The URL can be used to link to this page

Home My WebLink AboutBar X F1 Trail Alignment Amended Plat - 8-16-21 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM August 16, 2021 Amy Simon Planning Director City of Aspen 130 So. Galena St. Aspen, Colorado 81611 RE: Annie’s Trail Alignment – Plat Amendment Lot F1, Stage Road PUD/Subdivision Ms. Simon: Please accept this application to adjust the location of a private trail easement located on the F1 parcel of the Stage Road Planned Unit Development / Subdivision (a.k.a. “Double Bar X Ranch”). This application is submitted pursuant to Section 26.480.090.B of the City of Aspen Land Use Code. The proposed plat has been prepared according to Chapter 26.490 of the Code. The Stage Road Subdivision plat is filed with the Pitkin County Clerk and Recorder in book 75, page 33. A supplement to the subdivision plat – the First Supplement to the Final Plat of [the] Stage Road Planned Unit Development / Subdivision – was filed in 2009 in book 92, page 1. Page 17 of the First Supplement shows an alignment for “Annie’s Trail” coursing through the F1 Parcel. The trails shown on this plat are noted (trail note #2) as being for the “use and benefit of Stage Road Subdivision owners and guests.” Trail notes #4 and #5 acknowledge the trail locations are approximate and may meander from time to time. Annie’s Trail was developed, but not within the platted easement. Its departure is more than a slight meandering. This application proposes moving the official easement to align with the current placement of the trail. The Stage Road Homeowners Association is supportive of this relocation. The map to the right shows the platted trail alignment in blue. The trail was not developed in this location. The alignment shown in green represents the as- built location / proposed relocated trail easement The Stage Road PUD/Subdivision land use approvals were granted by the City of Aspen via Ordinance 6, Series 2005, and provided land for what is now known as Burlingame Ranch, an affordable housing subdivision. F1 Parcel - trail Page 2 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM The F1 parcel is bordered by the Maroon Creek Club golf course to the southwest, the Burlingame Ranch affordable housing development to the northwest, and other parcels of the Stage Road Subdivision on the remaining sides. The ariel view to the right shows the F1 parcel highlighted in yellow with surrounding parcels labeled. The view is looking to the west The ariel view to the right shows the platted trail alignment in blue and the as-built / proposed trail alignment in green. This portion of the F1 parcel affected by Annie Trail is slated for development. Relocating the trail easement to coincide with the as- built trail location will avoid future confusion and title issues. The property is owned by TS Bar X LLC; Thomas Slatkin, Manager. Mr. Slatkin has authorized BendonAdams to submit this land use application. We believe this application contains the necessary information for a complete and competent review. Please let us know if additional information is needed. We look forward to your review and will make ourselves available as needed. We can also arrange a site visit at your request. Kind Regards, Chris Bendon, AICP BendonAdams, LLC Attachments: 1. Proposed amended plat 2. Application form 3. Agreement to pay 4. HOA form 5. Authorization to represent 6. Statement of authority 7. Proof of ownership 8. Pre-Application summary 9. Vicinity Map 10. Stage Road PUD/Subdivision plat – rec.# 515869 11. Stage Road First Supplement – rec.# 563657 12. City of Aspen Ordinance 6, 2005 – rec.# 513680 LOT F1 STAGE ROAD PUD/SUBDIVISION REC. #563657 TS BAR X LLC REC. #533815 1,526,985 sq.ft.± 35.055 acres± ANNIE'S TRAIL PER FIRST SUPPLEMENT TO THE FINAL PLAT OF STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION RECEPTION NO. 563657 VACATED BY THIS AMENDED PLAT LOT6 LOT C LOTRM LOT12 LOT11 LOT10 LOT9 LOT8 LOT7 LOT5 LOT4 LOTF2 AMENDED ANNIE'S TRAIL (AS-BUILT LOCATION) PER THIS AMENDED PLAT (TIE ONLY) N 7 9 ° 3 4 ' 0 1 " E 2 7 6 7 . 3 0 ' (T I E O N L Y ) S 5 0 ° 4 0 ' 4 1 " E 1 1 2 5 0 . 9 1 ' STAGE ROAD CO A C H R O A D VICINITY MAP SCALE: 1" = 2000' SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 sopris@sopriseng.com NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL 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 THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.30224.01 8/13/2021 CL G:\2020\30224\SURVEY\Survey DWGs\Survey Plots\30224 2021AMPLAT\30224_AMPLAT-SH1.dwg A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 2 THE PURPOSE OF THIS AMENDED PLAT IS TO RELOCATE THE PLATTED ALIGNMENT OF ANNIE'S TRAIL AS IT AFFECTS LOT F1 TO CONFORM THE PLATTED ALIGNMENT TO THE AS-BUILT LOCATION LOT F1, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION AMENDED PLAT OF: C O A C H R O A D NGS STATION Q-159 NGS STATION S-159 N 3 8 ° 0 5 ' 4 4 " W CERTIFICATE OF DEDICATION AND OWNERSHIP KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, BEING THE OWNER IN FEE SIMPLE OF ALL OF THE LAND WITHIN LOT F1, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 7, 2005 IN PLAT BOOK 75 AT PAGE 32 AS RECEPTION NO. 515869 AND THE FIRST SUPPLEMENT TO THE FINAL PLAT RECORDED OCTOBER 15, 2009 IN PLAT BOOK 92 AT PAGE 1 AS RECEPTION NO. 563657 PITKIN COUNTY, COLORADO RECORDS, HEREBY AMEND SAID PLAT AS FOLLOWS: PURPOSE STATEMENT: THE PURPOSE OF THIS AMENDED PLAT IS TO RELOCATE THE PLATTED ALIGNMENT OF ANNIE’S TRAIL AS IT AFFECTS LOT F1 TO CONFORM THE PLATTED ALIGNMENT TO THE AS-BUILT LOCATION. EXECUTED THIS _____ DAY OF _________________, 2021 OWNERS: TS BAR X, LLC BY: ________________________________ THOMAS SLATKIN, MANAGER STATE OF COLORADO ) ) SS COUNTY OF PITKIN ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ______ DAY OF ________________, 2021 BY THOMAS SLATKIN, MANAGER OF TS BAR X, LLC, A DELAWARE LIMITED LIABILITY COMPANY. WITNESS MY HAND AND OFFICIAL SEAL: MY COMMISSION EXPIRES:____________________ ___________________________________________ NOTARY PUBLIC CITY OF ASPEN COMMUNITY DEVELOPMENT CERTIFICATE THIS AMENDED PLAT HAS BEEN REVIEWED AND APPROVED FOR COMPLIANCE WITH APPLICABLE SECTIONS OF THE CITY OF ASPEN LAND USE CODE BY THE CITY OF ASPEN COMMUNITY DEVELOPMENT DIRECTOR THIS _____DAY OF __________________ 2021. TO THE EXTENT THAT ANYTHING IN THIS PLAT IS INCONSISTENT OR IN CONFLICT WITH ANY CITY OF ASPEN DEVELOPMENT ORDERS OR ANY OTHER PROVISIONS OF APPLICABLE LAW, INCLUDING, BUT NOT LIMITED TO OTHER APPLICABLE LAND USE REGULATIONS AND BUILDING CODES, SUCH OTHER DEVELOPMENT ORDER OR APPLICABLE LAWS SHALL CONTROL. _______________________________________ CITY OF ASPEN COMMUNITY DEVELOPMENT DIRECTOR SURVEYOR'S CERTIFICATE I, MARK S. BECKLER, A REGISTERED LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS AMENDED PLAT OF LOT F1, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON; THAT THE SAME IS BASED ON FIELD SURVEYS PERFORMED UNDER MY SUPERVISION; THAT THIS MEETS THE REQUIREMENTS OF A LAND SURVEY PLAT AS SET FORTH IN CRS SECTION 38-51-106; THE CONTROL PRECISION IS GREATER THAN 1 IN 10,000. RECORDED EASEMENTS, RIGHTS-OF-WAY AND RESTRICTIONS ARE THOSE SET FORTH IN THE TITLE COMMITMENT REFERENCED IN NOTE 5 HEREON. DATED_____________________, 2021 ______________________________________ MARK S. BECKLER, P.L.S. NO. 28643 CLERK AND RECORDER'S ACCEPTANCE THIS AMENDED PLAT OF LOT F1, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO AT _________ O'CLOCK ____.M., THIS _______ DAY OF ________________, 2021, IN PLAT BOOK ______, AT PAGE ________, RECEPTION NO. _________________. ________________________________________ PITKIN COUNTY CLERK AND RECORDER TITLE COMPANY CERTIFICATE THE UNDERSIGNED, A DULY-AUTHORIZED REPRESENTATIVE OF ______________________________, REGISTERED TO DO BUSINESS IN PITKIN COUNTY, COLORADO, DOES HEREBY CERTIFY, PURSUANT TO SECTION 20-15 (J) OF THE ASPEN MUNICIPAL CODE, THAT THE PERSONS LISTED AS OWNERS ON THIS PLAT DO HOLD FEE SIMPLE TITLE TO THE REAL PROPERTY DESCRIBED HEREIN, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT THOSE LISTED ON THE TITLE COMMITMENT REFERENCED IN NOTE 6 HEREON. ALTHOUGH WE BELIEVE THE FACTS STATED ON THIS PLAT ARE TRUE, THIS CERTIFICATE IS NOT TO BE CONSTRUED AS AN ABSTRACT OF TITLE, NOR AN OPINION OF TITLE, NOR A GUARANTY OF TITLE, AND IT IS UNDERSTOOD AND AGREED THAT___________________________, NEITHER ASSUMES NOR WILL BE CHARGED WITH ANY FINANCIAL OBLIGATION OR LIABILITY WHATEVER ON ANY STATEMENT CONTAINED HEREIN. _____________________________DATE______________ ADDRESS:_______________________________________ STATE OF COLORADO ) ) SS COUNTY OF PITKIN ) THIS TITLE CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF _________________, 2021, BY ____________________, AS _____________________________ OF ____________________________ WITNESS MY HAND AND OFFICIAL SEAL __________________________________________ NOTARY PUBLIC MY COMMISSION EXPIRES: _______________________. MY ADDRESS IS: _____________________________. DRAFT 1 inch = ft. ( IN U.S. SURVEY FEET ) GRAPHIC SCALE 0200 200 400 200 800100 SITE STAGE ROAD SURVEY NOTES 1) DATE OF FIELD WORK: January and June 2021. 2) DATE OF PREPARATION: July - August 2021 3) BASIS OF OF BEARING: A record bearing of N 38°05'44" W between found NGS stations S-159 and Q-159, per The City of Aspen Control Monumentation map, prepared by Marcin Engineering LLC, dated December 2, 2009 (Revised 2010). 4) BASIS OF SURVEY: The Final Plat of Stage Road Planned Unit Development/Subdivision, recorded as Reception No. 515869, The First Supplement to the Final Plat of Stage Road Planned Unit Development/Subdivision recorded as Reception No. 563657, various documents of record and the found survey monuments, as shown. 5)This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or easements of record. For all information regarding easements, rights-of-way and /or title of record, SE relied upon the items outlined in Note 4 and the Commitment prepared by Land Title Guarantee Company, effective June 25, 2021 under Order No. Q62013029. 6) Indicates found or set rebar and plastic cap stamped L.S. #28643, unless otherwise noted. 7) This Amended Plat has been approved by the Stage Road Homeowners Association. 8)The linear unit used in the preparation of this plat is the U.S. Survey Foot as defined by the United States Department of Commerce, National Institute of Standards and Technology. CITY OF ASPEN ENGINEERING CERTIFICATE THIS AMENDED PLAT OF LOT F1 STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION WAS REVIEWED FOR THE DEPICTION OF THE ENGINEERING DEPARTMENT SURVEY REQUIREMENTS THIS_____ DAY OF _____________________, 2021. _____________________________ CITY ENGINEER. Exhibit 1 ss ss ss ss ss ss ss ss ss ss s s s s s s s s ss ss ss ss ss ss SIGN "ANNIE'S TRAIL" BARN LOAFING SHED CO A C H R D A N N I E ' S T R A I L ( A S - B U I L T ) PROJECT BENCHMARK FOUND #5 REBAR AND 1.25" ORANGE PLASTIC CAP STAMPED L.S. #28643 1" ABOVE GROUND 850 STAGE ROAD (NOT A PART OF THIS SURVEY)ANNIE'S T R A I L ( A S - B U I L T ) SIGN "NO TRESPASSING" SIGN "ANNIE'S TRAIL" PUMP HOUSE 20' WIDE SEWER EASEMENT BK. 244 PG. 740 S 3 3 ° 1 4 ' 1 2 " E 1 0 6 . 8 4 ' S43° 03' 43"E 47.28' S5 3 ° 1 6 ' 0 8 " E 5 9 . 0 2 ' N32 ° 5 1 ' 5 9 " E 8 3 . 4 7 ' S64 ° 3 0 ' 2 6 " E 6 8 . 2 0 ' L=116.23' R=101.21' T=65.48' =65°48'01" CD=S31° 36' 26"E C=109.95' L=21.55' R=265.70' T=10.78' =4°38'47" CD=S3° 36' 58"W C=21.54' S80° 46' 24 " E 5 6 . 6 9 ' S 4 1 ° 4 5 ' 3 6 " E 1 6 0 . 0 7 ' S5 7 ° 2 7 ' 2 0 " E 2 0 9 . 8 9 ' S70° 11' 47"E 39.90' S56° 52' 55"E 20.62'S 4 1 ° 3 3 ' 3 2 " E 1 0 6 . 3 8 ' ANNIE'S TRAIL PER FIRST SUPPLEMENT TO THE FINAL PLAT OF STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION RECEPTION NO. 563657 VACATED BY THIS AMENDED PLAT LOT 7 LOT 8 WOOD FENCE LOT F1 WOOD FENCE (TYP) SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 sopris@sopriseng.com NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL 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 THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.30224.01 8/13/2021 CL G:\2020\30224\SURVEY\Survey DWGs\Survey Plots\30224 2021AMPLAT\30224_AMPLAT-SH2.dwg HATCH LEGEND INDICATES AGRICULTURAL CONSERVATION EASEMENT REC. #515869,# 515916, #563657 PLAT NOTES 1)THE PURPOSE OF THIS AMENDED PLAT IS TO RELOCATE THE PLATTED ALIGNMENT OF ANNIE’S TRAIL AS IT AFFECTS LOT F1 TO CONFORM THE PLATTED ALIGNMENT TO THE AS-BUILT LOCATION 2)ANNIE'S TRAIL, AS SHOWN HEREON, IS FOR THE USE AND BENEFIT OF STAGE ROAD SUBDIVISION OWNERS AND OWNERS' GUESTS AND IS SUBJECT TO THE TERMS AND CONDITIONS AS STATED ON THE FINAL PLAT OF STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION, AS AMENDED, AND THE DECLARATION OF COVENANTS, EASEMENTS, CONDITIONS AND RESTRICTIONS FOR STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION, AS AMENDED. 1 inch = ft. ( IN U.S. SURVEY FEET ) GRAPHIC SCALE 040 40 80 40 16020 ______________________________________ MARK S. BECKLER, P.L.S. NO. 28643 EXISTING IRRIGATION MANHOLE EXISTING YARD HYDRANT LEGEND EXISTING WOOD FENCE EXISTING SIGN EXISTING SEWER CLEANOUT EXISTING TELEPHONE SERVICE EXISTING LIGHT POLE EXISTING GAS METER EXISTING TELEPHONE MANHOLE EXISTING UTILITY MANHOLE EXISTING POWER POLE EXISTING ELECTRIC SERVICE W EXISTING WATER MANHOLE EXISTING GUY WIRE EXISTING SEWER MANHOLE EXISTING ELECTRIC SPLICE VAULTE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING CURB STOP EXISTING DRAINAGE MANHOLED EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CATV PEDESTAL uc EXISTING UNDERGROUND CABLE SPARE EXISTING UNDERGROUND ELECTRICue EXISTING UNDERGROUND GASug EXISTING UNDERGROUND SEWERss EXISTING UNDERGROUND WATERw EXISTING WIRE FENCE, UNLESS OTHERWISE NOTEDXX A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 2 THE PURPOSE OF THIS AMENDED PLAT IS TO RELOCATE THE PLATTED ALIGNMENT OF ANNIE’S TRAIL AS IT AFFECTS LOT F1 TO CONFORM THE PLATTED ALIGNMENT TO THE AS-BUILT LOCATION LOT F1, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION AMENDED PLAT OF: DRAFT CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 LAND USE APPLICATION APPLICANT: REPRESENTIVATIVE: Description: Existing and Proposed Conditions Review: Administrative or Board Review Required Land Use Review(s): Growth Management Quota System (GMQS) required fields: Net Leasable square footage Lodge Pillows Free Market dwelling units Affordable Housing dwelling units Essential Public Facility square footage Have you included the following? FEES DUE: $ Pre-Application Conference Summary Signed Fee Agreement HOA Compliance form All items listed in checklist on PreApplication Conference Summary Name: Address: Phone#: email: Address: Phone #: email: Name: Project Name and Address: Parcel ID # (REQUIRED) Bar X Ranch F1 Condominiums 2735-023-03-014 TS Bar X LLC, a Colorado limited liability company; Thomas Slatkin, Manager 625 E. Hyman Ave.; Aspen, CO 81611 970.925.1936 tslatkin@edwardthomasco.com BendonAdams 300 So. Spring St. #202; Aspen, CO 81611 970.925.2855 chris@bendonadams.com Existing 35 ac. property developed with two homes and accessory agricultural buildings entitled for four homes and additional agricultural buildings. Proposed condominium plat to allocate separate property intrerests. na na 2 existing, 4 permitted 0 na x x x x 2,.275 Exhibit 2 Exhibit 3 850 Stage Road; Aspen 650 Parks 1,300 4 325 1 Exhibit 4 Exhibit 5 Exhibit 6 INVOICE Land Title Guarantee Company 5975 Greenwood Plaza Blvd Suite 125 Greenwood Village, CO 80111 970-925-1678 BENDONADAMS CHRIS BENDON 300 S SPRING ST STE 202 Aspen, CO 81611 Invoice Number:ASP-4573 Date: July 06, 2021 Order Number:62013029 Property Address:850 STAGE RD ASPEN 81611 Parties:To Be Determined Invoice Charges Service: TBD Commitment Ref: 62013029 Addr: 850 STAGE RD Party: TS BAR X, LLC, A COLORADO LIMITED LIABILITY COMPANY Total Amount Invoiced: Less Payment(s): Balance Due: $217.00 $217.00 $0.00 $217.00 Due and Payable upon receipt Please make check payable to Land Title Guarantee Company and send to the address at the top of Page 1. Please reference Invoice Number ASP-4573 on your Payment Page 1 invoice.odt 14420 07/2015 07/30/13 11:06:43 AM Reference Your Reference Number:TBD Commitment - 62013029 Our Order Number:ASP-4573 Our Customer Number:79636.1 Invoice Requested by:CHRIS BENDON Invoice (Process) Date:July 06, 2021 Transaction Invoiced By:Web Services Email Address:system@ltgc.com Exhibit 7 Land Title Guarantee Company Customer Distribution PREVENT FRAUD - Please remember to call a member of our closing team when initiating a wire transfer or providing wiring instructions. Order Number:Q62013029 Date: 07/06/2021 Property Address:850 STAGE RD, ASPEN, CO 81611 PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS For Closing Assistance For Title Assistance Land Title Roaring Fork Valley Title Team 533 E HOPKINS #102 ASPEN, CO 81611 (970) 927-0405 (Work) (970) 925-0610 (Work Fax) valleyresponse@ltgc.com Seller/Owner TS BARX LLC Delivered via: No Commitment Delivery Agent for Seller BENDONADAMS Attention: CHRIS BENDON (970) 925-2855 (Work) chris@bendonadams.com Delivered via: Electronic Mail Land Title Guarantee Company Estimate of Title Fees Order Number:Q62013029 Date: 07/06/2021 Property Address:850 STAGE RD, ASPEN, CO 81611 Parties:TO BE DETERMINED TS BAR X, LLC, A COLORADO LIMITED LIABILITY COMPANY Visit Land Title's Website at www.ltgc.com for directions to any of our offices. Estimate of Title insurance Fees "TBD" Commitment $217.00 Total $217.00 If Land Title Guarantee Company will be closing this transaction, the fees listed above will be collected at closing. Thank you for your order! Note: The documents linked in this commitment should be reviewed carefully. These documents, such as covenants conditions and restrictions, may affect the title, ownership and use of the property. You may wish to engage legal assistance in order to fully understand and be aware of the implications of the effect of these documents on your property. Chain of Title Documents: Pitkin county recorded 01/25/2007 under reception no. 533815 Plat Map(s): Pitkin county recorded 10/07/2005 under reception no. 515869 at book 75 page 32 Pitkin county recorded 10/15/2009 under reception no. 563657 at book 92 page 1 Copyright 2006-2021 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Property Address: 850 STAGE RD, ASPEN, CO 81611 1.Effective Date: 06/25/2021 at 5:00 P.M. 2.Policy to be Issued and Proposed Insured: "TBD" Commitment Proposed Insured: TO BE DETERMINED $0.00 3.The estate or interest in the land described or referred to in this Commitment and covered herein is: A FEE SIMPLE 4.Title to the estate or interest covered herein is at the effective date hereof vested in: TS BAR X, LLC, A COLORADO LIMITED LIABILITY COMPANY 5.The Land referred to in this Commitment is described as follows: LOT F1, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 7, 2005 IN PLAT BOOK 75 AT PAGE 32 AND THE FIRST SUPPLEMENT TO THE FINAL PLAT RECORDED OCTOBER 15, 2009 IN PLAT BOOK 92 AT PAGE 1. COUNTY OF PITKIN STATE OF COLORADO. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:Q62013029 ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part I (Requirements) Order Number: Q62013029 All of the following Requirements must be met: This proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. Pay the agreed amount for the estate or interest to be insured. Pay the premiums, fees, and charges for the Policy to the Company. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 1.EVIDENCE SATISFACTORY TO THE COMPANY THAT THE TERMS, CONDITIONS AND PROVISIONS OF THE CITY OF ASPEN TRANSFER TAX HAVE BEEN SATISFIED. 2.WRITTEN CONFIRMATION THAT THE INFORMATION CONTAINED IN STATEMENT OF AUTHORITY FOR TS BAR X, LLC, A COLORADO LIMITED LIABILITY COMPANY RECORDED DECEMBER 28, 2016 AT RECEPTION NO. 635016 IS CURRENT. NOTE: SAID INSTRUMENT DISCLOSES THOMAS SLATKIN AS THE MEMBER AUTHORIZED TO EXECUTE INSTRUMENTS CONVEYING, ENCUMBERING OR OTHERWISE AFFECTING TITLE TO REAL PROPERTY ON BEHALF OF SAID ENTITY. IF THIS INFORMATION IS NOT ACCURATE, A CURRENT STATEMENT OF AUTHORITY MUST BE RECORDED. 3.RELEASE OF DEED OF TRUST DATED DECEMBER 23, 2016 FROM TS BAR X, LLC, A COLORADO LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF PITKIN COUNTY FOR THE USE OF BANK OF AMERICA, N.A. TO SECURE THE SUM OF $18,500,000.00 RECORDED DECEMBER 28, 2016, UNDER RECEPTION NO. 635015. 4.WARRANTY DEED FROM TS BAR X, LLC, A COLORADO LIMITED LIABILITY COMPANY TO TO BE DETERMINED CONVEYING SUBJECT PROPERTY. THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED PURSUANT HERETO. This commitment does not republish any covenants, condition, restriction, or limitation contained in any document referred to in this commitment to the extent that the specific covenant, conditions, restriction, or limitation violates state or federal law based on race, color, religion, sex, sexual orientation, gender identity, handicap, familial status, or national origin. 1.Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2.Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3.Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 4.Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5.Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6.(a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 7.(a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 8.RIGHT OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM, SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES HEREBY GRANTED, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENTS RECORDED OCTOBER 27 1892 IN BOOK 55 AT PAGE 31 AND AUGUST 11, 1909 IN BOOK 55 AT PAGE 172 AND 173 AND JUNE 16, 1947 IN BOOK 171 AT PAGE 290. 9.RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENTS RECORDED DECEMBER 10, 1952, IN BOOK 180 AT PAGE 87 AND SEPTEMBER 19, 1953 IN BOOK 180 AT PAGE 187. 10.MINERAL RESERVATIONS AS CONTAINED IN PATENT OF THE UNITED STATES RECORDED DECEMBER 10, 1952, IN BOOK 180 AT PAGE 87 AND SEPTEMBER 19, 1953 IN BOOK 180 AT PAGE 187. 11.TERMS, CONDITIONS AND PROVISIONS OF EASEMENT AND RIGHT OF WAY RECORDED AUGUST 11, 1969 IN BOOK 242 AT PAGE 634. 12.TERMS, CONDITIONS AND PROVISIONS OF EASEMENT RECORDED DECEMBER 01, 1969 IN BOOK 244 AT PAGE 740 AND DECEMBER 1, 1969 IN BOOK 244 AT PAGE 742 AND DECEMBER 1, 1969 IN BOOK 244 AT PAGE 744. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: Q62013029 13.TERMS, CONDITIONS AND PROVISIONS OF ORDINANCE RECORDED MAY 19, 1987 IN BOOK 536 AT PAGE 987. 14.TERMS, CONDITIONS AND PROVISIONS OF CONSERVATION EASEMENTS RECORDED AUGUST 12, 1987 IN BOOK 543 AT PAGE 664 AND 668. 15.TERMS, CONDITIONS AND PROVISIONS OF AGREEMENTS RECORDED NOVEMBER 15, 1993 IN BOOK 730 AT PAGE 957 AND NOVEMBER 15, 1993 IN BOOK 731 AT PAGE 27 AND MARCH 26, 1999 UNDER RECEPTION NO. 429230. 16.TERMS, CONDITIONS AND PROVISIONS OF SECOND AMENDED AND RESTATED AGREEMENT RECORDED MARCH 14, 2004 AT RECEPTION NO. 497592. 17.TERMS, CONDITIONS AND PROVISIONS OF UTILITY EASEMENT RECORDED MAY 14, 2004 AT RECEPTION NO. 497599. 18.TERMS, CONDITIONS AND PROVISIONS OF CONSTRUCTION LICENSE AGREEMENT RECORDED MAY 14, 2004 AT RECEPTION NO. 497600. 19.TERMS, CONDITIONS AND PROVISIONS OF ORDINANCE BY THE CITY OF ASPEN, NO. 6, SERIES OF 2005 RECORDED AUGUST 19, 2005 AT RECEPTION NO. 513680. 20.TERMS, CONDITIONS AND PROVISIONS OF FOURTH AMENDED AND RESTATED PRE-ANNEXATION AGREEMENT RECORDED OCTOBER 07, 2005 AT RECEPTION NO. 515868. 21.EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF SUBJECT PROPERTY RECORDED OCTOBER 07, 2005 IN PLAT BOOK 75 AT PAGE 32 UNDER RECEPTION NO. 515869 AND FIRST SUPPLEMENTAL PLAT RECORDED OCTOBER 15, 2009 IN PLAT BOOK 92 AT PAGE 1 AS RECEPTION NO. 563657. 22.TERMS, CONDITIONS AND PROVISIONS OF PUD CONTROL DOCUMENT RECORDED OCTOBER 07, 2005 AT RECEPTION NO. 515890. 23.TERMS, CONDITIONS AND PROVISIONS OF AMENDED AND RESTATED WATER SERVICE AGREEMENT RECORDED OCTOBER 07, 2005 AT RECEPTION NO. 515891. 24.TERMS, CONDITIONS AND PROVISIONS OF ROAD EASEMENT AGREEMENT RECORDED OCTOBER 07, 2005 AT RECEPTION NO. 515894. 25.TERMS, CONDITIONS AND PROVISIONS OF ROAD EASEMENT AGREEMENT RECORDED OCTOBER 07, 2005 AT RECEPTION NO. 515913. 26.TERMS, CONDITIONS AND PROVISIONS OF DECLARATION OF ARCHITECTURAL RESTRICTIONS RECORDED OCTOBER 07, 2005 AT RECEPTION NO. 515915. 27.TERMS, CONDITIONS AND PROVISIONS OF AGRICULTURAL LANDS CONSERVATION EASEMENT RECORDED OCTOBER 07, 2005 AT RECEPTION NO. 515916. 28.TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS OF MAROON CREEK CANYON CONSERVATION EASEMENT RECORDED OCTOBER 07, 2005 UNDER RECEPTION NO. 515917. 29.TERMS, CONDITIONS AND PROVISIONS OF ORDINANCE RECORDED OCTOBER 18, 2005 AT RECEPTION NO. 516372. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: Q62013029 30.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF HISTORICAL MONUMENT ACCESS EASEMENT RECORDED JUNE 13, 2006 AS RECEPTION NO. 525203. 31.TERMS, CONDITIONS AND PROVISIONS OF EASEMENT AND RIGHT OF WAY RECORDED DECEMBER 13, 2006 AT RECEPTION NO. 532127. 32.TERMS, CONDITIONS AND PROVISIONS OF TRENCH, VAULT AND CONDUIT AGREEMENT RECORDED DECEMBER 13, 2006 AT RECEPTION NO. 532128. 33.TERMS, CONDITIONS AND PROVISIONS OF NOTICE OF APPROVAL RECORDED JANUARY 10, 2007 AT RECEPTION NO. 533189. 34.TERMS, CONDITIONS AND PROVISIONS OF MEMORANDUM RECORDED JANUARY 10, 2007 AT RECEPTION NO. 533190. 35.RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS CONTAINED IN INSTRUMENT RECORDED JANUARY 17, 2007, UNDER RECEPTION NO. 533454, AND AS AMENDED IN INSTRUMENT RECORDED JANUARY 25, 2007, UNDER RECEPTION NO. 533814. 36.TERMS, CONDITIONS AND PROVISIONS OF TRENCH, CONDUIT AND VAULT AGREEMENT RECORDED APRIL 09, 2007 AT RECEPTION NO. 536438. 37.TERMS, CONDITIONS AND PROVISIONS OF EASEMENT AND RIGHT OF WAY RECORDED APRIL 09, 2007 AT RECEPTION NO. 536439. 38.TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED NOVEMBER 05, 2008 AT RECEPTION NO. 554047. 39.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF EASEMENT AND RIGHT OF WAY RECRDED APRIL 14, 2009 AS RECEPTION NO. 558009. 40.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF TRENCH, CONDUIT AND VAULT AGREEMENT RECORDED APRIL 14, 2009 AS RECEPTION NO. 558010. 41.TERMS, CONDITIONS AND PROVISIONS OF SANITARY SEWER LINE EASEMENT RECORDED OCTOBER 15, 2009 AT RECEPTION NO. 563654. 42.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF DEED RESTRICTION RECORDED SEPTEMBER 29, 2010 AS RECEPTION NO. 573942. 43.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF NOTICE OF APPROVAL RECORDED NOVEMBER 3, 2011 AS RECEPTION NO. 584100 ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: Q62013029 LAND TITLE GUARANTEE COMPANY DISCLOSURE STATEMENTS Note: Pursuant to CRS 10-11-122, notice is hereby given that: Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top margin of the document. Note: Colorado Division of Insurance Regulations 8-1-2 requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed". Provided that Land Title Guarantee Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy when issued. Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. The Subject real property may be located in a special taxing district.(A) A certificate of taxes due listing each taxing jurisdiction will be obtained from the county treasurer of the county in which the real property is located or that county treasurer's authorized agent unless the proposed insured provides written instructions to the contrary. (for an Owner's Policy of Title Insurance pertaining to a sale of residential real property). (B) The information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. (C) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. (A) No labor or materials have been furnished by mechanics or material-men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. (B) The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and material-men's liens. (C) The Company must receive payment of the appropriate premium.(D) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. (E) Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments disclosing that a mineral estate has been severed from the surface estate, in Schedule B-2. Note: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance, and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado Division of Insurance within the Department of Regulatory Agencies. Note: Pursuant to Colorado Division of Insurance Regulations 8-1-3, notice is hereby given of the availability of a closing protection letter for the lender, purchaser, lessee or seller in connection with this transaction. Note: Pursuant to CRS 10-1-11(4)(a)(1), Colorado notaries may remotely notarize real estate deeds and other documents using real-time audio-video communication technology. You may choose not to use remote notarization for any document. That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and (A) That such mineral estate may include the right to enter and use the property without the surface owner's permission. (B) JOINT NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, LAND TITLE GUARANTEE COMPANY OF SUMMIT COUNTY LAND TITLE INSURANCE CORPORATION AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY This Statement is provided to you as a customer of Land Title Guarantee Company as agent for Land Title Insurance Corporation and Old Republic National Title Insurance Company. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to your non-public personal information ("Personal Information"). In the course of our business, we may collect Personal Information about you from: applications or other forms we receive from you, including communications sent through TMX, our web-based transaction management system; your transactions with, or from the services being performed by us, our affiliates, or others; a consumer reporting agency, if such information is provided to us in connection with your transaction; and The public records maintained by governmental entities that we obtain either directly from those entities, or from our affiliates and non-affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. We may share your Personal Information with affiliated contractors or service providers who provide services in the course of our business, but only to the extent necessary for these providers to perform their services and to provide these services to you as may be required by your transaction. We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. We regularly assess security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT STATED ABOVE OR PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information when you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. Our policy regarding dispute resolution is as follows: Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. Commitment For Title Insurance Issued by Old Republic National Title Insurance Company NOTICE IMPORTANT—READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY’S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. . COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I—Requirements; Schedule B, Part II—Exceptions; and the Commitment Conditions, Old Republic National Title Insurance Company, a Minnesota corporation (the “Company”), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I—Requirements have not been met within 6 months after the Commitment Date, this Commitment terminates and the Company’s liability and obligation end. COMMITMENT CONDITIONS 1. DEFINITIONS 2. If all of the Schedule B, Part I—Requirements have not been met within the time period specified in the Commitment to Issue Policy, Commitment terminates and the Company’s liability and obligation end. 3. The Company’s liability and obligation is limited by and this Commitment is not valid without: 4. COMPANY’S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY i. comply with the Schedule B, Part I—Requirements; ii. eliminate, with the Company’s written consent, any Schedule B, Part II—Exceptions; or iii. acquire the Title or create the Mortgage covered by this Commitment. “Knowledge” or “Known”: Actual or imputed knowledge, but not constructive notice imparted by the Public Records.(a) “Land”: The land described in Schedule A and affixed improvements that by law constitute real property. The term “Land” does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (b) “Mortgage”: A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law.(c) “Policy”: Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (d) “Proposed Insured”: Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment.(e) “Proposed Policy Amount”: Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (f) “Public Records”: Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (g) “Title”: The estate or interest described in Schedule A.(h) the Notice;(a) the Commitment to Issue Policy;(b) the Commitment Conditions;(c) Schedule A;(d) Schedule B, Part I—Requirements; and(e) Schedule B, Part II—Exceptions; and(f) a counter-signature by the Company or its issuing agent that may be in electronic form.(g) The Company’s liability under Commitment Condition 4 is limited to the Proposed Insured’s actual expense incurred in the interval between the Company’s delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured’s good faith reliance to: (a) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (b) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (c) The Company’s liability shall not exceed the lesser of the Proposed Insured’s actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (d) The Company shall not be liable for the content of the Transaction Identification Data, if any.(e) 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company’s agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company’s agent for the purpose of providing closing or settlement services. 8. PRO-FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro-forma policy illustrating the coverage that the Company may provide. A pro-forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is $2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at http://www.alta.org/arbitration. IN WITNESS WHEREOF, Land Title Insurance Corporation has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A to be valid when countersigned by a validating officer or other authorized signatory. Issued by: Land Title Guarantee Company 3033 East First Avenue Suite 600 Denver, Colorado 80206 303-321-1880 Craig B. Rants, Senior Vice President This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Land Title Insurance Corporation. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; and Schedule B, Part II—Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I—Requirements have been met to the satisfaction of the Company. (f) In any event, the Company’s liability is limited by the terms and provisions of the Policy.(g) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment.(a) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment.(b) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (c) The deletion or modification of any Schedule B, Part II—Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (d) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company.(e) When the Policy is issued, all liability and obligation under this Commitment will end and the Company’s only liability will be under the Policy.(f) PRE-APPLICATION CONFERENCE SUMMARY DATE: August 5, 2021 PLANNER: Michelle Bonfils Thibeault, 970.429.2741 PROJECT NAME AND ADDRESS: Stage Road PUD/Subdivision PARCEL ID# 2737-023-00-006 REPRESENTATIVE: Chris Bendon, BendonAdams, chris@bendonadams.com DESCRIPTION: The Bar/X Subdivision was approved in 2005 by City Council (Ordinance No. 06, Series of 2005 and Reception Number 513680; and the First Supplement to the Final Plat recorded at Reception Number 563657). Page 17 of the First Supplement to the Final Plat illustrates the Trails Plan for the Stage Road PUD. The property owners of the F1 parcel have found that Annie’s Trail has been built inconsistent with the platted location. To remedy the error of the built trail versus the platted location, an Insubstantial Amendment to the Subdivision Plat may be applied for to record the existing location of Annie’s Trail throughout the subdivision. A. Insubstantial Amendments. An insubstantial amendment to an approved Project Review or an approved Detailed Review may be authorized by the Community Development Director. An insubstantial amendment shall meet the following criteria: 1.The request does not change the use or character of the development. 2.The request is consistent with the conditions and representations in the project's original approval, or otherwise represents an insubstantial change. 3.The request does not require granting a variation from the project's allowed use(s) and does not request an increase in the allowed height or floor area. 4.Any proposed changes to the approved dimensional requirements are limited to a technical nature, respond to a design parameter that could not have been foreseen during the Project Review approval, are within dimensional tolerances stated in the Project Review, or otherwise represents an insubstantial change. 5.An applicant may not apply for Detailed Review if an amendment is pending. RELEVANT LAND USE CODE SECTIONS: Section Number Section Title 26.304 Common Development Review Procedures 26.445.110.A Insubstantial Amendment For your convenience – links to the Land Use Application and Land Use Code are below: Land Use Application Land Use Code REVIEW BY: Exhibit 8 • Community Development Staff for Complete Application and Decision PUBLIC HEARING: No PLANNING FEES: $1,300 Deposit for 4 hours of staff time (hours will be billed/refunded at $325/hr) REFERRAL FEES: $325/hr. Engineering Deposit (additional review time will be billed at $325/hour) $650 flat fee Parks TOTAL DEPOSIT: $2,275 APPLICATION CHECKLIST – These items should first be submitted in a paper copy.  Completed Land Use Application and signed Fee Agreement (link above).  Pre-application Conference Summary (this document).  Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner’s right to apply for the Development Application.  Applicant’s name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant.  HOA Compliance form (Attached to Application – link above)  A written and graphic description of the proposal and an explanation of how the proposed development complies with the design guidelines relevant to the development application and relevant land use approvals associated with the property. Please compare existing to proposed use.  A survey of the property signed and stamped by a licensed Land Surveyor in the State of Colorado.  A draft plat indicating Annie’s Trail, existing and proposed location and all other elements shown on the original plat of the site and meeting the plat requirements of Chapter 26.490 – Approval Documents.  An 8 1/2” by 11” vicinity map locating the parcel within the City of Aspen.  Written responses to all review criteria. Depending on further review of the case, additional items may be requested of the application. Once the application is deemed complete by staff, the applicant/applicant’s representative will receive an e-mail requesting submission of an electronic copy of the complete application and the deposit. Once the deposit is received, the case will be assigned to a planner and the land use review will begin. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. 850 Stage Road – Vicinity Map Exhibit 9 Exhibit 10 STAGE ROAD PUD PROPERTY DESCRiPT ON FINAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISIO 1101 A parcel of ,a ,c situated in Sections 2 & I1, Township ?0 South. Range 85 ri t es, ofme o h `- rrcipai Mandan. County of P.tk Stele of Coilt aco, Said par.,., land being more pa' c..,ary cesonbed as -oil sa: Beginning at a point or the ortheas er v Rignt-of illav l ne of Coioracc State Highway No 82 (project number: 082 unit said, point oeind the northeasterly co, net of parcei cumber 120.. Project code 12269 of the Colorado department oftransponatlion, waence, the 1i4 corner common to said Sections 2 &'.1 bears N. 10'21'54 E. 708.68 feet being a found 1954 B.L.M. Brass Cap in place; thence along said northeasterly highway Right -of -Way line NBO'10'52"W., a distance of 178,00 feet to a point on the boundary line of Golf Course Parcel A. as shown on the Final Plat and P.0for Mercer, Creek Club, recorded on Plat Book 31 Pages 4 th, ough. 15 ofthe Pitkin County Recc cs. ^ence levying said northeasterly gr'. gf-way'-ne along the bgunitaN line of safe Gd: Course Party- A, the following nine ;.,_ courses: N.01 `48 3 - E., css.a ce of 915 83 fast.. 2t N.35'3127vu , a distance of 725.00 feet; 3? N.08'06'25"E., a distance of 762.37 feet; 4? SS8'59'33"'P,'., a distance of 228.21 feet; 5) SR9°08'18"W., a distance of 156.94 feet,: 3) S.88'56 50 `id., a asta ice of 144.9994 get: 71 S.88'41'56"1yt., a distance of 136.14 feet; 8) S.89'42 25"\Al _ a distance of 189.99 feet; _' NS7° 84- vV., a distance of 5.97 feet to an existing fenc_ ; -e and fierce, line extended; ..hence fallowing said fence line arc fence line a foitowing five , ; courses: N 0 ='3 58 G a cislance of 203.59 nee-: 2t N 2 27 E, a cis+ nce of 109 3 let 3, N 00' 9 27-E a distance of 296 4 fee'- 4' N.00`4153 �N _ a distance of 62.14 feet; N.0229'43E., a distance of 13,40 few. to a oo _he northery bou ci ofina, o,one y described r.. hock .8'. at cage 320 offne Pitkin County records: thence leaving said fence line anc fence line extereed N.86 294, -.v., along said nor; e. y oounda 6.C5 feet: to The easterly boundary of Burlingame Ranch Subdivision recordern Plat Boot 50 atpage e 89 of the Firkin n County records.thence leav ing said northerly nv counci'Y along the easteNy boundary ry of sac �.. �.Burlingame Ra,Fe following seven courses: N 02°52 3E P a distance of 165.48 fee,:. 21 N.00' 3 Y26 s a distance of 243 7 tee` 3, N.18`, 6-55?17A... acs.a.:c., of 8&12 roar. i N224 4 ;V a atstar,-ce of 384.52 feet; c; N.00'3407'E a distance of 57 52 feet; e` N.33'-;25C'E . a cistan:ce of 6884 feet: i N.12'39 27 E , a distance of 105.85 eel, to a . - or'he Jo th_ i., do many of Pa „e; 2 Park Trust Exalmottor Map as recorcec on pia. Look page 5A of the Pitkin County Records: o rt,r '4 n r .. of said Pare a dista .ge o- 5.8c- toot -c a ., � .. G i thence S 8$" .5 7 E agng the sgut e y bdunda y pc _ the cult claim deed recorded as Receptor No 466499 of the Pitkin Court, ecores; thence along the boundary of said cult claim deed the following fifteen (1 5) courses: N13'5057'E_. a distance of 114 3 Tee- 2' N.12044'56"E_ a distance of284.79 feet; 31 N..12'34'48"E., a distance of 263.95 feet; 41 S.59'34'09"E., a distance of 69.27 feet, 51 179.45 feet along the arc of a non -tangent curve to the ngf t, having a actus of ?,000 u0 feet., a - e- .a+ angle 0. 6'53" (chord bears S27°38'40"E. a distance of 179.21 feet 6) 3.07; 1'09"E_ a distance of 50.03 feet; 71 S.21' 1 8 .7'E.. a distance of 44.53 feet: 8) S 05'3VIO`yv_ a distance 3132.3C feet: S1w^'`32'0C"E., a distance of 45 0C feet: tCi 6.23 feet along e arc o a g Je to the raving a rat=..,. „ 4., Cu ee, a certraziangae of 1G0 %.^..^., . -ueors S.O., 3T45'-E. a ats a":ce of 65 21 feet S.25 2C 4 . E a distance of 42 24 fee 21 S.35 09 29"E_ a distance - ' 43f ., S20 3..-.,2'E.. a dista2�.-a . -_ 38 52 ' , a ,.:s.a"ce d. ..5.85fee' -,c a natn�� _.... _ _ e . _ of __ FOUND REBAR & CAP L-S- #9184 ' ERNE `SiFOD" t MP D ND.'48'31"E 9 0.83' _CENT 7di0E R GHM F-WAY ASEMEN -REC: 16780' LO v - O 2 693 sc.f 2 472 494 sq.`. _..-..- NT OF BcG+NNiN ac a 2.146 acres CORN R. SEC 2 1n7 _ -104 I FOUNT" .954BLM- 00U \'J ` 4.. Yc_ C:'i •, Rpcc CAP ,I ^ 7j8.68- TLASTIC CAP STAMPED rifle; t TY OF ASPEN LS 160" - S _ 2° _ 1 1 1-1!4" RED OgSs„ FOUND 1 1r4" YELLOW _FOUND PLASTIC CAP STAMPED: PLASTIC CAP ILLEGIBLE 624.,39, "CITY OF ASPEN LS 13166" FOUND 1 ;14" YELLOW ' A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 HIP 10 SOUTH RANGE 85 WEST OF THE 6th P.M., TOWNS , COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OE 9 STAGE ROAD PU(3 PROPERTY DESCRIPTION CONTINUED EXTERIOR BOUNDARY DESCRIPTION AND EXISTING EASEMENTS .hence N 89 0T44 "v , axing said o ,e ,y +ne _ d stance u. 56-.24 lee'; thence leaving said northerly itne along tune perimeter of a strip of land, described in Book 166 at Page 481 the following nine !9) courses: 1 N.05-:8'15"E_ a distance of 234 07 feet: 2. N'.06 234a"'I ., a stance of 252,08 fee:; 3k N.07'2845'Iv., a distance of 150.60 feet; 4i N:01 -415"E., a distance of 475,63 feet: 51 S.89 09 4C "W_, a distance of 30.02 feet; of S.01:'1415"W., a distance of'.7682 feet: 7 i S,07°28'45"E., a distance of 152.60 feet. 8) S.06`23'45`E., a distance of 248.72 feet: 9) S.05 8 5 W _ a distance of 233 33 feet tc a bo! t an the .orthe y : re of sale came',and recorded n Bock 228 a: Pag. 59c ...... \ /. \� thence a+org the nor±he ty and'aes.e ,y tres of said parce` ^e `crowing `ve )5 .... \ courses: FOUND REBAR& ALUMINUM CAP,, may 1? NS9 0TA4'With a distance of 14339 fee`; L.S, #27936 "W f 2 21 5:96 +3' , 6 1., a distance g. 2.,7.36 ee.; ' i- r11 3' S.14 07 6 A.. a distance o. 2:67 feet: - FOUND REBAR & CAPLS #27936 I- � `-N -N THE FENCE FOUND REBAR & 7 A L. . #2 936 P S 4i 5.11 5 6W., a distance of 77.29 fee`; _ FOUND REBAR & _lNE FOUND REBAR & 5) S.27"06'16"'i4., a distance of 125.08 feet to a coin. on -:^.e boundary o the CAP L.S. #27936 IN THE FENCE _ � _ IN THE FENCE CAP L.S. #27936 4th Amended Ashen Golf Course Subdivision ecor. dect on P-ai Book 63 at SET REBAR & CAP -S #28643 �+ LINE L8 LINE , . Lt Pages 62 through 66 „f the P tkin county records: _ t i N00'1927'E 298A �? ET REBAR & iN THE FENCE I thence along the boundary of said 4t . Amended Aspen Go,`+ .course ..AP _S #28643 NE -. Subdivision the following six (6) courses: N THE FENCE LINE ". N.89 20 26 '0- a distance of 3.41 feet: SET REBAR & 2} S.21'09'56`tN., a distance of 624.39 feet: CAPLS 928643 . a' S.00'24'34"Vv., a distance of 158,79 feet: 1 4) S.00'59'34"W _ a distance of 84.56 feet; _ 5) &06 3241"Al., a distance of 164.07 feet: FOUND REBAR & 8) S.25 03'34"W., a distance of 1.70 feet to the pan, Y beginning, .. CAP L.S- "-9'8e LOT 6 Sae carpel .,f :and co airing 146 00 - acres, or less. �; "066.897 sd.'t. i 5.310- acres -O ND REBAR & Count, of Pitkin, ' CAP L.S. #9'8e State of Colorado ET REBAR & CAP 'LS #28643 SET REBAR & CAP LS #28643 S08 0 yD$°0 FOUND REBAR & - 625"..AP _ B #9184 55 t.3: fib 0625„Y7 T�7 S3 56 R8" :a^ 4g5 w a CENTERLiNE OF 20 c FOOT',VIDE SEWER_/�� Z per' EASEMENT RED r Z z n W - gDa,•�u ' 38124 Zn s m LOT 3 258.761 sq.ft. SET REBAR & 940 acres - - - r CAP LS #28643 -PLASTIC CAP S+A E ! 103 "CITY OF ASPEN LS 13166" FOUND 1t4` RED PLASIC , CAP c AMPED' SW' KKBNA � L7a2 5�47 PRORCOR." L+Os SET REBAR & CAP LS #28643 SET REBAR & CAP LS _28643 SET REBAR & :hence S 88 5`48"E a+on. then tie +,.'line cf sa.c -:over ?a distance of 1.033.90 feet to a ocint on line West Bank of Maroon Creek as CAP LS #28643 -oferencen In deed records-- r• Book 166 at Page 48 - the P tk . County Records. thence along said case described above and he:^a 25.00 feet fnisri o ^ ^aria e Sao ^`es Back .. -aek e 'lcir^^ soy - . e ra .,gases m z z z z c v L z z \Z ? v < Z n. Z ¢ N 1 0 Pi Z co Off'; OM w' v Q tu n 420.050 sq.ft. > -> 9643 acres rrm------- FOUND REBAR & CAP L.S. #27936 e NO R� 181'� 5. G U O E F 4 L fG N4 2i R i UN9 R �$ g3E r0 y5. a4 POUND REBAR-&' CAP _ S a27936 LOT RM LOT C 7.774 87.158 se.ft. 3.^. T8 acres ^ n1 a0... acres �I CURVE TABLE ' CURVE LENGTH RADII'JS TANGENT CHORD BEARING DELTA C1 179 45' 1D00.00' 89 96, 179 _ , S 27'38'411" E 10°16'53" C2 76.23' 40.00' 56 28' 65.21' S 65-07'45" E 109-11'30" C3 233.57' 400 00' 120.22' 230-27' S 03`31'23" E 33'27'25" _ -CTRICAL CONSTRUCTION _ SET REBAR & AND MAINTENANCE -, CAP =S FOUND REBAR & EASEMENT REC `3500 SET REBAR & CAP L.S #27936 CAP LS #28643 V03' 50''E ELECTRICAL CONSTRUCTION F S PIKE FOUND REBAR& - L?7:' AND MAINTENANCE EASEMENT .tom, REC 1230fi". & CAP � S rt27936 -_ SET REBAR / F � � CAP LS #28643 2 L O O U REBAR,=cAP cqp ° RF&q��s 3. �S. #28643 ® a. #21gg6`y 2,3 i 263„e�5, -FOUND REBAR & REBAR?CAP CAP _& #2376 S. #28643 - SET REBAR & CAP IS #28643 SET REBAR & - CAP �S #28643 O't 20 ACRE PARCEL SET REBAR & i 940,367 sq.ft. CAP LS #28643 tZ'` t- L20- 21,588 acres ,x3 - L22 / FOUND REBAR & �ii C2 /--- CAP ILLEGIBLE ! REBARiCAP REBARICAP L2 �� L.S. #20151 L25 L.S. #28643 L2-i.�-6--- -. _._CORNER BEARS -ii `- L27 N30`56 56"W �"F _.-_._. -OUND REBAR & _ CAP ILLEGIBLE EGIBLE FOUND REBAR & _! CAP ILLEGIBLE 1 a _ . 12LZ . 462 STAGE ROAD PUDISUBD V,8!O i212acres / 7t \ 6,359,971 sq.ft. LO ; f` 146.005 acres 240,499 scJt f5,52 ac=es FfSHERPERSON S TRACT LO . G 2,928 sc f' - 2 3 a sc.` C.067 acres e 892 a.,. es SET REBAR & i CAP LS #28643 526 783 sq.ft- \ 35050 acres - t CENTERLINE OF 20 FOOT WIDE SEWER EASEMENT - / +>;� �✓ /-' I � J/1 _ t " FOUND 1 1.4 RED i .,. .. z I ? z ----- S?6'4223"A, \ 2go 23"2j 28.07 SET REBAR & - SD6"3',6"N1267.36' \ >8` S07 4p ,8 !r ,.AF #28643 SET REBAR & SET REBAR & \` - -_75 t '._ II7 40't8"ill 1 202 \ Cy LS #28643 S07 CAP LS #28643 r- n _ _ � - SET REBAR & 40'18"V! :. _ _ 2G - 2 8' SET REBAR & SET REBAR & �, CAP LS #28643 ` '-- - CAP LS #28643 CAP LS #28643 95 93 L94 SET REBAR & f -..._ C97 92 '-91 - _ CAP LS #28643 R Je _ REBAR & i i S REBAR & \ ,i ... ....... ... .., a, ,i a, ......a...., cis ..,, ,.. .. _. .g ..... t-., ., - SET REBAR & ''. - CAP LS #28643 1\CAP LS #28643 \ CAP LS #28643 SET REBAR & 1 S.47'16'56"E.. a distance of 93 51 'let; 34} S."23525bti'., a distance of 60.60 feet: CAP:_S #28643 2) S.40440Q"E a distance of 99.92 feet; 35) S 15.11 24'W'., a distance of 30.24 feet; FOUND :-1 i4" YELLOW g � L8? < 31 S 43 12 00 E., a distance of 75.48 feet:. 36, S 145+ 24 E a distance of 30.10 feet: PLASTIC C CAP STAMPED -�_� / 4i; S.26 40 59 E., a distance of 61.42 feet: 37) S 30'31356 E , a distance of 49.45 feet: LS 91.75" _858 1 . `i62 5.29 29 19 E , a distance of 82 66 feet: 38) S 33"443n E -a distance of 3140 feet: - _ _ 83 ., 44 5 "E , a distance of 78- :6 feet,. ' 3 S 5`57.56 E a distance g. 65.., -reef; '� v L --� A- L73 f ! T6I'y/ L-=63 -� 7; S70 00 04' E , a distance of 104.72 feet, S ;5'5218 E. a distance of 7255 feet : 1 4 L78 I �>_, L65 L64 1 L� 8) S.50-38 5"E , a distance of 27 37 feet; q 4 t S,07'20 49 1^ a distance of 27 d4 feet; 42 S 45' 19'43' W ` t f 20 69 fi t, L80� -' = L, - _` . _) 3.01 1648 E.. a distance of 56.82 feet, ) - a ance o ee , -0) 529-58'10"W_ a distance of 34.56 feet: 43; S.32-4551'W., a distance of 51.58 feet, 'I i S.76 08.34 Vv„ a distance of 43 6b 'eel: 44'; c 02`19'3r"E, a distance of 36.47 feet; 12) S.00°46'52"W., a distance of 11&50 feet 45) S.08-50'53"W'., a distance of 19.54 feet 13) S.24 51 14"E., a distance of 92.53 feet: 46, S.08`1544"E.. a distance of 25.11 feet; ?4) S.07`32'08"E., a distance of 36.99 feet: 47 S. 1 3'20'02"E_ a distance of 27.03 feet; 15) S.52"15'52"E , a distance of 34.18 feet: 48) S.31`23'52"E a distance of 113.34 feet; 6) S.1" 9'08"E., a distance of 79.45 feet:. 49i SOC'17'56"E, a distance of ?9.09 feet: 17= SA0 0T51"E., a distance of 160.49 feet; 50' S. ;4`06 53"tr.`_ a distance of 60.96 feet; 18) N.82-30'12"E., a distanoe of 92.23 feet: 5 1 , S. "5616"E., a distance -of 57.1.E feet: 19) N,66'41'51"E.. a distance of 24.39 feet; 52) S08'07'37"W'., a distance of 5.56 feet; 20) S.12'48'00" E., a distance of 170.52 feet: 53) N.39`2013"WW., a distance of 21 A7 feet: 21 I S.06 11 1 T W., a distance e183.10 feet: 54) N.86°08'02"W-, a distance of 47.08 feet: 22) 5:07-05'08-11_ a distance of 34 83 feet: 55) S.53-19'46 W., a distance of 28,16 feet; 23) S.00 0 32"W., a distance of 45.24 feet; 56) S 76.07 57'W_. a distance of 36.92 feet: 24) S.18`5449"E-, a distance of 72.69 feet,: 57) S.12-43'14"W., a distance of 40.76 feet; 253 SA O"58'43"E.. a distance of 75.11 feet: , 68) S.32'41'52"W., a distance of 99.52 feet; 26) S.13.40'31 `W.. a distance of 47.1,8 feet; 59) S.01 `29'59"E., a distance of 44.65 fleet 27) S.04`17'31"E., a distance of 66.15 feet: 60) 233.57 feet along The arc of a non -tangent curve to the left.. 28) S.08'20'24"E., a distance of 136A2 feet; having a radius of 400-00 feet, a central angle of 33'27'25'.. 29) S..04.2958 W., a distance of 65,63 feet; f.:.hobt bears S.03'31'23"E, a distance of 23027 feet 30) S.05 54 39"E., a distance of 34.46 feet. 6 S 20-1505'E., a distance of 63,49 feet to a point on the 3:) S.20`5018"41., a distance of 88 4. reef: northerly iine _ parcel of tend recorded M Book 228 at Page 590 32) S.02'09'35"W., a distance of 28.08 feet: o, the Pitkin County records:. 334 SS3`23'59" M,i.. a distance of 34.41 feet: NO C : ACCORD NO TO CO ORAD••O LAW MUI-COMMENCE4N: LEGAL AC 3ASEa UPON A. DEFECT :N -HIS SURVEY 1J.TI+lN 'TIRE- YEARS -FTER RST DISCOVER C DEFECT.N NOvFN lI,4Y \ s 4 C .. BASED POI, AN DEFECT IN THIS SURVEY B_ COMMENCED MORE -HAN' �N BAR,- -RON _'H:E _'A OF t, < CATON SHOWN r_'C_.ON. KEY MAP RED 138126 / / PLASTIC CAP STAMPED LOT 9 LOT F2 - k`5^ - "S&W 7972 PROP.COR" ' 70,863 sq.ft. 129f . ,208 sq - - - - - _ _ 3.922 acres 16.740 acres / .3 1`i OTe-__ / u LO 7 3.256 acres L40 155 641 sq.ft. V,1 -9- _ 3.573 acres - \ 3' L396r / s 3 L37 , A +4- 25,00 fee. westerly of a-c pa•aiiel to \ said West Bank of Maroon Creek \ ' / G47 L5 149 � - ate- �59 157 56 _05 63- 'i�Ln2 -L50 �-L5£ MAt200 CENTERLINE OF 20 FOOT WIDE SEWER EASEMENT RED 138126 GRAPHIC SCALE 'GG 200 400 400 ( IN FENS ) 1 inch = 200 ft. vvI 1 %11 � V' �� 1 V LL CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDA}LtrE. C�O�LORADO 8'1623 (97 V) 704-03 "1 4 -0T 1 _OT2 _OT 3 LOT 4 LOT 5 .LOT 6 TOT 7 LOTS LOT LOT 10 OT 11 LOT ?2 LOT C OT e', LOT F2 LOT RM SHERPERSON'S TRACT SUBTOTAL BOUNDARY CONSERVATION .AGRICULTURAL CONSERVATION MAROON CREEK CANYON ENVELOPE EASEMENT EASEMENT CONSERVATION EASEMENT 9nU 3b / sc.tt. 2 : dbb acres ' 07 693 sq.ft. 2A72 acres 22 706 sc ft. 0.521 acres 93,494 sq.ft. 2.146 acres 23.550 sq.ft. 0.541 acres 4,865 sq.ft. 3.112 acres 258,761 sq,ft. 5.940 acres 19,203 sq.ft. 0.441 acres 10.436 sq.ft. 0.240 acres 195,013 sq.ft. 4.477 acres 4' 3 495 sq.ft. 9.493 acres 21.511 soft. 0,494 acres 210.038 sq,ft. 4-822 acres 348.765 sq.ft. 8.007 acres 420,050 sd.ft, 9.643 acres 20,215 sq,ft. 0.464 acres 328,240 sd.ft. 7.535 acres 384,110 sq.ft. &818 acres 666 897 sq,ft. 15.310 acres 24.292 sq.ft, 0.558 acres 587.983 sq ft. 13,498 :acres 155,641 st:#t. 3.573 acres 21.891 sq,ft. 0.503 acres 58.486 sq.ft. 1.343 acres 141 810 sq,ft 3,256 acres 22.834 sq.ft 0-524 acres 52.519 sq.ft. 1.206 acres 1.70,863 sq.ft. 3.922 acres 21.920 sq,ft. 0.503 acres 64,807 sq.ft. 1,488 acres 211087 sq ft_ 4.892 acres 22.010 sq.tt 0.505 acres `26 022 sett. 2-893 acres 240,499 stuff. 5 521 acres 21,166 sq,ft. 0.486 acres '57,858 sq.ft. 3.624 acres 183,462 sq.ft. 4.212 acres 1,9,387 sq.ft- 33.457 acres "02,.292 sq.ft. 2.348 acres 87.158 soft. 2..001 acres 1.526,783 sq,fL 35 050 acres 99.532 st.":. 2285 acres 121,745 sc.fi. 25.752 acres 729.208 sqA. 16.740 acres 6 n15 sq.ft, 0.138 acres 625,679 sq.ft. 14.364 acres 7.774 sq,ft. 0A 78 acres 2.928 sc:ft. 0.067 acres 6.359,970 sq.ft. 146.004 acres 648,245 sq.ft. 14.882 acres 3.204,300 stift. 73 561 acres 525,679 sq.fi 14.364 acres 6.359,97: sq.ft. `46.005 acres 3,204302 _q.-_. 73.561 acres 625679 sq.ft. 14.364 acres i ! I ��u a _ e6 LINE TABLE LINE LENGTH BEARING L1 178 00' N 60'10'52" W L2 228.21' S 88°5933" W I : 3 156.94' S 89108118" W L4 144 94' S 88,56,551, W L5 136 14' S 88'41'56" W L6. 189 99, S 89'4225' W L7 5.97' N 87'18'47" W L8 203.59' N 01'01'58" E L9 109,93' N 02-02'27" E L10 62,14' N 00°41'53" W _ 13.4' N 02'29'43' E 1-12 605, N 86'29'41' W L1:3 165.48' N 02'52'36" E 1_14 80 12' N 18`16'57" Jti' L15 57 52' N 00`34'07" E L16 105-85' N 12'3927" E L17 6.86 S 88`1547" E L18 11473' N13°50'57'E L19 69 27' S 59'34'09" E L20 50.03' S 07` 11 `09" E L21 445& S 21'18'17" E L22 32 00' S 05'31'10" W L23 45,00' S 10'32`00" E 24 42.24' S 25"2041" E L25 43.07' S 35'09'29" E L26 50 20' S 20'30'32" E L27 17 4 ' 0 S 27'41'19" E L28 135 W S 04'OF52' W L29 93 51' S 47`16'56" E L30 99 92' S 40"44'00" E L31 75A& S43'1200"E -32 5'L42' S 26'4059" E L33 82 66' S 29'2919' E L34 78,16' S 44'11'50" E L35 104.72' S 70'00'04" E L36 27 37' S 50`38'15' E L37 56.82' S 01-1648" E L38 34 56' S 29'58'10" W L39 43.66 S 76'08'3 2 " W L40 118.50' S 00 46'52" W L41 92 53' S 24'51'14" E L42 36 99' S 07'32'08" E L43 34 18, S 52'15'52" E L44 79.45' S 11'19'08" E L45 160,49' S 40'07'51" E L46 92.23' N 82'3012' E L47 24.39' N 66'4151" E L48 170,52' S 12'48'00` E L49 83 10' S 06'11'l3" W L50 34.83' S 07'05'08" E L51 4524' S 00"01 37 i L52 72 69' S 18'5449" E L53 75.11' S ' 0-58'43" E L54 47.18' S 13'40'31" W L55 66 15' S 04' IT31" E L56 136 42- S 08'20'24" E L57 8513B S 04'29'56" W L58 34 46' S 05°5439" E 09 864' c2Ca0 ,8 =60 28O8' S 02 09 3ti A _61 34.41 S 53'2359 ' j _62 66 60' S 12"35'25,A;___J -63 3024' S , 5' 1, 124 "A' L64 30 f 0' S 14'51'24' E L65 49,45' S 30'36'56" E L66 31,40' S 33'44'33" E L67 65.95' S 25'57'56" E L68 72 55' S 15'52'18" E L69 2744' S 07-20149- W' L7C 20,69' S 45 10'43" W L71 51 58, S 32 45'51" W L72 36.47' S 02'19'30" E L73 19 54, S 08 50'53" IN 74 25 : ".' `` C8 :5'44" E L75 27.03' S 13°2902" E L.76 113.34' S 31'23'52" E L77 19.09, S 00' 17'56" E L78 60 96' S 14'06'53" W L79 5716' S11'55'16"E L80 5.56 S 08'07'37" W L81 21 AT N 39'20'13" W _82 47 08' N 86'08'0P' W L83 28A 6' S 53"19'46" W L84 36 92 S 76"07'57" W L85 4076 S 12'43'14' W L86 99 5 2' S 32 41'S2" W L87 44,65' S 01 29'S9" E L88 2 5'OS" c ! _o8.. 156.241 N 89°07'44" Vv L90 234.07' N 05'1815' E L91 252 08' N 06'23'45" W L92 150.60' N 07°2845" W L 93 175 63' N 01'14'15" E L94 30.02 S 89'09'40" W L95 176,82' S 01014'15" W L96 15260' S 07 2845" E L97 24872' S 06'23`45" E L98 233,33' S 05118115" W L99 143,39' N 89'07'44" W LIDO 11267' S 14'07'16" W L101 7729 S 11'25'16' W L102_ 125.08' S 27'06'16" Vt L103 34P N 89'2'26" W L104 15879' S 00"24'34" E L105 84.56' W Li o6 164 07' _S_00'59'34" S 06-32'41" W 1107 7.70' S 24,591.116, n' FINAL STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION iB 7S- P311 Summary of lots and allowable square footages of construction Lots Lot Area Residentiai units PAR ,Sc Ft I ot. Name 20 Acre F =atherino Parcel 0 Fathering Parcel F2 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot Lot 7 Lot 8 Lot 9 Lot 10 Lot 1' Lot 12 Ranch Manager RM Cultural I Area: Lo', -isheroe Tract Total Av� der Tra Nc =1 �G u3 Sp' AGRICULTURAL AND MAROON CREEK CONSERVATION EASEMENT LINE TABLE LWE LtNGTH BEARING LA34 S ' 3v LA35 9,48' N 06 33 04" E �LA36. 93.3T N 87 46'19" VV I LA37 103,69' S 45"52'51" W �LA38 81.79' S 81,18,191, W LA39 6233' S 67'50'31" W LA40 114,91' S 33'09'57" W LA41 23AT N88-11'29"W AL�44 101.76' N 64'05'13" E LA45 76,85' N 45'31'04" E LA46 105.40' N 28'21'08" E LA47 LA48 166,24' 62.83' N 83'01'54" E N 37'01'05' E LA49 176,97' N 18 09'09" W LA50 I57.71' S 89'20'28" W LA51 126.50'_- S 87"15'08" W LA52 16325'_ N 02'29'43" E LA53 14137' N 00'1154'W LA54 149,36` N 12'45'55" E {.�LA55 321 19' N 89'31'10" E I ;A56 48 3V S 00'04'41' E LA57 _ 96.71' S 90 00'0 _A58 78 33 I N 10'00'28" E -_N LA59 2099' -_ 90'00'00" W LA60 10081' N 16'1 O'l2" E LA61. 102,18' N15'03'57"W LA62 219 62' N 41 *28'13" E LA63 301,55` N 07'l546' E. LA64 245 10' N 13'46'24" W LA65 286.12' N 00'10'38" W LA91 j 25 6', , S 62,3459' E NGiCE ACCORDING TO COLORADO LAW YOU MUSTCOMMENCEAN. 1EGAL CT'ON BASED UPON AN' DE ECT:N THIS SURVEY WITHIN THREE EARS AFTER, YOU FIRST DISCOVER SUCH DE E N No EVENT MAY AN ACTON 3ASED UPON AN. DEFECT N THIS SURVEY BE COMMENCED MORE THAN. `.BARS ,RO*rA T DATE C� ., K - CAT:v\ S-i.CWti .: uN. LA105 62 55' N 02 41'39"W LA106 111 38 _..,.._ N 03'06'15" E LA107 142.68 N 06'43'55 E LA108 262,06' N 11'57`56" E LA109 154.02' N17'36'45"E.. LA111 I26.80' N 2D'26'37" E LA112 58.30, N 10'24'30' W LA113 10817 N201930"W LA114 134 00 N 26 16'00" E LA115 79 26' _- NOS 33.54' E _ LA116 87 17' N 04'2031" W LA117 227,31' N 23'51'33' W LAI18 118.70' N 21'52'37" W LAI 19 182.29' N 48`27'21' W LA120 209 16' N 27'53'13" W.. LA121 611.76' N 43'42'13" W LA122 97 24' N 45'16'05" W.. LA123 348 69' N 75'19'37' W AGRICULTURAL AND MAROON CREEK CONSERVATION EASEMENT CURVE TABLE CllRVE LENGTH RADIUS TANGENT CHORD BEARING DELTA CA2 70.23' 287.99 35.29' 70,06' N 00'35'26' E 13`5822" CA4 38A4' 100000' 19:07' 38. 4' N 08'40'10" E 2'11'07" CAS 51.03' 910.64 25.52' S1,03' S08`0924'W 31240" CA6 73.58' 745.24 36.82' 7355' N34'39'15"E 53924' CA7 24.21 25.W 13..15' 2327' N 6531317" E 55.28 39" CA10 6461' 1000.00, 32:32 64.60' SO4`32'42"E 3'42'O6" CAI? 1 79:44' 1 556.23' 1 39.79' 79 3T N 06"47'07" W 8'10'57" CA12 1 195 21' 1 800,00' 1 98,09' 1 194 73' S 03'53'11" E 13'58'51' A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 3 OF 9 EXTERIOR BOUNDARY AND CONSERVATION EASEMENTS SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE. COLORADO 81623 970" 704-031' KEY MAP f CURVE TABLE CURVE LENC-TH RADIUS TANGENT CHORD NG DELTA C1 179.45' 100fl.:00` 89:96, 17921.' 40"E jE 10`16'S3"C2 76,23' 40.00' 56.28' 65.21' 45"E 109`11`30"C3 233.57 400.00' 120.22' 230 2T 23" E 33'2T25` 09 LINE TABLE LINE LENGTH BEARING �* 178.00' N 60 10'52" W L2 228,21' S 88'59'33" W L3 156.94' S 89'08'18" W L4 144-94' S W56'55"' W L5 136.14' S 88'41'56" W L6 189,99, S 89'42'25" W L7 5.97' N 87'18'47" W L8 203.59' N 01'01'58" E -9 109:93' N O2 02'27" E -1 L10 62.14' N 00041353" W L11 13.40' N 02'29'43" E Li2 6 05, N 86'29'41" W L13 165 48' N 02'52'36" E L14 80.12' IN 18'16'57"W L15 57,52' N 00`34'07" E L16 105,85, N 12'39'27" E L17 6.88' 88"15'47" E L18 11473' _ _S N13'50'57'E L19 69 27' S 59'3409" E L20 50 03, S 07'1 r'09" E L21 44 53' S 21'18'17" E L22 32.00' S 05,31'10'' W' L23 45 00' S 10`32'00" E L24 42,24' S 25`2041" E L25 43 OT S 35'09'29" E L26 50.20' S 20'30'32" E L27 17 40' S 27'41'19" E L28 135 85' S 04'08'52" W L29 93.51' S 47'16'56" E L30 99 92' S 40'44'00" E L31 75.48' S 43'12'00" E L32 5 AZ S 26'40'59" E L33 82.66' S 29'29'19' E L34 78.16' S 44` 1 V50" E L35 104.72; S 70`00'04" E L36 27.37 S 50'38'15" E L37 56.82' S 01'l648" E L38 34.56, S 29`58'10" W 1_39 43:65, S 76'08'32" W L40 118,50' S 00'46'52" W 1,41 9153' S 24'5114" E L42 36.99' S 07"32'08" E L43 34.4 S 52'15'52'* E L44 79,45' S I l'19'08" E L45 160.49' S 40'07'51" E L46 92.23' N 82-3012" E L47 24.39' N66'41'51"E L48 170.52' S 12'48'00" E L49 83AU SGalt 11131W L50 34S3' S 07`05'08" E L51 45.24' S 00101132" W L52 72.69' S 18'54'49" E L53 75A I' S 10'5843" E 1-54 47.18' S 13'40'31" W L55 66.15' S 04'1T31" E L56 136,42' S 08`20'24" E L57 65:63' S 04`29S6" W' L58 34.46` S 05`5439" E _6-v 28 08' c n2'09'3 L61 34.4"=' S 53'23'59"'A L62 60.60, S IT35'25 L63 30,24' S 1:5"5'2_4' lv L64 30AT' S 14'51'24" E L65 49.45' S 30'36'56" E L66 31 AO' S 33`44'33" E L67 65,95' _ S 25'57'56" E L68 7255' S 15'52'18" E L69 27.44' S 07'20'49"W L70 20.69 S 45'10'43" W L71 51.58, S 32'4551" W L72 36.47' S 02'19'30" E L73 19.54' S 08`50,53" W L74 25.11' S 08"1544" E L75 27.03' S 13'20'02" E L76 113.34' S 31'2352" E L77 19,09 S OO'l T56" E L78 60.96, S 14'06'53" W L79 57.16' S 11'55'l6" E L80 5,56, S 08'007'37" W L81 21 AT N 39'20'13'W L82 47,08' N 86'08'02" W L83 28.16' S 53'19'46" W L84 36.92, S 76'07'57" W L85 40.76' S 12'43'14" W L86 99.52' S 32'41'52" W L87 44,65' S 01 `2959" E L88 63.49 a 20"15 0 89 _ -56.24' N 8 '07'4 L90 234,07' N 05`1815" E L91 252.08' N 06'2345" W L92 150.60' N 07'2845" W L93 175,63' N 01'14'15" E L94 30D2' S 89'09'40" W L95 176.82' S 01'14'15" W L96 152.60' S 07'28'45" E L97 248.72' S 06"2345" E L98 233.33' S 05'1815" W" L99 143.39' N 89'07'44" W 1_100 112 67' S 14'07'16' VV L101 7729 S 11'25'16 W L102 125.08' S 27'06116' W L103 3.41' N 89`20'26" W L104 158 79' S fl0, 2434" E L105 84 56 S 00'59'34" W LIN 164,07' SO6'32'41"W L107 7 70' S 24'S9'38" W GRAPHIC SCALE 200 0 100 200 400 40C 1 IN IN ( IN FEET j 1 inch = 200 ft. lll" Ii!i ��II�� lii i� II 11� ��: ��I�( ,� �� '2 FWAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION Pas 2' ROAD OYL TREATMENT 6' OVER COMPACTED PED PATH 2% CUT/F/L4 OAX_ EXISTING SUBGRADE TO BE SCARIFIED TO 6" AND RECOMPACTED TO DENSITY OF SURROUNDING EARTH 6 SWALE 4" CIASS 6 AGGREGATE 81 MIN COVER SEE BEDDING DETAIL NOTCE: ACCORDING TO COLORADO LAW Y`Dkw MUST COMMENCE ANY _7GAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WTHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCh DEFECT. N NO EVENT MAY ANY ACTION 3ASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE T-liAN TEN EARS -ROM. THE DAE IF CER71RCATION S'HO'WN - ERFON. CURVE TABLE CURVE LENGTH. RADIUS TANGENT i CHORD j BEARING DELTA CS1 107,45' 204.27 55001' '06-22 N 29'59'36" A' 1 30-08'19" ROAD OYL TREATMENT OVER COMPACTED BASE 2% 2% i 1 37 MIN WARNING TAPE -_ Si --GRADE .(--LABEL "DOMESTIC WATER. GAS LINE — -12' WARNING TAPE LASEL"GAS" IUMIN EXISTING SEWER EDGE TO EDGE i LOCATION VARIES DOMESTIC WATER MAIN EE PLAN SEE PLAN FOR LINE SIZE AND LOCATION TYPICAL STAGE ROAD & UTILITY SECTION (NOTPERTIINENTT .0 STAGE ROAD SOUTH) SCALEr '15' SWALE CUTIFIL, MIN POWER CATV - 3'SCH 40 PVC QWEST TELEPHONE - 4" CONDUIT PULL BOX EVERY 400-5001 EMPTY CONDUIT FOR FUTURE FIBER OPTICS A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M, COUNTY OF PITKIN, STATE OF COLORADO SHEET 4 OF 9 EXTERIOR BOUNDARY DESCRIPTION AND EXISTING & PROPOSED EASEMENTS oto GRAPHIC SCALE i00 200 400 400 IN FEET 1 inch = 200 ft. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 N48'37l0!'W 3972.4C' KEY MAP 231033 09/16/C5 23O33P_AT.D-WG P) 5 FINAL PLAT OF: 7 STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION EASEMENT CURVE TABLE CURVE : LENGTH RADIUS TANGENT CHORD BEARING DELTA CE1 44.46' 485,50' 22.25 ''. 44 45' '.. S 88`30'36" E '.. 5'14'51" ' CE'a 28.20' 48550 S87`3..'02" E ''. 3='9'd2• ''. _. CElb 16.26 485.50 8.13' 16 26' N 89'49'33" E 1155109 ''. CE2 98.06, 5000.90' 49.03 9$ 06 N 88"8"6" E CE3 42.26' 2000.00 21 A 3 42.26 ''' S 88`20'53" Va •"2'39 CE4 126.9U 3000.00 63.46' 126 89' N 89150106" A 2-25'25` CE5 187.76' 140.291 10.96 '74 06 N 53'02'03" E 76'e1'08" CE6 66.81' 285 70' 33 56' 66 66, N 07'59'32" E 13"23'55" CE6a.__ 42.49 28570' 21.29 42 45' N 10'25'50" E 8.3119" E6e 24.32 285,70 ' 2 1 24.31 N 43153' E 4"52'36 CE7 1392U 121 21' 78.415 131 68` N 31 36 6' W 65 48'01 ` CES - 74 On' 100,001 38.8" 72 37' S 43 38" E 42`25'37' CE9 162.8T 130,00i 94.03 152.38 S 3`47'55" W 71'45'28 CEIC _. '02.73 48.00' 877 842` N11'38'00"'W 122'3716' E'' _ 99 01' 226 00' 503 98 22' S 60 23 38" E 25 06 OC" E12 49 07- ' 1 O 00' 24 9s 48 66' S 35 03 55" E 25 3325" E 1 3 49 39' 200.00' 24.821 49.26 N 29 2 42' V4 ' 4'08 57" .,E 4 126 245.46 64 46 24 69 N 13 •N 29 254^ . CE14a 497' 24546 5856 .?392 N 238-27-v4 382 265006' E14b '.' 24546' S 56 11 N 27 2 18"'h 2'3535' % CE 5 8' 46' 10&007 42.861 79.47 S 3 54 33' E 44 01 55 / CE16 71.94' 106 00, 37.42 710.5T N 6 28 57- 'A' 38'53'07" ^// CE16a 596' 106,003 2 98' 5.96 N 34 854' W 3.131W CE 6t 38.89' ' 06.00 19:66 38.67 N 22 1 - 43' V` 21'01'06' E16c 27.10' 10&001 13.621 27 C2 N 04 21 47" ,A 1438'46' CE17 - CE22 43.26' 43.5T 60.DC 45.00 223Z 23.6E 4233' 41 85 S174145'E N 60 1317" E 41 c18'42' 55'28'39 .'19 j CE23 80.6T 765.24' 40.37 80 63 N 34 2T45" E 6`02'24" o> CE24 28,112 88 80' 4.18 28 00' N 20 41 OC' `t' 18'08'36 ` E25 44 7C__ 160,29 Z50 44.56 N 43 0409' E �4, ,.E26 .,9 ., 78 4z- 31,3C1 58.14 ' N "5 .,' 25''ay. 43`�C G" '.. - � ' \R�\\`Af� 3g g''G 1 67 pu t;r CURVE TABLE CURVE LENGTH RADIUS TANGEN7 CHORD BEARING DELTA C' I 21.5 265.7U 10.78 21_54 N 03 3658" E 4'384T CL2 1:6.23' '01.21` 65,48 '09.95 N31"3526"V1 65`48O" _OT LINE TABLE LINE _ENGTH BEARING LL1 69.30- i S 89'4642" E LL2 49.99' j S 48'5128" E _,'_3 129.96` S 63'49'20" E _L4 y 97.75' S 80a9 58" E _L5 126.50 N 87 ; 5'08" E LL6 .14.77 S 89-5656" E ..1-7 84A9' N OC 00'00" E �L8 1 6.21 N 89 C ' E LL9 20.37' S 48 3345" E L10 ?4.95' S 17 55 "W L_11 79 26' S 053354 'A `2 - 8'! S2 cE S 4 26 8C' S 2 26"- :,5 45 N 80'46 24 .': 6 82 19' N 64 JC a A _ 7 84.97' : S 32 51 5g ',', ILL18 59.02' i N 53 1608 W LL19 47.28' NN 43 - . L2 106.84' N 33. 14 12 J4 21 106.38' N 41 3332 W - LL22 20.62 N 56'52'55"%11 ' LL23 1 39 90' N 70 ..V47 A, LL24 70.27' N 42 0314" Wu LL25 77,89' N 33 5923" W LL26 I 121.16' { N 24 0 44 ,N _L27 • .5S N 33 3 ,'.' - LL28 43.09' N 22 32 16 W LL29 51.55' N 68 21 03' W LL30 87.71' S36 4823'E �_31-� 18-70'- _ S215237 E j LL32 87 17' _ S 04 20 31 E LL33 _ 91 20' N 33 0720 E LL45 61.52' N 29-38 24 E Li46 17.79' S 56.17 57" E LL47 28.69 S 71 33 29" E L_ LL48 71.54' S 90 00'00" E LL49 5T71' S 02 0825" W LL50 42A9' S 47'20'30" E _L51: { 103.74' S 27022'06" E _52 105.8C - S 44 5544' E L53 - 96 9c S 34 :G2' E - _L54 1 73.91% S 55°24'54"vV _L55 i 61.86 S 35 47 32" E LL56LL56 90.75� N 73 413" E73 413" E F7 35441 N 86 00 7 'A' BUILDING ENVELOPE LINE TABLE LINE LENGTH BEARING LBt 127 51' S 58 42'09" E LB2 80.36 S i9 31102 W LB3 118.57' S 08 47 Ni LB4 132 80' N 54 a413"'JV LB5 86 i6' N 12 5612 E - LB6 101.57 N 13 5730" E _B7 145.35 c' .. 65 5408' E _BB 165.84` S 2 09 56 Av B.,G .. 448- N 64 5040 ati LB1a 63.48' N 19 4520' E B1? 9232' N320350"E B 2 sc ' N 68 39 r _ -BI3 G ,` B 6 44 B14 80' „2 E c _B�r - 234-7 ', .. 830 54..' • _818 105.40' S 28 21 08 W L819 40.46' S 45 31 04" W _820 69 34' 1 N 40 35 38 "A'L621 420,' - N 37 5649E LB22 63 9.1 N 19 2210 E LB23 ,19.82 N 10 1 - 20 A' L624 70.62 N 66 4746" E LB25 15.81` 1 N 82`2541" E LB26 149.SG S'80909"E LB27 ! 62.83' S 37 01 O5" 'A' L628 629 55,17: S 83"01 54- W 196,12' N 20-31 57" W i L830 7415 N 71 14'13" E LB31 32526' S 10'19'23" E I LB32 80 02' S 83 20 38" W LB33 309 32' N 09 0701 Vt LB34 21 21' N 90 0000 F LB35 .52,44' S 17 205. 'P LB36 8942' S 50 0422' "A' , L B37 1 62.41' N 66'36?7" W I I L638 79.29' N 05 02'24" E LB39 i 41,67' N544914"E _640 75.68` 1 N 06'53'16" E -OC.48` N 02 ffi 52' W 9 �� ,i �aS�ht�Nt � V CF F7, aZ �Rhi;#\N g 41NG T*ry Lta 'v0 tCE ACCORDING TO COLORADO AW YOv MUST COMMNCE ANY LEGAL ACTION BASED UPON ANY DEFECT N THIS SURVEY 'W, THIN THREE YEARS AF`ER 7.RST D:SCC✓ER S N NC- EVEN 7Av ANY AvTON BASED .,PON ANY DFFEGT N 'HIS SURVEY BE COMMENCE- MORE tiAN TEN "EARS FROM 7HE _a`E O- C R. :Cn.1?ON S1-OWN -HEREON. A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIIN, STATE OF COLORADO SHEET 5 OF 9 SITE PLAN,INTERIOR LOTS AND EASEMENTS 31' r 1 3v i Obi �qL �G s��LE GRAPHIC -�}p �T�7p7 � 77 �s ll2il�llii� �ti✓�L1= 'g0 0 50 100 200 40G FEET _non - OG ft 19) E2s 3o 52 a3 kga acre' FE �fl a I / 1. a Oa 214b EVO �385-G /gilyplNG �N� �"� �m /Sv,VOi � 1 610 c LSi, \ `\ L68 - m g�%.�C° 298,95. S21'09'56"W 624.39' `1a3 L!02 ,"0" CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA C1 179:45' 1000.00' 8996' 179.21' N:27'38'40"W' 70'16'S3". 2 7&2& 40-00' ' 714"C3 65 2' 565`07'45' E 109`91'3# " 23157' 400.00' 120.22' 230 27' S 03"311'23" E 33-2725° LEGEND indicates Agricultural Conservation. Easement 1=,� \� /' / • / nc Gates Maroon Creek Canyon Conservation Easement in ..gates Fathering Paree! Agr culterat Easeme \; \ N �saa°a6'25 `3 , s{Rye. �818 }: \� � / � '� "-.:•�� ! �- , ..�': to S ...: .......... ....... .., .....,. ........ �- R a o � v a i Al F O a •a 01 3 ti 0 e t C t \ Ott V4O N, i .�G��iANOil SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 764-03? I-'Z'5 2 R 9..00 D 0.00 0y - KEY MAP LINE TABLE _ LINE LENGTH BEARING .._ - 78.00' N 60'10'52" W' L2 228.21' S 88'59 33" W L3 156.94 S 89'0818" W L55 66A 51 S 04'17'31" E L56 136 42' S 08'20'24" E L57 65 63 S 04'29`56" W L58 34.46' S 05'S4'39' E 88 41' S 2050'18" W 28 08' S 02'09'35"W 34 41' S 53"2359" W OL59 60.60' S 123525"W 30 24' S 15'1 V24" W 30 10' S 14'51'24"E 49 45' S 30'36 56" E I_66 31,401 S 33'4433" E L67 65,95' S 25'5756" E L68 7Z55' S 1,5'52'18"E L69 27.44' S 07`20'49" W L70 20.69' S 45'10'43" W L71 51 5$, S 3245'51" W L72 36,47' S 02'19'30" E L73 19.54 S 08'50'53' W L74 25 11' S 08`1644" E L75 27 03' S 13'20'02' E L76 1.13.34' S 31'23'52' E L77 19,09, S 00`17'56" E L78 60.96' S 14 0653" W L79 57.16' S 11 55'16" E 1-80 5.56' S 08`07'37" W L8? 23 47' N 39'20'13" W L 82 47 08' N 86`08'02' W L83 28 16' S 53'1946" W L84 36 92' S 76"C7'5T lx' L85 40,76' S 12'43'14" W L86 99.52' S 32-41'52" W L 7 44 65' S 01'2959' E U88 63,49' S 20'15'05" E L89 156 24' N WOT44" W L90 234,07' N 05018115" E L91 252.08' N 06'2345 W L92 30.5C' N 7`284 v' 193 7 63: V 01,'"4 F c -94 30.02' S 89'09'40 ` A" -95 '76.82: S 01'!4'15" W _96 '5260' a0. 2$45"E L97 248 72' S 06'2345' E L98 233.33' S 05`1 F15- W L99 143 39' N 89'07'44' W L100 112,67' S .4'07' 6' W U101 772r4 S,1-25'16"W L102 125 08' S 27'06'16" W L103 3.41' N 89'20'26" W L104 15879' S QO'2434" E L105 84 56' S 00"59'34" W L106 164.07' S 06`3Z4 t' W 23C33 08/16,/05 23C33PL.= DWG i g7s DETAIL SCALE "'=13C LS NG` EFE 57.99 ti14 4 Er -Bh1LD1NC ENVELOPE LB33'+. \0"' ACCORDING O COLORADO :LAW YOU MUST COMMENCE AN L GA-_ aC"+Oh BASED UPON AN" DE_C _N THIS SURVEY >"1.THIN THREE "EARS ER YOU FIRSTDISCOVER SUCH DEFECT- N NO EVENT MAY N' AC -ON BASED UPON ANY DEFECT N THIS SURVEY 9E COMMENCED MORE T.HAti EN _ARS ' ` 0M "' _ DATE- .. R CA70N SI CWN -i R_Oh. A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M COUNTY OF PITKIN, STATE OF COLORADO SHEET 6 OF 9 SITE PLAN,INTERIOR LOTS AND EASEMENTS af,c t+s W 24� ^ve LOT PM 7.774 sq �.178 acres ACCESS EASEMENT 42" . - `OR THE BENEFIT O. 3 -20�, 7/ 26s".94' 2G ACRE ?ARCED_ 44'3n„r 7` LOT O 87.' 58 sQ t. 2.00' acres LEGEND 7 `,-777 Indicates Aa aura Corse. 1 or Easemen` e ,nica,-es Fathering pa cel Agr=llbuml Easeme- z GRAPHIC SCALE 'a. a 50 500 200 4w ( Ilv FEET ) 1 inch = 100 ft SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 Qe 20 ACRE PARCEL 940.367 sc rt. 21.588 acres 21 VVIDE UTiLITY EASEMENT TO BE CENT R D OVER ALIGNMENT OF . X STINC ' 'y LINE Oe Q� rV:i2o� _4�9 �a L 28 ._._.. - _. EASEMENT CURVE TABLE _.. _... .._. CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA -' CE1 44 46 - 485.50' 22:26 44AF S 88'30 36" E 5"14'51" CE2 98 06 5000 00 49 03' 98.06 N 88'18 16' E 1 OT25" CE3 42.26 ',. 200fl 00' 21 13' 42.26 _ S 88'20'53" V4 1 ? 2'39" CE4 126.90' 300000' 63 46' 126.89' N 89'50'06" W 2'25'25" CE5 _ 187.76 14029 11096 174.06' N53`02'03' E 76"41'08" CE6 66 v 285 70' 33 56 66.66' N 07"59'32" E 13'2355" CE6a 42.49 _ 285 70' 21.29 42.45' N 10"25'50" E 8`31'19" CE6b 2432 28570 1217 24.31' .N 63-43 o3 e 45e 3o` CET -39 2C' 2 2 'a 4 63'_... N 3-3626' ,A` CE8 74 05 _._ 100.00 38.8V 72 37 S 43'17 38" E 42 25'37" 162.81 130.00 94 03' 152.38' _.. S 13'47'55" W 71 "4528" _CE9 CE10 10273' _._48 OU _ 877" 84.21'.. N 11`38'00"W .. 122`3716" CEN _ 99 01' 226 00' 5031 98.22' _ S 60'23'38" E 25"06'00" CE12 49 CT _' 0 00' ''. 24 95' 48.66' S 35'0355" E 25`33'25" CE13 49 39' 200 00' 24.82' 49.26' N 29'21'42" VU 14`0&57" -' CE15 8" 46 106,00 - 42 86 79AT S 13'54'33' E 44'01'55" CE15 - 71 94' 10600 37,42' 70.57' N 1628'57' W 38'53'07" CE15a 5 96' 10 OU 2 98' 5.96 N 34'18'54' W 3'13'14" CE15b 3889 10609 19.66 386T N22-11'43"W 21'0106" CE15c _ 27 10' 106 00' 13.62' 27 02' N 04'2V47- W 14`38'46" CE16 4326 -�60.00' 22.62' 42.33' _. S 17'4145" E 41`18'42' CE22 . 43.57 45 OC 23 66 41.89 N 65' 13 ? 7 E - 55'28'39' CE23 _ 80 6T 76524' _ 40.37' 80.63' N 34'27'45" E 6'02'24" CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA 265.701 0 78' 21 54' N 03`36`58' E 5 3847' 1-0 < 2' 05.4$' `09 95' N 3"36'20' W 65 48'0"' CURVE TABLE CURVE LENGTH RADIUS TANGENT!. CHORD. BEARING. DELTA C1 179 45' 'DOD 00' 89 96' 179.21' S 27`3840' E 10'16'53" C2 76 23' 40.00' 5628' 65.21' 1 S 65`0745` E 109'1 V30" C3 233.5Z 400 001 120 22' 230,27' 1 S 03'31'23" E 33'27'25" ;III ! I �!I i'� ICI;Jill869II I IIIJI I. !I I ,II I� II�II Ill i_ L27 L23 LINE TABLE LENGTH BEARING 228.21' S 88'59'33" W ELINE 156,94' S 89'08'18" W' 144i94' S 88'56'55"W 136.14' S 88'41'56" W L6 189.99, S 89'42'25" W L7 59T N87'1847"W L8 203.59' N 01 `01'58" E i-9 109 93' N 02'02'27" E v10 62.14' N 00'41'53" W L12 1340' N 02`29'43" E 6 05' N 86'29'41"W LI3 165.48' N 02`52`36" E L14 80.12' v 18' 16'57" W L15 5T52' N 00'34'07" E L16 105 85' N 12'39'27, E _17 6,86' S88'1547"E t ,8 - 114 73' i N 13 5C'57" .E 69.27` S 59'34'09" E L2' 44.53' S 2118" 7" E L22 32.00' S053i'S 0"7 L23 45 00' S 10"32'00" E L24 4224' S 25'20'41" E 25 43 07' S 35'09'29" E L26 50.29 S 20'30'32" E L27 17 40' S 27'41'19" L28 135,85, S 04'08'52" W L29 93.51' S 47' 16'5E" E L30 99.92' S 40'44'00" E L31 75.48' S 43`1 ZOO" E L32 51.42' S 26'40'59" E L33 82.66' S 29'2919' E L34 78.16' S 44 11'50" E L35 104.72' S 70`00'04" E L36 27.3T S 50'38'15" E L37 56.82' S 01' 16'48" E L38 34 56' S 29'58'10" W L39 43 65' S 76'08'32" W 440 118.50' S OW46'52" W L41 92.53' S 24'51'14" E L42 36.99' S 07'32'08" E L43 34,18' S 52'15'52" E L44 79.45' S 11 "19'08" E L45 161149' S 40'07'51" E L46 92.2S N 82-30'12- E 1 L47 24; 39: N 66 41 51" E F--_48 170521 S 124810011E L49 83.10' S 06 11 13 W L50 34.83' S 07'05'08" E L51 45.24' S OW01'32" W L52 72.69' S 18'54'49" E L53 75AV S 10*58'43" E L54 47.18' S 13'40'31" W L55 66.15' S 04'17'31" E L56 136.42' S.08'20'24" E L57 65,63' S 04"29'56" W L58 34,46' S 05'5439" E L59 88.41' S20'50'18'W L60 28 08' S 02°09'35' W L61 34AV S 53'23'59" W L62 60.60'' 35' S I2'25" W L63. 30 24' S 15'11'24" W. L64.... 30 10` S 14'51'24' E L65 49 45' S 30`3656" E KEY MAP 23033 09/16fC5 23O33P_A..DIIV-, FINALi STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVI SION SEE DETAIL THIS SHEET EASEMENT CURVE TABLE CURVE ''. LENGTH RADIUS TANGENT CHORD BEARING DELTA CE` 4446 485.50; 22.25' 44.45' S 88'30'36" E 5'14'51' GE-2 98;06` 5000.00` 49:03 9806` N 88'18'16" E 1'0T25' ' CE3 _' 42.26' 2000 00' 21.13' 4226' S 88`20'53' 1N 1'12'30' CE4 126.90' 3000.00' 63 46' ' 26.89 N 89`50'06' 'A _' 2'25'25' CE5 _' 187.76 140.29' 110.96 174.0E N 53`0203" E.. 76'4VO8" DES 66 8.1' 285.70'.. -33S56 66.66 N 07'59'32` E I 23'1' CE6a _ 42.493 285.70' 2129' 42A& N 10`25'50" E 8'3119" CE6b 24.32' 285-70' 12.1T 2431 N 03'43'53' E 4`52'39' CE7 '39.20' - 121.2! 78AI; 131.68 N 31"36`26"VV' 65'48'01' ' - CE8 74.35' _ 10000' 38 81- 72.37 S 43`17'38" E 42'25'37" CE9 162.81' 13&:00" 94:03` 52.381 S:3`4T55"6ti'- 71'45'28' CE9a 644E-- 130.00' 32SV 63.80' S 07°52'30" E _ 2$'24'39' _ CE9b 25.99' 130_00' 13,04" 25.94' S'2=03'25" VV 11'2711' CE9c 72 36' 130-00' 37A& 71.43' _ -S 33 43'50" W 31'53'38' CE 10 ''.. 102.731 48.004 87.7V 84.2' N I 1 38'00' Vv 122'37'16' CE11 99.011- 226:00' 50.31` 98;22 S 60`23'38" E- 25`0600" _ CE12 49 07; 110,00! 24.95' 48.6E S 35'03'55" E 25'33`25' CE13 49.39 200,00' 24.82' 49.26 N 29"21'42" VV 1:4 W57" - CE15 81 A6' - '06.09 42.86' 79.47' TS 13'54'33" E 44`01 55" CE15 71.94' 106,00' 37.42' 70.57 N 16'28'57" W 38'53'07' _.3'13„4' Ct15a 5.96 06.00' 298' 5.96' N-34 I854 `r'v ---21'01106" CE15b 3&89' - - 106.00' 19E6 38.67 N22 1'43"W --- CE15c 27.101 1 MOU 13.62 27.02 N 04-21'47' W 14'3846' .._11 CE'^e '.. 43.26'..-. 60.100' 2262 42.33' S 17`41'45" E 18'42' - CE22 43.57' -... 45.00' 23.66' 41.89' N 65 3.7" E- 55'28'39" '.. - CE23 8067' - _ 765.24' 40.37' 80:6T N 34'2T45" E 6`02'24" CURVE TABLE I CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA CL1 2'..58 2fi570' 10.78` 2154' I N 03'36'58" E 4'38'a7" CL2 '16.237 10i.21' 65.48 W'09,95' ( N3'"36`26"'N j 65'48'0" CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA C1 179.45' 1000.00' 89:96` 179.21' S 27`38'46" E 10'16'53" C2 76.23' 40.00' S6.2$' 65.21' S 65°0T45" E 109'11'30" C3 233.5T 400.00' 120.22, 230.2T S 03-31'23" E 33'27'25" LOT LINE TABLE LANE LENGTH BEARING LL1 "n9.30, S 89'4642" E LL2 49.99' S 48'51'28" E LL31 < 96' S 63`49'20" E LL4 9T75' S 80'49'58" E iI Li 126.50' N 87'15'08" E LL6 114,77' S 89'56'56" E LL7 48.31' N 00'04'41" W LL8 30.77' N 24'05'38" E L1-9 76.84' S 892656" E LL10 20.99' N 00`00'00" E LL11 79 26 S 05'33'54" W LL12 108.1T S 20`19'30" E LL13 58.30' S 10'24'30" E LL':4 126.80' S 20°26'37 VL` I LL15 56.0" N 80'46'24" W LL16 i 68.20' N 64`30'26" W LL17 j 83AT S 32`51'59' Vti LLiBl 59 02 N 53'16108 ,V LL19 47.28' N 43"03'43 VV LL20 106.84' N 33'14'12 W LL21 106.38' N 41'33'32 N LL22 20.62' N 56'52'55' W LL23 39.90, h70'11'47'W LL24 70.2T N 470314" W '-. LL25 77 89' N 33'59'23' W " t _126 121 16 N 24'01'44' W LL27 76 53 N 29'33'36" W LL28 43.09 N 22'32'16. W LL29 51.55' N6$'2'03'VV L'30 87.71' S 36'48'23" E _L31 118 7U S 21' 52 37' E LL32 87AT S 04`20'31" E LL33 _ 91 20' N 33`07'20" E LL34 25,61, S 62"34'59" E L. 35 S 72`2031 E LL36 57` S 85°21'46' € LL37 19.71' N 90'00'.0' E LL38 1993' S 81'31'32 E ' LL39 23 91' S 88'S9'40 E LL40 24.76' N 88. LL41 26.69` N 81 `52'00" E LF L42 25,84' N 76 51'39" E I -L43- 19 41 N 82 33'56" E� LL44 6.69` N 67'3642' E ACCORDING 7C CO ORADO _A b YC MUST COMMENCE ANY • =GA'_ AC ION 3ASED UPON ANY DE CT N 'IrIS SURVEY 'M HIN THREE YEARS A= RYOU FIRS DISCOVER SUCH DEFECT. N NO EVENT MAY ANY A TON 3ASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN ."EARS _ROM -t3E DATE OF '-R CATDN „MOWN HEREON. A PARCEL OF LAND SITUATE IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO 'Hf=I=T 7 nF A SITE PLAN, INTERIOR LOTS AND EASEMENTS <6c BUILDiNG ENVELOPE j 3.256 acres 60 _ I c `Suc D B„tiNG EtjtV't_vPc Q.,2273 N k 95.-3' L52 - - - - V GRAPHIC SCALE 100 0 50 100 200 400 t t IN FEET } 1 inch = 100 ft. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORAD+O 81623 107n} 7n -nlI I T � T cGEND \., �\ \T�\ \� nr 2 2S 1 r _. =.52-:ar - Ease=me-t \1\ indicates Maroon. Creex Canyon Conservation. Easement indicates Fathering Parcel Agricuiturai Easement FISHER PERSON'S TRACT 2,928 -ft 0.067 acres Itt II _Illt 'III �� tI '' KEY .MAP 23C33 .,9t"�EfGS 23G33PLA.D%VC jj� 1II1I i n�GRz 1. 7820 9191 Tao 4£8L RM — ; 7W Al opt m p6yy �i � uy yss= .q� f m� j may' ri v my 0 / f t / \ A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 8 OF 9 VIEW LINES LOTS 7 THROUGH 11 yeti' oyyy / z cs` o°yu tY y' o yyy 4 ,L O / b to 4y 223u6' yyy� oyav / b S� \ v , S as \ A 563,e w V / �Ci� / a�00 yss I... \ A23 25 �ys09` N72=571z„� G/ 703c8 .1$3p•LA / \ \ ss sL ` / f �9L 9L ` d 4 y .... O � -, 1 3'� / r. C-u S�0941 , 7775 as .,ylY 1 i ALL sz 'CULL ozbL 1705 sla o,Lt- g99t- .fY�ytk Ate:.- \ eV f\ 7685 _ 59 IW W Q W U UI Z WI Too Cs.fl_ / 7785 �0 0I \ 7710 nrs a a, s 7725 7720.. m m aj GRAPHIC SCALE too 0 50 '00 200 400 770 _a ( IN FEET ) 1 inch — 100 ft. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 ' -- ACCORDING COLORADO LAY YOU MUS i COMMEN'CE AN: -EGA_ CARBONDALE, COLORADO 81623 A, - BASED UPON ANY DEPEC N: N 'S SURVEY '#T N 'HIRE_ YEARS A q F cR 10t, MRSDISCOVER SUC1- DEFECT. N NO EVEN` MAY AN � ACTION �(�� 704-031 I BASED UPON AN. DEFECT 'N THIS SJRVE BE COMMENCED MORE -.AN `Eti "EARS -'ROM `r'_ '-a:E 07 CER . --A'CN SHOWN EREON / z z,+ c�, 31 dal g: m v,' ` 1^ \n M M C „ =0 2-X 3-cc LOT 7 VIEW LINE SCALE 7801 7701 ,u DATUM ELEV 7640-OC 790 180 DATUMM LEV -'65C n W W Q om I 0 0 a a � � o Y Y a¢ 1 -3, g—... 828 'I — / z zz / , / Z Z on W m, m: 1 .oi ml I i � "00 2-oc 3=00 4+00 LOT 10 VIEW LINE SCA�E :°=60' U 0 O C Y Y a Z Z I ( I G LJ: / a' a1 z z z' o '> Z z I 1 5) mi mJ alb 6 q o, v uu '+00 2+-00 3+00.. LOT 8 VIEW LINE SCALE 1'=60' 790 780 770 DATUM ELEV 7655.00 Ir rl U ' icz z n ' z z m m)In � '$52, I \pry uj w J W / / ua z ut z O m � m 0 � my dam' mco 9^ `93N � 0+0@ '+00 2+00 3+00 LOT 9 VIEW LINE SCALE I'=6e` 23033 09/'6/09- 23033PL ..O±JO EXHIBIT e® STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION 15 75 F1 410 Index of Landscaping Species -- A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 , ��. _ TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M_ A _ z COUNTY OF PITKIN, STATE OF COLORADO SHEET 9 OF 9 Landscape, Seed Mixes, and Snow Storage 22 I i I P � r. n_ _ Osl x � IF � F r � I 1 Y - H t A ' �gp � g { _ { w igg i yt 4 6 h t I. yx t I. I 1 I I: a I NC-'CE: ACCORDING 0 COLORADO Alk YOU MUD COMMENCE AN EGA_ 'OnON BASED JQON ANY DEFECT 1JN HIS SURVEY WTHIN 7HREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. N NO EVENT MAY ANY A=N BASED UPON ANY DEFECT IN :HIS SURVEY BE COMMENCED MORE :.A TEN "EARS -ROM D CF .._R .:MCA ON SHCIA EREOti. 0 Legend Landscape Area Snow Storage Areas NOTE THE SEEDING PROTOCOL FOR DISTURBED AREAS INCLUDES SIX (6) INCHES OF TOP SOIL, HAND BROADCASTING OF SEED, RAKING OF SEED INTO SOIL, AND MULCH COVER WITH WEED -FREE STRAW. Bar X Ranch, LLC JOHN LIFTON P.O. BOX 997 TELLURIDE, CO 81435 `970, 728-5353 I K S Seed Mix for restoring disturbed areas i.ls. A—, as PRIG CoJnry M x Seeding Rate. 0 5 to 1,0 lbs 1 000 sq.ft. 25 /_ Slender Wheatgrass 20 % Mosrt—Bronse 20 /- Weeterr Wheatgras. 20 lc Seca, Blveburlc` _� TueksOke Wheatg?ass 5 Idaho Fescue 0 r Green Needle 5. % tndsarPkaegSsls ILI 4�x GRAPHIC SCALE 200 3 100 200 ?DO 800 ( IN FEET ) inch = 200 ft. A BOTANICAL NAME COMMON NAME QTT. SIZE GERCOC4RPU5140-_—US LA3JN7AN+3AHOGAN' 12 s5 .,YRYS OTPAMN NALSEOS.S R5B13RVSt+ 2 f� 41 R SCCtu'c,y RC K MO �v AN \IR 6 88 IC A PNGEN osE`-5 R 2 B&„ Nl. PRISTA, aPAr-ECoSE P iNEa ESE ---------- ANUS HEWSlN04 I IINE 6 6 1&u ,H{ s RI uBA.P. r-RE-ie„F >vMF., _. Zi .._-. B BOTANICAL NAME _. COMMON NAME QTT SIZE AME N ERA i V A SAS" \ E 3 RP` Z 5 G NG N - R,- - R 3&B NSARSAA -... 3RS E \ N I8-S ' _u:CsK 1 A: SJV1, GS ✓IOC➢., fU00S RISE 2.. C BOTANICAL NAME COMMON NAME QTT SIZE _RA; F^J?. SA..K "--RNUs co,_o APhSE C33RADC DG3WGC_ 3E 4 538B RiA E LS OC L:4 S_w �h NP 'VE A `^ o" 5 h P d&3 JNF R S C 'I_^R K M1^.\ NJ N 2 C ..J 3& -EA IJNGENS OLOARX R a 2 S&e ... NJ N3, R_SA OND -SA -R,E 2 a iE SSE - r0 J S v1C.,_'i-C_<'. NARR. N, EA .,� �N,..,.,_ 35 2 212 "-ER E� V BOTANICAL NAME COMMON NAME a-, SIZE to i MHI A NUJ -A 5 S4 OGiv Ryo ,r - 56 3� =Ct d.GEIS O)_5AA1"'C R ICT2 5 &B 'C LJ AN .,S sFO A NAR MLEA OG CN 1 E9 2 2' RE'"ER _. R NUS VIRGiuGNA NE_ L.,.,44,?. \ J Yrc K - »<5 6 9&- RCS WOODS t GC 5 RG"a 4 A Y.A 3A V ,,-'NA GGLIEL Ar 4 3 2 CAk PER A,XE1*JA 4 G h:L_.,A. 2_ AS E BOTANICAL NAM£ COMMON NAME QTY SIZE Qv 2 -AMIE}. KCRj§0. x & 3 N -.. NGPRA ^.,S`RAN a N� a - F BOTANICAL NAME - COMMON NAME QTY. SIZE CERw _SP S 9.,^,V n DS ., N'.:':\ YIA}JCAkv 2, 8d6 :JNF R SSCOPUl CRJi'+. _. _ ROCKY MCJ A\ N,PER a ='88B IM1 s c ON F N &: ^INS Ne 10SCERGSA N n& PO .._..S ANGUS. rOLA hARR..fu JE,v ., ..M1v.00A 1 2 'i'CA -R N Cw s 4e-Gf\rLlA"-. R'n ORA c+. SR _ F SsAZ _ ac- G$ RCS- _ G BOTANICAL NAME COMMON NAME QTT. SIZE 'IN $ARSs;A SRS-ACC-NE. NE a8&o mN NGER A PoIDERGS, PINE 'Oi \ A S . Y_E I=KiiA P- >5 RC P G uS SO DS ROSE3 b - {,� H BOTANICAL NAME COMMON NAME QTT SIZE -C}RYS T AMM1�S NAwc.._�S QA BI SRuS- _ 10EA NGENS' -OLDRAEGOO S RR 3 2 A&B L ANGUS'.-Oi r ...__... N RRCA A MV O_ 35 7 2'CA -E4 C N. L.A. CR.. CGSA Ya N F `GT h k ROS„ .,� vA B CGLOR 5'R,AN C., _K iCSc "y A BOTANICAL NAME COMMON NAME QTY. SIZE �ms,ANCUIEI N `r. A K CM1 SERV NGEn'RA O R 8B < < 2" ,...I-2ER Y BOTANICAL NAME COMMON NAME a-, SIZE 41EJ1N R': RIAO t SASIA 00\ S R RR" 81; 'N N R .. A\ y K BOTANICAL NAME COMMON N"e QTT SIZE A -W R.,.. 38 C JS RE4A�LGJ S hS V '2".A,.--R PRJN S J Kr "INA WIN CRC{ _RERR`" L BOTANICAL NAME COMMON NAM£ QTT SIZE \,ME.AN^ ER N C TE&B RCEA NGENS GRAEA S R d8 .A ON OuD Z 7- ROSA ROODS .1C=S ROSE_ p� M BOTANICAL NAME COMMON NAME QTY. SIZE CRn 0 ,D N S C„✓r_Fl KA-E 1A: RN 38^ _,NP,ERuR S "J ,AR.AY ROCK. MOJN AM1 JUN PER 6 .3 PICEA ONG..\S .,CL..RAGO SFR..GE B 12 B&d _ POPVLJS AfiGuS�iFG F 'IARRO1111 ERE CO"TONN QA 3 2-212'-CAURE< POPU_JS'REMvLGIDES AS?EM1e 2""21i'"_P--. - .c !2VERC�S LAMB_ I S.,R IB OAK 3 > 38B N BOTANICAL NAM£ COMMON NAME QTT. SiZE AM{ IGNC4IERA"311FOA SA KATO0N A E RV i C5 3,� 8 5' -5 RSB C'RATcAGU_ a C-JNiF JSav IE - J'JNP RS &,.OPWiOR..M RGCKY MIA NT IV 3&d— P CEA PJNGENS _ COLCRA00 S RIUCE 6 5 -'z' 88E PINJS PONDEROSA FCN,RCSA PINE a dB:&B -- j,S AuGUSE 2.2'2": a^"1PLJ- .?EFPC Fv J{us iR vuLC;cEs _..._ ,15F-F _.. 28 Z'Z'cA PER ROSA.00 Sli .. __ .h.,O.,S RCS•_. xc _. 0 BOTANICAL NAME COMMON NAME QTT SIZE AM A\C Ei -N 1, A KA CM1 SLR BEREY 2 B&3 _,Nl R_s SwPi,aRuy RGCK4MouNA N J,AN3ER 2 B&B PI A N ENS .0 RACSKRUC 817, 388 =1VC OPLE CSA NDERCSA P \E 5 11 B&B "PjIGI TR NAO GES S N 2 P'' -.. RdE A PIN M NP wRR N ROaAP,OCDS= NOCDS ROSE_— P BOTANICAL NAME .,,._ COMMON NAME OTY. SIZE AM I\HHI RA_NFG < _AS3AP'ON ERV E RR _ 8'd&d -INIPEPUS S o u GRIN R CK 1MJN F A JN R 2 ERB ?CEA I,M1GEIS GRACE, PRJc d 2R8�R ..us WEIR,` JSTRIAN N 6 a 0 686 P P F ws Ah S.F A w,RR ,'L A u., .AS.,w 6 2 2,2' C cK _a IRUN IR N{ANA a 2' \A �CH.A<_;S_RrcY h 6B88JS .�. CUERC.S GAMBEI.,I SCRUS OAK 3&5 RCSP +M1OO.+SI M,DPw 12 S a5 Q BOTANICAL NAME COMMON NAME QTT SIZE AV v NC4ER INF0,1A S SKA CGNS ViCEBE`RRY m 3 B83 ac Ol VS- RRUJS s8a R G S RL 383 lop Ar_NC 'MR ? \+OTC�E 2 2< -`R PRJNUS VRC hAN- Nia'Iv RCKEIEIE`A _ 5B&B _. SAJ OTE L;_LC'A' .,.,XEWGLA RSOTANICAL NAME COMMON NAME QTT-SIZE ,SAGE N -t ER ALNI C aA sAsKAT0cN5 RVIC Ev 3&a CGRNJS G .,RAGENSt OLGRAG^ 30 WO " ES -P1^v" JNGENS --OLORA]^ PRUC B '23a8 PC,US,.NGUS-1-.A„? KARROSE-aAFOTOnrr a2a 22'2.,A_r-, PRN�S,RGNG— W, CH K C.=RRv a Ell "6R&B SA_IX EXI6JA w"C e.ry LAW �+ S SOTANICAL NAME COMMON NAME QTT. SIZE AME�NC1 lER ALN FCUA, SASK<.TOON'ERV EBERR oB&e CORNJS COLDRAiDFNSE CO::ORAGG DOGNCCD ...'_- s BSB _A, NCENS .RA['.. slajcLa '23sd JL AVGJS �C��. _ NARROWL =ONA-003 is 2 2 12 R NUS VRGUNIANA, NA VE CH { HERRY a3&3 SAUA KCUA .A.. O ±.M11 _O„ #a 23C3 ,`e6J05 2:033 _A_.DWG R v Qc Exhibit 11 SURVEY NOTES DATE OF SURVEY: APRIL MAY, 2003 & MARCH 2O05. MAY - OCTOBER 2006 UPDATED MARCH - NOVEMBER 2007, FEBRUARY - AUGUST 2008 MARCH - MAY 2009 2= DATE OF PREPARATION MARCH 200$ OCTOBER 2009 BASIS OF OF BEARING: A BEARING OF N 38`05'44" W BETWEEN THE FOUND NGS STATIONS S-159 AND 0-159 PER THE 1998 CITY OF ASPENIDREXEL BARRELL CONTROL SURVEY WHICH ESTABLISHED A PROJECT BEARING BASE OF N 04°4';'16" E BETWEEN THE E V4 CORNER OR SECTION 3. A FOUND 3LM BRASS CAP AND THE NE CORNER OF SECTION 3, A FOUND BRASS CAP IN CONCRETE L.S. #9184 BASIS OF SURVEY T HE RECORDED PLATS OF STAGE ROAD PLANNED UNIT DEVELOPMENTISUSDIVISION. BURLINGAME RANCH AFFORDABLE MOUSING FILING No 1 FINAL SUBDIVISION - FIRST AMENDMENT THE FIRST AMENDED PLAT OF LOT 6. STAGE ROAD PLANNED UNIT DEVELOPMENTSUBDIVISION THE BURLINGAME RANCH SUBDIVISION AND BURLINGAME SEASONAL HOUSING SUBDIVISION/P U,D . PARK TRUST EXEMPTION MAP AND RED BUTTE RANCH SUBDIVISION,PUD. VARIOUS DOCUMENTS OF RECORD AND THE FOUND SURVEY MONUMENTS. AS SHOWN 5'? THE FINAL PLAT OF BURLINGAME RANCH SUBDIVISION HAS BEEN ROTATED 00'4719" CLOCKWISE TO MATCH THE PROJECT BASIS OF BEARING AS OUTLINED IN NOTE 3 AND SHOWN ON SHEET 1. 6? THIS SURVEY DOES NOT. CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS -OF -WAY AND TOR TITLE OF RECORD, SE RELIED UPON THE ITEMS OUTLINED IN MOTE 4 AND THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE INC. UNDER CASE No. PCT21988L EFFECTIVE DATE MARCH 31. 2008, 7 '1 I a P U 1 T UTILITY Y T HE DESCRIPTIONS OF �T.LiT EASEMENTS BEEN PLOTTED BASED ON CURRENT AS -BUILT LOCATIONS OF UNDERGROUND UTILITIES FROM UTILITY MAPS., CONSTRUCTIONIDESIGN PLANS. OTHER INFORMATION PROVIDED BY THE CLIENT AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THE INTENT OF THESE EASEMENTS IS TO FOLLOW THE CONSTRUCTION ALIGNMENTS OF UTILITIES IN PLACE. 81 THE RIPARIAN BOUNDARY LINE. THE LIMIT OF TITLE OF PORTIONS OF THE PROPERTY BOUNDARY IDENTIFIED IN DEED RECORDED AT BOOK 166, PAGE 481, AS BEING 25,00 FEET WESTERLY OF AND PARALLEL TO THE WEST BANK OF MAROON CREEK ARE RIPARIAN IN NATURE AND ARE SUBJECT TO RELICTION AND ACCRETION BY THE EBB AND FLOW OF SAID CREEK. THE BOUNDARY DESCRIPTION IN THE RECORD ADJOINING PROPERTY DEED IS CONSISTENT WITH THIS PHYSICAL CALL. THE METES AND BOUNDS CALLS FOR THE 25.00 FEET WESTERLY OF AND PARALLEL TO SAID WEST BANK OF MAROON CREEK FOR THIS FLATS PROPERTY DESCRIPTION ARE BASED ON THE FIELD LOCATIONS PERFORMED BY ROCKY MOUNTAIN S R FYI+NG INL AS REFEPENCE, ON WE =1N:A_ PLAT OF S AE ROAD PLANN,EC JN17 DEVELOPMENT GLBD ,'SION. OF BEGINNING L 102 - L10i Li00-- DUND 1-114' YELLOW I STIC CAP STAMPED OF ASPEN LS 13166" N 0"48'31' E 915;83' LOT 1 STAGE ROAD LC REC #550517 Gr 693 sq ft.± 4 2 acres_.± NI 6470708.66' S 1 r4 CORNER. SEC 2 FOUND 4954 BLM BRASS CAP SHEET NOTES v INDICATES R40NUMENTS FOUND OR SET, LS #28643.. UNLESS OTHERWISE NOTED SHEETINDEX LOT 2 ZOLINE LOT 2 MA,.EC LLC REC #533457 93 494 sg f /-\ 2.' 46 acres SHEET :� SHEET TITLE SHEET' CERTIFICATES. CONTROL MAP AND VICINITY MAP SHEET 2 EXTERIOR BOUNDARY SURVEY NOTES AND LOT OWNERSHIPS; LAND USE TABLE SHEET 3 EXTERIOR BOUNDARY AND CONSERVATION EASEMENTS; DIMENSIONAL REQUIREMENTS SHEET EXTERIOR BOUNDARY AND ACCESS AND UTILITY EASEMENT OVERVIEW SHEET INTERIOR LOTS. BUILDING ENVELOPES AND EASEMENTS LOTS 6.. RM, C AND F1 SHEET 6 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS: LOTS Fl i 6.9. 10 AND 11 SHEET 7 INTERIOR LOTS BUILDING ENVELOPES AND EASEMENTS LOTS 7-10. F1 AND F2 SHEET 8 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS: LOTS 3-5 AND F1 SHEET 9 INTERIOR LOTS. BUILDING ENVELOPES AND EASEMENTS: LOTS 3, 5, F1 AND F2 SHEET 10 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS. LOTS 1-3 SHEET 11 INTERIOR LOTS. BUILDING ENVELOPES AND EASEMENTS: LOTS 9-11 AND F2 SHEET 12 INTERIOR LOTS. BUILDING ENVELOPES AND EASEMENTS LOTS 10-12. F1. F2 AND RM SHEET 17 TRAILS PLAN DISK #28643 LOT 3 PNO STAGE ROAD LLC REC.#5"5869 258,761 sc f± ., 94C ac es- FIRST SUPPLEMENT" TO THE FINAL PLAT OF; STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION y LOT 4 ANDREW DAVID STONE AND DANA C. STONE RE.,. » uir2474 s 495 9493 A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 17 EXTERIOR BOUNDARY DESCRIPTION, SURVEY NOTES AND LOT OWNERSHIPS POUND REBARA ALUMINUM CAP L S. #27936 POUND REBAR & CAP L S. #27936 FOUND REBAR & CAP L.S. #27936 _7 POUND REBAR & CAP L.S #9184 J FOUND REBAR & CAP L.S. #9184 LOT 5 „N'RFIN DAVID STONE AND DANAG STONE REC. » 542475 42C1050 scJI 9:643 acres= rl J IN THE FENCE IN THE FENCE LINE LINE SET 5' W.C. REBAR & CAP _S #28643 SET 20' W.C. REBAR & CAP LS #28643 IN THE FENCE INE L10 L11 IN THE FENCE / LOT 6 JR HOLDING LLC RE'. #537250 FIRST AMENDED FINAL PLAT OF LOT 6. STAGE ROAD PUDISUBDIVISION 15 a 0 a .es±± 666,89. so,'t,++ CURVE TABLE CURVE j LENGTH RADIUS TANGENT I CHORD j BEARING DELTA C1 233,57' 400.00' 120-22 2301T S 03031'23" E 33027'25" POUND REBAR & FOUND F CAP L.S.#27936 ! CAP L.S. LINE IN THE FENCE LINE BURLINGAME RANCH AFFORDABLE HOUSING (FORMERLY THE 20-ACRE PARCEL) LOT RM -, LOT C TWO STAGE ROAD LLC I,, G'(',' OF ASPEN. REC.ISI5869 ' RFC. 3549678 r.774 sat'. 8' 158 x...p ,,... 8 ac e.._ ._ = t 00! aees_ . C;TY OF ASPEN _` T F1. _v.T 1.2 BAR C l c STAGEROAD i, RE;, 3 3'f8 R tc 20 c ._ a L 35 05.. aces± t 2'W 7 acres LOT 9 111VC STAGE ROAE REC, a5 5s69 7086 sc,t± 3.922 acres -- LOT 10 .0 STAGE ROAD LLC RE.. 5`5869 2 3.. 87 sqA± 4.892 acres LO ' "'�- 9a ThC STAGET RO8 AD LLC LO? 7 REC_ 54586 KENNETH D. BERNSTEIN AND SHER L ' 4'.8`0 sc.f± N I A. JOHNSON AS GO -TRUSTEES OF 3.256 acres± I THE BERNSTEN OHNSON i IV4NG I Inill $6 L$ rb TRUST ESTABLISHED !&'1 'a' L83 L91 L84 190 RE. #559592 p; 3a73 acres± r- N � C1 L80 � a _78 L77 IL5565 L48 FOUND '- 14' YELLOW L44 L P AS ICAP STAMPED 6 LL5 C L50 L49 L48 L46 L43 =� L77 8 R L479175' L rt9R00N L72 1. 7 1 LL62 L `L59 L L60 154 L70 66 , i L L63 _ . �3 - L65 L 1,64 21 GRAPHIC SCALE ( IN FEET) 1 inch = 200 ft. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970 ) 704-031' 1 LOT` :O 2 .3 LOT _0T5 LOT LOT 7 LOT _OT 9 _OT 40 _OTI' _OT?2 _OT C _OT e1 T F2 _OT RAC FISHERFERSON`S TRACT SUBTOTA_ 3OUNDARY LOT 11 T3 STAGE ROAD LLC RED. #5'6669 24a,499 -c.f- _ ..2'. aces - LOT F2 TWO STAGE ROAD LLC REC 4.75889 729 208 sc.:tt.± '6.740 acres-_ L31 L30 _40 CONSERVATION c- F Q�2 � F FISHER PERSON'S TRACT CITY OF ASPEN ACR G!- T1:R0.L C^NSERtaTION VARGON CREEK CANYON 107,693 sq,tZ 2.472 acres± 22 706 sa R.-- 0,52aces± 93,494 sq R - 2.146 acres* 23,550 sq f.:± 0 54 aces± 4,865 sq:f.,± „ "2 acres± 25876. s,.f± 5.940 acres± i 9.203 sc:f..± 0 441 aces± '3 436: sc.f..± 0..240 acres± '95 L= 3 sa.f± 4.477 aces± 4"3,495sc:f- I 9.493aares± 2 ., " sc.f.:- a.494acest 2 ? 038 sc f- 4.822 acres± 348,765 sa:f± 8.W7 acres* 420.050s„ JI9E43 aces± 2021 sc - ± 11,464 aces± 328 240sc '.+ 7.535 aces± 384 G sg ft.± 8 8'8 acres± 666 97 sw.fl_ E3' O aces± 24,292 sr N, = 3.558 aI 587,983 sgJfI 13 498 acres-_ 155.64' sc fi _ 3 573 aces± 2 89 sc r .± 1.503 aces.# 58 486 w-f,.<_ ' 343 aces± 3,256 acres± 22834 sc ,± 3.524 acres± 2 5 9 sg f t ' 206 acres_ 1' O863sa,ft.± 3,922 acres± 2,920 sc.f .± C 503 acres± 6AE07 sq.r ± " 488 aces- 2'3 067 sc f- 4,892 acres± 22. 1„ sc.t1± 0.505 acres± ' 26.022 sq:` ± 2 893 acres± 240.:499:sq.f± 5,52 aces- 2 fe6sq.ft- 0.486.aces± '57858 sq`.± 3624:aces_ ' 83,26' sq..ts ± 4,207 aces± '9 887 sg f.± C 457 aces± 2 292 sq,f ± 2.348 acres± 87'58 SCf+ 2:a.1 ac'e't ' 526 985 sq:'i 35.055 acres.t 99 532 sc. _. 2.289 a., ea_ '.,..12" 4., sq,t-_ 25 752 acres± 729,208 se "± ' 0 74C acres± &C,5 sa...ft.± 0 , 38.acres± 625:679 sq"± 14-364 acres± 7.74: soft+ 1'78acras± 2 928 sc,f. 0,067 acres$ 5559970.scf+ '46.124aces± 648245 sc`.- '4.882 aces 124300 sq:t± 73561 acres_ 626,6.79sq"± 14,364 acres:- 6 359 97' sc f" = ' 46..WII aces= 3.204 n,2 73,561. acres_- 628,679 ss `..+ '4..364 ae.-es_ LINE TABLE LINE BEARING LENGTH L1 N60"10'S2"W 17809 L2 S 88059'33" W 228.21' L3 S89'08'18"W 156.94' S 88 56'55" IN 44 94' L5 S 88'41'56" W 136A4' Lfi S 89'4225" 4'V 189.99' L7 N 87°18'47" W 1 5.97' L8 N 01'01'5T E 20&59' L9 N 02`0227' E 109.93' L10 N00'1927E 298,14' L11 N 00041'53" W 62,14' L12 N 02'2943° E 13,40' L13 N 02'2943" E 163,25' L14 N00'l1'54"W 143.37' L15 N12°44'09"E 118,19, 1-16 N 12°4642" E 263.94' L17 N 90'00'00" E 360,66' L18 N 41'26'13' E 219,62' L19 N 07 15'46'E 301.55' j L20 N13'46'24"W 245A0 L21 N 00°10'38" W 286.12' L22 S 471 E 93.51' L23 S 40044 00" E 99.92' L24 S 43'12'00' E 75.48' I L25 S 26'40'59" E 51.42' L26 S 29'28'30" E 82.62' L27 S 44° 13'33" E 78.19 L28 --i S 69059'20" E 104.6Ti L29 S 50 38'15" E 27.-17 L30 S 01'16'48" E 56,82' -3, S 29'58'10" W 34-56' L32 S 76'08'32" W 43,65' L33 S00'46'52"W 11&50` L34 S 24051114" E 92,53' L35 S 07'32'08" E 3&99' L36 S52°15'52'E 34,18' 1-37 SII'l9'GS"E 79AS L38 S 4YOT51" E 160A,9' L39 N 8230'12" E 92,23' L40 N 66'41'51" E 24.39' L41 S 12'48'00" E 170_5Z L42 S 06,11,131, W 83A0' L43 S 07'05'08" E 34,8T L44 S 00'01'32"'N 45.24 L45 S 18°54'49" E 72.69' L46 S 10'5843" E 75.11' L47 S 13'40'3"' W 47.18' L48 S 04'17'31" E 66.15 _49 SOS Orr4" 50 v4 29 56 -5 ` S ° 54 ,s9 P 14 4-9 i I- S 2 by 8 }_ 881.4' 1153 5 Oc 09'35" W 28.08 L54 S 53°23'59" W 34.41' L55 S 1203625" W 60.60' L56 S : "1'24" W 30.24' L57 S 14914'24" t W. 10' L5$ S 30`38'S6" E 49,45 L59 S a 44 33"' E 31 An." L60 S 25057'56' E 65.95' L61 S 15'52'18i' E 72.55' L62 S 07'20'49" W 27.44' L633 S 45° 10'43" W 20.69' L64 S32°45'S1"W 51.58' L65 S 02°19'30" E MAT [ L66 S 08'50'53" W 19.54' L67 S 08015`44" E 25.1 V L68 S 13°20'02" E 27 r L69 S 31 °23'52" E 113.34' L70 S 00° 17'56" E 19.09' L71 S 14'06'53" W 60.96, L72 S1 i ii55'WE 57.16' ~73 S 08`077' W 5.56' L74 N 39°20113" W 2141 L75 N86'08'02"W 47.08' L76 S 53 1946' W 28 16' L77 S 76007'57' W 36.92' L78 S 1204314' W 40.76 L79 S 32"41'52" W 99.52' L80 S 01'29'59' E 44.65 L81 S 20'1605"E 6349 L82 N 89 0744" W 156.24' L83 N 05 18 5" E 234.0T L84 N 06 2345" W 252,08' L85 N 07 2$ 45" W 150.60' L86 N 01 14'15" E 7 L87 S 89'09'40" W 30.02' i L88 3 0101415" W 76:82' L89 S 07'28'45' E 152,60' j L90 i S 06°23'45' E 1 248.72' j L91 I S 05'1815" W 233-33' L92 N89 0744 W i 14 L93 S 06 1316" W 267.36 L94 S 14'07'16" W ' 12 fig' L95 S11°25"6"W 77,29 I L 9s s 2 7°G 1 6 6 N 125.08' ; L97 20_26W 3.41' L98 _N_89 S 21 °09'56" W 624.39' L99 SGO°24'34'VV 158.79 L100 S 00059'34` W 84.56' L101 S 06 3241" W 164.07' I L102 S 2YOT34" W 7 70' NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE FEARS 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 -ROt;3 ='E DATE OP CERTIFICATION SHOWN HEREON.. "<6".:9 '3 08 20-9 26109 AMENDPI_LAT te r:-G FIRST SUPPLEMENT TO THE FINAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION SUMMARY OF LOTS AND ALLOWABLE SQUARE FOOTAGES OF CONSTRUCTION Lots Lot Area Residential Units FAR klsq.ft.±, Lot Name s 9 ± acres± Free ADU RO Free with one with two ADU RO .ft Market Market TDR TDRs (#1) Parceel F1' 526.985 35.055 4 4 (#2j 15.000 16.500 18 000 4,000 Fatherin 729,208 16,740 500Parcel Fgq Lot 1 1107.693 2.472 1 1 7500 10.000 1,000 Lot 2 93.494 2.146 1 17.500 10.000 1,000 Lot 3 258.761 5.940 1 7,500 10.000 1,000 Lot 4 413,495 9.493 1 1 7,500 10.000 1 000 Lot 5 420.050 9.643 i 1, 7,500 10,000 1.000 Lot 6 666,897 15.310 1 17,500 10.000 "On-O Lot 7 155;641 3.573 1 1, 7,500 10.000 "GOO Lots 144,810 3.256 7,500 10,000 I.00G Lot 9 170;863 3,922 7,500 10,000 1.000 Lot 10 213:087 4.892 7,500 10,000 1.000 Lot 1! 240,499 5.521 1 17500 10,000 "'GOO Lot 12 183,261 4.207 1 17,500 10.000 1,000 Ranch 3,400 Manager's Lot 7.774 0,178 #3' RM Cultural Use Area: Lot C 87.158 2,001 SEE DEED RECORDED AS RECEPTION No. 549678 Fisherperson's 21928 0.067 Tract Total 5,419,604 124.417 17 12 Average 0.15 units per acre minimum 0.25 units per acre maximum overall density: 6.80 acres± per unit minimum: 4.08 acres± per unit maximum (Calculation does not Include 20 Acre Parcel, Cultural Use Area or Fisherperson's Tract.) Notes #1 Maximum number possible. ADUs may be between 600 and 1.000 sq.ft. ± #2 One ADU for each residential unit redeveloped over 4,000 sq.ft_ ± #3 Maximum 3,000 sq.ft.± of residential space plus maximum 400 sq.ft. ± of office space. Dimensional; Requirements Minimum. i Of, -Street ariung Spaces v.'2' 1parm' c soa es u' ea& gi - s# fa . e s.ae, Ce a. o one space for each ADU. Setbacks for Rar r Manage - ,, 11 5 feat on South, east. "west sides 3 feelan north., Height for Ranh Manager _ot 25 feet, measured to the nighes, point of the structure Minimum, Pron- Yard Setback Per Approved Buiic ing Envelopes an final plat Minimum Side Yard Setback Per Approved Building Envelopes on final plat Minimum Rear Yard Per Approved Building Envelopes on final plat Maximum Height. 30 feet. measured from existing grade to the highest point of the structure S 4 CORNER. SEC 2 .�, 7OUNO'954 ELM BRASS CA7 CAP, C�6, _"02 "0. L99 N v=2„54"E 70g 68, � � `5E I AGR'CLETURAL AND MAROON CREEK OONSERVAMCN EASEMENT I jNE TABLE LINE LENGTH I BEARING I LA34 7229 S 07 34 37" W LA35 69,46' N.O6 33'W E LA36 93.37' N.:87'46'9"W LA337 103.69 S.45 52 5'" Af LA38 81.79` S 8"181I T 1 % LA39 _ 62.83 S 6-'50'31' W LA40 1'491' I S33'09'57'W _A'. 23,43' - _. _ ..N88'' V29 N+ LA44 10,76 ti 64°05'13' E LA45 76,85' N 45`3" W E _A46 105401 N 28 2 08 E LA47 166 t4' N 83 0 54 E LA48 62.83'_ N.. 37 0 05" E LA49 176.9T V 18o09TTW LA50 '57 7"' -.S$9 2928' W LA5'. 2650' S' 87 50811-� LA52 6325' NAz 2943 E LA53 43 37' N:00 15d 4°1 A`4 '4t,26' N'2`455FE LA55 I 321 ,9' N 89`31'10' E LA56 48.31' S00°04'41':E LA57 9E.71' S90"OVOTE LA58 78:33' N'0'0078E"E LA59 20.99'- N 90 00'00" W LA60 Ioav -- N 6�10'1TE"E LAB' 102.18' N 15`03757" N' �A62 219.62' N 41 28 3 E �A63 30 " _ N 07 5 46' E 2151 0' N 11 3 4624 Y _A65 286.12' N�00 C'38"W' LA9` 25 6A.` S 62 3459" E AGRICULTURAL AND MAROON CREEK CONSEPIATION. EASEMENT LINE TALE LINE LENCTI- BEARING LA92 '9 T S 72'20'36E LA93 'S 57' S 85'2' 46' E LA94 I. "9 7'" N 90`0900" E LA95 19 9T S 8''3" 32" E LA96 23 91' S 88'5940" E LA97 23.76' N 88'03'28` E 1 LA98 26.69 N 81 `5200" E LA99 25 84' N 76"51'39' E LA100 '9.46 N82'33'56'E LA10' 6 69' N 67"3642" E LA1.02 89 74' 8 54"542T W LA103 'S484' S32'41'22'E� LAIN 59,9151 N 1"643" E LA105 62.55' M1 02°4' 39" `4 LA106 10,38' N 93`06 5" E LAIN 14268 N06 435a E LA?08 262 06' N 5756" E LA109 15402 N 7 3645 E LA, <1 126.87 N 20'2637' c LA'12 58,30' N10°2430"W ' A'13 '087 N 20'19'30"W LA11.4 '34 09 N 26`;6'00" E LA!, 15 79.26' N 05'335V E LA116 87.'7' N 04°2931` V LAfi7 22731' N23'5-33,1v 5118 11 70' N2"52'37"7W LA1'9 182.2' N48'27'21'W LA'2L 209`6' N27'5TIY IN' LA"21. 1 611.76' N43°42A I LA'22 97 24' N 4'`"605° E'V I LA123 348.69 N 7511T3'"IVY _97 A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 3 OF 17 EXTERIOR BOUNDARY AND CONSERVATION EASEMENTS; DIMENSIONAL REQUIREMENTS AGRICULTURAI AND MAROON CREEK CONSERVATION EA"aEMENT UNE TABLE 4 NE LENGTH BEARING LAt 271.19' „60IQ46"E '.. LA2 288.6T _ S ' 0"18'23" E '... LA3 96 01' N 2"243" E ' I L44 96.69 3 48 12 6' E A5 W 97' S 32 21'28" E LA6 293,29' S 33'264T E� LA7 I 167 5^-' a 22 05'4TE 4A8 79 83 S 30 32 "3' E� LA9 384 93' 4T 05'S0". �A10 12396 S39a608"E LA'1. 105 08' S 04 59'24" l LA'2 109.381_ S�72`28'0�+" _A73 152.65' _ S'x2 51'59_v _A'4 154,05' S 09 02 "7"W _A!S 73-5" N 48 2528. W I ..A'i6 73.7'' N 18 2645YW LA77 290-06 N 3' "OG'47" S _A:?8 255.8 89'48'03" vV �t19 280.87' _s 6 3142" V LA20 215 80' _S S 33 2047',E� LA21 1 21.2.70' S 54' 54'36" W LA22 393.1.' LA23 '. ^.4.7T N 89`56'56" .N j I A24 352-Z' SO4°^TWE �A25 83 25' S 23'33'05" E LA26 '2565' S06-3T24"E _A27 '5$16 N 88 750" E LA28 19666 N8922'8°E LAN 2"•' 09 N 00 `5'35" Vv i30 314 75' N 89`5603" E LA39 2'•"u.64' S 02`32'35''.V LA32 283.'C' S 88`3723" E LA33 79 93' S 03`OT07" E 7 i INDICATES AGRICULTURAL CONSERVATION EASEMENT (REC. #515869 INDICATES MAROON CREEK CANYON CONSERVATION EASEMENT /REC. #515869 INDICATES FATHERING PARCEL AGRICULTURAL EASEMENT fREC. #515869 INDICATES LOT LINE L`2 S � tN j i t yp TT JI f LA29\ m < I LA3' /_t.. i LA 14 ox vim'\ 3 1 LRi2 N- �._F.Ati_: - tAW t81 ,__8` L86 _88 y. LA33 83 L9';. 042 L84 L90 L 5 GA,2 _-_j"- -_ -- 1,^, LA105 CA". LA106. a MAROON CREEK CANYON CONSERVATION E 1?y 625,679 sq_f! T _78 1 4 364 acres± L77 REC. «5'5869 L76 7 # 5 �746a ; M I' 'r 157 i _58 _59 AGRICULTURAL AND MAROON CREEK CONSERVATION EASEMENT CURVE TABLE CURVE _ENGT4 RADIUS TANGENT CHORD BEARING DELTA CA2 1 7023' 287 99, 315.29' TO.- N 0015.2T E '3-5822' CA4 38.14' '000-00' 1:9 T 0 38 .`4' N 08'40'IT E 2 1 "07" CAS. 5 i,03' 910,64' 25.52 51 03' S 08'0914' 1fv' 3`12'40' CA6 73:58' 745.24' 3682' 73,55' N34°39'15"E 5'3Y24°. CA7 24.2" 25:G0` ^315' 232T N65'^,3'17'E 55°28'39' CA'0 64:61' '000 001 32.32 64 W S 04°3242' E 3°4706" CA71 79.44' 556.23' 39.79' 79.3T N 06-47'C7.W 8-957" CA12 195.2" 8000Y 9809, '94.73' S03'53''1"E v 5851" i L `72 L = 3 67 1 66 � L65 I L `62 - L63 L64 L55 - L53 50 99AROON CREEK _47 L54 '- L� GRAPHIC SCALE 200 0 100 200 400 (IN FEET) 1 inch = 200 ft. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA 1 C1 233-57 400.00' 12022' 230,27' S0303123"E 33°2725" SHEETINDEX SHEET, It SHEET TITLE SHEET 1 CERTIFICATES. CONTROL MOP AND VICINITY MAP SHEET 2 EXTERIOR BOUNDARY. SURVEY NOTES AND LOT OWNERSHIPS: LAND USE TABLE 800 SHEET 5 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS: LOTS 6 RM C AND F1 SHEET 6 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS: LOTS F1.6, 9,'0 AND 11 SHEET 7 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS: LOTS 7-10 F1 AND F2 SHEET 8 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS:' LOTS 3-5 AND F1 SHEET 9 INTERIOR LOTS. BUILDING ENVELOPES AND EASEMENTS: LOTS 3. 5, F1 AND F2 SHEET 10 INTERIOR LOTS. BUILDING ENVELOPES AND EASEMENTS: LOTS 1-3 LINE TABLE LINE BEARING LENGTH L1 N60°10'52W 78.00' L2 T S 88°5933" W - -22$ 21' L3 S 89,081161 W 156,94' L4 S 88'56'55" W 144.94' L5 S 88°41'56" W 136,14' L6 i-- S 89'42'25" W 189.99' j` L7 N 87'18'47W 5.9T L8 N 01°01'58" E 203 59 L9 N 02°02'27" E 109 93, L10 N 00°19'27" E 298-14' L11 N 00041'53" W 62.14' L12 iN 0202943" E 13:40' L13 N 02029'43' E 163.25' L14 N 00'11'54" W 143.3T L15 N 12044'09" E 118.19, L16 N 12°4642° E 263.94' L17 N 90°00'00" E 360 66' L18 N 41'28'13" E 219.62' L19 N07°15'46'E 301.55' L20 N 13'46'24'W 245AO' L21 ; N00'10'38"W 286AZ L22 S 47`1656" E 93 91' L23 S 40'44'00" E 99,92' L24 S 43' 1 ZOO" E 75.48' L25 S 26'40'59' E 51 42 11-26 t S 29°28'30" E 82.62' L27 S44'13'33"'E 78.19 j L28 S 69'59'20" E 104.67 L29 S 50'38115" E 27.37' L30 S 01°16'48" E 56.82' L31 S 29'58'10" W 34.56' L32 S 76'08'32' W 43.65' L33 S 00'46'52" W 118.50' L34 S 24°51'14" E 92.53' L35 S 07°32'08" E 36.99 L36 S 52'15 52" E 34.19 L37 S 1 "19'08" F 7945' L38 40'07'51" E 160 49' L39 _S N 82030'12" E 92,23 L40 N 6E"41'51" E 24.39' �L4 i S 12°48'00" E 170.52` L42 S 06°1l'1' W 83A0' L43 S 07005'08" E 34.83' L44 S 00°01'32' W 45.24' L45 S 18'S4'49" E 72.69' _46 S `0`58343;_ E 7 ` 4' "3'4v 48 S 04:" i 3 i' E I. 6C. ^.5 _49 S 3802024" E '36 42' L50 S 04-29'56" VVY i uv a.: L51 S 05°54'39" E 34.46 L52 S 20-5018" W 88.41' L53 S 32'09'35" W 28.08 j n 54 S 53°23'59"' 1 34,41' S -2'3525W 6060' Loo c 15-1 24" W I 30.24' L57 6 l S 14°51 24" E 30 "r L58 S 301656" E 49 45 L59 S 33044'33" E 31.40' 1-60 S 25'57'56" E 65.95, L61 S 15'5218 E 72.55' L62 S 07'20 49 W 27 44' L63 S 45'10'43" W 20.69' L64 S 32°465V W 51 58' L65 S 02'19'30" E 36.47' L66 S 08'50'53" W 19.54' L67 S 08°1544" E 25.11' L68 S 13'20'O2" E 27 03' L69 S 31°23'52" E 113.34' L70 S00°1T56"E 9.09' L7. S 14'06'53" W 60.96' _72 S 1.1'55'16" E 57.16 L73 S 08°O7 37" W 5.56' L74 N 39°20'13'W I 21.47 -75 N 86`08'02" W 47.08' L76 S53'19'46' W 28,16' L77 S 7600T57" W 36 92 I L78 S',2°43'"4'W 40.76' L79 S 32°41'52" W 99,52' L80 S 0"`°29'59" E 44.65' L81 S 2001605" E 63.49 L82 N 89007'44' W 156 21V L83 N 05018'15" E 23407 L84 N 0602345" W 25205 L85 N 07°28'45" W 150.60' _ L86 N 01'014'15" E 175,531 L87 S 89009`40" W 30,02' ! f RA C r19 O1 d'1 A^tA; -2' 176 83 L89 S 07°2845" E 152.60' L90 S 06023'45" E 248,72' L91 S 05°1815" W 233.33' L92 N 89007'44" W 143.39' L93 S 06013'16" W 267.36' L94 S 140DT16" W 112 6T 9 S 1102616" W 77,29' L96 S 27006'16" W 12 L97� _ N 89020'26" W 3 41_� L98 S 2119'56" W 624 39' L99 S 00024'34" W 158,79' L100 S 00`59'34" W 84.56 L10. S 06°3241" W 164.07` L402 j S 25°03.34"'Ai 7 79 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL 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 THIS SURVEY BE COMMENCED MORE THAN TEN. YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. SHEET 17 TRAILS PLAN 26'39 '0082009 26!-,' ANIENDP.AT.D iC SHEET NOTES 1 i THE DESCRIPTIONS OF UTILITY EASEMENTS HAVE BEEN PLOTTED BASED ON CURRENT AS -BUILT LOCATIONS OF UNDERGROUND UTILITIES FROM UTILITY MAPS, CONSTRUCTIONOESIGN PLANS, OTHER INFORMATION PROVIDED BY THE CLIENT AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THE INTENT OF THESE EASEMENTS IS TO FOLLOW THE CONSTRUCTION ALIGNMENTS OF UTILITIES IN PACE. 2) THE DESCRIPTION OF THE PUBLIC TRAIL EASEMENT SHOWN HEREON AND DESCRIBED IN DETAIL #1 ON SHEET'3 IS SUBJECT TO THE TERMS. I T T T; T AGREEMENTS AND RESERVATIONS CONTAINED IN THAT DOCUMENT RECORDED AS RECEP, ION Na. 535 i96 AND IS INTENDED . fl FULFILL I HE RECORDATION REQUIREMENT. CONTAINED IN PARAGRAPH #i 1 OF SAID DOCUMENT (AMENDMENT TO REFLECT AS -BUILT _OCATION OF TRAIL EASEMENT CENTERLINE). '0' `✓UIDE PUBLIC TRAIL EASEMENT CENTERED OVER CENTERLINE T T- - .,EN tRLINE 40 W1DE ACCESS AND AS BUILT ASPHALT PATH UTILITY EASEMENT PER REC #515869 AS IT AFFECTS SUBJECT PROPERTY UNCHANGED (INLUDE 1U WIDE (SEE DETAIL #1 SHEET 13) UNDERGROUND RIGHT OF WAY CREATED BY THIS PLAT EASEMENT OR HOLY ER ENERGY 25 WIDE FIRE PROTECTION. ER R_., T536439 MA TER SER, IOF _INr ANC- TV FASEMENT VRRE HYDRANT EASEMENT 7, CREATED BY THIS PLATu. _:v BY 7 i L (INCLUDES ACA. ED 30' WIDE _) Ea�tR / UTILITY EASEMENT EASEMEA9ENT, 1 N 01 °48'31" E 915.$3` v , L 02 L?0? L1OO 99 r n r "\` /I i UTILITY EASEMENT J CREATED BY'HkS PLAT �9g CENTERLINE 40' WIDE ACCESS AND UTILITY EASEMENT PER REC. #515869 UNCHANGED SHEETINDEX SHEET# SHEET TITLE SHEET 1 CERTIFICATES, CONTROL MAP AND VICINITY MAP SHEET 2 EXTERIOR BOUNDARY, SURVEY NOTES AND LOT OWNERSHIPS. LAND USE TABLE SHEET 3 EXTERIOR BOUNDARY AND CONSERVATION: EASEMENTS. DIMENSIONAL REQUIREMENTS SHEET 4 EXTERIOR BOUNDARY AND ACCESS AND UTILITY EASEMENT OVERVIEW SHEET 5 INTERIOR LOTS. BUILDING ENVELOPES AND EASEMENTS: LOTS 6, RM. C AND F1 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, tN NO EVENT MAY ANY ACTION BIASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. FIRST SUPPLEMENT TO THE FINAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT"/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 4 OF 17 EXTERIOR BOUNDARY AND ACCESS AND UTILITY EASEMENT OVERVIEW (SEE SUBSEQUENT SHEETS LISTED ON KEY MAP FOR EASEMENT DETAILS) 10' WIDE PUBLIC TRAIL 25' WIDE FIRE PROTECTION, EASEMENT CENTERED OVER CENTERLINE 40' WIDE ACCESS AND WATERVI IN N SERVICE LINE AND AS -BUILT ASPHALT PATH UTILITY EASEMENT PER REC. #515869 FIRE HYDRANT EASEMENT 'SEE DETAIL d1. SHEET 13) 7 UNCHANGED (INCLUDES 10 WIDE CREATED BY THIS PLAT CREATED BY T His PLAT' T RIGHT F WAY N ° UNDERGROUND G 0 -_ 08 _ 062" E 762.37' EASEMENT FOR HOLYCROSS ENERGY /- -� _ „ _ --__ PER REC #53--_ v _E�SEk1EN s /) / VACATED PORTION OF 20 WIDE SEWER EASEMENT BK 224 AT PG. / # 740 AND 742 LOT 5 CENTERLINE 25' `WIDE UTILITY EASEMEN\ / - _ __ ©e-_ (EXISTING OVERHEAD UTILITY LINE' Oe oe-- o BK. 242 PG. 634 / ACCESS AND e L1 \ oe UTILITY EASEMENT FOR LOT C °e 2 REC. #5454,88 - L8 -� L9 L1O ; L1 1O' WIDE PUBLIC TRAIL - _ _ EASEMENT CENTERED OVER , BURLINGAME RANCH AFFORDABLE HOUSING AS -BUILT ASPHALT PATH 3T UTILITY EASEMENT (FORMERLY THE 20-ACRE PARCEL) EASEMENT (SEE DETAIL #1 SHEET 13) REC. #497599 UTILITY CREATED BY THIS PLATUNCHANGED 7 REC. #5158fi9 J 25' WIDE WATER SERVICE EASEMENT ggp UNCHANGED AND SEWER ACCESS EASEMENT CREATED BY THIS PLAT LOT 6 LOT RM LOT C CENTERLINE 25' WIDE IRRIGATION VACATED 26 WIDE REUSE LINE EASEMENT i FIRE LANE WATER MAIN EASEMENT -- CREATED BY THIS PLAT r REC. #522859 j[ ;SEE DETAIL #I, SHEET 13) 10' WIDE ELECTRIC EASEMENT f PRIVATE ACCESS AND UTILITY EASEMENT REC._ CENTERED OVER EXISTING �515$94. #515913 SHAQEDI Y -_ F - UNDERGROUND ELECTRIC U IL, EASEMENT \ ALSO DEDICATED AS REC #515869 \ �i CREATED BY THIS PLAT ACCESS AND UTILITY EASEMENT CREATED BY THIS L21 /- UNCHANGED L PLAT (INCLUDES 10` WIDE UNDERGROUND RIGHT OF VACATED 25' W1DE 9 WAY EASEMENT FOR HOLY CROSS ENERGY REC. UTILITY EASEMENT FOR y #536439 AND EASEMENT FOR SEWER MAIN: WATER AND SEWER f BUILD' MOPE 4�ER 30' WiQE SEWER LINE EASEMENT BY GiR AMENDED FINAL PLAT LOT F1 CREATED HIS PLAT ° f '� ' : LOT12 , ,. f ±T I PUD1 UgBtHiSION ACCESS AND UTILITY EASEMENT CREATED BY THIS PLAT � UTILITY EASEMENT n �; ,,. , _ UNDERGROUND _.:,�....�,. '� CREATED BY THIS PI � �s ,NCLUDES �0 Jt+IDE UNDERGROUND RIGHT 0 WAY \, ,... • . _ , ' EASEMENT FOR O_YCROSS ERERG REC. #536439 ANC NCL IDES,._=-"R �. UTILI Y EASEMENT EASEMEN FOR SEWER MAIN SERVING _C S 41 AND'2 EASe:At\`, - CREATED BY THIS �� 1 ::AT ACCESS ANC UTILITY EASEMENT TF�: v-' Gat. :-S'^. 2�'v'�,'.9E�nA..E. CREA:�,�B hl.....A::"INCLuDC...,, C 25 UdIDE FIRE j' WIDE UNDERGROUND RIGHT OFWAY \ / SERVICE EASEMENT PROTECTION; WATER / EASEMENT FOR HOLY CROSS ENERGY / AND SEWER ACCESS SERVICE LINE AND FIRE ! REC. #536439) LOT 10 UTILITY // EASEMENT CREATED BY HYDRANT EASEMENT EASEMENT THIS PLAT t r T VACATE 26 WIDE n Y , CREA, ED 3.. H.,.. L .. f � � , iI - F CREATED ED B . tt EASEMENT VACATED. OR PORTION 0. 4O Pa.D_ A. ER 1AAIM _ASEAAEN I ACCESS AND UTILIT. Y EASEMENT HIS PLAT ' J' :"v1DE ELECTRIC EASEMENT / j 25' WIDE FIRE PROTECTION `-OT 9 / �/ VACATED PORTION CF ,1 CENTERED OVER EXISTING UTILITY WATER SERVICE LINE AND -� WIDE ACCESS AND UTILITY LO? 3 UNDERGROUND ELECTRIC EASEMENT FIRE HYDRANT EASEMENT - I / , n5" WIDE EASEMENT / CREATED By THIS PLAT /, UTILITY E EMENT FOR CREATED CREATED BY THIS PLAT / j / ' �//- WATER jtND SEWER 30' WIDE SEWER MAIN EASEMENT BY THIS LOT F VACATED 25'WIDE OVERHEAD UTILITY EASEMENT Q- J r 4 .zP Q= FISHER PERSON'S TRACT CENTERED OVER AS -BUILT SEWER HISTORICAL PLAT 20' WIDE DRAINAGE EASEMENT CREATED BY THIS PLAT \ ACROSS LFOR 7 OR THE MONUMENT ACCESS / 30' WIDE SEW R ! NE BENEFIT OF STAGE ROAD EASEMENT REC.l EASEMENT CREATED BY ' I T / / VACATED 25 W#SE OVERHEAD n' • , HOMEOWNERS ASSOCIATION � � Z., W,DE SEWER EASEMENT "_ 9525203 THIS PLAT T T2 i j 6 . - CREATED BY THIS PLAT / U, ILITY�ASEM€N, 2 BK. 244 PG. 744 L9s L`'"�._._ - I % LOTS %j n.l ^ UNCHANGED L93 25' WIDE FIRE '/ 20 WIDE ELECTRIC EASEMENT _ PROTECTION, WATER LOT 7 /� - / v CENTERED OVER EXISTING _ SERVICE LINE AND FIRE V \ / 133 UNDERGROUND ELECTRIC - HYDRANT EASEMENT CREATED BY THIS PLAT L L$CREATED BYHIS FLAT L30 LL36In4 IAd ENT y VACATED 26 WIDE I O' WIDE ELECTRIC EASEMENT CENTERED OVERHEAD UTILITY m; OVER EXISTING UNDERGROUND ELECTRIC EASEMENT BY THIS PLAT $ C1 L80 9 78 L77 BY HISy^a, PRIVATE ACCESS AND UTILITY j PLA% ' EASEMENT REC. *515894. / ✓ #515913 (SHADED' �' ' � L40 UNCHANGED , . , ,_ 23 WIDE SEINER EASEMENT/ BK. 244 PG, 742 I ` ', L L57 ! i31 L49 _. L"eu L'1v ... C2r v6, al L 58 L5 L I %,,ARC %� �� = L47 L73 L72 L70L68167L6$., I lI i 63 2 Lfi^u L59 ''4 VACATED PORTION OF40' L65 - ` L64 WIDE ACCESS AND UTILITY EASEMENT 10' WIDE ELECTRIC EASEMENT - CENTERED OVER EXISTING OVERHEAD ELECTRIC CREATED BY THIS PLAT ' SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 4 L4G "''Y, L43 20' WIDE SEWER EASEMENT BK. 244 PG. 744 UNCHANGED 21 GRAPHIC SCALE ( IN FEET) ' inch = 200 t L6 S 89042'25" W 189.99' L7 N 87° 18'47" W ! 5.97' L8 N 01'01'58" E 203.59' L9 N 02°02'27" E 109,93' L10 N 00`19'27' E 298.14' L11 N 00'41'53" W 62A4 L12 N 02'2943" E 1140' L13 N O2°29'43" E 163.25' L14 N 00°11'54" W 143.37' L15 N 12°44'09" E 118.19' L16 N 12'4642" E 263.94' L17 N90°00'00'E 36066 L18 N41°2813"E 219.62' L19 N 07°15'46" E 301 55 L20 N 13'46'24" W 245 U L29 N00°IU38"W 28612' L22 S 47"6'56" E 93 51' L23 S 40°44'00" E 99:92'- L24 S 43'12'OO" E 75.48' L25 S 26040'59" E 51.42' L26 S 29'28'30" E 82 67 L27 S 44°13'33" E 7$19' 1-28 S69'059'20"E 104,67' ..29 S 5003816 E 27.3T L30 S 01 ° 16"48" E 56 82 1_31 S 2T5810" W 34 56 L32 S 76°08'32" W 43 65' L33 S 00046'52" W I i 8,50, L34 S 24'51 14" E 92 53' L35 S 07'32 08 E 36 99' L36 S 52.15 S2' E___T 34 18" i L37 S 11°19'08" E 79,45' L38 S 40°0T51" E 160A9' L39 N 821012" E 92.23' L40 N 66041'51" E 24.39' L4,a ° S ,2 48'00"E 17052 149 S 06"113" W 831 u L43 S 07005'08' E ; 34.83' , L44 S 00'01'32" W 45.24' L45 S 18°54'49" E 72.69' d6 S I 5843., E L48 S 04°1` 3t 66 5' 49 S .8' 24 E' 36,42 LOK g S004'22956 1' 65.63 1-51 S 05'54'39" E 34 46' L52 S 20`50'18" W 8841 _S 3 S 02 09 35' W 28.08 L54 S53°2359",A 344' L 5, S 2�3525W 60: L56 S -1 '24" W 30 2d' 57 S 14'51'24"E 30 .0' L5$ I S 30`36'56" E 49,451 j L59 S 33'44'33" E 31 40' L60 S 25'57'56" E 65.95' U31 S 15'52'18- E 72.55' L62 S 07.20 49" W 27,44' L63 S45°1043'W 2069' L64 S 32°4551 N 51.58' L65 S 02`19'30" E 36,47 L66 S 08°50'5S' W 19 54' L67 S08°1544E 25,11' L68 S 13°20'07 E 27 03' L69 S 31'23'52" E 113 34' L70 S 00°' T56' E 19 09, L71 S 14°06'53' W 60 96' L72 S 11055'16" E 5716' S 08 07 37 W _ 5 56' L74 N 39 2013E IN 2' 47' 75 _�- N 86'08'02' W 47 0$ L76 S 53'1946" Via _ 2816 L77 S 76e07'57" W 36.92' L78 S 12°43'14" W 40,766' _79 S 32°4152" W 99,52 L80 S 01'29`59" E 44 66 L81 S 20°1505" E 63 49' L82 N 890_07'44" W 156.24' L83 N 05018'15" E 234.OT L84 N 06`2345" W 252.OF I L85 N 07°28'45" iW 150.60' L86 N 0101415" E 175,633' L87 S 89009'40" W 30.02' 1 _88S O4,a'4,45',.n, 17662' L89 S 0702845" E 15260' L90 S 06023`45" E 248.72 L91 S 05'18'15" W 233.33' L92 N 89"°07'44" W 143.39' L93 S 06 13"16" W 267 36' L94 S 1400716" W 4, IZ67' L95 S 11`25'16" W 77.29' L9E S 27°0616°' 125.08' _97 N 89"20'26" W 3.41' L98 i S 21 `0956" W 624.39' L99 S 00°24'34'W 158., Lr 10D S 00'59'34" W 84 56' L101 S 08°32'41" W 164.075 L102 S 25'0T34" N T70' _E' 9 An J$ 2&3? 2c Cg rnE'r3P{_AT .^�zti r F,40.06' m 0 �l IT WIDE PUBLIC TRAIL EASEMENT CREATED BY "HIS PLAT (SEE DETAIL #1 SHEET 13 FOR CENTERLINE DIMENSIONS) DETAIL SCALE: 1'=10' EASEMENT LINE TABLE LINE BEARING _ENGTH E 2 S 37 56 28" E 65 08' EL3 S IZ29TT; a 44 26 E-4 S 22 46 09' W i4,9i EL5 S 10 38 42" W 78.44' EL6 4r 90 00 09' W ' 7 56' EL8 N'4 01'31'E 21 EL9 N 37°56'28"'IN 4TOF ` rn � - �c m� m �cn m m z a i 155.891 F 162.2T FOUND REBAR & ALUM. CAP L.S. #27936 N 871847'W 5.9T CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA EC1 43,71' I 465,50' 21.8T 4189 S 88026'37" E 5°2248° EC1a 37.01` 465,50' 18.52' 37.00' S 88001'54" E 4°33'21" EC2 97.67' 4980.00' 48,84' 97.67' N 88°18'16" E 1007'26' EC3 42.68' 2020 00' 21.34' 42.68' S 88020'53" W 1 ° 12'39" EC10 41.84' 198009 20.92 41.84' S88020'53"W 1°12'39" EC11 98 46' 5020.00' 49.2& 98.46' N 88 18'16' E 0T25" EC12 45.22' 505,50` 22.63' 45.20` S88°34'15"E 5°07'32' EC13 62.27' 25000' 31.30' 621i' N'8°52'46"E 14°16'15. EC48 167,62' j 176.32' 1 9016 161.38, t I S 0405415" E 54028'10" FIRST SUPPLEMENT TO THE FINAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 5 OF 17 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS. LOTS 6, RK C, F1 IN THE FENCE LINE IN THE FENCE LINE 37 0' WIDE UTILITY EASEMENT REC #515869 -N 01 °01'58" E 162,27' - _ �L _ N 02°02'27'E ' 10.16` N 0 °19'27" E 299 02' - CENTERLINE 10' WIDE PUBLIC TRAIL 11 EASEMENT CREATED BY THIS PLAT (SEE DETAIL #1 SHEET 13 FOR 1 CENTERLINE DIMENSIONS) p N l ti I sD: I. i m n PRIVATE ACCESS AND UTILiT . EASEMENT REC. #515894, #515913 ALSO :E : ACCESS AND UTILITY EASEMENT CREATED BY THIS PLAT (INCLUDES 1U WIDE UNDERGROUND RIGHT OF WAY EASEMENT FOR HOLY CROSS ENERGY PER REC. #536439), A_ : FOUND REBAR & I CAP S #9184 OR m u; cn i APPROXIMATE LOCATION �E m n m IRRIGATION PUMP STATION SEEaRRIv, GA ON NOTE zt2 --I 22.35 FOUND REBAR & >� ^ CAP L.S.#9184 cn 0 z I CENTERLINE 10 WIDE ELECTRIC EASEMENT CREATED BY THIS PLAT N 08'0625' E &73' 'ERLINE 10' WiDE PUBLIC EASEMENT CREATED BY HIS PLAT (SEE DETAIL # EET 13 FOR CENTERLINE DIMENSIONS) SHEET INDEX SHEET # SHEET TITLE SHEET 1.. CERTIFICATES. CONTROL MAP AND VICINITY MAP SHEET 2 EXTERIOR BOUNDARY, SURVEY NOTES AND LOT OWNERSHIPS: LAND USE TABLE > A � p m CIR O ! 76.55' CENTERLINE 25' WIDE IRRIGATION o I`z �7 rn REUSE LINE EASEMENT b O CREATED BY THIS PLAY (SEE DE � All #l. SHEET 13 FOR 1 CENTERLINE DIMENSIONS) co A rn m LOT 6 15.310 acres± 666 897 sq.ft.± REC #537250 'FIRST AMENDED FINAL PLAT OF LOT 6, STAGE ROAD PUDISUBDIViSION) CENTERLINE 10 WIDE PUBLIC TRAIL EASEMENT CREATED BY THIS PLAT (SEE DETAIL #1. SHEET 13 FOR CENTERLINE DIMENSIONS) S 04 17'35^ E 35221' AGRICULTURAL -- A517+' --- ! Z CONSERVATION EASEMENT BOUNDARY REC. #515869 (SEE N p' z SHEET31 _ w a mt. - - - BUILDING ENVELOPE I z J , ;FIRST AMENDED FINAL PLAT OF LOT 6, STAGE ROAD PUD(SUBDIVISION3 w_ 1 �O j SHEET 3 EXTERIOR BOUNDARY AND CONSERVATION EASEMENTS; DIMENSIONAL REQUIREMENTS ° SHEET 4 EXTERIOR BOUNDARY AND ACCESS AND UTILITY EASEMENT OVERVIEW p SHEET 5 INTERIOR LOTS. BUILDING ENVELOPES AND EASEMENTS: LOTS 6, RM. C AND F1 SEE SHEET 6 SHEET 17 TRAILS PLAN NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACT ON 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 THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. GRAPHIC SCALE 60 0 30 60 120 ( IN FEET) Inch = 60 #t. FOUND REBAR & CAP L.S. #27936 N THE FENCE LINE" i IN THE FENCE LINE _ W41'5Y W 61.4 13.40- N 02°29'43" c '76.49' :. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 240 vo SHEET NOTES - - _N 00°11`54" W 305.20' _ 33- ' 5.80, N 00°04'41" W ACCESS AND UTILITY EASEMENT FOR LOT C REC.#545188 FC 3 UTILITY EASEMENT REC.#515869 LOT C 2.0l'1 acres# 87.158 sq,ft.± REC. *15869 48.3V 4 1124`05'38" E i �r 30.77` z z o g LOT RM � i 3.+78 aCtns± 4a t �> REv #515869 to �1 J 00 25" a 7 all" 61 - vT,, &f SS a 2 =8Sg LOrPnv LOT F'I 35.055 acres± 526.985 sq, t.± REC.#515869 m INDICATES MONUMENTS FOUND OR JET, L.S. #28643, UNLESS OTHERWISE NOTED f INDICATES BUILDING ENVELOPES SET. _ S. #28643 KEY MAP SCALE::" =1COD' SLC StlI -L 11 ,e'Oj "^282009 26'29 AMENDPLATDrWC -OT 6 q m > m 02 z glo, > o - 4 -< rn m UTILITY EASEMENT > Cn m z 37� LOT Fl DETAIL A SCALE: i'=10' LOT 6 m m zi Cn M, P9 my � �73 9, CENTERLINE 10'WIDE ELECTRIC mM 25.47' m Z DETAIL B SCALE: 1, `z 1 01 NOO'01'14"W 17.71 14,41' 3.2 UTILITY EASEMENT mcm, CENTERLINE 40'WIDE ELECTRIC EASEMENT CREATED BY THIS PLAT N 08006'25" E 6-73 ERLINE 10'WIDE PUBLIC EASEMENT CREATED BY ilS PLAT (SEE DETAIL #1, -ET 13 FOR CENTERLINE DIMENSIONS) 5' WITNESS CORNS CJaEA�ED BY THIS PLAT (DETAIL C) I IT i FIRST SUPPLEMENT TO THE FINAL PLAT OF. STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SEE SHEET 5 SHEET 6 OF 17 LLN I tHLINt JIMtN5lUN5) INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS: LOTS Fl, 6 9,10AND 11 286-24: S 04"17'35' E 352.21'_ —-- _---- ----------------- AGRICULTURAL —`�-5�777 ------- --- i98.44 z CONSERVATION EASEMENT BOUNDARY RED, #515869 (SEE SHEET 3) ........... LOT 6 /gp BUILDING ENVELOPE (FIRST AMENDED FINAL PLAT OF LOT 6, STAGE ROAD PUDISUBDiVSIONI 1c S Jqo%z3J=— UTILITY EASEMENT CREATED BY THIS PLAT 'DETAIL k 10'VVIDE ELECTRIC EASEMENT CREATED BY THIS PLAT f ETAt L B) 26WIDE FIRE PROTECTION. ECTION. I WATER SERVICE LINE AND FIRE HYDRANT EASEMENT CREATED BY THIS PLAT (DETAIL D) ------------------------- z 7 > z M 104 is ELECT RIC EASEMENT Ea, CREATED BY THIS PLAT - m DETAIL Ei, 15.43 1061 SOT �P14"E 18,49' 46 M DETAIL C SCALE: !`='O' AND UTILITY EASEMENT PRIVATE ACCESS AND UTILITY tAZ)tIVI--N i 15894� #515913 m m REC. #515894, #515943 I OT P71 I ALSO ALSO SEMENT CREATED BY THIS PLAT ACCESS AND UTILITY EASEMENT CREATED By THIS PLAT I JN00'022-3`E 11,76- JROUND RIGHT OF WAY EASEMENT ONCLUDES I O'WIDE UNDERGROUND RIGHT OP WA EASEMENT! M 0 > 6; 0 0 ENERGY PER REC. #536439 ' 1 FOR HOLY CROSS ENERGY PER REC. #536439) > IT! cz, m n m > -I U2 m T z < CD m > o > z X m m >z Z - ------------------ -------- --I m --------- -------- -- M M < z m rn m m 1 00 > >mn Z20'WITNESS -f m CORNER m uj — W53,481 LIJ o-l'02'23" W �w 11,A 6 - CENTERLINE 6 WIDE z C/) HISTORICAL MONUMENT = > LIJ ACCESS EASEMENT 7 DETAIL D ui 1 REC. #525203 1 M )� SCALE: V=10' 0 SHEET INDEX > li� SHEET# SHEET TITLE SEE SHEET 7 SHEET 1 CERTIFICATES, CONTROL MAP AND VICINITY MAP SHEET EXTERIOR BOUNDARY. SURVEY NOTES AND LOT OWNERSHIPS LAND USE TABLE SHEET EXTERIOR BOUNDARY AND CONSERVATION EASEMENTS: DIMENSIONAL REQUIREMENTS SHEEf-4 EXTERIOR BOUNDARY AND ACCESS AND UTILITY EASEMENT OVERVIEW SHEET INTERIOR LOTS. BUILDING ENVELOPES AND EASEMENTS: LOTS 6. RM. C AND FI :NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL 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 THIS SURVEY BE COMMENCED MORE THAN TEN "EARS FROM "a--- DATE 07 SHOWN HEREON. 'KC, L.S. �#28643 S r DOINT OF BEGINNING CENTERLINE NW CORNER LOT 5 ELECTRIC E/ BEARS N 87°4638- W N 00-00' 0- E 173.78' 5.0' DETAIL E SCALE: 1`=10' LOT8 Cf) > �qE DEo WO g m m to Z ACCESS AND EGVa UTILITY '5' EASEMENT 1 — N 27'08'04'W 152.89 DETAIL 0 SCALE: 1'1=10' EASEMENT CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA EC4 127.75' 3020 127,74' N 8I)050'06'W 2'25'25' EC9 126:06 2980.3,0' 6104' '26.05' N 89050'06'W 2025'25" EC17 232,67' 1 1100.00' 1116,77' 232.24' N 3110112'59W 12007'09' EC17a 3,22 1100,00' i.61' 3.22' N 25"1426'W 0'10'03' EC I 7b 25.1d imo.ou 4 i2,55' 25.10' N 25'5&41" W 1-1827' EC17c 204.35' 1100.00' 102-4T f 20406' N 331 -5T14'W ll0°3813T EC18 151 .601 108.13, 91,26' 139.49 S 27°01'OT E 80°19'47` EC21 25,57' 150.00' 12,81' 25.54' N 2603T5r W 9`4558' EC22 48,6V 200.00' 24-42' 48.49' S 28°34'36" E 13'5631` EC22a 6,76 200.09 3.38' 6-75, S 2214'52" E 1°56'03" EC22b 24.554 200.00' 12,28' 24.52' S 27'03'47" E 7-OlA7' EC22c 1732 200,00' 8,66' 1731' S 33`03'31" E 4°5740' 39.12' 200.00' 19,62' 39.061 N 31'1808" IN 11-1226- 2144' 200.00' 1033 21.43 1 N 33050'06" W 6008'30" EC23b I f 7.68' 200.00' 8,85' 17-68' 3� N 28013153W 5*03'5 SHEET NOTES INDICATES MONUMENTS FOUND OR SET. L.S.#28643, UNLESS OTHERWISE NOTED INDICATES BUILDING ENVELOPES SET. L& #28643 Sa LOT Fil 35.0155 wuest 526,985 sq,ft-± REC. tf515869 rya I AGRICULTURAL CONSERVATION EASEMENT BOUNDARY TYP. (SEE SHEET 3) LOT 9 3.922 arres± 170,863 sqft± REC. #5115869 ACCESS AND UTILITY EASEMENT N 70o!V47'W 39,901 N 56`52'55` W �o j; 2 52' GRAPHIC SCALE 60 0 30 60 120 (IN FEET) 1. inch = 60 ft- SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 sopris@sopriseng.com 240 SEE SHEET 12 14 cp LIJ CENTERLINE 30'WIDE LU SEWER 'LINE EASEMENT CREATED BY THIS PLAT uj uj LOT 1 0 4.8-Q2 acres± 213 087saft± U �ENT —IL REC- #515869 EASEMENT CREATED BY HIS PLAT �DETAIL R'/ \N, 4Z Z Z LOT i0 BUILDING ENVELOPE CREATED BY THIS PLAT/ gal i UTILITY Z ,5ASEMENT \ - CRE-ATED BY THIS z�LAT !DETAIL 0, 25'WIDE FIRE PROTECTION, WATER SERVICE LINE AND n FIRE HYDRANT EASEMENT 7 Z CREATED BYTHIS PLAT (DETAIL 01 .//6TILI TlY EASEMENT CENTERLINE 30'WIDEE SEWE ) CREATED BY LINE EASEMENT ,DETAIL PT THIS PLACREATED BY THIS PLAT SEE SHEET 7 0 ACCESSAND ACCESS AND F C; UTILITY EASEMENT k<l UTILITY EASEMENT CP UTILITY ZZ --'UTILITY EASEMENTS EASEMENT �p LOT LOT DETAIL P SCALE: 1`=10' DETAIL Q SCALE: `=* ---Qpt.sv— KEY MAP SCALE: " = 1000' 2,al39 '0`0&2009 H'f;9 AMENDPLAT-auVG EASEMENT CURVE TABLE ENGTH RADIUS TANGENT CHORD BEARING DELTA 127.75' 3020 00' 63,88' 127 74' N 89050'06" W 2025'25" '18.20' 120-29' 64,36' 113.50' N63013'36"E 56018'03" '00.06' 78.43' 58.14' 93.41' N 29°48'59" W 73°0548" 100.06, 78A3' 58,14' 9341' N 29°48'59" W 73°05'48" 52,47' 78-43' 27.26' 51.59 N 12°26'01"W 38019'S2" 21.70' 78.43' 10,92' 21.63' N 39031'29" W 15°51'04" 14,93' 78.43' 7.49 14.90' N 52°54'06" W 10'54'10" 10.9T 78.43' 5,49 10,96, N 62°21'32" W 8°0042" 28.12' 88.80, 14.18' 28.00' N 20°41'00" W 18°08136" 110.46' 160-29 57.53' 108,29' N 71 °38'04" E 39629'07" 126.06' 2980.00' 63 04' 126,06 N 89°50'06" W 2°25'25" 214.44' 156.53 127,87' 198,06' N 52°56'41" E 7802930" 214.28' 160 00' 126 6T 198.63' N 26°05'09" W 76°44'06" 32,63' 160.00` 16.3T 32 57' N 06°26'24" E 1 °41 `01" 25,17' 16000, 12.61' 25.16 N 03 5434"W 9 00'53° 156 48' 160.00, 85 14' 150.32' N 36°26 W W 56 02'12" 105.24' 150.00' 54,89' 103.10' S 44 21'12" E 40 1159" 232.67' 1100.00, 116-77' 232.24' N 31 e 259" W 12 07'09" 3.22' 1100 09 1 61' 3.22' 1 N 25°1426" W 0010'03" 25.10' 1100.09 12,55' 25.10' 1 N 25'5841" W 1°18'27" 204.35' 1100,00, 102.47' 204.06' N 31°57'14" W 10038139" 151-60, 108,13' 91.26' 139,49' S27001'09"E 80019'47" 25.57` 1 150.00' 12.81` 25.54` N 261757 W 9 4558" 48.61' 200.00' 24.42 4849' S 28034'36" E 13 55'31" 6.75' 200.00' 1 3.38' 1 6.75 S22034'52"E 1°56'03" 24.54' 200,00' 12.28' 24.52 S 27°03'47" E 7"01'47" 17.32' 200,00' 8.66' 17 31` 1 S 33°03'31" E 4 57'40" 39.12' 200 00' 19.62' 39.06, N 31 18 08" W 11 12'26" 21 44' 200,09 10.73 21 AT N 33 50 06" W p 6 08'30" 17 68' 200 00' 8.85' 17 68' N 28 13'53" W 5 0356" 45.30` $0 00' 76 87' 141.39` S 43 42`21" E 46 1 F 02" 254.53' 185 00' I 152.04' 234.93' 1 N 27 24'56W 784951' 00 209.67' 185.00, 117.71' 198.63' N 20 28'06" W 54 56'11" 22.54' 85.00' 28` 22.53" N 56`25'37" W 6 5859' W 22.32 41.94' 185.001 90.04' 1,1.lF 21.36' 22.31' 41.56' N 63022'27 W N 27°13'44" E 6054'59' 26°41'13" N00°01'33'E 28.28' z� m m' rn n w m UTILITY EASEMENT z`s w U� � I A DETAIL F SCALE. 1"=10 LOT F1 A LS,G _ N 79°52'05" E Us W ✓✓ 3 88 EC15c - C15a EC15E- - - - EC15 2� WIDE FIRE PROTECTION...,, WATER SERVICE LINE AND FIRE -' ACCESS AND HYDRANT EASEMENT J ILITV EASEMENT n CTA II I Jtti,_c 1 - v EC25c 6s�DRAINAGE 8 EASEMENT :ESS AND J EASEMENT rya , V , wPw 1 J P3 LOT �v r11=TAJI A � j L58 L59 L60 L61 L62 L63 L65 L66 -61 SCALE: V=10' EX T TITLE IFICATES. CONTROL MAP AND VICINITY MAP RIOR BOUNDARY, SURVEY NOTES AND LOT OWNERSHIPS; LAND USE TABLE RIOR BOUNDARY AND CONSERVATION EASEMENTS: DIMENSIONAL REQUIREMENTS RIOR BOUNDARY AND ACCESS AND UTILITY EASEMENT OVERVIEW IIOR LOTS. BUILDING ENVELOPES AND EASEMENTS: LOTS 6, RM. C AND F1 iS 16MARADO LAW YOU MUST COMMENCE ANY LEGAL kNY DEFECT IN THIS SURVEY WITHIN THREE YEARS OVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION ECT IN THIS SURVEY BE COMMENCED MORE THAN TEN OF ER`!F'CA-rION' SHOWN HEREON. FIRST SUPPLEMENT TO THE FILIAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6tn P.M. COUNTY OF PI'TKIN, STATE OF COLORADO SHEET 7 OF 17 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS: LOTS 7-10, F1 AND F2 N I I �aN m � i I AGRICULTURAL j CONSERVATION EASEMENT BOUNDARY TYP (SEE SHEET 3) SHEET NOTES / EASEMENT PRIVATE ACCESS AND UTILITY EASEMENT j 'I13 m � RED,#515894, #{515913 -1 i ALSO j Ie INDICATES MONUMENTS FOUND OR SET.L.S. 40643. UNLESS ! -A T TIED BY THIS PLAT =HT OF WAY EASEMENT ACCESS AND UTILITY EASEMENT CREATED BY THIS PLAT OTHERWISE NOTED j a (INCLUDES 10 WIDE UNDERGROUND RIGHT OF WAY EASEMEN,- o t RfC.#536439) FOR HOLY CROSS ENERGY PER REC #536439 j • INDICATES BUILDING ENVELOPES SET,L.S.#28643 j I I ^y i�-----.-.---------.------------------------- I 1 I I i .- 20' WITNESS CORNER i i' N 70°11'47" W j 39.90'\, LOT CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD SEARING LC1 21.55' 265 7U 10.78' 21.54' N 03036'58" E LC2 116.23' 101.21' 65.48' 109-95'I N 31'36'26" W W I % N 55 52'55" W 25' WIDE FIRE PROTECTION, WATER SERVICE LINE AND \ I i V:ERLINES'WIDE �� Cn i I 20.62' FIRE HYDRANT EASEMENT - tICAL MONUMENT m � j CREATED BY THIS PLAT LESS EASEMENT 7 � D j j i /' ° �, (DETAIL Q) R �` RED. #525203 I NIA v J y 2'J81t3 j O / V W o ol LOT SA S 3 256 acres± j UTILITY EASEMENT i /NI v / / \✓�' 141 810 sq.ft.=- CREATED BY THIS i �3 / �y $$' / REC. #51586-V PLAT (DETAIL F) rn JTILITY EASEMENT \i i CREATED BY THIS PLAN r i ;GROUND I � �" - - _ � OR HOLY I j 'DETAIL N) BY THIQ :HEE. e �. s i ! 7 / ACCESS AND UT LITY EASEMENT 3 ! u' REC.;; , 5-869 CREATED BY THIS PLAT (INCLUDES _ \ 1T WIDE UNDERGROUND RIGHT OF _ _ s------------ WAY - - -- ----- \ o- - EASEMENT FOR HOLY CROSS ory S 4 33`0 � 5 25 G224" F \ - F ENERGY PER RE 364��; S`7/U - 7929 76 82 \ q v 22'r/ S 89'09'40" W G \ - 25 eVIDE'=1RE Q 4>��` E 175 3` 30 02'� PROTECTION. ViATER 4 t o Sq.$ . G6 F0 � 2y , SERVICE LINE AND FIRE p y 'J6°5� E 75, v 2 '&'S4 HYDRANT EASEMEN- / �`�° S s 9 ° CREATED BY THIS PLAT PRI'dATE ACCESS AND ti 18065, AF 1 559n 7y - DETAIL L - /G1 G�� U?ILI Y EASEMEN s©° z UTILITY EASEMENT �82.'7, COAL _ ti w r - F�o LO?7 "o REC. #515894. #515913 `� _ S74°08'06"E_ n - CREATED BY THIS PLAT 's BUILDING ENVELOPE e ROAD G0 / PETAILM) �� \ "o 0,99, S 02°11'47" W 8$ 96 S 03°36'0u"E 72.9E - - EC3' 6 6\ f m - �- ' C i - ` CENTERLINE 20' WiDE DRAINAGE j �� rn S EASEMENT ACROSS LOT 7 FOR THE / 23 `! V i BOUNDARY LINE TABLE j°3845 , 8 c I S 80°46'24" E BENEFIT OF STAGE ROAD BEARING LENGTH. q25 - l' °4D 56.69' HOMEOWNERS ASSOCIATION \ S 17, N 34'46'18" E �, 2' �✓ \� gr=, 8962''TIEl-L S I5°11'24" W 30 24' 16, n= CREATED BY THIS PLAT ` CENTERLINE 10' WDE - \ E 1jU / \� \ 7�1�244 S 14°51'24" E 30.10' UNDERGROUND RIGHT OFWAY S 30 365fi" E 49.45' i EASEMENT FOR HOLY CROSS v'�° y/ S�' 2 �• \ S 33°44'33" E 31 40' ENERGY CREATED BY THIS PLAT S2C > S yfl A9 � S 2557 56" E 65.95' S 15 5218" f 72,55' 26SU, i 510'$3L`" / 7 700, 36,90 SEE SHEET 6 DETAIL R) / /1��9 LOTS A 3 922 acres + 21Sflfl6, vti REC. / 7� . 3 sq $._ S g� REC.#515$69 � / _� LOT'0 / BUILDING ENVELOPECIO ACCESS AND �g c4R _ / / UTILITY EASEMENT / I n CREATED BY THIS PL�T- W NgAy`/ / I � / sS UTILITY/EASEMENT ui / CRE/ATED 6Y THIS / �� i PI AT iDFTA}i Q) / / �na0 !ui uj i ! � UTILITY i EASEMENT CENTERLINE 3V WIDE SEWER CREATED BY LINE EASEMENT THIS PLAT / CREATED BY THIS PLAT DETAIL P j j h� \ � F �� fp 0 3_I-DiNG - N' ELOPE cc \\ ti n \� REBAR & CAP i v' / LOT 8 #28643 BUILDING ENVELOPE \ 2y S 5`33" 1" E /- 70.1 (T 'IE1 33 i S LOT F2 S 07 20'49' W 27.44' 5°3 42.2T 49.91 So 354" AJ 1',- ' E 87_ �7, S 45 10'43" W 20 69' CENTERLINE 20' WIDE 79.26t SO4°2 S324551"W 51.58' 3SEWER EASEMENT L5 2. 1S2� �� \g'` S 02 19'30" E 36 47` BK. 244 PG. 740 AND 742 S 08°50'53 W 9 54' \ i2 S 08' 1644' E 2£ ".1' S 12°35'25 Jv 26g yg "00 60 A L66 L85 S 53`23'5Q Va- Sri G i�" " ?511, S 1$° S v0 0', 32" Vd� �6fl 34.41T$�41, 42 13$. 1 04° T3;' E 60. S 1n°5g43: 45.24' S 0 S Ot°09'35" W S J °29'S6" I 65.63, � S 13°4031"'W 28a`l87 4718' 62 S S 05°54'39" E 34.46' 20' WIDE SEWER EASEMENT SK. 244 PG. 744 ACCESS AND UTILITY EASEMENT F RASA Q - o UTILITY \ Q EASEMENT \`TA n' DETAIL N SCALE ."=1'1' � I / n LOT8 N � \ / Q O\?l FEt N cGNi cr�--)-\ ESA , ACCESSAND l f 2y UTILITY o� A f EASEMENT - - N 27'0&04" W 152.89 DETAIL 0 SCALE: 1 "=10' R GRAPHIC SCALE (IN FEET 1 inch = 60 ft. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 51623 (970) 704-0311 sopris@sopriseng.com ' Z a c� ACCESS AND 0' UTILITY EASEMENT rn y UTILITY fl(} 0r EASEMEN d, as \ LOT 9 LOT 8 DETAIL P SCALE:1"='u ACCESS AND UTILITY EASEMENT �� /UTILITY 18 2 EASEMENT LG ?� Zc, DETAIL Q SCALE, 1 = C' 05-Aj 20` WIDE SEWER EASEMENT BK. 244 PG. 744 / S 07°05'08' E / 34,83 n nZ. POINT OF BEGINNING 20' WIDE SEWER EASEMENT BK 244 PG. 740 AND 742 NW CORNER SECTION 12 BEARS N KEY MAP SCALE: 1' =1.00U N 66°41'51' E 24.39' 26'C9 3052009 2F'09 AMENDPL4TI.DIAC N 00"01' 14" W 17.77) 14.41 3;20' z m e � Gs+ UTILITY m Io EASEMENT m rn m Cn 51 W.C. " a L.S. #286439g3`3 a -I m p 9 - A O Zm A N f1? _ 15 43 S 00 0 4" E 18,49' DETAIL C SCALE: 1"=10' CEN7'ER�T' 4040' WIDE ACCESS AND y EASEMENT - '--- _8 062 ;- LSc.. W Cr 47G. a: JT!LI TV p EASEMENT, 'm N_ v cc N S06 0= 3'1, 1000- LOT 4 DETAIL G SCALE: 1"=10 64"06155" E = PAC 3 45" N 54 nn'55" E 'X c 3.45 S3- 4`�4�p?tiCa 5 y / g,0!�� DETAIL H SCALE: 1"=10' SHEET INDEX ! EASEMENT CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA EC4 127 75' 3020 09 63,88' 127,74' N 89"50'06" W 2"2525" EC9 126.06' 2980.00' 63 04` 12U5' N 89"50'06" W 2"2625" EC27 81 46' 106 00' 42,86' 79AT S 13054'33" E 44"01'55" EC28 71.94' 106 00' 37,42' 70.5T N 16'28'57" W 38"53'07" EC50 ( 43,57' 45 00' 23 66' 41.89 N 6501317" E 55"28'39" EC51' 80.67' 765 24' 40.37' 80.63' 1 N 34'2745' E 6"02'24" EC52 43 26' I 60,00' 22 62' 42,33 S 17"41'45" E 41"18'42 EC53 85.51' 126.00' 44A8' 83.88' N 16'2857' W 38"53'07" EC53a 425' 126,09 2A3 4.25' N01059'34"E 1056,04' EC53b 25 27' 126.00' 12,68' 25.23' N 04"43'10" W 11029025' i EC53c 55.99' 126,00' 28AT 55 53' N 23°11'42" W 25`27'38" DISK L.S. #28643 - 26 WIDE FIRE PROTECTION, WATER SERVICE LINE AND FIRE HYDRANT EASEMENT CREATED BY THIS PLAT (DETAIL 1) FIRST SUPPLEMENT TO THE FINAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 8 OF 17 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS LOTS 3-5 AND F1 25WIDE FIRE PROTECTION, WATER SERVICE LINE AND FIRE HYDRANT EASEMENT CREATED BY THIS PLAT oli (DETAIL Ti ' SHEET NOTES `J INDICATES MONUMENTS FOUND OR SET. L.S #28643. UNLESS OTHERWISE NOTED • INDICATES BUILDING ENVELOPES SET. L.S. #28643 CENTERLINE 10' WIDE AGRICUt CENTERLINE 40' WIDE ACCESS AND ELECTRIC EASEMENT �' CORNER UTILITY EASEMENT PER REC. CREATED BY THIS PLAT n>: _ f BOUNDA #515869 UNCHANGED (INCLUDES 10' N 08006'25" E 6'73' SHEET 3 WIDE UNDERGROUND RIGHT OF I WAY EASEMENT FOR HOLY CROSS _- - - - g - _ ENERGY PER REC. #536439) CENTERLINE 10' WIDE PUBLIC / E027 15.9 - _"� TRAIL EASEMENT CREATED BY a THIS PLAT (SEE DETAIL #1, N 08°_fi'25" E 762,33' SHEET 13 FOR CENTERLINE I CENTERLINE 40' WIDE ACCESS AND DIMENSIONS) T 20. UTILITY ILEASEMENT PER REC. \ / _-� - -� 6"25 '✓� #515869 UNCHANGED 5 S 08"0 (INCLUDES 10' / 20: ' \� CENTERLINE 10' WIDE 20.0' _ ---- WIDE UNDERGROUND RIGHT OF / _ WAY EASEMENT FOR HOLY CROSS / ` PUBLIC TRAIL EASEMENT j \Y i 20 0" / CREATED BY THIS PLAT UTILITY EASEMENT �- ENERGY PER REC. #536439) SEE DETAIL #1. SHEET 13? CREATED BY ,HIS PLAT tDETAIL G) �„ ti� N� 0�1i'20„ W A 917, y 2 .ma UTTY EASEMENT `�� lt` CREATED BY THIS ` E 4 PLAT (DETAIL H) T AGRICULTURAL ` BUILDING ENVELOPE CONSERVATION EASEMENT J t$2 BOUNDARY (SEE SHEET 3) 70� IflB,,-J 4ror 5' WITNESS CORNS LOT 4 / 9493acres± " / AS%t T T / n S 'ILI SEMEN. 413.495 sq N.±�_� C D BY THIS PLAT - / REC. #515869 1 (DETAIL C) / / (EASEMENT TIE; / / N 35'44'05" E 46 35' / LOT5 / /t CENTERLINE 10 WIDE BUILDING ENVELOPE PUBLIC TRAIL EASEMENT ' CREATED BY THIS PLAT (SEE DETAIL #1 SHEET 13) r 7" n —,-; j�c��' N �2 72z E 4 f( 97 4 .43` _mil i I \� r 6s9.38 20 'f C�7 c aAPPROXIMATE LOCATION �� RRGATION PUMP STATION \ \ �-e 'SEE IRRIGATION MOTE #L, TO" IVIDE SHEET 16, U T I'LITY " 0 ' REREC. \ �.. HANGED W N W no CENTERLINE 30" WIDE SEWER \ par -LINE EASEMENT CREATED BY F1 THIS PLAT LOT 3 ,I 5.940 acres= �- 258,761 sq.ft.± h Z REC.#515869 2 LOT 3 BUILDING ENVELOPE _ 6 , i N 89"20'26"'-W 06, 3.41' %"4 o n 8 i AGRICULTURAL S 09' CONSERVATION -EASEMENT ` ' 06'36,. W 390.og 25"7sr, { + 722y 1 BOUNDARY REC. #515869 (SEE S 14.07, 6'SHEET3) - - SHEET 1 CERTIFICATES. CONTROL MAP AND VICINITY MAP SHEET 2 EXTERIOR BOUNDARY, SURVEY NOTES AND LOT OWNERSHIPS. LAND USE TABLE SHEET 5 INTERIOR LOTS. BUILDING ENVELOPES AND EASEMENTS' LOTS 6. RM, C AND F1 SHEET 17 TRAILS PLAN NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL 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 THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. ACCESS AND UTILITY EASEMENT 25 WIDE FIRE PROTECTION, WATER SERVICE LINE AND FIRE -I HYDRANTEASEMENT S 8700224" E I 1 77' j EC53 EC53, - - _EC53b j �) S0205739"W 25.00' + 20;0' nPTAII SCALE: !`_10' 5' W.0 L S. #28643 33 0 T ' 0 n N m 02m z rn m co p POINT OF BEGINNING CENTERLINE ELEC 1 FRIG EA I'WIDE `v c ENT N NW CORNER LOT 5 BEARS N 87"46'38" W, N 00" 0'00"E 1 12r81' rn 173.78' I o m �t rn z R1=TAI-I F I SCALE: 1'=40' 0 ol w m w -_�1,24, \ GRAPHIC SCALE (IN FEET) inch =60t SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 sopris@sopriseng.com LOT 5 9 643 acres± 420.050 sq.{i.± REC #515869 m O rn 9 ,Gt LE RIC EASEMENT 2REA7, ED BY THIS P_ . �j pj 1 CREf PLAT I � I � t II! l I L WA W ' FIRfU j I i CRE= IDS W f (DETAIL E I Z nj ? o!I I O_ PRIVATE ACCESS AND UTILITY EASEMENT i PRI' REG. #515894.#5159'3 m m ALSO m AI ACCESS AND UTILITY EASEMENT CREATED BY THIS PLAT ACCESS AI, 'INCLUDES 10' WIDE UNDERGROUND RIGHT OF WAY EASEMENT (INCLUDES 10' FOR HOLY CROSS ENERGY PER REC. #536439) FOR I rj I, --------- I ! I 29 WITNESS I CORNER i S 00"3900" E 353:48' CENTERLINE 5 WIDE i U) I HISTORICAL MONUMENT Iz --I 'm = s ACCESS EASEMENT D I LOT F 1 REC. #525203 - 0 s� �- REC. #515869 i-- ( U) W POINT OF BEGINNING 0) , ! I UTit Uj 15' RADIUS CRf d ! PLA 25' WIDE FIRE PROTECTION, WATER SERVICE LINE AND FIRE HYDRANTEASEMENT z - 4 [3 _ 25.04` ACCESS AND R 125.00' UTILITY' EASEMENT A=' 1 23'13" T 12,56 CH=S10"23'59"E 2500 DETAIL T SCALE: 1'=10' KEY MAP SCALE. 1" =1000' 2E'09 `0CBI2„C9 2E'0e AMENDP-_HTIIWC FIRST SUPPLEMENT TO THE FINAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION S� APPROXIMATE LOCATION IRRIGATION PUMP STATION .- (SEE IRRIGATION NOTE #2, .- SHEET 16) 1 A I � i CENTERLINE 30' WIDE SEWER 'cop r- LINE EASEMENT CREATED BY F i / THIS PLAT LOT 3 5.940 arrest y� t 258,161 sa.iL± RED. #515869 2 LOT 3 Q v_ BUILDING ENVELOPE o NO2'101'333'E 28.28 c Z. y v T M w v I I'l EASEMENT m > G `f5. N N S00°01'33"W 28.59 DETAIL F SCALE: i"=10' SHEET NOTES .p INDICATES MONUMENTS FOUND OR SET I-S, #28643. UNLESS OTHERWISE NOTED • INDICATES BUILDING ENVELOPES SET _.S. #28643 SHEET INDEX SHEET 5 INTERIOR LOTS. BUILDING ENVELOPES AND EASEMENTS: LOTS 6, RM, C AND F SHEET'6 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS LOTS F1.6, 9„ 10 AND 11 SHEET 7 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS: LOTS 7-10 F1 AND F2 SHEET' 8 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS. LOTS 3-5 AND F1 SHEET 9 INTERIOR LOTS. BUILDING ENVELOPES AND EASEMENTS: LOTS 15. F1 AND F2 SHEET 10 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS: LOTS 1-3 SHEET 11 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS' LOTS 9-11 AND F2 SHEET 12 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS: LOTS 10-12. F1, F2 AND RM SHEET 17 TRAILS PLAN NOTICE: ACCORDINC TO COLORADO LAW YOU MUST COMMENCE ANY LEGA, ACTION BASED UPON ANY DEFECT IN THIS SURVEY WiTHBN 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. A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 9 OF 17 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS, LOTS 3. 5, F1 AND F2 S 06'13'46° V-`E'" =OND 1-141' YELLOW PLASTIC CAP STAMPED LS 9175 EASEMENT CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA EC4 127.75' 3020,09 63.88' 127-74' N 89°50'06" W 2025`25" EC5 148,20' 120.29 64.36' 113,50' N63°13'36"E 56°18103" E06 100.06 78,43' 58.14' 93.41' N 29°48'59" W 73°05'48" EC6a 52.47' 78.43' 27.26' 51 50 N 12026'01" W 38019'52" EC6b 21.70' 78.43' 10.92' 21.63' N 39'31'29" W 15051'04" EC6c 14.93' 78.43' 7 49' 14.90' IN 52°54'06"° W 10-5410" EC6d 10.97' 78 43' S 49' 10.96' N 62-21'32" W 8°00'42" EC7 28A2' 88.80, 14.18' 28.00' N 20°41'00" W 18°08'36" EC8 110 46' 160.29' 51.53' 108.29' N 71 °38'04" E 39029'07" EC9 126.06' 2980,00' 63 04' 126,05' N 89°50'06" W 2°25'25" EC14 214,44' 156.53' 127.87' I 198.06' N 5Z56'41"' E 78"29'30" EC26 41.94' 90.04' 21.36' 1 41.56' N 27°13'44" E 26-4113" EC32 10,34' 8.00' j 6.04' 9.64° S 48°13'55" E 74-04127" T=120 22 S03°31123'E 230-27' HARVEY SUBDIVISION GRAPHIC SCALE 60 120 IN FEET inch = 60 t SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 sopris@sopriseng.com MAROON CREEK CANYON CONSERVATION EASEMENT BOUNDARY REC. #515869 (SEE SHEET 3) S 12`43'14" W it _ 40 76' S T6"07'57' W 36.92' S 53°19'46" W N 39`20'13" W 2':.4T U I;LI I r tAJtMtIA.! REC. #515894. #515913 3g__S 00 3 3b' t LU 5 UZ-11'4 N'2'03'58" E f- 2116 ;v �-�-8- L70 S 08°0737" iN 5.56' BOUNDARY LINE TABLE LINE BEARING LENGTH L62 S 072049" W 27.44' L63 S 45°10'43" W 20.69' L64 S 32°45'51" W 51.58' L65 S 02019'30" E 36AT L66 S 08°50'53' W 19.54' L67 S 08015'44' E 25 T L68 S 13020'02" E 27.03, L69 f S 31 °23`52' E 113.34' I L70 S 0001756" E 19.09 L71 S'4006'53'W 60.96' _72 S 11°55'16E 57.16' LOT F2 RED. #515869 PRIVATE ACCE rn� RED A ACCESS AND UTILITY ;INCLUDES 10' WIDE UNDI FOR HOLY CROS UTILITY EASE% CREATED BY T PLAT {DETAIL 88.96�S--03-3_6_00,:E 72 CENTERLINE 10' WIDE UNDERGROUND RIGHT OF WAY EASEMENT FOR HOLY CROSS ENERGY CREATED BY THIS PLAT KE-�;R-v- Y MAP SCALE: 1" = 1000' 2E °9 'r 01* 2009 261. 9_AMENOP AT_C k'G 54°06'55" E 146 N 54°06'55" E 3,45 C�5� �$ \ $ LOT 4 DETAIL H SCALE: 1"=10' ACCESS AND UTILITY EASEMENT 25' WIDE FIRE PROTECTION, WATER SERVICE LINE AND FIRE HYDRANTEASEMEN- S 87°02'24' E 17 ECf3 _ t €C53a XZf4 - _ EC536 w S02°5?'39"W 25:00' 20 9 WIDE ELECTRIC EASEMENT DETAIL I SCALE. 1"=10' ACCESS AND UTILITYEASEMENT 29'0100E FIRE PRC c C .`, tF ER SE> ,ICE L NE AND FIRE HYDRANT EASEMENT z S 02'57'39L uv 223 4Z _ w 25.00' i ' 98.42'_ �` S 02°57'39"'71 25,00' _OT 2 SCALE' 1"=10' A O ACCESS AND A ems'° UTILITY a EASEMENT CD 'O UTILITY a. it@9` EASEMENT w2 �^ Qa 01y° c� fig. {JV SCALE: 1"=10' SHEETINDEX SHEET # SHEET TITLE FIRST SUPPLEMENT TO THE FINAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 10 OF 17 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS: LOTS 1-3 CENTERLINE 40' WIDE ACCESS AND UTILITY EASEMENT PER REC. #515869 UNCHANGED 'INCLUDES 1U WIDE UNDERGROUND RIGHT OF WAY EASEMENT FOR HOLY CROSS ENERGY PER REC. #536439) 510`p; Ig,E 288'93'!i1E1 UTILITI YEASEMENT 57T82' CREATED BY THIS PLAT 36.9' S 89°46'4; 69 S 0"48'31" N 491.24' 86 '�� 1`� -- 5�� 1 13° UTILITY EASEMENT ti qj \0, F \15?' CREATED BY THIS PLAT (DETAIL K) '110 LOT 1 S'� S 24'18'24" E 2 472 acrest S 48°51'28" E 49.99' 26.56 107.693 sq.ft.± REC. #515869 a�J BUILDING ENVELOPE � j S 05-3628" `Iv i 51.571 `O S 08° 2347" ifJ o� - �'8 57' S067-32'41"W 1 S 25°033a" tx' 64 01' - - v 5 A s S OL 59'34" t4' 84.56' �R f S 00°24'34" ,1 58 °9 sT -O D ..4. Y _vd PLASTIC Ap AMPEID OF ASPEN LS 13166' EASEMENT CURVE T ABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA EC28 71 94' 106.00, 37.42' 70.57' N 16028'57° W 38°53'07" EC50 43,57' 45.00' 23 66' 41 89 N 65 1317' E 55 2839" EC51 80 67' 765.24' 40 37' 80,63 N 34 27 E 6 02 24" EC52 43.26' 60 00' 22.62' 42 33' S 17°41'45" E 41 °18'42" EC53 85.51' 126,00' 44.48' 83.89 N 16028'57" W 38°53'0 " EC53a 4.25' 126,00' 213' 4.25' N 01°59'34" E 1'56'04" EC53b 25,27' 126,00' 4268' 251T N 04°43'10" W 11'2925" EC53c 55,99' 126.00' 28,47' 55,53' N 23"11'42" W 2502T38" 1 SHEET 1 CERTIFICATES. CONTROL MAP AND VICINITY MAP SHEET 2 EXTERIOR BOUNDARY. SURVEY NOTES AND LOT OWNERSHIPS. LAND USE TABLE SHEETS INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS: LOTS 6 RM, C AND F': SHEET 17 TRAILS PLAN NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN. NO EVENT MAY ANY ACTION 3ASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. EASEMENT LINE TABLE LINE BEARING LENGTH E108 S 38°21'05" E 33:18` I EL19 N 51 °38`55_" E 1 EL20 S 38021'05" E I 40,00' EL21 S 51 °3655° W 78:Ofl' EL22 N 38°21'05" W 40,00' EL22b N 38`21'05'W 14:80' EL23 N 51 °3F55" E 19,00, EL24 N 38021'05" W 39:76 DISK L S #28643 CENTERLINE 20 WIDE UNDERGROUND RIGHT OF WAY EASEMENT FOR HOLY CROSS 25WIDE FIRE ENERGY CREATED BY THIS PLAT PROTECTION. S 78`20'55" E 24.66 WATER SERVICE LINE AND FIRE CENTERLINE 10' WIDE PUBLIC TRAIL HYDRANT EASEMENT CREATED BY THIS PLAT EASEMENT (SEE DETAIL #1. SHEET 13) CREATED BY THIS PLAT (DETAIL 1) E _ e 20 0 S 2'57'36"W 223,42, 1 /c2n 0 25' WIDE FIRE PROTECTION \' 43 43' j gip, WATER SERVICE LINE AND \ ° S 38°21'05 E FIRE HYDRANT EASEMENT 30 52' CREATED BY THIS PLAT 20.0' LN 38'55" E DETAIL J LOT 2 61.48' 2.146 acres± 93.494 sq ft ± j REC. # 515869 CENTERLINE 40"NIDE qR, ACCESS AND UTILITY J f EASEMENT #515869 UNCHANGED BUILDING ENVELOPE OPE � �y - : i r /J / / (EASEMENT TIE) —N 35044'05' E / 46.35' / CENTERLINE 10` WIDE `PUBLIC TRAIL EASEMENT CREATED BY THIS PLAT (SEE DETAIL #1, SHEET ,3) Os�� `02°57'2 57.97' n�. `P) APPROXIMATE LOCATION IRRIGATION PUMP STATION 'SEE IRRIGATION NOTE #2. SHEET 16) r ' 4 195 4 5 CORNER. SEC 2 BLM BRASS CAP -` s2a LOT 3_1 a BUILDING ENVELOPE \ GRAPHIC SCALE IN FEET) Inch = 60 ft. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 sopris@sopriseng.com 1#1 N 89'2026 W - , 061,6 3.4' kill _ 2 �2j J�28c o�o p 60, �'- SHEET NOTES C INDICATES MONUMENTS FOUND OR SET _.S. #28643. UNLESS OTHERWISE NOTED • INDICATES BUILDING ENVELOPES SET _ S #28643 CENTERLINE 30' WIDE SEWER LINE EASEMENT CREATED BY THIS PLAT LOT 3 940 acres± 258.76sq.ft.= REC. 4,515869 v 12°s 9:3' UTILITY EASEMENT '-CREATED BY THIS PLAT (DETAIL H) co W uj L IJ ui U) j I t a W !�I UC L AGRTURA - S 09°05 36" > , i CONSERVATION EASEMENT ' W 390,00, # BOUNDARY REC. #515869 (SEE - S'I`J7'ts„H7 SHEET3) 1 i'.o S 06`13 ,�, Y-- ---6 2 7: KEY MAP SCALE' I" =1000' 2_ 0e '.01820C9 22`MEND°P_AT 'NG EASEMENT CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA EC17 232.6T 1 11100.001 116 77' 232 24' N 31012'59" W 12'07'09" EC18 151,60' 108.13' 91,26' 139.49' S27°01'09"E 80`19'4T' EC19 +3.7T 129.00' 6 89' 13,76' S 38'28'14" E 6°06'56` EC20 37.75' 216.09 18.92' 37 70' N 361119" W 10°00'46" EC20a 5.23' 216,00' 1 2.62' 5.23' N 32"1215" W 1°23'18" EC20b 32,51' 216.00' 1 16,29' 32.48' N 37°12'58" W 803728" EC21 25,57' 150.0Y 12.8V 25,54' N 26037'57" W 9'45'58" EC22 48.61' 200.00' 24.42' 48.4E S 28`34'36" E 13,55,31, EC22a 6.75' 200.00' 3,38' 6.76 S 22°34'52" E 1'56'03" EC22b 24.54' 00' 000 12.2' 2452' S 7°0347" 7'01'47 7.32' .66 17.31' S33°0331"E 4 °5?'40"EC22c EC23 39.12' 200-00' 19.62' 39,06' N 31'18'08" W 11"12'26" EC23a 21.44' 200.00' 10 73' 21.43' N 33s°50'06" W 6'0830" EC23b 7:68' 200.00' 8.85, 7 68` N 28°13'53" W 5'03'56" INE TABLE LINE BEARING LENGTH EL10 S63°27'32"W 1764' EL1 i N 26°3228" W 19.45' EL12 S 62 42'06" W 17.09 EL13 N 26027'27" W 40 00' EL14 N62"39'54"E 16.39 EL15 N 27"20'06" W 26,79' EL16 N 62°21'29" E 46.27' G ss 42 ACCESS ANDG�'- UTILITY EASEMENT p\� n ° \m rn 2N N% UTILITY EASEMENT z w LOT 8 DETAIL P SCALE: 1"=10' AC4 .in,C�D- EASEMEN 'y '�v u v /UTILITY `' 6'�'�` EASEMENT DETAIL Q SCALE: 1"=10' ACCESS AND UTILITY ' EASEMENT / cG051 N 51-23,37 i, �3 UTILITY EASEMENT 3jj , /Z DETAIL R SCALE: NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN T#IS 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. ui W co Lu F LOT 9 3.922 acres± . 0 863 s4 rt.± RE_ 5.,86E ACCESS AND UTILITY EASEMENT CREATED BY THIS PJ17/ p UTILITYZASEME (DETAIL ti °fig//% / / / / 43SS / YF91Zo ' �i 5C vN i J f /V`3$�� / CREATED BY THIS iP-AT(DETAIL C`. S , T i r /UTILITY / EASEMENT CENTERLINE 30' WIDE SEWER CREATTH S PED BY LINE EASEMENT CREATED BY , HIS PLAT, / (DETAIL P) MAROON CREEK CANYON CONSERVATION EASEMENT BOUNDARY REC 3t5158691SEE SHEET 3 SEE SHEET 12 LOT 10 4 892 acres+ 213,087 sq.11 *_ FIRST SUPPLEMENT TO THE FINAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 11 OF 17 INTERIOR LOTS BUILDING ENVELOPES AND EASEMENTS- LOTS 9-11 AND F2 CENTERLINE 30' WdDE SEWER LINE EASEMENT \ CREATED BY THIS PLAT ' z ' LOT 11 \'s \ 5.521 acres± SE SHEET 12 REC. #515869 g5 I _OT 12 43'46'39" W , BUILDING ENVELOPE lw / 1 T0. �s ( co b 1\ / i' CENTERLINE 25' WIDE 240<499sq.#t± l3. %' WATER LINE EASEMENT 06 REC. #515869 EASEMENT UTIJ AGRICULTURAL / g$R5 R( P CONSERVATION EASEMEV� g3/ BOUNDARY REC. #515869 NT /Lflfl pQ.G '`p; ACCF�SS AND �1Go • G/ L-fr ` SEE SHEET 3) �' G 23 CREATED BY T HIS PLAT / J i i UTILI I - S j 4 ' REC.#515869 EASEMENT CREATED BY '©b i ' LOT 1 Ni 04"42'39" VV 221 97' , i IE)_ THIS PLAT G"O Y D1 ��. BUILDING ENVELOPE AND SEWER ACCESS UTILITY EASEMENT EASEMENT CREATED BY CREATED BY THIS THIS PLAT PLAT (DETAIL S) / r a 0 c- i ,rym 7^ 3n 76 / jy h; a 20 -OT a M L/ Sdp^ BUILDING ENVELOPE Qso �Q r � /7 \Ia 70' W.0 \�1 W ya ell REBAR & CAP S LOT 8 `, L #28643 ` � BUILDING ENVELOPE \\ gy SEE SHEET 7 / KEY MAP SCALE: I' =10flG' 29.208 sy t± i 16.740 acres± 1�- j REC. #515869 / ti 0 5 - // Y / ' CEN ERLINE 20WIDE . ' SEWER EASEMENT BK. 244 PG 7" / ,i ' CABIN SITE i S 00046'52' W 118.89 92' > S 76`0832 7 / SIN v 43.65, / I S 07`32'08" E / 36 99 S 50`38'15" E 19, S 52015'52" E 34AF GRAPHIC SCALE S 29'5810` VV 34,56' IN FEET) Inch = 60 ft. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 soprls@sopriseng.com It. 27.3T S01+648E 56.82' SHEET NOTES INDICATES MONUMENTS FOUND OR SET S. z28643. UNLESS OTHERWISE NOTED • INDICATES BUILDING ENVELOPES SET. L.S. 428643 LL27 LL2$ LL29 LL 30 _L31 LL32 33 L34 LL35 L-36 _L37 FISHERPERSON'S TRACT LOT LINE TABLE LINE BEARING LENGTH ' LL27 S 62 34'59' E 25 61' LL28 S 72 20'36" E 19.37' LL29 S 85021'46" E 15.5T -1-30 N 90°00'00" E ( 19.71' L1-3'1 S 81 "31'32" E +9:93' _L32 S 88059'40" E 23 91` N 88 03 28" E 24 76' -1-34 N8i 52'00' E 26.69' ..L35 N 76"5139" E 25.84' _L36 N 82'33'56" E 19.46' _L37 N 67-3642" E 6.69' POINT OF BEGINNING CENTERLINE 20 WIDE SEWER EASEMENT BK. 24L i tG Nl ORRER aE 2 BE,,' N.. 4c'a4 re GC-..504` CENTERLINE 10'WIDE f / ELECTRIC EASEMENT tW� tw 2a' WIDEWATER a SERVICE EASEMENT \ �\ AND SEWER ACCESS EASEMEN Lp �\. m\ UTILITY a 6 , EASEMENT ACCESS AND UTILITY \s EASEMENT 91 7 �IL• `✓ �10S �-� 2 N z Gi'L9" E S 62°25 29' `A' �} 6,67' /€ 3l,HLE, i -tU SHEET # SHEET TITLE SHEET 1 CERTIFICATES. CONTROL MAP AND VICINITY MAP SHEET 2 EXTERIOR BOUNDARY. SURVEY NOTES AND LOT OWNERSHIPS: LAND USE TABLE SHEET 3 EXTERIOR BOUNDARY AND CONSERVATION EASEMENTS' DIMENSIONAL REQUIREMENTS SHEET 4 EXTERIOR BOUNDARY AND ACCESS AND UTILITY EASEMENT OVERVIEW SHEET 5 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS. LOTS 6 RM. C AND F1 26'39 t:Pr082M9 2c109 A9a1ENDPIAT:D,NG N 51c23'37" 6,96, Lo uj ui w U) W piW 25'WIDE WATER SERVICE EASEMENT AND SEWER ACCESS EASEMENT JTfl ,-I EASEMENT N 6221'29' E 3.gill RETAIL S KALE : '!"=10' t-li>— MAP , = 1009 HENCE ANY LEGAL i THREE YEARS MAY ANY ACTION D MORE NI AN 7,N FIRST SUPPLEMENT TO THE FINAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION SEE SHEET 5 N 00°04'41'W ar N 24'05'3&' E 3 307T N z o o LOT RM CA 0A 78 acres± r m 7,774 sq,ft.± N 15869 90' REC. #5 ;*15869 20.9J 00'00" E' -FL —5 Ek8 �R—/V—ArZ7 —Ac—cj—� 07-IL17 Y EASI�41EIV e4--- - SSQVD� ---_REC # 7 FOR 4 or �515869 RAI LOT Fl 35.055 acrest 1521 sq.ft.t REC. #515869 4- LOT 10 4.892 acres± 213,087 sq.t± REC. #515869 <cl SEE SHEET 11 r1;0lc TAMI C A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 12 OF 17 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS: LOTS 10-12, Fl, F2 AND RM I 3312" ---1 3.w2 22.56' 203,57' S 47 0 17'05 W CENTERLINE 25'WIDE NATERLINE EASEMENT AND cX 3 E'v,,E R CE S 8 E A N 7 BURLINGAME RANCH AFFORDABLE HOUSING J7ORMERLY THE 20-ACRE PARCEL) REC. #552859 4� \N !T-An-2 1 N j2-46'55'W 236.12' CENTERLINE 10' WIDE UNDERGROUND RIGHT OF WAY EASEMENT FOR HOLY CROSS ENERGY CREATED BY THIS PLAT W N 1Z-- 1 05A 2� LOT 12 iLu 5 4.207 acres± 12.5 5.-K 183,261 sq.t± /P z f ' REC, #5158692_5 LOT 12 N 43'46'09" Al BUILDING ENVELOPE NCENTERLINE 30'WIDE l SE WER UNE EASEMENT A CREATED By THIS PLAT 'LOT 11 5.521 acrest CENTERLINE 225'WIDE 240,499 saft± WATER LINE EASEMENT REC' #5i5869 AND SEWER ACCESS UTILITY EASEMENT EASEMENT CREATED BY ` i AGRICULTURAf -CREATED BY THIS THIS PLAT CONSERVATION EASEMENT r, RPG ts, &I ACCFStAND PLATI (DETAIL S BOUNDARY REC. #515869 3�� - i UTi EASEMENT �SEE SHEET 31 IS PtAT T A.7 IF CREATED H Z %\61 Z - A, LCo 041 U IL EASEMENT D v LOT 11 3g_'p', 224.97 JIE) CREATED MAROON CREEK CANYON THIS PLAT BUILDING ENVELOPE N 04'4T CONSERVATION EASEMENT BOUNDARY REC. (DETAIL R! X #515869(SEE SHEET 3 CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA FC19 13,77' 129.09 6.89' 1176' S 38'28'14" E 6-06'56" FC20 37,751" 216.001 18.92' 37.70' N 36021"9'W 0'00'46" EC20a 5,23 216-OU 2-62' 52T N 39012'35" W "23148' EC20b 32,51' 216,09 1. 6,29' 32.48' 1 N 370 1 Z580 W 8°37'28` EC29 18.86' 13.53' 11.32' 17.37 i 3 42'48'57" E 79°4945" EC30 84,83' 126,78! 42-40' 80:42` N 22032'32" W 6°5�8'W, GRAPHIC SCALE 60 0 30 60 120 (IN FEET) 1 inch = 60 ft. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 pri sos@sopriseng.com SEE SHEET 11 240 SHEET NOTES INDICATES M OTHERWISE NOTED • INDICATES BUILDING ENVELOPES SET L.S. #28643 POUND REBAR & CAP L.S. #9184 LL27 _L28 _L29 130 —.3 -L32 ,--33 -L34 �ISHERPERSON'S TRACT SHEETINDEX SHEET# SHEET TITLE SHEET 1 CERTIFICATES. CONTROL MAP AND VICINITY MAP SHEET 2 EXTERIOR BOUNDARY. SURVEY NOTES AND LOT OWNERSHIPS: LAND USE TABLE I ' - ' - ""- �,' _;:7'� - LINE TABLE [LINE BEARING LENGTH EL25 N 17-38'11" E 18.64' EL26 N 0731'33" E 7.92' CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA EC5 118,20' 120.29' 1 64,36' 113,50' N53013'36"E 56°18,03, EC6 100,06 78:43' 1 58.14' 93,49' N 29°4$'59" W 73°0648" EC6a 52.47' 78.43' ! 27.26' 51.50' N 12°2611"V6' 38°19'S2" EC6b 21.70' 78.43' 10.92' 21.63' i N 39°31'29" W j 15051'04" ECfic 14,93 78:43' 7.49 4.96' N 52054`06" W 10°5410" EC6d 10:97' ! 78 43' 5.49' 10.96, N 62021'32" W 8"00'42" EC7 28,12' 88.80' 14.1$` 28.00' N 20°41100" W { 8°08136" EC8 11,0.46' 1 160.29' 1 57.53' 108.29' N 71°38'04" E 39°29'07" EC8a 39891 16029 20.05' 39,79' N84014'49E 14 5'36" ! EC8b 26.34 160.29'1 13,20' 26.31' N 72°24'33" E 0924'57" ECBc 30.55' i 160.29' 1 15.32' 30.50' N62°14'30"E 10055'09" EC8d 13,68' 160.29' 6.84' 13,68' N 54°20'13" E ! 4"53'25" EC26 41.94' 90 04' I 21.36' 41.56' N 27°1344" E 26°4113" EC33 19.66, 1387.13' 9.83' 19.66' S 8612'40" E ! 0°48'43" EC34 631 T 47800' 31.63' 63.13' S 8753'09" E 7°3421" EC35 14,03' 9,001 8.90, 12.65 S 47`00'29" E 89°19'41" EC36 8.fl2' 5.50' 4.91' 1 7.33' S 44-07-13" E 83°33109" EC37 85 58' 53,00' 55.38' 76.58' S 39°3917" E 92031'02" EC38 8.88' 5.50' 5.74' 7,95' S 38'10'51" E 92'29'40" EC39 27,03 17.00' 17.32' 24.27' S 38°53'09" E 91005`051, EC40 7.15' 100.00' 3.58' T15' SOS°42'?5 W 4'0643" EC41 101.19 120.00' 5182' 98.224 S13°24'17"E 48°18'47" EC42 740' 50fl 00, 3.70' 7,40' S 35°02'12" E 0°50'S4" E043 214 160.00, 6s071 1213' S 36 47fl$" E 4 2046` EC44 529 58" ^' 26,5 ac 95 0 36 23 51 EC45 3 6' 8:49 `2.3^ S 09 35 :x 86 38'St' EC46 74Ei a CD' 4.62' c 7`9' S 1II 3 27 "' 85 280 EC4 _+ 523 E '2"504$ FIRST SUPPLEMENT TO THE FINAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 13 OF 17 EASEMENT DETAILS POINT OF BEGINNING CENTERLINE 10' WIDE PUBLIC TRAIL EASEMENT CENTERED OVER EXISTING ASPHALT PATH CREATED BY THIS PLAT CORNER OF STAGE ROAD REBAR AND CAP STAMPED L.S, #28643 BEARS S 01 °01358" W 45.25' CORNER OF STAGE ROAD ---' S 84`0559" F 2.68' - ORIVATE ACCESS AND UTILITY EASEMENT REC.#515894,#515913 ALSO ACCESS AND UTILITY EASEMENT CREATED BY THIS PLAT INCLUDES 10' WIDE UNDERGROUND RIGHT OF WAY EASEME FOR HOLY CROSS ENERGY PER REC. 2t5364391 SHEET NOTES p INDICATES MONUMENT FOUND OR SE` . S #2864 . UN SS OTHERWISE NOTED OT T LOT 6 ILO DETAIL i !0 LOT { !pp rJ� ISHERPERSON'S LOT n LOT F1 702. r7 RACT :O' z LOT 5 G d y , °NTERLINE 10' WIDE PUBLIC TRAIL EASEMENT \ 49 EC41 CENTERED OVER /c f EXISTING ASPHALT PATH EC40- CREATED BY THIS PLAT �\ �' S 06°39 24. Vr i -EC39 31.82' - MAROON CREEK GOLF CLUB i �--EC42 LOT 4 PUBLIC TRAIL -EC46 / CROSSES ONTO S 52°54`3i" MAROON CREEK CLUB - T 2 ' THIS AREA 2, va AN EC43 0 -EC47 I -EC". `4$31 E 915.83 5$2.55' S0204$18"W 2'.95i �EC4A �+,: SOT 3 LOT 1 \ LOT 2 -- \ \ - DISK S. #28643 SHEETINDEX SHEET# SHEETTITLE SHEET' CERTIFICATES, CONTROL MAP AND VICINITY MAP SHEET 2 EXTERIOR BOUNDARY SURVEY NOTES AND LOT OWNERSHIPS. LAND USE TABLE SHEET 5 INTERIOR LOTS. BUILDING ENVELOPES AND EASEMENTS. LOTS 6 RIM, C AND F1 SHEET 17 TRAILS PLAN NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN ;HIS 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 CER71FICAiION SHOWN HEREON:. DETAIL #1 PUBLIC TRAIL AND IRRIGATION REUSE LINE EASEMENT SCALE: 1'=1IIfl' CENTERLINE 101 `HIDE PUBLIC TRAIL EASEMENT CENTERED OVER EXIS`TNGASPHA A!'-+ CREATED BY THIS PLAT FOUND REBAR & CAP L.S. #94:84 FOUND REAR & N 00049'36" F 55,48' GAP L.S. #91.84 CENTERLINE 25' V'VIDE r IRRIGATION I CENTERLINE in - WIDE REUSE LINE EASEMENT PUBLIC TRAIL EASEMENTT CREATED BY T HIS PLAT CENTERED OVER { EXISTING ASPHALT PATH 0 CREATED BY THIS PLAT rill�' �' 1 G PUBLIC TRAIL CROSSES ONTO MAROON CREEK CL.B THIS AREA \\ _ 5:3 a7- S 84 25'41 i' r- 1 97' CENTERLINE 40' WIDE ACCESS AND UTILITY EASEMENT PER REC. #515869 UNCHANGED (INCLUDES 10 WIDE UNDERGROUND RIGHT OF WAY EASEMENT FOR HOLY CROSS ENERGY PER RED. #536439) 5 \N\'V LOT 5 SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARB©NDALE, COLORADO 81623 (970) 704-0311 sopris@sopriseng.com 32"°22'39" E 25.98 LOT F i 43.97' LOT F1 CENTERLINE 10' WIDE RIGHT OF WAY EASEMENT FOR HOLY CROSS S 84 57'3 r ENERGY CREATED BY THIS PLAT 3.385 S84 \1 22 48 S00°06'13"W 12581' N88°5323"E N01°14'15"E 176,82' 3.41' z C n i� 23 mil 03> z v �oa n�I i j �z-rncaw I� zm cn � �U can cn o' m m > c D ~- Z �I^. m 22 co 1 - so m n n a m -i w M ' n Om ]' 4t m i m C a m Z �n C6 m r�-- M D m - �I z !4 p � S 12°3019" W\\ m 9:6E' 'EL26 \ \ y \_ ACCESS AND UTl � IyCLUCREATgDSY } tASEYtEA \ RIGHT pF WAy bES a0' WIDE U IS PLAT pSEMFNTFpRAD`�RGRpU1,vD 1 \ RR=S354 � Y pRpSS E'VERGY W 1 -�91�� : - DETAIL #2 ELECTRIC EASEMENT SCALE: i"=30' 25'T� '0,1011009 26':Lfl AMENDS ATDA'G LINE TABLE SINE BEARING LENGTH L26 S 29a28'39' E 82:62' L27 S44°a3'33"E 78.19' L28 S 69°59'20" E 104.67' L29 S50°38'15'E 27.37' L30 S 01 ° 16'48" E 5682' L31 S 29°58'10" W 34.56' L32 S 76°08'32" W 4365' L33 S 00°46`52' W ' 18.50' L34 S 24°51'14" E 92 53' L35 S 07°32'08" E 36.90' L36 S 52°1652" E 34.18' L37 S I l'19'08" E 79.45' L38 � S 40°07'51" E i 160:49 i L39 1 N 82030'12" E 92.23' L40 N 6604151" E 24 39' L41 S 12°48'00"_E��170,52 L42 S 06°11'13" W 83.10 L43 S 07°05'08" E 34,83' L44 S 00001'32" W 1 45,24' L45 S 18°54'49'E 72,69' L46 S 10058'43E 75AT L47 S 1304931" W 47.18' L48 S 04°17'31" E 6615' L49 S 08020'24" E 136.42' L50 S 04'29'56" IN 65.63' L51 S 05°54'39" E 34-46' 1,52 S 20050'18" W 88.41' 1-53 S 02°09'35' W 28 08' L54 S 53°23'599" W 34-41' L55 S 12°35'25" W 60:69 NOTICE. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL 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 THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.. GRAPHIC SCALE IN FEET) 1 Inch = 100 f. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 FIRST SUPPLEMENT TO THE FINAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 14 OF 17 VIEW LINES LOTS 7 THROUGH 11 SHEET # SHEET TITLE SHEET 1. CERTIFICATES, CONTROL MAP AND VICINi Ty MAP SHEET 2 EXTERIOR BOUNDARY, SURVEY NOTES AND LOT OWNERSHIPS LAND USE TABLE SHEET 3 EXTERIOR BOUNDARY AND CONSERVATION EASEMENTS, DIMENSIONAL REQUIREMENTS SHEET 4 EXTERIOR BOUNDARY AND ACCESS AND UTILITY EASEMENT OVERVIEW SHEET 5 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS: SOTS 6, RM, C AND F1 SHEET'7 TRAILS PLAN o3C c LD 9.fi' i J �- Y Y G ¢1 IQ A� QR°lo w � I � to _ rsil 7710-0 --AELPI,I bbu.uu 00 00 LOT 7 VIEW LINE SCALE ,.=60' 2--.-' 3.x 78 ,7� E._= 7800 5 0 2 .3' t m m _1 wj J w z z w. DATUM ELEV c:5o �i O! N:II CJ ^ O O O O TOO O ml4> N QJ CJ O S;I itJ' �i4� `� a) ^ O M '+00 2=00 3-00 a-Dc 5-0D 6,01' LOT 11 VIEW LINE SCALE _5,, 'G0, DATUM ELEV 768:X, LOT 10 VIEW LINE s H t.-, __ _... twY 5 n p I 58.7' m y m d r I r a aj w � 3 5 m mq) U� mlfl m1 m m •o r ^ice ^r ice "x �x a 1 � LOT 8 VIEW LINE SCALE _ 790; 7801 770 DATUM ELEV 76j55 u4 o 0 c 0' ooa m I•, ®1 i ' Iw �I I I i - 18.521 { .... ( t I I 37 n' I �' f J � w w Z Z w w z9 z I 2-0 3-00 LOT 9 VIEW LINE SCALE .=C0 281C9 'Cf08/2LC9 261OS_AMENDPLA-.--WC 1 ION NAME AMOJJF S;ZE EROSA P1NE 22 Iv-w P4$ OM-EAF 60rrOaW06P % #I0-4" GA_FER 25% 3"-4„ CALIPER) : A.0116 SASE ROAD 2 ON NAME- AMONT 61r A STERN SAGE 36 #5 T I 63 h5 RADO SPRLY.E 3! 14-0 w N Ill #W-A' CALIPER 3, N NAW AiP.,NF SIZE I M_EAF COTTONWOOD IS #IO.,r CALIPER CA -PM) NPJ A-ON6 FENCE G ICT± N41F AMaw SIZE RAW SPiR JOE u 4-16 0m-EAF COTTOW06P 25 #ia-4" CALN'L-R I 25% 3"-k" 6AJPE2) j N 49 #10-4' GA1. i'ER 25% 3"-C CAPER) i EN WX_LOW Z V CAPER 5. 7N NAME AMCINr SIZE TOOJ SERV!GEflE2RY I'2 5-b' w E 25 14-I5' Ede, ± 2O5 #10-4" CALIPER Z5% 3"-4' CA_FM) CURRANT K #5 3 ROSE K #5 6. N NAIVE *AQLNr SIZE AIN MANXzANY 9 4'-5' Poe, ' MONTAN JJNIFER 2 6" Ede, PRE 3 5 6 ROSA PNE 2'-I6 PgP WT.EAF COTTONWOOD 3 V-2 I/Z GA.IPER POfENTi 1-A 5 0 -LEAF S(1 'Z ROSE 4 #5 N8 APIP XS` $Ei WEE7V LOTS Ham 7. V NAME AAONT 61ZF OAK 30 5 PO OSA PINE 5 2'-ib' P&P PSCAPN+IEi EET"A17N LIT: S jrf, & AON NAME A1ONF 5iZE SKATaON 60WICEEERRY 24 5-6' w L WESTERN SA IV #5 s51T JJSH !72 #5 ZnW5A PINE 25 mm'-w" w -6WO SPRUCE 7 I4!_0 mal ZROM.EAP COTTONIWOW 39. #10-4i, CALPER Z5% 3"-4' CALIPER) TN 45 WV X, CAPER 25% 3r-r CA-FZ R) NE 6ttCKEO'ERRY 10 5-6" P&P ,INE CRRRANT 7 #5 OD5 ROSE 92 #5 9.1 N NAME AMOK'.' SIZE w5w COI ONW06P 3 V-Z 1Ir CA FLP , ! WILLOW Z 3' CALIPER a; 1 ANa 116mAY 52 10. j I W I NAME AMO,NT SIZE RAPP1,iRtYd" i2 � MONTANN JNIPER !I a w DO SPRLY.E 5 12-16' E&P U LONE Pm 6 2 V-?- IJV CA -PER. I. ?:FJF 6Uv1AC 24 #5 Pr7 DaCAPINIE> 15ETYJE3J LOTS 11. r NAME AVANT 517E 1 CON SERVIGEPERRY 27 5-6' w DO SPRUCE Y3 1V-10 W O LONE PINE 9 6"-5' Ei LO LEAF 5-MAC ?)1 #5 ROSE 1'7 #5 DSCAPN& PETYrFF7N LOTS LO o P4 1 I` COMMON NAC AMOUNT 51ZE w N SASKATOON SERV!GEEiERRY 9 5-6 Ens& '' M Cfa..ARADO P06WOOD IM 4'-5 w 0 NATW- HAWThWN 6 5' ClAp m ROCKY MONTAIN WEIR 3 b' w CO.URADO SFRUC€ A W-W w N PCNGFRliSA PINE 5 W-W PNe, 01 NJRROWLEAF COrrOJWOOD 14 Z" 2 IIV CA 0 4L DSCAPRiG, Et'FWE64 (�S cq LO u 13. v NAME AMONT SIZE 0 CON 6ERVtCEtERRY 34 5-6P&P ' J>I r. ESS'EZN SASE 56 #5 . 0 MOUNTAIN INFER 13 0 P&P Ir 0 7 IA!-t6 Ede, LO U OSA PINE 6 a!-w Ede, ko a tD LO 9 OAK 42 rI xa x+ 'CU MUST COMMENCE ANY LEGAL OH SURVEY WITHIN THREE PEARS F r-I IN NO EVENT MAY ANY ACTION 4L 'r] BE COMMENCED MORE THAN TENT SHOWN HEREON. `d WU U � APIN6 Ai:04S, ROAD - L OF 5 14. WTANICAL NAME Cat4tON NAW AMOUNT 54Z AMEAWa1IER ALNFCUA, SAEKATOON SER`JICEPERRY A4 54 mr& ARTS tSIA TWE^ITATA TA1 AESTEiN SALE A #5 JINF IY SCO'U.aR1N ROCKY MONTAIN INFER I. 6" ud5 PINY ?aQB?O5A PONDER05A PINE 2-I6 U45 PCPU_U5 TREMUOVE-6 ASPEN 57 #10-4' CA -PER (26% AA W% 2!'-2 IV CALIPER, 25% 3''-4' CAJP5i0 qjB " CAmpEui SCRIb OAK 23 5-6' Poe, RILES APINIM APN^E CU?FANT 29 #5 ROSA W06D511 WOOD5 ROSE 24 #5 j LAW%A'Iw A Owo ROAD LOF 9 15. POTANICAL NOW COMMON NAME AvfRKI 514E A R-AY.HIER A -I IA SASKATOON SEiVICEDERRY 1.7 5-b' w ARTEMI5IA TRVENTATA TAL WESTERN SASE 34 JNFERUS 666PU-OZL I ROCKY MO AIN INFER 6 d Ge4di I PNJY PONDHROSA FaVSZ05A PIPE DO PORLUS 'RE,A.LOPE:5 ASPEN 3b //IO-4" CALIPER (25% #10. 50% 2" i/2•, CALIPER, 25% 3"- GA -PER) QLERCtY OAMPE-II SCRt6 OAS 20 5-06' w LANP5CONJ6 PErWEEN LgTiS 7 & 5 16 EY1rA ICAL NAVE CO.WN NOW AMG NE SIZE A4aANC118R AN1Fa-IA SASKATOON 9ERVIOEPERRY 23 5-6' Ed& PICEA Rlr--ENS CO.ORADa e'RU'.E 5 PItJY PO A PONCEROSA PM 4 1'-I6' Ede, PORLUY ANEA6nffO-IA NARROM-EP6 5arTONW06P 9 V'-2 !IV GA_FE'R NOTE 5014 a?R}N_ FCR PO%A Z LAdD%~ EETWEEN LOTS I lANDS'.APNNr ALN6 ROA3 - LOr 10 17.11 WAWA- NAME COMtiGN NAW AMOLAT SIZE M&1AW.HIHR A-NFO-IA SASKATOON SERVICEPHRRY 56 5-6' ARTS r-qA TR±DENrATA TA.L WESTERN SAGE 36 #5 JNN'FRY SC09.1.OKU ROCKY MCLNTAIN INFER 6 6 Pile, PNJJS PO PIVR05A POWEROSA PINE 3 YZ'-!6' P?e, POP611,15 TRiMI.OvG5 ASPEN 72 #0-4" CALIPER (25% #10, 507 V-Z /1' CALIPER, 15% 3»-A" CJ F-_R) f RCY C>4ea:1 6C OAK .0 5-6 w I RISES APNLNI AFIRE C.RRwr 16 #5 I ROSA W06PS11 WOODS ROSE IZ #5 L.AIVS6AP99h MINEEN LOTS 9 & W 18. POTAd±CA. NAME COMMON RAW AUl4NF SIR€ ANCL4NCHiER AN±FaJA SA9KAT6ON SBRVOEHERRY 9 5-6' Ede, ''.. JNFER5, ``x6(.PtA1JRL ,, ROCKY MONTAN ,INFER 4 6Ed;P PiCEA P1NfA'TIr 60-6RAPO SPRI1 - 6 12'-Ib' 1!2o '..,. PINY 96WER05A POJ 5Qi P1hE 5 W-W mci RVIFLUS AW-(J5rFOJA NAQPWMEAF COTTONWOOD 4 V-2 I/Z' CAJPE II POpI1,U5 TREMNI.ODES ASPT-]+1 !9 V-Z iA CAJPER�',. PRINIJS VR:GINANA NATIVE 6d9<EiCHERRY i0 5-6 CALIPER '..,. 0AMML111 SCR1D OAK 9 5 E&P NOTE. CONCCffTL A_ FOR POrYIP-F IANP5rAPN & PE� LOTS 19: 11: FOSTER POND 9. .AW'aOAPNNC Pt� LOTS 5 & 9 19. POTANK-A. NAME COANON NNYE AMaJ0 SIZE A.A3ANC t[E R AtNIF0.!A SASKATOON SE2VICEPEPR' Y Ib 5-b' 2&9 JNIFT�RllS SCOPULRM ROCKY MONTAN INFER 4 6 153P '... P10EA RNSIBNS f.0 O wC, SPRL:I E 5 Yt'-16' E- B '.. PN.1Y PO*6JER05A PO ERO5A PINE 4 12'-{6' r10 ',... POPU,;US TR15ALO15E5 AWN 25 2"-2 !IV CA-FI R1. PRUJ:15 VlRCiN~ NATIVE OiOKFl.PERRY II 5-10 IMP ''.. ROSA WOWSi w0sve ROSE 4 #5 '..,. NOTE, CaP7Ge'n1A_ FOR PLs9LE LAISPSCAPNFi LOTS '..,. I� PETWFEN LOTS 10 & 11 20, WAWA. NAW CAh NAME A IONF SIZE I A,E.ANCMER ALN±FCLA SASKATOON SERVIGESERRY 7 5-6' E3e, CRATEA" 066MYTA5 S,y NATIVE HAWTHORN 4 5" Clhe P&P I JNFERUS 5L01ORtfi! ROCKY MONTAN INFER 3 0 Eli 016EA PLi OC N55 COLRPDO SPRUCE 7 YZ-16' Poe, POPILUS A ISTFO-jA PNRROMEW C0rT6NW0O[> 2 2' 2 /2" CA_1FER POPJ.US TREBALODES ASPEN IS 2-2 1IZ` CALIPER ¢ERGY &A%W-11 SCR` I:G, OA'K 3 5 M45 NOTE COWEFRAAL FOR P056ftE LAMPS APING PE7'NEEJ LOr5 I _.A*IASC+ wm PY RIVER 21. POrANICAL NAME 66WO>1 NArE AMaNT SIZE PvZA PtNGEJ° SPWY,E Z 14'-18' E8 POPU10 ANW57FOJA NARROM A" COTTO4W06V 6 2» 2 !IV GALP'ER; LQV6CAPNN6 PE WEEy LOT 1Z, RANCH AND A f O:FGAP-E HOISINEO 22. POrANli NAB COS' NRE AMOLNT Sig AAEANGt1ER AN±FOJA SASKATOON SERVIC€PHRRY 6... 5'4 w PICEA P1NCU345 CO.ORAW SPRUCE li 14-O P&P PNJJS PONDEROSA PONDEROSA PN•E O 14-0; Ede, PCPLIUS TREIVI I.Ove5 ASPEN 27 2 I/ »-r GA_FER� RIMS APHNN, APINE CURRANT 14 #5 ROSA WOCD511 WOOFS ROB 4 #5 LANDSLAPNJh WVAMN LOT 11 & M 23. POrANICA_ NAW 60.+" NAME AMONT 612E AMEAW,i11ER ALNr0JA SASKATOON 5H2VOEEERRY 5 5'-O Ed& CRATF_A" OCCV81 'A_IS SUCC NATIVE HAWifiICXNi 6 5' CLLW Ede, aINFE US 50PII RUv ROCKY MONTANd INFER 6 6" w PIGEA PJ.i $Y 66 LRACV S'fA:Y,E 6 12-W EA$ P" POWEROSA PONVEA95A PINE 5 12'-4 Ede, POPIF..US AN61 5 rOLIA N R ONLEAF COTTONMJOOD 4 Z' 2 I/2" CA_N'E21 PfPILUS T'REMI.ODEs ASPEN 26 2:-S IIV GA_PEFi ROSA WOMP I W0695 ROSE 7 #5 NOTE' CONCEPTUAL FOR POS61P.E LAtV%APW EETWEEJ LOTS LADSCAPIN6, A -ONO ROAD Lars It & YZ 24. WrANIUIL NAME COAZIN NAM€ AMaJdT SIB AMELVI'611ER "IFO_iA SAS',ATOON 5ERVIGEPERRY 49 5-6' M45 ARTEn951A TRAENTATA TAIL WESTERN SAGE A5 #5 JNFERUS �Ogi.CRIM ROCKY MONTANv INFER Y2 6 Ede, PINY POJaEP.0aA POJ7HROSA PINE 2 IZ-W m!5 P011.115 TF&AL:ODE6 ASPEN 29 #10-4" CA_':PER (26% 02."-2 /V CALIPER. Z5% 3"-4' GAJP{R; ��;� �#150% Q+.FRCLY GAVMji ra1R113 OAK 57 5-6' me, ROSA W06PS11 W OPS ROSE 14 #5 aCAPM PETWEEN LOT 6 MD 0LRIJNvAME 25. EOTAJICA_ N*.IE COvMpN NAME AMONT SIZE PN,Y PO^DEROSA PORPEWYA PINE 5 I2'-16 PSP POPU.U5 TR8vR1.ON7G5 ASPEN 29 #NO-4" CA. PER (25% 90, 50% 2 2 Vv CA-Pt,R, 25% V-4 CALIPER, NOTE. 64INCE 'Pi FOR P056MLE LANPS:APIN& EETWEEN LOTS FIRST SUPPLEMENT TO THE FINAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 15 OF 17 LANDSCAPE PLAN si g MIXES: * * IV+ExI♦V RAMPS Im a BCtR AfJJ%M' WOW -�' ffiZ {.VE NiiiRNB l>Ktti f1V.CY5IW EPn95 n 94C Six KR i Rx [nLYpM'.M rx%Aicx,Y6 TWA 3 Tw ,✓w r,M Gil I!�ffiA.K6 (sm VrA" i Nx Fvhb rL+so.E resw P*tvw+) „M wx NYhiir.Yi pFd9.E fyF WREW AI A A I Rx I�SNLtt($aV (v?PAp F.RAiTQ Ri 98x9t MERfiRMSg.a.Yr.IS MTRL44 MAT I� TtSWKM14` lnF9RKs 4LYnW IMGfQA15) R TY�R�{�'SVf£ T{N.@if�Ai�A)YA VA�fNi1i Ng�9rr� CFAs9 xo Trrs>% 9� we rae inaY C1{f9 Ipr elMrxa 9� to MIN wtmAx� xx tt MF.tT£FAS9 �:hrut,, ,as tAry matt gm � ((� anw.alr �xr rrae LtTAS) 9s 9� r (srrh v�,N ,a xeYxv WnHlAN Pt+�tawr att+'�aAeN 9TRYdi� los wm resc+E pvMnre..A�c nx ttvrr: trNtt nA€zr1>n) !Rx M61MAM SRAf.€ y.�.xr �Y2sfdRTlJij 2i 5Ms1'A rJNSY R@AAi fdC6Rtxj M t✓�tENal1T�ID (SWA 3Aks+TA I Ax 9wrh IE MST�XIWYlNiMRhuw= VTx 9.CLIIc MEAi'bR165 @LYMS T{U4h{fGY3iL') ± 9i AS81 DXSY l 9.....5 YJx ]t#LI�'Fi� TAFF1F.fN55 Q1MJ5 LMLI°AATE) .9L 1tMW FAT QT. lT balm H!A mY.txSP@.N$ IRx M'..'TOxi MEATfA4Ss ASc4TWM 9i1M9 ' �[ N.[E rt,tlt ¢HA1 d Tf lX +T1 ATA Y!R UK£TMY,j �0.'k�'+ Ym'A4591 i118CAi�rD WYHB+ tLM 6FAY(� tA( FG(e 1'RN. 9 10 R m in 110 A tan t �hTiAl l�ilWMJ V Gt( S E Q'1 «�it '�lbRAT'E 1 iA. A Ian F iLN 9VlM': GRK6 lx( Mfit iA.tfR 6RA5�: x z9x LON 9FDM £Rt5 939 @SIX nC35CE}t! MIf � 4tTAt9j x M'GT,r~�WM 9xfWM1j x x x ! 9'8Mi WTE Id l Immg LANDSCAPE PLAN PREPARED BY: MT. DALY ENTERPRISES LANDSCAPE ARCHITECTS 100 N. 3RD, SUITE 102 CARBONDALE, CO 81623 (970) 963-9896 SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 ®® o .4CSi6 TP E 9Y9 9VLL SE l4 +vD TxE RIKID To DI+FIIK IF tU.45 AW fRORY.E A 9Yblit, CN?i£RRE, +r+tfi RWA'.tL9.Yfii1LY YAFNTxNs RP�k`8 Re Q31�6xNs. l(�?s 91(JHW Pp EfONIM 9r4i .� FtRtS RI^t .> ." .'WA@.' f.TII Ply R+KE W A 9X.b/H SIWAIT K A' TI.W�L. fRAN 18f Sf£ ASt .Y... wAltl.Y SRi'ffi 1I OWL 19 ND � 9.ilQtY L Y M`iSR 11E 9N'iGf MK OWN RNA 0 n �A.tOTY. C 9 B FFW W Y VlRvdi9N5 RAkEs M MYH Y.'LHSW'i AMW T>�.s ND 9TgM, !xC &V+P To W ~ mpp4w Gt Ai +CA'fW ygt{ATxN AL"!i AVOD a.1�AYH6 LNfO H(Y f WA 9R'AtE�z nn 24f� srNa+ tfi tTAAYBir UR.�S, rtRC iFad LM'�. rM �FEszItiMS. x+'! PMU' fiN.t19 TO Fnh' 13►R01 GO.IIt sFIYL CE'SFA;tG 9xN 12fl.+Y6E1T R4YL GlM(Ni h'R h 44YE 5TN0 I4U kLN GTNAR. x9 YhTfO,PD iIAE -09f5 MI. TGt 6E ALMkP (FMERV 6 i14N stu T'Qd*t£ ra so ro a +�.i PBl E@1YZ= raX v.Hf A.c SHEET R SHEET TITLE SHEET I CERTIFICATES. CONTROL MAP AND VICINITY MAP SHEET 2 EXTERIOR BOUNDARY. SURVEY NOTES AND LOT OWNERSHIPS. LAND USE TABLE SHEET 3 EXTERIOR BOUNDARY AND CONSERVATION EASEMENTS; DIMENSIONAL REQUIREMENTS SHEET 4 EXTERIOR BOUNDARY AND ACCESS AND UTILITY EASEMENT OVERVIEW SHEET 5 INTERIOR LOTS BUILDING ENVELOPES AND EASEMENTS: LOTS 5 RM. C AND F1 LANDSCAPING NOTES 11 MAINTENANCE FOR THE LANDSCAPING AREAS (APPROAtmA I cL Y SHOWN AS HATCHED HEREON) IS TO BE THE RESPONSIBILITY OF THE STAGE ROAD HOMEOWNERS ASSOCIATION. 2) MAINTENANCE FOR OTHER LANDSCAPING. ALONG LOT LINES AND WITHIN LOTS WHETHER INSTALLED BY THE HOMEOWNERS ASSOCIATION OR BY THE INDIVIDUAL LOT OWNERS, IS TO BE THE RESPONSIBILITY OF INDIVIDUAL LOT OWNERS. 3) SEE DEED RECORDED AS RECEPTION No. FOR CITY OF ASPEN LANDSCAPING REQUIREMENTS ON LOT C 22. FISHER PERSON'S TRACT 200 0 100 200 400 300 (IN FEET) nch = 200 ft. LEGEND INDICATES ASPHALT SURFACE INDICATES APPROXIMATE AREA OF LANDSCAPING MAINTAINED BY STAGE ROAD HOMEOWNERS ASSOCIATION SPLIT RAIL AND WIRE FENCE io A m v LAsS6APM AI.Na LIMBER 5TA 5E ROAD 26.. WJrANIGA- NAME COMt" NAE RAO:NT SIZE AM tER ALNEO.IA SASKATOON 6ERViCEEEtRY O 5-1b' me, 3NIPER16 LWId ROCKY MOINTANN JNN'ER 3 12 16 Ede, PLEA PJrtNS CO.ORADf✓ SPRUCE 2 14-15 w PO3,LD5 ANOUS!""!FO+ A NARROWEAF 6OT'.IWOM 0� go-4» ✓N F R (26% #W, W% 2" 2 IIZ' CALLIPER, 25% 3"-4" CALPER) POFU_16 TRS AJOIDES ASPEN 35 90-4" CALIPER V-2 1/2' CALIPER, 26% 3"-C CAJPEL) PRIWS VflZ&INItNA NATIVE ChgAf!6teRRY 11 5'4 P&P EKES APNIN A-FRIE CURRANT ZO #5 ROSA W06P511 WOWS ROSE h5 #5 N9f2 AROI*P FZ POW 2T EOTAN4AL NAME C(MNM NAME AMOINT 64M PICEA PiNEf:NS CLiORADO SPREE Z 1A"-o w is 170111Y TRH»NLOIDES ASPEN 27 #jO--4" CA_FE:R (25%. AO, 50% V-Z !IV 6A.3PHL 26% i3,_4,• CALIPER) _vvscwlw, AOJO E S;REAv1 28. POTANNCAL N&V COMMON NAME AMONT SIR£ PICEA Pe� COla2A7O `532(Y.E 3' 0-5' E&P POPUSY AN9USF02A Njwlp EAF COTGNNOOP 15 NO �6'F9 "J'C8.'2r3a 26^np A?hENDPI ATJ 'G FIRST SUPPLEMENT TO THE FINAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 16 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 16 OF 17 IRRIGATION PLAN IRRIGATION SYSTEM LEGEND: e NELSON 100 SERIES W10.80" NOZZLE., D=305,- D DRAIN MANHOLE Q= 165 GPM @ 80PS1(38 REQ'D) -OR- BIG GUN W10.51' NOZZLE; D-205' GRAVITY TAP FOR INDIVIDUAL LOTS Q=50 GPM @ 50 PSI (9 REQ`D) O PRESSURE TAP FOR COMMON AREAS PROPOSED POND -SEE POND PLANS AND SPECIFICATIONS H ISOLATION VALVE IRRIGATION LINE O PUMP STATION AIR RELEASE VA VE t FROST FREE YARD HYDRANT WILLOW POND 00 � LOT 4 `n,S7ER PO NC s LOB SLOT 1 LOT 3 SHEETINDEX SHEET # SHEET TITLE SHEET I CERTIFICATES, CONTROL MAP AND VICINITY MAP SHEET 2 EXTERIOR BOUNDARY, SURVEY NOTES AND LOT OWNERSHIPS; LAND USE TALE SHEET 3 EXTERIOR BOUNDARY AND CONSERVATION EASEMENTS. DIMENSIONAL REQUIREMENTS SHEET 4 EXTERIOR BOUNDARY AND ACCESS AND UTILITY EASEMENT OVERVIEW SHEET 17 TRAILS PLAN NOTICE: ACCORDING TO COLORADO: LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED: UPON ANY DEFECT IN IKS 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 "EARS FROM THE DATE OF CERTACAPON SHOWN HEREON. IRRIGATION NOTES 6 1 A"OT 9 `a YbT 8 / BRIDGE POND___ 1 i THE IRRIGATION FACILITIES AND ALIGNMENTS SHOWN HEREON ARE PER THE RESOURCE ENGINEERING SCHEMATIC DESIGNS AND ARE INTENDED TO APPROXIMATE THE LOCATIONS OF THESE FACILITIES AND ALIGNMENTS THE INTENT OF THIS SHEET IS TO PROVIDE LOT OWNERS WITH GENERAL INFORMATION AS TO COMMON IRRIGATION FACILITIES. 2) SEE SECTION 5.6.2 OF THE AMENDED AND RESTATED DECLARATION FOR IRRIGATION EASEMENTS GOVERNING ACCESS AND OPERATIONS FOR COMMON IRRIGATION FACILITIES. IRRIGATION PLAN PREPARED BY: RESOURCE ENGINEERING INC. WATER RESOURCES ENGINEERING 909 COLORADO AVENUE GLENWOOD SPRINGS, CO 81601 (970) 945-6777 SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 1 LOT C BURLINGAME RANCH AFFORDABLE HOUSING (FORMERLY THE 20-ACRE PARCEL) D LOT 12 t i % o' i PA,J GN POND ( ^/ �LfOT F2 i GRAPHIC KALE 200 0 100 200 400 'IN FEET) Inon = 200 i FISHER PERSON'S TRACT LEGEND INDICATES AGRICULTURAL CONSERVATION EASEMENT (REC. #515869 I INDICATES MAROON CREEK CANYON CONSERVATION EASEMENT IREC. y515860) ~� INDICATES ASPHALT SURFACE TRAIL NOTES i OLD STAGE TRAIL AS SHOWN HEREON IS A PUBLIC TRAIL PERSUANT -0 THE EASEMENT RECORDED AS RECEPTION No. 535196 SEE DETAIL #1. SHEET 13 FOR DIMENSIONS. 2) ANNIE'S TRAIL; RIVER LOOP TRAIL, JUNIPER TRAIL AND BEAVER 'RAIL AS SHOWN HEREON ARE FOR THE USE AND BENEFIT OF STAGE ROAD SUBDIVISION OWNERS AND OWNERS' GUESTS. 3 THE USE AND MAINTENANCE OF ACCESS TO RIVER LOOP TRAIL AND F2 TRAILS FROM INDIVIDUAL LOTS IS BOTH THE BENEFIT AND THE RESPONSIBILITY OF INDIVIDUAL LOT OWNERS. 4) ANNIE'S TRAIL. RIVER LOOP TRAIL, JUNIPER TRAIL AND BEAVER TRAIL AS SHOWN HEREON ARE TO BE MAINTAINED BY THE STAGE ROAD HOMEOWNERS ASSOCIATION. THESE TRAILS ARE MOWN GRASS AND THEIR LOCATIONS MAY CHANGE FROM TIME TO TIME. 5) ALL TRAIL LOCATIONS ARE APPROXIMATIONS, 6) SEE AMENDED AND RESTATED DECLARATIONS OF COVENANTS. CONDITIONS AND RESTRICTIONS FOR DECLARANT'S RESERVED RIGHT TO RELOCATE TRAILS. SHEET INDEX SHEET # SHEET TITLE SHEET 1 CERTIFICATES, CONTROL MAP AND VICINITY MAP SHEET 2 EXTERIOR BOUNDARY. SURVEY NOTES AND LOT OWNERSHIPS. LAND USE TABLE SHEET 3 EXTERIOR BOUNDARY AND CONSERVATION EASEMENTS: DIMENSIONAL REQUIREMENTS SHEET 4 EXTERIOR BOUNDARY AND ACCESS AND UTILITY EASEMENT OVERVIEW SHEET 5 INTERIOR LOTS, BUILDING ENVELOPES AND EASEMENTS: LOTS 6. RM, C AND Ft FIRST SUPPLEMENT TO THE FINAL PLAT OF: STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 17 OF 17 TRAILS PLAN TRAILS PLAN PREPARED BY: MT. DALY ENTERPRISES LANDSCAPE ARCHITECTS 100 N. 3RD, SUITE 102 CARBONDALE, CO 81623 (970) 963-9896 SOPRIS ENGINEERING - LLC FISHER P_RSON'S TRACT GRAPHIC SCALE IN FEET) inch = 290 `t. LEGEND INDICATES ASPHALT SURFACE ---------------- INDICATES PRIVATE ACCESS TRAIL INDICATES ANIE'S TRAIL NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY Wi THIN 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 DAF Or CER-1RICATION SHOWN HEREON. CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 o :,? 3 820CS YMENDD.AT:)V. C. Exhibit 12 513680 Page: 2 of 19 08/19/2005 08:429 SILVIP DAVIS PITKIN COUNTY CO R 96.00 D 0.00 WHEREAS, the application submitted for the Stage Road PUD/Subdivision proposes development of 18 lots with various zoning and development allowance as follows: • twelve (12) free market units, • twelve (12) accessory dwelling units associated with the 12 free market, • one (1) Resident Occupied (RO) Ranch Manager's dwelling unit, • one (1) free market cabin lot, • one (1) fisherperson's tract, • one (1) ranch residences lot along with approval to increase the size of the four (4) existing structures, • creation of a twenty-one and one half (21.5) acre lot for affordable housing, • creation of a two (2) acre lot for future cultural uses to be zoned Public (PUB) and Specially Planned Area (SPA), • areas of land to be zoned Conservation (C) and Affordable Housing/PUD (AH/PUD) and Specially Planned Areas (SPA), and • the development of private roads, utilities, and related improvements. WHEREAS, the COWOP process pursuant to provisions within Section 26.500, Development reasonably necessary for the convenience and welfare of the public will continue to apply to the subject property and further amendments or entitlements to the Project that warrant land use action by the City of Aspen will be handled as noted in Section 22 of this ordinance; and, WHEREAS, the Community Development Department received referral comments from the Aspen Consolidated Sanitation District, City Engineering, Building Department, Fire District, Streets Department, the Aspen/Pitkin County Housing Authority, Environmental Health Department, Parks and Recreation Department, and the Water Department; and, WHEREAS, the Community Development Department along with said referral agencies reviewed the components of the final land use application of the Project and recommended approval with conditions; and, WHEREAS, pursuant to Land Use Code Section 26.310, Amendment to the Official Zone District Map, Section 26.445, Final Planned Unit Development, Section 26.470, Growth Management Quota System Exemptions, and Section 26.480, Subdivision, and the related sections associated with the land use actions for this application, City Council may grant approval of the development request after considering a recommendation from the Community Development Director, the COWOP Task Force Team, and after considering public comment at a duly noticed public hearing; and, WHEREAS, the Applicant and City have previously entered into a Pre -annexation Agreement, executed on May 21, 2001 for the Applicant's property known as the Bar/X Ranch; and a First Amendment to Pre -Annexation Agreement dated December 17, 2001; a Second Amendment to Pre -Annexation Agreement executed by the City on February 19, 2003; a Restated and Amended Pre -Annexation Agreement, dated January 16, 2004; and a Fourth Amended and Restated Pre -Annexation Agreement, dated December 6, 2004, (collectively, the "Prior Agreements"); and, Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 2 IIIIIIIQIIIIIIIIIIIIIIIIDAVIS NIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIICOUNTY CO R 96. O Page: 3 of 19 8/9//200005008:42F SILVI WHEREAS, the Aspen City Council has reviewed and considered the application according to the applicable provisions of the Municipal Code as identified herein, has reviewed and considered the recommendation of the Community Development Director, the COWOP Task Force Team, and has taken and considered public comment at a duly noticed public hearing; and, WHEREAS, the City Council finds that the development proposal meets or exceeds all applicable standards of the land use code of the City of Aspen Municipal Code and that the approval of the proposal is consistent with the goals and elements of the Aspen Area Community Plan; and, WHEREAS, the City Council finds that this Ordinance furthers and is necessary for the promotion of public health, safety, and welfare. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO as follows: Pursuant to the procedures and standards set forth in Title 26 of the Aspen Municipal Code, City Council hereby approves the Stage Road Subdivsion/PUD as generally described below and more specifically described in further sections of this ordinance. • twelve (12) free market residential lots, • twelve (12) accessory dwelling units associated with the 12 free market lots, • one (1) Resident Occupied (RO) Ranch Manager's residential lot, • one (1) free market cabin lot F-2, • a fisherperson's tract • approval to increase the size of the four (4) existing structures, on lot F-1 • a twenty-five and one half (21.5) acre lot for affordable housing, • a two (2) acre lot for future cultural uses to be zoned Public (PUB), • rezoning of land areas to Conservation (C), Affordable Housing/PUD (AH/PUD) and Specially Planned Areas (SPA), and • the development of private roads, utilities, and related improvements. Section 1: Subdivision Plat & Final PUD Plans. Within 180 days after final approval by City Council and prior to applying for a Building Permit on any of the structures within the subdivision, the Applicant shall record a Subdivision Plat and a Final PUD Development Plan. The Subdivision/PUD Plat shall comply with the following requirements relating to plat form and content of the City Community Development Engineer and shall include: 1. The final property boundaries, disposition of lands, and utility and surface easements. 2. Reference to the access easement and any trail easements from adjoining property owners. 3. The areas reserved for future underground general utility easements to be granted to the City for the placement of the utilities. Once the exact locations of utilities are known, easements shall be granted to the dimensions/limitations as follows: Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 III II II IIIIII II III IIII II III III 89 g6of 19 SD 08:42F SILVIA DAVIS PITKIN COUNTY CO R 96.00 D 0.00 • -twenty five -feet (25) in width (12.5 feet on either side of the centerline of the utility), y • -thirty feet (30) in width (15 feet on either side of the centerline of the utility) if a water line crosses slopes in excess of 15% or if the depth of bury is more than 10 feet deep, • -areas reserved on the final plat for these easements which are larger than these widths shall be vacated, • -the easement for utilities necessary to serve the free market and affordable housing development shall be shown on the final plat and shall extend through Lot 1 southerly to the Highway 82 right of way; and in the northerly direction, (along Stage Road and to the west of the building envelopes of Lots 10-12) to the north side of Lot 12 all the way to the boundary of the "20 acre parcel", and • -any residential landscaping materials installed within the utility easements are subject to removal and/or damage caused by necessary repair or replacement of utilities by utility providers. Restoration is at the landowner's expense. 4. The location of utility pedestals with access easements for the utility provider. 5. The Applicant shall provide the final approved subdivision line data or survey description data describing the revised street and parcel boundaries to the Geographic Information Systems Department prior to applying for building permits on any of the lots within the subdivision. The final building location data, including any amendments, shall be provided to the GIS Department prior to issuance of a Certificate of Occupancy. The Final PUD Plans shall include the following information as it relates to the plan approved through this ordinance: 1. An illustrative site plan with adequate snow storage areas and/or snow melted areas depicted. Approved project dimensions shall be printed on the final illustrative plan. 2. A landscape plan showing location, amount, and species of landscape improvements with irrigation plan. 3. A utility plan meeting the technical standards of the city engineer and city utility agencies. 4. A grading/drainage plan for infrastructure for the development, but not for residences on the individual lots, including an erosion control plan, prepared by a Colorado licensed civil engineer, which maintains sediment and debris on -site during and after construction. If a ground recharge system is required, a soil percolation report will be required to correctly size the facility. A 5-year storm frequency should be used in designing any drainage improvements. Off -site improvement shall be done in coordination with the City Engineer. 5. The following dimensional requirements of the PUD are approved and shall be printed on the Final Illustrative Plan. In addition the right to construct 40,000 sq. ft. of non-residential agricultural buildings on Lot F 1 is approved and on the final plan a note to this effect shall be included. Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 11111 it 1111111111111111 0513 Pae:89 g68o 19 08 42P SILVIR DAVIS PITKIN COUNTY CO R 96.00 D 0.00 Ammary of lots and allowable square footages of construction Lots Lot Area Residential Units FAR S .Ft. Lot Name S .Ft. Acres Free Market i ADU #1 RO Free ;with Market one withtwo! TDR TDRs ADU #1 RO 20 Acre Parcel 940,367. 21.588 to be determined by City of Aspen to be determined by City of Aspen Fathering Parcel F1 1,526,783 35.050 4 4 #2 ! 15,000 16,500 18,000 4,000 Fathering Parcel F2 729,208i 16.740 1 1,500 Lot 1 107,6933 2.472 1 1 7,500 10,000 1,000 Lot 93,494 2.146 1 1 7,500 10,000 1,000 Lot 258,761; 5.940 1 1 7,500 10,000i 1,000 Lot 413,495 9.493 1 1 7,500 ! 10,000 1 1,000 Lots 420,050 9.643 1 1 7,500 10,000 1,000 Lot 666,8971 15.310 1 1 7,500 10,000 1,000 Lot? 155,641! 3.573 1 1 7,500 10,000 1,000 Lot 141,810 3.256 1 1 7,500 10,000 1,000 Lot 170,863', 3.922 1 1 7,500 10,000 1,000 A 10 213,087' 4.892 1 1 7,500 10,000 1,000 ' Lot 11 240,4991 5.521 1 1 7,500 10,000 1,000 Lot 12 183,4621 4.212 1 1 7,500 10,000 1,000 Ranch Manager's Lot RM 7,774 0.178 1 3,400 #3 Cultural Use Area: Lot C 87,15& 2.001 to be determined in future PUD to be determined in future PUD Fisherpersons Tract 2,928E E 0.067 Total 6,359,971 146.005 17 Average overall units per acre density: 0.15 minimum: acres per unit 6.80 minimum (Calculation does not include 20 Acre Parcel, Cultural Tract.) Notes 12 0.25units per acre maximum 4.08acres per unit maximum Use Area or Fisherpersons #1 Maximum number possible. ADUs may be between 600 and 1,000 sq.ft. #2 One ADU for each residential unit redeveloped over 4,000 sq.ft. " 3 Maximum 3,000 sci t. of residential space plus maximum 400 sq.ft. of office dace. Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 IIIiIII II II IIIIIIiII IIII II II III III6�0 19 8 Page: g08:429 SILVIA DAVIS PITKIN COUNTY CO R 96.00 D 0.00 Dimensional Requirements Minimum Off -Street Parking Spaces Two (2) parking spaces for each single-family residence and ones ace for each ADU. Setbacks for Ranch Manager Lot 15 feet on south, east, west sides, 5 feet on north. Height for Ranch Manager Lot 25 feet, measured to the highest point of the structure Minimum Front Yard Setback Per Approved Building Envelopes on final plat Minimum Side Yard Setback Per Approved Building Envelopes on final plat Minimum Rear Yard Per Approved Building Envelopes on final plat Maximum Height. 30 feet. measured from existing grade to the highest point of the structure Section 2: Subdivision/PUD Agreement. Within 180 days after final approval by City Council and prior to applying for Building Permit on any of the structures within the Subdivision, the Applicant shall record a Subdivision/PUD Agreement binding this property to this development approval. The Agreement shall include the items detailed in Section 26.445.070 and Section 26.480.070, in addition to the following: 1. The ownership and maintenance responsibilities of the common areas of the project. 2. A phasing plan, if applicable, for the construction of roads and infrastructure serving the development. 3. A statement binding the applicant and homeowners association to take over maintenance responsibilities associated with Stage Road at the time an Access/Infrastructure permit is issued for the installation of the subdivision infrastructure and/or road improvements, whichever comes first. 4. A statement binding the applicant and homeowners association to enforce the "no dog" provisions of the homeowner's covenants and restrictions. Section 3: Building Permit/Access Infrastructure Permit Requirements. The building permit applications shall include/depict items 1-10 as. follows: 1. A signed copy of the final ordinance. 2. The conditions of approval shall be printed on the cover page of each building permit set applied for within the development. 3. A tree removal permit as required by the City Parks Department and any approval from the Parks Department Director for off -site replacement or mitigation of any removed trees. Tree removal permit applications shall be accompanied by a detailed landscape plan indicating which trees are to be removed and new plantings proposed on the site. 4. A drainage plan, including an erosion control plan, prepared by a Colorado licensed Civil Engineer, which maintains sediment and debris on -site during and after construction. If a ground recharge system is required, a soil percolation report will be required to correctly size the facility. A 5-year storm frequency should be used in designing any drainage improvements. Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 513:g I III III III II I IIII I II II III II II 19 08g680 03:429 SILVIP DAVIS PITKIN COUNTY CO R 96.00 D 0.00 5. A fire sprinkler system plan showing that all residences are sprinklered with a system that meets with the requirements of the Fire Marshal. r 6. A fugitive dust control plan approved by the Environmental Health Department which addresses watering of disturbed areas including haul roads, perimeter silt fencing, as -needed cleaning of adjacent rights -of -way, speed limits within and accessing the construction sites within the subdivision, and the ability to request additional measures to prevent a nuisance during construction. 7. A construction site management and parking plan meeting the specifications of the City Building Department. 8. Prior to issuance of building permit for each of the residences within the subdivision: The primary contractor on each lot shall submit a letter to the Community Development Director stating that all conditions of approval have been read and understood. All tap fees, impacts fees, and building permit fees shall be paid. If an alternative agreement to delay payment of the Water Tap and/or Parks Impact fee is finalized, those fees shall be payable according to the agreement. 9. Plans that show how the development of individual Lots 7 through 11 are in conformance with the View Lines as shown on Sheet 6 of the PUD plans. 10. An Access/Infrastructure Permit is required for road, utility and infrastructure improvements. Prior to the issuance of an Access/Infrastructure Permit by the Community Development Engineer, the applicant shall submit the required information as shown on the permit application checklist form supplied by Community Development Department and a Construction Management Plan (CMP) acceptable to the Community Development Engineer. No building permit will be issued by the City of Aspen for a certain lot until the roads and infrastructure serving the subject lot are completed. Section 4: Rezoning to Affordable Housin&Planned Unit Development (AH/PUD Public (PUB), Specially Planned Area (SPA) and Conservation (C) The Official Zone District Map of the City of Aspen shall be, upon the recording of the Subdivision plat and Final PUD Plans, amended by the Community Development Director to reflect the zone districts and areas as shown in the application as Stage Road Subdivision Zoning Map, revision date 9/7/04 and 1/24/05 (attached as Exhibit A), to be specifically shown and described on the final PUD plans. The future site -specific development plan for the Cultural Use Area — Lot C, including uses and any restrictions or conditions concerning them, shall be determined and established in a subsequent PUD and SPA review. Section 5: Development Approved. 1. Approved Lots. The development approves a total of eighteen (18) total lots. There are 14 free market lots that include 12 separate lots for single family/ADU development; the Fathering Parcel "Lot F 1" with 4 existing residential units; and the other piece of Fathering Parcel "Lot 172" for one cabin near Maroon Creek. The additional four (4) lots are a Ranch Manager's RO lot for 1 residential unit, a 2 acre cultural use lot, a fisherperson tract and a 21.5 acre parcel for affordable housing development. This affordable housing parcel shall be conveyed by warranty deed by the Applicant to the City of Aspen promptly after the later of (1) the recording of a subdivision plat; or (2) expiration of the Appeal Period defined in Paragraph 20 of the Fourth Amended Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 7 and Restated Pre -Annexation Agreement, dated December 6, 2004. Such conveyance shall be designated for the affordable housing component of this 70/30% AH/PUD development project and will be developed by the City of Aspen. The fisherperson tract shall also be conveyed to the City of Aspen. 2. Free Market Lots - FAR. The allowable floor area of houses, exclusive of accessory buildings, on each of the 12 free market lots (Lots 1-12) shall be 7,500 square feet. The allowable floor area of each house may be increased to 10,000 square feet with the purchase and extinguishment of one Transferable Development Right ("TDR") as such TDR's are established under the Pitkin County Land Use Code, from sending sites located within the upper portion of the Roaring Fork Valley (lands that drain through the Roaring Fork River at Gerbazdale) and said TDR shall allow for 2,500 square feet of additional allowable floor area. Such TDR shall be administered by the Community Development Director to ensure compliance with this section. The floor area shall be measured by using the City floor area regulations for square footage inclusions and exclusions as calculated under the City code provisions in existence on June 1, 2000. Instead of providing a TDR for additional floor area, the owner of the lot seeking additional floor area shall have the right to make a payment in the amount of.$240,000.00 plus an annualized increase in said amount of 3% computed thereon beginning on the first anniversary of the date of recording the Plat. If such fee in lieu is selected by said owner, it shall be made to the City's Housing or Open Space Fund. The choice of which fund is at the sole discretion of the City Council. The 12 Free Market Lots shall be zoned AH/PUD. N 3. Free Market Lots —Building Envelopes Landscaping etc Building envelopes for the m w free market lots shall be those shown on the Composite Plan sheet of the Final PUD Plans. N Insubstantial amendments to the building envelopes will be reviewed and approved pop ° m m administratively by the Community Development Department. Those not qualified for of N CV) administrative handling shall be evaluated pursuant to the City of Aspen Land Use Code I a m standards and reviewed by the City Council. Landscaping associated with houses shall be m limited to within 100 feet of building exteriors. Landscaping, ponds, fences, and ranch, m farming, equestrian and recreational uses and accessory structures associated with equestrian activities shall be allowed outside of building envelopes on all lots. The remainder of the land within specific lots, but outside of building envelopes shall be subject to protective covenants that limit its use to agricultural, equestrian, recreation, or open space uses or otherwise incorporated into ranch use. All lands that are subject to the protective covenants shall be limited to the above uses or shall be required to remain in their natural vegetative state. The term "natural vegetative state" may include the introduction of indigenous plant and tree species as approved by the Community Development Department. Y H N 4. Accessory Dwelling Units. Each of the Free Market residences approved herein shall include an Accessory Dwelling Unit (ADU) with a minimum of 600 square feet and a maximum of 1,000 square feet. Each ADU required to be constructed shall be constructed at the same time as the construction of the Free Market residence to which it is attributable. The ADU's shall be subject to the occupancy requirements and allowances of the City's ADU regulations in effect on June 1, 2000. The square footage of the ADU's shall not be included in the calculation of square footage for the free market units. The ADU's may be either Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 8 attached to the main residence or may be detached. The requirement to build an ADU maybe exempted with the purchase and extinguishment of a Transferable Development Right (TDR) from Pitkin County or by a payment in -lieu thereof in the same manner as for additional floor area for free market units as set forth in Subsection 2 above. (Each purchase and extinguishment of a TDR shall be designated for use as either an exemption of the requirement to build an ADU or to increase FAR.) No ADU is required for the cabin, but the residences on the Fathering Parcel shall have one for each residence if the residence is developed to over 4,000 sq. ft. or exempted by the purchase of a TDR or by a cash in lieu payment as set forth in Subsection 2 above. 5. The Fathering Parcel. The Fathering Parcel generally refers to Lots F1 and F2. Lot F 1 shown on the Composite Plan sheet in the application is currently developed with four (4) residential units and agricultural buildings. Through this ordinance, Lot F is approved to be subdivided into separate parcels: • One lot (Fl) for general residential Ranch Complex uses that can be redeveloped with a total maximum number of four (4) residential units and the floor area expansions as provided for in this ordinance and the allowance of floor area of up to 40,000 square feet for non-residential agricultural buildings. • one lot (F2) for the Cabin Site that can be developed with one cabin and includes conservation land. (The cabin is addressed in Subsection 6, below.), • one lot (RM) for the Ranch Manager's RO residence, and • one lot (C) for the Cultural Use Area. � N S m No further subdivision is allowed of these parcels except for the possible internal subdivision w m of land within the Lot C, Cultural Use Area, with proper amendments approved, and for the m N G possible condominiumization of the residences located on Lot Fl. (r7 v rn r The allowable floor area for the four (4) residences on the Fathering Parcel shall be a total of lil 12 m m 15,000 square feet shared among the residences. The floor area of 15,000 square feet maybe m increased to a total of 18,000 square feet with the purchase and extinguishment of TDR's from Pitkin County. Only two (2) TDRs may be used each allowing 1500 square feet of additional allowable floor area, or at the option of the lot owner, a payment -in -lieu for each TDR (as provided for in Subsection 2 above) in order to increase the allowable sizes of the g houses up to the maximum stated herein. The total FAR may be divided among the four (4) houses at the option of the owner of Lot Fl . Floor areas shall be measured by using the City 'g floor area regulations for square footage inclusions and exclusions as of June 1, 2000. Y Agricultural (non-residential) ranch buildings that exist on property are allowed to increase and/or be replaced to a maximum square footage of 40,000 sq. ft. in the aggregate. Such agricultural buildings are approved and allowed to expand or be replaced to this limit by obtaining a building permit. These buildings shall be measured and used for Agricultural Uses, defined as follows: Agricultural Uses: The use of land and buildings for the production of crops, animals, animal products, and the keeping of livestock including riding stables, arenas, orchards, nurseries, flower production, dairy Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 9 operations, fisheries, animal husbandry services, or similar uses. Agricultural uses shall not receive the general public or support a membership or academic club. Conservation (C) zoning is applied to this parcel with a Specially Planned Area overlay to allow for the continued residential use and expansion in this zone district. SPA Plan approval for Lot F1 is specifically granted hereby for the development allowed and described in the preceding paragraphs. The City acknowledges and agrees that the rights granted hereby for development on the Fathering Parcel are exempt from the City's GMQS due to the extent of the lawful pre- existing development and residential uses on the Bar/X Ranch, which has "grandfathered" legal status under current Pitkin County Zoning and pursuant to the provisions of the AH/PUD Zone. Notwithstanding the above, if any existing residential unit on the Fathering Parcel is replaced with a new unit that exceeds 4,000 square feet in area, then, as described in Subsection 4 above, an ADU shall be either constructed or be exempted by the purchase and extinguishment of a TDR from Pitkin County or by the cash in lieu payment as provided in Subsection 2 above, in the same manner as for other free market units. 6. The Cabin. The Cabin proposed for the Cabin Site of Lot F2 shall have a maximum allowable floor area of 1,500 square feet. The floor area shall be measured by using the City floor area regulations for square footage inclusions and exclusions as of June 1, 2000. The right to build a cabin shall be subject to Applicant being able to satisfy reasonable a requirements for the provision of fire and emergency services; provided, however that due to 0 9 the desire to avoid direct, year round, road access to the cabin, alternative access such as via © o 0 m a stairway or funicular will be permitted and in such case the cabin shall be sprinklered, a fire QD m 0 m hydrant, hoses and other non -vehicular fire fighting equipment shall be placed at or near the 10 cf v mcabin and the Applicant shall execute a waiver and release of claims in favor of the City and LD a m all emergency service providers for any injuries, death, or property damage which may occur m due to the absence of a year round road to the cabin. �o m 7. The Cabin - Additional Restrictions. Stream Margin review is not required at this time because the cabin as shown is located more than 100 feet back from the mean high water line. The site of the cabin shall be subject to Sec. 26.435.040 of the City of Aspen Land g Use Code or any other provisions of said Code related to aesthetics, wildlife migration corridors, trail development, river impacts and other similar matters and where necessary, approved by the Planning and Zoning Commission pursuant to the above referenced section. The Applicant understands that construction of the cabin may cause unreasonable disturbance to wildlife during certain times of the year. The lot containing the cabin shall be burdened with restrictive covenants that (i) if approved by the Fire Marshall, prohibit the construction of a future access road to the cabin site; (ii) limit lighting of the cabin to periods of time when it is occupied; (iii) prohibit dogs on the cabin site at all times; and (iv) limit Nexterior construction to the months of July through September of each year. Following the construction of the cabin, the Applicant shall be responsible for the complete restoration of any construction access roads or utility access easements required during construction. w.- Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 10 8. Ranch Manager's RO Lot. The Ranch Managers (RM) lot is approved as a residential lot, zoned AH/PUD, for a single Resident Occupied Unit. The building envelope is established in the final PUD plan and may have a maximum floor area of 3,400 square feet. The maximum height is restricted to 25 feet and 15-foot setbacks are required on all sides except the north side is set at 5 feet. This lot shall remain the property of the Applicant, except if sold to the Ranch Manager, and shall have the right to connect to (1) the Burlingame Ranch AH project public road system, and (2) adjoining Burlingame Ranch AH project utilities. The Applicant shall have the right to use this lot in a manner allowed by the City of Aspen Municipal Code and the Aspen/Pitkin County Affordable Housing Guidelines, including retaining or disposing of title provided that the lot is occupied by an employee engaged for employment on the Bar/X Ranch. Before the recordation of the final Plat, Applicant shall prepare for the City Attorney's review, a deed restriction consistent with this paragraph to be recorded for this RO unit. Said RO unit shall not be counted towards the proposed number of units of the affordable housing component of the project. The cost of building the RO unit shall be borne entirely by the Applicant or the Ranch Manger, including the cost of any utility lines such as water, electric, cable, etc. taken from a point where these utilities are installed by the City to serve the Burlingame Ranch AH development. 9. Cultural Use Lot. The Cultural Use (C) lot is approved as a separate two (2) acre lot, zoned Public (PUB), and is intended to provide for a cultural/educational multi -use complex under the general uses of the PUB zone district. The lot also is zoned with a Specially Planned Area (SPA) overlay so that land uses shall be specifically established along with a u site -specific development plan. No site -specific development plan for this lot is approved through this ordinance. All of the land uses, design and dimensional requirements shall be o established through a PUD Amendment and a Specially Planned Area approval to the Stage 00 ° ppm Road Subdivision/PUD. Such amendment of the PUD and SPA review shall be handled by ..mm m o the City Council as a continuation of the COWOP designation of the property. The Cultural M Use lot is approved for Agricultural Uses as defined in subsection 5, above, until such time LO n m o as other uses are proposed and approved. There shall be no reliance by the Applicant that m any use other than agricultural uses shall ever be approved by the City Council. rc Section 6: Residential Design Standards The Design Guidelines of the Stage Road Subdivision/PUD shall apply to and guide all residential development, except for the Cultural Use Lot which shall be determined in conjunction with a PUD amendment process. The City of Aspen Residential Design Standards set forth in Land Use Code Section 26.410 shall not apply to this development. Such guidelines shall be recorded with the Final Subdivision/PUD Agreement. Y f Section 7: Maroon Creek Viewplane. " Construction on the free market lots shall not impact the "Maroon Creek Viewplane" as depicted on Sheet 6 of the Final PUD Plan. The purpose of the Maroon Creek Viewplane is to ensure that no rooms, decks, or lighting create an adverse visual impact as viewed " from the floor of the Maroon Creek Canyon and to a height of six (6) feet above such floor in the area below each home site. The General Declaration of Covenants, Conditions and Restrictions to be imposed upon the free market lots shall include a covenant restriction requiring, prior to construction on any such lot, a site specific analysis by a certified surveyor or engineer demonstrating that the proposed construction Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 11 does not impact the Maroon Creek Viewplane as established on Sheet 6 of the Final PUD Plan. The City of Aspen and the owner of Lot 3 of the Harvey Subdivision or the future holder of a conservation easement on Lot 3 if such easement is granted in the future shall be the beneficiary of this covenant. Section 8: Gates and Fencing. No gates are allowed at the entrance to or within the Stage Road Subdivision/PUD. All fencing in or surrounding the free market lots shall be of a design, type and material that is approved by the Colorado Division of Wildlife as consistent with ranch operations and which does not unreasonably impede the movement of wildlife. The following design parameters are approved. • The top wire of the fence will not be barbed and will not exceed 42" above ground level. • The bottom wire of the fence will not be barbed and will not be less than 16" above ground level. • Intermediate wires may be barbed but will not be closer than 8" to the top and bottom wires. • Bar/X Ranch will be allowed a period of 3 years to conform all fences to this design. Although the pre -annexation agreement allows for the installation of different fencing along Stage Road and along the boundary with the Burlingame Ranch AH project, the Applicants shall initially install the same fencing defined above, and shall only alter it if trespassing N becomes a problem. Such change may be approved administratively by the Community m w Development Director m w m © o n m to N m m Section 9: Access, Circulation and Streets. M 10 All roads and driveways must meet the minimum standards, including accommodation of a m turning movements of fire trucks of the Aspen Fire District to allow for emergency access to m all lots. Road widths are approved as proposed in the Bar/X Ranch Engineering Plan, C-4.2; m however, a minimum of two (2) foot wide shoulders are required on Stage Road (which may be road -based sloped shoulders that are meant to structurally stabilize the traveled road •� surface and not to widen the traveled road surface itself.). Special provisions for access to the cabin are explained in Section 5, Subsections 6 and'7. �> The City of Aspen will be responsible for maintaining Stage Road prior to the road omaintenance responsibility being shifted to the Stage Road Homeowner's Association. Stage Road will be vacated in compliance with 43-2-301, et. Seq., C.R.S. and the Applicant shall provide permanent non-exclusive easements to the adjoining properties presently owned by N Connie Harvey and David Belford ("Adjoining Properties"). Upon and after takeover of Stage Road by the Association, the standard and quality of maintenance (including maintaining the Road Oyl surface) shall be that normally enjoyed by the citizens of the City !nnnmd of Aspen for public streets bearing equivalent traffic and shall meet with the approval of the City of Aspen Street Department. The City of Aspen shall act as a liaison for the Adjoining Properties to ensure that the obligations of the Association are promptly and properly performed. If the Association shall fail to perform its obligations with respect to Stage Road, the City of Aspen shall perform those obligations and shall have a cause of action against the Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 12 Association for the cost thereof, costs of collection and reasonable attorney fees. Until such time as the Applicant shall turn control of the Association over to the members/lot owners, the Applicant shall guarantee the Association's obligations for road maintenance. The Stage Road Subdivision Homeowners Association shall bear the cost of all future road maintenance and repair even with any increase in the number of dwellings on the Adjoining Properties from the number that exist on May 21, 2001, without any requirement of reimbursement from the owners thereof or the City of Aspen. The Applicants shall amend the associated covenants, agreements and documents for the PUD such that the owners, at any time, of the Adjoining Properties, their agents, invitees, guests, service personnel and grantees shall have permanent unobstructed access to those properties via Stage Road with no cost to such owners for maintenance, repair or improvement of Stage Road. The owners of the Adjoining Properties shall be direct beneficiaries of those documents as to the rights and benefits thereof conferred upon them with the right to specifically enforce the provisions thereof and such status shall be acknowledged therein. The provisions contained therein relating to the rights and benefits conferred thereby for the benefit of the Adjoining Properties shall not be amended or rescinded without the written consent of the owners of the Adjoining Properties. Section 10: Water Department Standards. The Applicant shall comply with the City of Aspen Water System Standards, with Title 25, and with applicable standards of Municipal Code Title 8 (Water Conservation and Plumbing N Advisory Code) of the Aspen Municipal Code, as required by the City of Aspen Water m Department. The Applicant shall work with the Water Department to establish water line m m locations and necessary easements to allow for efficient and compatible line locations and 00 m m easements in conjunction with the Burlingame Ranch AH development. In the event of any t0 ^ m o inconsistency with said standards and the terms of the Water Service Agreement attached as cT 0 , an exhibit to the Fourth Amended and Restated Pre -Annexation Agreement, dated December a m m 6, 2004, the terms of the Water Service Agreement shall control. m Section 11: Sanitation District Standards The Applicant shall work with the Aspen Consolidated Sanitation District to establish sewer line locations and necessary easements to allow for efficient and compatible line locations and easements in conjunction with the Burlingame Ranch AH development. The Applicant shall comply with the following Aspen Consolidated Sanitation District rules and 0 regulations. U Z 1. Service is contingent upon compliance with the District's rules, regulations, and specifications, which are on file at the District office at the time of construction. N a2. All clear water connections are prohibited, i.e. ground water, (roof, foundation, 5 perimeter, patio drains), including entrances to underground parking garages. N 3. On -site drainage plans require approval by the district, must accommodate ACSD service requirements and comply with ACSD rules, regulations and specifications. 4. On -site sanitary sewer utility plans require approval by ACSD. Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 13 5. Oil and Sand separators are required for public vehicle parking garages. Containment areas will be required for the hydraulic lift facility and generator fuel tanks. 6. Glycol snowmelt and heating systems must have containment provisions and must preclude discharge to the public sanitary sewer system. 7. Plans for interceptors, separators and containment facilities require submittal by the Applicant and approval prior to building permit. 8. When new service lines are required for existing development the old service line must be excavated and abandoned at the main sanitary sewer line according to specific ACSD requirements. 9. Generally one tap is allowed for each building. Shared service line agreements may be required where more than one unit is served by a single service line, as in the case of an ADU. 10. Permanent improvements are prohibited in areas covered by sewer easements or right of ways to the lot line of each development. 11. All ACSD total connection fees must be paid prior to the issuance of a building permit. a 12. Where additional development would produce flows that would exceed the planned o; reserve capacity of the existing system (collection system and or treatment system) an © `o m m additional proportionate fee will be assessed to eliminate the downstream collection CO a N m system or treatment capacity constraint. Additional proportionate fees would be mv m collected over time from all development in the area of concern in order to fund the Lo d m improvements needed. m m m Section 12: Fire Department. Sprinkler and fire alarms are required in all of the buildings. The sprinkler and alarm designer should meet with the Fire Marshall before starting design. Adequate water volume and pressure for the sprinklers will need to be shown. 0 U r Section 13: Trees and Landscaping For landscaped areas that are common in nature or part of the infrastructure of the development, seed mixes and specific landscaping features must be specified on the Landscape Sheet of the Final PUD Plans. These plans must meet with the approval of the N Parks Department. 6 0 The Applicant shall install tree saving construction fences around the drip line of any trees to d be saved such that no excavation, storage of materials, storage of construction equipment, " construction backftll, foot or vehicular traffic shall be allowed within the drip line. The Parks Department must be contacted to inspect this fence before any construction activities commence. Stage Road Subdivislon/PtJD Ordinance No. 6, Series of 2005 14 At the time of building permit application for each lot, the Applicant shall provide detailed landscape plans (including seed mixes), restoration plans, and erosion control plans, that meet with the approval of the Parks Department. Section 14: Transportation Management/PM 10 Mitieation The Applicants shall only utilize a suitable road surface dust suppressant to be used during construction and over time as found acceptable to the Environmental Health and Streets Departments. The Applicant has agreed to provide cash in lieu in an amount comparable to the originally proposed shuttle van. The amount of such payment shall be S20,000 for transportation management strategies to be implemented by the City of Aspen, due at the time of issuance of the Access/hifrastructure Permit. Section 15: Vested Rights. The land use approvals and GMQS allotments received by the Applicant shall vest for a period of twenty-five (25) years or such longer time as may be allowed under any applicable law, regulation or court decision. The vested rights shall last for a period of 25 years after the date the final PUD and subdivision plat is recorded. Such vesting shall apply to all the rights and entitlements set forth in the Fourth Amended and Restated Pre -Annexation Agreement, dated December 6, 2004, or a Final Annexation Agreement if any, between the City of Aspen and Bar/X Ranch, and the final development order for the Stage Road Subdivision/PUD. Section 16: Further Subdivision. The Stage Road Subdivision/PUD, shall be deed restricted in perpetuity against any further subdivision, except that this restriction shall not limit the condominiumization of the m m residences located on Lot Fl upon filing of the required condominium plat, an amendment to co N m the development plan which results in residential density that is equal to or less than the cr)cr) ^ C o density approved through this ordinance for the final development plan, and the possible m r m internal subdivision of land within the Lot C, Cultural Use Area, with proper amendments m� a m m approved. m Section 17: School Land Dedication Fees. School Land Dedication Fees shall be assessed based on one-third the value of the unimproved land within the Stage Road Subdivision/PUD valued as of September 22, 2004, divided by the proposed fourteen (14) new residential lots (12 free market lots, one cabin site (Lot F2) and one Ranch Manger's RO lot) on a per acre basis according to the Land Dedication Standard of Section 26.630.030 of the City of Aspen Land Use Code. The calculation shall not include units within the proposed affordable housing parcel (the 20-acre parcel) commonly referred to as the Burlingame Ranch AH project. The calculation shall not include and fees shall not be required for the four (4) existing residential units on Lot F1 of the Fathering Parcel at this time or at the time of expansion as allowed through this ordinance. Notwithstanding the foregoing, the valuation for the parcel containing the cabin site may be based upon a valuation that takes into account the conservation easement on the land upon which it is located which is a requirement of the subdivision approval of the Stage Road Subdivision/PUD. Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 15 The City of Aspen shall verify the unimproved land value of the lands underlying the Project from information provided by the Applicant and information from the Pitkin County Assessor. The subject subdivision is not conducive to locating a school facility and a cash -in - lieu payment shall be accepted. A schedule specifying the school impact fees shall be included in the Subdivision Improvement Agreement, or a subsequent amendment thereto. The project shall not be subject to amendments to impact fees required by the City of Aspen, including new impact fees or amendment to existing impact fees, during the period of vested rights. Substantial amendments to the project that increase impacts that relate to impact fee categories shall require a new calculation of impact fees. Impact fees commensurate with each residential unit shall be payable upon issuance of a building permit for such residential unit and paid by the applicant for said building permit. Section 18: Park Development Impact Fees Park Development Impact Fees shall be assessed at the time of building permit issuance based on the current code in place at the time. Section 19: Noise. The Applicant shall abide by all noise ordinances. Construction activity is limited to the hours between 7 a.m. and 7 p.m. Monday through Saturday. ry Section 20: Lightin2. 06 All exterior lighting shall meet or be more restrictive than the City of Aspen Lighting Code v a N m pursuant to Land Use Code Section 26.575.150, Outdoor Lighting, as may be amended from ap cc time to time. The provisions regarding lighting contained within the Stage Road Design N v m Guidelines shall be enforced by the homeowner's association. r m. Loa"mm m Section 21: Annexation. m All approvals contained within this ordinance shall be subject to the successful annexation of the subject property into the City of Aspen. All approvals contained herein shall be null and void should annexation not occur. Section 22: Amendment Process for COWOP Project The Stage Road Subdivision/PUD is a COWOP project, and as such, amendments to the _ = PUD Development Order and all approvals associated with the PUD and contained within z this ordinance shall be handled in a manner consistent with the COWOP process, except as otherwise noted in this ordinance and specifically as noted in Section 5, paragraph 7. a Insubstantial amendments to a Stage Road Subdivision/PUD development order may be Sauthorized by the Community Development Director. J Other amendments found by the Community Development Director to not be insubstantial may be approved by the City Council pursuant to Convenience and Welfare of the Public, Section 26.500.050 E. At the discretion of City Council, a COWOP team may be convened to consider the amendment and provide advice to City Council pursuant to 26.500.050 D. Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 16 Section 23• Prior to recordation of the Final PUD Plans, the plans to be recorded shall demonstrate substantial compliance with the representations and drawings made and presented during the project review. Section 24: All material representations and commitments made by the Applicant pursuant to the development proposal approvals as herein awarded, whether in public hearing, in the application or documentation presented before the Community Development Department or the Aspen City Council, are hereby incorporated in such plan development approvals and the same shall be complied with as if fully set forth herein, unless amended by other specific conditions. Section 25• This Ordinance shall not affect any existing litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior ordinances. Section 26: If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. Section 27: The City Clerk is directed, upon the adoption of this ordinance, to record a copy of this ordinance in the office of the Pitkin County Clerk and Recorder. Section 28• A public hearing on the Ordinance shall be held on the 14th day of February, 2005, at 5:00 p.m. in the City Council Chambers, Aspen City Hall, Aspen Colorado, fifteen (15) days prior to which hearing a public notice of the same shall be published in a newspaper of general circulation within the City of Aspen. INTRODUCED, READ AND ORDERED PUBLISHED as provided by law, by the City Council of the City of Aspen on the 24th day of January, 2005. Attest: P Kathryn . Koch, City Clerk Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 17 FINALLY, adopted, passed and approved this 14`h day of February, 2005. Attest: 011 Kathryn S. K , City Clerk Approved as to form: Cityttorney Exhibit A — Zoning Map for the Stage Road Sub/PUD property 51365© I IIIIII IIIII IIIIII IIIIII IIIII IIII IIIIII IIIIIIIIIIII IIII 00 899 19 r) 0.00 842f'. SILVIA DAVIS PITKIN COUNTY MyDocsBarSlashXSubPUD/Feb l40rdinance2l .doc Stage Road Subdivision/PUD Ordinance No. 6, Series of 2005 18 \ I IIIIII IIIIIIIIIII IIIIII IIIII IIII IIIIII III IIIIII III IIIIO 89 960 00 8942C rA 0 O