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HomeMy WebLinkAboutSurvey 20233jo..-a3s SHEET 2 OF 5 WATER RIGHTS PRAIRIE CROSSING, PHASES 4 & 5 LOCATED IN THE NORTHEAST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON CITY OF REDMOND LAND USE FILE: 711-17-000220-SUB, 71 1-19-000034-MA, DATE: MARCH, 2020 WATER RIGHTS APPURTENANT TO THESE LANDS WERE QUITCLAIMED PER DOCUMENT 2009-19340, DESCHUTES COUNTY OFFICIAL RECORDS, RECORDED 05/11/2009. PLAT NOTES 1. THIS SUBDIVISION PLAT IS SUBJECT TO THE DECISION OF CITY OF REDMOND LAND USE FILES: 711-17-000220-SUB, 711-19-000034-MA, AND 711-19-000120-MA. COLD SPECIAL EASEMENT NOTE THE CENTRAL OREGON IRRIGATION DISTRICT CANAL IRRIGATION EASEMENT SHOWN ON SHEET 4 OF THIS PLAT PURSUANT TO UNITED STATES PATENT #478568 THE DISTRICT SHALL HAVE THE RIGHT TO INSTALL, PIPE, MAINTAIN AND OPERATE ITS IRRIGATION SYSTEM ABOVE AND BELOW GROUND AND ALL OTHER RELATED FACILITIES WITHIN THE CANAL IRRIGATION EASEMENT. THIS INCLUDES THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE THE REMOVAL OF ANY OBSTRUCTIONS THAT MAY BE PLACED WITHIN THE CANAL EASEMENT AT THE LOT OWNER'S EXPENSE. AT NO TIME MAY PERMANENT STRUCTURES BE PLACED WITHIN THE CANAL EASEMENT, NOR MAY ANY OTHER OBSTRUCTION BY PLACED WITHIN THE EASEMENT WHICH INTERFERES WITH THE USE OF THE CANAL EASEMENT WITHOUT PRIOR WRITTEN APPROVAL OF THE CENTRAL OREGON IRRIGATION DISTRICT. DESCHUTES COUNTY SURVEYOR FILED � 3 �.Dao BY: unk�.lb�, CITY OF REDMOND SPECIAL PUBLIC UTILITY EASEMENT NOTE OF SECTION 30, 71 1-19-000120-MA THE PUBLIC UTILITY EASEMENT (PUE) SHALL BE USED TO CONSTRUCT AND MAINTAIN PUBLIC UTILITIES (UTILITIES) INCLUDING BUT NOT LIMITED TO CITY WATER, SEWER AND STORM DRAINAGE UTILITIES AND GAS, ELECTRICAL, PHONE AND COMMUNICATIONS SERVICES AND FOR UNRESTRICTED INGRESS AND EGRESS TO AFFECTED PROPERTIES FOR THE PURPOSE OF INSTALLING, REPAIRING, TESTING, MAINTAINING, AND REPLACING THE UTILITIES AND RELATED FACILITIES. THE PUE SHALL BE NON-EXCLUSIVE EXCEPT THAT THE CITY AND UTILITIES SHALL HAVE THE EXCLUSIVE RIGHT TO CONSTRUCT, INSTALL, MAINTAIN AND OPERATE THE UTILITIES, THEIR EQUIPMENT AND ALL RELATED FACILITIES ABOVE AND BELOW GROUND WITHIN THE PUE INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE THE REMOVAL OF ANY OBSTRUCTIONS INCLUDING TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE PUE AT THE AFFECTED PROPERTY OWNER'S EXPENSE. PROPERTY OWNERS MAY USE THE SURFACE OF THE PUE PROVIDED SUCH USE DOES NOT INTERFERE WITH THE CITY'S AND UTILITIES RIGHTS CONTAINED IN THIS EASEMENT. PROPERTY OWNERS SHALL NOT PERMIT ANY OTHER USE OR UTILITIES TO BE LOCATED IN THE PUE WITHOUT THE WRITTEN CONSENT OF THE CITY. APPROVED USES WITHIN THE PUE SHALL CONSIST OF, BUT ARE NOT LIMITED TO, LANDSCAPING, PAVED DRIVEWAY OR PARKING AREAS, TRAILS, PATHS, SIDEWALKS OR OTHER USES THAT WILL NOT AFFECT THE ABILITY OF THE CITY OR UTILITIES TO ACCESS THE PUE. PROHIBITED USES SHALL CONSIST OF, BUT ARE NOT LIMITED TO, PERMANENT STRUCTURES, BUILDINGS, OR ANY OTHER OBSTRUCTION, EXCAVATION OR ALTERATION OF THE PUE. THE PUE SHALL PERPETUALLY ENCUMBER ALL AFFECTED PROPERTIES. CITY AND UTILITIES SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE UTILITIES AND RELATED FACILITIES LOCATED WITHIN THE PUE. ALL AFFECTED PROPERTIES AND PROPERTY OWNERS SHALL BE RESPONSIBLE FOR LANDSCAPE AND SURFACE MAINTENANCE WITHIN THE PUE. CITY AND UTILITIES USE OF THE PUE SHALL NOT UNREASONABLY INTERFERE WITH OWNER'S USE OF ITS PROPERTY. THE CITY AND UTILITIES DO HEREBY AGREE TO DEFEND, HOLD HARMLESS, AND INDEMNIFY AFFECTED PROPERTIES AND OWNERS, THEIR SUCCESSORS AND ASSIGNS, FROM ANY CLAIM OF LIABILITY OR ANY OTHER CLAIM INVOLVING THE UTILITIES, OR ARISING OUT OF THE UTILITIES USE OF THE PUE, UNLESS CAUSED BY PROPERTY OWNER'S NEGLIGENT OR WILLFUL CONDUCT OR PROPERTY OWNER'S FAILURE TO FULFIL ITS MAINTENANCE OBLIGATIONS. CITY OF REDMOND SPECIAL PUBLIC ACCESS EASEMENT NOTE THE EASEMENT SHALL BE USED TO CONSTRUCT AND INSTALL SIDEWALK AND PAVED PUBLIC PATH (SIDEWALK/PATH) AND FOR UNRESTRICTED INGRESS AND EGRESS TO AFFECTED PROPERTY AND PUBLIC USE OF THE SIDEWALK/PATH. THE EASEMENT SHALL BE NON-EXCLUSIVE EXCEPT THAT THE CITY SHALL HAVE THE EXCLUSIVE RIGHT TO ACCESS THE SIDEWALK/PATH AND EARTH CUT/FILL SLOPE, AND ALL RELATED FACILITIES WITHIN THE EASEMENT. PROPERTY OWNER MAY USE THE SURFACE OF THE EASEMENT PROVIDED SUCH USE DOES NOT INTERFERE WITH CITY'S RIGHTS CONTAINED IN THIS EASEMENT. PROHIBITED USES SHALL CONSIST OF, BUT ARE NOT LIMITED TO, PERMANENT STRUCTURES, BUILDINGS, FENCES, OR ANY EXCAVATION OR ALTERATION OF THE SIDEWALK/PATH AND EARTH SLOPE. PROPERTY OWNER SHALL NOT PERMIT ANY OTHER UTILITIES TO BE LOCATED IN THE EASEMENT WITHOUT THE WRITTEN CONSENT OF THE CITY. THE EASEMENT SHALL PERPETUALLY ENCUMBER THE PROPERTY. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIDEWALK/PAVED PATH AND RELATED FACILITIES LOCATED WITHIN THE EASEMENT AS REQUIRED BY REDMOND CODE FOR SIDEWALKS AND A SEPARATELY RECORDED MAINTENANCE AGREEMENT BETWEEN THE CITY AND PROPERTY OWNER. PROPERTY OWNER SHALL ALSO BE RESPONSIBLE FOR LANDSCAPE AND SURFACE MAINTENANCE WITHIN THE EASEMENT. CITY OF REDMOND SLOPE EASEMENT NOTE THE EASEMENT SHALL BE USED TO CONSTRUCT AND MAINTAIN THE EARTH CUT/FILL SLOPE SUPPORTING THE ADJACENT STREET IMPROVEMENTS AND FOR UNRESTRICTED INGRESS AND EGRESS TO AFFECTED PROPERTIES FOR THE PURPOSE OF MAINTAINING THE EARTH CUT/FILL SLOPE AND RELATED FACILITIES. THE EASEMENT SHALL BE NON-EXCLUSIVE EXCEPT THAT THE CITY SHALL HAVE THE EXCLUSIVE RIGHT TO CONSTRUCT AND MAINTAIN THE RELATED EARTH CUT/FILL SLOPE AND ALL OTHER RELATED FACILITIES WITHIN THE EASEMENT. PROPERTY OWNERS MAY USE THE SURFACE OF THE EASEMENT PROVIDED SUCH USE DOES NOT INTERFERE WITH THE CITY'S RIGHTS CONTAINED IN THE EASEMENT. PROPERTY OWNERS SHALL NOT PERMIT ANY OTHER USE OR UTILITIES TO BE LOCATED IN THE EASEMENT WITHOUT THE WRITTEN CONSENT OF THE CITY. APPROVED USES WITHIN THE EASEMENT AREA SHALL CONSIST OF, BUT ARE NOT LIMITED TO, PAVED DRIVEWAY OR PARKING AREAS, TRAILS, PATHS, LANDSCAPING OR OTHER USES THAT WILL NOT AFFECT THE ABILITY OF THE CITY TO ACCESS THE EASEMENT AREA. PROHIBITED USES SHALL CONSIST OF, BUT ARE NOT LIMITED TO, PERMANENT STRUCTURES, BUILDINGS, OR ANY EXCAVATION OR ALTERATION OF THE EARTH SLOPE. PLACEMENT OF ADDITIONAL FILL ABUTTING THE SLOPE IS ACCEPTABLE. THE EASEMENT SHALL PERPETUALLY ENCUMBER ALL AFFECTED PROPERTIES. CITY SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE EARTH CUT/FILL SLOPE AND RELATED FACILITIES SUPPORTING THE ADJACENT STREET IMPROVEMENTS LOCATED WITHIN THE EASEMENT. PROPERTY OWNERS SHALL ALSO BE RESPONSIBLE FOR LANDSCAPE AND SURFACE MAINTENANCE WITHIN THE EASEMENT. REGISTERED PROFESSIONAL (LAND SURVEYOR V OREGON ' JULY 11, 2006 HAYES A. MCCOY 8568$LS EXPIRES 12/31 /20 1, HAYES A. McCOY, OREGON REGISTERED PROFESSIONAL LAND SURVEYOR NO.65686, HEREBY CERTIFY THIS IS A TRUE AND EXACT COP F ME��PbED IN THE DESCHUTES COUNTY C RKS OFFICE. Z�Z _F[AY15S A. McCOY DATE C� 20233 :17 ow cl 3 y SHEET 3 OF 5 (S89" 48' 56"E (S89° 48' 5611E S89° 45' 190E W1/4 CORNER OF SEC. 30 1327.74')5 1322.80') l 1327.70' LEGEND 0 FOUND 1/2' IRON PIPE PER MP-81-54, CS01397, CAP MISSING AT TIME OF SURVEY, HELD. e FOUND 1/20 IRON PIPE WITH NO CAP PER MJP-78-20, CS01401, HELD. © FOUND 3/40 IRON PIPE WITH NO CAP PER MJP-78-20, CS01401, HELD. 0 FOUND 3/40 IRON PIPE WITH YPP MARKED "POVEY & ASSOC." PER PRAIRIE CROSSING P.U.Q., PHASES I, 11, AND III, CS19650, RECORDED 5122/2018, HELD. ® CALCULATED, REFERENCED BY WITNESS CORNER. 0 SET 5/8" X 24" IRON ROD WITH A YELLOW PLASTIC CAP, MARKED N.A. MCCOY ENGRti SET 5/8" X 24" IRON ROD WITH A YELLOW PLASTIC CAP MARKED "H.A. MCCOY ENGR" PER POST MONUMENT NOTE (SEE SHEET 1). ❑ SET 5/8" X 30" IRON ROD WITH AN ALUMINUM CAP MARKED N.A. MCCOY ENGR" PER POST MONUMENT NOTE (SEE SHEET 1). * MONUMENT DESTROYED BY CONSTRUCTION, REPLACED WITH SET 518' X 24" IRON ROD WITH A YELLOW PLASTIC CAP, MARKED "H.A. MCCOY ENGR". ()1 RECORD INFORMATION PER CS01401, MAJOR PARTITION NO.MJP-78-20, FILED 3/9/1978, MANSFIELD. ()2 RECORD INFORMATION PER CS01397, MINOR LAND PARTITION MP-81-54, FILED 5/6/1986, POVEY. ()3 RECORD INFORMATION PER CS19650, PRAIRIE CROSSING P.U.D., PHASES 1, II, AND III, FILED 5/2212018, BAHRKE. ()4 RECORD INFORMATION PER PLAN OF LOCATION FOR RIGHT OF WAY OF THE PILOT BUTTE CANAL, DATED JULY 3,1901 05 RECORD INFORMATION PER CS13488, SURVEY FOR LANTZ, HESTER AND HUNT, FILED 12/14/98, POVEY. CS COUNTY SURVEY NUMBER, DESCHUTES COUNTY SURVEY RECORDS PUE PUBLIC UTILITY EASEMENT PAE PUBLIC ACCESS EASEMENT CE EXISTING CQID EASEMENT ROW RIGHT-OF-WAY YPC YELLOW PLASTIC CAP YPP YELLOW PLASTIC PLUG SF SQUARE FEET REGISTERED PROFESSIONAL [LAND SURVEYOR OREGON/ JULY 11,/2006 HAYES A. MCCOY 44 65686LS J EXPIRES 12/31 /20 SCALE: 1 " = 100' FOR 18'W4" SHEETS 0 50' 109 200' PRAIRIE CROSSING, PHASES 4 & 5 LOCATED IN THE NORTHEAST ONE —QUARTER OF THE SOUTHWEST ONE —QUARTER OF SECTION 30, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON CITY OF REDMOND LAND USE FILE: 711-17-000220—SUB, 711-19-000034—MA, 711-19-000120—MA DATE: MARCH, 2020 (S890 48' 56"E 262.69')1 S89° 46' 28"E 257.75' i C-W1/16 CORNER OF SEC. 30 W cq a' C600N T r Y W w W cc �coU-) 0 0 0 0 C O o Z Z Z NOTES: 1 s 1, HAYES A. McCOY, OF.EGON REGISTERED PROFESSIONAL LAND SURVEYOR NO.65686, HEREBY CERTIFY THIS IS A TRUE AND EXACT COPY 0 T E P D IN THE DESCHUTES COUNTY 9LE5KS OFFICE. �2 Z A. MCCO DATE elk 0 -�o S4.92' COLD LATERAL B CENTERLINE LINE TABLE LINE BEARING LENGTH L1 S890 52 58"E 45.26' L2 S830 46' 47"E 34.09 L3 N65° 02' 18"E 34.09 L4 N890 24' 07"E 37.32' L5 S890 52 5811E 30.09 L6 S80° 31' 10"E 30.41' L7 N 1 ° 20' 51 "E 15.27' L8 NO" 03' 12"E 30.414 H.A. McCOY ENGINEERING &SURVEYING LLC 1180 SW LAIM ROAD SUrM 201 REDMOND. OR 9T156 (541) 923-7554 PREPARED FOR: 4158 HOLDINGS, LLC SW COYOTE AVE. REDMOND, OR 97756 CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD BEARING CHORD C1 350.00' 190.48' 31°10'55" N90 22' 14"W 188.14' ()1 450.00' 1 263.49 1 33°32155" NW 4& 1111W 259.74' LOT A MAJOR PARTITION MJP-78-20 CS01401 Lu -�-�_ DOCUMENT { N 804 33` 0 pW *- a 1999-51625 S80° 31, 10"E 887.27')1 * 887.3i -- L7 832.458 � STiNO 30 1-•--� PE{� BOOk36 `R.Q,W S80° 31' 1 pm ~--_ DOCUMENT 0 ao PAGE 207 _ wr _ _ y 395.70� L8 _ L6 2013-45433 BOOK 215 I -- PAGE 2253 w I LOT 158 LOT 159 EXISTING 70' y L I LOT 160 COLD LATERAL B o N I LOT 161 I I EASEMENT PER ()1 25 (S89 23 09 "W 32512 N89° 24' 07"E 327.99' z I 123.11' 204.88' I I L4 85.79 * I po LOT 166 _ LOT 165 LOT 164 LOT 163 LOT 162 TRACT A '`� .�► LOT 167 I DOCUMENT 2018-24515 1. TRACT A IS RESERVED FOR AN IRRIGATION EASEMENT. 2. TRACTS B AND C HAVE PUBLIC ACCESS EASEMENTS OVER THEIR ENTIRETY. 3. TRACTS B AND C HAVE A COLD EASEMENT OVER THEIR ENTIRETY. 4. TRACT D HAS A STORM DRAINAGE EASEMENT OVER ITS ENTIRETY PER DOCUMENT NO.2020-21815. 001- SW1/16 CORNER OF SEC. 30 N890 52' 58"W 642.47' (N89' 55' 22 W 651.10)1 DOCUMENT 2002-16207 a I 34' CE T W cve cl � ca �z r 34' CE Li S89° 52' 58"E (N89° 55' 2211W (N890 55' 22"W 1 SW BADGER LANE �T v, I to 0) LOT 168 , I EXISTING 39 R.O.W. PER ( I 1 DOCUMENT 2017-41822 LOT 171 LOT 172 LOT 173 LOT 174 LOT 175 I-w,y� I nw LOT 169 I w I I - T N U C) 0 00 I ¢ I h Z C) Q zcy) u I 3: I l — ml� I co LOT 170 I I LOT 180 LOT 179 LOT 178 I cm cn T�' - v I LOT 177 LOT 176 I o SW BADGER CREEK DRIVE �. `— J Io o co 1. LOT 181 LOT 182 LOT 183 LOT 184 LOT 185 LOT 186 LOT 187 LOT 188 ~ 1 cn TRACT D I (cr, I "' LOT 198 LOT 197 LOT 196 LOT 195 LOT 194 LOT 193 LOT 192 LOT 191 LOT 190 LO118911 I PARTITION PLAT 2002-61 SW BADGER AVENUE .QT 41 LOT 53 .QT 42 LOT 43 Z 0 LOT 55 LOT 44 v I LOT 45 z ¢ LOT 56 LOT 46 cn co LOT 57 SW BADGER PLACE c0 LOT 47 ` LOT 58 cc cn U p w NI LOT 48 ¢ LOT 59 C LOT 49 z LOT 60 LOT 50 U LOT 61 LOT 51 LOT 62 LOT 52 LOT 63 * 599.17' INITIAL POINT 1 N890 52' 58"W 644.42' SW COYOTE AVENUE N89° 55' 22"W 674A 1 1316s9' f--� 1325.59')1 EXISTING 39 R.O.W. PER DOCUMENT 2012-08946 C-S1/1fi CORNER 1314.92')5 OF SEC. 30 CS 2 0 2 3 3 1-co) 3Sp SHEET 4 OF 5 PRAIRIE CROSSING, PHASES 4 & 5 LOCATED IN THE NORTHEAST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SECTION 30, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON CITY OF REDMOND LAND USE FILE: 71 1-17-000220-SUB, 711-19-000034-MA, 711-19-000120-MA, DATE: MARCH, 2020 CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD BEARING CHORD Cl 350.00' 190.49 31°10'55' N90 2714"W 188.14' C2 384.00' 208.99 31'1955' S9° 22' 14"E 206.41' C3 384.00' 86.74' 1205633" NO° 15' 03"W 86.5C C4 384.00' 79.09 1104905' N120 37' 22"W 78.95' C5 384.00' 43.16 6°26'17" N21° 44' 33"W 43.13' C6 230.00' 57.66 14021'50" N820 52 1 T'E 57.51' C7 170.00' 42.77 1402448' N820 53' 46'E 42.65' C8 270.00' 66.20' 1400257" S82° 52' WE 66.04' C9 50.00' 173.26' 19nM7" N620 06 WE 98.67 C10 50.00' 33.5T 38°28'25' N37' 49 09"W 32.95' C11 50.00' 77.19' 880265T S780 43' 09'W 69.75' C12 50.00' 62.50' 7103713" S10 19 57'E 58.51' C13 230.00' 43.30' 1004T14' N50 2649"E 43.24' C14 230.00 8.63' 2°09'00" S9° 45' 56"W 8.6T C15 230.00' 34.67' n8'14" S4' 22' 19"W 34.64' C16 170.00' 42.62' 14°21'50' N820 52' 1 T'E 42.51' C 17 230.00' 57.86' 14T V48" N820 SY 46"E 57.71' C18 230.00' 33.89 8°26W' N790 54' 36"E 33.89 C19 230.0723.9T 5°58'19" N8r 0T WE 23.96' C20 330.00' 83.32' 1402T56' S820 39 WE 83.09' C21 330.00 13.77' 2023'26" SW 42 07"E 13.T? C22 330.00' 69.56 12004'30' S81 ° 28' 09'E 69.42 C23 50.00' 13.2Y 15°09'43" N680 02' 30"E 13.19' C24 170.00' 26.81' 90OZ'05" N4" 34' 15"E 26.79 C25 170.00' 16.30' 5°29'33" S8r 22' 15'W 16.29' C26 230.09 22.05' 50W33' 587° 22' 15'W 22.04' C27 230.00' 52.52 1300603" N83° 20' 27% 52.41' C28 176.71' 40.56 13OW534 N83' 22 22'W 40.46' C29 236.71' 54.32 13OW53' S830 22 22"E 54.20' C30 170.00' 38.82 1300603' S830 2V 27"E 38.74' C31 170.OU 9.07' 3003'22" N78' 19 36'W 9.0T C32 170.00' 29.75' 10°0141' N840 52' 08'W 29.72' C33 170.00' 16.39 S 29'33 N87° 22' 15 E 16.29' C34 230.00' 22.05' 5029`33" N87° 22' 15'E 22.04' C43 200.00' 50.14' 14021'50' S820 52 17"W 50.01, C44 200.00' 50.31' 14T448' S820 53' 46V 50.18` C45 300.00' 115.76' 22°06'30' N78° 59 35'W 115.04' C46 200.00' 75.01' 2102719' S10' 4T 51V 74.57' C47 200.00' 19A T 502933" N870 22' 15" E 19.17 C48 200.00P 19.17 5029'33" N87° 22 15"E 19.17 C49 200.00' 45.67' 13005'03' S830 20' 27"E 45.57' C50 206.71' 47.44' 13-0953' S83' 22' 22"E 47.33' 1I.A. M.FCOY ENGINEERING & SURVEYING LLC U80 SW LAKE ROAD SU rM 201 REDMOND, OR 97756 (541) 923-7554 PREPARED FOR: COBC HOLDINGS, LLC 4158 SW COYOTE AVE. REDMOND, OR 97756 DOCUMENT ~`-1999-51625 PER STI11lG 30' R 0 �-� 800K 360 PAGE � �07 N1 ° 20' 51 "E S8Q° 311 i0"E '"--15.2T s Q 8.32.45141 I 80 j 31' so"E Nu -_ EMERGENCY ACCESS EASEMENT 60 - 1 7 1 � �--�� 82 00'~ 395, 70, GRANTED BY THIS PLAT Wr o 1 1 9 S80° 31' 10"E REGISTERED AND PUBLlC SEWER EASEMENT I 4 �- --�.� - 30.41' 1 SEE DETAIL A, SHEET 5 -- PROFESSIONAL MENT RECORDED IN DOCUMENT 2020-21813 r 20' - _ui_ cv `_~'----_._l'.06` LAN SURVEYOR D20 C 5433 I o LOT 159 cci LOT 1 fi0 _ o ~ ~ ` ui 1 0' n, 9363 SF Z. cy?CL ;� LOT 161 f_(1�16 + LOT 158 z ^ o ' 0 9084 SF o op of I BOOK 215 c I 11963 SF z " ov rn 11321 SF Iti OREGON / EXISTING 7Y PAGE 2253 CY j z 10' SLOPE EASEMENT --IM I JULY 11, 2006 COID LATERAL B z I 13.85 lco HAYES6 �aLM COY 2� EASEMENT PER ()1 I .� _ S8 75,21, 5' PUE - J (S89°23 0911W 325)2 84.51 83.12' 92.25 I ° EXPIRES 12/31 /20 N890 24' 07"E 327.99' -`�. '. 115.40' a ' 84.15' - 74.18� 511001'07E . I • � - - - - + N89 56 48 W 273.73 SCALE: 1 " = 60' 37.32' I i a 142.60' 204.88' S 1 ° 20' 51 "W 55.57' * 8.27' N89 56' 48 W I 10.11, ° " 1 v 1 NO° 03' 12"E 66.25' SEE DETAIL E, SHEET 5 I N Q, N N _ 45.51' -1 I FOR 18 x24 SHEETS \ ¢ I I LOT 165 r m LOT 164 7 o LOT 163 T - LOT 162 c �! ;Z fm-N\_ LOT 166 ��G11 I 1 11911 SF o o uj 9090 SF a 9089 SF o 0 10206 SF o SEE DETAIL D SHEET 5 15573 SF ,i D a' z z I 0 30' 60' 120' �Zy ��`'�° I 9 I o s �`'tro'P� -3 177.82' ��+ T 10.36' - J \Q - ) N89052'58"W 190.33' _��_- s w � 1, HAYES A. MCCOY, OREGON REGISTERED PROFESSIONAL LAND IAcpr'� ��� / 31.30' 84.15' 84.16 C6 0 1 '� V� `' ! cm C8 N89° 5& 50"W 209.96' C7 SURVEYOR N0.65686, HEREBY CERTIFY THIS IS A TRUE AND EXACT � LOT 167 Iv •- �• COP E P F ED IN THE DESCHUTES COUNTY C E S OFFICE. a � 11374 SF ` C45 m DEDICATED R.O.W.: 1.87 ACRES C43 N89° 53' S0"W 209 C44 ON t= Cl IF LOT 41 1 LOT 42 1 LOT 43 1 to ZD Zc� s'y �,, \ , -❑ - - - -- o LOT 44 AY A. MCCO DATE o �A'' C14 ` U C23 SW°BADGER LANE 3' EAST ON CURVE 1 CA N890 52' S8"W 158.99' M C20 S89 53' S0 E 209.96' C17 T r � (v v v �� C2z-` 1 71.24' - -- 84.00'----54.73' C19 C18f� i I LEGEND LOT 168 C21 EXlSTlNG 30' R o W PER LOT 45 s 0 0 0 A 011 ()2 ()3 ()4 05 CS PUE PAE CE ROW YPC YPP SF 9496 SF FOUND 1/2" IRON PIPE PER MP-81-54, CS01397, �` I ( w w w DOCUMENT 2017-41822 _ CAP MISSING AT TIME OF SURVEY, HELD. I CO(-�- i 0 PUE - - r = � LOT 172 - iv cm w z N89° 52' 58"W 127.7T 30' 30' 1 0 c o 6 LOT 173 o C6 LOT 174 N LOT 175 �' Q co FOUND 1/2" IRON PIPE WITH NO CAP PER MJP-78-20, CS01401, HELD. 1 �,I LOT 171 ° 0 9199 SF ° 0 9091 SF ° a 9104 SF cO cd 10187 SF °i _ =� 34� 1 V PUE �-I - o I 9350 SF z z z o! I v; o FOUND 314" IRON PIPE WITH NO CAP PER MJP-78-20, CS01401, HELD, pAti 1 T W I z w cn & Cf- v LOT 169 (� T LJ J rn I 5' PUE -- jED FOUND 3/4" IRON PIPE WITH YPP MARKED "POVEY & ASSOC " PER PRAIRIE 9066 SF I'�' T .4 S89° 52' 58"E 269.41' o I f-: CROSSING P.U.D., PHASES I, II, AND III, CS19650, RECORDED 512212018, HELD. v I °' o 83.09 85.09 84.00' S�2°42, r3 I N z a' o CALCULATED, REFERENCED BY WITNESS CORNER. I ! 17.41' 64. r3t S890 53' 50"E I : Q � - N89° 52 58" W 110.45 I �I I 75.59 1 r.,.wm cols Z SET 5/8" X 24" IRON ROD WITH A YELLOW PLASTIC CAP, MARKED "H.A. MCCOY I V_ `�" o I N N LOT 178 w i rcn ENGR cn ". 1 o a z v, I LOT 180 1� LOT 179 � ti 9392 SF r o + N � r~ o pm LOT 170 I T° ° 7 1 9140 SF o 0 9326 SF o o w c"} ao w Y ° v 0 o c ° r ° � � o .- LOT 177 ( 7"�'d o SET 518' X 24" IRON ROD WITH A YELLOW PLASTIC CAP MARKED'H.A. MCCOY v 9669 SF i � "� "� 1 z z a. T 9425 SF '- p m r ENGR" PER POST MONUMENT NOTE (SEE SHEET 1). S6° 13' 13"W I I z �; LOT 176 N m :2( Er o I I o 9462 SF a. c� �. SET 5/8" X 30" IRON ROD WITH AN ALUMINUM CAP MARKED "H.A. MCCOY 6.1 V - 2'4�- - - t -10.42 z I I W ENGR' PER POST MONUMENT NOTE (SEE SHEET 1). 34.19' 110.25 44.71 85.00' 21.79 _ 1 w r N89° 52' 58'W 144.45' C25 C26 S89° 52' 58"E 151.519 C27 ��-- ` ` _ 1 t j LOT 48 240NUMENT DESTROYED BY " IRON OD WITH A YELLOW PLASTIC CAP,MED WITH SET 5/8' X ARKEDH A. MCCOY ENGR". "' 34.19' 143.50' 29.9T 47 s�SW BADGER CREEK DRIVE C49 �76°4T 55,w 3625, - ~ _ o _ r, r:- S89° 52' 58"E 207.66' S89° 52' 58"E 151.51' - Q S7S° o =2� _. � " 34' CE 2' WEST ON LINE 45 RECORD INFORMATION PER CS01401, MAJOR PARTITION NO.MJP-78-20, o ° S89° 52' 58"E _ 151.51' -� 4r55"F `'' 127 C28 o I S89 5� 58 E 210.86' FILED 319/1978, MANSFIELD, - C34 C33 C30 •45 0 34.19• 66.06' 55.00' 55.61' 55.00-1 55.09 C32 -' 876° 47, o C50 " � LOT 49 RECORD INFORMATION PER CS01397, MINOR LAND PARTITION MP-81-54, 16.1 V 1 _ _ ! 25.40' C31� 50` _ 1274S, v FILED 5/611986, POVEY. 34' SEE DETAIL B 74 95' co PAE w w Q. w w w w SHEET 5 w _ C29 RECORD INFORMATION PER CS19650, PRAIRIE CROSSING P.U.D., _ N - iv - m o - N - cv - cv - CE � T o T o � T w LOT 50 d' °' LOT 181 o LOT 182 o m o LOT 184 ao LOT 185 ao LOT 186 ao LOT 187 T c`ry LOT 188 iv _ 1 PHASES I,11, AND III, FILED 5122/2018, BAHRKE, ao � c� ri co Ci cri c� 'r, .� -c� co r Lu CV M 8155 SF o T 6215 SF o T o T 6244 SF o T 6316 SF o T 6316 SF o T 6291 SF o oLn a ,. cC:lv •- LOT 183 6330 SF C) RECORD INFORMATION PER PLAN OF LOCATION FOR RIGHT OF WAY OF cv z z 6250 SF z z z z THE PILOT BUTTE CANAL, DATED JULY 3,1901 z *� TRACT D cn cv 10744 SFLu r RECORD INFORMATION PER CS13488 SURVEY FOR LANTZ HESTER `t'' 'l S890 52' 58"E 595.1Y I > r. nr 126.83' LOT 51 AND HUNT FILED 12/14/98 POVEY - - v ' t w N Lj m 78.27' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00'A. ti COUNTY SURVEY NUMBER, DESCHUTES COUNTY SURVEY RECORDS co z d �, I ° PUBLIC UTILITY EASEMENT co ~ w w w LOT 195 w w w LOT 192 w coo LOT 198 r o LOT 197 N o LOT 196 r o 6050 SF r o LOT 194 o LOT 193 - 0 6050 SF + 9263 SF PUBLIC ACCESS EASEMENT o o 6050 SF o 6050 SF o w o fi050 SF o 6050 SF o w o M ° ° r ° T- o T ° r o T = ° EXISTING COID EASEMENT RIGHT-OF-WAY YELLOW PLASTIC CAP YELLOW PLASTIC PLUG SQUARE FEET DOCUMENT 2018-24515 52' 58"W V 642.47' 20` z z z °- z z z °- z EMERGENCY o 0 r--- If-r _ _ I � 34.19' 1 34' CE DOCUMENT 2002-16207 ACCESS - I j 11 --EASEMENT - -------- --�-- ----� Ll --L-- 90.16' 55.00' 55.00' 55.09 55.09 55.09 55.00' SW COYOTE AVENUE N89115Z 5811W - 641.1& 60.00' a 60.09 &A 66.8& I --J 5' PUE04 w w I r o LOT 191 '- o LOT 190 0 o LOT 189 0 6600 SF C 6600 SF o 7351 SF r o � C3 r z z I 60.00' - 60.00, - - I - 66.83' - * cl) SEE DETAIL C, SHEET 5 DEDICATED R.O.W.: 0.44 ACRES 599.17' N89° 523 58"W 644.47 EXISTING 30' R.O.W. PER DOCUMENT 2012-08946 (N89° 55' 2211W)1 INITIAL POINT -1 c8l _! S890 52' 58"E 30.00'-' C-S1 /16 CORNER OF SEC. 30 l LOT 52 m I z O U knI Na 0 N CS 2oz33 3:00 6) 3 (a SHEET 5 OF 5 I �r�cntn e O A ( )1 ()2 ()3 ()4 ()5 CS PUE PAE CE ROW YPC YPP SF FOUND 11T IRON PIPE PER MP-81-54, CS01397, CAP MISSING AT TIME OF SURVEY, HELD. FOUND 1/21 IRON PIPE WITH NO CAP PER MJP-78-20, CS01401, HELD. FOUND 3/4" IRON PIPE WITH NO CAP PER MJP-78-20, CS01401, HELD. FOUND 3/40 IRON PIPE WITH YPP MARKED "POVEY & ASSOC." PER PRAIRIE CROSSING P.U.D., PHASES 1,11, AND III, CS19650, RECORDED 5/22/2018, HELD. CALCULATED, REFERENCED BY WITNESS CORNER. SET 5/8' X 24' IRON ROD WITH A YELLOW PLASTIC CAP, MARKED "H.A. MCCOY ENGR". SET 5/8' X 24" IRON ROD WITH A YELLOW PLASTIC CAP MARKED "H.A. MCCOY ENGR" PER POST MONUMENT NOTE (SEE SHEET 1). SET 5/8' X 30" IRON ROD WITH AN ALUMINUM CAP MARKED "H.A. MCCOY ENGR" PER POST MONUMENT NOTE (SEE SHEET 1). MONUMENT DESTROYED BY CONSTRUCTION, REPLACED WITH SET 5/8" X 240 IRON ROD WITH A YELLOW PLASTIC CAP, MARKED "HA MCCOY ENGR'. RECORD INFORMATION PER CS01401, MAJOR PARTITION NO.MJP-78-20, FILED 3/9/1978, MANSFIELD. RECORD INFORMATION PER CS01397, MINOR LAND PARTITION MP-81-54, FILED 51611986, POVEY. RECORD INFORMATION PER CS19650, PRAIRIE CROSSING P.U.D., PHASES I, II, AND III, FILED 5/2212018, BAHRKE. RECORD INFORMATION PER PLAN OF LOCATION FOR RIGHT OF WAY OF THE PILOT BUTTE CANAL, DATED JULY 3,1901 RECORD INFORMATION PER CS13488, SURVEY FOR PRAIRIE CROSSING, PHASES 4 & 5 LOCATED IN THE NORTHEAST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SECTION 30, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON CITY OF REDMOND LAND USE FILE: 711-17-000220-SUB, 711-19-000034-MA, 71 1-19-000120-MA DATE: MARCH, 2020 SW BADGER AVENUE ..",ft.- . o J 1 PUE 7 13' i~- L 1 3.51 1 LOT 158 L� � l o 13► r ~-j 3.5' 7' LOT 159 nC:TAII A Itll1l SW BADGER CREEK DRIVE o V_ N PUE r I IT r 1T J I I 3.5' ­4 1 1 3.5' LOT 185 I I LOT 186 1 7' - J nI=TA II n r 7' LOT 194 I 3.5' -� lam13' J r N ---� LOT 193 I i-- 3.5' I 13' I PUE T SW COYOTE AVENUE ncTAII n l�llll l6j UA, McCOY ENGINEERING &SURVEYING LLC I= SW IAM ROAD SUrrE 201 R)MOND, OR 97756 (541) 923-7554 COBC HOLDINGS, LLC 4158 SW COYOTE AVE. REDMOND, OR 97756 REGISTERED PROFESSIONAL I, HAYES A. MCCOY, OREGON REGISTERED PROFESSIONAL LAND [LAND SURVEYOR SURVEYOR NO.65686, HEREBY CERTIFY THIS IS A TRUE AND EXACT COPY F T IN THE DESCHUTES COUNTY C E S OFFICE. & ZO ZZ) _ OREGON E A. MCCOY DATE JULY 11, 2006 HAYES A. MCCOY 65636LS EXPIRES 12/31 /20 LANTZ, HESTER AND HUNT, FILED 12/14/98, POVEY. ! COUNTY SURVEY NUMBER, DESCHUTES COUNTY rn f e3?�CN220I C38 I SURVEY RECORDS LOT 166 09' 30 E �/o o o f 1.26' ! PUBLIC UTILITY EASEMENT to/ c/. N1 ° 2C 51 "E S80 01' 31 "1M r` C3 -�l 6 `t 9.4,V I PUBLIC ACCESS EASEMENT 5.00 _/ I 20 EMERGENCY ACCESS EASEMENT f " � 11 J N1 ° 20' 51 "E C e3s GRANTED BY THIS PLAT AND 20' PUBLIC EXISTING COLD EASEMENT � - �' 1.35' _ I SEWER EASEMENT ' � � i �\ ! RECORDED IN DOCUMENT 2020-21813 RIGHT-OF-WAY 5 PUE �_ N30° 59 37"E ! I •- /�_ YELLOW PLASTIC CAP 0 5.00' I LOT 165 YELLOW PLASTIC PLUG z I SQUARE FEET ! !f 1� /j / S890 52' 580E 11.6& CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD BEARING CHORD ce 270.09 66.2a 1400257" S820 52" 220E 66.04' C10 50.07 33.5T 38T825` N37" 4V 09"W 32.95' C11 50.00' 77.19 W2959" S78° 43' 09"W 69.75' C35 60.00' 73.14' W5921 a S630 O6' 21 "W 68.69 C36 65.00' 9.97' 814TOT' N7r 34' 55"W 9.96, C37 75.W 6.52' 4°58'51" N700 41' 56"W 6.52' C38 75.00' 0.48' ()*=1" N680 01' 30'W 0.49 C39 65.00' 3.35' 2°57'25" N660 21' 48'W 3.35' C40 65.00' 6.61' 504943' N61 ° 59141W 6.61' C41 60.W 34.59 33001'43' N40° 32' 29"W 34.11' C42 260.00' 58.65' 12055W N830 25 07V 58.5Z C51 50.09 31.34' 35'54'42' N3T 06 00'W 30.83, C52 50.00' 2.24' 2033'43" N190 51' 47"W 2.24' I \\ nr:TAII I= PUE DOCUMENT 2013-45433 S890 24' 07"W 43.19 10.98' 31.12' 1.10, Pa s �? EXISTING 19 PUE FOR IRRIGATION PER co BOOK 340 PAGE 1530 TRACT A 1842 SF w � �Vo 111 C 0 c�M z 'RAr..T R S890 52' 580E 12.51' LOT 167 nI=TAII n co cv 0 v ca H OO N890 53' 50"W 31.29 - W iv ro _ o z o '-' o O T C z S890 5& 5011E 31.39 Af SW BADGER LANE CS 20233