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RECORD OF SURVEY <br />LOCATED IN THE SW 1/4 AND NW 1/4 OF SECTION 36, TOWNSHIP 6 <br />SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, <br />CITY OF KEIZER, MARION COUNTY, OREGON <br />DECEMBER 3, 2020 <br />THE PURPOSE OF TH IS SURVEY, PERFORMED AT <br />THE REQUEST OF THE CARDNO INC., I S TO LOCATE <br />EX I ST I NG MONUMENTAT I ON ALONG KE I ZER EXTINGUISHMENT OF A / / / / 101 106 <br />STATION BLVD AND SHOW THE LOCATION OF 10' STORM DRAIN / / / / C7 C6 C5 - - <br />THOSE R I GHT-OF-WAY DED I CAT I ON'S RECORDED EASEMENT DEED REEL '/ / / // 4 ; _ _ - - - S89020'32"W 121.09'LO <br />' '1 <br />4456, PAGE 471 /'�/ C, cn ;� (121.13)(1)(2) <br />N DEED REEL 41 75, PAGE 374, AND DEED REEL / w Q N <br />4 175, PAGE 375. 1O'S ORM DRAIN / / / 'n ti N CNI <br />NARRATIVE: <br />EASEMENT DEED REEL �/ // ,L Gj� o <br />4175, PAGE 374 / / / N-�.OF Q�EOV) _ Lq <br />ESTABL I SHED THE EASTERLY R I GHT OF WAY \ // //// / p' ����lb <br />LINE OF THE BNSF RAILROAD BETWEEN \ / RE ° I (-j-n-3) <br />MONUMENTS 107, 103 AND 106 AS A BASIS OF \ / / - ZgS� <br />BEAR I NGS. I THEN CALCULATED THE R I GHT OF <br />WAY OF KE I ZER STAT I ON BLVD, BE I NG A 94.50 <br />FOOT R I GHT OF WAY DED I CAT I ON AS SHOWN ON \ \ // �� 6 C9MCSR 38789 AND 37934, AND ESTABL I SHED I T ON \ \ <br />THE GROUND FROM TURNING THE RECORD ANGLE ` <br />OF 90000'06" FROM MCSR 38789 FOR THE TANGENT \ i�� 2 �J� i� Cl RECORD <br />SECTIONS AND THROUGH HELD MONUMENTS 101 ,EXHIBIT C ��� Gti L=(718.06)(2), (718.02)(1)* <br />102 AND 100 PER MCSR 37934 AT THE BEGINNINGDEED REEL ��° ,��° R=554.50' (1)(2) <br />AND END I NG OF THE CURVES RESPECT I VELY. THE 0=(74011'46")(2) <br />END OF CURVE ON THE SOUTHERLY RIGHT OF WAY 4018, <br />PAGE 058-1�i�` <br />OF SAID KEIZER STATION BLVD AND ITS �Gp C2 RECORD <br />CONNECTION TO THE NORTHERLY RIGHT OF WAY / �� e <br />3 <br />L I NE OF CHEMAWA DR NE WAS ESTABL I SHED FROM °' L_(583.52)(2), (583.50)(1)* <br />RECORD CURVE DATA FROM MCDR REEL 41 75, PAGE ��, QQ' // �`� y% R-460 00;(1)(2) <br />375. -o Q 4 ij, D=(72 40 51 )(2) <br />SURVEY REFERENCES: <br />(1) <br />(2) <br />(3) <br />(4) <br />MCSR 37934 <br />MCSR 38789 <br />MCDR REEL 4175 PAGE 375 <br />MCDR REEL 4175 PAGE 374 <br />0 <br />s <br />ev <br />7(9 <br />C10 <br />RIGHT-OF-WAY <br />O / DEDICATION DEED <br />REEL 4175, PAGE 375 <br />- - O100 ('� / 4? 25, V I 06, vo <br />11 'ARIES C14 cA <br />\ I / Y C15 06,' '0 <br />N59°02'38"W 10.38' !� 7 ALL HELD PER (3) S21009'10"E '4.43' <br />L=40.07'1 R=25.00' N67051'02"E 1.48' <br />LOCKHAVEN DR NE 10 A=091°49'39" S22008'58"E 10.14' <br />co CHORD=35.91' <br />S29015'50.87"E <br />ALL HELD PER (3) CyFM <br />L=0.64', R=1351.23' <br />A=000°01'38" <br />CHORD=0.64' <br />N75009'51.33"W <br />S&F LAND SERVICES MAKES NO WARRANTIES AS TO <br />MATTERS OF UNWRITTEN TITLE SUCH AS ACQUIESCENCE, <br />ESTOPPEL, ADVERSE POSSESSION, ETC. <br />RECEIVED 04/15/2021 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />08/24/2021. <br />MCSR 39411 <br />60' 0 30' 60' 120' <br />mu- = �� %mlm� <br />SCALE: 1" = 60' <br />BASIS OF BEARINGS: <br />THE BASIS OF BEARINGS OF NORTH 00°39'34" WEST <br />ALONG THE WESTERLY RIGHT OF WAY LINE OF THE <br />BNSF RAILROAD, WAS ESTABLISHED BETWEEN <br />MONUMENTS 107 AND 106 PER MCSR 37934. <br />S89 20 32 W 121.09 <br />c� 102 (121.13)(1)(2) <br />0 5� <br />4 �`'' S50°52'02"E 64.96' 112 <br />?� 90 00'0(2)* <br />13 <br />i (89059'58")(l)*9 125' 25' <br />DEED REEL <br />3267, <br />PAGE 213 I <br />rnrnZ O <br />rn o W J <br />rn uj m Q <br />M M Ch LL <br />IM ° L <br />Z Q z <br />m m <br />I <br />I <br />I <br />MONUMENT TABLE: <br />00 FOUND 5/8" 1 R W/RPC MARKED "NORTHSTAR <br />SURVEYING" FLUSH PER MCSR 37934 <br />1 0 1 FOUND 5/8" 1 R W/RPC MARKED "NORTHSTAR <br />SURVEYING'' DOWN 0.2' PER MCSR 37934 <br />02 FOUND 5/8" IR W/RPC MARKED "NORTHSTAR <br />SURVEYING" DOWN 0.2' PER MCSR 37934 <br />103 FOUND BERNTSEN BRASS PLUG MARKED <br />"NSTAR PLS 1823" FLUSH PER MCSR 37934 <br />06 FOUND 5/8" IR W/RPC MARKED "NORTHSTAR <br />SURVEYING" DOWN 0.2' PER MCSR 37934, <br />DESTROYED BY CONSTRUCTION, NOT RESET <br />07 FOUND 5/8" IR W/YPC MARKED "AZIMUTH <br />SURVEYING" UP 0.3' PER MCSR 36025 <br />(OD FOUND 5/8" IR W/ YPC MARKED "W&H <br />PACIFIC" PER "KEIZER STATION VILLAGE <br />CENTER'',BOTP VOL. 45 PAGE 121 <br />MCSR 39411 <br />OO FOUND MONUMENT - 5/8" 1 RON ROD HELD, <br />UNLESS OTHERWISE NOTED, SEE MONUMENT TABLE <br />FOUND MONUMENT - 1 1/8 11 BRASS PLUG HELD, <br />UNLESS OTHERWISE NOTED, SEE MONUMENT TABLE <br />XX FOUND MONUMENT NO. <br />SET SURVEY CONTROL MONUMENT MAGNA I L/PK <br />NAIL, SEE CONTROL POINTS TABLE <br />SET SURVEY CONTROL MONUMENT 5/8" IR W/ <br />RPC, SEE CONTROL POINTS TABLE <br />W/YPC DENOTES WITH YELLOW PLASTIC CAP <br />W/RPC DENOTES WITH RED PLASTIC CAP <br />MCSR DENOTES MARION COUNTY SURVEY RECORDS <br />MCDR DENOTES MARION COUNTY DEED RECORDS <br />BOTP BOOK OF TOWN PLATS <br />R DENOTES IRON ROD <br />CP DENOTES CONTROL POINT <br />(#) DENOTES RECORD DATA PER SURVEY REFERENCE <br />DENOTES CALCULATED RECORD DATA PER <br />SURVEY REFERENCE <br />PK DENOTES PK NAIL <br />DENOTES CENTERL I NE <br />CONTROL POINTS TABLE <br />POINT NO. <br />NORTHING <br />EASTING <br />DESCRIPTION <br />1 <br />5006.85 <br />5032.25 <br />CP -PK <br />2 <br />4974.73 <br />4603.72 <br />CP -PK <br />6 <br />5002.79 <br />4652.86 <br />CP -PK <br />7 <br />4687.42 <br />4433.36 <br />CP_PK <br />11 <br />4709.02 <br />4447.68 <br />CP -RPC IR W/RPC <br />12 <br />5068.13 <br />4716.03 <br />CP -RPC IR W/RPC <br />13 <br />4968.86 <br />4946.66 <br />CP MAG PK <br />CURVE TABLE <br />CURVE # <br />DELTA <br />RADIUS <br />LENGTH <br />CHORD <br />CHORD LEN <br />Cl <br />74012'24" <br />554.50' <br />718.16' <br />S52014'20"W <br />669.01' <br />C2 <br />72041'34" <br />460.00' <br />583.61' <br />S52059'45"W <br />545.25' <br />C3 <br />43043'03" <br />554.50' <br />423.09' <br />S36059'40"W <br />412.90' <br />C4 <br />25041'52" <br />554.50' <br />248.70' <br />S71042'07"W <br />246.62' <br />C5 <br />4047'29" <br />554.50' <br />46.37' <br />S86056'48"W <br />46.36' <br />C6 <br />4032'14" <br />494.15' <br />39.13' <br />N88010'56"W <br />39.12' <br />C7 <br />23008'36" <br />209.00' <br />84.42' <br />S77058'39"W <br />83.85' <br />C8 <br />9040'38" <br />762.00' <br />128.70' <br />S61034'02"W <br />128.55' <br />C9 <br />41001'12" <br />460.00' <br />329.33' <br />S68049'56"W <br />322.34' <br />C10 <br />31040'22" <br />460.00' <br />254.28' <br />S32029'09"W <br />251.06' <br />C11 <br />10058'32" <br />452.50' <br />86.68' <br />S39022'49"W <br />86.55' <br />C12 <br />5028'49" <br />753.36' <br />72.06' <br />S31009'09"W <br />72.03' <br />C13 <br />1200746" <br />452.50' <br />95.79' <br />S22020'52"W <br />95.61' <br />C14 <br />56020'37" <br />8.00' <br />7.87' <br />S11053'19"E <br />7.55' <br />C15 <br />18054'27" <br />21.00' <br />6.93' <br />N30036'24"W <br />6.90' <br />