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HomeMy WebLinkAboutSurvey 20965NARRATIVE 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. 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 SEPTEMBER 2022 FOR VERIFICATION, AND ROAD REPAVING WAS COMPLETED AUGUST 2022. NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THESE MONUMENTS RELATIVE TO ANY RECORD PROPERTY LINES, RIGHT-OF-WAY, OR CENTERLINE, OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND AND TIED OR REPLACED. THIS SURVEY IS ONE OF A NUMBER OF SIMILAR SURVEYS COMPLETED BY S&F CONCURRENTLY FOR ROAD REPAVING PROJECTS ACROSS THE CITY OF BEND. PROCEDURE/ EQUIPMENT: FIELDWORK PERFORMED APRIL, 2022. 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. 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. DESCHUTES COUNTY SURVEYO LD 111o9 Lo ZZ BY; C = SCALE 1" = 40' vo \ \ \ LOT 13 / 06 �O i 0� S5'1°<D050`�t") S28°57'59"W 14.57' �� A ® LOT 54 /`L4' S1 �O ash$ C� / P 1 1 \� 1 / z \ / LOT 1 OC\ 0 moo. \© / LOT 25/ 0 � __ SB4°24'38"W 43.84'\ Q / A%MR EY B1L7'II'II'1E \ H0hd= r>'F_S, PH 23 \ \ LOT 3 / � e / LOT 4 \ ST N80°28' S27° 16'50"W 12"WV 3.95, 4 .08'��� / � LOT 33 \ / LOT 32 � �p / LOT 31 h \ ov / 01 / 0 (19 / so, 10, 1 RECORD OF CENTERLINE LOCATED IN THE NORTHWEST AND SOUTHWEST 1 / SECTION 25, TOWNSHIP 17 SOUTH, RANGE SCALE 1" = 20' LEGEND: CIE SET CONTROL AS NOTED IN CONTROL TABLE OO FOUND MONUMENT AS NOTED IN MONUMENT TABLE W/YPC WITH YELLOW PLASTIC CAP DN DOWN REFERENCE SURVEYS: (R1) CS12882 AWBREY BUTTE HOMESITES, PHASE TWENTY-THREE (R2) CS13407 AWBREY BUTTE HOMESITES, PHASE TWENTY-SIX (R3) CS14746 COPPERSTONE, PHASE ONE (R4) CS15951 NORTH RIM ON AWBREY BUTTE, PHASE 1 (If MONUMENTS POTENTIALLY AFFECTED BY NW MT WASHINGTON DRIVE 4 OF SECTION 19, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, I&%. - REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JUNE 08, 2009 MATTHEW J. FAULKNER RENEWS: 12/31 /23 CONSTRUCTION \ LOT 5 \ �0 i 0 ' COMMON AV Al GJ / \ LOT E �\P / \ I b LOT 6 0 \ / R°' \ I 0 (A^� � _ 0 I w 100 �� S05°45'38"E 7.98'�� wc LOT 22 \ 06 SCALE 1" = 20' FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION RECORD 2061 392198.11 3281960.54 FOUND 2" ALUMINUM CAP NOT LEGIBLE R3 2062 392233.73 3281978.91 FOUND 5/8" IRON ROD W/YPC MARKED "W&H PACIFIC" DN 0.20' R3 2063 395812.91 3284385.86 FOUND 5/8" IRON ROD W/YPC MARKED "W&H PACIFIC" DN 0.10' R3 2064 395828.79 328441 1.42 FOUND 2" ALUMINUM CAP NOT LEGIBLE R3 2065 395844.78 3284436.95 FOUND 5/8" IRON ROD W/YPC MARKED "W&H PACIFIC" R3 2066 395729.03 3284402.41 FOUND 5/8" IRON ROD R1 2067 396742.77 3285635.02 FOUND 2" ALUMINUM CAP MARKED "W&H PACIFIC" R2 2068 396684.66 3285588.96 FOUND 2" ALUMINUM CAP MARKED "W&H PACIFIC" R2 2069 396659.82 3285620.30 FOUND 5/8" IRON ROD W/YPC MARKED "W&H PACIFIC" R2 2070 396696.11 3285649.00 1 FOUND 5/8" IRON ROD W/YPC MARKED "W&H PACIFIC" UP 0.50' 1 R2 CONTROL POINTS TABLE POINT NO. NORTHING EASTING DESCRIPTION 846 392219.83 3282061.70 SET MAG NAIL W/ 1-1 /2" WASHER MARKED "S&F LANDS CONTROL" 847 392082.24 3282004.90 SET MAG NAIL W/ 1-1 /2" WASHER MARKED "S&F LANDS CONTROL" 848 395733.30 3284446.04 SET MAG NAIL W/ 1-1/2-WASHER MARKED "S&F LANDS CONTROL" 849 395825.66 3284392.92 SET MAG NAIL W/ 1-1/2"WASHER MARKED "S&F LANDS CONTROL" 850 396704.05 3285648.20 SET MAG NAIL W/ 1-1/2"WASHER MARKED "S&F LANDS CONTROL" 851 396728.49 3285586.57 SET MAG NAIL W/ 1-1/2-WASHER MARKED "S&F LANDS CONTROL" 12 EAST, AND THE NORTHEAST 1 /4 OF 901 NW GARCON AVE, SUITE 3 DESCHUTES COUNTY, OREGON BEND, OR 97703 www.sflands.com matt. f r Calc. By: AJP Date: 10/04/22 Proj No: 2022-157-05 SHEET 1 OF 3 L77] N 0 to v: &n CS20965 O o7 SCALE 1" = 20' 3p, 14OI1 TH RIM ON AWIEIRE Y IBLTT']CIE, ]PH I 30' N Z 1 COMMON LOT 1 / \ COMMON '- - - LOT B -V p7 0� Cl \ A2•• o� N� cp �� W\ NW NIT WASHINGTON DR 4' c POINT NO - - - 852 853 AWISIlBIEY l!$v7['II'lE LOT 7 LOT 6 HomF-.SrC s, PH 854 'IIWIEk`1'II'�Y-'II�IE 855 SCALE 1" = 20' ME 1 - 3p, �N18'18'12"W 8.27' 856 Q� ^ 3p AYVBF E�Y IE�J7['II'1E N C) N N �IER17E1`�T vN s ^� LOT 8 i V ^co ^ :4 ^ A�IlB]E5Y B J'II'II7E >�O�>r>rs, PHZ .? O� C5 LOT 7 o / Q I IU) CURVE TABLE URVE NO DELTA DELTA RADIUS RADIUS LENGTH LENGTH CHORD CHORD CHORD LEN CHORD LEN RECORD Cl 3'22'35" - 515.00' (515.00') 30.35' (30.01') S80'31'19"W - 30.35' - R4 C2 8'16'41" (8'15'35") 155.00' (155.00') 22.39' (22.34') N11'25'10"W (N11'31'59"W) 22.37' (22.33') R4 C3 2'49'53" (2'49'46") 635.00' (635.00') 31.38' (31.36') S73'21'53"W (S73'53'40"W) 31.38' (31.35') R5 C4 2'55'56" (2'56'23") 635.00' (635.00') 32.50' (32.58') S76'30'25"W (S76'46'44"W) 32.49' (32.58') R5 C5 2'38'25" (2'38'38") 715.00' (715.00') 32.95' (32.99') S77'06'20"W (S77'36'25"W) 32.95' (32.99') R6 C6 2'23'58" (2'24'24") 715.00' (715.00') 29.94' (30.03') S62'47'17"E (S62'10'21 "E) 29.94' (30.03') R7 C7 2*25'13" (2'24'48") 715.00' (715.00') 30.20' (30.12') S64'59'50"E (S64'34'56"E) 30.20' (30.11') R7 C8 2'42'41" (3'36'50") 635.00' (635.00') 30.05' (30.05') S62'47'28"E (S61'55'07"E) 30.05' (40.05') R8 C9 2'43'08" (2'42'37") 635.00' (635.00') 30.13' (30.04') S66' 17'06"E (S65'04'51 "E) 30.13' (30.04') R8 FOUND MONUMENTS TABLE DESCHUTES COUNTY SURVEYOR FUM /109 zozZ BY: e-o 1l: ti s 1. 1 CONTROL POINTS TABLE NORTHING EASTING DESCRIPTION 396976.56 3285996.47 SET MAG NAIL W/ 1-1/2"WASHER MARKED "S&F LANDS CONTROL" 397014.04 3286102.27 SET MAG NAIL W/ 1-1/2-WASHER MARKED "S&F LANDS CONTROL" 396744.50 3287329.90 SET MAG NAIL W/ 1-1/2"WASHER MARKED "S&F LANDS CONTROL" 396866.68 3287381.26 SET 5/8" IRON ROD WITH RPC MARKED "S&F LANDS CONTROL" 396473.08 3289085.21 SET 5/8" IRON ROD WITH RPC MARKED "S&F LANDS CONTROL" LEGEND: X SET CONTROL AS NOTED IN CONTROL TABLE OO FOUND MONUMENT AS NOTED IN MONUMENT TABLE W/YPC WITH YELLOW PLASTIC CAP DN DOWN REFERENCE SURVEYS: (R4) CS15951 NORTH RIM ON AWBREY BUTTE, PHASE 1 (R5) CS13799 AWBREY BUTTE HOMESITES, PHASE TWENTY-EIGHT Im (R6) CS13921 AWBREY BUTTE HOMESITES, PHASE TWENTY-SEVEN /- o (R7) CS15124 AWBREY VILLAGE, PHASE 5 Iw (R8) CS15662 AWBREY PARK, PHASE ONE I oR I - � I _ N24'46'36"E 11.26' 07 854 I 08 \ LOT 24 C4 AWI P$ F_SY IE><TII'II"IE lE3 ohdmIl'II7 l PH NW CONSTELLATION DR LOT 25 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JUNE 08, 2009 MATTHEW J. FAULKNER RENEWS: 12/31 /23 RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION NW MT WASHINGTON DRIVE LOCATED IN THE NORTHWEST, NORTHEAST, AND SOUTHEAST 1 /4 OF SECTION 19, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON POINT NO. NORTHING EASTING DESCRIPTION RECORD 2071 397053.94 3286033.40 FOUND 5/8" IRON ROD W/YPC MARKED "W&H PACIFIC" R4 2072 397075.87 3286028.97 FOUND 5/8" IRON ROD W/YPC MARKED "W&H PACIFIC" UP 0.40' R4 2073 397038.56 3286005.14 FOUND 2"ALUMINUM CAP NOT LEGIBLE R4 2074 397033.56 3285975.21 FOUND 5/8" IRON ROD W/YPC MARKED "W&H PACIFIC" R4 2075 396858.83 3287383.85 IR FOUND 5/8" IRON ROD W/YPC MARKED "W&H PACIFIC" DN 0.10' R6 2076 396830.91 3287378.08 FOUND 5/8" IRON ROD W/YPC MARKED "W&H PACIFIC" DN 0.10' R6 2077 396823.56 3287345.97 FOUND 2" ALUMINUM CAP NOT LEGIBLE R6 2078 396864.89 3287354.50 FOUND 2" ALUMINUM CAP NOT LEGIBLE R6 2079 396750.84 3287386.84 FOUND BENT 5/8" IRON ROD W/YPC MARKED "W&H PACIFIC" R5 2080 396743.26 3287355.24 FOUND 2" ALUMINUM CAP NOT LEGIBLE R5 2081 396734.28 3287325.18 FOUND 5/8" IRON ROD W/YPC MARKED "W&H PACIFIC" R5 2082 396438.10 3288978.16 FOUND5/8" IRON ROD W/YPC MARKED "W&H PACIFIC" R7 2083 396424.41 3289004.79 FOUND 2"ALUMINUM CAP NOT LEGIBLE R7 2084 39641 1.65 3289032.16 FOUND 5/8" IRON ROD W/YPC MARKED "WHPACIFIC" R7 2085 396459.15 3289024.77 FOUND 2"ALUMINUM CAP NOT LEGIBLE R7 2086 396494.50 3289043.15 FOUND 2"ALUMINUM CAP NOT LEGIBLE R8 2087 396482.38 3289070.74 FOUND BENT 5/8" IRON ROD R8 2088 396508.24 3289016.43 FOUND 5/8" IRON ROD DN 0.50' R8 SCALE 1" = 20' A'%MRIEY ]PARK. \ ]PH 01,M \ COMMON Q LOT A Nil, T \C\ ESY 3p A71BR ]PA]RHC, PH ONIR \ y/NC w \C9 LOT 14 0 .alb \ N 85I S57'15'58 E 17.20' \11115,\ moo. o LOT 147 Q ��� \C\ 6��ry \ AWI�IlB]E�Y �ILACrIE, \ ,"' PH5 08 / T 1 AW R1EY VEL]LAOF, ]PH 5 Calc. By: AJP S&F LandSErviCES Date: 10 04 22 901 NW CARLON AVE, SUITE 3 Proj No: 2022-157-05 BEND, OR 97703 www.sflands.com SHEET 2 OF 3 541-797-0954 matt, foulkner@sflonds.com CS 20965 a4\�filll$IlBIE� SCALE 1" = 20' � / os COMMON \ LOT B �/ \,4 s A"ASII8IS Y \ ; � �. 09 �� LOT 29 \ Z \\ s01 (5` T LOT 159 \ Q A 1EY VML.>LAG E, PH 5 / LOT 160 \ CURVE TABLE URVE NO DELTA DELTA RADIUS RADIUS LENGTH LENGTH CHORD CHORD CHORD LEN CHORD LEN RECORD C10 2'30'00" (2'29'32") 690.00' (690.00') 30.11' (30.01') N47'49'24"W (N47'04'27"W) 30.10' (30.01') R8 C11 21'38'30" (21'39'23") 180.00' (180.00') 67.99' (68.04') N30'07'49"E (N30'44'28"E) 67.59' (67.63') R8 C12 2'08'33" (2'07'58") 690.00' (690.00') 25.80' (25.68') N13'57'08"W (N12'46'18"W) 25.80' (25.68') R9 C13 7'14'48" (7'03'13") 690.00' (690.00') 87.27' (84.94') N8'24'57"W - 87.21' - R9 FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION RECORD 2089 396150.46 3289744.94 FOUND 2" ALUMINUM CAP NOT LEGIBLE R8 2090 396130.25 3289767.25 FOUND 5/8" IRON ROD W/YPC MARKED "WHPACIFIC" R8 2091 396188.70 3289801.17 FOUND 5/8" IRON ROD W/YPC MARKED "WHPACIFIC" R8 2092 395728.40 3289893.64 FOUND 5/8" IRON ROD W/YPC MARKED "WHPACIFIC" UP 0.50' R10 2093 395801.85 3289959.62 FOUND 5/8" IRON ROD W/YPC MARKED "HWA" R9 2094 395776.81 3289965.84 FOUND 5/8" IRON ROD DN 0.70' R9 2095 395690.54 3289978.60 FOUND 5/8" IRON ROD W/YPC MARKED "HWA" R9 2096 395269.05 3289935.22 FOUND 2"ALUMINUM CAP NOT LEGIBLE R10 2097 395239.14 3289937.74 FOUND 5/8" IRON ROD W/YPC MARKED "WHPACIFIC" DN 0.10' R10 2098 395233.28 3289852.02 FOUND 5/8" IRON ROD W/YPC MARKED "WHPACIFIC" ON 0.50' R10 CONTROL POINTS TABLE POINT NO. NORTHING EASTING DESCRIPTION 858 396101.01 3289775.56 SET MAG NAIL W/ 1-1 /2" WASHER MARKED "S&F LANDS CONTROL" 859 396165.95 3289703.03 SET MAG NAIL W/ 1-1/2-WASHER MARKED "S&F LANDS CONTROL" 860 395741.55 3289954.90 SET MAG NAIL W/ 1-1 /2" WASHER MARKED "S&F LANDS CONTROL" 861 395292.92 3289934.40 SET MAG NAIL W/ 1-1/2-WASHER MARKED "S&F LANDS CONTROL" 862 395404.28 3289963.22 SET 5/8" IRON ROD WITH RPC MARKED "S&F LANDS CONTROL" LEGEND: X SET CONTROL AS NOTED IN CONTROL TABLE O FOUND MONUMENT AS NOTED IN MONUMENT TABLE W/YPC WITH YELLOW PLASTIC CAP DN DOWN DESCHUTES CtiUM StOWU :R FXW & o.9 zozz BY: co IIfQs . LOT 68 / pg �� COMMON ® AREA LOT 163 _ \ \ �A Z \ COMMON pg AREA -A A / LOT 164 , �5j COMMON 3 -- I l �l LOT 165 1 1N o �0 os I 103 40 I I � I 40' I I I SCALE 1" = 20' REFERENCE SURVEYS: (R8) CS15662 AWBREY PARK, PHASE ONE (R9) CS14368 RIVER'S EDGE VILLAGE, PHASE VIII (R10) CS14525 AWBREY VILLAGE, PHASE 3 t " . REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JUNE 08, 2009 MATTHEW J. FAULKNER RENEWS: 12/31 /23 SCALE 1" = 30' LOT 66 cY I I I I / w Q LOT 170 I LOT 65 I -__1/ ,�� �1�Q - T c) LL0Io N01'57'19"W 23.89'---� I 3:IC (A0I 0 W CONSTELLATION DR i N N04' 94 '0 "4 30.02' I W I (S4'25'10"E 30.01')(R1o)-------I z I I w Ci I SB6'05'36"W 85.92' (S86 51 47_N 86_64)(R1 O) _O 09 40' ! I I I I I OI 09 LOT 77 I I II I I I LOT 64 II RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION i Calc. By: AJP NW MT WASHINGTON DRIVE S&F LandDate: 10/04/22 LOCATED IN THE SOUTHWEST 1 /4 OF SECTION 20, Proj No: 2022-157-05 901 NW CARLON AVE, SUITE 3 TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON BEND, OR 97703 www.sflands.com SHEET 3 OF 3 1- - f ti CS 20965-