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HomeMy WebLinkAboutSurvey 20366RECORD OF SURVEY PREPARED FOR LOCATED IN THE EAST 1/2 OF SECTION 6, AND THE WEST 1/2 OF 709 NW WALL ST, SUITE 100CITY OF BEND SECTION 5, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, BEND,OR °"°' CITY OF BEND, DESCHUTES COUNTY, OREGON (PRE —CONSTRUCTION SURVEY) OCTOBER, 2020 10 �—� P301J A VE IL 1- VA:4 I it 1 !`Tal `/!\TI c� z � to ' SHEET 2 00 m p O o z 0 I N �a m cn I I I 141 o W 3 SHEET 2 I I SHEET 3 SHEET 3 I CA O� N I I O GOV SCALE: 1 = 200 FEET / ' / 200 0 40 100 200 I I SHEET 1 OF 5 SHEET INDEX SHEET 1 NARRATIVE, BASIS OF BEARINGS/HORIZONTAL DATUM NOTE SHEET 2 SW COLUMBIA ST AND SW SIMPSON AVE, CURVE TABLE SHEET 3 SW COLUMBIA ST AND SW COLORADO AVE, CURVE TABLE SHEET 4 CONTROL TABLE, SW COLUMBIA ST AND SW SIMPSON AVE MONUMENT TABLE SHEET 5 SW COLORADO AVE MONUMENT TABLE, REFERENCES BASIS OF BEARINGS /HORIZONTAL DATUM BEARING ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN). THE WEST RIGHT-OF-WAY LINE OF SW COLUMBIA ST (40.00' FROM CENTERLINE) FROM MONUMENT 141 TO 167 BEARS NORTH 00-08'46" WEST. SURVEYOR'S NARRATIVE THE PURPOSE OF THIS SURVEY WAS TO TIE EXISTING MONUMENTATION, RESOLVE THE RIGHT-OF-WAY OF PORTIONS OF SW COLUMBIA STREET, SW SIMPSON AVENUE, AND SW COLORADO AVENUE, AND TO PREPARE A PRE -CONSTRUCTION RECORD OF SURVEY AS PER ORS 209-155. THERE ARE TWO SETS OF PROJECT LIMITS FOR THIS SURVEY BEING FOR THE INTERSECTION OF SW COLUMBIA STREET AND SW SIMPSON AVENUE AS SHOWN HEREON SHEET 2, AND FOR THE INTERSECTION OF SW COLUMBIA STREET AND SW COLORADO AVENUE AS SHOWN HEREON SHEET 3. MONUMENTATION WAS TIED AND RIGHT-OF-WAY WAS RESOLVED BEYOND THE PROJECT LIMITS, TO PROVIDE A MORE ACCURATE RESOLUTION OF THE RIGHT-OF-WAY. ALL OF SW COLUMBIA STREET AND SW COLORADO AVENUE WITHIN THE PROJECT LIMITS AND THE PORTION OF SW SIMPSON AVENUE EAST OF STATION 45+26.46 WERE DEDICATED TO THE CITY OF BEND PER DEED VOLUME 325, PAGE 71, RECORDED JULY 17, 1980, DESCHUTES COUNTY DEED RECORDS. SHORTLY AFTER THE DEDICATION OF SAID TRAVEL WAYS, THE PLAT OF "SHEVLIN CENTER" (R2), BY GARY W. HICKMAN (1678 LS), WAS RECORDED ON JULY 23, 1981, PLAT CABINET C, PAGE 27, OFFICIAL RECORDS DESCHUTES COUNTY (FILED AS CS09725, DESCHUTES COUNTY SURVEYOR'S OFFICE). THIS PLAT EXCEPTED OUT THE DEDICATED SIMPSON AVENUE, COLORADO AVENUE, AND COLUMBIA STREET, AND PLATTED THE LANDS AJOINING SAID STREET AND AVENUES. THE BEARINGS, DISTANCES, AND CURVE INFORMATION PER SAID PLAT ARE HARMONIOUS WITH SAID DEDICATION DEED. THERE HAVE BEEN MANY SURVEYS AND REPLATS THROUGHOUT THE YEARS FOLLOWING THE INITIAL "SHEVLIN CENTER" PLAT THAT PERPETUATED CORNERS, RESOLVED RIGHTS -OF -WAY, DEDICATED RIGHTS -OF -WAY, ETC. SOME OF THESE SURVEYS MAINTAINED HARMONY WITH THE ORIGINAL PLAT WHILE OTHERS PERFORMED MORE LOCALIZED RESOLUTIONS. SINCE THE ORIGINAL "SHEVLIN CENTER" PLAT WAS HARMONIOUS WITH THE SAID DEDICATION DEED (SAME FIRM, CENTURY WEST ENGINEERING CORPORATION CREATED THE PLAT AND PREPARED THE EXHIBITS FOR DEDICATION DEED), THIS SURVEY HELD THE ORIGINAL RECORD PLAT DATA. THE CENTERLINES AND RIGHTS -OF -WAY OF SIMPSON AVENUE, COLORADO AVENUE, AND COLUMBIA STREET WERE DRAWN OUT PER RECORD PLAT DATA AND ROTATED TO FOUND MONUMENTATION TIED IN THE FIELD. THIS METHOD PRESERVED ORIGINAL CURVES, MAINTAINED TANGENCY, AND MAINTAINED HARMONY WITH EACH SIDE OF THE ROADS. MOST OF THE FOUND MONUMENTATION WAS HELD AND/OR AGREED WITH THIS RESOLUTION. MOST OF THE ORIGINAL PLAT MONUMENTS THAT WERE FOUND FIT THROUGHOUT THE PROJECT. SOME MONUMENTATION WAS NOT HELD, NOR AGREED WITH THIS RESOLUTION, SOME APPEAR TO HAVE BEEN DISTURBED WHILE SOME MONUMENTATION WAS LATER PERPETUATED HOLDING A DISTURBED MONUMENT. STATIONING SHOWN ON THIS SURVEY WERE CREATED FOR THIS SURVEY AND ARE NOT OF RECORD. STATIONING WAS CREATED TO REFERENCE POSITION OF FOUND AND TIED MONUMENTS. THE ORIGINAL RIGHT-OF-WAY WIDTH OF SW COLORADO AVENUE WAS 80 FEET (40 FEET FROM CENTERLINE). THE KEY MONUMENTS FOUND TO RESOLVE THE CENTERLINE AND RIGHT-OF-WAY WERE 133 ALONG THE SOUTH RIGHT-OF-WAY LINE AT PC STATION 25+21.57, 122 ALONG THE SOUTH RIGHT-OF-WAY LINE AT PT STATION 28+34.33, 109 ALONG THE ORIGINAL SOUTH RIGHT-OF-WAY LINE, 105 ALONG THE NORTH RIGHT-OF-WAY LINE AT PC STATION 32+30.05, AND 101 ALONG THE SOUTH RIGHT-OF-WAY LINE BEING THE INITIAL POINT OF "SHEVLIN CENTER BUSINESS PARK PHASE I" (R7). MONUMENT 152 WAS FOUND ALONG THE SOUTH RIGHT-OF-WAY LINE NEAR THE LOCATION OF THE PT OF THE CURVE. A 10 FOOT RIGHT-OF-WAY DEDICATION PER PLAT "MILL POINT RIVERBED P.U.D." (R22) WAS PLATTED ALONG A PORTION OF THE SOUTH RIGHT-OF-WAY LINE AS SHOWN HEREON SHEET 3. THE ORIGINAL RIGHT-OF-WAY WIDTH OF THE PLATTED !PORTION OF SW SIMPSON AVENUE WAS 80 FEET (40 FEET FROM CENTERLINE). THE KEY MONUMENTS FOUND TO RESOLVE THE CENTERLINE AND RIGHT-OF-WAY OF SW SIMPSON AVENUE WERE 156, 157, AND 175 ALONG THE SOUTH RIGHT-OF-WAY LINE, 159 ALONG THE NORTH RIGHT-OF-WAY LINE, AND 148 ALONG THE ORIGINAL NORTH RIGHT-OF-WAY LINE. RECORD DISTANCE OF 122.39 FEET FROM POINT 'A' NORTH ALONG A LINE TOWARDS CALCULATED POINT 'B' WAS HELD FOR THE ESTABLISHING THE CENTERLINE POINT AT STATION 45+26.46 AS SHOWN HEREON SHEET 2. THE PORTION OF SW SIMPSON STREET WEST OF STATION 45+26.46 WAS ORIGINALLY A 80 FOOT DEDICATED RIGHT-OF-WAY PER MAJOR LAND PARTITION NO. 80-21 (R1). THE POR11ON OF THIS AVENUE BETWEEN STATION 43+66.52 AND 45+26.46 WAS SUBJECT TO A RIGHT-OF-WAY VACATION TO THE NORTH PER CITY OF BEND ORDINANCE NO. NS-1348 (R36) AND RIGHT-OF-WAY DEDICATION TO THE SOUTH ALSO PER SAID CITY OF BEND ORDINANCE (R36) AND A LATER DEDICATION PER WARRANTY DEED INSTRUMENT NUMBER 2003-14595 (R37). THE CENTERLINE SHOWN HEREON THIS SURVEY OF SAID AVENUE FOR THIS SECTION BETWEEN STATION 43+66.52 AND 45+26.46 IS NOT THE CENTERLINE OF RIGHT-OF-WAY, THIS SMALL PORTION OF CENTERLINE IS A TRANSITION LINE TO MAINTAIN ROAD ALIGNMENT STATIONING. THIS SURVEY HELD THE RESOLUTION FOR THE NORTH RIGHT-OF-WAY PER CS12395 (R13), AS DID PARTITION PLAT NUMBER 1996-32 (R15) AND PLAT OF "WESTSIDE VILLAGE" (R16). RECORD BEARINGS AND DISTANCES WERE HELD PER SAID SURVEYS AND PLATS (R13), (R15), AND (R16) AND ROTATED TO SAID MONUMENTS 160 AND 163. RECORD DISTANCE OF 26.52 FEET WESTERLY OF MONUMENT 160 WAS HELD TO ESTABLISH THE PC OF THE CURVE AND MONUMENT 163 WAS HELD AS A POINT ON TANGENT. AN OFFSET DISTANCE OF 40 FEET SOUTHERLY WAS HELD TO ESTABLISH THE CENTERLINE FROM THE PT STATION 43+66.52 WEST. RECORD DISTANCE OF 183.45 FEET NORTHEASTERLY ALONG THE NORTH RIGHT-OF-WAY LINE WAS HELD TO ESTABLISH CALCULATED POINT 'B', BEING THE POINT PREVIOUSLY MENTIONED ABOVE. THE SOUTH RIGHT-OF-WAY WAS ESTABLISHED BY HOLDING A LINE BETWEEN MONUMENT 162 AND 164, AND AN OFFSET OF 50 FEET SOUTHERLY FROM SAID RESOLVED CENTERLINE FROM MONUMENT 164 WEST. THE ORIGINAL RIGHT-OF-WAY WIDTH OF SW COLUMBIA AVENUE WAS 80 FEET (40 FOOT FROM CENTERLINE), FOR THE PORTION NORTH OF THE INTERSECTION NTH SW COLORADO AVENUE. THE KEY MONUMENTS FOUND TO RESOLVE THE CENTERLINE AND RIGHT-OF-WAY OF THIS PORTION OF ROAD WERE 123 ALONG THE WEST RIGHT-OF-WAY LINE, 139 ALONG THE EAST RIGHT-OF-WAY LINE AT PC STATION 16+79.65, 141 ALONG THE WEST RIGHT-OF-WAY LINE AT PT STATION 19+53.97, AND 155 AND 168 ALONG THE EAST RIGHT-OF-WAY LINE. FOR THE PORTION OF SW COLUMBIA STREET SOUTH OF SW COLORADO AVENUE, RECORD DATA AND WIDTH OF 80 FEET WAS HELD PER MAJOR PARTITION MP-1-84 (R4). MONUMENTS 118 ALONG THE WEST RIGHT-OF-WAY LINE, AND 120, 116, 112, AND 114 ALONG THE EAST RIGHT-OF-WAY LINE WERE HELD. A SMALL PORTION OF SW COLUMBIA STREET (PRIVATE) WAS RESOLVED BY HOLDING RECORD CURVE DATA PER PLAT OF "MILL POINT RIVERBEND P.U.D." (R22) AND BY HOLDING FOUND PLAT MONUMENTS EAST OF MONUMENTS 116 AND 112 AS SHOWN HEREON SHEET 3. 7)t2aao REGISTERED PROFESSIONAL LAND SURVEYOR 0 / , /�&/ OREGON MARCH 8, 2016 JACOB D. POWELL DESCHUTES COUNTY SURVEYOR FILED 1111912020 BY. Dunk¢l�r� 17� �S 20 3ss RECORD OF SURVEY SHEET 2 OF 5 LOCATED IN THE EAST 1/'2 OF SECTION 6, AND THE WEST 1/2 OF t16 s SECTION 5, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, f LEGEND 0 re)po FOUND MONUMENT AS DESCRIBED IN CITY OF BEND, DESCHUTES COUNTY, OREGON � N o MONUMENT TABLE; HELD FOR AND/OR I rn Of AGREES WITH RIGHT-OF-WAY PRE -CONSTRUCTION SURVEY)o PARCEL 1 RESOLUTION co PP NO 2008-06 FOUND MONUMENT AS DESCRIBED IN "SHE12/N CENTER" I � MONUMENT TABLE; NOT HELD IN OCTOBER, 2020 LOT J,, BLOCK 1 0 RIGHT-OF-WAY RESOLUTION ,± 0 0 FOUND MONUMENT AS NOTED ON SHEET � 166 2 AND SHEET 3 OR NOTED IN tp MONUMENT TABLE SW SIMPSON AVE CENTERLINE NOTE: THE CENTERLINE BETWEEN THE PT STATION 43+66.52 AND STATION 45+26.46 IS NOT THE CENTERLINE OF RIGHT-OF-WAY. THIS PORTION OF CENTERLINE IS A TRANSITION LINE FOR THIS SURVEY TO CONNECT THE RIGHT-OF-WAY CENTERLINE PER R1 (WEST OF PT STATION 43+66.52) TO THE RIGHT-OF-WAY CENTERLINE PER R2 (EAST OF STATION 45+26.46) TO MAINTAIN AN ALIGNMENT. THIS AREA CONTAINS A RIGHT-OF-WAY VACATION PER R36 TO THE NORTH AND A RIGHT-OF-WAY DEDICATION PER R37 TO THE SOUTH. LOT 4 " '65 0E VILLAGE LOT 5 (N89'58'17"E 250.04')R34 (S89M'27"E 250.04')R16 249.96' 39+00 40+00 41+00 N89'58'36"E (EAST)R1 XARR.4NTY DEED 2005-1.57.32 161 N68'41'18"E 26.52'-----_ (N68'44'15"E 26.52')R15,R16 (N68047'37"E 26.53')R20 9 l� G 9� 0 PARCEZ 1 til PP NO. 1996-32 oi. R�6 1a3 °�51,�5 N6a.N1,19 E 1a� � 1�1� 13 A5k26 ko �@ 16 R3� 160 R20FZ1E5 i NN6a'ti5 �� 177 , R13 R15, kkk `I 9 9 1B 0� 4 L'11 C2�R1112�� k6652 69.p0�6. 0�',�Z�R31 � 61 3k� 1 W10 ES 110 N N 42+00 _ �r A�k6 SEE P 9.2632 N o - 1- CL'� t`,19� 18�R1 SN�E� A 164 N613 �"Eco <N6g�1 �2AR31 � .22332 31 131 g1 � G3 2321R2AR POINT 'A' w PARCEL 1 PP NO 1996-18 (L=184.63;)R14 (L=184.65 )R2 C5 L=184.65' 14A 47+00 4-L=162.92' (L=162.92')R2 a9 °�15��R2 POINT 'A' TO CENTERLINE STA 45+26.46 N00'08'17"W 122.39' (NO0003'47"W 122.39')R2 CURVE TABLE CURVE RADIUS CENTRAL ANGLE LENGTH CHORD Cl 342.00' 32'47'56" 195.78' N73734'38"E 193.12' R1 (342.00') (32'47'56") (195.78') (193.12') C2 302.06 32047'56" 172.88' N73'34'38"E 170.53' R1 (302.00') (32'47'56") (172.88) (170.53') R13 (302.00') (32'47'56") (172.88') (N73'38'48"E 170.53) R15,R16 (302.00') (32'47'56") (172.88') (N73'37'36"E 170.53') R20 (302.00') (32'47'56") (172.88') (N73'34'51"E 170.53') R34 (302.00') (32'4756") (172.88') (N73'37'19"E 170.53') C3 392.00' 32'38'27" 223.32' N73'39'23"E 220.31' R24,R37 (392.00') (32'38'29") (223.32') (N73'39'35"E 220.31') C4 300.00' 31'06'58" 162.92' N8354'21"E 160.93' R2 (300.00') (31'06'58") (162.92') (N83'58'37"E 160.93') C5 340.00' 31'06'58" 184.65' N83'54'21 "E 182.39' R2 (340.00') (31'06'58") (184.65') (N83'58'37"E 182.39') R14 (340.00') (31'06'48") (184.63') (N84'09'00"E 182.37') C6 260.00' 31'06'58" 141.20' N83'54'21 "E 139.47' R2 (260.00') (31'06'58") (141.20') (N83'58'37"E 139.47') R14 (260.00') (31'06'48') (141.19') (N84'09'00"E 139.46') C7 55.00' 24'48'40" 23.82' S68'07'50"E 23.63' FOUND 3/4 IP, CALLED NE 1/161H CORNER BY SOME SURROUNDING SURVEYS WHILE SOME GIVE FALLING FROM TRUE 1/16TH CORNER POSITION, MONUMENT WAS STILL HELD LOCALLY FOR PLAT AND PROPERTY LINES, MONUMENT ALSO HELD BY THIS SURVEY AND RECORD DISTANCE TO ESTABLISH ROW. .\55)?a -162 110r� M � Cr NN M ^oi 0r M LO 04 r- ^ v M C6 L=141.20' (L=141.20)R2 (L=141.19')R14 " VLIN CENTER " ��� 1, BLtxK 167 ld --�� 17- - - - - - - - A SE 3 SW SHEVLIN HIXON DR "A Co I co 165 1 CO m o+ - o o 100 MO z � - co fP IRO 0- 15 IR IRO CN (If-�- ^ ,�, W/RPC WI PARG'Z 1 = ° � W YPC WI PP NO 1998-55 co o PP NO. PA IN + oO a' PARCEL 2 CS DE o N I � N PP NO 2008--06 ROW RIG PARCEL 2 ao ORDC OF PP N0. 1998-56 N 40' 40' �' DCSO DE o, (L=95.67')R14,R19 I (L=95.62')R2 `%4 ORIGINAL CURVE BETWEEN co ^� C8 L=95.62' oo MONUMENT 155 AND 148 (S80'39' w 00 C10 L=77.17' a 108,78)R14.R17 N I ` I (L=77.17')R2,R11 008.771 R2 .R19 108.77 155 159 C9 L=43.48' , �0�� 11- 49 (L=43.48 )R28,R30,R31 pp Popp 48+00 I \ 49+00 o 8S 0- N 50+00 148 S8032'10"E 47 4Q (S8077 54 E 221: 21 - _. I _ _+` 51+00 ` 0.26 (S80�7#54"E 470.3 3 158 21')R2 1 _1 52+00 b -� .�)R30,R31 CIO PARCEL .3 94 W S' �� 53+00 151 PP NO 2008-06 (14Q94')R2 157 Ln /Y/ps' + ��!- A VE 12 - _ 54+00 1 � 7 !156 I o N 1--f - C7 L=23.82 � o I A 55+ 150 (L=23.82 )R2 + + 'moo S80 -- 00 N89'40b6"E 23.91' �' �, E (580� ' 4 E "�-_ _ 13 (N89'44'22"E 23.91')R2 C11 L=95.62' 406.47' (406.53,)R2 �R2,R9,R28 -� 0 + 146 (L=95.62')R2 (406.51')R9 175 56+00 - 1 _ 176 (L=95.63')R9 DES DES 3 3 POINT 'A' TO CALCULATED POINT 'B' 154 0- N NOOb8'17"W 165.38' o p (N00'03'47"W 165.39')R2 o � 10- 1 c) c)(N00'04'29"W 165.39')R13 �'T LOT 9 W o (N00'03'57"W 165.38')R14 LO z (N00'07'15"W 165.39')R36 147 3 CURVE TABLE R2 (55.00') (24'48'40") (23.82') (S68'03'34'E 23.63') C8 55.00' 99'3636" 95.62' N49'39'32"E 84.02' R2 (55.00') (99'36'36") (95.62') (N49'43'48"E 84.02') R14 (55.00') (99'39'46") (95.67') (N49'45'07"E 84.06') R19 (55.00') (99'39'47") (95.67') (N49'45'07"E 84.06') C9 55.00' 451736" 43.48' N2247'34"W 42.36' R28,R30,R31 (55.00') (4517'36") (43.48') (N22'43'18"W 42.36') C10 55.00' 80'23'24" 77.17' N40'20'28"W 70.99' R2,R11 (55.00') (80'23'24") (77.17') (N4016'12"W 70.99') C11 55.00' 99'36'36" 95.62' N4939'32"E 84.02' R2 (55.00') (99'36'36") (95.62') (N49'43'48"E 84.02') R9 (55.00') (99'37'01") (95.63) (N49'43'35"E 84.03') APPROXIMATE PROJECT LIMITS FOR INTERSECTION OF SW SIMPSON AVENUE AND SW COLUMBIA STREET: SW SIMPSON AVENUE - STATION 44+00 - 55+25 SW COLUMBIA STREET - STATION 23+25 30+75 DESCHUTES COUNTY SURVEYOR FILED It ZIq L).020, BY: Dur'�1�_ Q 171 NTER� I CE R� CD t m "SNE�ASE ISO " EV1.IN CE TE" I = PIS SN SE r4 pNA VEND TECH PARK J CONDOM/N/UMS" t U LOT 2 T 8 I LO o o � N + cc N 9 I 145 00 co A rn Ki N I cv Ln 0 3 �� o u cn N M T N o co LOT 3 I co z LOT 7 N 144 C> C) a; 140 N o I + -3 N co :r- co Q STATUTORY + z WARRANTY DEED 2012-010.36.E 40' 40' o I LOT LOT 6 SCALE: 1 "=100 FEET N L• 19+53.97 kt 141 HELD FOR PT 143 l II I g 8- 142 "COLUMB/A Wfff SU/TES CONDOM/N/UMS" SEE SHEET 3 LOT 11 100 0 20 50 100 T 5/8" IRON ROD W/RPC INSCRIBED KS ENGR. CONTROL" NTROL NUMBER NUMENT NUMBER N PIPE N ROD TH A RED PLASTIC CAP lli A YELLOW PLASTIC CAP RT11ION PLAT NUMBER COUNTY SURVEY NUMBER HT -OF -WAY ICIAL RECORDS OF DESCHUTES COUNTY COUNTY SURVEYOR'S OFFICE // /7%oZ0 REGISTERED PROFESSIONAL LAND SURVEYOR •�I�i OREGON MARCH 8, 2016 JACOB D. POWELL 90744PLS RENEWS:12/31/20 W cm w c" c" 1036 RECORD OF SURVEY LOCATED IN THE EAST 1/2 OF SECTION 6, AND SECTION 5, TOWNSHIP 18 SOUTH, RANGE 12 EAST, CITY OF BEND, DESCHUTES COUNTY, (PRF-CONURtirl nN suevFv) THE WEST 1/2 OF AM ETTMERIDIAN,LEGEND WI LL E OREGON Q FOUND MONUMENT AS DESCRIBED IN MONUMENT TABLE; HELD FOR AND/OR AGREES WITH RIGHT-OF-WAY RESOLUTION 152 ❑ FOUND MONUMENT AS DESCRIBED IN MONUMENT TABLE; NOT HELD IN OCTOBER, 2020 RIGHT-OF-WAY RESOLUTION oo SEE SHEET 2 d FOUND MONUMENT AS NOTED ON SHEET 2 AND SHEET 3 OR NOTED IN MONUMENT TABLE o I LOT 4 Ear 6.7 I SET / " IRON ROD 5/ 8W RPC INSCRIBED N "AKS ENGR. CONTROL' 0 PT. 19+53.97 1 CONTROL NUMBER 141 ` 100 MONUMENT NUMBER HELD FOR PT IP IRON PIPE 8- IR IRON ROD 0 or 11 CEN7R, W/RPC WITH A RED PLASTIC CAP 143 , 142 •SNEwiN THREE W/YPC WITH A YELLOW PLASTIC CAP CD VOLUME/A WEIY SU/TES PHASE PP NO. PARTITION PLAT NUMBER CONDOMINIUMS" \ CS DESCHUTES COUNTY SURVEY NUMBER 49.65' (49.65')RZ (N52'30'04"W 49.68')R9 ROW RIGHT-OF-WAY • ' " • ' " ' ORDC OFFICIAL RECORDS OF DESCHUTES COUNTY (N52 30 03 W 49.68 )R17 (N52 2915 W 49.68 )R39 STATUTORY Xo �� o, x1 / DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE SREC/AL �� N37'27'46"E 5.00' (N37'32'01'E 5.00')R2 (N37'29'56'E 4.96')R9 0 WARRANTYDEED top (N37'29'57'E 4.96')R17 (N40'29'32'E 4.99')R39 0 �- 2017-0205JO 60.00' (60.00')R2 " p0 � (N52'32'31'W 60.01')R9,R17 14S/ON PLAZA CONDOM/N/UMS �jXO � (N52'36'22'W 60.01')R29 " 1 _ (49.65')R2 49.65' o N ��• (N52'28'59'W 49.65')R35 138 \� s?`� ,0 170 N37'27'46"E 5.00' (N37'32'01'E 5�00')R2� 7 ? ly 1 g 5.00 R9 (N37'29 57 E 5.00 )R17 _ - o „ \ * 53s �07*29'56E N37'26'06'E 5.00'09 �� N37'27 46 E 5.00 � r6 �` �s?j�� `� (N37 31 01 E 5.00 )R 35.62' (35.62')R2 0137 136 XOO ` 2 N52'30'04'W 35.08' R9 _ (60.0')R2 60.00' �02030'03'W 35.08'�R17 _ _ (N52'28'59'W 60.00')R35 (N52'33'54'W 35.08')R29 -" - \(N37-32'01'E 5.00')R2 N37'27'46"E 5.00' SW EMKAY DR \ oo (N37'31'01'E 5.00')R35 (N38'30'50'E 5.00')R33'S� (35.62')R2 35.62' `' 3 9 (N52'47'14'W 35.38�)R33 Q'�' PARC L 6" �� 124 O (N52'24 29 W 35.40 )R35 P NO. boo g �� \ SOT 1, o Q P s RY \ STA p N AN0 SPEC/AL 0 SEA 1 ,29 y�`�a�P � 5� BASa E p15�`�' 1'Or 16 W 2011N05198� ' O PAR. 2616 / 2014 P NO ' ko 15 °° / J_ P o I-ar �� c�1 10100 07fR, 103 "SHESTHREE02 (N50'41'12"W 1000')R22 PHA ORY x STA DEED � � 8 126 WARRA,0153 Z015 R25 104 (L=86.34 )R9,R23, X W N O L' (L=86.39 )R2 5 o .5�k� /G0'S �00�;1 3-1/2" DESCHUTES oIN-r C14 L=86.39' R23,R2 v o z X �-�' COUNTY ALUMINUM / ,COLOR BOCK o �� 125 1349 , R2 Op 100 CAP. COCS CONTROL T 1, .5833E , �3505i 0 3�k ,�b� POINT 1, GIS 0013 �O 123 o o i 13505� �` �� �����l��,ti 5 C15 L=86.39 0 32k C,`LSOT / (L=86.39')R2,R3,R5 2 �. 0 107 106 R3,R5 3�k�/��• � 110 E1/4 CORNER SECTION 6 10 6� 10+00 R2�R�`'�1 / , I �23� D5> / / 108 c�0�� FOUND 2" ALUMINUM CAP PER CS03743 STAMPED AS 30+00 _ 1�,5a31 E / op P�O`L SHOWN, A 22n DIAMETER PINE BEARS S10'E 56.8 6- 29k00 �� i �N 109 O• �G `L (8 PINE 57.08 PER CS03743) X�"E �6561R4,R5,R�p _ ,�� E 16680�R22 �p�`'Q��� �E POINT.D•� / STATUTORY ,LakO� _ N3..� .1 ' 6� �Et2, 119 �N13�4 MI Ep P, U � /r a3� o C16 L=52.70' RI�RB / GOVN T Y pG WARRANTY DEED N L=52.69 R22 6 2014-035781 129 z0 121 a ( ) LOT T18S R12E ILI �� �p 6� , R4, 120 C17 L=86.39 <v 6 p, 118 0 �y1ti1R�� �► a ,� `�0.6� (L=86.39 )R4 G x G�1��61 R�D'R21 3 0 PRIOR CURVE PER R4, f ��V�I �p s5 O BETWEEN 120 AND 109 GG�O 1 /4 �� 2 Z r F PP LS1031 0 134 135 C20 L=36.68' .Si°EC/AL (L=36.68')R27 0 3 116 3 - C19 L=13.00' (�=126 26 )R22 .01 11 0o WARRANTY DEED � s, C x (L=13.01 )R27,R38 VO 14 N Z$ L=126.26 N h 2011-029592 STATE OF 130 `ti o i : OREGDN , .y �s C18 L=36;70 �, s, T 3 ,oF�F (L=36.68 )R27,R38 -� 45� c, _ LO r. ti� ?sx o'P C21 L=86.39' �? °o . e`1-*F1`� s C' (L=86.39')R4,R10 , 0 112 N60'50'40"E 3.00' 131 �°c" ���1�PRIOR CURVE PER R4, N Q C26 L=124. (N50'51'35"E 3.00')R22 ���1, SPEC/AL BETWEEN 118 AND 121 V \ (L=124.96 )R22 WARRANTY DEED 7J 49.11' �hx'S`L� 2011-029592 114 *� 178 (Nl6'04'49"W 132 C27 L=34.75'-�. PARC 19g . � (L=34.74')R4,R10 117 PP NO. (L=35.45')R8 .NJ T�� 49.14')R22 p� , � F, •y9 •lN6p ��,c�9 LOT 1 �60 SCALE: 1 "=100 FEET 100 0 20 50 100 SHEET 3 OF 5 CURVE TABLE CURVE RADIUS CENTRAL ANGLE LENGTH CHORD C12 300.00' 52'23'28" 274.32' N26'20'30"W 264.86' R2 (300.00') (52'23'28") (274.32') (N2616'14"W 264.86') C13 500.00' 36'26'30" 318.01' N3418'59"W 312.68' R2,R5 (500.00') (36'26'30") (318.01') (N3414'44"W 312.68') C14 55.00' 90*00,00" 86.39' N61'05'44"W 77.78' R2 (55.00') (90-00-00") (86.39') (N61'01'29"W 77.78') R9,R23,R25 (55.00') (89'56'52") (86.34') (N61'03'01"W 77.75') C15 55.00' 90,00,00" 86.39' N285416"E 77.78' R2,R3,R5 (55.00') (90'00'00") (86.39') (N28'58'31 "E 77.78') C16 55.00' 54754'12" 52.70' N11'21'21 "E 50.71' R22 (55.00') (54-53'15") (52.69') (N11'21'49"E 50.69') C17 55.00' 90100'00" 86.39' N28054'160E 77.78' R4 (55.00') (90-00-00") (86.39') (N28'58'31"E 77.78') C18 55.00' 3813'50" 36.70' N3512'39"W 36.02' R27,R38 (55.00') (3812'50") (36.68') (N35'07'54"W 36.01') C19 80.00' 918'29" 13.00, N61'06'14"W 12.98' R27 (80.00') (919,09") (13.01') (N61'01'28"W 13.00') R38 (80.00') (919'09") (13.01') (N61'01'29"W 13.00') C20 55.00' 3812'50" 36.68' N86'59'20"W 36.01' R27 (55.00') (38'12'51") (36.68') (N86'55'03"W 36.01') C21 55.00' 90,00,00" 86.39' N61'05'44"W 77.78' R4,R10 (55.00') (90'00'00") (86.39') (N61'01'29"W 77.78') C22 572.96' 3116'34" 312.76' N581559"E 308.89' R2,R4,R5 (572.96') (3116'34') (312.76') (N58'20'14"E 308.89') C23 681.41' 91'32'32" 1088.70' N28'08'00"E 976.54' R2 (681.41') (91'32'32") (1088.70') (N2812'15"E 976.54') R7 (681.41') (91'32'32") (1088.69') (N2812'15"E 976.54') C24 731.41' 34'35'02" 441.48' N56036'440E 434.81' R22 (731.41') (34-34-26") (441.35') (N56'37'01"E 434.69') C25 95.00' 76'09'05" 126.26' S81'0448"E 117.17' R22 (95.00') (76'09'03") (126.26') (S81'03'54"E 117.17') C26 155.00' 4611'25" 124.96' N8356'22"E 121.60' R22 (155.00') (4611'25") (124.96') (N83-57'17"E 121.60') C27 310.10' 62513" 34.75' N12'53'08"W 34.73' R4 (310.10') (6'25'19") (34.74') (N12'48'52"W 34.72') R8 (310.10') (6'33'02') (35.45') (N12'47'53"W 35.43') R10 (310.10') (6'25'06") (34.74') (N12-48-56"W 34.72') APPROXIMATE PROJECT LIMITS FOR INTERSECTION OF SW COLORADO AVENUE AND SW COLUMBIA STREET: SW COLORADO AVENUE - STATION 25+50 - 34+00 SW COLUMBIA STREET - STATION 7+50 - 14+50 F HUTES COUNTY SUR1iEYOF�D �� �4 � BY:�VnblL& REGISTERED PROFESSIONAL LAND SURVEYOR fz'o-��P- palvl4e FMJACOB REGON CH 8, 2016 D. POWELL 90744PLS RENEWS:12/31/20 go 20366 RECORD OF SURVEY LOCATED IN THE EAST 1/2 OF SECTION 6, AND THE WEST SECTION 5, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE CITY OF BEND, DESCHUTES COUNTY, OREGON (PRE -CONSTRUCTION SURVEY) OCTOBER, 2020 1/2 of MERIDIAN, CONTROL TABLE CONTROL POINT NORTHING EASTING ALIGNMENT STATION OFFSET REMARKS 1 380997.527 3289537.835 COLORADO 37+26.33 30.41 LEFT 2 380698.594 3289069.129 COLORADO 3+30.15 38.30 LEFT 3 380433.104 3289348.113 NA NA NA 4 380366.340 3288990.819 COLUMBIA 7+40.78 37.21 LEFT 5 380932.779 3288880.178 COLUMBIA 13+11.89 23.05 RIGHT 6 380606.597 3288720.755 COLORADO 27+74.97 49.83 LEFT 7 381134.421 3288616.242 COLUMBIA 16+41.39 28.37 LEFT 8 381374.763 3288511.886 COLUMBIA 19+07.37 22.84 RIGHT 9 381724.909 3288463.696 COLUMBIA 22+61.36 21.12 LEFT 10 381963.85 3288508.242 COLUMBIA 25+00.19 24.03 RIGHT 11 382176.12 3288425.369 COLUMBIA 27+12.67 58.30 LEFT DISTURBED/DESTROYED 11 SAME SAME SIMPSON 49+36.73 24.50 LEFT SAME 12 382079.032 3288732.286 SIMPSON 52+55.43 20.80 RIGHT DISTURBED/DESTROYED 13 382074.106 3289059.953 SIMPSON 55+79.45 28.21 LEFT 14 382194.049 3288141.527 SIMPSON 46+58.75 20.86 LEFT 15 382438.271 3288463.862 COLORADO 29+74.72 19.13 LEFT 16 382529.819 3288717.752 NA NA NA 17 382512.904 3289009.824 NA NA NA {"Z)UMt UUNIKUL MUNUMtNIJ MAY HAVt bLtN SUddl:UI IU UIJIUKbAN(;t JINUL bLINU tJIAbLIZ)HtU IN IHL hItLU hKUM JUUK(;tJ NUI LIMIItU TO UTILITY WORK, LANDSCAPING, ETC. SW SIMPSON AVENUE MONUMENT TABLE MONUMENT STATION OFFSET DESCRIPTION REMARKS 146 50+58.21 104.18 RIGHT PK NAIL UNKNOWN ORIGIN AGREES WITH EAST ROW COLUMBIA 148 50+80.27 40.00 LEFT 5/8" IR W/YPC "C.W.E.C." PER R2 HELD FOR ORIGINAL NORTH ROW 149 50+48.64 50.00 LEFT 5/8" IR W/YPC "W&H PACIFIC" PER R28 HELD FOR CURRENT NORTH ROW 150 55+78.91 39.76 LEFT 5/8" IR PER R11 NOT HELD, BENT TIED POE 151 55+18.91 50.00 LEFT 5/8" IR W/YPC "W&H PACIFIC" PER R31 HELD, NORTH ROW 154 55+78.91 45.00 RIGHT 5/8" IR W/YPC "C.W.E.C." PER R2 HELD, SOUTH ROW, BENT TIED POE 155 50+26.04 85.82 LEFT 5/8" IR W/YPC "C.W.E.C." PER R2 HELD FOR COLUMBIA EAST ROW 156 49+42.81 45.08 RIGHT 5/8" IR W/YPC "C.W.E.C." PER R2 HELD, SOUTH ROW 157 49+19.85 40.00 RIGHT 5/8" IR W/YPC "C.W.E.C." PER R2 HELD, SOUTH ROW 158 47+78.44 40.33 RIGHT 5/8" IR W/YPC "C.W.E.C." PER R2 NOT HELD 159 48+87.56 40.00 LEFT 5/8" IR PER R2 HELD, NORTH ROW 160 43+84.83 39.30 LEFT 5/8" IR W/YPC "HWA" PER R15 HELD, NORTH ROW 161 41+70.84 49.62 RIGHT 5/8" IR W/DAMAGED YPC PER R24 NOT HELD 162 45+07.35 50.15 RIGHT 5/8" IR W/YPC PER R24 HELD, SOUTH ROW 163 39+20.78 40.00 LEFT 5/8" IR W/YPC "HWA" PER R16 HELD, NORTH ROW, BENT TIED POE **164 SEE BELOW 43+65.57 50.00 RIGHT 5/8" IR W/YPC "HWA" PER R24 HELD, SOUTH ROW PT ONLY, STATIONING ON CURVE **164 SEE BELOW 43+75.71 49.16 RIGHT SAME MONUMENT AS ABOVE STATIONING ON TANGENT 173 55+79.05 44.85 LEFT 5/8" IR PER R11 BENT TIED POE 174 55+18.91 45.00 LEFT 5/8" IR PER R11 HELD, ORIGINAL NORTH ROW, BENT TIED POE 175 55+18.91 40.00 RIGHT 5/8" IR W/YPC "C.W.E.C." PER R2 HELD, SOUTH ROW, BENT TIED POE 176 55+78.91 40.00 RIGHT 5/8" IR W/YPC "C.W.E.C." PER R2 HELD, SOUTH ROW, BENT TIED POE 177 46+15.57 39.76 RIGHT 5/8" IR W/YPC "C.W.E.C." PER R2 NOT HELD **DUE TO THE GEOMETRY OF THE ALIGNMENT, TRANSITION AREA CENTERLINE NOT TANGENT TO THE CURVE AT THE PT, AND LOCATION OF 164, THIS ALLOWS FOR 2 POSSIBLE STATIONS AND OFFSETS. A LINE ON EACH SIDE OF THE PT FROM THE MONUMENT CAN INTERSECT THE CENTERLINE PERPENDICULARLY. SW COLUMBIA STREET MONUMENT TABLE MONUMENT STATION OFFSET DESCRIPTION REMARKS 112 6+98.19 40.00 RIGHT 5/8" IR W/DAMAGED YPC PER R22 HELD, EAST ROW, AND FOR SOUTH ROW SW COLUMBIA ST (PVT) 114 6+49.08 40.00 RIGHT 5/8" IR W/YPC "HWA" PER R22 HELD, SOUTHEAST CORNER ROW 116 7+85.00 40.00 RIGHT 5/8" IR W/YPC "HWA" PER R22 HELD, EAST ROW, AND FOR NORTH ROW SW COLUMBIA ST (PVT) 117 6+30.02 41.78 LEFT 5/8" IR W/YPC "HWA" PER R22 HELD FOR SOUTH LINE BUT NOT WEST ROW, BEARS N60'47'21"E 0.17' 118 9+05.00 40.00 LEFT 5/8" IR PER R4 HELD, WEST ROW, BENT TIED POE 119 9+50.00 63.38 RIGHT 5/8" IR W/YPC "HWA" PER R22 HELD FOR CURRENT SOUTH ROW COLORADO 120 9+05.00 40.00 RIGHT 5/8" IR W/YPC "HWA" PER R22 HELD, EAST ROW 123 10+95.00 40.00 LEFT 5/8" IR W/YPC "C.W.E.C" PER R2 AGREES WITH WEST ROW AND STA110NING 124 13+82.30 40.00 RIGHT 5/8" IR PER R17 HELD, EAST ROW, BENT TIED POE 125 10+94.84 40.00 RIGHT 5/8" IR PER R2 NOT HELD, AGREES WITH EAST ROW BUT NOT STATIONING 126 11+87.98 40.00 RIGHT 5/8" IR W/YPC "W&H PACIFIC" PER R25 HELD, EAST ROW 136 16+29.90 39.88 LEFT 5/8" IR W/YPC "NEARY PLS 2384" PER R35 NOT HELD 137 16+29.86 44.81 LEFT 5/8" IR W/YPC "NEARY PLS 2384" PER R35 NOT HELD 138 16+79.47 39.86 LEFT 5/8" IR PER R2 NOT HELD, BENT TIED POE 139 16+79.65 40.00 RIGHT 5/8" IR PER R2 HELD, EAST ROW AND PC OF ALIGNMENT, BENT TIED POE 140 21+15.13 40.00 RIGHT 5/8" IR W/YPC "W&H PACIFIC" PER R9 HELD, EAST ROW 141 19+53.97 40.00 LEFT 5/8" IR PER R2 HELD, WEST ROW AND PT OF ALIGNMENT 142 18+68.19 40.16 RIGHT 5/8" IR W/YPC "W&H PACIFIC" PER R9 NOT HELD 143 18+72.94 40.00 LEFT 5/8" IR W/ILLEGIBLE YPC PER R35 HELD, WEST ROW 144 21+23.36 40.00 LEFT 5/8" IR PER R2 HELD, WEST ROW, BENT TIED POE 145 22+69.98 40.00 RIGHT 5/8" IR W/YPC "W&H PACIFIC" PER R9 HELD, EAST ROW 146 25+65.52 40.00 RIGHT PK NAIL UNKNOWN ORIGIN AGREES WITH EAST ROW 147 24+43.25 40.00 LEFT 5/8" IR PER R2 HELD, WEST ROW 148 27+03.99 85.82 RIGHT 5/8" IR W/YPC "C.W.E.C." PER R2 HELD FOR ORIGINAL NORTH ROW SIMPSON 149 27+19.13 56.31 RIGHT 5/8" IR W/YPC "W&H PACIFIC" PER R28 HELD FOR CURRENT NORTH ROW SIMPSON 155 27+58.22 40.00 RIGHT 5/8" IR W/YPC "C.W.E.C." PER R2 HELD, EAST ROW 156 26+43.06 63.91 LEFT 5/8" IR W/YPC "C.W.E.C." PER R2 HELD FOR SOUTH ROW SIMPSON 157 26+51.91 85.82 LEFT 5/8" IR W/YPC "C.W.E.C." PER R2 HELD FOR SOUTH ROW SIMPSON 159 27+36.16 104.18 LEFT 5/8" IR PER R2 HELD FOR NORTH ROW SIMPSON 165 30+12.18 40.00 RIGHT 5/8" IR W/YPC "WHPACIFIC" PER R31 HELD, EAST ROW 166 30+72.18 40.00 RIGHT 5/8" IR W/YPC "WHPACIFIC" PER R31 HELD, EAST ROW 167 30+38.43 40.00 LEFT 5/8" IR W/YPC "W&H PACIFIC" PER R14 HELD, WEST ROW 168 32+37.04 40.00 RIGHT 5/8" IR W/YPC "W&H PACIFIC" PER R28 HELD, EAST ROW 169 15+70.00 40.19 RIGHT 5/8" IR PER R29 NOT HELD, AGREES WITH STATIONING BUT NOT EAST ROW, BENT TIED POE 170 15+70.00 45.00 RIGHT 5/8" IR W/YPC "HWA" PER R29 HELD, EAST ROW 171 24+29.67 40.17 RIGHT 5/8" IR PER R26 NOT HELD, UNDER SIDEWALK 178 6+64.78 39.83 LEFT 5/8" IR PER R4 NOT HELD, BENT TIED SPIN HOLE // / ZZ20 REGISTERED PROFESSIONAL LAND SURVEYOR r!Jp� OREGON M',A0.RCH 8, 2016 D. POWELL 90744PLS SHEET 4 OF 5 EILEN CHUTES COUNTY SURVEYOR D /! /9 2020 6Y: Ovnktl N 0 C" 4" � 20366 REFERENCES ( )R1 RECORD INFORMATION PER MAJOR PARTITION MJP-80-21, BY JAN M. WICK (1539 LS), RECORDED MAY, 21, 1980, PARTITION PLAT CABINET 1, PAGE 152, ORDC, AND FILED AS CS03748, DCSO. ( )R2 RECORD INFORMATION PER PLAT OF "SHEVLIN CENTER", BY GARY W. HICKMAN (1678 LS), RECORDED JULY 23, 1981, PLAT CABINET C, PAGE 27, ORDC, AND FILED AS CS09725, DCSO. ( )R3 RECORD INFORMATION PER MINOR PARTITION MP-7-82, BY GARY W. HICKMAN (1678 LS), FILED MARCH 18, 1983 AS CS03750, DCSO. ( )R4 RECORD INFORMATION PER MAJOR PARTITION MP-1-84, BY GARY W. HICKMAN (1678 LS), RECORDED JULY 19, 1984, PARTITION PLAT CABINET 1, PAGE 193, ORDC, AND FILED AS CS03720, DCSO. ( )R5 RECORD INFORMATION PER PLAT OF-COLORADO POINT", BY GARY W. HICKMAN (1678 LS), RECORDED DECEMBER 18, 1985, PLAT CABINET 1, PAGE 172, ORDC, AND FILED AS CS06464, DCSO. ( )R6 RECORD INFORMATION PER CS06465, BY JAMES R. TYE (1104 LS), FILED APRIL 19, 1988, DCSO. ( )R7 RECORD INFORMATION PER PLAT OF "SHEVLIN CENTER BUSINESS PARK PHASE I", BY MICHAEL L TOMPKINS (2033 LS), RECORDED APRIL, 19, 1989, PLAT CABINET C, PAGE 307, ORDC, AND FILED AS CS09726, DCSO. ( )R8 RECORD INFORMATION PER MAJOR PARTITION NO. 1992-48 (MJP-3-90), BY LYNN J. BRUNO (2335 LS), RECORDED SEPTEMBER 24, 1992, PARTITION PLAT CABINET 1, PAGE 232, ORDC, AND FILED AS CS11253, DCSO. ( )R9 RECORD INFORMATION PER PLAT OF "SHEVLIN CENTER, PHASE TWO", BY LYNN J. BRUNO (2335 LS), RECORDED SEPTEMBER 30, 1993, PLAT CABINET D, PAGE 15, ORDC, AND FILED AS CS11643, DCSO. ( )R10 RECORD INFORMATION PER PARTITION PLAT 1994-47 (MP-2-94), BY JAMES R. TYE (1104 LS), RECORDED DECEMBER 12, 1994, PARTITION PLAT CABINET 1, PAGE 393, ORDC, AND FILED AS CS12037, DCSO. ( )R11 RECORD INFORMATION PER PARTITION PLAT 1994-49 (MP-6-94), BY BRIAN W. REEVES (2677 LS), RECORDED DECEMBER 22, 1994, PARTITION PLAT CABINET 1, PAGE 396, ORDC, AND FILED AS CS12038, DCSO. ( )R12 RECORD INFORMATION PER CS12204, BY LYNN J. BRUNO (2335 LS), FILED MAY 30, 1995, DCSO. ( )R13 RECORD INFORMATION PER CS12395, BY JERRY C. POWELL (1919 LS), FILED NOVEMBER 28, 1995, DCSO. ( )R14 RECORD INFORMATION PER PARTITION PLAT 1996-16 (MP-1-95), BY BRIAN W. REEVES (2677 LS), RECORDED APRIL 19, 1996, PARTITION PLAT CABINET 1, PAGE 489, ORDC, AND FILED AS CS12558, DCSO. ( )R15 RECORD INFORMATION PER PARTITION PLAT 1996-32 (MP-96-81), BY DAVID R. WILLIAMS (2686 LS), RECORDED JULY 11, 1996, PARTITION PLAT CABINET 1, PAGE 516, ORDC, AND FILED AS CS12643, DCSO. ( )R16 RECORD INFORMATION PER PLAT OF "WESTSIDE VILLAGE", BY DAVID R. WILLIAMS (2686 LS), RECORDED MAY 5, 1997, PLAT CABINET D, PAGE 375, ORDC, AND FILED AS CS12924, DCSO. ( )R17 RECORD INFORMATION PER PLAT OF "SHEVLIN CENTER, PHASE THREE", BY BRIAN W. REEVES (2677 LS), RECORDED JUNE 30, 1997, PLAT CABINET D, PAGE 419, ORDC, AND FILED AS CS12991, DCSO. ( )R18 THIS RECORD HAS BEEN OMITTED FROM SURVEY. ( )R19 RECORD INFORMATION PER PARTITION PLAT 1998-56 (MP-98-98), BY KENNETH A. FISHER (2802 LS), RECORDED NOVEMBER 6, 1998, PARTITION PLAT CABINET 1, PAGE 709, ORDC, AND FILED AS CS13448, DCSO. ( )R20 RECORD INFORMATION PER CS13525, BY JERRY D. STICHLER (2527 LS), FILED FEBRUARY 8, 1999, DCSO. ( )R21 THIS RECORD HAS BEEN OMITTED FROM SURVEY. ( )R22 RECORD INFORMATION PER PLAT OF "MILL POINT RIVERBEND P.U.D.", BY DAVID R. WILLIAMS (2686 LS), RECORDED DECEMBER 11, 2002, PLAT CABINET F, PAGE 322, ORDC, AND FILED AS CS15193, DCSO. ( )R23 RECORD INFORMATION PER CS15925, BY BRIAN W. REEVES (2677 LS), FILED JUNE 22, 2004, DCSO. ( )R24 RECORD INFORMATION PER CS16059, BY DAVID R. WILLIAMS (2686 LS), FILED SEPTEMBER 16, 2004, DCSO. ( )R25 RECORD INFORMATION PER CS16836, BY DANIEL E. WOBBE (2825 LS), FILED MARCH 29, 2006, DCSO. ( )R26 RECORD INFORMATION PER CS16884, BY MICHAEL W. TYE (1046 LS), FILED MAY 9, 2006, DCSO. ( )R27 RECORD INFORMATION PER CS17152, BY BRIAN W. REEVES (2677 LS), FILED DECEMBER 19, 2006, DCSO. ( )R28 RECORD INFORMATION PER PARTITION PLAT 2006-78, BY DANIEL E. WOBBE (2825 LS), RECORDED DECEMBER 19, 2006, PARTITION PLAT CABINET 3, PAGE 364, ORDC, AND FILED AS CS17161, DCSO. ( )R29 RECORD INFORMATION PER PLAT OF "VISION PLAZA CONDOMINIUMS", BY DAVID R. WILLIAMS (2686 LS), RECORDED AUGUST 20, 2007, PLAT CABINET H, PAGE 428, ORDC, AND FILED AS CS17461, DCSO. ( )R30 RECORD INFORMATION PER PARTITION PLAT 2008-6, BY DANIEL E. WOBBE (2825 LS), RECORDED FEBRUARY 4, 2008, PARTITION PLAT CABINET 3, PAGE 566, ORDC, AND FILED AS CS17641, DCSO. ( )R31 RECORD INFORMATION PER CS18624, BY ANDREW N. HUSTON (61407 LS), FILED DECEMBER 4, 2013, DCSO. ( )R32 THIS RECORD HAS BEEN OMITTED FROM SURVEY. ( )R33 RECORD INFORMATION PER PARTITION PLAT 2016-29, BY DIRK P. DURYEE (65694 LS), RECORDED DECEMBER 13, 2016, PARTITION PLAT CABINET 4, PAGE 377, ORDC, AND FILED AS CS19268, DCSO. ( )R34 RECORD INFORMATION PER CS19750, BY PATRICK GAGE COLE (79157 LS), FILED SEPTEMBER 25, 2018, DCSO. ( )R35 RECORD INFORMATION PER CS12427, BY TODD F. NEARY (2384 LS), FILED DECEMBER 19, 1995, DCSO. ( )R36 RECORD INFORMATION PER CITY OF BEND ORDINANCE NO. NS-1348, RECORDED DECEMBER 21, 1981, VOLUME 351, PAGE 850, DESCHUTES COUNTY DEED RECORDS. ( )R37 RECORD INFORMATION PER DEDICATION WARRANTY DEED, RECORDED MARCH 4, 2003 AS INSTRUMENT NUMBER 2003-14595, ORDC. ( )R38 RECORD INFORMATION PER DEDICATION WARRANTY DEED, RECORDED NOVEMBER 15, 2005 AS INSTRUMENT NUMBER 2005-78287, ORDC ( )R39 RECORD INFORMATION PER PLAT OF -COLUMBIA VIEW SUITES CONDOMINIUMS% BY JAMES R. TYE (1104 LS), RECORDED JUNE 04, 2008, PLAT CABINET H, PAGE 733, ORDC, AND FILED AS CS17741, DCSO. RECORD OF SURVEY LOCATED IN THE EAST 1/2 OF SECTION 6, AND THE WEST 1/2 OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON (PRE -CONSTRUCTION SURVEY) OCTOBER, 2020 SW COLORADO AVENUE MONUMENT TABLE MONUMENT STATION OFFSET DESCRIPTION REMARKS 100 34+53.27 47.84 RIGHT 3-1/2- DCSO ALUMINUM CAP COCS CONTROL PT 1 (GIS 0013), NOT HELD FOR ROW 101 36+41.35 40.00 RIGHT 3-1/2" BRASS CAP "CENTURY WEST ENGINEERING CORP.", PER R7 HELD, SOUTH ROW 102 36+41.35 50.00 RIGHT 5/8" IR W/YPC "HWA" PER R22 HELD FOR CURRENT SOUTH ROW 103 35+63.74 40.00 LEFT 1/2" IR IN SIDEWALK PER R17 HELD, NORTH ROW 104 33+91.80 40.00 LEFT 5/8" IR W/YPC "W&H PACIFIC" PER R17 HELD, NORTH ROW 105 32+30.05 40.00 LEFT 5/8" IR W/DAMAGED YPC PER R2 HELD, NORTH ROW AND FOR PC STATIONING OF ALIGNMENT 106 33+55.92 50.00 RIGHT 5/8" IR PER R22 HELD FOR CURRENT SOUTH ROW 107 32+90.64 40.00 RIGHT 5/8" IR PER R4 HELD FOR ORIGINAL SOUTH ROW 108 32+30.40 50.12 RIGHT 5/8" IR PER R22 NOT HELD 109 30+95.00 40+00 RIGHT 5/8" IR PER R2 HELD FOR ORIGINAL SOUTH ROW 110 33+58.96 65.28 RIGHT 2" ALUMINUM CAP PER CS03743 EAST 1/4 CORNER SECTION 6, NOT HELD FOR ROW 118 29+60.00 95.00 RIGHT 5/8" IR PER R4 HELD FOR WEST ROW COLUMBIA, BENT TIED POE 119 30+63.38 50.00 RIGHT 5/8" IR W/YPC "HWA" PER R22 HELD FOR CURRENT SOUTH ROW 120 30+40.00 95.00 RIGHT 5/8" IR W/YPC "HWA" PER R22 HELD FOR EAST ROW COLUMBIA 121 29+05.00 40.00 RIGHT 5/8" IR PER R4 HELD, SOUTH ROW 122 28+34.33 40.00 RIGHT 5/8" IR PER R10 HELD, SOUTH ROW AND PT OF ALIGNMENT 123 29+60.00 95.00 LEFT 5/8" IR W/YPC "C.W.E.C." PER R2 AGREES WITH COLUMBIA WEST ROW AND STATIONING 125 30+40.00 94.84 LEFT 5/8" IR PER R2 NOT HELD, AGREES WITH COLUMBIA EAST ROW BUT NOT STATIONING 129 26+67.06 40.00 LEFT 5/8" IR PER R5 HELD, NORTH ROW 130 24+61.67 40.14 LEFT 5/8" IR W/YPC "SCE&S" PER R6 NOT HELD 131 23+50.24 40.17 LEFT 5/8" IR W/YPC "C.W.E.C." PER R5 NOT HELD 132 23+31.75 40.00 RIGHT 5/8" IR PER R10 HELD, SOUTH ROW, BENT TIED POE 133 25+21.57 40.00 RIGHT 5/8" IR W/YPC "C.W.E.C." PER R2 HELD, SOUTH ROW AND PC OF ALIGNMENT 134 25+21.77 40.00 LEFT 5/8" IR PER R2 NOT HELD, AGREES WITH NORTH ROW BUT NOT PC STATIONING OF ALIGNMENT 135 26+22.16 40.00 RIGHT 5/8" IR PER R10 HELD, SOUTH ROW, BENT TIED POE 152 43+18.51 40.00 RIGHT 5/8" IR PER PARTITION PLAT 1993-26 (MP-1-93) CS11453 AGREES WITH SOUTH ROW, DID NOT RESOLVE STATIONING OF PT DESCHUTES COUNTY SURVEYOR FILED l�ll9�2a2o BY: bvnkt4 �i 1171alozo REGISTERED PROFESSIONAL LAND SURVEYOR -91 OREGON MARCH 8, 2016 JACOB D. POWELL 90744PLS SHEET 5 OF 5