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HomeMy WebLinkAboutWTR2703115.1SE 1/4 SE 1/4 SEC. 10, TWP. 23 N., RGE. 5 E., W.M. kn - l M �a 1 w� N ~� ww z� o� 0 U W w Ir x VR� 0 • A I 661.54 � __ C7 U C \ = W_ N W p U O rQ 2- 3 .0 w Ln O O 0 z O W e O �. N z O � U Q N88`20'5,3 W 68.02 N o CN o { v m L>l O A co O i N88-2056"W (P) W.- .... _....... N88°20'53"W 210.07 z 16 N88.20'53"W(C)_ 372.66 2 — 149.65 (P) 149.59 (C) _ _ 1 66110 I Lo lb,i 180.88 P)N g ? 65 i ST 1 ) fm.. _ 1 Z r' O O V w ry Lb w1 Z I wT,P-j74//t ICD C I0W 0 J "W 150.0.1 N LINE NE 1/4, SW1/4, SE1/4, SEC. 10-22 BASIS OFBEARINGS N8821 '09 7W BETWEEN FOUND MONUMENTS. HELD AS THE SOUTHEAST CORNER AND SOUTH QUARTER CORNER OF SEC. 10-23-5 PER KCAS SUBDIW5101V ALONG THE SOUTH LINE OF SAID SECTION. VERTICAL DATUM CITY OF RENTON - NA VD 1988 wJ'.' w BENCHMARKS r L 00 cv w c�1 Q O z RECOMMENDED FOR APPROVAL B Y. DA TE.• " B Y. DA TE.54} B Y. DA TE.- BENCH MARKS PER CITY OF RENTON SURREY ON NA VD 1999 DA TUM. PT17952 = 3" BRASS SURFACE DISC. IN THE lNT NE 4/7/ ST. (S.E. 128TH ST.) & 148TH A 0E S.E. EL. 454.77 OR (138.614 METERS) PT12103 = BROKEN BRASS SURFACE l7/5C. IN THE IN S.E 129/7/ 5T. & 156/7/ AVF S.E. EL. 547.94 OR (167.013 METERS) UTILITYLEGEND SCALE: 1 " = 40' 0 20 40 80 ----------- PROPOSED WATER — — PROPOSED STORM DRAINAGE - - PROPOSED SA,W TAR Y SEWER O STORM OR SEWER CLEANOUT ❑❑ TYPE I, TYPE 11 CB (RESPECT/ I E-L Y) SANITARY SEWER MANHOLE WA TER METER ® A W 'aft ERI 7 471 1 NE 29th Place Suite 101 WAY Bellevue, Washington 98007 •� 'Con 425.885.7877 Fax 425.885.7963 DESIGN p 33713 , •� GISTER�:�' 10NALEENGINEERING - PLANNING SURVEYING ow�Es 6-12— 05 a-II-Q3 SCANNon APR 2 2 , K. 02009C711