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Home My WebLink About1.00 General Application Materials_Part1FRONING FAMILY SUBDIVISION FINAL PLAN/PLAT AUGUST 2021 Garfield County, Colorado Section1 Application and Ownership Documents • Application Forms • Letters of Authorization • Agreement to Pay Form • Project Team Community Development Department 108 8th Street, Su ite 401 Glenwood Springs, co 81601 {970} 945•8212 www.garfleld -county.com TYPE OF SUBD IVISION/E _ D Minor Subd ivision [LI M ajor Subdiv ision Sketch □ Prelim ina Conservation Subdivi XEMPTION ry lZ]Final sion D Yi eld □Sketc h D Time Extens io n INVOLVED PARTIES Preliminary [ l Final - DIVISIONS OF LAND APPLICATION FORM -□ Pre li minary Pl an Am endment 17 Fina l Pl at Amendme nt D Common I nterest Community Subdivision D Public/Co unty Road Split Exemption ~D Rural Land Dev e lopment Exe mption -n Ba sic Correction Exe mption Owner/Appllcant p4--~-'--1~-L..-, ..... -,-f>-4-'l> ,, 'F~<.l .N I t-'t- (;)c.>N~t) 1f f)U .. ""'-lC: p,.._,..l"t lNC, Name : ):.,4U)-4 ~ :::n, t:t M xt tn ~ C ::n:: Phone: ( 970 ) 963-3455 Mailing Address: _P_O_B_o_x _5_4_5 ___________________ _ City : Carbondale state: CO Zip Code: _8_1_6_23 ____ _ E-ma il: c immaronwoodworks@msn.com Representative (Au thorization Required) Name: Mark Chain Mailing Address: 811 Garfie ld Avenue City: Carbondale E-ma il: mchain@Sopris.net Phone: ( 970 ) 309-3655 State: CO Zip Code: _8_1_6_23 _____ _ ---------------------------~---PROJECT NAME AND LOCATION Project Name: --------------------j 1? 1 ,vrL 1''-~ -:=fR.<> t4 1 ~'T ~ ~ 1 L::f 5 v1 \-S D Wl>i" r!: Assessor's Parcel Number : J..~:l3....-d'--7 .:l •.LL9--.Q1~ /o~ I Physical/Street Address: 7 0 0 c_ 't l L>7 Legal Descript ion: ________________________ _ Parcels One & Two of the Lappala 107 Subdivision Exemption -Rec# 353934 Zone District: R -RURAL Property Size (acres): 30 .84 Ac. ~----- Project Description ,- Existing Use: SINGLE FAMILY DWELLING Proposed Use (From Use Table 3-403): SINGLE FAMILY DWELLINGS -ON EACH SUBDIVIDED LOT Description of Project: FINAL PLAT FOR THE FRONIN G FAMILY SUBDIVSION PRELIMINARY PLAN APPROVED BY RESOLUTION No. 2012 -76 RECEPTIO N# 822995 Proposed Development Area -Land Use Type # of Lots Single Family Duplex ----- Multi-Family Commercial Industrial ,.. _Open Space Other Total REQUEST FOR WAIVERS Submission Requirements 5 # of Units --Acreage 5 4.98 Ac lo 10.85 Ac. -------- -- Parking par code □ The Applicant requesting a Waiver of Submission Requirements per Section 4-202 . List: - Section: _____________ Sect ion : _____________ _ Section: _____________ Section: _____________ _ Waiver of Standards □ The Applicant i s requesti ng a Waiver of Standards per Section 4-118. Li st: Section: _____________ Section: _____________ _ Sec tion: _____________ Sect ion: _____________ _ I have read the statements above and have provided the required attached information which Is correct and accurate to the best of my knowledge. ? i½:L(7 F ./IAT"1, C.-,.... § Signature of Property Owner Date > I OFFICIAL USE ONLY File Number: ____ -___ _ Fee Paid:$ ___________ _ May 1, 2021 Glenn Hartmann, Principal Pl anner Garfie ld County Building and P lanning 108 ath Street, Suite 401 Glenwood Springs, CO 8 1601 RE: Froning Family Subdivis ion Th is le tter au t horizes Mark Chain of Mark C h a in Con su lting, LLC to submit an application fora Final Subdivis ion Plan for th e Froning Family S ubd ivision a long CR 107 in Garfie ld County and act as the representative for the owners during th e review of the request by County Staff. S incerely, fu~e r:4,{YYI J Paul Fron i ng Date ~r~1a;g .?;Jrft) Linda Fron i ng Date .. . ' .. , ... ' ' ' .. ' • • • • :, ~ • • ,I • July 23, 2021 Glen Hartman, Principal Plaflner Garfield County Community Development Department 108 gth Street, Suite 401 Glenwood Springs. CO 8160:l. RE: Froning Family Subdivision We, 1heow~ers of Parcels One and Two of the lappala Road 107 Subdivision Exemption are submitting an applicatton forthe Anal Plat for the above nowd subdivision. We will be forming a family partoershlp which will be executed upon approval of the final subdMsion plat for pt.1rposes of developing the property. Until thattlme, we would like the County to know that the application ls made with our consent and that Paul Froning is considered the 0.wner's Representative and has the abllrtyto represent the family during the amendment and approva l process. Please contact Paul If you need additional informatJon. Owners of Par<el One: J ~fu=,_;. ~ ;,~ :t<'fk/ Paul Froning 1J Date Linda Frning D~~ ~-- owners of Parcel Two: ~~,v'ik JJdSJ~O~) Karen Hatchett D~te ill~/21 Date ....Q~~~......_~~~G~u.e~&~4-.µut\,~ ,/4.f/MJ-1 Billie Froning -0 Date pa<,<jJ i=:AATY{ ~l1:.. (d.¢/ Paul Froning Q Date https://mall..google..com/malVv/O/#lnbox/FMfogz.GkZZkplr!lMZbRSXL.vKHqDGvKHXz?projactor=1&messagaPal1ld=0.1 1/1 PAYMENT AGREEMENT FORM GARF IELD COUNTY ("COUNTY ") and Property Owner ("APPLICANT") _P_a_u_l_F_r_o_ni_n_g _____ _ ____________________________ agree as follows: 1. The Applicant has submitted to the County an application for t he following Project: __ _ FINAL PLAT-Froning Family Subd ivision 2. The Applica nt under sta nds and agr ees that Garfield County Res olution No. 2014-60, as amended, establishes a fee sc hed ule for each type application, and the guide lines for the adm inistrat ion of the f ee structure . 3 . The Ap pli ca nt and the County ag ree that beca use of the si ze, nature or scope of the proposed project, it is not pos sible at this time to ascerta i n th e full ext e nt of t he cost s involved in process ing the app licat io n. T he Applicant agrees to make payment of t he Ba se Fee, es tab lishe d for t he Proj ect, and to t herea fter permit additiona l costs to be billed to the Applica nt. Th e Applicant ag rees to make additional pa yments up on notif icatio n by th e Co unty, when they are n ecessa ry, as costs ar e incurred . 4. The Base Fee shall b e in ad ditio n to and exc lu sive of any cost for publication or cost of co nsult in g serv ice d etermined necessary by the Boa rd of Cou nt y Com miss ioners for the co nsideration of an applica tion or ad ditiona l Co unty staff time or expe nse not covered by t he Base Fee. If actual recorded costs exceed t he initial Base Fee, the App lica nt sha ll pay ad ditional bi lli ngs to the Cou nty to re imburse t he Cou nty for t he processin g of the Project. Th e App lica nt ack nowledges that all billing shall be pa id prio r to the fin al co nsideration by the County of any Lan d Use Change or Div isio n of Land . I hereby agree to pay all fees related to this application : Bi lling Co ntact Person: Pau l Froning Pho ne: ( 970 ) 379-9065 Billing c ontact Address: _P_O_B_o_x_54_5 ____________________ _ Cit y : Carbondale Sta t e: CO Zip code: _8_1_62_3 ___ _ Billing contact Email: c immaronwoodworks@msn.com Printed Name of Perso n Authorize d to Sign: _P_a_u_l_F_r_o_n_in_g~-------------- (Signature) ~ I (hat e ) PROJECT TEAM Applicant/Owner Paul and Linda Froning PO Box 545 Carbondale, CO 81623 Donald and Billie Froning 10888 N. Paisano Tucson, Az 85741 Karen and John Hatchett 1423 E. Delaware Bartlesville, OK 74003 Planning/Coordination Mark Chain Mark Chain Consulting, LLC 811 Garfield Avenue Carbondale, CO 81623 970.963.0385 (office) 970.309.3655 (cell) mchain@sopris.net Surveying/Engineering Sopris Engineering 502 Main Street, Suite A3 Carbondale, CO 81623 970.704.0311 Site Analysis/Architecture Muse Architects, Inc. 289 Sopris Ave. Carbondale, CO 81623 Wildlife/Ecology Colorado Wildlife Science, LLC 0100 L Run Drive, Suite 128 Basalt, CO 81621 Legal Eric Gross Attorney, PC PO Box 608 Carbondale, CO 81623 970.778.0826 Section 2 Background Information and Compliance Information • Background information • Final Plat Application Comments • Compliance with Past Approvals and Resolutions FRONING FAMILY SUBDIVISION FINAL PLAT SECTION 2 – BACKGROUND INFORMATION AND COMPLIANCE Parcel #’s: 2393-272-00-032/031 Zoning: Rural Application Date: August 2021 TYPE OF APPLICATION: This is an application for Final Plat for the Froning Family Subdivision. The Preliminary Plan was approved in 2012 by the adoption of Resolution 2012 – 076. The resolution is attached in Section 4, miscellaneous documents. There were a number of extensions of the Preliminary Plan over time. Finally, there was a minor amendment to the Preliminary Plan approved by adoption of Resolution 2020-51 in October 2020. That is also included in Section 4. That application was relatively straightforward, with the purpose being to amend 4 of the 5 building envelopes in the Five Lot subdivision. We can provide additional information on the Preliminary Plan Extensions or more details on the Preliminary Plan Minor Modification if requested. Resolution 2020 – 51 provides the necessary background and conditions for the Preliminary Plan application submission and eventual approval. We will provide a history of the site and historical context before getting into a more detailed analysis of the Final Plat application in relation to the LUDC. We are providing background information on a point-by-point response to every condition of approval after this brief history/existing context of the project I. INTRODUCTION AND BACKGROUND The Froning family owns two parcels of land approximately 30.97 acres in size which is zoned Rural “R”. The property address is 700 County Road 107, also known as 532 Red Hill Road. The project is located north of Carbondale on Red Hill approximately 0.5 miles north of the Highway 82 / Highway 133 intersection in Garfield County. The application is being submitted by the following individuals: • Paul and Linda Froning • Donald and Billie Froning • Karen and John Hatchett The two lots were created by approval of the Lappala Road 107 Subdivision Exemption in 1984. The two parcels are owned as follows: • Parcel 1 consisting of 18.85 acres owned by Paul and Linda Froning • Parcel 2 consisting of 12.39 acres jointly owned by Paul and Linda Froning and the other applicants (Paul’s siblings and their spouses) SUBDIVISION OBJECTIVES Parcel 2 was originally owned by Robert and Carol Froning. They eventually conveyed their interests in the property as a gift to their children and their spouses. One of the original objectives was to subdivide the parcel so that each sibling would own an individual lot and where they could build a home. Dividing the property into three equal lots would have created three parcels of 4.13 acres each which, in the opinion of the applicants, would not be compatible with the neighborhood. Paul Froning’s objective in combining his parcel 1 with parcel 2 is to enable the proposed lots to be of similar size (approximately 5 acre each), establish compatibility with the neighborhood, and at the same time increase the value of the property already in his name. The respective owners wish to combine parcels 1 and 2 in order to subdivide the total of 30.85 acres into five lots. As the long-time owners of the land, the applicant’s objective is to preserve the character, unique physical features, and ecology of the property while developing homes and building zones for their use that are respectful of these qualities. These objectives were described in detail in the original Preliminary Plan Application and have been utilized as a framework for laying out the lots, building envelopes and other features of the development plan. The applicants are now in the final steps of subdividing the property into five lots allowing for five single-family residential units as follows: • Lot 1 – 10.85 acre lot that would include the existing single family dwelling and detached garage. The other four lots would be vacant land and would consist of the following sizes: • Lot 2 – 4.98 acres • Lot 3 – 5.01 acres • Lot 4 – 5.00 acres • Lot 5 – 5.00 acres SITE DESCRIPTION The site is approximately 30 acres in size and consists mostly of Colorado Plateau, pinyon/ juniper woodland. The southern portion of the site can be characterized as “inter mountain basin, big sagebrush shrub land”. The terrain rises to the north and then drops off in elevation with moderately steep, south facing slopes. Outcroppings exist on the south facing slopes on the southeastern portion of the site. There are views of Mount Sopris from the majority of the northern and eastern portions of the site. The majority of the property proposed for dwelling units, including the existing structures, is not visible from County Road 107. The original building envelope for Lot 4 was a site from which a future home may be seen from the CR 107 while headed south to the intersection of SH 82/SH133. With the envelope being moved to the east and a slightly higher elevation, a proposed home may no longer be visible from CR 107. The site currently consists of open space containing a private residence and detached garage. Below are photographs showing the nature of the subject property and the existing residence. Existing residence of Paul and Linda Froning (on Lot 1) Proposed Trail Easement to BLM Land to South View of Sagebrush Meadow looking Southwest Typical Pinon-Juniper Vegetation on Property DEVELOPMENT GOALS The goal of the proposed development is to subdivide the property in keeping with allowable uses described for the Rural “R” Zone District and consistent with the vision, goals, objectives, and policies of the Garfield County Comprehensive Plan. The proposed development includes consideration for: • Developing single-family lots • Minimizing impact to wildlife habitat • Preserving the character of the natural landscape and native vegetation • Promoting water conservation • Promotion of sustainable “green” building practices, and • Recreational opportunities through providing subdivision accessibility to contiguous public lands. DEVELOPMENT OBJECTIVES A number of design objectives were considered in developing a site plan for the property. Existing zoning designations, sensitivity to the goals of the Garfield County Comprehensive Plan, and informal input from the surrounding property owners guided the development of the proposed plan. Site, cultural and environmental constraints were identified in order to establish a framework within which other objectives were considered. Once these constraints were understood, areas that support the proposed type of residential development were identified. These developable areas meet the applicable design and planning objectives for the site. In support of the stated goals, the objectives guiding the initial site planning efforts are as follows: 1. Steep slopes should be avoided to minimize disturbance to natural landforms, vegetation, and drainage patterns. 2. Building envelopes were established to set structures back from the edges of the sagebrush meadows to preserve wildlife habitat, with the exception of Lot 4. A Wildlife Mitigation Plan was offered and accepted by the County to mitigate for any removal of wildlife browse on this particular lot. 3. To the extent possible, key visual resources of the site, as viewed from adjacent public roads/highways and nearby developments, were preserved. 4. Development within the site has been placed to avoid blocking any views enjoyed by adjacent property owners, as well as potential future property owners within the Froning Family Subdivision. 5. The Existing development pattern in the Red Hill neighborhood was respected, ensuring adequate separation between dwelling units. 6. The development plan achieves a balance in a range of public policies identified in the Comprehensive Plan. 7. Excessive disturbance or removal of native vegetation was avoided through the use of building envelopes. Note that some vegetation will need to be removed in order to mitigate wildfire danger. Defensible Space requirements are provided as part of the Design Review for each lot and are included in the Covenants. 8. Building envelopes and road alignment avoided site-specific geologic constraints and mature vegetation to the maximum extent possible. 9. Landscape Guidelines have been established that promote reduction in supplemental irrigation requirements for residential landscapes. 10. Opportunities for an enjoyable lifestyle were provided through the creation of a private trail and access to BLM land which can be used by lot owners and their guests. Open vistas. 11. Orientation of the majority of the lots has maximized southern exposure for energy conservation purposes/renewable energy potential. II. MISCELLANEOUS INFORMATION ON SUBDIVISION DESIGN Internal Road. All lots will be accessed off of an internal road which is currently a 30-foot wide access and utility easement and will be increased to 40-foot in width as part of the subdivision process. The road will be owned and maintained by the Homeowner’s Association. This internal road has access to County Road 107 and has existed for 26 years in its current configuration. Common Areas/Development Facilities and Amenities. Common areas and facilities have been kept to a minimum in this subdivision. There is an existing trail which extends from the southeast portion of the internal subdivision road to the BLM property to the south. The subdivision application dedicates a trail easement for this amenity and provide access for lot owners to the BLM property. The trail will be left in its primitive state and will be dedicated to the HOA. The trail easement will not be open to the general public. Proposed Utilities/Infrastructure. The development will have a central water system with a 10,000 gallon underground storage via 2 partially buried tanks. Electric and telephone will be provided in an underground fashion within the subdivision road. Natural gas will not be extended to the site. Building Envelopes. Building envelopes are confined in size with the exception of Lot 1. They have been designed to preserve views, provide privacy to the internal subdivision lot owners, Preserve vegetation and wildlife habitat, utilize the flatter portions of the site for buildings and to minimize visibility from neighboring lots and county rights-of-way. Also, the building envelopes as proposed will not be allowed to be expanded in size so that the application will meet the Open Land requirement for property designated Medium on the Future Land Use Map as per the recently adopted Garfield County Comprehensive Plan 2030. Neighborhood Involvement. There was considerable neighborhood involvement at the sketch plan level. Paul Froning has continued to communicate with some neighbors related to a proposed emergency access easement and to those that may have possibly been impacted by proposed building envelopes. More involvement with neighbors will occur as part of the preliminary and final plat process. Wildfire Mitigation and Neighborhood Fire Protection. The Red Hill neighborhood is subject to wildfire danger. The application addresses this issue in a number of places. It should be noted that the applicant is providing access for the local fire department (Carbondale and Rural Fire Protection District) to the subdivision’s central water system and storage tank, which can be utilized for any portion of the Red Hill area in case of a wildfire incident. History of Land Use Applications Prior to Preliminary Plan Submittal. A sketch plan was submitted to Garfield County in November of 2006 and review conducted by the County on February 14, 2007. A Comp Plan Amendment application was submitted in the fall of 2008. A Public Hearing on the Comp Plan Amendment was held on October 8, 2008 at which time the property was re- designated as Residential / Medium Density on the Land District Map for Study Area One. A Resolution approving this Comp Plan Amendment (Resolution – PC-2008-04) is included in Section 25. As noted previously, the Preliminary Plan was approved in 2012. A Minor Amendment to the Preliminary Plan was approved in 2020. Waivers. There was a request for design waivers from three engineering standards during the original Preliminary Plan Approval. They are: • Shoulder width for a portion of the internal road. • Minimum radius at access road intersection with CR 107. • Maximum grade. Sopris Engineering, the civil engineering firm for the project addressed these design waivers at the time of approval. That request is not being changed as no physical or technical modifications have occurred the as a result of the Preliminary Plan modification. This includes the grading and drainage plan, road plans in section, propose water system etc. III. COMPLIANCE WITH RESOLUTION 2020 – 51 Introduction The Preliminary Plan for the Froning Family Subdivision was approved by adoption of Resolution No. 2012- 76. A Minor Modification to the Preliminary Plan was approved on October 19, 2020 by virtue of adoption of Resolution No. 2020 – 51. This resolution included all conditions of approval both with the Original Preliminary Plan as well as the Modification. We are addressing these point by point to ease the review by staff. The below documentation describes the compliance and where appropriate location in the Final Subdivision Plan Documents. Responses are in “italics”. Paragraphs 1 and 2. NA Response: NA 3. PLAT NOTES. Numerous plat notes listed from conditions 3.a.i through 3.a.xi. Response: all of these plat notes are listed sequentially on page 3 of the final plat. 4. Final Plat. The final plat shall contain the following certificates as contained within the Plat Certificate Appendix of the Land Use and Development Code Resource Guide: a. Certificate of Dedication and Ownership b. Lienholder Consent c. BOCC Certificate d. Title/Attorney certificate e. Treas. Certificate of Taxes Paid f. County Surveyor Certificate g. Clerk and Recorder Certificate h. Surveyor Certificate Response: These Certificates are all provided on page 1 of the Final Plat 5. WATER REQUIREMENTS a. The Applicant shall obtain a well permit for the subdivision as required by the division of Water Resources and this well permit shall be considered a submittal requirement at final plat; Response: An application for a new well permit was made on June_14, 2021. it has not yet been issued by the Division of Water Resources. A receipt for the permit application is included in the Final Plan application in Section_4. b. The Applicant shall include the terms and conditions of water decree case no. 06CW 195 in the Subdivision Improvements Agreement and Restrictive Covenants Response: The terms and conditions of the water decree case are in Article 11 sections 11.1 through 11.8 of the covenants. They are also noted in the Development Improvements Agreement. c. The applicant shall submit the results of well testing as required by the LUDC, Section 4-203 (M) Water Supply and Distribution Plan with the Final Plat application. The report shall provide data sufficient to demonstrate provision of adequate water quantity and quality to serve the lots in the subdivision; Response: The results of the well pumping test and are included in the Miscellaneous Documents section of the application. Water quality report has not yet been received back from the testing agency. d. If water quality analysis requires treatment of the water the Applicant shall provide design of the treatment system and cost estimates as a submittal requirement at final plat; Response: The applicants will take any required action as a result of the water quality analysis. It is not yet been received back from the testing agency. e. The HOA shall be transferred the water rights, well permit and all easements and facilities related to the water system for the subdivision; Response: The water rights, well permit and all easements and facilities will be transferred to the HOA once it becomes operational and subdivision documents are ready to be recorded. f. The subdivision covenants, or other HOA documents, must include description of the right of each lot to use the water, must adequately describe the maintenance requirements of the system, and must assign authority to the HOA to collect fees associated with the use and maintenance of the system. This documentation shall be considered a final plat submittal requirement and shall be reviewed by the County Attorney’s office for a determination of sufficiency. Response: descriptions of the rights to each lot related to water and maintenance requirements are outlined in Section 11. Assessments are outlined in Section 9. Irrigation allowances for each lot is noted in Section 3.9 (F). 6. ROAD REQUIREMENTS The Board of County Commissioners support the requested waivers regarding road standards, as recommended by the Planning Commission, and a condition will be included which requires the applicant delineate adequate snow storage areas within the blanket easement. The easement shall be dedicated to the Homeowners Association. Response: Snow storage Areas are delineated in the engineering documents and they are within the blanket easement. The easement will be dedicated to the Homeowners Association. 7. SUBDIVISION IMPROVEMENTS AGREEMENT Any applicant for a building permit within the subdivision shall provide a site grading plan demonstrating how flows from the existing basins will be mitigated. This shall also be required as a plat note on the Final Plat and within the covenant; Response: A Site Grading and drainage plan requirement for each lot is noted and included in the Development Agreement. The requirement is noted in the covenants in section 10.10 of the covenants and plat note No. 13. The retaining walls required by the subdivision shall be designed and included in the Subdivision Improvements Agreement. Adequate easements must be created and the easements dedicated to the HOA who will be responsible for ongoing maintenance of the structures; Response: Retaining Walls have been designed per the approved engineering submittals. It is noted that the private road easement where the retaining walls are located will be owned and maintained by the HOA per Plat note no. 9. Retaining walls are also included in the engineers construction cost estimate. Should additional water storage be required, based upon requirements of the Carbondale and Rural Fire Protection District, the applicant shall provide an updated design and revise the cost estimates. Response: The Carbondale and Rural Fire Protection District is not requiring additional water storage for the Subdivision. 8. COVENANTS Protective Covenants, Section 3.12, recreational vehicles, shall be amended to permit RVs to be used for occupancy by the owners of the lot or their guests for up to 14 days. Response: Section 3.12 has been amended as required. Section 3.18, variances, shall be amended regarding the ability of the ACC or the Board of the Association allowing for variance from the provision of the covenants. The ACC or the Board may only grant variances that do not affect the compliance of the subdivision with the LUDC, 2013, as amended; Response: Section 3.18 has been amended as required. The covenants shall include requirements related to the on-site retention required for each lot including the specifications for the Retention; Response: On-site retention requirements are noted in Section 10. 10 of the covenants. The covenants shall include the requirements for fire sprinklers in the single- family homes within the subdivision covenants including, but not limited to, water pressure/booster pump requirements. Response: Information related to fire sprinklers is outlined in Section 3.20 of the covenants. 9. IMPACT FEES The applicant shall submit an appraisal with the Final Plat application so that calculation of the amount of the fee in lieu of payment of school and dedication for the subdivision can be calculated. Payment of the fee in lieu will be required prior to approval and recording of the final plat for the subdivision; Response: An appraisal is included in Section 3 of the application. Applicant estimates of the School Land Dedication fee have been included in that section. Prior to approval and recordation of the final plat the applicant shall be required to comply with Resolution 2008 – 05, the required residential impact fee for the Carbondale and Rural Fire Protection District. A letter from the District regarding satisfaction of payment must be submitted to building and planning prior to plat approval. Response: A draft agreement for the Froning Family to pay impact fees to the Carbondale and Rural Fire Protection District is included in Section 3 of the application. It is our understanding that the fee is $730 per unit. 10. As a final plat submittal requirement the applicant shall provide information regarding completion of the formation of an incorporated homeowners association. Response: A working Agreement for the LLC and other documents are currently being drafted. The Letter of Transmittal of the Application notes that the Froning Family Subdivision LLC will be the developer of the subdivision and will pay for the cost of improvements, fees, recording costs etc. 11. The applicant shall delineate and legally describe all easements on the final plat and convey all easements to the responsible entity. This dedication shall be in a form acceptable to the County Attorney’s office and transfer shall occur at the time of recording of the final plat. These easements shall include but are not limited to all easements of record, utility easements, drainage easements, water system easements, storm water drainage easements, open space and any internal roads required as part of this development. Response: All easements are delineated and legally described on the plat. The Emergency Access Easement will be recorded by separate document. All easements, drainage and utility easements, water related easements for construction and management of the system including water rights and ownership to the well will be dedicated/deeded to the Froning Family Subdivision HOA, Inc. at the appropriate time. Documents will be assembled by the project attorney and reviewed by the County as required. 12. Final plat submittal requirements shall include a Storm Water Management Plan that focuses on erosion control that prevents the detachment of soil rather than sediment control, which focuses on removal of soils particles from runoff. Response: The Storm Water Management Plan is included in the engineering documents section of the Final Plat Application CONDITIONS OF APPROVAL BASED ON THE MINOR MODIFICATION REQUEST 13. That as part of the Final Plat application, the applicant shall update the slope analysis to overlay the revised building envelopes on the mapping. The analysis shall show none of the modified building envelopes on lots 2 – five encroaching into areas with 30% slopes are greater. In lieu of updated mapping a stamped statement from the Applicant’s Engineer that the envelopes do not encroach into areas with 30% slopes or greater will be acceptable. Response: The updated slope analysis is included in Section 3. Specifically, it is Sheet C.2.3 of the Engineering documents. No portions of building envelopes encroach into areas of 30% slopes or greater. 14. That as part of the final plat application, the Applicant shall include a detailed wildlife habitat mitigation plan consistent with the recommendations of the applicant’s updated wildlife report, prepared by Colorado Wildlife Science, dated 11.29.19 which shall include the restoration of a minimum of 0.45 acres of sagebrush on or immediately adjacent to Lot 4. The habitat mitigation plan shall reflect approval by the Colorado Parks and Wildlife, prior to submittal of the Final Plat Application. Response: The wildlife habitat mitigation plan is included in Section 3.Aany development on Lot 4 is required to submit a detailed plan at time of Design Review by the ACC. This is noted in the covenants in section 3.9 (f). There is also a plat note which details this requirement. Building permit documents will ensure that the criteria for restoration of a minimum of 0.45 acres of sagebrush is met so that a building permit can be issued by the County. The Wildlife Mitigation Plan dated November 29, 2021 is included in Section 4 of the application. Efforts to contact CPW staff have been made and will continue to be made until they formally review the Plan. 15. That the Final Plat shall include an additional plat note outlining that Lot 4 and any other Lot that is included in the habitat mitigation plan shall be subject to compliance with an ongoing management of vegetation in accordance with said plan. Response: Plat note provided. See Plat note 12. IV. FINAL PLAN APPLICATION ELEMENTS Final Plat Attached in Section 3 Engineering and Technical Documents All engineering documents required for the Final Plat application are included in Section 3 except the following: • Mitigation of Geologic Hazard (included in Section 4) • Soil Suitability Information (included in Section 4) • Trails, Walkways, and Bikeways (see brief description later on in the section) Trails, Walkways, and Bikeways Because of its size and rural nature, there is no formal walkways/sidewalks or bikeways in the plan for the subdivision. All information on roads is included in the engineering documents Grading and Drainage Plan The grading and drainage plan remains unchanged. Landscape Plan There is no formal Landscape Plan associated with the Subdivision as there is to be no landscaping installed as part of the development. Some ornamental landscaping and small area for irrigation will be added at time of building permit for what will be duly constructed homes on the vacant lots. Development Agreement Included in Section 3 Water and Wastewater Plans There are no changes to the Water and Wastewater infrastructure. A small, central water system will be installed along with a 10,000 gallon tank. We have contacted the Carbondale Fire Department and they say the original, propose size is still appropriate so no changes are being made. Each individual lot will have its own OWTS. That will be subject to County regulations at time of Building Permit. Open Space Plan There is no open space plan per se within the Froning Family Subdivision. It is not a PUD and there are no “common areas” put aside for the benefit of the lot owners as a whole. Affordable Housing Affordable Housing is not applicable for this development. Section 8 – 102 of the LUDC requires affordable housing in Land Use Area 1 for residential subdivisions proposing 15 or more lots. Only 5 lots are being provided in this development. Compliance with Article 7 The Final Plat Application complies with Article 7 standards as included in the original Preliminary Plan Approvals. Covenants Submitted in Section 3. Fee Information (School District Fees and Fire District Agreement) This information is in Section 3 Wildlife Mitigation Plan Submitted in Section 3 Section 3 Final Plan/Final Plat Documents • Vicinity Map • Final Plat Sheets • Engineering Documents • Development Agreement • Covenants (and Defensible Space) • Fee Information  RE-1 School District and Appraisal  Fire District Fees and Agreement to Pay Fees • Wildlife Habitat Mitigation Plan VICINITY MAPSCALE 1"=2000'INDEXSHEET 1 ~ CERTIFICATES & VICINITY MAPSHEET 2 ~ PLAT NOTES, BOUNDARY, ADJOINERS, EXISTING EASEMENTS AND FOUND MONUMENTSSHEET 3 ~ PROPOSED AND REMAINING EASEMENTS AND PROPOSED LOTSPURPOSE STATEMENT: RESUBDIVIDE PARCELS 1 & 2 (DESCRIBED IN DEDICATION) TO LOTS 1 - 5 AND TO VACATE, REALIGN AND RESTATE ALL PRIOR RECORD EASEMENTS TO THOSE SHOWN ON SHEET 3TITLE CERTIFICATEI, , AN AGENT AUTHORIZED BY A TITLE INSURANCE COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWNUPON THIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN PAUL ALAN FRONING and LINDA SINGER FRONING FOR PARCEL 1 AND KAREN F. AND JOHN W. HATCHETT, DONALD M. AND BILLIEJ. FRONING, PAUL ALAN FRONING and LINDA SINGER FRONING FOR PARCEL 2, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS,EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN THIS PLAT), EXCEPT AS FOLLOWS:PARCEL 1:·PARCEL 2:·DATED THIS _____ DAY OF , A.D., 20__.TITLE COMPANY: TITLE COMPANY OF THE ROCKIESAGENTCOUNTY SURVEYOR'S CERTIFICATEAPPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING. PURSUANT TO C.R.S. 38-51-101 AND 102, ET SEQDATED THIS ______ OF _________________, A.D., 20__._____________________________________________ _____________SCOTT AIBNER, GARFIELD COUNTY SURVEYOR DATESURVEYOR'S CERTIFICATEDO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF THEFRONING FAMILY SUBDIVISION, AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME, OR UNDER MYSUPERVISION, AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF THE FRONING FAMILY SUBDIVISION, AS THE SAME ARE STAKED UPON THEGROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND.IN WITNESS WHEREOF, I HAVE SET MY HAND AND SEAL THIS _____ DAY OF __________, A.D. 20___. MARK S. BECKLER, L.S. #28643CLERK AND RECORDER'S CERTIFICATETHIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, AT ___________ O'CLOCK ___.M., ON THE _____ DAY OF ___________,20___, AS RECEPTION NO. ______________________. ATTEST:_________________________________ CLERK AND RECORDER BY: _____________________________ DEPUTYBOARD OF COUNTY COMMISSIONERS CERTIFICATETHIS PLAT IS APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, THIS ____ DAY OF _______________, A.D., 20__, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FORCONVEYANCE TO THE FRONING FAMILY SUBDIVISION HOMEOWNERS ASSOCIATION, INC. OF THE PUBLIC DEDICATIONS SHOWN HEREON, SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FORTHE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, PUBLIC ROADS, HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS BYSUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY OTHER PUBLIC DEDICATIONS SHOWN HEREON.BY: ________________________ CHAIRMAN, BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY, COLORADOWITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELDATTEST: ______________________ COUNTY CLERKCERTIFICATION OF DEDICATION AND OWNERSHIPTHE UNDERSIGNED PAUL ALAN FRONING AND LINDA SINGER FRONING, BEING SOLE OWNER(S) IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS:PARCEL 1PARCEL 1 OF THE LAPPALA ROAD 107 SUBDIVISION EXEMPTION PLAT RECORDED JULY 12, 1984 AS RECEPTION NO. 353934 OF THE GARFIELD COUNTY RECORDS, ALSO DESCRIBED AS FOLLOWS: A PARCEL OF LAND SITUATED IN LOT 4 OFSECTION 27, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO, LYING EASTERLY OF THE EASTERLY RIGHT-OF-WAY LINE OF A 30 FOOT WIDE ACCESS AND UTILITY EASEMENT ANDWESTERLY OF THE EAST LINE OF THE SW1/4NW1/4 OF SAID SECTION 27, SAID PARCEL OF LAND BEING MORE FULLY DESCRIBED AS FOLLOWS:BEGINNING AT A BRASS CAP IN PLACE AND PROPERLY MARKED AS THE SOUTHEAST CORNER OF SAID SW1/4NW1/4; THENCE N 00°26'57" E 1024.43 FEET; THENCE N 67°16'18" W 557.62 FEET; THENCE S 73°16'34" W 114.05 TO A POINTON THE EASTERLY RIGHT-OF-WAY LINE OF A 30 FOOT WIDE PRIVATE ACCESS AND UTILITY EASEMENT; THENCE ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID PRIVATE ACCESS AND UTILITY EASEMENT THE FOLLOWING COURSES:S 23°53' 41" W 31.37 FEET;THENCE 42.54 FEET ALONG THE ARC OF A 240.58 FOOT RADIUS CURVE TO THE RIGHT, THE CHORD OF WHICH BEARS S 28°57'41" W 42.48 FEET;THENCE S 34°01' 34" W 76.90 FEET;THENCE 116.55 FEET ALONG THE ARC OF A 102.75 RADIUS CURVE TO THE LEFT, THE CHORD OF WHICH BEARS S 01°31'55" W 110.40 FEET;THENCE S 30°57' 44" E 113.63 FEET;THENCE 119.50 FEET ALONG THE ARC OF A 114.23 FOOT RADIUS CURVE TO THE RIGHT, THE CHORD OF WHICH BEARS S 0°59'35" E 114.13 FEET;THENCE S 28°58' 35" W 90.46 FEET;THENCE 172.04 FEET ALONG THE ARC OF A 287.39 FOOT RADIUS CURVE TO THE LEFT, THE CHORD OF WHICH BEARS S 11°49'41" W 169.48 FEET;THENCE S 05°19' 14" E 13.87 FEET;THENCE 105.54 FEET ALONG THE ARC OF A 271.32 FOOT RADIUS CURVE TO THE RIGHT, THE CHORD OF WHICH BEARS S 05°43' 03" W 103.89 FEET;THENCE S 16°45' 19" W 50.86 FEET;THENCE 70.92 FEET ALONG THE ARC OF A 151.91 FOOT RADIUS CURVE TO THE RIGHT, THE CHORD OF WHICH BEARS S 30°07' 44" W 70.28 FEET; THENCE LEAVING THE EASTERLY RIGHT-OF-WAY LINE OF SAID PRIVATE ACCESS ANDUTILITY EASEMENT ON A COURSE BEARING SOUTH 257.19 FEET; THENCE S 88°01' 21" E 772.36 FEET TO THE POINT OF BEGINNING.COUNTY OF GARFIELD, STATE OF COLORADOPARCEL 2A PARCEL OF LAND SITUATED IN LOT 4 OF SECTION 27, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO, LYING EASTERLY OF THE EASTERLY RIGHT-OF-WAY LINE OF COUNTYROAD NO. 107 AND WESTERLY OF THE EASTERLY RIGHT-OF-WAY LINE OF A 30 FOOT WIDE ACCESS AND UTILITY EASEMENT, SAID PARCEL OF LAND BEING MORE FULLY DESCRIBED AS FOLLOWS:BEGINNING AT A BRASS CAP IN PLACE AND PROPERLY MARKED AS THE W/4 CORNER OF SAID SECTION 27; THENCE N 00°01'24'' E 367.15 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. 107; THENCEALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD THE FOLLOWING COURSES:63.35 FEET ALONG THE ARC OF A 135.88 FOOT RADIUS CURVE TO THE LEFT, THE CHORD OF WHICH BEARS N 46°30'09'' E, 62.78 FEET;THENCE N 33°08'46'' E 217.96 FEET;THENCE 107.84 FEET ALONG THE ARC OF A 510.06 FOOT RADIUS CURVE TO THE LEFT, THE CHORD OF WHICH BEARS N 27°05'22'' E 107.64 FEET;THENCE N 21°01'56" E 87.25;THENCE 66.46 FEET ALONG THE ARC OF A 157.93 FOOT RADIUS CURVE TO THE RIGHT, THE CHORD OF WHICH BEARS N 33°05'16'' E 65.97 FEET;THENCE N 4500835FL E 40.25 FEET;THENCE 138.42 FEET ALONG ARC OF A 210.85 FOOT RADIUS CURVE TO THE LEFT, THE CHORD OF WHICH BEARS N 26°20'08'' EAST 135.95 FEET;THENCE N 07°31'41'' E 127.76 FEET;THENCE 148.98 FEET ALONG THE ARC OF A 347.77 FOOT RADIUS CURVE TO THE RIGHT, THE CHORD OF WHICH BEARS N 19°48'01" E 147.84 FEET;THENCE N 32°04'20'' E 73.53 FEET;THENCE LEAVING THE EASTERLY RIGHT-OF-WAY OF SAID COUNTY ROAD NO. 107 ON A COURSE BEARING EAST 151.45; TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF A 30 FOOT WIDE PRIVATE ACCESS EASEMENT; THENCEALONG THE WESTERLY RIGHT-OF-WAY LINE OF SAID PRIVATE ACCESS EASEMENT THE FOLLOWING COURSES:S11°40'03" E 64.13 FEET;THENCE 18.80 FEET ALONG THE ARC OF A 237.55 FOOT RADIUS CURVE TO THE RIGHT, THE CHORD OF WHICH BEARS S 09°24'00'' E, 18.80 FEET;THENCE S 07°07'57" E 71.96 FEET;THENCE N 17°16'34'' E 38.36 FEET TO A POINT ON THE EASTERLY RIGHT- OF-WAY LINE OF A 30 FOOT WIDE PRIVATE ACCESS AND UTILITY EASEMENT; THENCE ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID PRIVATE ACCESS ANDUTILITY EASEMENT THE FOLLOWING COURSES:S 23°53'41'' W 31.37 FEET;THENCE 42.54 FEET ALONG THE ARC OF A 240.58 FOOT RADIUS CURVE TO THE RIGHT, THE CHORD OF WHICH BEARS S 28°57'41'' W 42.48 FEET;THENCE S 34°01'34'' W 76.90 FEET;THENCE 116.55 FEET ALONG THE ARC OF A 102.75 FOOT RADIUS CURVE TO THE LEFT, THE CHORD OF WHICH BEARS S 01°31'55" W 110.40 FEET;THENCE S 30°57'44" E 113.63 FEET;THENCE 119.50 FEET ALONG THE ARC OF A 114.23' RADIUS CURVE TO THE RIGHT, THE CHORD OF WHICH BEARS S 00°59'35'' E 114.13 FEET;THENCE S 28°58'35'' W 90.46 FEET;THENCE 172.04 FEET ALONG THE ARC OF A 287.39 FOOT RADIUS CURVE TO THE LEFT, THE CHORD OF WHICH BEARS S 11°49'41'' W 169.48 FEET;THENCE S 05°19'14'' 13.87 FEET;THENCE 104.54 FEET ALONG THE ARC OF A 271.32 FOOT RADIUS CURVE TO THE RIGHT, THE CHORD OF WHICH BEARS S 05°43'03'' W 103.89 FEET;THENCE S 16°45'19'' W 50.86 FEET;THENCE 70.92 FEET ALONG THE ARC OF A 151.91 FOOT RADIUS CURVE TO THE RIGHT, THE CHORD OF WHICH BEARS S 30°07'44'' W 70.28 FEET;THENCE LEAVING THE EASTERLY RIGHT-OF-WAY LINE OF SAID PRIVATE ACCESS AND UTILITY EASEMENT ON A COURSE BEARING SOUTH 257.19 FEET; THENCE N 88°01'21'' W 533.0 FEET TO THE POINT OF BEGINNING.COUNTY OF GARFIELD, STATE OF COLORADOCONTAINING 30.848 ACRES, MORE OR LESS, HAVE CAUSED THE DESCRIBED REAL PROPERTY TO BE SURVEYED, LAID OUT, PLATTED AND SUBDIVIDED INTO LOTS AND BLOCKS AS SHOWN ON THIS PLAT UNDER THE NAME AND STYLE OFFRONING FAMILY SUBDIVISION, A SUBDIVISION IN THE COUNTY OF GARFIELD.THAT SAID OWNER DOES HEREBY MAKE THE FOLLOWING GRANTS:1. OWNERS DO HEREBY GRANT TO GARFIELD COUNTY A TEN (10) FOOT RIGHT-OF-WAY EASEMENT AS SHOWN ON SHEET 3.2. OWNERS DO HEREBY GRANT TO THE OWNERS, GUESTS AND INVITEES OF LOTS 1, 2, 3, 4 AND 5 OF THE FRONING FAMILY SUBDIVISION A PRIVATE ACCESS EASEMENT ON THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARELABELED AS “40' PRIVATE ACCESS AND UTILITY EASEMENT” ON THE ACCOMPANYING PLAT FOR THE PURPOSE SO DESIGNATE. SUBJECT TO THE EMERGENCY ACCESS EASEMENT RECORDED AS RECEPTIONNO. ________________ SERVICE PROVIDERS TO UTILIZE SAID EASEMENT;3. OWNERS DO HEREBY GRANT TO THE PUBLIC UTILITY PROVIDERS AND THE FRONING FAMILY SUBDIVISION HOMEOWNER'S ASSOCIATION, INC. A UTILITY EASEMENT ON THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARELABELED AS “UTILITY EASEMENT” AND “40' PRIVATE ACCESS AND UTILITY EASEMENT” ON THE ACCOMPANYING PLAT AS PERPETUAL EASEMENTS FOR THE INSTALLATION AND MAINTENANCE OF UTILITIES, INCLUDING BUT NOT LIMITEDTO ELECTRIC LINES, GAS LINES, TELEPHONE LINES, COMMUNICATION LINES, IRRIGATION LINES AND DRAINAGE FACILITIES; TOGETHER WITH THE RIGHT TO TRIM INTERFERING TREES AND BRUSH, WITH PERPETUAL RIGHT OF INGRESSAND EGRESS FOR INSTALLATION AND MAINTENANCE OF SUCH LINES. SUCH EASEMENTS AND RIGHTS SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER.OWNERS:IN WITNESS WHEREOF, SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS __________ DAY OF _______________, A.D., 20___._____________________PAUL ALAN FRONINGOWNER (PARCELS 1 & 2)PO BOX 545CARBONDALE, CO 81623-0545STATE OF __________________) ) SS.COUNTY OF _________________)THIS FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF __________________. 20___ BY PAUL ALAN FRONING, OWNER. (SEAL) __________________________ NOTARY PUBLIC MY COMMISSION EXPIRES:IN WITNESS WHEREOF, SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS __________ DAY OF _______________, A.D., 20___._____________________LINDER SINGER FRONINGOWNER (PARCELS 1 & 2)PO BOX 545CARBONDALE, CO 81623-0545STATE OF __________________) ) SS.COUNTY OF _________________)THIS FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF __________________. 20___ BY LINDER SINGER FRONING, OWNER. (SEAL) __________________________ NOTARY PUBLIC MY COMMISSION EXPIRES:IN WITNESS WHEREOF, SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS __________ DAY OF _______________, A.D., 20___._____________________BILLIE J. FRONINGOWNER (PARCEL 2)10888 N. PAISANOTUCSON AZ 85741STATE OF __________________) ) SS.COUNTY OF _________________)DONALD M. FRONING10888 N.PAISANOTUCSON AZ 85741STATE OF __________________) ) SS.COUNTY OF _________________)THIS FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF __________________. 20___ BILLIE J. FRONING, OWNER. (SEAL) __________________________ NOTARY PUBLIC MY COMMISSION EXPIRES:IN WITNESS WHEREOF, SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS __________ DAY OF _______________, A.D., 20___._____________________KAREN F. HATCHETTOWNER (PARCEL 2)1423 SE DELAWAREBARTLESVILLE, OK 74003STATE OF __________________) ) SS.COUNTY OF _________________)THIS FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF __________________. 20___ BY KAREN F. HATCHETT, OWNER. (SEAL) __________________________ NOTARY PUBLIC MY COMMISSION EXPIRES:LIEN HOLDER CONSENT AND SUBORDINATION (PARCEL 1)THE UNDERSIGNED, BEING THE BENEFICIARY OF A DEED OF TRUST UPON THE REAL PROPERTY WHICH IS PLATTED AND SUBDIVIDED AS SHOWN UPON THE WITHIN FINAL PLAT, HEREBY CERTIFIES THAT IS HAS REVIEWED THE WITHINFINAL PLAT AND BY THIS CERTIFICATION DOES HEREBY CONSENT TO SAID FINAL PLAT AND TO THE RECORDING THEREOF, AND TO ALL DEDICATIONS MADE BY AND UPON SAID FINAL PLAT AS STATED IN THE CERTIFICATION OFDEDICATION AND OWNERSHIP SET FORTH HEREON, AND DOES HEREBY SUBORDINATE ANY INTEREST THAT IT MAY HAVE IN AND TO THE PROPERTY SUBJECT TO SUCH DEDICATIONS TO THE ENTITIES TO WHICH SUCH DEDICATIONS AREMADE.DATED THIS ____ DAY OF _________________, 20___.CITI FINANCIALBY: __________________________AS:_________________________OF CITI FINANCIALSTATE OF COLORADO ) ) SS.COUNTY OF GARFIELD)THIS FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF __________________. 20___ BY ____________________. (SEAL) __________________________ NOTARY PUBLICMY COMMISSION EXPIRES:__________________EASEMENT HOLDER CONSENTTHE UNDERSIGNED, HOLDING EASEMENTS UPON THE REAL PROPERTY WHICH IS PLATTED AND SUBDIVIDED AS SHOWN ON THE WITHIN FINAL PLAT, HEREBY CERTIFIES THAT IT HAS REVIEWED THE WITHIN FINAL PLAT AND BY THISCERTIFICATION DOES HEREBY CONSENT TO SAID FINAL PLAT AND TO THE RECORDING THEREOF, AND TO ALL DEDICATIONS MADE BY AND UPON SAID FINAL PLAT AS STATED IN THE CERTIFICATION OF DEDICATION AND OWNERSHIPSET FORTH HEREON, AND DOES HEREBY SUBORDINATE ANY INTEREST THAT IT MAY HAVE IN AND TO THE PROPERTY SUBJECT TO SUCH DEDICATIONS TO THE ENTITIES TO WHICH SUCH DEDICATIONS ARE MADE.DATED THIS ____ DAY OF ____________, 20___.FRONING FAMILY SUBDIVISION HOMEOWNER'S ASSOCIATION, INC.PAUL ALAN FRONING PO BOX 545, CARBONDALE, CO 81623-0545BY: __________________________ __________________________ __________________________ FRONING FAMILY SUBDIVISION HOMEOWNER'S ASSOCIATION, INC.STATE OF COLORADO ) ) SS.COUNTY OF GARFIELD)THIS FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF __________________. 20___ BY __________________AS ____________OF FRONING FAMILY SUBDIVISION HOMEOWNER'S ASSOCIATION, INC. (SEAL) __________________________ NOTARY PUBLICMY COMMISSION EXPIRES:__________________FINAL PLAT OF:FRONING FAMILY SUBDIVISIONSITUATED IN GOVERNMENT LOT 4, SECTION 27, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.COUNTY OF GARFIELD, STATE OF COLORADOSHEET 1 OF 3SOPRIS ENGINEERING -LLCCIVIL CONSULTANTS 502 MAIN STREET,SUITE A3 CARBONDALE, COLORADO 81623(970) 704-0311MINERAL OWNERSPAUL ALAN FRONINGPO BOX 545CARBONDALE, CO 81623-0545LINDER SINGER FRONINGPO BOX 545CARBONDALE, CO 81623-0545BILLIE J. FRONING10888 N. PAISANOTUCSON, AZ 85741KAREN F. HATCHETT1423 SE DELAWAREBARTLESVILLE, OK 74003JOHN W. HATCHETT1423 SE DELAWAREBARTLESVILLE, OK 74003DONALD M. FRONING10888 N. PAISANOTUCSON, AZ 85741SURVEY NOTES:1) DATE OF FIELD WORK: DECEMBER, 2008, MARCH, MAY, JULY AND OCTOBER, 2009, AND MAY 27, 2010.2) DATE OF PREPARATION: JUNE - DECEMBER, 2010; MARCH, 2011 AND JUNE - AUGUST, 2021.3) BASIS OF BEARING: A BEARING OF N 88°01'21" W BETWEEN THE W1/16 CORNER, SEC. 27, MONUMENTED BY A FOUND 1973 BLM BRASS CAP AND THE W1/4CORNER, SEC. 27, MONUMENTED BY A FOUND 1973 BLM BRASS CAP, AS SHOWN ON SHEET 2.4) BASIS OF SURVEY: THE PLAT THE LAPPALA ROAD 107 SUBDIVISION EXEMPTION PLAT RECORDED JULY 12, 1984 AS RECEPTION NO. 353934, THE LEONARDSUBDIVISION EXEMPTION PLAT RECORDED JANUARY 4, 1995 AS RECEPTION NO. 472830, THE 1995 B.L.M. PLAT OF TOWNSHIP 7 SOUTH, RANGE 85 WEST OF THE 6THP.M., VARIOUS DOCUMENTS OF RECORD AND THE FOUND 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 ALLINFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THE ABOVE SAID PLATS DESCRIBED IN NOTE 4, AND THE TITLECOMMITMENTS PREPARED BY TITLE COMPANY OF THE ROCKIES, COMMITMENT NO. 0603425-C (PARCEL 1) WITH AN EFFECTIVE DATE OF JUNE 28, 2021 ANDCOMMITMENT NO. 0603424-C (PARCEL 2) WITH AN EFFECTIVE DATE OF JUNE 28, 2021.6) THE LINEAL UNIT USED IN THE PREPARATION OF THIS SURVEY IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONALINSTITUTE OF STANDARDS AND TECHNOLOGY.7) ADJACENT PROPERTY OWNERS INFORMATION ACQUIRED FROM THE GARFIELD COUNTY ASSESSOR'S WEB SITE, UPDATED TO JULY 1, 2021.SITEIN WITNESS WHEREOF, SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS __________ DAY OF_______________, A.D., 20___._____________________JOHN W. HATCHETTOWNER (PARCEL 2)1423 SE DELAWAREBARTLESVILLE, OK 74003STATE OF __________________) ) SS.COUNTY OF _________________)THIS FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF __________________. 20___ BY JOHN W.HATCHETT, OWNER. (SEAL) __________________________ NOTARY PUBLIC MY COMMISSION EXPIRES:IN WITNESS WHEREOF, SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS __________ DAY OF_______________, A.D., 20___._____________________DONALD M. FRONINGOWNER (PARCEL 2)10888 PAISANO TUCSON AZ 85741STATE OF __________________) ) SS.COUNTY OF _________________)THIS FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF __________________. 20___ DONALD M.FRONING, OWNER. (SEAL) __________________________ NOTARY PUBLIC MY COMMISSION EXPIRES:CERTIFICATE OF TAXES PAIDI, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE ENTIRE AMOUNT OF TAXES AND ASSESSMENTS DUE AND PAYABLE AS OF ______________________________, UPON ALL PARCELS OF REALESTATE DESCRIBED ON THIS PLAT ARE PAID IN FULL.DATED THIS _____ DAY OF __________________________________, A.D., 20__._____________________________________________TREASURER OF GARFIELD COUNTYNOTICE: ACCORDING TO COLCRADO LI\W YOU MUS-COMMENCE ANY LEGAL ACTlml EASED U=>Q\J AN\' DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTC:R YOU FIRS-DISCOVER SJCH DEFECT. IIJ ~JO EVENT lvlAY ANY ACTlmJ BASED U"ON ANY DEFECT IN THIS 5U~VEY BE COMMENCED MORE THAI~ TE\J YEARS FROM THE DATE OF CERllFICA-IOl·J SHOWIJ HEREON. GRK 8/11/2021 G;\2008\28189 Fronrno\SURVEY\Survey OWGs\Plat from LDD\28189 FRONING PLAT.dW(I FINAL PLAT OF:FRONING FAMILY SUBDIVISIONSITUATED IN GOVERNMENT LOT 4, SECTION 27, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.COUNTY OF GARFIELD, STATE OF COLORADOSHEET 2 OF 3PLAT NOTES, BOUNDARY, ADJOINERS, EXISTING EASEMENTS AND FOUND MONUMENTSSOPRIS ENGINEERING -LLCCIVIL CONSULTANTS 502 MAIN STREET,SUITE A3 CARBONDALE, COLORADO 81623(970) 704-03111 inch = ft.( IN FEET )GRAPHIC SCALE0LINE CHARTLINEBEARING DISTANCEL1 S73°16'34"W 114.05L2 N23°53'41"E 31.37L3 N34°01'34"E 76.90L4 N30°57'44"W 113.63L5 N28°58'35"E 90.46L6 N16°45'19"E 50.86L7 N86°12'22"E 13.68L8 N32°19'22"E 112.82L9 N34°31'22"E 152.34L10 N26°03'22"E 134.77L11 N24°09'22"E 101.18L12 N41°10'30"E 86.46L13 N22°43'22"E 94.80L14 N26°28'12"E 88.88L15 S11°40'03"E 64.13L16 S07°07'57"E 71.96L17 S73°16'34"W 38.35L18 N46°18'13"E 72.15L19 N02°12'10"W 146.13L20 S22°23'39"E 20.00CURVE TABLECURVE LENGTH RADIUS TANGENT CHORD BEARINGDELTAC1 42.54' 240.58' 21.32' 42.48' N 28°57'41" E 10°07'48"C2 116.55' 102.75' 65.45' 110.40' S 01°31'55" W 64°59'24"C4 172.04' 287.39' 88.68' 169.48' S 11°49'41" W 34°17'54"C5 104.54' 271.32' 52.92' 103.89' N 05°43'03" E 22°04'31"C6 70.92' 151.91' 36.12' 70.28' N 30°07'44" E 26°44'59"C7 14.68' 135.88' 7.35' 14.67' N 56°45'51" E 6°11'24"C9 18.80' 237.55' 9.41' 18.80' N 09°24'00" W 4°32'08"C10 89.75' 151.91' 46.23' 88.45' N 60°25'39" E 33°51'03"C11 134.40' 317.84' 68.22' 133.40' N 89°27'58" E 24°13'39"C12 124.94' 348.66' 63.15' 124.27' S 36°02'18" W 20°31'52"C13 93.95' 110.98' 50.00' 91.17' N 22°03'02" E 48°30'14"L5A N05°19'14"W 13.87 MARK S. BECKLER, L.S. #28643L67S10°38'46"W40.66'L68S10°38'46"W59.19'L69S04°29'39"E85.49'L70S41°06'24"W174.72'L71S01°22'15"E102.96'L72S01°15'37"W77.73'C44 113.98 200.00 58.58 112.44 S 11°27'49" W 32°39'06"C45 46.49 200.00 23.35 46.38 S 34°26'52" W 13°19'02"L46S04°18'16"W54.00'L47S27°25'59"E56.34'L48S66°35'36"E85.52'L49S31°09'36"E62.82'L50S19°53'05"E98.10'ALIQUOT MONUMENT REPORT NOTE C) MONUMENT REPORT FILED TI-JIS SURVEY PER COLORADO STATE STATUTE REQUIREMENTS. © ACCESSORIES AND MONUMENT FOUND PER THIS SURVEY CONSISTENT WITH MONUMENT REPORT FILED ON APRIL 3, 1996 BY FRANK W. HARRINGTON, L.S. 19598. l•JCTICE: .>sU:::,~[ill•II:, T:1 CO_CR,'\CJ __ :c.,1'i (~:.J \11.IST ~::~f/HC:l,ICE ,:,·,r· _E~,-"-_i;('-;JI·-. ,'/'-:',II, IIP:~>\J f'JJ/ [)111•.-:T 11-J Tl le', :;11"?\/I'' '01-Tl R--\',/,,!", ,-\ITR YCU IPST ::1sc:,·J[R su,:1 I D[ITC-. 1-. r-w [\'=I\T l•.P.\' ·' '{ iS:TlCl·J U,\'.::LU UI':) /J·.Y --'LI L~:1 ll·J 1111':i ':u1·,_._·( UL •~:uf_,IVU•K:_u hL:IIL lli._1,1 IUJ y::;,.=c:s FC:~1-,1 TI--E [1i,TE CF ,:u:-FCATIC'-1 SHU\·'.'\ -:J<::::1\ (DFOUND 1973 BLM BRASS CAP NW COR SEC.27 FOUND REBAR AND CAP L.S. #ILLEGIBLE B.L.M. PARCEL NO. 2393-163-00-954 N 00"26'57" E fllj>----------------------------------------------------~t------765.26' ------------------------', -----------' ' ' ' " " ' ' ' ' " " ' ' ' " " ' ' ' ' " " ' ' ' ' "-"-' ' "-LOW FAMILY RED HILL RANCH, LLC PO BOX 791 CARBONDALE, CO 81623 PARCEL NOS. 2393-223-00-184 & 2393-223-00-185 REC. NO. 910455 (MOST CURRENT PER GARCO. WEBSITE) ' ~ 513.59' '-----.. (DFOUND 1973 BLM ---------------BRASS CAP NW COR SEC.27 FOUND WITNESS CORNER REBAR AND CAP L.S. #5933 ' ----------------' --------' ' "-' ' ' ' KENNETH WILLIAM RILEY, JR. PO BOX584 CARBONDALE, CO 81623-0584 PARCEL NO. 2393-272-00-037 1 REC. NO. 472830 (LOT 1, LEONARD SUB. EXEMP. PLAT) / 356.04' B.L.M. PARCEL NO. 2393-163-00-9S4 ' ' ' ' ' ' ' ' ' ' ' ' ' FOUND REBAR AND CAP L.S. #5933 BEARS N89D15'22" E 10.10' 765.26' QUISENBERRY, RICHARDS. JR & NANCY JO 782 CR 107 CARBONDALE CO 81623-0626 PARCEL ND. 2393-272-D0-019 REC. NO. 933555 (MOST CURRENT PER GARCO. WEBSITE) HOLY CROSS ELECTRIC EASEMENT REC. NO. 373304 (NO WIDTDH GIVEN) CENTERED OVER EXISTING OVERHEAD LINE 283' IN LENGTH OVERHEAD UTILITY POLE (TYP.) TELEPHONE PEDESTAL FOUND REBAR AND CAP LS. #14111 ALSION K. OSIUS MICHAEL L. BENGE PO BOX 1972 CARBONDALE, CO 81623-4972 PARCEL NO. 2393-272-00-038 REC. NO. 472830 (LOT 2, LEONARD SUB. EXEMP. PLAT) 449.08' Noo·o1'24"E ., 0 2688.96' 3 ELECTRIC METERS STRA2ZA, ANN E. & CRAIG, R. PO BOX 358 CARBONDALE, CO 81623 PARCEL NO. 2393-272-00-003 FOUND REBAR AND CAP LS. #14111 100 50 100 ~ I I 100 1024.43' PARCEL 1 (CURRENT DEDICATION) 809,323 SQ. FT.+/-18.579 AC. +/-200 400 l __ ~I G)ouND 1973 BLM BRASS CAP Wl/16 SEC.27 PAUL ALAN FRONING and LINDA SINGER FRONING PO BOX545 -__ / -t-' .,, ';;, G'~ 20' WIDE WATERLINE AND ~'" WELL ACCESS EASEMENT f('I PER REC. NO. 353934 ~ REVISED THIS PLAT, SEE SHEET 3 -C3 CARBONDALE, CO 81623-054S PARCEL NO. 2393-272-00-032 REC. NO. 755267 EXISTING GRAVEL SURFACE C4 L5A cs 30' UTILITY AND ACCESS EASEMENT PER REC. NO. 353934 AMENDED PER THIS PLAT, SHEET 3 l6 30' UTILITY & WATER WELL MAINTENANCE ACCESS EASEMENT REC. NO. 414491 ON PARCEL 2 AND ADJOINING PARCELS TO SOUTHEAST CENTERLINE SHOWN 257.19' 8 m m "' 0 a, .;' co "' '° m "' 0 m ,.., -I!) z cc <( LJ.J cc u.. 0 V) ~ cc -3: ,.., N ,.., 0 • gg z B.L.M. PARCEL NO. 2393-163-00-954 REC. NO. 921005 (MOST CURRENT PER GARCO. WEBSITE) ' / I 2652.68' 40' WIDE COUNlY ROAD 107 PER: REC. NO. 134671 {QUIT CLAIM DEED) _ 916.70' AND REC. NO. 135302 (ROAD MAP) (GRAVEL SURFACE) BLM ~ ~' ,' ,,~ ", ~==-:;;,;/ j! ff ~,~, / "',' ,,~~1-,/ 367.1:,' i2lFOUND 1973 BLM 'iRASS CAP Wl/4 SEC.27 'rl.~-------"'!!-i''''ei'~~, 186.19' ~> ~ -~A;E~n~ :o:A:N-A L. BAKER ~ PO BOX 787 1 CARBONDALE, CO 81623-0787 PARCEL NO. 2393-284-00-021 , REC. NO. 510008 • 30' ACCESS EASEMENT REC. NO. 414678 BOOK 783 PAGE 705 \ '{_MOST CURRENT PER GARCO. WEBSITE) ' \ \._ CONKUN}~CHAEL 36 PCT ----..... PO X1301 ' CARBON□ LE, CO 81623 ' ' ~ _ -, \ PARCEL NO. 2 ~3-284-00-020 \ REC. NO. 834194 (~T CURRENT PER GAACO WEBSITE) ' " GRK B/11/2021 G;\2008\26189 Froninr.i\SURVEY\Surwy DWGs\Ph:it from LDD\2B1B9 FRONING PLAT.dwg FINAL PLAT OF:FRONING FAMILY SUBDIVISIONSITUATED IN GOVERNMENT LOT 4, SECTION 27, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.COUNTY OF GARFIELD, STATE OF COLORADOSHEET 3 OF 3SOPRIS ENGINEERING -LLCCIVIL CONSULTANTS 502 MAIN STREET,SUITE A3 CARBONDALE, COLORADO 81623(970) 704-03111 inch = ft.( IN FEET )GRAPHIC SCALE0 MARK S. BECKLER, L.S. #28643LINE TABLELINE BEARING LENGTHL2 N 23°53'41" E 31.37'L3 N 34°01'34" E 76.90'L4N 30°57'44" W 113.63'L5N 28°58'35" E 90.46'L6 N 16°45'19" E 50.86'L7N 86°12'22" E 13.68'L8 N 32°19'22" E 112.82'L9 N 34°31'22" E 152.34'L10 N 26°03'22" E 134.77'L11N 24°09'22" E 101.18'L12 S 41°10'30" W 86.46'L13 N 22°43'22" E 94.79'L14N 26°28'12" E 88.88'L15S 11°40'03" E 64.13'L16 S 07°07'57" E 71.96'L21 S 34°41'31" W 4.83'L23 N 53°46'54" E 55.34'L24 S 27°01'12" W 146.02'L25 S 45°30'26" E 10.90'L26 S 21°18'58" E 62.50'L27 S 34°41'31" W 44.89'L28 S 25°10'13" W 77.46'L30 S 86°04'54" W 48.93'L31 S 11°47'53" E 64.38'L32 N 03°48'06" W 78.50'L33 N 16°45'39" E 13.01'L35 N 02°31'41" E 60.60'L36 N 04°07'36" W 39.78'L37 N 20°11'33" W 52.37'L38 S 82°56'11" W 75.37'L39 N 62°38'48" W 86.96'L40 N 59°25'48" E 46.47'L41S 16°45'39" W 70.11'CURVE TABLECURVE LENGTH RADIUS TANGENT CHORD BEARINGDELTAC142.54 240.5821.32 42.48 N28°57'41"E 10°07'48"C2 116.55 102.7565.45 110.40 S01°31'55"W 64°59'24"C3 119.51 114.2365.87 114.13 N00°59'35"W 59°56'32"C4172.04 287.3988.68 169.48 S11°49'41"W 34°17'54"C5104.54 271.3252.92 103.89 N05°43'03"E 22°04'31"C670.92 151.9136.12 70.28 N30°07'44"E 26°44'59"C714.68 135.887.3514.67 N56°45'51"E6°11'24"C9 18.80 237.559.41 18.80 N09°24'00"W 4°32'08"C10 89.75 151.9146.23 88.45 N60°25'39"E 33°51'03"C11134.40 317.8468.22 133.40 N89°27'58"E 24°13'39"C12 124.94 348.6663.15 124.27 S36°02'18"W 20°31'52"C13 93.95 110.9850.00 91.17 N22°03'02"E 48°30'14"C14 126.58 100.0073.36 118.30 N09°14'37"W 72°31'38"C15 33.78 80.0017.14 33.53 S33°24'42"E 24°11'28"C16 102.64 105.0055.84 98.60 S06°41'17"W 56°00'28"C17 24.10 145.0012.08 24.07 N29°55'52"E 9°31'18"C18 68.04 195.0034.37 67.70 S06°11'41"W 19°59'34"C19 69.20 150.0035.23 68.59 S09°24'51"W 26°25'56"C20 71.78 200.0036.28 71.39 N06°28'46"E 20°33'45"C21 11.47 38.005.78 11.43 N06°07'19"W 17°18'00"C22 11.61 100.005.81 11.61 S00°47'58"E 6°39'17"L44S 25°10'13" W 49.71'L45N 64°49'47" W 29.73'PROPOSED AND REMAINING EASEMENTS AND PROPOSED LOTSMONUMENT NOTE:ALL EXTERIOR BOUNDARY CORNERS HAVE BEEN SET. ALL INDIVIDUAL PARCEL CORNERS"SHALL BE MARKED WITHIN ONE YEAR OF THE EFFECTIVE DATE OF THE SALES CONTRACT."PER C.R.S. 38-51-105 (1)(b)PLAT NOTES:1. CONTROL OF NOXIOUS WEEDS IS THE RESPONSIBILITY OF THE PROPERTY OWNER.2. NO OPEN HEARTH SOLID-FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN THE SUBDIVISION. ONE (1) NEW SOLID-FUEL BURNING STOVE AS DEFINED BY C.R.S. 25-7- 401,ET.SEQ., AND THE REGULATIONS PROMULGATED THEREUNDER, WILL BE ALLOWED IN ANY DWELLING UNIT. ALL DWELLING UNITS WILL BE ALLOWED AN UNRESTRICTED NUMBEROF NATURAL GAS BURNING STOVES AND APPLIANCES.3. ALL EXTERIOR LIGHTING SHALL BE THE MINIMUM AMOUNT NECESSARY AND THAT ALL EXTERIOR LIGHTING SHALL BE DIRECTED INWARD AND DOWNWARD, TOWARDS THEINTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES.4. COLORADO IS A "RIGHT-TO-FARM" STATE PURSUANT TO C.R.S. 35-3-11, ET. SEQ. LANDOWNERS, RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT THE ACTIVITIES,SIGHTS, SOUNDS AND SMELLS OF GARFIELD COUNTY'S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY WITH A STRONG RURALCHARACTER AND A HEALTHY RANCHING SECTOR. THOSE WITH AN URBAN SENSITIVITY MAY PERCEIVE SUCH ACTIVITIES, SIGHTS, SOUND, AND SMELLS ONLY AS INCONVENIENCE,EYESORE, NOISE AND ODOR. HOWEVER, STATE LAW AND COUNTY POLICY PROVIDE THAT RANCHING, FARMING AND OTHER AGRICULTURAL ACTIVITIES AND OPERATIONS WITHINGARFIELD COUNTY SHALL NOT BE CONSIDERED TO BE NUISANCES SO LONG AS OPERATED IN CONFORMANCE WITH THE LAW AND IN A NON-NEGLIGENT MANNER. THEREFORE,ALL MUST BE PREPARED TO ENCOUNTER NOISES, ODOR, LIGHTS, MUD, DUST, SMOKE, CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE ANDDISPOSAL OF MANURE, AND THE APPLICATION BY SPRAYING OR OTHENRUISE OF CHEMICAL FERTILIZERS, SOIL AMENDMENT, HERBICIDE, AND PESTICIDES, ANY ONE OR MORE OFWHICH MAY NATURALLY OCCUR AS PART OF LEGAL AND NON-NEGLIGENT AGRICULTURAL OPERATIONS.5. ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAW AND COUNTY REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCESAND IRRIGATION DITCHES, CONTROLLING WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING, AND OTHER ASPECTS OFUSING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILITIES AND ACT AS GOOD NEIGHBORSAND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE FOR SUCH INFORMATION IS "A GUIDE TO RURAL LIVING & SMALL SCALE AGRICULTURE" PUT OUT BY THECOLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY.6. BASED ON THE ANALYSIS OF THE SUB-SOILS ON THE PROPERTY, INDIVIDUAL SEWAGE DISPOSAL SYSTEMS AND FOUNDATION DESIGNS ARE REQUIRED TO BE CONDUCTED BY AREGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE WITHIN THE STATE OF COLORADO. THESE STUDIES AND PLANS SHALL BE SUBMITTED WITH INDIVIDUAL BUILDINGPERMIT APPLICATION FOR EACH LOT. THE COST OF THESE STUDIES SHALL BE BORNE BY THE INDIVIDUAL PROPERTY OWNER.7. A SITE-SPECIFIC SOILS AND FOUNDATION INVESTIGATION SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION FOR EACH LOT WITHIN THE FRONING SUBDIVISION.8. RESTRICTIONS REGARDING ANIMAL CONTROL, FENCING AND PREVENTION OF CONFLICTS WITH WILDLIFE SHALL BE INCLUDED IN THE PROTECTIVE COVENANTS COMPLIANT WITHTHE RECOMMENDATIONS OF COLORADO WILDLIFE SCIENCE, LLC CONTAINED IN A REPORT DATED AUGUST 2010.9. ALL STREETS ARE DEDICATED TO THE PUBLIC USE BUT WILL BE OWNED AND MAINTAINED BY HOMEOWNER'S ASSOCIATION. ALL STREETS WILL BE CONSTRUCTED TO STANDARDSCONSISTENT WITH ARTICLE VLL, SECTION 7-107 ROADWAY STANDARDS, OF THE LUDC, UNLESS SPECIFIC SECTIONS HAVE BEEN WAIVED BY THE BOARD OF COUNTYCOMMISSIONERS. REPAIR AND MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE INCORPORATED HOMEOWNERS ASSOCIATION OF THE SUBDIVISION.10. THE MINERAL RIGHTS HAVE NOT BEEN SEVERED FROM THE SURFACE PARCELS HOWEVER THE FUTURE SALE OF THE SITES MAY SEVER THESE RIGHTS.11. LOT 3 HAS BEEN CREATED AS A SINGLE PARCEL WITH THE ALLOWANCE FOR ONE SINGLE FAMILY HOME ON THE 5.006-ACRE SITE WITHIN THE SHOWN BUILDING ENVELOPE.12. LOT 4 HAS A BUILDING ENVELOPE WHICH IS LARGELY OCCUPIED BY A SAGE FIELD USED AS BROWSE FOR ELK AND MULE DEER. ANY DEVELOPMENT ON THE SITE IS SUBJECT TO AWILDLIFE MITIGATION PLAN AS PREPARED BY COLORADO WILDLIFE SCIENCE, DATED NOVEMBER 29, 2019. THE REQUIREMENT IS TO RESTORE A MINIMUM OF 0.45 ACRES OF ASAGEBRUSH FIELD ON OR IMMEDIATELY ADJACENT TO LOT 4 AS PART OF THE BUILDING PERMIT AND DESIGN REVIEW PROCESS BY THE FRONING SUBDIVISION HOA. AMITIGATION PLAN TO REPLACE PORTIONS OF THE SAGEBRUSH FIELD THAT WILL EVENTUALLY BE OCCUPIED BY THE BUILDING FOOTPRINT AND OTHER SUCH IMPROVEMENTSWITH THE CUTTING AND REMOVAL OF PINYON/JUNIPER TREES TO HELP REGENERATE THE SAGE FIELD WILL BE EVALUATED AS PART OF THE SUBDIVISION DESIGN REVIEWPROCESS; FOLLOWED BY A SIGN OFF BY GARFIELD COUNTY COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO ISSUANCE OF A BUILDING PERMIT. THE WILDLIFE MITIGATIONPLAN IS AN EXHIBIT TO THE SUBDIVISION COVENANTS AND ARE RECORDED AT RECEPTION # _________________.13. A SITE SPECIFIC GRADING AND DRAINAGE PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION FOR EACH LOT WITHIN THE FRONING SUBDIVISION PER THESUBDIVISION APPROVALS AND IN COMPLIANCE WITH SECTION 10.10 OF THE COVENANTS. AS PART OF THE GRADING AND DRAINAGE PLANS AND REQUIREMENTS, EACH LOTSHALL PROVIDE A MINIMUM OF 335 FT.³ OF STORM WATER DETENTION VOLUME.FOUND MONUMENT AS DESCRIBED ON SHEET 2SET NO. 5 REBAR W/1.25" PLASTIC CAP, L.S. 28643FOUND B.L.M. AS DESCRIBED ON SHEET 2L51L52L53L54L55L56L57L58L59N4° 19' 05"WS10° 28' 58"ES89° 57' 06"WN60° 38' 58"WN0° 02' 54"WN45° 17' 47"WN24° 41' 45"ES3° 48' 06"EN7° 25' 29"E87.37'76.98'99.79'75.96'51.88'75.65'85.19'64.61'25.93'C28C29C30C31C32C33C34C35C36C37C38C39C4024.10'102.64'33.78'126.58'69.20'71.78'81.23'68.01'51.06'73.79'56.08'68.04'73.62'145.00'105.00'80.00'100.00'150.00'200.00'85.00'85.00'85.00'55.00'200.00'195.00'245.00'12.08'55.84'17.14'73.36'35.23'36.28'44.01'35.94'26.33'43.65'28.23'34.37'37.09'9°31'18"56°00'28"24°11'28"72°31'38"26°43'21"20°33'45"54°45'07"45°50'26"34°25'01"76°52'16"16°03'57"19°59'34"17°12'59"N29° 55' 52"ES6° 41' 17"WS33° 24' 42"EN9° 14' 37"WS9° 24' 56"WS6° 28' 46"WS44° 08' 13"WS85° 34' 01"EN79° 51' 18"WS58° 37' 41"ES12° 09' 35"ES6° 11' 41"WS4° 48' 23"W24.07'98.60'33.53'118.30'68.59'71.39'78.17'66.21'50.29'68.38'55.90'67.70'73.34'L60L61L62L63L64L65L66L67L68S15° 07' 53"WS33° 04' 37"ES68° 47' 45"ES28° 53' 14"ES38° 29' 54"ES75° 21' 15"ES57° 30' 17"ES86° 13' 58"ES65° 24' 06"E54.90'35.79'43.12'46.81'60.30'52.38'130.03'108.47'38.73'C8 101.92' 210.85'51.98' 100.93' N 21°50'27" E 27°41'43"L69L70L71L72L73L74S74° 41' 16"WS65° 24' 31"WS40° 14' 11"WN55° 18' 29"WN34° 41' 31"EN55° 18' 29"W77.04'87.56'156.83'41.42'56.04'38.41'PROPERTY AREA PARCEL 1 (PER DEDICATION) 18.579 PARCEL 2 (PER DEDICATION) 12.269 TOTAL= 30.848 LOT 1 (THIS PLAT) 10.853 LOT 2 (THIS PLAT) 4.983 LOT 3 (THIS PLAT) 5.006 LOT 4 (THIS PLAT) 5.002 LOT 5 (THIS PLAT) 5.004 TOTAL= 30.848 AC.+/-AC.+/-AC.+/-AC.+/-AC.+/-AC.+/-AC.+/-AC.+/-AC.+/------40' WIDE COUNTY ROAD 107 PER REC. NO. 134671 (QUIT CLAIM DEED) AND REC. NO. 135302 (ROAD MAP) (GRAVEL SURFACE) 30' UTILITY & WATER WELL MAINTENANCE ACCESS EASEMENT REC. NO. 414491 ON PARCEL 2 AND ADJOINING PARCELS TO SOUTHEAST CENTERLINE SHOWN Cl ---------___ ., ----I , I I I I , ------~ 20' UTILITY EASEMENT PER THIS PLAT CENTERLINE DESCRIBED I I I 10' RIGHT-OF-WAY EASEMENT / (HATCHED) ----r---AIJ I I I I I N90"00'00"E 151.17' I L75 't;, L7 ___ ,.:,i: ' IV, J; .,t ~ -'00 ~ I -/ / ,., <._ I 7" 1'·1 \ :\ (;, ' ~ ''S/ I~ $ ;,, 11•<,11:so" vJ _J, -t<>\ '.:,. /'\ S _ -, -I Z>.Fi!--.,}_::: -191.114 \ \ 21 I I ' \ \ ·1 I \ HOLY CROSS ELECTRIC EASEMENT REC. NO. 373304 I i1 \ i \ / 20' EXISTING OVERHEAD LINE FOR 283' -_j_~--J~~---------\\ S4" 53' 08"E, 314.32' 1 I \ (NO WIDTH GIVEN) CENTERED OVER 20' EMERGENCY ACCESS EASEMENT I l,L----"-:--CENTERLINE, THIS PLAT ;' _).,_', \ . i \ 1 ,' 1 \ 20' WIDE WATERLINE AND , I I I I I I I I I I I I / I I I LOT2 4.983 ACRES+/-lO' ___,./1 \ .' \.. 'i., . \ 1 \ WELL ACCESS EASEMENT \ \ :::=2=======~=-PER REC. NO. 353934, REVISED THIS PLAT \\ . , . v,'\,_ / .✓.\.40:: 20' WIDE UTILITY EASEMENT, THIS PLAT · ' "'.S .. , · \ -t, CENTERLINE DESCRIBED -N82"44' 54 .. W , , '-. . .. \ t~<r_,, • .. ,.;, ~Cr ---150.0E,Y'' •., ; -:\-. \"'· !S/·1 --;,~,~ "\ :\, \ '¾,ft\·~ S Cl>, 1 I -,._ fxJ/ BUILDING ENVELOPE ''/l,.~,.t;;; .. • .··•· •. I 10, \ !O 0.512 ACRES +/-•"' )" <" ! 20, \ ..,/ ::r ; ' !fl ;.,Z-; , \ rv o~,,,/ / :;f,j _ !,/!,/ ', \ -,,. I . , BUILDING ENVELOPE LOT 1 10.853 ACRES+/-582.44'54"E 16 -, <ef . /2/. / If;, 4.505 ACRES+/-\ 3,21 I 1 ; ,.. ,v I I ,V /.t-i \ ~·/:/?' /~ \ -s 82•07•32" E 7 ! I/ """"'"' \ _ )s, -_ 221,95, , · , "' S82•07•32"E -_ _ . 1 , \ "?1 153.2s• r ~o 1 , , \ [2 1r'\11u,. "'-..... T-fj {fj I i q I \t-l '-'-., ), s/ BUILDING ENVELOPE 1 ' I\ ', ' ~6./• !!1' , F,, 0.617 ACRES+/-_ '\'t \ ', ~ -L53-,.,__as, :/.,\ 1 I LOT 3 :-' / ~ \? 1 ,.,. , , \~_. '19-t. ;!)6" t: 11I "'t · !ii , w 1 " , ·S;,, '-' : I , 5.006AC.+/-fL ~\:ll \~ II\ b ~I ',' \ 1,1 ~1,\1 \, S79"4g~s•'f _ ~ ! I J i I BUILDING ENVELOPE s ' , , 1\ 17341• , : q, 1~ o.726ACRES+/-" 61-as, , , } /!I; / , L._ <s-6''-), >91•0s~6"1: ,,f I\\ 1 -.........._S6:5o ; ; 'S.>' -i:,, "I / ' , '-'\ <ii' <<"e "' , / \ \ \ ; : ~-•a> .____ 1 ~ ,(/;, \:,,~~-==L~&_2f -, ~9' _,,,'£ z -------....,.=-""-c-__ ,_:'~RIVATEACCESS&UTILITYEASEMENT 3o'AccEss&uT1L1TYEASEMENT REC.N0.39asos / '/ '----,ff,~--rL67 THIS PLAT =-~ /, , m-,, 1----aNLv WITHIN PARCEL 2, CENTERLINE NOT DEPICTED / ' / -S , ~--~-' ,L68 _____ ~'..::._.,____.S"'o.,,,, LOTS ----/ ' 20'PRIVATETRAILEASEMENT(CENTERLINE) ',,, "·b S.004ACRES+/-/; THIS PLAT ~ '--I: I' 2!!'1q _ ~8~0!'._21"W 273.76' L6i;-/ , --:::-.:_, , :;;i ----I L65'/--~ UJ .. N .... D ~ ,. ~I "' ~I L64_/\ '-\ 6<li I BUILDING ENVELOPE ., -', \ \ ~s~, t'. I 0.848 ACRES+/-:;'.'.I~ LOT 4 L6~ v ,:}, 01,.,, 5.002 ACRES+/-, , -l:ll ~I.... L6 , ~' ~ --_sss· Ol,'.21".E_ 273.76'_ ..., L61-")\\ 874.38' L6Cl--'f' 1 NSB"o112111w ·-90.03• -<LL (BASIS OF BEARING) 1305.36' 166.76' 174.19' 100 00 100 200 400 I I_I 100 [\ICTICI: ·\CC:::,;rnhJC: TJ co Cfc.\CJ ;.,,-; '(::::J \1UST ::::::::t/1r1,1,:x ,'.,r· 1::::,'. i\C or·. l.!/,:Oll) LW''..H /J-1( Llll U_'.I 11,1 II I'., '.:;U ?'>/L'' 'fi II 1-: __ YL/, b Af-lR YCU f-1-<SI JISC:J•/t.C: ~'IJCH LlU-t.C h r·m t.•/=-~-1 1-.PY ,S\Y :._:.:11c1•J BASED LIP:J\ Al<i JEFE::::T 11·1 THIS S_,p·,,::f BE COH\'El·ICC:D t-,CRE -H."-l·J TEI-I '(=/,(S IC:~,•A Tl [ [li',T[ 01 ,TVIC/,Tl~'•J SIIO'i," T=J l __ ~I .... / D \'; :.,. co .... .... "' N "' GRK B/11/2021 G;\2008\28189 Froning\SURVEY\Survey DWGs\Plat from LDD\28189 FRONING PLAT.dwg COUNTY ROAD 107LOT 5 5.00 Acres LOT 3 5.01 Acres LOT 2 4.98 Acres LOT 4 5.00 Acres 1+ 0 0 2+003+004+ 0 0 5+00 6+00 7+00 8+009+0010+0011+0012+0013+001 4 + 0 015+0016+0017+0017+56BP: 1+00.00EP: 1 7 + 5 5 . 6 3 PC: 1+22.36PC: 2+16.00 PC: 2+86.83 PC: 3+74. 9 2 PC: 5+25.69PC: 6+63.70PC: 8+9 6 . 0 5 PC: 10+46.33 PC: 1 2 + 7 3 . 0 5PC: 13+85.21PC: 14+8 9. 9 3 PC: 1 6 + 5 7 . 0 1 PT: 1+56.55 PT: 2+32.63 PT: 3+16. 9 6 PT: 4+50.33 PT: 5+76.75PT: 8+12 . 9 4 PT: 9+67.83 PT: 1 1 + 2 7 . 0 2 PT: 13+74.31PT: 14+2 7. 4 3 PT: 1 6 + 1 2 . 1 2 PT: 1 6 + 7 7 . 7 9 ETETETETETETETETET2''W2''W2''W2''W2''W6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL2''WL2''WL2''WL 2''WL 2''WL 2'' W L 2'' WL 2''WL 2''WL 2''WL TELTELTELTELTELTELTELTELTELTELT E L T E L TEL TEL TEL TEL TEL UEL UEL UEL PROPOSED ELECTRIC CONNECTION TOEXISTING POWER POLE. COORDINATE UTILITY LINEWORK WITH HOLY CROSS. EXISTING WELL CONTRACTOR TO REMOVE EXISTINGOVERHEAD TELEPHONE. COORDINATE UTILITY LINEWORK WITH CENTURY LINK (LUMEN). PROPOSED TELEPHONE CONNECTION TOEXISTING UTILITY POLE. COORDINATE UTILITY LINEWORK WITH CENTURYLINK (LUMEN). PROPOSED 10,000 GALLON UNDER GROUND WATER STORAGE TANK(S) FOR DOMESTIC AND FIRESTORAGE. CONTRACTOR SHALL PROVIDESUBMITTAL FOR REVIEW AND APPROVAL PRIOR TOCONSTRUCTION. TWO 8' DIAMETER, 5,000 GALLON TANKS SHOWN. TOP=6522.0±, BOTTOM=6514.0± 20.00' UTILITY EASEMENT.RE: FINAL PLAT 40.00' ACCESS &UTILITY EASEMENT 40.00' ACCESS & UTILITY EASEMENT 40.00' ACCESS &UTILITY EASEMENT PROPOSED LOT LINE (TYPICAL) EXISTING DRIVEWAY ALIGNMENT TO BE USED FOR LOT 4DRIVEWAY ACCESS OR TO BE REVEGETATED. THE FINAL LOTDRIVEWAY ALIGNMENT WILL BE DETERMINED AT THE TIME OF BUILDING PERMIT. PROPOSED BUILDING ENVELOPE (TYPICAL) EXISTING GRAVEL ROAD TO BE REVEGETATED. EXISTING GRAVEL ROAD PROPOSED BUILDINGENVELOPE RE: FINAL PLAT EXISTING ASPHALT ROAD 6360 6370 6380 6390 6400 6410 6 4 2 0 643 0 6 4 4 0 64 5 0 6460 6470 6480 649065006510 6520 6530648064906500651065206530 64506460647064806490650065 1 0 6 5 2 0 641064206430644064506460 647063906400641064206 4 3 0 64 4 0 6450646064 7 0 64 8 0 63406350 636 0 6370 63 8 0 6390 64 0 0 6410 64 2 0 PROPOSED UNDERGROUND TELEPHONE ALIGNMENT. CONTRACTOR TO REMOVE EXISTINGOVERHEAD TELEPHONE. COORDINATE UTILITY LINEWORK WITH CENTURY LINK (LUMEN). 30.00' ACCESS & UTILITY EASEMENTRE: FINAL PLAT. 20.00' TRAIL EASEMENT.RE: FINAL PLAT. PROPOSED WATERSTORAGE TANK AND ACCESSEASEMENT. RE: FINAL PLAT. COORDINATE UTILITY BURIAL AND CONSTRUCTIONWITH THE ADJACENT PROPERTY OWNERS. LOT 1 10.85 Acres PROPOSED BUILDINGENVELOPE RE: FINAL PLAT PROPOSED BUILDINGENVELOPE RE: FINAL PLAT. PROPOSED BUILDING ENVELOPE RE: FINAL PLAT 20.00' UTILITY EASEMENT65006510652065306540 LEGEND UEL 6'' WL ET TEL 2'' WL ot oe OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 28189JOB NO. DATE:08-11-2022 502 MAIN STREETCARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY JPP JPP YTN DATE REVISION C-2.1 DRAWING NO. TITLE G:\2008\28189 FRONING\CIVIL\CIVIL DWGS\PLOT\28189-C21-SITE.DWG - Aug 11, 2021 - 8:58amSITE & UTILITY PLANFRONING SUBDIVISIONGARFIELD COUNTY, COLORADOFINAL PLANMEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's R 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 MATCHLINE THIS SHEET 1. THE CONTOUR INTERVAL OF THIS MAP IS 2 FEET. THE EXISTING CONTOURS ARE FROM A LIDAR AERIAL SURVEY SUPPLEMENTED BY A SITE SURVEY SHOTS. VERTICAL DATUM IS NAVD 88 2. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE LIMITS OF CONSTRUCTION. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER(S) INVOLVED. 3. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, LOCATES OR OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. 4. ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 5. CONTRACTOR TO COORDINATE ALL UTILITY LINEWORK WITH THE RESPECTIVE UTILITY COMPANY PRIOR TO CONSTRUCTION. 6. ALL SITE AND UTILITY WORK SHALL BE IN COMPLIANCE WITH GARFIELD COUNTY RULES & REGULATIONS. 7. AN APPROVED ONSITE WASTEWATER SYSTEM (OWS) WILL BE DESIGNED FOR THE INDIVIDUAL LOT BUILDING PERMIT SET. THE OWS SYSTEM WILL BE LOCATED AND DESIGNED IN COMPLIANCE WITH THE CURRENT COUNTY AND STATE OWS REGULATIONS WITH RESPECT TO STORMWATER FLOW AND DETENTION. 8. THE PROPOSED PRIVATE ONSITE WATER SYSTEM PROVIDES GRAVITY SERVICE TO EACH LOT. THE WATER SYSTEM PROVIDES POTABLE AND FIRE SPRINKLER FLOW, BUT DOES NOT PROVIDE ADEQUATE SERVICE PRESSURE. EACH LOT WILL THEREFORE BE REQUIRED TO INSTALL A BOOSTER PUMP TO PROVIDE ADEQUATE PRESSURE FOR DOMESTIC AND FIRE SPRINKLER USE. 9. THE ON LOT CONSTRUCTION SHALL COMPLY WITH THE DRAINAGE AND DETENTION REQUIREMENTS SPECIFIED IN THE GARFIELD COUNTY RULES & REGULATIONS. 10. ALL LOTS MUST SUBMIT GRADING AND DRAINAGE PLANS PER SECTION 10.10 OF THE SUBDIVISION CC&R’S PRIOR TO CONSTRUCTION TAKING PLACE ON ANY LOT. AS A PART OF THE LOT GRADING AND DRAINAGE PLANS, EACH LOT SHALL PROVIDE: A MINIMUM OF 335 CUBIC FEET OF STORMWATER DETENTION VOLUME IN ORDER TO PROVIDE THE REQUIRED PRE-POST DETENTION VOLUME SPECIFIED IN THE FRONING FAMILY PUD SUBDIVISION ENGINEERING REPORT, OR SHALL PROVIDE STORM WATER DETENTION VOLUME CALCULATIONS SHOWING DEVELOPED LOT STORM WATER RUNOFF IS LESS THAN OR EQUAL TO THE PRE-DEVELOPMENT RATE. GENERAL SITE & UTILITY NOTES: N.T.S. LC 1. SNOW STORAGE AREAS SHOWN ON THIS PLAN ARE INTENDED TO SHOW THE GENERAL STORAGE LOCATION ONLY. THE PROPOSED 20' ROAD SECTION IS WITHIN A 40' ACCESS EASEMENT. THE GENERAL STORAGE LOCATION IS ADJACENT TO THE ROAD SECTION WITHIN THE 10' SETBACK WITHIN THE ACCESS EASEMENT ON EITHER SIDE OF THE ROAD. ACTUAL STORAGE LOCATIONS WITHIN THE EASEMENT MAY VARY. THE SETBACK AREA PROVIDES MORE THAN ADEQUATE SNOW STORAGE CAPACITY. 2. SNOW PLOWING AND PLACEMENT OF SAND OR GRAVEL ON THE ONSITE ACCESS ROADS WILL OCCUR AFTER ALL MAJOR SNOW STORM EVENTS, AND AS NECESSARY TO MINIMIZE ICE AND SNOW PROBLEMS. THE FRONING FAMILY SUBDIVISION HOA WILL BE RESPONSIBLE FOR WINTER ROAD CLEARING AND MAINTENANCE. 3. ROAD GRADING AND MAINTENANCE WILL OCCUR ONCE EACH YEAR IN THE SPRING AND AS NECESSARY TO PROVIDE SAFE ACCESS TO THE SITE. ROAD MAINTENANCE INCLUDES CLEARING AND RE-GRADING THE BORROW DITCHES ADJACENT TO THE ROAD, AND MINOR GRADING AND PLACEMENT OF GRAVELS TO MAINTAIN THE ACCESS ROAD SURFACE. THE FRONING FAMILY SUBDIVISION HOA WILL BE RESPONSIBLE FOR ROAD GRADING AND MAINTENANCE. SNOW STORAGE & ROAD MAINTENANCE NOTES: MATCHLINE THIS SHEET JO 60 120 240 I_I I __ _____JI ' 60 6" GRAVEL ROAD BASE COMPACTED TO 95% STANDARD PROCTOR. 3% 7 STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT THE NATIVE SOILA MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR. SLOPE PER Pl.AN TO MATCH EXISTING GRADE PROPOSED DRIVEWAY SECTION NOTE: 1) THE DRIVEWAY 3% CROSS SLOPE AND THE DRAINAGE DITCH SHALL BE CONSTRUCTED ON THE UPHILL SIDE OF THE ROAD. ~ II I 11111111 ---'it· ----'~• --ES X PROPOSED GRAVEL ROAD PROPOSED SNOW STORAGE PROPERTY BOUNDARY PROPOSED LOT LINES PROPOSED BUILDING ENVELOPE PROPOSED EASEMENT LINE PROPOSED ELECTRIC & TELEPHONE PROPOSED ELECTRIC PROPOSED TELEPHONE PROPOSED 6" D.I.P. WATER MAIN PROPOSED 2" HDPE WATER SUPPLY PROPOSED 2" PURE CORE WATER PROPOSED 3" HDPE WATER SERVICE PROPOSED FIRE HYDRANT PROPOSED ET SERVICE EX. 2' CONTOUR EX. 10' CONTOUR EXISTING ROADS EXISTING OVERHEAD TELEPHONE EXISTING OVERHEAD ELECTRIC UT/UT/ES TO BE REMOVED below. Call before you dig. RE ... $j. . " 8377 : --~.l~t' O; ueueueueueotototototototototototototototototototototot6360 6370 6380 6390 6400 6410 6 4 2 0 643 0 6 4 4 0 64 5 0 6460 6470 6480 649065006510 6520 6530649065006510 64506460647064806490650065 1 0 6 5 2 0 641064206430644064506460 647063906400641064206 4 3 0 6 4 4 0 6450646064 7 0 64 8 0 63406350 636 0 6370 63 8 0 6390 64 0 0 6410 64 2 0 ue ue ue ue ueotot65006510652065306540OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS JOB NO. DATE: 502 MAIN STREETCARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY DATE REVISION C-2.2 DRAWING NO. TITLE G:\2008\28189 FRONING\CIVIL\CIVIL DWGS\PLOT\28189-C22-EX COND.DWG - Aug 11, 2021 - 9:00amEXISTING CONDITIONS PLAN MEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's R 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 MATCHLINE THIS SHEET MATCHLINE THIS SHEET 1. THE CONTOUR INTERVAL OF THIS MAP IS 2 FEET. THE EXISTING CONTOURS ARE FROM A LIDAR AERIAL SURVEY SUPPLEMENTED BY A SITE SURVEY SHOTS. VERTICAL DATUM IS NAVD 88 2. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, LOCATES OR OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. EXISTING CONDITIONS NOTES: EXISTING ELECTRIC MANHOLE EXISTING DRAINAGE DRY-WELL EXISTING SEWER MANHOLE EXISTING TELEPONE MANHOLE EXISTING UTILITY MANHOLE EXISTING GUY WIRE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING CURB STOP EXISTING GAS METER EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CATV PEDESTAL EXISTING SEWER CLEANOUT EXISTING LIGHT POLE EXISTING SIGN EXISTING LEGEND EXISTING STORM INLET EXISTING CONTOUR EXISTING CONTOUR ELEVATION EXISTING WATER MAINw EXISTING SANITARY SEWER MAINSS EXISTING TELEPHONE ETC EXISTING ELECTRIC ot EXISTING OVERHEAD ELECTRIC ue EXISTING GAS oe EXISTING FIBER OPTIC uc EXISTING STORM SEWER EXISTING CABLE ug FO EXISTING ETC COMMON TRENCH EXISTING EASEMENT EXISTING PROPERTY LINE EXISTING SETBACK EXISTING WOOD FENCE EXISTING WIRE FENCE EXISTING CHAIN LINK FENCE x EXISTING ROCK WALL EXISTING WATER METER 28189 08-11-2021 JPP JPP YTN FRONING SUBDIVISIONGARFIELD COUNTY, COLORADOFINAL PLAN60 JO BO 120 240 I --. I_I I I 60 --5220 - - = ~ cl ® (i) (iJ) >- <tl, ¥ ~ GV ril El III IC) 5 * Iii II below. Call before you dig. COUNTY ROAD 107LOT 5 5.00 Acres LOT 3 5.01 Acres LOT 2 4.98 Acres LOT 4 5.00 Acres 20.00' UTILITY EASEMENT.RE: FINAL PLAT 40.00' ACCESS & UTILITY EASEMENT 40.00' ACCESS & UTILITY EASEMENT 40.00' ACCESS & UTILITY EASEMENT PROPOSED LOT LINE (TYPICAL) EXISTING DRIVEWAY ALIGNMENT TO BE USED FOR LOT 4 DRIVEWAY ACCESS OR TO BE REVEGETATED. THE FINAL LOTDRIVEWAY ALIGNMENT WILL BE DETERMINED AT THE TIMEOF BUILDING PERMIT. PROPOSED BUILDING ENVELOPE (TYPICAL) EXISTING GRAVEL ROADTO BE REVEGETATED. EXISTING GRAVEL ROAD PROPOSED BUILDINGENVELOPE RE: FINAL PLAT EXISTING ASPHALT ROAD 30.00' ACCESS &UTILITY EASEMENT RE: FINAL PLAT. 20.00' TRAIL EASEMENT.RE: FINAL PLAT. PROPOSED WATERSTORAGE TANK AND ACCESSEASEMENT. RE: FINAL PLAT. LOT 1 10.85 Acres PROPOSED BUILDINGENVELOPE RE: FINAL PLAT PROPOSED BUILDINGENVELOPE RE: FINAL PLAT. PROPOSED BUILDINGENVELOPE RE: FINAL PLAT 20.00' UTILITY EASEMENT Slopes Table Number 1 2 3 4 Minimum Slope 0.05% 15.00% 30.00% 45.00% Maximum Slope 15.00% 30.00% 45.00% Vertical Area 714878.81 779807.66 250690.23 129722.36 Color OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 28189JOB NO. DATE:08-11-2022 502 MAIN STREETCARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY JPP JPP YTN DATE REVISION C-2.3 DRAWING NO. TITLE G:\2008\28189 FRONING\CIVIL\CIVIL DWGS\PLOT\28189-C21-SITE.DWG - Aug 11, 2021 - 8:57amSITE / SLOPE ANALYSISFRONING SUBDIVISIONGARFIELD COUNTY, COLORADOFINAL PLANMEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's R 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 MATCHLINE THIS SHEET \ I 30 60 120 240 ~-1_1-1 __ ~1 60 16.0' GRAVEL DHIVEWAY(TYP.) "'1111 1 0 (D ... ----,. ... ,. I I , I I \ \ \ \ ', I I \ (\ )efi'f'~------m ◄ EXISTING ... 1 1 ----~ , -7 I 50' I I I r I ■ I --~1 ---...--.. I \ I I -~-_j i ... R20q' ~ I! __ _ • I I / I / ,/f "'llll l ~----- m i(:j " I .IJ I I I I 1 ► ... --~ .... ,--~ STRUCTURE ,,, ... ----- ---------- ,. I I I , I ' ' ' \ \ \ \ \ \ \ \ ,. ■ ■ ■ below. Call before you dig. COUNTY ROAD 107LOT 5 LOT 3 LOT 2 LOT 4 1+ 0 0 2+003+004+ 0 0 5+00 6+00 7+00 8+009+0010+0011+0012+0013+001 4 + 0 015+0016+0017+0017+56BP: 1+00.00EP: 1 7 + 5 5 . 6 3 PC: 1+22.36PC: 2+16.00 PC: 2+86.83 PC: 3+74. 9 2 PC: 5+25.69PC: 6+63.70 PC: 8+96 . 0 5 PC: 10+46.33 PC: 1 2 + 7 3 . 0 5PC: 13+85.21PC: 14+8 9. 9 3 PC: 1 6 + 5 7 . 0 1 PT: 1+56.55 PT: 2+32.63 PT: 3+16. 9 6 PT: 4+50.33 PT: 5+76.75PT: 8+12 . 9 4 PT: 9+67.83 PT: 1 1 + 2 7 . 0 2 PT: 13+74.31PT: 14+2 7. 4 3 PT: 1 6 + 1 2 . 1 2 PT: 1 6 + 7 7 . 7 9 2''W2''W2''W2''W2''W6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL2''WL2''WL2''WL 2''WL 2''WL 2'' W L 2'' WL 2''WL 2''WL 2''WL TELTELTELTELTELTELTELTELTELTELT E L T E L TEL TEL TEL TEL TELSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF40.00' ACCESS &UTILITY EASEMENT 40.00' ACCESS &UTILITY EASEMENT 40.00' ACCESS &UTILITY EASEMENT PROPOSED LOT LINE (TYPICAL) PROPOSED BUILDING ENVELOPE (TYPICAL) EXISTING GRAVEL ROAD PROPOSED BUILDING ENVELOPE RE: FINAL PLAT EXISTING ASPHALT ROAD 6360 6370 6380 6390 6400 6410 6 4 2 0 643 0 6 4 4 0 64 5 0 6460 6470 6480 649065006510 6520 6530648064906500651065206530 64506460647064806490650065 1 0 6 5 2 0 641064206430644064506460 647063906400641064206 4 3 0 64 4 0 6450646064 7 0 64 8 0 6350 636 0 6370 63 8 0 6390 64 0 0 6410 64 2 0 30.00' ACCESS & UTILITY EASEMENTRE: FINAL PLAT. LOT 1 PROPOSED BUILDINGENVELOPE RE: FINAL PLAT PROPOSED BUILDINGENVELOPE RE: FINAL PLAT. PROPOSED BUILDING ENVELOPE RE: FINAL PLAT 10.0%10.0%12.0%8.5%1.5%10.0 %12.0% 6.0%8.8%9.0%12.0%10.5%10.5%10.5%6.5%2.0:12. 0 %2.0:1INV-OUT=6389.5 INV-OUT=6390.5 INV-IN=6432.1 INV-OUT=6430.5 26 L.F. 12" ADS CULVERT WITH FLARED END SECTIONS 38 L.F. 12" ADS CULVERTWITH FLARED END SECTIONS65006510652065306540 SF OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 28189JOB NO. DATE:08-11-2021 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY JPP JPP YTN DATE REVISION C-3.1 DRAWING NO. TITLE G:\2008\28189 FRONING\CIVIL\CIVIL DWGS\PLOT\28189-C31-GRD.DWG - Aug 11, 2021 - 8:52amGRADING & DRAINAGE PLANFRONING SUBDIVISIONGARFIELD COUNTY, COLORADOFINAL PLANMEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's R 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 MATCHLINE THIS SHEET MATCHLINE THIS SHEET 1. THE CONTOUR INTERVAL OF THIS MAP IS 2 FEET. THE EXISTING CONTOURS ARE FROM A LIDAR AERIAL SURVEY SUPPLEMENTED BY A SITE SURVEY SHOTS. VERTICAL DATUM IS NAVD 88 2. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE LIMITS OF CONSTRUCTION. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER(S) INVOLVED. 3. ALL UTILITIES BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGE TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 4. THESE UTILITIES AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION 5. THE ON LOT CONSTRUCTION SHALL COMPLY WITH THE DRAINAGE AND DETENTION REQUIREMENTS SPECIFIED IN THE GARFIELD COUNTY RULES & REGULATIONS. 6. ALL LOTS MUST SUBMIT GRADING AND DRAINAGE PLANS PER SECTION 10.10 OF THE SUBDIVISION CC&R’S PRIOR TO CONSTRUCTION TAKING PLACE ON ANY LOT. AS A PART OF THE LOT GRADING AND DRAINAGE PLANS, EACH LOT SHALL PROVIDE: A MINIMUM OF 335 CUBIC FEET OF STORMWATER DETENTION VOLUME IN ORDER TO PROVIDE THE REQUIRED PRE-POST DETENTION VOLUME SPECIFIED IN THE FRONING FAMILY PUD SUBDIVISION ENGINEERING REPORT, OR SHALL PROVIDE STORM WATER DETENTION VOLUME CALCULATIONS SHOWING DEVELOPED LOT STORM WATER RUNOFF IS LESS THAN OR EQUAL TO THE PRE-DEVELOPMENT RATE. GENERAL GRADING NOTES: 1. IN GARFIELD COUNTY, ALL CONSTRUCTION PROJECTS WITH OVER 1/2 ACRE OF DISTURBANCE, REQUIRE A CONSTRUCTION STORMWATER DISCHARGE PERMIT FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT (CDPHE), WATER QUALITY CONTROL DIVISION (WQCD). 2. THE PERMIT APPLICATION SHALL BE SUBMITTED AT LEAST 10 DAYS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. 3. THE PERMIT APPLICANT (S) SHALL BE THE OWNER AND/OR THE SITE CONTRACTOR. THE APPLICATION SHALL BE SIGNED BY THE OWNER AND/OR THE SITE CONTRACTOR. 4. STORMWATER MANAGEMENT PLANS (SWMPs) ARE REQUIRED FOR ALL PROJECTS REQUIRING A CONSTRUCTION STORMWATER DISCHARGE PERMIT AND SHALL BE MAINTAINED AND UPDATED ON SITE. THE PERMIT HOLDER MUST IMPLEMENT, MAINTAIN AND INSPECT STORMWATER AND EROSION CONTROLS DELINEATED ON THE SWMPs UNTIL THE SITE IS PERMANENTLY STABILIZED AND THE PERMIT IS INACTIVATED. THE PERMIT COVERS ALL WORK ON THE PROJECT INCLUDING WORK PERFORMED BY SUB- CONTRACTORS AND OTHER ENTITIES. IT IS RECOMMENDED BY THE WQCD THAT A SWMP ADMINISTRATOR BE DESIGNATED FOR THE PROJECT. THE SWMP MUST BE KEPT ON SITE FOR USE BY THE ADMINISTRATOR AND REVIEW BY WQCD PERSONNEL. 5. THE SWMP SHALL BE PREPARED IN ACCORDANCE WITH GOOD ENGINEERING, HYDROLOGIC AND POLLUTION CONTROL PRACTICES. THE SWMP NEED NOT BE PREPARED BY A REGISTERED ENGINEER. THE OBJECTIVE OF THE PLAN SHALL BE TO IDENTIFY BEST MANAGEMENT PRACTICE'S (BMPS) WHICH WHEN IMPLEMENTED WILL MEET THE TERMS AND CONDITIONS OF THE GENERAL PERMIT. THE SWMP SHOULD BE AMENDED AS NEEDED TO REFLECT THE CHANGES/IMPROVEMENTS MADE. 6. THE PERMIT REQUIRES THAT INSPECTION OF THE STORMWATER MANAGEMENT SYSTEM BE PERFORMED AT LEAST EVERY 14 DAYS AND AFTER ANY PRECIPITATION OR SNOWMELT EVENT OCCURS. INSPECTION REPORTS MUST BE MAINTAINED ON SITE AND MADE AVAILABLE FOR REVIEW BY WQCD PERSONNEL. 7. THE OBJECTIVE OF THE STORM WATER MANAGEMENT PLAN INCLUDES BUT IS NOT LIMITED TO MINIMIZING THE AMOUNT OF DISTURBED SOIL, PREVENTING RUNOFF FROM OFF-SITE AREAS FROM FLOWING ACROSS DISTURBED AREAS, SLOWING DOWN THE RUNOFF FLOWING ACROSS THE SITE AND REMOVING SEDIMENT FROM ON-SITE RUNOFF BEFORE IT LEAVES THE SITE. 8. THE INSTALLATION OF BMPS AND SPECIFICATIONS FOR EROSION CONTROLS SHALL BE IN COMPLIANCE WITH THE CDOT EROSION AND CONTROL STORMWATER QUALITY GUIDE. STORM WATER MANAGEMENT NOTES: 1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH GARFIELD COUNTY UNIFIED LAND USE RESOLUTION. 2. CONTRACTOR TO UTILIZE "BEST MANAGEMENT PRACTICES" TO CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCTION. NO SEDIMENT SHALL LEAVE SITE DURING CONSTRUCTION. 3. CONTRACTOR RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF TEMPORARY EROSION CONTROL. 4. THE CONTRACTOR SHALL MAINTAIN SEDIMENT AND EROSION PROTECTION THROUGHOUT THE CONSTRUCTION OPERATION. SILT FENCES OR OTHER NECESSARY EROSION PROTECTION SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS HAVE BEEN REVEGETATED. 5. ENGINEER WILL FIELD VERIFY DURING CONSTRUCTION EROSION CONTROL METHODS AND EXTENT. 6. PERMANENT EROSION CONTROL TO BE PLACED AFTER CUT AND FILL SLOPES ARE IN PLACE, ENGINEER WILL DESIGNATE AREAS FOR EROSION CONTROL, AND DESIGNATE TYPE OF EROSION CONTROL. 7. ALL DISTURBED AREAS SHALL BE SUCCESSFULLY REVEGETATED AND MAINTAINED IN A PREDOMINATLY WEED FREE CONDITION. 8. LOT SPECIFIC EROSION CONTROL WILL BE NECESSARY DURING INDIVIDUAL LOT CONSTRUCTION TO MINIMIZE EROSION AND TO PREVENT SEDIMENT TRANSPORT. EROSION CONTROL NOTES: LEGEND ~ ~ ~ 120 240 n,.::-:.:-•=-I_I I ___ I 60 --ES PROPERTY BOUNDARY PROPOSED LOT LINES PROPOSED BUILDING ENVELOPE PROPOSED EASEMENT LINE PROPOSED 2' CONTOUR PROPOSED 10' CONTOUR PROPOSED SLOPE PROPOSED CULVERT PROPOSED RIPRAP PROPOSED STRAW CHECK DAM (SEE DETAIL THIS SHEET) PROPOSED SILT FENCING (SEE DETAIL THIS SHEET/ PROPOSED ET SERVICE EX. 2' CONTOUR EX. 10' CONTOUR below. Call before you dig, COUNTY ROAD 107LOT 5 LOT 3 LOT 4 1+ 0 0 2+003+004+ 0 0 5+00 6+00 7+00 8+009+0010+0011+0012+00BP: 1+00.00PC: 1+22.36PC: 2+16.00 PC: 2+86.83 PC: 3+74. 9 2 PC: 5+25.69PC: 6+63.70 PC: 8+9 6 . 0 5 PC: 10+46.33PT: 1+56.55 PT: 2+32.63 PT: 3+16. 9 6 PT: 4+50.33 PT: 5+76.75PT: 8+12 . 9 4 PT: 9+67.83 PT: 1 1 + 2 7 . 0 2 2''W2''W2''W2''W2''W6''WL6''WL6''WLTELTELTELTELTELTELTELT E L T E L TEL TEL TEL TEL TELSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSF40.00' ACCESS & UTILITY EASEMENT 40.00' ACCESS & UTILITY EASEMENT PROPOSED LOT LINE (TYPICAL) PROPOSED BUILDING ENVELOPE (TYPICAL) EXISTING GRAVEL ROAD PROPOSED BUILDINGENVELOPE RE: FINAL PLAT 6410642063906400641064206 4 3 0 6 4 4 0 6450646063406350 636 0 637063 8 0 30.00' ACCESS & UTILITY EASEMENTRE: FINAL PLAT. PROPOSED BUILDINGENVELOPE RE: FINAL PLATCOUNTY ROAD 10710.0%10.0%12.0%8.5%1.5%10.0 %12.0% 6.0%8.8%9.0%12.0%2.0:12. 0 %2.0:1INV-OUT=6389.5 INV-OUT=6390.5 INV-IN=6432.1 INV-OUT=6430.5 26 L.F. 12" ADS CULVERTWITH FLARED END SECTIONS 38 L.F. 12" ADS CULVERTWITH FLARED END SECTIONS AL-ROAD CL PROFILE 6369 6372 6375 6378 6381 6384 6387 6390 6393 6396 6399 6402 6405 6408 6411 6414 6417 6420 6423 6426 6429 6432 6435 6438 6441 6444 6447 6450 6453 6456 6369 6372 6375 6378 6381 6384 6387 6390 6393 6396 6399 6402 6405 6408 6411 6414 6417 6420 6423 6426 6429 6432 6435 6438 6441 6444 6447 6450 6453 6456 1+006370.76372.46372.281+506374.96374.786377.26377.282+006379.96379.786381.86382.282+506383.76384.786385.26387.283+006386.96389.786386.86392.703+506392.86395.706399.06398.524+006404.86401.026408.96403.524+506412.06406.026413.96408.905+006415.06411.906417.76414.905+506419.76417.906421.86420.906+006424.26423.816426.46426.166+506428.16427.896430.06429.397+006431.36430.896433.26432.397+506434.06433.896434.76435.398+006436.36436.896437.66438.398+506439.46440.146441.66442.269+006443.86444.516446.16446.769+506448.36449.016450.66451.2610+006453.26453.5110.00% 12.00% 10.00% 12.00% 6.00% 9.00%GRADE BREAK STA = 1+16.13ELEV = 6371.39GRADE BREAK STA = 3+03.64ELEV = 6390.14GRADE BREAK STA = 3+65.71ELEV = 6397.59GRADE BREAK STA = 4+55.97ELEV = 6406.62PVI STA: 8+46.05 PVI ELEV: 6439.65K: 16.67LVC: 50.00 BVCS: 8+21.05BVCE: 6438.15EVCS: 8+71.05EVCE: 6441.90PVI STA: 6+16.40 PVI ELEV: 6425.87K: 10.00LVC: 60.00 BVCS: 5+86.40BVCE: 6422.27EVCS: 6+46.40EVCE: 6427.67ROAD STA: 6+89.89LOT 4: 3" WATER SERVICE EXTEND 3" HDPE WATERSERVICE FROM 6" WATERMAIN TO LOT 4. APPROXIMATE EXISTING GRADE PROPOSED FINISH GRADE HORIZONTAL SCALE: 1"=60' VERTICAL SCALE: 1"=20' 7+00 8+00PC: 6+63.70 2''W 2''W2''W2''WTEL SF SF SFSF SF SFSFSF6.0% 1+ 0 0 BP: 1+00.00PC: 1+22.36PT: 1+56.55 SFSFSFSF639064006370 COUNTY ROAD 10710.0%3+004+ 0 0 PC: 2+86.83 PC: 3+74. 9 2 PT: 3+16. 9 6 TELTELTELTELTELTEL T E L TELTELT E L TE LSFSFSFSFSFSF SF SFSFSFSF10.0%12.0%8.5%1.5%2. 0 %2.0:1SF OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 28189JOB NO. DATE:08-11-2021 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY JPP JPP YTN DATE REVISION C-3.2 DRAWING NO. TITLE G:\2008\28189 FRONING\CIVIL\CIVIL DWGS\PLOT\28189-C31-GRD.DWG - Aug 11, 2021 - 8:52amDRIVEWAY PLAN/PROFILE 1FRONING SUBDIVISIONGARFIELD COUNTY, COLORADOFINAL PLANMEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's R 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 PROPOSED DRIVEWAY PLAN/PROFILE - STA 1+00 - 10+00 PROPOSED CULVERT DETAIL - STA 7+45± PROPOSED ONSITE DRIVEWAY INTERSECTION SCALE 1":20' SCALE 1":20' SCALE 1":20'PROPOSED COUNTY ROAD 107 INTERSECTION LEGEND 1/ I I I I / / / I \ " ' ME=6367.85 I I I ' ·'- \ I I \ ) I I "' \ I / /NV-Ta6430.5 J!-R0POSED RIPRA PER DETAIL ON C / /' /NV-IN= 64B2.1 -< ! >-: / 38 L.F. 12" ADS CULVERT WITH FLARED END SECTIONS ' ' ' ' \ I \ \ I I I I I \ I ---- --- - - - - - - - - - ---- ---- - - - - - - - - -c=-, ~ L;1 ~ -----~ ----L-----------i.---- ' ' ~ --=--' ---,.,.... ~ '-'" \_ - ------I~ --- -----c--- / :--------/ /~ -- . . ' ' 50 2' ~-._ ~ ~ ~ -._ - - "--- - - - ---- -._ -- -._ -- - - - - --' ' --ES ,o 100 50 PROPERTY BOUNDARY PROPOSED LOT LINES PROPOSED BUILDING ENVELOPE PROPOSED EASEMENT LINE PROPOSED 2' CONTOUR PROPOSED 10' CONTOUR PROPOSED SLOPE PROPOSED CUL VERT PROPOSED RIPRAP PROPOSED STRAW CHECK DAM {SEE DETAIL THIS SHEET} PROPOSED SILT FENCING {SEE DETAIL THIS SHEET} PROPOSED ET SERVICE EX. 2' CONTOUR EX. 10' CONTOUR below. Call before you dig. 00 SF LOT 3 LOT 2 10+0011+0012+0013+001 4 + 0 015+0016+0017+0017+56EP: 1 7 + 5 5 . 6 3 PC: 10+46.33 PC: 1 2 + 7 3 . 0 5PC: 13+85.21PC: 14+8 9. 9 3 PC: 1 6 + 5 7 . 0 1 PT: 9+67.83 PT: 1 1 + 2 7 . 0 2 PT: 13+74.31PT: 14+2 7. 4 3 PT: 1 6 + 1 2 . 1 2 PT: 1 6 + 7 7 . 7 9 2''W6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL6''WL2''WL2''WL2''WL 2''WL2''WL2'' W L 2'' WL 2''WL 2''WL 2''WL 40.00' ACCESS & UTILITY EASEMENT PROPOSED BUILDINGENVELOPE RE: FINAL PLAT EXISTING ASPHALT ROAD6480649065006510 65206530654064506460647064806490650065 1 0 6 5 2 0 6450646064 7 0 64 8 0 LOT 1 PROPOSED BUILDINGENVELOPE RE: FINAL PLAT. PROPOSED BUILDINGENVELOPE RE: FINAL PLAT 9.0%12.0%10.5%10.5%10.5%6.5%AL-ROAD CL PROFILE 6444 6447 6450 6453 6456 6459 6462 6465 6468 6471 6474 6477 6480 6483 6486 6489 6492 6495 6498 6501 6504 6507 6510 6513 6516 6519 6522 6525 6528 6531 6444 6447 6450 6453 6456 6459 6462 6465 6468 6471 6474 6477 6480 6483 6486 6489 6492 6495 6498 6501 6504 6507 6510 6513 6516 6519 6522 6525 6528 6531 10+006453.26453.516455.26455.7610+506457.46458.066459.96460.7011+006462.16463.666465.26466.6611+506468.36469.666471.66472.6612+006475.76475.666479.16478.6612+506481.76481.666484.16484.4613+006486.86487.086489.86489.7113+506492.16492.336494.46494.9514+006496.66497.586499.26500.2014+506502.06502.836504.86505.4515+006507.56508.086510.76510.7015+506513.36513.336515.46515.9516+006518.86518.586521.06521.1816+506523.16523.476525.16525.3417+006526.66526.976528.26528.6017+506530.16530.2217+566530.66530.5912.00% 10.50% 6.50%GRADE BREAK STA = 17+55.63ELEV = 6530.59PVI STA: 10+61.59PVI ELEV: 6459.05K: 16.67LVC: 50.00 BVCS: 10+36.59BVCE: 6456.80EVCS: 10+86.59EVCE: 6462.05PVI STA: 12+61.60PVI ELEV: 6483.05K: 19.98LVC: 30.00 BVCS: 12+46.60BVCE: 6481.25EVCS: 12+76.60EVCE: 6484.62PVI STA: 16+47.38PVI ELEV: 6523.55K: 15.02LVC: 60.00 BVCS: 16+17.38BVCE: 6520.40EVCS: 16+77.38EVCE: 6525.50ROAD STA: 10+36.33 LOT 5: 2" WATER SERVICE ROAD STA: 10+41.33LOT 3: 2" WATER SERVICE ROAD STA: 11+09.18PROPOSED FIRE HYDRANT ROAD STA: 12+43.05LOT 2: 2" WATER SERVICE ROAD STA: 13+47.49LOT 1: 3" WATER SERVICE ROAD STA: 16+60.51±PROPOSED FIRE HYDRANT ROAD STA: 16+76.22±PROP. 10,000 GALLON STORAGETANKS. FINAL LOCATION PER APPROVEDSHOP DRAWINGS AND SITE CONDITIONS. 2" PURE CORE FILL LINE (FROM WELL ON LOT 1 ) & 6" D.I.P. WATER MAIN END 6" MAIN. HORIZONTAL SCALE: 1"=60' VERTICAL SCALE: 1"=20' APPROXIMATE EXISTING GRADE PROPOSED FINISH GRADE APPROXIMATE EXISTING GRADE PROPOSED FINISH GRADE OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 28189JOB NO. DATE:08-11-2021 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY JPP JPP YTN DATE REVISION C-3.3 DRAWING NO. TITLE G:\2008\28189 FRONING\CIVIL\CIVIL DWGS\PLOT\28189-C31-GRD.DWG - Aug 11, 2021 - 8:52amDRIVEWAY PLAN/PROFILE 2FRONING SUBDIVISIONGARFIELD COUNTY, COLORADOFINAL PLANMEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's R 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 LEGEND 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 PROPOSED DRIVEWAY PLAN/PROFILE - STA 10+00 - END 50 25 50 100 200 I. - I 1_1-1 I 2' ,o 100 00 50 50 , ,, -' , "' -~ -, ----' r----~ ' 1,l ~ ,,-,,,-~ -, -,- '- ,,,.. ,- ' ~ ~ ~ ' --""'" -~ -' ---=---" ----PROPERTY BOUNDARY ,r rl~ \ r--h:::::: -.c - -r -,- PROPOSED LOT LINES ----PROPOSED BUILDING ENVELOPE - r ,r v-;~ i---' -~ ~ ,..--r- PROPOSED EASEMENT LINE PROPOSED 2' CONTOUR ~ • -----~ PROPOSED 10' CONTOUR r ,r • ~ ----V r---' ..-?:::::-r-: ----~ -r- 11,5% PROPOSED SLOPE ,..-,,,.-PROPOSED CULVERT r-l r ~ -I""' I ------, -PROPOSED RIPRAP ~ -" ~ I ' . PROPOSED STRAW CHECK DAM ~ (SEE DETAIL THIS SHEET} PROPOSED SILT FENCING (SEE DETAIL THIS SHEET} -ES PROPOSED ET SERVICE ---EX. 2' CONTOUR ---EX. 10' CONTOUR below. Call before you dig.