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Home My WebLink AboutSurvey 20699I LOT 33 W I I I I I I I I I I I I �) LOT 19 I LOT 18 I LOT 17 ( LOT 16 I LOT 15 I LOT 14 I LOT 13 I I I ( I I \ O J I p.� 85 06LO, 0+00 BEGIN ( I LOT 54 ( LOT 55 I LOT 56 I LOT 57 I LOT 58 I LOT 59 I LOT 60 LOT 79 I LOT 78 $j LOT 20 LOT 21 LOT 22 o ( I I I I I I I I n I a- LOT 29 / c'� 8 0 I N I I I I I I 1 I 85 O 85 85 + 85 I + 1— ---�-- —�-- --L — 86 I -- L— -- — --1--- Q• C J o Y Y �� 802 T 85 ►� KEYTE ROAD (60) (A D o / N89"55'07"E 730.20' n / LOT 27 C5 • c 86 ' 0 _ 86` O _ S89`59'21 "E 730.20' (R1) 86 = 78.41' 135.45' 269.59' �- 325.26' I- 1 85 \ p 78.40' (R2) 135.43' (R 1) 269.57' (R 1) 325.20' (R 1) Z / h 60, / \ ` ^7 o m 41 l �/ �I j�_* — 801 D / i, / LOT 26 �— 85 / 86 86 O^-N / SNOWCAP ® I �� LOT 25 I I LOT 23 COURT® 160' LOT 24 (60') I PACIFIC CREST 41 Fes-- 60' 4zzDRIVE LOT 53 LOT 46 ( LOT 45 (60') LOT 61 LOT 65 NARRATIVE LOT 78 LOT 77 LOT 76 i 0 U I� d ao I o 0i co !_ I� F- n 0 LOT 75 o, r_� � M r + o � I Y \ �lJ 87 0- O• 86 0 = 5.39'v-C2 z w m o D 803 r I I 86 60' LOT 73 I . I TIMBERLINE LOT 74I I COURT LOT 65 LOT 66 I (60') Alr® I I � I SEE SHEET 2 FOR: LINE TABLE 40' 0 20' 40' 801 CURVE TABLE CONTROL TABLE MONUMENT TABLE SCALE: 1" = 40' � 2 LOT 1 87 KEYTE ROAD (60') : 1 1 +48.07 END LOT 1 0 REFERENCE SURVEYS: (Rl) CS12895 — MOUNTAIN PEAKS, PHASES III & IV (R2) CS18436 — OBSIDIAN RIDGE, PHASES I & II (R3) CS18100 — RECORD OF SURVEY FOR OBSIDIAN RIDGE, PHASES I & II THE PURPOSE OF THIS SURVEY, PERFORMED AT THE REQUEST OF THE CITY OF BEND, IS TO PRESERVE AND PERPETUATE THE LOCATIONS OF EXISTING MONUMENTS DURING STREET REPAVING IN ACCORDANCE WITH ORS 209.155. UPON CONSULTATION WITH THE DESCHUTES COUNTY SURVEYOR, IT WAS DECIDED THAT WHEN WE RECOVERED MONUMENTS BEFORE THE GRIND INLAY/OVERLAY, THAT WE WOULD HAMMER DOWN THE MONUMENTS A FEW TENTHS OF A FOOT INTO THE PAVEMENT, SO THE MONUMENTS WOULD NOT BE DISTURBED DURING THE REPAVING. AFTER PAVING WAS COMPLETED, S&F VERIFIED THE MONUMENT POSITIONS BY STAKING OUT EACH MONUMENT AND SEARCHING WITH A METAL DETECTOR, NOTING THE CUT IN ELEVATION FROM THE ORIGINAL MEASUREMENT. FOUND CENTERLINE MONUMENTS ARE BURIED UNDER A LIFT OF NEW ASPHALT. WE RESEARCHED ALL OF THE SURVEYS OF RECORD WITHIN THE LIMITS OF THIS PROJECT TO DETERMINE WHERE RECORD MONUMENTS FELL WITHIN THE EXISTING PAVEMENT. MONUMENTS WERE VISITED IN APRIL 2021, AND ROAD REPAVING WAS COMPLETED JULY 2021. NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THESE MONUMENTS RELATIVE TO ANY RECORD PROPERTY LINES OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND AND TIED OR REPLACED. THE PLATS AND ROADS SHOWN WERE NOT RETRACED, AND THE CENTERLINES AND STATIONING SHOWN ARE FOR SHOWING THE RELATIONSHIP OF MONUMENTS TO EACH OTHER, AND ARE NOT TO BE CONSIDERED DEFINITIVE RETRACEMENTS OF THOSE PLATS AND ROADS. THIS SURVEY IS ONE OF A NUMBER OF SIMILAR SURVEYS COMPLETED BY S&F CONCURRENTLY FOR ROAD REPAVING PROJECTS ACROSS THE CITY OF BEND. BASIS OF BEARINGS/HORIZONTAL DATUM: BEARINGS AND COORDINATES ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), PUBLISHED BY THE DESCHUTES COUNTY SURVEYOR. HORIZONTAL DATUM IS NAD83(91), WHICH WAS OBTAINED THROUGH A MOLODENSKY TRANSFORMATION OF NAD83(2011) CPS OBSERVATIONS FROM THE ORGN BASE STATION 'BNDM'. COORDINATES OBTAINED FROM THE COCS ARE GROUND COORDINATES, AND DISTANCES ARE INTERNATIONAL FEET. PROCEDURE/ EQUIPMENT: FIELDWORK PERFORMED APRIL, 2021. REAL—TIME KINEMATIC (RTK) OBSERVATIONS (COLLECTED USING TRIMBLE R10 GNSS RECEIVERS) AND TRAVERSE DATA (COLLECTED USING A TRIMBLE S7 TOTAL STATION) WERE ADJUSTED USING THE LEAST SQUARES METHOD IN TRIMBLE BUSINESS CENTER (TBC); THE RESULTING RELATIVE ACCURACY IS IN CONFORMANCE WITH THE PRINCIPLES STATED IN O.R.S. 92.050. DATA WAS REDUCED TO GROUND MEASUREMENTS. SEE "BASIS OF BEARINGS/ HORIZONTAL DATUM" FOR SCALE FACTOR AND COORDINATE SYSTEM DETAILS. X SET CONTROL AS NOTED IN CONTROL TABLE O FOUND MONUMENT AS NOTED IN MONUMENT TABLE W/YPC WITH YELLOW PLASTIC CAP FD FOUND IR IRON ROD MKD MARKED BLOCK NUMBER SEARCHED FOR AND NOT FOUND ® FOUND MONUMENT NO. [FilLE[).(lzL4Lai' RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION KEYTE ROAD LOCATED IN THE SOUTHWEST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON 901 NW CARLON AVE. SUITE 3 BEND, OR 97703 www.sflands.com 541-797-0954 matt.faulkner@sflands.com Z t./ t� and REGISTERED PROFESSIONAL LAND SURVEYOR OREGON --_ JUNE 08, 2009 MATTHEW J. FAULKNER 75618LS RENEWS: 12/31 /21 Calc. By: HTF Date: 09/27/21 Proj No: 2020-157-03 SHEET 1 OF 2 Ft,1111 CS 2 0 6 S-9 KEYTE ROAD MONUMENT TABLE POINT # ALIGNMENT STATION OFFSET NORTHING EASTING ELEVATION DESCRIPTION SURVEY 1850 K 0+00 0.00 394164.35 3305338.60 3529.2 FD 5/8" IR W/ILLEGIBLE YPC CS18100 1851 K 0+00.46 29.96 LT 394186.53 3305358.76 3529.2 FD 5/8" IR WYPC MKD, "HWA" DOWN 0.10' CS18100 1852 K 0+23.11 3 0.0 4 RT 394125.62 3305338.86 3529.0 FD 5/8" IR CS18100 1853 K 0+45.68 0.93 LT 394138.16 3305375.87 3529.5 FD 5/8" IR W/ILLEGIBLE YPC CS18100 1854 K 0+45.88 0.04 RT 394137.23 3305375.54 3529.5 FD 5/8" IR W/ILLEGIBLE YPC CS18100 1855 K 0+77.38 3 0.0 3 RT 394095.31 3305391.41 3528.8 FD 5/8" IR W/YPC MKD "HWA', DOWN 0.10' CS18100 1856 K 1 +51.20 30.05 LT 394133.23 3305478.04 3527.6 FD 5/8" IR, DOWN 0.20' CS18100 1857 K 1 +81.24 0.02 LT 394101.63 3305504.43 3526.3 FD 5/8" IR W/ILLEGIBLE YPC CS18100 1858 K 2+09.84 29.99 LT 394131.63 3305533.00 3526.4 FD 5/8" IR W/YPC MKD "HWA", DOWN 0.20' CS18100 1859 K 2+19.62 3 0.0 5 RT 394071.60 3305542.84 3526.3 FD 5/8" IR W/YPC MKD "HWA" CS18100 1860 K 2+59.77 3 0.0 5 RT 394071.64 3305583.00 3526.2 FD 5/8" IR W/YPC MKD "HWA" CS12895 1861 K 2+59.65 0.01 LT 394101.70 3305582.84 3525.6 FD 5/8" IR W/ILLEGIBLE YPC CS12895 1862 K 3+95.10 0.01 RT 394101.88 3305718.29 3526.4 FD 5/8" IR W/ILLEGIBLE YPC CS12895 1863 K 5+93.31 29.96 LT 394132.12 3305916.45 3527.8 FD 5/8" IR W/YPC MKD "HWA" CS12895 1864 K 6+34.64 3 0.0 2 RT 394072.21 3305957.87 3528.0 FD 5/8" IR W/YPC MKD "HWA', DOWN 0.50' CS12895 1865 K 6+64.68 2.00 RT 394100.27 3305987.87 3527.8 FD 5/8" IR W/ILLEGIBLE YPC CS12895 1866 K 9+54.38 30.01 RT 394072.67 3306277.61 3529.3 FD 5/8" IR W/YPC MKD "HWA", DOWN 0.40' CS12895 1867 K 9+89.93 0.02 LT 394102.75 3306313.12 3528.5 FD 5/8" IR W/ILLEGIBLE YPC CS12895 1868 K 10+58.78 0.00 RT 394111.41 3306381.23 3525.9 FD 5/8" IR W/ILLEGIBLE YPC CS12895 1869 K 10+77.60 0.01 LT 394116.11 3306399.46 3525.0 FD 5/8' IR CS12895 1870 K 11 +36.72 0.04 LT 394124.62 3306457.85 3522.0 FD 5/8" IR W/ILLEGIBLE YPC CS12895 1871 K 1 1 +47.04 0.00 RT 394124.95 3306468.18 3521.4 FD 5/8" IR W/ILLEGIBLE YPC CS12895 1872 K 11 +48.07 3 0.0 8 LT 394155.06 3306468.10 3521.1 FD 5/8' W/YPC MKD 3"HWA" CS12895 *NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN. CONTROL TABLE POINT # ALIGNMENT STATION OFFSET NORTHING EASTING ELEVATION DESCRIPTION 800 K 0+73.03 24.89 LT 394147.192 3305409.975 3529.22 SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL" 801 K 2+55.27 23.37 RT 394078.319 3305578.487 3526.13 SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL" 802 K 5+87.71 23.11 LT 394125.272 3305910.867 3527.84 SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL" 803 K 9+41.72 23.14 RT 394079.524 3306264.940 3530.06 SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL" RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION KEYTE ROAD LOCATED IN THE SOUTHWEST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON CURVE TABLE CURVE # DELTA RADIUS LENGTH CHORD CHORD LEN Cl 41"32'51" 250.00' 181.29' S69`16'57"E 177.34' (R2) 41'32'51 " 250.00' 181.29' S69` 18' 18"E 177.34' C2 14"20'53" 275.00' 68.87' N82'44'40"E 68.69' (R1) 14°20'53" 275.00' 68.87' S82°50' 12"W 68.69' C3 12"19'47" 275.00' 59.18' N81"44'07"E 59.06' (R1) 12`19'47" 275.00' 59.18' N81`49'39"E 59.06' C4 10`30'56" 250.00' 45.88' S53`45'59"E 45.82' (R2) 10*31'19" 250.00' 45.91' S53"47'32"E 45.85' C5 31 `01 ' 14" 250.00' 135.35' S74`32'05"E 133.71 ' (R2) 31`01'12" 250.00' 135.37' S74'33'5711E 133.73' LINE TABLE LINE # BEARING DISTANCE L1 N75'34' 14"E 18.78' (R1) N75`39'46"E 18.78' L2 N87`54'01 "E 10.34' (R 1) S87`59'33"W 10.30' r. [ CH COUNTS SURVEYOR FI ID I Z 7-4 "z BYE - - - 901 NW CARLON AVE. SUITE 3 BEND, OR 97703 www.sflands.com 541-797-0954 matt.faulkner@sflands.com rREGISTERED PROFESSIONAL AND SURVEYOR OREGON JU N E 08, 2009 MATTHEW J. FAULKNER 75618LS RENEWS: 12/31 /21 Calc. By: HTF Date: 09/27/21 Proj No: 2020-157-03 SHEET2,01' 2 04 0 v� i0 CS aos9s-