Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
zS-2111Set
"CITY OF RENTON WATERLINES 13152 A- QTY. RL° __A�_ j , 5 4 RH'I SSIN4 TmF 1 11 518 LT, TRENCH EXCAVATION 518 C.T. 04 W RUN GRAVEL FOR TRENGM BACRFlLL SEWER W � SYAYI %a.SN _ pyLi "p li 9 ? 58 5441 - 111K f —. WCi1LE WON SEWEfl PIPE B W DW0. Q LF. WCTLLE IRDH SEWEk PIPE 12 EL DIAM. Est.I DM1AR ADMTIONN. MR C PA -!" <9 C,Y. 3PRUCxURE EXCAVATION ax L, tau. ],250 SF. SHORING OR WRA EXCAVATION TRENCH 3 EACH tMWtd.E UNDER 12 FEET. 9B K DWM. TYPE I s` EACH HWa W _ 1 '-- °s��.. zi '451 +N M - 19'P! _ E•tsnxL ¢e s4rN AHi a Cg1hELt (X4£Ri 9F C OIP __ SAnMu SERA t0 O SpAInLL A VI $AM}iRRY SEVER :7 :- WTH,,w WRMOUi MadWl' ESEE OEiaL 0.1145 SnEkT. STA. 1451 +44.01 STA. 1456 +50 "CITY OF RENTON WATERLINES QUANTITIES QTY. UNIT M0(Nu ATION 11 518 LT, TRENCH EXCAVATION 518 C.T. 04 W RUN GRAVEL FOR TRENGM BACRFlLL SEWER 355 tF. TE.SlMG SEWER PIPE 346 LF. WCi1LE WON SEWEfl PIPE B W DW0. v LF. WCTLLE IRDH SEWEk PIPE 12 EL DIAM. Est.I DM1AR ADMTIONN. MR C PA -!" <9 C,Y. 3PRUCxURE EXCAVATION ax L, tau. ],250 SF. SHORING OR WRA EXCAVATION TRENCH 3 EACH tMWtd.E UNDER 12 FEET. 9B K DWM. TYPE I 2 EACH AaNHCLE UNDER 12 tEET 54 tN. OIAM TWE 3 FOR ADDMOHAL OVANWIE% SEE SNEET CR2, 421, NID LLL I F C AmN OL nusx+ Sa ) QESICNEO @v l.R i£MS ,., CXELY.E@ 9f E N . EHLR, t.0 MnY51RA PE R'wo 1mr. ?.1.• MSi. MN. R.O. M'p'RSOk PE 1M1 "f 55M1{EYPE3 ---------- — _____ )tu. F Rp- •.01'Li— ;E 54 s S41N ttP£ 3 ----- _......_. w $q ♦7 55MN YPE E :l - - - IwHW :4i5eW U7, VT-51F —�_ CMNECi 10 C E %ISTLVC 4Y0 SSMX I�I flM STA. 1463+20 IgTE: CPYSM. NEWCA 10..T.NE qtA SERVICE PRICK TO wSTBLLmG SqN ?ARV SEWEN CT0.1gC3.20 F manno¢ I 1 I I _ R9 x MG \22Wl.'DJR, 9Ex5 M.ePE Ya M1FR v�1NE I� '� �0R "AS cons Suc�LU +�:- E_535p P Al +S" ON! f \ 1 ` —LViiE LAIIL ET. Er PIPE IS RE .Mv MVIETE PO VK SE& wWET. �• fS 1 ;OYeC.i._ I I.E - AS 9roMN A PIPE CONNECTION DETAIL A Sd 1KI+M0 N.TX. AM Washington State SR 169 CR4 196TH AVE, S.F- /JONES MAO Department of Transportation TO MAPLEWOOD _ IoR SANITARY SEWER FLANS AND DETAILS 333 � T ' S-2l 1 101 � I 1 w m z`ryr Ix _ W AV AM AM - W -M -0 -M --0 -50 -40 -a M -0 0 +10 +21) +JO +40 +50 4410 +70 +80 +90 AW 'AL Q RD� � - 'J 1.40 1 ME�u T' TO !o-tPW AOd ITlON4L _ - O1�Ff 2r Nr AS'�aU +t. lnl Fo. ----- 02 ___._s_'_____ ___.._ ......_.._ MAG AM YldEgton $te1 #8 t?gwtmont of Tr c Utkm � NUMBER 9SN'f34t3 p '.� � E KE [S'J 70 �ftly";is lot i g O! _ r, I!h!. nLIM. tt.;i. ASVJGK::UM i"t �9'C i$ 7 1 � f � 89 Lf 8" OtP SS ST bOb 8 - :.. MY 5.%V? s LIZ 1115 If = 42..45 '= °' ffi' cow W hALF F.,E•.Jl�il`JN_ �YIAaP'G 3 0 G Ur, �d7-0 - sN4 WALL < x - -.-_.. .. R FOR AS WNST ONLY Ala° �! W PLAINS" N - Or' ?L�ro AW AV Am -10 s* - -W -n -M -w -1 -0 -M -M S 0 +w +20 +30 +40 +50 +W *;4 +0 +W +IW STA.14 ;£-x-50 AM YldEgton $te1 #8 t?gwtmont of Tr c Utkm � NUMBER 9SN'f34t3 p '.� � E KE [S'J 70 �ftly";is lot i g O! _ r, I!h!. nLIM. tt.;i. ASVJGK::UM i"t �9'C i$ 7 1 � f � .A9s+F`hF.0 MY 5.%V? CJWSW " R0 • .ES hALF F.,E•.Jl�il`JN_ �YIAaP'G �d7-0 �r 3 D r ssw 41Q1£Y 'a. sr�iPSVS f� ro � :a P�.w�zf a¢ e� 'sra�a��cnwls'Aaeiws.'RA.•E�n'LL x c,snAC ,o � ama rpy.,a( w•r r. r» NNw D/( DR EOVi t N,,wO.E SEC:[p5 w eE a �'J61XlCE0 PvEC,st Car.PE1r. i O' =L:NG 4KK46 8E M WMiSiPiAY SiCE SANITARY SEWER MANHOLE TYPE 3 SEC,IDN A_A A B SS $OC. H5. GV SL(c'R (J RE40.) T ve' f,••� REp'D. YE NDiE Xa.3 BFLM �. UWfI{SIOE $XDMI fOt Cif41tt fRn:F (40.5tiN5? COKR IgiES: ,. fCR IYA- `.QXINC l5E Q*v✓[C FgwW1 Na. YM JO Pt EWM.. 2 FON ID�xG L:D USE 0.YNP:< i0.�hCRY No. Yi 30 D/i qE EWFL S. I l lR (Nq fAYFP fdE SiC (YE ( cl" dl CGVER), y` °'`a" ('Pe`cf. "xsErt�)' °R ".hx (sacur ^wnsR^� MANHOLE FRAME AND COVER iw iW go w r ¢ w^ w lR IE rE �v = w 16 CQ14>EiE j i ufj so 70 '_.. - rage AN9. - Jira+. �I\ I �'- - -.... � ! . �� i If4^ - 70 `.13%..•.•. T • .�__. SKLwEO L9GF8'D ZY. ° ' n O t£e't32P 60 - _. ' { .., " , Gz.G( 'S°6.642•i GeN _ _ w SI 1` iSfRtfOAU Y i� tSE =4Wf _ `A J PM � A— ^b e w �z4 m SEA'Ck- S=bTi3 IE nJ FOR "AS CONSTRUCTED PLANS" ONIY r wl z 0 F —150 —140 —130 —110 —110 —iw —9D —6D —70 —60 —60 —40 —70 —20 —10 0 +10 +20 +30 +40 +60 +60 +70 +EfO +90 +Iw STA.1463 +20 - 94 12. ? t?29 " 1#IGHWAY DIYISION SR 169 W6SWgton State 196TH AVE SE. /JONCS ROAD CR6 Depariumm of Transportation To MAKEwooO Q SANITARY SEVER GROSSING PRM E PLAN METRO SEWERUME -__- QUANTITIES 01Y. UNIT TNCH U."VATIM RE I� C.Y. 99 C.Y. I MKK FUN IXWVEI. FWi TRENCH DA IN SEWER 35 l.F. TESNNG SEWER PIPE 95 l.F, DUCTILE IRON SEWER PIPE 2 K EST.I DOLLAR ADDRWNAL T "10 PATROLLER 4080 U. B MXO M E%itN EXCAVATION TRENCH E EACH MANHOLE IRdJER W f ... n 91 DAM TYPE NEW 72" 'MANHOLE RIO -32A PLAN M+PNPY ADAtlHAY 6] pp a. sew N'P.' 79 tJANI IOLC RI 0-32A SECTION 3 Y DIVISION M ._,.._.,. ... "._w.,w..,� .., _....... i)R'C 11 —,APP"' ll -.$$' tiwwm - /�w ova u� up¢Vw2M/��wW/w�. m N 'iR1LN LACWHi s vans JE 59. f�' TZ' NANH01 RIO-32J3 PLAN 'W 7 MANN Rt© -328 FOR "AS CONSTRUCTED SECTION 4 , I PLANS" (My ; VNeshingtotf State 196 AVF— &E,(J0WSROAU caT WO Dvwbi ant of Tr TAD UA IXW= MPIRO — SEWER WAIN AND DETAILS ssa