Loading...
HomeMy WebLinkAboutSurvey 20703\ \ MATCH LINE A I D \ LOT 2 LOT 3 0 bo \ \ 87 • - i 88 I z f 4'� 805 I \ / �A: 4+27.71 PT 88 L2 88 D - G cn < ,I �o z r) z o � p LOT 1 / � v � `i o I < I �w m / N LOT 9 `. A. 2+3 30' 30' 0.29 PC 87 O 87 S: 0+00 BEGIN 0 • ' 00 � Q•, 87 �- 3o, N T Q I A. f20.201 PT 130, e�S A'C I 87 / I q• O UN I X�8 �8 / LOT 8 I / I 87 o 804 l I � I /yam A: 0+00 BEGIN Y �o I LEGEND: SET CONTROL AS NOTED IN CONTROL TABLE 0• FOUND MONUMENT AS NOTED IN MONUMENT TABLE W/YPC WITH YELLOW PLASTIC CAP FD FOUND IR IRON ROD MKD MARKED ® FOUND MONUMENT NO. p SET 1-3/16" BERNTSEN BRASS DISK MKD "SF LAND SERVICES" 40' 0 20' 40' 80' SCALE: 1" = 40' NARRATIVE 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) GPS 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. AZURE DRIVE CONTROL TABLE POINT # ALIGNMENT STATION OFFSET NORTHING EASTING ELEVATION DESCRIPTION 804 A 0+05.75 28.95 LT 384788.76 3302085.10 3656.6 SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL" 805 A 4+50.42 20.80 LT 385120.85 3302353.25 3652.6 SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL" SAVANNAH DRIVE CONTROL TABLE POINT # ALIGNMENT STATION OFFSET NORTHING EASTING ELEVATION DESCRIPTION 805 S 1 +50.82 31.44 LT 385120.85 3302353.25 3652.6 SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL" 806 S 5+14.63 2 5.9 4 LT 385484.69 3302357.06 3649.0 SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL" 807 S 12+73.24 2 5.9 4 RT 386240.33 3302349.77 3638.1 SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL" 808 S 14+71.26 2 3.2 3 LT 386365.04 3302188.27 3633.7 SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL" 809 S 17+31.28 19.55 LT 386629.51 3302155.72 3632.5 SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL" SEE SHEET 2 FOR: SAVANNAH DRIVE SEE SHEET 3 FOR: LINE TABLE CURVE TABLE MONUMENT TABLE RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION SAVANNAH DRIVE & AZURE DRIVE REFERENCE SURVEYS: (R1) CS11964 - PILOT BUTTE PARK DEVELOPMENT PHASES I + VI (R2) CS12349 - PILOT BUTTE BUSINESS PARK (R3) CS13090 - PILOT BUTTE PARK DEVELOPMENT PHASES II + VI (R4) CS18811 - REMONUMENTATION OF RECORD CENTERLINE MONUMENT LOCATED IN THE NORTHEAST 1 /4 OF THE SOUTHWEST 1 /4 AND THE SOUTHEAST 1 /4 OF THE NORTHWEST 1 /4 OF SECTION 34, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON DESCHUTES ciouNrY SURVEYOR � � Z Zou �Y, c�ccp►w 901 NW CARLON AVE. SUITE 3 BEND, OR 97703 www.sflands.com 541-797-0954 matt.faulkner@sflands.com LAl !-±T. REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JUNE 08, 2009 MATTHEW J. FAULKNER 75618LS RENEWS: 12/31 /21 Calc. By: HTF Date: 09/28/21 Proj No: 2020-157-03 SHEET 1 OF 3 c$ 2O7Q3- r � S: 19+54.42 END \ \ LOT 24 ; I \ �• LOT 7 / 0 89 =o 806 Q (0 LOT 15 cl LOT 8 Z / ,l/ + Z LOT 14 �60 — — ---�) cn (— ►.� Tr ,o� �F, �O \ NOTE: ALIGNMENT DATA FOR N E LI N N EA •O �S�' �NT I �� / NN \ SAVANNAH DRIVE, " ALIGNMENT S DRIVE 88 ( x9S / �/ BETWEEN STA. 5+50 AND STA. 6 O �� .0 / 12+22.76 IS NOT SHOWN ,o p HEREON. MONUMENTS WERE I I LOT 16 LOT 13 I / 'SOT NOT SEARCHED FOR BETWEEN ([MD Ve — — y LOT 10 F<F THESE STATIONS DUE TO NO 30' • pyq GRINDING OF ASPHALT. 30' ( 89 •l\ 1 89 \ 40' 0 20' 40' 80' i 9 I \ SCALE: 1" = 40' 809 LOT 9 I LOT 17 89 0 \ z LOT 19 89 0 � �. � z _ o F \ LOT 11 o cn cn J 30, COn� 30' 0 o �c I LOT 18 CA00 LOT 12 \ S: 2+79.9 3 PI \ \ LOT 2 LEGEND: SET CONTROL AS NOTED IN CONTROL TABLE q z 0• FOUND MONUMENT AS NOTED IN MONUMENT TABLE \ LOT 3 o � W/YPC WITH YELLOW PLASTIC CAP m N LOT 4 / FD FOUND IR IRON ROD 15+�3 52 P 89 MKD w 5 LOT 1 MARKED LOT 3 0 FOUND MONUMENT NO. f v V I MATCH LINE A `- - p SET 1-3/16" BERNTSEN BRASS DISK MKD W LOT 1 S: 14+96.17 PC / "SF LAND SERVICES" 00 AkOT \ 60..co / + 87 I OF QV LOT 5 A F� rE p 88 / J� - _ LOT 4 805 Q , �SFMFI�/TREC O 6, Gp \ A 4+ 2 1 7.7 PT 0 89 �0 .0 �' 60, P A 88 L2 0 88 /!� 808 / o�LF��rTF A Op A I / 89 � �5.00' (R3) 'y�sFMF/VjR� D LOT 2 ® 0 S \ _-- — I � zz D S: 14+28.15 PI 88 \ LOT 5 \ o Z o Z 04 J O� \ cO < T LOT 6 O• cos `'O \ N LOT 9 30' 30' ASS p(J _ ZACHARY COURT \ �� / REGISTERED '9R�F (60') \ ,gyp s / PROFESSIONAL po0 zD0 \f DESCHUTES COUNTY SURVEYORLAND SURVEYOR 8 \ Q �Z ZZ ZOZ� O .� S. 0+00 BEGIN I �� �•\` x�,`L' LOT 6 F� OREGON 0 + LOT 32 \ �� r'� I �`L JUNE 08, 2009 , MATTHEW J. FAULKNER 75618LS RENEWS: 12/31 /21 RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION Callc. By: HTF SAVANNAH DRIVE 8c AZURE DRIVELandDate: 09/28/21 LOCATED IN THE NORTHEAST 1 /4 OF THE SOUTHWEST 1 /4 AND THE SOUTHEAST 1 /4 OF THE NORTHWEST 1 /4 OF SECTION 34, Proj No: 2020-157-03 901 NW GARCON AVE. SUITE 3 TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON BEND, OR 97703 www.sflands.com SHEET 2 OF 3 541-797-0954 matt. foulkner@sflan ds.com �);rl �$ 2A1D3- SAVANNAH DRIVE MONUMENT TABLE POINT # ALIGNMENT STATION OFFSET NORTHING EASTING ELEVATION DESCRIPTION SURVEY 1879 S 1 +60.17 5 4.2 7 LT 385130.10 3302330.37 3652.3 FD 5/8" IR W/YPC MKD "HWA" DOWN, 0.10' CS12349 1880** S 1 +60.07 29.95 LT 385130.11 3302354.69 3652.8 FD 5/8" IR CS12349 1881 S 1 +30.10 54.16 LT 385100.03 3302330.63 3651.5 FD 5/8" 1 R CS 12349 1882 S 1 +30.02 0.00 LT 385100.20 3302384.78 3652.7 FD 5/8" IR W/ILLEGIBLE YPC CS12349 1883 S 4+72.14 0.03 LT 385442.32 3302383.17 3648.8 FD 5/8" IR W/ILLEGIBLE YPC CS13090 1884** S 4+42.22 29.98 LT 385412.26 3302353.36 3649.5 FD BRASS SCREW CS13090 1885** S 5+02.14 2 9.9 9 LT 385472.18 3302353.07 3649.2 FD BRASS SCREW CS13090 1886 S 14+34.21 91.56 LT 386293.56 3302157.71 3635.8 FD 5/8" IR W/ILLEGIBLE YPC CS13090 1887 S 14+28.28 49.94 LT 386314.76 3302194.02 3634.4 FD 5/8" IR W/ILLEGIBLE YPC CS13090 1888 S 14+23.18 0.13 RT 386341.84 3302236.43 3634.0 FD 5/8" IR W/ILLEGIBLE YPC CS13090 1889 S 14+96.24 0.13 RT 386399.12 3302191.07 3632.6 FD 5/8" IR W/ILLEGIBLE YPC CS13090 1890 S 15+73.65 0.11 RT 386467.45 3302155.83 3631.9 FD 5/8" IR CS13090 1891 S 14+96.23 29.89 LT 386380.48 3302167.54 3632.7 FD 5/8" IR W/YPC MKD "HWA" CS13090 1892 S 14+58.37 2 9.7 8 LT 386350.86 3302191.14 3634.1 FD 5/8" IR W/YPC MKD "HWA" CS13090 1893 S 14+62.92 83.14 LT 386321.29 3302146.49 3636.1 FD 5/8" IR W/YPC MKD "HWA" CS13090 1894 S 16+99.82 101.68 LT 386626.15 3302064.24 3630.2 FD 5/8" IR W/ILLEGIBLE YPC CS11964 1895 S 17+07.17 45.02 LT 386615.20 3302120.71 3631.0 FD 5/8" IR W/ILLEGIBLE YPC CS11964 1896 S 17+07.13 5.09 LT 386600.17 3302157.70 3632.1 FD 5/8" IR W/ILLEGIBLE YPC CS11964 1897 S 17+95.19 0.03 LT 386670.12 3302212.09 3633.1 FD 5/8" IR CS11964 1898 S 18+19.97 2 9.9 2 RT 386664.95 3302250.62 3632.7 FD 5/8" IR W/YPC MKD "HWA" CS11964 1899 S 19+54.42 0.11 LT 386778.30 3302328.94 3632.1 FD 5/8" IR W/ILLEGIBLE 2" ALUM CAP CS18811 2002 S 0+00 0.00 384970.18 3302385.39 3650.5 FD 5/8" IR CS12349 *NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN. **NOTE:ORIGINAL MONUMENT DESTROYED AND REPLACED WITH A 1-3/16" BERNTSEN DISK MKD "SF LAND SERVICES" AZURE DRIVE MONUMENT TABLE POINT # ALIGNMENT STATION OFFSET NORTHING EASTING ELEVATION DESCRIPTION SURVEY 1873 A 1 +20.22 0.03 RT 384880.49 3302158.69 3653.5 FD 5/8" IR W/ILLEGIBLE YPC CS12349 1874 A 0+38.74 0.10 RT 384805.72 3302127.05 3655.3 FD 5/8" IR W/ILLEGIBLE YPC CS12349 1875 A 2+11.25 30.81 RT 384961.05 3302211.07 3652.0 FD 5/8" IR W/ILLEGIBLE YPC CS12349 1876 A 2+30.14 30.42 RT 384979.45 3302215.38 3652.1 FD 5/8" IR W/ILLEGIBLE YPC CS12349 1877 A 2+30.29 0.00 384987.13 3302185.94 3641.5 FD 5/8" IR W/ILLEGIBLE YPC CS12349 1878 A 3+37.30 30.01 LT 385097.82 3302228.59 3651.5 FD BRASS SCREW CS12349 1879 A 4+27.60 30.14 LT 385130.10 3302330.37 3652.3 FD 5/8" IR W/YPC MKD "HWA" DOWN, 0.10' CS12349 1880** A 4+51.90 3 0.0 5 LT 385130.11 3302354.69 3652.8 FD 5/8" IR CS12349 1881 A 4+27.71 0.07 LT 385100.03 3302330.63 3651.5 FD 5/8" IR CS12349 1882 A 4+81.86 0.01 LT 385100.20 3302384.78 3652.7 FD 5/8" IR W/ILLEGIBLE YPC CS12349 *NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN. **NOTE:ORIGINAL MONUMENT DESTROYED AND REPLACED WITH A 1-3/16" BERNTSEN DISK MKD "SF LAND SERVICES" RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION SAVANNAH DRIVE &AZURE DRIVE LOCATED IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 AND THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 34, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON LINE TABLE LINE # BEARING DISTANCE L1 S14*20'53"W 110.09' (R2) N 14'20'55"E 1 10.09' L2 S89`45'28"W 54.15' (R2) S89°45'30"W 54.13' CURVE TABLE CURVE # DELTA RADIUS LENGTH CHORD CHORD LEN Cl 8` 13'44" 270.00' 38.78' S27"30'41 "W 38.74' (R2) 8` 13'44" 270.00' 38.78' N27"30'42"E 38.75' C2 17` 16'40" 270.00' 81.42' S22'59' 13"W 81.1 1 ' (R2) 17* 1 6'40" 270.00' 81.42' N22°59' 15"E 81 .1 1' C3 75°24'35" 150.00' 197.42' S52°03'10"W 183.48' (R2) 75°24'35" 150.00' 197.42' N52'03'12"E 183.48' C4 22°03'31" 200.00' 77.00' S27°21'06"E 76.52' (R3) 22`09'27" 200.00' 77.34' S27' 16'24"E 77.34' C5 63°33'20" 200.00' 221.86' S15°27'22"W 210.66' (R1) 63°27'48" 200.00' 221.51' S15*31'470PW 210.36' E��$�iHurEs COURrY SURVEYOR 901 NW CARLON AVE. SUITE 3 BEND, OR 97703 www.sflands.com REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JUNE 08, 2009 MATTHEW J. FAULKNER 75618LS RENEWS: 12/31 /21 Calc. By: HTF Date: 09/28/21 Proj No: 2020-157-03 SHEET 3 OF 3 �$ 201 83+e