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Home My WebLink AboutSurvey 20345�mmmm��mmmm�mmmm�mm mm�mmmm mmmm�mmmm�mmmm��mmmm�"mmmm� • • r •• MONUMENT TABLE NEFF ROAD ALIGNMENT POINT# : NORTHING EASTING : STATION OFFSET : MONUMENT DESCRIPTION : REFERENCE 1008 : 388,476.812 : 3,320,222.968 : 25+49.31 : 41.18' R : ..,.....•.............••....,.........................,,.....•,..........,..................,,........••.,,•••..••...••.•,•...,.................I.......I...... FOUND 5 REBAR W ' # / 2 ALUM CAP STAMPED DCPW 1 RD RW LS 1031, UP 0.2 : CS03231 1010 388 470.386 : 2 3,320,4 4,553 : 27+53.92 : 0.50 4 R .,•...................•................-...,,,..,..,......................I.I...I...., FOUND 5 REBAR W 2 " " # / ALUM CAP STAMPED DCPW RD RW PT LS 1031 IN A 18 X 20 JUNIPER STUMP (R8) CS03231 0 1 11 : 388 476.753 1 3 320 293.797 : , 26+21.15 , 40.37 R ; .,..,•..,.•...................................••...,...,,,.,..,•.•...,.,.....,..,,..,.,.,•,,,...,,..•,.,,.,,,•,••••..•...I..''.........•I...•...., FOUND #5 REBAR W/ 2 ALUM CAP STAMPED DCPW RD RW PC LS 1031, UP 0.2 ' .,,•..........,.........I........I., ........... ... : CS03231 1603 388 47 98 : ,5 2 , 3,320,213.886 ; 25+40.33 : , 30.00 : L : ..................................I...I-........I ., ., , .. , » FOUND #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY SURVEYORS OFFICE LS 2390, FLUSH : CS18806 1622 388 547.196 : 3 319 962 05 .9 : 22+89.34 : 30.00 L .. ,..............................................................................................................................I..................... " FOUND 5 REBAR W 2 ALUM CAP STAMPED DESCHUTES COUNTY SURVEYORS OFFICE L5 2390 F U # / L SH ,.,,,.,...,.,......,..,,..,...,.,,,............,..........I...,.. CS18806 1623 .,.•.-......•.......,...•............I: ; 388 487.197 : 3 319 963.093 > : 22+89.34 : , 30.00 R : .......................................•,.,,.......,..,...,..,,.,,,..,.,.,.,,,......,,,...,...,.,..,,..,...,..,.,.,........I...............I....... " FOUND #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY SURVEYORS OFFICE LS 2390, FLUSH ...,,.,....,,,.,...,,..,,.........,,.I.........,,..,..,,,,....... : CS18806 3000 .....I.......I. ...................I......, : 388,546.078 : 3,320,329.070 I......I.., : 26+54.35 ....I.......... : 30.00' L : ..,.........,....,...........I.......I.....I.....I...., .....I. SET 5 REBAR W 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040 FLUSH # / : D7 2016-34658 & 8 201 - 4659 D, 6 3 300 1 ............... ......I...I........,., I...I...I................ 1388 547.098 : 3 320 342.564 I....I..............I. ......................I.. ................. : 26+67.66 .I....I......I.I. ............... : 31.54 ............... ` L ; ..........................................................................................................................................................................I.......I....I.......I., " SET 5 REBAR W 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040 FLUSH # / 1 ...............,........................................................................,..,.....,............................I.., .......................................I......I.....I..........I. : D7 2016-34658 0 - 59 & D8, 2 16 346 54+69.34 PT 00 3 2 : 388 545.779 : 3 32Q 405.419 ' : 27+29.80 : 33.46 L ; ` SET #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, UP 0.2 : D7 2016-34658 & D8 2016-34659 1 1 1608 I '1 .........I...., 300 5 .......I......I....... .....................I... :388 487.856 : 3 320173. 37 5 ............I.... : 24+99.79 .,..,........., : 30.00 R : ,.,..,,..,,..,.....,....,..,....,..,,....,....,,.,.,,...,.,.,,......,.,.,.,,,.,,..,..,,,....,,..,,.,..,.,..,..,,.....,.......,,,,,..........I.......,.,.,..,.,...,.....................I.....I.., SET 5 REBAR W 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040 UP 0.2 ' # / ..,...,..,,.,.,,..,,..,,..,...,.,,,.,...,,.....,..........„,.,.. : D2 201 - 5 32112 30' o .- 5 300 6 :388 472.708 : 3 320 219. 78 1 25+45.46 : 45.29 R : ..... .. ............. I......................,.1 - 1........I.............I.....................I,.........I.......I......I..............I.1.I......... I............................ SET 5 REBAR W 2 ALUM CAP STAMPED DESCHUTES C UN L # / 0 TY S 77040, UP 0.5 ................................... I........�,.�...�..�.��..��.� . - : D2, 2015 32112 0 c ............... .........'....I....... ..I....I...,.,,.....I.... ...,,............ .............,, ,....,,..,..,,,....,,....,,.,.,..,,......,.,..,,.,...,.......,.,................I............... ... ...., 0 54 00 3055 388 6 .788 : ,5 4 3,320,549.207 : 28+69.68 : 64.66 L : SET 5 REBAR W 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040 F # / LUSH - D5, 2015 39531 ' ' 3049 ...............•:.........,..............:..•.......•...•............:................., ....I.....I.... ........,................,.....................,,............................................... M 305 6 : 388 559.827 : 3 320 575. 09 3 28+96.14 : 62.35 L SET 5 REBAR W 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040 FLUSH # / - D5, 2015 39531 I o ............... ...................... .......I..........I...... ....... .... I 305 7 :388 56: / 548.8 3 320 618.533 1 , 29+ 0.2 4 5 : 55.79 L : E S T 5 EBAR ALU # R W 2 M CAP STAMPED DESCHUTES COUNTY LS 77040 FLUSH / _ D5 2015 9 3 351 '' w ....I .......... ...................... .. ............ 1 305 8 ; 388 545.045 : 3 320 643. 34 7 : 29+65.71 ; 54.54 L ; SET #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH : D5, 2015-39531 S .. ��.�..��.�. 3078 .��.. ��.. ��.. ...�.. �.� ....... I...... I.......... 388 567.454 : 320 50 , 3, 9.247 .�.. .. ...�....�.� : 28+29.92 ............... : 63.31 L ; .1.�........�.I " " ' "..........I............................................................................................................................�" " I' ll....'......................� SET 5 REBAR W 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040 DOWN 0.3 ' # / 1 ................................................................. : D5 2015-39531 1 oo T S . z BASIS OF BEARINGS BEARINGS, DISTANCES AND COORDINATES ARE GRID VALUES BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS). THE BASIS OF BEARINGS FOR THIS SURVEY IS DEFINED AS FOLLOWS: LINEAR UNIT: INTERNATIONAL FOOT (ift) ELLIPSOIDAL DATUM (AND REALIZATION): NAD83(1991) PROJECTION: TRANSVERSE MERCATOR LATITUDE OF GRID ORIGIN: 43°00'00" N LONGITUDE OF CENTRAL MERIDIAN: 121°17'00" W NORTHING AT GRID ORIGIN: 0.000 ift EASTING AT CENTRAL MERIDIAN: 3,300,000.000 ift SCALE FACTOR ON CENTRAL MERIDIAN: 1.00016 (EXACT) ALL DISTANCES AND BEARINGS SHOWN HEREON ARE PROJECTED (GRID) VALUES BASED UPON THE PRECEDING PROJECT DEFINITION. THE BASIS OF BEARINGS IS GEODETIC NORTH, NOTE THAT THE GRID BEARINGS SHOWN HEREON (OR IMPLIED BY GRID COORDINATES) DO NOT EQUAL GEODETIC BEARINGS DUE TO MERIDIAN CONVERGENCE. PROJECT CONTROL WAS ESTABLISHED WITH GPS REAL TIME KINEMATIC (RTK) OBSERVATIONS USING CORRECTORS BROADCAST FROM THE ODOT OREGON REALTIME GPS NETWORK (ORGN) AND THE DESCHUTES COUNTY SURVEYOR'S OFFICE DESCHUTES 13 TRANSFORMATION FOR THE CENTRAL OREGON COORDINATE SYSTEM. SEE THE DESCHUTES COUNTY SURVEYOR'S WEBSITE FOR FURTHER INFORMATION ON THE DESCHUTES 13 TRANSFORMATION, NARRATIVE: PURPOSE: THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE ADDITIONAL RIGHT OF WAY DEDICATIONS THAT WERE ACQUIRED FOR THE POWELL BUTTE ROUNDABOUT PROJECT AS SHOWN IN THE DEDICATION DEED INDEX ON THIS MAP. THESE DEDICATIONS WERE ACQUIRED VIA STATION AND OFFSET DESCRIPTIONS WITH THE EXCEPTION OF D1 AND D10. PLEASE SEE MONUMENT TABLE FOR STATION AND OFFSETS AND REFERENCE DEEDS. PREVIOUSLY FOUND OR SET MONUMENTS THAT FALL WITHIN THE NEW RIGHT OF WAY ARE NOT SHOWN HEREON. POINT # 1620 AS ESTABLISHED ON CS18806 WAS DESTROYED BY CONSTRUCTION AND HAS BEEN RESET BY THIS SURVEY, DETAIL C: D4 AND D6 UTILIZED MUTUALLY EXCLUSIVE FALSE CALLS, THEREBY CREATING A SLIGHT ANGLE POINT WHEN THESE FALSE CALLS INTERSECT THE SECTION LINE COMMON TO SECTIONS 31 AND 32. SINCE THESE POSITIONS FALL WITHIN 0.14, OF EACH OTHER I HAVE OPTED TO ONLY MONUMENT THE SOUTHERN ANGLE POINT AS SHOWN IN DETAIL C. RESEARCH: WE RESEARCHED ALL OF THE SURVEYS OF RECORD WITHIN THE AREA OF THE POWELL BUTTE ROUNDABOUT. PERTINENT RECORD INFORMATION IS SHOWN HEREON, FOR ADDITIONAL RECORD INFORMATION PLEASE SEE THE RIGHT OF WAY MAP FOR POWELL BUTTE JUNCTION BY MICHAEL J. BERRY, PLS, FILED AS CS18806. MEASURED AND RECORD DATA: MEASURED BEARINGS AND DISTANCES SHOWN ON THIS SURVEY MATCH THOSE PER CS18806. FIELD NOTES: DESCHUTES COUNTY ROAD DEPARTMENT FIELD BOOK 243, PAGES 57-62. DEDICATION DEED INDEX - - - --1050., I • 3048 DEED REFERENCES o' J 5? 00 REF# DOCUMENT t � • 3047 D1 D2 VOL. 149, PG. 2221 2015-32112 p Q � @ � v �? D3 D4 2015-34031 2015-39530 O N � � • 3046 � 4� � IN COLLAR D5 2015-39531 / ya w OF STONES �' D6 D7 2015-39532 2016-34658 1\ ^ eb v � .: D8 2016-34659 Q I D9 D 10 2019-39797 2020-38345 y V • 3045 w /0 SO 0� v 5 ------ 10 �0 * I . * • 3044 I 000 O / h �° 1034 �v PI, IN COLLAR / Va OF STONES 304�. 00 O� S,oUR A 13 6y ^�/ 4(gloo ' 13 1 4fx�s263 A 9 1� 5263 61 p l' 0 oC . ,lam/ • 3042 Lo rn C9 1 �� I v I II � V C. N N I ,� . 3041 3060 r- r S � + 1603 R C 16 L_ 115.21 L28 �`' N 1 L27 " o w T_ a ----�• .. . .93 L26 L. • • . • p -'. DLO I10182 � N L29 62 ?5 L24 L23 L22 A6 O �ti p • '`� C r3 0�°` a • 0 c2 _ N o ^� Ln Q 3o s � �_ °D S84°13'03 �. a • o m Ln301.72' "E 124.gq� `'cr�� L12 31 i 32 o - 1008 , N 1V�'FFROAD o w�, I rn �30 L31 _ R-05 Lr130,93 / / �3006 g o S84'31'07"E ►� 152.66' co o a � ' • 3007 '`� / +p o + 1c i . 1702 - I ca TL 17-13-31 A 2700 / w !`�' J. 008 / PI oo ,,p �g • / 3 / S89'57'08"E �' A�AX 57.20' L7 • • 00 / 70.83' aA o o?o �,� �Gl I.%1 �12�9 t J, Ohs o `� oo �6 . N11'gg'S0„ cc c $. L4 L5 • (A „a / of -+ • P `� Lo o' 136 ' SEE DETAIL C v w w 00 • � O I / ��0 �� O�6' to to 33IU IN COLLAR o /00 0��, s OF STONES M °� f Q p0 1�O o 0 I . ^�0 • 5 zz---- N� l U� TL 17-13-31 A 200 I /b �O .� p6^� la o N� / / o SURVEY REFERENCES 1 A �/' I 9 4� '�� 5ro / o`�� ? ti sto 4 . REF# DOCUMENT DATE DESCRIPTION SURVEYOR 0 1 OO •� X)�0X0 R1 CS03231 8/17/1987 ROW NE 1/4 NEFF RD/ALFALFA MKT RD W. KAUFFMAN LS 1031 0 � • 3082 9 0 R3 CS03195 12/23/1968 SE 1/4 SE 1/4 MERRILL/ALTA R. HANKINS LS 687 �`v Off. A R4 CS03250 10/20/1971 W 1/2 NW 1 4 RE •`y °�' cN� / VISED FROM 10/23/70 J. HAWTHORNE LS 454 �'� ,rya S6g � � 06, , R6 CS03201 12/30/1977 MP 78-009 M. TYE LS 1046 S • S11 - ?? SEE DETAIL B ti I R11 CS03192 8/9/1984 MP 84-002 & SEC 30D G. COLVIN LS 1020 / aNX 6941'48 F 31j R15 CS13041 9/9/1997 LL 97-42 NE 1/4 TL 1011 R. KARL JR LS 2257 a 3l4 3g � 10.39' R17 .63 r , ( ) R21 CS18806 92/a2/20 4 R/W MAP: POWELL BUTTE JUNCTION R ERR R LS 2257 1021 SEE DETAIL A (R1�� Tq� �. ` 10.39 351.07' 19400, M. B LS 2390 _ , I S89'53'06"E 381.92' � '-�'~ S89*53'31"E 361.46' R22 DESCHUTES COUNTY SURVEYOR'S OFFICE CENTRAL OREGON COORDINATE M. BERRY LS 2390 1�p � c 6 S89 45 40 E 381.97 (R17) S89 43 22 E 361.26 R17 SYSTEM COCS AND DGMC 21 REPORT AND MAP ( ) / / TL 17-13-31 A 400 G \ 0 � ��hp ��h P� 0 ti i 0 � O a O REGISTERED �� `��' 1020----'---- PROFESSIONAL /1,; LAND SURVEYOR TL 17-13-31A 400 i / c0 ' . 1�1� �i 1019'-------- t�� / '.- I �00 / / .i P OREGON / �15 DECEMBE / • R 28 2009 KEVIN R. SAMUEL / \/ 77040PLS �� RENEWS: 6/30/2022 N - •+ ,cco iA TL 17-13-30D 700 1622 N89'49'14"E 250.980 �'�, N89°49'14"E 0 250.98' -�.0 1623 N89'49'14"E 210.45' LINE DATA TABLE LINE# : BEARING : LENGTH LINE# : BEARING : LENGTH LINE : BEARING : LENGTH L1 : S45'54'51 "W : 75.12' L12 : N89'56'36"W : 88.02' L23 : N87'19'04"E : 25.49' L2 : S50'48'12"W : 96.91' L13 : N73'48'21 "W : 71.43' L24 : S81'23'58"E : 25.49' L3 .,.,...,,...:,,,,,,,,,,,,,,I.........:,.I............. : S45'54'39"W : 48.57' L14 ,.,.,,..,,...:.,,...,,................:......I......... : N25'31'19"E : 74.45' L25 .............:.,.,.....I.............:....I..........I : S75'45'29"E : 44.59' L4 ............:........................:...........I.... : S86'13'39"E : 75.07' L15 ,...,,...,,.,:..,,..,,...........I...I....,,,.....I-. : N23'53'46"E : 114.20' L26 ...,.........:...,............,,,........,............ : S79'14'21 "E : 26.57' L5 ............:...............I........:.........I.,,.,. : N83'35'49"E : 49.33' L16 I.....I...,, : N21'41'37"E : ..,..........I...1.,.. 77.41' ,...,,,,..,,,.. L27 : S86'11'00"E : 40.05' L6 : N75'28'23"E : 50.05' L17 : N18*15'44"E : 99.83' ............ L28 ..................... : S88'47'52"E : ............... 62.87' L7 » N66 4127E .., ,., ...........:.....I......I... , 10.32 L18 .... » : N14 32 51 E ..................I...;.............I.. , 92.03 L29 ...,...,.....:,,,,...,.......I...I.I.:I............... N85'40'30"E 13.53' L8 ............:................I......1:................ : N66'49'03"E : 59.72' L19 .....,.......:........................:.I.............. : N21'53'52"E : 42.11' L30 .....I. .. : S71'38'23"E : ......., ,: 48.09' L9 ............:..........I.......I.....:..............I. : S29'36'34"E : 5.59' L20 ,,....,.....,:....,.........I.I....,..:I........I...... : N07'49'56"E : 59.52' L31 : N42'44'00"E : 5.59' L10 : N86'57'21"E : 37.00' L21 NO3'00'02"W : 80.91' L32 : N00'24'52"E : 40.32' L11 : N75'28'34"E : 50.25' L22 : N80'17'48"E : 12.52' D E S C I-�UTE S C O LINTY ROAD D E PARTIVIE NT 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 388-6581 PROJECT #: W653 DATE:10/26/2020 DRAWN BY: KRS CHECKED BY: JAM FILE NAME: J: \CAD\Projects\W653-Powell Butte Alfalfa Mrkt\dwg\w653-PBH-alfalfa-Survey NEW RW C3D.dwg DETAIL A MONUMENT TABLE POWELL BUTTE HIGHWAY ALIGNMENT POINT : 0 # ; N RTHING : FASTING : STAl10N :OFFSET :MONUMENT DESCRIPTION :REFERENCE ..., , ,. ,:,,,.,....I.....''...I................. 1019 : 387,702.301 : 3,320,023.254 135+22.62 : 28.28 R '; FOUND #5 REBAR W/YPC STAMPED BK RK PLS 2257, FLUSH : CS13041 3081 . ? ................. .I...........,, ,.,..,.,.-....,,,...,,,.,,,,,.,,...,.........,...,...,.,,,.,.,...,..,,.,,,.,,,,,,,..,,,.,,.,.,.,..,.,,.,,,.,,,,,..,.,,..,,.,...,..,,..,..,,,,,,,,,.............''..,..,,..,..,.,.. .....-I ,...,,,.,,...-....,,,.............. 1 387 751.922 : 6 / 1022 1020 , 3,320,0 7.826 : 35+89.32 : 28.80 R '; FOUND #5 REBAR NO CAP, FLUSH : CS13041 .,....,.•,,,.,:........................:,,,.,.,...,..,,...............,,,.,......I.... ....I........., ..I...........''.,,...,.,.,..,,.,....,.,,..,,..,,,.,..,..,.,,..,,..,,,.....,,,,.,..,..,.,..,.,,,,...,......,.,,.,.,.,.......,.,......,,..,,,.,....,..,,..,,,.,....,...,,.,.....,,.., S» 6 11 1 , 9 FOUND SM00 RON R LUSH = Sr 8, 1021 : 387,957.011 : 3,320,252.395 � 38+65.22 31.18 R ; 1 iH I OD F '; CS13041 1 5 18 ?4 E 4 : FOUND 5 REBAR NO CAP SEE DETAIL A 388 064.452 : 320 349 5 : : CS13041 1022 3, .44 40+10.00 : 32.70 R ; # ........,.•.....:........................:.........................I.:I.......,......... ............... ... ....... ..I............1.I... .:. .:.......�.........................�... N....,,,.,.,.,,..�...,,..,, �� 1 U FO ND 5 REBA 2 A U CAP AMPED 31 FLUSH HE R 92 8 R W L M ST DCPW ROAD R W PI LS 10 LD FO 1 8 PI 9+ 6.0 CS03231 3082 � 1034 :388 808.923 : 3 320 964.210 : 49+51.09 : # / / ( ) � i 1 , . 99.12 R ................:........................:.......................I...:.I...I....,...I.., ............... ...........,..............,..................,..,.........................................,.......,.....I......................... .................I... ;. FOUND 4 REBAR NO CAP DOWN 0.3' : CS03195 1050 : 389,139.437 : 3 320,916.194 : 52+52.02 : # ' 32.20 L 1051 388,840.647 3,320,837.270 49+35.40 30.74'1 L' FOUND #4 REBAR NO CAP, DOWN 0.1' CS03201 ................:..............I.........:.......I....... ..,,...,....,,.,,,..,.,,.,.,,.. ......,,,....., . ,,..,....,.. , DET I „. ALB ,;. ,. , ..,,, 1608 389,351.046 3,320,934.635 54+69.34 30.00 L FOUND #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY ENGINEERING LS 2390, FLUSH CS18806 ......................................................... .,...I............,,.,...,...., ..I.....I...... ....,,... :, ., OU D • F N A A ERI 5 REB R 2 ALUM C P TAMPED HUTE GINE NG LS 2390 US ; 389 350.999 : 3 320 994.635 : W S DESC S COUNTY EN , FL H : CS18806 1609 54+69.34 ; 30.00 R ' # / o...I...I....I'. ...................... .........I.,............. .......I......, .., .............I...I...,........I ......I.............. O �. Lo � 1702 : 388,437.256 : 3,320,635.502 : 44+78.75 : 0.74' R : CALCULATED POINT ONLY, 1924 ALFALFA PI 51+15.4 : CS18806 : ; : 5 CALCULATED POINT ONLY, POWELL BUTTE HIGHWAY R f W STATION 14+65.46 PT, 30.00 . LEFT CS18806 r 1 �v 387 698.097 31 941 I \8 E 1706 : 3, 9, .727 34+65.46 30.00 L ..........:........................:.....................1.,,..:....I......I...... ......I........ .,,..........,...,........,............... ...................,. :. :. 1 CALCULATED P01 .46 P NT ONLY POWELL BUTTE HIGHWAY R S ATION 14+65 T 30.00 RIGHT 0 : 387 658.347 : 3 319 986.671 : � � T CS188 6 \ 1707 , • 34+65.46 30.00 R ; :........................:...........................:...................: . : : SET #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH : D9, 2019-39797 1 388 455.805 3 320 57 0 6.491 30 7 44 54.41 0.39 f 1 1 + 56.34 L 1 S89 53 31 E .. .,, ,,. 20 ,,...,....9 coo 3008 : 388,415.487 13,320,576.199 : 44+23.17 : 30.0 ' : SET #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, UP 0.3 '; D9, 2019-39797 .,.,,,......I.. ........I ............. ................. ...,....0,,,� ........... ........., .,, , .., ... ..... ,,,...,......,,..,,..................,,...........I...., .........I. 8 , ., .. .. 3041 ; 388,597.739 : 3,320,813.707 : 47+08.30 : 54.57 R : SET #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH : D3, 2015-34031 ..........................•..............................,............,.........,....... ....,...I...... .........,.... ........................,............,..,............,....I..........I..............I... ....., ...,..,....,,,.....,...,...............I......I........I.... .........I.... ...... :, 3042 : 388,664.923 : 3,320,845.784 : 47+80.00 : 50.00' R : SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH : D3, 2015-34031 ..................................................................I ..I............. ....I.........,......I.........I.............................................,...................I........I............... ,,.,.,.........,.............,.......................I.............1.I .. . �6 3043 : 388,769.330 : 3,320,892.042 48+90.45 7.00' R #5 W/ - ;. . 4 SET REBAR 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040 FLUSH 1D3 2015 34031 ��................:........................:......................I..... : . DETAIL C APO P „� 3044 : 388,841.255 : 3,320,920.655 : 49+65.40 : 47.00' R : SET #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, DOWN 0.6 : D3, 2015-34031 �0� •�9p� ..............:........................:...............I...I.......;.........I......I. I...I.....................,............I......I..............,......,,.........,.,,...........,....,.............,....,......................,.,.,..,.......,.............,.....................I................I.....I..........,,......... :. CPaI N66 SET 5 REBAR W 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040 FLUSH D3 2015-34031 1 88 936.055 3 3 320 951.938 3045 50+62.08 47.00 R # / 1 1 3086 ... ,:. .: , -, I ..................' 3046 : 389,025.130 : 3,320,975.053 : 51+51.20 : 47.00' R : SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, UP 0.2' D3, 2015-34031 ............... ...............I.....� ....................I..., ..........I...... ...........I.., ....................,..........p,...,,...,..,....,..,......,....,.,,..I....I....,.....,........,.........,............................I... ...I..,...,,.,,.,.... .,................................. 1v 3047 : 389,064.203 : 3,320,990.759 : 51+91.26 : 54.26' R : SET #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, DOWN 0.6 : D3, 2015-34031 ...............-..,...,.,,.,..,.,.,,.:......,..,,.,,,..1.........:..I...I.....I..... ......I........,,,....,.....,.,...,,...,...,...,...,,,.,..,,,,..,,..,,..,,,..,,..,,.......,..,..,.,,.,.,..,,....,..,,.,..,,.,.....,,.,..,..,.,,,.,...,...,.,...,..,...,..,,,.,....,,,...I......,.I..............,.,..,,,,.I....,...,.I........,.....I. r� » �' 1 389123.170 320 99 SET 5 REBAR W LU - 3 8.870 2 A M CAP STAMPED DESCHUTES COUN LS 77040 FLUSH 3048 52+4 . TY D3 2015 34031 c� 8 62 52.00 R # / po................:........................:...........................:.................. .........I...I...,.,......,...,...,,,..,,.,,,,,,,..,...,,,.,,,...,........,...,,..,,,.,...,.,,,...,..,.,..,.,,,....,.,,.....,..,...,.,..,..,...,.,,...,..,,,..,...,,..,....,.,.,..........I.........I..........I ...... 1 = 0.10 0 3049 : 389,270.202 : 3,320,998.870 : 53+90.51 : 36.52' R : SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH : D3, 2015-34031 z SEEAR A 0................:........................:.,...,.,,..,,.........I....:.................. ..............,.,..,,,.,.,.,....,,....,...,...,.,,,...,........,...,.,.,....,.,.,,...,,.,,,.,..,.,..,...,,..,....,,..,......,.,,.,....,,..,,,...,...,...,,...,,.,,,..,..,...,,,,.............I..,,,,,............,,.,,,..I...,,..,,,,.,,.,,,.......... FUR HERREXPLANA TON 3059 : 388,546.238 : 3,320,669.194 : 45+87.20 : 38.88' L : SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH : D5, 2015-39531 nk . 3060 388,548.348 3,320,681.539 45+96.24 30.00' L SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH D5, 2015-39531 cR.,....I ........ .......I........I..... .....I.......,.........., ............,,.., ....,........., ...........,.,,.,.,,,,,,.,,..,.,...,.........,..................,.....,............,.....,.,..........,........,................,..............,...............................I..........,..1.................I.,........I........... 4 „ �p'�� P��21 0�S 3063 : 388,113.879 : 3,320,411.144 : 40+87.89 : 46.17' R : SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH : D4, 2015-39530 CCUN66 N................:,..,,.,.,.,.,,,,,.,..,.,:.,,,.,,,,.,,...,,.,..,...,.:,.................,:I......,,,.....,.,..,,,.,.,.,.,.,,,,...,...,.,,,.,.,.....,.....,,...,,..,....,...,.....,.,,,.,.......,,.,.,..,.....,..,.....,,..,.,....,,...,....,...,...,,...,,...,..,..................1....I....I., .I.....,,,..,,,,..................I....,,,,,. GP 1�,11 nIN 3064 : 388,175.127 : 3,320,486.251 : 41+83.53 : 61.86' R : SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, DOWN 0.6' : D4, 2015-39530 .. ...., ,.. .I...I.....I...I....... 3065 : 388,249.534 : 3,320,551.184 42+82.2$ 61.20' R SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, UP 1.0' D4, 2015-39530 DETA/ D................:........................:...................I......I:.................. ...I...........,.,,...,.............,,.,,..,,,.,....,,..,,,.,,,...,...,..,.,...,,..,,,.,...,.,,,.,.,,.,.,..,.,,,....,.,,...,..,.....,.,,..,.,...,.,,,...,....,,.,,..,,..,...,.,.,,..........."...,..,...'I....,,,...,,.....I...I.,.,.,,.......4...... 3066 : 388,283.327 : 3,320,586.069 : 43+30.71 : 64.95' R : SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, DOWN 0.3' : D4, 2015-39530 3081 388,065.452 3,320,346.721 40+08.94 30.00' R SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH, SEE DETAIL A D4, 2015-39530 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,1.I..,...I.:......I.........I. .......I....I.,.,..,,..,,..,..,.,,,...,..,...,...,.,.,,....,...,...,,...,.,..,,,.,,...,..,..,,,.,.,,...,..,,.,,.,..,,.,..,,.,,..,......I.......,.....,,,..,,,.... ............. SEC. LINE & R/W R/W 1 3082 388 061.614 3 320 357.184 40+13.00 1 1 1 40.38 R _ � : : : : SET #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH, SEE DtTAIL A D4, 2015 39530 N89'52'59"E N86 57 21 E -\................:........................:.......................... ................. ....................................................................................................................................................................................................................................................... °�'" _ 19400 387,955.492 3,320,995.733 --- --- FOUND #5 REBAR, NO CAP CS16595 �-S88'S6'07"W� ........I...... ....I ................. 1..........I.......,..... .I.I........1.I'. ,,,.I........,.,,.,..,,...,.,,.,...,,,..,,.,,.,,,.......,.,..,,,.,,........,....,....,,,,,,.,..,.,..,,,,.,..,....,,..,..,...,.,,.,...,.,...,.,.,....,,...,.,......,......,,,.,,.....I.....,.,.,,.,,.,;........I".,............,,......,,............. " 0 0.98 SEC. LINE 19401 : 387,956.173 : 3,320,634.277 : --- --- : FOUND #5 REBAR W/ YPC STAMPED BK RK PLS LS2257, SEE DETAIL B : CS13041 o , 1 = 1 N89'52'59"E I ' MONUMENT TABLE POWELL BUTTE HIGHWAY SPUR ALIGNMENT POINT# : NORTHING : EASIING : STATION : OFFSET : MONUMENT DESCRIPTION : REFERENCE .,,.., .,, ., ..,,...,..,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1620 : 388,536.000 : 3,320,837.487 11+74.09 30.00' R RESET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH CS18806 : ., ..........., ....................................I :. I 3084 : 388,516.078 : 3,320,906.086 : 10+81.90 : 57.74' R : SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH : D10, 2020-38345 TL 17-13-29 500 SEE DETAIL D I I oti� TL 17-13-29 100 1615 _ ' I TL 17-13-29 501 I N » __ w co -- N86'57'21"E 984.09' -- • N -- N89 52 59 E 2645.79 0 o N _ 579.19' °D.�� 2066.66' co �? g I- o �� 29 FOUND 3 1/4" • .�_ oo N86°57'21 "E 1525.00' � - I o- _ ALUM CAP g 183-�32 SEE OCRR 2021 w ALFALFA MARKET ROAD N w - o �� o------------1614 �,C� -+ p O o - o 0 o N$6'57'21"E 1300.45' -- I TL 17-13-328 4000 N a0 o �1 . + N86'ST21"E tO L10 1 �, b TL 17-13-32B 200 N • o` o 0 123.00' L9 c,' ,Q QA N o . r� I I TL 17-13- 32B 1700 LEGEND RETRACED CENTERLINE NEW R/W SECTION LINE - - - - - - - - APPROXIMATE PROPERTY LINES C4 CENTERLINE CURVE NUMBER - SEE ALIGNMENT CURVE TABLE R-C6 R/W CURVE NUMBER - SEE R/W CURVE TABLE A FOUND MONUMENT AS NOTED IN MONUMENT TABLE O SET MONUMENT AS NOTED IN MONUMENT TABLE L•� CALCULATED POINT -NO MONUMENT SET 1000 POINT NUMBER (R1) RECORD DATA PER REFERENCE DOCUMENTS YPC YELLOW PLASTIC CAP PBH POWELL BUTTE HIGHWAY SPUR POWELL BUTTE HIGHWAY SPUR ALFALFA ALFALFA MARKET ROAD R/W RIGHT-OF-WAY PI POINT OF INTERSECTION PC POINT OF CURVATURE PT POINT OF TANGENCY POC POINT ON CURVE POT POINT ON TANGENT DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE DGMC DESCHUTES GEODETIC MAPPING CONTROL FILES AT DCSO COCS CENTRAL OREGON COORDINATE SY STEM CS12345 DESCHUTES COUNTY SURVEYOR'S OFFICE SURVEY FILE # OCRR OREGON CORNER RESTORATION RECORD FILED AT DCSO SET R,/W MONUMENTS: J'1ES C w�G� OG1 o .4 �S 770A0 STANDARD 2" ALUMINUM SURVEY CAP ON 5 REBAR DESCWUTES COUNTY SUF3VEYOR FILED 1 o z� zo2o BY: Du�� MONUMENT TABLE ALFALFA MARKET ROAD ALIGNMENT POINT# : NORTHING : EASTING : STATION : OFFSET : MONUMENT DESCRIPTION : REFERENCE 183 388,521.391 3,323,639.951 --- --- FOUND 3 1/4" ALUM CAP STAMPED DESCHUTES COUNTY SURVEYORS OFFICE T17S R13E 1/4 29 32 1999 PLS 1031 OCRR 2021 1027 : 388,557.784 : 3,322,317.093 : 100+43.01 : 31.05' L : .....I ........ ......................... FOUND #5 REBAR NO CAP, UP 0.5' I....I....I..........I....I : CS03192 1028 388,521.739 3,321,655.818 93+80.76 30.18' L FOUND #5 REBAR NO CAP, UP 1.0', MEASURED TO TOP CS03192 1029 388,517.492 3,321,685.771 94+10.44 24.35' L FOUND #4 REBAR NO CAP, DOWN 0.3' "„1 "" " " "" " 1„ „"" „"CS03250„"„ 1 1 " 1030 : 388,517.308 : 3,321,625.674 : 93+50.42 ' 27.35' L .. FOUND #4 REBAR NO CAP, DOWN 0.3' ., ........I...I....,,...I... CS03250 1031 : 388,517.155 : 3,321,572.312 : 92+97.13 : 30.03' L : ..., FOUND #5 REBAR W/ YPC STAMPED LS 1020, FLUSH . . : CS03192 1614 388,509.520 3,322,559.179 102+82.20 30.00 R .. ....I..... , I...I............. FOUND #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY ENGINEERING LS 2390, FLUSH ...........1..,,.,........I.....I.... CS18806 1615 : 388,569.436 : 3,322,555.992 102+82.20 30.00' L .....I....I , . .....I .... .. FOUND #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY ENGINEERING LS 2390, FLUSH ..........I...,,.,,,.,,,.........,„ CS18806 1702 : 388,437.256 : 3,320,635.502 : 83+78.60 : 80.37' L : CALCULATED POINT ONLY, 1924 ALFALFA PI 51+15.4 - NO MONUMENT FOUND OR SET : CS18806 3012 : 388,427.855 : 3,321,211.919 : 89+32.50 ,, .I......., ..I... : 40.00' , R : SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH : D6, 2015-39532 3013 : 388,440.456 : 3,321,260.560 89+81.74 .:,,,,, ,,,,, 30.00' ,,,, ;,, R » SET #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH ....,...,,. „ .,.,..,.. D6, 2015-39532 3018 : 388,517.173 : 3,321,573.296 : 92+98.11 : 30.00' .,:..... L : . . .................................................................................................................................................................I.................. SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH ..... : D6, 2015-39532 3038 388 4 4. 18 2 2 3 321 049.383 1 8 7+70.00 1 35.00 R ' ...., SET 5 REBAR W 2 A UM CAP T M D D SC UTES COU TY 0 L S A PE E H N LS 7704 UP 0.2 6 - D 2015 39532 ,,...I......,.. 0 3 39 ..I........I.......... 388 4 0 50 3 .7 ...............I...I..... 3 321 172.209 .................., 88+93.00 ............... 1 35.00 ,,...,...,..#,,....,........,...,...,...,.,.-..,.,....,....,,..,.,.,.,,,,..,..,..,.,,.,...,..,..,..,,,....,..,..,.,.,.,..'..,..,,,.,,,.....,.....,.,,,,,,.,,.,.,,...I.....I...I..............1. R SET #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH ,...,.........,..I...I.....1,....I... - D6, 2015 39532 3040 388,425.890 3,321,174.971 88+95.50 40.00' R " .. ., .I.... I ...... .... SET #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH .............. I...... I.... I.......... D6, 2015-39532 3067 : 388,348.379 : 3,320,706.031 I 84+04.27 : 30.00' R : I......, SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH : D4, 2015-39530 30 68 , 388 343.440 : 3 320 780.934 : 84+75.28 1 : 2.78 6.,........... R ... » SET #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH .. . .....1., ...I.I......,.,1.1....... _ D4, 2015 39530 ...I.....".... 3069 : ....I.......I......... 388,348.941 : .....I.....,,....-.,,.. 3,320,829.957 : .I...I...I......I.. 85+27.23 : 73.05' ....,...,.,..,...,,...,.,...,.,,,...,....,...,,,.,,,..,.,,...,....,,.,.,,.,,.,...,..,.,,.,..,,..,.,,.,.,.,...,..,..,.,.,.,..,.,,..,,..,,,.......,...,.,,,.,,.,,..,,,..,,,,.....11-.......I...... R : SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, DOWN 0.6' ,..,,.I.....I......,..I....I......... : D4, 2015-39530 30 70 388 36 .495 1 ' 3 320 878.406 : 85+81.45 1 ` ; 73 66 R : » 1 SET #5 REBAR W/ 2 ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, DOWN 0.6 D4, 2015-39530 3079 : 388,396.480 : 3,320,985.006 : 87+00.80 : 57.71' R : ........ ................... SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH ................1,.........I.,,..,.,, : D4, 2015-39530 3085 : 388,400.566 : 3,320,994.487 : 87+11.28 : 54.66' R : ,,,,,,,,,,,,,,,,:............................,......... SET #5 REBAR W/ 2" ALUM CAP STAMPED DESCHUTES COUNTY LS 77040, FLUSH, SEE DETAIL C : D4, 2015-39530 3086 : I...I.I.:..I 388,400.709 : ..........................................................I......I.I:.......I........ 3,320,994.487 : 87+11.29 : 54.52' R : .. ...,,,. ........I........................................................I.......I..... ,, , .. ...,.........., .....,..............,.,... CALCULATED POINT ONLY, SEE DETAIL C D4, 2015-39530 & D6, 2015-39532 10182 388,515.992 3,320,994.164 : 87+21.95 : 60.27' ...............................,...............................................................................-.............,..............I...............,.., L : ..........., ............ FOUND 3" ALUM CAP STAMPED DESCHUTES COUNTY SURVEYORS OFFICE T17S R13E SEC COR LS 2033 ON 3/4" PIPE OCRR 0927 R/W CURVE DATA TABLE CURVE# : DELTA RADIUS ;RECORD (R21): LENGTH : TANGENT : CH. LENGTH CH. BEARING R-05 .................:..,,.,,..,...,.,,..:.,..,.......,..,.:,..,.,...,,..,..,..,,..,:,,..,,..,,,,...:,...,,,.,...,,,,..:.,,,,,.,.,..,,,.,,,,,,.:...I.......I.....I....... : 5'23'16" : 1392.40' : 1392.40' : 130.93' : 65.52' 130.89' S87'12'45"E R-C14 : 29'04'16" 131.80' : 131.80' : 66.87' : 34.17' : 66.16, : S21'03'53"E R-C15 8'28'04" 924.22' 924.22' 136.59' 68.42' 136.47' S61'31'50"W R-C16 2*15'11" 2929.63' 2929.63' 115.21' 57.61' 115,20' S89'03'10"E R-C17 : 34'54'40" : 1402.91' : 1402.91' : 854.82' : 441.14' : 841.65' : S17'30'01 "W RIGHT OF WAY MAP POWELL BUTTE ROUNDABOUT LOCATED IN THE S� 1/4 OF SECTION 29, THE SE 1/4 OF SECTION 30, THE NE 1/4 OF SECTION 31, AND THE NW 1/4 OF SECTION 32, ALL IN T. 17 S., R, 13 E., W.M., .PNSClfbrTES COUNTY ORE6rO)V' ALIGNMENT CURVE TABLE MEASURED & PER R21, CS18806 CURVE# DELTA : RADIUS : LENGTH :: TANGENT : CH, LENGTH : CH. BEARING C2 5'57'43" 2899.63' 301.72' 151.00' 301.59' S87'11'54"E .....I.....I...I.:...I C4 : ...............:....,....I....... 41'26'43" : ; 1432.91' : .........I......;,,..,..,,..,,..I..:.............I....1.I..:.....I.................. , 1036.51' : 542.1O' : 1014.06' : N20'46'03"E C7 45'27'56" 954.22' 757.20' 399.80' 737.48' N64'13'22"E C9 : 124'52'11" : 161.80' : 352.63' : 309.96' : 286.87' : N34'48'39"W SHEET 1 OF 1 N 0 w cat �$ 20345