|
PART OF THE EAST 1/2,_
<br />SEC. 30 T19N., R20E., W.M.
<br />NBT11'S0'E [588'44'51 W] N69'19'M E [SBG3Y44W]
<br />2725.05 [2721.79] 2649.91 [2703.42] jr
<br />r -
<br />END
<br />3' BRASS CAP ON END 3-1/4 NLN CAP FND 1/2'
<br />CONY POST LCR. REBM SET
<br />LCR: AT ANGLE
<br />LCR'
<br />I I I
<br />tom
<br />g o�
<br />gl I S
<br />wI 6
<br />NBp54'f7 E s40B. _HOT
<br />m g
<br />SET 3-1/2• NLN CAP .DVAJ D +�
<br />0H HOT
<br />3'.030' ALUM
<br />POE IN 'OR
<br />STONE CAIRN. SET OY b
<br />SINGLE PROPORDON I
<br />LCR-
<br />I9� n
<br />epi n
<br />I I I
<br />SOW31'422723.91 '1000 2869.73
<br />E [N8754'OO•E W 272759j [NAV33'32'E 5382431 (N8939'63'E 2889.801
<br />^ �FHO 3• BRASS
<br />SET 3-1/2' ALM CAP END 37 BRASS CAP ON COWL'.
<br />ON 3' ALUM PIPE IN CAP ON GONG. POST
<br />STONE CAIRNPOS.T (HELD EOR NW
<br />POSITION CALL! FROM DR
<br />I CORNER CNG)
<br />SUR:36-98 LCR: 1
<br />LCR
<br />-
<br />THIS SLATM WAS BASED UPON TWO SURVEYS or RECORD. SECTION 30
<br />WAS PREVIOUSLY SURVEYED BY O'HARE IN VOLUME 3 OF SURVEYS, PACE
<br />3& AND SECTION 31 WAS SUINE7EO BY BOWEN IN VOLUME 36 OF
<br />SURVEYS. PACE 98.
<br />THE O'HARRE SURVEY CONTAINS A 5' MATHEANMCAL MISCLO11uRE IN THE
<br />SECTION BREAKDOWN, WHICH COULD NOT BE ISOLATED.
<br />THE BOWEN SURVEY DOES NOT SNOW THE N1/4 CORNER OF SECTION 31
<br />RESULTING IN SOME DISAGREEMENT BETWEEN 714E TWO SURVEYS.
<br />THIS SURVEY HAS HELD THE BARS OF BEARING PER BOWEN, AND IS
<br />SHOWING PHYSICAL FIELD PORTION OF ALL SURVEY CONTROL WITH NO
<br />ATTEMPTS TO FT THE POSMON. OR SHOW POSmOAN AGNRACIES
<br />BEME14 FOUND MONUMENTS AND RDBRD POSITIONS.
<br />9i® OF BYlC10W
<br />THE BASIS OF BEARINGS IS THE MATHE7MTICAL TIE BETWEEN THE
<br />SOUIHEASF AND SOUTHWEST CORNERS OF SECTION 31. TAKER TO BE
<br />NOW45'36'E. AS SHOWN UPON SURVEY &311. P96. WHILE THIS HAS BEEN
<br />HELD AS 'HE BASES OF BEMING, THE OBSERVED DISTANCE BETWEEN
<br />MONUMEWS 6 5162.21 COMPARED TO THE RECON DISTANCE OF 5187.82.
<br />ALL D14ENSIONO SHOWN ARE IN GROUND FEET. MEASUREMENTS WERE
<br />COLLECTED IN STATE PLANE COORDINATES AND CONVEAIEO TO GROUND BY
<br />ONDING GRID D5'ARCES BY THE COMBINED SCALE FACTOR OF
<br />0.9031125041.
<br />R%MPAOmr AM
<br />SRMED W�AASURJEY GRADE GNSS SYSTEM IID TO THE
<br />WASHINGTON STATE REFERENCE NEEMRK AND 3" ROBOTO TOTAL STATION.
<br />THE RESULTING ACCURACIES MEET THOSE REQUIREMENTS AS DUTUNM IN
<br />WAC: 332-130-090,
<br />THE PURPOSE GF THS SURVEY WAS CE LOCALE A O THEM OF COOKS
<br />=CANM ROAD FOR THE POSSIBLE ACCEPTANCE DIITo THE COUNTY -DAD
<br />THIS R
<br />THIS TEDD -D SURVEY HAS BEEN FILED TO SATISFY THE REDUIRFJAENrs
<br />OF MMC: 186-Z929 -110.
<br />N89'1905'E 1002., 03
<br />CUM TAMU
<br />CURVE LENGTH RADIUS DELTA CHORD
<br />Cl
<br />155.21 5DD.00 01747'00• N1T34'34W, 154.59
<br />R
<br />209.02 250.00 54754'11" S.Z.1"OYE" 202.96
<br />C3
<br />452.09 2OOD.0D 013'14'18' SZUOJ'IOW, 461.05
<br />C4
<br />15996 250.110 038'38'27• N16'21'0.5•E, 157.17
<br />C5
<br />134.29 500.00 DI 5-23.20' 50343'3100. 133.59
<br />C6
<br />229.94 750.00 01, '57' NDC36'13'E, 229.04
<br />C7
<br />307.79 650.00 027`07'51' S09.25'lO'W. M4.92
<br />CB
<br />124.98 630.00 011'01'01` N17211'35'E, 124.79
<br />W
<br />212.42 1500.00 008'06'49' NDT54'40'E, 21224
<br />CIO
<br />177.47 1500.00 008'46'43' SOT14'37W. 177.36
<br />C11
<br />218.01 1500.00 OOB21'2B' NOSI 218.81
<br />C12
<br />269.47 225-00 OBB3715' 538'00600, 253.65
<br />C13
<br />385.90 250.00 065'26'34' 1426'40180, 34872
<br />C14
<br />157.13 200.00 04500'50' 564'57'3800. 153.12
<br />CIS
<br />154.02 130.00 08Ta3'D4' NOB'28'30W. 145.17
<br />CIS
<br />202.36 225.00 05132'11' SIV38'67"E. 185.83
<br />C17
<br />68.25 125.00 0.71'18'54' NOW31'19W. 87.40
<br />C18
<br />237.72 325.00 041'54'30' SD047'29W. 232.45
<br />C19
<br />192.15 150.OU 073'23'42' 141467071, 179.28
<br />C20
<br />157.25 200.00 04502'57' 529'07'30'0, 153.23
<br />C21
<br />80.42 1000.00 00327'42' NOB'19'S2W. 60.41
<br />222
<br />7827 300.00 014'56'55' 14171321 711
<br />GO
<br />175.35400.00 025'06'59' 51727'09"E. 173.84
<br />224
<br />110.49 1000.00 00819'51' 56518'1800. 110.44
<br />THIS SLATM WAS BASED UPON TWO SURVEYS or RECORD. SECTION 30
<br />WAS PREVIOUSLY SURVEYED BY O'HARE IN VOLUME 3 OF SURVEYS, PACE
<br />3& AND SECTION 31 WAS SUINE7EO BY BOWEN IN VOLUME 36 OF
<br />SURVEYS. PACE 98.
<br />THE O'HARRE SURVEY CONTAINS A 5' MATHEANMCAL MISCLO11uRE IN THE
<br />SECTION BREAKDOWN, WHICH COULD NOT BE ISOLATED.
<br />THE BOWEN SURVEY DOES NOT SNOW THE N1/4 CORNER OF SECTION 31
<br />RESULTING IN SOME DISAGREEMENT BETWEEN 714E TWO SURVEYS.
<br />THIS SURVEY HAS HELD THE BARS OF BEARING PER BOWEN, AND IS
<br />SHOWING PHYSICAL FIELD PORTION OF ALL SURVEY CONTROL WITH NO
<br />ATTEMPTS TO FT THE POSMON. OR SHOW POSmOAN AGNRACIES
<br />BEME14 FOUND MONUMENTS AND RDBRD POSITIONS.
<br />9i® OF BYlC10W
<br />THE BASIS OF BEARINGS IS THE MATHE7MTICAL TIE BETWEEN THE
<br />SOUIHEASF AND SOUTHWEST CORNERS OF SECTION 31. TAKER TO BE
<br />NOW45'36'E. AS SHOWN UPON SURVEY &311. P96. WHILE THIS HAS BEEN
<br />HELD AS 'HE BASES OF BEMING, THE OBSERVED DISTANCE BETWEEN
<br />MONUMEWS 6 5162.21 COMPARED TO THE RECON DISTANCE OF 5187.82.
<br />ALL D14ENSIONO SHOWN ARE IN GROUND FEET. MEASUREMENTS WERE
<br />COLLECTED IN STATE PLANE COORDINATES AND CONVEAIEO TO GROUND BY
<br />ONDING GRID D5'ARCES BY THE COMBINED SCALE FACTOR OF
<br />0.9031125041.
<br />R%MPAOmr AM
<br />SRMED W�AASURJEY GRADE GNSS SYSTEM IID TO THE
<br />WASHINGTON STATE REFERENCE NEEMRK AND 3" ROBOTO TOTAL STATION.
<br />THE RESULTING ACCURACIES MEET THOSE REQUIREMENTS AS DUTUNM IN
<br />WAC: 332-130-090,
<br />THE PURPOSE GF THS SURVEY WAS CE LOCALE A O THEM OF COOKS
<br />=CANM ROAD FOR THE POSSIBLE ACCEPTANCE DIITo THE COUNTY -DAD
<br />THIS R
<br />THIS TEDD -D SURVEY HAS BEEN FILED TO SATISFY THE REDUIRFJAENrs
<br />OF MMC: 186-Z929 -110.
<br />N89'1905'E 1002., 03
<br />y -
<br />ul�l INE GOR SEC 30
<br />FIVE) 1/2' NEW
<br />PEC
<br />--
<br />----
<br />/ �� PMCEJB4BB34
<br />m NBB'S3'37'E
<br />5287,%
<br />1NB9'S3'33'El
<br />-
<br />[5287.03[
<br />- NOT SEARORED FOR
<br />SET 3-1/2• ALM CAP
<br />ON 3-aV ALUM PIPE IN
<br />Y'
<br />STONE CAIRN, SET BY
<br />i
<br />b g l SINGE PROPORTIONLOR
<br />I
<br />1 LI 468.74 S11^SWO5W
<br />PARCEJ163537 (7 /
<br />-� L2 83.41 N7p53'45'E 1
<br />ry ry NOT SEARCHEDFOR i
<br />a R^
<br />END 3' BRASS CAP POSITION ...
<br />ON CONC, POST SHOWN HOLDS
<br />I
<br />END 3' ORAS" CAP ONW
<br />CONY. POSTGULAR
<br />(HEAD EOR NN RE
<br />CORNER CALC) MEASUREMENTS
<br />L.CR: PER
<br />589'53'167' SUR;3B-96
<br />(HELD FOR NN CORNER)
<br />LCR, ^ 8
<br />2635.41 [2835.34[- 2546.82
<br />6.8'3TWW
<br />12546.411
<br />SBT451387 5182.21 15181.821
<br />BASIS OF BEATING
<br />7 N9Y
<br />7 E J n
<br />f
<br />8SC190N PREA13)M
<br />-not to s V -
<br />T
<br />THIS SLATM WAS BASED UPON TWO SURVEYS or RECORD. SECTION 30
<br />WAS PREVIOUSLY SURVEYED BY O'HARE IN VOLUME 3 OF SURVEYS, PACE
<br />3& AND SECTION 31 WAS SUINE7EO BY BOWEN IN VOLUME 36 OF
<br />SURVEYS. PACE 98.
<br />THE O'HARRE SURVEY CONTAINS A 5' MATHEANMCAL MISCLO11uRE IN THE
<br />SECTION BREAKDOWN, WHICH COULD NOT BE ISOLATED.
<br />THE BOWEN SURVEY DOES NOT SNOW THE N1/4 CORNER OF SECTION 31
<br />RESULTING IN SOME DISAGREEMENT BETWEEN 714E TWO SURVEYS.
<br />THIS SURVEY HAS HELD THE BARS OF BEARING PER BOWEN, AND IS
<br />SHOWING PHYSICAL FIELD PORTION OF ALL SURVEY CONTROL WITH NO
<br />ATTEMPTS TO FT THE POSMON. OR SHOW POSmOAN AGNRACIES
<br />BEME14 FOUND MONUMENTS AND RDBRD POSITIONS.
<br />9i® OF BYlC10W
<br />THE BASIS OF BEARINGS IS THE MATHE7MTICAL TIE BETWEEN THE
<br />SOUIHEASF AND SOUTHWEST CORNERS OF SECTION 31. TAKER TO BE
<br />NOW45'36'E. AS SHOWN UPON SURVEY &311. P96. WHILE THIS HAS BEEN
<br />HELD AS 'HE BASES OF BEMING, THE OBSERVED DISTANCE BETWEEN
<br />MONUMEWS 6 5162.21 COMPARED TO THE RECON DISTANCE OF 5187.82.
<br />ALL D14ENSIONO SHOWN ARE IN GROUND FEET. MEASUREMENTS WERE
<br />COLLECTED IN STATE PLANE COORDINATES AND CONVEAIEO TO GROUND BY
<br />ONDING GRID D5'ARCES BY THE COMBINED SCALE FACTOR OF
<br />0.9031125041.
<br />R%MPAOmr AM
<br />SRMED W�AASURJEY GRADE GNSS SYSTEM IID TO THE
<br />WASHINGTON STATE REFERENCE NEEMRK AND 3" ROBOTO TOTAL STATION.
<br />THE RESULTING ACCURACIES MEET THOSE REQUIREMENTS AS DUTUNM IN
<br />WAC: 332-130-090,
<br />THE PURPOSE GF THS SURVEY WAS CE LOCALE A O THEM OF COOKS
<br />=CANM ROAD FOR THE POSSIBLE ACCEPTANCE DIITo THE COUNTY -DAD
<br />THIS R
<br />THIS TEDD -D SURVEY HAS BEEN FILED TO SATISFY THE REDUIRFJAENrs
<br />OF MMC: 186-Z929 -110.
<br />N89'1905'E 1002., 03
<br />y -
<br />ul�l INE GOR SEC 30
<br />FIVE) 1/2' NEW
<br />PEC
<br />--
<br />----
<br />/ �� PMCEJB4BB34
<br />SET AT MILE AT NN
<br />/ NPPf:18-20-30700-0004
<br />CORNER OF ROC,( OHIO
<br />� T. OURGAN
<br />1m �
<br />n
<br />1
<br />1LiC T1HLE
<br />!
<br />%
<br />I UNE ► LENGTH OWING
<br />1 LI 468.74 S11^SWO5W
<br />PARCEJ163537 (7 /
<br />-� L2 83.41 N7p53'45'E 1
<br />MAPf:t9-z0-35000--Coll
<br />LS SIA 24 N2T2B'02' E
<br />J. UNOERHILL in
<br />UI
<br />L4 242.99 NOp36'01W
<br />PARCE1928834
<br />LS 292.54 Nip03'44W
<br />/
<br />-
<br />MMi:19-20S-30000-0006
<br />JSK PARKS
<br />J*
<br />FNO a• ePST CAP
<br />!N CONY POST NEM
<br />FENCEEANING
<br />`
<br />-
<br />I
<br />Ywfn9-zo-3aaoo-omo
<br />PMCEL806634
<br />$
<br />/ r
<br />J. UNOERwu it
<br />GRAPHICSCALE
<br />n
<br />n
<br />`UI
<br />1m �
<br />n
<br />1
<br />!�
<br />!
<br />%
<br />IU
<br />1
<br />PARCEJ163537 (7 /
<br />MAPf:t9-z0-35000--Coll
<br />J. UNOERHILL in
<br />UI
<br />� �
<br />NE854't7E 4318.88 -�
<br />sIrr
<br />ALUM CAP ON
<br />3'.030'LN
<br />N
<br />PIPE IN STONE
<br />CAYRN. _�-----
<br />DLTM
<br />1 "=80'
<br />PARCEL59a834
<br />YM F WASHINGTON 1
<br />ATE OF WASHINGTON
<br />-
<br />-
<br />GRAPHICSCALE
<br />ASD BELIAMY
<br />I
<br />1
<br />!�
<br />!
<br />%
<br />IU
<br />1
<br />PARCEL -8534
<br />) MWf:19-20-30000-0012
<br />1 RSR J1MR205E
<br />2 -
<br />C�ry PMCEL828834
<br />i 1 IMP/:19-20-30000-0013
<br />/ 1 BSD AMBROSE
<br />r1�.3 148854'17'0 1091.38 4 R SEC M
<br />Nor SFARCHM FOR
<br />IEE DETAIL
<br />1 V1 ~ - 1 ` PARLEL'07B736
<br />�R YAP/;19p �� -0078
<br />illraw
<br />+124 SECTION CORNERS
<br />(i CENTERUNE
<br />SFNF SEARCHED FOR, NOT FOUND
<br />M -M MONUMENT TO MONUMENT
<br />[100.00] RECORD DISTANCE PER
<br />VOL:3 OF SURVEYS. PAGE 38
<br />(100.00? RECORD DISTANCE PER
<br />VOL 36 OF SURVEYS, PACE 96
<br />N89'23'1 OW
<br />111270 (YON TO
<br />END 3• BRASS CAP ON F
<br />ODNC. POST AT SW
<br />CONNED OF ROCK CRIB
<br />C
<br />\i
<br />V
<br />PARCEL -32804+ MAP,:19-20-30ODD-0003
<br />GRAPHICSCALE
<br />ASD BELIAMY
<br />Q
<br />i � g
<br />186341
<br />19-20-10DOO /4
<br />MAPf:1M. WHEELOCK
<br />1 V1 ~ - 1 ` PARLEL'07B736
<br />�R YAP/;19p �� -0078
<br />illraw
<br />+124 SECTION CORNERS
<br />(i CENTERUNE
<br />SFNF SEARCHED FOR, NOT FOUND
<br />M -M MONUMENT TO MONUMENT
<br />[100.00] RECORD DISTANCE PER
<br />VOL:3 OF SURVEYS. PAGE 38
<br />(100.00? RECORD DISTANCE PER
<br />VOL 36 OF SURVEYS, PACE 96
<br />N89'23'1 OW
<br />111270 (YON TO
<br />END 3• BRASS CAP ON F
<br />ODNC. POST AT SW
<br />CONNED OF ROCK CRIB
<br />C
<br />\i
<br />AUDITOR'S CERTIFICATE SURVEYOR'S CERTIFICATE KITTITAS COUNTY PUBLIC WORKS "VIE COOKS CANYON ROAD OIE17
<br />TU THIS MAP CORRECTLY REPRESENTS A 411 N. RUBY ST., ELIENSBURG WA 98928 NMLKPM 4681 TO 1m"OST 5.71 I
<br />FILED FOR RECORD THIS - DAY OF + "'(j SURVEY MADE BY ME OR UNDER MY (509) 911-7523 .r.sctlXHaA..oae
<br />OBRECTRIN IN CONFORMANCE WI1H THE ftp
<br />AT -M. IN BOON OF REOUIREIAENTS OF THE SUfO1NG 2 SURVEY RECOOF
<br />• ACT AT THE REQUEST OF KITTTAS COUNTY PT Ei 2 SEC. 30, T19N., R20E.,W.M. 1JW
<br />AT PAG _ AT THE PUBLIC WQRKS IN N
<br />ES)
<br />REQUEST OF KITTY TAS COUNTY PUBJC WORKS. RECORD OF SURVEY MEETS
<br />PAfCfL ID. MULTIPLE soME: 1 '7
<br />�LLAI
<br />COUNTY ALICiT(1R BY DEPUTY ELAIIISTN NRNBMLL PLSf518U2 DATE N1fEreaB c9DxrY MAP �' MULTIPLE OV1C "=300' 2/11/2021 20033
<br />GRAPHICSCALE
<br />tb h=RODm
<br />\_
<br />� �
<br />PARCE1928834
<br />SE SD 30
<br />/
<br />-
<br />MMi:19-20S-30000-0006
<br />JSK PARKS
<br />J*
<br />FNO a• ePST CAP
<br />!N CONY POST NEM
<br />FENCEEANING
<br />`
<br />70
<br />(POST LEANING 7'q 5)
<br />i NB9•z3•IgW ~'
<br />1357.03 (MGN 70 Ft )
<br />AUDITOR'S CERTIFICATE SURVEYOR'S CERTIFICATE KITTITAS COUNTY PUBLIC WORKS "VIE COOKS CANYON ROAD OIE17
<br />TU THIS MAP CORRECTLY REPRESENTS A 411 N. RUBY ST., ELIENSBURG WA 98928 NMLKPM 4681 TO 1m"OST 5.71 I
<br />FILED FOR RECORD THIS - DAY OF + "'(j SURVEY MADE BY ME OR UNDER MY (509) 911-7523 .r.sctlXHaA..oae
<br />OBRECTRIN IN CONFORMANCE WI1H THE ftp
<br />AT -M. IN BOON OF REOUIREIAENTS OF THE SUfO1NG 2 SURVEY RECOOF
<br />• ACT AT THE REQUEST OF KITTTAS COUNTY PT Ei 2 SEC. 30, T19N., R20E.,W.M. 1JW
<br />AT PAG _ AT THE PUBLIC WQRKS IN N
<br />ES)
<br />REQUEST OF KITTY TAS COUNTY PUBJC WORKS. RECORD OF SURVEY MEETS
<br />PAfCfL ID. MULTIPLE soME: 1 '7
<br />�LLAI
<br />COUNTY ALICiT(1R BY DEPUTY ELAIIISTN NRNBMLL PLSf518U2 DATE N1fEreaB c9DxrY MAP �' MULTIPLE OV1C "=300' 2/11/2021 20033
<br />
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