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HomeMy WebLinkAboutR-38083747 m! o 470 0 455 A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23-N., RANGE 5E, Kif-14G.— COUNTY, WASHINGTON - Oman us am owlWIM-Ifts Aft am um,awwuw im dft ow aWsaw"m wo a& "KIWO MATCH L• WE STATION EQUATION STA. 22+05.77* 15-10,0' LT. 3-12 U,*,!T hW040"HW MOdLOOX, SEE OtIML ON T148 SET 6/10/2015 2 STA. 20+00i.00 _-�_ STA_ 4+00.00+ STAJ" 10 VAIT! _OFFSET EaV� NOTE: LT. 11 (SEE SHEET RD -03) ECR LT. 465.05 12 4W33 13.00* LT. 464.67 1/2 STA. = 20 + 81.72 s 40.24" B 465.11 14,15,16: LT s+ 9--1 S ft400F 01,60J'06 0 D 04M IN THE OF 71.4# LT. A 17 STA.=20+55..02l, _R- (M 40 AR: 7ERJAL) ll LT. 4".W T�w LoTs 0. *=41..W 40 W i7 464.61 25 C14 ^J RT. 465.17 2-6 STA. =22+40.3go 13.00' AD 467.55 27 STA.=22+68.39i - to AID so jJ W I T -TA: S•21+43-3. PVI ELM 464.94 AT CUL-DE-SAC LP 2,1+%37 LP 8XV. 444.79 4 -5 7 z 6/10/2015 2 STAJ" 10 VAIT! _OFFSET EaV� LT. LT. 11 A ECR LT. 465.05 12 4W33 13.00* LT. 464.67 1/2 STA. = 20 + 81.72 s 40.24" LT. 465.11 14,15,16: STA. =210+64.91 9 71.4# LT. A 17 STA.=20+55..02l, ECR ll LT. 4".W 24 0. *=41..W Lim t4W4X 10-4* KEMAP %. v I M w FA-: Pm #3 LP10444.46 AXIS SURVEY & MAPPING, INC 15241 NE 90TH ST. REDMOND, WA 98052 425-823-5700 WVVEWAY APPROACH TABLE STAJ" 10 STA.=22+37.70t 13.00* LT. 1/2 11 STA. =21 +63.90* ECR LT. 465.05 12 STA. =21+37.50s 13.00* LT. 464.67 10-4* KEMAP %. v I M w FA-: Pm #3 LP10444.46 AXIS SURVEY & MAPPING, INC 15241 NE 90TH ST. REDMOND, WA 98052 425-823-5700 WVVEWAY APPROACH TABLE SEEy INT A& F-004 ON SHM OT --01 OmW 1 . SU SEC. 5.04. KCRIS. 20 Ml MLAT" OF N.D.C.S.U. INCLUDOW C0009"k)CTM OF &W WILL BE DONE BY T14E U.S. POSTAL SERYCE. SEE NOTE 140.2 'D 9-1 ------ ----- HOR 9 OLT PA-TTEWW. N.jD.,C.19.-U. PEDESTAL - NOTE NO.2 CKCKED FOR COMFILIANCE TO CITY STA#"RDS __q'WT T iTl I # # vz IV, A i VW A 91 It A od 11. *%Pft aft* am" YOU: -c" all. ONFAW GRE NL -AF ROAD AND STORM PLAN AN -D PROFILE UTILITY PEAW pC�j�g� g 3-� i�' I cm , :, a4�� -mm > '03 mo 00 :0 ad 0 m Z m o trsz z m cn 0 10 STA.=22+37.70t 13.00* LT. 467.41 11 STA. =21 +63.90* 13.00' LT. 465.05 12 STA. =21+37.50s 13.00* LT. 464.67 13 STA. = 20 + 81.72 s 40.24" LT. 465.11 14,15,16: STA. =210+64.91 9 71.4# LT. 464.47 17 STA.=20+55..02l, 74.25* LT. 4".W 24 STA.=21+36.391 12.98' RT. 464.61 25 STA. =21+67.39i 13.00* RT. 465.17 2-6 STA. =22+40.3go 13.00' RT. 467.55 27 STA.=22+68.39i 13.001 RT. 469.24 SEEy INT A& F-004 ON SHM OT --01 OmW 1 . SU SEC. 5.04. KCRIS. 20 Ml MLAT" OF N.D.C.S.U. INCLUDOW C0009"k)CTM OF &W WILL BE DONE BY T14E U.S. POSTAL SERYCE. SEE NOTE 140.2 'D 9-1 ------ ----- HOR 9 OLT PA-TTEWW. N.jD.,C.19.-U. PEDESTAL - NOTE NO.2 CKCKED FOR COMFILIANCE TO CITY STA#"RDS __q'WT T iTl I # # vz IV, A i VW A 91 It A od 11. *%Pft aft* am" YOU: -c" all. ONFAW GRE NL -AF ROAD AND STORM PLAN AN -D PROFILE UTILITY PEAW pC�j�g� g 3-� i�' I cm , :, a4�� -mm > '03 mo 00 :0 ad 0 m Z m o trsz z m cn 0