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HomeMy WebLinkAboutzS-1812Set31OJ v b0" � 3 J 1 RfU /S/ONS- U/ SEDfiRC/ TYOf/ efJY7tJY( fCaYA° ENTS' RLU /SEDFZRC/JfOfRfJYTLYY�AERJ/YES REU /SLOPLRTf/fC/TYOf/SENTONS = F/EU /SEDfERC1 /LNTS I)fVl5f1JlL7iC !Rf/Y /NFS iw,xfflD /1S4-b'77 7,2-95D" 4 Z9L1f5T 6- /3- 91.01!( CO7LM 144 7 DS N'9 SCALE7 P -20' 0 0 5 0224'53' E _ • Ab �5Tg7 +58(HZ0 *b3.2(Vuml • • min � -- - - - [NY .:�N= 53:5 0 - - SIP �e 3w 54 4 - -IV. • •' ��.'. -- -' - - - , z 388'. J 858.0 Eel � • ii r . I o g 1 FF- 1 r- FF- 47.0 5.0� 343.0 \\ WWP- 27 -IS 12 v 1 r.l i l� ICI Y • r Ex. CIS RIM - 4m.75 STI1.3 +700L),0 *94 -4 (Vuwt) NV s°ls,� 396..85 SSflt! #d(TyPE11 54`d) M WI., =391..65 nIF1- 393.5 INVen- 375.80 0 5 0143'25' E 197.6T INV -e Our -37370 --- - -_ rnOVDreDW1Cl1 MrCT -TI} -- - - �'- -- -' s �33�80 --� V A MtfOFYCX10T1�i1; dCflmG FF 4.Q-- - FF- ° bull NJ r 0 X38 &Q nl s v t I V ° 360.5 r -3 M (TYPE 48'U _,--. _ _ a -0-0 V Inv. M1.7 0 FF 358.0 ° ElRgW sTU,y ' 1TGq LL 0 S`.RO 4 m EX.s - - - _ _ _ Q Ia Lf 6' Puc a y._ EUILDIny c d o MIEi °- '957.5 A..0 +00 / 1 - 0 CUY POLE" - - ---- Ell y, a oe � � o1. O F 9 No 0 n r ~ N F /�I N aND W °n Yz.. 0 z gm= ® �za U In W 033• Z W a 0j Joy 0as U W � � t BnCE WITH R FlV CENT, • y,.-` �, 92-11 M (5.0 MAX. SLOPE FGIS THE 'r' t S PROJECT NO. Ex TEL. F1R5T : 0' OP RORD KID MTE. w DGS a 3 < I(OfE " ?A LfTlC} M _ t' - a _ - a: , oRAwN By t �; ; E(1TRAl9CE AFNEPCIR #; - - 11-22 -93 5TR.4 +77 (4 BENSON RD. R.O.WJ ISSUE DATE i s fIR5T20'OP Ei5)iE;: STA.0 +00(TIETO SAM SEWER LINE) 5Tfl 0 +185(A.),STA.047(Vc m); 55MH#6(TYPER-48'0I Pee the A.L.T.A. survey .c-p3 t d by 11- 9hausen Consulting RIM =349:9 ET RE 7 3.04Z5(�CIEHSOIIRDRALI) `Engineer Inc. August 17. 139 d, the topography survey SHEET REVS�ON SfAO+OD(TIETOSAH.SEWERLIFIE) oepietea on April 21, 1995 - t t 1°. tied to city of Renton INV4'm =342.00(ntW) { enntrot oon­ts 1095 and 4230. (Rote. Add 3.44' Lt, alt- INV b"OUT = 341.90 (Ex) STA.D +13(FL),0 *Iii4lVtruu) =318.ypJJ ete..ari- ea egual'City of Renton.) (INSTALL OVER EX. 55 MAIN. FIELD y 55FIH «i (TYPE• ff -48'40) °( Ssnll ROCKERY NOTE VERITY LOCATION AND INVERT5 5.A.2 -20(4, 6ENSOn RD RAW1 RIM- 334.35 . r�tl 5 -8.54 PRIOR TO CONSTRUCTION.] STA0 *00 (Tit TO SAN. SEWER IhIVarm:m3Z6.19tirew IIWa 5VU "A Iicen -ea engineer with gentechnieal ernerti- must be rotained LINE) m•V�.[�AT}V�;W= �,3yz�•1#�.(`9Y(wC hp �e �n 0rye-r'5N.c{ for proposed ..kerie greater than four feet in height. Th. l "WIlILLV•Y1M55. M�I I. W ids -�(.,re �,gi r 7,:t =itor rockery c truction 5 verify in writing that w r a VERIPYLOCIRTIOIN AND INVERT rpd- -. . =it. hi./heredo p general 1e end,e with ARC o e way o acc "� standard.; and with hrs /her suppl cmentat conmendations, n a PBIORIQ COFISTRDCTIDFi) professronai roamer and of competent and' suitable material. flritten - ri fi ca tton by the _.gineer must be Provided Lo the city o PACIFIC ENGINEERING LESION INC, o clvlLENOINEERINC; AN® PLANNING . CONSULTANTS p4 o IN W d ROLL 157 I 22'6 24X sr t i l� ICI Y • V A MtfOFYCX10T1�i1; dCflmG FF 4.Q-- - FF- ° bull NJ r 0 X38 &Q nl s v t I V ° 360.5 r -3 M (TYPE 48'U _,--. _ _ a -0-0 V Inv. M1.7 0 FF 358.0 ° ElRgW sTU,y ' 1TGq LL 0 S`.RO 4 m EX.s - - - _ _ _ Q Ia Lf 6' Puc a y._ EUILDIny c d o MIEi °- '957.5 A..0 +00 / 1 - 0 CUY POLE" - - ---- Ell y, a oe � � o1. O F 9 No 0 n r ~ N F /�I N aND W °n Yz.. 0 z gm= ® �za U In W 033• Z W a 0j Joy 0as U W � � t BnCE WITH R FlV CENT, • y,.-` �, 92-11 M (5.0 MAX. SLOPE FGIS THE 'r' t S PROJECT NO. Ex TEL. F1R5T : 0' OP RORD KID MTE. w DGS a 3 < I(OfE " ?A LfTlC} M _ t' - a _ - a: , oRAwN By t �; ; E(1TRAl9CE AFNEPCIR #; - - 11-22 -93 5TR.4 +77 (4 BENSON RD. R.O.WJ ISSUE DATE i s fIR5T20'OP Ei5)iE;: STA.0 +00(TIETO SAM SEWER LINE) 5Tfl 0 +185(A.),STA.047(Vc m); 55MH#6(TYPER-48'0I Pee the A.L.T.A. survey .c-p3 t d by 11- 9hausen Consulting RIM =349:9 ET RE 7 3.04Z5(�CIEHSOIIRDRALI) `Engineer Inc. August 17. 139 d, the topography survey SHEET REVS�ON SfAO+OD(TIETOSAH.SEWERLIFIE) oepietea on April 21, 1995 - t t 1°. tied to city of Renton INV4'm =342.00(ntW) { enntrot oon­ts 1095 and 4230. (Rote. Add 3.44' Lt, alt- INV b"OUT = 341.90 (Ex) STA.D +13(FL),0 *Iii4lVtruu) =318.ypJJ ete..ari- ea egual'City of Renton.) (INSTALL OVER EX. 55 MAIN. FIELD y 55FIH «i (TYPE• ff -48'40) °( Ssnll ROCKERY NOTE VERITY LOCATION AND INVERT5 5.A.2 -20(4, 6ENSOn RD RAW1 RIM- 334.35 . r�tl 5 -8.54 PRIOR TO CONSTRUCTION.] STA0 *00 (Tit TO SAN. SEWER IhIVarm:m3Z6.19tirew IIWa 5VU "A Iicen -ea engineer with gentechnieal ernerti- must be rotained LINE) m•V�.[�AT}V�;W= �,3yz�•1#�.(`9Y(wC hp �e �n 0rye-r'5N.c{ for proposed ..kerie greater than four feet in height. Th. l "WIlILLV•Y1M55. M�I I. W ids -�(.,re �,gi r 7,:t =itor rockery c truction 5 verify in writing that w r a VERIPYLOCIRTIOIN AND INVERT rpd- -. . =it. hi./heredo p general 1e end,e with ARC o e way o acc "� standard.; and with hrs /her suppl cmentat conmendations, n a PBIORIQ COFISTRDCTIDFi) professronai roamer and of competent and' suitable material. flritten - ri fi ca tton by the _.gineer must be Provided Lo the city o PACIFIC ENGINEERING LESION INC, o clvlLENOINEERINC; AN® PLANNING . CONSULTANTS p4 o IN W d ROLL 157 I 22'6 24X / 4fY/ S/ O// S' RfU/ SEOPERC/ TYOfRE/ YTG!' Y' SfGS '1fEYTS {�ffJlL6YES22Z-940J1J ' iYf[ 4SEDPEi $G/TYOi/YE/>' /O//'S19EOL// YESl COr7MEA7S9-/ 9- 940J/ J- fJ<` U/ SEOPERC/ TYOfREA' 70/' SCO7M L`h'TS.f$�.7L /NE57- /2-950Jk/ ReUrSfa PffIC /TYQfRtN117N5 4 -6 -77 �REULSEO oERCL /EYYTS REA'/ESL G-/3-9b L7 "!J COF/17W5 4 -/4 -77 DO m ROCKERY NOTE , .3 70(H 0 9 .4(U. 3� SiA * ISTffI1�290CUcRro) n r r th of h r t �t �� 55MH #4(TYP €R-54 "O O p�` for pC p d )- t to r n ght The R' > 03 4 SS1�q# 5iiYPiII'S4�F) o r t mn i r rr -r to s ty t ng that RIM =393.5 W'v�'�_ . +o of t51F1= 54`i.8 Lt f . d� ' d -th n t/n le3 r i. t .� a t h �nsa _ o f e e e t t a �e ni mat- -af. E ¢� - -_ -. - - - - N t jriv:,ti 1y lb ^nAin cr mn t be pr i4'd to the atr _.� Ell If% ,E -eet of ' // 11 pl Ex�meS s/.i 1937. a w eaa �30 wx z z z a o wr H t•- � � N m W o O Z N A Z w aciz Z Oma O V O U y� w H a 03 •• zw J� a¢ U 0 a z v a 3 r a a C, h 92 -11 PROJECT NO. DL36 DRAWN BY 11-02 -93 ISSUE DATE / 4- '•4-97 SHEET REVISION o PACIFIC ENGINEERING DESION INC... 6 ROLL 157 I 227