The URL can be used to link to this page

Home My WebLink About1.0 Application/�•�*lee h �iGo G�%NTTr' iLGYiB�� Ef?i�/G SKETCH PLAN APPLICATION FOR THE ROAN CLIFF VILLAGE SUBDIVISION GARFIELD COUNTY, COLORADO RECEIVED SEP 0 'i Mil ,_GARFIELD COON r NG & PLANNING 1517 Blake Avenue, Ste. 101 Glenwood Springs, CO 81601 phone 970 945-8676 • fax 970 945-2555 HCE JOB NUMBER: 2021056.00 August 30, 2002 Prepared for: Darter, LLC 786 Valley Court Grand Junction, CO 81505 tele: (970) 523-5555 Prepared by: High Country Engineering, Inc. 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 14 Inverness Drive East, Ste. D-136 Englewood, CO 80112 phone 303 925-0544 • fax 303 925-0547 Grand Junction, CO 80501 phone 970 858-0933 • fax 970 858-0275 • • TABLE OF CONTENTS SKETCH PLAN REQUIREMENTS APPLICATION FORM LETTER OF APPLICATION Land Design Partnership TITLE POLICY Land Title Guarantee Company SKETCH PLAN MAP .High Country Engineering, Inc. ZONE MAP High Country Engineering, Inc. • • GARFIELD COUNTY SKETCH PLAN REQUIRMENTS ROAN CLIFF VILLAGE SUBDIVISION The following outlines each element of the subdivision regulations and notes generally where this information can be found in the application. REGULATION REFERENCE SECTION NO. DESCRIPTION 3:32 3:32 A 3:32 B 3:32 C 3:32 D 3:32 E 3:32 F 3:32 G 3:32 H 3:32 I 3:40 3:40 A 3:40 B 3:40 C 3:40 D 3:40 E 3:40 F 3:40 G SKETCH PLAN MAP Name of Subdivision Boundary & Legal Names of Owner, Eng. Etc Date, Scale Topography Lot Areas, Streets, etc. Natural Features Vicinity Map Land Use Summary SUPPLEMENTAL INFORMATION Water Supply Sewage Disposal Soils Impact on Land Potential Radiation Public Right -of -Way Shallow Utilities LOCATION SKETCH PLAN MAP TITLE COMMITTMENT SKETCH PLAN MAP SKETCH PLAN MAP SKETCH PLAN MAP SKETCH PLAN MAP SKETCH PLAN MAP VICINITY MAP SKETCH PLAN MAP APPLICATION LTR. APPLICATION LTR. SCS MAP APPLICATION LTR. APPLICATION LTR. APPLICATION LTR. APPLICATION LTR. • • Sketch Plan XXXX Preliminary Plan Final Plan SUBDIVISION APPLICATION FORM SUBDIVISION NAME: ROAN CLIFF VILLAGE SUBDIVISION OWNER: Darter, LLC ENGINEER/PLANNER/SURVEYOR: Planner - Land Design Part.; Engineer/Surveyor - High Country Eng., Inc LOCATION: Section: 18, T7S R958W, 6th P.M. WATER SOURCE: Central water distribution provided by the Battlement Mesa Community Consolidated Metro District SEWAGE DISPOSAL METHOD: Central treatment provided by the Battlement Mesa Community Consolidated Metro District PUBLIC ACCESS VIA: Battlement Mesa Parkway and Stone Quarry Road EXISTING ZONING: Reception No. 335549; Neighborhood Commercial (NC), Medium Density Residential (MDR), Low Density Residential (LDR) and Public, Semipublic, and Recreation (PSR) EASEMENTS: power line, gas main TOTAL DEVELOPMENT AREA: (1) Residential Number Acres Single Family 44 8.474 Duplex 38 4.792 Multi -family 18 1.594 Mobile Home 0 0 (2) Commercial Floor Area Acres 76,800+ 7.808 (3) Industrial 0 0 (4) Public/Quasi-Public (road right-of-ways) 5.546 (5) Open Space / Common Area (PSR and Open Space Buffer) 9.435 TOTAL: 100 37.649 PARKING SPACES: Residential 364 estimated Commercial 308 estimated Industrial • • LETTER OF APPLICATION • • LAND DESIGN PARTNERSHIP 918 Cooper Avenue, Glenwood Springs, CO 81601 970-945-2246 / Fax 970-945-4066 E-mail: rblist@quixnet.net August 30, 2002 Mark Bean Garfield County Planning Dept. 109 8th Street Glenwood Springs, CO 81601 Re: Sketch Plan Roan Cliff Village Subdivision — Battlement Mesa PUD Dear Mark: Attached herewith is a Sketch Plan and Supplemental Information of the Roan Cliff Village Subdivision located with in the Battlement Mesa PUD in Western Garfield County. The 37.648 -acre parcel is located at the southwest quadrant of the intersection of Battlement Mesa Parkway and Stone Quarry Road. History: This tract of land was not included in the original Battlement Mesa PUD. In 1982 the Garfield County Board of County Commissioners (BOCC) approved a request by the Gun Stock Ranch Partnership to amend the Battlement Mesa PUD to include the subject property within the boundary of the PUD and to divide the property into four different zone districts each of which are described by the Battlement Mesa PUD. These zone districts as listed in Garfield County Board of County Commissioners Resolution No. 82-330 are as follows: 1. Neighborhood Commercial (NC) 2. Medium Density Residential (MDR) 3. Low Density Residential (LDR) 4. Public Space / Residential (PSR) Number 4 appears to be an error in that there is no zone district within the PUD zone regulations with a title "Public Space / Residential". It is clear that the intent was for No. 4 to read "Public, Semipublic, Recreation" which is the proper title for the public spaces district of the Battlement Mesa PUD. The configuration of the listed districts was generally defined by a plan titled "Conceptual Land Use Diagram, Scheme 1" which was included with the Resolution as Exhibit A. The Resolution further called for the presentation to the BOCC of an amended zone district map to more precisely define the zone district boundaries as portrayed by • • Exhibit A. There was no specific time line identified for the presentation of this refined zone districts map. A copy of Resolution (82-330 and Exhibit A as found in the records of the Garfield County Clerk and Recorder are attached herewith. There was no sketch plan submitted with the 1982 PUD amendment. Existing Site Conditions: Battlement Mesa Parkway (BMP), which bounds the entire north side of the property, is a four -lane roadway divided by a center, landscaped median. Along the east side of the property is Stone Quarry Road, also a four -lane roadway but without the center median. The site slopes very gently to the west and is bisected by a sharply defined drainage that begins midway along the easterly boundary (Stone Quarry Road) and runs northwesterly across the property. In recent years, the area south of the gulley has been used for dry land grazing and is dominated by sparse grassland vegetation. The northerly side of the gulley is vegetated with pinion and juniper and is characterized by slopes with gradients up to 25 percent. North of the gulley is an old homestead and dry land pasture. An abandoned, dilapidated residence is the only significant structure on the site. A high voltage power line crosses the northwest corner of the property within a 100 -foot wide easement. A high pressure natural gas transmission line enters the property in the northwest corner crosses and then parallels the south side of the gull to Stone Quarry Road where it turns south and parallels Stone Quarry Road. In some areas the gas line does not lie within the 50 -foot wide easement described in the recorded documents for this gas line. At the Final Plat, a new easement will be dedicated for the gas line consistent with its current location and the existing easement vacated. Soil conditions do not appear to present any challenges for development that might differ from those of the surrounding areas of Battlement Mesa. The SCS soils map and descriptions are included herewith. Based on the experience of the developments to the north and south of the property, radiation is not anticipated to present a hazard to the site. Water, sewer and shallow utilities are all available in near proximity to the property. The property is located within the Battlement Mesa Community Consolidated Metropolitan District and all water and sewer line will be constructed per the District's specifications and dedicated to the District. The Battlement Mesa Metropolitan District will provide water and sewer treatment services. Proposed Development: The Roan Cliff Village Sketch Plan accurately reflects the land use patterns of the Conceptual Land Use Diagram referenced in Resolution 82-330. The refined zone districts map called for by Resolution 82-330 is included with this application. All development within the subdivision will be compliant with the zone regulations of the Battlement Mesa PUD. The zoning pattern is defined by the earlier described gulley 2 • • and by the primary access route which connects to BMP at the north and to Stone Quarry Road on the east. The proposed intersection with BMP is opposite and in alignment with the entry to the apartment complex north of BMP. The northwest corner of the property contains an open space tract consistent with the Public, Semipublic and Recreation Zone District. A neighborhood park is proposed in this area with a children's play equipment feature, open lawn playfields, park furnishings, irrigation and landscaping. The area to the west and under the high voltage power line is proposed to remain undisturbed along with much of the gulley. An asphalt pedestrian trail is proposed along BMP from the park to the intersection of BMP and Stone Quarry Road. Pedestrian crosswalks are proposed on Stone Quarry Road at BMP and at the intersection of Roan Cliff Drive and Stone Quarry Road. These crossings connect the proposed development with the existing pedestrian trail located on the east side of Stone Quarry Road. Sidewalks are proposed along both sides of Roan Cliff Drive to provide an effective pedestrian connection from the northwest to the southeast through the project. Open Space corridors create a buffer space around the west and south sides of the property in accordance with the Conceptual Plan approved in 1982. These corridors will be revegetated in native grasses. Based on their experience with these types of corridors in surrounding areas, Battlement Mesa representatives have indicated that these buffer areas end up becoming a collection point for wind blown brush, tumble weeds and trash, creating an unnecessary wildfire hazard. The Applicant requests the ability to integrate these corridors into the adjacent Tots such that they are owned and maintained by the lot owner but are still preserved as visual open space by easements and increased building setbacks. The gulley up stream from the Roan Cliff Drive crossing is contained in an Open Space Tract that includes the full width of the proposed natural gas pipe line easement creating a 100 to 200 foot wide buffer between the commercial lots and residential lots. Open space buffers are also provided between the Low Density Zone District lots and the Medium Density Zone District lots. The larger of these open space parcels will be landscaped and maintained as a pocket park with a small tot lot and a meandering gravel pedestrian trail. The northeast corner of the project is laid out as commercial lots. It is questionable if there is valid commercial market demand for this much commercial square footage, even with further build -out of the Battlement Mesa Community. It is likely that the Applicant will apply, in the future, for an amendment to the PUD to convert a large portion of the commercial area to residential use. The area directly south of the gulley is mapped as Medium Density Residential. In this area, the Sketch Plan calls for zero setback lots to allow for duplex structures and a larger tract designed for townhome development near the proposed park. The townhome layout shown on the Sketch Plan may see some modification prior to 3 • • Preliminary Plan submittal as specific dwelling unit designs are finalized. There are two typical sizes for each half of the duplex lots, 5,000 square feet and 5,500 square feet. All duplex lots back onto open space parcels. The southerly areas of the proposed development contain lots meeting the criteria for the Low Density Residential Zone District. These lots range in size from 7,700 square feet to 13,400 square feet. AH but nine of the single family lots back onto open space parcels, or will have areas protected by open space easements contained within the lots and thereby increasing the gross lot square footage. Roan Cliff Drive is proposed to have a cross section that provides sidewalks on both sides and on street and parking on one side only in the area adjacent to the park. Individual duplex units are anticipated to have two car garages with two parking spaces in front of the garages. The other local streets will all have one sidewalk and one lane of parking in addition to two traffic lanes. Conditions of Resolution 82-330: Section I of Resolution 82-330 contains five specific conditions, which each involve elements that would be implemented at the time of subdivision. Condition #1 That the property be tied into the pedestrian and bike plan, which ties into the Open Space, and that some provision be made to facilitate safe crossing of Battlement Mesa Parkway. There are no immediately adjacent open space parcels to which development of this site can be oriented. Existing trails are located north of BMP and on the east side of Stone Quarry Road. Two crosswalks will be added to Stone Quarry Road, one at the intersection of BMP and one at the proposed intersection of Roan Cliff Drive. Pedestrian traffic will cross BMP at the existing pedestrian trail crossing of BMP. Condition #2 That the Gun Stock Ranch Development and Architectural Standard is compatible with that of Battlement Mesa and parallel in review structure or agree to submit to review by the Battlement Mesa Design Review Committee. The Roan Cliff Village homeowner's association will have its own architectural review procedure that utilizes architectural guidelines compatible with the design standards utilized in other areas of Battlement Mesa. Conditions #3 That because this parcel is part of the whole PUD, there should be some specific agreement for inclusion of this parcel and to the maintenance and improvements of the PUD Open Space and PSR Zone Districts at the Sketch Plan. The Applicant is meeting with the Battlement Mesa Services Association on September 4th, 2002. It is the intent of the Applicant that the home owners association for Roan 4 • • Cliff Village be adopted as a sub -association within the Battlement Mesa Services Association, which appears to be the standard procedure for other residential developments within the Battlement Mesa PUD. All open space tracts, including the park, will be owned and maintained by the Roan Cliff Village homeowner's association unless either the Battlement Mesa Service Association desires to accept a dedication of the developed park because of its recreation value to residents in other nearby Battlement Mesa communities. Condition #4 The MDR (Medium Density Residential) and NC (Neighborhood Commercial) Districts should be connected across the gulley on the property by a pedestrian bridge. Pedestrians will be able to access the commercial area via sidewalks along both sides of Roan Cliff Drive which crosses the gulley. A pedestrian bridge would serve no practical function. Conditions #5 That the applicant should provide landscaping, berming and buffers along Battlement Parkway and the proposed uses. A 15 -foot wide landscape easement is proposed on the commercial lots adjacent to Battlement Mesa Parkway. Design criteria will be established with the Preliminary Plan for the landscaping and berming of this corridor. Earth forms of up to four feet in height combined with shrubbery and tree plantings will provide a very effective screening of commercial parking areas. Impacts Lakes, Streams and the Natural Environment: There are no live streams on or near the property. The majority of the pinion and juniper vegetation along the north side of the gulley will be preserved by the proposed plan. The roadway crossing of the gulley is located where it will impact very few if any trees. The current site has been over grazed and is in poor natural condition. Development of the site will result in the protection of the pinion/juniper grove and the landscaping associated with the residences and park will offer habitat for small animals and birds. Respectfully Submitted, Ronald B Liston 5 • • TITLE POLICY STEWART TITLE GUARANTY COMPANY Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm -Leach -Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of Stewart Title Guaranty Company. We may collect nonpublic personal information about you from the following sources: -- Information we receive from you, such as on applications or other forms. -- Information about your transactions we secure from our files, or from our affiliates or others. -- Information we receive from a consumer reporting agency. -- Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: -- Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. -- Non-financial companies such as envelope staffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. SCHEDULE A !er Number: 010 01219 1. Effective date: september 19, 2001 at 8:00 A.M. 2. Policy or Policies to be issued: (a) A.L.T.A. Owner's (Extended) Proposed Insured: DARTER LLC AND GRACE HOMES (b) A.L.T.A. Loan Proposed Insured: (c) Leasehold Proposed Insured: Amount of Insurance $ 750, 000.00 $ 3. The estate or interest in the land described or referred to in this Commitment and covered herein is fee simple 4. Title to the fee simple estate or interest in said land is at the effective date hereof vested in: EDWARD J. HOAGLUND AND IDA LEE HOAGLUND 5. The land referred to in this Commitment is described as follows: SEE ATTACHED LEGAL DESCRIPTION Purported Address: 4064 COUNTY ROAD 309 PARACHUTE, CO 81635 STATEMENT OF CHARGES These charges are due and payable before a Policy can be issued. REISSUE RATE WILL BE APPLIED UPON PROOF OF PRIOR TITLE INSURANCE_ Owners Premium Mortgage Premium Tax Certificate Form 100 Form 8.1 Form 110.1 (DEL 1-4 Form 110.1 (Lender) $1,643.00 $ 60.00 $ 20.00 $ 35.00 $ 30.00 0) $ 30.00 $ 30.00 Order Number: 01001219 • • SCHEDULE A LEGAL DESCRIPTION TOWNSHIP 7 SOUTH, RANGE 95 WEST OF THE 6TH P. M. SECTION 18: SEI/4NE1/4 EXCEPT THAT PORTION CONVEYED TO THE BOARD OF COUNTY COMMISSIONERS, GARFIELD COUNTY, COLORADO BY INSTRUMENT RECORDED IN BOOK 561 AT PAGE 675, RECEPTION NO. 310152, WHICH IS ALSO DESCRIBED AS FOLLOWS: COMMENCING AT THE SE CORNER OF SAID NEI/4 THENCE NORTH 1°05'52' EAST ALONG THE EAST LINE OF SAID NEI/4 A DISTANCE OF 1319.83 FEET, TO THE NE CORNER OF THE SAID SE1/4 OF THE NE1/4 OF SECTION 18; THENCE NORTH 8811'4" WEST ALONG THE NORTH LINE OF SAID SE1/4 OF THE NE1/4 A DISTANCE OF 1293.43 FEET, TO A POINT ON A NON -TANGENT CURVE; WHENCE THE CENTER OF SAID CURVE BEARS NORTH 1345'16' EAST THENCE ALONG THE ARC OF SAID CURVE TO THE LEFT RAVING A RADIUS 135.00 FEET AND A CENTRAL ANGLE OF 12°39'24", A DISTANCE 298.21 FEET. TO A POINT OF TANGENT; THENCE SOUTH 88°54'08" EAST ALONG SAID TANGENT, A DISTANCE OF 957.54 FEET TO A POINT 40.00 FEET WEST, AS MEASURED AT RIGHT ANGLES, OF SAID EAST LINE OF NE1/4 OF SECTION 18; THENCE SOUTH 1°5'52" WEST, PARALLEL WITH THE EAST LINE, A DISTANCE OF 1300.12 FEET TO A POINT OF CURVE, THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 460.00 FEET AND A CENTRAL ANGLE OF 0020'31', A DISTANCE OF 2.75 FEET TO A POINT ON THE SOUTH END OF THE NEI/4 OF SECTION 18, THENCE SOUTH 88°23'00" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 40.01 FEET TO THE TRUE POINT OF BEGINNING. AND EXCEPT THAT PORTION OF THE SEI/4NE1/4, SECTION 28, TOWNSHIP 7 SOUTH, RANGE 95 WEST OF THE 6TH P.M. CONVEYED TO THE GARFIELD COUNTY BOARD OF COUNTY COMMISSIONERS BY INSTRUMENT RECORDED IN BOOK 615 AT PAGE 487, AS RECEPTION NO. 335515, WHICH IS ALSO DESCRIBED AS FOLLOWS: BEGINNING AT THE NW CORNER OF SAID SE1/4 OF THE NE1/4 OF SAID SECTION 18, THENCE SOUTH 01°01'32" WEST A DISTANCE OF 40.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88°11'07" EAST A DISTANCE OF 511.07 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF A PROPOSED ROAD; THENCE SOUTH 01°48'53' WEST AND ALONG SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 30.94 FEET; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE ALONG A CURVE TO TRE RIGHT HAVING A CENTRAL ANGLE OF 46°58'00" AND A RADIUS OF 151.27 FEET FOR AN ARC LENGTH DISTANCE OF 124.00 FEET AND WHOSE CHORD BEARS SOUTH 25°17'53" WEST A DISTANCE OF 120.56 FEET; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE ALONG A CURVE TO TEE LEFT HAVING A CENTRAL ANGLE OF 46°58'00" AND A RADIUS OF 201.27 FEET FOR AN ARC LENGTH DISTANCE OF 164.99 FEET AND WHOSE CHORD BEARS SOUTH 25°17'53" WEST A DISTANCE OF 160.41 FEET; THENCE NORTH 50°54'00" WEST AND FOLLOWING THE CENTERLINE OF A GULCH A DISTANCE OF 92.88 FEET; THENCE NORTH 83'05'00" WEST AND CONTINUING ALONG SAID CENTERLINE OF GULCH A Continued on next page • • Continuation of Schedule A - Legal Description Order Number: 01001219 DISTANCE OF 188.00 FEET; THENCE WEST A DISTANCE OF 135.00 FEET MORE OR LESS TO A POINT ON THE WEST LINE OF SAID SE1/4 OF THE NE1/4 OF SAID SECTION 18; THENCE NORTH 01001'32' EAST AND ALONG SAID WEST LINE, A DISTANCE OF 219.96 FEET MORE OR LESS TO THE POINT OF BEGINNING. GARFIELD COUNTY, COLORADO rder Number: 01001219 • • SCHEDULE B Section 1 REQUIREMENTS The following are the requirements to be complied with: Item (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Item (b) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to wit: 1. Execution of Affidavit as to Debts and Liens, which is attached or will be provided at closing. 2. A survey, meeting the minimum detail standards of the ALTA/ACSM, prepared by a registered Colorado surveyor, within the last six months, must be presented to Stewart Title Guaranty Company, for its approval prior to the deletion of any survey exceptions from the ALTA Loan Policy to be issued hereunder or the issuance of Form 100 on the ALTA Loan Policy, or in the event a previous Survey or I.L.C. has been presented to Stewart Title of Glenwood Springs, an Owners Affidavit is to be executed by the owner(s), in lieu of an Improvement Location Certificate and/or Survey. Stewart Title Guaranty reserves the right to take exception to any adverse matters as shown on said survey or make further inquiry or requirements relative thereto. Stewart Title Guaranty further reserves the right to exclude from Form 100 coverage any adverse matters it may deem necessary. 3. A copy of the Operating Agreement for DARTER, LLC, must be delivered to and approved by Stewart Title, or evidence that the LLC was formed after July 1, 1994, if there is not a written Operating Agreement. 4. Certificate of Organization issued by the Secretary of State for DARTER, LLC, a Colorado Limited Liability Company. 5. Certificate of Incorporation or Certificate of Good Standing of GRACE HOMES, a Colorado corporation, issued by the Secretary of State of Colorado must be delivered to and approved by Stewart Title Guaranty Company. 6. Certified copy of Resolutio:i of the Board of Directors for GRACE HOMES or other governing board authorizing the execution of the documents necessary to close the transaction. 7. Deed from vested owner, vesting fee simple title in purchaser(s). 8. Deed of Trust from the Borrower to the Public Trustee for the use of the proposed lender to secure the loan. NOTE: Effective September 1, 1997, CRS 30-1-406 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 inch. The Clerk and Recorder may refuse to record or file any document that does not conform. Jr -der Number: 010 01219 SCHEDULE B Section 2 EXCEPTIONS The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1. Rights or claims of parties in possession, not shown by the public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are 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. S. 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 the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. 6. Unpatented mining claims; reservations or exceptions in patents, or an act mithorizing the issuance thereof; water rights, claims or title to water. 7. Any and all unpaid taxes and assessments and any unredeemed tax sales. 8. The effect of inclusions in any general or specific water conservancy, fire protection, soil conservation or other district or inclusion in any water service or street improvement area. 9. 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, as reserved in United States Patent recorded JANUARY 15, 1918 in Book 71 at Page 612 as Reception No. 60295. 10 Subject to any vested and accrued water rights for mining, agricultural, manufacturing or other purposes and right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded JANUARY 15, 1918 in Book 71 at Page 612 as Reception No. 60295 11. Easement between Elva and Reuben Nordstrom and Public Service Company of Colorado recorded May 25, 1960 in Book 326 at Page 128 as Reception No. 209558. 12. Western Slope Gas Company Right of Way Basements recorded April 25, 1962 in Book 340 at Page 538 as Reception NO. 217350 and recorded May 2, 1963 in Book 349 at Page 58 as Reception No. 221322. 13. Right of Way Easement between Edward J. and Ida Lee Hoaglund and Holy Cross Electric Association, Inc., recorded September 22, 1980 in Book 556 at Page 412 as Reception No. 307680. 14. Terms, agreements, provisions, conditions and obligations of BATTLEMENT MESA WATER AND SANITATION DISTRICT recorded MARCH 23, 1982 in Book 595 at Page 291 Continued on next page 6 CG(�M • • • Continuation of Schedule B - Section 2 Order Number: 01001219 as Reception No. 325891. 15. Terms, agreements, provisions, conditions and obligations of EASEMENT recorded APRIL 12, 1982 in Book 596 at Page 999 as Reception No. 326621 and QUITCLAIM DEED recorded JUNE 22, 1982 in Book 601 at Page 685 as Reception No. 328728. 16. Terms, agreements, provisions, conditions and obligations of NOTICE recorded -cam✓` APRIL 23, 1983 in Book 597 at Page 883 as Reception No. 327009. 17. Terms, 82-327 335546 agreements, provisions, conditions and recorded DECEMBER 29, 1982 yin Book 615 Sv�jc��v s� 18. Terms, agreements, provisions, conditions and 82-330 recorded DECEMBER 29, 1982 in Book 615 335549. obligations of RESOLUTION NO. at Page 880 as Reception No. - z. sic fl -t J -I-3 3 / Y . obligations of RESOLUTION NO. at Page 886 as Reception No. 5 � # G 19. Terms, agreements, provisions, conditions and obligations of DECLARATION OF EASEMENT recorded JUNE 03, 1985 in Book 669 at Page 653 as Reception No. 3 62161 . 20. Terms, agreements, provisions, conditions and obligations of DECLARATION OF EASEMENT recorded JUNE 03, 1985 in Book 669 at Page 665 as Reception No. 362163. 21. Terms, agreements, provisions, conditions and obligations of DECLARATION OF EASEMENT recorded JUNE 03, 1985 in Book 669 at Page 672 as Reception No. 362164. 22. Terms, agreements, provisions, conditions and obligations of AGREBNToc.,i; recorded APRIL 7, 1993 in Book 858 at Page 771 as Reception No. 445974. f14(/ k kn 23. Oil and Gas Lease between G.R. Nordstrom and John E. Dunn recorded February 20, 7 1959, in Book 315 at Page 347 as Reception No. 204423. 24. Assignment of Oil and Gas Mining Lease between John E. Dunn to Wasatch Development Co. recorded September 24, 1959, in Book 320 at Page 277 as Reception No. 206771. 25. Assignment of Oil and Gas Lease between Wasatch Development Co. and Ski Development Corp. recorded October 10, 1966 in Book 379 at Page 333 as Reception No. 236137. 26. Oil and Gas Lease between Edward J. Hoaglund and Ida Lee Hoaglund and Northwest Exploration Company recorded December 9, 1980 in Book 561 at Page 598 as Reception No. 310114. • • DISCLOSURES Pursuant to C.R.S. 10-11-122, notice is hereby given that: (A) THE SUBJECT REAL PROPERTY MAY BE LOCATED IN A SPECIAL TAXING DISTRICT; (B) A CERTIFICATE OF TAXES DUE LISTING EACH TAXING JURISDICTION SHALL BE OBTAINED FROM THE COUNTY TREASURER OR THE COUNTY TREASURER'S AUTHORIZED AGENT; (C) 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. • Note: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII 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 Stewart Title of Glenwood Springs, Inc. 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 Lender's Title 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: A. The land described in Schedule A of this commitment must be a single family residence, which includes a condominium or townhouse unit. B. No labor or materials have been furnished by mechanics or materialmen for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C. The Company must receive an appropriate affidavit indemnifying the Company against =filed mechanic's and materialmen's liens. D. The company must receive payment of the appropriate premium. E. If there has been construction, improvements or major repairs undertaken on the property to be purchased, within six months prior to the Date of the 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. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. NOTHING RERUN CONTAINED WILL BE DEEMED TO OBLIGATE THE COMPANY TO PROVIDE ANY OF THE COVERAGES REFERRED TO HEREIN UNLESS THE ABOVE CONDITIONS ARE FULLY SATISFIED. Order No. 01001219 Disclosures (YSDD) Rev. 10/99 • • SCS INFORMATION • • 1 E ou7ens s vi VICINITY MAP SCALE: 1" = 2000' E 1517 BLAKE AVENUE, 14 INVERNESS DRIVE EAST, a SUITE 101 SUITE D136 En =_v,_ GLENWOOD SPRINGS, CO 81601 ENGLEWOOD, CO 80112 M PH.(970) 945-8876 PH.(303) 925-0554 cn FX(970) 945-2555 FX(303) 925-0547 HIGH COUNTRY ENGINEERING, INC. GRACE HOMES GARFIELD COUNTY, CO PROPOSED SUBDIVISION VICINITY MAP BATTLEMENT MESA SCALE:1' =2000' PRELIM DES. DJW CK: DR. DATE: FILE NO. 2021056.00 SHEET SCS SOILS MAP SCALE: 1" = 2000' N 56: POTTS LOAM (6-12X SLOPES) DEEP, WELL DRAINED, MODERATE PERMEABILITY, HYDROGOLIC GROUP B. 58: POTTS-ILDEFONSO COMPLEX (12-25X SLOPES) DEEP, WELL DRAINED, MODERATE PERMEABILITY, HYDROGOLIC GROUP B. T.) 0 /'?'.• �� HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVENUE, 14 INVERNESS DRIVE EAST, SUITE 101 SUITE D136 CLLENWOOD SPRINGS, CO 81601 ENGLEWOOD, CO 80112 PH.(970) 945-8876 PH.(303) 925-0554 FX(970) 945-2555 FX.(303) 925-0547 GRACE HOMES GARFIELD COUNTY, CO PROPOSED SUBDIVISION SCS SOILS MAP BATTLEMENT MESA SCALE:1' =2000' PRELIM DES. DJW CK: DR. DATE: FILE NO. 2021056.00 SHEET United States ( Department of Agriculture Soil Conservation Service 110 Tn Cooperation with the Colorado Agricultural Experiment Station Soi?Survey of Rifle Area, Colorado Parts of Garfield and Mesa Counties 32 55—Potts loam, 3 to 6 percent slopes. This deep, well drained, moderately sloping soil is on mesas, bench- es, and sides of valleys. Elevation ranges from 5,000 to 7,000 feet. This soil formed in alluvium derived from sandstone, shale, or basalt. The average annual precipi- tation is about 14 inches, the average annual air tem- perature is about 46 degrees F, and the average frost - free period is about 120 days. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown clay loam about 24 inches thick. The substratum is pinkish white loam to a depth of 60 inches. Included with this soil in mapping are small areas of Olney, Kim, and Ildefonso soils that have slopes of 3 to 6 percent. These areas make up 10 to 15 percent of the map unit. Permeability is moderate, and available water capacity is high. Effective rooting depth is 60 inches or more. Surface runoff is slow, and the erosion hazard is moder- ate. This soil is used mainly for irrigated crops and hay and for dryland farming (fig. 10). Alfalfa, small grains, and grass -legume hay are grown. Small areas are used for grazing. These soils are usually irrigated by flooding. Drop structures in irrigation ditches, grassed waterways, and minimum tillage prevent serious erosion. Irrigation water should be carefully managed to avoid piping and erosion. Cover crops or stubble mulching also help to limit ero- sion in dryfarmed areas. The native vegetation on this soil is mainly wheat - grass, needleandthread, and sagebrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. Properly managing grazing maintains and improves range condi- tion. Reducing brush improves the range. Seeding im- proves range in poor condition. Crested wheatgrass, western wheatgrass, and Russian wildrye are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Pheasant, mourning dove, cottontail rabbit, some mule deer, and squirrel find habitat on this soil. Community development and recreation are limited by low strength and the shrink -swell potential. Dwellings and roads can be designed to overcome these limita- tions. Community sewage systems will be needed if the population density increases. This soil is in capability subclasses IIle, irrigated, and IVe, nonirrigated. 56—Potts loam, 6 to 12 percent slopes. This deep, well drained, moderately sloping to rolling soil is on mesas, benches, and sides of valleys. Elevation ranges from 5,000 to 7,000 feet. This soil formed in alluvium derived from sandstone, shale, or basalt. The average annual precipitation is about 14 inches, the average • SOIL SURVEY annual air temperature is about 46 degrees F, and the average frost -free period is about 120 days. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown clay loam about 24 inches thick. The substratum is pinkish white loam to a depth of 60 inches. Included with this soil in mapping are small areas of Kim, Olney, and Ildefonso soils that have slopes of 6 to 12 percent. These areas make up 10 to 15 percent of the map unit. Permeability is moderate, and available water capacity is high. Effective rooting depth is 60 inches or more. Surface runoff is medium, and the erosion hazard is severe. This soil is used mainly for grazing, wildlife habitat, and some dryland farming (fig. 10). Wheat, barley, and oats are grown. Minimum contour tillage and stubble mulching help to prevent excessive erosion. The native vegetation on this soil is mainly wheat - grass, needleandthread, and sagebrush. When range condition deteriorates, forbs and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. Properly managing grazing improves and maintains range condi- tion. Reducing brush improves range. Seeding improves range in poor condition. Crested wheatgrass, western wheatgrass, and Russian wildrye are suitable for seed- ing. Preparing a seedbed and drilling the seed are good practices. Community development and recreation are limited by low strength, shrink -swell potential, and slope. Dwellings and roads can be designed to overcome these limita- tions. Community sewage systems will be needed if the population density increases. This soil is in capability subclass IVe, irrigated and nonirrigated. 57—Potts-Ildefonso complex, 3 to 12 percent slopes. These gently sloping to rolling soils are on mesas and sides of valleys. Elevation ranges from 5,000 to 6,500 feet. The Potts soil formed in alluvium derived from sandstone, shale, or basalt. The Ildefonso soil formed in very strongly calcareous, basaltic alluvium and small amounts of eolian material. The average annual precipitation is about 14 inches, the average annual air temperature is about 46 degrees F, and the average frost -free period is about 120 days. The Potts soil makes up about 60 percent of the map unit, and the Ildefonso soils makes up about 30 percent. The Potts soil is on slightly concave positions, and the Ildefonso soil is on the breaks of steeper slopes. The Potts soil is deep and well drained. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown clay loam about 24 inches thick. The substratum is pinkish white loam that extends to a depth of 60 inches. RIFLE AREA, COLORADO 33 Permeability of the Potts soil is moderate, and availa- ble water capacity is high. Effective rooting depth is 60 inches or more. -Surface runoff is slow, and the erosion hazard is moderate. The Ildefonso soil is deep and well drained. Typically, the surface layer is brown stony loam about 8 inches thick. The underlying material is white, calcareous very stony loam that extends to a depth of 60 inches. Permeability of the Ildefonso soil is moderately rapid, and available water capacity is low. Effective rooting depth is about 60 inches. Surface runoff is slow, and the erosion hazard is moderate. Included with this soil in mapping are small areas of Olney and Kim soils that have slopes of 3 to 12 percent. These areas make up 5 to 15 percent of the map unit. These soils are used mainly for limited grazing and wildlife habitat. The native vegetation on the Potts soil is mainly wheatgrass, needleandthread, and sagebrush. The native vegetation on the Ildefonso soil is mainly pinyon and Utah juniper and an understory of Indian ricegrass, wheatgrass, junegrass, serviceberry, bitterbrush, and sa- gebrush. When the understory vegetation deteriorates, grasses almost disappear and forbs and shrubs increase. Proper- ly managing grazing maintains and improves range con- dition on both soils. Seeding improves range on the Potts soil if it is in poor condition. Crested wheatgrass, western wheatgrass, and Russian wildrye are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Reducing brush on the Potts soil im- proves the range. Properly managing the vegetation on the Ildefonso soil maintains wood production and graz- ing. Selectively thinning pinyon and juniper improves grazing and provides firewood, posts, and Christmas trees. The Ildefonso soil is suited to production of pinyon and Utah juniper. It can produce 9 cords of wood per acre when trees more than 4.5 feet tall reach an average diameter (at one foot) of 5 inches. The low available water capacity affects survival of tree seedlings. Mule deer, wild turkey, chukar, gray squirrel, cottontail rabbit, and some pheasant find habitat on these soils. Community development is limited on the Potts soil by low strength, shrink -swell potential, and slope. Communi- ty development is limited on the Ildefonso soil by steep slopes. This complex is in capability subclass Vle, nonirrigated. 58—Potts-Ildefonso complex, 12 to 25 percent slopes. These strongly sloping to hilly soils are on mesas, alluvial fans, and sides of valleys. Elevation ranges from 5,000 to 6,500 feet. The Potts soil formed in alluvium derived from sandstone, shale, or basalt. The Ildefonso soil formed in very strongly calcareous, basaltic alluvium and small amounts of eolian material. The aver- age annual precipitation is about 14 inches, the average annual air temperature is about 46 degrees F, and the average frost -free period is about 120 days. The Potts soil makes up about 60 percent of this unit, and the Ildefonso soil makes up about 30 percent. The Potts soil is in slightly concave positions, and the Ilde- fonso soil is on the breaks of steeper slopes. The Potts soil is deep and well drained. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown clay loam about 24 inches thick. The substratum is pinkish white loam to a depth of 60 inches. Permeability of the Potts soil is moderate, and availa- ble water capacity is high. Effective rooting depth is 60 inches or more. Surface runoff is medium, and the ero- sion hazard is moderate. The Ildefonso soil is deep and well drained. Typically, the surface layer is brown stony loam about 8 inches thick. The underlying material is white, calcareous very stony loam to a depth of 60 inches. Permeability of the Ildefonso soil is moderately rapid, and available water capacity is low. Effective rooting depth is about 60 inches. Surface runoff is medium, and the erosion hazard is moderate. Included with this soil in mapping are small areas of Morval and Lazear soils. The Morval soils are at the higher elevations. The Lazear soils are shallow and are on ridge crests and steep mountainsides. These areas make up 10 to 18 percent of the map unit. These soils are used mainly for limited grazing and wildlife habitat. The native vegetation on the Potts soil is mainly wheatgrass, needleandthread, and sagebrush. The native vegetation on the Ildefonso soil is mainly pinyon and Utah juniper and an understory of Indian ricegrass, wheatgrass, junegrass, serviceberry, bitterbrush, and sa- gebrush. When the understory vegetation deteriorates, grasses almost disappear and forbs and shrubs increase. Proper- ly managing grazing maintains and improves range con- dition on both soils. Seeding improves range in poor condition in less sloping areas of the Potts soil. Blue - bunch wheatgrass, western wheatgrass, and need- leandthread are suitable for seeding. Preparing the seedbed and drilling the seed are good practices. Con- trolling brush on the Potts soil improves range that is producing more shrubs than are normally found in the potential plant community. Properly managing the under - story vegetation on the Ildefonso soil maintains wood production and grazing. Selectively thinning pinyon and juniper improves grazing and provides firewood, posts, and Christmas trees. The Ildefonso soil is suited to production of pinyon and Utah juniper. It can produce 9 cords of wood per acre when trees more than 4.5 feet tall reach an average diameter (at one foot) of 5 inches. The low available water capacity affects survival of tree seedlings. 34 Mule deer, wild turkey, chukar, gray squirrel, cottontail rabbit, and some pheasant find habitat on these soils. The steep slopes limit community development. Struc- tures are needed to divert runoff to minimize gullying and erosion. This complex is in capability subclass Vle, nonirrigated. 59—Potts-Ildefonso complex, 25 to 45 percent slopes. These hilly to very steep soils are on alluvial fans and sides of valleys. Elevation ranges from 5,000 to 6,500 feet. The Potts soil formed in alluvium derived from sandstone, shale, or basalt. The Ildefonso soil formed in very strongly calcareous, basaltic alluvium and small amounts of eolian material. The average annual precipitation is about 14 inches, the average annual air temperature is about 46 degrees F, and the average frost -free period is about 120 days. The Potts soil makes up about 60 percent of the map unit, and the Ildefonso soil makes up about 30 percent. The Potts soil is in slightly concave positions, and the Ildefonso soil is in the steeper, breaklike areas. The Potts soil is deep and well drained. Typically, the surface layer is brown loam about 4 inches thick. The subsoil is reddish brown clay loam about 24 inches thick. The substratum is pinkish white loam to a depth of 60 inches. Permeability of the Potts soil is moderate, and availa- ble water capacity is high. Effective rooting depth is 60 inches or more. Surface runoff is medium, and the ero- sion hazard is severe. The Ildefonso soil is deep and well drained. Typically, the surface layer is brown stony loam about 8 inches thick. The underlying material is white, very strongly cal- careous very stony loam to a depth of 60 inches. Permeability of the Ildefonso soil is moderately rapid, and available water capacity is low. Effective rooting depth is about 60 inches. Surface runoff is medium to rapid, and the erosion hazard is severe. Included with this soil in mapping are small areas of Morval and Lazear soils. The Morval soils are at the higher elevations. The Lazear soils are shallow and are on ridge crests and steep mountainsides. These areas make up 10 to 18 percent of the map unit. These soils are used mainly for limited grazing and wildlife habitat. The native vegetation on the Potts soil is mainly wheatgrass, needleandthread, and sagebrush. The native vegetation on the Ildefonso soil is mainly pinyon and Utah juniper and an understory of Indian ricegrass, wheatgrass, junegrass, serviceberry, bitterbrush, and sa- gebrush. When the understory vegetation deteriorates, grasses almost disappear and forbs and shrubs increase. Proper- ly managing grazing on the Potts soil maintains and improves the range condition. Properly managing the vegetation on the Ildefonso soil maintains wood produc- tion and ground cover. The value for grazing is low SOIL SURVEY because of steep slopes and the tree canopy. Firewood, posts, and Christmas trees can be harvested from the more gently sloping areas. The Ildefonso soil is suited to production of pinyon and Utah juniper. It can produce 9 cords of wood per acre when trees more than 4.5 feet tall reach an average diameter (at one foot) of 5 inches. The low available water capacity affects survival of tree seedlings. Steep slopes and the severe erosion affect harvesting. Mule deer, wild turkey, chukar, gray squirrel, cottontail rabbit, and some pheasant find habitat on these soils. Community development is limited by very steep slopes. This complex is in capability subclass Vile, nonirrigat- ed. 60—Rhone loam, 5 to 30 percent slopes. This deep, well drained, gently sloping to steep soil is on mountain- sides and ridges. Elevation ranges from 7,600 to 8,600 feet. This soil formed in residuum from sandstone and marlstone. The average annual precipitation is about 20 inches, the average annual air temperature is about 40 degrees F, and the average frost -free period is less than 75 days. Typically, the upper part of the surface layer is brown loam about 8 inches thick, and the lower part is brown sandy clay loam about 20 inches thick. The underlying material is brown extremely channery sandy clay loam about 24 inches thick. Sandstone is at a depth of 52 inches. Included with this soil in mapping are small areas of Parachute and Northwater soils. The moderately deep Parachute soils are on smooth ridge crests and west - and south -facing side slopes. The Northwater soils are on north -facing side slopes. These areas make up about 10 to 15 percent of the map unit. Permeability is moderate, and available water capacity is moderate. Effective rooting depth is 40 to 60 inches. Surface runoff is slow, and the erosion hazard is slight. This soil is used mainly for wildlife habitat and limited grazing. The native vegetation is mainly brome, needlegrass, and sagebrush. There are small areas of dwarfed aspen, but they are of little or no commercial value. When range condition deteriorates, forbs, shrubs, and Kentucky bluegrass increase. Properly managing grazing maintains and improves range condition. Seeding and removing brush improve range on less sioping areas if it is in poor condition. Intermediate wheatgrass, slender wheatgrass, and mountain or smooth brome are suitable for seeding. Preparing the seedbed and drilling the seed are good practices. Elk, mule deer, coyote, grouse, and rabbit find habitat on this soil. Use of this soil for community development or as a source of construction material is limited by steep slopes. RIFLE AREA, COLORADO 01-12 to 30 inches; very pale brown (10YR 7/3) very stony sandy loam, brown (10YR 5/3) moist; weak fine subangular blocky structure; slightly hard, very friable; 45 percent large stones; calcareous; moder- ately alkaline; gradual wavy boundary. C2ca-30 to 60 inches; very pale brown (10YR 8/3) very stony sandy loam, pale brown (10YR 6/3) moist; massive; slightly hard, friable; 45 percent large stones; visible secondary calcium carbonate as fine seams and soft concretions; calcareous; moderately alkaline. Depth to the Cca horizon is 15 to 30 inches. Content of rock fragments ranges from 35 to 55 percent. The rnollic epipedon ranges from 8 to 16 inches in thickness. The A horizon has hue of 10YR or 7.5YR, value of 3 or 4 dry and 2 or 3 moist, and chroma of 2 or 3. The AC horizon has hue of 10YR or 7.5YR, value of 4 or 5 dry and 3 or 4 moist, and chroma of 2 to 4. The C horizon has hue of 10YR or 7.5YR and has more than 15 per- cent calcium carbonate equivalent. Potts series The Potts series consists of deep, well drained soils that formed in alluvium derived from sandstone, shale, or basalt. Potts soils are on moderately sloping mesas, benches, and valley sides. Slopes are 1 to 12 percent. The average annual precipitation is about 14 inches, and the average annual air temperature is about 45 degrees F. Potts soils are similar to Olney soils. Olney soils have ,more than 35 percent fine and coarser sand in the con- trol section. Typical pedon of Potts loam, 3 to 6 percent slopes, 1,300 feet north and 1,300 feet west of the southwest corner of section 3, T. 7 S., R. 92 W.: A1-0 to 4 inches; brown (7.5YR 5/4) loam, dark brown (7.5YR 3/2) moist; weak medium platy structure parting to moderate fine granular; slightly hard, fri- able; mildly alkaline; clear smooth boundary. B1-4 to 11 inches; reddish brown (5YR 5/4) heavy loam, dark reddish brown (5YR 3/4) moist; weak medium prismatic structure parting to moderate fine subangular blocky; hard, firm, slightly sticky and non- plastic; mildly alkaline; clear smooth boundary. B2t-11 to 20 inches; reddish brown (5YR 5/4) light clay loam, reddish brown (5YR 4/3) moist; moderate medium subangular blocky structure parting to mod- erate fine subangular blocky; very hard, firm, slightly sticky and slightly plastic; calcareous; moderately al- kaline; gradual smooth boundary. B3ca-20 to 28 inches; reddish brown (5YR 5/4) light clay loam, reddish brown (5YR 4/4) moist; weak medium subangular blocky structure parting to mod- erate fine subangular blocky; hard, firm, slightly 67 sticky and nonplastic; common fine round lime con- cretions; calcareous; strongly alkaline; clear smooth boundary. Cca-28 to 60 inches; pinkish white (5YR 8/2) loam, light reddish brown (5YR 6/4) moist; massive; hard, firm; visible disseminated calcium carbonate; calcar- eous; strongly alkaline. Depth to calcareous material ranges from 9 to 18 inches. In many places, the lower part of the C horizon has 10 to 15 percent gravel and cobbles. These frag- ments increase in quantity with depth. The A horizon has hue of 7.5YR or 5YR, value of 5 or 6 dry and 3 or 4 moist, and chroma of 2 to 4. The B horizon has hue of 5YR or 2.5YR, value of 5 or 6 dry and 4 or 5 moist, and chroma of 3 to 5. Rhone series The Rhone series consists of deep, well drained soils that formed in residuum from sandstone and marlstone. Rhone soils are on mountainsides and ridges. Slopes are 5 to 70 percent. The average annual precipitation is about 20 inches, and the average annual air temperature is about 40 degrees F. Rhone soils are similar to Silas, Northwater, and Para- chute soils. Silas soils contain 0 to 15 percent rock fragments throughout. Parachute soils have lithic contact at a depth of 20 to 40 inches. Northwater soils have an argillic horizon. Typical pedon of Rhone loam, 5 to 30 percent slopes, about 300 feet south and 200 feet east of the northwest corner of section 13, T. 5 S., R. 96 W.: A11-0 to 8 inches; brown (10YR 4/3) loam, very dark grayish brown (10YR 3/2) moist; weak fine granular structure; soft, very friable, slightly sticky and slightly plastic; many fine and very fine roots; neutral; clear wavy boundary. Al2-8 to 15 inches; brown (7.5YR 5/2) sandy clay loam, dark brown (7.5YR 3/2) moist; moderate medium subangular blocky structure parting to mod- erate fine subangular blocky; slightly hard, friable, slightly sticky and slightly plastic; neutral; clear wavy boundary. A13-15 to 28 inches; brown (7.5YR 5/2) sandy clay loam, dark brown (7.5YR 3/2) moist; moderate medium subangular blocky structure parting to weak fine subangular blocky; slightly hard, friable, slightly sticky and slightly plastic; neutral; clear wavy bound- ary. HC -28 to 52 inches; brown (7.5YR 5/4) very channery sandy clay loam, dark brown (7.5YR 4/2) moist; massive; slightly hard, friable, slightly sticky and slightly plastic; 40 percent channery fragments; neu- tral; abrupt wavy boundary. R-52 inches; fractured sandstone bedrock. • RIFLE AREA, COLORADO • 101 TABLE 6. --RANGELAND PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUNITIES --Continued Soil name and map symbol Range site name ; Total production I , 1 1 ;Kind of year I Dry 1 ;weight Characteristic vegetation Compo- sition 45*: Morval 46, 47 Nihill 49, 50, 51 Olney 52 Parachute 53*: Parachute Rhone 54, 55, 56 Potts - 57*, 58*, 59*: Potts • ;Deep Loam 1 ;Rolling Loam 1 1 1 ;Rolling Loam ;Brushy Loam ;Mountain Loam ;Mountain Loam Rolling Loam Rolling Loam See footnote at end of table. ;Favorable ;Normal ;Unfavorable 1 ;Favorable ;Normal ;Unfavorable Favorable Normal Unfavorable Favorable Normal Unfavorable ;Favorable ;Normal ;Unfavorable 1 Favorable Normal Unfavorable ;Favorable Normal Unfavorable ;Favorable ;Normal ;Unfavorable 1 :Lb acre' 1,800 1,500 700 1,000 800 500 1,000 Western wheatgrass Needleandthread Big sagebrush Bluebunch wheatgrass Utah serviceberry Western wheatgrass Bluebunch wheatgrass Big sagebrush Needleandthread Indian ricegrass ;Low rabbitbrush ;Western wheatgrass 800 ;Bluebunch wheatgrass 500 ;Big sagebrush ;Needleandthread ;Indian ricegrass ;Rabbitbrush 3,000 ;Utah serviceberry 2,000 ;Gambel oak 1,500 ;Elk sedge 1,800 1,500 1,200 ;Mountain brome ;Columbia needlegrass ;Letterman needlegrass ;Idaho fescue ;Mountain snowberry ;Big sagebrush Letterman needlegrass Columbia needlegrass Elk sedge Big sagebrush Idaho fescue Bluebunch wheatgrass Big bluegrass Utah serviceberry Mountain snowberry Douglas rabbitbrush 1,800 ;Letterman needlegrass 1,500 ;Columbia needlegrass 1,200 ;Big sagebrush ;Elk sedge ;Bluebunch wheatgrass ;Idaho fescue ;Big bluegrass ;Utah serviceberry ;Mountain snowberry ;Douglas rabbitbrush 1,000 ;Western wheatgrass 800 ;Needleandthread 500 ;Bluebunch wheatgrass ;Big sagebrush 1,000 800 500 ;Indian ricegrass ;Low rabbitbrush ;Squirreltail ;Western wheatgrass ;Needleandthread ;Bluebunch wheatgrass ;Big sagebrush ;Indian ricegrass Low rabbitbrush Squirreltail Pct 20 15 10 10 5 20 15 15 10 10 5 20 15 15 10 10 5 15 15 10 10 5 5 5 5 5 15 10 10 10 5 5 5 5 5 5 15 10 10 10 5 5 5 5 5 5 25 15 15 10 10 5 5 25 15 10 10 10 5 5 112 TABLE 8. --SANITARY FACILITIES --Continued SOIL SURVEI Soil name and map symbol Septic tank I Sewage lagoon I Trench absorption areas ; sanitary fields ; landfill 54, 55 ;Moderate: Potts I peres slowly. 56 :Moderate: Potts I slope, I percs slowly. 57*: Potts !Moderate: peres slowly. Ildefonso :Severe: : slope, I large stones. 58*: Potts :Severe: I slope. Ildefonso ;Severe: I slope, I large stones. 59*: Potts :Severe: slope. Ildefonso 60 Rhone 61 Rhone 62*: Rock outcrop. Torriorthents. 63 Silas 64 Ta ina 65'. Torrifluvents 66': Torriorthents. Camborthids. Rock outcrop. 67*: Torriorthents. Rock outcrop. Severe: I slope, large stones. ;Severe: ; depth to rock, I slope. Severe: depth to rock, slope. !Severe: I floods. !Severe: I depth to rock, percs slowly, I slope. See footnote at end of table. ;Moderate: slope, seepage. ;Severe: I slope. :Severe: I slope. ;Severe: slope, seepage. ;Severe: I slope. ;Severe: ; slope, : seepage. ;Severe: slope. :Severe: ; slope, I seepage. ;Severe: ; slope. ;Severe: slope. ;Severe: ; floods. ;Severe: I depth to rock, slope. ',Slight :Slight ;Slight Area sanitary landfill Daily cover for landfill Slight Good. Moderate: slope. Slight ;Severe: :Moderate: large stones. I slope. Moderate: :Severe: slope. I slope. ;Severe: : slope, I seepage. :Severe: slope. : :Severe: : slope, seepage. :Severe: rock. I slope. :Severe: : slope. rock. : :Severe: floods. Severe: :Severe: depth to rock, I slope. slope. Severe: ; large stones, I seepage. :Severe: I slope. ;Severe: I slope, ; large stones, ; seepage. ;Severe: ; depth to ;Severe: ; slope, ; depth to ;Severe: I floods. Fair: slope. Good. Poor: large stones. Poor: slope. Poor: slope, large stones. Poor: slope. Poor: slope, large stones. Poor: slope. Poor: slope. ;Good. ;Poor: I slope, ; thin layer, ; area reclaim. 118 TABLE 9. --CONSTRUCTION MATERIALS --Continued Soil name and map symbol Roadfill Sand Gravel Topsoil 54, 55 :Fair: Potts : low strength. 56 :Fair: Potts ; low strength. 57*: ' Potts :Fair: : low strength. Ildefonso :Poor: : large stones. j4-58*: Potts :Fair: slope, : low strength. Ildefonso :Poor: : large stones. 59*: Potts :Poor: slope. Ildefonso :Poor: slope, 1 large stones. 60 :Fair: Rhone : slope, : thin layer, : low strength. 61 :Poor: Rhone : slope. 62*: Rock outcrop. Torriorthents. 63 :Fair: Silas : low strength. 64 :Poor: Tanna ; slope, : low strength, : thin layer. 65*. Torrifluvents 66*: Torriorthents. Camborthids. Rock outcrop. 67*: Torriorthents. Rock outcrop. See footnote at end of table. Unsuited :Unsuited :Fair: : small stones. Unsuited :Unsuited :Fair: , slope, small stones. : Unsuited :Unsuited :Fair: : : small stones. Unsuited :Unsuited :Poor: : large stones. ' ' :Unsuited :Poor: slope. : :Unsuited 1 i :Unsuited 1 :Unsuited :Unsuited ;Unsuited 1 i :Unsuited : :Unsuited :Unsuited i i :Unsuited Poor: slope, large stones. 1 :Unsuited :Poor: slope. :Unsuited :Poor: . ; slope, , : large stones. :Unsuited :Poor: i 1 slope. i ' :Unsuited :Poor: : slope. ' ' ' Unsuited :Good. Unsuited Poor: slope, too clayey. RIFLE AREA, COLORADO • TABLE 10. --WATER MANAGEMENT --Continued 123 Soil name and map symbol Pond reservoir areas Embankments, dikes, and levees Drainage Irrigation I Terraces and I diversions Grassed waterways 1 , 53*: I Parachute ;Depth to rock, ;Thin layer (Depth to rock, ;Slope, ;Depth to rock, ;Slope, depth, ; slope. 1 droughty, ; p ; droughty. ; seepage. . . I rooting depth.; 1 1 I I Rhone ;Slope, ;Thin layer ;Slope, ;Slope, P ;Slope, ;Slope, p ' depth to rock.; rootingde th.1 depth to rock. rootingdepth. 1 1 1 depth to rock.; 1 , 54, 55 ' ' 1 ;Erodes easily --;Erodes easily. ;Seepage ;Piping ;.Slope ;Slope, easily.; 1 Potts I I 1 . Slope, ;Slope, ;Slope, 4- 56 ;Seepage ;Piping ;Slope y,1 erodes ; erodes easily.; erodes easil easily Potts . 1 , ; ; 1 57*: ; I 'ISlope,;Erodes easily --;Erodes easily. Potts ;Seepage {Piping ;Slope 1 erodes easily.; 1 1 I 1 1 11 I Ildefonso ;Seepage, ;Large stones ---;Slope, ;Slope, ;Large stones, ;Slope, I slope. 1 I large stones. ; large stones, 1 slope. ; large stones, 1 1 1 droughty. ; droughty. I . 1 1 11 ; 4-58*, 59*: I Slope, ;Slope, (Slope, Potts ;Seepage 'Piping ,Slope erodes easily.; erodes easily.; erodes easily 1 1 I 1 ;Large stones, ;Slope, Ildefonso :Seepage, ;Large stones ---IIS large stones. Slope, rge stones, I slope. I large stones, 1 ; slope. 1 1 1 droughty. ; ; droughty. , ; . 1 1 1 ;Slope, 60, 61 ;Slope, ;Thin layer ;Slope, ;Slope, ;Slope, I P , Rhone 1 depth to rock.; ; depth to rock.; rooting depth., depth to rock.; rooting depth I 1 I 1 1 1 1 62*: 1 ' 1 1 ' Rock outcrop. 1 1 ' 1 1 1 I I 1 1 I Torriorthents. I 1 1 1 ; 1 Slope;Favorable ;Favorable. 63 ;Slope, ;Piping ;Slope, P 1 floods. floods. , 1 Silas ; seepage. . 1 ; 64 ;Slope, Thin layer Slope, Slope, ;Slope, ;Slope, depth to rock. peres slowly, peres slowly, ; depth to rock,, erodes easil Tanna 1 depth to rock. rooting depth.; percs slowly. rooting dept , 1 1 1 1 ; 1 65*. 1 1 1 1 Torrifluvents ; 1 1 1 , 1 1 1 ' 1 , I 66*: ; I ; Torriorthents. I , 1 I ; ; Camborthids. 1 1 1 1 1 1 1 11 ; 1 1 1 , 1 , I 1 Rock outcrop. ; 1 1 1 1 1 ; I 1 1 67*: 1 11 1 1 1 1 1 Torriorthents. ; 1 1 1 1 1 1 1 1 ; Rock outcrop. ; 1 1 1 68 ;Seepage Piping Favorable ;Favorable ;Erodes easily ;Erodes easil , 1 Vale 1 1 ; 1 69;Slope, Piping Slope ;Slope IlE rodes slope, easily, ISerodes easi Vale ; seepage. 1 1 1 1 1 1 70 , ;SloP e Piping ,Slope ;Slope Slope, ;Slope, 1 1 erodes easily.; erodes eas Vale ; seepage. 1 , i 1 I I 1 1 1 See footnote at end of table. 128 SOIL SURVEY TABLE 11. --RECREATIONAL DEVELOPMENT --Continued Soil name and map symbol Camp areas Picnic areas Playgrounds Paths and trails 44 :Slight Morval 45*: Morval :Moderate: 1 slope. Tridell :Severe: : slope. 46 :Moderate: Nihill I small stones. : 47 :Severe: Nihill : slope. : 48 :Severe: Northwater : slope. : 49, 50 :Moderate: Olney 1 dusty. 51 Moderate: Olney slope, dusty. Slight :Severe: :Slight. : slope. : : : : : :Moderate: :Severe: : slope. : slope. I :Severe: :Severe: : slope. : slope, : large stones. : :Moderate: :Severe: : small stones. : small stones. : : :Severe: :Severe: I slope. 1 slope, : I small stones. 1 I !Severe: !Severe: 1 slope. I slope. : : :Moderate: ;Moderate: I dusty. 1 slope, 1 I dusty. 1 : :Moderate: :Severe: I slope, : slope. I dusty. : , 52 Severe: :Severe::Severe: Severe: Parachute slope. I slope. slope. slope. 1 I : 53*: ! 1 : Parachute :Severe: ;Severe: !Severe: Moderate: 1 slope. : slope. I slope. 1 slope. 1 1 1 Rhone :Moderate: ;Moderate::Severe: :Slight. : slope. 1 slope. 1 slope. : 1 ' : 54, 55 ;Slight :Slight :Moderate: :Slight. Potts ' 1 , I slope. ! 4 I 56 !Moderate: ;Moderate: :Severe: !Slight. Potts : slope. I slope. : slope. 1 1 1 1 1 57*: 1 I Potts :Slight !SlightSevere: :Slight. 1 : : slope. 1 : : : : Ildefonso :Severe: :Severe: (Severe: :Severe: : large stones. : large stones. 1 slope, : large stones. 1 1 I large stones. I I : 534: : I Potts !Severe: ;Severe:!Severe: !Moderate: slope. 1 slope. I slope. I slope. I , Ildefonso Severe: ;Severe: :Severe: :Severe: slope, ! slope, : slope, : large stones. large'stones. : large stones. I large stones. 1 : : 59*: : 1 Potts :Severe: :Severe: (Severe: :Severe: I slope. I slope. 1 slope. 1 slope. 1 1 I : Ildefonso (Severe: :Severe: :Severe: :Severe: : slope, I slope, I slope, : slope, I large stones. I large stones. I large stones. : i ! large stones. : : :Slight. :Moderate: large stones. 1 : :Moderate: I small stones. :Moderate: I slope, : small stones. 1Severe: I slope. ;Moderate: I dusty. ;Moderate: : dusty. See footnote at end of table. 132 • TABLE 12. --WILDLIFE HABITAT POTENTIALS --Continued SOIL SURVEY Soil name and map symbol 40, 41 Kim 42 Lamphier 43 Limon 44 Morval 45*: Morval Tridell . Potential for habitat elements f Potential as habitat for -- :Grain 1 ;Wild : ; 1 ; ; I Open- ; Wood- I ; Range- ; and IGrasseslherba-;Hard- ;Conif-:Shrubs;Wetland1Shallow; land I land ;Wetland; land (seed 1 and I ceous; wood ; erous: ;plants I water ; wild- ; wild- i wild- I wild- Icrops IlegumesIplants;trees ; plants; p . ; areas ; life ; life ; life ; life 1 1 1 1 1 1 1 ;Fair ;Fair !Fair ; --- --- ;Fair :Poor ;Very ;Fair I Very ,Fair. 1 1 ; : ; poor. ; : poor. 1 1 1 I 1 ' ' f 1 1 ! ; 1 ;Poor (Poor ;Good 1 --- --- ;Fair ;Poor :Very ;Fair I !Very ;Fair. 1 1 1 I poor. ; ; poor. ; ! 1 1 ' 1 1 1 1 1 1 ;Poor Poor --- --- ;Fair Fair Poor ,Very :Poor 1 ;Very ;Fair. 1 ; 1 1 : I poor. I 1 I poor. 1 1 1 1 1 1 1 i I : 1 ! 1 ; ;Fair ;Good ! --- --- ;Fair :Poor ,Poor ;Good ;Good 1 1 !Poor ;Fair. 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 ' I 1 1 1 1 1 1 1 1 1 1 1 1 ;Fair Good Good 1 1 --- Fair ;Poor Poor IGood Poor ;Fair. ; 1 1 1 11 1 1 1 1 I I 1 ;Very Very ;Poor ; --- Fair ;Very Very :Poor ; :Very ;Fair. : poor.: poor. ! 1 1 ; poor. poor. I ; 1 poor. 1 ' ' 1 1 1 1 1 --- ;Fair ;Very Very ;Fair ;Very ;Fair. ; poor. ; poor. ; , poor. ; ; 1 I : --- ;Fair ;Very ;Very ;Fair :Very :Fair. I poor. I poor. ; ; poor. ' 1 1 --- Fair ;Very ;Very :Fair !Very ;Fair. ; poor. ' poor. 1 ; poor. I --- Fair Very ;Fair Very;!Fair. I poor. , I poor. ; ; 1 , ;Fair Poor; 46 ;Fair Nihill 1 47 ;Poor Nihill 1 48 ;Poor Northwater 49, 50, 51 ;Poor Olney 52 !Very Parachute ! poor. 53*: Parachute ;Poor Rhone ;Poor 4-54, 55, 56 Potts 57*, 58*: 1 ! Potts ;Poor ;Poor ;Fair 11 1 I II I I , Ildefonso ;Poor ;Poor ;Fair 11 1 I : I 1 1 I f I 59*: : I Potts ;Poor ;Poor ;Fair 11 1 I 1I I Ildefonso 'Very ;Very ;Fair I , poor.; poor. 1 I f 60 Poor ;Poor ;Good Rhone 11 1 1 1 ! 61 Very ;Very ;Good Rhone poor.! poor. ; 62*: ; I. 1 1 Rock outcrop. ; 1 ;Poor I Good ;Fair 1 Fair ;Fair 1 Poor ;Good Fair ;Fair ; Very ;Good poor. 1 Poor :Good ; Poor ;Good Poor Fair ; ! Torriorthents. ; I ; See footnote at end of table. ;Poor ;Very ; poor. ; ;Very I poor. ;Very ; poor. I ;Very poor. ;Very ; poor. ;Very ; poor. ;Very ; poor. ;Very ; poor. ;Very ; poor. ;Very poor. ;Fair ;Fair ;Fair 1 ;Fair ;Fair ;Fair ;Fair 1 1 IFair 1 1 ;Fair Very poor. Very ;Fair poor. Very ;Fair poor. I I ; ;Very ;Poor poor. ; � 1 1 I I 1 (Very ;Poor 1 ; poor. ; ; :Very ;Poor ; poor. : ; :Very : poor. ;Very I poor. Very poor. ;Very ! poor. 1 ; 1 1 Poor I Poor Fair Poor ;Very ; poor. 1 1Very poor. ;Very ; poor. ;Very ; poor. 1 :Very 1 poor. ;Very ; poor. 1 1 !Very I poor. ;Very ; poor. ;Very 1 poor. ;Very ; poor. Fair. IFair. ,Good. :Fair. ;Fair. ;Fair. ;Fair. ;Fair. ;Gcod. ;Good. RIFLE AREA, COLORADO Soil name and map symbol 53*; . Parachute Rhone X54, 55, 56 Potts 57*, 58*, 59*: Potts Ildefonso 6J, 61 r :re 62*: Rock outcrop. Torriorthents. 139 TABLE 13. --ENGINEERING INDEX PROPERTIES --Continued I Classification IFrag- I Percentage passing ; Depth; USDA texture I 1 ;ments 1 sieve number-- ;Liquid Plas- Unified ; AASHTO ; > 3 1 1 , 1 ' limit ticity ;inches; 4 ; 10 ; 40 ; 200 ; index In 1 i 1 ; Pct 1 ; 1 ; i Pct ; ; 1 ; ; 1 ; 1 I i 1 1 1 0-5 ;Loam ICL -ML ;A-4 1 0 190-100190-100165-95 150-75 1 20-30 5-10 5-18ILoam ICL, 1A-4, A-61 0 175-100175-95 170-95 135-75 1 20-35 5-15 1 I CL -ML, 1 1 I I 1 I 1 I i SM -SC, 1 1 1 1 1 1 1 I 1 SC 1 1 1 1 1 1 1 18-29;Very channery ;GM -GC, GM A-1, A-21 5-30 125-40 120-30 115-30 110-20 1 15-25 NP -10 1 loam, very 1 1 1 1 1 1 1 1 channery sandy 1 1 1 1 1 1 1 1 I 1 loam. 1 1 1 1 1 1 1 1 29 ;Unweathered ; , bedrock. ; ; 1 1 1 1 1 1 1 1 ; 1 1 1 1 1 0-8 ;Loam 1CL, CL -ML A-4, A-61 0 190-100180-95 170-90 150-70 1 20-35 5-15 8-281Sandy clay loam,;CL, 1A-4, A-61 0-5 185-100175-95 160-90 135-65 1 20-40 5-20 1 loam. I CL -ML, 1 1 1 1 1 1 1 , 1 1 I SM -SC, 1 I 1 1 1 1 1 SC ; ; 1 1 1 1 1 28-52;Channery sandy ;GM -GC A-2 1 0-10 ;45-60 140-55 ;30-50 115-30 1 20-30 5-10 1 I clay loam, very; 1 1 1 1 1 1 I channery sandy 1 1 1 1 1 1 1 1 I I I clay loam. 1 1 1 1 1 I 52 ;Unweathered 1 1 1 --- 1 --- 1--- 1--- 1--- 1 1 bedrock. 1 1 1 1 1 1 1 1 11 1 I 1 1 1 1 I 1 1 I 0-4 ;Loam 1ML A-4 0 175-100175-100165-90 150-70 ; 25-35 ; NP -5 4-281Clay loam ICL A-6 1 0 175-100175-100170-100 55-80 1 25-35 1 10-15 28-60;Loam IML A-4 1 0 175-100175-100165-90 50-70 1 25-35 1 NP -5 '1 1 , 1 1 1 1 1 ; • 1 1 1 1 1 1 1 1 1 0-4 ;Loam 1ML A-4 1 0 175-100175-100165-90 150-70 1 25-35 NP -5 1 4-281Clay loam ;CL A-6 1 0 175-100175-100;70-100155-80 1 25-35 10-15 128-601Loam IML A-4 1 0 ;75-100175-100;65-90 150-70 1 25-35 NP -5 11 - 1 1 1 1 I 1 0-8 ;Stony loam ISM, GM A-1, A-21 5-25 150-75 140-60 30-45 120-35 20-25 NP -5 8-601Very stony loam,ISM, GM A-1, A-2120-70 40-75 135-60 25-50 110-30 20-25 NP -5 I very gravelly 1 1 1 1 1 sandy loam. 1 1 1 1 1 ; ; 1 1 1 0-8 ;Loam ICL, CL -ML A-4, A-51 0 190-100180-95 170-90 150-70 1 20-35 8-281Sandy clay loam,;CL, A-4, A-61 0-5 185-100175-95 160-90 ;35-65 1 20-40 I loam. 1 CL -ML, 1 1 1 1 1 I SM -SC, 1 1 1 1 1 1 I 1 SC 1 1 1 1 1 1 ;28-521Channery sandy GM -GC A-2 1 0-10 145-60 140-55 130-50 115-30 1 20-30 5-10 I clay loam, very 1 ; , I channery sandy 1 1 1 I clay loam. 1 1 1 1 52 ;Unweathered 1 1--- 1 --- 1--- 1--- I-- 1 bedrock. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 ; 1 1 1 I I 1 1 1 1 1 1 I 11 ; 1 1 A-4 1 0-10 190-100;80-100175-95 155-80 1 20-25 NP -5 11 I 1 1 1 I 1 1 1 1 1 1 1 A-6, A-7' 0-5 190-100190-100190-100185-95 1 35-45 15-20 A-6, A-7 0-5 190-100190-100180-95 175-90 35-45 15-25 1 1 I 1 1 I A-2 0-10 140-100130-95 125-80 120-70 25-30 5-10 I 1 I 1 1 1 , 1 1 1 1 1 1 1 1 1 1 1 11 1 ; 1 1 1 1 ; 1 I 1 1 5-15 5-20 1 1 I 63 0-60;Loam 1ML 1 1 1 1 64 0-9 ;Silty clay loam ICL Tanna 9-241Clay loam, clay,;CL I silty clay loam; 24-30;Very channery ;GM -GC, 1 loam, channery 1 CL -ML 1 clay loam, 1 1 1 loam. 1 30 ;Unweathered 1 1 bedrock. 1 Silas See footnote at end of table. 144 • TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS --Continued SOIL SURVEl. Soil name and ;Depth:Clay <2mm1 map symbol 1 1 1 , , 1 In 1 Pct ! 1 53*: ! 1 Rhone 1 0-8 1 20-27 1 8-281 20-30 :28-521 20-30 1 52 1 --- 1 1 54, 55, 56 1 0-4 1 15-25 Potts 1 4-281 20-35 128-601 15-25 4.57*, 58*, 59*: 1 Potts 1 0-4 1 15-25 1 4-281 20-35 128-601 15-25 1 Ildefonso 1 0-8 ; 15-25 1 8-601 15-25 1 60, 61 1 0-8 1 20-27 Rhone 1 8-281 20-30 128-521 20-30 1 52 1 --- : 62*: 1 Rock outcrop. 1 1 Torriorthents. 1 1 63 1 0-60 15-27 Silas 1 1 b4 1 0-9 27-35 1 Tanna 1 9-24 35-45 1 124-30, 15-30 1 1 30 --- 1 : 1 Erosion 1 Permeability ;Available; Soil ;Salinity; Shrink -swell 1 factors ;Organic 1 water :reaction; 1 ' potential 1----7----1 matter ;capacity 1 1 ; K ; T In/hr 1 In/in 1 PH 'mmhos/cm, 1 Pct 1 1 0.6-2.0 10.19-0.2116.6-7.8 1 <2 1Low 0.241 3 3-6 1 0.6-2.0 10.15-0.1716.6-7.8 1 <2 ;Moderate 0.24; . 1 0.6-2.0 10.08-0.1016.6-7.8 1 <2 1Low 0.151 1 --- 1 1 1 1 1 1 0.6-2.0 1 <2 ;Low 10.371 5 1-2 1 0.6-2.0 1 <2 ;Moderate 10.431 , 0.6-2.0 1 <2 ;Low 10.551 `1 1 1 1 ; 1 1 1 1 1 00.6-2.0 1 1 <2 ;Low 10.371 5 1-2 0.6-2.0 1 1 <2 ;Moderate 10.431 1 0.6-2.0 1 1 <2 ;Low 10.551 1 1 1 1 1 1 2.0-6.0 , 1 <2 ;Low 10.151 3 0.5-1 1 2.0-6.0 1 1 <4 ;Low 10.151 1 ' 1 1 1 -1 1 1 : 0.6-2.0 0.6-2.0 1 <2 :Moderate 1 <2 :Low ;0.241 3 ; 3-6 ' 1 0.6-2.0 <2 ;Low 10.151 1 , 1 --- 1 1 1 1 : i : 10.16-0.1816.6-7.8 110.19-0.2116.6-8.4 10.16-0.1817.9-9.0 0.16-0.1816.6-7.8 0.19-0.2115.6-8.4 0.16-0.1817.9-9.0 1 0.08-0.1017.4-8.4 0.06-0.0817.9-8.4 0.19-0.2116.6-7.8 0.15-0.17 -017 66 -7.8 , ;0.08-0.10 5.6-7.8 1 1 , 1 1 1 1 1 65*. Torrifluvents 66*: Torriorthents. Camborthids. Rock outcrop. 67*: Torriorthents. Rock outcrop. 68, 69, 70 Vale 71*: Villa Grove Zoltay 72 Wann 0-11 11-26 26-60 1 0-4 1 4-15 115-60 1 0-19 119-60 1 1 0-17 117-60 20-27 25-35 15-30 15-27 20-35 15-25 20-27 35-45 10-18 10-18 1 , , 1 1 , 1 1 0.6-2.0 1 0.6-2.0 0.6-2.0 0.2-0.6 1 2.0-6.0 1 0.2-2.0 1 1 0.6-2.0 1 0.06-0.2 1 1 2.0-6.0 1 2.0-6.0 0.6-2.0 0.06-0.2 0.06-0.2 0.06-0.2 1 , , 1 , , , 10.14-0.1615.6-7.8 , 1 1 1 :0.14-0.2015.6-7.8 10.12-0.1817.4-9.0 10.07-0.1217.4-9.0 , , , , , , 1 , , , , , 1 , , 1 1 1 1 10.19-0.2216.1-7.8 1 10.17-0.2216.5-8.4 1 10.13-0.2017.4-9.0 1 1 1 ' , 1 1 1 10.16-0.1817.4-8.4 1 10.10-0.14;7.4-8.4 1 10.14-0.1617.9-8.4 1 1 1 ' 10.17-0.1916.6-7.8 1 10.13-0.1516.6-7.8 1 ! ' , 10.16-0.1811 6.6-8.4 1 10.15-0.1717.9-8.4 1 1 1 , 111 <2 ;Low <2 <4 <4 :Moderate ;Moderate ;Moderate , 1 1 , 1 1 0.241 5 1 3-5 0.371 2 : 20-40 0.431 1 0.241 1 , 1 1 i <2 ;Moderate 10.321 5 1 2-4 <2 ;Moderate 10.431 1 <2 :Low 10.431 1 1 1 1 1 2-8 !Moderate 10.241 5 1 2-4 <8 ;Low 10.201 1 <8 :Moderate 10.321 1 1 1 '1 ' 1 <2 ;Moderate 10.281 5 1 2-4 <2 ;High :0.241 <2 ;Low 10.201 5 1 3-6 <2 ;Low 10.20111 1 , , , * See description of the map unit for composition and behavior characteristics of the map unit. '1' /bl •squaygaotaaol A N 0 * 0 •• 0 O 0 osuoJapTI 01 01 01 .0 'V W "0 N 0 0 N * DI "'- 1 .. -i 7 CO Cu ID 01 0 0 ..< O 3 3 O 0 Cl- rt U-1 ID CD L .0 L 3L r 00 C -N 0r• co '1 3 S < 0 •O D) 7 3 1--, 4— ro -I L T O r.- 3 o w o 0 o c) o o 0 0 o m Co Co co 0 O ID 0 3 ID O ID U1 v •.0 CD • Z__Z_______ Z Z Z Z Z Z Z Z Z Z Z O 0 0 0 O O 0 0 0 0 0 7 3 7 7 7 7 7 7 7 7 ID ID ID ID ID ID ID ID ID ID co O 0 0 CD 7 7 ID ID ID -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- — -- -- -- -- -- -- -- -- -- -- -- — -- -- 1 1 1 1 1 1 1I 1 1 1 1 1 1 1 1 1 1 1 1 I 01 0 O r• 0 r Ia 7 •G D1 01 01 0 ID 0 N 0 a — -- s - •-1 I- 0 0 0- C 00 -1 000-1 r• 0 0 I "*1 .0 O ID 7 O 0< v V V V v V v v v V V cr v V V 0 v o• rn rn rn rn rn � rn rn rn rn rn c* O 0 0 0 O O O 0 O C O 0 O O O O o L N N L V V ✓ O`,/ O V V V 0 0 O V • 1 0' O, 0 O O O� O 1 0 I 1 O" O O O O 7 O� 0 0 O O0 L L 0 O O O O O 0 0, 9 0, 2 r ".. r r D) •cv '0 a z '0 1 1 .O •0 a cu 1 0 D1 N a 4 1 cT Q Q I✓ 1..1 1--' 1-c rD ID CD rD uotleana ssaupaeH "r) ✓ 0 0 0. "a r• 7 CP oa I- IT1 2 s DI ID I7 N r ID '1 O ------------------------------------------------- ______ 7 3 3- 3 3 3 3 3 r 3 3 3 3 3-0 O O O O O O O 0 O 0 0 0 0 O G E Q. a a a a Z a E a N 0 a £ £ E a a cocoO m ID ID co O "7 c* co I1 ID -1 "1 c* "1 ID rD ,1 .S Z '1 -1 -1 '1 DI r• O 7 cDI c DI c co D1 c to CO* c* 0 co c* C* CD C* ID CD CD CD CD C* ID ID 7 C* 1-1- 1 1 I1 r1 I1 II I4D 1 1 as I (I (I (D 1 1 1 1 4 1 1 r I I 1 1 i 1 11 1 I I 1 1 33 2 X 3 3 3 3 3 2 2 3 3 2 2_ 2 2 0 r r r• r = O r• r r• 0 0 0 0 0pq In 0 r r 0 a ac oa 0 ID ID ID ID I1 0. 0. ID 0. 0. Do OIi 0. ID C(7c Oa OC ,S c* 0 N 3 0"3 4 -1 -1 I I 4S 01 1 1 1 '1 •1 co R •1 4 I as so rD 1 1 as d I 4 4 4 ID c* D1 1 D) co c co co 4 4 c* c* 4 4 1 I r ID C* 4 4 I C* C* ID C* C*4a N 1 4 1 N fD N CD ID I 4 A N 4 4 1 1 ----------r ----------____ -- O • 0 0 0 0 0 0 0 0 0 0 0 0 00• 0E E 0• 0 E £ a 0. E E E E E Z E E E ID ID rD ID • • • ID -1 -1 '1 co D1 D] DI c -,'c* c* c* ID ID m m uotsoaaoo JO )1st oad1:1o1oo 'd3EId aHia • .1 SKETCH PLAN MAPS • • ZONE MAP ]:\SDSKPRO.1\202\1056\dwg\SKETCH.dwg, 10/15/2002 12:29:06 PM, djw N v a ND Or fou 1Dr ° O rO 5O Z omiAr rrr ODr OD a z z o 2 O� m 2 \ 2o' - Z\ o' 'A mTm i o N A mmU) ! T] mV z Nm\ Ao !1' DOO 1 A7 7 0fii',1,z7,?, A 1D -,'V r ,-2- < iWi p D m'.OJrny -O1OOzDm 0Z 0 gm0r(n- oP OJ7 0 = z 2 Z« 4q! v DN Oa�'I Or AD VW \D y 4: i Am rzlTnmz uCm<r JZ mLT< ozn -o AN -O TaZr Z O - z m0 OO m D D 8W O X0 ,, O -T O n 8p =- m NA m o Z pn D C ii =JIIO N mDN Zv N , II II A EXISTING ZONING: PLANNED UNIT DEVELOPMENT AeolWns 3sn GNV1 2407-083-00-152 A 8o tlemeni, Meso Ti�eo(ty Portners, m 1 1r7 P.O. Box 6000 ,Bottler* t Mee4 CO 816 -60,00'• }� o ,e, 55 0 ,rkS£;££0VS; n R ,£ti'tiZ£L 11 18 33VdS d 61.3 it / CLIFF VIEW. CIRCLE 131:1 y, 71.41' 70.00 \ '9S7L 000E r 900 1 .00.;L 90-00' y�l tZ_ \,4Z1 C9. tillS.I'aNt MTA,d I N w L1J 0) 174.4. f 1539 Do 0 0 r_ Ti 'I r 0 ni 4001 90-39f _dam a O1S—__ -00(0 SC918 60'0104.wod 801 006 '0'd 1°14s10 8,0101.90 <011014 P.1.0 100-90-ZL1-L04Z Viii' -r; >,i� ;210 E. --- '0 c ''_/3' Z v t GES,G,NeuRC.gE ,,,EriFEGGGaG:: 8888888888888888888 UNE TABLE UNE I BEARING LENGTH L1 50013'15'W 37.98 gee§§§§ §E9T yy8 8men'ro r8e £mmmmmr}T.mmmr(Em,.iF sWmgrs�1 EFF FmmmE 8a zgE..C:88yr888S 8 t LgGN11u'0" C.3 gxYugm8=6, tr 10 -o o m 01 8 0 DARTER, LLC BATTLEMENT MESA, COLORADO ROAN CUFF VILLAc3E SKETCH PLAN MAP '0009-989 l9 00 '0049 1400401309 0009 009 '0'd sJau)md 0008 1U0U0111o8 300-00-U1-L04Z HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVENUE, STE.101 14 INVERNESS DRIVE EAST, 815 0436 OLENW'OOD SPRINGS, 00 81901 ENGLEWOOD, CO 90112 PH.(970) 945-8676 PH.(3031 925-0554 FX(970) 945-2555 F)C(303) 925-0547 DES. DJW DR. CK. DJW DRC DATE 8/30/02 FILE: SKETCH NO. DATE REVISION BY 10/8/02 BOUNDARY UPDATED FOR GARCO PARCEL AND NORTH R.O.W. DJW 8888888888888888888 yy8 8u8x:O.i 4g.6" ug6Ndi.ii!r0 sWmgrs�1 J e0 ,T,0.S.m 8 t LgGN11u'0" ,gGP"SN gxYugm8=6, BLE TANGENT CHORD BEARING I CHORD 52.13 11 X49'44' E 100.88 'iSu IS 7873'55' E S 649114%_L_ koug mm 5 14'33'21' W 5 44'25'54' W W6'39' —t.:1 :i 4 W 7678'34' E ue ssgHOgi'. oe461 ,mmmggv=� HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVENUE, STE.101 14 INVERNESS DRIVE EAST, 815 0436 OLENW'OOD SPRINGS, 00 81901 ENGLEWOOD, CO 90112 PH.(970) 945-8676 PH.(3031 925-0554 FX(970) 945-2555 F)C(303) 925-0547 DES. DJW DR. CK. DJW DRC DATE 8/30/02 FILE: SKETCH NO. DATE REVISION BY 10/8/02 BOUNDARY UPDATED FOR GARCO PARCEL AND NORTH R.O.W. DJW al :. n •• ..__. =Ns van /I111 it� NamommiolmillillIMILMIIIIIIMIIIM PSR RFIELD COUNTY) 444, ... L!p PSR �. I , 0 I II III III 11 111 1 PSR �' yam • IIM SI 4* 40 atip • • 40p MIII11 ., R1101,_ PSR■11 = 11 .. ,,,,, In imm II . . Lopimaspi_iir....v. I D ' .. • 31 1110•1111111111111111111111•1:111M;I:;111111MEMIN= -so Mg. \Pall \ 1 ----------'N-- 1 .I c� / - HIGH COUNTRY ENGINEERING, INC. DARTER, LLC BLAKE AVENUE, NS NDRIVE EAST, GARFIELD COUNTY, CO SCALE:1'=200' DWGE CONCEPT -2 101 SUITE D136 ^ pLENWOOD SPRINGS, CO 81801 ENCLEW000, CO 80112 BATTLES MESA SUB. DES. DJW CK: FILE NO. SHEET SHEET PH(970) 945-8878 P1-1(303) 925-0554 FX(970) 945-2555 FX.(303) 925-0547 CONCEPT PLAN DR. DJW DATE 11/13/02 2021056.00 NOV. 12. 2002 12: 13PM LOYAL E. LEAVENWORTH SANDER N. KARP DAVID C. HALLFORD DAVID H. McCONAUGHY SUSAN W. LAATSCH JAMES S. NEU JULIE C. BBRRQUIBT NICOLE D. OARRIMONB ANNA S. ITENBBR.O MICHAEL J. SAWYER TERESA L. HOCK JOSLYN V. WOOD* *Of Counsel LEAVENWORTH & KARP • LEAVENWORTH & KARP, P.C. ATTORNEYS AT LAW 1011 ORAND AVENUE p. O. DRAWER 2030 OLETWOOD SPRIN0B, COLORADO 81602 Telephone: (970) 945-2261 Facsimile: (970) 945-7336 Iela1klawwlmsconi RECEIVED NOV 1.2 2002 GARFIELD COUNTY BUILDING & PLANNING • NO. 345 P. 1 • DENVER OFFICE:* WAZEE EXCHANOB BUILD/NO 1900 WAZEE STREET, STE. 203 DENVER, COLORADO 80202 Tcleplxone: (303) 825.3995 Facsimile: (303) 825-3997 FACSIMILE TRANSMITTAL SHEET To: -Tc�n'1QrA. Company: &Q ejd, CO. Piett n i Phone: Fax: 3g4,_ 34.-70 From: Lee ka ven too/en/- Number oo2T LNumber of pages to be transmitted: (including cover page) Document Description: REMARKS: *(Please dhw.ct all correspondence to our Glenwood Springs Office) Date: / 1//d•/Oen NOTE: If you encounter any difficulty in receiving the total number of pages indicated above, PLEASE CALL (970) 945-2261 - S SOON AS PO IBLE. ORIGINAL SENT BY U.S. MAIL ORIGINAL NOT SENT THIS FACSIMILE TRANSMISSION IS STRICTLY CONFIDENTIAL AND IS INTENDED ONLY FOR THE INDIVIDUAL OR ENTITY NAMED ABOVE. IF YOU HAVE RECEIVED THIS FACSIMILE TRANSMISSION IN ERROR, PLEASE NOTIFY THIS OFFICE IMMEDIATELY AND RETURN THE TRANSMISSION TO US AT THE ABOVE ADDRESS. THANK YOU. I:\M. cro Rolf I.wpd NOV, 12. 2002' 12 l3PM'' :LEAVENWORTH $ KARP >` • ,NO. 345 _eeNed e+ _Z1.1 elo 4.d.» CSC 28 /88:emqR ' of WARRANTY DEED GUNSTOCK NANCR .MOZflT VliWTYRE, whose ' addrssa is (trans Jvfctic'r . Mesa County, Colorado. for the consideration of ?en'bollars and other good and valuable consideration, hereby sells and conveys to CiARr_E1d► COUNT? BOARD OF COMM c0►uTSSZOl , 'Ante legal address is i;lenwoed Springs, Garfield County,,. Colorado, the renewing ra.e1 property in the County of taarfield, and State of Catorado. to wit: All that real property described on the attached Exhibit A which ie incorporated herein by reference, with all its appurtenances, and warrants the title to the *ease, subject to 1982 taxes, due and payable in 1983 (which taxes, through the date of this Dee9,G3rantor agrees to pay); and subject to easements, rights of way, reservations and restrictions of record. Signed this ;,th day of December, 1982_ GUNSTOM -.' CE O2NT, VERTU By: Sy; By: Aye STATE OF COLORADO) . ss: COriNTY oP' MESA ) E. ard' •- Joint Venture eL. Vaughan Joint Venturer Mark W. Brown Joir.+ Ventur C. R. Brawn Joint Venturer c The foregoing Was acknowledged before fie thio 70 day of December, 1982. by Mark. W. Brown and C.R. Brawn, as Joint Ventaxerp. elf Gunstock Ranch Joint Venture. WITNESS my hand and official seas.. My Commission dxpires: 6-28-86 � t E'•.,,,,,.,,,a My address is! P. 0. Box 218, Mesa, CO 81 43 r, � y!1�ThIQa. _ �-� Notary.Public �.� i_ a ., :.. 0* cm. ,,e, ...3r .� NOV. 12. 2002'' 12:14PN1"`""'-LEAVENWORTH & NO. 345. ' 8.11011 OF COLO fli ) . emu or 3:6r�CL�'wI�t: . The foregoing 004 :ncknGNeiefileA before es this $ daY ..,,_..', of bocember, 4982, by Rdward d. t4c1aglunui ae Joint Venturer of np!4tc+frsgye a•..:wrmhandandofficial at. m•••••;,./r My Comntir,ien ex'.}►i-reAs ", ..,/- s • �Y 's, , Mn address' ler , /' Pii. S 7 `ties - • Mit 'Nib •• -' TATR Or i:OLORALO 1 kse COUNTY. or al.? r } The foregoin was acknowledged before me this :.f bec�ser, 1982. by Tod L. Vaughan aA (Tlint Venturer ss tiftv Gunstock Ranch Joint Venture. WITIG:SS ay hand and off .cial seal. Wilt My Commission etepireas i•,ii� ': My addre is: ;.rd `Kf• % /..)r0c.kVTa (1 ;;Ilio' • , r• 0; c N:: VEWORPRTH & KA NOV. 12•2002:,.12 14P • • LEAN---:.+v..:...,;..,,,,...,,�.- RX:1f19vr A A tract of land fn the SR14. of the eek of Section .la, to.nehip 7 South, Range 95 Newt of the Gth Principal Moridiar• in Garfield County, C:alomel°. and being more particularly described mei .follows; Seginning , e the ROP Corner of said 0E4 of the eft of said Section IA, thence £.41°01.32"W. a distance of 40.00 feel: to the 'true Point of Beginning; thence R.88°11'07"E. a distance of 511.07 feet to a point on the Westerly righteofewz,' line of eN proposed road; thence 5.01°48'53"W. and along said Westerly right-of-way line a dietaece of 30.94 feet: thence continuing along said Westerly right•of-wary lige along a curve to the richt having a central angle of 46°58'O0" and a radius of 151.27 foot for as arc length. distance or 124.00 feet and whose Chord bears 5.25°17.53"W. a distance of 120.55 feet; thence continuing along amid Westerly right-ofevay line along a curve to the left having a central angle of 460S8100" and a radius . of 201.27 £oat for an arc 1en.3th di®lance of 164.99 feet and whose Chord nears 8.25°17'53"W. a distance of 160.41 feet; thence N.50°541oo"W. and following the centerline of s gulch a distance of 92.88 feet; thence N.A3°05'00"w. and continuing along said centerline of gulch s' distance of 188.00 feet; thence West a distance of 135:00 feet more or less to a point on the west line of said SEL of the Na of s.sid Section, 18r thence N.01°01'32"E. and along said Sweat line, a distance of 219.96 feet more or less to the Point of 8eginni_eg, is Garfield County, Colorado