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HomeMy WebLinkAbout3.01 Amended PlatAMENDMENT OF FINAL PLAT OF: ��I\rJp r 1 �>•i �)-1[5 ANc1ST 1 C•1[JI4LD.0 O DIO O LOCAT ��ID IN A PORTION OF S & SECTION 1, H:CTIONS 6 & 7, 'TOWNSHIP TOWNSHIP 7 SOU'T'H, CO U NTY OF GAR H'I JANGE H:LO ), S AT 7 SOUTH, RANG 88 WES' 07 H: OF COLORADO H: 87 W THE 6TH H:S P.M. 0 H' ?H H'i 6 H D.M. SHEET 1 OF 10/DEDICATION & CERTIFICATION CERTIFICATION OF DEDICATION AND OWNERSHIP PURPOSE STATEMENT ,� , f - L/ --- 1`� (: ��, , J __ KNOW ALL MEN BY THESE PRESENTS THAT CARL MOAK, PRESIDENT OF THE RANCH AT TO AMEND THE ORIGINAL PLAT TO REMOVE AND DELETE PLAT NOTE NO. 6 WHICH READS��` J� 1 ' J ,, Is q,j COULTER CREEK HOMEOWNERS ASSOCIATION, CERTIFIES THAT THE OWNERS IN FEE AS FOLLOWS: %-N \ ) u �CJ� ) f SIMPLE AND THEIR CORRESPONDING LIEN HOLDERS, IF ANY, OF LOT NOS. 1-26, �' ' 750$/ i (\ ��-.' �N J r> t �� `f-� a, / _- ��`rr��' �+ t INCLUSIVE, COMPRISING THE RANCH AT COULTER CREEK P.U.D. AS SHOWN ON THE PLAT "6. ONE (1) DOG WILL BE ALLOWED FOR EACH RESIDENTIAL UNIT WITHIN °'`Mf/ / — 0-.. \`.- RECORDED JUNE 9TH, 2004 AS RECEPTION NUMBER 653768 SITUATED IN THE COUNTY '�-' t THE P.U.D. AND THE DOG SHALL BE REQUIRED TO BE CONFINED ".T 4 " �` , 4� �--os,.- 0____-�� a ; %� t`. OF GARFIELD, STATE OF COLORADO (THE "ORIGINAL PLAT"), HAVE RECORDED WRITTEN WITHIN THE OWNERS' PROPERTY BOUNDARIES. SH FT 5 `?�.,�`- -� _ — _ ' ` �__ , CONSENTS TO THE REMOVAL OF ORIGINAL PLAT NOTE 6 IN THE RECORDS OF THE «�-/�__ SHEET 10 n" - , . -. ' / GARFIELD COUNTY CLERK AND RECORDERS ON THE DAY OF t ! 2( r-�I ___ 2016 AS RECEPTION NOS. THROUGH y ;� � INCLUSIVE. 1 ;:-- 1 �� ` ., _ - _ _ .. IN WITNESS WHEREOF, THE UNDERSIGNED CAUSED HIS NAME TO BE SUBSCRIBED THIS RESTATED PLAT NOTES (ORIGINAL NOTE 6 INTENTIONALLY DELETED) Ar _ rJ / J r �' '` - DAY OF 2016. 6\ Y r- = . 1 I , - , 1. THE REAL PROPERTY PLATTED HEREIN IS SUBJECT TO THE TERMS AND CONDITIONS OF RESOLUTION , = _ --' THE RANCH AT COULTER CREEK HOMEOWNERS ASSOCIATION NO. 2004-14 CONCERNED WITH THE APPROVAL OF A PLANNED UNIT DEVELOPMENT APPLICATION FOR r ' �` 4 , r /- THE RANCH AT COULTER CREEK P.U.D. WHICH WAS RECORDED IN THE GARFIELD COUNTY CLERK AND :HE ` '7 - `V' E� SHEET 9 -tea,-NS- 'a1:f - } 'h ` '' = _ -� RECORDER'S OFFICE, ON FEBRUARY 6, 2004 IN BOOK 1559, PAGE 421, AS RECEPTION NO. 646146; _1�-�- '' Il BY: RESOLUTION NO. 2004-15 CONCERNED WITH THE APPROVAL OF A PRELIMINARY PLAN FOR THE SHEET 8 t!��' a �1.�/,2 _`-`—",tree 1 CARL MOAK, PRESIDENT RANCH AT COULTER CREEK PLANNED UNIT DEVELOPMENT WHICH WAS RECORDED IN THE GARFIELD �.:•+ �-� ; 7i9 `� , COUNTY CLERK AND RECORDER'S OFFICE ON FEBRUARY 6, 2004 IN BOOK 1559, PAGE 435 AS RECEPTION NO. 646147. STATE OF COLORADO) 1 �� L{� -' {``�� 1z _ ! ^` + , ) 2. THE REAL PROPERTY DEPICTED ON THE WITHIN FINAL PLAT, EXCLUDING THE DEDICATED COUNTY 1211 -- _ o 0 ,, ` �►_► - mo 7-�, COUNTY OF GARFIELD) ROAD No. 115 RIGHT-OF-WAY, CONSTITUTES THE RANCH AT COULTER CREEK P.U.D. AS PROVIDED ------27--'-- � \ , `� � ' ;= HEREON AND AS PROVIDED IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS ' i-; ''"!'= " -- ,� ,...-f FOR THE RANCH AT COULTER CREEK P.U.D. RECORDED ON THE 9TH DAY OF JUNE, 2004, IN THE ` ` J � THE ABOVE AND FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS ,�_:, / �,�'`� , g ;('\ GARFIELD COUNTY CLERK AND RECORDER'S OFFICE IN BOOK 1595 AT PAGE 146, AS RECEPTION NO. DAY OF 2016, BY CARL MOAK AS `�,..----''-, .. , ---- `—_� -- ----�-' '� \ ; - / 'J , PRESIDENT OF THE RANCH AT COULTER CREEK HOMEOWNERS ASSOCIATION. 653774. ALL OF THE LANDS WITHIN THE RANCH AT COULTER CREEK P.U.D. ARE SUBJECT TO THE SHEET MAP DEVELOPMENT RIGHTS RESERVED TO THE DECLARANT IN ARTICLE XI OF THE AFORESAID .//"f, __-. — ---_�' oo' ,;��- , - �ro_�\ �\ 'l : Oi', i' DECLARATION. WITNESS MY HAND AND OFFICIAL SHEET INDEX ,, o -��/ `,,� N -� �`,� \f%` '�; =l`— 3. COLORADO ISA "RIGHT -TO -FARM" STATE PURSUANT TO C.R.S. 35-3-101, ET SEQ. LANDOWNERS, 1) DEDICATION & CERTIFICATION RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT THE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIELD COUNTY'S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT 2) SUBDIVISION LAYOUT, RIGHT-OF-WAYS, EASEMENTS, &LAND USE SUMMARY 4 Com -' ti % )'I �� 7 = v ` x \ I V NOTARY PUBLIC OF LIVING IN A COUNTY WITH A STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECTOR. ALL MUST BE PREPARED TO ENCOUNTER NOISES, ODOR, LIGHTS, MUD, DUST, SMOKE CHEMICALS, a 1c \ -<-L-... '� s / `�!J/ _ ,` 4, 334 MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL OF MANURE, MY COMMISSION EXPIRES: . AND THE APPLICATION BY SPRAYING OR OTHERWISE OF CHEMICAL FERTILIZERS, SOIL AMENDMENTS, 9 :1:1.---- r '\ -` ^-.__ ^- HERBICIDES, AND PESTICIDES, ANY ONE OR MORE OF WHICH MAY NATURALLY OCCUR AS A PART OF�,n=�. \ ` ::_. MY ADDRESS IS: A LEGAL AND NON -NEGLIGENT AGRICULTURAL OPERATIONS. + —' 1( --:;"-- . • 1'7 (/ C'`,, r.l i t� 4. ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAW AND SURVEY NOTES: COUNTY REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGATION DITCHES, 1) DATE OF SURVEY: APRIL 2002 -AUGUST 2003 SCALE 1"=2000' VICINITY MAP CONTROLLING WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING, AND OTHER ASPECTS OF USING AND MAINTAINING PROPERTY. 2) DATE OF PREPARATION: JULY & AUGUST 2003 RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND AMENDED DECEMBER 2015 -JANUARY, 2016 RESPONSIBILITIES AND ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE FOR SUCH INFORMATION IS "A GUIDE TO RURAL LIVING & SMALL SCALE 3) ORIGINAL PLAT BASIS OF BEARING: A BEARING OF N 01°06'00" W BETWEEN THE SOUTHWEST CORNER OF AGRICULTURAL" PUT OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD SECTION 6, AND THE WEST 1/4 SECTION 6, BOTH A FOUND BLM ALUMINUM CAP. COUNTY. 5. ALL EXTERIOR LIGHTING WILL BE THE MINIMUM AMOUNT NECESSARY AND ALL EXTERIOR LIGHTING 4) BASIS OF AMENDMENT: THE FINAL PLAT OF THE RANCH AT COULTER CREEK P.U.D. AS RECORDED AS RECEPTION NO. 653768OF THE GARFIELD COUNTY, COLORADO RECORDS AND THE TITLE OWNERSHIP AND WILL BE DIRECTED INWARD, TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS ENCUMBRANCES REPORT PREPARED BY LAND TITLE GUARANTEE COMPANY ORDER No. 595211 WITH AN ATTORNEY'S CERTIFICATE MAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES. ORDER DATE OF NOVEMBER 25, 2015. 6. IN ACCORDANCE WITH THE DECREE ENTERED BY THE DISTRICT COURT, WATER DIVISION NO. 5, I, ROBERT M. NOONE, AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, COLORADO, CASE NO. 02CW108, EACH LOT WITHIN THE RANCH AT COULTER CREEK P.U.D. SHALL BE DO HEREBY CERTIFY THAT THIS AMENDMENT IS IN SUBSTANTIAL COMPLIANCE WITH THE ALLOWED TO IRRIGATE A MAXIMUM OF 10,000 SQUARE FEET OF LAND FROM THE DOMESTIC WATER GARFIELD COUNTY SUBDIVISION REGULATIONS AND THAT ALL SUBDIVISION LOT OWNERS AND SYSTEM SERVING THE SUBDIVISION. ADDITIONAL LAND ON EACH LOT MAY BE IRRIGATED ONLY FROM BOARD OF COUNTY COMMISSIONERS' CERTIFICATE UNTREATED IRRIGATION WATER IF ANY IS AVAILABLE. THEIR CORRESPONDING LIEN HOLDER(S) HAVE CONSENTED TO REMOVING ORIGINAL PLAT NOTE 6 PER THIS AMENDMENT. THIS PLAT, APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD 7. NO OWNER OR OCCUPANT OF ANY LOT BURDENED BY AN EASEMENT FOR AN IRRIGATION DITCH SHALL OBSTRUCT THE FLOW OF WATER OR PLACE ANY SOLID OBJECT IN ANY IRRIGATION DITCH, DATE: , 2016 COUNTY, COLORADO THIS DAY OF , A.D. 2016, FOR FILING CONSTRUCT ANY PERMANENT IMPROVEMENT, INCLUDING ANY FENCE, ON OR OVER ANY OPEN DITCH WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR THE REMOVAL OF WITHIN SUCH IRRIGATION DITCH EASEMENT, NOR SHALL ANY SUCH OWNER OR OCCUPANT PLANT OR ORIGINAL PLAT NOTE 6 PER THIS AMENDMENT AS WAS CONSENTED TO BY THE PERMIT TO BE PLANTED ANY NEW TREES, BUSHES OR OTHER VEGETATION WITHIN ANY SUCH SUBDIVISION LOT OWNERS AND THEIR CORRESPONDING LIEN HOLDER(S), IF ANY, VIA IRRIGATION EASEMENT. SAID OWNER OF ANY LOT MAY RELOCATE ANY PORTION OF ANY IRRIGATION SEPARATE INSTRUMENTS; SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY DITCH WITHIN THEIR LOT WITH THE APPROVAL OF THE RANCH AT COULTER CREEK HOMEOWNERS ROBERT M. NOONE ASSOCIATION. ATTORNEY FOR RANCH AT COULTER CREEK HOMEOWNERS ASSOCIATION OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTING OF IMPROVEMENTS ON LANDS, PUBLIC HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC EXCEPT AS 8. CONTROL OF NOXIOUS WEEDS ON INDIVIDUAL LOTS WITHIN THE RANCH AT COULTER CREEK P.U.D. IS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS AND FURTHER THE RESPONSIBILITY OF THE LOT OWNER. CONTROL OF NOXIOUS WEEDS ON ANY PRIVATE OPEN THAT SAID APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE SPACE TRACT IS THE RESPONSIBILITY OF THE RANCH AT COULTER CREEK HOMEOWNERS CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC HIGHWAYS. APPROVAL OF THIS ASSOCIATION. PLAN SHALL CREATE A VESTED PROPERTY RIGHT PURSUANT TO ARTICLE 68 OF TITLE 24 9. IN ORDER TO PROTECT AGAINST THE DEGRADATION WHICH OCCURS TO AIR QUALITY AS A RESULT C.R.S, AS AMENDED. OF THE UTILIZATION OF WOOD -BURNING DEVICES, AND AS REQUIRED BY THE GARFIELD COUNTY SURVEYOR'S CERTIFICATE SUBDIVISION REGULATIONS, THE FOLLOWING RESTRICTIONS ARE IMPOSED: BOOF GARFIELDRD F COUNTY Y,COMMISSIONERS ION COLORADO a. NO OPEN HEARTH SOLID FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN ANY NEW I, MARK S. BECKLER, DO HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR LICENSED OF COUNTY, DWELLING UNITS LOCATED WITHIN THE P.U.D.. UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE 1ST AMENDMENT OF THE FINAL PLAT OF THE RANCH AT COULTER CREEK P.U.D. AS BY: b. ALL DWELLING UNITS WITHIN THE P.U.D. WILL BE ALLOWED AN UNRESTRICTED NUMBER OF LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN CHAIRMAN NATURAL GAS BURNING FIREPLACES OR APPLIANCES. ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY WITNESS MY HAND AND THE SEAL OF THE COUNTY OF GARFIELD. c. ALL DWELLING UNITS WITHIN THE P.U.D. WILL BE ALLOWED ONE (1) NEW WOOD -BURNING SHOWS THE LOCATION AND DIMENSIONS OF THE BOUNDARY, LOTS, EASEMENTS, STREETS AND STOVE AS DEFINED BY C.R.S. 25-7-401 ET. SEQ. AND ALL THE REGULATIONS PROMULGATED ROADS OF SAID SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE ATTEST: THEREUNDER. WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. COUNTY CLERK 10. BUILDING PERMIT APPLICATIONS FOR EACH LOT SHALL INCLUDE PLANS AND SPECIFICATIONS FOR AN IN WITNESS WHEREOF 1 HAVE SET MY HAND AND SEAL THIS DAY OF ONSITE WASTEWATER TREATMENT SYSTEM. EACH SYSTEM SHALL BE DESIGNED BY A STATE OF , A.D. 2016. COLORADO REGISTERED ENGINEER AND MUST BE APPROVED PURSUANT TO THE GARFIELD COUNTY INDIVIDUAL SEPTIC DISPOSAL SYSTEM (ISDS) REGULATIONS BEFORE A BUILDING PERMIT WILL BE ISSUED. THE TYPE, SIZE AND LOCATION OF EACH INDIVIDUAL ON-SITE WASTEWATER SYSTEM (OWS) WILL BE SITE-SPECIFIC BASED ON EXISTING GARFIELD COUNTY AND STATE ISDS DESIGN CRITERIA MARK S. BECKLER, L.S. #28643 AND REQUIRED SITE-SPECIFIC GEO-TECHNICAL EVALUATIONS. THE SOIL ADSORPTION/DISPERSAL SYSTEMS SHOULD BE LOCATED WITHIN THE BUILDING ENVELOPE ON EACH LOT AS IDENTIFIED ON THE FINAL PLAT. 11. HISTORICAL DRAINAGE PATTERNS SHALL BE MAINTAINED ON THE PROPERTY. NO STRUCTURES OR USES SHALL BE LOCATED WITHIN THE NATURAL DRAINAGE WAY ON THE PROPERTY. 12. DEVELOPMENT ON 40% SLOPES OR GREATER IS PROHIBITED ON THE LOTS. ALL BUILDING ENVELOPES COUNTY SURVEYOR'S CERTIFICATE HAVE BEEN LOCATED TO AVOID AREAS CONTAINING 40% OR GREATER SLOPES. 13. SWELLING SOILS, CLAY AND CLAYSTONE, ARE PRESENT ON THE SITE. APPROPRIATE MITIGATION MAY CLERK AND RECORDER'S CERTIFICATE APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING. PURSUANT TO C.R.S. 1973, 38-51-101 AND 102 BE NECESSARY TO BUILD ON A LOT. REVISED ET SEQ. THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD (REVISED) 14. THE RECOMMENDATIONS BY HEPWORTH-PAWLAK GEOTECHNICAL, INC. ("HP GEOTECH") OUTLINED IN COUNTY, COLORADO, AT O'CLOCK ON THE DAY OF ___.M., THE PRELIMINARY GEOTECHNICAL STUDY FOR THE SUBDIVISION DATED FEBRUARY 28, 2003, [JOB No. 2016, AND IS DULY RECORDED IN PLAT BOOK , PAGE 103 115] SHALL BE ADHERED TO. THESE PRELIMINARY DESIGN RECOMMENDATIONS INCLUDE , RECEPTION NO. GARFIELD COUNTY SURVEYOR PROVISIONS FOR FOUNDATIONS, FLOOR SLABS, UNDERDRAIN SYSTEM, SITE GRADING, SURFACE DRAINAGE AND PAVEMENT SUBGRADE. DATE 15. IN ADDITION TO THE DRAIN SYSTEMS FOR FOUNDATIONS RECOMMENDED BY HP GEOTECH, DUE TO CLERK AND RECORDER THE PRESENCE OF SWELLING CLAY SOILS, PERIMETER DRAINS SHOULD BE INSTALLED AROUND FOUNDATIONS. PERIMETER DRAINS PREVENT EXCESSIVE GROUND MOISTURE FROM SATURATING THE BY: SOILS AND THUS REDUCE THE OVER POTENTIAL FOR EXPANSION OR CONSOLIDATION. 16. DUE TO THE POSSIBLE PRESENCE OF RADON GAS IN THE AREA, TESTING FOR RADON GAS SHALL BE DONE WHEN THE RESIDENCES AND OTHER OCCUPIED STRUCTURES HAVE BEEN COMPLETED, PRIOR TO SOD THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. S E\ G \ E E DEPUTY \G L L C CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL C A R B O N D A L E COLORADO 81623 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION (g O) 704-0311 BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. sb 15210 2016-04-18 M:\3500dwgs\15210\1ST AMEND PLAT\15210-1st_amend_plat.dwg 1ST AMENDMENT OF FINAL PLAT OF: .\.) - _A \ E A N c A C 0 IT- J , , E o ® 0 LOCATED IN A PORT & SECTION' ON OF S , H:CTIONS TOWNSH_ COUNTY SHEET 2 6 OF OF 10/EXTERIOR & 7, '�OWNSII-P -) 7 SOUTH, GAl-,FIHID, BOUNDARY -,ANG STATE AND SECTION 7 SOU HI 88 OF COLORADO BREAKDOWN I, RANG EST OF SHEET -: 17 WHST THE 6TH OF THE 6TH D.M. D.M. ESE 21 441 4 PROPERTY DESCRIPTION 1 o FOUND 3" ALUMINUM CAP Y4 S1/S2 1985 � BUREAU OF LAND MANAGEMENT co Z I FOUND 3" ALUMINUM CAP 14 S1/S36 1985 ` BUREAU OF LAND MANAGEMENT COLORADO LAND SURVEY MONUMENT RECORD x 1 FILED PER THIS SURVEY 1 010 i C%4 SECTION 1 Z POINT OF BEGINNING BAR LAZY Y, LLLP 804 PITKIN AVENUE 1 COULTER CREEK VALLEY RANCH LTD THE FINAL PLAT OF THE RANCH OF COULTER CREEK P.U.D. RECORDED JUNE 9, 2004 AS RECEPTION NUMBER 653768. NE CORNER SECTION 6 NOT FOUND OR RESET LOCATED IN PLOWED AGRICULTURAL FIELD COLORADO LAND SURVEY MONUMENT RECORD "' FILED PER THIS SURVEY iv I o I SEC 1 o c" I ,l \ x SET 2.5" REBAR & CAP L.S. #28643 ESTABLISHED BY PROPORTIONAL MEASURE Q+ I COLORADO LAND SURVEY MONUMENT RECORD x ' FILED PER THIS SURVEY I B.L.M. 1 0 O 1 - - N 89'58'09" E - 1281.91'_ — _ _ N 89°59'37" E 1327.73' — - - — - - — - — -4--- a O FOUND 3" ALUMINUM CAP Y4 Sl /S6 BUREAU OF LAND MANAGEMENT COLORADO LAND SURVEY MONUMENT RECORD FILED PER THIS SURVEY S GLENWOOD SPRINGS, CO 89°37'39" E SEC P.O.P 0 BOX 1714 81601 ASPEN CO 81612-1714 FOUND REBAR & FOUND #6 CAP L.S. #31944 6 5011.37' 1 I I REBAR 1 _ _ - - — ' N 8958'54" E 5247.98' I ZO of o W. /: FOUND #6 REBAR O EXCEPTED AS A FAITHFUL ESTABLISHED Oo E/6 CORNER OF SECTION 1 tli C UPGRADED WITH 2.5" ALUMINUM CAP L.S. #28643 �' 06 COLORADO LAND SURVEY MONUMENT RECORD 1 FILED PER THIS SURVEY v Co N 1 v 1 <0\ \ 0� �0\ \/ r� 6 I / td O t Z 0 I I I I i I i I I 1 �0� \0� 1i �J FOUND 3" ALUMINUM CAP S& S1/S6 1985 BUREAU OF LAND MANAGEMENT COLORADO LAND SURVEY MONUMENT RECORD FILED 4/18/02 BY BRIAN A. STEINWINDER L.S. #31944 1 1 1 I 1 I 1 I 1 I 1 1 1 1 1 I FOUND REBAR & 1 CAP L.S.#31944FOUND REBAR & ' 1 CAP L.S. #31944 1 i I 1 1 1 I 1 1 1 1 1 I FOUND REBAR & 1 CAP L.S. #12770 I ®S ' �� \0� �V I I FOUND REBAR & CAP L.S. #31944 89 37'39" 414.89' 11 I 00 0' i CA o OI •,y� v -I "..b: (1 m �I 0 tvI o N: 89°44'51"1 E/4 CORNER SECTION 6 NOT FOUND N PLOWED OR AGRICULTURAL FIELD REESTABLISHED PER ACCESSERY EVIDENCE (SURVEY MONUMENTS) ALONG EAST -WEST I ER & EASTESER CTIONT LINES FOUND REBAR & CAP L.S. #12770 FOUND REBAR & CAP L.S. #12770 i S 00°53'45" E N 89 21'15" W ----1284.66'----- UPDATE FILED PER THIS SURVEY I 1 I 1 FOUND REBAR & 416.06' 148.00 -------------_----- CAP L.S. #31944 r 0 N o SEI/e SECTION 1 SET 2.5" REBAR & CAP L.S. #28643 USING PROPORTIONAL MEASURE COLORADO LAND SURVEY MONUMENT RECORD FILED PER THIS SURVEY I ' cH 1 FOUND 3" ALUMINUM CAP 1/4 S1 1985 -I BUREAU OF LAND MANAGEMENT COLORADO LAND SURVEY MONUMENT RECORD 1 FILED PER THIS SURVEY N 89'41'07" E N 89°21'15" W 1376.76' B.L.M.Z O I FOUND 2" REBAR & 0 O ALUMINUM CAP L.S. #31944 o 1 CZ O I BEARS: S 89'44' E 31.0' O o� �0 00r. 0` 10 td = H N W 1 01 ' I 1 i I I 1 �� \0÷ I I 0‹V FOUND 3" ALUMINUM CAP A.P. S6 -S7 2000 BUREAU OF LAND MANAGEMENT COLORADO LAND SURVEY MONUMENT RECORD FILED PER THIS SURVEY 1 1 1 wI' 1 (� ' (\/, \ �V I i ' FOUND 3" ALUMINUM CAP WI46 S6 -S7 2000 1 BUREAU OF LAND MANAGEMENT I COLORADO LAND SURVEY MONUMENT RECORD 1 FILED 4/18/02 BY I BRIAN A. STEINWINDER L.S. #31944 i; FOUND REBAR & CAP L.S. #19598 Ok \ 1 0 \ I �,\0 I O ' I 1 FOUND REBAR & ALUM. CAP L.S. #15710 1 EXCEPTED AS A FAITHFUL ESTABLISHED E'/16 CORNER OF SECTION 6 & 7 COLORADO LAND SURVEY MONUMENT RECORD I FILED PER THIS SURVEY I I N 87°29'09" W /332.93' 0 G1 O NI 4. o' G. BENNETT & JUDITH G. I SHOTWELL AND 4I ` CHRISTINE S. & KENNETH S. 4I SOULS Co 6065 S JASMINE STREET c ENGLEWOOD CO 80111 �I cn 0 �i `I FOUND REBAR & CAP L.S. #31944 FOUND REBAR & CAP L.S. #19598 1 1 I 1 76.83' N8921'14"W 1 N8921'14"W 1 -------------------- 1210.84' �_� – 1364.88' 6 „ 89°39'56" WI S 87°21 >9 �' 1q --------------- - _ 6 N 89'40'02" W 1336.64 S 89°39 '54" E 1334.01 ' I 5 n2 � O U) co co 1I _ _ _ – N 8921'14" W 2575.71' — — — 12 12 FOUND 3" ALUMINUM CAP 1/4 S12 1985 1 BUREAU OF LAND MANAGEMENT 1 LAND SURVEY MONUMENT RECORD fi FILED PER THIS SURVEY 1 1 I ' 1 843.22' 530.35' 7 B.L.M. O FOUND 3" ALUMINUM CAP S1/S6/S7/S12 2000 4 BUREAU OF LAND MANAGEMENT tV COLORADO LAND SURVEY MONUMENT RECORD v FILED 4/18/02 BY BRIAN A. STEINWINDER L.S. #31944r 1 H FOUND 3" ALUMINUM CAP 1/4 S6 -S7 2000 BUREAU OF LAND MANAGEMENTo COLORADO LAND SURVEY MONUMENT RECORD N5` FILED PER THIS SURVEY 0 rn m \\,, N cam+ Z o FOUND 2" ALUMINUM CAP 1/4 S7 -S6 GINGERY L.S. #12770 ci COLORADO LAND SURVEY MONUMENT RECORD'_ FILED PER THIS SURVEY -\ , NE%6 SECTION 7 FOUND STONE S6/S5/S7/S8 / COLORADO LAND SURVEY MONUMENT RECORD FILED 12/21/82 BY MICHAEL D. HEIMBUCK L.S. #17488 \1 0. FOUND REBAR & ALUM. CAP L.S. #15710 1-4 8 CO co k O (4 Z O U Z O I---4COLORADO Z Q • 4 WOO n 0121-1x a CO0 ` O w S. 1 O I 1 _,\� p` 0\ \ �� (�V� SET REBAR & 2%2" CAP L.S. #28643 0 COLORADO LAND SURVEY MONUMENT RECORD FILED PER THIS SURVEY Oo W EXCEPTED AS A FAITHFUL ESTABLISHED S16 CORNER OF SECTION 7 & 8 COLORADO LAND SURVEY MONUMENT RECORD FILED PER THIS SURVEY N ' 1 i — FOUND 3" ALUMINUM CAP NlM/16 S7 2000 i BUREAU OF LAND MANAGEMENT 1 1 COLORADO LAND SURVEY MONUMENT RECORD FILED 4/18/02 BY 1 BRIAN A. STEINWINDER L.S. #31944 I 1 S 89°14'2f" W 1363.74 B.L.M. COLORADO O I O I b� ,..__. CO 1 d •N/ V FOUND 3" ALUMINUM CAP C%4 S7 2000 N-8-9'41'1-8; E 1339.64' FOUND 3" ALUMINUM CAP N116 S7 2000 BUREAU OF LAND MANAGEMENT LAND SURVEY MONUMENT RECORD FILED 4/18/02 BY BRIAN A. STEINWINDER L.S. #31944 ,\I p� /\ \''' e 0 3 89°41'18" W 1338.40' FOUND #5 REBAR BEARS: N 27'02' E 5.7' O 0 ASPEN BLUE SKY CO HOLDINGS LLC 4k P.O. BOX 8238 ASPEN CO 81612 N COp FOUND #5 REBAR & CAP MARKED "GINGERY" "L.S. #12770" w BEARS: N 23 23' E 12.4' Z 0 w p �' ko W CN 400 GRAPHIC 0 200 400 SCALE 800 1600 i BUREAU OF LAND MANAGEMENT COLORADO LAND SURVEY MONUMENT RECORD SEC 1 ,1I12 ' I COLORADO LAND SURVEY MONUMENT RECORD FILED 4/18/02 BY ' BRIAN A. STEINWINDER L.S. #31944 SEC 7 FILED 4/18/02 BY BRIAN A. STEINWINDER L.S. #31944 7 --- ( IN FEET ) 8 1 inch = 400 ft. 1— ------------------I------- — - - — _ - — - - — - - - — - - — - - — - - — - - --- 5 89°04'23"W 1342.59' N 8904'23" E 1342.59' 1 HARRIETT MCKNIGHT CROSBY, B.L.M. 1 B.L.M. I SOPRIS EN GINEERIN G - LLC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DETECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. ' I ' I 1 1 1 TRUSTEE OF THE 1E. HARRIETT MCKNIGHT CROSBY I REVOCABLE TRUST UNDER TRUST 6515 79th PLACE CABIN JOHN MD 20818 I% SECTION 7 FOUND BLM BRASS CAP 1/4 S7/S8 2000 SET REBAR 2 %2" & CAP L.S. #28643 COLORADO LAND SURVEY MONUMENT RECORD i BY PROPORTIONAL MEASURE FILED PER THIS SURVEY COLORADO LFILED PER THID SURVEY SYNT RECORD 1 CIVIL CONSULTANTS i 502 MAIN STREET, SUITE A3 1 CARBONDALE, COLORADO 81623 (970) 704-0311 1 sb 15210 2016-04-18 M:\3500dwgs\15210\1ST AMEND PLAT \15210-1st_amend_plat.dwg 1ST AMENDMENT OF FINAL PLAT OF: u ,1 .. A i w.\ \ C ., .. .r. w. COT ir. w♦ : C 4 az \M i \M: ,.. JA ._ 0 „. 0 ws 0 LOCATED I\ A PORTIOX & S OF SECTION, S 6 & 7, TOW\ SHIP 7 SOL H,CTION 1, TOW\ SHIP 7 SOUTH, RANGE 88 WEST COUNTY OF GARFIELID, STATE OF COLORADO SHEET 3 OF 10/SUBDIVISION LAYOUT, RIGHT-OF-WAYS, EASEMENTS, H, & LAND -,ANGE 87 WEST OF THE 6 OF THE 6TH P.M. USE SUMMARY H P.M. 10.0' EXISTING IRRIGATION EASEMENT CENTERED OVER IRRIGATION DITCH THROUGH LOT 6 (SEE PLAT NOTE 7) ROW 115 ROW 115 r 856 sq.ft. \ \ LOT 6 / 0.043 acres 9, 858 sq.ft. I / ,s .4 44,x, 0.226 acres \ \ 213,836 sq. ft. D LOT 7 acres / ` 1 \ 1 TRACT 6' 227,045 sq.ft. �p 5.212 \ \4.909 CgEE TRACT A 1203,557 sq. ft. / 89,168 sq.ft. \ \ ,- 10.0' IRRIGATION EASEMENT CENTERED OVER - \ RANCH COMPOUND `\ ` ,� \ 1 acres I 77>> ,-.77s cs COUNTY ROAD #115 - 4.673 acres 2.047 acres / EXISTING IRRIGATION DITCH THROUGH LOT 3 A BUILDING EASEMENT i �3 6'9. 4 ft RIGHT-OF-WAY - ' FISHER BUILDING ENVELOPE / LOT 5 ` / 190,163 ft. / yo,:ey /� (SEE PLAT NOTE 7) (SEE NOTE THIS SHEET) Yo 66 0K / Y p �gp1 / I N-, �` / �' \ � °Ores '. 1 �� (TYP.) ,' 10.0' IRRIGATION sq. �, _ - - ` /EASEMENT CENTERED Z\ 4.366 acres / I OVER EXISTING _ / I RRIITHGAT OH DILOTCH �� - \ ✓ I LOT 3 gZ�G i i , \\ ` `` ;` \�; CENTERLINE 25.0' �,234.700 sq. ft. I 1/ (SEE PLAT NOTE 7) 1 5.388 acres \ I \ ` ... PRIVATE ACCESS & �� UTILITY EASEMENT I I - - - - I TRACT B ,� \ �� FOR LOT 8 593,215 sq.ft. - - -� 1`2,269,848 TRACT F aC 2, 269, 848 sq.ft. 13.618 acres r \ •��' \� 52.109 acres LOT 9 - 194,419 sq. ft. 1 EADO 10.0' IRRIGATION EASEMENT CENTERED OVER V 4.463 acres ` EXISTING IRRIGATION DITCH THROUGH LOT 2 E�- (SEE PLAT NOTE 7)UTILITY CL )1,..,_ GR \ \ ", / �/- - 1^ ti - - EXISTING OVERHEAD LINES \ 60' R.O.W FOR ROADWAY �` , I LOT 8 \ �' 19 sq.ft.I , LOT >0 I "�� 194,292 sq.ft. TRACT E LOT 2 •` 6,970,941 a 60' R.O.W FOR ROADWAY RECEPTION #281480 -- I 4.396 acres 4.460 acres BUILDINe 13 sq.ft. �ENVELO� 1`926,229 RECEPTION #556556 R.O.W FOR STOCK WATERING PURPOSES O sq.ft. 160.031 acres J785 ! BOOK 61 PAGE 553 RECEPTION #29681 (TYP.) acres b I I V BOOK 346 PAGE 42 RECEPTION #219711 - - - 4::z, - - _ e W 10.0' IRRIGATION EASEMENT CENTERED OVER EXISTING IRRIGATION DITCH 60' ACCESS EASEMENT RECEPTION #452173 LOT » 278,608 sq.ft. I 6.396 acres THROUGH LOT 1 (SEE PLAT NOTE 7) PER ORIGINAL PLAT RANCH COMPOUND BUILDING ENVELOPE NOTE: LOT AREA TABLE (UNITS ARE IN ACRES) TOTAL BUILDING LAND USE DESCRIPTION AREA ENVELOPE LOT 1 RESIDENTIAL 9.637 1.419 LOT 2 RESIDENTIAL 9.785 1.958""' N / / ``. N / / BUILDIN G / / _ENVELOPE < �(TYP.)111�V/ THI/,' A„ C T �-AfCOLmEC TIi' Tom-GARFIELD lyl 1 1/��J 1[•1� THE RANCH COMPOUND BUILDING EASEMENT SHOWN HEREON IS WITHIN THE CONSERVATION EASEMENT AREA GRANTED TO THE ASPEN VALLEY LAND TRUST BY INSTRUMENT RECORDED IN THE COUNTY RECORDED ON THE 9TH DAY OF JUNE, 2004, IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE IN LOT 3 RESIDENTIAL 5.388 1.894 LOT 4 RESIDENTIAL 4.407 1.859 LOT 5 RESIDENTIAL 4.366 2.033 LOT 6 RESIDENTIAL 4.909 1.903 LOT 7 RESIDENTIAL 4.673 1.942 LOT 8 RESIDENTIAL 4.396 2.006 LOT 9RESIDENTIAL 4.463 21900 LOT 10 RESIDENTIAL 4.460 . LOT 11 RESIDENTIAL 6.396 2.565 LOT 12 RESIDENTIAL 7.794 1.564 LOT 13 RESIDENTIAL 6.761 2.436 LOT 14 RESIDENTIAL 5.362 2.789 ••••.BOOK / ""'••••.••. 07' 12 / LOT 13 , 20 0 736 499 net sq. f t. 339,525 294,491 sq.ft. , , 7.794 acres 6.761 acres / 76.015 t \ net acres \ \ \ / / 233,589 14 sq.ft. LOT \ \ \ / / 5.362 acres / / \ - - -/ 1595 AT PAGE 181, AS RECEPTION NO. 653777. IN ACCORDANCE WITH THE DEVELOPMENT APPROVALS ISSUED BY GARFIELD COUNTY FOR THE RANCH AT COULTER CREEK, THE RANCH COMPOUND BUILDING EASEMENT IS THE ONLY AREA WITHIN THE CONSERVATION EASEMENT AREA WHERE RANCH STRUCTURES AND OTHER AMENITIES MAY BE CONSTRUCTED. ALL OTHER USES PERMITTED BY THE CONSERVATION EASEMENT MAY OCCUR ANYWHERE WITHIN THE CONSERVATION EASEMENT AREA. LOT 15 RESIDENTIAL 6.893 2.168 • /---\ LOT 16 RESIDENTIAL 11.442 1.414 _ - - - COULTER LANE LOT 17 RESIDENTIAL 7.998 1.479 LOT 18 RESIDENTIAL 5.588 1.640 \ y ROW COULTER �� LOT 19 RESIDENTIAL 6.425 1.973 \ 788, 625 sq. ft. r - - - NOTE: LOT 20 RESIDENTIAL 5.916 1.841 VIEWSETBACKSHED LINE \ \ 18.104 acres g� \ / _ - ' I -1 I I ALL MATTERS INCLUDING LAND USE, RIGHT-OF-WAYS, LOTS, LOT 21 RESIDENTIAL 5.272 2.073 LOT 22 RESIDENTIAL 4.143 1.754 \ / CRL' �� / "'"` I _ LOT 25 1 - LOT 24EASEMENTS -\ I 215,599 sq.ft. I LOT 261 244,352 sq.ft�. ARE ALL PER THE FINAL PLAT OF THE RANCH AT COULTER CREEK P.U.D. RECORDED JUNE 9, 2004 AS RECEPTION LOT 23 RESIDENTIAL 4.886 2.212 LANDSLIDE LOT 24 RESIDENTIAL 5.293 2.184 •.... LOT 75 \ / RIDGE I 230,582 sq.ft./ I 4.949 acres I 15.610 acres NUMBER 653768 AND NOT MODIFIED BY THIS 1ST AMENDMENT LOT 25 RESIDENTIAL 4.949 1.860 BOUNDARY �g0,259 LOT 26 RESIDENTIAL 5.610 1.996 sq.ft` \' / / / ""` 6.893res / / / I 5.293 acres/ I LOT 23 ` - - - - 212,813 ` \ I EXCEPT FOR REMOVING THE ORIGINAL PLAT NOTE 6. SUBTOTAL 156.451 50.895 I sq.ft. I - J BUILDING ENVELOPE \ / / 4.886 acres \ BUILDING ROW AREA TABLE (UNITS ARE IN ACRES)` GARFIELD COUNTY DEDICATED C.R. 115 RIGHT-OF-WAY (TYPE 16 1 498,413 �q.ft. i b i I 1 - - - - J `- - -/ ENVELOPE LAND USE DESCRIPTION AREAL ROW 115 GARFIELD RIGHT-OF-WAY 0.226 ROW 115 GARFIELD RIGHT-OF-WAY 2.734 ROW 115 GARFIELD RIGHT-OF-WAY 0.043 NTOTA 11.44 acres \ \ 1 L,381 17 tl - - i TRACT D 2,608,106 sq.ft. 59.874 acres SUBTOTAL 3.003 ROW AREA TABLE (UNITS ARE IN ACRES) THE RANCH AT COULTER CREEK P.U.D. RIGHT-OF-WAY ROW COUTLER RIGHT-OF-WAY 18.104 348, 381.. ft. 7.998 acr- ROW TOTAL 21.107EVAPORIATE \ �Rivz, DEFORMATION FAULT LIN S',4DDL TRACT AREA TABLE (UNITS ARE IN ACRES) � TOTAL LAND USE DESCRIPTION AREA T 4 TRACT A PRIVATE OPEN SPACE 2.047 SH 5 \ \ 22908 <1 ' TRACT B PRIVATE OPEN SPACE 13.618 .� SHEET 10 \ ci \5.272 8 s9• ft. EXCLUSIVE b. acres TRACT C PRIVATE OPEN SPACE 7.837 \ I TRACT D PRIVATE OPEN SPACE 59.874 TRACT E PRIVATE OPEN SPACE 160.031 TRACT F PRIVATE OPEN SPACE 52.109 r FIRE DISTRICT ANTENNAE SITE EASEMENT d ,N \ BUILDING \ I I LOT 22 TRACT G PRIVATE OPEN SPACE 5.212 NVELOPE v 1180,458 sq. ft' SUBTOTAL 301.489 S , ET 6 EXCLUSIVE ACCESS & UTIILTY EASEMENT FOR THE BENEFIT OF ._ ' ,,.....• (TYP.) 4.143 acres ! \ I j.�C, ZONING TOTALS TABLE (UNITS IN ACRES) TOTALR � H THE FIRE DISTRICT \ - - - ��L Q \ EVAPORIATE LAND USE AREA 7 EVAPORIATE\�\ CP \ w-� \ LOTS 156.451HE DEFORMATION \ \\\ 9 FAULT LINE ROW 21.107 OPEN SPACE 301.489 SHEET 8 FAULT LINE 1 20 \\\ 0 \TOTAL ...\ \\\ 1OT 479.047 \ 2 7,699 COULTER CREEK 479.048 CENTERLINE \ sq.ft. \ 916 acres / \ \ Illiiiiiiik 25.0' PRIVATE ACCESS \ \ & UTILITY EASEMENT ! \ FOR LOT 19 \ \ -LOT '" 9\ / 279,881 sr., ft. \ / 'ACT 6.425 acres \ SHEET MAP / 3» 401 sq. v 7.. 7 acre- SOPRIS EISGRAPHIC GIS EERIE G - LLC 300 0 150 300 SCALE 600 1200 CIVIL CONSULTANTS ( IN FEET ) 502 MAIN STREET, SUITE A3 1 inch = 300 ft. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL CARBONDALE, COLORADO 81623 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION 704_03q1 1 q BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN (970)i YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. sb 15210 2016-04-18 M:\3500dwgs\15210\1ST AMEND PLAT \15210-1 st_amend_plat.dwg 1ST AMENDMENT OF FINAL PLAT OF: S 89'37'39" E 1758.01' _.;_.n LC6E b TCF1 „ �A -� .. r r-1 4 r 1 .. ) .. _ 7 .. 7 ) 4 .. LL6D G o� COUNTY ROAD #115 RIGHT-OF-WAY ^.0C, A \ Cr C,. -Ii_., . ._ 0 \__[ _i 0 , 0 SEE DETAIL BELOW `�, 110 �� G� 0 LOCATED I� A PORTION 1 0L/ Q G, �h '°T ti 697094 . & S �6q� N� 160.031 acres `2 y �G�P r fr!' 11 r `� OF SECTIONS & TOW H,CTION 1, TOW\ SHIP 7 SOUTH, COUNTY OF GARFIEL,D, SHEET 4 OF 10/DETAIL LOTS SHIP 7 SOL RANGE 88 WEST STATE OF COLORADO 1-4/TRACTS A, B, H) MANGE 87 WEST OF THE 6'-'H P.M. OF THE 6TH P.M. & C ,, �� N 90°00'00" E -I I Cis ,1 5Q i� ' �I O co 461.13' v.T IIi.---iR7° S 86°33'15" E js - _ �g m / �- 134.35' _ -\ ,.C` �O. s J / \A7. fps \�s' 0 Cnp o / 0, 75.00' EASEMENT CURVE TABLE �h/ F \ CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA N ° jo EC3A 126.43' 400.00' 63.75' 125.90' S 09°03'17" E 18°06'34" �6 / \ / EC3B 131.73' 135.00' 71.64' 126.56' S 46°03'47" E 55°54'24" / E030 114.29' 135.00' 60.82' 110.91' N 49°45'47" W 48°30'23" A E1•• / EC3D 111.48' 300.00' 56.39' 110.84' N 14°51'50" W 21°17'30" / Q5 / 25.00' EC3E 227.59' 140.00' 147.89' 203.34' N 42°21'08" E 93°08'27" EASEMENT LINE TABLE ( 0 ate oo / 06 0 0 EC3F 134.16' 95.00' 81.01' 123.29' S 48°27'56" W 80°54'51" LINE LENGTH BEARING g1, 01 �`c/ w I 1 �` EC3G 98.81' 125.00' 52.15' 96.26' N 30°39'17" E 45°17'33" EL3A 61.53' S 12°26'53" W / - 25.00' v �, / EC3H 99.82' 140.00' 52.14' 97.72' S 32°52'28" W 40°51'11" �� N 90°00'00" E \ 73 Q "8 1 M / 96 -�� 485.00' , 10 �� / /'� "•� v Z1 \ z' LOT LINE CURVE TABLE LOT LINE TABLE h� ��`'/ S N so°oo'oo" E 300.00' ' CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA LINE LENGTH BEARING �*9' o I c,/ 1 LC1A 334.56' 1495.00' 167.98' 333.86' N 71°08'27" W 12°49'19" LL1A 42.24' S 77°33'07" E h0 ti TRACT E 'yti \,'° / - 25.00' LC1B 610.33' 555.00' 340.16' 580.04' S 46°02'53" E 63°00'28" LL1B 40.46 S 14°32'39" E 6,970,941 s ft. ��• / q' bl 0 LC1C 140.66' 375.00' 71.16' 139.83' S 03°47'56" E 21°29'26" LL1C 150.00'N 04°13'05" W o\ 160.031 acres s S-. 10.0' IRRIGATION EASEMENT 0 of LC2A 444.41' 525.00' 236.50' 431.26' N 17°18'14" W 48°30'03" LL2A 65.89' N 06°56'47" E o\ 4 / g0 � „ CENTERED OVER EXISTING � � ` IRRIGATION DITCH I " NI LC2B 122.48' 387.50' 61.75' 121.97' S 09°03'17" E 18°06'34" LL2B 96.66 > S 04°13 05' E \ Ix" ;cam THROUGH LOT 3LL4A 25.00' L LOT 3 LC2C 119.53' 122.50' 65.01' 114.84' S 46°03'47" E 55°54'24" 40.00' N 41°33'15" W \7.7',a� �� \1 IN (SEE PLAT NOTE 8) LL4B 234,700 sq. ft. w� LC2D 124.87' 147.50' 66.45' 121.18' N 49°45'47" W 48°30'23" 76.44' N 05°28'37" E `` I w :": ��� I,,, 5.388 acres of LC2E 116.13' 312.50' 58.74' 115.46' N 14°51'50" W 21°17'30" LL9A 88.80' N 41 °33'15 W n o :. \kI\ 8 o O LC4A 389.90' 475.00' 206.69' 379.05' S 18°02'19" E 47°01'52" LL9B 50.37' S 89°46'49" E o ,� \�� S `I o of o LC4B 48.73' 125.00' 24.68' 48.42' S 16°38'43" W 22°20'13" LL1OA 50.37' S 89°46'49" E �h \'� Rte. �Lq) / 1 I o N1 o d- LC5A 287.52' 525.00' 147.46' 283.94' S 19°42'44" E 31°22'41" LL11A 65.89' N 06°56'47" E s\`ry `ass �� I z v-) LC6D 79.94' 50.00' 51.42' 71.70' N 78°22'45" W 91°36'28" LL11B 40.46' N 14°32'39" W h00 ,�� ti5 ``% I s s. 1 LC6E 31.26' 175.00' 15.67' 31.22' S 68°37'20" E 10°14'04" LL13A 42.24 N 77°33'07" W `�s\s: `�\-D� N so°oo'00 W 300.00' LC6F 31.92' 50.00' 16.53' 31.38' N 31°51'41" E 36°34'43" , F\� �s p<°6y. LC11A 159.41' 425.00' 80.65' 158.48' S 03°47'56" E 21°29'26" \0ti S)3>? Gy LC11B 190.07' 605.00' 95.82' 189.29' S 23°32'39" E 18°00'00" \\ LC12A 348.45' 605.00' 179.21' 343.66' S 49°02'39" E 33°00'00" L s6 �\? / " LC13A 126.79' 605.00' 63.63' 126.56' S 71°32'53" E 12°00'28" R.O.W. LINE TABLE ,. .6s\9'LC13B LINE LENGTH BEARING o mos 277.42' 1445.00' 139.14' 276.99' N 72°03'07" W 11°00'00" \�� \\ RL1 14.32' S 13°34'19" W d 'o N 90°00'00" E 200.00' RL2 68.72' S 60°52'49" E y \��' ` 39.73' - 160.27' RL3 59.99' S 34°41'52" W \"P \I I R.O.W. CURVE TABLE 65.89' S 06°56'47" W ,.�7 d ` 1 CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA RL5 40.46' S 14°32'39" E i IRRIGATION EASEMENT \\ N """ RC1 47.88' 75.00' 24.79' 47.07' N 31°51'41" E 36°34'43" RL6 42.24' S 77°33'07" E \10.0' \ I " CENTERED OVER EXISTING a, IRRIGATION DITCHTHROUGH RC2 116.96' 150.00' 61.63' 114.02' S 27°48'49" W 44°40'25" LOT 2TRACT E'6,970,941 RC2A55.06' 150.00' 27.84'54.75' S 39°38'06" W21°01'51" )))(SEE PLAT NOTE 8) sq. ft. RC2B 61.90' 150.00' 31.40' 61.46' S 17°17'54" W 23°38'34" 11 ° �� \ 160.031 acres � RC7 410.42' 500.00' 217.57' 399.00' S 18°02'19" E 47°01'52" TRACT LINE TABLE L RC8 222.17' 300.00' 116.46' 217.13' N 69°00'15" E 42°25'53" LINE LENGTH BEARING \ - • o -`" ��Dc RC9 423.25 500.00 225.24 410.72 S 17°18 14 E 48°30 03 TLA1 13.73 „ S 13°3419 W - _ = ' I � _ _-� -� - - `'�. RC10 150.03' 400.00' 75.91' 149.15' S 03°47'56" E 21 °29'26" TLA2 45.51' N 60°52'49" W �' // _ -� - /C RC11 637.82' 580.00' 355.48' 606.17' S 46°02'53" E 63°00'28" TLA3 74.98' N 81°33'56" W �•�` o N 89°54'19" E 352.57' �, O TLA4 67.65' S 89°37'39" E N` \ TLB1 76.44' S 05°28'37" W S 41°02'52" E 71.99' CURVE TABLE TLB2 45.51' S 60°52'49" E \ �� CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA TLC1 233.02' S 41°33'15" E S 33°10'20" E i " 46.23' \ TCA1 31.92' 50.00' 16.53' 31.38' N 31 °51'41 E 36°34'43" TLC2 92.36' N 87°25'29" E LOT 2 TCA2 39.15' 175.00' 19.66' 39.07' S 43°44'30" W 12°49'04" TLF1 18.60' N 13°34'19" E �� 426,229 sq. ft."" N TCA3 81.23' 225.00' 41.06' 80.79' N 71°13'22" W 20°41'06" % 9.785 acres 30.00' °, \ A *(50-3. TCA4 31.26' 175.00' 15.67' 31.22' S 68°37'20" E 10°14'04" "'�, • • \ TCB1 47.13' 175.00' 23.71' 46.98' S 13°11'30" W 15°25'46" \% `� TLB2 87.05' 525.00' 43.62' 86.95' S 00°43'37" W 9°30'00" S 24°35'11" E 11 %TCF1 50.73' 77.90' 175.00' 39.61' 77.26' N 77°00'10" E 25°30'21" II50.00' - \ \ TCF2 63.84' 100.00' 33.05' 62.76' N 31°51'41" E 36°34'43" Q N 89°54'19" E 384.67' 1� I ' - r., TCF3 48.73'125.00'24.68'48.42'S 38°58'56"W 22°20'13 J 0 _ �I J N 81°34'35" E -- i J 345.17' II N 89°54'19" E I ao ill 784'94 BUILDING I \ COUNTY ROAD 115 CURVE TABLE \ENVELOPE , \I1\ CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA S (TYP.) 1 _z) r \576° ii CRC1 159.57' 175.00' 85.82' 154.10' S 89°37'39" E 52°14'41" 0 ND0�7 I I I F_ 06,„ CRC1A 25.03' 175.00' 12.54' 25.01' S 77°50'13" E 8°11'40" D 6' i 0 ' CRC1 B 25.38' 175.00' 12.71' 25.36' S 86°05'21" E 8°18'37" \ 27,21; 11 \-N�2A5.0° N I u X) O 1 1t N 1 ' \ O1 II CS W 1 0� .1/, 11 m0 oI I 10.0' IRRIGATION EASEMENT ' 1 CENTERED OVER EXISTING Z III IRRIGATION DITCH 1- IO n' LOT 1q THROUGH LOT 1 lN0 (SEE PLAT NOTE 8) j.� %% DETAIL "IT 4 419,786 sq. II 5 coo , clic) SH 9.637 acres : .............._......-.��� ..-- SHEET 10 II ��-� P \ s li CENTERLINE S . ET 6 wl .0' PRIVATE ACCESS ti is „ ':.: \Ru, UTILITY TYEASEMENTopo °``"",, �09�� �1 \\ &FORLLOTS 2 & 3 o o 0 ROW 115 1,856 sq. ft. - \ 0043 acres / 1! A•. 4 l' v) ,. S 87°57'00" W __I I17 L S E I 89°37'39" S 89°37'39" E 154.10' 89°37'39" S E ' HE' T 7 ----------. :"a 136.52' f ;` \ , _-1 SHEET 9 ,;A�,`'m �� ; 67.65' LC 1758.01' Tr r ' SHEET 8J j Al I lirdWd II I J A -, SCALE N. "GRAPHIC -,y- � ` ` p� °°° TRACT E ' 0 50 100 200 400 I 11 �7�°f 6,970,941 sq. ft. 160.031 i acres R v� ( IN FEET ) �.. L14 / 1 inch = ft. 0ti ...................p�RL6 111 \ / 0 SHEET MAP LO734 -0- LCA SCALE 1" = 50' SOPRIS ENGINEERING - LLC LL13q= \ Lc�3e �`�?TL �6.,�o��1r NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DETECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBOND(AyLE, COLORADO 81623 9� \� (0) '704-0311 sb 15210 2016-04-18 M:\3500dwgs\15210\1ST AMEND PLAT \15210-1 st_amend_plat.dwg 1ST AMENDMENT OF FINAL PLAT OF: A :IANCTH. w. C 0 [J ir. w♦ �s _4 �1 CAl - \M w•_ \,0 1s -41 ,.. _.,. ._ 0 J 0 ws 0 LOCATED I\ A PORTIOX OF SECTION, S 6 & 7, TOW\ SHIP 7 SOL H) -,ANGE 87 WEST OF THE 6 H P.M. & S H CTION 1, TOW\ SHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE SHEET 5 OF 10/DETAIL LOTS 5-10/TRACTS OF COLORADO A, B, & C H 0 0 / \ .(%) N89°59'37" E 1327.73' , - _ --60.00' � S 89°37'39" E 5011.37' • aN 89°59'37" E 200.00' - N 89°59'37" E 1127.73' LL6C _' ,, // r S 8 \� / 89°37'39" E 1758.01' LC6E ' ' COT I- �� �u \ / ,, LL6D C, 01.- � COUNTY ROAD #115 ,G ° �i` RIGHT-OF-WAY \ \ / � SEE DETAIL BELOW S 89°37'39" E 1758.01' \ / • • LC6A �G 107.98' _ 111 p,,/ , \ / 6 \ /1= ti TRACT ���� \ R�,4.....................................�N 813.956" E / w 5 \'\'`6,970,941COUNTY \ \ �,....... • 107, 9 -© ................ 'C3 • !!6� �O �' S 1 0 160.031 O 6 /j sq. ft. acres ROAD 115 CURVE TABLE 213, s t. / 0E `-'re \ q A / TCB4 _ P.� 1� ,.. 107.88 L03 CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA - - TC6 ' �G \�� -> \ 4.909 acres / Er 5 CRC1 159.57' 175.00' 85.82' 154.10' S 89°37'39" E 52°14'41 " -' 9= / 03 Cl/ 235. \ 1 ' F T&2 CRC1A 25.03' 175.00' 12.54' 25.01' S 77°50'13" E 8°11'40" 0 '� `G 235 ER/ LOT 7 \ CENTERED OVER EXISTINGT CRC1B / " 25.38'175.00' 12.71' 25.36' S 86°05'21" E 8°18'37" 203,557 sq. ft. \ \ F1j�5 p� IRRIGATION DITCH m 4.673 acres / 25 35• THROUGH LOT 6 ~ m 6 S 62 2 0o \ \ d L J I / 5 p' (SEE PLAT NOTE 8) \ G ..• "EASEMENT ° J 0 CURVE TABLE 00 \ " ,' I \ / TRACT A m DETAIL CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA 0o \ ca0 g� ' 0 -`�'�� m EC8A 15.04' 47.50' 7.58' 14.98' S 52°38'17" W 18°08'29" I \_ _ �` , 89,168 sq. ft. - ,� c1/ P 2.047 acres o�t CO \ ' EC8B 16.13' 97.50' 8.08' 16.11' S 38°49'39" W 9°28'46" LC60 6G of �h m cn4 �� \ ECSC 440.60' 322.50' 262.45' 407.13' S 05°03'05" E 78°16'41" 92.36' ., 7:34,58 '• = / / EC8D 39.91' 97.50' 20.24' 39.63' S 55°54'58" E 23°27'04" Z / / ^P C.) •G6... ,, o-- S 87°25'29" W �................ 135.66' E _ 547 56 co Mpg / _ m ~ \ \ s / / ROW 9>5 / „ L� \ 1,856 sq. ft. o' LOT LINE CURVE TABLE 00 •. .� TLC2 �� / _ BUILDING '1 ' i� _ 0.043 acres CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA o 1-' , '' TCC2 z ENVELOPE ti �; / - - LC2A 444.41' 525.00' 236.50' 431.26' N 17°18'14" W 48°30'03" Co _ (TYP.) R50.00 �° S 89°37 39 E = S 89°37'39" E 154.10' S 89°37'39" E LC4A 389.90' 475.00' 206.69' 379.05' S 18°02'19" E 47°01'52" Co p� ,' ` ( / , .z.• , / 93 Y 67.65 Cse '` / / 1758.01' 1 LC4B 48.73' 125.00' 24.68' 48.42' S 16°38'43" W 22°20'13" / �° CRC1 AGF LC5A ' A CRC1 1 287.52' 525.00' 147.46' 283.94' S 19°42'44" E 31°22'41" ` / �� LOT 5 I _ - B J LC5B 115.03' 125.00' 61.95' 111.02' N 61°03'41" E 52°43'37" o ��p , / ; ` 190,163 sq. ft. �o�` {per LC6A 141.38' 225.00' 73.11' 139.07' S 80°26'00" W 36°00'08" o , 4.366 acres // �.� ' ° LC6B 60.51' 125.00' 30.86' 59.92' S 48°33'54" W 27°44'04" �� \ I c-57 r ��;.' 6,970,941 sq. ft. 160.031 acres LC6C 69.02' 75.00' 37.17' 66.61' N 61°03'41" E 52°43'37" ,, 'l' I �`� LC6D 79.94' 50.00' 51.42' 71.70' N 78°22'45" W 91°36'28" .., 10.0' IRRIGATION EASEMENT 6Q, ;, !!! CENTERED OVER EXISTING • , �� LC6E 31.26' 175.00' 15.67' 31.22' S 68°37'20" E 10°14'04" I IRRIGATION DITCH 9),3•• �, \ :' / LC6F 31.92' 50.00' 16.53' 31.38' N 31°51'41" E 36°34'43" �� THROUGH LOT 5 = _ 1110ti / LC6G 39.15' 175.00' 19.66' 39.07' S 43°44'30" W 12°49'04" _ (SEE PLAT NOTE 8) - �� v''': SCALE 1" = 50' LG6H 81.23' 225.00' 41.06' 80.79' N 71°13'22" W 20°41'06" / N 90°00'00" W LC7A 61.23' 50.00' 35.12' 57.47' S 20°44'09" W 70°09'45" �� °J 415.33' .�0� � LC7B 19.00' 60.00' 9.58' 18.92' S 52°38'17" W 18°08'29" � ' ' v " LC7C 18.20' 110.00' 9.12' 18.18' S 38°49'39" W 9°28'46" ;' " � LC7D 109.04' 335.00' 55.00' 108.56' S 24°45'48" W 18°38'56" • �' S' \ LC9A 178.92' 275.00' 92.76' 175.78' N 71°34'51" E 3716'40" �� 1 LC9B 156.64' 50.00' INFINITE' 100.00' S 60°28'23" W 179°29'35" s\ �- LL7C ° ,���� ,� LC1OA 392.83' 475.00' 208.43' 381.73' N 16°44'44" W 47°23'02" \ ��, < F LC1OB 105.16' 50.00' 87.49' 86.82' S 89°31'37" E 120°30'25" CENTERLINE �� `•-.�,� LC10C 215.29' 325.00' 111.76' 211.38' N 71°14'33" E 37°57'17" � 25.0' PRIVATE ACCESS TRACT B S 8921'15" E <,\<`‘ .6s UTILITY EASEMENT 593,215 sq. ft. 350.00' S \ 1.--,& FOR LOT 8 13.618 acres 7S22 F L ;j R.O.W. CURVE TABLE Lu G!O6' ', : S 8921'15" E •, CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA ZV 6 -0 \ 375.00' `s'\ RC1 47.88' 75.00' 24.79' 47.07' N 31°51'41" E 36°34'43" _ z co o ��os o I \''..:.) .Q \ RC2 116.96' 150.00' 61.63' 114.02' S 27°48'49" W 44°40'25" ', oiri <<� \( RC2A 55.06' 150.00' 27.84' 54.75' S 39°38'06" W 21°01'51" o o 0o I \ `' RC2B 61.90' 150.00' 31.40' 61.46' S 17°17'54" W 23°38'34" Z _ \ ` I R50.00' ' ;..��� RC3 72.20' 200.00' 36.50' 71.81' S 7113'22" E 20°41'06" I LOT 9 I gB 9P "' o'``'•; RC4 125.67' 200.00' 64.99' 123.61' S 80°26'00" W 36°00'08" ° 194.419 sq. ft. �. �G .................... 1 LL9BRC5 4.463 48.41' 100.00' 24.69' 47.93' S 48°33'54" W 27°44'04" acres © RGB......."...................... E 1 RC6 92.03' 100.00' 49.56' 88.81' S 61°03'41" W 52°43'37" �� 15'12" N 89°46'49" W M'ADQ..."' o- _° ..................CIRCLE RC7 410.42' 500.00' 217.57' 399.00' S 18°02'19" E 47°01'52" 3 g1 J 93.68' . 32 :. _ LC10G RC8 222.17' 300.00' 116"46' 217.13' N 69°00'15" E 42°25'53" B\ / / LL10A RC9 423.25' 500.00' 225.24' 410.72' S 17°18'14" E 48°30'03" se <"6" / , E ! Ci 0B RC10 150.03' 400.00' 75.91' 149.15' S 03°47'56" E 21°29'26" Vul % •, \ 96 •• F / ,�6 / 2 2 / / 1 ,, 6° 5 9 N ` ` \ / N / / 9 TRACT CURVE TABLE ` / BUILDING o CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA LOT B / ENVELOPE D / LOT 10 (TYP.) TCB1 47.13' 175.00' 23.71' 46.98' S 13°11'30" W 15°25'46" Lu 191,500 sq. ft. 4.396 1 f 194,292 sq. ft. I TCB2 87.05' 525.00' 43.62' 86.95' S 00°43'37" W 9°30'00" acres in 4.460 acres TCB3 36.30' 75.00' 18.52' 35.95' S 48°33'54" W 27°44'04" c I o TCB4 109.96' 175.00' 56.86' 108.16' S 80°26'00" W 36°00'08" o I I co o I 1 TCB5 63.18' 175.00' 31.94' 62.84' N 71°13'22" W 20°41'06" z I o I I TCC1 56.38' 525.00' 28.22' 56.35' S 38°28'40" E 6°09'11" m TCC2 120.63' 50.00' 131.04' 93.43' S 83°27'37" E 138°13'47" N 8921'15" W 319.81' - - I TCF1 77.90' 175.00' 39.61' 77.26' N 77°00'10" E 25°30'21" Ak N 8921'15" W 740.00' ��- N 89°21'15" W 286.64' - TCF2 63.84' 100.00' 33.05' 62.76' N 31°51'41" E 36°34'43" N 89°21'15" W1346.64' z \ TCF3 48.73' 125.00' 24.68' 48.42' S 38°58'56" W 22°20'13" o 0 ., p 0 8 , 8 22 29 6 o N 78°22'29" 389.10 I' EASEMENT LINE TABLE TRACT LINE TABLE LINE LENGTH BEARING LINE LENGTH BEARING SHEET 10 EL8A LL1A 55.94' N 61°42'31" E 42.24' S 77°33'07" E EL8B 21.79' S 44°11'26" E LL1B 40.46' S 14°32'39" E LL1C 150.00' N 0413'05" W LL2A 65.89' N 06°56'47" E GRAPHIC SCALE R.O.W. LINE TABLE LL2B 96.66' S 04°13'05" E r TRACT LINE TABLEPP S. 6` LINE LENGTH BEARING LL4A 40.00' N 41°33'15" W 100 0 50 100 200 400 LINE LENGTH BEARING RL1 14.32' S 13°34'19" WTLB1 LL4B 76.44' N 05°28'37" E 76.44' S 05°28'37" W RL2 68.72' S 60°52'49" E LL5A 59.99' S 34°41'52" W TLB2 45.51' S 60°52'49" E RL3 59.99' S 34°41'52" W LL6A 45.51' N 60°52'49" W ( IN FEET ) :HE' T 7 TLC1 23336' S 41°25'15" E SHEET 9 RL4 65.89' S 06°56'47" W LL6B 59.99' N 34°41'52" E 1 inch = 100 ft. TLC2 92.36' N 87°25'29" E SHEET 8 LL6C 67.65' S 89°37'39" E TLF1 18.60' N 13°34'19" E LL6D 13.73' S 13°34'19" W SOPRIS ENGINEERING - LLC LL7A 57.41' S 61°42'31" W LL7B 108.44' S 34°05'16" W LL7C 73.85' S 89°42'12" W CIVIL CONSULTANTS LL9A 88.80' N 41°33'15" w 502 MAIN STREET, SUITE A3 NOTICE, ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL LL9B 50.37' S 89°46'49" E CARBONDALE, COLORADO 81623 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS LL1OA 50.37' S 89°46'49" E (970) 704-0311 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN SHEET M A P YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. sb 15210 2016-04-18 M:\3500dwgs\15210\1ST AMEND PLAT \15210-1 st_amend_plat.dwg 1ST AMENDMENT OF FINAL PLAT OF: [ - - ..' A \ C A a. /0 J 7_1 .. 1 -\\,) Cwr \ -,1 , 1 _.,. 0 L J CJ .. Ci LOCATED I\ A PORTIOX & S OF SECTION, S 6 & 7, TOW\ SHIP 7 SOL H CTION 1, TOW\ SHIP 7 SOUTH, RANGE 88 WEST COUNTY OF GARFIETID, STATE OF COLORADO SHEET 6 OF 10/DETAIL LOTS 11-14 H) -,ANGE 87 WEST OF THE 6 OF THE 6TH P.M. H P.M. BUILDING ENVELOPE LINE TABLE \\\ LINE LENGTH BEARING \ 0 BL11 A 34.50' N 14°32'39" W \<> ,� , N 90°00'00" E 200.00' C R- BL13A 42.24' N 77°33'07" W y \\ 39. 160.27' R50.00' •3 �0 ° I d I LOT LINE TABLE t �9g LOP '•:: r / 10.0' IRRIGATION EASEMENT LINE LENGTH BEARING C) lI N ` LL9B _ RGS 0 " CENTERED OVER EXISTING 1 m LL1A 42.24' S 77°33'07" E 25.00' N 89°46'49" W MEADOW \ IRRIGATION DITCH \ LL1B 40.46' S 14°32'39" E (SIF 1c� 93.68' -9-- CIRCLE �� THROUGH LOT 2 \ TRACT E LL1C 150.00' N 04°13'05" W 100 _ L� �,� (SEE PLAT NOTE 8) \ 06,970,941 sq. ft. r, LL2A 65.89' N 06°56'47" E 0`l LL10A 160.031 acres o°/ Ili_ LL2B 96.66' S 04°13'05" E % >5.00' G C10B LL9A 88.80' N 41°33'15" W -5i • �� / - _ - `_ . �� LL9B 50.37' S 89°46'49" E _ _ 60/ 60 29 g-5(j S 89°21'15" E 269.55' - 2 / �� n /I' LL10A 50.37' S 89°46'49" E / / , `�LL11A �c� 65.89' N 06°56'47" E o BUILDING /.p5�6 0l ENVELOPE o N 89°54'19" E 352.57' ""`,`"N O LL11B 40.46' N 14°32'39" W S 41 °02'52" E /� 6° LOT 10 (TYP.) � LL13A 42.24' N 77°33'07" W r\ 194,292 sq. ft. � 71.99' ,, S 33°10'20" E 25.00' 4.460 acres o I ,4-\'•., its `i'1 O 46.23' U' LOT 2 R.O.W. LINE TABLE ,°n o� Si0 30.00' oo r .- \ 426,229 sq. ft. \ LINE LENGTH BEARING 0 o L �I `� �� N 30.00' �� N 9.785 acres , �' RL4 65.89' S 06°56'47" W ' \ N 89°21'15" w 425.00' 1 \\ o_N1 RL5 40.46' S 14°32'39" E --1"-- Imo- 25.00' 1. • -,/-- `� RL6 42.24' S 77°33'07" E N 8921'15" W 286.64' �. - 11 S 24°35'11" E . „ } z O - 50.73' - y7 0 50.00' p I N 89°54'19" E 384.67' 0 9 E Q a - 0 78°ZZ'2 E 1 � r- I I 0 N ZI N 8134" 389.10' 17, 1 BUILDING ENVELOPE CURVE TABLE ` I " - - - 345• I' N 89°54'19" E1 ;, CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA 1 784.94' I I \ BUILDING BC11A 152.71' 630.00' 76.73' 152.34' S 21°29'18" E 13°53'19" \ �I ENVELOPE i BC12A 304.43' 630.00' 155.25' 301.48' S 49°25'36" E 27°41'12" s ' (TYP.) 1 ' \Rs° BC13A 81.98' 630.00' 41.05' 81.92' S 73°49'27" E 7°27'21" r n n 0 Ii I I sn �0�� r BC13B 247.62' 1420.00' 124.12' 247.31' N 72°33'23" W 9°59'28" --o �s�' 1 C0 BC14A 420.88' 1420.00' 211.99' 419.34' N 56°02'35" W 16°58'56" \ •..---2A5.0....2,21/ E \ I 1 v)l �� / EASEMENT CURVE TABLE ., q-A E. oi 1 P CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA N 88°53'59" E 327.86'ccE�' r 1 ol� / ,� EC3A 126.43' 400.00' 63.75' 125.90' S 09°03'17" E 18°06'34" �0 , I 10.0' IRRIGATION EASEMENT 'v am EC3B 131.73' 135.00'71.64' 126.56' S 46°03'47" E 55°54'24 -►, 30.00' CENTERED OVER EXISTING„ ' IRRIGATION DITCH .' I: to EC3C 114.29' 135.00' 60.82' 110.91' N 49°45'47" W 48°30'23" Z THROUGH LOT 1 � `, / ` to ^' N LOT 1 EC3D 111.48' 300.00' 56.39' 110.84' N 14°51'50' W 21 °17'30 " �I 0 25.00' �°. w (SEE PLAT NOTE 8) % ; ' 419,786 sq. ft. EC3E 227 59 140 00 147 89 203 34 N 42°21 08 E 93°08 27 Z Ig .. 0 r 0.1c) 9.637 acres �il .._.._....._.._.._..._....- EC3F 134.16' 95.00' 81.01' 123.29' S 48°27'56" W 80°54'51" Z �:: :. , ��.�•� _„_... EC3G 98,81 125.00 52.15' 96.26' N 30°3917 E 45°17'33' LOT 11 I I� EC3H 99.82' 140.00' 52.14' 97.72' S 32°52'28" W 40°51'11" O O° p� O o 278,608 sq. ft. 1 II1' -' , IN 6.396 acres / CENTERLINE o c l ' . j- 25.0' PRIVATE ACCESS I0 50.00' ,� �� �\ •r & UTILITY EASEMENT o , I / �s9 ��•-.....'-..,„„,<.,::::......l FOR LOTS 2 & 3 0 0o R.O.W. CURVE TABLE '9/ �o•\ '�� b CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA oo°O/ y°/ / "`°°";, S 87°57 00" w J ! RC9 423.25' 500.00' 225.24' 410.72' S 17°18'14" E 48°30'03" \ / / �'7� 136.52 f% ;- \ RC10 150.03' 400.00' 75.91' 149.15' S 03°47'56" E 21°29'26" ` ' -=�� - -� \ss \ / RC11 637.82' 580.00' 355.48' 606.17' S 46°02'53" E 63°00'28" '. / RC12 1103.24' 1470.00' 579.06' 1077.53' S 56°03'06" E 43°00'03" \ t°/ / ��7 / \J,s, c,.."".,. �y `I / �� TRACT E 6,970,941 sq. ft. 160.031 N ""..,I N / /� ' "• / I acres LOT LINE CURVE TABLE \/ /to iCURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA / LOT 12 ""` C1q LC1A 334.56' 1495.00' 167.98' 333.86' N 71°08'27" W 12°49'19" cn � � � 25.00' 339,525 sq. ft............•...............................................••......SRC LC1B 610.33' 555.00' 340.16' 580.04' S 46°02'53" E 63°00'28" 6 o c \ 7.794 acres 25.00' / 4 LC1 C 140.66' 375.00' 71.16' 139.83' S 03°47'56" E 21°29'26" C734 C C� �� /// / LC2A 444.41' 525.00' 236.50' 431.26' N 17°18'14" W 48°30'03" �� �� �y2 0 /"""'e.........., CC73q LC2B 122.48' 387.50' 61.75' 121.97' S 09°03'17" E 18°06'34" k� D`• \R" °j/�" / A BL1 �" 34 LC2C 119.53' 122.50' 65.01' 114.84' S 46°03'47" E 55°54'24" C C739 \ - \� �/ ^� O /0 LC2D 124.87' 147.50' 66.45' 121.18' N 49°45'47" W 48°30'23" C' \4.7> / Dry NO @C/3e LC2E 116.13' 312.50' 58.74' 115.46' N 14°51'50" W 21°17'30" \ 0. N/ Ao / 4Iljp4' LC10A 392.83' 475.00' 208.43' 381.73' N 16°44'44" W 47°23'02" -/ � BUILDIENVELNG/ ��p��� LC1OB 105.16' 50.00' 87.49' 86.82' S 89°31'37" E 120°30'25" \ �/ A 25.00' �.D\ LC10C 215.29' 325.00' 111.76' 211.38' N 71°14'33" E 37°57'17" CAD(TYP.) 25.00' /N / / \ \ \ LC11A 159.41' 425.00' 80.65' 158.48' S 03°47'56" E 21°29'26" Z\Ds / \ \ LC11 B 190.07' 605.00' 95.82' 189.29' S 23°32'39" E 18°00'00" 50.00' LOT 13 / \ \ \ LC12A 348.45' 605.00' 179.21' 343.66' S 49°02'39" E 33°00'00" 01 \ 294,491 sq. ft. / / \ 'f'0 " \7� LC13A 126.79' 605.00' 63.63' 126.56' S 71°32'53" E 12°00'28" \ 6.761 acres O6/\ / 50.00' \ N. LC13B 277.42' 1445.00' 139.14' 276.99' N 72°03'07" W 11°00'00" \ h �`O/ c \ LC14A 807.06' 1445.00' 414.36' 796.61' N 50°33'06" W 32°00'03" \� % N \R8� / /2\:). �q \ N R6 / \ \ 0.‹. /SZ \ h"�/ 4t)/ O / 25.00'\ Aq \ \ Z 'N /4,;;;? /� � N \ 3\,29, 0 . N \ \ � dry \ / o 25.00' /°°1 LOT 14 \ o \ �/ N 233,589 sq. ft. / \ / , k, \ 2 5.362 acres/ \ \ / " T 4 SH 5 \ •.. SHEET 10 GRAPHIC SCALE �N'�� �,�,)' \// MOOtx 100 0 50 100 200 400 G4 / nj / \ tv CT'V\6 33 \ ( IN FEET ) c;, T4s 3, - / \ \N 89°39'56" W 203.41' L . \ 1 inch = 100 ft. - 83.60' _. -.41, - N 89°39'56" W 446.75' 593.22' -d z o \ �� _ S 87°21'19" w N 89°39'56" W�� s 87°21'19" W 250.00' 530.35' v Nto SHEET 9 I� 843.22 S 87°21'19" W 25.00' - o N 83°29'09" E SHEET 8 374.18 illibiSOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 SHEET MAP NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL CARBONDALE,((yCOLORADO 81623 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS (iJ (0) "704-0311 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. sb 15210 2016-04-18 M:\3500dwgs\15210\1ST AMEND PLAT \15210-1 st_amend_plat.dwg GRAPHIC SCALE 100 0 50 100 200 25.00' LOT 19 233,589 sq. ft. 5.362 acres 203.41' 1 -/ 25.00' - 400 ( IN FEET ) 1 inch = 100 ft. SOPRIS EIS GIX EERIX G - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DETECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. CAD O O c2 M l£ ZP.00 N 00 cn 0 0 M O O O LOCATED I N 83°29'09" E 374.18 N 83'29'09" E S 89°14'21" W 336.72' 25.00' 25.00' LOT >5 300,259 sq. ft. 6.893 acres 12) /\0 435.00' \ZANC A PORTIOX OF SECTIO 8c SH CTIOX 1, TOW COUN 50.00' XS 6 1ST AMENDMENT OF FINAL PLAT OF: SHIP TY OF COT JA 1 AA A 1 & 7, TOW\SHIP 7 7 SOUTH, RANGE GARFIELD, STATE SHEET 7 OF 10/DETAIL LOTS SOL H, MANGE 87 WEST OF THE 6 88 WEST OF THE 6TH P.M. OF COLORADO 15-17 SHEET MAP UTILITY ZONE CURVE TABLE UZC1 150.91 ' 885.00 75.39' 150.23 N 87°26 '35" E 9°44'16" UZC2 921.30 885.00 214.72 917.33 N 68°56 '11" E 27016 '31" TRACT E 6,970,941 sq. ft. 160.031 acres 6 125.00' BUILDING ENVELOPE (TYP.) S 89°14'21" W i LOT /6 498,413 sq. ft. 11.442 acres \ 3°4 \• 06. 25.00' 25.00' \'I' 50.00' TCF5 RC7 3 LC17A 25.00' 25.00' -►i LOT >7 348,381 sq. ft. 7.998 acres S 89°14'21" W 574.79' of 0 jI 1 o N o H .2I (I 0 0IU) \96 25.00' - - \9 ° R50.00' 1363.74' S ,...7 L021 S 00'36'59" 0 UZC1 S 8923'01" " E_ 150.00' TRACT C 341,401 sq. ft. 7.837 acres 156.3o' _ =78 74 _ 13 156 30-7- S S 89°14'21" W 156, 3p, 353.95' H P.M. TRACT F 2,269,848 sq. ft. 52.109 acres TRACT D 2,608,106 sq. ft. 59.874 acres S 89°52'34" E 100.00' 100.00' E BUILDING ENVELOPE CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA BC15A 279.54' 910.00' 140.88' 278.44' S 44°18'03" E 17°36'02" BC16A 213.65' 910.00' 107.32' 213.16' S 64°36'21" E 13°27'08" BC17A 135.12' 910.00' 67.68' 134.99' S 78°44'46" E 8°30'26" LOT LINE CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA LC14A 807.06' 1445.00' 414.36' 796.61' N 50°33'06" W 32°00'03" LC15A 339.82' 885.00' 172.03' 337.73' S 45°33'04" E 22°00'00" LC16A 254.86' 885.00' 128.32' 253.98' S 64°48'04" E 16°30'00" LC17A 175.99' 885.00' 88.29' 175.70' S 78°44'54" E 11°23'39" LC17B 115.08' 50.00' 111.95' 91.31' S 09°10'07" E 131°52'00" TRACT CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA TCD1 225.60' 225.00' 123.31' 216.27' S 49°30'44" E 57°26'58" TCD2 199.37' 150.00' 117.52' 185.02' N 40°09'36" W 76°09'14" TCE1 93.90' 50.00' 68.31' 80.69' N 09°17'35" W 107°35'45" TCE2 170.66' 175.00' 92.80' 163.98' S 50°17'59" E 55°52'27" TCE3 265.83' 200.00' 156.69' 246.69' N 40°09'36" W 76°09'14" TCE10 181.51' 260.00' 94.63' 177.85' N 70°07'26" E 40°00'00" TCE11 230.47' 260.00' 123.42' 222.99' S 64°28'57" E 50°47'14" TCE12 120.21' 335.00' 60.76' 119.56' N 65°28'14" E 20°33'34" TCE13 242.72' 680.00' 122.67' 241.44' S 65°31'28" W 20°27'05" TCE14 571.71' 885.00' 296.23' 561.82' N 73°48'19" E 37°00'47" TCF4 787.45' 1495.00' 403.09' 778.37' N 49°38'26" W 30°10'44" TCF5 1313.80' 835.00' 837.19' 1182.41' S 79°37'34" E 90°09'00" TCF6 260.57' 730.00' 131.69' 259.19' S 65°31'28" W 20°27'05" TCF7 339.95' 285.00' 193.48' 320.15' N 41°34'45" E 68°20'32" TCF8 378.13' 480.00' 199.49' 368.43' TCF9 353.70' 220.00' 228.28' 316.82' 167.04' 210.00' 88.22' 162.67' TCG4 186.15' 210.00' 99.69' 180.11' 229.33' 335.00' 119.36' 224.88' TCG6 338.74' 430.00' 178.71' 330.05' 434.09' 270.00' 280.16' 388.82' R.O.W. CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA RC12 1103.24' 1470.00' 579.06' 1077.53' RC13 1353.14' 860.00' 862.25' 1217.81' RC13A 771.81' 860.00' 414.08' 746.17' RC13B 581.33' 860.00' 302.26' 570.32' RC14 275.25' 200.00' 164.44' 254.04' RC14A 33.82' 200.00' 16.95' 33.78' RC14B 241.43' 200.00' 137.88' 227.04' RC15 232.60' 175.00' 137.10' 215.85' RC24 251.65' 705.00' 127.18' 250.31' RC25 369.77' 310.00' 210.45' 348.23' RC25A 134.39' 310.00' 68.27' 133.34' RC25B 235.37' 310.00' 123.69' 229.76' RC26 208.31' 235.00' 111.55' 201.55' RC27 220.85' 235.00' 119.34' 212.82' RC29 358.44' 455.00' 189.10' 349.24' 393.89' 245.00' 254.22' 352.82' sb 15210 2016-04-18 M: \3500dwgs \15210 \1ST AMEND PLAT \15210-1st_amend_plat.dwg r C°5 R50.00' 1363.74' J Z 0 N 04 C TRACT C 341,401 sq.ft. 7.837 acres 156.30' S 89°14'21" W 353.95' GRAPHIC SCALE 100 0 50 100 200 EXCLUSIVE FIRE DISTRICT ANTENNAE SITE EASEMENT z EXCLUSIVE ACCESS & UTIILTY EASEMENT FOR THE BENEFIT OF THE FIRE DISTRICT 400 ( IN FEET ) 1 inch = 100 ft. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DETECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. v rn N rn 0 0 rn 0 LOCATED I TRACT D 2,608,106 sq.ft. 59.874 acres R50.00' 0 'ANC 1ST AMENDMENT OF FINAL PLAT OF: L il-41 4 � r , .,1 L n A PORTIOX OF SECTIOX S 6 & 7, TOWN SHIP 7 SOL H, MANGE 87 WEST OF THE 6 & S H CTIOX 1, TOWN SHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO SHEET 8 OF 10/DETAIL LOTS 18-22 CE9 I) 1g \_C21 ...,� BC21 A N LL21AMI. � N � .(400,(Cj18C) 7E11 0� LL18B CO r 0 0 0 C 7 25.00' C2 324•8g, S 78.73 44 " E 324,83% - 324.8g' 78.13,44---„ BUILDING ENVELOPE (TYP.) B 114.83' \..........�N 84°42'10" w \ 114.83 p...... sz� ��, Q \F` • Tee 3 „6UJ.00 S 30.00 TRACT C 341,401 sq.ft. 7.837 acres Iz to 1z: 1 1°4 Iw w 1 1 25.00' 1 5.01' \14 --- \---E N 9p1 05„ E 79°01'05" E__ 79°0105' E \ \ N 11. SHEET MAP LOT 21 229,628 sq. ft. 5.272 acres 7. 0 • .L07' 18 243,427 sq. ft. 5.588 acres CENTERLINE 25.0' PRIVATE ACCESS & UTILITY EASEMENT FOR LOT 19 N 89°04'23" E 5.0' \ \ 2 647.82' 617.82 Zg3.91 25.00' LOT 19 279,881 sq. ft. 6.425 acres \ \< 514.48' \ 25.00' Q\ N 01 c0 S 85°25'59" E 179.89' S 8525'59" E 131.44, J� N 81.26'06" 365.73 E , /36 E. N 350 25.00' LOT 22 180,458 sq. ft. 4.143 acres 50.4' L N 90°00'00" W 289.77' 25.00' 25.00' \ LOT 20 257,699 sq.ft. 5.916 acres 01 / / 5/ \ N 767.3,9j:\ 67 3s.° 3,9•\rY N 25.00' N 90°00'00" E 369.51' N 89°59'56" W 150.19' \ S 89°59'56" E 531.13' TRACT C 341,401 sq. ft. 7.837 acres / 25.00' 3 „170,82.00 S 40.00' 3 „170,9Z.00 S 3 „fr0,8Z 00 S S 89°04'23" W 1342.59' H P M. EASEMENT LINE TABLE LENGTH BEARING EL19A 39.59' N 2314'11" E LOT LINE TABLE LINE LENGTH BEARING LL18A 81.77' N 89°39'31" W LL18B 17.12' N 55°17'20" W LL21A 17.12' N 5517'20" W R.O.W. LINE TABLE LINE LENGTH BEARING RL7 70.42' N 55°17'20" W RL7A 10.00' N 5517'20" W RL7B 60.42' N 5517'20" W 00 a «fi0, 8x000 8 S 89°41'18" W 1338.40' EASEMENT CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA EC19A 131.90' 200.00' 68.45' 129.52' S 04°20'34" W 37°47'13" FEC1 52.36' 50.00' 28.87' 50.00' N 83°14'09" E 60°00'03" BUILDING ENVELOPE CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA BC18A 118.41' 190.00' 61.20' 116.50' N 66°27'07" E 35°42'22" BC20A 120.25' 100.00' 68.60' 113.13' N 60°38'53" E 68°53'53" BC21A 62.68' 150.00' 31.81' 62.23' S 89°47'59" W 23°56'35" BC22A 132.23' 74.01' 92.00' 115.33' N 13°15'49" E 102°22'06" R.O.W. CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA RC14 275.25' 200.00' 164.44' 254.04' S 38°48'37" E 78°51'11" RC14A 33.82' 200.00' 16.95' 33.78' S 0413'39" E 9°41'16" RC14B 241.43' 200.00' 137.88' 227.04' S 43°39'15" E 69'09'55" RC15 232.60' 175.00' 137.10' 215.85' N 40'09'36" W 76°09'14" RC16 407.92' 140.00' 1223.54' 278.18' S 85°33'20" E 166°56'42" RC16A 181.86' 140.00' 106.32' 169.34' S 3917'46" E 74°25'34" RC16B 226.07' 140.00' 146.29' 202.29' N 57°13'53" E 92°31'08" RC17 316.95' 200.00' 202.81' 284.81' S 56°22'18" W 90°47'57" RC17A 82.86' 200.00' 42.04' 82.27' S 22°50'29" W 23°44'21" RC17B 234.08' 200.00' 132.53' 220.95' S 6814'28" W 67°03'37" RC18 143.43' 100.00' 87.20' 131.44' N 37°08'26" W 82°10'36" RC19 58.47' 50.00' 33.10' 55.20' N 21°47'10" W 67°00'21" RC20 153.81' 125.00' 88.34' 144.29' S 23°31'58" E 70°29'57" RC21 42.75' 200.00' 21.46' 42.67' N 52°39'32" W 12°14'49" RC22 190.39' 50.00' 144.52' 94.50' N 24°22'51" E 218°10'03" RC23 45.24' 100.00' 23.01' 44.85' S 71°44'33" E 25°55'14" TRACT CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA 225.60' 225.00' 123.31' 216.27' 199.37' 150.00' 117.52' 185.02' 167.16' 165.00' 91.55' 160.10' TCE1 93.90' 50.00' 68.31' 80.69' 170.66' 175.00' 92.80' 163.98' 265.83' 200.00' 156.69' 246.69' 109.94' 115.00' 59.58' 105.80' 88.42' 50.00' 61.00' 77.34' 10119'08" 146.26' 115.00' 84.89' 136.60' 54.32' 225.00' 27.29' 54.19' 88.55' 50.00' 61.17' 77.42' TCE9 224.44' 225.00' 122.55' 215.25' LOT LINE CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA LC18A 119.60' 50.00' 127.10' 93.06' LC18B 219.27' 165.00' 129.24' 203.48' LC18C 26.60' 175.00' 13.33' 26.57' LC18D 30.70' 50.00' 15.85' 30.22' LC18E 29.24' 25.00' 16.55' 27.60' LC18F 184.57' 150.00' 106.01' 173.14' 70'29'57" LC18G 37.41' 175.00' 18.77' 37.34' LC2OA 156.81' 75.00' 129.37' 129.77' LC21A 128.77' 75.00' 86.85' 113.53' LC21B 32.50' 75.00' 16.51' 32.25' S 7217'18" E LC21C 26.82' 225.00' 13.42' 26.80' N 55'22'04" W LC21D 123.04' 100.00' 70.67' 115.43' 70'29'57" LC21E 87.71' 75.00' 49.65' 82.80' LC21F 30.70' 50.00' 15.85' 30.22' LC21G 158.92' 175.00' 85.41' 153.51' LC21H 107.57' 75.00' 65.40' 98.58' N 37'08'26" W 8210'36" 123.97' 50.00' 145.43' 94.57' 179.28' 125.00' 109.00' 164.31' N 37'08'26" W LC22B 137.83' 50.00' 256.59' 98.15' sb 15210 2016-04-18 M: \3500dwgs \15210 \1ST AMEND PLAT \15210-1st_amend_plat.dwg 1ST AMENDMENT OF FINAL PLAT OF: [ - - _...1 -?, A \ C A C 0 7_1 -, __.1 - \ C , \ „-II_1 , -11 A ._) 0 ,\__[ _., . , 0 ° TRACT E 6,970,941 sq.ft. LOCATED I\ A PORTIOX & S OF SECTION, S 6 & 7, TOWN SHIP 7 SOL H CTION 1, TOW\ SHIP 7 SOUTH, RANGE 88 WEST COUNTY OF GARFIETID, STATE OF COLORADO SHEET 9 OF 10/DETAIL LOTS 23-26 H) -,ANGE 87 WEST OF THE 6 OF THE 6TH P.M. H P.M. 160.031 acres o, o V= IN U o N T 4 SH SHEET 10 co S . ET 6 ;HE`T 7 SHEET 8 0 13 0 / I TRACT F / 2,269,848 sq.ft. 52.109 acres ,� /Q�i � / S 89°39'54" E 1334.01' SHEET M A P :Ix._ AGF CV S 89°39'54" E 461.37' �GG27 S 89°39'54" E 872.64' c, R50.00' o S 89°52'34" E 230.14' S 89°52'34" E 510.41' .,�� R50.00' �/ G1 TG ...0- S 89°52'34" E COULTER LANE 870.46' S 89°52;34" E 273.44' S 89°52'34" E _ 597.01' / \��° �� J R�22g8 150.00' / _ V� > O / G2P ��`s 6 BGG �' RG G23 100.00' 130.14' 300.00' 210.41' �, ,, R .cP 0- GE12 9r. F 0 f." m .PR50.00' 4 C24A �C25A "i9°moo LS z� S 8143.80'E ''.� y� ,, T G� 50.00' I S 89°39'54" E 245.37' c4GG3 P -I LOT LINE TABLE 1 '`"°•"•-,�'c � 40.00' 25.00' 100.00' G2......,,,,.,,. G r S 89°39'54' E 360.00' LINE LENGTH BEARING • • 89 °52 334'=E TC�77 I I o o LL26A 36.11' N 50°07'26" E o ....................................................... 100.00' GE10 i' 346 0 / 25.00' I _ o I o • 100.00' N 7� 3g'� E i� I �oI ui La N N o 441 mt O N / Iw M I -I LOT LINE CURVE TABLE S 87°37'21" E 262.81' 1 75.00' co LOT 25 k crest. LOT 26 m CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA 4.949499 -I o 0 acres 81 0 244,352 sq.ft. LC23A 29.65' 260.00' 14.84' 29.64' N 46°51'24" E 6°32'03" 1 LI/1-c: La If Id I 5.610 acres w I LC23B 99.01' 50.00' 76.20' 83.61' N 42°44'09" E 113°27'36" 25.00' w ;, i 18 oI I o W I LC23C 113.77' 175.00' 58.98' 111.78' S 71°29'55" W 37°15'01" I.u ` U' N �' z NI N INo Ci) LC24A 104.72' 50.00' 86.60' 86.60' S 89°52'34" E 120°00'00" Li a -� I I� N� °'- °, �� LOT 24 �I 0 O O LC25A 87.27' 50.00' 59.59' 76.60' S 79°52'34" E 100°00'00" N -) 1 "' LOT 23 rn m c; 230,582 sq.ft. N 89°39'54" W 360.00' I z 1 4 LC26A 78.54' 50.00' 50.00' 70.71' N 05°07'26" E 90°00'00" 0 N 00 z� I a, 212,813 sq.ft. ` 5.293 acres • i I 4.886 acres ` 3 (Li 'et IW r, 100.00' I 25.00' -►I ► - 1 1 V 1 I w O O CZ.. ` \w :-41� V, N co N 89°39'54" W 251.50' 1 til Io U� o ' N 89°39'54" W o CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA �� I o o°� 565.46' o RC25 369.77' 310.00' 210.45' 348.23' N 41°34'45" E 68°20'32" I= z ` o BUILDING RC25A 134.39' 310.00' 68.27' 133.34' N 63°19'51" E 24°50'21" z ENVELOPE RC25B 235.37' 310.00' 123.69' 229.76' N 29°09'34" E 43°30'11" I ` I0 (TYP.) RC26 208.31' 235.00' 111.55' 201.55' S 64°28'57" E 50°47'14" 50.00' ` 200.00' RC27 220.85' 235.00' 119.34' 212.82' N 63°12'01" E 53°50'49" L N 89°39'54" 1N166.45' / "O' o RC28 187.96' 200.00' 101.57' 181.12' S 63°12'01" W 53°50'49" N 89°39'54" W 340.11' 47 �0 RC28A 11.54' 200.00' 5.77' 11.54' S 37°55'47" W 3°18'19" TRACT D RC28B 176.42' 200.00' 94.41' 170.76' S 64°51'11" W 50°32'30" 2,608,106 sq.ft. RC29 358.44' 455.00' 189.10' 349.24' S 29°58'34" W 45°08'10" 435.00' 235.00' 59.874 acres S 89°39'54" E RC30 393.89' 245.00' 254.22' 352.82' N 06°29'10" E 92°06'57" 75.00' - N 89°39'54" W 670.00' 75.00' 320.00' TRACT CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA TCE9 224.44' 225.00' 122.55' 215.25' S 73°11'41" W 57°09'11" TCE10 181.51' 260.00' 94.63' 177.85' N 70°07'26" E 40°00'00" 1--, TCE11 230.47' 260.00' 123.42' 222.99' S 64°28'57" E 50°47'14" tV TCF7 339.95' 285.00' 193.48' 320.15' N 41°34'45" E 68°20'32" CL TCF8 378.13' 480.00' 199.49' 368.43' S 29°58'34" W 45°08'10" IQ TCF9 353.70' 220.00' 228.28' 316.82' N 06°29'10" E 92°06'57" CO TCG1 152.47' 225.00' 79.29' 149.57' S 70°42'40" W 38°49'33" TCG2 109.91' 50.00' 98.01' 89.08' S 42°38'26" W 125°56'40" TCG3 167.04' 210.00' 88.22' 162.67' N 67°20'12" E 45°34'28" TCG4 186.15' 210.00' 99.69' 180.11' S 64°28'57" E 50°47'14" TCG5 229.33' 335.00' 119.36' 224.88' N 27°01'11" E 3913'24" w TCG6 338.74' 430.00' 178.71' 330.05' S 29°58'34" W 45°08'10" a) TCG7 434.09' 270.00' 280.16' 388.82' N 06°29'10" E 92°06'57" co GRAPHIC SCALE TCG20 95.99' 50.00' 71.41' 81.92' S 85°07'26" W 110°00'00" TCG21 104.72' 50.00' 86.60' 86.60' N 89°52'34" W 120°00'00" 100 0 50 100 200 400 ( IN FEET ) 1 inch = 100 ft. SOPRIS EX GIN SERIN G - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL S 89°41'18" W 1338.40' CARBONDALE, COLORADO 81623 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS (� AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION (9 (�y 0) 704-0311 BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. sb 15210 2016-04-18 M:\3500dwgs\15210\1ST AMEND PLAT \15210-1 st_amend_plat.dwg 1ST AMENDMENT OF FINAL PLAT OF: [ - - 1 .. ANC A a. CO J 7_1 .. 1 a�\ / w r \\ -,1 . 1 _.,. 0 L J CJ .. Ci LOCATED I\ A PORTIOX & S OF SECTIOX S 6 & 7, TOWN SHIP 7 SOUI1H, MANGE 87 WEST OF THE 6 H,CTION 1, TOW\ SHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M. H P.M. COUNTY OF GARFIETID, STATE OF COLORADO SHEET 10 OF 10/DETAIL COUNTY ROAD 115/RANCH COMPOUND/TRACT H _ ,, moo............. -- - -321.37' S 89°37'39" E _ --o...... 170.00' 151.37' I 12 .20 $- 37' - - S 89°37'39" E '" 859.61' _ TCF18 `- :9°.7.9 S 89°37'39" E I I . 1 V C T 1181.33' ,. CH1 TCF17 _ A ' 3 T 60.00' 30.0' CN2 OVERHEAD Tc!7rn o� C e i SH F.'j' rj T 4 HI \ POWER EASEMENT 400fr . ° .�� rC TRACT G 1 �` W 1 G1,5 c 227,045 sq. ft. ie 'Colt 5.212 LO uj d.• acres TC i o I S . ET 6 4 of (,) Z o i I SEE EASEMENT o0 �i„�� DETAIL BELOW TCo1�. ' 1H 6 THIS SHEET �6#1Ie: HE 7 ,___ COUNTY ROAD #115 rn�i. I SHEET 9 RIGHT-OF-WAY 0 c°� ,. `\ ,(0i "� 1 V; CyA COUNTY ROAD #115 SHEET 8 I I ��' c>o N RIGHT-OF-WAY t3 I I RANCH COMPOUND ` \ .,, Ir. 60.00' eQ- BUILDING EASEMENT ,Q�,� _ _ `e--.--__---____ �� �\ I ROW »5 -e- I' (SEE NOTE THIS SHEET) ` ` w 115 sq.ft.SCG S 8. 3 3' ' :4.:09' °.7 :�; ' TCF = = 19 21 TCF A� 211734 acres - 1 '' 0 TCF20 0HI > ° A 60.00'0 C� \ A A - cr ROW 115 9, 858 sq. ft. w 1 I S ����� -, >>�4� 0) ` \ \ fte SHEET MAP 0.226 F 1 \ acres O, „ \ oy \ \ \ \ CU \ o OD �o \ \ \ ` \ \ 171Z:;- \s 30.0' UNDERGROUND of F� G °' \ \ Q)" 1S'` TELELPHONE S RANCH COMPOUND BUILDING ENVELOPE NOTE: o �� F - A4, ,77 -- EASEMENT FOR THE UTILITY EASEMENT CURVE TABLE to , \G,. N 1 p \ (9. `� ` o `. BENEFIT OFQWEST G \ ` THE RANCH COMPOUND BUILDING EASEMENT SHOWN HEREON IS UEC1 325.89' 395.00' 172.86' 316.72' N 31°21'52" W 47°16'16" G o \ \ ., , \ , , 10 <"� \ iz \ X9283. 44A WITHIN THE CONSERVATION EASEMENT AREA GRANTED TO THE ASPEN VALLEY LAND TRUST BY INSTRUMENT RECORDED IN THE UEC2 53.28' 395.00' 26.68' 53.29' N 03°51'52" W 7°43'44" \ 14'530\ ' GARFIELD COUNTY RECORDED ON THE amL_DAD(AIDFOETUNE, 2004, UEC3 X20 " % \-- IN If1� S8E1FJ D �IIUNT12�QERk� IAJN�H�E�A�61LI��$ �� IN 33.09' 225.00' 16.58' 33.06' N 30°37'29" E 8°25'39" � . 30.0' OVERHEAD \ \ \\ - UEC4 87.89' 225.00' 44.51' 87.33' N 15°13'13" E 22°22'54" 1 POWER EASMENT .' ` ` v -'''''.52-.4' BaCR4<1ANB I�ECIO,ROERf81DFFFCBEICEIB�DON 110_6_5_3722. AR RAGD$DJ�f1CF �J1HA8 I�ZEIEl1LORMEO.T IAPPBQy�91�S_LS�IJED EN( FOR THE BENEFIT Q' OF HOLY CROSS ENERGY ` \ 643>\ \ ` .��5 -,� , , \ AABDIEDIAN�U14/111(-1 FINE 1[BEVER WWIT A RLSRESEIEEll-HEY BAREELDON1Sl4ItaID F�BdLI1SFlfE F }NA NTT CSUfNEROfeEEEXP E IE COUNTY ROAD 115 CURVE TABLE 2j._.F \ ` \ .'` \ ' \\. Fit -IINI 1T�v1 ERBIEIMDINICE,E EAUTAFfiM IO -1 YR AREA IN RWNTmRESC@NBEf VOIEION4IRENSBILEN-FAAMEC 1Q}�F�TFi B. ALL CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA ti \� - OTRUBTUBES RISIBMI DRB, MEINIETIESN�SEf VIAEllGIND,�1 D.MPALL CRC2 �� � ' \ \ ' - [� 1 OCICEN Ia. VIf llWfffl�IN31TH6-iE �T,i JrlC, INAFtEAY 105.94' 1200.00' 53.00' 105.90' N 75°46'45" W 5°03'30" � GQ''%L� I , OCCUR ANYWHERE WITHIN THE CONSERVATION EASEMENT AREA. CRC3 251.33' 1200.00' 126.13' 250.87' S 79°15'00" E 12°00'00" \ , ° -_------------'� \ \ m CRC3A 91.09' 1200.00' 45.57' 91.07' S 75°25'29" E 4°20'57" :° N 90°00'00" E 525.19' N ` � _. Iv0 CRC3B 160.24' 1200.00' 80.24' 160.12' S 81°25'29" E 7°39'03" \ 0 CRC4 o 205.08' 500.00' 104.00' 203.64' N 73°30'00" W 23°30'00" \ CRC5 309.51' 1600.00' 155.24' 309.02' S 67°17'30" E 11°05'00" �o wa \ \ o0 CRC6 311.25' 1000.00' 156.89' 310.00' N 63°55'00" W 17°50'00" S ''g3j, . ` ui0 ; TRACT LINE TABLE CRC7 407.97' 425.00' 221.24' 392.49' N 27°30'00" W 55°00'00" 30.0' 15.0' 2 2j�3 �?"F o UNDERGROUND . \ '. I ► :o LINE LENGTH BEARING CRC8 81.54' 100.00' 43.19' 79.30' S 23°21'30" E 46°43'01" �s.0 w TELEPHONE A ZV TLG1 71.89' N 00°50'11" W TRACT 6,970,941 sq. 160.031 acres E' ft. N ti = _ ,, / , EXISTING EASEMENT 15.0' �, S �j •03 � N OUTBUILDING 2. •.S� F 86°33'54" W 28.29 � - 20.12'- - '''..L-7 � � N EXISTING OVERHEAD UTILITY LINES . ' v v �V C \� �� Nb-- > •1 ` s \ o o� COUNTY ROAD 115 LINE TABLE / N \s4j" wNE Coa'v R.O.W. CURVE TABLE 6` ' \ -og o o /� LENGTH BEARING .. 1 Ogg 15.0' ?83' ' 'o�' CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA / "� ' \83' \` o o o 0 0 CRL1 64.46' S 00°50'11" E ;pp . y, R031 270.72'300.00'145.36'261.62'S 13°43'13" E 51°42'11"J 0 ERHEAD ?C' 7� ' cn cn CRL2 38.00' S 00°50'11" E 2s8•2� ` RC32 411.21' 1000.00' 208.55' 408.32' N 00°21'03" E 23°33'38" _ �� POWER \\ \ 15.0' ` RC33 549.99' 418.00' 322.99' 511.16' S 26°15'51" W 75°23'14" " o \ \\ `, 15.0' RC34 131.55' 135.00' 71.53' 126.41' N 36°02'28" E 55°50'00" \ - / \ - /1 I RC35 128.22' 275.00' 65.30' 127.06' S 21°28'53" W 26°42'51" p \ . \ \ j 15 0` ` 0 RC36 107.54' 200.00' 55.11' 106.25' N 19°26'02" E 30°48'33"- - --)\/-r-:n TRACT CURVE TABLE 30.0' \ \ ` �� 0� CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA,... OVERHEAD POWER tv SCALE 1" 20' EASEMENT ......._ RC31 = r 270.72' 300.00' 145.36' 261.62' S 13°43'13" E 51°42'11" - 60.00' R.O.w FOR ROADWAY - TCF10 293.28' 325.00' 157.47' 283.43' S 13°43'13" E 51°42'11" -' TCF11 400.93' 975.00' 203.34' 398.11' N 00°21'03" E 23°33'38" RECEPTION #281480 GRAPHIC SCALE � IH TCF12 582.88' 443.00' 342.31' 541.73' S 26°15'51" W 75°23'14" N °� EASEMENT TA- , N 89°44'51" E 416.06 TCF12A 319.99' 443.00' 167.34' 313.08' S 09°15'50" W 41°23'12" U : U 100 0 50 100 200 400 t (; - - - Q - Cn TCF12B 262.89' 443.00' 135.44' 259.05' S 46°57'27" W 34°00'02" - 60.00' R.O.W s� TCF13 107.19' 110.00' 58.28' 103.00' N 36°02'28" E 55°50'00" FOR ROADWAY 1---x 0 TCF14 139.88' 300.00' 71.23' 138.61' S 21°28'53" W 26°42'51" ( IN FEET ) RECEPTION #556556 03 " 1 inch = 100 ft. 'L CP TCF15 94.10' 175.00' 48.22' 92.97'N 19°26'02' E 30°48'33" O CA TCF16 72.49' 1230.00' 36.25' 72.48' S 74°56'18" E 3°22'36" - c �` 1.1111/ 60.00' ACCESS EASEMENT FP TCF17 277.38' 1170.00' 139.34' 276.73' N 80°02'30" W 13°35'00" ft \Iliw RECEPTION #452173 0, n = N 87°29'09" TCF18 143.10' 9530.00' 71.55' 143.10' S 86°2411" E 0°51'37" W TCF19 92.08' 1030.00' 46.07' 92.05' N 81°11'20" E 5°07'20" 50.00' , 0. 1332.93' til TCF20 366.52' 1680.00' 183.99' 365.79' N 90°00'00" E 12°30'00" = 0 TCF21 91.16' 530.00' 45.69' 91.05' S 78°49'21" E 9°51'18"0 = TCG8 248.16' 275.00' 133.25' 239.82' S 13°43'13" E 51°42'11" TRACT F 2,269,848 sq. ft. TCG9 421.49' 1025.00' 213.77' 418.53' N 00°21'03" E 23°33'38" 52.109 - TCG10 517.09' 393.00' 303.68' 480.59' S 26°15'51" W 75°23'14" acres TCG11 155.92' 160.00' 84.78' 149.82' N 36°02'28" E 55°50'00" TCG12 116.56' 250.00' 59.36' 115.51' S 21°28'53" W 26°42'51" TCG13 120.99' 225.00' 61.99' 119.53' N 19°26'02" E 30°48'33" -- TCG14 134.61' 1230.00' 67.37' 134.54' S 82°06'53" E 6°16'13" g-17.00 S 1 V-- L 1 1 V V E , 416.06 TCG15 192.77' 470.00' 97.76' 191.42' N 73°30'00" W 23°30'00" � W TCG16 315.31' 1630.00' 158.15' 314.82' S 67°17'30" E 11°05'00" '-' co O TCG17 301.91' 970.00' 152.19' 300.70' N 63°55'00" W 17°50'00" o ` TCG18 379.17' 395.00' 205.62' 364.78' N 27°30'00" W 55°00'00" O ' O TCG19 132.64' 130.00' 72.74' 126.96' S 29°13'45" E 58°27'29" I TCH1 232.64' 1170.00' 116.71' 232.26' S 79°33'13" E 11°23'34" W R.O. W FOR STOCK WATERING PURPOSES BOOK 61 PAGE 553 RECEPTION I TCH2 217.38' 530.00' 110.24' 215.86' N 73°30'00" W 23°30'00" 0 #29681 1 BOOK 346 PAGE 42 RECEPTION #219711 , TCH3 303.70' 1570.00' 152.33' 303.23' S 67°17'30" E 11°05'00" �` Uri \ TCH4 320.59' 1030.00' 161.60' 319.30' N 63°55'00" W 17°50'00"til / TCH5 369.37' 455.00' 195.54' 359.31' N 31°44'38" W 46°30'44"' \L,. ' . d,0,_� / SOPRIS ENGINEERING - LLC \ ' CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL (90 \ 1 704-0311 ACTION BASED UPON ANY DETECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. sb 15210 2016-04-18 M:\3500dwgs\15210\1ST AMEND PLAT \15210-1 st_amend_plat.dwg