HomeMy WebLinkAbout4.0 Final Plat" "' J -I
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LOCATED
C£RTIFICATION Of DEDICATION AND OWNERSHIP
KNOW ALL MEN BY THESE PRESENTS, THAT SLC-LAURENCE, LLC, A DELAWARE LIMITED LIABILITY COMPANY,
WHOSE ADDRESS IS 0021 BURNT MTN CIRCLE SNOWMASS, COLORADO 81615, BEING SOLE OWNER IN FEE
SIMPLE OF ALL OF THAT REAL PROPERTY SITUATED IN THE COUNTY OF GARFIELD, STA TE OF COLORADO, AND
BEING A PART OF THE RANCH AT COULTER CREEK P.U.D. AS SHOWN ON THE ACCOMPANYING PLAT, SAID REAL
PROPERTY BEJNG MORE PARllCULARL Y DESCRIBED AS FOLLOWS:
A PARCEL OF LAND SITUATED IN LOT 5 OF SECTION 1, IN TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6th
P.M., wJ>Sf:Y. E~wJ< AND LOTS 6, 7, AND 8 OF SECTION 6; N1/2NE1/4, SW1/4NE1/4, AND NE1/4NW1/4, OF
SECTION 7, ALL IN TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6th P.M.
SAID PARCEL OF LANO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE J< CORNER Of
SAID SECTIONS 1 AND 6; THENCE S 89'.37'.39" E ALONG THE EAST-WEST J< SECTION LINE 5011..37 FEET, TO
THE NE CORNER OF LOT 8 OF SAID SECTION 6; THENCE THE FOLLOWING FOUR (4) COURSES ALONG THE
BOUNDARY OF LOT 8 OF SAID SECTION 6;
1) S 00'50'11" E 1208.71 FEET
2) N 89'44'51" E 416.06 FEET
.3) S 00'53'45" E 148.00 FEET
4) N 87°29'09" W 1332.93 FEET TO A POINT ON THE EASTERLY LINE OF THE WY25£!< OF SAID SECTION 6;
THENCE LEAVING THE BOUNDARY DF LOT 8 OF SECTION 6 s 00'45' 32" E ALONG SAID EASTERL y UN£ OF wl>sE
J< 1315.67 FEET TO THE £Ji6 CORNER OF SAID SECTIONS 6 AND 7; THENCE S g9·39'54" £ ALONG THE
SOUTHERLY LINE OF SAID SECTION 6 1334.01 FEET TO THE SOUTHEAST CORNER OF SAID SECTION 6; THENCE
LEAVING SAID SOUTHERLY LINE S 00'40'03" E ALONG THE BOUNDARY OF THE NJ2N£l< OF SAID SECTION 7
1293.79 FEET; THENCE CONTINUING ALONG SAID BOUNDARY OF THE NYl!NEJ< S 89'41'18" W 1338.40 FEET TO
THE N£li6 CORNER OF SAID SECTION 7; THENCE LEAVING SAID BOUNDARY OF THE NYl!NEJ< S 00'28'04" E ALONG
THE BOUNDARY OF THE SwY<NEJ< OF SECTION 7 1309.73 FEET TO THE EJI. CORNER OF SAID SECTION 7; THENCE
CONTINUING ALONG SAID BOUNDARY OF THE swJ<NEJ> S 89'04'2.3" W 1342.59 FEET TO THE CENTER J< CORNER
OF SECTION 7; THENCE CONTINUING ALONG SAID BOUNDARY OF THE Swf'<NEJ< N 00'20'29" W 1324.14 FEET TO
THE Nlfe CORNER OF SAID SECTION 7; THENCE LEAVING SAID BOUNDARY OF THE swY<NE!< s 89'14'21" w ALONG
THE BOUNDARY OF THE NEY<NwJ< OF SND SECTION 7 1363.74 FEET TO THE Nw!\e CORNER OF SAID SECTION 7;
THENCE CONTINUING ALONG SAID BOUNDARY OF THE NEY<NwJ< N 00'42'31" W 1350.06 FEET TO THE w!\, CORNER
OF SAID SECTIONS 6 AND 7; THENCE LEAVING SAID BOUNDARY OF THE NEY<NW1' ALONG THE BOUNDARY OF
LOT 7 OF SAID SECTION 6 THE FOLLOWING THREE (3) COURSES:
1) N 89"39'56" W 5.30.35 FEET
2) S 8T21'19" W 843.22 FEET TO THE SOUTHWEST CORNER OF SECTION 6
3) N 01"06'00" E 1327.25 FEET TO THE s!\, CORNER OF SECTIONS 1 AND 6
THENCE LEAVING THE BOUNDARY OF LOT 7 OF SAID SECTION 6, ALONG THE BOUNDARY OF LOT 5 OF SAID
SECTION 1 THE FOLLOWING THREE (3) COURSES:
1) N 89'21'15" W 1346.46 FEET TO THE Sfli• CORNER OF SAID SECHON 1
2) N 0018'18" W 1322.11 FEET TO THE Elie CORNER OF SAID SECTION 1
3) N 89'59'37" E 1327.73 FEET TO THE POINT OF BEGINNING
SAID PARCEL OF LAND CONTAINING 479.048 ACRES, MORE OR LESS
THAT SAID OWNER HAS CAUSED THE SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED AS THE RANCH
AT COULTER CREEK P.U.D., A SUBDIVISION OF A PART OF GARFIELD COUNTY. COLORADO.
THAT SAID OWNER DOES HEREBY MAKE THE FOLLOWING DEDICATIONS OF PORTIONS OF SAID REAL PROPERTY:
1. ALL PORTIONS OF THE WITHIN PLAT DEPICTED AND DESCRIBED AS COUNTY ROAD NO. 115 RIGHT-OF-WAY
ARE HEREBY OED/CA TED AND SET APART TO THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY
AS PUBLIC STREETS AND ROADS. SUBJECT TO THE RIGHT OF APPROPRIATE PUBLIC AND PRIVATE UTILITY
COMPANIES AND THE RANCH AT COULTER CREEK HOMEOWNERS ASSOC/A TION. UPON PROPER APPLICATION ANO
RECEIPT OF A ROAD AND BRIDGE DEPARTMENT PERMIT. TO UTILIZE SAID COUNTY ROAD RIGHT-OF-WAY AS AN
IRRIGATION AND UTILITY EASEMENT IN ACCORDANCE WITH THE PROVISIONS OF PARAGRAPH 5 OF THIS
CERTIFICATION OF DEDICATION ANO OWNERSHIP.
2. ALL STREETS ANO ROADS DEPICTED ON THE WITHIN PLAT ANO LABELED WITH STREET AND ROAD NAMES,
EXCEPT COUNTY ROAD NO. 115 AS DESCRIBED IN PARAGRAPH ONE ABOVE, ARE HEREBY OEDICA TEO AND SET
APART TO THE RANCH AT COULTER CREEK flOMEOWNERS ASSOCIATION, A COLORADO NOT-FOR-PROFIT
CORPORATION, FOR THE USE OF THE MEMBERS ANO GUESTS THEREOF, SUBJECT TO:
o. THE RIGHT OF ALL PUBLIC UTILITY COMPANIES TO UTILIZE SAID STREETS AND ROADS AS PERPETUAL.
NON-EXCLUSIVE UTILITY EASEMENTS; ANO
b. THE RIGHT OF ALL EMERGENCY VEHICLES TO MAKE USE OF SUCH STREETS AND ROADS IN ALL
REASONABLE CIRCUMSTANCES.
3, THOSE PORTIONS OF THE WITHIN PLAT DEPICTED ANO DESCRIBED AS PRIVATE ACCESS AND UTILITY
EASEMENTS ARE HEREBY OEDICA TED AND SET APART AS PERPETUAL, NON-EXCLUSIVE ACCESS AND UHLITY
EASEMENTS FOR THE MUTUAL BENEFIT OF THE AFFECTED LOT OWNERS, THEIR GUESTS AND INVITEES, SUBJECT
TO:
a. THE RIGHT OF APPROPRIATE PUBLIC AND PRIVATE UTILITY COMPANIES TO UTILIZE SAID PRIVATE ACCESS
AND UTILITY EASEMENTS AS UTILITY EASEMENTS IN ACCORDANCE WITH THE PROVISIONS OF PARAGRAPH 5 OF
THIS CERTIFICATION OF DEDICATION AND OWNERSHIP; AND
b. THE RIGHT OF ALL EMERGENCY VEHICLES TO MAKE USE OF SUCH PRIVATE ACCESS AND UTILITY
EASEMENTS IN ALL REASONABLE CIRCUMSTANCES.
RESPONSIBILITY FOR THE CONSTRUCTION, MAINTENANCE AND REPAIR OF SAID PRIVATE ACCESS AND UTILITY
EASEMENTS SHALL BE AS SET FORTH IN THAT CERTAIN DECLARATION OF PRIVATE ACCESS AND UTILITY
EASEMENT RECQRDEO IN THE GARFIELD COUNTY CLER!< AND RECORDER'S OFFICE ON .Tvhl<I' ~-2004,
IN BOOK uroc . PAGE u.r,u..s AS RECEPTION NO. Jz..!fi:l..?:1..!!C-..il-""D "" ,J 1 "ff. •
4. THOSE CERTAIN PARCELS DEPICTED ANO DESIGNATED ON THE WITHIN PLAT AS TRACTS A, B, C, D, E, F,
ANO G, WHICH ARE LABELED AS PRIVATE COMMON OPEN SPACE, ARE HEREBY DEDICATED ANO SET APART TO
THE RANCH AT COULTER CREEK flOMEOWNERS ASSOCIATION AS PRIVATE COMMON OPEN SPACE, FOR THE USE
AND BENEFIT OF THE MEMBERS THEREOF, THEIR GUESTS AND INVITEES, SUBJECT TO A DEED OF
CONSERV TIQN EASEMEN GRANTED TO THE ASPEN VALLEY LAND TRUST BY INSTRUMENT DA TEO
~'1-'~'-il''7-.--""-'4"""''-c-1,--. AND RECORDED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE ON _.,~~":::--3-::r-._...Ult:""'::-= 200_ IN BOOK LJILSL, PAGE...i..li_L__, AS RECEPTION NO.
_ _, SAID TRACTS A, B, C, D, E, F, AND G ARE ALSO SUBJECT TO ALL OTHER PUBLIC
AND PRIVATE EASEMENTS DEPICTED ON THE WITHIN PLAT FOR ACCESS, UTILITY, IRRIGATION OR OTHER SPECIFIC
PURPOSES AS SET FORTH ON THE WITHIN PLAT.
5. ALL PORTIONS OF THE WITHIN PLAT DEPICTED ANO DESCRIBED AS UTILITY EASEMENTS ANO IRRIGATION
EASEMENTS ARE HEREBY OEDICA TED AND SET APART AS PERPETUAL, NON-EXCLUSIVE EASEMENTS FOR THE
USE AND BENEFIT Of THE RANCH AT COULTER CREEK HOMEOWNERS ASSOCIATION AND ALL PUBLIC AND
PRIVATE UTILITY COMPANIES, FOR THE PURPOSE OF INSTALLATION, MAINTENANCE, REPAIR AND REPLACEMENT
OF UTILITY LINES AND FACILITIES, TOGETHER WITH THE PERPETUAL RIGHT OF INGRESS AND EGRESS THERETO
FOR THE AFORESAID UTILITY PURPOSES, UPON THE CONDITION THAT SUCH EASEMENTS AND RIGHTS BE
UTILIZED BY THE BENEFICIARIES IN A REASONABLE AND PRUDENT MANNER.
6. ALL EXPENSES FOR STREET PAVING AND IMPROVEMENTS SHALL BE FURNISHED BY THE SELLER OR
PURCHASER, NOT BY THE COUNTY OF GARFIELD.
l ~~
IN WITNESS WHEREOF, SAID OWNER HAS CAUSED ITS NAME TO BE HEREUNTO SUBSCRIBED THIS -~--DAY
OF Ml!j ry ~ _ 2004.
)
) SS
COUNTY OF '.;2c;~i2o )
THli;;ABOVf AND FOREGOING DEDICATION WAS. ACl).NO_WLEOGED BEFORE ME,_THI_~---_i.::....,.-= _D~Y OF _~..:l.J.... ---11-/-._/ 2004, BY ...:d...,2.Ju1 ---t..:::..../.)J::..\__ ------AS 1"i!..LDi..I:.t; .. / __ jjf_;;;.t..!lli'.J.~~--FOR
SLC-LAURENCE, LLC. ' ;(, 1-GJ}i;/(_,S-it1/i/_.--( '(i:;'/ i!J;_ I
MY COMMISSION EXPIRES:
MY ADDRESS IS:
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY Y4THIN THREE YEARS
AF"T£R YOU Fll~ST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACllON
BASED U?ON ANY DEFECT IN lHIS SUR\<EY BE COMMENCED MORE lHAN TEN
'·!!M!c;!'I-1T {,,L.)!f,,/;::
THE RANCH AT COULTER CREEK
IN A PORTION OF
& SECTION
SECTIONS 6
1 TOWNSHIP
COlJNTY OF
& ? , TOWNSHIP ?
? SOUTH, RANGE
GARFIELD, STATE
SOUTH, RANGE
88 WESrf OF THE
OF COLORADO
8?
6TH
WEST OF
P.M.
Plqt Notes
SHEET 1 OF 10/DEDICATION & CERTIFICATION
1. THE REAL PROPERTY PLATTED HEREIN IS SUBJECT TO THE TERMS AND CONDITIONS OF RESOLUTION NO.
2004-14 CONCERNED WITH THE APPROVAL OF A PLANNED UNIT DEVELOPMENT APPLICATION FOR THE RANCH
AT COULTER CREEK P.U.D. WHICH WAS RECORDED IN THE GARFIELD COUNTY CLER!< AND RECORDER'S OFFICE,
ON FEBRUARY 6, 2004 IN BODI< 1559, PAGE 421, AS RECEPTION NO. 646146; RESOLUTION NO. 2004-15
CONCERNED WITH THE APPROVAL OF A PRELIMINARY PLAN FOR THE RANCH AT COULTER CREEK PLANNED
UNIT DEVELOPMENT WHICH WAS RECORDED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE ON
FEBRUARY 6, 2004 IN BOOK 1559, PAGE 435 AS RECEPTION NO. 646147.
2. THE REAL PROPERTY DEPICTED ON THE WITHIN FINAL PLAT, EXCLUDING THE DEDICATED COUNTY ROAD No.
115 RIGHT-OF-WAY, CONSTITIJTES THE RANCH AT COULTER CREEK P.U.D. AS PROVIDED HEREON ANO AS
6~~m1~u~~. 1i:fcg~g~~R~~IO~£of[~g~~T~ c ITION~ ~ND RES~c~g~-=4~~ ~~ ~~~~~L~ T cg~~v;R
CLE~ ~D ff-CORDER'S OFFICE IN-BOOK _j -_ AT PAGE_.j._'i.'1:_ __ , AS RECEPTION NO.
j,..Jfi:.;:;,_z_'}__ -· ALL OF THE LANDS WITHIN THE RANCH AT COULTER CREEK P.U.O. ARE SUBJECT TO THE
DEVELOPMEN RIGHTS RESERVED TO THE DECLARANT IN ARTICLE XI OF THE AFORESAID DECLARATION.
3. COLORADO IS A "RIGHT-TO-FARM" STATE PURSUANT TO C.R.S. 35-3-101, ET SEQ. LANDOWNERS,
RESIDENTS AND VISITORS MUST 8£ PREPARED TO ACCEPT THE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF
GARFIELD COUNTY'S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A
COUNTY WITH A STRONG RURAL CHARACTER AND A HEAL THY RANCHING SECTOR. ALL MUST BE PREPARED TO
ENCOUNTER NOISES, ODOR, LIGHTS, MUD, DUST, SMOKE CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK
ON PUBLIC ROADS, STORAGE AND DISPOSAL OF MANURE, AND THE APPLICATION BY SPRAYING OR OTHERWISE
OF CHEMICAL FERTILIZERS, SOIL AMENDMENTS, HERBICIDES, AND PESTICIDES, ANY ONE OR MORE OF WHICH
MAY NATURALLY OCCUR AS A PART OF A LEGAL ANO NON-NEGLIGENT AGRICULTURAL OPERATIONS.
4. ALL OWNERS Of LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAW AND
COUNTY REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGATION DITCHES, CONTROLLING
WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING, AND
OTHER ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO
LEARN ABOUT THESE RIGHTS AND RESPONSIBILITIES ANO ACT AS GOOD NEIGHBORS AND CITIZENS OF THE
COUNTY. A GOOD INfRODUCTORY SOURCE FOR SUCH INFORMATION IS "A GUIDE TO RURAL LIVING & SMALL
SCALE AGRICULTURAL" PUT OUT BY THE COLORADO STA TE UNIVERSITY EXTENSION OFFICE IN GARFIELD
COUNTY.
5. ALL EXTERIOR LIGHTING WILL BE THE MINIMUM AMOUNT NECESSARY AND ALL EXTERIOR LIGHTING WILL BE
DIRECTED INWARD, TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADE TO
ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES.
6. ONE (1) DOG WILL BE ALLOWED FOR EACH RESIDENTIAL UNIT WITHIN THE P U.D AND THE DOG SHALL BE
REQUIRED TO BE CONFINED WITHIN THE OWNERS' PROPERTY BOUNDARIES.
7. IN ACCORDANCE WITH THE DECREE ENTERED BY THE DISTRICT COURT, WATER DIVISION NO. 5, COLORADO,
CASE NO. 02CW108, EACH LOT WITHIN THE RANCH AT COULTER CREEi< P.U.D. SHALL BE ALLOWED TO IRRIGATE
A MAXIMUM OF 10,000 SQUARE FEET OF LANO FROM THE DOMESTIC WATER SYSTEM SERVING THE SUBDIVISION.
ADDITIONAL LANO ON EACH LOT MAY BE IRRIGA TEO ONLY FROM UNTREATED IRRIGATION WATER IF ANY IS
AVAILABLE.
8. 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, CONSTRUCT ANY
PERMANENT IMPROVEMENT, INCLUDING ANY FENCE, ON OR OVER ANY OPEN DITCH WITHIN SUCH IRRIGATION
DITCH EASEMENT, NOR SHALL ANY SUCH OWNER OR OCCUPANT PLANT OR PERMIT TO BE PLANTED ANY NEW
TREES, BUSHES OR OTHER VEGETATION WITHIN ANY SUCH IRRIGATION EASEMENT. SAID OWNER OF ANY LOT
MAY RELOCATE ANY PORTION OF ANY IRRIGATION DITCH WITHIN THEIR LOT WITH THE APPROVAL OF THE
RANCH AT COULTER CREEK HOMEOWNERS ASSOCIATION.
9. CONTROL OF NOXIOUS WEEDS ON INDIVIDUAL LOTS WITHIN THE RANCH AT COULTER CREEK P.U.D. IS THE
RESPONSIBILITY OF THE LOT OWNER. CONTROL OF NOXIOUS WEEDS ON ANY PR/VA TE OPEN SPACE TRACT IS
THE RESPONSIBILITY OF THE RANCH AT COULTER CREEK HOMEOWNERS ASSOCIATION.
10. IN ORDER TO PROTECT AGAINST THE DEGRADATION WHICH OCCURS TO AIR QUALITY AS A RESULT OF THE
UTILIZATION OF WOOD-BURNING DEVICES, AND AS REQUIRED BY THE GARFIELD COUNTY SUBDIVISION
REGULATIONS, THE FOLLOWING RESTRICTIONS ARE IMPOSED:
o. NO OPEN HEARTH SOLID FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN ANY NEW DWELLING
UNITS LOCATED WITHIN THE P.U.D ..
b. ALL DWELLING UNITS WITHIN THE P.U.D. WILL BE ALLOWED AN UNRESTRICTED
NUMBER OF NATURAL GAS BURNING FIREPLACES OR APPLIANCES.
c. ALL DWELLING UNITS WITHIN THE P.U.O. WILL BE ALLOWED ONE (1) NEW
WOOD-BURNING STOVE AS DEFINED BY C.R.S. 25-7-401 ET. SEQ. AND ALL THE REGULATIONS
PROM UL GA TED THEREUNDER.
11. BUILDING PERMIT APPLICATIONS FOR EACH LOT SHALL INCLUDE PLANS AND SPECIFICATIONS FOR AN ONSITE
WASTEWATER TREATMENT SYSTEM. EACH SYSTEM SHALL BE DESIGNED BY A STATE OF 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 ISOS DESIGN CRITERIA 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.
12. HISTORICAL DRAINAGE PATTERNS SHALL BE MAINTAINED ON THE PROPERTY. NO STRUCTURES OR USES
SHALL BE LOCATED WITHIN THE NATURAL DRAINAGE WAY ON THE PROPERTY.
13. DEVELOPMENT ON 40% SLOPES OR GREATER IS PROHIBITED ON THE LOTS. ALL BUILDING ENVELOPES HAVE
BEEN LOCATED TO AVOID AREAS CONTAINING 40% OR GREATER SLOPES.
14. SWELLING SOILS, CLAY AND CLAYSTONE, ARE PRESENT ON THE SITE. APPROPRIATE MITIGATION MAY BE
NECESSARY TO BUILD ON A LOT.
15. THE RECOMMENDATIONS BY HEPWORTH-PAWLAK GEOTECHNICAL. INC. ("HP GEOTECH") OUTLINED IN THE
PRELIMINARY GEOTECHNICAL STUDY FOR THE SUBDIVISION DATED FEBRUARY 28, 2003, [JOB No. 103 115)
SHALL BE ADHERED TO. THESE PRELIMINARY DESIGN RECOMMENDATIONS INCLUDE PROVISIONS FOR
FOUNDATIONS, FLOOR SLABS, UNDERDRAIN SYSTEM, SITE GRADING, SURFACE DRAINAGE AND PAVEMENT
SUBGRAOE.
16. IN ADDITION TO THE DRAIN SYSTEMS FOR FOUNDATIONS RECOMMENDED BY HP GEOTECH, DUE TO THE
PRESENCE OF SWELLING CLAY SOILS, PERIMETER DRAINS SHOULD BE INSTALLED AROUND FOUNDATIONS.
PERIMETER DRAINS PREVENT EXCESSIVE GROUND MOISTURE FROM SATURATING THE SOILS AND THUS REDUCE
THE OVER POTENTIAL FOR EXPANSION OR CONSOLIDATION.
17. DUE TO THE POSSIBLE PRESENCE OF RADON GAS IN TH£ AREA. TESTING FOR RADON GAS SHALL BE DONE
WHEN THE RESIDENCES ANO OTHER OCCUPIED STRUCTIJRES HAVE BEEN COMPLETED, PRIOR TO THE ISSUANCE
OF A CERTIFICATE OF OCCUPANCY.
CERTIFICA DON OF MORTGAGEE CONSENT
THE UNDERSIGNED, BEING THE HOLDER OF A DEED OF TRUST UPON THE REAL PROPERTY WHICH IS PLATTED
AND SUBDIVIDED AS SHOWN UPON THE WITHIN FINAL PLAT, HEREBY CERTIFIES THAT IT HAS REVIEWED THE
WITHIN FINAL PLAT AND BY THIS CERTIFICATION DOES HEREBY CONSENT TO SAID FINAL PLAT AND TO THE
RECORDING THEREOF, AND TO ALL DEDICATIONS MADE BY ANO UPON SAID FINAL PLAT AS STA TED IN THE
CERTIFICATION OF DEDICATION AND OWNERSHIP SET FORTH HEREON, ANO DOES HEREBY SUBORDINATE ANY
INTEREST THAT IT MAY HAVE IN AND TO THE PROPERTY SUBJECT TO SUCH DEDICATIONS TO THE ENTITIES TO
WHICH SUCH OEDICA TIONS ARE MADE.
DATED THIS ____ jC_"I&, ____ DAY OF,~'.'.:....M~Jl ___ , 2004.
LASALL~l'1J'I~: :I#~ /
BY; _0::~!tt#~
Jii>!'iH WOHLREICH
#
STATE OF:::&-~---)
imoL ) SS
COUNTY Of -------)
THE FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS ___ ii!_ __________ DAY OF
..BM.Uil-----• 2004, BY JOSH WOHLREICH, OF LASALLE BANK, N.A.
WITNESS MY HAND AND OFFICIAL
SHEET 10
SHEET MAP
SHEET INDEX
I) DEDICATION /It CERTIFICATION
2) EXTERIOR BOUNDARY AND SECTION BREAKDOWN SHEET
3) SUBDIVISION LAYOUT /It LAND USE SUMMARY
4) DETAIL WTS 1-4/TIIACTS A, B, &: C
5) DETAIL WTS 5-10/TRACTS A, B, &: C
6) DETAIL LOTS 11-14
7) DETAIL LOTS 15-17
8) DETAIL LOTS 18-22
9) DETAIL LOTS 23-26
10) DETAIL COUNTY ROAD 115/RANCH COMPOUND/TRACT H
SURVEY NOTES:
1) DA TE OF SURVEY: APRIL 2002-AUGUST 2003
2) DATE OF PREPARATION: JULY & AUGUST 2003
3) BASIS OF BEARING: A BEARING OF N 01'06'00" W BETWEEN THE SOUTHWEST CORNER
OF SECTION 6, AND THE WEST J< SECTION 6, BOTH A FOUND BLM ALUMINUM CAP.
4) BASIS OF SURVEY: THE LAURENCE A.L. T.A· SURVEY PREPARED BY THE SEXTON SURVEY
COMPANY DATED 12/17/01, THE VARIOUS GLO SECTIONAL SURVEY MAPS OF TOWNSHIP 7 SOUTH,
RANGES 87 & 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, THE TITLE COMMITMENT PREPARED
BY LAND TITLE GUARANTEE COMPANY ORDER No. GW241256 EFFECTIVE DATE APRIL 18, 2003,
VARIOUS DOCUMENTS OF RECORD, AND THE FOUND PROPERTY, SUBDIVISION, AND GOVERNMENT
CORNER MONUMENTS, AS SHOWN.
SCA.LE f"=ZOOO' VICINITY MAP
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NOTARY PUBLIC I " ' . '1.lf"f• J! ___ ,,,, , ·""''"' SOPRIS ENGINEERING LLC
. ' ''"' I k/ ROSEMARY 'iEYNEiN
MY COMMISSION EXPIRES: _J.1£U!Jt_ ... Ak¥-l'USWC . .£T.'\T~ OF ILLiNOlS
MY ADDRESS IS: -----------------ief\.iK 'rn•01114i~il!'.
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
THE 6TH P.M.
ATTORNEY'S CERJ'IF!CATE
I, LAIYRENCE R GREEN, AN ATTORNEY .LICENSED TO PRACTICE .lAIY IN THE STATE OF CO.lORAOO,
00 HEREBY CERTIFY THAT THIS SUBDIVISION IS IN SUBSTANTIAL COMPLIANCE IYITH THE
CARFIE.lO COUNTY SUBDIVISION R.ECU.lATIONS ANIJ THAT A.l.l OED/CATIONS TO THE PUBLIC, AS
OESCRIBEIJ ON THIS FINAL PLAT ARE FREE ANO CLEAR OF ANY LIENS, CLAIMS OR
ENCUMBRANCES OF RECORD EXCEPT AS FOL.LOWS:
.. R->.f..!Lt.::.e' · ~+b ~ Di"i·" '<.!&~ c-+>!4...k..a.,"'1£1_L!'l,..uif,.~LS'..il'.'..:Jt'1-''°'" + , .
_4~ _ _c_<fL-flfY'~~f_JJ'~........11.l!fi~~-~_h,~-~L~f::i_.d!!I.~ tt'4,1....tll:..J1...~------------------
--------------;;;;;~~~~,, ::;;;~~~~~~~~~~--------------------
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OATE: __ @Jf1f._/. ___ J5: __ ~p_(l':i.-------------
'
BOARD OF COUNTY COMMISSIONERS' CERTIFICATE
THIS PLAT, APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF CARFIE.l/J COUNTY,
COLORADO THIS ___ iif..!J!i.!!.. DAY OF _ _l}j.11-k;.;.l.?... ___ , A.O. 2004, FOR FI.l/NC IYITH TH.E CLERK
ANO RECORDER OF CARFIE.lO COUNTY ANO FOR CONVEYANCE TO THE COUNTY OF THE PUB.l/C
IJEIJICATIONS SHOIYN HEREON; SUBJECT TO THE PROVISION THAT APPROVAL IN NO IYAY
OB.LIGATES CARFIELf) COUNTY FOR THE FINANCINC OR CONSTRUCTING OF IMPROVEMENTS ON
LANDS, PUBLIC HICHIYAYS OR EASEMENTS OEOICATEO TO THE PUBLIC EXCEPT AS SPECIFICA.l.lY
AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS ANf) FURTHER THAT SAID APPROVAL
SHA.l.l IN NO WAY OB/;/CATE CARFIE.lO COUNTY FOR THE CONSTRUCTION, REPAIR OR
MAINTENANCE OF PUB.l!C"YQCHIYAYS. APPROVAL OF THIS PLAN SHA.LL CREATE A VESTED
PROPERTY RIGHT PURSUAN'i'"•'{() ARTICLE 68 OF TIT.LE 24 CRS, AS AXENOEO.
"'··,po._'Af'.I( /)F\COUNT. y COMMISSIONERS
tJji' C4RFIFJ.lO Ci Y. CO.lORAOO
-~i _ .• /j,1/V . ;
BY: -c·"' ,g;,,;H,ffY ·t -~-::-=---------------
.aa 1'Af4',,.<, / \ , ·-;-··-.
f f \ I \ I ,/ \ L-;)(.\
WITNESS MY HANO ANO THE SEA.l Ofii THE tJ(ftUNTY OF QARFIE.lO. · >
ATTEST: ( Jf,;t:)/L~·· . 1 1 tZ;lz.&:i#~-------:--.....
C0l7Nf!'Y C.l ··-'" I/ .
"" "4"°"~ v
COUNTY SURVEYOR'S CERTIFICATE
APPROVED FOR CONTENT ANO Ji'ORM ONLY 4,Nf) NOT !l'-f{E ACCURACY OF SURVEYS,
CALCULATIONS OR DRAFTING. PURSUANT 'rO CRS. /191;(!1 38-51-101 ANO 102
(REVISED) ET SE({. ~· =,.__ .. _-• _
1 i )~= i /;} -\,""""'-~,,,_..;.;_-__c}!__.:: __ ~_:..:::: __ ~---------------
CARFIE.lO COUNTY Sl7RVEYOR
~lft"i _-_ •r -/, I oAr;}i __ f:JJTJ_L~:...~.:::::::::..i'.;:~!_~-------------
SURVEYOR'S CERTIFICATE
I, MARKS. BECKLER, 00 HEREBY CERTIFY THAT I AX A REGISTERED .LANO
SURVEYOR .LICENSED UNf)ER THE .LAWS OF THE STATE OF COLORADO, THAT THIS
PLAT IS A TRUE, CORRECT ANf) COXP.lETE PLAT OF THE RANCH AT COULTER CREEK
PU.O. AS .LAID our. PLATTED. DEDICATED ANO SHOIYN HEREON, THAT SUCH PLAT
IYAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME ANf) l7Nf)ER NY
SUPERVISION ANIJ CORRECT.LY SHOIYS THE LOCATION ANO DIMENSIONS OF THE
BOUNf)ARY, .LOTS, EASEMENTS. STREETS ANO ROADS OF SAID SUBDIVISION AS THE
SAXE ARE STAKED UPON THE GROUND IN COMP.l/ANCE IYITH APPL/CAB.LE
RECU.lAT/01S GOVERNING THE SUBDIVISION OF-~'\.._z::;.'S-!;,_ ~
IN .lfffl'NE::e:\ IYHEREOF I HAVE SET MY HAMl'JJ~f.,'iftJJ -~fffAf.Jl,. '.~· "1~-~~--DAY OF --1'-~~--------· A.O. 2004. .• II -" .....,~~ i:' ) ···ii""..--:ii·' '111. "{)_ · .D·· 1: -......... .. ----V..Uif -;::-~-~~ --------------
XARK S.1 1«CKLER. .l.~ #}I. 43
'<'1, e 'ti::%J!''.'V '' r1, . _,--__ :?-1 "'::_;7l ~l-h "->-Jkyf'" '\,\_}~'As,,;;:;~~~:':;;77''
CLERK ANIJ RECORDER'S CERTIFICATE
THIS PLAT IYAS FILED FOR RECORIJ IN THE OFFICE OF THE CLERK ANO RECORDER 1
OF GARFIELD COUNTY, COLORADO, AT----~~~-O'C.lOCK ..P_.N., ON THE_!}_!._"':::_
DAY OF __ Jltllt:... • Z004, ANO IS ~413 RECQjf/}EO IN PLAT BOOK ________ ,
PACE _________ , RECEPTION NO. ___ 1'1.I.... __________ .
,L . : .fl, / o;. H t/YL;J .A A" A . r11A.A .ML -:1.JU..... cZElKANJJ7iif:o"Ro'ET-7----------
~-; /fl,efA BY.· oiur+r!..-~----
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0
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LOCATED IN
I
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.~'r-----.-BUREAU OF LAND MANAGE £NT
"' COLORADO LAND SURVEY MONUMENT RECORD
FILED P£R THIS SURVEY
FOUND J" ALUMINUM CAP J< S1/S2 1985
BUREAU OF LAND MANAGEMENT
§I ~!
COLORADO LAND SURVEY MONUMENT RECORD "'I
FILED P£R THIS SURVEY
1
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CJ< SECTION 1
SET 2.5" REBAR & CAP LS. #28643
ESTABLISHED BY PROPORTIONAL MEASURE
COLORADO LAND SURVEY MONUMENT RECORD
FILED PER THIS SURVEY
FOUND J" ALUMINUM CAP J< S1 7985
BUREAU OF LAND MANAG£M£N T
-•o ~13
!'> 1~ ~; ., .
'"'
I COLORADO LANO SURVEY MONUMENT RECORD 1
FILED PER THIS SURVEY
FOUND 2" REBAR &
ALUMINUM CAP LS. #31944
BEARS1 S 39•44• E 31.0'
COLORADO LAND SURVEY MONUMENT RECORD
FILED PER THIS SURVEY
SEC '12
A
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THE RANCH AT COULTER CREEK
PORTION OF
& SECTION
SECTIONS 6
1 TOWNSHIP
COUNTY OF
& 7, TOWNSHIP 7
7 SOUTH, RANGE
GARFIELD, STATE
87 WEST OF
6TH P.M.
SOUTH, RANGE
88 WEST OF THE
OF COLORADO
THE 6TH
SHEET 2 OF 10/EXTERIOR BOUNDARY AND SECTION BREAKDOWN SHEET
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BUREAU OF LAND MANAGEMENT
COLORADO LAND SURVEY MONUMENT RECORD
FILED PER THIS SURVEY
~
< = ~J ~ N£ CORNER S£CnON 6
BAR LAZY Y, LLLP
804 PITKIN AVENUE
GLENWOOD SPRINGS, CO 81601
COULTER CREEK VALLEY RANCH LTD
P.O. BOX 1714
-FOUND J" ALUMINUM CAP ~. S6-S7 2000
BUREAU OF LANO MANAGEMENT
COLORADO LAND SURVEY MONUMENT RECORD
FILED 4/18/02 BY
BRIAN A. S1EINWINDER L.S. #J1944
FOUND REBAR & ALUM. CAP L.S. #15710
EXCEPTED AS A FAITHFUL ESTABLISHED
Eli. CORNER OF SECnON 6 & 7
' COLORADO LAND SURVEY MONUMENT RECORD
FILED PER THIS SURVEY
ASPEN CO 81612-1714
1832.93'
~ ~ G. BENNETT & JUDITH G.
~ SHOTWELL AND ~ CHRISTINE S. & KENNETH S.
boi SOULE
6065 S JASMINE STREET
ENGLEWOOD CO 80111
------NOT FOUND OR RESET ,'
1.....-LOCA TEO IN PLOWED
AGRICULTURAL FIELD
FOUND REBAR &
CAP L.S. #12770
FOUND REBAR &
CAP LS. #12770
S 00-53'45" E
14/J.O
' FOUND REBAR & 1,~ "'I CAP LS. #31944
8' FOUND REBAR &
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.,. 8~9.22' 530.35'
6
/II 89"40'02" w 1336.64' S 09•39'54" E 1334.01' ~· 5
FOUND STONE S6/S5/S7/SB__,,/7 :
7 B.L.M.
fl FOUND 3" ALUMINUM CAP S1/S6/S7 /S12 2000
~ FOUND 3" ALUMINUM CAP 1/4 S6-S7 2000
~ BUREAU OF LAND MANAGEMENT
..: COLORADO LAND SURVEY MONUMENT RECORD
BUREAU OF LANO MANAGEMENT "" FILED PER THIS SURVEY ' ~ : COLORADO LAND SURVEY MONUMENT RECORD
FILED 4/18/02 BY
BRIAN A. S1EINWINDER L.S. #31944 "'
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GINGERY L.S. #12770 <II
0
COLORADO LAND SURVEY MONUMENT RECORD ....
Fll.£0 PER THIS SURVEY 'I!
COLORADO LAND SURVEY MONUMENT RECORD
FILED 12/21/82 BY
MICHAEL D. HEIMBUCK L.S. #17488
~ '\
~~ ct
rj/(J
NE)1, SECnON 7
S£T REBAR & 2Y:z" CAP L. S. #28643
COLORADO LAND SURVEY MONUMENT RECORD
FILED PER THIS SURVEY
-~
FOUND REBAR & ALUM. CAP LS. #75710
EXCEPTED AS A FAITHFUL ESTABLISHED
S)fo CORNER OF SECTION 7 & 8
!lD COLORADO LAND SURVEY MONUMENT RECORD ~ FILED PER THIS SURVEY
~ ..:
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----- --------- --· ~-~~==-=--==;;-;;--__.,,__ -- --------- -.. ·---
S 89'14'21" 1T 1383. 74' N 89"41'18" E 1J.J9.64' s 99·~1·10" ,, 1338.40'
'
FOUND 3" ALUMINUM CAP Nll!ls S7 2000 J i
BUREAU OF LAND MANAGEMENT
COLORADO LAND SURVEY MONUMENT RECORD
FILED 4/18/02 BY
BRIAN A. STEINWINDER L.S. #31944
B.L.M.
FOUND 3" ALUMINUM CAP CJ< S7 2000
BUREAU OF LAND MANAG£M£NT
COLORADO LAND SURVEY MONUMENT RECORD
I FILED 4/18/02 BY
FOUND 3" ALUMINUM CAP N)le S7 2000
BUREAU OF LAND MANAGEMENT
COLORADO LAND SURVEY MONUMENT RECORD
FILED 4/18/02 BY
BRIAN A. STEINWINO£R L.S. #31944
SEC 7
•
FOUND #5 REBAR
BEARS: N 2 7YJ2' £ 5. 7'
ASPEN BLUE SKY
HOLDINGS LLC
P.O. BOX 8238
ASPEN CO 81612
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FOUND #5 REBAR & CAP I ~
MARKED "GINGERY" "Ls. #12770" I ~
BEARS: N 2S2J' E 12.4'
COLORADO LAND SURVEY MONUMENT RECORO I
FILED 4/18/02 BY I
-------------------_I ______________ . ------------, -
- - - - - - - - - - - - - - - - - -~ - - -~RIAN ~·-STEINW~NDER -L~S-!:~9~4-__ s 89"04'23" ,, 19'12.59'
B.L.M.
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DErECT IN THIS SURVEY WITHIN lHREE YEARS
AFTER YOU FIRSf DISCOVER SUCH DEFECT. 1N NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEA.RS FROM THE DATE OF CERTIACATION SHOWN HEREON.
HARRIETT MCKNIGHT CROSBY,
TRUSTEE OF THE
, HARRIETT MCKNIGHT CROSBY I
!REVOCABLE TRUST UNDER TRUST:
6515 79th PLACE
CABIN JOHN MD 20818
I
£li5 SEC710N 7
SET REBAR 2 )','' & CAP LS. #28643
BY PROPORTIONAL MEASURE
COLORADO LANO SURVEY MONUMENT RECORD
FILED PER THIS SURVEY
B.L.M. i
FOUND BLM BRASS CAP J< S7 /58 2000 1
COLORADO LAND SURVEY MONUMENT RECORD
FILED PER THIS SURVEY
P.M.
PROPERTY DESCRIPTION
A PARCEi. OF LAND SITUATED IN LOT 5 OF SECTION 1, IN TOWNSHIP 7 SOUTH, RA/I/GE BB WEST
OF THE 6th P.M .. wY:zsEY. E~wh AND LOTS 6, 7, AND 8 OF SECTION 6; N1/2/llE1/4, SW1/4/llE1/4,
AND NE1/4NW1/4. OF SECTION 7, ALL IN TOWNSHIP 7 SOUTH. RANGE 87 WEST OF THE 6th P.M.
SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE
Y. CORNER OF SAID SECTIONS 1 AND 6; THENCE S 89°37'39" E ALONG THE EAST-WEST Y.
SECTION LINE 5011.37 FEET, TO THE NE CORNER OF LOT 8 OF SAID SECTION 6; THENCE THE
FOLLOWING FOUR (4) COURSES ALONG THE BOUNDARY OF LOT 8 OF SAID SECTION 6;
1) S 00'50'11" E 1208.71 FEET
2) N 89°44'51" E 416.06 FEET
3) S 00·53'45" E 148.00 FEET
4) N BT29'09" w 1332.93 FEET TO A POINT ON THE EASTERLY LINE OF THE 1\#sE.V. OF SAID
stcnoN 6;
THENCE LEAVING THE BOUNDARY OF LOT 8 OF SECTION 6 S 00·45•32" E ALONG SAID EASTERLY
LINE OF wY:zsEJ4 1315.67 FEET TO THE Elf• CORNER OF SAID SECTIONS 6 AND 7; THENCE s
89"39'54" E ALONG THE SOUTHERLY LINE OF SAID SECTION 6 1334.01 FEET TO THE SOUTHEAST
CORNER OF SAID SECTION 6; THENCE LEAVING SAID SOUTHER/. Y LINE S 00·40'03• E ALONG THE
BOUNDARY OF THE NYl!NEJ4 OF SAID SECTION 7 1293. 79 FEET; THENCE CONTINUING ALONG SAID
BOUNDARY OF THE NY:zNEY. S 89.41'18" W 1338.40 FEET TO THE NEifo CORNER OF SAID SECTION
7; THENCE LEAVING SAID BOUNDARY OF THE NYl!NEY. s 00·23'04• E ALONG THE BOUNDARY OF
THE SwJr4NE.V. OF SECTION 7 1309.73 FEET TO THE Elf< CORNER OF SAID SECTION 7; THENCE
CONTINUING ALONG SAID BOUNDARY OF THE SwJr4N£Y. S 89"04'23" W 1342.59 FEET TO THE
CENTER J4 CORNER OF SECTION 7; THENCE CONTINUING ALONG SAID BOUNDARY OF THE SwhN£Y.
N 00'20'29" W 1324.14 FEET TO THE Nlfs CORNER OF SAID SECTION 7; THENCE LEAVING SAID
BOUNDARY OF THE swY4NEl4 s 8914'21" w ALONG THE BOUNDARY OF THE NEY4Nwh OF SAID
SECTION 7 1363.74 FEET TO Tl-IE Nwifa CORNER OF SAID SECTION 7; Tl-IENCE CONTINUING
ALONG SAID BOUNDARY OF THE NEY<Nw.V. N 00'42'31" w 1350.06 FEET TO Tl-IE wlfo CORNER OF
SAID SECTIONS 6 AND 7; THENCE LEAVING SAID BOUNDARY OF THE N£Y4Nwh ALONG THE
BOUNDARY OF LOT 7 OF SAID SECTION 6 Tl-IE FOLLOWING THREE (3) COURSES:
1) N a9·39'56" W 530.35 FEET
2) S 87'21'19" W 843.22 FEET TO THE SOUTHWEST CORNER OF SECTION 6
3) N 01-06'00" E 1327.25 FEET TO THE slfs CORNER OF SECTIONS 1 AND 6
THENCE LEAVING THE BOUNDARY OF LOT 7 OF SAID SECTION 6, ALONG THE BOUNDARY OF LOT
5 OF SAID SECTION 1 THE FOLLOWING THREE (3) COURSES:
1) N 39·21•15" w 1346.46 FEET TO THE SEifs CORNER OF SAID SECTION 1
2) N 001a·1a· w 1322.11 FEET TO Tl-IE Elfe CORNER OF SAID SECTION 1
3) N a9·59•3r E 1327.73 FEET TO THE POINT OF BEGINNING
SAID PARCEL OF I.AND CONTAINING 479.048 ACRES, MORE OR LESS
GRAPHIC SCALE
200 800
( IN FEET )
I inch = 400 ft.
SOPRIS ENGINEERING LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
1600
I
LOT AREA TABLE (UNITS ARE IN ACRES)
TOTAL BUILDING
LOCATED
r LOT 6
\ \ 21J,aJ6 sq.ft. I I LOT 7 4.909 acres
20J,ss1 sq.ft. \ \_ I
4.67J acres
I ------
TRACT B
59J.215 sq.ft.
13.618 acres
--
I -LOTS-
190, 163 sq.ft.
~ 4. 366 acres
,--LOT 9....__
194,419 sq.ft.
::----...... 4. 463 acres
I-LOT 8--...__
L
191,500 sq.ft.
4.396 acres
(
LAND USE DESCRIPTION AREA ENVELOPE
LOT 1 RESIDENTIAL 9.6J7 1.419
LOT 2 RESIDENTIAL 9.785 1.958
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 1.90J
LOT 7 RESIDENTIAL 4.673 1.942
LOT 8 RESIDENTIAL 4.396 2.006
LOT 9 RESIDENTIAL 4.463 2.190
LOT 10 RESIDENTIAL 4.460 1. 74.3
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
LOT 15 RESIDENTIAL 6.893 2.168
LOT 16 RESIOENTIAL 11.442 1.414
LOT 17 RESIDENTIAL 7.998 1.479
LOT 18 RESIDENTIAL 5.588 1.640
LOT 19 RESIDENTIAL 6.425 1.973
LOT 20 RESIDENTIAL 5.916 1.841
LOT 21 RESIDENTIAL 5.272 2.073
LOT 22 RESIDENTIAL 4.143 1.754
LOT 23 RESIOENTIAL 4.886 2.212
LOT 24 RESIDENTIAL 5.29.3 2.184
LOT 25 RESIDENTIAL 4.949 1.860
LQT 26 RE:i!QENTIAL 5.610 1.996
SUBTOTAL 156.451 50.895
ROW AREA TABLE (UNITS ARE IN ACRES)
GARFIELD COUNTY DEDICATED C.R. 115 RIGHT-OF-WAY
LAND USE
ROW 115
ROW 115
ROW 115
SUBTOTAL
DESCRIPTION
GARFIELD RIGHT-OF-WAY
GARFIELD RIGHT-OF-WAY
GARFIELD RIGHT-OF-WAY
ROW AREA TABLE (UNITS ARE IN ACRES)
THE RANCH AT COULTER CREEK P.U.D. RIGHT-OF-WAY
ROW COUTLER RIGHT-OF-WAY
ROW TOTAL
TRACT AREA TABLE (UNITS ARE IN ACRES)
LAND USE DESCRIPTION
TRACT A PRIVATE OPEN SPACE
TRACT B PRIVATE OPEN SPACE
TRACT C PRIVATE OPEN SPACE
TRACT D PR/VA TE OPEN SPACE
TRACT E PRIVATE OPEN SPACE
TRACT F PRIVATE OPEN SPACE
TRACT G PRIVATE OPEN SPACE
SUBTOTAL
ZONING TOTALS TABLE (UNITS IN ACRES)
LAND USE
LOTS
ROW
OPEN SPACE
TOTAL
COLJL TER CREEK
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY Wll'HIN THREE YEARS
,1>.FTER YOU RRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
8ASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DA TE OF CERTlflCA TION SHOWN HEREON.
TOTAL
AREA
0.226
2.734
0.043
J.OOJ
18.104
21.107
TOTAL
AREA
2.047
13.618
7.837
59.874
160.0.31
52.i09
5.212
301.489
TOTAL
AREA
156.451
21.107
301.489
479.047
479.048
FINAL PLAT OF: THE RANrH AT roTJTJTER rRRlRK P~lJaDa
IN A PORTION OF SECTIONS 6 & 7, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH P.M.
& SECTION 1, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.
194,292 sq.ft.
4.460 acres
ROW 115
1, B56 sq.ft.
0.043 acres
)
1--~
LOT 11
I 278,608 sq. ft.
6 . .396 acres
""' /
""' ~
"' "' L07' 12
339,525 sq.it.
7.794 acres
SHEET
SHEET MAP
COUNTY OF
SHEET
,-
LOT 3
I 234, 700 sq.ft.
5. 388 acres j
LOT 2
426,229 sq.ft.
9.785 acres
I
"-'
LOT 1
419,786 sq.ft.
9.637 acres
'
3 OF
GARFIELD, STATE OF COLORADO
lOLSUBDIVISION LAYOUT & LAND USE SUMMARY
ROW 115
9,858 sq.ft.
0.226 acres
TRACT E
6,970.941 sq.ft.
160.031 acres
THE RANCH AT COULTER CREEK
10
294,491 sq.ft.
~ 761 acres /. /
LOT 14
233,589 sq.ft.
5.362 acres
V/EWSHED/
SETBACK LINE
LANDSLIDE/
BOUNDARY
SHEET 9
I
20, 736, 499 net sq. ft.
476.045 net acres
\ 0
"" "'""'" ~~~
"" /
LOT 15 "'-.. / ~
300, 259 sq. ft. y 6.89.5 acres
/ '"-
L(}J' 16
498,413 sq.ft.
11.442 acres
ROW COULTER
788, 625 sq. ft.
18. 104 acres
LDT 17
348, 3B1 sq. ft.
7.998 acres
RJJJCE
EVAPORIATE
DEFDRMA TION
FAULT LINE
SOPRIS ENGINEERING LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
LDT l9 \
279,881 ·~ft.
6.425 acres
TRACT .D
2,608.106 sq.ft.
59.874 acres
\
/
\/
TRACT F
2,269,848 sq.ft.
52.109 acres
COULTER LANE
TRACT C
227,045 sq.ft.
5.212 acres
---
I
L
LOT 23
I 212.a13 sq. ft. \
, 4.886 acres
~ _,
I
I
tLOT 22
/180,458 sq. tt[
4.143 acres
-'
---I \ LOT 24 /
230,582 sq. ft.
\ 5. 293 acres j
\_ j
\
£VAPOR/ATE
------r--DEFORMA TION
-FAULT LINE
lOT 20
\
2;•7,699 sq.ft.
~'-916 acres
\
TRACT:;
341-1_.401 sq. fc'.
7. 6:J7 acres.
LOT 25 I 215.599 sq.ft.
4.949 acres
_J
I LOT 261
244, 352 sq. ft.
, 5.610 acres
1
300
GRAPHIC SCALE
0 150 300 800 1200
I -.-11!1-~I ~l~l•-·1 ----•I
( IN FEET )
1 inch = 300 It.
21185 03/05/04 21185-PLAT.OWG
•
)
•
\
\
/
SHEET 10
SHEET MAP
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
AC"f!ON BASED UPON ANY DEFECT JN Tl-HS SURVEY WllHIN THREE. YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACllON
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE TI-IAN TEN
YEARS FROM THE DA TE OF CERTIFICATION SHOWN HEREON.
·-S 89'37'39" E 1758.01'
COUNTY ROAD #115
RIGHT-OF-WAY
SEE IJGTAJL BELIJIY
S 86'33't5Q E --
/ 134.35'
LOCATED
TRACT E
6,970,941 sq.ft.
160. 031 acres
"/
/
2s.oo'
TRACT E
5,970,941 sq.ft.
160. 031 acres
\
\
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FINAL PLAT OF: THE RANCH AT COIJI,TER CREEK
IN A PORTION OF
& SECTION
SECTIONS 6
1, TOWNSHIP
COUNTY OF
& 7, TOWNSHIP 7
7 SOUTH, RANGE
GARFIELD, ST ATE
87 WEST OF
6TH P.M.
SOUTH, RANGE
88 WEST OF THE
OF COLORADO
THE
SHEET 4 OF 10/DETAIL LOTS 1-4/TRACTS A, B, & C
\ ' \~
I ' ' \ ~\
' '
10.0' IRRIGATION EASEMENT
CENTERED OVER EXISTING
/RR/GA TION DJ TCH
JHROUGH LOT 3
(SEE PLAT NOTE 8)
b
0 ,;
I~
w
N 90'00'00" £
485.00'
- -N 90"00'00" E 300.00'
LOT 3
234,700 sq.ft.
5.J88 acres
N 901JO'OO" W 300.00' --
bowl. lW
b~
8. ~In Q .
81 p "'
Q "' V)I a "<J-
25.00'
N 90·00'00" E 200.00'
39.73' .-160.27'
27.23' 172. 77' -·
10.0' IRRIGATION E:ASEMENT
CENTERED OVER EXISTING
IRRIGA T10N DITCH
JHROUGH LOT 2
(SEE PLAT NOTE 8)
S 24'35'11" E
',~-50.73'
N 89"54'19" E - -
' r \\!\\ () ·~\ ,,.
\\
'
30.00'----\
50.00'..l
_.384.67'
TRACT E
6,970,94 I sq. ft.
160.031 acres
'
\ \ 1
\ "'I ~
Ol tP r-~l (JI r-
N s1·:>~ E
---345,17'
--' ' ~J ,~ ll1
N 89"54'19" E ,..'
0
~1" "' 0 . "' "' . 00 . o~
\"
LOT I
419,786 sq.ft.
9.637 acres
' '
\ \
' '
784.94' BU/LO/NG
ENVELOPE
(TYP.) "'' ~ \;\ ~ ::: m tg ~
' • 0
I
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~-·\ '1 ,1;' / , ., 10. O' /RR/GA T10N EASEMENT ,
' I CENTERED OVER EXISTING ; I
!RR/GA TION DITCH /
I\ I THROUGH LOT 1 / "6"' /
(Sff PLAT NOTE 8) / ' 9,
11 ---------/,,,.,,,. " // -~-,,-' '' ;''$,,--
!II~ . r:::,; .. . I I:......----:::: CENTERLINE:
~ ~ : ./ 2:_.~· PRIVATE ACCESS
~-I , ......._~ 1 1 & UTILITY EASEMENT 'is c
~ "'-' ;'A"/ FOR LOTS 2 & 3 • Q -:::::-...._I I ..... c) ~<ij ,....,
g '°
' ~ "'
EASEMENT CURVE '!'ABLE
CURVE lENCTH RAoms TANC.ENT CHO RO BEARINC
.EC3A 126.43' 400.00' 63.75' 125.90' S 09'03'17" E
.EC3B 131. 73' 135.00' 71.64' 126.56' s 46.03'47'' .E
.EC3C 114.29' 135.00' 60.82' 110.91' N 49'45'47" IF
.EC30 111.48' 300.00' 56.39' 110.84' N 14•51•50" IF
.EC3.E 227.59' 140.00' 147.89' 203.34' N 42"21'08" E
.EC3F 134.16' 95.00' Bf.Of' 123.29' S 48°27 '56" IF
.EC3C 98.8f' 125.()()' 52.!5' 96.26' N 30•39 't7" E
EC3H 99.82' 140.00' 52.14' 97. 72' S 32"52 '28" IF
LOT LENE CURVE '!'ABLE
ClfRVE LEMJ'l'H RA oms 'l' AMJ.ENT CHO RO BEARIMJ
LC!A 33.f.56' 1495.00' 167.98' 333.86' N 71'08 '27" 'If'
LC!B 610.33' 555.()0' 3.f0.16' 580.04' s 46°02 '53" E
LC!C 140.86' 375.00' 71.16' 139.83' S 03•47' 56" E
LC2A 444 . .fl' 525.00' 236.50' 431.26' N 17"18'14" IF
LC2B 122.48' Sll7.5o' 61.75' 121.97' s 09"03'17'' I!:
LC2C 119.53' 122.50' 65.01' 114.84' s 46•o3'.f7'' &
LC20 124.87' 147.50' 66.45' 121.1Q' N 49•45'47" 'ff'
LC2E 116.13' 312.50' 5ll.74' 115.46' N 14•51'50" 'If'
LC4A 389.90' 475.00' 206.69' 379.05' s 18"02'19" I!:
LC4B 48.73' 125.00' 24.68' 48.42' s 16°38 '43" 'ff'
LC5A 287.52' 525.00' 147 . .f6' 2l13.94' S 19"42'44" E
££'61} 79.94' 50.00' 51.42' 71.70' N 7Q 022'.f5" IF
LC6E 31.26' 175.00' 15.67' 31.22' S 68"37'20" E
££'6F 31.92' 50.00' 16.53' 31.38' N 31"51 '.fl" I!:
LC!IA 159. 41' .f25.00' 80.65' 158.48' s 03'.(7'56" I!:
LC!1B 190.07' 605.00' 95.82' 189.29' S 23"32'39" E
LC!2A 348.45' 605.00' 179.21' 343.66' S 49'02'39" E
E.ctSA 126.79' 605.00' 63.63' 126.56' s 71"31!'53" I!:
LC!3B 277..(2' 1.f45.00' 139.14' 276.99' N 72"03'07" 'ff'
R.O.W'. CURVE TABLE
c-ClfRVE LENCTH RAoms TA.NC.ENT CHO RO B.EARINC
.RC1 47.88' 75.()0' 24.79' 47.07' N 31"5/'4!" E
RC2 116.96' 150. ()(). 61.63' 114.02' s 27°48 '.(9" 'ff'
RC2A 55.08' 150.00' 1!7.84' 5.f. 75' s 99•30 • 06" 'ff'
RC2B _61.90' 150.00' 31.40' 61.46' s 17•17. 54" 'ff'
RC7 410.42' 500.00' 217.57' 399.0()' s 18'02'19" .E
RC6 222.17' 300.()0, 116.46' 217.13' N 69'00'15'' I!:
RC9 41!3.25' 500.00' 1!25.24. .(10.72' S 17"18'14" E
RC!() 150.03' 400.00' 75.91' 149.15' S 03'47'56" E
RC/I 637.82' 58().00' 355.48' 606.17' S 46'02'53" E
ClfRVE TABLE
CURVE LENCTH RA Of US '!'A.NC.ENT CHO RO B.EARINC
'l'CA1 31.92' 50.00' 16.53' 31.38' N 31"51'41" I!:
1'CA2 39.15' 175.00' 19.66' 39.07' s 43•44 '30" 'ff'
'l'CAS QJ.23' 1!1!5.00. 41.06' 80.79' N 71'/3'1!2" 'ff'
1'CA4 31 . .26. 175.00' 15.67' 31.22' S 68.37'20" E
'l'CBt 47.13' 175.00' 23. 71' 46.98' s 13"11'3()" 'ff'
1'CB2 87.()5' 525.oo' 43.62' 86.95' s 00·43'37" 'ff'
'l'C/i't 77.90' 175.00' 39.81' 77.26' N 77"00 'tn" I!:
TC.F2 63.84' 100.00· 33.05' 62.76' N 31"51'41" E
1'C.F3 .f8. 73' 125.00' 24.68' 48.42' s 38°58 • 56" 'ff'
COUNTY ROAO 115 ClfRV.E TABLI!:
ClfRVI!: L.ENCTH RAOIUS J'.ANCENT CHO RO BEARINC
CRCI 159.57' 175.()0' 115.82' 154.f()' S 89'97 '39" E
CRCIA 25.03' 175.()0. 12.54' 25.01' s 77"50 '!3" I!:
CRCIB 25.38' 175.00' 12.71' 25.36' s 88°05'21" E
DETAIL
s 39·37'39•
6TH P.M.
OEL'l'A
18°06'34"
55°54'24"
48°30'23"
21°17'30"
93•08'2r·
00•54'51"
45°17'33"
4oa51'1t••
OEL'l'A
12•.f9 '19"
6s·oo·2a"
21•39'2(iu
48"30'03"
1{1'()6'34"
55•54'24"
.(8"30 '23"
21"17. 3()"
47"01 '52"
22"20'13"
31'22'41"
91"36. 28"
10"14 '04"
36.34'43''
21"29'26"
19•00·00"
33·00·00"
12"00'1!8"
11'00'00"
OELTA
36•34 '43"
44'40'25"
21"0!'51"
23"'38'34#
47"0!'52"
42°25'53"
48"30 'OS''
21"29 • .86"
63"()() '28"
O.ELTA
36°34'43"
12"49 '04"
go•41'06"
10"14 '04"
15°25'46"
9~90'00"
35•30'21"
36°34'43"
22"1!0 'IS"
OEL'f'A
52"14'41"
a•11'4o"
8"18'37"
S B7"5 7'00" W _J
-136.52' ,'~/ '~ /~~-67.65' 1758.01'
!;(]'<;' '~// / 1'1 ,v
TRACT E
6,970,941 sq.ft.
160.031 acres
SCALE 1" 50'
EASEMENT LENE TABLE
LENE L.ENCTH B.EARINC
ELSA 61.53' s 12°28 '53" ,,.
LOT llN.li.' TABLE
UN.Ii.' LENlJTH B.li.'AREMJ
lL1A 42.24. S 77"33 '07" E
LLIB 40.46' S 14°32'39" E
LL1C 1i>O.OO' N 04•13 '05" IF
LL2A 65.89' N 06.'"' '47'' Ji.'
LL2B 96.86' s 04"13 '05'' Ji.'
LMA 40.00' N 41"33 '15" IF
LMB 78.44' N 05°,9A'37" Ji.'
UfJA 88.80' N 41•ss'15" IF
UfJB 50.37' S 89.46'49" E
LLIOA 50.37' S 89"46'49" E
U!tA 85.89' N 06"56 '.f7'' E
LL11B 40.46' N 14•32'39" Jr
LL/SA 42.24. N 77"33 '07" Jr
R.OJY. llN.E TABLE
UN.Ii.' LENCTH BEARE NC
RLI 14.32' s 13'3.f'1tr ,,.
RL2 68.72' s 60•52'49" .E
RLS 59.99. s 34°.(f. 52" ,,.
RM 65.89' s 06°56' 47" 1r
llL5 40.46. s 14•33•39" .E
Rl6 41!.24. s 77"93. 07" .E
TRACT llN.E TABLE
LENE LEMJ'f'H BE.ARI NC
TI.At 13.73' s 13•94'19• ,,.
TlA2 .f5.51' N 60•53'49" 'If'
TI.AS 74.98' N 81'33'56" IT
TLA4 67.65' s R_<l".<l7'-"9" .E
TLBt 76.44' s 05°28'37'' 'ff'
TLB2 45.51' s 60'52'49" .E
TLC! 233.02' s 41'33 '15" I!:
J'f,Clf !12.36' N 87"35'29" E
'l'.lF! 111.60' N 19'34'/9" I!:
GRAPHIC SCALE
0 50 100 200
I ! I I
( IN FEET )
1 inch = 100 rt.
SO PRIS ENGINEERING LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
400
I
-I
)()
,,
-
LOCATED IN
30.00'
FINAL PLAT OF: THE RANCH AT COIJI,TER CREEK
A PORTION OF
& SECTION
SECTIONS 6
1, TOWNSHIP
COUNTY OF
& 7, TOWNSHIP 7
7 SOUTH, RANGE
GARFIELD, STATE
87 WEST OF
6TH P.M.
SOUTH, RANGE
88 WEST OF THE
OF COLORADO
SHEET 5 OF 10/DETAIL LOTS 5-10/TRACTS A, B, & C
N 89"59'37" E 30.00' 1327.73' S 89°37'39" E
....
(,)
i.\)
i.\) ,_... ,_...
·-N 89'59'37" E 200.00' -· ' IT" 89'59'37" E 1ss.ea·-\
f--30.00· \ ..
'.:'.!
"' I '
I"'
I LL7C
.,
LOT 7
203,557 sq. n.
4.673 acres
" v.
\ 1:>. \ '19 ..
<"
\
\
25.00'/ \
·~ -~~
BUILDING
ENVELOPE
(TYP.)
CENTERLINE
25.0' PR/VA TE ACCESS
& UTILITY EASEMENT
FOR LOT 8
-<
g ....
"' _,
"" •
,_
N 89'.21'15" W 319.81' --~ ,.-
\
N 89'59'37" E
rcc2
495.66'
LOT 6
213, 836 sq. ft.
4.909 acres
I
"'--R50.00'
10.0' /RR/GA TION EASEMENT
CENTERED OVER EXISTING
/RR/GA TION DITCH
THROUGH LOT 5
(SE£ PLAT NOTE 8)
-t I
I
TRACT B
593,215 sq.ft.
13.618 acres 100.00·-
75.00'
\-----.
------2'!>-'i..7"5
50.00'
LOT 8
191,500 sq.ft.
4.396 acres
N 89"21 '15" W
N 89'21'15" W
465.00'
S 89'21'75" E
350.00'
s 7?-J4·~
E
1127.73
LC6£ -1 /;: LL6D~{'j, i 1"
' "'
1 '~ .~ ~ ~~~=--:::;;0~7:.9~8:' --__£! ,, ·<:>').
RC4 --o I'_!___ 81 '33'55" l C51t c\O~ oi -------------w () ':>/1\ \ \ . ' 'fCB'r--e-l10-0~7.~9 ~;a_· -.._°'-_ RcJ <1.8 <}' c, ' 0'1-
TCB 107.98' ~-ii c,'1''r \
4 ~ ""fv y ,,.
Tc. a '<.;> 'I'
10.0' /RR/GA TION EASEMENT 1a ~'\ (} ">
CENTERED OVER EXISTING < <() <c'
/RR/GA TION DITCH ,;;-[j Q)
THROUGH LOT 6 (:' /;!/ Cj
(Sff PLAT NOTE 8) ""'f> ....,
TRACT A
89, 168 sq. ft.
2.047 acres
LOT 5
lii ~1-:q. ~ ;-..J co '"<;} ... -"' . in J {!? ::j
0
[;)~
I
I
\
190, 163 sq.ft.
4.366 acres
3\
fi_
........._ N go·oo·oo" E 22s.oo' ~c::::~"'-s:: ----o ni _ -~
50.00~,'
_J
N 90'00'00" W
415.33'
50.00'
t_ s 89'21 '75" £
S s9·21•15" E-242.48' I 375.00'
740.00'
LOT 9
194,419 sq.ft.
4.463 acres
(25.00'
---z.
~
' "'a :•c
"'o ~"' o-
0
"' ,__ 150.00' ----1 --. .-
50.00'
<6-4.
L -N 89"21'15" w
1--2s.oo'
N 89'21'15' W 286.64'
lcroe
S 89'21'15" E
LOT 10
194,292 sq.ft.
4.460 acres
I-30.00'
-~5.00'
R50.00'
269.55'
N 89°21 '15" W 1346.64'
R. O. If'. LINE TAJJ.l,E
LINE LENGTH BE ARI NC
RLI 14.32' s 13"3-4 '19" If'
RL2 68. 72' s oo•,.Ji!" ,,a.. R
RL3 59.99' S 34'41'52" TY
RIA 65.89. s 06·56 • 47'' ,,.
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LE.GAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AflER YOU FIRST DISCOVER SUCH DEFECT. !N NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DA TE OF CERTIFICA TlON SHOWN HEREON.
LINE
I ELBA
ELBB
LINE
TLBI
TLB2
TLC!
TLC2
TLFI
EASEMENT LINE TABLE TRACT LINE TABLE
LENGTH BEARING LINE LE NC TH BEAR/NC
55.94' N 61"42'31" E LL1A 42.24' S 7'1"33'07" E
21.79' S 44"11'26" E LLIB 40.46' S 14°32'39" E
LL!C 150.00' N 04°13 '05'' TY
LL2A 65.89' N 06"56 '47" E
LL2B 96.66' S 04'13'05" E
LUA 40.00' N 41"33 '15'' If'
LUB 76.44' N 05"28'37" E
LL5A 59.99' S 34"41'52" TY
LIBA 45.51' N 60"'"" 49" If'
LLBB 59.99' N 34"41'52" E
LI.8C 67.65' S 89°37'39" E
LLBD 13.73' s 13"34'19" If'
TllACT LINE TABLE
LENGTH BEARING
76.44' s 05°28'37" ,,.
45.51' S 60"52'49" E
233.02' S 41"33 '15'' E
92.36' N 87"25'29" E
18.60' N 13°34'19" E ..
LL7A 57.41' s 61"42'31" If'
LL7B 108.44' s 34°05'16" If'
LL7C 73.85' S 89"42'12" TY
LLBA 88.80' N 41"33 '15'' If'
LL9B 50.37' S 89"46'49" E
LLfOA 50.87' S 89"46'49" E
l
·-s 89'37'39" E 1758.01'
COUNTY ROAD #115
RIGHT-OF-WAY
SEE Qiff4lL BELO/I'
s 89'37'39"
67.65'
TRACT E
6,970,941 sq.ft.
160.0.31 acres
DETAIL
ROW 115
1, 856 sq.ft.
0.043 acres
S 89'37'39" E
TRACT E
6,970, 941 sq. n.
160.031 acres
SCALE 1" 50'
a( BUILDING ~ ENVELOPE
:" (TYP.)
"' ' ~
1n
\
I
"' ~I
100
\
GRAPHIC SCALE
0 100 200
( IN FEET )
1 inch = 100 ft.
SOPRIS ENGINEERING LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
S 89'37'39" E
1758.01'
400
THE 6TH P.M.
5011.37'
1758.07' -·
COUNTY ROAD 115 C'l/RVE TABLE
C'l/RVE LENGTH RADmS TAM:ENT CHORD BEARIM: DELTA
CIICt 159.57' 175.00' 85.82' 154.10. S 89"37'39" E 52'14'41"
C.RCIA 25.03' 175.00' 12.54' 25.01' S 7'1"50'13" E 8"11'40"
C.RCtB 25.38' 175.00' 12.71' 25.36' S 86"05'21" E 8"18'37"
EASEMENT C'l/RVE TABLE
CURVE LENGTH RAoms TANGENT CHORD BEARING DELTA
EC8A 15.04' 47.50' 7.58' 14.98' s 52'38'17" If' 18"08'29"
ECBB 16.13' 97.50' 8.08' 16.lf' s 39•49'39" ,,. 9•20'46"
ECBC 440.60' 322.50' 262.45' 407.13' S 05"03 '05" E 78"16'41"
' ECBD 39.91' 97.50' 20.24' 39.63' S 55"54 '58" E 23'27'04"
.lOT LINE C'l/RVE TAJJLE
C'l/RVE IJfNGTH 11Aoms TANGENT CHORD BEARING DELTA
LC2A 444.41' 525.00' 236.50' 431.26' N 1'1"18 '14" IY 48"30'03"
LC4A 389.90' 475.00' 206JJ9' 379.11/f' S 18"02'19" E 47"01'52"
LC4B 48.73' ' 125.00' 24.68' 48.42' S 16°38'43" IY 22'20'!3 ..
LC5A 287.52' 525.00' 147.46' 283.94' S 19"42'44" E 31"22'41"
LC5B 115.03' 125.00' 61.95' fff.02' N 6!"03'41" E 5. ... 43'.97"
l.cfJA 141.38' 225.00' 73.11' 139.07' s 00°26'00" IY 36"00 '08"
LC6B 60.51' 125.00' 30.86' 59.92' S 49•33•54" IY 27"44'04"
u:ec 69.02' 75.00' 37.17' 66.61' N 61"03'41" E 52'43'37"
LC6D 79.94' 50.00' 51.42' 71.70' N 78.22'45" IY 91"36'2 R"
l.cfJE 31.26' 175.00' 15.67' 31.22' S 68"37'20" E 10"14'04"
LC6F 31.-92' 50.00' 16.53' 31.38' N 31"51 '41" E 36°34'43"
i u:ec 39.15' 175.00' 19.66' 39.07' s 43•44 ~30'~ .,,. 12'49'04"
I .lCfJH 81.23' 225.00' 41.06' 80.79' N 7.1•1s'22" If' 20'4/'0tr
I LC7A 61.23' 50.00' 35.12' 57.47' s 20•44'()9" ,,. 70•09•45"
I LC7B 19.00' 60.00' 9.58' 18.92' s 52'38'17" ,,. 10•00'29"
LC7C 18.20' 110.00' 9.12' 18.18' s 38"49'39" ,,. .9.28'46"
LC7D 109.04' 335.00' 55.00' 108.56' S 24•45'48" IY f8"38'5tJ"
LC9A 178.92' 275.00' 92.76' 175. 78' N 71"34'51" E 37"16'40"
LC9B 156.64' 50.00' INFINITE' 100.00' S 60°28'23" IY 179"29 • 35"
LCIOA 392.83' 475.00' 208.43' 381.73' N 10•44•44" If' 4'1"23 ·o.:r
IctOB 105.16' 50.00' 87.49' 86.82' S 99•31'37" E f 20"30 '25"
IctOC 215.29' 325.00' 111. 76' 211.38' N 71"14 '33'' E 3'1"57'17"
fl O. If'. CURVE TABLE
I CURVE LENCTH llAJJms TANCENT CHORD BEARING DELTA
I llC1 47.88' 75.00' 24.79' 47.07' N 31°51'41" E so•a4 ",;/!:/ ..
i .RC2 116.96' 150.00' 61.63' 114.02' S 27"48 '49" IY 44°40'25" ' RC2A 55.06' 150.00' 27.84' 54.75' s 39"38. 06" ,,. .2Pllf'5f'"
.RC2B 61.90' 150.00' 31.40' 61. 46' s 17°17. 54" Ir .ZS-38'34"
.RCS 72.20' 200.00' 36.50' 71.81' S 71"13'22'' E 20"4!'06"
RC4 125.67' 200.00' 64.99' 123.61' S 80°26 '00" IY 36"00'08"
.RC5 48.41' 100.00' 24.69' 47.93' s 48°33. 54" ,,. 27"44'0·1"
RC6 92.03' 100.00' 49.56' 88.81' s 01·03. 41" ,,. 52'43'37''
RC7 410.42' 500.00' 217.57' 399.00' S 18"02'19" E 4'1"01'52''
.RC8 222.17' 300.00' 116.46' 2.17.13' N 09•00 • t5'' E 42'25'53''
RC!J 423.25' 500.00' 225.24' 410.72' S 1'1"18 '14" E 48"30'03"
.RCtO 150.03' 400.00' 75.91' 149.15' S 03'47'56" E 21•39'26"
TRACT C'l/RVE TABLE
CURVE LENCTH llAJJms TANGENT CHORD BEARING DELTA
TCB1 47.18' 175.00' 23.71' 46.98' s 13°11'30" If' 15"25'46"
TCB2 87.05' 525.00' 43.62' 86.95' s 00•43•3r· ,,. 9•30·00"
I TCB3 36.30' 75.00' 18.52' 35.95' s 48"33. 54" ,,. 2.'1"44 '04"
' TCB4 109.96' 175.00' 56.86' 108.16' <' ll0'.26 '00" ,,. 36"()0 • (}Ii" '
TCB5 63.18' 175.00' 31.94' 62.84' N 71•13 '22'' If' 20'4J'Otr
TCC1 56.38' 525.00' 28.22' 56.35' s sa·2a·40" E s•oa 'tt"
TCC2 120.63' 50.00' 131.04' 93.43' S 83"2'i''37" E 138"18. 47''
TCFf 77.90' 175.00' 39.61' 77.26' N 77"00 '10" E 25"30'21"
TCF2 63.84' 100.00' 33.05' 62.76' N 31°51'41" E "'"'34. 43"
TCF8 48.73' 125.00' 24.68' 48.42' s 38°58 '56" ,,. 22'JJO '13''
SHEET 10
SHEET 6
SHEET MAP
-
-
FINAL PLAT OF: THE RANCH AT COIIIJTER CREEK
LOCATED IN A PORTION OF
& SECTION
SECTIONS 6 & 7, TOWNSHIP 7
TOWNSHIP 7 SOUTH, RANGE
SOUTH, RANGE 87
WEST OF THE
COLORADO
L N 89"21 '1 Sn W
f--25.00'
-· ·-N 89"21 '15" W 286.64'
R50.00'
LL9B
LL10A
<c1os
S 89'21'15" E
LOT 10
194, 292 sq. ft.
4.460 acres
r30.00'
_ ~5.oo'
" \ a
d s °' a c5 0
~ .
' "' ) .,
269.55' l
b(8UILDING "? ENVELOPE ~ (TYP.)
"' ~
~ ~I
• E
7 3·22·zg
N O' 339.1
N 88"53'59" E
[-Jo.oo'
z
327.86'
GRAPHIC SCALE
0 50 100 200 400
~--1 ~1--.1----1
( IN FEET }
1 Inch = 100 ft.
NO!'lct: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY W'ITH!N THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACllON
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM TI-!£ DA TE OF CERTIRCA TlON SHOWN HEREON.
0 z ti "
0 ~ \ ...... .
0
0
0)
N ~ I~
0 o. ......
'
LOT 11
278,608 sq. ft.
6.396 acres
'>
/
\
4
2s.oo· --------\
i.1 ~
~
y
50.00'
/{"' • ,;>
/.P4'
"
('-...._ 25.00'
"'-..
I
I
I
I
1
)
"' ~o~<·
--
LOT 12
J39, 525 sq. ft.
7.794 acres
°<· "',,.
8UILDING _J"'
ENVELOPE
(TYP.)
0
~ l::l "' "' "' . 00 • C\
\~
' ' ~
' ' ~
' ' \~
' '
1,
COUNTY OF' GARFIELD, STATE
SHEET 6 OF 10/DETAIL LOTS
N 90-00'00" E 200.00'
J9.7J' ·-160.27'
27.23' 172.77' -·
I r
\fl\ ',;, , ..
88
OF
11-14
10.0' IRRIGATION EASEMENT
CENTERED OVER EXISTING
IRRIGATION DITCH
THROUGH LOT 2
(SEE PlA T NOTE B)
TRACJ' ft
'l
6,970,941 sq.ft.
160. 0-31 acres
/, '
~ --
N 89"54'19" E ''"°...__s 41 '02'52" E
352.57'
~
~ 71.99'
~ S 3310'20" E
' ---46.23' ~·~ U) LOT 2 ..,<J. 426,229 sq.ft.
\\' ca t-5 9. 785 acres ,·fi
\\\ ~ S 24"35'11" E ~ 50.73'
\ '
1 N 89°54'19" E
784.94'
N 89"54'19" E
BUILDING
E:NVELOPE
(TYP.)
50.00'
384.67'
30.00'~
I \
I ..,, -~ ~ s ·1 -(')
I
I
I I
I I ,.
LOT 1
10.0' IRRIGA nON EASEMENT
CENTERED OVER EXISTING
IRRIGA 1/0N DITCH
THROUGH WT 1
; ·;
/.(._<.,;
/ / £0~1
419,786 sq.ft
9.637 acres
s 87"57'00" w _j
-136.52'
./ )" ------/_.."'
(SEE PLAT NOTE 8)
/ -_______.-------_,.,,..F / / 4 --------! <;{/
' ;
' ft .' ___...--CENTERLINE
,' ~ 25.0' PRIVATE ACCESS
~0--.. ' • I & u nu TY EASEMENT
~~ 1 ~1 FOR LOTS 2 & 3 '---~/!'
;
",..
25.00'_/ l
-.....__ 50.00'
~
LOT 13
294, 491 sq. ft.
6. 761 acres
I , I 8 ..,.
'
I r
I
............_ 50.00'
SOPRIS ENGINEERING
CIVIL CONSULTANTS
LLC
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
TRACT E
6,970,941 sq.ft.
160.0.31 acres
LOT 14
233,589 sq. ft.
5.362 acres
~
/
WEST OF
6TI-I P .M.
THE 6TH P.M.
CURVE
BCffA
BC12A
Bct3A
Bct3B
Bct4A
CURVE
EC3A
EC3B
EC3C
EC3lJ
EC3E
EC3Ji'
EC3f7
EC3H
CURVE
RC9
RCtO
Rctl
Rct2
CURVE
LC/A
LCIB
LCIC
LC2A
LC2B
LC2C
LC2J)
LC2E
LCIOA
LC10B
LCIOC
LC!tA
lC11B
LCl2A
LCl3A
LC/3B
LCl4A
~-
BUILlJING ENVELOPE LINE TABLE
LINE LENC!TH BEARINC!
BLl1A 34.50' N 14"32'39" W'
BL13A 42.24' N 77"33'07" W'
LOT LINE TABLE
LINE LENC!TH BE ARI NC!
LLIA 42.24' S 77"33'07" E
LLIB 40.46' S 14"32'39" E
LL1C 150.00' N 04"13 'Oli" W'
LL2A 65.89' N 06"56 '47" E
LL2B 96.66' S 04"13 '05" E
LL9A 88.80' N 41•33'15'' W'
LL9B 50.37' S 89'48'49" E
LL10A 50.37' S 89'48'49" E
LLllA 65.89' N 08'56 '47'' E
LLl1B 40.46' N 14'32'39" 'fr
LLl3A 42.24' N 77"33'07" '/J'
i RO. TY. LINE TABLE ' I LINE LENC!TH BEARING
i RU 65.89' s 06.56'47'' .,
' RL5 40.46' S 14'32'39" E i
i RL6 42.24' S 77"33 '07'' E
BUILlJI.NG ENVELOPE CURVE TABLE
LENC!TH RAlJIUS TANGENT CHORlJ BEARING lJELTA
152.71' 630.00' 76.73' 152.34' S 21"29'!8" E 13'63'19"
304.43' 630.00' 155.25' 301.48' S 49'25'36" E 27",ff '12''
81.98' 630.00' 41.05' 81.92' S 73'49'27'' E 7"27'21"
247.62' 1420.00' 124.12' 247.31' N 72"33 '2..9" W' 9'59'28"
420.88' 1420.00' 211.99' 419.34' N 56.02'35'' W' 16.58'56''
EASEMENT CURVE TABLE
LEMlTH RAlJIUS !'ANGE.NT CHOBIJ BEAR/NC lJELTA
126.48' 400.00' 83.75' 125.90' s tHJ•o9 ·tr· E 1.a-ni:: •_q4••
131.73' 135.00' 71.64' 126.56' S 46-03'47" E 55"64'24"
114.29' 135.()Q' 60.82' 110.9/' N 4.9'45'47'' 1Y 411-.m•2.?u
111.48' 300.00' 56.39' 110.8..f' N 14•51'50" '/J' 27-,7•30··
227.69' 140.00' 147.89' ""3.34' N "'~?t 'J?RH Ii' n ·-'9"JI''
134.16' 95.00' 81.0f' 123.29' s 48'27'56" ., 80'54'6r'
98.81' 125.00' 52.15' 96.28' N .?n-..'fl.a't7"' II! 11 f_Q.fl°'
99.82' 140.00' 62.14' 97.72' s 32"52'28" ., 40'51'11"
RO.W'. CURVE TABLE
LENGTH RAlJIUS J'ANCENT CHOJW BEA.RI.NG DELTA
423.25' 500.00' 225.24' 410.72' S 17"18'14" E 48'30'08"
150.03' 400.00' 75.9!' 149.15' S 03'47'56" E 21•29'28"
637.82' 580.00' 355.48' 606.17' s 48-02'53" E 63.00'28"
1103.24' 1470.00' 579.06' 1077.53' S 56'03'06" E 43"00'03"
LOT LINE CURVE TABLE
LENCTH RAlJJl/S l'ANCENT CHQJW BEAR/Ml DELJ'A
334.58' 1495.00' 167.98' 3.'13.118' N 7/'0R '27'' 'fr 12"49'11}"
610.33' 555.00' 340.16' 580.04' S 46-02'53" E 83"00'28"
140.66' 375.00. 71.16' 139.113' s 03"47'56" Ii: !IP91J •36"
444.41' 525.00' 236.50' 431.26' N 17"18'14" '/J' 48'80'03"
122.48' 387.50' 61.75' 121.97' S nD'03'17" E 18'06'34"
119.53' 122.50' 85.0t' 114.84' S 46'03 '47" E 55"54. 24"
124.87' 147.50' 66.45' 121.18' N 49•45• 47'' '/J' 411'30'23"
118.13' 312.50' 58.74' 115.46' N 14"51'50" W' 31•17'90 ..
392.88' 475.00. 2fJR.43' 881. 73' N 16'44'44" 1Y 47"23'02"
105.16. 50.00' 87.49' 86.82' S 89" 31'37" E 130'30, 25''
215.29' 325.00. 111.76' 211.38' N 71"14 '33" E 37"57'17"
159.4/' 425.00' 80.65' 158.48' S 03"47 '56" E 21'29'26"
190.07' 605.00' 95.82' 189.29' s 23•32'39" E 18'00'00"
348.45' 605.00. 179.21' 343.66' S 49-02'39" E 83'00'00"
126.79' 805.00. 63.83' 126.56' S 71'32'53" E 12'00'28"
277.42' 1445.00' 189.14' 276.99' N 72"08 '07'' 'fr tt•oo •nn••
807.08' 1445.00' 414.36' 796.81' N 50'33 '06" W' 32"00 '03"
SHEET 10
SHEET MAP
..
\
J
j ..
'
GRAPHIC SCALE
50 100 200
'
I I
( IN FEET )
1 inoh ~ 100 ft.
SOPRIS ENGINEERING LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
NOTlCE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON l\NY DEFECT IN THIS SURVEY 'MlHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN TI-115 SURV£Y SE COMMENCED MORE mAN l'EN
YEARS fROM THE DAIE OF CERTIFICATION SHOWN HEREON.
LOJ' 14
233,589 sq.ft.
5.362 acres
203.41' _L
2:
---,..---1..,.8 J -"' "" 25.00' ~~
0 '
I
2:
0
0
-"' " <d
' z " 0
0
0 ..,.
l\)
c.u .....
'
::;;!
"' '" µ,
0
0
400
I
.....
c.u
Cll
0
0 \ Ol -
1_
LOCATED IN A PORTION OF SECTIONS 6 & 7, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE 6TH P.M.
& SECTION 1, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P .M.
COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 7 OF 10/DETAIL LOTS 15-17
SHEET 10
s
SHEET MAP
374, !8
- -336::;2'
-N Brts'o9" E Csoo~
\,
UTILITY ZONE Cll.RVE TABLE
UZC! I f60.4f' 886.oo· 76.39' f60.23' N 87"28 '36" E 9"'44'!6"
"" 1'
~ ""' ,.,,
~
""
s 8914'21" w
25.00'_/
LOJ' 15
300.259 sq. ft.
6.893 acres
""'" 't _,
'Z
"" "" /
' <(,
•O' '
"" "" ,~ (lo,. "' ~
435.00'
"" ~
.......__ ~
50.00' ~
J C'7S4~
~ "? /
~"<, <l'' o;
'\> 8 "'?r "•· -.ft...
8UILOING _/
ENVELOPE
(TYP.)
-... ....--
LOJ' 16
498,413 sq.ft.
11.442 acres
s 8914'21· w
s 89°14'21" w
(
UZC2
"' /0, , ...
/J
/::/ /"'
"1' S,, .
I 42f.30' 886.oo·
8CJ7A ---
50.00' j I
25.ao· I
2s.oo·--
al 0
0
LOT 17
348, 381 sq. ft. "'I
7.998 acres
"' ~I "' ~ '-?• "' 0 ... ~I .......__
\ 25.00'--
!%>. I
.......__
..j
R50.00'
574.79'
1363.74'
"' "' cj
"' "'
"' ' "' !"
<o
t'>
8
(/)
214.72' 4f'1.33' N 68"68 'ff" E
TRACT /i,'
6,970,941 sq.ft.
160.031 acres
--I
I
I
I
I 0
"' "'
I
<o ;;; ~ " <o
'
UZC1
OJ'
' ' ifll~ "' . !"11~ gi "It
"i
I !1l
~
D
0
__ ~~'2_3'01 "_E __
150.00'
I "'
I
I
~
2:
0 "'0 ~ t;;
-c:; -"'
\
~ s:!!'.OLR 156_30 •
2'1"!8'31"
"S-..._ s -"8~4· ~ 13"
TRACT C 1 56.3~ .o~R
341,401 sq.ft. 156_ 'O' ---..__
'
7.837 acres ..,, "'"'..
---. ,..-s 89"14'21" w J53.95'
TRACT .D
2,608,106 sq.ft.
59.874 acres
Cll.RVE
BCl5A
BCl6A
Bct7A
Cll.RVE
I.Cf4A
IC/6A
IC/6A
Lct'? A
Lct'?B
Cll.RVE
J'Cj)f
TCD2
TC.Et
TCE2
TCE3
TCEIO
TC.Elf
TCE12
TCE13
J'C.Ef4
J'CF4
TCF6
TCFfJ
TC/i'7
TCF8
TCF9
TCC3
TCC4
nt;'5
TCll8
TCC7
Cll.RVE
.RC12
.RC13
.RC13A
.RC13B
.RC14
.RC14A
RC/4B
.RC16
.RC24
RC26
RC25A
RC26B
RC26
RC27
RC29
.RC30
LENCJ'H
279.54'
213.85'
f35.f2'
LE NC TH
807.08'
339.82'
254.86'
f76.99'
115.08'
LENGTH
225.80'
199.3'1'
93.90'
170.88'
265.83'
18f.6f'
230.47'
f20.21'
242.'12'
671.71'
78'1.45'
13f3,80'
280.6'1'
339.96'
3'18.13'
363.70'
f8'1.04.
f88.!5'
229.33'
338.7./'
434.09'
LENGTH
1103.24'
f353.14'
'1'11.81.
681.33'
2'15.26'
33.82'
24f.43'
232.80'
25f.86'
389.77'
134.39'
235.3'1'
208.3f'
220.86'
358.44'
393.89'
J'RACJ' F
2.269,848 sq.ft.
52.109 acres
\Gc;3
100.00· ci1 / \<_,_-
s 89'52'34 • E -~ -----/ ------<>--<>-~1_0~0.~o_o·_--e--__,,___-~o
100.00'
BUIUJ.INC ENVEUJPE CURVE TABLE
.RAlJI[!S TANCENJ' CHO.RO BEA.RING
910.00· 140.88' 278.44' S 44"18'03" E
910.00. f07.32' 213.fB' S 64•31J'21" E
9f0.00' 67.68' f34.99. s '18'44'46" ..
LOJ' LINE CURVE TABLE
.RAJ)f[!S TA.NCENT CHO.RD BEARING
1445.00' 4f4.38' '196.61' N 50'""'0tr 'IT
885.00. f72.03' 337. '13. S 45'33'04" E
885.00' f28.32' 253.98' S 64'48'04" E
885.00' 88.29' 1'15.70. S 78'44'54" E
50.00' 11f.96' 91.3f' S 09•10 '0'7" E
TRACT CURVE TABLE
.RADf[!S TANGENT CHO.RlJ BEA.RING
225.00' f23.31' 218.2'1' S 49"30'44" E
150.00' 11'1.52' 185.02' N 40'09 '36" 'IT
60.00' 68.3f' 80.89. N 09"17 '35'' Ir
175.00' 92.80' f63.98' s 50•1'1'59" .E
200.00. 158.69' 246.89. N 40•09 • 38" Ir
280.00' 94.83' f77.86' N 70'0'1'26" E
280.00' f23.42' 222.99' S 64'28 '67'' E
335.00' 80. '18' 119.56' N 85'28'14" E
880.00' 122.6'1' 241.44' s 85'.9!'28" ,,
885.oO' 296.23' 66f.82' N '13'48 'f9" E
1496.00' 403.09' '1'18.37' N 49•38'28" Ir
835.00' R.'17.f9' f/82.41' S '79'3'1' 34" E
'130.00' f3f.69' 269.f9' s 85'31'28" ,,
285.00. 193.48' 320.15' N 41'3./ '45'' E
4"".00. f99.49' 388.43' s 29•59'.?4" 'IT
220.00' 228.28' 3f8.82' N 08'29 '10" E
2fo.oo· 88.22' 182.87' N 87"20 '12'' E
2f0.00' 99.89' 180.11. s 64"""'.'!:7" E
335.00' 119.98' 224.88' N 27"0f'tt" E
./30.00. f'18. 7f' 330.05' s 29"58 '34" ,,
2'10.00' 280.18' 388.82' N 06"'xi '10" "
.R. 0. ,,_ CURVE TABLE
.RADf[!S TANGENT CHO.RlJ BEA.RI NC
1470.00' 679.06' 1077.53' S 59•03'08" E
880.00' 882.25' 12f'1.8t' S '19"37'34" E
860.tJO' 111.oe· '1./8.17' s Rf>"f5'4r' E
880.00' 302.28' 6'10.32' s 74"39'49" ,,
200.00' 184.44' 264.04' S 38'./8'37" E
200.00· f8.95' 33. '18. S 0./'13'·""" E
200.00' 137.88' 227.04' S 43•39'15" E
176.00' f37.10' 215.85' N ./0'09'38" Ir
'10.'i:, 00 ' f27.18' J!5fJ.3t' s 85'3!'28" ,,
310.00' 210.45' 348.23' N 4f'34'45'' E
310.00' 88.3'7' 133.34' N 63"!9'5r E
310.00' f23.69' 22.9.76' N 29'09'34" E
235.00' fff.65' 9£11.56' S 64"38'57" E
235.00' 119.34' 212.82' N 63"!3'01'' E
455.00. 1fl.0./0. .•1.0.21' s 2!>'58'34" 'IT
245.(}0' 264.22' 352.82' N 06'29 'to" E
DELTA
f7"98'02"
1a•27·oa11
[J",Ol'l '28 ..
DELJ'A
n "tlll"
22"00'00"
tt1•ao ·oo"
tr.90 ' 3/J"
f31'52'0tr
DELTA
6'1"28 '68"
'18'09'14"
10'1"35'46"
55'62'2'7"
76'09'f4"
40"fJ{J '()0"
50•,,,7'1.f ..
ao·aa·a,,;··
'05"
3'1"00 • 47"
ao•10 '.tf4''
90'09'M"
2fJ'27 ·os·
81r2tJ '32''
-t,.tr¥JB '10 ..
92"06'57"
45'3./'28"
50'./7'!./"
39"13 '24"
./5'()8'f0"
n '5r·
DELTA
43"00'03"
90"09'00"
.'i:f'25'13"
311•43. 4'7"
78'51'11"
_0-Af'flJ"'
89.09'55"
76'09'14"
30'3'7'fl5''
88'30'32''
24•50',er•
43•30'1r
50•47'14••
63"50'./9"
45"08'-rn••
92"08. 5'7"
' J
J -
'
100
R50.00'
1363. 74'
0 ..
I
I
I
~
\
-. --
GRAPHIC SCALE
100 200
( IN FEET )
1 inch = 100 ft.
SOPRIS ENGINEERING
CIVIL CONSULTANTS
J5J.95'
£XCLUSIV£
FIRE DISTRICF
AN7ENNA£
SITE £AS£M£NT
EXCLUSIVE ACCESS
& U11/L TY EASEMENT
FOR TH£ B£N£FIT OF
THE FIR£ DISTRICT
400
LLC
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
( 970) 704-0311
NOTICE: .4CCOROING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY \li1THIN THREE YEARS
AFTER YOU F1RST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY AC"TION
BASED UPON ANY DETECT IN TI-ilS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DA TE OF CERTlFICA TION SHOWN HEREON.
FINAL PLAT OF:
THE RANCH AT COTJliTRR CRJ\l\K
LOCATED IN A PORTION OF SECTIONS 6 & 7, TOWNSHIP 7 SOUTH, RANGE 87
& SECTION 1, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE
TRACT 1J
2,608, 106 sq.ft.
59.874 acres
COUNTY o:F' GARFIELD, STATE OF COLORADO
SHEET 8 OF 10/DETAIL LOTS 18-22
T 4
SHEET 10
s
SHEET MAP
1cE9__.----...._ __ _
-1~ -"' al cl "' 9> !'> .. t\~ ... ... ... . "' • . "'
~
\ ~
~ ~ ~c;. ,.
R50.00'
~~ ~
N 90'00'00" E "--.
TCcs
so.oo·
o~ -~, LL18A
0 0 II) ....
QIO :" S~ pld C:~ Be<t.8-....
O lO 10 6°.2..._ '19""-
0 - ----"' -·CJ'J' ~<-.._ 8A
z 50.DO' "' .,___ -'"" :!E
N 90'00'00" L -'i:' ~ I ,//
30.00' -
' ' I I ,.,' . 1~1
'I'-'
I llLlj
i ' ' I\\
•\ I I
I I \
\ \ \
\ \
\ \
I \
\'0 ,~ ..... \
1;..o-f&'
\%~i
\ \~\
I I I
\ \ \ ' \ \ ' ' \
R50.00'
\
z
~
\1.
~
"'·
\'' \
'
\'6\
~\ ._,
""
f
LOT 18
24.3,427 sq. ft.
5.588 acres \
\
' .Y
205.00 --\ 7 az' ~ , 64 . \ 25.00'1 •• 'II 79•0'\'0~
\ ___ --~ ~ 511.Bz' -\
N 79-01'05" --· l __ zs3.9'\
'05" E .-----;-: ..... £. N 79-01 _____..."' 79·01 o, 2s.oo·
\
\
CENTERUNE
TRACT C
J41,401 sq.ft.
7.837 acres
25. O' PR/VA TE ACCESS
& UTILITY £AS£M£NT
FOR LOT 19
\
\
LOT 19
279,881 sq.ft.
6.425 acres
\
N 89'04'2J" £ 514.48'
s 89"04'23" w
BUILDING/
ENVELOP£
(TYP.)
\
LOT 21
229,628 sq.ft.
5.272 acres
I
I
_;; R50.00'
...-
\
"' "' ::;
R75.00'
LOT 20
257,699 sq.ft.
5.916 acres
45.00'
\
\
• 1!
I
\
\
8 ,-26'06" E N ' 365.73
25.00'
LOT 22
180, 458 sq. ft.
4. 14.3 acres
N 90'00'00" W 289.77' --
\~N 89"59'56"~150.1!__
25.00' -
1342.59'
s 89'59'56' £
531.13'
TRACT C
.341,401 sq.ft.
7.837 acres
~I "' 6
~l
(/)
"' 0 --0 "' ~I 0 • rv co " .
"' 0 ...
trl
25.00'-I
"' 0
0
'5
~ ...
"'
..... c.u
0 ... <O
" ...;z !O c.u "' °'
'·
i
Vl
0
0
'5
"' a ... •
"'
~
!lO -"'
Pa1J~D~
WEST OF THE 6TH P.M.
6TH P.M.
EASEMENT LINE TAB.LE
I LE.NCTH I BEARE.NC
EL19A I 89.59' I N 23'14'11" E
LOT .LINE TAB.LE
.LINE LENGTH BEARING
£L18A 81.77' s 89"39'31" ,,
LL18B 1'1.12' N 55"17'20" H'
LL21A 17.!2' N 55"17' 20" ff
R. 0.11'. .LINE TAB.LE
.LINE .LE.NCTH BEARE.NC
RL7 70.42' N 55"17 '20" H'
.RL7A 10.00' N 55"17 '20" H'
.RL7B 60.42' N 55"!7'2()" H'
s 89°41 '18" w 1338.40'
EASEMENT CURVE TAB.LE
CURVE LENGTH .RAJ)JUS TANGENT CHORJ) BEARING lJELTA
ECl9A 181.90. 200.00' 68.45' 129.52' s 04'20'34" H' 37'47'18"
Ji'ECI 52.36' 50.00' 28.8'1' 50.00' N 83'14'09" E so•oo •n.fl''
BUIL.O.fNG ENVELOPE Cl!.RVE TABLE
CURVE .LENGTH .RAlJlllS TA.NC ENT CHORlJ BEARE.NC lJELTA
BC18A 118.41' 190.00. 61.20' 116.50' N 66'27'07" E 85"42'22"
BC20A 120.25' 100.00' 68.60' 113.13' N 80'31J'58" E 68'58'58"
BC21A 62.68' 150.00' 31.81' 62.28' s 89"47'59" H' 23'56'85"
BC22A 182.28' 74.01' 92.00' 115.88' N 18'15'49" E 102'22'06"
R 0.11'. CURVE TAB.LE
CURVE LENGTH RA·lJlllS TANCEN1' CHORJ) BEARE.NC lJELTA
RC/4 275.25' 200.00· 164.44. 254.04' s 30-48'3'1" E 78'5!'11"
RC14A 38.82' 200.00· 16.95' 33.78' S 04"/8'39" E 9-Vf'tfJ''
RC14B 241.43' 200.00· 137.88' 327.04' S 43•39 '15" E 69'09'55"
RC15 232.60' 1'15.00. 137.10' 215.85' N 40'09'88" ff 76'09'!4"
.RC16 407.92' 140.00' 1228.54' 278.18' S 85"38'20" E 166"56. 42"
.RC18A 181.86' 140.00' 106.32' 169.34 1 S 39"17'48" E 74'25'84"
RC18B 228.07' 140.00. 146.29' 202.29' N 57"13'5:r E 92'81'08"
RC17 816.95' 200.00· 202.81' 284.81' s 58'22'18" ,, 9()'47'57"
RC17A 82.86' 200.00· 42.04' 82.27' s 22'50 '29" ,,. 23'44'21"
.RCl7B 234.08' 200.00· 182.53' 220.95' s 68"14'2/J" ,,. 67'08'37"
RC/8 148.43' 100.00• 87.20' 181.44' N 3'i"OR'26" ff 82"/(). 38"
RC19 58.47' 50.00' 33.10' 55.20' JI 21•47'10" H' 8roo·2r
RC2o 153.81' 125.00' 88.34' 144.29' S 23'81'58" E 70'29'57"
.RC21 42.75' 200.00' 21.46' 42.67' JI 52'89'82" ,, 12"/4'49"
.RC22 190.39. 50.00' 144.52' 94.5()' N 24"22'51" E 218'10 • 03"
.RC23 45.24' 100.00' 28.01' 44.85' S 7.1"44 '83" E 25'55'14"
..
TRACT CURVE TABLE
CURVE LENGTH .RADllJS TANGENT CHO.RD BEARING lJELTA
rem 225.60' 225.0()' 123.31' 216.27' s 49•30. 44" E 57'26. 58"
1'ClJ2 199.37' 150.00' 117.52' 185.02' N 40'09'36" ff 7s•oa·14"
J'C.[)3 167.16' 165.00. 91.55' 160.10' s 3r()6'23" E 51"'f1P • ..JR"
7'CEI 93.90' 50.00' 6!J.3f' 80.69' N 09"17'35" H' 107'85'45"
1'CE2 170.66' 175.00' 92.80' 168.98' S 50'17'59" E 55'52'27"
TCE3 265.8/f' 200.no· /ifB.69' 246.69' N 4fi•'"".96" ff 7fl'fl9'/4"
7'CE4 109.[14' 115.00' 59.58' 105.80' S 29"28'18" E 54"46'37"
1'CE5 8!1.42' 50.00' 81.00. 77.34 1 JI 76"30'88" ,,. 101"/9 • 08"
J'CEB f46. !i!R • 115.0()' 84.89' 136.60' N 47'34'25" E 72'53'12"
J'C/!:7 54.82' 225.00' 27.29' 54.!9' s 17'53'16" ,,. f_fl•-19 I 5G'
7'CE8 88.55' 50.00' 61. 17' 77.42' s 34•42'40" ,, 101'28'19"
TCE!J 224.44' 2?5.00' 122.55' 215.25' s 73'!1. 41" H' 5'J"'(}9'f1n
LOT LINE CURVE TABLE
Cl!.RVE LE.NCTH .RAJ)IUS TANGENT CHORJJ BEARING
.LC18A 119.60' 50.00' 127.10' 93.06.
.LC18B 219.27' 165.oo' 129.24' 208.48'
.LC18C 26.60 • 175.00' 13.88' 26.57'
.LC18f) 80.70' so.oo· 15.85' 30.22'
IC18E 29.24' 2 .oo· Ill. 5. ' 27. o'
.LC18Ji' 1!14.57' 150.00' 106.0t' 173.14'
.LC!IJC 37. 41' 1'15.00' 18.77' 37.84.
lC20A 158. ,. 75. 129. 7' 129.77'
lC21A 128.77' '15.00' 86.Bfi' 113.53'
lC21B 32.50' '15.00' 16.51' 32.25'
.LC21C 26.82' 225.00' f .42' 26.80'
IC21lJ 123.04' 100.00· 70.67' 115.48'
IC21E 87. 71' '15.00. 49.65' 82.80'
lC21Ji' 30.70' 50. o· 15.85' 3().2. .
LC21C 158.92' 175.00' 85.41' 158.51'
lC21H 107.57' 75.00' 65.40' 98.58'
lC21I 123.97' 50.00' 145.48' 94.57'
IC22A 179.2!1' 125.0 . t 9.0 . 164. t' 82"/0' ..
IC22B 18'1.88' 50.00. 256.59' 98.15' 167'56'47"
.D
-)
I
I
I
!
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN ltllS SURVEY WITHIN THREE YEARS
AFTER YOU ARST 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.
TRACT E
6,970,941 sq.ft.
160. 031 acres
TRACT F
2,269,848 sq. ft.
52.109 acres
....___ S 89'52'34" E
---e---___:::...e----------100. 00'
100.00'
R50.00'
"-'
' -~ " OI 0 "' "' "' 8 ..
"'
FINAL PLAT OF: THE RANCH AT COIJIJTER CREEK
LOCATED IN A PORTION OF
& SECTION
SECTIONS 6
1, TOWNSHIP
COUNTY OF
& 7, TOWNSHIP 7
7 SOUTH, RANGE
GARFIELD, STATE
87 WEST OF
6TH P.M.
SOUTH, RANGE
88 WEST OF THE
OF COLORADO
5 89'52'34" E 230.14' <CG\~~ ........ ,_~~~~~~~~---<>
' 5 a9·52'34• E
---------"-e-s s9·52'34• £ 273.44'
sITTr21"E 262.81' \
1-25.00'
b
,.\
0
" I >j LOT 23
212, 813 sq.ft.
4.BB6 acres
lw \
'io I~ 8
~\ b o.
z
\ \
L
N 89'39'54" --W-340.11'
435.00'
N 89'39'54" W 670.00'
75.00'
SHEET 9 OF 10/DETAIL LOTS 23-26
S 89°39'54" E
5 89'39'54" E
s 89'52'34" f
COULTER LANE 870.46' ------s 89"52'34" E
300.00'
872.64'
510.41'
597.01'
210.41'
R50.00'
~GG2o
-----0
1334.01'
<ii (j
"' 'v <,..,,__.,.."' <»__,
CZ5A "'-·o ~ .. ~~
s 89'39'54" E
,_;. S a9·39'54• E '"·~~-----~
<"
50.00'
143.80'
461.37 -,
150.00'
l
S 89"39'54" E 245.37'
_l
I
81
t-------40.00' -I "'
25.00'---
LOT 24
230,582 sq. ft.
5.29.3 acres
235.00'
75.00'
25.00'
•w
'io
I~
0
z
I I
i-
~ ~ .
S 89".39'54n E
LOT 25
215, 599 sq.ft.
4.949 acres
N s9·39'54" W --
.360.00'
:1. 0 . g 0
;31 ~ :g ~ ~ Lt)
8
"'
360.00'
25.00' --1
· I , I -~' ;Jt-100.00' t.w .., " ~ ~ ! ' ~ ~ -~
;; !:r----------'---~N~89~·~39~·5~4~"-W"-------------I 2
~ 565.46' g
I
0 50
s a9•41 ·1a" w
TRACT D
2, 608, 106 sq. ft.
59.874 acres
GRAPHIC SCALE
200
I
( IN FEET )
1 inch ~ 100 ft.
400
I
1338.40'
lg
~
LOT 26
244, 352 sq. ft.
5.610 acres
N 89"39'54" W 251.50'
-BU/LO/NG}
ENVELOPE
(TYP.)
S 89"39'54" E
320.00'
0
0
~I -"' 0
0 ';! "' ' 0 ~I "'
""
200.00'
\.
THE
[JJ
0
0
0 .,,..
0
6TH P.M.
CllRVE
LC23A
LC23B
LC23C
LC24A
LC25A
LC26A
CURVE
.RC25
.RC25A
.RC25B
RC.26
RC27
RC28
RC28A
RC2BB
RC29
.RC30
CllRVE
TCE9
TCEIO
TCEl1
TCF7
TCF8
TCF9
TCCt
TCC2
TCC3
TCG4
TCC5
TCC6
TCC7
TCC3o
TCC21
LE NC TH
29.65'
9.9..0t'
113. 77'
104. 72'
87.27'
78.54'
LENCTH
369.'17'
134.39'
235.R'}"
208.3!'
220.85'
187.96.
11.54.
176.42'
358.44'
393.89'
LENGTH
2}!4.44'
181.51'
230.47'
339.95'
378.13'
353.70'
152.47'
109..91'
167.04'
186.15'
229..33'
338.74'
434.09'
9.5.!}9'
104. '12'
SHEET 10
SHEET MAP
LOT LINE TABLE
LINE I LENGTH I BE ARI NC
LL26A I 36.11' I N 50"07'26" E
LOT LINE Cl!RVE TABLE
RADIUS TANCENT CHORD BEARINC DELTA
260.00' 14.84' 29..64' N 46.,., '24" E 6•q 9 •os·
50.00' 76.20' 83.61' N 42"44'09." E 113•27 • 36"
175.00' 58.9.8' 111. 78' S 71°29 '55" IY 37"15'01"
50.00' 88.60' 86.60' S 89*52'34" E 120·00·00"
50.00' 59.59' 76.60' S 79."5?'3./" E 100"00 • 00"
50.00' 50.00. 70.71' N 05"07'26" E 90"00'00"
R. O. IY. CURVE TABLE
RAIJIUS TANGENT CHORD BEARING DELTA
310.00' 210.45' 348.29' N 41"34 '4tf" E 68·20'32"
310.00' 68.27' 133.34' N S3"f9'51" E 24•50·2r
3/0.0f)' 12.9.69.' 22$. 76. "' 2fJ""" • ~,,.. Ii' 43"."n 'ff"
235.00' 111.55' 201.55' S 64"28'5'1" E 50•47'f4u
235.00' 119.34' 212.82' N 63"12'01" E 53•50'49"
200.00· 101.57' 181.12' S 63"12'01" IY 53"50'49"
200.00· 5.77' 11.54. .<: 3'r/r.t;'47" IY ~~O'f9''
200.00· 94.41' 170.76' S 64"51'11" IY 50"82'30 ..
455.00' 189.10' 3./9.24' S 29•511•34" IY 45"08'1()"
:us.oo' 254.22' 352.82' N 06.29'10" E 92"06'57"
TRACT Cl!RVE TADLE
RAIJilfS TANGENT CHQRD BEARINC DELTA
'"".00. 122.55' 215,2.5' s 7.""1'41" ,,. 'ffn
260.00. 94.63' 177.85' N 70"07'""" II! 49•oq•nn ..
260.00' 123.42' 2?2.99' S 94•28'57" E 5()"47'14 ..
285.00' 193.48' 320.15' N 41°34 '45" E 88'20 '32"
480.00' 199.49. 368.43' S 29"58'34" IY 45"08'10 ..
920.00. 228. ,,,,. 316.82' N 06•2.w'tO" E 9.""06 • 5'?"
235.00. 79.39. 149.57' S 79•42' 40" IY 38"49'38"
50.00' 98.01' 89..08' S ./2"38'26" IY 125"56. 40"
210.nn• 88.22' 162.67' N 67"20'13" E 45"34'R8"
210.00· 9.9..69' ff'".11' S 6./"21l'S7" E li0"47'14 ..
335.00' 119..36. 224.88' N 27"01 'fl" Ji: 39•13'24"
430.00' 178. 71' 330.05' s 29°58'34" ,,. 45"08'10"
270.00. 280.16' .UIB.82' N 06"39 'fO" E 9.2'06'57"
50.00' 71.41' Rf,9,2' s 8"""7'36 .. ,,. 11o•nn•oo"
50.00' 86.60' 86.60' N 89"5J!'34" If' I ?.()"()0 • 00"
SOPRIS ENGINEERING LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
-)
-
'
UJIJCf 325.89'
UEC2 58.28'
U/ilC3 33.09'
UEC4 87.89'
CURVE LENCTH
CRC2 105.94'
CRC3 251.38'
CRC3A 91.09'
CRC98 160.24'
CRC4 JHJ§.08'
CRC5 309.51'
CRC6 311.25'
CRC'l 407.97'
CRCB 81.54'
CURVE LE NC TH
RC31 270.72'
RC32 411.21'
RC39 549.99'
RC34 131.55'
RC35 12/J.22'
RC96 107.54'
CURVE LENCTH
RCS! 270. 72'
'l'CJi'fO 293, 2R'
'l'C/i'ft 400.93'
1'C/i'f2 5/JZ.88'
7'C/i'f2A 319.99'
'l'Cl!Y2B 262.00 '
7'CJ!Y3 107.19'
'l'CJ!Y4 139.88'
7'C/i'f5 94.10,
'l'CFl6 72.49'
7'C/i'f7 277 .. ?8'
7'C/i'f8 143.10'
1'CJ!Y9 92.08'
1'CF20 366.52'
1'CF21 91.16.
1'CC8 248.16'
'l'CC9 421.49'
TCCIO 517.09'
TCC/1 155.92'
TCC/2 !1R.!i6'
1'CC13 120.99'
'l'C()f4 134.61'
'l'C()/5 192. 77'
'l'C()f6 315.31'
1'CC17 301.91'
'l'C()/8 379.17'
'l'C()f9 132.64'
TC.Ill 232.64'
1'CH2 217. ~,,·
1'CH3 303.70'
1'CH4 3"".59.
'l'CHfi 369.37'
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY L£GAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DiSCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN 11·115 SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
LOCATED IN
-a-_,
COUNTY ROAD #115
RIGHT-OF-WAY
S 89'3739 E
ROW 115
9,858 sq.ft
0.226 acres
546.09'
UTILITY EASENENT CURVE TABLE
395.00' 172.86' 316.72' N 31"21'5.2" IY
395.00' 26.68' 53.24' N 03°51'52" IY
225.00' 16.58' 33.06' N 30"37'29" E
225.oo· 44.51' 87.33' N 15°13'13" E
COUNTY ROAD 115 CURVE !'ABLE
RADll/S
1200.00'
1200.00'
1200.00'
1200.00·
500.00'
1600.00'
1000.00·
425.00'
100.00·
RADllJS
300.00'
t()00.00.
418.00'
135.0().
275.00'
200.00'
-
RADll/S
300.00'
325.0()'
975.00'
443.00'
448.oo'
448.00'
110.00'
300.00'
175.00.
1280.00'
1170.00·
9530.oo'
1030.00'
1680.00'
530.00'
275.00,
1025.00'
393.00'
160.00'
250.00'
225.00'
1230.00'
470.00'
1630.00'
970.00'
805.00'
130.00'
1170.00'
530.oo'
1570.00'
1030.00'
455.00'
TANCENT CHORD
58.00' 105.90'
126.13' 250.87'
45.57' 91.07'
80.24' 160.12'
104.00' 203.64'
155.24' 309.02'
156.89' 310.00'
221.24' 392.49'
43.19' 79.30'
TRACT E
6,970,941 sq.ft.
160.031 acres
R.O. IY. CURVE !'ABLE
TAMJENT CHORD
145.36' 261.62'
208.55' 408.32'
322.99' 511.16'
71.53' 126.41'
85.30' 127.06'
55.tf' 106.25'
TRACT CURVE TABLE
TANCENT CHORD
145.36' 261.62'
157.47' 288.43'
203.34' 398.11'
342.31' 541.73'
167.34' 313.08'
135.44' 2tr8.o-•'
58.28' 103.00.
71.23' 138.61'
48.22' 92.97'
36.25' 72.48'
139.34' 276.73'
71.55' 143.10'
46.07' 92.05'
189.99' 365.79'
45.69' 91.05'
199.25' 239.82'
218.77' 418.58'
303.68' 480.59'
84.78' 149.82'
59.36' 115.51'
61.99' 119.53'
67.37' 134.54'
97.76' 191.42'
158.15' 314.82'
152.19' 300.70'
205.62' 364.78'
72.74' 126.96'
116. 71' 232.26'
110.24' 915.86.
152.33' 303.23'
161.60' 319.30'
195.54' 359.31'
BEARINC
N 75°46 '45" JY
S 79"!5 '00" E
S 75'25'29" E
S 81"25'29" E
N 79"30 '00" IY
S 67"17 °30" E
N 68"55'00" IY
N 27"30'00" IY
S 23"21'30" E
-
BEARIMJ
S 13"43 '13" E
N 00"2/'03" E
S 26°15'51" JY
N 3B"02'28" E
S 21"28'53" JY
N 19°26'02" E
BEARIMJ
S 13"43'13" E
S 13"43 '13" E
N 00°21'03" E
S 26"!5'51" IY
S 09"15' 50" JY
S 46"57 '27" IY
N 36°02'20" E
S 21°28'58" IY
N 19°26'0.2" E
S 74"56 'Ill" E
N 9o•n2 '.?O" JY
S 86"24'11" E
N 81"11'20" E
N so•oo'OO" E
s 78°49'2r E
S 13•43 'IS" E
N 00"2!'08" E
S 26'15'51" IY
N 36"02'28" E
s 2f'9 R'53" IY
N 19°26'02" E
S 82°06'53" E
N 73"30'00" IY
S 67"17'30" E
N 63"55'00" JY
N 27"30'00" JY
S 29"13'45" E
S 79"83'18" E
N 73".?0'0o" IY
S 67"17'30" E
N 63"55'00" IY
N 31"44'88" IY
SOPRIS ENGINEERING
CIVIL CONSULTANTS
TCF19 -· ·-
47"16 '16"
7•43'44 ..
B,.25'39"
22°22'54"
DELTA
5•03'30"
12°00'00"
4•20 '57"
7"39'03"
23"30'00"
11"05'00"
17"50'00"
55'00'00"
46°43'01"
DELTA
51°42 'ff"
23"33'38"
75'23'14"
55"50'00"
26°42'51"
30°48'33"
-·-·--
DELTA
51"42'11'*
51°42'11"
23"33'38"
75•23'14"
41°23'12"
34•oo·n2"
55•50'00,.
26"42'51"
30"48'93"
3°22'86"
13"35'00"
0•51•37''
5'07'20"
12"30'00"
9°5!'!8"
51°42'11··
23"33'38"
75'23 '14"
55'50'00"
26"42'51"
30°48'33#
8°1&'!3"
23•30'00··
11"05'00"
17"50'00"
55•00'00··
58"27'29"
11·23•34"
23"30'00"
11"05 '00"
17"50 '00"
46·30•44••
LLC
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
FINAL PLAT OF: THE RANCH AT COIJIJTER CREEK
A PORTION OF
& SECTION
SECTIONS 6
1, TOWNSHIP
COUNTY OF
& 7, TOV\TNSHIP 7
7 SOUTH, RANGE
GARFIELD, STATE
SOUTH, RANGE 87
WEST OF THE
COLORADO
88
OF
SHEET 10 OF 10/DETAIL COUNTY ROAD 115/RANCH COMPOUND/TRACT H
Sff EASEMENT
DETAIL 8ELOW
THIS SHEET
WEST OF
6TH P.M.
THE
TRACT C
22 7, 045 sq.ft.
5.212 acres
6TH P.M.
RANCH COMPOUND
/J,i;-------,,£---__JI~
60.00'
ROW 115
COUNTY ROAD #115
RIGHT-OF-WAY
r-~~L__ 8U!LDING EASEMENJ'.'---"'---Cc/ ""~~c:'_L__-----1~
::: (} I
"' I I; ~I ,_ I
I
I
\
'I
\
\
\
I
~ ~I
I
I
I
f
I
I
'
I
I
(Sff NOTE THIS SHEET)
I
SCALE 1" = 20'
EASEMENT
TRACT F
2, 269,848 sq.ft.
52 .. 109 acres
"'
DETAIL
30.0'
UNDERGROUND
TELEPHONE
EASEMENT
100
I
119, 115 sq.ft.
2.734 acres
GRAPHIC SCALE
EXISTING OVERHEAD
UTILITY LINES
30. O' UNDERGROUND
TELELPHONE
EASEMENT FOR THE
EIENEFI T OF QWEST
"'
60.00' R.O. W
FOR ROADWAY
RECEPTION #281480
o sa 1 ao 200 400
•••
1 liiiliiill~I ~I liiiliiillmll ~~~~I
416.06'
( IN FEET )
1 inch ~ 100 ft.
N 87°29'09" W · ·.
Ul
1-4 .0 . *"-.0 '.
-.... -
----.-.--.
__ ....
',. -
··-·-
60.00' R.O.W
FOR ROADWAY
RECEPTION §556556
Ul
0
<::;
01
0
O> .... "' .... ~ ::
00
~ t"l
.....
I 1\) ·o
. Cll ' \ :...i ....
CD . •
.01 o cu.,· R:o: w ·FOR STOCK WA TtR1N<i PURPos£s
BOOK 61 PAGE 553 RECEPTION #29681 ·
BOOK 346 PAGE 42 RECEPTION lf21971(
POND
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SHEET MAP
RANCH COMPOUNQ BUii DING FNY£J QPE NOTE·
THE RANCH COMPOUND BUILDING EASEMENT SHOWN HEREON IS
WITHIN THE CONSERVATION EASEMENT AREA GRANTED TO THE
ASPEN VALLEY LAND TRUST BY INSTRU~RECORDED IN THE
G~ELD COUNTY RECORDED ()'JI THE DAY OF
'"' ;It -2004 IN TH s;auNTY
CLERK ,AND RECORDER'S OFFICE IN 800K AT
PAGE-l,.'.S_L __ , AS RECEPTION NO. IN
ACCORDANCE Will-I THE DEVELOPMENT APPROVALS ISSUED BY
GARFIELD COUNTY FOR JHE RANCH AT COULTER CREEK, 11-IE
RANCH COMPOUND BUILDING EASEMENT IS 11-IE ONLY AREA
WITHIN THE CONSERVATION EASEMENT AREA WHERE RANCH
STRUCIURES AND 011-IER AMENlllES MAY BE CONSTRUCTED. ALL
OTHER USES PERMITTED BY THE CONSERVATION EASEMENT MAY
OCCUR ANYWHERE WITHIN JHE CONSERVATION EASEMENT AREA.
TRACT LINE TABLE
LINE LEMJJ'H BEARINC
rLCt 71.0fi. N 00"50 'tr IY
COUNTY ROAD 115 LINE TABLE
LINE LENCJ'H BEARINC
CRL,t
CRL2
60.00' ACCESS EASEMENT
RECEPTION f145217 3
64.46' s oo•so 'tr E
38.00' S 00"50 'ff" E
416.06'
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