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Home My WebLink AboutSurvey 216627z 3o3 Ill 161229 SEE DETAIL FCl / 182 Ili 1s1�71e0 a o �h cn > R�! c 0 2 (1309.82 )R1 Q _ _ 1310.04' • �1 w 329 R 1101 X 161229 7L.701 X 161229 -N89'34'047E 2647.76'- (N89 34'27"E 2648.49')R2 (N89-44'09'E 2647.70')R4 7L AV X 161M A 201 X 161229 I 71 1AV I 71 IM5 X 161229 IN 161229 °° g g S SEE DETAIL C S89'48'3A 2619.66' j-'_-' C1 4 g (S8 ��09"E 2619.65JR1 7Z &19 IL 161227C r VALEVIEW DRIVE DETAIL C 1" = 60' 1661 V� XIN1228 X151228 AD 7L n_V1 n' SEE DE 0`40�0= X 161228 X 161228 TUMALO ROAD Ct/4 N N U U tLnLu w TUMALO ROAD wool, -S89 4932"E 1316.99' 197 (SB9-48'56"E 1316.94')R5 MONUMENT 297 (S89-49'09"E 1316.92JR1 BEARS N50 25'20"W 0.3T FROM 197, 71 400 71 JX MONUMENT 297 X 161227DO 1w 161227D0 NOT RESET 7110001 w F 7L 2" co cn Il 1Liw 304 192 N44'54'57"46.94'C1/4 -0 303 W1\ " •- N61720'16"E 45.92' S52724191 32.04' S13'36'27"E 26.60' 305 TUMALO ROAD z• S00'15-43-E 26.20'- � l� (SOO'W 26.2S)R9 194 J 71 100 71 4G17 PRIMARY CONTROL POINT TABLE - POINT# ? NORTHING EASTING DESCRIPTION 1 371664.74 3305791.06 FND 3-1/2" BRASS DISK IN CONC "GRANTHAM 1951-2017" 2 422936.63 ? 3301260.76 SET 5/8" IR W/OPC "DCSO CTRL" 3 422963.31 3297312.36 SET 5/8" IR W/OPC "DCSO CTRL" 4 422882.05 3291842.49 SET 5/8" IR W/OPC "DCSO CTRL" 8 422918.18 c 3295417.54 SET 5/8" IR W/OPC "DCSO CTRL" 9 422939.37 3299073.92 SET 5/8" IR W/OPC "DCSO CTRL" 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: 4300OW 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 GNSS REAL-TIME KINEMATIC (RTK) OBSERVATIONS USING CORRECTORS BROADCAST FROM THE ODOT OREGON REAL-TIME GNSS 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. /N893T427E 2629.26'- (N89 5T43"E 2629.19')R6 7L 44Gb 0 711151226M DETAIL A 1" = 60' 1� } 177 4y 4 182 �S6?�3, - 1� �-4 2. �¢ � S88'11'59*W 142.14' �Ol F Z C1/4 S27 46 57"E 47.24!--�/ 180 TUMALO ROAD (S27 48'56-E 47.20')R7 179 DETAIL B 1"=10' TUMALO ROAD (N88'E 10.27)R6 (N88'29'04"E 10.24')R8 _ 211 N8820'261 10.227 210 S895T42"W S8959'51'E G1/4 10.22' ROAD PI BEARS NOO 00'09"E 0.30' FROM CENTER SECTION LINE MONUMENT TABLE - 0 �RN a ;,F- L B k! +� 3 166 �1�j E S co T16S R12E p 1/4 29 28 c!� 1994 <v G.p` PLS2282 Fy0R"S 0 LEGEND jjj -& %j � 126 .9 1328.78' (1328.95)R3 N8958728"E 1318.7S- (1318.34')R3 N8959'18"E 2647.50' ()R3 N89-59'52-E 2647.49' S S ( TI 99 X 161=714 167 G�v6SR2Eo T� 4v 1/4 -.4 28 28 27 tj 1996 �v G.Q` PLS2282 FYOR'S o FOUND MONUMENT AS NOTED IN MONUMENT TABLE, SEE REFERENCED OCRR FOR FURTHER INFORMATION FOUND MONUMENT AS NOTED IN MONUMENT TABLE. Q FOUND MONUMENT AS NOTED IN MONUMENT TABLE, UNDER ASPHALT, SET 6" MAG SPIKE WITH 1-12" STEEL WASHER MARKED "DCSO" FLUSH WITH SURFACE OF NEW PAVEMENT AT POSITION OF FOUND MONUMENT 0 SET 518" REBAR W/ 1AfZ ALUMINUM CAP INSCRIBED "DESCHUTES CO REF MOW Q SET CONTROL POINT AS NOTED IN CONTROL TABLE IR IRON ROD YPC YELLOW PLASTIC CAP OPC ORANGE PLASTIC CAP W/ WITH FND FOUND DCOR DESCHUTES COUNTY OFFICIAL RECORDS DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE POE POINT OF ENTRY POINT # ; NORTHING = EASTING = MONUMENT DESCRIPTION ; REFERENCE :......................... ; REMARKS :........................................................................................................... . ............. 126 ....:...................... 422908.19 ...................... ......................................................................................... 3298590.28 FND 5/8" IR CS01931 ' DROVE DOWN BELOW GRINDING, RESET AT SURFACE ....................................................................................................................................................... 166 422906.49 : 3294632-24 : FND 3" BRASS DISK IN MON WELL ....................................---...------....------------.................................................................... = OCRR 1560 NOT IMPACTED, MARKED AS SHOWN, NEW OCRR PENDING 167 422908.78 c 3299909.00 :...................... FND 3-1/4" BRASS DISK IN MON WELL c OCRR 1380 c NOT IMPACTED, MARKED AS SHOWN, NEW OCRR PENDING .................. 177 ...................... 422941.00 ......................................................................................... ; 3292029.31 FND 518" IR W/YPC "BARTER SURVEYING" :................... ................................................................................................................. CS19257 179 = 422844.72 3292006.58 ? -----------------------------------------------------------------------------------------------------------------=------------------------- FND 5/8" IR W/YPC "LS 2527" CS17972 - ------------------=---------------------- 180 422853.20 - 3292048.78 , FND 5/8" IR VVNPC "LS 2527" CS17972 ----------------------------------------------------------------------------------------------------------- .........................................:......................:.........................................................................................:.........................: 182 422886.51 3291984.56 FND 518" IR CS01949 ........................................................................................................... = DROVE DOWN BELOW GRINDING, RESET AT SURFACE 192 422900.82 ' 3302528.65 FND 5Ar IR CS01919 MONUMENT DESTROYED, RESET AT SURFACE 194 422874.62 : 3302528.77 : FND 3/4" SPIKE IN 3-12" PVC W/CONCRETE RDCC 635 197 c 422896.81 :...................... 3303845.63 :...................... :.......................................................................................... FND 5/8" IR W/DAMAGED YPC CS13154 c MONUMENT DESTROYED, RESET AT SURFACE : .................. 210 c 422908.54 c 3297271.72 c :...................... :......................................................................................... FND 51W IR DIRECTLY BELOW POINT 110 .......................... c OCRR 1905 :......................... ........................................................................................................... ? PRESERVED, INSTALLED MON WELL, NEW OCRR PENDING :........................................................................................................... ..................:...................... 211 ? 422908.25 = 3297261.50 FND 5J8" IR IN CONC DIRECTLY BELOW POINT 111 OCRR 1905 = PRESERVED, INSTALLED MON WELL, NEW OCRR PENDING 297 422897.02 :...................... 3303845.39 :...................... :......................................................................................... FND 3/4" SPIKE BENT, TIED SPIN HOLE UNKNOWN :......................... DOWN 1.9, NOT RESET, CS01919 CALLS SET 12" BOLT :........................................................................................................... .................. 303 = 422922.85 3302568.94 : SET REFERENCE MONUMENT AS PER LEGEND - REFERENCE TO 192 304 422934.07 :...................... ; 3302495.50 = :...................... :......................................................................................... SET REFERENCE MONUMENT AS PER LEGEND - :......................... = REFERENCE TO 192 : .................. 305 ; 422881.27 : 3302503.25 : SET REFERENCE MONUMENT AS PER LEGEND - ........................................................................................................... REFERENCE TO 192 ..................: 306 ...................... : 422874.77 :...................... :...................... :........................................................... : 3302534.96 = :...................... :......................................................................................... _............................ SET REFERENCE MONUMENT AS PER LEGEND :......................... ', - :......................... ;...........................................--------------------...................-----.....---...---...... ; REFERENCE TO 192 :........................................................................................................... .................. 329 422904.80 3301218.62 FND 5/8" IR CS01931 :DROVE DOWN BELOW GRINDING, RESET AT SURFACE *110 FOUND 2-ALUMINUM CAP IN ASPHALT, FLUSH WITH SURFACE STAMPED "1926 PI 120+81.6 2012 LS2390", SET PER OCRR 1905. MONUMENT WAS LOCATED DIRECTLYABOVE MONUMENT 210 MONUMENT 110 WAS REMOVED, WHILE SUBSURFACE MONUMENT 210 WAS PRESERVED WITH AN INSTALLED MONUMENT WELL NEW OCRR PENDING. *111 FOUND MAG NAIL WITH 1-114" DIAMETER BRASS WASHER STAMPED 'DCRD", SET PER OCRR 1905 MONUMENT WAS LOCATED DIRECTLY ABOVE MONUMENT 211. MONUMENT 111 WAS REMOVED, WHILE SUBSURFACE MONUMENT 211 WAS PRESERVED WITH AN INSTALLED MONUMENT WELL NEW 0CRR PENDING. DESCHUTES COUNTY SURVEYOR'S OFFICE 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 PROJECT f. W66159 DATE:10-20-2025 IDRAWN BY: JDP ICHECKED BY: JKD, KRS FILE NAME: J-.CAD Pro' cts Surve 'n W66159 Paving of Tumalo Rd dw W66159 ROS.dw o W Lu tp N Li 6� Li 6ry pp g :R o o o 167 1 MA R?' (S89 48 56 E 1309.68)R3 - - (1309.8S)R1 - - I - �. 329 w • N N . S89 49'33"E 2619.66' Q � 0 m (S89 49'09"E 2619.65)Rl I cn 71 X 161227CB 1 N SCALE: 1 "= 500 FEET I rn 500 0 100 250 500 `= ORIGINAL PAGE SIZE: Ur X 24" 1� `GRANTHAM" DCSO REFERENCES ()R1 RECORD INFORMATION PER SURVEY CS01919, BY NORMAN NEWTON, PLS 654, DATED ON15/1967, DCSO. ()R2 RECORD INFORMATION PER SURVEY CS01949, BY NORMAN NEWTON, PLS 654 DATED JANUARY 1969, DCSO. ()R3 RECORD INFORMATION PER SURVEY CS01931, BY GEORGE COOK, PLS 540, FILED 09241198Z DCSO. ()R4 RECORD INFORMATION PER MINOR LAND PARTITION MP-86-21 (CS01948), BY JEFF KERN, PLS 1081, FILED 01/2311987, DCSO. ()R5 RECORD INFORMATION PER SURVEY CS13154, BY RUSSELL KARL JR., PLS 2257, FILED 01/08/1998, DCSO. ()R6 RECORD INFORMATION PER OREGON CORNER RESTORATION RECORD RECORD 1905 (OCRR 1905), BY MICHAEL BERRY, PLS 2390, DATED DECEMBER 2015, DCSO. ()R7 RECORD INFORMATION PER SURVEY CS19257, BY JAMES PERRY, PLS 2407, FILED 11=16, DCSO. ()R8 RECORD INFORMATION PER SURVEY CS21486, BY JOHN HAGLUND, PLS 55022, FILED 021282025, DCSO. ()R9 RECORD INFORMATION PER SECTION CORNER DESCRIPTION CARD (RDCC 635), BY DESCHUTES COUNTY ROAD DEPARTMENT (UNOFFICIAL RECORD), DATED 0425/1989, CIRCA 1980 CORNER REFERENCES, DESCHUTES COUNTY ROAD DEPARTMENT ENGINEERING VAULT. PURPOSE: THE PURPOSE OF THIS SURVEY WAS TO SURVEY THE EXISTING MONUMENTS THAT WERE WITHIN THE LIMITS OF THE GRINDING AND REPAVING OF TUMALO ROAD AND REPLACING IMPACTED MONUMENTS PURSUANT TO ORS 209.150(1). THIS SURVEY IS NOT INTENDED TO BE A CENTERLINE OR RIGHT-OF-WAY RETRACEMENT. RESEARCH: WE RESEARCHED ALL OF THE SURVEYS OF RECORD WITHIN THE LIMITS OF THIS PROJECT TO DETERMINE WHERE RECORD MONUMENTS FELL A PRE -CONSTRUCTION FIELD SEARCH WAS CONDUCTED TO TIE THE EXISTING MONUMENTS. WE FOUND TWELVE (12) MONUMENTS IN THE EXISTING ASPHALT WITHIN THE PROJECT AREA WHERE GRINDING DEPTH WAS PLANNED TO BE AT A MINIMUM THE FOUND MONUMENTS WERE DRIVEN DOWN BELOW THE PLANNED GRINDING DEPTH, WHERE GRINDING DEPTH WAS GOING TO BE GREATER, THE MONUMENTS WERE LEFT TO THEIR FATE_ SEE MONUMENT TABLE FOR DETAILS. REFERENCING PROCEDURES: PRIMARY PROJECT CONTROL POINTS WERE ESTABLISHED ON SITE USING COMBINED ORGN RTKAND STATIC OBSERVATIONS. FOR STATIC PROCESSING, BASELINES WERE PROCESSED FROM ORGN BASE BNDM AND FROM CONTROL POINT GRANTHAM (1) LOCATED AT THE DESCHUTES COUNTY SURVEYOR'S OFFICE, AS WELL AS BETWEEN THE PRIMARY CONTROL POINTS. SECONDARY PROJECT CONTROL (NOT SHOWN) AND MONUMENT OBSERVATIONS WERE TIED USING COMBINED ORGN RTKAND STATIC OBSERVATIONS WITH BASELINES PROCESSED FROM THE PRIMARY CONTROL POINTS. OBSERVATIONS ON MONUMENTS USING A ROBOTIC TOTAL STATION WERE ALSO USED FROM SECONDARY CONTROL A LEAST SQUARES CONTROL NETWORK ADJUSTMENT WAS PERFORMED TO FINALIZE THE COORDINATES OF THE PROJECT CONTROL AND MONUMENT TIES. NOT ALL SECONDARY CONTROL POINTS ARE SHOWN ON THIS SURVEY AS THEY WERE TEMPORARY IN NATURE. REMONUMENTATION PROCEDURES: AFTER THE COMPLETION OF THE GRINDING AND REPAVING, 6" MAG SPIKES WITH WASHERS WERE SET FLUSH AT THE SURFACE OF THE NEW ASPHALT AT THE POSITION OF THE FOUND MONUMENTS, USING TRADITIONAL GNSS RTK METHOD WITH AN ONSITE GNSS BASE SET ON PRIMARY CONTROL POINTS. A TOTAL OF FIVE (5) MONUMENTS WERE RESET, TWO (2) MONUMENTS WERE NOT IMPACTED, TWO (2) SURFACE MONUMENTS WERE REMOVED WHILE THEIR TWO (2) SURFACE MONUMENTS WERE PRESERVED, AND ONE (1) MONUMENT IN CLOSE PROXIMITY TO ANOTHER MONUMENT WAS NOT RESET, SEE MONUMENT TABLE FOR DETAILS. DISCLAIMER: NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF FOUND MONUMENTS RELATIVE TO ANY RECORD PROPERTY LINE, SECTION LINE, ROAD RIGHT-OF-WAY OR CENTERLINE, OTHER THAN THE LOCATION AT WHICH IT WAS FOUND AND TIED BY DESCHUTES COUNTY IN JANUARY AND FEBRUARY OF 2025. LOT LINES SHOWN ARE DERIVED FROM COUNTY GIS AND SHOULD BE CONSIDERED APPROXIMATE. FIELD NOTES RECORDED IN DCRD FIELD BOOK244, PAGES 51-68 POST -CONSTRUCTION RECORD OF SURVEY TUMALO ROAD: REPAVING SECTIONS 27, 28, AND 29 T16S, R12E, W.M. DESCHUTES COUNTY, OREGON 31 a rw M E N N 0 N V �V 0 � C 0 w REGISTERED PROFESSIONAL LAND SURVEYOR 0 R E G 0 N MARCH 8, 2016 JACOB D. POWELL 90744PLS RENEWS: 12/312026 SHEET 1 OF 1 C" c" IV � 21ssz