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HomeMy WebLinkAboutSurvey 21670SHEET 1 OF 2 DECLARATION AND DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS: PARKSIDE PLACE, PHASE 2 A REPEAT OF TRACT R OF PARKSIDE PLACE, PHASE 1, LOCATED IN THE SOUTHWEST ONE —QUARTER OF THE SOUTHEAST ONE —QUARTER OF SECTION TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, CITY OF BEND PROJECT NUMBER: PLLD20230188 DATE: DECEMBER, 2025 THAT DRP ODIN 23, LLC, A DELAWARE LIMITED LIABILITY COMPANY, OWNER OF THE LANDS DESCRIBED ON THE ANNEXED MAP AND MORE PARTICULARLY DESCRIBED IN THE ACCOMPANYING SURVEYOR'S CERTIFICATE, HAS CAUSED THE SAME TO BE SURVEYED AND PLATTED INTO LOTS, STREETS, AND EASEMENTS AS SHOWN ON THIS PLAT IN ACCORDANCE WITH THE PROVISIONS OF THE OREGON REVISED STATUTES CHAPTER 92; AND DOES HEREBY DEDICATE TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE PUBLIC STREET RIGHT-OF-WAY, AS SHOWN HEREON, OF US HIGHWAY 20, 'NE GIVE PLACE, NE GATHER PLACE, AND NE UNITY PLACE, AS SHOWN AND NOTED ON THIS PLAT. AND DOES FURTHER DEDICATE TO THE PUBLIC FOREVER, THE PUBLIC UTILITY EASEMENTS (P.U.E.) SHOWN HEREON, AS EASEMENT AREAS FOR THE INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITY SERVICES AND THEIR ABOVE GROUND APPURTENANCE. UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN AND OPERATE THEIR EQUIPMENT AND ALL OTHER RELATED FACILITIES ABOVE AND BELOW GROUND WITHIN THE PUBLIC UTILITY EASEMENTS IDENTIFIED ON THIS PLAT MAP AS MAY BE NECESSARY OR DESIRABLE IN PROVIDING UTILITY SERVICES WITHIN AND WITHOUT THE LOTS IDENTIFIED HEREIN, INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE REMOVAL OF ANY OBSTRUCTIONS INCLUDING STRUCTURES, TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE PUE. THE UTILITY MAY REQUIRE THE LOT OWNER TO REMOVE ALL OBSTRUCTIONS AT THE OWNER'S EXPENSE, OR THE UTILITY MAY REMOVE SUCH OBSTRUCTIONS AT THE LOT OWNER'S EXPENSE. AT NO TIME MAY ANY PERMANENT STRUCTURES BE PLACED WITHIN THE PUE OR ANY OTHER OBSTRUCTION WHICH INTERFERES WITH THE USE OF THE PUE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE UTILITIES WITHIN FACILITIES IN THE PUE AND THE CITY ENGINEER. AND DOES FURTHER DEDICATE TO THE PUBLIC FOREVER A PUBLIC ACCESS EASEMENT OVER A PORTION OF LOT 50 AS SHOWN AND NOTED ON THIS PLAT. AND DOES HEREBY GRANT TO THE HOME OWNER'S ASSOCIATION A SIGNAGE EASEMENT WITHIN LOTS 65 AND 66 AS SHOWN AND NOTED ON THIS PLAT. AND HEREBY SUBMITS FOR APPROVAL AND RECORD SAID PLAT OF "PARKSIDE PLACE, PHASE 2", HENCEFORTH TO E SO KNOWN. Iz- io -avas' H UDIN HONARVAR, AUTHORIZED SIGNATORY DATE DRP ODIN 23, LLC, A DELAWARE LIMITED LIABILITY COMPANY BY DW GENERAL PARTNER, LLC, A DELAWARE LIMITED LIABILITY COMPANY ACKNOWLEDGMENT STATE OF N. ) SS COUNTY OF IV. . THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY OFLIL�eO , 201S TO BE A FREE AND VOLUNTARY ACT AND DEED BY HOUDIN HONARVAR, AUTHORIZED SIGNATORY FOR DRP ODIN 23, LLC, A DELAWARE LIMITED LIABILITY COMPANY, BY DW GENERAL PARTNER, LLC, A DELAWARE LIMITED LIABILITY COMPANY N(VARY'SIGNATUREO Jo hen c Cam. C� wt� r NOTARY PUBLIC - OREGQN^} - COMMISSION NO. 0( C 2. 0 0 a (o S S MY COMMISSION EXPIRES kn JOSEPHINE G CIMINO 7 NOTARY PUBLIC, STATE OF NEW YORK Registration No. 01 C10026551 Qualified in Nassau County My Commission Expires-S- 202 r. SURVEYOR'S CERTIFICATE I JASON L. SIMES, REGISTERED PROFESSIONAL LAND SURVEYOR 83256LS, DO HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS, THE LANDS SHOWN ON THE ACCOMPANYING MAP, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: LOCATED IN THE SOUTHWEST ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: TRACT R OF PARKSIDE PLACE, PHASE 1, THE INITIAL POINT BEING A 5/8" IRON ROD WITH A YELLOW PLASTIC CAP MARKED "H.A. MCCOY ENGR" AT THE NORTHEAST CORNER OF SAID TRACT R. THE ABOVE DESCRIBED TRACT OF LAND CONTAINS 3.62 ACRES, MORE OR LESS. NARRATIVE: Deschutes County Official Records Steve Dennison; County Clerk 2025_35300 351 01584869202500353000020023 D-PI AT Cnt=1 Pgs=2 stn=4 12/22/2025 08:07 AM OREGON. $60.00 $11.00 $61.00 $10.00 $10.00 $152.00 THE PURPOSE OF THIS PLAT IS TO SUBDIVIDE TRACT R OF PARKSIDE PLACE, PHASE 1 ACCORDING TO MY CLIENTS INSTRUCTIONS AND ACCORDING TO CITY OF BEND PROJECT NUMBER: PLLD20230188. THE SUBJECT PROPERTY IS LOCATED IN THE SOUTHWEST ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON. THE BOUNDARY WAS ESTABLISHED BY HOLDING FOUND MONUMENTS ALONG WITH RECORD BEARINGS AND DISTANCES PER PARKSIDE PLACE, PHASE 1. THE BASIS OF BEARINGS IS NORTH 89050'34" EAST AS SHOWN BETWEEN FOUND MONUMENTS ALONG THE NORTH LINE OF THE SUBJECT PROPERTY PER PARKSIDE PLACE, PHASE 1. PLAT NOTES 1. PROPERTY SUBJECT TO CITY OF BEND PROJECT NUMBER: PLLD20230188. 2. PROPERTY SUBJECT TO QUITCLAIM DEED (WATER CONVEYANCE AGREEMENT) PER DOCUMENT 2022-40540, DESCHUTES COUNTY OFFICIAL RECORDS, RECORDED 11/14/2022. (NOT MAPPED HEREON, BLANKET IN NATURE) 3. PROPERTY SUBJECT TO IRRIGATION EASEMENT PER DEED BOOK 18, PAGE 449, DESCHUTES COUNTY DEED RECORDS, APPROVALS RECORDED 05/18/1916. (NOT MAPPED HEREON, BLANKET IN NATURE) y "_ e, __� ;� DESCHUTES COUNTY SURVEYOR DESCHUTES COUNTY COMMISSIONER CITY QF�BEND ENGINEER X F_-flr.0 sraak.e, CITY OF BEND PLANNING DIRECTOR DATE 1z. •i g-2025 DATE 1Z 2S DA E 1Z/ia 2s DATE NOTE: SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF ANY DEDICATION MADE HEREIN TO THE PUBLIC. I HEREBY CERTIFY TAXES ARE PAID AS OF THIS DATE. R61-4,4 T u/ MCIZ 9ZA DESCHUTES COUNTY TAXC�LO EL CTOR DATE I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES REQUIRED BY LAW TO BE PLACED ON THE 2025-2026 TAX ROLL WHICH BECAME A LIEN ON THIS PLAT DURING THIS TAX YEAR BUT NOT YET CERTIFIED TO THE TAX COLLECTOR FOR COLLECTION HAVE BEEN PAID TO ME. grar DESCHUTES CMUNTWASSEMOR DATE DESCHUTES COUNTY SURVEYOR �ILE�3 12 .2 zzz�5.�V': SHEET INDEX 4. PROPERTY SUBJECT TO RIGHT OF WAY EASEMENT FOR AN ELECTRIC DISTRIBUTING LINE AND ALL NECESSARY OR DESIRABLE APPURTENANCES IN FAVOR OF PACIFIC POWER AND LIGHT COMPANY PER DEED BOOK 72, PAGE 296, DESCHUTES COUNTY DEED RECORDS, RECORDED 03/29/1946. (NOT MAPPED HEREON, BLANKET IN NATURE, NOTHING WAS OBSERVED CROSSING THE SUBJECT PROPERTY) 5. PROPERTY SUBJECT TO U.S. WEST COMMUNICATIONS EASEMENT PER DOCUMENT 1999-5629, DESCHUTES COUNTY OFFICIAL RECORDS, RECORDED 02/03/1999. (NOT MAPPED HEREON, OUTSIDE PLAT BOUNDARY) 6. PROPERTY SUBJECT TO CONDITIONS OF APPROVAL AGREEMENT PER DOCUMENT 2019-01892, DESCHUTES COUNTY OFFICIAL RECORDS, RECORDED 01 /18/2019. (NOT MAPPED HEREON, BLANKET IN NATURE) 7. PROPERTY SUBJECT TO HAYDEN HOMES PARKSIDE PLACE MASTER PLAN ANNEXATION AGREEMENT PER DOCUMENT 2023-08369, DESCHUTES COUNTY OFFICIAL RECORDS, RECORDED 04/12/2023. (NOT MAPPED HEREON, BLANKET IN NATURE) 8. PROPERTY SUBJECT TO MEMORANDUM OF OPTION AGREEMENT PER DOCUMENT 2025-17301, DESCHUTES COUNTY OFFICIAL RECORDS, RECORDED 07/02/2025. (NOT MAPPED HEREON, BLANKET IN NATURE) WATER RIGHTS STATEMENT PARKSIDE PLACE, PHASE 1 HAS AN ADJUDICATED 9.75 ACRES OF POND RIGHTS ON CERTIFICATES ISSUED TO COID. THE 9.75 ACRES OF POND RIGHTS HAVE BEEN QUITCLAIMED TO COLD; HOWEVER, THESE POND RIGHTS REMAIN APPURTENANT TO THIS LAND UNTIL COMPLETION OF A TRANSFER TO REMOVE THE 9.75 ACRES FROM THE DESCRIBED LANDS. UPON ISSUANCE OF AN ORDER BY OWRD, NO POND RIGHTS WILL REMAIN WITHIN THE BOUNDARIES OF PARKSIDE PLACE, PHASE 1. THERE ARE ALSO AN ADJUDICATED 0.25 ACRES OF IRRIGATION WATER RIGHTS ON CERTIFICATES ISSUED TO COID. THE CHARACTER OF THESE WATER RIGHTS ARE THE SAME AS THE ABOVE MENTIONED POND RIGHTS AND ARE IN QUITCLAIM STATUS. DEVELOPMENT CAN CONTINUE AND OCCUR WHILE THESE POND AND IRRIGATION WATER RIGHTS ARE IN QUITCLAIM STATUS. 1. DECLARATION AND DEDICATION, ACKNOWLEDGEMENT, SURVEYOR'S CERTIFICATE, APPROVALS, PLAT NOTES, WATER RIGHTS STATEMENT, NARRATIVE, SHEET INDEX, POST MONUMENT NOTE. 2. PARKSIDE PLACE, PHASE 2 BOUNDARY, LOTS 43-72, DETAILS A & B, LEGEND, LINE TABLE, CURVE TABLE. (2 - 1917-2-025 REGISTERED PROFESSIONAL LAND SURVEY -OR v 0FMG0N U NO ASON L .1SiMES 9 83256PLS EXPIRES 6/30/26 II.A.McCOY ENGINEERING & SURV£YING LLC H80 SW LAKE ROAD SUITE 201 REDMOND, OR 97756 (541) 923-7554 `PREPARED FOR: 520 MADISONODIN AVENUE, 21ST FLOORDRP 23, LLC I NEW YORK, NY 10022 0 SHEET 2 OF 2 0 I 40.00' 40.00' !-' Urw F- W clj uj nw cv � I aoU) � it }.. Fzm w 1- zuj w=Q 0wUw v, 0 0 cr ¢ 0 w W woCw r W ( 0LLI Z I I 1 PARKSIDE PLACE, PHASE 2 A REPEAT OF TRACT R OF PARKSIDE PLACE, PHASE 1, LOCATED IN THE SOUTHWEST ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER OF SECTION o TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, j US HIGHWAY 20 CITY OF BEND PROJECT NUMBER: PLLD20230188 DATE: DECEMBER, 2025 0 0 EXISTING 10' POWER LINE EASEMENT Cl 0` PER DEED BOOK 349, PAGE 254 0 0 Co o EXISTING 10' US WEST (CENTURYLINK) INITIAL POINT , o `' EASEMENT PER DOCUMENT 1999-19004 (N89° 50' 3411E 344.01')1 +10-001 RIGHT OF --- L ---WLA-Y- DIO-N- ----- �-----10.00' 0-027.00' 82.71' 42.038.3038.0038.040.0038.00' ----,z ----109.71'- N /--- ~ S890 50' 34"W 344 01' -� rn 0 T rn)M 0 T SIGNAGE EASEMENT a �° GRANTED THIS PLAT w o ~ LOT 68 3,153 F �° oo LOT 69 - SF c 0 r�i co cli co LOT 66 w c6 � LOT 67 CD 3,153 wcso LOT 70 LOT 71 o ao 2,978 SF 5,497 SF o r c� -°r° w � N w D N 3,165 SF cv 3,344 SF N -OG o a_ �o T a_ co T ao r ao T %� �_ -- cs ° z /� O Q C6 ° Cl Q co ° z ° z O z `- 10.57 LOT 65 L16 d 5,437 SF �. G'l 26.85' / 38.00' T 38.00` - T 40.00` t. L17 --�'i AW I co T-111 S89° 41' 34"E I co) 180.85' 1 -------- �Uo` `-L15 Cl 0 0 0 w 0 . N890 41' 34"WI L14 L33 O M SEE DETAIL A, THIS SHEET ek 66.99 _ oC4_ _ S89041- 34"E 237.00' _ _ o -------f- w o 215.00I o T I R54.00' n q o NE GATHER PLACE o LOT 64 r ci Q w 2,880 SF 1 v w I L 0 N89° 41' 34"W I � 160.00' -. I f \\ L13 v L29 80.00' _ 80A0' 0 cM O IT w w CA a, Z a- N O _' v , cs � z cr z � W O N U �F a z z + k z +I �8 � PAE------ ,-- - - - - - -- F-1 1 N890 41' 34"W 76.29' LOT 63 150 1 C2 w W o-i o I LOT 50 o o LOT 49 I o w o I �1g 3,210 SF 1 ��L34 a U L o I N 3,600 SF 'n 3,600 SF Z LS o 8.00 PUE --1 co N 1 ¢ I !-I / o co I - 8.00' PUE PER ()1 i N w L12 �- S890 41' 34"E 160.00' L22 - I L6 A co N T I _ I 80.00' _ - 80.09 LOT 48 8.00' PUE - 4 N890 41' 34"W 80.00 _ SEE DETAIL A f o THIS SHEET I o F- c' l L6 LOT 51 _ 0 U-) 3,600 SF _ t o 10 LOT 62 Id. W a `r) 3,600 SF SEE DETAILA�1`'' 3,200 SF i L5 CU ( _ �L11 I••- -I ° S89 41 34 E 80.00' - �- THIS SHEET 160.00 80.00' I -. L23 N890 41' 34"W 80.00' I- LOT 61 t o > W o f LOT 52 o LOT 47 o 3,360 SF { � QC51 3,200 SF 3,200 SFCS 8.00 PUE ---1 L4 U_ z 1 0 �L10 -1 S890 41' 34"E 160.00' f L24 ° , „ - -A W 80.00' _ �- 80.00' 1.. -� N89 4i 34 W 80.00 (- p 1 I-- 8.00' PUE 8.00' PUE --I o LOT 60 o Q o 01 LOT 53 0 o LOT 46 t o 1 C\i3,360 SF 1 °° o o � I 3,600 SF � 3,600 SF � I L6 f coui co LL 0 co ( J p co I o co j L3 - ~ L9 S890 41' 34"E 160.00' L25 �- N890 41' 34"W 80.00' I- w1 � 80.00' 80.00' Cl LOT 59 I I o (.0zo o co o l LOT 54 co o o LOT 45 I o co ao 3,360 SF 1 � o z o _t z< o " Z 3,200 SF o � 3,200 SF I o SEE DETAIL A ti� I z f z THIS SHEET L2 A 1 ~ L8 S890 41' 80.00' 3411E - �- 160.00' 80.00, }-. L26 N890 41' 34"W 80.00' 8.00'PUE -- LOT 44 1 (_ o LOT 58 0 o 30.00' 30.00' o f 'n 1 LOT 55 0 ui 3,600 SF a �i `r 3,360 SF I I 60.00' ROW I ( 3,600 SF SEE DETAIL A THIS SHEET � uj w L1 - I L_7 °C S89° 41' w w 80.00' 3411E _ 160.00' 80.00' -. L.L27 N890 41' 34"W w 80.00' j- � )'ClCL o LOT 57 0 0CD o 0 o cv o 00 cm0 o LOT 56CD ui 3,600 SF ao N 30.00` 30.00' N ,b c6 3,600 SF ui j" (N890 41' 34"W L. 8.00' PUE �i o LOT 43 C6 0 0 LOT 72 3,189 SF o w 4 0 N co o 7- _ 0 0 L 38.00, Lo 17 o W C7 N r _ r 0 22.00' a' to 4 r i ci � ' L32 L31 � 1 � I o W a; U co a_ NZ 00 � o W U) Z � I � 1 0 0 "I t � 50.00' ROW - i � 1 0 3,600 SF L6 cV 25.00' 25.00' ° 1 11 80.00 60.00) i 14 80.00' 80.00' (N890 41' 34"W 80.00')1 1 (N89° 41' 34"W 160.00')1 (SO' 18' 26"W 16.00')i (NO° 18' 26"E 16.00')1 00 0 co LIVINGSTON DRIVE o 0 cs co !- 0 0 of 00 N 0 cm N co r 0 r- w U) i a- L a- w 0 Y a_ U) F- F- (N89 41 34 W 50.00')1 (SO° 18' 26"W 16.00')1 LINE TABLE LINE BEARING DISTANCE L1 S890 41' 34"E 13.75' L2 S890 41' 34"E 13.75' L3 S890 41' 34"E 13.75' L4 S890 41' 34"E 13.75' L5 S890 41' 34"E 13.75' L6 S890 41' 34"E 13.75' L7 N890 41' 34"W 13.75' L8 N890 41' 34"W 13.75' L9 N890 41' 34"W 13.75' L10 N890 41' 34"W 13.75' L11 N890 41' 34"W 13.75' L12 N890 41' 34"W 13.75' L13 S890 41' 34"E 9.00, L14 S890 41' 34"E 6.75' L15 S440 21' 11 "E 6.75' L16 SO° 18' 26"W 6.75' L17 SO° 18' 26'W 8.75' L18 SO° 18' 26"W 13.75' L19 SO° 18' 26"W 13.75' L20 SO° 18' 26"W 13.75' L21 SO° 18' 26'W 13.75' L22 S890 41' 34"E 12.75' L23 S890 41' 34"E 12.75' L24 S890 41' 34"E 12.75' L25 S890 41' 34"E 12.75' L26 S890 41' 34"E 12.75' L27 S890 41' 34"E 12.75' L28 N890 41' 34"W 9.75' L29 NO° 18' 26"E 9.50' L30 NO° 18' 26"E 13.75' LINE TABLE LINE BEARING DISTANCE L31 S89° 41' 34"E 12.50' L32 NO° 18' 26"E 13.75' L33 SO° 18' 26"W 13.75' L34 S890 41' 34"E 13.75' zdktdkwm y N 35, 1 OREGON. 0 l LOT F------------ li --------I LOT 8.50' 8.50' -' w w CL o w c Q_ a o a, co STREET TYPICAL DETAIL A SCALE: 1 "=5' LOT 65 8.00' PUE PER 01 S440 22' 3711E 12.79' j w - S89° 41' 34"E -. cn - - - --59.72' - - WATER LINE EASEMENT GRANTED TO { AVION WATER COMPANY, INC. o PER DOCUMENT 2025-29270 o W zNOO 18' 26"E 15.70' 0 / c\' U w NO° 18' 26"E 4.30' z i- - - -N89° 41' 34"W --66.33'- I LOT 64 8.00' PUE z nl=T©II R a7Vt1LG. i -LV ® FOUND 5/8" IRON ROD WITH A YPC MARKED "H.A. MCCOY ENGR", SET PER ()1, HELD. ® FOUND 5/8" IRON ROD WITH AN ALUMINUM MARKED "H.A. MCCOYENGR", SET PER ()1, HELD. 0 SET 5/8,X 30 IRON ROD WITH A YPC MARKED H.A. MCCOY ENGR„. 0 SET 5/8" X 30" IRON ROD WITH A 1-1/2" ALUMINUM CAP MARKED "H.A. MCCOY ENGR". CALCULATED POSITION, NOTHING SET. A SET 1-5/32" COPPER PLUG MARKED "H.A. MCCOY ENGR". SET AS REFERENCE MONUMENT. YPC YELLOW PLASTIC CAP O1 RECORD INFORMATION PER PARKSIDE PLACE, PHASE 1, FILED AS CS 21396, 09/24/2024, SIMES. MEASURED BEARINGS AND DISTANCES MATCH RECORD BEARINGS AND DISTANCES. CS COUNTY SURVEY NUMBER, DESCHUTES COUNTY SURVEY RECORDS PUE PUBLIC UTILITY EASEMENT, DEDICATED PER THIS PLAT PAE PUBLIC ACCESS EASEMENT, DEDICATED PER THIS PLAT ROW PUBLIC STREET RIGHT OF WAY, DEDICATED PER THIS PLAT REGISTERED PROFESSIONAL LAND SURVEMOR MEASURED CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD BEARING CHORD Cl 19.50' 12.24' 35057'02" S71 ° 43' 03"E 12.04' C2 19.50' 12.24' 3505702" N 170 40' 05'W 12.04' C3 54.00' 44.24' 46056'37" N120 10' 17"W 43.02' C4 54.00' 32.27' 34014'24" N280 25' 13"E 31.79' C5 54.09 31.83' 33046'26" N620 25' 38"E 31.37' C6 54.00' 44.24' 4605637" S77° 12' 51 "E 43.02' C7 54.00' 152.59' 161 °54'04" N450 18' 26"E 106.66 C8 54.00' 6.83' 7014'54" S14° 55' 28"W 6.83' C9 54.09 4.35` 4036'49" S80 59' 36"W 4.35' SCALE: 1" = 40' OREGON v FOR 18"x24"SHEETS NOVEMBER 10 2009 JASON L. SIMES 83256PLS 0 20' 40' 80, EXPIRES 6/30/26 H.A. McCOY ENGINEERING &SURVEYING LLC U80 SW LAKE ROAD SUITE 201 REDMOND, OR 9? M (541) 923-7554 PREPARED FOR:520MADISONAVENUE,2ISTFLOORI NEW YORK, NY 10022 FILED ZZ-,,1,,l,.z