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Home My WebLink AboutSurvey 20700I MATCH LOT 1 LINE A ---- 30' L MT. HOPE 98 ►� LANEO 98 LOT 27 - C'qS C • O• LOT 28 30' 20' O BLAKELY CONDOMINIUM z r � D t4 71 o NM � O -c r v v D v 0) 20' 825 t3� TS PORTION OF LOT 31 1 L MT. FAITH 98 / r� PLACE--- T�— (33') S89°29'06"E 30.04' 98 30.00' (R2) e�q 30' 30' SG�T � y LOT 57F LOT 9 ti q RT@ M�SR LOT 13 I q RTF 1 MFSR I LOT 6 PORTER PLACE (60') MATCH LINE B z 0 0 W 0 cri m z O O z W o 0 O w U, o mul �m w NARRATIVE PORTION THE PURPOSE OF THIS SURVEY, PERFORMED AT THE REQUEST OF THE CITY OF BEND, IS TO PRESERVE AND PERPETUATE THE OF LOT 30 LOCATIONS OF EXISTING MONUMENTS DURING STREET REPAVING IN ACCORDANCE WITH ORS 209.155. UPON CONSULTATION @�q tiFi WITH THE DESCHUTES COUNTY SURVEYOR, IT WAS DECIDED THAT WHEN WE RECOVERED MONUMENTS BEFORE THE GRIND h,F��- INLAY/OVERLAY, THAT WE WOULD HAMMER DOWN THE MONUMENTS A FEW TENTHS OF A FOOT INTO THE PAVEMENT, SO THE TS 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 �% 827 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/ TS HORIZONTAL DATUM" FOR SCALE FACTOR AND COORDINATE SYSTEM DETAILS. PARCEL 1 PORTION z OF LOT 30 o o— LOT 26 � Y8 m PARCEL 2 LOT 45 0 99 LOT 7 OANNA o / 824 AY co (60') 0--- $�q SO�F S89°29'06"E 30.00' S89°24'39"E 30.00' (R1) LOT 6 I REFERENCE SURVEYS: SEE SHEET 2 FOR: ELILANEZABETH Q--- 0— — I 30' MONUMENT TABLE (R1) CS15218 - THREE SISTERS (60') 97 S89'29'06"E 30.01' LOT 16 30' (R2) CONTROL TABLE CS16963 — BLAKELY SOUTH 30.00' (R2) z 50' 0 25' 50' 100' (R3) CS17356 - RECORD OF SURVEY FOR STREET DEDICATION S89°25'00"E 30.00' (R5) I q (R4) CS14223 - HIGH DESERT VILLAGE -- — LOT 5 _ STjyR 0 (R5) SCALE: 1" = 50' CS16322 - CASCADE VISTA P.U.D FRS (R6) CS19662 - PROPERTY LINE ADJUSTMENT FOR TAX LOT 1300 m (R7) CS16744 - PORTER JAMES If LOT 4 o (R8) CS12209 - RIGHT OF WAY MAP OF A PORTION OF POWERS ROAD 30 0 LOT 16 30 I LOT 15 LOT 15 z I q z LOT 3 0ccnq r — — p o Ci D woo r. m o m It O BETH tiF Gy�� Y PORTION TS OF LOT 30 0 N AVENUE — --~ ri rn m "� LOT 2 Q--- POWERS ROAD — o N O (60') 41 (VARIABLE RIGHT- x o D S89°29'06"E 30.05' OF —WAY ) - v S89°24'39"E 30.00' (R1) B: 15+78.77 END 0 N 20 — ' i —r z 99 0o q Lrd z 0 LOT 1 > 0 99 w 01 LOT 1 0 ,,; �(,�� 30' @L,9 O ��ti ! p LOT 12 CD � S r ° `! �L I Jq RTF v O D x PORTION 30 30' MFSR �: v OF LOT 30 BADGER ROAD O 30' B: 0+00 BEGIN(50'97 I LOT 1 MATCH LINE A MATCH LINE B RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION BLAKELY ROAD LOCATED IN THE SOUTHWEST 1 /4 OF THE SOUTHWEST 1 /4 AND THE NORTHWEST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 8, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON •!• �s DESCHUTES COUNTY, SURVEYOR FILED I z zzo By:_2&12 r- A-% r- w I r"% _ SET CONTROL AS NOTED IN CONTROL TABLE !LAND FOUND MONUMENT AS NOTED IN MONUMENT'TABLEEGISTERED OFESSIONAL W/YPC WITH YELLOW PLASTIC CAP SURVEYOR W/OPC WITH ORANGE PLASTIC CAP 10 FD FOUND IR IRON ROD OREGON MKD MARKED JUNE 08, 2009 ®MATTHEW J. FAULKNER FOUND MONUMENT NO. 75618LS RENEWS: 12/31 /21 Calc. By: HTF S&F LandDate: 09/29/21 901 NW CARLON AVE. SUITE 3 Proj No: 2020-157-03 BEND, OR 97703 www.sflands.com SHEET 1 OF 2 541-797-0954 matt.faulkner@sfiands.com �S 2o7ao- LOCATED SECTION 8, BLAKELY ROAD MONUMENT TABLE POINT # ALIGNMENT STATION OFFSET NORTHING EASTING ELEVATION DESCRIPTION SURVEY 1977 B 0+29.89 30.43 LT 373533.32 3290512.38 3788.9 FD 5/8" IR DOWN 0.50 CS14223 1978 B 0+20.04 20.00 RT 373523.02 3290562.72 3788.8 FD 5/8" IR CS16963 1979 B 2+60.01 30.01 LT 373763.43 3290514.87 3790.6 FD 5/8" IR W/ILLEGIBLE YPC CS14223 1980 B 2+62.12 30.13 RT 373765.00 3290575.03 3791.5 FD 5/8" IR W/YPC MKD "SCE&S" CS 16963 1981 B 3+01.97 30.03 RT 373804.85 3290575.28 3791.7 FD 5/8" IR W/YPC MKD "SCE&S" DOWN 0.30' CS16963 1982 B 4+22.16 30.09 RT 373925.03 3290576.42 3792.1 FD 5/8" IR CS16963 1983 B 4+74.56 30.04 LT 373977.98 3290516.77 3791.6 FD 5/8" IR W/ILLEGIBLE YPC CS16322 1984 B 4+89.11 30.04 LT 373992.52 3290516.90 3791.8 FD 5/8" IR CS16322 1985 B 5+05.50 29.97 LT 374008.91 3290517.11 3791.7 FD 5/8" IR W/ILLEGIBLE YPC CS16322 1986 B 6+55.95 29.69 LT 374159.36 3290518.74 3791.4 FD 5/8" IR W/ILLEGIBLE YPC CS16322 1987 B 6+72.43 30.03 LT 374175.84 3290518.55 3791.7 FD 5/8" IR W/ILLEGIBLE YPC CS16322 1988 B 6+88.89 30.06 LT 374192.30 3290518.68 3791.5 FD 5/8" IR W/ILLEGIBLE YPC CS16322 1989 B 8+63.78 30.05 LT 374367.17 3290520.26 3790.9 FD 5/8" IR CS15218 1990 B 8+25.16 30.09 RT 374328.02 3290580.05 3791.0 FD 5/8" IR W/OPC MKD "MUNSON & ASSOC" CS19662 1991 B 7+16.25 30.18 RT 374219.12 3290579.16 3791.2 FD 5/8" IR W/OPC MKD "MUNSON & ASSOC" DOWN 0.30' CS19662 1992 B 10+64.00 30.00 LT 374567.38 3290522.11 3789.7 5/8" IR W/ILLEGIBLE YPC CS15218 1993 B 12+73.56 29.90 LT 374776.94 3290524.09 3786.8 5/8" IR W/ILLEGIBLE YPC CS16744 1994 B 15+78.77 0.00 375081.86 3290556.73 3783.2 FD 5/8" IR W/ILLEGIBLE 2" ALUM CAP CS12209 *NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN. CONTROL TABLE POINT # ALIGNMENT STATION OFFSET NORTHING EASTING ELEVATION DESCRIPTION 824 B 3+21.34 29.31 RT 373824.22 3290574.74 3791.9 SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL" 825 B 6+21.67 17.15 RT 374124.66 3290565.28 3792.2 SET 5/8" IR W/RPC MKD "S&F LANDS CONTROL" 826 B 10+93.80 18.05 LT 374597.08 3290534.33 3789.7 SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL" RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION BLAKELY ROAD IN THE SOUTHWEST 1 /4 OF THE SOUTHWEST 1 /4 AND THE NORTHWEST 1 /4 OF THE SOUTHWEST 1 /4 OF TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON 901 NW CARLON AVE. SUITE 3 BEND, OR 97703 541-797-0954 DESCiiUTES COUNTS SURVEYOR Flgy. . REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JUNE 08, 2009 MATTHEW J. FAULKNER 75618LS RENEWS: 12/31 /21 Calc. By: HTF Date: 09/29/21 Proj No: 2020-157-03 www.sflands.com I SHEET 2 OF 2 w 0 t CS20700-