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HomeMy WebLinkAboutSurvey 20227HEIGHTS OF BEND PHASE III • 109.87' (P), 110' (R1) I 1 ago LO �CC o0 oz z WILMINGTON AVENUE (RIGHT-OF-WAY VARIES) 16 HELD 5/8" IRON ROD (NO RECORD) FOR NORTHWEST CORNER OF BLOCK 5 15 N89058'35"E 412.10' (M) EAST 412.50' (R1) 115.00' I 109.87' (P), 11 0'(R1) 60.00' (C,R1,R4)CC CORNER SEARCHED & NOT FOUND rn T 0 0 1 SLOW I}I p moo Uj 0 J 0 z 0 U I I� G� 14 O - FOUND 3/8" IRON ROD (NO 3 _ RECORD), UP 0.5 IN ROCK MOUND, „ S89059'29"W 0.32' OF TRUE FOUND 5/8 SMOOTH IRON ROD CORNER. TIED AT ENTRY, HELD (NO RECORD), S89°59'29"W FOR NORTHING ONLY, SET TRUE 0.08' OF TRUE CORNER, HELD CORNER AS SHOWN, AND LAID I I FOR NORTHING ONLY. PREVIOUS MONUMENT ALONGSIDE. 4 I 13 N89059'29"E 234.91' (C) EAST 235' (R1) 109.95' (P), 11 0'(R1)7i 109.95' (P), 11 0'(R1) 15.00' 12 ( 0i 5 N89059'23"E 109.98' CL 6 .. of ^ m� ImoN N89059'16"E 110.00' ItCc 00 zl 10 z I a 7 I I0i N89059'09"E 110.02' CORNER NOT SET (LIES IN HOUSE FOUNDATION) II a 9 8 15.00, I I Iq (C,R1) , 110.04' (P) 110.04' (P) 89°59'12"E 295.08' (M) EAST 295' (R1) VICKSBURG AVENUE (60' RIGHT-OF-WAY) HELD 5/8" IRON ROD (HELD IN (R2)) FOR I I I lbNORTHWEST CORNER OF BLOCK 6 G� vO I ' civic engineers i taredsurveyors 233 SOUTHWEST WILSON AVENUE, SUITE 5 BEND, OREGON 97702 (541) 550-7396 www.munson-assoc.com I I 0 0 N U O'? 0 T T CR � CO m� • T �o �z 0 F•. z Ci CD rn rn FL rn 0 [t IL w w � a U_ U) O w� C (0 Q w ^ ^ ^CC T Cl O 0 �. o N N 0 N CD 2 O cc N Z z0 o 0 z ^ CO CEL o T rnCC Iq T 0 O O COm LO 0 0 X zp Z 60.00' (C,R1) �. HELD 1/2" I.D. IRON PIPE PER (R4) FOR ALLEY CENTERLINE AT NORTH LINE OF BLOCK 4. FOUND 5/8" IRON ROD PER CS16253 N18007'17"W 1.32'. 109.86' (C), 110' (R1, R4) CORNER SEARCHED & NOT FOUND 16 7.50' (C, R4) I I HELD 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "SCE&S" PER (135) FOR EASTERLY RIGHT-OF-WAY LINE OF EASTES STREET I 15 �CLro 0� 0 O T� 14 I FOUND 1/2" I.D. IRON PIPE PER (R4), DISTURBED, 5.21' WEST OF LINE I 2CC O b 0 mC's 00 13 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "SCE&S" PER (R5) ON EASTERLY RIGHT-OF-WAY LINE OF EASTES STREET 12 HELD 1/2" I.D. IRON PIPE PER (114) FOR EASTERLY RIGHT-OF-WAY LINE OF EASTES STREET 11 10 CrJ HELD 1/2" IRON ROD PER (R3), DOWN 1.0' IN ROCK PILE, FOR SOUTHWEST CORNER OF BLOCK 4 L RECORD OF SURVEY MAY 21, 2020 LOTS 5-12 & VACATED ALLEY, BLOCK 5, BEND VIEW ADDITION, LOCATED IN THE SOUTHWEST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SECTION 29, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON SURVEYOR'S NARRATIVE THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PLATTED CORNERS OF LOTS 5-8, BLOCK 5, BEND VIEW ADDITION, CITY OF BEND, DESCHUTES COUNTY, OREGON, AS REQUESTED BY THE OWNER, TIM ROBINSON. MR. ROBINSON ALSO OWNS LOTS 9-12, TOGETHER WITH THE VACATED ALLEY ADJOINING HIS LOTS. MR. ROBINSON ASKED THAT WE SET MONUMENTS AT THE ORIGINAL WEST CORNERS OF LOTS 5-8 AS OPPOSED TO THE CENTERLINE OF THE VACATED ALLEY IN ORDER TO REFLECT A RECENT ROLL CHANGE FOR LOTS 5 & 6, AND A POSSIBLE FUTURE ROLL CHANGE FOR LOTS 7 & 8. CONTROL FOR THIS SURVEY IS PER THE SURVEYS OF RECORD REFERENCED HEREIN AND THE MONUMENTS SHOWN HELD AND SET ON THIS MAP OF SURVEY. A THOROUGH SEARCH OF BLOCK 5 AND THE SURROUNDING AREA WAS PERFORMED. WE FOUND THREE WELL -AGED MONUMENTS OF NO RECORD IN BLOCK 5 AT THE NORTHWEST CORNER OF LOT 16, THE NORTHWEST CORNER OF LOT 12, AND THE NORTHEAST CORNER OF LOT 5. THE ACCURACY IN WHICH THESE UNRECORDED MONUMENTS FIT WITH ONE ANOTHER ON THIS HILLY AND WOODED SITE SUGGESTS THAT THEY WERE PLACED PROFESSIONALLY IN AN UNRECORDED SURVEY OF THE NORTHERLY EIGHT LOTS OF BLOCK 5 (WHICH ARE UNDER LONGSTANDING SINGLE OWNERSHIP), OR ARE A DIRECT PERPETUATION OF THE ORIGINAL WOODEN LOT CORNER STAKES. DAN BURTON PREVIOUSLY HELD THE MONUMENT OF NO RECORD AT THE NORTHWEST CORNER OF BLOCK 6 IN HIS SURVEY OF THE SAME AND WE HAVE DONE SO AS WELL. WE THEN HELD THE MONUMENT FOUND AT THE NORTHWEST CORNER OF BLOCK 5 TO REESTABLISH THE SOUTHWEST CORNER OF THE BLOCK USING NORMAL PROPORTIONING. JOHN EATON SET A MONUMENT ON THE NORTH LINE OF BLOCK 4 AT THE ALLEY CENTERLINE IN 1965 WHICH HAS BEEN HELD BY NUMEROUS SUBSEQUENT SURVEYS, AND WE HAVE DONE THE SAME. THE SOUTH RIGHT-OF-WAY LINE OF WILMINGTON AVENUE WAS REESTABLISHED BY HOLDING EATON'S MONUMENT ALONG WITH THE MONUMENT AT THE NORTHWEST CORNER OF BLOCK 5. THE NORTHWEST CORNER OF BLOCK 4 WAS CALCULATED BY PROJECTING THE EASTERLY RIGHT-OF-WAY LINE OF EASTES STREET FROM THE HELD MONUMENTS SHOWN TO THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY LINE OF WILMINGTON AVENUE. WE THEN PROPORTIONED THE NORTH CORNERS OF LOTS 1 & 16 OF BLOCK 5 WHILE HOLDING THE RECORD RIGHT-OF-WAY WIDTHS OF THE STREETS AND ALLEYS. _ WE REESTABLISHED THE SOUTHEAST CORNER OF BLOCK 5 BY HOLDING THE MONUMENT AT THE SOUTHWEST CORNER OF BLOCK 4 (WHICH HAS BEEN HELD BY SEVERAL PREVIOUS SURVEYS) AND OUR REESTABLISHED POSITION OF THE SOUTHWEST CORNER OF BLOCK 5, AND PROPORTIONING NORMALLY BETWEEN THE TWO. THE RESULTANT BLOCK RESOLUTION FIT WELL WITH ORIGINAL PLAT DATA AND THE LONGSTANDING MONUMENTS AT THE NORTHWEST CORNER OF LOT 12 AND NORTHEAST CORNER OF LOT 5; THEY ARE SLIGHTLY OFF IN EASTING WITH OUR CALCULATIONS BUT WE HELD THEM FOR NORTHING TO REESTABLISH THE LOT CORNERS. THE EXTERIOR BOUNDARIES OF LOTS 5-12 THUS REESTABLISHED, WE USED NORMAL PROPORTIONING TO DETERMINE THE PLATTED CORNERS OF LOTS 5-8, SETTING MONUMENTS AT THE SAME, SAVE FOR THE NORTHEAST CORNER OF LOT 5 AS THE EXISTING MONUMENTS IS ONLY 0.08 FEET DISTANT. WE ALSO SET THE SOUTHWEST CORNER OF BLOCK 5 TO PERPETUATE ITS POSITION. THE MONUMENT NEAR THE NORTHWEST CORNER OF LOT 12 IS SOMEWHAT LOOSE AND UNSTABLE IN ITS ROCK MOUND, AND SO WE RESET THE CORNER AS SHOWN IN ITS TRUE POSITION. BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM, BEND-REDMOND-PRINEVILLE ZONE, USING THE NAD83(2011) EPOCH 2O10.00 DATUM REALIZATION. NO UNUSUAL CONDITIONS WERE ENCOUNTERED DURING OUR SURVEY. LEGEND = FOUND MONUMENT AS NOTED 0 = SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP MARKED "MUNSON & ASSOCIATES" (R1) = BEND VIEW ADDITION, BY GEO. S. YOUNG, RECORDED MARCH 7, 1912 (CS05732) (132) = RECORD OF SURVEY, BY DANIEL T. BURTON, FILED AUGUST 1, 2017 (CS19418) (R3) = RECORD OF SURVEY, BY RICHARD P. HANKINS, DATED FEBRUARY 8, 1966 (CS05749) (134) = SURVEY FOR CHUCK JOHNSON, BY JOHN H. EATON, DATED AUGUST 7, 1965 (CS05741) (145) = RECORD OF SURVEY, BY DANIEL T. BURTON, FILED MARCH 10, 2017 (CS19312) (M) = MEASURED (P) = PROPORTIONED (C) = CALCULATED ES COUNTY , ry 5 2.020 ..Dv�l6 N 0 20' 40' 80, SCALE: 1" = 40' W.O. # 16-051 S/2r�Zo�, REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 11, 2014 CHRISTOPHER R. MUNSON 80548PLS RENEWS: 12/31/2020 PLATE ONE OF ONE Cs 2o2z7.