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HomeMy WebLinkAboutWWP2700142.2R/W + 4� 4 LAKE WASH INGTON BLVD. R/w ji : Z` NI EDGE OF P\/M7 EDGE OF PVM'T V w GIIw W_ c- m ----------- i - 0 pp C�B:V�7 STKA. MH pp� I �411 i 12" CONC. CULV . ............... pp _ EX. DRAINA 5 12" CON -1 12" CONC. I- X. D R A i l',� A GE -.T�Ir 20 L.F. 1(0 d. CuLv. C U Lv. DITCH \sv 'A DITCH '�_ F�'ULV- _)TU f5 LAY r, Or. J 11 t- 1201 CON( S T A 14+! 4z- 7 77 7-7-7 777 7 7 7 7 E 'n F -'ACKFILL �`A!:)L 4 -PLEX -APT'S E 1'�,j f, R 1 45 01 I_, C, r e 0, (-rYPIr-AL) (8220) EL. 56;g 0 vv -75 F XDRAI DITCH I C 2" ON 4 'j, 2 '(\ _N', C.A.1� ASSO& 5,d. 5 .00w, 27 L _'J� 27L.F. 27L.F, STUB F. STA 11+51 ;TA 12+02 d 13+1 RISER, < `59) Z SAL EF 2T- �-'s '31 I .0 17 45 0 �\ - �) _; I b BG 87 88 89 0 'y 39 FIR lo, 65M vT # (4, 0 0 NIll rl v_)'3 1 pGF- 19 1x 0. GP' <919 �10 5 01 NOS 1'1`5: I, ALONG LAKE WASHINGT N 6 L\/ C) 7-1--tIE CENTERLINE OF 1EvVEI IS 0 DIMEN510NEED PP01\A THE EASTERLY 7 \-IF - IN EDGE OF PAVEM ECD T� 0 THE ExISTING DRAINAGE DITCH SHALL.eE RESTORED 70 175 A w ro 1012 89 U) EL. 105.9 EL. 102.G E3SIVI'Tt 00 (8435) BSM'T# (64257 3')0 1 ETA 84 to I ct, J_ 3 cj'O 7 T! I L.F-e- j< +83 VLA I N. FLOOR L� F. TA ' 0 i �' TO R ISE R'j. 1 106.j\ CIA b+-)2 (104th AVE. S. E.) 5 v. CONIC. CuL w w G" VVto �CO I � F PARK AVE . N. d. 7 31300 t I + OD R/W 1, 'TO RISER Z STD + to, d. I 3810 HSE# 'T # STA 5+04 STUB 30L.F f) U (8440) !00 BSM 3924 EL. 128.1 E.L. 111.5 ,A l' HSE # r (5436) 0 EL. 139.0 106 107 IN (03 4D B.M. 377-1-35 EL.44.45 R.R. SPK. 0 B.M. 377-1-4A EL. 94.73 SCALE: I"= 50' HORIZ. `3 SEE GENE7--eAL NOTE RP W FACE E. SIDE LK. WASH. BLVD. 4 il, TOP CONC. MON. IN CASE SHEET C, 10'VERT 15' WILY OF CONC. DRWY. e 4- PLEX T G INT. S.E. 84th ST. . B 3 PT'S 8220 U , 104th AVE. S.E. EASEMENTS. E. 84th ST.) N. 4� VOL. 377 BK I PG 20- LK. WASH. BLVD. VOPGS 43-45 L_ 7 37 BK 2 80 _c _C 4- *-1 1 0 CD w 0 1A 70 r-2.2 0 0/­ ill 7'­ p I __ r I 1-72 L_- �Nc, 70 I N V. 70.71 5 (ASSL) TOP 83.66 + 0 G E OF r­ v 1 \4 7 or) -FC11-704\4 01770 > F- CuLv. 'A Lv. - -------------- Cu 0 CULV. INV. 35. 1.6230 17-1-00 12+00 13 00 14+00 15 + 0 50 0 �2'° J _NC.-LV 40 0 -INV. 34.11 30 TO P 44.34 f 2 + rD 0; tt /1. dry, r r 4 40th \j N V. 7C_ 71 TOP 83.6(5 F--: U) OD 104 I IC5 FII HUD PROJECT NO. H-602-2751 DESIGNED— - DATE MAY _4,1_97Q FILE NO.-------- DRAWN J. R. L 7' NOTED SCALE I CHECKED--- FIELD BOOK-PAGF I JADDED NOTE I JR1 5/27/70 APPROVED_ SHEET 3-OF-12 NO. REVISION BY �APPR DATE 4,'05T CITY EAGiNEER CITY OF RENTON ENGINEERING DEPARTMENT C'T F7 E 7NG I N EYE. RI HILL INGMAN CHASE & CO - CONSULTING I.D. 263 SEATTLE, ENGINEERS WASHINGTON SAN NARY SEWER (104th AVE S E) 0 1 rd V. (5 5.5 S TOP!35.)2 C-, 4- 0 0 • 7, .. r-"GS 18, 19 N f 0� 0 120 110 lioo \INV. IC2,12 TOP 121.45 �m 70 60 50