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Home My WebLink AboutSurvey 21185NUTES 'MM0 l o Z3 2�23 _- i7S M.- NARRATIVE: CONTROL, RECOVERY AND RETRACEMENT MAP LOCATED IN THE WEST ONE-HALF OF SECTION 7 AND THE NORTH ONE-HALF OF SECTION 18, TOWNSHIP 14 SOUTH, RANGE 13 EAST, W.M., DESCHUTES COUNTY, OREGON SURVEYED:JULY, 2023 THE PURPOSE OF THIS SURVEY IS TO RETRACE THE RIGHTS OF WAY (ROW) OF DESCHUTES COUNTY ROADWAYS THAT EXIST AT THE INTERSECTION OF NW LOWER BRIDGE WAY AND McCOIN ROAD, ESTABLISH CENTERLINE ALIGNMENTS FOR EACH OF THESE ROADS, RECOVER MONUMENTATION FROM PREVIOUS SURVEYS IN ANTICIPATION OF FUTURE IMPROVEMENTS OF THE ROADWAYS FOR DESCHUTES COUNTY, AND ESTABLISH A PERMANENT CONTROL NETWORK. THE LIMITS OF THIS PROJECT EXTEND FROM THE CENTERLINE OF SAID INTERSECTION APPROXIMATELY 500 FEET WEST, 1,600 FEET NORTH, AND 2,300 FEET EAST. THE ONLY MONUMENTATION THAT WAS SET FOR THIS SURVEY IS FOR THE CONTROL NETWORK. NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THE RECOVERED MONUMENTATION SHOWN HEREIN RELATIVE TO RECORD PROPERTY LINES, OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND RELATIVE TO THE CENTERLINES AS SHOWN HEREIN. BASIS OF BEARINGS BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS), AS MEASURED BETWEEN CONTROL POINTS #313 AND #311 BEING SOUTH 49*53'03" EAST 2,453.51 FEETAND DETERMINED BY MULTIPLE GPS OBSERVATIONS AND ADJUSTED THROUGH STAR*NET. THE COCS HORIZONTAL DATUM IS NAD 83, ADJUSTMENT 1991. RIGHT OF WAY RETRACEMENTS McCOIN ROAD AND NW LOWER BRIDGE WAY ARE THE TWO ROADWAYS RESOLVED ON THIS SURVEY. OF THESE TWO ROADWAYS, ONLY McCOIN ROAD, (NOW REFERRED TO AS NW 43RD STREET) WAS PREVIOUSLY ESTABLISHED. WITH THE EXCEPTION OF THE EASTERLY END OF NW LOWER BRIDGE WAY, THE PORTION OF THESE ROADWAYS RESOLVED IN THIS SURVEY FALL WITHIN THE BOUNDARIES OF FEDERAL LANDS. NO ROW DEDICATIONS WERE FOUND FOR THE EASTERLY END OF NW LOWER BRIDGE WAY WITH THE LIMITS OF PRIVATE LAND. ACCORDING TO THE BUREAU OF LAND MANAGEMENT (BLM), THE ROW GRANT FILE OR 051362 MEMORIALIZES BOTH OF THESE ROUTES AS 60 FEET IN WIDTH ACROSS THE FEDERALLY OWNED LAND (TL 1413000002600), AND HAVE NO SURVEY REFERENCE OR OTHER FILE STATING THEIR LOCATION OTHER THAN BEING WITHIN THE SPECIFIED PORTION OF SECTION 18. ONLY LOWER BRIDGE WAY AND NW 43RD STREET ARE MENTIONED IN SAID ROW GRANT FILE. THERE IS NO MENTION OF THE ROY L. KIDDER ROAD. ALTHOUGH THE COUNTIES SHAPE FILE OF ROY L. KIDDER ROAD COMES CLOSE TO THE EASTERLY END OF OUR RETRACEMENT OF LOWER BRIDGE WAY, NO ATTEMPT WAS MADE TO RETRACE THIS ROADWAY. McCOIN ROAD (NW 43RD STREET) McCOIN ROAD WAS ESTABLISHED ON OCTOBER 7, 1964 IN COMMISSIONERS' JOURNAL VOL. 9, PAGE 244. A FIELD SURVEY OF THIS ROADWAY WAS COMPLETED IN 1964 AND IS ON FILE AT THE DESCHUTES COUNTY ROAD DEPARTMENT IN FIELD BOOK F131090. THIS SURVEY WAS USED TO ESTABLISH THE CENTERLINE OF McCOIN ROAD. ONLY THE PORTION OF THE ROADWAY WITHIN THE LIMITS OF THIS PROJECT WAS RETRACED. THE JUNIPER TREES CALLED OUT IN SAID FB1090 WERE HELD AND RECORD DISTANCES WERE MEASURED FROM THE BLAZES ON THE FACE OF THE TREES TO CALCULATE THE POSITION OF THE PI AT STATION 17+00 USING DISTANCE -DISTANCE INTERSECTION METHOD. PER FB1090, I CALCULATED AND HELD THE RECORD ANGLE BETWEEN McCOIN ROAD AND THE SOUTH ONE -QUARTER CORNER OF SECTION 7, AND HELD THE RECORD DISTANCE TO SAID ONE -QUARTER CORNER, TO ESTABLISH THE SOUTHERLY END OF THE CENTERLINE OF THIS ROADWAY AT STATION 55+06.28. SAID STATION AND CENTERLINE FALLS SOUTH OF THE CENTERLINE OF LOWER BRIDGE WAY AS SHOWN IN DETAIL "A" ON SHEET 2. THE PAVEMENT EDGE OF McCOIN ROAD FOLLOWS CLOSELY TO THIS RETRACEMENT AND IS SHOWN ON THIS SURVEY. THE RESOLUTION IN COMMISSIONERS JOURNAL VOL. 9, PAGE 188 STATES THE ROAD TO BE 50 FEET IN WIDTH. ACCORDING TO EMAIL CORRESPONDENCE WITH THE BLM, THE ROW GRANT FILE OR 051362 MEMORIALIZES THIS ROUTE AS 60 FEET IN WIDTH ACROSS THE FEDERALLY OWNED LAND (TL 1413000002600). 1 OFFSET THIS CENTERLINE 30.00 FEET EAST AND WEST TO ESTABLISH THIS 60.00 FOOT RIGHT OF WAY WITHIN THE AREA OF THIS SURVEY. LOWER BRIDGE WAY THE RECORDS PROVIDED BY THE COUNTY ROAD DEPARTMENT AND THE COUNTY SURVEYORS OFFICE DO NOT SPECIFY OR INDICATE THE ESTABLISHMENT OF LOWER BRIDGE WAY. THE CURRENT TRAVELED ROADWAY OF LOWER BRIDGE WAY IS THE BEST EVIDENCE TO ESTABLISH THE CENTERLINE LOCATION. I UTILIZED A CURVILINEAR SHAPE TO BEST FIT THE AS -BUILT ROADWAY AND CREATED THE CENTERLINE FROM THIS SHAPE. ACCORDING TO EMAIL CORRESPONDENCE WITH THE BLM, THE ROW GRANT FILE OR 051362 MEMORIALIZES THIS ROUTE AS 60 FEET IN WIDTH. I OFFSET THIS CENTERLINE 30.00 FEET NORTH AND SOUTH TO ESTABLISH THIS 60.00 FOOT RIGHT OF WAY WITHIN THE AREA OF THIS SURVEY. SHEET INDEX SHEET DESCRIPTION 1 SHEET INDEX, NARRATIVE, LEGEND, REFERENCE SURVEYS, PROJECT AREA, AND PROJECT CONTROL 2 N.W. 43RD (McCOIN RD.), DETAIL OF INTERSECTION, LINE TABLE, AND POINT TABLE 3 LOWER BRIDGE WAY - STATION 50+00 TO 65+00 AND CURVE TABLE 4 LOWER BRIDGE WAY - STATION 65+00 TO PROJECT END AND CURVE TABLE PROJECT CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET N.W. 43RD (McCOIN RD.) 1 499455.78 3316616.33 1/2" IR RPC 29+93.96 22.8911 3 497332.73 3316438.70 1/2" IR RPC 51+21.62 86.30L 313 498682.18 3316516.46 1/2" IR RPC 37+73.96 17.9311 LOWER BRIDGE WAY 4 496937.80 3316294.14 1/2" IR RPC 56+68.06 26.7911 5 496854.90 3317142.25 1/2" IR RPC 65+17.32 22.2011 307 497109.93 3315305.13 1/2" IR RPC BEYOND STATIONING 310 497034.93 3315692.57 1/2" IR RPC 50+58.71 30.6411 311 497101.30 3318392.77 1/2" IR RPC 77+90.79 23.75L 312 497050.44 3319469.66 1/2" IR RPC BEYOND STATIONING REFERENCE SURVEYS LEGEND: ###.##' - MEASURED DISTANCE (###.##')(#) - RECORD DISTANCE PER REFERENCE NUMBER (BELOW) ###.##'(&#) - MEASURED AND RECORD DISTANCE PER REF. NO. (BELOW) (1) - RD 02510, DESCHUTES COUNTY ROAD DEPARTMENT (FIELD BOOK # 109, PAGE 1) DATED MAY 12, 1964. (2) - OCRR 0809, DESCHUTES COUNTY SURVEY RECORDS, DATED SEPTEMBER 29, 1988. LEGEND: C# - CURVE IDENTIFIER, SEE TABLE. L# - LINE SEGMENT IDENTIFIER, SEE TABLE. 1 0 - RECOVERED SURVEY MONUMENT - HELD. ❑ - CALCULATED POSITION, NO MONUMENT FOUND OR SET. ### - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. TAX LOT A - SET HHPR CONTROL POINT AS NOTED IN 1413070000800 TABLE. 07 mmo,m - FOUND SOUTH QUARTER CORNER OF SECTION 7. 18 USA 313 • .................. • • DIMENSIONING LINE BUREAU OF LAND - - - - - - - - - - - - - - EDGE OF EXISTING PAVEMENT MANAGEMENT - RESOLVED CENTERLINE OF ROAD TAX LOT 1413000002600 APPROXIMATE SECTION LINE 0 z o ABBREVIATIONS: U •• S. OCRR OREGON CORNER RESTORATION RECORD '9S/ ' 05,, = SO,c BP = BEGINNING POINT OF ALIGNMENT F� EP = END POINT OF ALIGNMENT z 9h'ik, S1, IR = IRON ROD (REBAR) USA : O'S RPC = RED PLASTIC CAP INSCRIBED BUREAU OF LAND "HHPR CONTROL" MANAGEMENT TAX LOT 1413000002600 CORNER OF SECTIONS A 3 404 TAX LOT 7, 8, 17, AND 18, NOT 1413070000800 TIED IN THIS SURVEY. SECTION 07 07 SECTION 18 . . . • . . SECTION 07 -�� • . 311 SECTION 18 1 8 - . . . . 307 310 312 4 LOWER BRIDGWAyE TAX LOT TAX LOT 5 14131 0 00300 14131 0 00100 USA BUREAU OF LAND MANAGEMENT TAX LOT 1413000002600 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 RENEWS: 6-30-2025 0 250 500 1000 SCALE. 1" = 500' Harper HP t Houf Peterson Righellis Inc. EN GIN E E R S *PLAN N ERS LANDSCAPE ARCHITECTS * SURVEYORS 250 NW Franklin Avenue, Suite 404, Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 DCO-04 10/17/2023 JTH/CLG SHEET 1 OF 4 LEGEND: C# - CURVE IDENTIFIER, SEE TABLE. L# - LINE SEGMENT IDENTIFIER, SEE TABLE. - RECOVERED SURVEY MONUMENT - HELD. ❑ - CALCULATED POSITION, NO MONUMENT FOUND OR SET. ### - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - SET HHPR CONTROL POINT AS NOTED IN TABLE. 07 yaa - FOUND SOUTH QUARTER CORNER OF 18 SECTION 7. • .................. • • DIMENSIONING LINE - - - - - - - - - - - - - - EDGE OF EXISTING PAVEMENT — RESOLVED CENTERLINE OF ROAD APPROXIMATE SECTION LINE OCRR = OREGON CORNER RESTORATION RECORD BP = BEGINNING POINT OF ALIGNMENT EP = END POINT OF ALIGNMENT IR = IRON ROD (REBAR) RPC = RED PLASTIC CAP INSCRIBED "HHPR CONTROL" PORTION OF P.I. CALCULATED FROM McCOIN ROAD NOT TREE BLAZES PER (1) N :500734.49 RETRACED IN THIS E:3316812.49 SURVEY. CONTROL, RECOVERY AND RETRACEMENT MAP LOCATED IN THE WEST ONE-HALF OF SECTION 7 AND THE NORTH ONE-HALF OF SECTION 18, TOWNSHIP 14 SOUTH, RANGE 13 EAST, W.M., DESCHUTES COUNTY, OREGON �CHUTESZ%OOJ��/�� SURVEYED:JULY, 2023 ZOZ3 No SO Bad NA� 1I�IS DETAIL "A" 1if = Zo' � Z o u INTERSECTION: STA:55+05.71 NW 43RD (McCOIN RD.) c STA:56+71.11 LOWER BRIDGE WAY d' N:496963.72 E:3316301.59 f z MCCOIN RD. CENTERLINE EXTENDS 0.57' SOUTH OF INTERSECTION WITH LOWER ° N11°��,13, BRIDG� Y CENTERLINE. (64 64 04'j{a) — — LOUVER BRIDGE W AY _ cy�l-t ES Coy 77 � F 7 18 cPG `S804 1g�� G<v YORS pFF\ 404 5/8" IR WITH 3-1/4" ALUMINUM CAP, LOOSE IN ROCK, TIED AT DRILL HOLE IN ROCK NW 43RD (McCOIN RD.) BP:22+00.00 s` N:500239.47'. o E:3316745.67 USA o BUREAU OF LAND 2 '. FOR LOWER MANAGEMENT BRIDGE WAY TAX LOT ------o_________ 1413000002600 SEE SHEETS 3-4 C o — o N RD•) Z. z S07043'1311W 00 --o____ EDGE OF EXISTING wlw j 0p' 8S W _ PAVEMENT S11° - - i ---_ .--06W '806.2 - ---- O LINE TABLE MEASUREMENTS ARE FROM BLAZE ON FACE OF TREE LINE BEARING DISTANCE L1 S56059'40"E 89.90' &(1) L2 N73°30'30"E 70.90' &(1) 0 50 100 200 SCALE. 1" = 100' EDGE OF EXISTING 13 W 3$05•83o ----- _ coPAVEMENT tr S07 -- _ o --o °4 ------_ 3 23 W o NW 43RD (McCOIN RD.) USA --�� EP:55+06.28 BUREAU OF LAND MANAGEMENT TAX LOT 1413000002600 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET N.W. 43RD (McCOIN RD.) 100 500714.360 3316744.792 BLAZE ON EAST FACE OF 16" DIAMETER JUNIPER. (1) BEYOND STATIONING 101 500783.458 3316737.383 NAIL IN BLAZE ON SOUTHEAST FACE OF 24" JUNIPER WITH SPLIT TRUNK. (1) BEYOND STATIONING 404 497132.183 3316815.219 5/8"X12" IR WITH 3-1/4" ALUMINUM CAP, LOOSE IN ROCK. TIED HOLE IN ROCK. (2) 52+69.77 486.34E REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 RENEWS: 6-30-2025 N:496963.15 E:3316301.51 00•�9S FOR INTERSECTION ` SEE DETAIL "A" FOR LOWER THIS SHEET BRIDGE WAY SEE SHEETS 3-4 Harper HP t Houf Peterson Righellis Inc. E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404, Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 R. cc CS 2"85. DCO-04 10/17/2023 JTH/CLG SHEET 2 OF 4 N C# - CURVE IDENTIFIER, SEE TABLE. L# - LINE SEGMENT IDENTIFIER, SEE TABLE. - RECOVERED SURVEY MONUMENT - HELD. ❑ - CALCULATED POSITION, NO MONUMENT FOUND OR SET. ### - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - SET HHPR CONTROL POINT AS NOTED IN TABLE. 07 mm*mo - FOUND SOUTH QUARTER CORNER OF 18 SECTION 7. • .................. • • DIMENSIONING LINE - - - - - - - - - - - - - - EDGE OF EXISTING PAVEMENT — RESOLVED CENTERLINE OF ROAD APPROXIMATE SECTION LINE ABBREVIATIONS: OCRR = OREGON CORNER RESTORATION RECORD BP = BEGINNING POINT OF ALIGNMENT EP = END POINT OF ALIGNMENT IR = IRON ROD (REBAR) RPC = RED PLASTIC CAP INSCRIBED "HHPR CONTROL" USA BUREAU OF LAND MANAGEMENT TAX LOT 1413000002600 CONTROL, RECOVERY AND RETRACEMENT MAP LOCATED IN THE WEST ONE-HALF OF SECTION 7 AND THE NORTH ONE-HALF OF SECTION 18, TOWNSHIP 14 SOUTH, RANGE 13 EAST, W.M., DESCHUTES COUNTY, OREGON SURVEYED:JULY, 2023 SECTION 07 SECTION 18 FOR N.W. 43RD(McCOIN RD. 1 t ! t I t 1153100 404 I t 07 t • 1' t ; 18 t t t DESCNUTES COUNT V SURVEYOR PILED By. Cu i'✓/s SECTION 07 SECTION 18 -` -- EDGE OF EXISTING AND INTERSECTION SEE ' t � _ S80°27'S9"E PAVEMENT SHEET 2 j54..ppi d ,13"E $ ° 11 ��o,� _ S8p°27SS9; --oo__ i N�1 5�og01� l `___ _ � 310 __ m � USA---u� S s0'27'5g„E BUREAU OF LAND `O-�__-- WER ___ ----_ ___�� `� MANAGEMENT EDGE OF EXISTING BR1p -- -� ___ GE Wqy ----_ ( -__ `'-- EDGE OF EXISTING o ^ TAX LOT PAVEMENT ,,_� __ oo .� `� ___ S80°27� PAVEMENT _____ S9 E 435 89' M + � ^ 1413000002600 `o a rn�� FOR INTERSECTION 4 _ -`--- _ Sso°27.59„E U �h M a. Z lkoo On rn d m SEE DETAIL "All NW 43RD (McCOIN RD.) -----__464.96, • SHEET 2 EP: 55+06.28 N:496963.15 S8 _ __oo 0°27'59"E M _ _ ti _ ______ C6 _ --- ----__ W LU E:3316301.51 _ _ LOWER o ____ ___ ____ o C1 __ ___ _ o "- -N 8R� p N GE — _ wqY-° _ ° - °------------ - -A - W USA - --------- C5 - � BUREAU OF LAND EDGE OF EXISTING 5 MANAGEMENT PAVEMENT TAX LOT 1413000002600 CURVE TABLE CURVE # RADIUS ARC LENGTH DELTA LONG CHORD C1 1350.00' 360.91' 15019'03" S880 07' 31"E 359.84' C5 1380.00' 368.93' 15°19'03" S88°0731"E 367.83' C6 1320.00' 352.89' 15°19'03" S88°07'31"E 351.84' 0 40 80 160 SCALE. 1" = 80' REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 RENEWS: 6-30-2025 Harper HP Houf Peterson Righelfis Inc. EN GIN E E R S• P L A N N ERS LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404, Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 I DCO-04 10/17/2023 JTH/CLG SHEET 3 OF 4 LEGEND: C# - CURVE IDENTIFIER, SEE TABLE. L# - LINE SEGMENT IDENTIFIER, SEE TABLE. • - RECOVERED SURVEY MONUMENT - HELD. ❑ - CALCULATED POSITION, NO MONUMENT FOUND OR SET. ### - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - SET HHPR CONTROL POINT AS NOTED IN TABLE. 07 mw*,o - FOUND SOUTH QUARTER CORNER OF 18 SECTION 7. • .................. • • DIMENSIONING LINE - - - - - - - - - - - - - - EDGE OF EXISTING PAVEMENT - RESOLVED CENTERLINE OF ROAD APPROXIMATE SECTION LINE ABBREVIATIONS: OCRR = OREGON CORNER RESTORATION RECORD BP = BEGINNING POINT OF ALIGNMENT EP = END POINT OF ALIGNMENT IR = IRON ROD (REBAR) RPC = RED PLASTIC CAP INSCRIBED "HHPR CONTROL" USA BUREAU OF LAND MANAGEMENT TAX LOT 1413000002600 SECTION 07 SECTION 18 CONTROL., RECOVERY AND RETRACEMENT MAP LOCATED IN THE WEST ONE-HALF OF SECTION 7 AND THE NORTH ONE-HALF OF SECTION 18, TOWNSHIP 14 SOUTH, RANGE 13 EAST, W.M., DESCHUTES COUNTY, OREGON SURVEYED:JULY, 2023 " : r+, � 0 o� FIEDIESCHMS CO - UNTY SURVEYOR - 10145 20 23 my. Co S TAX LOT 1413070000800 +gym m^M ^^^ ��Ln � M +000 r,r, h M r-o� 111 �o� 110"1 rrnm m rrnm M rCnM m azw Q_Zw a-Zu.i wZ6.i C12 USA �' M _N_88°14'05"E 126.74' ---- AL J11 589-55'08"E BUREAU OF LAND vo. Z "' C1_0____--- -- o N88°14'05"E 126.74' C4 S89055'08"E MANAGEMENT C3 _ LOWER BRIDGE WAY LOT a'TAX __--'-- , - ' o ,n - _ p - -- - N88°14'05"E 126.74' C11 S89°55'0$"E 14130 0 02600 6, ,-� _ -__ _-r--- rn C9- EDGE OF EXISTING 1 c- PAVEMENT - 1„E " TAX LOT rn rn rn r m °35 1413180000300 a dncC8 ,o `O r m EDGE OF EXISTING Q Z w 222_43' _ __ o ---- -C2 -_ o - - -- m --'-- -''' PAVEMENT m N84°12158"E - - E 222.43' - __-� 00 o _ `° w ----- ---_-__-` N84012'58 _,.�.. w - o ___ rn i ` LOWER BR�D�E------ -`-_ USA ,� l `� - _ ! _ N84°12`58E 222.43' BUREAU OF LAND LU - _ MANAGEMENT � 5 TAX LOT 1413000002600 1-10 so 160 0 5181- +49- ?6+ SCALE: 1 " = 1-e Sol CURVE TABLE CURVE # RADIUS ARC LENGTH DELTA LONG CHORD C2 2000.00' 335.94' 9037'27" N790 24' 14"E 335.55' C3 1200.00' 285.73' 13038'34" N81° 24' 48"E 285.06' C4 1200.00' 38.67' 1°50'47" N890 09' 28"E 38.67' C7 2030.00' 340.98' 9°37'27" N79°24'14"E 340.58' C8 1970.00' 330.90' 9037'27" N79024'14"E 330.52' C9 1170.00' 278.59' 13°38'34" N81°2448"E 277.93' C10 1230.00' 292.88' 13038'34" N81024'48"E 292.19' C11 1170.00' 37.70' 1°50'47" N89°09'28"E 37.70' C12 1230.00' 39.64' 1050'47" N89009'28"E 39.63' F GISTERED FESSIONAL D SURVEYOR G OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 RENEWS: 6-30-2025 Harper HP t Houf Peterson Righellis Inc. E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404, Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 DCO-04 10/17/2023 JTH/CLG SHEET 4 OF 4