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HomeMy WebLinkAboutTED4001861.3E! VS, SEC. 3, TWP 23 N., FRCaff. 5EF., W. M. r"I 7-7, F= L ;L\ 7� L7#7 10 `� OPINION . 600mm" KATCH Ll N E. - TH 115SHEET r� f7 MAT HL1N1E,-TH1r-5 95HEff-T\ F 1= EL 6 .177. 41 HSC 416.1 &K. 4 1-3.2 F.F. EL H P 410.1 GAR. 41D.�7 rH 45T.- 40f 4Z CUT Ff=. L F F EL W?e 410410.-71 LU 6,6,K 401. F. F. E EL ff F. EL I He7e 1 10 4615A 6 A Fz,. 4 64. GAR. 414.4 FF EL 'jL 1�p , Z& 40q.'L FF. EL POO am \1 ! He5E 4 16, A &K 414.4 NLL Ii o�l 44 FF. EL 4 W715 410.5 NP O I U_GAR 410-97 I=f=. EL Wily \ ��N 416-11 ---------- V_ 4115A 41� F. F. E.L FV2f- 410.15 AK 410.15 4& FF E C\ SE 5 T. 1 *5 FOR SEET I W .4 - A 9; CKA Nic NOTES F. F. L. \ 4. G,oK 010 k, - 14 44. i \ F EL W7 441 6&K. 2. W z oLY) OD 0 (D 0) o if) Y 0 zb tf) 6 W J to CU L Y � 0 :D L, CU Iq (n Y C0 V) z W� 0 ice! `" ?o • ;�Ve 4to UI ' z lu F EL 0 tl 415F, 10.q f 66r, .-T 0 Z j Cn 414-S 7 1 41 F EL I1 W7 40q.-7 m U \ I K 40q. > I Q) 1 DC GAR. W LO z a _j 48 z z0 0 z PP V. I'x 50) /-t0N_�' j� z z NOTE% 15EE SHEET 5 Or 0 F- 4f FOR TE M FO P;ZA KY N z W i C71 1 . ..... -1 \ J _­.vw rl)NITI�Fnl Cc F enc LEGEND: EXISTING CONTOURS (51) 0 46 6 r2A-ru U.S.G. � c,­: NOTE: FLAN. This plan Is for grading control only, with respect to appr ate existing and proposed contours/elevations. A registered Ge technical Engineer shall test and certify that all excavation and embankment for roads and building pads have been constructed In aow U_ 0 W_ IL W < 0 PROD. NO. 80- 502 1 FINISHED CONTOURS (21) - - - - - - - - CATCH POINT, GRADE BREAK OR TRANSITION POINT BETWEEN CUT AND FILL AREAS. TEMP. 13EtJCH MA K!K: TOr MOtA . CA5 E ( HO. E GIC, E) L(DC.,AT IKJT. OF 1LW4\(_'0 4V E . ". E. el M.`. ZOT 1-1 GT-, ELEV. 440.1315 accordance with the requirements established by section 9.04 of the King County Road Standards, section 203 of the "Standard Speci- fications for Road, Bridge and Municipal Construction"section 7006 , of the latest edition of the "Uniform Building Code", and the City of Renton. SHT. OF 42. 2 oaf < mum 7=ow f loo,