - - - - -- S-246
\ t o _ _ _ y SANITARY SEWER
W. S=0.L9p6t� ��la''$% DESIGNED l.` L JOB N0. 78049
d ` DRAWN &IS SCALE l " =40'
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QN•i (\j Q '� RS` 9375 p ''
W opt +sYEa�v� CHECKED P L DATE
IDNAL
0-r-00 1400 2-f00 3400 4400 5400 7 ill APPROVED SHEET 3 OF ¢
APPT70�CONSTRUCTION, DIRECTOR OF PUBLIC WORKS pA EASTSIDE CONSULTANTS, INC.
505 RAINIER BLVD -, N., ISSAQUAH, WASHINGTON 98027
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