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� Xr• IL#Fp � ' / ` � � � � � \ \ / �/ "� ^�`./ Corsfiucf tyb! ,LlH OVC/ EX/sf 507. Bearer
Rim•Z�2? \ � / I � -`"� � � / ` l l 4 � `J 1��� O'4,le. Corifioefor To Fie /dOeleimineErisl
/,W. _ /7.5T / Efeuvfion .If Aefuo/ E/ev Diliris Excessive /y
Bx. llH:4' •� \ \ _ 80 �� / ,1 / from Oesiyn --11.11 Engineer Y/usf tic
`� � ,955. <� a�.ozCs+%a7^ ( � � '�` '� \ � • i l � . � %/ -�-` � ti ��� �/ '/ confoefed .rrrme
err� � � %aX3i .Aly it P/ � � il� / ! � `"- •......4 / ��a �'t /' -mil � -1 /� d//LnntlfeoPc'a/Areos O.i /ui6ee�Fn�Consfiuef as
'1„ 1 fLjs���'r ass' :► t\ p\ 's� \J "Y- �( �(i ��Ji rYJurf Be rPesfored Ts Oriyinol Cendflons•
F�e,4l,,,,'E' � ` 1 � c'aiole✓x�f//esld✓iSM! �"o,� '' �'�^•. / / �d /se 9ce !irne�o/ /Yafe.11.
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edflrnsaveExis %As ha /f As T "RY S /NCR GENERAL NOTES:
r^`� /'� `� { X`\ q l ^1 \ \\ \• 1 l \� { \ t ' � j �/ �/%pu d Far CdIS1<iuefiM PiQeP /wee 1. •11 norkeNn[nip and terlals ati be in [ rornranto Nltn LM stanaarai
✓ i' J •i/ �} I /J 1 ` ` / �I �er C'f, 0%'/�/7fOn aN, spz ^.Ifitattans of the city of Renton, P"b11c Herki Da;ertment, and
` 1 APLA Standards and Specifications, iateit eE+t!on. and/or the criteria
�, ./'�, ,.✓' / °" �. r / / ��� / / ! / J \ ` \. J l n rr xxaga Nort aeslgn published by ene Oepart«nl or Ecotagr.
a ' f �\ `\,� Imo'• ' 1i //
r� l l''' I IJ to tar rut n. • All existing utility elevations
2.
At + locations of existing utilities LM1OVn are proximate and it shall
be :M Ctntrattor s ,espans74!I1 ty to verify in 1. and Correct IbC ct-
0. o b'e primed p:1oar°3io con fstiicnca �1n r
to
! ]] ,/ �•-' J /r �"� �� d. / / / \ \\ ' O t ' I I ( i, or fit •e streets err to be kept clean at all times, u
a. Iourdary and TopographlC infoma tlrn nave Ceea [rorl Eed OF omen.
r / \ % s. Prior to 1 star laeton a side seNar parnit mNSt be pxr<MSee rra. cM e!cr
of Renton Publlt NOrk; Da
lJ i parent.
6. TM neN saniterY sever tine 11.11 be plugged and not put Into semis
unlit all Ines ion been cleaned. Hushed and rested. Contractor to
/!!! 1 ,... „j +• �I ( I . 1 r % R \ x• f/ele verl it totacf on and smart or Sur er prior to onstrxcttan.
1
j T. 1° / P.M. C p1Pe to a sizes shall be a hed u nMte
• ifngzn corresponding to the sire of the d the Ma Conne[tani to
I G connection
�. _ Rj t E1orOpa► /lf1 P�91e. ¢r 33 44ffyhl ` et1I >a^1;les Ln:,t be tore ar+ttea one tna 9nnata rtannatee
(t, etoro lgyly A conical tree flexible seat
V I _ ` De instailed at each connection, equal to DR -N- -SEAL zhatl
` .-. d'/dy. is3: fi'! 75./9 (A/$) q'
N.
3 tv,TG' Cs1ts /aft -re LJRsS+ L l �: 1 /4'ir +3163 / Jt�� L_1-- - -- --J y/ XV TMSanlsar
i�l�
y 1ar21 pipe Shall be polyvinyl chloride (p.Y.C.) to net extra
i mg[n xFittin SIl be of to re u ream is of ASTH Speci ftw[LOns
_"� - - -T - �(p•4°fF �� r .iYawnt Ln'ilAW s f � / �\ ` d "�.ion.8eu/Cr L %rre � l� � oJOJt -n. Fittings shall be or Sark L,ote °lot as ptx.
jJjJ �. i 1 /i.d�.ril.4/ lr •..;, .\ .,L►dfi.0'1YAYAior / I .�1 ` g. z copy of these ta z
i J, ;rOJr Ceabk• Hir6 '+� q ` •� AndPG,yA//Lti9wx. nr - -- 11 Ex.MH'C" NC 'x Is In progress. p°roree plans .use be an cM job site xMna +er «nstractlon
1 �_��� contractor Snell arrange a pretonstructlon conference MalnoN of
03 `d / r� I / ( /i'im •TB.OP y� f ae Man Prior to cm=encing construction. tReepresentative% of the
/ ` I `8 h7v = 66.82 t 8 contntMr. IM Utility DIPArteent and rep- ,t4ti,es fr°e any interested
i r O ; usi tl ty shalt attend.
11. All dISturbed area: shalt be Seeded and notched or otheraile stabilized
/ see / �• Chin �` * t, the Satisfaction or the Departuenl for the pre Ntion or on•site erosion
S 6 ,n.r cM class of construction.
s/ ,4 5, / \`■ ( g /dy. g �l 32. All pipe and ,ppurc....... "hall be 1.4% on a Paoperly prepared foundation
E / / ` ia��•e \.s I to accordance ulth Section 7 -17 of the current State of Washington
J� y Standard Specf Etut :ohs for Road and Bridge Construction. ni. eMll
include nece nary Ieveling of the [tench bottom or Cho cop of Ch.
°p $ / / fr' fA , k lt�j I 9SyL /N "3 -tfo. 4 *dr 2/' a•ft d fonndationta0-1.1 as v 11 as pl-ext t and compatcion of r ,,,aired
// ��.. 1'11 / • ( �` �+ t) - ,f6y„ ` I /I'im =��, 3O Q xd,lmg erial to uniform grade so Chat. the metre tengcn ,ese ene
7o.17 _ / bedding rill el .be pa.e& on a nnttVrmlr aen. erYPipe. g bass. Pipe
�� / JJ / \ e � !♦• I � f( bedding shal3 be pea g: avel 6" c r 6 b" under pipe.
ASPHALT CONCRETE OR a1TI1MIN0Y5 Ex ISTIkS ASPHALT CONCRETE
iaait• \� / 1� • / ` PLANT NIX REPLACEMENT PATCH w a ti 1/ !! I•' II,M -. SURFACE
.rim -�� ,1"9/191
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0 �_� -�-� / 1 t L;JM •Gi7�• eiW J1 A �` -� ERISTIN6 OIL HAT 1- Ez ISTIxE
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Y' 55 hfH 04A / �• r' l � -1 ` 1 COMPAC111 SELECT MATERIAL
ZA11
, / OEx ERAL NOTE.
r•�' CONCRETE MIX SHALL aE CLA55 6.S ii'l /2)H. I.I.
COMPACTED TRENCH BA[4Pi Ll
S/ /� 1` „` �� /� $v� Q �Yp �"' •.e^.1 \� ./ / / OR C1 #SS -5(1 -1(1) VNI CHE VER Ii LP EC I i I EO.
" 111 /// // + F \ {•/F�•j /d'� l T r P, C A L I .L T C H P 0 R E t E Y I R L E a A V E M E N T
_
S-0-OZ . .... _ � 1 _) _ _ ,Yete- PavemenlRvJoraE.ar, .Host at/af He ReAwic•L- _Cwysu /ffielr<fe <f.. _
See MechcOiiea/ P /ens
- Fora Conneetrow Details
,Uofe.• . !' <a-: Ya//ey .Lledcad G <nfa tH, %!y _ _ _ _ _
P /sus A/o. C? acid C3 irar
Pr�ofoseo' S'fetrnrOroin $ys7%iin.
}
70
8 25l t. f.' -•rB "PVC is �^' s'• �"
� B•
° r trim = •Ta�6 -!' 73.910 CA!$i
,, i� ., -^'"�• aged d r coma- o �ZL�y�y S5`MH�t
Medic=s. Df/yce
!trriFrilirrc f'iof Ye /•�` / / .pYC Sv,l(i• t I Far 3' ccsavat� a, rra[ti 5 iS v"i,'dn � + Q ys aC� s�asastfatirP 2 6d =k •
£L�ra� i,s�tf. f i•lup'cSf aY e•T9rfl ea wlil'r£ t•L/ =. wp7e O k
r i 1m75:19 GAO
" -*'X o3 -aww''s , Ow
CAi$)
SC!
Rim -G.'f ! 70 /7,14!$) Exisfoaq d"tm < Serorr Liar
4Z4f,5 ! .. In ✓. 4f 00 --•' l3� F Styfl °f3 AmL�itr�58:e /r.�!!8) /UV $ "W 94.11 (A /B ) 1
/t'tf /P'Ct rat
15Lf 4 "D -I. S- O'fJ2 70./7 (41$�
/r�so� _ �p� 1 _ QO _
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d
Rim jyo 44 (418) - iP 1pz.O d �C �FTriy>S5ri -3 5&4& 6#16) RE.<eitelvc.s L7Twwiitnr:
/n44-m - s l, 4°6 44i 27 (418)
CntractTf° tD JiE= 44.S5,1A)
30 } f3rtrrinine Inrert /� 44. 4415)
_ P /ors Alo.S -Z77
I Exisf• d Poi• 1 1 idfr3° i _
L s5 /✓1NA'4 '
Rmnr44 -d,4 EGA 44- h /s)
✓ "f• --B-E 1 =44 -3864 $ J dl f „ /rim = ayF# 42 Zl 441,6) I .
2O /nom 1 j ==- � 6 f,S?G
el.0e (A /B}
r9in 435 �1a451/6) A'et'.• S.3eef 1. of? - Gi/oftr,FlaiaRelocafiodr 20
D.
r9eps = . . , V 34=14/� �7 .( t T.
,4p „D
IS = 23.75 lR /B) ,
/ CITY m 4lLtq B ER wilim
s�'AC �'s : ^ p �..... . �•- -r.::+ : ; v/av/dA . � T. a �,
!�•, to, Ave W /tT S -t/ -89 f/Ga4iI / ,40
V Aw-med Srde SeNer Locsa/io,* peo e/r MM 4 -4A ' N9 PDe 4 /S�9d VAW r .E' • NAt, :
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Added "eiareLrn <' Aisd fJtfsefLmviLydRevisadtfefibn' l4'MM d•1! -lT
REVISED 7/28/87 Horton Dennis & Associates,. Inc.
_ _ do. NO.
ocsaw+w W.M,M IAsbfn! Siprre Seas- wgyInfwr3RSlion Am1w 7'dT r �_
M 'fernsc�Sf�F LimWrrs+dsrSeuMerRrdrr6.Yaa1 KWA id7 HD� Consulting Engineers and Surveyors VALLEY MEDICAL CENTER °�T sANITARY SEWER RELOCATION
ewl dt r NotMa! sNerr No.
"._ - TV -NNEL AND SfTEWORK �7
rawcaL R e..v 1 b.1 -o.E+ "' or rneran eM:e KfRKIAND, WASHINGTON a 822 -2525 uF