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SURVEYOR'S CERTIFICATE <br />I LEO LITOWICH, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON DO HEREBY CERTIFY THAT I <br />HAVE SURVEYED AND MARKED WITH PROPER MONUMENTS THE LAND REPRESENTED ON THE ATTACHED MAP, THE <br />BOUNDARY OF WHICH IS DESCRIBED AS FOLLOWS: <br />ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE SOUTHWEST QUARTER OF SECTION 13, TOWNSHIP 7 SOUTH, RANGE 3 <br />WEST OF THE WILLAMETTE MERIDIAN AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: <br />COMMENCING AT A 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED "LAND MARKERS 1831" AT THE NORTHWEST CORNER <br />OF PARCEL 1, PARTITION PLAT 96-93, MARION COUNTY BOOK OF PARTITION PLATS; THENCE NORTH 49°50'58" WEST 95.07 <br />FEET TO A 5/8" IRON ROD WITH A YELLOW PLASTIC CAP SCRIBED "MULTI/TECH ENG." ON THE WEST RIGHT OF WAY OF <br />EVERGREEN AVENUE NORTHEAST WHERE IT INTERSECTS WITH THE EASTERLY EXTENSION OF THE NORTH LINE OF "PARCEL <br />1" AS DESCRIBED IN REEL 3795, PAGE 388, MARION COUNTY DEED RECORDS, BEING THE TRUE POINT OF BEGINNING; THENCE <br />ALONG SAID EXTENSION NORTH 89059'59" WEST 320.23 FEET TO A 5/8" IRON ROD WITH A YELLOW PLASTIC CAP SCRIBED <br />"AZIMUTH SURVEYING" AT THE NORTHWEST CORNER OF SAID "PARCEL 1"; THENCE ALONG THE WEST LINE OF THE GARDEN <br />ROAD FRUIT TRACTS AS RECORDED IN VOLUME 2, PAGE 87, MARION COUNTY BOOK OF TOWN PLATS, NORTH 0000213" EAST <br />61.94 FEET TO A 5/8" IRON ROD WITH A YELLOW PLASTIC CAP SCRIBED "MULTI/TECH ENG." AT THE WEST CORNER COMMON <br />TO THE PROPERTIES DESCRIBED AS PARCEL 2 IN REEL 7, PAGE 1172 AND REEL 4310, PAGE 362, MARION COUNTY DEED <br />RECORDS; THENCE ALONG THE SOUTH LINE OF SAID "PARCEL 2" SOUTH 89059'59" EAST 317.00 FEET TO A 5/8" IRON ROD <br />WITH YELLOW PLASTIC CAP SCRIBED "MULTI/TECH ENG." ON THE WEST RIGHT OF WAY OF EVERGREEN AVENUE NORTHEAST; <br />THENCE ALONG SAID WEST RIGHT OF WAY SOUTH 02056'22" EAST 62.03 FEETTO THE TRUE POINT OF BEGINNING AND <br />CONTAINING 19,735 SQUARE FEET, MORE OR LESS. F <br />MULTI/TECH ENGINEERING SERVICES, INC. <br />BY: <br />REGISTERED PROFESSIONAL LAND SURVEYOR 91070 <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />OREGON <br />JULY 14, 2020 <br />LEO LITOWICH <br />91070 <br />NARRATIVE <br />THE PURPOSE OF THIS SURVEY IS TO PARTITION THE LAND SHOWN HEREON AND DESCRIBED IN <br />REEL 4310, PAGE 362, MARION COUNTY DEED RECORDS AS ALLOWED BY CITY OF SALEM PLANNING <br />DECISION PAR-ADJ20-11. THE BASIS OF BEARING IS ALONG THE WEST LINE OF MARION COUNTY <br />SURVEY RECORD 38932. <br />I CONCUR WITH THE CONCLUSIONS OF MARION COUNTY SURVEY RECORD 38932. 1 HELD <br />MONUMENTS SET IN THAT SURVEY ON THE NORTH LINE OF "PARCEL 1" OF REEL 3795, PAGE 388, <br />MARION COUNTY DEED RECORDS AND ITS EASTERLY EXTENSION FOR THE SOUTH LINE OF THE <br />SUBJECT DEED. I USED MONUMENTS SET IN THAT SURVEY ON THE WEST LINE OF THE GARDEN <br />ROAD FRUIT TRACTS SUBDIVISION FOR MY WEST LINE, AND VERIFIED THEM AGAINST MONUMENT F <br />PREVIOUSLY TIED IN MCSR 33989, WHICH WAS USED IN THE RESOLUTION OF MCSR 38932. 1 <br />RETRACED THE WEST RIGHT OF WAY OF EVERGREEN AVENUE NORTHEAST THROUGH MONUMENTS <br />A, B, AND C PER MCSR 38932 AND EXTENDED THAT LINE SOUTHERLY FOR THE EAST LINE OF THE <br />SUBJECT DEED. <br />BOTH THE SUBJECT DEED AND THE LAND TO THE NORTH DESCRIBED AS "PARCEL 2" IN REEL 7, <br />PAGE 1172 WERE WRITTEN USING MCSR 10198. AS DESCRIBED IN MCSR 38932, THAT SURVEY <br />FAILED TO PROPERLY POSITION THE WEST LINE BORDERING THE STATE FAIRGROUNDS AND THE <br />CENTERLINE OF EVERGREEN AVENUE NORTHEAST. IN MCSR 38932, DEED DISTANCE FRONTING <br />THE WEST LINE WAS HELD FOR LOT POSITION AND WIDTH, AND I CONCUR WITH THAT METHOD. I <br />SET THE NORTHWEST CORNER OF THE SUBJECT DEED AT RECORD DEED DISTANCE NORTH ALONG <br />THE WEST LINE AND RETRACED THE NORTH LINE PARALLEL TO THE SOUTH LINE, INTERSECTING <br />WITH THE WEST RIGHT OF WAY OF EVERGREEN AVENUE NORTHEAST. <br />DECLARATION <br />KNOW ALL MEN BY THESE PRESENTS THAT GOLD STAR CONSTRUCTION, INC, BEING <br />THE OWNER OF THE LAND DESCRIBED IN THE SURVEYOR'S CERTIFICATE HEREON, <br />AND DESIRING TO DISPOSE OF THE SAME INTO PARCELS, HAS CAUSED THE SAME TO <br />BE SURVEYED AND PLATTED. I HEREBY ACKNOWLEDGE THE PLAT NOTES HEREON. I <br />HEREBY GRANT THE PUBLIC UTILITY EASEMENT AND THE PRIVATE STORM DRAIN <br />EASEMENT SHOWN HEREON. <br />BY: <br />TW N. GROOME, RESIDENT <br />GOLD STAR CONSTRUCTION, INC <br />STATE OF OREGON <br />S.S. <br />COUNTY OF MARION <br />TIM N. GROOME, PRESIDENT, GOLD STAR CONSTRUCTION, INC, PERSONALLY <br />APPEARED BEFORE ME, A NOTARY PUBLIC FOR OREGON, WHO ACKNOWLEDGED THE <br />FOREGOING INSTRUMENT TO BE HIS VOLUNTARY ACT AND DEED. <br />N OfARY t N TU RE <br />NOTARY PUBLIC - OREGON <br />COMMISSION NO. Q$ 2 3 3 3 <br />MY COMMISSION EXPIRES: 6 _ - Z 3 <br />Qo <br />o m <br />oe- <br />C o <br />z <br />w a: <br />0 N <br />z LO <br />w <br />Lo M o <br />o <br />LL 0 <br />o 0� <br />w� o <br />QoLr) z <br />Z <br />oC) <br />z0 <br />wa <br />om(N <br />� <br />ow <br />W, <br />c� <br />z N <br />E= <br />Q �0 <br />w Ln <br />M <br />LL <br />o— <br />w <br />�cy) <br />�r— <br />Q N <br />m o <br />° <br />0 <br />0 <br />z <br />PARTITION PLAT 2021- <br />IN <br />THE SW 1/4 SEC. 13, T. 7 S., R. 3 W., W.M. <br />CITY OF SALEM, MARION COUNTY, OREGON <br />BY: <br />MULTI/TECH ENGINEERING SERVICES, INC. <br />1155 13TH ST. S.E. SALEM, OREGON 97302 <br />503-363-9227 <br />PLAT NOTES <br />1 PLANNING DECISION RECORDED IN REEL 4472, <br />PAGE 113, MARION COUNTY DEED RECORDS. <br />2 IMPROVEMENT AGREEMENT RECORDED IN REEL <br />4478, PAGE 276, MARION COUNTY DEED RECORDS. <br />3 MAINTENANCE AGREEMENT FOR ACCESS <br />EASEMENT TO BE RECORDED POST -PLAT <br />9 BOTP =BOOK OF TOWN PLATS <br />MCSR =MARION COUNTY SURVEY RECORD <br />MCDR =MARION COUNTY DEED RECORD <br />Q OQ PUE =PUBLIC UTILITY EASEMENT <br />N P.P. =PARTITION PLAT <br />Q � Q P. =PAGE <br />V. =VOLUME <br />#7044 R. =REEL <br />1"=40' [ ] =RECORD AND MEASURED DATA PER SURVEY OR DEED NOTED <br />04/26/2021 ( ) =RECORD DATA PER SURVEY OR DEED NOTED <br />{ } =CALCULATED RECORD DATA PER SURVEYOR DEED NOTED <br />"PARCEL 2" <br />R. 7, P. 1172 <br />S89059'59"E 317.00' <br />—158.50'--------- <br />ff <br />5' PRIVATE STORM DRAIN EASEMENT <br />TO THE BENEFIT OF PARCEL 1CD <br />N <br />C14 <br />Z <br />P.4 L <br />0 <br />0 <br />LO <br />13,042 S.F. S00002'13"W <br />(S89059'59"E) (320.44-15 20.00' <br />N89 59 59 W 320.23 <br />,�, 39.22 <br />197.73' (197.55') 5 <br />MONUMENT TABLE <br />SW CORNER LOT 0, GARDEN <br />ROAD FRUIT TRACTS <br />"PARCEL 1" <br />R. 3795, P. 388 <br />"PARCEL 2" <br />R. 3795, P. 388 <br />w <br />LO <br />,o <br />co <br />2021---v5 <br />APPROVALS <br />PARTITION CASE NO. PAR-ADJ20-11 <br />CITY OF SALEM SURVEYOR DATE <br />BT :8 I <br />-Z <br />LoMARION COUNTY ASSESVDR DATE <br />C__ C) <br />M o <br />LO,_ LO <br />TAXES AND ASSESSMENTS ON THE ABOVE DESCRIBED PROPERTY <br />HAVE BEEN PAID IN FULL TO 305_ <br />_hcZ0Z2_ <br />C % / <br />MARION COUNTY TAX COLL CTOR DATE <br />L <br />N N ' STATE OF OREGON <br />CO C14 <br />S.S. <br />C14 Co COUNTY OF MARION <br />i <br />D I DO HEREBY CERTIFY THAT THE ATTACHED PARTITION PLAT No. 7-07.I - .%S <br />WAS RECEIVED FOR RECORDING ON THE DAY OF off-{- 2021, AT 7- :Nl <br />O'CLOCK P M, AND RECORDED IN THE BOOK OF PARTITION PLATS. IT IS <br />ALSO RECORDED IN THE MARION COUNTY DEED RECORDS IN REEL y5y7 <br />PAGE oZ 5 <br />CV <br />N BILL BUR ESS, MARION COUNTY CLERK <br />N <br />-. o 1 <br />,o z BY: <br />DEPUTYcnMYCLERK <br />i <br />• = FOUND MONUMENT FLUSH WITH GROUND UNLESS <br />OTHERWISE NOTED, SEE TABLE <br />1 <br />E = 5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED <br />AZIMUTH SURVEYING PER MCSR 38932 <br />cn <br />C14 O = SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC CAP <br />C) <br />LO SCRIBED "MULTI/TECH ENG." AT GROUND LEVEL <br />Ln <br />LO ^ -0 X = CALCULATED POINT <br />`0 <br />m <br />W <br />C14 <br />Z <br />"u <br />{30'} 5 w <br />158.50' <br />C'4 <br />Q <br />MONUMENT TABLE <br />PARCEL w I o <br />� o <br />N <br />W <br />A. <br />5/8" IRON ROD TIED IN MCSR 38932 <br />o0-4 <br />- <br />Lu <br />B. <br />1/2" IRON PIPE PER MCSR 8584 <br />6,693S.F. <br />(D <br />C. <br />3/4„IRON PIPE PER MCSR 8584 <br />S89059 59" E 160.68 i <br />I <br />w <br />D. <br />3/4„ IRON PIPE PER MCSR 8639, DOWN 0.4, AND <br />ACCESS EASEMENT TO THE BENEFIT I �"' <br />> <br />w <br />BENT, N75048'48"E 1.86' FROM CALCULATED <br />OF PARCEL 1, SEE PLAT NOTE 3 j o <br />CORNER (N78015'59"E 1.47') 5 <br />(30-15 <br />E. <br />3/4" IRON PIPE PER MCSR 10198, DOWN 0.4', <br />122.50' (122.89') 5 <br />\ <br />S8900421"E 2.10' FROM CALCULATED CORNER <br />INITIAL POINT <br />\ <br />(N89056'06"E 1.84') 5 <br />\ i <br />��9oSA <br />F. <br />3/4" IRON PIPE PER MCSR 8584, DOWN 0.5' <br />R. 3443, P. 001 <br />OS\ <br />G. <br />5/8" IRON ROD WITH YELLOW PLASTIC CAP <br />SCRIBED "LAND MARKERS 1831” PER P.P. 96-93 <br />O'� \ <br />� �G <br />R. 2102, P. 346 <br />REFERENCE SURVEYS <br />1. MCSR 8584 <br />2. MCSR 8639 <br />3. MCSR 10198 <br />4. MCSR 33989 <br />5. MCSR 38932 <br />6. P.P. 96-93 <br />7. P.P. 99-39 <br />8. GARDEN ROAD FRUIT TRACTS V. 2, P. 87, BOTP <br />REFERENCE DEEDS <br />D1. R. 7, P. 1172 <br />D2. R. 4310, P. 362, MCDR <br />