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Home My WebLink AboutSurvey 20333REFERENCES (A) CONTROL, RECOVERY AND RETRACEMENT SURVEY BY PARAMETRIX FOR THE DESCHUTES COUNTY ROAD DEPARTMENT, FILED JANUARY 16, 2019 AS COUNTY SURVEY NO. 19838 IN THE DESCHUTES COUNTY SURVEYORS OFFICE. NARRATIVE THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE EXTENTS OF THE RECENTLY DEDICATED ROAD RIGHT-OF-WAY AREAS DESCRIBED IN INSTRUMENT NO'S. 2019-28433, 2019-28435 & 2019-28438. BEARINGS AND CENTERLINE ROAD STATIONING ARE BASED ON THAT CONTROL, RECOVERY AND RETRACEMENT SURVEY FOR DESCHUTES COUNTY ROAD DEPARTMENT, RECORDED AS COUNTY SURVEY NO. 19838 IN THE DESCHUTES COUNTY SURVEYOR'S OFFICE [REFERENCE (A)] . COORDINATES ARE BASED ON CENTRAL OREGON COORDINATE SYSTEM (COCS) VALUES. TIE=S36'36'03'E 1179.98' (A) - - S6T42'55'W 30.00' . - - - PC STA 183+34.00 - S5T36'10"E 40.00' �� -------------- --- •� BEARS S11'50'22'E 1346.68' RIGHT�OF�WAY MAP 36 3 FROM QUARTER FOUND /i STA 183+34.00, 30.00' RT CORNER 11157 I S7725'20'W' FOR THE DESCHUTES COUNTY ROAD DEPARTMENT ® N 445577.75 0.24' FROM 1/4 CORNER E 3314356.18 // CALCULATED OLD BEND-REDMOND HIGHWAY AND S.W. HELMHOLTZ WAY INTERSECTION FOUND 3-1/4 INCH DIA. ALUM CAP 00•/ POINT LOCATED IN THE SOUTHWEST ONE -QUARTER (SW 1/4) OF SECTION 31, MONUMENT PER O.C.R.R. 758 N / 11 1 // PT STA 684+07.90, N=446895.78 �� / (CALC) BEARS TOWNSHIP 15 SOUTH, RANGE 13 EAST, 1 E=3314079.88 S.W. HELMHOLTZ WAY (1927 NICHOLS � t �° / S3636'03' E 1 MARKET ROAD ALIGNMENT goo / 1179.98' FROM AND IN THE SOUTHEAST ONE -QUARTER (SE 1/4) OF SECTION 36, 1 ) < �/ QUARTER CORNER TOWNSHIP 15 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN 11 S.W. HELMHOLTZ WAY / #1157 SPUR 1 ALIGNMENT / N=445948.48 DESCHUTES COUNTY, OREGON 1 30.00' /�� ,' E=3314783.42 SEPTEMBER 2020 2002 FOUL LOMJIiIM TABLE POINT NORTHING EASTING STATION* OFFSET* DESCRIPTION 628 444259.96 3314071.77 N/A N/A FOUND 2-1/2 INCH DIA. ALUMINUM CAP MONUMENT PER O.C.R.R. 1313 1143 445926.98 3314816.97 684+08.08 39.85' LT FOUND 5/8 IN IRON ROD WITH YELLO PLASTIC CAP MARKED LS1020 BENT 0.5 N45W 1154 444920.75 3314178.64 695+99.71 40.00' LT FOUND 5/8 INCH DIA. IRON ROD WITH YELLOW PLASTIC CAP STAMPED "LS 1020" ' ' 1157 446895.78 3314079.88 N/A N/A FOUND 3-1/4 INCH DIA. ALUMINUM CAP MONUMENT PER O.C.R.R. 758 1163 444791.22 3313869.02 N/A N/A FOUND 1/2 INCH DIA. IRON ROD 1171 ** 445386.96 3314426.69 690+73.15 0.35' RT FOUND 1 INCH DIA. IRON ROD S. CANAL BLVD (OLD BEND-REDMOND REGISTERED I �N // HIGHWAY) ALIGNMENT PROFESSIONAL 187+00 / L ND SURVEYOR DESTROYED, NOT RESET OREGON DESTROYED, NOT RESET JULY 20, 2009 SCOTT C. BOLDUC I o 79288 I moo, EXPIRES: 12/31 /2021 I I RIGHT-OF-WAY DEDICATION // PT STA 187+12.55 (S.W. HELMHOLTZ WAY SPUR 1 ALIGNMENT) = TABLE NOTES: RECOVERED MONUMENT INFORMATION PER REFERENCE (A) I (PARCEL 1 PER INSTRUMENT o �o. / STA 692+77.27 (S. CANAL BLVD/OLD BEND-REDMOND HIGHWAY) * STATION AND OFFSETS LISTED ARE BASED ON THE S. CANAL (OLD BEND-REDMOND HIGHWAY) ALIGNMENT Q I NO. 2019-28433) �� 00// BEARS S08'02'S5'E 1698.07' FROM QUARTER CORNER #1157 ** NO EVIDENCE OF EXISTING MONUMENT PER CS 19838 RECOVERED DURING 7/15/20 FIELD SURVEY. / N=445214.43 E=3314317.63 PAMMEM SET MKOAM TABLE IS. CANAL BLVD (OLD BEND-REDMOND HIGHWAY) ALIGNMENT] POINT NORTHING EASTING STATION OFFSET DESCRIPTION 2000 444794.49 3314003.78 698+00.00 40.00' RT 5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED -PARAMETRIX R/W RM" 2001 444904.76 3314073.75 696+69.40 40.00' RT 5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W" 2002 445309.15 3314330.36 691+90.47 40.00' RT 5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W" 2003 444754.72 3314073.29 697+96.34 40.00' LT 5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W" 2004 444790.91 3314001.51 698+04.24 40.00' RT CALCULATED POINT ONLY, NOTHING SET, FENCE LINE AT TRUE CORNER 2005 444790.88 3314016.77 697+96.09 27.10' RT 5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMEFRIX R/W" 2006 444773.47 3314073.35 697+80.47 30.00' LT 5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W" 2007 444920.56 3314166.68 696+06.27 30.00' LT 5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W" PAR.X SST MMAENT TABLE [S.W. HELMHOLTZ WAY SPUR 1 ALIGNMENT] POINT # NORTHING EASTING STATION OFFSET DESCRIPTION 2002 445309.15 3314330.36 186+18.11 30.00' RT 5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W" .� �. DESCRIPTION .,.r - . 1 -r%j u.uu u LEGEND N 1 �O N co N o 1 Q co- TAXLOT ^�°'� J� �x°° // ,h �� P&R(ff& I CD 15 13 31 00 00301 o°� / � pQG34H400m PILAU MOO o / sec TAXLOT 15-13-31-00-00301 1 / co p co SCALE I +�� // ,�� TAXLOT z i z 50 0 25 50 100 Ila �� / 15-13-31-00-00300 0 CD OMM_ MEN � U U I I �� ,, // r0' RIGHT-OF-WAY DEDICATION (PARCELL cWn Z cU) ( FEET) 1 4b PER INSTRUMENT NO. 2019 28435) 1 INCH = 50 FEET 1 v o �`� I o / N I / TAXLOT 1 z / 15-12-36-DO-03100 1 m I 70 1 0 •00' RIGHT-OF-WAY LINE PER 1 c �� ,/ PLAT OF CHAPPARAL ESTATES PREVIOUSLY RECOVERED MONUMENT �^ I FOUND N890712-E, 0.70 FROM M I M / CALCULATED POINT (NOT RESET) �� I / 1 g I o AQ00� // S8T07'12*W 11.96'(CALC) O "3 RIGHT-OF-WAY DEDICATION (PARCELI, PER INSTRUMENT NO. 2019-28433) �O Q" �N00'10 35"E J �v 0.93' Q)0o 67 co c 10 W o 696+00 1155 // SBT07'12-W 11.26' (11154-11155] DETAIL A 2007 ,� N 1 "-2' SHEET 1 I 2001 I 1 � � � 1 ,00, 11?00' DESTROYED, NOT RESET I � 18.75' * SEE CS 19838 FOR ADDITIONAL CONTROL POINT LOCATIONS RELATED TO THIS SITE. ® ® FOUND ALUMINUM CAP MONUMENT (SEE FOUND MONUMENT TABLE ON THIS SHEET) ® FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP (SEE FOUND MONUMENT TABLE ON THIS SHEET) NC FOUND IRON ROD, NO CAP (SEE FOUND MONUMENT TABLE ON THIS SHEET) ® ® MONUMENT DESTROYED BY ROAD CONSTRUCTION (SEE CS 19838 FOR DESCRIPTION AND COORDINATES) O ® SET 5/8 INCH IRON ROD WITH 1-1/2" ALUMINUM CAP STAMPED "PARAMETRIX RMI" (SEE SET MONUMENT TABLES ON THIS SHEET) o XXX ( ) CALC OCRR PC PT CS C��Lap[�QG3LQd G`�i�LQ4C�� LOT 13 BLOCK 8 SET 5/8 INCH IRON ROD WITH 1-1/2" ALUMINUM CAP STAMPED "PARAMETRIX R/W RM" (REFERENCE MONUMENT) CALCULATED RIGHT-OF-WAY POINT - CENTERLINE ROAD RIGHT-OF-WAY (NOTHING SET) APPROXIMATE PROPERTY LINE CONTROL POINT DESTROYED BY ROAD SECTION LINE CONSTRUCTION (SEE CS 19838 FOR ADDITIONAL CONTROL POINTS DEDICATED ROAD RIGHT-OF-WAY RELATED TO THIS SITE) RECORD DATA PER CITED REFERENCE CALCULATED OREGON CORNER RESTORATION RECORD POINT OF CURVATURE POINT OF TANGENCY COUNTY SURVEY EXISTING ROAD RIGHT-OF-WAY RIGHT-OF-WAY DEDICATION PER INSTRUMENT NO. 2019-28435 RIGHT-OF-WAY DEDICATION PER INSTRUMENT NO. 2019-28433 RIGHT-OF-WAY DEDICATION PER INSTRUMENT NO. 2019-28438 NC e TAXLOT SEE DETAIL A 15-12-36-DO-03100 ON THIS SHEET ORIGINAL R/W LINE PER PLAT LOT 15 OF CHAPARRAL ESTATES �O RIGHT-OF-WAY DEDICATION ,�• (PARCEL 1 PER INSTRUMENT NO. 2019-28435) 4.23' 132.49' 15.1 S89'52'06" E 147.75'(CALC) STA 698+00.00 - BEARS S01'08'32'W 2123.14' FROM QUARTER CORNER #1157 TAXLOT N=444773.06 15-12-36-DO-04500 E=3314037.56 RIGHT-OF-WAY DEDICATION (PARCEL 1 PER INSTRUMENT NO. 2019-28438) TAXLOT 15-13-31-00-00303 Lo PREVIOUSLY RECOVERED MONUMENT L-tZ-U-UbJ 2006 FOUND SO4'59'45'W, 1.53' FROM 698+00 1160 CALCULATED POINT (NOT RESET) / 18.75'(CALC) VS372� NO'15'04"W 17.23' [12003-11160] 50 003'�� I 2003 /Jo 698+50 i) 00' �I 00 �x `Oo SE® CORNER FOUND 2-1/2 INCH DUI,. ALUM CAP 31 MONUMENT PER O.C.R.R. 1313 36 (REC = 3- DIA. ALUM CAP) N=444259.96 1 E=3314071.77 CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD DIRECTION Cl 378.55' 411.71' 5T40'55" 365.36' S06'03'23"W C2 87.57' 381.71' 13'08'38" 87.37' N25'49'31 "E C3 263.40' 381.71' 39'32'17" 258.21' N00'30'56"W C4 350.97' 381.71' 52'40'55" 338.74' N06'03'23"E SURVEY PREPARED FOR: DESCHUTES COUNTY Parametrix ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES 1SO NW PACIFIC PARK LANE, SUITE 110 1 BEND, OR 97701 P 541.508.7710 WWW.PARAMETRIX.COM PMX JOB NO. 297-2509-005 SURVEYED RJ MG BR i i b- DRAWN ONE INCH AT FULL SCALE. OKS IF NOT, SCALE ACCORDINGLY CHECKED SCALE SCB 1 " = 50' APPROVED DATE w OCTOBER 5, 2020 � �'': the � 2 0 3 3 3 �DESCHUTES COUNTY SURVEYOR FILED l 0 4 BY: