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1.01 Supplemental App Info
The Land Studio, Inc. 365 River Bend Way • Glenwood Springs, CO 81601 • Tel 970 927 3690 • landstudio2@comcast.net January 8, 2018 Patricia Parish, Senior Planner Garfield County Community Development Department 108 8th Street, #401 Glenwood Springs, CO 81601 Re: Blue Mountain Self Storage Limited Impact Review and T.O. Ranch Subdivision Amended Final Plat (Files LIPA-11-18-8699 and FPAA-11-18-8698) Dear Patricia: Enclosed are the January 8, 2019 Blue Mountain Self Storage submittal items that address your November 29, 2018 NTC letter for the Limited Impact Review Land Use Change Permit application for a mini-storage facility within the Rural zone district and the Amended Final Plat application for the T.O. Ranch Subdivision. The numerical items listed below are from your November 29, 2018 NTC letter followed by our responses in bold. Exhibits referred to in our responses are attached. File LIPA-11-18-8699 1. Please address Section 7-1001 (A.-I.) for compliance with the supplemental standards for the proposed Industrial Use. The Use Table 3-403 in the Land Use Code shows mini-storage as an Industrial Use in an R zone district. Specifically address: “A. Industrial Uses shall not occupy a lot in a platted residential subdivision.” Per discussions with Garfield County Community Development, the Second Amended Final Plat of the T.O. Ranch Subdivision has been amended to restrict primary residential development on all lots. Primary residential dwelling units are prohibited on Lots 1, 2 and 3. As a result, the proposed self-storage use will not reside in a platted residential subdivision. The Land Use Summary Table has also been removed from the Second Amended Final Plat of the T.O. Ranch Subdivision. Non-residential uses will be allowed per the Garfield County Land Use and Development Code. The Land Studio, Inc. 2 Please note that the Second Amended and Restated Declaration of Protective Covenants have been amended to address the changes on the Amended Final Plat. 2. You have initially addressed the compatibility issue with your submittal as it pertains to the future land use map designation Village Center which calls for a mix of residential and commercial (small civic uses). Also, to be considered is the underlying area shown on the future land use map as Residential Medium – 6-9 acre/ dwelling unit in the Garfield County Comprehensive Plan 2030. Please address how you are compatible with the Residential Medium designation of this property and the surrounding area. The Applicant has already addressed compatibility with all applicable elements of the Comprehensive Plan and LUDC (see Application Pp. 42-45). The LUDC requires only that the project be in “general conformance” with the Garfield County Comprehensive Plan. The future land use designation map depicts the property and the entire intersection within a “Village Center” designation (see the Future Land Use Map attached as an Exhibit.). The Comprehensive Plan recognizes that these Designated Centers “add to the economic diversity of the county and therefore encourages growth of a “commercial and business uses”. (Pg. 23). The Village Center, specifically, it contemplates a “concentration of residential development and commercial development” within such centers. (Pg. 24). We are a bit puzzled, therefore, by Staff’s suggestion that the surrounding Residential Medium designation might also apply, as it would be completely incompatible with the overlying Village Center designation which expressly contemplates mixed use and economic opportunity at these intersections, where access and utilities are readily available. This Residential Medium designation does not apply to this project because (a) the project is not residential; and (b) the Village Center designation takes precedence over the “underlying” residential designation. From a legal perspective, seemingly inconsistent provisions are construed so as to attempt to harmonize all provisions without rendering any one provision meaningless. (See, e.g., C.R.S. § 2-4-201). In this case, the only reading which harmonizes each designation is that to the extent an Applicant is proposing a residential use within a Village Center, the Residential Medium designation would inform the BOCC’s analysis. But to the extent the project is non-residential in nature, the Village Center designation and its preference for concentrated mixed uses would apply. The Land Studio, Inc. 3 The Comprehensive Plan sets forth broad policies and goals to develop a shared vision of future land use within the County. It is a strategic tool to help guide investment decisions and achieve a healthy and balanced community. Indeed, in the preface to the Future Land Use Table (which defines both the Residential Medium and Village Center designations), it expressly states that “[T]he comprehensive plan does not regulate the detailed specifics of land use, such as allowed uses, minimum lot size, setbacks, etc. These requirements are found in the LUDC.” (Pg. 26, emphasis added). The LUDC allows self-storage in the Rural zone district upon Limited Impact Review, and the Comprehensive Plan encourages this type of use within a Village Center designation. Therefore, the residential medium overlay is not applicable to this project. With respect to the Village Center, the project is designed to meet the local and regional needs of the surrounding community, including storage of various personal items in a climate controlled, well maintained building. The aesthetics of the building has been designed as an upgrade to current surrounding uses, which include a gas station, liquor/wine store, and multiple contractor’s yards. This project, specifically, may be the beginning of a formal transition of this Village Center into the concentration of residential and commercial uses intended to serve the surrounding residential development as contemplated by the Comprehensive Plan, as well as accommodating economic development within the county which would provide an economic boost to an otherwise stagnant area of the County. 3. The Site Plan shows a 50’ setback from what appears to be a fence line along County Road 100. Please clarify the property line boundary. The 100’ setback requirement for Industrial as measured from a Residential property is measured from the adjacent property, minus the right-of-way width if one exists. Please show how this Site Plan meets that setback distance requirement. The revised Site Plan shows dimensions from all of the T.O. Ranch Lot 1 property lines and the 100’ minimum setback from all adjoining residential properties. 4. Please indicate the areas that will be undisturbed on the parcel, how the area will be managed (i.e. weed control, etc.) and if any future development is planned. A limit of disturbance has been identified on the Landscape Plan. All areas outside the disturbance will remain as irrigated pasture at this The Land Studio, Inc. 4 time. Weed management notes have been added to the Landscape Plan. 5. Please explain how the Landscape Plan is compliant with Section 7-303(i) concerning Clear Vision Area. The Colorado Blue Spruce at the south exit may be problematic and need to be replaced. The Colorado Blue Spruce at the south exit has been moved. The Landscape Plan has been revised. 6. Please provide a 4-hour pump test calculation for the well or discuss how the 2-hour test meets our requirements. The report provided states that a 2-hour test was completed on Fec. 5, 2018. Wright Water Engineers, Inc. has provided an explanation of how, in their professional opinion, the 2-hour test met the requirements. 7. If an Improvement Agreement is not to be provided with this application, please provide a waiver request. A Waiver Request has been included in the November 19, 2018 Amended Final Plat Application per Section 4-203.K. Please utilize this Waiver Request for both the Limited Impact Review and Amended Final Plat Applications. 8. Provide hydrologic, hydraulic and any other calculations used for the Grading, Drainage and Erosion Plan C-2.0. The Blue Mountain Self Storage Facility - Engineering Report for Lot 1 of the T.O. Ranch Subdivision prepared by Sopris Engineering and dated 1-4-19 addresses this and is attached. 9. According to Section 7-203, a setback (non-disturbed area) of 35’ is required from a wetland area. Please show how this plan is compliant with that setback. The attached sheet C-1.0 Site Plan identifies the approximate location of non-jurisdictional wetlands based on a September 19, 2000 Beach Environmental report. As noted on the plan, historic disturbed areas associated with haying operations extend to the existing fence line within 35’ of the non-jurisdictional wetlands. Proposed grading will be within these historic disturbed areas. 10. Please provide a consistent drive aisle width for circulation within the parking lot. We recommend a minimum of 24’ for an Industrial drive aisle. The Land Studio, Inc. 5 The Blue Mountain Self Storage Facility - Engineering Report for Lot 1 of the T.O. Ranch Subdivision prepared by Sopris Engineering and dated 1-4-19 addresses this and is attached. 11. Please provide discussion on how this application is in compliance with the Roadway Standards from Section 7-107. See attached is a waiver request prepared by Sopris Engineering. 12. Please contact Garfield County Road and Bridge Department concerning the two accesses. Originally, the subdivision was approved with one access on County Road 100. Their contact number is (970) 625-8601. The Blue Mountain Self Storage Facility - Engineering Report for Lot 1 of the T.O. Ranch Subdivision prepared by Sopris Engineering and dated 1-4-19 addresses this and is attached. 13. If an 18’ parking stall length is desired, please provide an overhang of 2’ for the length of the parking space that doesn’t conflict with the sidewalk width of 6’. This would require a stall length at 20’ instead of 18’ where the stall is up against the sidewalk unless curb stops are installed. These can be troublesome in snowy regions for snow removal purposes. The Blue Mountain Self Storage Facility - Engineering Report for Lot 1 of the T.O. Ranch Subdivision prepared by Sopris Engineering and dated 1-4-19 addresses this and is attached. 14. Some of the parking stalls appear to be closed boxes on the Site Plan. Please standardize the parking stall drawing. Sheet C-1.0 Site Plan has been amended and is attached. 15. Please provide scalable plans; preferably full size 24” x 36”. Scalable plans have been provided with this response letter. 16. Please provide a Payment Agreement Form. See attached blank form. A Payment Agreement Form has been included with this letter. File FPAA-11-18-8698 1. Please provide a title commitment for all three lots that are included on the plat amendment. The Land Studio, Inc. 6 Title Commitments for Lot 2 and Lot 3 have been included with this letter. 2. Please provide addresses for property owners that are 200 feet from all three lots for public notification purposes. Currently, the buffer area only shows property owners for Lot 1. Addresses for property owners that are within 200 feet of Lot 2 and Lot 3 have been included with this letter. 3. Please provide scalable plats; preferably full size 24” x 36”. Scalable plans have been provided with this response. The following Exhibits are attached: Illustrative Site/Landscape Plan Wright Water Engineers Memorandum Waiver Request for Section 7-107 Roadway Standards Sopris Engineering Report Utility Plan C-0.0 Site Plan C-1.0 Grading and Erosion Control Plan C-2.0 Revised Second Amended Final Plat Revised Second Amended and Restated Declaration of Protective Covenants Payment Agreement Form Title Commitment for T.O. Ranch Subdivision Lots 2 and 3 Property Owners within 200’ of Lots 2 and 3 We look forward to continued efforts with you, Garfield County Community Development, and the Garfield Board of County Commissioners regarding this project. Please email or call with additional discussion as necessary. Best regards, THE LAND STUDIO, INC. By: Douglas J. Pratte Text Future Land Use Map Garfield County Comprehensive Plan 2030 as Amended Site 3.0%3.0% 3.0%0.5%FG:6293.33' FG:6293.22' STORMWATER DETENTION BASIN (± 11,000 C.F.)>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>xxxxxxxxxxxxxxxxx>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>xxxxxxxxxxxxx xxxxxxxxxxxxxxxxXxxxxxxxxxxxxxxxxxxx>>>>>>>>>>>>>-3.0:13.0%1.9%6290 628 9 6288 6 2 8 7 629 1 6 2 8 7 628 8 62 8 9 62 9 0 6 2 8 9 6 2 9 0 62916292 629 3 6296629562946293 629 262916290 62996298629762966295 62946293629262916286 62 8 5 0.5%-3.0:11.0%FL:6289.90' HP:6290.72' 12" IRRIGATION CULVERT2.0%2.0%2.0%-2.7:1-3.3:1FL:6288.11' 6290 62906291629262936294 6291629262906293 6290 >>>>>>>>>0.0%2.1%2.1%FFE:6292.00' FFE:6292.00' 3.0% 2.3%1.0%90.00 TOC 90.00 TOC 88.66 TOP 70,150± SF IMPERVIOUS 25yr, 24hr storm precip : 1.94" V = c/12(P)(A) V = (0.94/12)(1.94)(70,150) = 10,660 CF 3.0%3.0% 0.0%1.2%2.0%4.5%5.3%89.40 TOP63021.8%1.8%3.0% 90.00 TOC 91.84 TOC 91.34 TOP 90.01 TOP 90.45 TOP 91.84 TOC 91.34 TOP 90.87 TOP6295630012" STORM CULVERT 4.4%2.0%92.00 TOP92.00 TOP 3.2% 91.00 TOP91.00 TOP 90.34 TOC 90.37 TOC2.0%S F SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF 2.1:1 2.5:1-2.5:1-2.5:1 90.00 TOP88.00 TOP0.5%SF SF SF SF SF SF SF SF SF SF SF XG A S XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS FFE = 6292.00± 6295 ROOF AND TRENCH DRAIN STORM PIPE 12" STORM CULVERT 15" IRRIGATION CULVERT Know what's below. before you dig.Call RSITE BENCHMARK BASIS OF ELEVATION: THE 1998 CITY OF ASPEN DREXEL BARREL CONTROL DATUM, WHICH IS BASED ON AN ELEVATION OF 7720.88' (NAVD 1988) ON THE NGS STATION "S-159". THIS ESTABLISHED A SITE BENCHMARK LOCATED AT THE XXXXXX PROPERTY CORNER. LS# XXXX, ELEV: XXXX.XX PER SURVEY PREPARED BY SOPRIS ENGINEERING INC. OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS XXXXXXJOB NO. DATE:XX-XX-XX 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 GRADING & EROSION CONTROL PLAN DESIGNED BY DRAWN BY CHECKED BY XXX 00/00/00 XXX 00/00/00 XXX 00/00/00 DATE REVISION 00/00/00 XXX C-2.0 DRAWING NO. TITLE G:\2017\17250-BLUE MTN STORAGE\CIVIL\CIVIL DWGS\DE\17250-BLUEMTNSTOR-DE.DWG - Jan 04, 2019 - 10:57amNORTH1 inch = ft. ( IN FEET ) GRAPHIC SCALE 030 30 60 30 12015 BLUE MOUNTAIN STORAGEGARFIELD COUNTY STORAGE FACILITYGARFIELD COUNTY, COLORADOLIMITED IMPACT REVIEWFINAL GRADING & DRAINAGE NOTES: 1.EXISTING CONTOURS ILLUSTRATED HEREIN ARE AT 1 FT INTERVAL, BASED ON SOPRIS ENGINEERING FIELD TOPOGRAPHY PERFORMED IN OCTOBER OF 2017. 2.PROPOSED CONTOURS ARE AT 1 FT INTERVALS. 3.GRADE LANDSCAPE AND HARDSCAPE SURFACES AROUND BUILDING PERIMETER AS NEEDED TO PROVIDE POSITIVE DRAINAGE AWAY FROM EXTERIOR WALLS. 4.CONTRACTOR TO VERIFY GRADES ACROSS SITE TO ENSURE THAT THE INSTALLATION OF THE GRADING & DRAINAGE IMPROVEMENTS ARE IN COMPLIANCE WITH THE INTENT OF THE DESIGN RECOMMENDATIONS ILLUSTRATED HEREIN AND ON THE DRAINAGE PLAN. THE ENGINEER OF RECORD SHOULD BE MADE AWARE OF ANY EXISTING GRADES THAT MAY IMPEDE THE CONSTRUCTION OF THE GRADING AND DRAINAGE IMPROVEMENTS. 5.DOWNSPOUT FOR BUILDING ROOF DRAIN SYSTEM AND TERRACE/PATION/DECK DRAINS TO BE COORDINATED WITH THE ARCHITECT AND MECHANICAL ENGINEER. 6.THIS PROPERTY IS SITUATED IN ZONE "X" (AREA DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOD PLAIN) AS SHOWN ON THE FLOOD INSURANCE RATE MAP PREPARED BY F.E.M.A. FOR PITKIN COUNTY COLORADO, COMMUNITY-PANEL NUMBER 08097C0203, EFFECTIVE DATE: JUNE 4, 1987. 7.AT ALL TIMES DURING CONSTRUCTION AND UNTIL FINAL COMPLETION AND ACCEPTANCE OF THE WORK. THE CONTRACTOR SHALL PREVENT THE FORMATION OF AN AIRBORNE DUST NUISANCE IN SUCH A MANNER THAT IT WILL CONTAIN DUST PARTICLES TO THE IMMEDIATE AREA OF THE WORK. THE CONTRACTOR MUST PERFORM SUCH TREATMENT WITHIN 2 HOURS AFTER NOTIFICATION BY THE CITY THAT AN AIRBORNE DUST NUISANCE EXISTS. 8.THE CONTRACTOR MUST IMPLEMENT BEST MANAGEMENT PRACTICES (BMP's) TO MINIMIZE THE TRANSPORTATION OF SEDIMENT BEYOND THE LIMITS OF DISTURBANCE. 9.THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE ACTIVITY ENVELOPE, THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. 10.COMPACTION IN EXCAVATED AREAS SHALL BE 95% STANDARD PROCTOR DENSITY. 11.CONTRACTOR SHALL PROTECT ALL EXISTING TREES THAT ARE TO REMAIN. 12.THE 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. 13.ALL SPOT ELEVATIONS AND GRADING CONCEPTS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY DEVIATIONS SHALL BE COORDINATED WITH THE ENGINEER OF RECORD AND LANDSCAPE ARCHITECT. 14.ALL GEOTECHNICAL RECOMMENDATIONS MUST BE ADHERED TO. 15.ALL SITE RETAINING WALLS BY OTHERS. 16.ALL STORM PIPES SHALL BE GASKETED PVC SDR-35 OR AS NOTED ON PLANS. PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 17.REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR ALL ROOF DRAIN LOCATIONS. 18.PROVIDE A CLEANOUT WITH FRAME AND GRATE AT ALL DOWNSPOUT LOCATIONS AND A MINIMUM OF 150 FT. IF INLETS ARE NOT PROVIDED. GRATE COVERS TO BE 4" BRASS WITH "STORM" EMBEDDED ON COVER. 19.ALL INLETS, TRENCH DRAINS AND BASINS WITHIN THE DRIVEWAY SHALL BE TRAFFIC RATED PER MANUFACTURERS REQUIREMENTS. A 20.CONTRACTOR TO ENSURE A MINIMUM OF 4" SEPARATION BETWEEN BUILDING FOUNDATION AND OUTSIDE DIAMETER OF STORM PIPES. 21.INSTALL RODENT SCREENS AND OUTFALL PROTECTION AT THE OUTFALL OF ALL DRAIN LINES. 22.CONTRACTOR TO ADHERE TO ALL MANUFACTURER'S INSTALLATION RECOMMENDATIONS. 23.CONTRACTOR TO FIELD VERIFY DRAINAGE CONCEPT ILLUSTRATED HEREIN TO ACTUAL FIELD CONDITIONS. 24.ANY DEVIATION FROM THE STORMWATER IMPROVEMENTS AS ILLUSTRATED HEREIN MUST BE PRE-APPROVED BY THE ENGINEER OF RECORD. 25.HEAT TAPE SHALL BE PROVIDED FOR ALL DAYLIGHT PIPES AND PIPES THAT ARE BURIED LESS THAN 42" FROM FINAL GRADE. 26.ALL TRENCH DRAIN LOCATIONS ARE TO BE FIELD VERIFIED BY THE LANDSCAPE ARCHITECT AND CIVIL ENGINEER PRIOR TO INSTALLATION. 27.REVEGETATION OF THE SITE TO BE PERFORMED IN ACCORDANCE WITH THE LANDSCAPE AND PLANTING PLANS EROSION CONTROL NOTES: 1.CONTRACTOR MUST UTILIZE "BEST MANAGEMENT PRACTICES" (BMP), TO CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCTION. 2.CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL TEMPORARY EROSION CONTROL MEASURES. 3.DUST CAUSED BY DEMOLITION, EXCAVATION, TOPSOIL REMOVAL OPERATIONS, OR ROAD BASE PLACEMENT SHALL BE CONTROLLED BY THE CONTRACTOR AT HIS EXPENSE. THE ENGINEER OR CITY MAY REQUIRE THE CONTRACTOR AT ANY TIME TO DISCONTINUE CONSTRUCTION ACTIVITIES UNTIL DUST CONDITIONS ARE REDUCED TO THE COUNTY'S SATISFACTION. 4.BMP’S SHALL BE INSTALLED BEFORE ANY EARTH DISTURBING AND/OR DEMOLITION ACTIVITIES COMMENCE. 5.STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES SHALL NOT CAUSE, HAVE THE REASONABLE POTENTIAL TO CAUSE, OR MEASURABLY CONTRIBUTE TO AN EXCEEDANCE OF ANY WATER QUALITY STANDARD. 6.CONSTRUCTION SHALL BE PHASED IN A MANNER TO LIMIT EARTH DISTURBING ACTIVITIES (I.E. THE ENTIRE PROJECT SITE SHOULD NOT BE DISTURBED IF CONSTRUCTION WILL ONLY BE OCCURRING IN ONE PARTICULAR SECTION). 7.SEDIMENT CAUSED BY ACCELERATED SOIL EROSION SHALL BE REMOVED FROM RUNOFF WATER BEFORE IT LEAVES THE CONSTRUCTION SITE. 8.BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND ANY OTHER CHEMICALS SHALL HAVE SECONDARY CONTAINMENT OR EQUIVALENT PROTECTION TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLED MATERIAL FROM ENTERING STATE WATERS. 9.THE EROSION CONTROL PLAN SHALL BE CONTINUOUSLY UPDATED TO REFLECT NEW OR REVISED BEST MANAGEMENT PRACTICES (BMP’S) DUE TO CHANGES IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF THE CONSTRUCTION SITE. UPDATES MUST BE MADE WITHIN 72 HOURS FOLLOWING THE CHANGE IN BMP’S. 10.THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE (INCLUDING ALL BMP’S, STORAGE CONTAINERS, AND CONSTRUCTION EQUIPMENT) A MINIMUM OF EVERY 14 CALENDAR DAYS AND WITHIN 24 HOURS AFTER A PRECIPITATION EVENT OR SNOW MELT THAT MAY CAUSE SURFACE EROSION. 11.THE CONTRACTOR SHALL KEEP A RECORD OF ALL INSPECTIONS ON SITE AND AVAILABLE FOR REVIEW BY COUNTY STAFF. INSPECTION REPORTS MUST IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE PERMIT. 12.STRAW BALES SHALL NOT BE USED FOR PRIMARY EROSION OR SEDIMENT CONTROL (I.E. STRAW BALES MAY BE USED FOR REINFORCEMENT BEHIND ANOTHER BMP SUCH AS SILT FENCE). 13.BMP’S INTENDED FOR SHEET FLOW SEDIMENT RUNOFF SHALL BE PLACED PARALLEL TO THE SLOPE. 14.ALL BMP’S SHALL BE CLEANED WHEN SEDIMENT LEVELS ACCUMULATE TO HALF THE DESIGN OF THE BMP UNLESS OTHERWISE SPECIFIED. 15.A VEHICLE TRACKING PAD (VTP) AND/OR STABILIZED STAGING AREAS SHALL BE PLACED AT ALL EXITS FROM THE SITE TO PREVENT TRACK-OUT ONTO CITY STREETS. IF TRACK-OUT DOES OCCUR, THE CONTRACTOR SHALL IMMEDIATELY SWEEP THE STREET OF DEBRIS. 16.ALL PORTA-POTTY STRUCTURES MUST BE FIRMLY SECURED WITH #4 REBAR ANCHORS OR EQUAL. MUST BE PLACED AWAY FROM FLOW LINES OF STREET, SWALES, RAIN GARDENS & AWAY FROM INLETS. 17.STOCKPILES OF SOIL OR OTHER ERODABLE MATERIALS MUST BE MANAGED SO THAT STORMWATER DOES NOT COME IN CONTACT WITH THE PILE AND POTENTIALLY WASH POLLUTANTS OFFSITE. AT A MINIMUM STOCKPILES SHALL BE ROUTINELY WETTED AND/OR BLANKETED AS WELL AS INCLUDE AN EROSION SOCK PERIMETER BARRIER TO PREVENT WIND EROSION AND SEDIMENT TRANSPORT OFFSITE. STOCKPILES THAT ARE INACTIVE FOR MORE THAN 7 DAYS WILL REQUIRE SOIL BINDER OR HAVE MUCLH/MULCH TACKIFIER APPLIED. 18.EROSION CONTROL BLANKETS SHALL BE INSTALLED ON ALL SLOPES EXCEEDING 3:1. 10' MAX. C. TO C. FLOW 8" MIN.= 16" MIN.HEIGHT OF FILTERGROUND DRIVEN MIN. 16" INTO 36" MIN. FENCE POSTS, 16" MIN.MIN. 8" INTO GROUND EMBED FILTER CLOTH UNDISTURBED GROUND 20" MIN. 36" MIN. FENCE POST FLOW NOTES: 1. SILT FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. POSTS: STEEL EITHER T OR U TYPE OR 2" HARDWOOD. FILTER CLOTH: FILTER X, MIRAFI 100X, STABILINKA T140N OR APPROVED EQUAL. SILT FENCE DETAIL Reseed all disturbed areas with dwarf native grass seed M CS P CS P P CS P P CS P P PDecomposed Granite in planting islands , typ. Reseed all disturbed areas with dwarf native grass seed Reseed all disturbed areas with dwarf native grass seed CR CS CS CS CS CR CR CR CR CR A A A A A A O O O O O O M M M M O A R D S B R R R R R R R RR R R R R B B B B B B B B B B B B B D D D D D D D D D D D D D D D D D D D S S S S S S S SSSSSS SSSS S S Limit of disturbance Undisturbe area to remain as irrigated pasture at this time. 50'-0" 100'-0" Setback from Residential PL Setback from CR 10050'-0"100'-0"100'-0"Notes: 1. Decomposed Granite, tan in color, to be spread in two (2) two inch (2") lifts. Wet and tamp each lift to form a uniform , smooth surface with a cross slope of 2%, compact each lift. Upon completion of the final lift, fill any depressions, holes or divots and tamp again. Provide a one-pound sample of tan color material for review and approval. 2. Warranty plants and trees for one year after final acceptance. Replace dead or dying materials not in vigorous, thriving condition as soon as weather permits. 3. Determine locations of underground utilities and perform work in a manner which will avoid possible damage. 4. Plants shall be specimen quality, typical of their species or variety. 5. Plant trees and shrubs in pits 12' larger than tree ball, backfill with a mix of 2 parts topsoil, 1 part compost or peat, and 1 part sand. 6. Install "Weed Restrictor Fabric" from Western Landscape & Geotextile Supply or equal between soil and decomposed granite. 7. In the seasons following planting, noxious weed control should take place twice yearly in the disturbed and newly planted areas until well established plants are healthy and cover the bare soil. 8. Other weed management beyond the disturbed areas should be done twice each year. This should include locating and either cutting or selective spot spraying any noxious weeds as shown on a map of noxious weeds for BlueMountain Self Storage. Plant Materials Legend SYM QTY SIZE COMMON NAME BOTANICAL NAME M 4 2.5” Sensation Boxelder Maple Acer negundo A 6 2” Aspen, Nursery Grown Populus tremulides O 6 2.5” Swamp White Oak Quercus bicolor CR 6 2.5” Canada Red Chokecherry Prunus virginiana CS 8 12’ ht. Colorado Blue Spruce Picea pungens glauca P 8 10’ ht. Ponderosa Pine Pinus ponderosa R 14 #5 Rose, ‘Nearly Wild’ Rosa x ‘Nearly Wild’ B 14 #5 Blue Grama Blond Ambition Bouteloua gracillis blonde ambition D 20 #5 Red Osier Dogwood Cornus sericea var. coloradensis S 20 #5 Siberian Peashrub Caragana arborescens Illustrative Site/Landscape Plan Prepared September 14, 2018 Revised December 6, 2018 by: The Land Studio , Inc . 365 River Bend Way Glenwood Springs , CO 81601 (970) 927-3690 landstudio2@comcast .net Blue Mountain Self Storage Facility Community Fire Suppression Water Storage Tanks ParkingLoading Exit Entrance Exit Colorado State Highway 82100' Setback fromResidential PL100' Setback from Residential PL 50' Setback from CR 10050' Setback from Highway 82EntranceExitTo Lots 2 & 3 County Road 100 Wright Water Engineers, Inc., 818 Colorado Ave., Glenwood Springs, CO 81601 Tel. 970/945-7755; Fax. 970/945-9210, e-mail:jkelly@wrightwater.com MEMORANDUM To: Doug Pratte The Land Studio Via Email From: Wright Water Engineers, Inc. Jonathan Kelly, P.E. Date: December 21, 2018 Re: Blue Mountain Self Storage The Garfield County Land Use Regulations require a minimum of a four-hour pumping test on water supply wells. This test length is typically appropriate for alluvial wells, which have the potential to reach equilibrium quicker than bedrock wells due to higher transmissivity and closer proximity to a recharge source. When testing a well’s yield, the ideal situation is to continue the test until the water level is no longer dropping, at which point the discharge from the well is being fully satisfied by the aquifer and the drawdown cone is no longer radiating out from the well. Oftentimes, running a test until equilibrium is reached is not practical due to the iterative approach of finding a flow rate that the aquifer and well can sustain. In our case, when pumping the T.O. Ranch Well 1A at a rate of approximately 15 gpm (the maximum proposed and permitted rate), this equilibrium condition was reached extremely quickly (5 minutes). We continued monitoring the water level for an additional 90 minutes to confirm equilibrium. Even though the test was originally scheduled for four hours, Wright Water Engineers, Inc. (WWE) exercised our professional judgment by concluding that collection of additional data was unnecessary and would not alter our findings. WWE had intended to perform the requisite four-hour pumping test on the subject well. The purpose of the test was to evaluate the capability of the well and underlying aquifer to supply the water demand for the proposed self-storage facility. As a result of pumping the well at the maximum permitted rate of 15 gpm for nearly two hours and reaching equilibrium within that timeframe, WWE was able to conclude that the well was capable of meeting the project water demands. More than 1,700 gallons were pumped from the subject well during the test. This amount represents 7 days of the projected in-house water demands at the proposed facility. cc: Chad Lee, Balcomb & Green PC Andy Moszynski, Blue Mountain Self Storage G:\WWE\171-098\000\Docs\Blue Mtn. Storage Water Supply Memo.docx January 4, 2019 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 S OPRIS E NGINEERING • LLC civil consultants Glenn Hartmann Senior Planner Garfield County Community Development 108 8th Street #401 Glenwood Springs, CO 81601 Re: Road Waiver for Access Easement, Blue Mountain Self-Storage Facility SE Project #: 17250 Glenn, Following Policy 01-14, Sopris Engineering has reviewed Table 7-107 of the Roadway Standards for the Existing Right of Way for the existing private access to the Dixon Subdivision. The proposed self-storage facility result in approximately 220 Average Daily Trips (ADT). This places the access under “Secondary Access” category within Table 7-107 of the Garfield County Land Use Code, Article 7. We do not anticipate any future development on the remaining lots will push the ADTs for T.O. Ranch lane above the 400 vehicle trip upper threshold for Secondary Access. Upon a site visit and review of the existing conditions survey, the existing T.O. Ranch Lane roadway meets the designs standards of 7-107, except for the minimum Right-of-Way width and required shoulder width. Minimum Right-of-Way Width- The existing platted ROW is 40’, which does not meet the requirement for Secondary Access. However, the existing roadway fits within a 40’ width and is maintained within the 40’ width. The proposed improvements to T.O. Ranch Lane are contained within the existing platted ROW and can be maintained within this width moving forward. It is therefore our opinion that there is no reason to increase the ROW easement width. The applicant will be seeking a waiver from this design requirement. Shoulder Width- The 6’ shoulder width required within 7-107 for Secondary Access is typically required for safe vehicle staging during potential breakdowns, and is not applicable to the proposed roadway use. The proposed roadway width accommodates 12’ paved travel lanes and a 2’ gravel shoulder which is adequate for the proposed uses. The applicant will be seeking a waiver from the 6’ shoulder width design standard. Garfield County Policy 01-14 allows for potential waivers of specific design standards within the LUDC provided the following criteria are met, according to Section 4-118: 1) An alternative design achieves the intent of the subject standard to the same or better degree;-We are proposing an access and shoulder widths more than adequate for the proposed uses. The majority of the anticipated traffic will utilize the proposed right-out only access to CR 100, further reducing the anticipated vehicle trips on T.O. Ranch Lane. It is our opinion that the proposed improvements to T.O. Ranch Lane meet the design standard intents of 7-107 for Secondary Access. Memorandum 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 S OPRIS E NGINEERING • LLC civil consultants To: Doug Pratte, The Land Studio, Inc cc: Andy Moszynski From: Yancy Nichol, PE Date: 1-4-19 Re: Blue Mountain Self Storage Facility- Engineering Report Lot 1 of the T.O. Ranch Subdivision Sopris Engineering has prepared this memo to summarize the Civil Engineering aspects for the proposed Blue Mountain Storage Facility located on Lot 1 of the TO Ranch Subdivision (PID ). The proposed storage facility will be an approximately 96,900 square foot structure across 3 individual floors. Proposed improvements additionally include asphalt parking/drive lanes, stormwater mitigation infrastructure and installation of the necessary utilities to support the development. Below is a summary of the feasibility of the proposed site improvements per the Garfield County Land Use and Development Code (LUDC). 7-204.E- Drainage and Erosion Control The existing site topography generally slopes slightly from north to south and from east to west, with slopes ranging from 2-3% based on field topography performed by Sopris Engineering in 2017. Existing irrigation ditches border the project on all four sides which intercept any off-site runoff and direct it around the project location. The project is not planning on impacting the existing ditch locations and will provide culverts beneath access points matching the size of existing onsite ditch culverts. The proposed development site is currently comprised of irrigated and vegetated hay field with no existing site imperviousness. Site drainage for the proposed conditions intends to mimic existing drainage patterns. The proposed building is anticipated to be built towards the northeast corner of the lot, in accordance with applicable county setbacks. A proposed swale along the north, east and west sides of the building will collect runoff from the paved access aisles and parking areas. Collected stormwater will then be diverted around the proposed structure and directed to the existing vegetated field south of the proposed development site. A stormwater detention system is proposed at the southwest corner of the property to attenuate the runoff from the increased site imperviousness in accordance with Garfield County requirements. The proposed detention facilities have been conceptually sized based on the proposed site imperviousness compared to the existing, undeveloped conditions. The anticipated detention volume is sized to detain the 2- and 25-year design storm to pre development levels. Based on the impervious area shown the project is estimated to require approximately 11,000 c.f. of detention for the 25-year design storm. Precipitation from the 25-year, 24-hour design storm is anticipated to be 1.94” according to National Oceanic and Atmospheric Administration (NOAA) Atlas 14 data. The commonly used Rational method for calculating runoff depth is determined by the runoff coefficient (c), design storm precipitation depth (P) and the tributary area Vr = (c/12)(P25-yr,2-hr)(Aimpv). Therefore, a conservative preliminary estimate to detain runoff from the proposed impervious areas is: Vr = (0.94)(1/12)(1.94”)(70,150sf) = 10,660 cf The proposed detention facility will additionally be sized to safely pass the 100-year storm event per the requirements of 7-204C of the LUDC. Disconnection of impervious areas is anticipated by directing concentrated swale drainage back to the vegetated field south of the development site. Additional water quality treatment has been conceptualized with this development and can be incorporated in the proposed detention basin in accordance with the requirements of 7-204C.3.d of the LUDC. Temporary erosion control Best Management Practices will be during construction to prohibit mobilized sediment from leaving the site during construction. A Colorado Department of Public Health and the Environment (CDPHE) permit for Stormwater Discharges associated with Construction Activity will be obtained by the project’s contractor as construction activity will impact greater than 1 acre. Detailed drainage design and stormwater detention calculations will be provided in support of any future Building Permit application. 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 S OPRIS E NGINEERING • LLC civil consultants 4-203.L- Traffic The anticipated traffic impacts to Garfield County Road 100 near the intersection with State Highway 82 resulting from the proposed development were estimated utilizing the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition was utilized to gather Peak Hour vehicle trip estimates for the proposed mini storage. The Trip Generation Manual is based on information submitted voluntarily to ITE by public agencies, developers, consulting firms and associations. It is a tool utilized by planners, transportation professionals, zoning boards, etc. to estimate vehicle trips generated by a proposed development. The anticipated number of Peak Hour Vehicle Trips for the proposed development are as follows: ITE Code 151 (Mini-Warehouse): AM, Peak Hour: 0.14 vehicle trips per 1,000 sf => (0.14)(96,900/1,000)= 13.57 PHV (14) PM, Peak Hour: 0.26 vehicle trips per 1,000 sf => (0.26)(96,900/1,000)= 25.19 PHV (25) Existing peak hour vehicle counts were performed by McDowell Engineering on June 20th of this year. Peak hour vehicle trips were counted at 163 vehicle trips in the PM peak. CDOT generally requires an Access Permit with traffic improvements when a proposed development increases traffic by 20% or greater. The proposed self-storage facility would increase anticipated traffic during the peak hour by 15.5% based on the counted movements. A summary of this analysis was sent to Dan Roussin, CDOT Region 3 Permit Unit Manager for his interpretation. CDOT is in agreement that our development would not increase traffic volumes by 20% to County Road 100 on the north side of Highway 82. CDOT would like to establish an access permit to document existing traffic volumes on the north side of the intersection, however the proposed development should not be responsible to prepare this application. A copy of his email response is attached to this report. 4-203.M- Water Supply and Distribution Plan The existing property is served by a new well located approximately 275 feet from the proposed structure. This well was drilled February 5, 2018 and is a replacement for the existing well (Permit No. 54929-F) associated with Lot 1 of the T.O. Ranch subdivision. Please refer to Wright Water Engineering plans and report for further information regarding physical and legal water supply as well as water quality analysis results. A water service distribution line is anticipated to be extended from the newly constructed well east of the proposed structure as depicted on the Conceptual Utility Plan. The water line will be directed to a chlorination building located near the proposed fire suppression storage tanks west of the proposed development. The water service line will extend additionally to the fire suppression storage tanks with an internal float to maintain minimum storage volumes. A separate water distribution service line will extend from the chlorination building and extend directly to the building’s mechanical room. 4-203.N- Wastewater Management and Distribution Plan There is no municipal sewer service to the subject property. SE has conceptually sized an onsite wastewater treatment system (OWTS) plan that will account for existing and proposed site constraints in accordance with the current Garfield County and CDPHE standards. The OWTS requirements for the site will be designed based on the soils report prepared by HP Kumar. Based on the existing conditions, the installation of a site specific OWTS to serve the proposed development is feasible and is anticipated to be located on the west side of the development and will meet County minimum setback requirements. A detailed OWTS design will be provided in support of any future Building Permit application. SE is aware of possible seasonal high ground water onsite. The leach field will be elevated for protection of high ground water. 7-107- Access and Roadways The existing TO Rach Subdivision has direct access to CR 100 via TO Ranch Lane. TO Ranch Lane is an existing access and is located approximately 300 feet from County Road 100. The proposed development is anticipating improving a portion of TO Ranch Lane to meet minimum County lane widths for a Secondary Access, and to provide an asphalt surface for aesthetics and 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 S OPRIS E NGINEERING • LLC civil consultants ease of maintenance. Current grades meet the requirements of Table 7-07. The project is additionally proposing a new right-turn only access to County Road 100 out of the development. Upon consultation with Garfield County Road and Bridge department, a new driveway access permit will be submitted for approval for the right-out only connection if/when the development obtains the requested land use approvals. Road and Bridge officials have conveyed no significant concerns with the proposed right-out access through preliminary discussions, however they will have a formal opportunity to review and comment as a referral agency for the Limited Impact Review application. A variance from the minimum shoulder width and minimum 50’ Right of Way required for a Secondary Access is requested as part of this application. The majority of the project’s traffic will utilize the proposed right-out only rather than TO Ranch Lane to exit the development. Internal roads accommodate two way travel, however primary exit from the development will be via the right-turn access to CR 100. The site plan intended to provide 24’ minimum two-way travel width wherever head-in parking is proposed adjacent to the building. However, on the west side of the proposed storage facility, the loading docks extended beyond the proposed 20’ parking stall length. Therefore, a 20’ minimum bi-directional drive width was selected adjacent to the proposed loading docks. Rather than “bumping” aisles around the loading dock, the design team decided to maintain the western edge of pavement alignment for aesthetics, providing a 29’ drive width north of the loading docks. The 20’ width adjacent to the loading docks is adequate for bi-directional vehicular travel and meets standards for fire truck access. The access aisle width was increased to 30’ on the southern side of the building for optimal circulation, as head-in parking is proposed on both sides of the access aisle. A 17’ one-way travel lane width was selected for access to the eastern and northern sides of the building. The 17’ width has proven to be wide enough for optimal for single direction circulation while narrow enough to prevent bi-directional travel based on Sopris Engineering and the Applicant’s experience. Adequate fire lane staging width has been provided on the west and south sides of the proposed building. 7-109- Fire Protection Sopris Engineering met with the Carbondale & Rural Fire Protection District to discuss emergency vehicle ingress/egress as well as fire protection requirements. Due to the size of the proposed structure, the building will be required to have a sprinkler fire suppression system and a storage tank(s) to meet a 90 minute fire storage duration. A buried fiberglass storage tank is proposed beneath an earthen berm west side to the proposed structure. The proposed tank will be filled from the newly drilled well, and contain an internal float to maintain storage volume. A tank distribution line will feed a fire suppression pump internal to the building sized to meet the requirements of the sprinkler layout and minimum. A dry hydrant will also be connected to the fire storage tank and will proved the Fire Department with a connection for additional storage volume once they arrive at the scene. A detailed fire suppression sprinkler design will be designed by others for any future Building Permit application and will be coordinated with the project’s Mechanical Engineer. 7-405- Road Impact Fees Garfield County updated its road impact fee calculation in 2017. The fee is determined by both the square footage of the project, and the benefit district it is located in. The fees required for the development will be paid at the time a building permit is issued. Prior to January 1, 2017 half of the road impact fees for a development were to be collected at Final Plat, with the remainder collected when a building permit was issued. It is unclear whether road impact fees for Lot 1 of the TO Ranch Subdivision were paid with the original subdivision plat and will be credited to the applicant at the time a Building Permit is issued for the proposed development. Road Impact Fees for the proposed development are calculated based on Table 7-405 of the LUDC with an Industrial “development type” designation usage within in the Eastern Benefit District ($564/1,000 SF). “Mini Storage” is classified as an Industrial Use as defined by Table 3-403 of the LUDC. In reality, Mini Storage is a very low traffic generating land use compared HWY 82 & CR 100 (Catherine Store Road)CARBONDALE, COTraffic Data Collection Date: WEDNESDAY, JULY 20 , 2018Weather: SunnyCar Trk Ped Bik Car Trk Ped Bik Car Trk PedBik CarTrkPedBik CarTrkPedBik CarTrk Ped Bik Car Trk Ped Bik Car Trk Ped Bik Car Trk Ped Bik Car Trk Ped Bik Car TrkPed Bik Car Trk Ped BikSWLSWRNELNERSELSERNWLNWR4:00 PM3100114120019200 6290029714016000 18100500227300 3000420010004:15 PM9000150120010100 5551030519009100 15000510035300 5100620090004:30 PM300013090016000 80600298220012000 25100700135500 3000600070004:45 PM500014814007200 82300304210012000 15500600125300 6000300050005:00 PM8000141110016000 58720404270013100 16100600038100 1000600130005:15 PM910013870019300 59500354240017200 18200810033000 4000410050005:30 PM000012360020100 7030037416005000 11200400038000 1000100080005:45 PM72001224008300 75100347220018100 17000700040100 600041009000Total 44 4 0 0 1066 75 0 0 115 12 0 0 541 39 3 0 2683 165 0 1 92 5 0 0 135 12 0 0 48 2 0 4 27116 0 0 29 1 0 0 34 6 0 1 47 0 0 0Peak Hour Total24 3 0 0 524 28 0 0 63 7 0 0 262 16 2 0 1479 89 0 0 53 4 0 0 62 5 0 0 25 1 0 0 149 2 0 0 12 0 0 0 15 2 0 125 0 0 0Peak Hour Total 27 vph 0 pph 552 vph 0 pph 70 vph 0 pph 278 vph 2 pph 1568 vph 0 pph 57 vph 0 pph 67 vph0pph 26vph 0pph 151vph 0pph 12vph 0pph 17vph 1pph 25vph 0pphvphpphpph%Peak Hour Data (Cars & Trucks) Peak Hour Pedestrian Data Peak Hour Bicycle DataPeak Hour Factor 0.94Total Peak Hour Peds/Bikes at Intersection 3Total Peak Hour Traffic (All Modes) at Intersection 2853Percentage Peak Hour Trucks at Intersection 5.5Left Thru RightTotal Peak Hour Vehicle Traffic at Intersection 2850TimeLeft Thru Right Left Thru Right Left ThruEastboundWestboundNorthboundSouthboundRightHWY 82HWY 82 CR100 (Catherine Store Road) CR100 (Catherine Store Road) 70552272785725171267 26151156800200000000000100000 x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxx6290628962886287629162876288628962906289629062916292629362966295629462936292629162906 2 9 9 63006 2 9 8 6 2 9 7 6 2 9 6629562946 2 9 3 62 9 2 6 2 9 1 62866285OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS SLOPES EXHIBIT BLUE MOUNTAIN SELF STORAGE EXHIBITJOB NO. 17250SHEET 1 OF 1DATE: 09-21-18NO.REVISION BY DATE 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 GARFIELD COUNTY, COLORADO G:\2017\17250-BLUE MTN STORAGE\CIVIL\CIVIL DWGS\DE\17250-BLUEMTNSTOR-DE.DWG - Sep 26, 2018 - 10:26am NORTHSLOPES 20% - 29.9%SLOPES 30% - 39.9%SLOPES 40% - 100.0%SLOPES 0% - 19.9% x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxx62906289628862876291628762886289629062896290629162926293629662956294629362926291629062996 2 9 8 6 2 9 7 6 2 9 66295 6294 6 2 9 3 62 9 2 6 2 9 1 62866285100'STBK100'STBK100'STBK100'STBK100'STBK100'STBK 100'STBK 100'STBK50'STBK50'STBK50'STBK50'STBK50'STBK50'STBK 50'STBK 50'STBK 50'STBK 52.5% (13)5%(1)COUNTY ROAD 100 T.O.RANCH LANE47.5% (12)95%(12)OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS PEAK HOUR VEHICLE TRIP DISTRIBUTION BLUE MOUNTAIN SELF STORAGE EXHIBITJOB NO. 17250SHEET 1 OF 1DATE: 09-21-18NO.REVISION BY DATE 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 GARFIELD COUNTY, COLORADO G:\2017\17250-BLUE MTN STORAGE\CIVIL\CIVIL DWGS\DE\17250-BLUEMTNSTOR-DE.DWG - Sep 26, 2018 - 11:35amNORTH Improving life with energy www.blackhillsenergy.com Black Hills Energy 198 County Line Rd Palmer Lake, CO 80133 September 19, 2018 Re: TO Ranch Subdivision, Lot 1 To Whom It May Concern: This letter will confirm that Black Hills Energy will provide Natural Gas Distribution service to the parcel commonly known as Lot 1 of TO Ranch Subdivision in Garfield County, Colorado. Black Hills Energy will install a distribution system capable of serving the demand of the development that lies within the BHE certificated service territory. This service will be subject to Black Hills Energy tariffs filed with the Colorado Public Utilities Commission and the Black Hills Energy Gas Network Main Extension Policy. If you have any questions please feel free to contact me. Sincerely, Erik Lundeen Utility Construction Specialist Colorado Gas erik.lundeen@blackhillscorp.com Office: (719) 208-3502 Erik Lundeen Utility Construction Specialist Colorado Gas erik.lundeen@blackhillscorp.com From :Roussin - CDOT, Daniel <daniel.roussin@state.co.us> Subject :Re: Blue Mountain Storage @ SH 82/CR100 (17250) To :Nick Kilbourn <nkilbourn@sopriseng.com> Cc :Yancy Nichol <ynichol@sopriseng.com>, Kent Harbert <kent.harbert@state.co.us>, ghartmann@garfield- county.com, Kari McDowell <Kari@mcdowelleng.com> Zimbra nkilbourn@sopriseng.com Re: Blue Mountain Storage @ SH 82/CR100 (17250) Fri, Sep 21, 2018 05:08 PM External images are not displayed. Display images below I just realized that this development is on the north side not on the south side. The other development is on the south side. Sorry for the confusion. However, I still would like to do an access permit for the north side of the CR 100. This would be only a documentation of the traffic on the north side. Let me know if you have any questions. thanks Dan Dan Roussin Permit Unit Manager Traffic and Safety P 970.683.6284 | F 970.683.6290 222 South 6th Street, Room 100, Grand Junction, CO 81501 daniel.roussin@state.co.us | www.codot.gov/ | www.cotrip.org On Fri, Sep 21, 2018 at 2:24 PM, Roussin - CDOT, Daniel <daniel.roussin@state.co.us> wrote: Thank you for the opportunity to comment on this. As I discussed with you on the phone, this may be more complicated than thought. As we discussed, their was another development that also impacted CR 100/SH 82. CDOT looks at the intersection, not by individual projects. CR 100 is a Garfield County Road and they would be required to apply for the access permit if the traffic volume change in use by more than 20%. This project was called Aspen Valley Polo Development. To determine if there is a 20% change in use, we will also need to add the traffic from Polo development to this count. I recognize that individually, the project may not require an access permit, but combined it may. Please determine if an access permit would be required when you combine both project. Please go over your math on how you decided this. I have enclosed a copy of the Polo development TIS that Garfield County approved. If you have any direct questions, please let me know. thanks Dan Dan Roussin Permit Unit Manager Traffic and Safety P 970.683.6284 | F 970.683.6290 222 South 6th Street, Room 100, Grand Junction, CO 81501 daniel.roussin@state.co.us | www.codot.gov/ | www.cotrip.org On Wed, Aug 29, 2018 at 9:37 AM, Nick Kilbourn <nkilbourn@sopriseng.com> wrote: Good Morning Dan, I believe Yancy has spoken with you about a mini storage project we are working on at the NW corner of the Highway 82 and County Road 100 intersection. We are getting ready to submit to Garfield County for Limited Impact Review and wanted to include your opinion on the traffic impacts in our application submittal. I have additionally attached a Conceptual Site Plan for your reference. The project will have it's main access from the existing TO Ranch Lane and is proposing a right-turn only exit out of the facility to CR100. The anticipated traffic impacts to Garfield County Road 100 near the intersection with State Highway 82 resulting from the proposed development were estimated utilizing the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition was utilized to gather Peak Hour vehicle trip estimates for the proposed mini storage. The anticipated number of Peak Hour Vehicle Trips for the proposed development are as follows: ITE Code 151 (Mini-Warehouse): AM, Peak Hour: 0.14 vehicle trips per 1,000 sf => (0.14)(96,900/1,000)= 13.57 PHV PM, Peak Hour: 0.26 vehicle trips per 1,000 sf => (0.26) (96,900/1,000)= 25.19 PHV Garfield County last performed traffic counts on CR 100, north of HW 82, in 2014. Total average daily traffic (ADT) volume for CR 100 north of HW 82 was 1,353 vehicle trips. For rural county roads, peak hour traffic is generally 10%-12% of the ADT. Therefore the peak hour traffic rate would be approximately 135.3 PHV. Actual peak hour vehicle counts were performed by McDowell Engineering on June 20th of this year (attached). Peak hour vehicle trips were counted at 163 vehicle trips in the PM peak. The proposed self-storage facility would increase anticipated traffic during the peak hour by 15.5% based on the counted movements. Can you please confirm that an Access Permit and improvements to the Highway 82 intersection will not be required from CDOT based on the information provided above? Thanks in advance and feel free to contact our office with any questions. Regards, Nicholas Kilbourn, P.E. Design Engineer Sopris Engineering, LLC 970-704-0311 x33 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL OEL x x x x x x x x x x x x x x x x xx >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x X X xxxxxxxxxxxxxxxxxxx>>>>>>>>>>>>>6290628962886287629162876288628962906289629062916292629362966295629462936292629162906 2 9 9 63016 2 9 8 6 2 9 7 6 2 9 66295 6294 6 2 9 3 62 9 2 6 2 9 1 6 2 9 1 62866285629062906291629262936294629162926290 62936290>>>>>>>>>SSSWL WL WLWLWLWLWL SSSSSSSSSSSSSS6302FIRE STORAGE TANK(SIZE TO BE DETERMINEDAT BUILDING PERMIT)SEPTIC DISTRIBUTIONTANK AND LEACH FIELDPOTABLE WATERDISTRIBUTION LINEEXISTING WELLFIRE SUPPRESSIONTANK SUPPLY LINEFIRE SUPPRESSIONSYSTEM SUPPLY LINEFIRE SUPPRESSIONSYSTEM SUPPLY LINE62956300XGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGAS6295WLWLWLWLWLWLWLWLWLWLWLWLPROPOSED CHLORINATIONBUILDINGKnow what'sbelow.before you dig.CallRPROPOSED ELECTRIC MANHOLEPROPOSED DRAINAGE DRY-WELLPROPOSED SEWER MANHOLEPROPOSED TELEPHONE MANHOLEPROPOSED UTILITY MANHOLEPROPOSED GUY WIREPROPOSED POWER POLEPROPOSED FIRE HYDRANTPROPOSED WATER VALVEPROPOSED CURB STOPPROPOSED GAS METER/VALVEPROPOSED ELECTRIC TRANSFORMERPROPOSED ELECTRIC METERPROPOSED TELEPHONE PEDESTALPROPOSED CATV PEDESTALPROPOSED SEWER CLEANOUTPROPOSED LIGHT POLEPROPOSED SIGNPROPOSED STORM INLETPROPOSED 8" WATER MAINPROPOSED 8" SANITARY SEWER MAINPROPOSED GASPROPOSED TELEPHONEGASGASPROPOSED UNDERGROUND ELECTRICPROPOSED CABLEPROPOSED STORM SEWERTELTELUELUELUTVUTVPROPOSED OVERHEAD ELECTRICOELOELPROPOSED IRRIGATION PIPEIRRIRR8''SA8''SAPROPOSED 12" WATER MAINEXISTING ELECTRIC MANHOLEEXISTING DRAINAGE DRY-WELLEXISTING SEWER MANHOLEEXISTING TELEPHONE MANHOLEEXISTING UTILITY MANHOLEEXISTING GUY WIREEXISTING POWER POLEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING CURB STOPEXISTING GAS METEREXISTING ELECTRIC TRANSFORMEREXISTING ELECTRIC METEREXISTING TELEPHONE PEDESTALEXISTING CATV PEDESTALEXISTING SEWER CLEANOUTEXISTING LIGHT POLEEXISTING SIGNEXISTING STORM INLETEXISTING STORM SEWERXSDXSDXSDXSDEXISTING EASEMENTEXISTING PROPERTY LINEEXISTING SETBACK (XX')20'STBKEXISTING 8" WATER MAINXWLXWLEXISTING 8" SANITARY SEWER MAINEXISTING ELEC, TELE, CABLE, GASXETCGXETCGEXISTING GASXETCXETCEXISTING TELEPHONEXGASXGASXGASEXISTING UNDERGROUND ELECTRICEXISTING CABLEEXISTING FIBER OPTICEXISTING ELEC, TELE, CABLEXUTXUTXUTXELXELXELXTVXTVXTVXFOXFOXFOEXISTING OVERHEAD ELECTRICOELOELEXISTING IRRIGATION PIPEXIRRXIRREXISTING SWALE OR DITCH>>>>XSAXSAPROPOSED UNDERDRAIN>>>>1.ALL MINIMUM DEPTHS, SEPARATION DISTANCES, MATERIALS AND/OR USE OF CONDUIT SHALL BECONFIRMED AND COORDINATED WITH THE UTILITY PROVIDER PER UTILITY AGREEMENTS.2.ALL UTILITY LINES AND/OR CONDUITS TO BE BACKFILLED WITH SUITABLE MATERIAL FREE OF ROCKS >11/2" Ø. USE CLASS 6 AGGREGATE BASE MATERIAL FOR BEDDING, AND/OR SUITABLE ONSITE MATERIAL.INSTALL PER UTILITY PROVIDER SPECIFICATIONS. BACKFILL TRENCHES WITH SUITABLE ONSITEMATERIALS. MINIMUM COMPACTION 95% IN PAVED AREAS.3.GAS AND ELECTRIC TO BE INSTALLED IN SEPARATE TRENCHES. SEWER SERVICES TO BE INSTALLED AMINIMUM 10' FROM WATER SERVICES AS FEASIBLE. COMMUNICATIONS MAY BE INSTALLED IN COMBINEDTRENCHES PER CONSTRUCTION FEASIBILITY AS LONG AS MINIMUM SEPARATION DISTANCES ANDDEPTHS OF BURY ARE MAINTAINED. INSTALL WARNING TAPE OVER ALL UTILITY LINES.UTILITY SERVICE MINIMUM DEPTHWATER--------------------------------5.5'SEWER--------------------------------5.0'ELECTRIC----------------------------4.0'CABLE TV----------------------------3.0'PHONE--------------------------------3.0'GAS----------------------------------- 3.0'1.CONTRACTOR TO COORDINATE ABANDONMENT, RELOCATION, AND BURIAL OF THE EXISTING UTILITIESWITH THE UTILITY PROVIDERS. CONTRACTOR TO PROVIDE ALL TRENCHING, BEDDING, AND BACKFILLWORK NECESSARY FOR UTILITY RELOCATION. THE UTILITY PROVIDER IS TO PERFORM ALL LINEWORKNECESSARY.2.THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE LIMITS OFCONSTRUCTION. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIORCONSENT OF THE PROPERTY OWNER(S) INVOLVED.3.THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, LOCATESOR OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOMEINSTANCES. THESE UTILITIES, AS SHOWN MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OFUTILITIES PRIOR TO CONSTRUCTION.4.ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICETHROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE ANDLIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION.5.CONTRACTOR TO COORDINATE ALL UTILITY LINEWORK WITH THE RESPECTIVE UTILITY COMPANYPRIOR TO CONSTRUCTION.6.ALL SITE AND UTILITY WORK SHALL BE IN COMPLIANCE WITH CDOT RULES & REGULATIONS. APRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO COMMENCEMENT OF WORK.GENERAL UTILITY NOTES:SHALLOW UTILITY NOTES:UTILITY PLAN LEGENDOPRISESNGINEERING, LLC.CIVIL CONSULTANTSXXXXXXJOB NO.DATE:XX-XX-XX502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313UTILITY PLANDESIGNED BYDRAWN BYCHECKED BYXXX00/00/00XXX00/00/00XXX00/00/00DATEREVISION00/00/00XXXC-0.0DRAWING NO.TITLEG:\2017\17250-BLUE MTN STORAGE\CIVIL\CIVIL DWGS\DE\17250-BLUEMTNSTOR-DE.DWG - Jan 04, 2019 - 10:57am BLUE MOUNTAIN STORAGE GARFIELD COUNTY STORAGE FACILITY GARFIELD COUNTY, COLORADO LIMITED IMPACT REVIEW NORTH1 inch = ft.( IN FEET )GRAPHIC SCALE03030603012015 DRAINAGE & IRRIGATIONEASEMENT52.7'100.0'15.0'IRRIGATION EASEMENT20.0'FIRELANE20.0'ACCESS, UTILITY DRAINAGE& IRRIGATION EASEMENTCOUNTY ROAD 100 24.0' 30.0'10.0'IRRIGATIONEASEMENT>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>x x x x x x x x x x x x x x x x xx >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x X X xxxxxxxxxxxxxxxxxxx589.0'8.0' 9.0'17.0' 22.0'81612T.O. RANCH LANE24" PERIMETERCONCRETE RIBBON18.0' 48" LOADING DOCK 24" LOADING DOCKR15.0 'R3.0'R5.0'59.0'R 5 . 0 '24" GRAVELSHOULDER, TYP.9.0'R5.0'28.0'SNOW STORAGE AREASNOW STORAGE AREAAPPROXIMATE LOCATION OFNON-JURISDICTIONAL WETLANDS. HISTORICDISTURBED ARES ASSOCIATED WITH HAYINGOPERATIONS EXTEND TO EXISTING FENCE LINE.EXISTING IRRIGATION DITCHCONCRETE VALLEY PANLOADING DOCKRETAINING WALL13.5'13.5'HIGHWAY 82EXISTING IRRIGATIONTAILWATER DITCH36.1'18.0' 41.1'SNOW STORAGE AREASNOW STORAGE AREA 29.0'60' ROW 112.7'EXISTINGIRRIGATION DITCH351.2'36.2 ' 210.9' 242.0'Know what'sbelow.before you dig.CallROPRISESNGINEERING, LLC.CIVIL CONSULTANTSXXXXXXJOB NO.DATE:XX-XX-XX502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313DESIGNED BYDRAWN BYCHECKED BYXXX00/00/00XXX00/00/00XXX00/00/00DATEREVISION00/00/00XXXC-1.0DRAWING NO.TITLEG:\2017\17250-BLUE MTN STORAGE\CIVIL\CIVIL DWGS\DE\17250-BLUEMTNSTOR-DE.DWG - Jan 04, 2019 - 10:56am NORTH1 inch = ft.( IN FEET )GRAPHIC SCALE03030603012015R 6 0 . 0 0 'SITE PLANBLUE MOUNTAIN STORAGE GARFIELD COUNTY STORAGE FACILITY GARFIELD COUNTY, COLORADO LIMITED IMPACT REVIEW S89° 55' 23"W 752.33'S0° 09' 37"W 290.00' S0° 00' 00"E 586.52'N89° 55' 00"E 591.42'S80° 28' 04"E 762.04'N80° 28' 04"W 303.70'N80° 53' 24"W 299.71'S0° 01' 43"W 482.28'S0° 01' 43"W 40.00'N89° 55' 23"E 595.70'N89° 55' 23"E 595.68'S0° 00' 00"E 383.73'N90° 00' 00"E 58.66'S0° 00' 00"E 59.49'N0° 00' 00"E 57.92'S89° 50' 30"E 58.77'N89° 58' 48"E 101.37'S0° 00' 45"E 24.33'284.75'301.77' 38.69'38.56'251.44'345.04'S0° 01' 43"W 40.00'T.O.RANCH LANEN0° 00' 00"E 60.00'N90° 00' 00"E 20.00'N0° 00' 00"E 278.32' 172.29'170.08'112.46'108.63'23.06'721.47'40.57'134.27'127.63'490.43'CENTERLINE 30' WIDEDRAINAGE ANDIRRIGATION EASEMENT(Rec. #744578)CENTERLINE 20'WIDE HOLYCROSSASSOCIATION,INC. ELECTRICALEASEMENT (BK.415 PG. 287)CENTERLINE 15' WIDEIRRIGATION EASEMENT(Rec. #744578)N37° 53' 18"E218.58'N18° 21' 27"E 347.37'N27° 52' 01"E 126.71'N37° 22' 2 9 " E 1 5 3 . 6 5 'S59° 44' 01"W81.04'15' DRAINAGE ANDIRRIGATION EASEMENT(Rec. #744578)10' IRRIGATIONEASEMENT(Rec. #744578 SEEROW/ EASEMENTNOTE 1)15' IRRIGATION EASEMENT(Rec. #744578)15' DRAINAGEAND IRRIGATIONEASEMENT(Rec. #744578)DRAINAGE ANDIRRIGATION EASEMENTVARIABLE WIDTH(PER THIS PLAT)LOT 1257,886 SQ.FT.5.920 ACRESROW30,711 SQ.FT.0.705 ACRESLOT 3214,587 SQ.FT.4.926 ACRESLOT 2267,209 SQ.FT.6.134 ACRESSTATE HIGHWAY 82N1/4 CORNER SEC 31ACCESS, UTILITY, DRAINAGEAND IRRIGATION EASEMENT(Rec. #744578)IRRIGATION EASEMENTVARIABLE WIDTH(PER THIS PLAT)UTILITY EASEMENTVARIABLE WIDTH(PER THIS PLAT)15'10'N89° 55' 23"E 25.00'S60° 04' 37"E 10.00'N84° 55' 23"E 156.29'509.83'440.00'CENTERLINE 60'WIDE COUNTY ROADRIGHT-OF-WAYPER BOOK 20 PAGE193 AS RECEPTONNo. 1417830'30'FOUND #5 REBAR &1.25' PLASTIC CAP L.S. #38215FOUND #5 REBAR &1.25' PLASTIC CAP L.S. #38215FOUND 3" 1963 BRASS CAP ON 1" PIPE MARKED GARFIELD COUNTYSURVEYOR AS SHOWN ON COLORADO LAND SURVEY MONUMENTRECORD FILED JULY 31 1989 BY LEE E. INGRAM (CDOT)40.0' WITNESS CORNER PER MAP #303A RECORDED MAY 27, 1963AS RECEPTION No. 221609ACCEPTED AS A FAITHFUL RESET OF MONUMENTFOUND REBAR &CAP L.S. #16842FOUND WC REBAR &CAP L.S. #19598FOUND REBAR &CAP L.S. #19598FOUND REBAR &CAP L.S. #19598(TYPICAL)FOUND REBAR &CAP L.S. ILLEGIBLEFOUND #5REBAR & 1.25"PLASTIC CAP L.S.19598FOUND #5 REBAR & 1.25"PLASTIC CAP L.S. 19598(TYPICAL)N89° 55' 23"E 1417.36'N5° 18' 15"E 308.41 'SEE ROW/EASEMENTNOTE 243.51'SURVEYOR'S CERTIFICATEI, MARK S. BECKLER, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OFTHE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE 2ND AMENDED FINAL PLAT T.O.RANCH SUBDIVISION AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROMAN ACCURATE SURVEY OF SAID PROPERTY BY ME OR UNDER MY SUPERVISION, AND CORRECTLY SHOWS THELOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID AMENDED FINAL PLAT AS THE SAMEARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OFLAND.IN WITNESS WHEREOF, I HAVE SET MY HAND AND SEAL THIS _____ DAY OF _____________, A.D., 2018. _______________________________________ MARK S. BECKLER, P.L.S. #28643CERTIFICATION OF OWNERSHIPKNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, JRP, LLC, A COLORADO LIMITED LIABILITY COMPANY, ISTHE SOLE OWNER IN FEE SIMPLE OF ALL THAT PROPERTY DESCRIBED AS:LOTS 1, 2 AND 3AMENDED FINAL PLATT.O.RANCH SUBDIVISIONACCORDING TO THE PLAT THEREOF RECORDED MARCH 14, 2008 AS RECEPTION NO. 744578THAT THE AFORESAID OWNER HAS BY THESE PRESENTS LAID OUT, PLATTED AND SUBDIVIDED THE ABOVE DESCRIBEDPROPERTY ON THIS 2ND AMENDED FINAL PLAT AND REAFFIRMS THE SAME AS THE SECOND AMENDED PLAT T.O.RANCH SUBDIVISION, A SUBDIVISION OF A PART OF GARFIELD COUNTY, COLORADO.AND OWNER DOES HEREBY DEDICATE FOR THE PUBLIC USE THE UTILITY EASEMENT ALONG THE NORTH BOUNDARY OFLOT 1, SHOWN HEREON, FOR THE PURPOSE SO DESIGNATED; AND DOES FURTHER DEDICATE TO THE OWNER(S) OF LOT2 THE IRRIGATION EASEMENT ALONG THE NORTH SIDE OF LOT 1, SHOWN HEREON, FOR THE OPERATION,MAINTENANCE AND REPAIR OF THE IRRIGATION DITCH WITHIN SAID EASEMENT.OWNER:JRP, LLC, A COLORADO LIMITED LIABILITY COMPANYBY:______________________________ JAMES R. PITTSAS:MANAGERIN WITNESS HEREOF SAID OWNER HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS ________ DAY OF____________________, A.D., 2018STATE OF COLORADO)) SSCOUNTY OF GARFIELD)THE FOREGOING CERTIFICATION OF OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS ________ DAY OF_______________, 2018, BY JAMES R. PITTS AS MANAGER OF JRP, L.L.C., A COLORADO LIMITED LIABILITY COMPANY.MY COMMISSION EXPIRES: __________________________________WITNESS MY HAND AND SEAL__________________________________________________NOTARY PUBLICNOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGALACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARSAFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTIONBASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TENYEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.SOPRIS ENGINEERING - LLCCIVIL CONSULTANTS502 MAIN STREET, SUITE A3CARBONDALE, COLORADO 81623(970) 704-0311 SOPRISENG@SOPRISENG.COM 12/24/2018 - 17250 - G:\2017\17250-Blue Mtn Storage\SURVEY\Survey DWGs\Survey Plots and Exhibits\17250_2ND_AMEND_PLAT-ROTATED.dwgVICINITY MAPSCALE: 1" = 2000'CLERK AND RECORDER'S ACCEPTANCETHIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY AT_______________ O'CLOCK ______.M., ON THE _________ DAY OF ___________________, A.D. 2018, AND IS DULYRECORDED IN BOOK _________, PAGE _________, RECEPTION NO. ________________.______________________________CLERK AND RECORDERBY: _______________________________________DEPUTYSECOND AMENDED FINAL PLATT.O. RANCH SUBDIVISIONLOTS 1, 2 AND 3 OF THE AMENDED FINAL PLAT T.O. RANCH SUBDIVISIONSITUATED IN SECTION 31, TOWNSHIP 7 SOUTH., RANGE 87 WEST OF THE 6TH P.M.,COUNTY OF GARFIELD, STATE OF COLORADOSHEET 1 OF 1SITECOUNTY 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 SEQ,DATED THIS _________ DAY OF _______________________, A.D., 2018. _______________________________ GARFIELD COUNTY SURVEYORBOARD OF COUNTY COMMISSIONER'S CERTIFICATEBASED UPON THE REVIEW AND RECOMMENDATION OF THE GARFIELD COUNTY DIRECTOR OF COMMUNITYDEVELOPMENT, THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, HEREBY APPROVES THIS2ND AMENDED FINAL PLAT THIS ___ DAY OF _______________, A.D., 2018, FOR FILING WITH THE CLERK ANDRECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWNHEREON, SUBJECT TO THE PROVISIONS THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THEFINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, PUBLIC ROADS, HIGHWAYS OR EASEMENTSDEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS BYSEPARATE RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION,REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY OTHER PUBLIC DEDICATION SHOWN HEREON.___________________________________CHAIRMAN, BOARD OF COUNTY COMMISSIONERSGARFIELD COUNTY, COLORADOWITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD.ATTEST:__________________________________COUNTY CLERKPLAT PURPOSE NOTE:THE PURPOSE OF THIS PLAT IS TO ADJUST THE RIGHT OF WAY WIDTH OF COUNTY ROAD 100 AND RESTRICTPRIMARY RESIDENTIAL DEVELOPMENT ON ALL LOTS.TITLE CERTIFICATEI, __________________________________ AN AGENT AUTHORIZED BY A COMMONWEALTH TITLE COMPANY OFGARFIELD COUNTY, INC., DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THISPLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN JRP, L.L.C., FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES(INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORDAFFECTING THE REAL PROPERTY IN THIS PLAT) EXCEPT AS FOLLOWS:____________________________________________________________________________________________________________________________________________________________________________________.AND ALL MATTERS OF RECORD SET FORTH UNDER SCHEDULE B-2 "EXCEPTIONS" BY THAT CERTAIN COMMITMENT FORTITLE INSURANCE DATED SEPTEMBER 10, 2018 (FILE NO. 1809027) AND TITLE INSURANCE DATED JUNE 12, 2018(1806033-1) BOTH ISSUED BY PATRICK P. BURWELL AS AGENT FOR COMMONWEALTH TITLE COMPANY OF GARFIELDCOUNTY, INC. ("COMMITMENT") UPON SATISFACTION OF ALL SCHEDULE B-1 "REQUIREMENTS" AS SET FORTH BY SAIDCOMMITMENTDATED THIS _____ DAY OF ___________________, A.D., 2018.TITLE COMPANY: COMMONWEALTH TITLE COMPANY OF GARFIELD COUNTY, INC.______________________________________(AGENT)COUNTY TREASURER CERTIFICATEI, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE ENTIRE AMOUNT OF TAXES AND ASSESSMENTS DUE ANDPAYABLE AS OF ___________________________ 2018, UPON ALL PARCELS OF REAL ESTATE DESCRIBED ON THIS PLATARE PAID IN FULL. DATED THIS ______ DAY OF ______________________, A.D., 2018.____________________________________TREASURER OF GARFIELD COUNTY1 inch = ft.( IN FEET )GRAPHIC SCALE080801608032040PLAT NOTES:1.THE REAL PROPERTY PLATTED HEREIN IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF: SECONDAMENDED AND RESTATED DECLARATION OF PROTECTIVE COVENANTS FOR THE T.O. RANCH SUBDIVISION RECORDEDIN THE RECORDS OF THE CLERK AND RECORDER FOR GARFIELD COUNTY, COLORADO ON ________ AS RECEPTION NO.________ (“COVENANTS”).2.THE INDIVIDUAL LOT OWNERS SHALL BE RESPONSIBLE FOR THE CONTROL OF NOXIOUS WEEDS.3.ACCESSORY DWELLING UNITS HAVE BEEN APPROVED FOR LOTS 1, 2 AND 3 SUBJECT TO COMPLIANCE WITH THETERMS, CONDITIONS AND PROVISIONS OF THE GARFIELD COUNTY LAND USE AND DEVELOPMENT CODE.4.A SITE SPECIFIC GEOTECHNICAL INVESTIGATION SHALL BE CONDUCTED FOR EACH LOT TO DETERMINE PROPERFOUNDATION DESIGN AND MITIGATION OF POTENTIAL GEOLOGIC HAZARDS.5.SEWAGE TREATMENT SHALL BE PROVIDED TO EACH LOT PURSUANT TO AN INDIVIDUAL SEWAGE TREATMENTSYSTEM (ISTS) DESIGNED BY A PROFESSIONAL ENGINEER AND EACH ISTS AND ACCOMPANYING ABSORPTION FIELDSHALL BE LOCATED IN ACCORDANCE WITH THE REQUIREMENTS OF COLORADO DEPARTMENT OF HEALTH GUIDELINESON INDIVIDUAL SEWAGE DISPOSAL SYSTEM SETBACKS.6.ALL FENCING SHALL BE RESTRICTED TO FACILITATE WILDLIFE MOVEMENT, OPTIMIZE WILDLIFE HABITATAVAILABILITY AND REDUCE WILDLIFE MORTALITY.7.EACH LOT ADDRESS SHALL BE MARKED AND LOCATED SO AS TO BE CLEARLY VISIBLE FROM THE NEARESTDEDICATED ROAD.8.ALL OWNERS, GUESTS, EMPLOYEES, AGENTS AND REPRESENTATIVES THEREOF SHALL BE PROHIBITED FROMCHASING, SCARING, FRIGHTENING OR UTILIZING ANY OTHER MEANS OR FORMS OF HARASSMENT TO COERCEWILDLIFE OFF ANY LOTS.9.AT THE TIME OF ISSUANCE OF BUILDING PERMIT, EACH LOT 2 AND LOT 3 SHALL BE REQUIRED TO PAY TO THEDEPARTMENT OF BUILDING AND PLANNING, GARFIELD COUNTY, COLORADO, A ONE TIME OFF-SITE ROAD IMPACT FEEOF TWO THOUSAND EIGHT HUNDRED THIRTY FOUR AND 08/100 DOLLARS ($2,834.08); LOT 1 SHALL BE REQUIRED TOPAY A ONE TIME OFF-SITE ROAD IMPACT FEE OF ONE HUNDRED NINETY SEVEN AND 40/100 DOLLARS ($197.40) PER1,000 SQUARE FEET OF BUILDING.10.ALL COSTS AND EXPENSES RELATING TO THE MAINTENANCE, REPAIR AND REPLACEMENT OF THE PUBLIC ROADSDEDICATED HEREIN SHALL BE BORNE EXCLUSIVELY BY THE LOT OWNERS PRO RATA AS SET FORTH IN THE COVENANTS.11.NO OPEN HEARTH SOLID-FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN A SUBDIVISION. ONE (1) NEWSOLID FUEL BURNING STOVE AS DEFINED BY C.R.S. 25-7-401, ET SEQ., AND THE REGULATIONS PROMULGATEDTHEREUNDER, WILL BE ALLOWED IN ANY UNIT. ALL UNITS WILL BE ALLOWED AN UNRESTRICTED NUMBER OF NATURALGAS BURNING STOVES AND APPLIANCES.12.GARFIELD COUNTY HAS ADOPTED A "RIGHT TO FARM" PROVISION IN THE GARFIELD COUNTY ZONINGRESOLUTION, SECTION 1.08, WHICH STATES AMONG OTHER THINGS THAT, "RESIDENTS AND VISITORS MUST BEPREPARED TO ACCEPT THE ACTIVITIES, SIGHTS, SOUNDS, AND SMELLS OF GARFIELD COUNTY'S AGRICULTURALOPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY WITH STRONG RURAL CHARACTER ANDA HEALTHY RANCHING SECTOR.13.STRUCTURES IN EXCESS OF 3,600 SQUARE FEET SHALL BE EQUIPPED WITH AUTOMATIC FIRE SPRINKLERSYSTEMS.14.ALL ACCESSORY DWELLINGS MUST BE DESIGNED TO ALLOW FOR THE VENTILATION OF RADON GAS.15.ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE. HAVE OBLIGATIONS UNDER STATE LAW AND COUNTYREGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGATION DITCHES, CONTROLLING WEEDS,KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING, AND OTHERASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARNABOUT THESE RIGHTS AND RESPONSIBILITIES AND ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOODINTRODUCTORY SOURCE OF INFORMATION IS "A GUIDE TO RURAL LIVING & SMALL SCALE AGRICULTURE" PUT OUT BYTHE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY.16.PRIMARY RESIDENTIAL DWELLING UNITS ARE PROHIBITED ON LOTS 1, 2 AND 317.NON RESIDENTIAL USES ARE ALLOWED PER THE GARFIELD COUNTY LAND USE AND DEVELOPMENT CODESURVEY NOTES:1.DATE OF SURVEY: DECEMBER, 2017.2.DATE OF PREPARATION: AUGUST – OCTOBER, 2018.3.BASIS OF BEARING FOR THIS SURVEY IS A BEARING OF N 89°52'45" E BETWEEN THE NORTHWEST CORNER OFSECTION 31, BLM BRASS CAP IN PLACE AND THE WITNESS CORNER TO THE NORTH QUARTER CORNER OF SECTION 31,A GARFIELD COUNTY SURVEYOR BRASS CAP IN PLACE.4.BASIS OF SURVEY:THE COUNTY ROAD RIGHT-OF-WAY PLAT RECORDED AS RECEPTION NO. 14178, THE FINALPLAT OF T.O. RANCH SUBDIVISION RECORDED AS RECEPTION NO. 603359, THE AMENDED FINAL PLAT OFT.O. RANCHSUBDIVISION RECORDED AS RECEPTION NO. 744578, VARIOUS DOCUMENTS OF RECORD AND THE FOUND SECTIONAND PROPERTY CORNER SURVEY MONUMENTS, AS SHOWN.5.THIS SURVEY DOES NOT COSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINEOWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS-OF-WAY AND/ORTITLE OF RECORD, SE RELIED UPON THE ABOVE SAID ITEMS DESCRIBED IN SURVEY NOTE 4 AND THE TITLECOMMITMENTS PREPARED BY COMMONWEALTH TITLE COMPARY OF GARFIELD COUNTY, INC. FILE NO. 1806033-1WITH AN EFFECTIVE DATE OF JUNE 12, 2018 FOR LOT 1 AND FILE NO. 1809027 WITH AN EFFECTIVE DATEOFSEPTEMBER 10, 2018 FOR LOTS 2 AND 3.ROW/EASEMENT NOTE:1.SAID T.O. RANCH SUBDIVISION PLAT AND SAID AMENDED PLAT BOTH DEPICT COUNTY ROAD NO. 100RIGHT-OF-WAY ADJOINING THE SUBDIVISION’S EASTERLY BOUNDARY AS BEING 50 FOOT IN WIDTH. THIS SECONDAMENDED PLAT ESTABLISHES SAID RIGHT-OF-WAY AS 60 FOOT WIDE PER RECEPTION NO. 14178 OF THE GARFIELDCOUNTY RECORDS. THIS CHANGE OF RIGHT-OF-WAY WIDTH RESULTED IN LOT 1 AND T.O. RANCH LANE RIGHT-OF-WAYBECOMING NARROWER DUE TOTHE ADDITIONAL RIGHT-OF-WAY WIDTH. PORTIONS OF THE PRIOR PLATTED 15 FOOTWIDE IRRIGATION EASEMENT ALONG THE EASTERLY BOUNDARY OF SAID LOT 1 ALSO ARE WITHIN THE NEWRIGHT-OF-WAY PER THIS PLAT. THE WESTERLY BOUNDARY OF SAID 15 FOOT WIDE IRRIGATION EASEMENT ISGENERALLY THE SAME AS THE CURRENT WESTERLY BOUNDARY OF THE 10 FOOT IRRIGATION EASEMENT PER THISSECEND AMENDED PLAT, SHOWN IN THE SAME LOCATION.2.THE CDOT HIGHWAY 82 RIGHT OF WAY WAS ESTABLISHED PER CDOT PROJECT NUMBER CX(FC)24-0082-26POSITIONED ON THE RECORD TIE TO THE W.C. 14 CORNER S30-S31 ROTATED TO CDOT MONUMENT 594.NW CORNER SEC 31BLM BRASS CAP Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision Page 1 of 8 SECOND AMENDED AND RESTATED DECLARATION OF PROTECTIVE COVENANTS FOR The T.O. Ranch Subdivision THIS SECOND AMENDED AND RESTATED DECLARATION OF PROTECTIVE COVENANTS FOR THE T.O. RANCH SUBDIVISION (“Declaration”) consisting of Lots 1, 2, and 3, T.O. Ranch Subdivision according to the Amended Final Plat thereof recorded March 14, 2008 as Reception No. 744578 (“Final Plat”) is made and entered into this _____ day of _________________, 2019 by JRP, L.L.C., a Colorado limited liability company, the Declarant hereunder. WHEREAS, the original Declaration of Protective Covenants was recorded on May 14, 2002 as Reception No. 603360 in the Office of the Clerk and Recorder of Garfield County, Colorado (“Original Declaration”) in conjunction with approval of the T.O. Ranch Subdivision (“Subdivision”) more particularly described within Article I of this Declaration; and WHEREAS, the Declaration was mistakenly terminated pursuant to Termination Declaration recorded on September 4, 2007 as Reception No. 732180 in the Office of the Clerk and Recorder of Garfield County, Colorado (“Termination”); and WHEREAS, Declarant caused an Amended and Restated Declaration of Protective Covenants to be recorded on October 8, 2007 as Reception No. 734773 in the Office of the Clerk and Recorder of Garfield County, Colorado (“Amended Declaration”) to reinstate the Declaration; and WHEREAS, on _____________, 2019 the Garfield County Board of County Commissioners approved the Second Amended Final Plat of the T.O. Ranch Subdivision, which was subsequently recorded on ________________________, 2019 as Reception No. _______________ (“Second Amended Plat”); and WHEREAS, contemporaneously with the approval of the Second Amended Plat the Garfield County Board of County Commissioners approved this Second Amended and Restated Declaration; and WHEREAS, Declarant intends that this Declaration replace and supersede the Original Declaration and Amended Declaration; and WHEREAS, Declarant seeks to record this Declaration with the Office of the Clerk and Recorder of Garfield County, Colorado. NOW, THEREFORE, Declarant hereby declares that the real property is held, sold, conveyed and occupied subject to the conditions, covenants, restrictions, easements, charges and liens hereinafter set forth. Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision Page 2 of 8 ARTICLE I. PURPOSE OF COVENANTS This Declaration shall govern and be applicable to that certain real property situated in Garfield County, Colorado, known as T.O. Ranch Subdivision consisting of three (3) lots (“Lots”) as defined and described in the Second Amended Plat. It is the purpose of this Declaration to allocate the costs and responsibilities of all common elements, maintenance and operation of On-site Wastewater Treatment Systems, use, maintenance and operation of individual water wells, as well as provide rules for the protection of the natural environment. This Second Declaration shall be a burden upon and run with all of the lands within the Subdivision and each owner of a Lot (individually a “Lot Owner” or collectively the “Lot Owners”) shall abide by the terms hereof. ARTICLE II. OWTS DESIGN AND PERFORMANCE STANDARDS All On-site Wastewater Treatment Systems (OWTS) in the State of Colorado are subject to the established minimum standards for the location, design, construction, performance, installation, maintenance, alteration and use of OWTS under the Colorado Department of Public Health and Environment (CDPHE), Water Quality Control Commission (WQCD), pursuant to: REGULATION NO. 43 - ON-SITE WASTEWATER TREATMENT SYSTEM REGULATION5 CCR 1002-43 The current and most recent version of this State regulation as amended by the Garfield County Board of Health and adopted as the Garfield County OWTS Regulations will apply to every On-site Wastewater Treatment Systems (OWTS) installed within the Subdivision and further comply with the following specific requirements: A. Regulation 43, as authorized by the On-site Wastewater Treatment System Act, C.R.S. § 25-10-101, established the minimum requirements for the adopted Garfield County OWTS Regulations including but not limited to permit application requirements; requirements for issuing permits; the inspection, testing, and supervision of installed systems; the maintenance and cleaning of systems; the disposal of waste material and the issuance of cease and desist orders. B. Each OWTS in the subdivision must be designed by a professional engineer registered in the State of Colorado pursuant to C.R.S. Section 12-25-101. C. A site and soil evaluation must be conducted for each property on which an OWTS is proposed, to determine the suitability of a location to support an OWTS, and to provide the designer a sound basis to select the most appropriate OWTS design for the location and application. Each site evaluation must include: preliminary investigation, site reconnaissance, detailed soil investigation, and a report and site plan. A written report must describe the results of the preliminary investigation, reconnaissance, and detailed evaluations. The report may be in text and/or tabular form and must include a drawing locating features relative to the proposed OWTS location and test locations. The report may be included as part of the OWTS design document prepared in accordance with Regulation 43, Section, 43.5, A–I. Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision Page 3 of 8 D. The minimum OWTS wastewater design flow values and strengths for commercial/industrial uses must be determined, for design purposes, from table values of estimated daily wastewater flows or an analysis of flows and strengths from comparable facilities in accordance with Regulation 43 Table 6-2, Section 43.6, A.4. E. Each OWTS in the subdivision must be designed based on a minimum treatment level 3 that can be achieved by incorporating various OWTS components in the design, as approved under Regulation 43, Section, 43.6, A.2. F. The OWTS design shall be capable of producing effluent quality, at prior to infiltration into the ground, which meets or exceeds the requirements of the United States Environmental Protection Agency for Secondary wastewater treatment [30mg/L biological oxygen demand (BOD) and 30mg/L total suspended solids (TSS)]. All OWTS must be designed as pressure dosed systems and constructed to achieve treatment level 3 (TL3) specified by the design to be in compliance with the provisions of Regulation 43, Section 43.6, B and with respect to the included Tables 6-3 and 6-4. G. Horizontal distances from the various components of a system to pertinent terrain features, including streams, lakes, water courses, springs, wetlands, wells, subsurface drains, cisterns, water lines, suction lines, dry gulches, cut banks, dwellings, other occupied buildings and property lines, must be in accordance with Regulation 43, Section 43.7, and the setback distance indicated in Tables 7-1 and 7-2. H. Each OWTS in the subdivision must be designed with specified components to be installed and constructed in accordance with the provisions in Regulation 43 covering general design criteria, Section 43.8, component design criteria, Section 43.9, soil treatment area, Section 43.10. and Design Criteria – Higher Level Treatment Systems, Section 43.11 I. Each Lot Owner in the subdivision must obtain final approval of a OWTS permit by the local public health agency, following installation and startup, that must include, receipt of letter from the design engineer certifying construction of the OWTS as per the approved design plan and receipt of a record drawing which includes a scale drawing showing all components of the OWTS including their location from known and findable points, dimensions, depths, sizes, manufacturers’ names and models as available, and other information relative to locating and maintaining the OWTS components. J. All system inspections, monitoring, effluent quality sampling, documentation, maintenance requirements, record drawings and certification letter to be in accordance with Regulation 43 Applicability, Section 43.4 and Operation and Maintenance Section 43.14. K. Garfield County has the authority to enforce the maintenance, repair, regulatory actions as provided for by County OWTS Regulations to ensure that an Onsite Wastewater Treatment system (OWTS) Installed and located within the Lots is in good operating order in accordance with the terms and provisions of this Declaration and the provisions of applicable State and County regulations regarding OWTS. Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision Page 4 of 8 L. The provisions of this Article II, shall not be amended or repealed by the Declarant, or Lot Owners without the written consent of the Board of County Commissioners for Garfield County, Colorado ARTICLE III. OWTS MANAGEMENT PLAN A. Each Lot Owner must be responsible for maintenance of an OWTS, to be performed by a qualified service provider, pursuant to the provisions of the Garfield County OWTS Regulations and the Design and Performance Standards set forth within Article II. For the required higher level treatment systems with applicable components under a service contract, a clearly visible, permanently attached label or plate giving instructions for obtaining service must be placed at a conspicuous location. For higher level treatment systems, two inspections at six-month intervals are required for the life of the system. The Lot Owner must maintain an active service contract with a qualified maintenance provider at all times and each time his/her current contract with a maintenance provider is renewed or replaced, the owner is required to send a copy to the Garfield County entity acting as the local board of health within 30 days of signing. For an OWTS for which monitoring and sampling of effluent is required the owner is responsible for contracting with a qualified service provider under their maintenance contract or to a delegated third party to collect, test effluent samples and maintain records of testing results to ensure compliance with the Garfield County OWTS Regulations, any permit conditions and the OWTS Maintenance Plan set forth in this Article. B. The qualified maintenance provider, under contract with the Lot Owner must, as required by regulation, notify the local public health agency when a service contract has been terminated. The qualified maintenance provider must obtain and hold appropriate training/certification for specific proprietary or generally approved treatment products as provided by the manufacturer or other qualified license/certifications (e.g. CPOW, NAWT, LPHA, CDPHE) necessary to provide the required operation and maintenance for the applicable OWTS. For an OWTS for which monitoring and sampling of effluent is required the qualified maintenance provider may be required to collect, test effluent samples and maintain records of testing results to ensure compliance with the Garfield County OWTS Regulations, any permit conditions the and the OWTS Maintenance Plan set forth in this Article. C. As a condition of OWTS permit approval and acceptance Garfield County may adopt regulations or issue site specific conditions requiring the scheduling of system maintenance/ cleaning, practices adequate to ensure performance of an OWTS, system monitoring, effluent sampling and require submission of proof of maintenance and effluent sampling to the County by the owner of the system. The County may include site specific permit conditions, pursuant to the Garfield County OWTS Regulations, to ensure that the systems are meeting the designed higher level treatment standards in accordance with the provisions of the Garfield County OWTS Regulations and the OWTS Maintenance Plan set forth in this Article. Pursuant to the Garfield County OWTS Regulations, a condition for use of an OWTS may require routine monitoring and effluent sampling for systems located in sensitive areas, Experimental systems; and/or Systems under product development permits. Enforcement of these regulations and/or conditions will remain with the Garfield County entity acting as the local board of health. Sampling may be required by the local public health agency in conjunction with an enforcement action at the owner’s expense. Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision Page 5 of 8 D. The provisions of this Article III, shall not be amended or repealed by the Declarant or Lot Owners without the written consent of the Board of County Commissioners for Garfield County, Colorado ARTICLE IV. COST SHARING AND USE OF T.O. RANCH LANE A. Use of T.O. Ranch Lane. T.O. Ranch Lane (“Shared Roadway”), as depicted on the Second Amended Plat, shall be utilized by the Owners of Lots 1, 2, and 3, T.O. Ranch Subdivision, and their respective tenants, guests, licensees and invitees, as the primary vehicular and pedestrian ingress and egress to and from each Lot. All use of the Shared Roadway shall be conducted in such a manner so that it does not unreasonably damage the Shared Roadway or any related improvement or unreasonably interfere with the free right and enjoyment of the Shared Roadway by other users. B. Maintenance of Shared Roadway. The three Lot Owners shall share the costs of operating, maintaining, repairing, and replacing the Shared Roadway one-third (1/3) each, which costs shall include, but not necessarily be limited to, snow removal, vegetation control, maintenance of signs, and operation and maintenance of any and all ditches and drainage facilities related to the Shared Roadway. Each Lot Owner shall have the authority to perform operation and maintenance activities on the Shared Roadway without prior notice to the other Lot Owners, except that in the event the cost of any act of operation or maintenance upon the Shared Roadway is estimated to be more than $5,000.00 the Lot Owner desiring to undertake such work shall meet and confer with the other Lot Owners at least twenty (20) days in advance of commencing such work, unless such work is necessitated by an emergency, in which case the Lot Owners need only exercise good faith efforts to consult with one another prior to commencing any emergency work. During the second calendar quarter of each year the Lot Owners shall meet with one another, account for any work upon the Shared Roadway done by any Lot Owner in the previous year, and financially reconcile between them so that the total cost of all work done in the previous year is shared proportionately. C. Damage to Roadway. In the event the Shared Roadway is damaged, and such damage is caused solely by the negligence of any of the Lot Owners, their agents, tenants, guests, licensees and invitees, the Shared Roadway shall be repaired in a timely manner by the damaging Lot Owner at such Lot Owners sole expense. D. Easement of Utilities Under Roadway. There shall also be reserved unto each Lot Owner an underground easement under T.O. Ranch Lane to the extent reasonably necessary for the purpose of installing, replacing, repairing, and maintaining cable television systems, master television antenna systems, fiber optic cables, security or similar systems,, and all utilities, including but not limited to, telephone, gas, stormwater, wastewater and electricity. In addition, there shall also be reserved unto each Lot Owner a surface easement upon and across T.O. Ranch Lane to the extent reasonably necessary for the purpose of installing, replacing and maintaining pavement, walkways, bicycle pathways, drainage systems, irrigation systems, street lights, utility meter boxes and required road signage. The exercise of this underground utility easement and this surface easement shall not unreasonably interfere with the use of any Lot. Costs for the operating, maintenance, repair and replacement for any utility line shall be the Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision Page 6 of 8 sole responsibility of the beneficiary Lot Owner thereof, or as otherwise agreed in writing by the Lot Owners. ARTICLE V. GENERAL PROVISIONS A. Lighting/Underground Utility Lines. All exterior lighting shall be the minimum amount necessary for its intended purpose and shall be directed downward and towards the respective Lot Owner’s Lot. All water, sewer, gas, electrical, telephone, cable television and other utility pipes or lines within the limits of the Subdivision shall be buried underground and not carried on overhead poles or above the surface of the ground. B. Water Wells. Domestic water service for the Subdivision shall be provided by three (3) individual wells with one (1) well allocated for each Lot. Each well or any replacement thereof must be properly permitted. At all times the Lot Owners shall comply with all conditions of the applicable well permits. Each Lot Owner shall be responsible for all costs associated with drilling, operating, maintaining, repairing and replacing their respective well. C. Noxious or Offensive Activity or Sounds. No noxious or offensive activity or sounds shall be carried on upon any portion of the Subdivision at any time, nor shall anything be done o permitted which may be or becomes a nuisance to other property or to the Lot Owners thereby by sight or sound. Notwithstanding the foregoing, all Lot Owners acknowledge that the use of any Lot as a self- storage facility does not constitute a noxious or offensive activity or otherwise violation this provision. D. No Objection to Land Use Changes. No Lot Owner shall object to any re-platting, use, change in use and/or rezoning of Lots 1, 2, or 3 T.O. Ranch Subdivision. Nor shall any Lot Owner object to any change in water wells or septic systems. E. Declaration to Run. All of the covenants, conditions and restriction contained in this Declaration shall be a burden on the title to all of the lands in the Subdivision, the benefits thereof shall inure to the Owners, and the benefits and burdens of all said covenants, conditions and restrictions shall run with the title to all of the lands in the Subdivision. F. Termination of Declaration. In the event this Declaration has not been sooner lawfully terminated pursuant to any applicable laws of the State of Colorado and Garfield County, Colorado, and the provisions herein contained, this Declaration may be terminated on January 1, 2025, by a unanimous vote of all three Lot Owners and the consent of Garfield County. If this Declaration is not so terminated, then it shall continue to be in full force and effect for successive twenty-five (25) year periods unless, at the close of a twenty-five (25) year period, this Declaration is terminated by a unanimous vote of all three Lot Owners, together with approval from Garfield County In the event of any such termination, a properly certified copy of the resolution of termination shall be placed on record in Garfield County, Colorado, not more than six (6) months after the meeting at which such vote is cast. G. Amendment of Declaration. This Declaration may be amended by a unanimous vote of all three Lot Owners, provided a properly certified copy of the resolution of amendment be placed on Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision Page 7 of 8 record in Garfield County, Colorado, no more than six (6) months after said meeting, and provided that Articles II and III may not be amended without consent from Garfield County. H. Severability. Should any part or parts of this Declaration be declared invalid or unenforceable by any court of competent jurisdiction, such decision shall not affect the validity of the remaining provisions of this Declaration. I. Paragraph Headings. The paragraph headings within this Declaration are for convenience only and shall not be construed to be a specific part of the terms hereof. IN WITNESS WHEROF, the Declarant has executed this Declaration on the date set forth above. JRP, L.L.C., a Colorado limited liability company By:_______________________________________ James Pitts, Manager Second Amended and Restated Declaration of Protective Covenants for The T.O. Ranch Subdivision Page 8 of 8 STATE OF COLORADO ) ) ss. COUNTY OF GARFIELD ) The foregoing instrument was acknowledged before me this ____ day of _______________, 2018 by James Pitts as Manager of JRP, L.L.C., a Colorado limited liability company. Witness my hand and official seal. My Commission Expires: . Notary Public Scanned with CamScanner Commonwealth Title Company of Garfield County, Inc. 127 E. 5th Street Rifle, CO 81650 Phone (970) 625-3300 / Fax (970) 625-3305 1322 Grand Avenue Glenwood Springs, CO 81601 Phone (970) 945-4444 / Fax (970) 945-4449 Date: September 18, 2018 File No. 1809027 Property Address. , Carbondale Tax Information Seller Attorney JRP, LLC, a Colorado limited liablity company Email:jim@landscapeworkshopinc.com Balcomb & Green PO Drawer 790 Glenwood Springs , CO 81601 Attn: Chad Lee Email:clee@balcombgreen.com Closing Contacts Glenwood Springs office - 970-945-4444 Linda Gabossi - linda@cwtrifle.com Connie Rose Robertson - connie@cwtrifle.com Rifle office - 970-625-3300 Denna Conwell - denna@cwtrifle.com Patti Reich - patti@cwtrifle.com COMMITMENT FOR TITLE INSURANCE SCHEDULE A File No. 1809027 1. Effective Date: September 10, 2018 at 7:59 AM 2. Policy or Policies to be issued: (a) ALTA OWNER POLICY (ALTA 6-17-06) $N/A Proposed Insured: (b) ALTA LOAN POLICY (ALTA 6-17-06) $N/A Proposed Insured: 3. The Estate or interest in the land described or referred to in the Commitment and covered herein is Fee Simple and is at the effective date hereof vested in: JRP, LLC, a Colorado limited liablity company 4. The land referred to in this Commitment is situated in the County of Garfield, State of Colorado and described as follows: Lots 2 and 3 Amended Final Plat T.O. Ranch Subdivision According to the plat thereof recorded March 14, 2008 as Reception No. 744578 TITLE CHARGES Informational Commitment $167.00 COUNTERSIGNED: ___________________Patrick P. Burwell_____________________________ Authorized Officer or Agent Valid Only if Schedule B and Cover Are Attached American Land Title Association Issuing Agent: Schedule A Commonwealth Title Company of Garfield County, Inc. (Rev'd 6-06) 127 East 5th Street Rifle, CO 81650 File No. 1809027 SCHEDULE B - SECTION 1 The Following are the requirements to be complied with prior to the issuance of said policy or policies. Any other instrument recorded subsequent to the date hereof may appear as an exception under Schedule B of the policy to be issued. Unless otherwise noted, all documents must be recorded to the office of the Clerk and Recorder of the County in which said property is located. 1. Note: Per Statement of Authority recorded June 28, 2018 as Reception No. 908621 the person(s) authorized to execute instruments conveying, encumbering or otherwise affecting title to real property are James R. Pitts, Manager on behalf of JRP, LLC, a Colorado limited liablity company 2. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 3. Pay the agreed amount for the estate or interest to be insured. 4. Pay the premiums, fees, and charges for the Policy to the Company. 5. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. This is an informational only commitment and no policy will be issued hereunder. 6. Receipt of satisfactory Improvement Survey Plat certified to the Company (i) prepared from an on-the-ground inspection by a registered land surveyor licensed in the State of Colorado; (ii) currently dated, showing the location of the Property and all improvements, fences, easements, roads, rights-of-way and encroachments or other matters identified in Schedule B - Section 2 of this Commitment, to the extent such matters are capable of being shown, (iii) containing a legal description of the boundaries of the Property by metes and bounds or other appropriate legal description; and (iv) meeting the criteria of Colorado Revised Statute 38-51-102(9), as amended, for an Improvement Survey Plat. NM 6 American Land Title Association Commitment Schedule B - Section 1 - Form 1004-5 DISCLOSURES Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph F provides: "Whenever a title entity provides the closing and settlement service that is in conjunction with the issuance of an owner's policy of title insurance, it shall update the title commitment from the date of issuance to be as reasonably close to the time of closing as permitted by the real estate records. Such update shall include all impairments of record at the time of closing or as close thereto as permitted by the real estate records. The title insurance company shall be responsible to the proposed insured(s) subject to the terms and conditions of the title commitment, other than the effective date of the title commitment, for all undisclosed matters that appear of record prior to the time of closing." Provided Commonwealth Title Insurance Company of Garfield County, Inc. conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy when issued. This Notice is required by Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph G. Pursuant to Colorado Division of Insurance Regulation 8-1-2, notice is hereby given that affirmative mechanic's lien protection for the prospective insured owner may be available upon compliance with the following conditions: A. The land described in Schedule A of this Commitment must be a single family residence, which includes a condominium or townhouse unit. B. No labor or materials may have been furnished by mechanics or materialmen for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C. The Company must receive appropriate affidavits indemnifying the Company against all unfiled mechanic's and materialmen's liens. D. Any deviation from conditions A through C above is subject to such additional requirements or information as the Company may deem necessary; or, at its option, the Company may refuse to delete the exception. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph M. Pursuant to Colorado Division of Insurance Regulation 8-1-3, notice is hereby given of the availability of a Closing Protection Letter which may, upon request, be provided to certain parties to the transaction. Pursuant to C.R.S. §10-11-122, notice is hereby given that: A) The subject real property may be located in a special taxing district; B) A Certificate of Taxes Due listing each taxing jurisdiction may be obtained from the County Treasurer's authorized agent; C) The information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor; and D) The company will not issue its policy of policies of title insurance contemplated by the commitment until it has been provided a Certificate of Taxes due from the County Treasurer or the County Treasurer's authorized agent; or until the Proposed Insured has notified or instructed the company in writing to the contrary C.R.S. §30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right, and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform. Pursuant to C.R.S. §10-11-123, notice is hereby given: This notice applies to owner's policy commitments containing a mineral severance instrument exception, or exceptions, in Schedule B, Section 2. A) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and B) That such mineral estate may include the right to enter and use the property without the surface owner's permission. If the transaction includes a sale of the property and the price exceeds $100,000.00, the seller must comply with the disclosure/withholding provisions of C.R.S. §39-22-604.5 (Nonresident withholding). Pursuant to C.R.S. §38-35-125(2), no person or entity that provides closing and settlement services for a real estate transaction shall disburse funds as a part of such services until those funds have been received and are available for immediate withdrawal as a matter of right. Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph J. "Good Funds Law" C.R.S. §39-14-102 requires that a real property transfer declaration accompany any conveyance document presented for recordation in the State of Colorado. Said declaration shall be completed and signed by either the grantor or grantee and Section 38-35-109 (2) of the Colorado Revised Statutes, 1973, requires that a notation of the purchasers legal address, (not necessarily the same as the property address) be included on the face of the deed to be recorded. File No. 1809027 SCHEDULE B - SECTION 2 Schedule B of the Policy or Policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the company: 1. Rights or claims of parties in possession not shown by the Public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts, which a correct survey and inspection of the premises would disclose, and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. 6. Any and all unpaid taxes, assessments and unredeemed tax sales. 7. Any lien or charge on account of the inclusion of subject property in an improvement district. 8. Any and all water rights, claims, or title to water, whether or not the matters excepted are shown by the public record. 9. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted and a right of way for ditches or canals as constructed by the authority of the United States, as reserved in United States Patent recorded June 24, 1895 as Reception No. 18504 . 10. Right of way for ditches and canals in place and in use. 11. Protective Covenants contained in instrument recorded February 3, 1971 in Book 416 at Page 578. 12. Terms and conditions set forth in Warranty Deed recorded June 22, 1992 in Book 834 at Page 584. 13. Water Allotment contract as evidenced in Memorandum recorded August 12, 1998 in Book 1083 at Page 131, September 16, 1998 in Book 1088 at Page 800, November 10, 1999 in Book 1160 at Page 821 and October 24, 2000 in Book 1214 at Page 120. 14. Garfield County Resolution No. 2001-76 recorded October 31, 2001 in Book 1298 at Page 378. 15. Terms and conditions of Subdivision Improvements Agreement recorded May 14, 2002 in Book 1354 at Page 884 and Addendum recorded May 14, 2002 in Book 1354 at Page 894. 16. Terms, conditions, restrictions and all matters set forth in Amended and Restated Declaration of Protective Covenants for the T.O. Ranch Subdivision recorded October 8, 2007 at Reception No. 734773. 17. Terms and conditions of Trench, Conduit and Vault Agreement recorded May 20, 2002 in Book 1356 at Page 3. 18. Right of Way Easement granted to Holy Cross Electric Association Inc. in instrument recorded December 2, 1970 in Book 415 at Page 284. 19. Easements, rights of way and all matters shown on the Final Plat of T.O Ranch Subdivision recorded May 14, 2002 as Reception No. 603359. 20. Easements, rights of way and all other matters shown on the Amended Final Plat of T.O. Ranch Subdivision recorded March 14, 2008 as Reception No. 744578. 21. Terms and conditions of Termination of Protective covenants recorded June 4, 2018 as Reception No. 907526 22. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof and the date on which all of the Schedule B, Part 1-Requirements are met. NOTE: EXCEPTION(S) N/A WILL NOT APPEAR IN THE POLICY TO BE ISSUED HEREUNDER. The Owner's Policy of Title Insurance committed for in this Commitment, if any, shall contain, in addition to the Items set forth in Schedule B - Section 2, the following items: (1) The Deed of Trust, if any, required under Schedule B - Section 1. (2) Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof. (3) any and all unpaid taxes, assessments and unredeemed tax sales. NOTE: The policy (s) of insurance may contain a clause permitting arbitration of claims at the request of either the Insured or the Company. Upon request, the Company will provide a copy of this clause and the accompanying arbitration rules prior to the closing of the transaction. American Land Title Association Commitment Schedule B - Section 2 Form 1004-12 COMMONWEALTH TITLE COMPANY PRIVACY POLICY We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information - particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: •Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means. •Information about your transactions with us, our affiliated companies, or others; and •Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy. We currently maintain physical, electronic and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. Garfield Coun ty, Colo rado Prin ted: 12/7 /2 018 at 1 0:0 4:1 2 AM Disc laimer This is a co mp ilatio n o f reco rds as th ey ap p ear in th e G arfield Co un ty Office s aff ecting th e area sh own . This d rawin g is to b e u sed o nly f or refe re nc e p urp ose s an d the Co un ty is n ot resp on sible for any in acc uracies he rein co n taine d. Garfie ld C o unty Land Explorer Co pyright Gar fie ld Cou nty, Colo rado | A ll Rights Reser ved© Gar f ield Count y Land Explor er ¬1 inch = 1,505 fe et 1 inch = 0.28 m ile s 0 0.4 0.80.2 Miles Gar fie ld Cou nty Colorad o Garfie ld County Colorado www.gar field-county.com Gar field C oun ty Pr inted by Web User Garfield County, Colorado Prin ted: 12/7 /2 018 at 1 0:0 6:34 AM Disc laimer This is a compilation of reco rds as they appear in th e G arfield County Offices aff ecting the area shown . This drawin g is to b e used only f or refe re nce p urpose s and the County is not resp onsible for any in acc uracies he rein containe d. Garfield Co unty L a nd Exp lorer Copyright Gar fie ld County, Colo rado | A ll Rights Reser ved© Garfield County Land Explorer ¬1 inch = 1,505 fe et 1 inch = 0.28 m ile s 0 0.4 0.80.2 Miles Gar fie ld County Co lorad o Garfield County Colorado www.gar field-county.com Gar field Coun ty Pr inted by Web User