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HomeMy WebLinkAboutSurvey 21142NARRAT/VE- THE PURPOSE OF TH/S SURVEY /S TO RESOLVE CENTERL/NEAND A PORT/ON SW 1/4 SECTION 8 T 18 S Ill 2E OF THE EX/STING RIGHT-OF-WAY (R/W) OF POWERS RD. FROM BLAKEL Y RD. TO US HIGHWAY 97 BUS/NESS (THE DALLES-CALIFORNIA HIGHWAY) AT THE SE 1 / 4 SECTION 8 T 18 S Ill 2 E REQUEST OF ODOT FOR THE PURPOSE OF PUBLIC IMPROVEMENTS. LOCATED WITHIN SECT/ON 8 TOWNSH/P 18 SOUTH, RANGE 12 EAST WM. BEND OR. TH/S SURVEY /S ALSO USED TO ESTABL/SH A HORIZON T,4L CONTROL NETWORK AND RECOVER AND PERPETUATE THE POS/T/ON OF THE EX/STING MONUMENTSALONG THE ROUTERS REQUIRED BYORS. 209.250(5)(A) AND 209.1 SS(A)(B) THIS SUR VEY WAS PERFORMED FROM MA Y 20, 2022 THROUGHJANUAR Y 5, 2023 BY PARAMETRIX INC. SUR VEY CREWS. THE SUR VEY EQUIPMENT USED FOR THI5 PROJECT WA A TRIMBLE GP5 R I2 AND A TRIMBLE ROBOTIC TOTAL 5TATION57. POWERS ROAD CENTERLINE. - THE CENTERLINE OF POWERS ROAD WAS CALCULA TED BASED ON HOLDING MONUMENT 7 003 PER CS 7 9946 (R 7 5) AND CENTERLINE GEOMETR Y BASED ON CS 72209 (R6). HELD MONUMENT 7 003 AS THE PIVOT POINT AND ROTA TED TO A POINT 30 FEET TANGENT TO AND SOUTH OF POINT A' BEING THE CA L CULA TED POSITION OF A FORMER 518" IRON ROD WITH 2'ALUMINUM CAP MARKED "DESCHUTES COUNTYPUBLIC WORKS, LS 2214" A T THE MOST SOUTHERL Y MONUMENT AS SHOWN ON THE NORTHERL Y RIGHT -OF -WA Y OF POWERS ROAD, ALSO BEING THE WESTERL Y RIGHT -OF - WA Y OF HIGHWA Y 97 BUSINESS (SOUTH 3RD STREET) AS SHOWN ON CS 79785 (R 74). SAID POINT A' WAS CALCULA TED BY HOLDING THE RECORD ANGLEAND DI5TANCEA5SHOWN ON CS 79785 (R74). THE STATIONING FOR POWERS ROAD WAS CALCULATED BASED ON ODOT MAP IA-22-22 (RI) AND C514250 (R8). APPROX. NW 1 /4 SECTION NORTH - SOUTH RZW OF POWERS ROAD: THE NORTH AND SOUTH R/W OF POWERS ROAD WAS CALCULATED BY APPROX. SW 1 /4 SECTION HOLDING A 30 FOOT OFFSET NORTH AND SOUTH PER CS 72209 (R6) FROM THE CALCULATED CENTERLINE, EXCEPT WHERE ODOT R/W HAS BEEN ESTABLISHED AND EXCEPT THE SOUTH R/W OF POWERS ROAD, WEST OF THE ON -RAMP TO THE SOU THSOUND LANE OF BEND PARKWA Y. ALSO EXCEPT THE NORTH RI OF POWERS ROAD BETWEEN STA TIONS 32f 80.66 AND 34f45.95 WHERE 25 FOOT R/W WAS HELD PER DEED TO DESCHUTES Pt COUNTY RECORDED NOVEMBER 4, 7992 IN BOOK 287 PAGE 7294. n CENTERLINE AND RZW OF BEND PARKWA THE CENTERLINEAND R/W OF BEND PARKWA Y WAS CALCULA TED BY HOLDING THE GEOMETRYPER ODOT MAP IA-22-22 (RI) AND C5 74250 (R8). HEL D MONUMENT 7 0 7 5 PER C5 03824 (R3), BEING POINT 2 7 4 7 ON ODOT MAP IA-22-22 AND ROTATED GEOMETRY TO THESOUTHWE5T CORNER OF SECTION 8, MONUMENT 10 7 7 PER 08895 (R 1), POINT NOT GI VEN A POINT NUMBER ON SAID ODOT MAP. THIS RESOLUTION AGREES WELL WITH THE 5TA TION AND OFFSET FOR MONUMENT 7595. RECORD 5TA TIONING WA USED FOR THE CENTERLINE SOUTH R Z W OF POWERS ROAD, WEST OF THE ON -RAMP TO THE SOUTHBOUND LANE OF BEND PARKWA Y.- THE SOUTH R/W OF POWERS ROAD, WEST OF THE ON -RAMP TO THE 5OUTHBOUND LANE OF BEND PARKWA Y WAS CALCULA TED AS A 35 FOOT OFFSET FROM THE PRE VIOUSL Y CALCULA TED CENTERLINE OF POWERS ROAD PER C5 17356 (R 11). SURVEY REFERENCES 0 tW X O oC IZ a. a REFERENCE NUMBER SURVEY SURVEYOR DATE 1 ODOT DRG 1 A-22-22 FEBRUARY, 1998 2 CS 03823 MICHAEL W. TYE FILED JULY 16, 1980 3 CS 03824 PP 1990-13 MICHAEL W. TYE FILED MARCH 21, 1992 4 CS 05802 PLAT OF BLAKLEY HEIGHTS ROBERT B. GOULD FILED OCTOBER 16, 1922 5 CS 06946 DUNCAN HEIGHTS MICHAEL W. TYE FILED MARCH 23, 1979 6 CS 12209 PETER A. MANLEY FILED MAY 31, 1995 7 CS 13994 MT. BACHELOR PLAZA BRIAN W. REEVES FILED APRIL 5, 2000 8 CS 14250 JULES R. WETZEL FILED NOVEMBER 6, 2000 9 CS 16140 PORTER JAMES MICHAEL W. TYE FILED NOVEMBER 1, 2004 10 ICS 17707 PANIEL E. WOBBE FILED APRIL 30, 2008 11 ICS 17356 iDAVID R. WILLIAMS FILED JUNE 6, 2007 12 CS 18499 DAVID R. WILLIAMS FILED MARCH 8, 2013 13 CS 19177 DANIEL T. BURTON FILED AUGUST 26, 2016 14 CS 19785 PATRICK GAGE COLE FILED OCTOBER 25, 2018 15 CS 19946 MICHAEL J. BERRY FILED JUNE 19, 2019 16 CS 08895 PINEBROOK PHASE 1 GEORGE J. COOK FILED AUGUST 1, 1974 17 CS 11724 TOM BLUST FILED JANUARY 13, 1994 SHEET LAYOUT DIAGRAM NOT TO SCALE SHEET INDEX: 1. NARRATIVE, REFERENCES, SHEET LAYOUT 2. CONTROL NETWORK, BASIS OF BEARING 3. POWERS ROAD WEST 4. POWERS ROAD EAST REGISTERED PROFESSIONAL LAND SURVEYOR _ i�ir `4 .,. A r M, DESCHUTES COUNTY SURVEYOR OREGON • ••: • FILED o: • / . �. Para etrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW. PARAM ETRIX.CO M (3 2 1 142--- RENEWS: 12-31-2024 BASIS OF COORDINA TES THE COORDINA TES AND BEARINGS ARE NAD83(207 7) EPOCH 207 0. 00 USING THE OREGON REAL- TIME CPS NETWORK (ORGN). COORDINA TES ARE PROJECTED USING THE OREGON COORDINA TE REFERENCE SYSTEM (OCRS) BEND-REDMOND-PRINEVILLE ZONE, INTERNATIONAL FEET WHERE GRID COORDINATES CLOSEL Y MA TCH GROUND DISTANCES. THE BASIS OF BEARINGS IS N89'56'0I "E, 670.97 FEET BETWEEN SET CPS POINTS 3 AND 6. HORIZONTAL CONTROL THE CONTROL FOR THIS SURVEY WAS ESTABLISHED BY USING THE OREGON REAL - TIME CPS NETWORK (ORGN). SW 1 /4 SECTION 8 T18S Ill 2E SE 1 /4 SECTION 8 Tl 8S Ill 2E 2 3 BASIS OF BEARING N8905607'01 "E 670. 97.1 CONTROL NETWORK SCHEMATIC NOT TO SCALE COUNTYDESCHUTES R LED O$ /Z By.. Cv ids' III I'M -NIWA� I mmij NETWORK POINT COORDINATE TABLE RPC = RED PLASTIC CAP PT. N0. NORTHING EASTING DATE SET DESCRIPTION 1 193912.04 244878.25 5/20/2022 5/8" REBAR WITH RPC "PARAMETRIX CONTROL" 2 193978.00 244732.12 5/20/2022 MAG NAIL 3 193976.42 244889.56 5/20/2022 MAG NAIL 4 193968.90 245705.10 5/20/2022 5/8" REBAR WITH RPC "PARAMETRIX CONTROL" 5 193908.33 245772.24 5/20/2022 MAG NAIL 6 193977.20 245560.53---4 5/20/2022 MAG NAIL 0 LEGEND SET GPS STATION LINES OF OBSERVATION REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 4 5 Para etrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAMETRIX.COM CS 21142- RENEWS: 12-31-2024 7 uE'b TRACT 5 Nj "-4 BLAKLEW ;0 HEC OHUS O p w ti ti \ ' 4�' DEED TO DESCHUTES COUNTY 287 o - 7294-92 O (165.24 R73) 1 1001 165.29 M 1015, rK PARCEL 7 kAj 0 PARCEL 2 SW 1 /4 SECTION 8 T18S Ill 2 E PDX 0 000 r&- -00- \- 00' 'P Oregon Department of \ \ Transportation 347- 7 7 97--94 Oregon Department of ; 7997-030757 N :i�- z Transportation o A n L V 365-8-95 LLD)LIE (7 995-003544) TRACT 4 TRACT 3 H [E � (3 H Ir 3 ;Q ov t� i ,---------� �1 o °° ; Oregon Department of �. y-Joao ' ,------------- ti o ----------------- (S88°55'15"ERI,RB)___________-- `^ 589 025'7 3 "E i 589 °26'18 "E Transportation O .��s. 320- 7397 -93 <P,P w ,�J k; X�.�o (7993-042324) x�so I'� ,o') *2\ 3 o \\ ----- --589°25'48'E----!-------------------------------- \ - - -- POWERS RD. Z 1 oo3T" (S88°5ER6)(3001 R15) ---------....- ---- (589°2723TR77) (S88°553YER6) Fow� (S88°55`03"ER6) - -----------�6X(S89 2754 ;E R 73)-----zs.-�------------------------\- - / \ \--\------1(S88°55'15ERI,RS)------------------- 66- --- o, o \ \ 55, KVVA 6�-41594 ---------------------------------------------------------------- - - - - -- 10020,41. goPyll B20H0666F P00D 073 PpR % BENp '�� ti ti .0 W � p i j�:�� \ \ LJ.. 17 o = O �� \ <v �,rs' 1017 , x Os W \ \ �J \ \ Q" SW CORNER SECTION 8 m=O \ \ ,� 4 �(/ \ \ J 2 i" BRASS CAP "T18S ' R1 �E21974 LS 540" E21 431621.42 1 /6\ \ 4Q S008895 Q s�o R16 6S T 18S p KWL (�- 'Q��oo Q L�E 0 5 9 5 R12E 7 8 , \ TRA CT 29 w TRACT 28 �X 00 • 00 18 17 , \ o'f'� \\ ' 9L&lwr\\L�W 1674 RECOVERED MONUMENT TABLES POWERS ROAD YPC = YELLOW PLASTIC CAP CS = COUNTY SURVEY POINT NUMBER STATION OFFSET NORTHING EASTING DATE DESCRIPTION 1000 34+45.95 25.07' LT 193976.18 244440.40 5/20/2022 5/8" REBAR WITH YPC "SCE&S", CS 19177 RI 1001 32+80.66 24.97' LT 193977.76 244275.12 5/20/2022 5/8" REBAR WITH YPC "SCE&S" CS 19177 Rl 3 1002 36+97.78 29.85' RT 193918.79 244691.66 5/20/2022 LEAD AND TACK WITH BRASS WASHER "HWA", UNKNOWN ORIGIN 1003 32+60.70 0.00' 193952.99 244254.90 5/20/2022 2" ALUMINUM DISK FLUSH IN ASPHALT, CS 19946 R1 5 1015 34+45.88 29.95' LT 193981.07 244440.38 1 /5/2023 1 /2" IR DOWN 0.8', CS 03824 R3 1 594 32+90.36 34.00' RT 193918.69 244284.22 6/10/2022 FOUND NAIL FLUSH IN GROUND, UNKNOWN ORIGIN BEND PARKWAY POINT NUMBER STATION OFFSET NORTHING JEASTING DATE IDESCRIPTION 1595 387+80.01 �224.96' RT 193706.16 244739.27 6/10/2022 5/8" REBAR BENT SW DOWN 0.81, CS 17356 RI 1 Parametrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAMETRIX.COM !DESCHUTES COUNTY SURVEYG�- M O \ LEGEND \ RECORD DATA AS NOTED MEASURED DISTANCE BETWEEN MONUMENTS FOUND MONUMENT NOTED IN TABLE SET G PS STATION RESOLVED RIGHT-OF-WAY UNRESOLVED PROPERTY LINE/ RIGHT-OF-WAY LINE - - - - - - - - - - - HISTORIC RW/SUBDIVISION LINES ------ CALCULATED TIE TO ALIGNMENT/RW ACCESS CONTROL LINE REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 RENEWS:12-31-2024 H-11C�OC�G�iia i 50 25 0 50 FEET r%3 SW 1 /4 SECTION 8 T18S Ill 2E SE 1 /4 SECTION 8 T18S R12E 8 \ ox \ �O Oregon Department of Transportation \s � 347- 7 7 97--94 \ (7994-307 57) \ \ cl. B L A K L F= V TRACTS Qz C_LL. 0-0, z \ L1J GO \ m:Dz \\ O \ O \\ V 0 ti C3dpG3[�C�57 HED3HUS TRACT 2 L = 757°76'56"HELD CALCULATED POINT A' SEE NARRA T/VE ti (j, O O 1091 ti M O LEGEND RECORD DATA AS NOTED MEASURED DISTANCE BETWEEN MONUMENTS FOUND MONUMENT NOTED IN TABLE SET GPS STATION RESOLVED RIGHT-OF-WAY UNRESOLVED PROPERTY LINE/ RIGHT-OF-WAY LINE - - - - - - - - - - - HISTORIC RW/SUBDIVISION LINES ------ CALCULATED TIE TO ALIGNMENT/RW ACCESS CONTROL LINE /1 1� 6 \ �'I 'Q 1014 N54 °3948 T 37. 66' M --------- 4 '��o ---------------------------- (N54 °31 '37"E 37.67' R 14) Z �,9�,9�0 " 589025'48"E--------------------------------------------------------o-�BoX�st�9----------------------------------- o N773103E22.38'CALC------- -r I (N77°22'S2 "E 22. 38' R 7 4) u w 4� ,P (588 °55103 Y R6) -o----��-----,------------------POWE-R.S-RD-------------------------------------------- o TRACT 28 MMCHUTES COUNT, Y SUffi F CAS 3 _ co h Z;i's RECOVERED MONUMENT TABLE YPC = YELLOW PLASTIC CAP CS = COUNTY SURVEY POE = POINT OF ENTRY POINT NUMBER STATION OFFSET NORTHING EASTING DATE IDESCRIPTION 1014 50+14.37 35.05' LT 193970.59 246008.84 6/9/2022 5/8" REBAR WITH YPC "HWA" up 0.2' CS 19785 R14 1088 49+20.98 40.63' RT 193895.84 245914.70 6/10/2022 5/8" REBAR BENT EASTERLY SHOT AT POE DOWN 1.8'1 CS 17707 R1 1089 47+53.63 40.14' RT 193898.00 245747.36 6/10/2022 5/8" REBAR WITH YPC "WH PACIFIC" UP 0.1' , CS 17707 R10 1090 47+15.72 30.15' RT193908.37 245709.55 6/10/2022 3/4" REBAR FLUSH BENT WESTERLY SHOT AT POE, UNKNOWN SOURCE 1091 50+44.87 57.14' LT 193992.37 246039.56 6/10/2022 5/8" REBAR WITH YPC "HWA" CS 19785 R14 ------ (167.7O'R70)_______, ---- N.. OPvJ� �V REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 9, 2021 CHRIS ROBINSON 96451 TRACT 26 50 25 0 50 FEET Para etrix ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES 700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232 P 503.233.2400 WWW.PARAMETRIX.COM RENEWS: 12-31-2024