Loading...
HomeMy WebLinkAboutSurvey 20964CONSENT TO DECLARATION KNOW ALL PERSONS BY THESE PRESENTS THAT SISTERS AIRPORT PROPERTY, LLC, OWNER OF THE LAND DESCRIBED, CONSENTS TO THE "SAP HANGAR CONDOMINIUM" PLAT. 1,011L /Z 4 I.7 SISTERS AIRPORT PROPERTY, LLC DATE DECLARATION KNOW ALL PERSONS BY THESE PRESENTS THAT SAP HANGAR CONDOMINIUM LLC, AN OREGON LIMITED LIABILITY COMPANY, AS DECLARANT, DOES HEREBY MAKE, ESTABLISH AND DECLARE THE ANNEXED MAP OF "SAP HANGARS CONDOMINIUM" AS DESCRIBED IN THE ACCOMPANYING SURVEYOR'S CERTIFICATE TO BE A TRUE AND CORRECT MAP OF THE LANDS OWNED BY THEM AND LAID OUT AS A CONDOMINIUM, AND DOES HEREBY COMMIT SAID LAND TO THE OPERATION OF THE CONDOMINIUM ACT AS LAID OUT IN CHAPTER 100 OF THE OREGON REVISED STATUTES. THE PROPERTY AND IMPROVEMENTS DESCRIBED AND DEPICTED ON THIS PLAT ARE SUBJECT TO THE PROVISIONS OF ORS 100.005 TO 100.627. SAP HANGAR CONDOMINIUM LLC, AN OREGON LIMITED LIABILITY COMPANY BY: SISTERS AIRPORT PROPERTY, LLC ITS SOLE MEMBER BY: BENJAMIN BE SON, MEMBER DATE ACKNOWLEDGMENT STATE OF OREGON ) COUNTY OF������� ) SS THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON " Z 202-__7' BY BENJAMIN BENSON AS MEMBER OF SISTERS AIRPORT PROPERTY LLC, THE SOLE MEMBER OF SAP HANGAR CONDOMINIUM LLC, AN OREGON LIMITED LIABILITY COMPANY. NOTARY SIGNATUR n �� NOTARY PUBLIC - OREGON 'E_"1 (PRATED NAME) COMMISSION NO. �'MVkP �S f - MY COMMISSION EXPIRES � w. - APPROVALS TES COUNTY COMMISSIONER I HEREBY CERTIFY THAT TAXES ARE PAID AS OF THIS DATE. DESCHUTES COUNTY TAX COLLECTOR /o - DATE DATE M ILI 2oZZ DATE I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES, AND OTHER CHARGES REQUIRED BY LAW TO BE PLACED ON THE 2022-2023 TAX ROLLS WHICH BECAME A LIEN OR WILL BECOME A LIEN ON THE PLAT DURING THE TAX YEAR, BUT NOT YET CERTIFIED TO THE TAX COLLECTOR FOR COLLECTION, HAVE BEEN PAID TO ME. &9t L L. // 22- 1z01Z DESCHU ES COI ASSE R UAIL SAP HANGARS CONDOMINIUM LOCATED IN NE1 /4 SECTION 4, T.15S., R.10E., W.M., CITY OF SISTERS, DESCHUTES COUNTY, OREGON DATE: JUNE 16, 2022 SURVEYOR'S CERTIFICATE I, GARY E. PAUL, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LANDS REPRESENTED ON THE ANNEXED MAP OF "SAP HANGARS CONDOMINIUM", SITUATED IN THE NORTHEAST ONE -QUARTER OF SECTION 4, TOWNSHIP 15 SOUTH, RANGE 10 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, BEING A PORTION OF THE LAND DESCRIBED IN EXHIBIT B OF THE DEED TO SISTERS AIRPORT PROPERTY, LLC, RECORDED MARCH 27, 2017, AS DOCUMENT NO. 2017-11569, DESCHUTES COUNTY DEED RECORDS, THE BOUNDARIES BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE INITIAL POINT, BEING A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "AKS ENGR." SET AT THE MOST SOUTHERLY CORNER OF THE "SAP HANGARS CONDOMINIUM", SAID POINT BEARS NORTH 36'20'28" EAST, 916.60 FEET FROM A 2-INCH BRASS CAP MARKING THE CENTER ONE -QUARTER OF SAID SECTION 4; THENCE NORTH 44'23'42" WEST, 191.68 FEET, THENCE NORTH 41'24'20" EAST, 36.49 FEET TO A POINT OF NON -TANGENT CURVATURE; THENCE NORTHEASTERLY ALONG THE ARC OF A 32.50 FOOT RADIUS CURVE (THE RADIUS POINT OF WHICH BEARS NORTH 41'24'20" EAST) THROUGH A CENTRAL ANGLE OF 90'00'00", 51.05 FEET (CHORD BEARS NORTH 86'24'20" EAST, 45.96 FEET); THENCE NORTH 41'24'20" EAST, 210.45 FEET; THENCE SOUTH 4835'40" EAST, 158.67 FEET, THENCE SOUTH 41'24'20" WEST, 293.47 FEET TO THE INITIAL POINT. CONTAINS 1.081 ACRES, MORE OR LESS. GARY E. PAUL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 2698 NOTES 1. THIS PLAT IS SUBJECT TO THE "DECLARATION SUBMITTING SAP HANGARS CONDOMINIUM TO CONDOMINIUM OWNERSHIP", RECORDED IN DOCUMENT NO. 20,;tA - 3OtBIe57 , DESCHUTES COUNTY OFFICIAL RECORDS. 2. BASIS OF ELEVATIONS: CENTRAL OREGON COORDINATE SYSTEM (COCS) CONTROL POINT 54 (SISTERS CIS 066), A 3-INCH BRASS CAP IN CONCRETE 1.1 MILES NORTH OF SISTERS ON FS ROAD 2058 AND 400 WEST IN A LARGE CLEARING. ELEVATION = 3174.05', NGVD29. 3. THE AIR SPACE EASEMENT FOR THE FREE AND UNOBSTRUCTED PASSAGE OF AIR CRAFT RECORDED AS BOOK 154, PAGES 14-17, DESCHUTES COUNTY DEED RECORDS, LIES OUTSIDE THE PLAT BOUNDARY AND IS NOT SHOWN. 4. THIS PLAT IS SUBJECT TO THE APPLICABLE CONDITIONS OF USE RECORDED IN BOOK 357, PAGE 552, DESCHUTES COUNTY DEED RECORDS. 5. THIS PLAT MAY BE SUBJECT TO THE ACCESS EASEMENT FOR THE INGRESS AND EGRESS OF AIRCRAFT WITH THE RUNWAY RECORDED AS DOCUMENT NO. 2011-33947, DESCHUTES COUNTY OFFICIAL RECORDS. THE LOCATION OF THE EASEMENT IS NOT DEFINED IN THE DOCUMENT. 6. THIS PLAT IS SUBJECT TO THE APPLICABLE TERMS AND PROVISION OF THE UTILITY REIMBURSEMENT AGREEMENT RECORDED AS DOCUMENT NO. 2014-12627, DESCHUTES COUNTY OFFICIAL RECORDS. 7. THIS PLAT IS SUBJECT TO THE TERMS AND PROVISIONS OF THE AIRPORT NOISE EASEMENT WAVING THE CITY OF SISTERS NOISE ORDINANCE PROVISIONS FOR AIRCRAFT NOISE RECORDED AS DOCUMENT NO.'S 2016-10048, 2016-10049, 2016-10050, 2017-36191, 2018-23307, 2019-49688, 2020-57589, 2020-57590, 2020-57591, 2020-57592, AND 2022-03516, DESCHUTES COUNTY OFFICIAL RECORDS. DOCUMENTS DESCRIBE A TRACT OR TRACTS OF REAL PROPERTY FOR RESIDENTIAL USE GRANTING AN UNRESTRICTED NOISE EASEMENT OVER AND ABOVE THE REAL PROPERTY FOR USE OF AIRCRAFT. 8. THIS PLAT IS SUBJECT TO THE APPLICABLE TERMS AND PROVISIONS OF THE REIMBURSEMENT AGREEMENT RECORDED AS DOCUMENT NO. 2016-41930, DESCHUTES COUNTY OFFICIAL RECORDS. 9. THE CITY OF SISTERS WATERLINE EASEMENT RECORDED AS DOCUMENT NO. 2017-14259 AND THE CENTRAL ELECTRIC COOPERATIVE, INC. ELECTRIC EASEMENT RECORDED AS DOCUMENT NO. 2022-08780, DESCHUTES COUNTY OFFICIAL RECORDS, DO NOT LIE WITHIN THE BOUNDARIES OF THIS PLAT AND ARE SHOWN FOR REFERENCE ONLY. 10. THIS PLAT IS SUBJECT TO THE APPLICABLE TERMS AND PROVISIONS OF THE SEWER CONNECTION AGREEMENT RECORDED AS DOCUMENT NO. 2017-24244, DESCHUTES COUNTY OFFICIAL RECORDS. l i ,r1415 fiL4-TI.4 Sa�.�E�T 'fo "f F(E D�GLA, R -rION car �l� pcffATrE rt 01 S Cr- HD lr.p A F? r4 l--15 SS A RFEMf ,j-r A�17 At14T/o#f All p IA7�2D �AS�ME�tT 2Q� �iRD� !r►���'�22 �� �acue+��nlT ��P•'�o"„�'E- ���Q1 PREPARED FOR BENNY BENSON SISTERS EAGLE AIRPORT 15820 BARCLAY DRIVE SISTERS, OR 97759 Deschutes County Official Records Steve Dennison, County Clerk 2022-39864 p��°2� it I I II 11 Illll I I I I II II II l II I II I I II I II it I I I I llil III 01462306202200398640010010 D-PLAT Cnt=1 Pgs=1 Stn=6 11/04/2022 12:24 PM $50.00 $11.00 $61.00 $10.00 $6.00 $138.00 SHEET INDEX SHEET 1 APPROVALS, DECLARATION, ACKNOWLEDGEMENT NOTES, SURVEYOR'S CERTIFICATE, NARRATIVE SHEET 2 BOUNDARY, BUILDING LOCATION, CURVE DATA SHEET 3 BUILDING PLAN VIEW, BUILDING SECTION A -A, SURVEYOR'S BUILDING CERTIFICATE SHEET 4 EASEMENT DETAILS, CURVE DATA NARRATIVE THE PURPOSE OF THIS SURVEY WAS TO CREATE "SAP HANGARS CONDOMINIUM", BEING A PORTION OF THAT TRACT OF LAND DESCRIBED IN EXHIBIT B OF DOCUMENT NO. 2017-11569, DESCHUTES COUNTY DEED RECORDS. THE BASIS OF BEARINGS IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS) BASED ON REAL-TIME KINEMATIC CPS MEASUREMENTS MADE USING THE OREGON DEPARTMENT OF TRANSPORTATION'S OREGON REAL TIME CPS NETWORK (ORGN). PROJECT COORDINATES WERE DERIVED FROM PUBLISHED VALUES FOR ORGN STATION DESCHUTES 13 TRANSFORMATION. I HELD THE BRASS CAP MARKING THE CENTER ONE -QUARTER OF SECTION 4 AS BEING ON THE CENTERLINE OF CAMP POLK ROAD. THE RIGHT-OF-WAY MONUMENTS WITH THEIR RESPECTIVE OFFSET TO CENTERLINE AT THE INTERSECTION WITH SUN RANCH DRIVE AND DIAMOND PEAK AVENUE WERE HELD TO ESTABLISH THE CENTERLINE OF CAMP POLK ROAD. THE CENTERLINE WAS OFFSET THE RECORD WIDTH OF 30.00 FEET PER REFERENCED PLATS AND SURVEYS. THE NORTHWESTERLY LINE OF DOCUMENT NO. 2017-11569 WAS ESTABLISHED BY HOLDING THE MONUMENT PER SURVEY NO. 18566 AT THE INTERSECTION WITH CAMP POLK ROAD, THE MONUMENT PER SURVEY NO. 19357 AT THE NORTHWESTERLY CORNER OF DOCUMENT NO. 2017-11569, AND THE MONUMENTS ALONG NORTHEASTERLY EXTENSION OF SAID NORTHWESTERLY LINE AT THE CORNERS OF TRACT A, "CROSSWIND LANDINGS", DESCHUTES COUNTY PLAT RECORDS. I HELD THE MONUMENTS RECOVERED FROM SURVEY NO.'S 05246, 11352 AND 18566, DESCHUTES COUNTY SURVEY RECORDS, TO ESTABLISH THE EAST LINE OF DOCUMENT NO. 2017-11569. BARCLAY DRIVE WAS HELD AS 60.00 FEET WIDE PER REFERENCED RECORDED PLATS AND SURVEYS. I HELD THE RECOVERED RIGHT-OF-WAY MONUMENTS AND RECORD CURVE RADII TO ESTABLISH THE RIGHT-OF-WAY LINES OF BARCLAY DRIVE. THE BOUNDARIES OF THIS PLAT, A PORTION OF EXHIBIT B, DOCUMENT NO. 2017-11569, ARE PER THE REQUIREMENTS OF THE DECLARANT TO THIS PLAT. DESCHUTES COUNTY, SURVEYOR RLBB r/ Q 7 2-2 BY: & M i lls JOB NAME: SISTERS AIRPORT JOB NUMBER: 9083 DRAWN BY: GEP CHECKED BY: HDS DRAWING NO.: 9083PLT REGISTERED PROFESSIONAL LAND SURVEYOR C3-z� ;oQ JANUARY 17, 1995 GARY E. PAUL RENEWS: 12/31/2022 SHEET 1 OF 4 AKS ENGINEERING & FORESTRY, LLC 2777 NW LOLO DR, STE 150 BEND, OR 97703 541.317.8429 WWW.AKS-ENG.COM ENGINEERING • SURVEYING • NATURAL RESOURCES FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE a N 0 CS 2 0964 % I 5/8" IRON ROD PER 30' 30' DN 0.5" HELD N-S, BEARS CS 16752, FLUSH, HELD /, S89'53'43"E 0.16' rn Q 30.00, 5/8" IRON ROD ^ °.� -° o O N89'53'43"W W/OPC PUNCHED o o THROUGH PER CS v M M I M 16752, FLUSH, HELD 30.00' BARCLAY N89'53'41"W � n DRIVE SUN RANCH o � I J DRIVE v"'I co W a0 r 5/8" IRON ROD PER 0- o CS 16752, UP 0.1', Q o z HELD E-W, BEARS V S00'06'17"W 0.22' N 30, 30, INTERSECTION DETAIL NOT TO SCALE (40.68')10 FLUSH, 40.67' -,- HELD DIAMOND PEAK AVENUE 5/8" IRON ROD WITH 1-1/2" 40.79' FLUSH, ALC INSCRIBED "HA MCCOY (40.77')10 HELD 65686LS" PER CS 19583, FLUSH, HELD 30' 30' QcoJ co `fl PEAKc O r- 00 �� p M n M �� o A v SIS TER ---� W AT v O � o (L o z a �I a SEE INTERSECTION DETAIL �00 co corq (V co 5/8-IRON ROD W/YPC PUNCHED THROUGH, DN 0.3', HELD, ORIGIN UNKNOWN (SHOWN ON CS 18897) SAP HANGARS CONDOMINIUM 50.00 (51.01')7 HELD LUS LOCATED IN NE1 /4 SECTION 4, T.15S., R.10E., W.M., c5 50.97' CITY OF SISTERS DESCHUTES COUNTY, OREGON DOC. NO.2015-40685 5/8- IRON ROD W/YPC DATE: JUNE 16, 2022 INSCRIBED "SCE&S" PER CS 19357 DN 01' H EL D 70 SCALE: 1 "=100 FEET I %?%ii 100 0 20 50 100 EXHIBIT C DOC. NO. 2017-11569 P� �I 1 S48'35'40"E 56.33' (RADIAL) N41'24'20"E 36.49' N41 *24920"E o`ti S48'35'40"E 37.77' 36 49' S�8�S6' s, 6>, �p 0� St04 F 0o L=51.05 C7 1A' O A- " lot1 0 A` ,�°� �`v jro 1/ 0. GROUND LEASE /0 COMMON AREA ?, o �6, S19'51'40"E 60.08' DOC. N0. 2022- 2 92 0 2 a�� �' r . INITIAL POINT / S36'05'39"W 26.85' / S64'50'11 "W 22.68' () FLUSH, HELD N-S, 0.17'E _ co _ o (54.81')6 54.95' S891i 3'43"E to 89'53'43"E � ' 54.95/ DN 0.4, BENT, (5.953 TIED SPIN HOLE (54.81 )6 30' 30' (55.92')7 / / FLUSH, HELD N-S, cd BEARS N89'53'45"W 0.82' N N / cro M v lCENTER N 0.1% HELD 2" BRASS CAP IN MONUMENT BO 1 4 SECTION 4, / EXHIBIT B / \ DOC. NO. 2017-11569 L_444.71' �,10p5'�5 C5 1' / BARCLAY Np. N P�A PARCEL 1 ARTITIO P PREPARED FOR BENNY BENSON SISTERS EAGLE AIRPORT 15820 BARCLAY DRIVE SISTERS, OR 97759 . 00 v cV A 04 nN CV ob cq -4: -.4- pry M v � N88'54'12'E 269.15' DN 1.0', (269.11')6 HELD N-S, ^ d N (269.14')7 0.10'E _ oNNo .00 00 0 N80'31'07"W 61.63' EXHIBIT B DOC. NO. 2017-11569 FLUSH, HELD (86.21')2,5 S48'57'12"E 86.21' FLUSH, HELD N-S, FLU'SH, 33.25' 0.12'E HELD (33.37')2,4,5 (33.34')6,7 TRACT A to cD C 3 _t � o M SS cROWINp z o o ,7>> w NpIN�S FLUSH, LA HELD 5/8" IRON ROD W/YPC INSCRIBED "PROPERTY CORNER" PER CS 05246, UP 0.1% HELD END OF FENCE AT CORNER co0 co 00 ^ 00 r- �00 m 3 � co o P N d- CD L N cn 0 Lo n CD 00 c C 3Lo O =O CV oarr)N - CD W O (n N N . .v O a' z 0 vi U- Lo ul � z � 5 o z 5/8" IRON ROD W/YPC INSCRIBED "F AST PLS 1937" PER CS 11352, FLUSH, HELD FENCE 0.8' EAST OF CORNER DOC. NO. 2013-022060 REFERENCES ( )1 RECORD INFORMATION PER CS11352 BY FREDERICK A. AST, JR., FILED JANUARY 15, 1993, DESCHUTES COUNTY SURVEY RECORDS ( )2 RECORD INFORMATION CS19908 BY JASON L. SIMES, FILED APRIL 5, 2019, DESCHUTES COUNTY SURVEY RECORDS ( )3 RECORD INFORMATION PER CS12935 BY FREDERICK A. AST, JR., FILED MAY 14, 1997, DESCHUTES COUNTY SURVEY RECORDS ( )4 RECORD INFORMATION PER "BARCLAY MEADOWS", PLAT NO. 203, CS05246, BY JAMES E. BUSSARD, DESCHUTES COUNTY SURVEY RECORDS ( )5 RECORD INFORMATION PER "CROSSWIND LANDINGS", PLAT CABINET I, PAGE 799, CS20025, BY JASON L. SIMES, DESCHUTES COUNTY SURVEY RECORDS ()6 RECORD INFORMATION PER CS18566 BY JOHN P. THOMPSON, FILED AUGUST 9, 2013, DESCHUTES COUNTY SURVEY RECORDS ( )7 RECORD INFORMATION PER CS19357 BY DANIEL T. BURTON, FILED MAY 25, 2017, DESCHUTES COUNTY SURVEY RECORDS ( )8 RECORD INFORMATION PER "SUN RANCH -PHASE 1", PLAT CABINET G, PAGE 1018, CS16752, BY MICHELLE W. SIMS, DESCHUTES COUNTY SURVEY RECORDS ( )9 RECORD INFORMATION PER PARTITION PLAT NO. 2015-10, CS18897 BY ANDREW H. HUSTON, DESCHUTES COUNTY SURVEY RECORDS ( )10 RECORD INFORMATION PER "GRAND PEAKS AT SISTERS", PLAT CABINET I, PAGE 518, CS19583, BY HAYES A. MCCOYS, DESCHUTES COUNTY SURVEY RECORDS REGISTERED PROFESSIONAL o LAND SURVEYOR FLUSH, HELD ��O17, ,,gARCLA JANUARY GON 995 6 ��560 Appals GAR 2698PAUL 06 E �,N � LEGEND RENEWS: 12/31/2022 FLUSH', HELD N-S, ❑ FOUND 5/8" IRON ROD, NO CAP, PER CS 05246 BEARS N55'53'30"E 0.11' It DID " C PARCEL 2 1 991-24 CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD Cl 1856.28' 31 *01'18" 1005.05' N74'35'38"E 992.82' (1856.28' 31'01'29" 1005.15' N74'25'41"E 992.91')1 (1856.28' 31'04'40" 1005.24' N75'07'18"E 993.00')6 (1856.28' 31'01'28" 1005.14' N75'07'21"E 992.90')7 C2 1856.28' 3'11'29" 103.40' N57'29'14"E 103.38' (1856.28' 3*11'34" 103.44' N57'19'10"E 103.43')1 C3 1916.28' 34'12'47" 1144.27' N72'59'54"E 1127.35' (1916.28' 34'13'03" 1144.42' N72'49'54"E 1127.49')1 (1916.28' 34'13'03" 1142.42' N72'48'27"E 1127.49')3 C4 2432.74' 7'37'24" 323.68' N59'42'12"E 323.48' (2432.74' 7'37'21" 323.65' N59'30'36"E 323.41')3 (2432.74' 7'40'12" 325.66' 325.42')4 (2432.74' 7-37'17" 323.60' N60'14'02"E 323.36')6 C5 1856.28' 13'43'34" 444.71' N83'14'30"E 443.64' C6 1856.28' 1*18'22" 42.31' N75'43'32"E 42.31' C7 32.50' 90'00'00" 51.05' N86'24'20"E 45.96' O FOUND 5/8 IRON ROD W/YPC INSC I ED JTA IN . PER CS 18566 UNLESS NOTED OTHERWISE A FOUND 5/8" IRON ROD W/YPC INSCRIBED "HA MCCOY ENGR." PER CS 19908 O FOUND 5/8" IRON ROD W/YPC INSCRIBED "F AST PLS 1938" PER CS 12935 UNLESS NOTED OTHERWISE * FOUND 5/8" IRON ROD W/YPC INSCRIBED "HA MCCOY ENGR." PER CS 19583 • SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR." ON JUNE 16, 2022 ■ SET 5/8" IRON ROD WITH 2" ALUMINUM CAP INSCRIBED "AKS ENGR." ON JUNE 16, 2022 W/YPC WITH YELLOW PLASTIC CAP W/OPC WITH ORANGE PLASTIC CAP ALC ALUMINUM CAP CS SURVEY NO., DESCHUTES COUNTY SURVEY RECORDS DOC. NO. DOCUMENT NO., DESCHUTES COUNTY OFFICIAL RECORDS SHEET 2 OF 4 JOB NAME: SISTERS AIRPORT AKS ENGINEERING & FORESTRY, LLC 2777 NW LOLO DR, STE 150 BEND, OR 97703 JOB NUMBER: 9083 541.317.8429 Ks WWW.AKS-ENG.COM DRAWN BY: GEP ENGINEERING • SURVEYING ' NATURAL RESOURCES CHECKED BY: HDS FORESTRY• PLANNING• LANDSCAPE ARCHITECTURE DRAWING NO.: 9083PLT t�j N o ca c" CS 2 0964 ERLE CHUTES COUNTY SURVEYOR D r 6, zaz2 BY: C43 Ili lts SAP HANGARS CONDOMINIUM LOCATED IN NE1 /4 SECTION 4, T.15S., R.10E., W.M., CITY OF SISTERS, DESCHUTES COUNTY, OREGON DATE: JU N E 16, 2022 A BUILDING EXTERIOR 20.43' 41.56' 41.56' 41.56' DESCWUTES COUNTY SURVEYOR FI LED ► ► o7 zv zz- 41.50' 0.72' 0 o LCE 0.50' o LCE 0.50' o `LCE 0.50' _o `LCE 0.50' rn rn rn rn rn rn rn rn rn cD r co co cD ca cri co cD cfl 0.50' � UNIT 10 � LCE � UNIT 9 � LCE to UNIT 8 � LCE CR UNIT 7 � LCE LCE o 1,021 S.F. o 0 1,021 S.F. o 0 1,021 S.F. o 01,019 S.F. a 10.42' LCE 10.48' 10.48' 10.48' 10.48' 10.48' ' 10.48' 10.48' j 1 10.48' F Im 1\ 10.55' 20.60' 20.60' 20.60' LCE LCE M LCE LCE M LCE LCE M LCE LCE LCE ^ ^ ^ ^ UTILITY a, o ROOF PEAK (TYPI._� o + o M _� o o r�i ROOF PEAK (TYP.) M o o M In M M, ui � n _ �- � r? M _ In 0.43' 0.43' I^ 0.43' 0.43' ' 0.43'-0.43' L 20.60' 0.43 0.43 20.60' 20.60' 20.54' 10.42' 10.48' 10.48' 10.48' 10.48' 10.48' 10.48' 10.48' BUILDING UNIT 1 UNIT 2 UNIT 3 LCE UNIT 4 UNIT 5 EXTERIOR 1,372 S.F. LCE o 1,021 S.F. LCE o 1,021 S.F. 0 1,021 S.F. LCE o 00 00 c co o 0000 00 rn rn rn rn rn rn rn am cD co co cfl co co co ca 0.72' � r- 0.50' � � o LCE 0.50 0 o LCE =0.5CD LCE 0.50' 41.46' 41.56' 41.56' 41.56' BUILDING PLAN VIEW BUILDING EXTERIOR SCALE 1"=10' SURVEYOR'S BUILDING CERTIFICATE I, GARY E. PAUL, REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THE PLAT OF "SAP HANGARS CONDOMINIUM" FULLY AND ACCURATELY DEPICTS THE BOUNDARIES OF THE UNITS AND OF THE BUILDING, AND THAT CONSTRUCTION OF THE UNITS AND BUILDING, AS DEPICTED ON SAID PLAT, HAVE BEEN COMPLETED. DATED THIS DAY OF SEPTEMBER , 2022. GARY E. PAUL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 2698 3176182 LCE LCE BOUNDARY BUILDING EXTERIOR - 3176.37 UNIT BOUNDARY 0.45' .. En v z 0.45' 0.78' z z M 0.78' J LCE--_,CD UNIT 2 �� �J �'� �� � UNIT 10 00Qz BUILDING EXTERIOR cq d Q �U= � a LCE r � - 3160.20 LCE UNIT BOUNDARY (FLOOR) FLOOR SLAB BUILDING SECTION A -A NOT TO SCALE LEGEND GCE GENERAL COMMON ELEMENT LCE LIMITED COMMON ELEMENT S.F. SQUARE FEET TYP. TYPICAL REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JANUARY 17, 1995 GARY E. PAUL 2698 RENEWS: 12/31/2022 UNIT 6 BUILDING EXTERIOR 41.45' LCE 0.50' � LCE 0 0.72' 00 C LCE UNIT 7 LCE Co UNIT 6 cs 1,177 S.F. 0, 10.48 clq M 20.60' W LCE O ^ _ Q _ cD _ o r�� ROOF PEAK (TYP.) wLCE "' �' 7 Z 0.43' 0.43' LCE ^ H 30.97' Z U -0010.42 UNIT 5 31.40' co 0 1,375 S.F. d UNIT 4 00 LCE 00 ^ 0.50' o 1 62.42' PREPARED FOR BENNY BENSON SISTERS EAGLE AIRPORT 15820 BARCLAY DRIVE SISTERS, OR 97759 0.72'--- LCE BUILDING I EXTERIOR SHEET 3 OF 4 1 �7� CS 20964- \ \ \ DOC. NO. 2022- \ \ GROUND LEASE \ \ COMMON AREA POWER EASEMENT-\� \ PER DOC. NO. \ ,.\ \ DOC. NO. 2022- 2f�202 2022-08780 \\f NOD \\ i p 00 ZQ•pQ\� N13.26, 43 w, \ C1 10.00 _12.09 C12 C11 63' �=344•p4 c10 20.00' WATERLINE EASEMENT PER DOC. NO. 2017-14259 EASEMENT DETAIL NOT TO SCALE 'aww' V SAP HANGARS CONDOMINIUM LOCATED IN NE1/4 SECTION 4, T.15S., R.10E., W.M., CITY OF SISTERS, DESCHUTES COUNTY, OREGON DATE: JUNE 16, 2022 i\ WATERLINE EASEMENT \ PER DOC. NO. \ 2017-14257 \ WATERLINE EASEMENT PER DOC. NO. 2017-14258 - S48.44'54"E 35.00' 14.20' SQ ?O Y �`999\ Oct ??00 %K /h0 / °� SQ��S,,, D�� lot L=51.05' GROUND LEASE C7 COMMON AREA 3 DOC. NO. 2022- 25202 ��`�� / ����ti oil N41'11'02"E\ ^�\65,0' ti\ < WATERLINE EASEMENT PER \ DOC. N0. 2017-14257 C � , � \ �S36'05'39"W 26.85' IrS. \ 3S\ ep\ \ 00 j---�-S64*50'11"W 22.68' N4115'06"E 20 00' lok 00, POWER EASEMENT PER \� \ WATERLINE EASEMENT PER DOC. NO. 2022-08780 \ \� 42pp \ \ DOC. NO. 2017-14257 10. 569 s GROUND \N \Ns \\\ s LEASELoa '�\ \ COMMON \ AREA \o BARCLAY EXHIBIT B DOC. NO. 2017-11569 I01I SCALE: 1 "= 40 FEET I %?%" 40 0 8 20 40 DESCHUTES COUNTY SURVEYOR FRLEi3 11 � 37 BY: t LEGEND DOC. NO. DOCUMENT NO., DESCHUTES COUNTY DEED AND OFFICIAL RECORDS CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD C6 1856.28' 118'22" 42.31' N75'43'32"E 42.31' C7 32.50' 90'00'00" 51.05' N86'24'20"E 45.96' C8 1856.28' 2*37'19" 84.95' N8847'38"E 84.94' C9 1846.28' 10'38'21" 342.83' N82'09'53"E 342.34' C10 1856.28' 10'37'08" 344.04' N8210'24"E 343.54' C11 1856.28' 0'22'23" 12.09' N76'40'38"E 12.09' C12 1856.28' 0'06'44" 3.63' N76'26'05"E 3.63' C13 1856.28' 0'07'55" 4.28' N76'18'45"E 4.28' C14 1856.28' 1'01'27" 33.18' N75'44'04"E 33.18' C15 1856.28' 0'37'03" 20.00' S74'54'49"W 20.00' PREPARED FOR BENNY BENSON SISTERS EAGLE AIRPORT 15820 BARCLAY DRIVE SISTERS, OR 97759 F REGSTERED OFESSIONALND SURVEYOR < -- I n(l n s 9 OREGON JANUARY 17,199 GARY E. PAUL 2698 RENEWS: 12/31/2022 SHEET 4 OF 4 N 0 50 CIO eS20964