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!F_ 6i c) V) Of LJ a- < I Li- 22 0.8 z -0 0 0 0 --, 2 Ld CL r- — 4 C-4 C) PC) z CL ENGINEER: C < 0 w :3 m co All14 11 E V_ w .j Z E f2 LL 5 -5 0 z I's 0 z � 0 m ... . .... 50.00'. VC K — 1430 . . . . . 9: a- EL rL U) . . . . . . . . HSD*1 64��7 . . . C4V ........ . a: cr) -I_j � H W m oc 0 zg V) 00 V) y W . . . . . . . . :CONCRETE -SLAB OVER EXISTING . . . >- 0 0 << <0 0 o 0 LTJ 0 o �ON- SHEET -20. < 0 z H2 f2 zzwzzzn x f2 K-) V-1 z x :D w w (L m M CIO III M w m w m a- m LLJ .......... V-* !F_ 6i c) V) Of LJ a- < I Li- Q. 0) � L_ 0 0 E4 0 0 --, 2 Ld 0 r- — 4 C-4 C) PC) z Ln Uj ENGINEER: C < 0 w :3 m 04 All14 11 CC V_ uj Z 9 lot 19 104: z t, > 0 > 0 8 w M < 7) 7) __3 CL w w < * 0° �z I Li- i�_ 0 0 -07 Z 0 0 --, 2 Ld 0 r- — 4 C-4 C) PC) z Ln Uj ENGINEER: 8 zo cy, 'HIGH POINT ELEV. 276 .45.- . . . . . . . . . . . . . . . . . . 04 z 0 LL 0 V_ uj Z z ..... .. f2 9 lot 19 104: z t, > 0 > 0 8 w M < 7) 7) __3 CL w w < * 0° �z I Li- i�_ 0 4zp -07 Z 0 0 --, 2 Ld 0 r- — 4 C-4 C) PC) , \ CO 1"' ENGINEER: q 0 cy, 'HIGH POINT ELEV. 276 .45.- . . . . . . . . . . . . . . . . . . 04 Z HIGH 'POINT' -6,3+45 LOW POINT EILEV- 275.31 TA... V_ uj ....... :.....— .... � 1: ...... ............. ...... .......... 63+50 ......... LOW VI - -STA - 64+46..44. . . .. . z ..... .. f2 >m— 5 -5 z Luji z I's z � z � Z LMLI m mmummanc 300 .............. I Li- z 0 0 z 0 z . . . . . . . . . . . . . .... 425) 235-0744 O 425) 235-1394 FAX PVI - ELEV:= 245.25 ENGINEER: 0 0 LO....... 'HIGH POINT ELEV. 276 .45.- . . . . . . . . . . . . . . . . . . Z HIGH 'POINT' -6,3+45 LOW POINT EILEV- 275.31 TA... 290: ........ ..... uj ....... :.....— .... � 1: ...... ............. ...... .......... 63+50 ......... LOW VI - -STA - 64+46..44. . . .. . z ..... .. f2 HSDzi7.1.-37 Z z Luji z I's z � z � Z LMLI O. ... . .... 50.00'. VC K — 1430 . . . . . 9: a- EL rL ...... ......... . . . . . . . . HSD*1 64��7 . . . C4V ........ . a. u � H H 0 0 + V) 00 V) y Z . . . . . . . . :CONCRETE -SLAB OVER EXISTING . . . >- 0 0 << <0 0 0 z 0 LTJ 0 �ON- SHEET -20. < 0 275 H2 f2 zzwzzzn x f2 K-) V-1 z x :D w w (L m M III M w m w m a- m LLJ .......... V-* . . .. ....... ... ........ ST-k 71+15,-5-.O'-RT- ....... ........ .......... ...... 76ROSSING 2 mmzmmmm 00 -, 0 0 0 z 0 0 LLJ 265 C) ........... ....... 2" BEND .............. ......... ...... A 265 < 9 CIL SS.m 17, ... ..... .......... .. ryp STA., 62+52;76j .134. RI.- - RAW=246.36 w w 1z 7 CD csi jo C-) 0 C-) C-) LLJ LLJ , F w LLJ of LLJ w LLJ x Li 11� ... SSMH# 16, i TYPE - 1 -48 - S A.�G8+91,05i .7.8' -LY. cL a. v) IE02'.V.7.9. '(8.7041r. N)*..:. a. a. 5L (L ....... mmummanc 300 .............. ........ ...... ........... ......... . ..... ..... '. 295 ..... . . . . ..... . . . . . . . . . . . . . .... 425) 235-0744 .... ....... 425) 235-1394 FAX PVI - ELEV:= 245.25 ENGINEER: 0 0 LO....... 'HIGH POINT ELEV. 276 .45.- . . . . . . . . . . . . . . . . . . Z HIGH 'POINT' -6,3+45 LOW POINT EILEV- 275.31 TA... 290: ........ ..... ...... ....... . . .. ....... :.....— .... � 1: ...... ............. ...... .......... 63+50 ......... LOW VI - -STA - 64+46..44. . . .. . z ..... .. .. . . . PVI - ELEV 276.60 . . . PM StA 64+.*50 . . . .. • HSDzi7.1.-37 Z . . . . . . . . . . . A.D PVI ELLV 275.A.D.' �66 V LLJ ... ......... . . . . . . . ........ V=i 20.00 &D., 150* . . . . . O. ... . .... 50.00'. VC K — 1430 . . . . . 285 ...... CIS! ...... ....................... ......... SSD;49'0.*837 N....:.... . . 50.90'.'� VC ............. r4 ......... ....... ....... ...... ......... . . . . . . . . HSD*1 64��7 . . . C4V ........ . C*A* L*.Lj u + . . . . . . . . . . . . . . . . . . . . C,4 0 . . . . . . . . . . . . . GUARD RAI L + z + 280 : ... .................. ................... ............. C-4. L 1) GTO . ..... ...... R'. TO. IN .. ...... `0 280 r... ...... . . . . . . . . :CONCRETE -SLAB OVER EXISTING . . . 245 :OLYMPIC 'PIPE' LINE WITH :CONCRETE ....... 245 :CAP PER- SLAB :DETAIL -420- .... .. . �ON- SHEET -20. 275 ....... ....... ...... .. .. ...... ........ ... . .......... 40 ................ ...... .... .. .. . ........ ............... .b . .. .. . ... —16 0.p.c 270: .......... V-* . . .. ....... ... ........ ST-k 71+15,-5-.O'-RT- ....... ........ .......... ...... 76ROSSING 2 ... ........ N 2 TEE: ..... . ......... IE=2, 70 1k: S. 59. .1-47 i LF- pV c 0 .... .. . . . 12- W' 265 QUT W) ........... ....... 2" BEND .............. ......... ...... A 265 STIX . . . . . . . 9 235 SS.m 17, ... ..... .......... .. ryp STA., 62+52;76j .134. RI.- - RAW=246.36 ...... 7 CD csi jo 260: ... Z=203.90 N. W) /E_ (8» IN. S).... ......... .. z n ................. ....... ((8--m ..................... ..... . )-;Z 260 ....... ....... ...... .$S # 15, :TYPE 1 49 �E2-33.82 -(40! hV- E)... ........ * 11� ... SSMH# 16, i TYPE - 1 -48 - S A.�G8+91,05i .7.8' -LY. ............ IE02'.V.7.9. '(8.7041r. N)*..:. ........ ...... :$Tk 53+99�.99, :3'.E�5' :RT,� HAR cit, 230 ............ :SE L ............. LLJ ... RIM=275.81 ..... . RIM=271.43� ..... 0 36 i �P=MW (8" 4!: IN 0 'IE*262. si.m... - WA 110"TH oT I ....... .. ..... .(WEr0*`* ... c=265.22... MIT. E 16442.4�'. (8_�:Wt 255 ........................ .............. ......... ...... ...... ......... I ..... . ....... ......... 0 255 1 _5' ... ......... 40 LF -PVC -ENCASEMENT .... ...... ......... 70+00 OVER.'WATERMAIN 20': : : : : : : ...... ........ ........ EACH- SIDE OF -THE -OLYMPIC - ........ ....... 0"E 1U"%TH ST (EAST) PIPELINE'. CROSSING ...... .... ... 250 .......... ....... ............... ... ....... ....... .. ........ ......... ... ............. .. ........... ............ ........ ....... ................... ........... 250 11 ......... ......... . ....... ........ ......... ..... �2 .......... ......... ......... ........ ..... ... ........ .-n - Ln C4 Ln Ln - 1-4 NON OR O to un 10 <D In NN. (14 c%I NN. (4 . ......... . . . . . . . . . . ;C4 ...... . 61+00 ....... . ........ 62+00 63+00 64+00 65+00 SECTION ®, TWP. 23 N., RGE. 5 E., W.M. • ..... 146.6-t.' LOW. W POINT 1 ........ ...... ...................... . PAGEANTRY COMMUNITIES LOW POINT* ST4'. -_-i 704-39.29 ....... 425) 235-0744 PVI STA 70+ 50 . .. - - - - ......... 425) 235-1394 FAX PVI - ELEV:= 245.25 ENGINEER: 0 0 LO....... 255 w to ...... ....... K-:JJ4 ........ 777t7_� + /. 255 V) *+ C.4 .... ... 50.06. VC z ..... .. HSDzi7.1.-37 W� ........ A Q gz I W. O. v + Lti V4 ... 250 'CD r4 ......... ....... ....... ...... ......... 250 C*A* L*.Lj u r... ...... 245 .... .. ........ ......... ....... .... ....... _ _.: ......... .... 245 40 ................ ...... .... .. .. . ........ 240 .b . .. .. . ... ....... :SS MH#15,:TYPE :1-'48:" . . .. ....... ... ........ ST-k 71+15,-5-.O'-RT- ....... ... ........ N RIM�;2,9.47 ..... . ......... IE=2, 70 1k: S. 59. SS-MH 5 TYPE: 1-48" . . QUT W) STIX . . . . . . . - 235 ALONG - ROAD - C ......... RAW=246.36 ...... ...... Z=203.90 N. W) !E=2M.89 fop. Iff S) . ....... �E2-33.82 -(40! hV- E)... 230 .................... IE02'.V.7.9. '(8.7041r. N)*..:. .............. ..... ..... 230 .. .. ....... A- C4 r__ to 'zi-11v G6 kti .... cd - 4 fr� ....... Ile . . . . . 4) 418 CA A A . . . . .N . . . . N C4 70+00 71+00 0"E 1U"%TH ST (EAST) 1 "=50' 1 "=5) KEY MAP N.T.S. y1bi LEXPIRES 2/5/04 __1 t — AWOved BY Date DEVELOPER: ROGER NIX 14 A PAGEANTRY COMMUNITIES cs &0 2936 KENNEWICK PLACE N.E. RENTON, WA 98056 425) 235-0744 425) 235-1394 FAX ENGINEER: 0 0 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 E N G (425)251-8782 FAX CITY OF RENTON r_>E—=PAR-rMF=N-r c:>F= PUBLIC WORKS SANITARY SEWER PROFILES ASBUILTZ-5 SE 10TH ST DESIGNED MTS DATE 6/6/2000 FILE NO. DRAWN DWW 1" =50 HOR. CHECKED RJA SCALE 1"=5' VER. FIELD BOOK PAGE — APPROVED DIRECTOR OF PUBLIC _WORKS SHEET OF 8 p 04 cl-i m I C"i X E E LO N CD 6 E V) 1 C14 0 c) 0 1-1 9-1 ii It J; 0 >