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HomeMy WebLinkAboutR-342632SECT.18 T.23N. R.5E. W.M. on I SIDE NOT F NO i 4 AVEL .. u0 Ld 0 zCL i C6 U p ` x R LJ 1 ¢ W �❑ U - 00 W LL1 PO �C FtNrU r� Ci 00 zz (n Cn Ld W L ty U *:z � f U7 cn r H T-t po F- (p 4 L L J L0 C-7 W W Q QNr M CQ�� Z lf] Lj03(W11 U' Zj C7 C7 fl7 r� 0 I HW x Z Z H x II II ¢N x o V)Nnz w— Z -- _ � t I Ca I I L !n La IY w LEI [J] U W a- � 2 .. r 2 F- x_ x x m Q I- g U II H m p to cO cn to 3 in U Fh w _j to (n to W m u7 0 m a x x x x Ld W LEI W _p� J� 19.7 L.F. 12" CP S=9. %EX VAU LT G SIDE SEV#M FOUND CAPPED AT RM 21 1AA30 SD 1 z m 14)- r� G -AREA OF ABANDONED MANHOLE -' 39 21 3fi 2❑ C8 # SS CB23015 :;Ca1T7MR.C RIM=24.31 IE-E=22.47 V.IE-W�22.37 EXTRUDED CURB or. -mNLILI 0 THIS LINE IS CALLED CUT AS "PROPOSED TEL.E. DUC " ON 1987 SHATTUCK AVE. 9OUTH ! INTERCEPTOR SEWER PANS. I ! 1 i PLAN SCALE: 1" = 20' v, s �G 308 la MH2307 CB2308 RIM-25.18 RIM=24.33 IE-N-19.72 IE= 21.73 IE-NE-21.53 IE-S-19.59 IE-W-20.97 a W D_ U F- F- W Ld LdJ 00 .-� a- F_ CO L7 W U~] [V ��W LdI I LO Ld H W y a- w < Ch 0' x x C7 r7 F- CV X iD LL z z CD CD z + nLO I - - - 1 LyniNn� xx 00 00 x Li7 f� Y m m m In In (n d ® II II 0 (-n [/] U D< W W J x x x Ld x Ld W W x Ld G 192 L.F. 48" CPEP SD S=0.31 % 35.5 L.F. 48" CPEP SD S=1.69% Q a DEA OF ABANDONED MANHOLE a _ 39 8 [ABAND.) 9 13+00 �G IN f— f— _ W I W L U U Z _ Z_ I x LL I x U Ct Ln xx W= W r z � o p U O +i 04 Ld LLi z U) I I F- m O x - I` 0) 232.2 L.F. 48" CPEP SD S=0.24% Ld U CONSTRUCTION NOTES: j� CONNECT NEW 48" PSD TO EXISTING 21 CONNECT EXISTING SANITARY STORM VAULT AT EL. 14.45' (FROM SEWER SERVICE TO NEW 8" PVC SW 7TH AS -GUILTS) AND NEW 12" SD SEWER SERVICE, VERIFY EXISTING AT EL. 19.87' PIPE DEPTH PRIOR TO CONSTRUCTION 2 REPLACE EXISTING WATER SERVICE LINE TO MAIN (PIPE AND 22 PLUG & ABANDON EXISTING SIDE INSTALLATION BY CITY). SEWER. RECONNECT TO NEW 8" SS 3 PROTECT EXISTING METER AND 25 ADJUST MANHOLE METER BOX 27 CONNECT NEW SANITARY SEWER LINE TO EXISTING SANITARY SEWER REPLACE EXISTING WATER MANHOLE, RECHANNEL MANHOLE _J METER AND METER BOX (BY CITY) 29 RELOCATE EXISTING BURIED CONNECT EXISTING STORM LINE TELEVISION (BTV) LINE ADJACENT AT ROW WITH DI PIPE AND FLEX TO EXISTING BURIED POWER COUPLING. MATCH EXISTING IE. (COORDINATE WITH COMCAST) (FWD #704) 30 TELEPHONE PEDESTAL 8 ABANDON AND FILL EXISTING RELOCATION (BY QWEST) STORM DRAIN PIPE 32 ABANDON STORM DRAIN MANHOLE PROTECT GAS LINE (COORDINATE LL�"11 WITH PSE) 36 REMOVE EXISTING CATCH BASIN* 1 D UTILITY POLE RELOCATION 37 REMOVE EXISTING STORM DRAIN PIPE* (BY PSE) 11 CONSTRUCT 8" SANITARY SEWER 38 REMOVE ABANDONED SANITARY SEWER* THROUGH MANHOLE IN 14" STEEL 39 REMOVE EXISTING MANHOLE* CASING. SEE DETAIL, DWG SD06. 12 PROTECT EXISTING BURIED 41 ADJUST VALVE BOX TELEPHONE CONDUIT BURIED TELEPHONE BT SHOWN MAY (COORDINATE WITH QWEST) 44 NOT EXIST. TELEPHONE IS OVERHEAD, 13 PROTECT EXISTING BURIED POWER VERIFY PRIOR TO CONSTRUCTION. LINE (COORDINATE WITH PSE) PROTECT EXISTING BURIED *UTILITY REMOVALS PAID FOR BY 14 TELEVISION (BTV) LINE "REMOVAL OF STRUCTURE AND (COORDINATE WITH COMCAST) OBSTRUCTION". 15 GAS MAIN RELOCATION (BY PSE) 19 BURIED POWER LINE RELOCATION (8Y PSE) 20 SEE SHEET SD04 FOR PROFILE Cn U3 Z W W J n O ow z _z 7 ¢ rn cn rr] a r Zx U3 Z Z II °a Z [V II o Ld U O W U w r: CO II I = Q x 0 LO . �] Z ++ > x DC WU 7 (� prj C9] U[] Z fY 04 cn m hrj=C7 C) N U z Ld w Ld W _ d0 + r Cr! Z L] x II w Lj W U Q U ne Ld ~ Ile L0 Q U W U Z H 0 0 (0 [I)DGUJ Ld z-H Zr L1I _<<< - — - -- - 0 (nOf0J — �F- U� — w LLJ 1 V 139.6 L.F. 8" PVC 5=1.61 % 2.2 L.F. 8" PVC S=0.14% 13 L.F. 14" STEEL CASING ROSEWATER ' SEINER PROFILE 20 0 20 40 GHi CLIE:WTS I PEOPLE I PERFORMANCE PROFILE UK SCALE: H: 1 " = 20' V SCALE: : 1 = 2Q' 12Ci1 THIRD AVENUE, 5111TE 15!1:1 • 1"SCALE: off6iiiiiiii —I SEA i__, WASHIN•]TON 98101 C_,3 V: 1"=10SCALE IN FEET RAINIER AVE S (SR 167) DMJM RABBIS AE M APPROVED FOR CONSTRUCTION CEWNM HORZONmu NAD 1983/1991 IMPRO11EMENTS PRQJECFlELD�: K sMTM 1" = 20' C]TY OF PHASE 1 PAGE-- 1 09M NE 8TH STREET, SUITE 750 °R"°N RENTON SHATTUCK AVE S STORMINATER BYPASS MAIMING NO: 6ELLEWE, WASHIN[3TON 980Q4 R. EDFiAl1N aATuf� cHE PFIOME: (4� 454-58DD FAX: (425)454�D CITY OF RENTON DATE acmM. DE LJ1A "r LLINc�E Public Works Dept. STORM DRAINAGE & UTILITIES SD01 IF NOT ONE INCH PLAN AND PROFILE STA 10+00 TO 13+r50 SwEr ADDENDUM NO. 1 WRE 07/09 KRS �'"1DC01R°'"a'' FED AID NO.: ARRA-0167[044] 32 OF: NO. REVISION BY DATE I APPR K• SmrrH D- 121713141216