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Home My WebLink About1.15 Improvement Survey PlatGRA VEL PARKING ` C MOBILE IMPleu VEMENT SU -P VEY PLA T P�4RCEL A, 1�lIDLANA E �'MPTlDN A CCORDINC TO THE PL A T RECORDED APRIL 19, 1994 AS REC. NO. 461990 COUNTY OF GARFIELD, .STA TE OF COLORADO t CON TRAILER CONC. :. WALL OFFICE) WALL GATE 56.3, Q gip' LEGEND AND NOTES.• �''• 1 s`S�• Via: - THIS SURVEY DOES NOT REPRESENT A 777LE SEARCH BY THIS SURVEYOR TO DETERMINE OWNERSHIP OR TO DISCOVER EASEMENTS OR OTHER ENCUMBRANCES OF = �� - O INDICA TE5 FOUND MONUMENT AS DESCRIBED RECORD ALL INFORMA TION PERTAINING TO OWNERSHIP, EASEMENTS OR OTHER ENCUMBRANCES OF RECORD HAS BEEN TAKEN FROM 77 TLE INSURANCE COMMI TMENTS• 58.3': - RET1411+11IVG WACt -' •, -•. Ln CGWCRErE PAD'. ANb • - GA'7 `�c5 ISSUED BY LAND 77 TLE GUARANTEE COMPANY, DA TED EFFEC77VE NOVEMBER 5, 2013 AS ORDER NO. A886JO084JR. DA TE OF SURVEY DECEMBER 3 & 5, 2013 ya- MULp-LEVELUNIT pF MEASUREMENT- U5 SUR vFY FOOT 4E>` THIS PROPERTY IS SUBJECT TO THE FOLLOWING EXCEPTIONS PER SAID TITLE COMMITMENT.- METAL rRAAI i SELF -STORAGE UNITS is - BEARINGS ARE BASED UPON A ,SEARING OF S063738"E BETWEEN FOUND MONUMENTS AL UNG THE KEST LINE OF SAID 8. RIGHT OF PROPRIETOR OFA VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE t ' ' 169 PARCEL A, MIDLAND EXEMPTION AS DESCRIBED AND SHOWN HEREON. PREMISES A5 RESERVED IN UNTIED STATES PATENT RECORDED DECEMBER 04, 1894, IN BOOK 12 AT PAGE JJ9 AND RECORDED NOVEMBER 18, 1893 IN BOOK 12 AT t. ' . .. PAGE 255. 1 1 • , ,, ., DUE TO APPROXIMATELY 6 OF SNOWFALL ON SITE DURING THE FIELD 5URVEY, SOME FEA7U S MAY NOT HAVE BEEN 9. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED .5TA7FS AS RESERVED IN UNITED STATES PATENT RECORDED DECEMBER irk s .'. ` OBSERVABLE ON THE DATE OF SURVEY, AND THEREFOR NOT LOCATED. 04, 1894, IN BOOK 12 AT PAGE 339 AND RECORDED NOVEMBER 18, 1893 IN BOOK 12 AT PAGE 255 :. • 249.9 . 6" :1, ARED TA ": ' 10. UNDIVIDED 1150 IN7FREST OF ALL OIL AND GA AS RESERVED BY ELL J. CHASE IN THE DEED 70 EL MER BA /R RECORDED JUNE 12, 1951 IN BOOK 258 AT PAGE W i MUL77�L ORAGELUNTS . `i 594 AS RECEP77ON NO. 176.326, AND ANY AND ALL ASSIGNMENTS' THEREOF OR INTERESTS• THEREIN. _ 249.9 11. UNQIYJDED 6114 X ROYALTY FROM ALL OIL, GAS AND OTHER MINERALS AS RESERi>ED BY NEIL S. MINCER AND ERVEN T. LARSON IN THE DEED 7 UNION OIL - iLnCOMPANY OFCA LIFORNIA RECORDED MA Y 19, 1967 IN BOOK 364 A T PAGE 358 AS RECEPTION NO. 237942, AND ANY AND ALL ASSIGNMENTS ]HEREOF OR INTEREST 5 THEREIN. HT1 � �... ,_ r •- .. .. '- `` C2 •''•. ;._ - '.' •' i . - , • '' 12. RIGHT OF WA Y EASEMENT BEING 10 FEET IN W1DIN AS GRANTED TO THE MOUNTAIN STA TES 7FLEPHONE AND TELEGRAPH COMPANY BY DOCUMENT RECORDED •• ' SEPTEMBER 12, 196 IN BOOK 379 A T PAGE 39. �.290.FRA -Y 4�r6. 13: RIGHT OF WAY EASEMENT AS GRANTED TO HOLY CROSS ELECTRIC ASSOCIA77ON, INC. BY DOCUMENT RECORDED NOVEMBER 22, 1956 IN BOOK 380 AT PAGE 2.34. t UL T7 -LEVEL METAL ' ` s7g 48. H :- 14. TERMS CONDITIONS PROVISIONS EASEMENTS' AND RIGHTS OF WA Y OF AGREEMENT RECORDED SEPTEMBER 17 1971 IN BOOK 422 A T PAGE 542 M STORAGE UNJ TS ` 27 �c- n SELF- Sr 15. EASEMENTS; FIGHTS OF WAY AND OTHER MAT7FR5 AS SHOWN ON 171E SURVEY RECORDED APRIL 30, 1990 AS RECEP770N NO. 412106. ' ri'. _ ZSO O+ M1 . C' 14: EQUESTRIAN A CCESS EA SEMEN T AND WA 7FR LINE AS SET FOR TH IN WARRANTY DEED RECORDED APRIL 20 1994 IN BOOK 899 A T PA GE 612. :i , .: • Q �` '� �°'•- 17. 7ERM5, COND177ONS AND PRO WSIONS OF RESOLUTION NO. 94-04 RECORDED APRIL 22, 1994 IN BOOK 899 AT PAGE 736. .. `.' : r� ,• 77 18. TERMS, COND177ONS AND PROWSIONS• OF RESOL U77ON NO. 92-047 RECORDED MA Y 20, 1992 IN BOOK 831 A T PAGE 970. ry ^ 3 �`1.S 19. ALL REMAINING OIL, GA 5, OIL SHALE ANO ANY AND ALL MINERAL INTEREST OF WHATEVER NA 7URE NOT PREWOUSL Y RESERVED, WITHOUT WE RIGHT OF SURFACE `std 3j �H'�L � • •:: - ENTRY AS RESERVED IN INSTRUMENT RECORDED MAY 28, 1992 IN BOOK 832 A T PAGE 789, AND ANY AND ALL ASSIGNMENTS' THEREOF OR IN7ERES75' ]HEREIN. { t 10- TELEPHONE E•A SEMEN T V GRA VEL r72 L' 20 7FRMS, COIVD177ONS AND PRO W51ONS OF RESOLU 77ON NO 9.3-045 RECORDED JUNE 08, 199.3 IN BOOK 865 A T PA GE 32. REC. NO. 722895 y W PARKING 5.0' WATERLINE EASEMENT 21. ANY QUES770N, DISPU7F OR ADVERSE CLAIMS AS TO ANY LOSS OR GAIN OF LAND AS A RESULT OF ANY CHANGE IN THE RIVER BED LOCATION BY OTHER THAN 10' A40UNTAIIV STA IFS � BOOK 422 PAGE 543 NA 7 URA L CA USES, OR AL7EiRA77ON THROUGH ACCRE770N, RELIC 770N, EROSION OR AVULSION OF THE CENTER 7HREAD, BANK, CHANNEL OR FLOW OF WATERS IN THE ELK gNPAGE .34 RI WR L YING W 77•IIN INE SUBJECT PROPERTY. 7FLEPN I GOOK 37 ` 27 EASEMEN 75, RIGHTS OF WA Y AND OTHER MA ITERS AS SHOWN ON 7HE MIDLAND EXEMP77ON PLA T RECORDED APRIL 19, 1994 AS RECEP7701V NO. 461990 it¢ 6 2.3 ENCROA CHMEN T OF ASPHAL T DRI VE ON TO RIGH T OF WA Y FOR ROAD A S SHOWN ON IMPRO WREN 7' SUR VEY DA TED A UGUS T 3Q 2005 PREPARED BY TU 77LE SURVEYING AS " NO. 08.302005. 24. EASEMENTS FOR UNDERGROUND WA IFR LINE AND CMP PIPE AS SHOWN ON IMPROVEMENT SURVEY DA TED AUGUST 30, 2005 PREPARED BY 7UITLE SURVEYING A5 7FLPHONE CROSSING ,` ., .. JOB NO. 08.302005. 24" INSULATED METAL PIPE k PARCEL A 25. 7FRMS, CONDI77ONS AND PRO WSIONS OF PERMIT RECORDED MAY 07, 2007 IN BOOK 192.3 AT PAGE 413. MIDLAND EXEMPTION GA 7F 26 7FRMS, CONDI17ONS AND PRO WSIONS OF EASEMENT AGREEMENT RECORDED MA Y 09, 2007 IN BOOK 1924 A T PAGE 3.34. REC. NO. 461990 `, I� pRA�E L 27 TERMS, COND177ONS AND PROVISIONS OF PERMIT RECORDED APRIL 15, 2008 IN UNDER RECEP77ON NO. 746561. FOUND NO 5 REBAR � 50.37 ^ & CAP N872347" 1 1.060 ACRESt ,� 28 7FRMS. CONDITIONS AND PRO14SIONS OF ADMINIS TTA 77 VE PERMIT RECORDED APRIL 15, 2008 AT RECEP77ON NO. 746561. 30' WITNESS W .7p� ' - �� _ _ _ �� - `, SGA 7E ��' CORNERS N87 57' LS 27613 - - - `9R' . ` : 2 RVEYDR S CER MCA M 740.64 + �- „I � -• • : . V� GRA VEL 1, JEFFREY ALLEN TUT7ZE, BEING A PROFESSIONAL LAND SURVEYOR IN THE 5 ' TE OF COLORADO DU PARKING HEREBY CER 77FY TO ALPINE BANK AND LAND 7777-E- GUARAN7FE COMPANY THAT THIS IMPROVEMENT fi SURVEY WAS PREPARED FROM AN ACTUAL MONUMENTED LAND SURVEY OF THE PROPERTY CORNER MONUMENTS, BOTH FOUND AND SET, UNDER MY DIRECT SUPERW57ON AND CHECKING, • THA T I T IS A PORTION OF LAND 51 TUA TED INT I! -!IN SECTION 7 AND SECTION �. SS S 4 �6 t°� ,` ^ „ CORRECT TO THE BEST OF MY BELIEF AND KNOKEDGE AND THAT ALL DIMENSIONS, BOTH LINEAR AND 18, TOWNSHIP 7 SOUTH, _ _ 9 53. + - ANGULAR WERE DE7FRMINED BY AN ACCURA TF CONTROL SURVEY IN THE FIELD WHICH BALANCED AND RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, GARFIELD f. k C'S CLOSED W THIN A LIMIT OF T IN 15,000 (WHICH COMPLIES WITH COLORADO PROFESSIONAL STANDARDS -- FOR A LAND SURVEY PLA T AND THE CURRENT ACCURACY STANDARDS FOR AL TAIA CSM LAND 77 77-F COUNTY, COLORADO, L YINGSOUTHWESTERL Y OF THE SOU77IERL Y Xx -- X _ �� • SURVEYS): 1 FURTHER CER77FY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS RIGHT OF WA Y OF GARFIELD COUNTY ROAD #113 X 9• _' �2 DA 7F, DECEMBER 5, 2073 EXCEPT U77LI7Y CONNEC77ONS, ARE EN77REL Y WITHIN THE BOUNDARIES OF ASCONST7RUC7ED AND IN PLACE, NORTH OF 77 -IE CENTERLINE OF h� V� S73•� �p 771E PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS' UPON THE DESCRIBED CA TILE CREEff, EAST OF THEEASTERL Y RIGHT OF WA Y OF CATTLE CREED '.�7 �] SSj. �9�, 63 �� Z- PREMISES Na APPARENT EVIDENCE RO EOR SIGN N TS ON AOF ANN Y Y EASEMENT CROSSING DR BURDENING ANY PA OF SAIINING PREMISES E)(CEP T AS INDICA TEO, AND THA T D IS COLORADO STA 7E HIGH WA Y #82 AND WEST OF THA T - ��Sp .� - _� '�' PARCEL, EXCEPT AS NOTED, TRACTDESCRIBED IN BOOK 576 A T PAGE 659 OF THE RECORDS OF GARFIELD COUNTY, COLORADO, SAID PARCEL BEING MORE PAR77CULARL Y DESCRIBED AS FOLLOWS: "N BEGINNING A T A POINT WHERE THE SOU THERL Y RIGHT OF WAY . "`� - - - ,�� J - 4 4 a s. _ • "w w ate_ F .' - 40 1 S� �. �,� O JEFFREY ALLEN 1U771E L.S. 33638 OF COUNTY ROAD #113 13� k �� s9'o'- 576.9 w .. IN TFRSEC T S THE WEST LINE OF THA T TRACT A S DESCRIBED IN w 30 1 ' 13 BOOK 576 A T PAGE 659 OF 77 -IE RECORDS OF SAID COUNTY, SAID POINT OF BEGINNING BEING A #5 REBAR WITH PLASTIC CAP P.L.S. #22580, FROM WHICH THE SOUTHEAST _ - �s&� `` TION 7 + • .: j� ;• DA 7F CORNER OF SAID SECS p CATTLE CREED BEARS NORTH 77 DEGREES 23102" EAST A DISTANCE OF 199.35 �2 • \` y FOUND GARFIELD `S' -a' COUNTY SURVEYOR FEET, SAID SOUTHEAST CORNER OF SAID SECTION 7 BEING A STANDARD MONUMENT �� 1-_� 10' EQUES7RIAN EASEMENT FOUND N0.5 REBAR 3 "BRASS CAP SET BY GARFIELD COUNTY, THEN ALONG SAID WEST LINE OF I BOOK 899 PAGE 617 �\ �� & PLASTOC CAP '' ON 2" IRON PIPE TRACT .SOUTH DO DEGREES 00'00" WEST A DISTANCE OF 197.57 I �\ 2 MARKED L5 27580 \ MARKED SECTIONS FEET TO INTERSECT THE CENTERLINE OF CATTLE CREEK, SAID CREEK CENTERLINE BEING LOCATED BY SURVEY APRIL 27, 1992, :. T� g, R.88W. THEN ALONG SAID CREEK CENTERLINE THE FOLLOWING 40 �. ��' COURSES; SOUTH 75 DEGREES 10'10" EAST A D157ANCE OF 152.68 FEET• NORTH 49 DEGREES 59'17" WEST A DISTANCE OF 97.70 FEET SOUTH 81 DEGREES 08'13" WEST A DISTANCE OF 52.38 FEET; SOUTH 70 DEGREES 31'53" EAST A DISTANCE OF 172.08 FEET �s sem• cV� Yd NORTH 64 DEGREES 2544" WEST A D157ANCE OF 2066 FEET; SOUTH 65 DEGREES 59300 WEST A DISTANCE OF 75.82 FEET, 271.76 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAWNG A sem,, 1 � r� 72•�3 NORTH 08 DEGREES 4822" EAST A DISTANCE OF 48.12 FEET• NORTH 34 DEGREES 04',36" WEST A DISTANCE OF 33.50 FEET; RADIUS OF 1521.83 ' NORTH 51 DEGREES 4B'45" EAST A DISTANCE OF A9 7-T FEET FEET A CENTRAL ANGLE OF 10 DEGREES 13'53" ANDA LONG CHORD t 9 NORTH 56 DEGREES 46 19 WEST A DISTANCE OF 48.79 FEET, j - " �Q �� I :' v LEGEND R7 �C]Qb ' 574 t 34 SOUTH FOUND NO.5 REBAR & CAP HEAD GA 1F &CMP MARKED LS .2.2580 FOUND Np.5 / NORTH REBAR EAST A & PLASTIC WHICH BEARS 50UTH CAP m 84.43' MARKED "E p '90,00,00 DISTANCE OF 50.05 FEET L S 22.580 TELEPHONE MARKER 82 DEGREES 24 26" GRA VEL PARKING ` C MOBILE IMPleu VEMENT SU -P VEY PLA T P�4RCEL A, 1�lIDLANA E �'MPTlDN A CCORDINC TO THE PL A T RECORDED APRIL 19, 1994 AS REC. NO. 461990 COUNTY OF GARFIELD, .STA TE OF COLORADO t CON TRAILER CONC. :. WALL OFFICE) WALL GATE 56.3, Q gip' LEGEND AND NOTES.• �''• 1 s`S�• Via: - THIS SURVEY DOES NOT REPRESENT A 777LE SEARCH BY THIS SURVEYOR TO DETERMINE OWNERSHIP OR TO DISCOVER EASEMENTS OR OTHER ENCUMBRANCES OF = �� - O INDICA TE5 FOUND MONUMENT AS DESCRIBED RECORD ALL INFORMA TION PERTAINING TO OWNERSHIP, EASEMENTS OR OTHER ENCUMBRANCES OF RECORD HAS BEEN TAKEN FROM 77 TLE INSURANCE COMMI TMENTS• 58.3': - RET1411+11IVG WACt -' •, -•. Ln CGWCRErE PAD'. ANb • - GA'7 `�c5 ISSUED BY LAND 77 TLE GUARANTEE COMPANY, DA TED EFFEC77VE NOVEMBER 5, 2013 AS ORDER NO. A886JO084JR. DA TE OF SURVEY DECEMBER 3 & 5, 2013 ya- MULp-LEVELUNIT pF MEASUREMENT- U5 SUR vFY FOOT 4E>` THIS PROPERTY IS SUBJECT TO THE FOLLOWING EXCEPTIONS PER SAID TITLE COMMITMENT.- METAL rRAAI i SELF -STORAGE UNITS is - BEARINGS ARE BASED UPON A ,SEARING OF S063738"E BETWEEN FOUND MONUMENTS AL UNG THE KEST LINE OF SAID 8. RIGHT OF PROPRIETOR OFA VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE t ' ' 169 PARCEL A, MIDLAND EXEMPTION AS DESCRIBED AND SHOWN HEREON. PREMISES A5 RESERVED IN UNTIED STATES PATENT RECORDED DECEMBER 04, 1894, IN BOOK 12 AT PAGE JJ9 AND RECORDED NOVEMBER 18, 1893 IN BOOK 12 AT t. ' . .. PAGE 255. 1 1 • , ,, ., DUE TO APPROXIMATELY 6 OF SNOWFALL ON SITE DURING THE FIELD 5URVEY, SOME FEA7U S MAY NOT HAVE BEEN 9. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED .5TA7FS AS RESERVED IN UNITED STATES PATENT RECORDED DECEMBER irk s .'. ` OBSERVABLE ON THE DATE OF SURVEY, AND THEREFOR NOT LOCATED. 04, 1894, IN BOOK 12 AT PAGE 339 AND RECORDED NOVEMBER 18, 1893 IN BOOK 12 AT PAGE 255 :. • 249.9 . 6" :1, ARED TA ": ' 10. UNDIVIDED 1150 IN7FREST OF ALL OIL AND GA AS RESERVED BY ELL J. CHASE IN THE DEED 70 EL MER BA /R RECORDED JUNE 12, 1951 IN BOOK 258 AT PAGE W i MUL77�L ORAGELUNTS . `i 594 AS RECEP77ON NO. 176.326, AND ANY AND ALL ASSIGNMENTS' THEREOF OR INTERESTS• THEREIN. _ 249.9 11. UNQIYJDED 6114 X ROYALTY FROM ALL OIL, GAS AND OTHER MINERALS AS RESERi>ED BY NEIL S. MINCER AND ERVEN T. LARSON IN THE DEED 7 UNION OIL - iLnCOMPANY OFCA LIFORNIA RECORDED MA Y 19, 1967 IN BOOK 364 A T PAGE 358 AS RECEPTION NO. 237942, AND ANY AND ALL ASSIGNMENTS ]HEREOF OR INTEREST 5 THEREIN. HT1 � �... ,_ r •- .. .. '- `` C2 •''•. ;._ - '.' •' i . - , • '' 12. RIGHT OF WA Y EASEMENT BEING 10 FEET IN W1DIN AS GRANTED TO THE MOUNTAIN STA TES 7FLEPHONE AND TELEGRAPH COMPANY BY DOCUMENT RECORDED •• ' SEPTEMBER 12, 196 IN BOOK 379 A T PAGE 39. �.290.FRA -Y 4�r6. 13: RIGHT OF WAY EASEMENT AS GRANTED TO HOLY CROSS ELECTRIC ASSOCIA77ON, INC. BY DOCUMENT RECORDED NOVEMBER 22, 1956 IN BOOK 380 AT PAGE 2.34. t UL T7 -LEVEL METAL ' ` s7g 48. H :- 14. TERMS CONDITIONS PROVISIONS EASEMENTS' AND RIGHTS OF WA Y OF AGREEMENT RECORDED SEPTEMBER 17 1971 IN BOOK 422 A T PAGE 542 M STORAGE UNJ TS ` 27 �c- n SELF- Sr 15. EASEMENTS; FIGHTS OF WAY AND OTHER MAT7FR5 AS SHOWN ON 171E SURVEY RECORDED APRIL 30, 1990 AS RECEP770N NO. 412106. ' ri'. _ ZSO O+ M1 . C' 14: EQUESTRIAN A CCESS EA SEMEN T AND WA 7FR LINE AS SET FOR TH IN WARRANTY DEED RECORDED APRIL 20 1994 IN BOOK 899 A T PA GE 612. :i , .: • Q �` '� �°'•- 17. 7ERM5, COND177ONS AND PRO WSIONS OF RESOLUTION NO. 94-04 RECORDED APRIL 22, 1994 IN BOOK 899 AT PAGE 736. .. `.' : r� ,• 77 18. TERMS, COND177ONS AND PROWSIONS• OF RESOL U77ON NO. 92-047 RECORDED MA Y 20, 1992 IN BOOK 831 A T PAGE 970. ry ^ 3 �`1.S 19. ALL REMAINING OIL, GA 5, OIL SHALE ANO ANY AND ALL MINERAL INTEREST OF WHATEVER NA 7URE NOT PREWOUSL Y RESERVED, WITHOUT WE RIGHT OF SURFACE `std 3j �H'�L � • •:: - ENTRY AS RESERVED IN INSTRUMENT RECORDED MAY 28, 1992 IN BOOK 832 A T PAGE 789, AND ANY AND ALL ASSIGNMENTS' THEREOF OR IN7ERES75' ]HEREIN. { t 10- TELEPHONE E•A SEMEN T V GRA VEL r72 L' 20 7FRMS, COIVD177ONS AND PRO W51ONS OF RESOLU 77ON NO 9.3-045 RECORDED JUNE 08, 199.3 IN BOOK 865 A T PA GE 32. REC. NO. 722895 y W PARKING 5.0' WATERLINE EASEMENT 21. ANY QUES770N, DISPU7F OR ADVERSE CLAIMS AS TO ANY LOSS OR GAIN OF LAND AS A RESULT OF ANY CHANGE IN THE RIVER BED LOCATION BY OTHER THAN 10' A40UNTAIIV STA IFS � BOOK 422 PAGE 543 NA 7 URA L CA USES, OR AL7EiRA77ON THROUGH ACCRE770N, RELIC 770N, EROSION OR AVULSION OF THE CENTER 7HREAD, BANK, CHANNEL OR FLOW OF WATERS IN THE ELK gNPAGE .34 RI WR L YING W 77•IIN INE SUBJECT PROPERTY. 7FLEPN I GOOK 37 ` 27 EASEMEN 75, RIGHTS OF WA Y AND OTHER MA ITERS AS SHOWN ON 7HE MIDLAND EXEMP77ON PLA T RECORDED APRIL 19, 1994 AS RECEP7701V NO. 461990 it¢ 6 2.3 ENCROA CHMEN T OF ASPHAL T DRI VE ON TO RIGH T OF WA Y FOR ROAD A S SHOWN ON IMPRO WREN 7' SUR VEY DA TED A UGUS T 3Q 2005 PREPARED BY TU 77LE SURVEYING AS " NO. 08.302005. 24. EASEMENTS FOR UNDERGROUND WA IFR LINE AND CMP PIPE AS SHOWN ON IMPROVEMENT SURVEY DA TED AUGUST 30, 2005 PREPARED BY 7UITLE SURVEYING A5 7FLPHONE CROSSING ,` ., .. JOB NO. 08.302005. 24" INSULATED METAL PIPE k PARCEL A 25. 7FRMS, CONDI77ONS AND PRO WSIONS OF PERMIT RECORDED MAY 07, 2007 IN BOOK 192.3 AT PAGE 413. MIDLAND EXEMPTION GA 7F 26 7FRMS, CONDI17ONS AND PRO WSIONS OF EASEMENT AGREEMENT RECORDED MA Y 09, 2007 IN BOOK 1924 A T PAGE 3.34. REC. NO. 461990 `, I� pRA�E L 27 TERMS, COND177ONS AND PROVISIONS OF PERMIT RECORDED APRIL 15, 2008 IN UNDER RECEP77ON NO. 746561. FOUND NO 5 REBAR � 50.37 ^ & CAP N872347" 1 1.060 ACRESt ,� 28 7FRMS. CONDITIONS AND PRO14SIONS OF ADMINIS TTA 77 VE PERMIT RECORDED APRIL 15, 2008 AT RECEP77ON NO. 746561. 30' WITNESS W .7p� ' - �� _ _ _ �� - `, SGA 7E ��' CORNERS N87 57' LS 27613 - - - `9R' . ` : 2 RVEYDR S CER MCA M 740.64 + �- „I � -• • : . V� GRA VEL 1, JEFFREY ALLEN TUT7ZE, BEING A PROFESSIONAL LAND SURVEYOR IN THE 5 ' TE OF COLORADO DU PARKING HEREBY CER 77FY TO ALPINE BANK AND LAND 7777-E- GUARAN7FE COMPANY THAT THIS IMPROVEMENT fi SURVEY WAS PREPARED FROM AN ACTUAL MONUMENTED LAND SURVEY OF THE PROPERTY CORNER MONUMENTS, BOTH FOUND AND SET, UNDER MY DIRECT SUPERW57ON AND CHECKING, • THA T I T IS A PORTION OF LAND 51 TUA TED INT I! -!IN SECTION 7 AND SECTION �. SS S 4 �6 t°� ,` ^ „ CORRECT TO THE BEST OF MY BELIEF AND KNOKEDGE AND THAT ALL DIMENSIONS, BOTH LINEAR AND 18, TOWNSHIP 7 SOUTH, _ _ 9 53. + - ANGULAR WERE DE7FRMINED BY AN ACCURA TF CONTROL SURVEY IN THE FIELD WHICH BALANCED AND RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, GARFIELD f. k C'S CLOSED W THIN A LIMIT OF T IN 15,000 (WHICH COMPLIES WITH COLORADO PROFESSIONAL STANDARDS -- FOR A LAND SURVEY PLA T AND THE CURRENT ACCURACY STANDARDS FOR AL TAIA CSM LAND 77 77-F COUNTY, COLORADO, L YINGSOUTHWESTERL Y OF THE SOU77IERL Y Xx -- X _ �� • SURVEYS): 1 FURTHER CER77FY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS RIGHT OF WA Y OF GARFIELD COUNTY ROAD #113 X 9• _' �2 DA 7F, DECEMBER 5, 2073 EXCEPT U77LI7Y CONNEC77ONS, ARE EN77REL Y WITHIN THE BOUNDARIES OF ASCONST7RUC7ED AND IN PLACE, NORTH OF 77 -IE CENTERLINE OF h� V� S73•� �p 771E PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS' UPON THE DESCRIBED CA TILE CREEff, EAST OF THEEASTERL Y RIGHT OF WA Y OF CATTLE CREED '.�7 �] SSj. �9�, 63 �� Z- PREMISES Na APPARENT EVIDENCE RO EOR SIGN N TS ON AOF ANN Y Y EASEMENT CROSSING DR BURDENING ANY PA OF SAIINING PREMISES E)(CEP T AS INDICA TEO, AND THA T D IS COLORADO STA 7E HIGH WA Y #82 AND WEST OF THA T - ��Sp .� - _� '�' PARCEL, EXCEPT AS NOTED, TRACTDESCRIBED IN BOOK 576 A T PAGE 659 OF THE RECORDS OF GARFIELD COUNTY, COLORADO, SAID PARCEL BEING MORE PAR77CULARL Y DESCRIBED AS FOLLOWS: "N BEGINNING A T A POINT WHERE THE SOU THERL Y RIGHT OF WAY . "`� - - - ,�� J - 4 4 a s. _ • "w w ate_ F .' - 40 1 S� �. �,� O JEFFREY ALLEN 1U771E L.S. 33638 OF COUNTY ROAD #113 13� k �� s9'o'- 576.9 w .. IN TFRSEC T S THE WEST LINE OF THA T TRACT A S DESCRIBED IN w 30 1 ' 13 BOOK 576 A T PAGE 659 OF 77 -IE RECORDS OF SAID COUNTY, SAID POINT OF BEGINNING BEING A #5 REBAR WITH PLASTIC CAP P.L.S. #22580, FROM WHICH THE SOUTHEAST _ - �s&� `` TION 7 + • .: j� ;• DA 7F CORNER OF SAID SECS p CATTLE CREED BEARS NORTH 77 DEGREES 23102" EAST A DISTANCE OF 199.35 �2 • \` y FOUND GARFIELD `S' -a' COUNTY SURVEYOR FEET, SAID SOUTHEAST CORNER OF SAID SECTION 7 BEING A STANDARD MONUMENT �� 1-_� 10' EQUES7RIAN EASEMENT FOUND N0.5 REBAR 3 "BRASS CAP SET BY GARFIELD COUNTY, THEN ALONG SAID WEST LINE OF I BOOK 899 PAGE 617 �\ �� & PLASTOC CAP '' ON 2" IRON PIPE TRACT .SOUTH DO DEGREES 00'00" WEST A DISTANCE OF 197.57 I �\ 2 MARKED L5 27580 \ MARKED SECTIONS FEET TO INTERSECT THE CENTERLINE OF CATTLE CREEK, SAID CREEK CENTERLINE BEING LOCATED BY SURVEY APRIL 27, 1992, :. T� g, R.88W. THEN ALONG SAID CREEK CENTERLINE THE FOLLOWING 40 �. ��' COURSES; SOUTH 75 DEGREES 10'10" EAST A D157ANCE OF 152.68 FEET• NORTH 49 DEGREES 59'17" WEST A DISTANCE OF 97.70 FEET SOUTH 81 DEGREES 08'13" WEST A DISTANCE OF 52.38 FEET; SOUTH 70 DEGREES 31'53" EAST A DISTANCE OF 172.08 FEET �s sem• cV� Yd NORTH 64 DEGREES 2544" WEST A D157ANCE OF 2066 FEET; SOUTH 65 DEGREES 59300 WEST A DISTANCE OF 75.82 FEET, 271.76 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAWNG A sem,, 1 � r� 72•�3 NORTH 08 DEGREES 4822" EAST A DISTANCE OF 48.12 FEET• NORTH 34 DEGREES 04',36" WEST A DISTANCE OF 33.50 FEET; RADIUS OF 1521.83 ' NORTH 51 DEGREES 4B'45" EAST A DISTANCE OF A9 7-T FEET FEET A CENTRAL ANGLE OF 10 DEGREES 13'53" ANDA LONG CHORD t 9 NORTH 56 DEGREES 46 19 WEST A DISTANCE OF 48.79 FEET, j - " �Q �� I :' v LEGEND R7 �C]Qb ' 574 t 34 SOUTH 74 DEGREES 462 " WEST A DISTANCE OF 65.34 FEET NORTH 01 DEGREES 31 07 EAST A DISTANCE OF 115.53 FEET, WHICH BEARS 50UTH NORTH 46 DEGREES 26'19" WEST A DISTANCE OF 50.05 FEET SOUTH 82 DEGREES 24 26" WEST A DISTANCE OF 90.53 FEET; 65 DEGREES 24'57" EAST A DISTANCE OF 271.39 FEET,- NORTH 08 DEGREES 05'45" EAST A DISTANCE OF 74.01 FEET NORTH 47 DEGREES 26106" WEST A DISTANCE OF 88.64 FEET; SOUTH 60 DEGREES 18100" EAST A DISTANCE OF 45.94 FEET; DISTANCE OF 79.24 FEET; 57 DEGREES' 3958" WEST A DISTANCE OF 23.63 FEET, NORTH 87 DEGREES 57'07" WEST A DISTANCE OF 14064 FEET, 259.41 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A NORTH 47 DEGREES 16'34" WEST A DISTANCE OF 93.52 FEET; NORTH 65 DEGREES 30'17" WEST A DISTANCE OF 108.74 FEET RADIUS OF 819.74 " NORTH 79 DEGREES 40108" EAST A DISTANCE OF 64.07 FEET; NORTH 3O DEGREES 26'19" WEST A DISTANCE OF 51.37 FEET; SOUTH 86 DEGREES 2325" WEST A DISTANCE OF 38.42 FEET,• SOUTH 76 DEGREES 40'38" WEST A DISTANCE OF 139.15 FEET; SOUTH 81 DEGREES 504" WEST A DISTANCE OF 32.22 FEET; NORTH 55 DEGREES 59'10" WEST A DISTANCE OF 51.66 FEET; NORTH 07 DEGREES 12'46" WEST A DISTANCE OF 79.24 FEET; SOUTH 73 DEGREES 12'42" WEST A D15TANCE OF 63.91 FEET,• NORTH 83 DEGREES 44:26" WEST A DISTANCE OF 29.33 FEET,• NORTH 59 DEGREES 41152" WEST A DISTANCE OF 49.66 FEET• SOUTH 79 DEGREES 4230" WEST A DISTANCE OF 31.92 FEET; SOUTH 35 DEGREES 3742" WEST A DISTANCE OF 29.96 FEET; SOUTH 67 DEGREES 54'50" EAST A DISTANCE OF 28.61 FEE T; SOUTH 24 DEGREES 4447" WEST A DISTANCE OF 32 10 FEET SOUTH 87 DEGREES 2535" WEST A DISTANCE OF 96.44 FEET; SOUTH 48 DEGREES 2642" WEST A DISTANCE OF 94.53 FEET; NORTH 66 DEGREES 51 WEST A DISTANCE OF 51.72 FEET; NORTH 34 DEGREES 5125" WEST A DISTANCE OF 42.96 FEET; NORTH 54 DEGREES 12'04" EA5T A DISTANCE OF 45.85 FEET; NORTH 71 DEGREES 49'17" WEST A DISTANCE OF 49.94 FEET SOUTH 22 DEGREES 01'42'° WEST A DISTANCE OF 50.48 FEET Nota'oe According to Colorado law, you must commence any legal acta'on based upon any defect in lhxs survey w&hgn three years after you firsl discover such defect In no event may any legal acAon based upon any defect an MKs survey be commenced more than ten years from the date of the certxfziai2bn shown NORTH 87 DEGREES 23'47" WEST A DISTANCE OF 50.37 FEET TO INTERSECT THE EASTERL Y RIGHT OF WA Y OF COLORADO STA TE HIGHWA Y NUMBER 82, THEN ALONG SAID EASTERL Y RIGHT OF WA Y THE FOLLOWING TWO COURSES, .339.91 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAWNG A RADIUS OF 1132000 FEET, A CENTRAL ANGLE OF 01 DEGREES 43'14'° AND A LONG CHORD WHICH BEARS NORTH 06 DEGREES 53'33" WEST A DISTANCE OF 339.90 FEET;NORTH 06 DEGREES 02'39 " WEST A DISTANCE OF 117.23 FEET; THEN DEPARRNG SAID EA5TERL Y RIGHT OF WA Y NORTH 90 DEGREES 00'00" EAST A DISTANCE OF 84.43 FEET TO INTERSECT THE SOUTHERL Y RIGHT OF WA Y OF SAID GARFIELD COUNTY ROAD NUMBER 11.3, THEN ALONG SAID 50U7HERL Y RIGHT OF WA Y THE FOLLOWING TWEL VE COURSES; 134 FEET ALONG THE ARC OF A CURVE 7-O THE LEFT HA V71VG A RADIUS OF 2567.97 FEET A CENTRAL ANGLE OF 03 DEGREES 00 21 " AND A LONG CHORD WHICH BEARS SOUTH 56 DEGREES 04'26" EAST A DISTANCE OF 134.70 FEET; SOU TTI 57 DEGREES 3436" EAST A DISTANCE OF 742.62 FEET,- 213.78 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 550.98 FEET, A CENTRAL ANGLE OF 22 DEGREES 1351 " AND A LONG CHORD WHICH BEARS SOUTH 68 DEGREES 41'32" EAST A DISTANCE OF 212.44 FEET,• SOUTH 79 DEGREES 4827" EAST A DISTANCE OF 61.85 FEET, 152.85 FEET ALONG THE ARC OF A CURVE TO 7HE RIGHT HA WNG A RADIUS OF 944.17 FEET A CENTRAL ANGLE OF 09 DEGREES 16'34" AND A LONG CHORD WHICH BEARS TIlTTLZ S 'URVZYINC SZRVIC�'�S' 727 Bloke A venue Glenwood Springs, Colorado 87501 (970) 928---9798 (FAX 947-9007) FEET A CENTRAL ANGLE OF 18 DEGREES 075 AND A LONG CHORD WHICH BEARS SOUTH 51 DEGREES 14104" EAST A DISTANCE OF 258.33 FEET SOUTH 42 DEGREES 10107" EAST A DISTANCE OF 105.17 FEET; SOUTH 41 DEGREES 1131 " EAST A DISTANCE OF 28 08 FEET; 167.53 FEET ALONG THE ARC OF A CURVE TO THE LEFT HA ONG A RADIUS OF 26J2.37 FEET, A CENTRAL ANGLE OF 03 DEGREES 38'47" AND A LONG CHORD WHICH BEARS SOUTH 43 DEGREES 00'42" EAST A DISTANCE OF 167.51 FEET TO THE POINT OF BEGINNING. ALSO KNOWN AS PARCEL A MIDLAND EXEMP77ON COUNTY OF GARFIELD, STA TE OF CDL ORA D0 82 COUNTY ]?OAD 113 CARt30NDALE, CO 81 623 GRAPHIC SCALE ao a 30 sa 120 240 ( INFM] 1 inch = 80 ft- IMPROVEMENT SURVEY PLAT V, o � o FOUND NO 5 REBAR & CAP 'L 3O' WI TNESS 9s CORNER LS 27673 FIRE HYDRANT WA TER MANHOLE WV pQ WA TER VALVE I& WA 7FR SHUT" OFF (CURB STOP) (s SEWER MANHOLE 59 SEWER CLEANOUT GIA GAS METER ELECTRIC TRANSFORMER T[] TELEPHONE PEDESTAL SUBJECT LOT LINE ADJOINING LOT LINE - EASEMENT SIDELINE x FENCE Drown by. JW Date. 12/19173 ROCK WALL 011 OF LINE TABLE LINE BEARING LENGTH L 1 S 41'71,31" F 28.08' L2 5 35'3742 " W 29.96' L3 S 7942'30" W 31.92' L4 N 834426" W 29.33' L 51 N 64 2544 " W 20.66' GRAPHIC SCALE ao a 30 sa 120 240 ( INFM] 1 inch = 80 ft- IMPROVEMENT SURVEY PLAT V, o � o FOUND NO 5 REBAR & CAP 'L 3O' WI TNESS 9s CORNER LS 27673 FIRE HYDRANT WA TER MANHOLE WV pQ WA TER VALVE I& WA 7FR SHUT" OFF (CURB STOP) (s SEWER MANHOLE 59 SEWER CLEANOUT GIA GAS METER ELECTRIC TRANSFORMER T[] TELEPHONE PEDESTAL SUBJECT LOT LINE ADJOINING LOT LINE - EASEMENT SIDELINE x FENCE Drown by. JW Date. 12/19173 ROCK WALL 011 OF CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DEL TA CI 134.72' 256797' 67.38' 734.70' S 564 26" E 3,0 21 " C2 213.78' 550.98' 108.25' 272.44' S 684137 " E 227j'51 " C3 152.85' 944. 11' 76.59' 152.68' N 757070" W 9'16 34" C4 271.76' 1521.83' 736.24' 271,59' N 65 2457" W 707.3,53" C5 259.47' 819.74' 730.80' 258.33' N 51743" W 187'53" C6 167.53' 26J2.,31' 83.79' 167.50' S 43'0'42" E 3'.38'47" C7 339.88' 7320.00 169.95' 339.86' 5 6'53'33" E 143'13" GRAPHIC SCALE ao a 30 sa 120 240 ( INFM] 1 inch = 80 ft- IMPROVEMENT SURVEY PLAT V, o � o FOUND NO 5 REBAR & CAP 'L 3O' WI TNESS 9s CORNER LS 27673 FIRE HYDRANT WA TER MANHOLE WV pQ WA TER VALVE I& WA 7FR SHUT" OFF (CURB STOP) (s SEWER MANHOLE 59 SEWER CLEANOUT GIA GAS METER ELECTRIC TRANSFORMER T[] TELEPHONE PEDESTAL SUBJECT LOT LINE ADJOINING LOT LINE - EASEMENT SIDELINE x FENCE Drown by. JW Date. 12/19173 ROCK WALL 011 OF