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Home My WebLink Aboutpitkin.planning.291102300020,291102300021,291102300023 (2018)Bonnie Shiles <bonnie.shiles@pitkincounty.com> New Address Assignment: 168 Winding Way 1 message Tyler Lambuth <tyler.lambuth@pitkincounty.com>Mon, Sep 13, 2021 at 10:06 AM To: Elections <Elections@pitkincounty.com>, Bonnie Shiles <bonnie.shiles@pitkincounty.com>, Jake Anderson <jake.andersen@aspenfire.com>, Brian Pawl <Brian.Pawl@pitkincounty.com>, Brian Pettet <Brian.Pettet@pitkincounty.com>, Brooke Stott <bstott@basaltfire.org>, director@pitkin911.org, WDSSEngOpsServiceability@comcast.com, Debby Payne <Debby.Payne@pitkincounty.com>, Bill Gavette <gavette@carbondalefire.org>, Janice Vos <Janice.Vos@pitkincounty.com>, Joanna Schaffner <Joanna.Schaffner@pitkincounty.com>, Kurt Dahl <Kurt.Dahl@pitkincounty.com>, Lee Ledesma <Lee.Ledesma@cityofaspen.com>, Mary Lackner <Mary.Lackner@pitkincounty.com>, Omaha.AMC@centurylink.com, Scott Thompson <sthompson@roaringforkfire.org>, Sheila Babbie <Sheila.Babbie@cityofaspen.com>, Gary Tennenbaum <Gary.Tennenbaum@pitkincounty.com>, "Tehrani, Reza E - Aspen, CO" <Reza.E.Tehrani@usps.gov>, Scott Mattice <Scott.Mattice@pitkincounty.com>, Tyler Lambuth <tyler.lambuth@pitkincounty.com>, Bob Narracci <bob.narracci@cityofaspen.com>, Alex Burchetta - PCSO <alex.burchetta@pitkinsheriff.com>, Schuyler Clay <schuyler.clay@pitkincounty.com>, Shelley Popish <shelley.popish@pitkincounty.com>, Mariann.Szasz@usps.gov, Carmen.S.Suarez@usps.gov, Theresa.A.Kraft@usps.gov, Helen.B.Benitez@usps.gov, Kent.J.Christiansen@usps.gov, Phyllis.C.Arellano@usps.gov, Customercare@holycross.com, Kristin.Aragon@blackhillscorp.com, Larisa LaLonde <larisa.lalonde@pitkincounty.com>, Frank Rudecoff <frudecoff@roaringforkfire.org>, Kristi Long <kristi.long@pitkincounty.com>, Alex Sanchez <alex.sanchez@pitkincounty.com>, dconiglio@aspenhospital.org, Brian Davis <brian.davis@pitkincounty.com>, Eric.J.Gonzalez@usps.gov, Susan.K.Ballantine@usps.gov, Hayley.J.Failing@usps.gov, Eric.Sanchez@usps.gov, Bryan Daugherty <bryan.daugherty@pitkincounty.com>, Catalina Cruz <catalina.cruz@pitkincounty.com> ADDRESS NOTIFICATION Date: 9/13/2021 Effective Date: 9/13/2021 New Assigned Address: 168 Winding Way Aspen, CO 81611 Former Address: Reason for Assignment: New Single Family Residence Parcel ID: 291102300021 Property Owner Name: SEMRAU TIMOTHY & HEIDI Election Split: 5.3.007.0 Note: Address is being assigned for a proposed single-family residence on the above parcel. Please contact me with any questions or Further Clarification. Thank You, Tyler Lambuth (Interim Addressing Assistant) GIS Analyst, Pitkin County Government | IT Phone: 970.920.5012 (O) Email: tyler.lambuth@pitkincounty.com Address:530 E Main St #203, Aspen, CO 81611 2021 - 29, map184 Winding Way.pdf 3415K W IN DINGW AYCONUN D R UMCREEK R D 573 761 1053 651 82 ´Le ge nd Driveway Parcel Boundary Road Centerline 1:4 ,50 0 Address AssignmentDate: 9/3/2 021 New Add re ss Assigned:168 Win ding WayAspen CO 816 11 New Single Family Reside nce 168 Description: Case No: P066-18Parcel ID:2911-02-3-00-020 Application Date:8/28/18 Project Address: 1# Copies: Property Owner:HIDEOUT AT CONUNDRUM LLC 0 CONUNDRUM CREEK RD, ASPEN, CO 81611 Address: ASPEN, CO 81611 720 E HYMAN AVE, 301 Owner Phone: Owner's REP: CHRIS BENDON Address: 300 S SPRING ST, 202 ASPEN, CO 81611 REP's Phone: (970) 925-2855 15Allocated Hours: 8.8% Over Hours: Ezra LouthisPlanner: REP's Email:tim@sbdgreen.com Hideout at Conundrum LLC/Semrau Activity Envelope Review, Site Plan Review for driveway, Subdivision Exemption for a Lot Line Adjustment Referrals:EH & NR REFERRAL CDOW COUNTY ATTORNEY REFERRAL FIRE DEPT - ASPEN PLANNING ENGINEER REFERRAL Other Referrals: Comments Due Date:10/29/2018 Meetings:1st Meeting: 2nd Meeting: 3rd Meeting: Meeting Date: Review Body: Public Hearing? Notice Date: admin yes 09/27/2018 Meeting Notes: Approvals: BOCC Resolution #: BOCC Ordinance #: P&Z Determination #: HO Determination #: Admin Determination #:078-2019 #661111 Other Information: VR Approval Date: VR Expires Date: 12/11/2019 12/11/2022 Plat Recorded Date: Plat (Bk, PG): 02/28/2020 B128 P036-042 Remarks:B128 P36-38 #663168 B128 P39 #663169 B128 P40-41 #663170 B128 P42 #663171 Application Type:Activity Envelope Site Plan Subdivision Exemption Lot Line Adjustment Description: Case No: P066-18Parcel ID:2911-02-3-00-023 Application Date:8/28/18 Project Address: 1# Copies: Property Owner:HIDEOUT AT CONUNDRUM LLC 0 CONUNDRUM CREEK RD, ASPEN, CO 81611 Address: ASPEN, CO 81611 720 E HYMAN AVE, 301 Owner Phone: Owner's REP: CHRIS BENDON Address: 300 S SPRING ST, 202 ASPEN, CO 81611 REP's Phone: (970) 925-2855 15Allocated Hours: 8.8% Over Hours: Ezra LouthisPlanner: REP's Email:tim@sbdgreen.com Hideout at Conundrum LLC/Semrau Activity Envelope Review, Site Plan Review for driveway, Subdivision Exemption for a Lot Line Adjustment Referrals:EH & NR REFERRAL CDOW COUNTY ATTORNEY REFERRAL FIRE DEPT - ASPEN PLANNING ENGINEER REFERRAL Other Referrals: Comments Due Date:10/29/2018 Meetings:1st Meeting: 2nd Meeting: 3rd Meeting: Meeting Date: Review Body: Public Hearing? Notice Date: admin yes 09/27/2018 Meeting Notes: Approvals: BOCC Resolution #: BOCC Ordinance #: P&Z Determination #: HO Determination #: Admin Determination #:078-2019 #661111 Other Information: VR Approval Date: VR Expires Date: 12/11/2019 12/11/2022 Plat Recorded Date: Plat (Bk, PG): 02/28/2020 B128 P036-042 Remarks:B128 P36-38 #663168 B128 P39 #663169 B128 P40-41 #663170 B128 P42 #663171 Application Type:Activity Envelope Site Plan Subdivision Exemption Lot Line Adjustment Description: Case No: P066-18Parcel ID:2911-02-3-00-021 Application Date:8/28/18 Project Address: 1# Copies: Property Owner:HIDEOUT AT CONUNDRUM LLC 0 CONUNDRUM CREEK RD, ASPEN, CO 81611 Address: ASPEN, CO 81611 720 E HYMAN AVE, 301 Owner Phone: Owner's REP: CHRIS BENDON Address: 300 S SPRING ST, 202 ASPEN, CO 81611 REP's Phone: (970) 925-2855 15Allocated Hours: 8.8% Over Hours: Ezra LouthisPlanner: REP's Email:tim@sbdgreen.com Hideout at Conundrum LLC/Semrau Activity Envelope Review, Site Plan Review for driveway, Subdivision Exemption for a Lot Line Adjustment Referrals:EH & NR REFERRAL CDOW COUNTY ATTORNEY REFERRAL FIRE DEPT - ASPEN PLANNING ENGINEER REFERRAL Other Referrals: Comments Due Date:10/29/2018 Meetings:1st Meeting: 2nd Meeting: 3rd Meeting: Meeting Date: Review Body: Public Hearing? Notice Date: admin yes 09/27/2018 Meeting Notes: Approvals: BOCC Resolution #: BOCC Ordinance #: P&Z Determination #: HO Determination #: Admin Determination #:078-2019 #661111 Other Information: VR Approval Date: VR Expires Date: 12/11/2019 12/11/2022 Plat Recorded Date: Plat (Bk, PG): 02/28/2020 B128 P036-042 Remarks:B128 P36-38 #663168 B128 P39 #663169 B128 P40-41 #663170 B128 P42 #663171 Application Type:Activity Envelope Site Plan Subdivision Exemption Lot Line Adjustment RECEPTION#: 661111, R: $0.00, D: $0.00 DOC CODE: ADMIN DECISION Pg 1 of 11, 12111/2019 at 01:11:21 PM Janice K. Vos Caudill, Pitkin County, CO ADMINISTRATIVE DECISION OF THE PITHIN COUNTY, COLORADO COMMUNITY DEVELOPMENT DIRECTOR GRANTING APPROVAL TO HIDEOUT AT CONUNDRUM, LLC AND TIMOTHY AND HEIDI SEMRAU FOR A SUBDIVISION EXEMPTION FOR A LOT LINE ADJUSTMENT BETWEEN PARCEL 291102300020 AND PARCEL 291102300021, AND AN ACTIVITY ENVELOPE AND SITE PLAN REVIEW FOR PARCELS 291102300021 AND 291102300020 FOR A NEW DRIVEWAY, AND AN AMENDMENT TO THE ACTIVITY ENVELOPE AND SITE PLAN FOR PARCEL 291102300023 TO RELOCATE THE DRIVEWAY Administrative Decision No. _18_-2019 RECITALS 1. Hideout at Conundrum, LLC and Timothy and Heidi Semrau, (hereafter referred to as "Applicant'), has applied to the Pitkin County Community Development Director ("Director") pursuant to Sec. 2-30- 20(g)(4) of the Land Use Code to adjust the lot line between Parcels 291102300020 and 291102300021 to accommodate an OWTS on Parcel 291102300021. The Applicant is also requesting approval to obtain Activity Envelope and Site Plan Review approval to construct a driveway to serve as access for the three subject parcels. The existing driveway serving Parcel 291102300023 will be abandoned and revegetated. 2. Parcel 29 1 1023 00023 is located at 828 Conundrum Creek Road and is more specifically described in Attachment A. It contains approximately .88 acres and is anon -conforming size parcel in the AR -10 zone district. Pursuant to Administrative Decision No. 43-2014 recorded as Reception. No. 611407, it was determined that the parcel was not merged with adjacent parcels. An Activity Envelope and Site Plan Review for construction of a new single-family residence was approved pursuant to Administrative Decision No. 67-2015 recorded in Book 112 at Page 83. A Certificate of Occupancy was issued for a single-family residence in January 2019. 3. Parcel 291 1023 0002 1 is more specifically described in Attachment B. It contains approximately .29 acres and is a non -conforming size parcel in the AR -10 zone district. The parcel is currently undeveloped but previously contained a cabin. 4. Parcel 29 1 1023 00020 is more specifically described in Attachment C. It contains approximately 7. 49 acres and is a non -conforming size parcel in the AR -10 zone district, Hearing Officer Determination No. 048-2001 recorded as Reception. No. 462892 approved a 1041 Building Envelope for construction of a single-family residence and Special Review for a Caretaker Dwelling Unit (CDU). The 1041 Site Plan was recorded at Plat 71 at Page 8. Hearing Officer Determination No. 032-2004 recorded as Reception. No. 505483 re -approved a 1041 Building Envelope and a CDU. A 1041 Site Plan was recorded in association with this approval. The 1041 approvals have lapsed. The parcel is undeveloped. 5. BOCC Resolution No. 059-2007 recorded as Reception. No. 541233 allocated a Growth Management Quota System (GMQS) allotment of 4,250 square feet of additional floor area for Parcel 291102300020. The allotment was conditioned upon recordation of a covenant documenting the representations made in the GMQS application for additional floor area. A covenant relating to and acknowledging the GMQS commitments was never recorded. Page I of 11 Administrative Decision No. a -2019 Page 2 4. Approximately 2,377 square feet of Parcel 291102300020 is proposed to be transferred to Parcel 291102300021. The two resulting properties would remain non -conforming in size and are described in Attachments D and E respectively. 5. An access and utility easement for the benefit of parcels 291102300023 and 291102300021 through parcel 291102300020 is depicted on the Lot Line Adjustment Plat. 6. The application was referred to County Attorney, Planning Engineer, and Aspen Fire Protection District. Comments were received from the Planning Engineer, and the Aspen Fire Protection District and are incorporated herein. 7. The Director finds that the subdivision exemption for a lot line adjustment request complies with the applicable provisions of the Land Use Code ("Code"), as follows: A. The lot line adjustment request is consistent with the applicable requirements of Sec. 2-30-20(g)(4) of the Land Use Code ("Code"): it will not create an additional parcel, increase floor area for either of the parcels, or create a parcel substantially different in size for development or resale purposes. B. The lot line adjustment will not change the use of the proposed development or the basic character of the approved use, increase off-site impacts, endanger the public health, safety or welfare, or increase the floor area. C. The lot line adjustment is consistent with representations made in previous reviews and will not change the allowable development on either parcel. 8. The Director finds that the Activity Envelope and Site Plan Review request for the three subject parcels complies with the applicable provisions of the Land Use Code ("Code"), as follows: A. The proposed Activity Envelope primarily contains slopes less than 30% with some slopes in excess of 30% and 45%. Sopris Engineering LLC assessed the site and determined that the slopes ranging between 30%-45% o are minor natural changes in gradients of the surrounding continuous area with slopes less than 30%. Slopes in excess of 45% within the Activity Envelope are a result of activities such as the Conundrum Creek Road cut, and development of a previously existing cabin on Parcel No. 2911023 0002 1. Development is allowed in these areas pursuant to Land Use Code Section 7-20-20(c)(3). Sopris Engineering LLC further determined that development within the Activity Envelope should not cause greater instability or increase the potential for slope failure. B. Pursuant to Land Use Code Section 7-20-20(c)(5), the proposed shared access driveway will not encroach onto slopes in excess of 30% for more than 100 linear feet. C. H -P Kumar Geotechnical Engineering evaluated the site on April 18, 2018 and documented their findings in a report dated April, 19, 2018. They found the Castle Creek fault zone is located on the site and the seismic soil profile should be considered as Class D, stiff soil sites as described in the 2015 International Building Code. At Site Plan Review the Applicant shall demonstrate consideration of the Class D stiff soil sites in preliminary structural designs. D. An Avalanche Hazard Assessment was performed by Arthur Mears, P.E., Inc., dated April 6, 2018. The report finds the site is located outside of the avalanche hazard zones as defined by the Pitkin County Land Use Code. The report further finds the site will be "dusted" by the powder component of the design magnitude avalanche, but the energy will be non-destructive. The report does not recommend any avalanche mitigation for the subject parcels. Page 2 of 11 CY Administrative Decision No. 3(J _-2019 Page 3 E. A Wildfire Hazard Review was conducted by Mountain West, LLC. In the Wildfire Hazard Review Report dated April 11, 2018, the site was determined to have a moderate hazard. Recommendations were made to mitigate the moderate hazard. F. An Ecological Assessment was done on April 12, 2018 by Mountain West LLC to evaluate the presence of wildlife habitat and other ecological resources as defined in the Pitkin County Land Use Code. The assessment found the western side of Parcel 291102300023 and Parcel 291102300020 is within mapped and field verified elk winter range. Impacts to wildlife can be mitigated pursuant to Sec. 7-20-70. G. A Wetland and Waters Review dated August 12, 2019 was completed by SGM to investigate the presence of wetlands and other hydric features on the site. The report determined that wetlands and seeps are present on the site, however, overall "the site failed to meet hydrophytic vegetation and hydric soils indicators, but the site did meet the wetland hydrology indicator." The report recommends that no more than a 25' setback be maintained from the isolated, intermittent and ephemeral drainage feature depicted in the report. H. The proposed access driveway is not located within 100' of the Conundrum Creek mean high water line. I. Per Community Development's request, the Applicant provided three engineered access alignment options to serve the three subject parcels. Staff reviewed the three options and favored option "C" because it would result in the least site disturbance and visual impacts to Conundrum Creek Road. However, due to the steep grade and narrow width of Conundrum Creek Road, as well as the access serving three residences, the Aspen Fire Protection District Deputy Chief requested option "A" be utilized as it would provide the best access for emergency service vehicles. Therefore, option "A" is the approved option, subject to the successful installation of the landscaping represented in the Tree Mitigation & Revegetation Plan completed by Twisted Tree dated October 22, 2019. 9. The Director further finds that to insure the proposed vegetation represented in the Tree Mitigation & Revegetation Plan completed by Twisted Tree dated October 22, 2019 is successful, it is reasonable to require replacement of vegetation that does not survive within two (2) years after installation, and to require financial security for a period of two (2) years to cover the cost of replacing any unsuccessful vegetation. 10. The Director further finds that while the GMQS allotment for Parcel 291102300020 does not lapse, pursuant to Sec. 2-20-160, and Table 2-1, it is appropriate to require the Applicant to record the covenant documenting the commitments and representations made by the Applicant in the application for the allotment, and any amendments thereto, within 180 days of the date of this approval and prior to submission of any permit applications, and to satisfy certain commitments and representations prior to or concurrent with recordation of the covenant, otherwise the approval granting the allotment shall have no force and effect. APPROVED by the Director, subject to the following conditions, which shall run with the land and be binding on all successors in interest: 1. The Applicants shall adhere to all material representations made in the application and shall consider those representations to be conditions of approval, unless amended by other conditions. 2. The Applicant shall comply with the conditions in Administrative Decision No. 67-2015 approvals, except as amended herein. Hearing Officer Determination Nos. 048-2001 and 032-2004 have lapsed. Page 3 of 11 Administrative Decision No. �-2019 Page 4 3. Within 60 days of the date of this approval and prior to submission of any building permit applications, the Applicants shall be required to submit for approval by the County Attorney and Community Development a lot line adjustment plat. The above referenced approval shall be a condition precedent to finalization and recordation of the plat. The mylar copy of the plat must be signed by the owner(s) prior to submittal for recording. 4. Within 60 days of the date of this approval and prior to submission of any permit applications, the Applicant shall be required to submit for approval by the County Attorney and Community Development an Activity Envelope and Site Plan in accordance with Land Use Code Section 2-30- 20(g) and Application Manual Sections 2.1.12 and 2.6.3 for Parcel 291102300021 and parcel 291102300020, and an amended Activity Envelope and Site Plan for Parcel 291102300023. The above referenced approvals shall be a condition precedent to finalization and recordation of them. The Activity Envelope on Parcel 291102300021 shall be amended to remove the hatched area from the Activity Envelope. The Activity Envelope and Site Plan for the driveway serving the three parcels shall be amended to depict the wetland and associated 25' setback identified per the SGM report dated August 12, 2019. 5. The GMQS allotment of 4,250 square feet of additional floor area for Parcel 291102300020 allocated pursuant to BOCC Resolution No. 059-2007 recorded as Reception. No. 541233, shall be conditioned upon recordation of a covenant documenting the commitments and representations made by the Applicant in the application for the allotment, and any amendments thereto. This covenant shall be reviewed and approved by the Community Development Department as well as the County Attorney's Office and recorded against the property within 180 days of the date of this approval and prior to submission of any permit applications. 6. The Applicant shall also satisfy any commitments and representations — such as recordation of a property interest or commitment to finance or provide capital improvement — made in the application for an allotment, and any amendments thereto, prior to or concurrent with recordation of the GMQS covenant, except those commitments logically related to any existing or subsequent development application or permit that shall be memorialized in the covenant as a condition precedent to recordation of the Site Plan or other County review or approval. Absent recordation of the covenant memorializing the floor area allotment for the property and satisfaction of the commitments stated in the application within 180 days or any extension thereof approved by the Community Development Director for cause, the approval granting the allotment shall have no force and effect. 7. At Site Plan Review for parcels 291102300021 and 291102300020, the Applicant shall provide a soils report and demonstrate consideration of the Class D stiff soil sites in preliminary structural designs. 8. Prior to construction of the shared access, the Applicants shall obtain an access permit approved by the Planning Engineer and the Aspen Fire Protection District. The permit application shall include: A. Compliance with the current Road Maintenance and Management Plan; B. Compliance with all Fire District requirements; C. Details on all turn-arounds and parking locations. D. Engineering of all bridges and/or culvert crossings; E. Submit a site-specific drainage and erosion control plan and an accompanying drainage report prepared by a Professional Engineer demonstrating historical flow patterns and runoff amounts will Page 4 of 11 Administrative Decision No. --I �_,-2019 Page S be maintained with the addition of impervious areas. If the total development disturbs one acre or more, the Applicant shall apply for and obtain a State Stormwater Permit prior to issuance of a building permit; F. Submit a geotechnical study by a Colorado State certified engineer reviewing detailed grading plans to confirm development designs will not affect slope stability; G. Provide adequate engineering of any retaining walls over four (4) feet in height and/or any improvements to walls over four (4) feet in height. All retaining walls shall be a maximum of seven (7) feet tall. H. Submit a detailed landscape and revegetation plan consistent with the Tree Mitigation & Revegetation Plan completed by Twisted Tree dated October 22, 2019 and addressing any other areas that may be disturbed by construction. Vegetation used for landscaping and revegetation shall include species naturally occurring in the area and the plantings shall be clumped and spaced in a manner that would occur naturally pursuant to Sec. 7-20-130. L Submit financial security in a form acceptable to the County Attorney to ensure the successful establishment of the installed plant materials depicted in the detailed landscape and revegetation plan. The financial security shall be held for a period of two (2) years from the date of receipt. 9. All areas disturbed by construction shall be revegetated as represented in the submitted and approved Detailed Landscape and Revegetation Plan. Vegetation shown all the plan shall be planted during the first planting season after disturbance. 10. The Applicant shall comply with the following to mitigate impacts on wildlife: A. Dogs shall be kenneled within fifty feet of the residential buildings or leashed under human supervision when outside a required kennel. Construction dogs are prohibited. B. Fencing shall comply with the following, except for fencing immediately adjacent to the buildings to contain pets or livestock: 1) Wood fencing shall employ three rails or less, be the round or split rail type, shall not exceed 54 inches in height above ground level and 12 inches in width (top view), and shall have at least 18 inches between two of the rails. 2) Wire fencing shall consist of no more than 3 strands of smooth wire and shall not exceed 42 inches in height. 3) Mesh or woven wire fences are prohibited, except when used for protection around isolated trees or clumps of trees. C. Trash/garbage shall be kept in an approved bear resistant container or enclosure during and after construction. D. Access shall be provided to the Colorado Parks and Wildlife for trapping, tagging, studying, or otherwise managing wildlife. E. Bird feeders, including hummingbird feeders, shall be hung away from any deck or window, and shall be at least 10' from the ground suspended between 2 trees or posts. All seed feeders shall include a seed catchment pan to catch discarded seeds. Bird feeders should be removed from April through November. F. Horse grains, pellets, and cookies shall be stored in bear resistant containers. 11. The Applicant shall comply with the recommendations provided in the Wildfire Hazard Assessment by Mountain West LLC dated April 11, 2018. 12. The Applicant shall comply with the County's Noxious Weed Management Plan. Page 5 of II Administrative Decision No.'7 2) -2019 Page 6 13. No development in excess of 30" above or below natural grade shall occur within the setbacks of the parcel, with the exception of driveways and associated retaining walls of up to 6' above or below natural grade and fencing. Landscaping in the form of berms shall not exceed four feet from the most restrictive grade. Any development located within setbacks mandated by County zoning regulations that does not comply with these restrictions shall require a variance from the Board of Adjustment. Approval of an activity envelope within such setbacks does not assure approval of a variance. 14. No development, including grading, excavation, fill placement, berming, landscaping, entry or ranch gates, construction parking and staging, vegetation removal or disturbance, well or on-site wastewater treatment system, shall occur outside of the approved activity envelope, except to comply with the required wildfire and noxious weed mitigation. 15. Prior to commencement of any earthmoving or construction activity, the Applicant shall stake the corners of the activity envelope and install construction fencing around the perimeter of the envelope. The fencing shall remain in place until a final inspection of the driveway and revegetation has been approved. 16. Failure to comply with the conditions of this approval may result in revocation of this approval, or any subsequent permit(s) or approval(s) related to this property, or vested rights associated with this property. 17. Statutory vested rights for the Activity Envelope and Site Plan Review approvals referenced herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Code, ,§§ 4-140 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on 2022. NOTICE PUBLISHED IN THE ASPEN TIMES WEEKLY on the Z:J day of , 20_IE_.. N- APPROVED by the Director, this 1 / iday ofOe_Ce�kLkll 2019. PUBLISHED AFTER ADOPTION FOR VESTED REAL PROPERTY RIGHTS in the Aspen Times Weekly on thuZU day of DQC . 2019. �-Z' W4 i e& L Cin Houben, Community Development Director Case P066-18 PID #291102300023,291102300021,291102300020 Page 6 of 11 Administrative Decision No. —qS -2019 Page 7 ATTACHMENT A Legal Description for Parcel 291102300023 That portion of HRS, No. 112 situated in Townships 10 and 11 South, Range 85 West of the Sixth Principal Meridian described as follows: Beginning at a point whence Corner No. 3 of said H.E.S. No. 112 bears N. 49°53'15"E. 1077.47 feet; thence N. 25°21'W. 286.80 feet; thence N. 551 501E. 91.67 feet; thence N. 45°46'E. 2.32 feet; thence S. 53°41'E. 221.40 feet; thence S. 36'19'E. 224.81 feet to the point of beginning, Pitkin County, Colorado. Page 7 of 11 Administrative Decision No. �__-2019 Page 8 ATTACHMENT B Legal Description for Parcel 291102300021 ATRACTOF LAND LYING WITHIN THE BOUNDARIES OF THE HOMESTEAD ENTRY SURVEY NO, 122(U.S, PATENT NO. 649921, DATED OCTOBER 4, 1918, RECORDED IN BOOK 159, PAGES 142/143 IN THE CLERK AND RECORDER'S OFFICE FOR PITKIN COUNTY), SAID TRACT BEING WITHIN S_ 2, T. 11 S., R, 85 V/. OFTHE 6TH P.M.; SAID TRACT BEING DESCRIBED AS FOLLOWS: BEGINNING ATA POINT ON THE LINE BETWEEN CORNERS 5 AND 5 OF SAID H.E.S. 112, WHENCE CORNER NO.6 BEARS 5 61"19'W. A DISTANCE OF 1073.13FT; THENCE N. 36`99' E. A DISTANCE OF 261 FT; THENCE S. 25'21'E. A DISTANCE OF 110.50 FT IVI/L; TO A POINT ON THE LIN E BETW EEN CORN ERS 5 AND 6 OF SAI D H,E.S, 112 WHENCE CORNER NO.5 BEARS N. 61°19' E. A DISTANCE OF 402.56FT. M/L; THENCE S.61°19'W, A DISTANCE OF 230.66FT, WLTO THE POINT OF BEGINNING. DO HEREBY ACKNOWLEDGE AND APPROVE THE LOT LINE ADJUSTMENT AS SET FORTH ON TH15 PLAT; THE PURPOSE OF THIS PLAT IS TO MEMORIALIZE CORRECTIONS TO MINOR MATHEMATICAL ERRORS IN THE RECORD DEEDS OF SUBJECT PROPERTIES AND TO ADJUST THE COMMON BOUNDARY LINE BETWEEN PARCELCAND THE HIDEOUT PARCEL, AS SHOWN HEREON. THIS PLAT ALSO DEPICTS AND GRANTS CERTAIN PRIVATE ACCESS AND UTILITY EASEMENTS FOR THE BENEFIT OF SUBJECT PROPERTIES, ACCORDI NG TH05E EASEMENT AGREEMENTS REFERENCED IN THE PLAT NOTES HEREON, Page 8 of]] Administrative Decision No.q U -2019 Page 9 ATTACHMENT C Legal Description for Parcel 291102300020 A parcel of land situate in Homestead Entry Survey (H.E.S.) Number 112, Section 2, Township 11 South, Range 85 West of the Sixth Principal Meridian, County of Pitkin, State of Colorado, being more particularly described as follows: Beginning at a point on the southerly boundary from which Corner No. 6of said H.E.S. 112, a found stone corner in place bears South 61°19'00" West a distance of 1299.78 feet, with all bearings relative to a bearing of South 61°19'00" West between Corner No. 5 and Corner No. 6 of said H.E.S. 112; thence North 61'l 9'00" East a distance of 406.13 feet to Corner No. 5 of H.E.S. 112, a found stone monument in place;. thence North 83°02'57" East a distance of 562.15 feet to a No. 5 rebar with plastic cap stamped "L.S. 20133" in place from which Corner No. 4 of said H.E.S. 112, a stone monument in place bears North 83°02'57" East a distance of 508.60 feet; thence North 53054'03" West along the southwesterly line of the Highlands Ranch Subdivision recorded in Plat Book 8 at Page 41 a distance of 677.10 feet to a found rebar in place; thence North 3223'03" West along said Highlands Ranch Subdivision boundary a distance of 30.63 feel to the southeasterly corner of a parcel of land described in Plat Book 35 at Page 45; thence along the southerly line of said parcel of land the following three (3) courses South 28°13'57" West a distance of 19.34 feet; thence South 69°32'57" West a distance of 157.40 feet; thence South 80°09'57" West a distance of 213,46 feet; thence South 49°27'57" West a distance of 184.64 feet to a point from which a set No.5 rebar with a plastic cap stamped "L.S. 20133 30' W.C." bears South 53°54'03" East a distance of 30.00 feet; thence South 53°54'03" East a distance of 301.36 feet to a found No. 5 rebar with plastic cap stamped "L.S. 2376'; thence South 36°23'40" West a distance of 224.03 feet to a No. 5 rebar with a plastic cap stamped "L.S. 2376" in place being the northeast corner of a parcel of land described in Book 244 at Page 641; . thence South 25121'00" East along the northeasterly line of said parcel of land a distance of 110.74 feet to the Point of Beginning. County of Pitkin, State of Colorado Page 9 of]] Administrative Decision No. _-2019 Page 10 ATTAC11MIENT D Legal Description for Resulting Parcel 291102300020 A PARCEL OF LAND SITUATE IN HOMESTEAD ENTRY SURVCY (H.GS.) N UMBER 112, SECTION 2, TOWNSHIP 11 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGININNG AT CORNER NO.5 OF SAID H.E.S. 112, A FOUND STONE IN PLACE; THENCE N 83`07'39" E ALONG THE 5-4 LI NE OF SAID H.E.S. 112 A DISTANCE OF 562.15 FEETTO THE SOUTHWEST CORNER OF HIGHLANDS RANCH SUBDIVISION RECORDED IN PLAT BOOK 8 AT PAGE 41, WHENCE CORNER NO, 4 OF SAID H.E,S. 112 BEARS N83° 07'39"E 508.69 FEET (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N 61019'00" E BETWEEN THE FOUND STONES MONUM ENTI NG THE 6-5 LINE OF SAI D H,ES.112), THENCE LEAVING SAID 5-4 LINE N 53'51'12" W ALONG THE WESTERLY BOUNDARY LINE OF SAID HIGHLANDS RANCH SUBDIVISION A DISTANCE OF 677.62 FEET; THENCE N32°23'03"W A DISTANCE OF 29.09 FEETTO A POINT ON THE CENTERLINE OF CONUNDRUM CREEK ROAD, SAID POINT ALSO BEING THE SOUTHEAST CORNER OF THAT PROPERTY DESCRIBED IN THAT DOCUMENT RECORDED AS RECEPTION NO, 554517; THENCE LEAVING SAID BOUNDARY LINE OF SAID HIGHLANDS RANCH SUBDIVISION ALONG SAID CENTERLINE OF CONUNDRUM CREEK ROAD AND THE SOUTHERLY BOUNDARY LINE OF SAID RECEPTION NO. 554517 THE FOLLOWING THREE (3) COURSES: 1) S 28`27'00" W A DISTANCE OF 19.08 FEET; 2) S 69"46'00" W A DISTANCE OF 156.85 FEET; 3) 5 80"23'00" W A DISTANCE OF 115,13 FEETTO THE SOUTHWEST CORNER OF SAID RECEPTION NO. 55451T; THENCE LEAVING SAID SOUTHERLY BOUNDARY LINE N 83"49'21" W A DISTANCE OF 21,50 FEET AND CONTINUING ALONG SAID CENTERLINE OF SAID CONUNDRUM CREEK ROAD THE FOLLOWING SEVEN (7) COURSES; 1) 5 74"47'53" W A DISTANCE OF 44.93 FEET; 2) 5 68°52'31" W A DISTANCE OF 26.31 FEET; 3) S 52051'53" W A DISTANCE OF 29.67 FEET; 4) 5 48"55'10" W A DISTANCE OF 44.15 FEET; 5) S 50"10'42" W A DISTANCE OF 74.06 FEET; 6) S 55"27'12" W A DISTANCE OF 29.53 FEET; 7) S 63`05'37" W A DISTANCE OF 13.01 FEET; THENCE LEAVING SAID CENTERUNEOFSAID CONUNDRUMCREEK ROADS 53"41'00" EA DISTANCE OF. 80.13 FEET TOTHE NORTHEAST CORNER OF THAT PROPERTY RECORDED AS RECEPTION NO. 641616; THENCE ALONG THE BOUNDARY LINE OF SAID RECEPTION NO. 641616THE FOLLOWING TWO (2), COURSES: 1) S 53°41100" E A DISTANCE OF 223.31 FEET; 2) S36919'00" WA DISTANCE OF 225.82 FEETTO THE SOUTHWEST CORNER OF SAID RECEPTION NO.641616, SAID POINT ALSO BEING THE NORTHEAST CORNER OF THAT PROPERTY RECORDED AS RECEPTION NO. 64161T, THENCE LEAVING SAID BOUNDARY LINE OF SAID RECEPTION N0, 641616 S 25°27.'0" E ALONG THE EASTERLY BOUNDARY LINE OF SAID RECEPTION NO, 64'1617A DISTANCE OF51.23 FEET; THENCE: LEAVING SAID EASTERLY BOUNDARY LINE OF SAID RECEPTION NO, 64151T N 6119'00" EA DISTANCE OF 41.81 FEET; THENCE S 25021'00" EA DISTANCE OF57.72 FEETTO A POINT ON THE 6-5 LINE OF SAID H,ES.112; THENCE N 61'19100" E ALONG SAID 6-5 LINE OF SAID H.E.S.112A DISTANCE OF 364.01 FEETTO THE POINT OF BEGINNING; SAID PARCEL OF LAND CONTAINING 330,671 SQUARE FEET OR 7.591 ACRES, MORE OR LESS. Page 10 of11 Administrative Decision No. --7 0 1 -2019 Page 1 / ATTACHMENT E Legal Description for Resulting Parcel 291102300021 A PARCEL OF LAND SITUATE IN HOMESTEAD ENTRY SURVEY (H.E.S.) NUMBER 112, SECTION 2, TOWNSHIP 11 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGININNG ATA POINT ON THE 6-5 LINE OF SAID H.E.S. 112 WHENCE CORNER NO. 6 BEARS S61"19'00"W A DISTANCE OF 1073.13 FEET (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N 61"19'00" E BETWEEN THE FOUND STONES MONUMENTING THE 6-5 LINE OF SAID H.E.S. 112); THENCE N36"19100"E A DISTANCE OF 257.38 FEET; THENCE S25°21'00"E A DISTANCE OF 51.23 FEET; THENCE N61019'00"E A DISTANCE OF 41.81 FEET; THENCE S25"21'00"E A DISTANCE OF 57.72 FEET; THENCE S61'19'00" W ALONG SAID 6-5 LINE OF SAID H.E.S. 112 A DISTANCE OF 268.74 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND CONTAINING 14,751 SQUARE FEET OR 0.339 ACRES, MORE OR LESS. Page 11 of]] 3/28/2019 Pitkin County Mail - Fwd: Conundrum / Semrau https://mail.google.com/mail/u/0?ik=661115d810&view=pt&search=all&permthid=thread-f%3A1629193867850521192%7Cmsg-f%3A16291938678505…1/2 Bonnie Shiles <bonnie.shiles@pitkincounty.com> Fwd: Conundrum / Semrau 1 message Tami Kochen <tami.kochen@pitkincounty.com>Wed, Mar 27, 2019 at 2:58 PM To: Bonnie Shiles <bonnie.shiles@pitkincounty.com> Bonnie, Can you add the attachments below to the Semrau application for me. I don't know the case number. It started with Mike and then went to Ezra. Thanks, Tami Kochen LEED AP BD+C Pitkin County Community Development Planner 970.920.5359 - tami.kochen@pitkincounty.com ---------- Forwarded message --------- From: Chris Bendon <chris@bendonadams.com> Date: Tue, Mar 26, 2019 at 10:00 AM Subject: Conundrum / Semrau To: Tami Kochen <tami.kochen@pitkincounty.com> Hi Tami – Attached is the follow-up analysis related to conundrum that you and your team are looking for. We analyzed three driveway options. The proposed, one lower and one higher. A note on the existing drive to 828. This existing drive sits on a limited easement allowing a driveway for 828 and expressly prohibiting its use by other than 828. This is a piece that Marta has a claim to and we understand that negotiating additional allowance is a non-starter. Thanks!! I’m dropping a few physical copies to you as well. I’ll follow-up at the end of the week and see if you need anything else. Cheers, Chris Bendon, AICP BendonAdams 300 So. Spring St. #202 Aspen, CO 81611 (970) 925.2855 www.BendonAdams.com 3/28/2019 Pitkin County Mail - Fwd: Conundrum / Semrau https://mail.google.com/mail/u/0?ik=661115d810&view=pt&search=all&permthid=thread-f%3A1629193867850521192%7Cmsg-f%3A16291938678505…2/2 Semrau driveway options to county 11 x 17 3-20-19.pdf 10216K March 20 , 2019 502 Main Street • Suite A3 •Carbondale, CO81623 • (970) 704 -0311 • Fax (970) 704 -0313 S OPRIS E NGINEERING • LLC civil consultants Tim Semrau 625 E. Main Street Ste. 102B-406 Aspen, CO 81611 RE: Hideout, Parcel C & 828 Driveway Analysis Options SE Proposal #18032 Dear Mr. Semrau, Per your request Sopris Engineering, LLC (SE) has evaluated several options as it relates to a shared access, off of Conundrum Creek Road, to serve the Hideout Parcel, Parcel C and 828 Conundrum Creek Road properties. This letter summarizes the Pros and Cons for each option as it relates to cut/fill, sight lines, tree removal, safety and overall disturbances. Each Option described below considers reclamation of the existing driveway serving 828 Conundrum Creek Road to include filling and re-vegetation. The improvements will also provide a single point of access off of Conundrum Creek Road that will serve each of the properties. Supporting exhibits are provided as an attachment to this letter for referencing purposes. Option A considers a new driveway off of Conundrum Creek Road approximately 300-ft down gradient from the existing 828 driveway. The Pros associated with this option include: o A safer driveway intersection off of Conundrum Creek Road. The current access to 828 requires emergency vehicles and property owners to travel the less than desirable section of Conundrum Creek Road; o Improved sight lines; o Aerial imagery suggests that this location and proposed alignment will result in less removal of trees than the other options; o This option results in the least amount of lineal footage of driveway required to access each of the lots which translates to the least amount of overall disturbance; The Cons associated with this option includes: o The amount of cut (max. 15-ft+/-) is greater than the other options; however i t should be noted that the amount of cut could be reduced by a few feet if a variance is granted by the County, as it relates to minimum allowable slopes at an intersection with a County Road, and/or incorporating short boulder walls into the design at the cut location; o This option also generates the most export as compared to the other two options outlined below; however this will be further evaluated as the design progresses to determine if there are options that might help reduce the amount of export; Option B considers a new driveway off of Conundrum Creek Road approximately 170-ft down gradient from the existing 828 driveway. This option was presented within the Activity Envelope Application submitted for the Hideout Parcel in August of 2018. The Pros include: o The least amount of exported material than the other options; o The proposed location of the intersection also coincides with the flattest grades along Conundrum Creek Road as it borders the subject properties. The Cons include: o This option also requires a fairly significant cut (12-ft+/-) at the intersection with Conundrum Creek Road. Again, the amount of cut could be reduced by a few feet if a variance is granted by the County, as it relates to minimum allowable slopes at an intersection with a County Road, and/or incorporating short boulder walls into the design; o Number of trees that will need to be removed is far greater than what is contemplated under Option A; o This option provides the least desirable sight lines as compared to the other options; particularly looking back towards the west. Conundrum Creek Shared Driveway - SE Job #18032 Page 2 502 Main Street • Suite A3 •Carbondale, CO81623 • (970) 704 -0311 • Fax (970) 704 -0313 S OPRIS E NGINEERING • LLC civil consultants Option C considers utilizing the existing point of intersection that is currently serving 828 Conundrum Creek Road. The Pros include: o The least amount of cut as compared to the other options; The Cons include: o A tight radius at the intersection would be required which does not comply with minimum centerline radii of 50-ft; however turning movement studies indicate that an Aspen Fire Pumper Fire Truck could make the turn; o This option also requires a considerable amount of tree removal; o This option still requires emergency vehicles and residences of the subject properties to negotiate the narrow and steep section of Conundrum Creek Road; In summary, and based on our evaluation of the options presented herein, Option A provides the safest location for a shared intersection along Conundrum Creek Road. It eliminates the need for emergency vehicles and commuters from traveling the narrow and steep section of Conundrum Creek Road which recently, given the additional traffic due to the avalanche further up the road, has proven to be a challenging section of road. Furthermore, it provides the best sight lines and will result in the least amount of overall disturbance to include tree removal. This option does generate the most amount of excess material as compared to the other options based on our conceptual designs however this can be further evaluated as the design progresses to determine if material can be burned onsite or reduced with refinements to the proposed alignment. Please don’t hesitate contacting our office with any questions. Sincerely, SOPRIS ENGINEERING, LLC Jesse K. Swann, PE Project Manager Encl: Driveway Analysis Exhibit PROPOSED DRIVEWAYS TO HIDEOUT (REFER TO SHEETS 3, 6 & 9) FIRE TRUCK TURN AROUND FINAL LOCATION TO BE DETERMINED. PROPOSED DRIVEWAYS TO 828 CONUNDRUM CREEK ROAD (REFER TO SHEETS 2, 5 & 8) PROPOSED BUILDING 50'± FIRETRUCK PULLOUT 150'± FROM PROPOSED BUILDING ENEVLOPE PROPOSED DRIVEWAYS TO PARCEL C (REFER TO SHEETS 4, 7 & 10) oe 86 4 0 865 0 8660 8 6 7 0 868 0 8690 8700 8710 8720 8730 8740 8750 87608634 8636 8638 8642 86 4 4 8646 864 8 865 2 865 4 8656 8 6 5 8 866 2 8664 86 6 6 86 6 8 8 6 7 2 8 6 7 4 8676 8678 8682 8684 86 8 6 8688 8692 86 9 4 869 6 8698 8702 8704 87 0 6 87 0 8 871 2 87 1 4 8716 8718 8722 8724 8726 8728 8732 8734 8736 8738 8742 8744 8746 8748 8752 8754 8756 8758 8 7 6 2 8 7 6 4 8 7 6 6 8660 86 7 0 86808 6 9 0 8700 8 7 1 0 8720 8730 8740 8656 8658 8662 8664 8666 8668 8 6 7 2 8 6 7 4 8676 867886828 6 8 4 86868 6 8 8 86 92 8 6 9 4 86 9 6 869 8 87 0 2 870487068 7 0 8 8 7 1 2 871487 1 6 8718 8722 87 2 4 87 2 6 8728 8732 8734 8736 8738 8700 8690 868 0 8670 8660 OPTION B: NEW ACCESS TO SERVE ALL THREE LOTS (REFER TO SHEETS 5-7 FOR PRELIMINARY GRADING AND PROFILES) OPTION C: DRIVEWAY TO 828, HIDEOUT AND PARCEL C. (REFER TO SHEETS 8-10 FOR PRELIMINARY GRADING AND PROFILES) 828 CONUNDRUM CREEK ROAD PARCEL C THE HIDEOUT PARCEL EXISTING TRANSFORMER & TELEPHONE PED EXISTING DRIVEWAY TO 828 CONUNDRUM CREEK ROAD TO BE ABANDON, FILLED IN, RECLAIMED AND PLANTED WITH TREES. HIDEOUT PROPOSED BUILDING SITE. FINAL LOCATION TO BE DETERMINED UNDER SITE PLAN REVIEW. CONUNDRU M C R E E K R O A D OPTION A: NEW ACCESS TO SERVE ALL THREE LOTS. (REFER TO SHEETS 2-4 FOR PRELIMINARY GRADING AND PROFILES)15.0% 6.6% 7.9% 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 30 OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 18032JOB NO. DATE:03-20-19 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY DATE REVISION SHEET 1 OF 10 DRAWING NO. TITLE G:\2018\18032\CIVIL\CIVIL DWGS\DE\18032-DRIVEWAY OPTIONS.DWG - Mar 20, 2019 - 3:17pmDRIVEWAY OPTIONS OVERALL EXHIBITSEMRAU DRIVEWAY STUDYPITKIN COUNTY, COLORADOPROPOSED LEGEND PROPOSED DRIVEWAY OPTION B PROPOSED DRIVEWAY OPTION C PRELIMINARY DESIGN - NOT FOR CONSTRUCTIONPROPOSED DRIVEWAY OPTION A oeoeoeoe oe oe oe oeoeoeoeoe oe oe oe oeoeoeoe8 6 3 0 86 4 0 865 0 8660 8 6 7 0 868 0 8690 8700 8710 8720 8626 86288 6 3 2 8634 8636 8638 8642 86 4 4 8646 864 8 865 2 8654 8656 8 6 5 8 866 2 8664 86 6 6 86 6 8 8 6 7 2 8 6 7 4 8676 8678 8682 8684 868 6 8688 8692 86 9 4 869 6 8698 8702 8704 8 7 0 6 87 0 8 87 1 2 87 1 4 8716 8718 8722 8724 8700 8690 868 0 8670 8660 R50.00' 828 CONUNDRUM CREEK ROAD THE HIDEOUT PARCELCONU N DR U M CREEK R OA D PROPOSED ACTIVITY ENVELOPE & UTILITY EASEMENT FOR HOLY CROSS ACCESS TO FOLLOW EXISTING TWO-TRACK ROAD PROPOSED 10' UTILITY ESMNT PROPOSED 10' UTILITY ESMNT FIRE TRUCK TURN AROUND FINAL LOCATION TO BE DETERMINED PENDING CONCEPTUAL SITE PLAN (BY OTHERS) PROPOSED DRIVEWAY TO PARCEL C FIRE TRUCK TURN AROUND AT 2-WAY INTERSECTION EXISTING TRANSFORMER & TELEPHONE PED -0+150+000+501+ 0 0 1+50 2+00 2+50 3+00 3+50 BP: -0+14.88 PI: 0+00.00 PC: 0 + 2 9 . 5 9 PC: 1+74.56PT: 1+27.13PT: 1+99.982+39 0+00 0+50 1+001+50 2+00 BP: 0+00 .00 EP: 2+38.76 PC: 0+54 .40 PC: 1 + 1 4 . 8 1 PT: 0 + 9 7 . 3 0 PT: 1+79.045.0% 14.6%1.4%2.2%12.1%??? 8 6 6 0 866086708670 8670 8670 8680 86907.9% 15.0 %11.9%GRADING DEPICTS 2:1 CUT SLOPE. REFER TO NOTE 7 LIMITS OF GRADING FOR ALTERNATE PROFILE (SHOWN BELOW). REFER TO NOTE 7 2:1 SLOPE; LIMITS OF FILL SLOPE COULD BE REDUCED BY INCORPORATING SHORT RETAINING WALL. R50.00' R62.57' R52.47' R50.00' 228'± SITE LINE 80'± SITE LINE EXISTING DRIVEWAY TO 828 CONUNDRUM CREEK ROAD TO BE ABANDON, FILLED IN, RECLAIMED AND PLANTED WITH TREES. R50.00' R153.08' 828 REVISED PROFILE 8680 8685 8690 8695 8700 8705 8710 8680 8685 8690 8695 8700 8705 8710 0+008703.78703.728702.88702.760+508701.78701.738699.28699.161+008696.68696.608694.38694.311+508690.88690.768687.98687.862+008686.38686.308685.78685.732+398685.28685.19-3.00% -12.00% -2.00% PROPOSED GARGE FFE STA = 0+00.56 ELEV = 8704.61 BEGIN DRIVEWAY TO 828 CONUNDRUM CREEK ROAD STA = 2+30.93 ELEV = 8688.43 PVI STA: 1+57.69 PVI ELEV: 8689.89 K: 5.00 LVC: 50.00 BVCS: 1+32.69BVCE: 8692.89EVCS: 1+82.69EVCE: 8689.39PVI STA: 0+46.54 PVI ELEV: 8703.23 K: 5.56 LVC: 50.00 BVCS: 0+21.54BVCE: 8703.98EVCS: 0+71.54EVCE: 8700.231 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 30 OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 18032JOB NO. DATE: 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY DATE REVISION DRAWING NO. TITLE G:\2018\18032\CIVIL\CIVIL DWGS\DE\18032-DRIVEWAYS OPTION A.DWG - Mar 20, 2019 - 3:19pm1.EXISTING CONTOURS ARE AT 2' INTERVAL AND ARE PER PITKIN COUNTY AERIAL TOPOGRAPHY. 2.PROPOSED CONTOURS ARE AT 2' INTERVAL 3.2:1 MAXIMUM CUT/FILL SLOPES USED FOR ANALYSIS, EXCEPT WHERE NOTED. 4.DRIVEWAY DESIGN IS 16' MINIMUM WIDTH AND 12% MAXIMUM GRADE. 5.LOCATION OF PROPOSED CULVERTS TO BE FINALIZED. 6.EXISTING DRIVEWAY TO BE RECLAIMED. 7.CUT SLOPE CAN BE REDUCED IF VARIANCE FROM 30' APPROACH AT 2% AT INTERSECTIONS IS GRANTED. 8.ALL DRIVEWAY PLATFORMS ARE 16' WIDE. 9.SIGHT TRIANGLES ARE BASED ON AASHTO CRITERIA FOR INTERSECTIONS WITH STOP CONTROL ON MINOR ROAD. DEPARTING SIGHT DISTANCE ASSUMES LINE OF SIGHT TO BE 8-FT FROM EDGE OF EXISTING ROAD. THE DISTANCE FROM THE FRONT OF CAR TO THE DRIVER'S EYE FOR U.S. PASSENGER CARS IS 8-FT OR LESS. NOTES LEGEND PROPERTY LINE SETBACK LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING EDGE OF GRAVEL ROAD PROPOSED GRAVEL 828 CONUNDRUM CREEK ROADDRIVEWAY PLAN & PROFILE STUDYPITKIN COUNTY, COLORADOPROPOSED AREA OF DISTURBANCE = 3,930 SQ.FT. TOTAL CUT = 20 C.Y. TOTAL FILL = 140 C.Y. NET FILL = 120 C.Y. * THESE ARE STRAIGHT EARTHWORK CALCULATIONS FROM EXISTING GRADE TO PROPOSED CONCEPTUAL FINAL GRADE. DOES NOT ACCOUNT FOR INTERSECTION GRADING, GRADING ASSOCIATED WITH CULVERT INSTALLATION, ANY TOPSOIL REMOVAL, REQUIRED IMPORT MATERIAL, ON-SITE SUITABLE FILL MATERIAL OR COMPACTION. DRIVEWAY TO 828 CONUNDRUM CREEK ROAD EARTHWORK ESTIMATE STA 0+75 TO 2+39 DRIVEWAY TO HIDEOUT PARCEL. OPTION A; RE. TO SHEET 3 OPTION A DRIVEWAY TO 828 CONUNDRUM CREEK ALIGNMENT & PROFILE 03-20-19 SHEET 2 OF 10 PRELIMINARY DESIGN - NOT FOR CONSTRUCTION oeoeoeoe oe oe oeoeoeoe oe oe 8 6 3 0 86 4 0 865 0 8660 8 6 7 0 868 0 8690 8624 8626 862886328634 8636 8638 8642 86 4 4 8646 86 4 8 865 2 865 4 8656 8 6 5 8 866 2 8664 86 6 6 86 6 8 8 6 7 2 8 6 7 4 8676 8678 868 2 8684 86 8 6 8688 8692 8660 86 7 0 868086548656 8658 8662 8664 8666 8668 8 6 7 2 8 6 7 4 8676 867886828 6 8 4 8 6 8 6 86 8 8 868 0 8670 8660 THE HIDEOUT PARCELCONU N DR U M CREEK R O A D PROPOSED ACTIVITY ENVELOPE & UTILITY EASEMENT FOR HOLY CROSS ACCESS TO FOLLOW EXISTING TWO-TRACK ROAD PROPOSED 10' UTILITY ESMNT FIRE TRUCK TURN AROUND FINAL LOCATION TO BE DETERMINED PENDING CONCEPTUAL SITE PLAN (BY OTHERS) EXISTING TRANSFORMER & TELEPHONE PED -0+150+000+501+ 0 0 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+005+04 BP: -0+14.88 EP: 5+03.82PI: 0+00.00 PC: 0 + 2 9 . 5 9 PC: 1+74.56PT: 1+27.13PT: 1+99.982+39 1+50 2+00 EP: 2+38.76PT: 1+79.045.0% 2.4 % 14.6%1.4%2.2% 8 6 6 0 866086708670 8670 8670 8680 8680 7.9% HIDEOUT PROPOSED BUILDING SITE. FINAL LOCATION TO BE DETERMINED UNDER SITE PLAN REVIEW.15.0%11.9%GRADING DEPICTS 2:1 CUT SLOPE. REFER TO NOTE 7 LIMITS OF GRADING FOR ALTERNATE PROFILE (SHOWN BELOW). REFER TO NOTE 7 2:1 SLOPE; LIMITS OF FILL SLOPE COULD BE REDUCED BY INCORPORATING SHORT RETAINING WALL. R50.00' R62.57' R52.47' 228'± SITE LINE 80'± SITE LINE EXISTING DRIVEWAY TO 828 CONUNDRUM CREEK ROAD TO BE ABANDON, FILLED IN, RECLAIMED AND PLANTED WITH TREES. R50.00' R153.08' DRIVEWAY TO HIDEOUT PARCEL PROFILE 8640 8645 8650 8655 8660 8665 8670 8675 8680 8685 8690 8695 8700 8640 8645 8650 8655 8660 8665 8670 8675 8680 8685 8690 8695 8700 -0+158648.88648.760+008650.28650.178661.18661.100+508665.98665.858669.18669.071+008670.58670.558672.08671.971+508671.48671.458671.08671.022+008670.38670.338669.78669.682+508668.98668.918668.98668.853+008670.28670.228673.78673.693+508678.08678.048679.58679.454+008676.28676.248678.98678.864+508679.08678.978677.98677.955+008677.58677.485+048677.48677.3612.00% 5.00% -2.00%2.00% -2.00%2.00%GRADE BREAK STA = -0+00.00ELEV = 8650.17GRADE BREAK STA = 0+05.00ELEV = 8650.07GRADE BREAK STA = 4+78.82ELEV = 8677.50GRADE BREAK STA = 5+03.82ELEV = 8678.00PVI STA: 0+50.00 PVI ELEV: 8650.97 K: 4.00 LVC: 40.00 BVCS: 0+30.00BVCE: 8650.57EVCS: 0+70.00EVCE: 8653.37PVI STA: 2+35.99 PVI ELEV: 8673.28 K: 7.14 LVC: 50.00 BVCS: 2+10.99BVCE: 8670.28EVCS: 2+60.99EVCE: 8674.53PVI STA: 3+65.56 PVI ELEV: 8679.77 K: 7.14 LVC: 50.00 BVCS: 3+40.56BVCE: 8678.51EVCS: 3+90.56EVCE: 8679.27HIGH PT. STA: 3+76.28 HIGH PT ELEV: 8679.41 CENTERLINE AT INTERSECTION TO 828 AND PARCEL C SHARED DRIVEWAY STA: 2+78.40 ELEV= 8675.41' -4.0% -12.0% ALTERNATE PROFILE IF VARIANCE IS GRANTED 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 30 OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 18032JOB NO. DATE: 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY DATE REVISION DRAWING NO. TITLE G:\2018\18032\CIVIL\CIVIL DWGS\DE\18032-DRIVEWAYS OPTION A.DWG - Mar 20, 2019 - 3:19pmLEGEND PROPERTY LINE SETBACK LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING EDGE OF GRAVEL ROAD PROPOSED GRAVEL THE HIDEOUT PARCELDRIVEWAY PLAN & PROFILE STUDYPITKIN COUNTY, COLORADO1.EXISTING CONTOURS ARE AT 2' INTERVAL AND ARE PER PITKIN COUNTY AERIAL TOPOGRAPHY. 2.PROPOSED CONTOURS ARE AT 2' INTERVAL 3.2:1 MAXIMUM CUT/FILL SLOPES USED FOR ANALYSIS, EXCEPT WHERE NOTED. 4.DRIVEWAY DESIGN IS 16' MINIMUM WIDTH AND 12% MAXIMUM GRADE. 5.LOCATION OF PROPOSED CULVERTS TO BE FINALIZED. 6.EXISTING DRIVEWAY TO BE RECLAIMED. 7.CUT SLOPE CAN BE REDUCED IF VARIANCE FROM 30' APPROACH AT 2% AT INTERSECTIONS IS GRANTED. REFER TO PROFILE. 8.ALL DRIVEWAY PLATFORMS ARE 16' WIDE. 9.SIGHT TRIANGLES ARE BASED ON AASHTO CRITERIA FOR INTERSECTIONS WITH STOP CONTROL ON MINOR ROAD. DEPARTING SIGHT DISTANCE ASSUMES LINE OF SIGHT TO BE 8-FT FROM EDGE OF EXISTING ROAD. THE DISTANCE FROM THE FRONT OF CAR TO THE DRIVER'S EYE FOR U.S. PASSENGER CARS IS 8-FT OR LESS. NOTES PROPOSED AREA OF DISTURBANCE = 22,230 SQ.FT. TOTAL CUT = 3,375 C.Y. TOTAL FILL = 510 C.Y. NET CUT = 2,865 C.Y. * THESE ARE STRAIGHT EARTHWORK CALCULATIONS FROM EXISTING GRADE TO PROPOSED CONCEPTUAL FINAL GRADE. DOES NOT ACCOUNT FOR INTERSECTION GRADING, GRADING ASSOCIATED WITH CULVERT INSTALLATION, ANY TOPSOIL REMOVAL, REQUIRED IMPORT MATERIAL, ON-SITE SUITABLE FILL MATERIAL OR COMPACTION. DRIVEWAY TO HIDEOUT PARCEL WITH VARIANCE (IN RED) EARTHWORK ESTIMATE PROPOSED AREA OF DISTURBANCE = 23,485 SQ.FT. TOTAL CUT = 4,230 C.Y. TOTAL FILL = 490 C.Y. NET CUT = 3,740 C.Y. * THESE ARE STRAIGHT EARTHWORK CALCULATIONS FROM EXISTING GRADE TO PROPOSED CONCEPTUAL FINAL GRADE. DOES NOT ACCOUNT FOR INTERSECTION GRADING, GRADING ASSOCIATED WITH CULVERT INSTALLATION, ANY TOPSOIL REMOVAL, REQUIRED IMPORT MATERIAL, ON-SITE SUITABLE FILL MATERIAL OR COMPACTION. DRIVEWAY TO HIDEOUT PARCEL EARTHWORK ESTIMATE OPTION A DRIVEWAY TO HIDEOUT ALIGNMENT & PROFILE 03-20-19 SHEET 3 OF 10 PRELIMINARY DESIGN - NOT FOR CONSTRUCTION 5 0 ' F I R E T R U C K PU L L OU T EM E R G EN C Y P U L L O U T 1 5 0 ' M A X F R OM P R O PO S E D R E S I D EN C E 37+36 28+76 29+00 29 + 5 0 30+ 0 0 30+50 31+0031+5032+0032+50 33+0 0 33+50 34+00 34+ 5 035 +00 3 5 + 5 0 36+ 0 0 36+50 37+00 BP : 2 8 + 7 6 . 3 8 EP: 37+36 .09 PC: 35+20.50PC: 36+02.62PC: 31+81.60 PC: 32+81.77PC: 33+56.75PC: 34+72.20PC: 2 8 +9 4 . 2 8PC: 29+80.38PT: 35+70.57PT: 36+40 .98PT: 32+81.23PT: 33+42.76PT: 34+29.50PT: 35+20.32 PT: 29+61.75PT: 31+22.59 86408 7 1 0 8 7 2 0 87308 7 4 0 8 7 5 0 876086428712871487 1 6 8 7 1 8 87 2 2 87 2 4 8 7 2 6 8 7 2 8 8732 8 7 3 4 8 7 3 6 87 38 8742 8 7 4 4 8 7 4 6 87 4 8 8752 8 7 5 487568758876287648766 868086908682868486868688869286948 7 0 0 86 9 0 868086708660R 5 0 . 0 0 ' R 5 0 . 0 0 ' R 5 0 . 0 0 ' R 1 4 4 . 8 4 ' R 1 1 4 . 6 4 ' R 5 0 . 0 0 ' P A R C E L C T H E H I D EO U T P A R C E L P R O P O S E D 1 0 ' U T I L I T Y E SMN T FI R E T R U C K T U R N A ROU N D F I N A L L O C A T I O N TO B E D E T E RM I N E D P E N D I N G CO N C E P T U A L S I T E P L A N ( B Y O T H E R S ) P R O PO S E D B U I L D I N G SI T E P RO P O S E D D R I V EW A Y TO P A R C E L C FI R E T R U C K T U R N A RO U N D A T 2 -W A Y I N T E R S E C T I ON P RO P O S E D P A R C E L C / H I D E OU T P A R C E L LO T L I N E A D J U S TM E N T TO A C C OMMO D A T E P A R C E L C OW T S FI R E T R U C K T U R N A R OUN D 1 : 1 BO U L D E R W A L L S T O D A Y L I G H T P RO P O S E D 1 0 ' x 1 0 ' U T I L I T Y E A S EM E N T 5.0%2.4%1 4 . 6% 2. 2 % 12.1% ?? ? 86 7 0 8 6 7 0 8 6 7 0 8680868086902 : 1 S LO P E ; L IM I T S O F F I L L S LO P E CO U L D B E R E DU C E D B Y I N CO R PO R A T I N G S H O R T R E T A I N I N G W A L L . R 5 0 . 0 0 ' R 6 2 . 5 7 ' R 5 2 . 4 7 ' R 5 0 . 0 0 ' R 1 5 3 . 0 8 ' DRIVEWAY TO PARCEL C PROFILE 8660 8665 8670 8675 8680 8685 8690 8695 8700 8705 8710 8715 8720 8725 8730 8735 8740 8745 8750 8755 8760 8765 8770 8775 8780 8660 8665 8670 8675 8680 8685 8690 8695 8700 8705 8710 8715 8720 8725 8730 8735 8740 8745 8750 8755 8760 8765 8770 8775 8780 28+768668.829+008673.78675.578674.88676.0729+508675.38677.318677.08679.9130+008679.88682.918681.38685.9030+508683.68688.038685.88688.8431+008688.68690.888692.18693.8831+508695.28696.888698.28699.8932+008702.08702.898705.68705.8932+508708.08708.898712.18711.8933+008712.58714.898713.58717.8933+508717.98720.898722.38723.8934+008723.08726.898727.18729.8934+508728.08732.898732.78735.8935+008737.88738.898738.78741.8935+508742.48744.168741.88745.3036+008743.98746.388748.78748.2836+508754.78751.908764.38752.9637+008765.58767.537+368771.84.35% 18.00 % 4.00% 2.00% 12.00% 3.21% 12.00% MATCH EDGE OF DRIVEWAY STA = 28+85.26 ELEV = 8675.28 GARAGE ENTRY STA = 36+76.09 FFE = 8753.00 PVI STA: 29+46.65 PVI ELEV: 8676.51 K: 4.50 LVC: 45.00 BVCS: 29+24.15BVCE: 8676.06EVCS: 29+69.15EVCE: 8679.20PVI STA: 36+21.08 PVI ELEV: 8747.30 K: 2.20 LVC: 30.00 BVCS: 36+06.08BVCE: 8746.65EVCS: 36+36.08EVCE: 8750.00PVI STA: 30+85.88 PVI ELEV: 8689.19 K: 2.84 LVC: 25.00 BVCS: 30+73.38 BVCE: 8688.79 EVCS: 30+98.38 EVCE: 8690.69 LOW PT. STA: 30+73.38 LOW PT ELEV: 8688.79 PVI STA: 35+41.08 PVI ELEV: 8743.82 K: 3.92 LVC: 30.00 BVCS: 35+26.08BVCE: 8742.02EVCS: 35+56.08EVCE: 8744.47PVI STA: 36+46.08 PVI ELEV: 8751.80 K: 1.07 LVC: 15.00 BVCS: 36+38.58 BVCE: 8750.45 EVCS: 36+53.58 EVCE: 8752.10 HIGH PT. STA: 36+53.58 HIGH PT ELEV: 8752.10 PVI STA: 30+40.15 PVI ELEV: 8687.72 K: 2.85 LVC: 25.00 BVCS: 30+27.65 BVCE: 8686.22 EVCS: 30+52.65 EVCE: 8688.12 HIGH PT. STA: 30+52.65 HIGH PT ELEV: 8688.12 SCALE: VERT: 1" = 15' HORZ: 1" = 30' PROPOSED GRADE OF DRIVEWAY PARCEL C PROPOSED FINAL GRADE EXISTING GRADE PER COUNTY AERIAL TOPOGRAPHY EXISTING GRADE GARAGE FFE=8753'± MAIN LEVEL FFE=8765'± 50' EMERGENCY PULL OFF EMERGENCY PULL OFF LOCATED WITHIN 150-FT MAX. FROM PROPOSED BUILDING SITE 18% GRADE PROPOSED BEYOND EMERGENCY PULL OFF DESIGN OF PROPOSED RESIDENCE PENDING; FOR ILLUSTRATIVE PURPOSES ONLY CENTERLINE AT INTERSECTION TO 828 DRIVEWAY STA: 30+66.77 ELEV= 8688.58' 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 30 OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 18032JOB NO. DATE: 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY DATE REVISION DRAWING NO. TITLE G:\2018\18032\CIVIL\CIVIL DWGS\DE\18032-DRIVEWAYS OPTION A.DWG - Mar 20, 2019 - 3:18pmLEGEND PROPERTY LINE SETBACK LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING EDGE OF GRAVEL ROAD PROPOSED GRAVEL PARCEL CDRIVEWAY PLAN & PROFILE STUDYPITKIN COUNTY, COLORADO1.EXISTING CONTOURS ARE AT 2' INTERVAL AND ARE PER PITKIN COUNTY AERIAL TOPOGRAPHY. 2.PROPOSED CONTOURS ARE AT 2' INTERVAL 3.2:1 MAXIMUM CUT/FILL SLOPES USED FOR ANALYSIS, EXCEPT WHERE NOTED. 4.DRIVEWAY DESIGN IS 16' MINIMUM WIDTH AND 12% MAXIMUM GRADE. 5.LOCATION OF PROPOSED CULVERTS TO BE FINALIZED. 6.ALL DRIVEWAY PLATFORMS ARE 16' WIDE. NOTES PROPOSED AREA OF DISTURBANCE = 29,890 SQ.FT. TOTAL CUT = 725 C.Y. TOTAL FILL = 1,880 C.Y. NET FILL = 1,155 C.Y. * THESE ARE STRAIGHT EARTHWORK CALCULATIONS FROM EXISTING GRADE TO PROPOSED CONCEPTUAL FINAL GRADE. DOES NOT ACCOUNT FOR INTERSECTION GRADING, GRADING ASSOCIATED WITH CULVERT INSTALLATION, ANY TOPSOIL REMOVAL, REQUIRED IMPORT MATERIAL, ON-SITE SUITABLE FILL MATERIAL OR COMPACTION. DRIVEWAY TO PARCEL C EARTHWORK ESTIMATE OPTION A DRIVEWAY TO PARCEL C ALIGNMENT & PROFILE 03-20-19 SHEET 4 OF 10 PRELIMINARY DESIGN - NOT FOR CONSTRUCTION DRIVEWAY TO 828 CONUNDRUM CREEK ROAD PROPOSED DRIVEWAY TO PARCEL C10+0010+5011+0011 + 5 0 12+00 12 + 5 0 1 3 + 0 0 13+5014+00 14+50 15+00 15+16 BP: 10+00. 0 0 EP: 15+16 .25 PC: 10+93. 8 5 PC: 12+08.37PC: 12+84.61PC: 14+51.29PT: 11+65.38PT: 12+66.26PT: 13+92 .57 PT: 14+52.82oeoeoeoeoeoeoeoe 865 0 8660 8 6 7 0 8680 8690 8700 8710 8720 865 2 8654 8656 8 6 5 8 866 2 8664 86 6 6 86 6 8 8 6 7 2 8 6 7 4 8676 8678 868 2 8684 86 8 6 8688 8692 86 9 4 869 6 8698 8702 8704 87 0 6 87 0 8 871 2 87 1 4 8716 8718 8700 8690 PROPOSED CULVERT. SIZE TO BE DETERMINED8670867086 80 8680 86 8 0 86 8 0 8690 8690 8700 FIRE TRUCK TURN AROUND AT 3-WAY INTERSECTION 828 CONUNDRUM CREEK ROAD PROPOSED 20' ACCESS & UTILITY EASEMENT TO 828 CONUNDRUM CREEK RD CONUNDRUM CREEK R O A D PROPOSED 10' UTILITY ESMNT EXISTING TRANSFORMER & TELEPHONE PED PROPOSED 10' UTILITY ESMNT PROPOSED ACTIVITY ENVELOPE & UTILITY EASEMENT FOR HOLY CROSS ACCESS TO FOLLOW EXISTING TWO-TRACK ROAD GRADING DEPICTS 2:1 CUT SLOPE. REFER TO NOTE 7 15.0% 9.5% 6.6% R50.00' R168.09' R104.73' R50.00' R50.00' 106'± SITE LINE 103'± SITE LINE EXISTING DRIVEWAY TO 828 CONUNDRUM CREEK ROAD TO BE ABANDON, FILLED IN, RECLAIMED AND PLANTED WITH TREES. LIMITS OF GRADING FOR ALTERNATE PROFILE (SHOWN BELOW). REFER TO NOTE 7 DRIVEWAY TO 828 CONUNDRUM CREEK ROAD PROFILE 8655 8660 8665 8670 8675 8680 8685 8690 8695 8700 8705 8710 8715 12+508686.18684.598686.58687.5913+008685.28689.558687.18690.0913+508689.78690.828692.78692.6914+008697.48695.598698.98698.5914+508700.08701.598702.08703.6515+008702.18704.2515+168703.7SCALE: EXISTING GRADE PER COUNTY AERIAL TOPOGRAPHY EXISTING GRADE PROPOSED FINAL GRADE 2.00% 12.00% 2.19% GARAGE ENTRY STA = 15+16.24 ELEV = 8704.61 PVI STA: 13+60.00 PVI ELEV: 8690.79 K: 5.00 LVC: 50.00 BVCS: 13+35.00BVCE: 8690.29EVCS: 13+85.00EVCE: 8693.79PVI STA: 12+90.00 PVI ELEV: 8689.39 K: 3.00 LVC: 30.00 BVCS: 12+75.00BVCE: 8687.59EVCS: 13+05.00EVCE: 8689.69PVI STA: 14+66.00 PVI ELEV: 8703.51 K: 3.06 LVC: 30.00 BVCS: 14+51.00BVCE: 8701.71EVCS: 14+81.00EVCE: 8703.84SHARED DRIVEWAY DRIVEWAY TO 828 CONUNDRUM CREEK ROAD DRIVEWAY TO 828 CONUNDRUM CREEK ROAD PROFILE 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 30 OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 18032JOB NO. DATE: 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY DATE REVISION TITLE G:\2018\18032\CIVIL\CIVIL DWGS\DE\18032-DRIVEWAYS OPTION B.DWG - Mar 20, 2019 - 3:21pmOPTION B DRIVEWAY TO 828 CONUNDRUM CREEK ALIGNMENT & PROFILE828 CONUNDRUM CREEK ROADDRIVEWAY PLAN & PROFILE STUDYPITKIN COUNTY, COLORADOLEGEND PROPERTY LINE SETBACK LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING EDGE OF GRAVEL ROAD PROPOSED GRAVEL 1.EXISTING CONTOURS ARE AT 2' INTERVAL AND ARE PER PITKIN COUNTY AERIAL TOPOGRAPHY. 2.PROPOSED CONTOURS ARE AT 2' INTERVAL 3.2:1 MAXIMUM CUT/FILL SLOPES USED FOR ANALYSIS, EXCEPT WHERE NOTED. 4.DRIVEWAY DESIGN IS 16' MINIMUM WIDTH AND 12% MAXIMUM GRADE. 5.LOCATION OF PROPOSED CULVERTS TO BE FINALIZED. 6.EXISTING DRIVEWAY TO BE RECLAIMED. 7.CUT SLOPE CAN BE REDUCED IF VARIANCE FROM 30' APPROACH AT 2% AT INTERSECTIONS IS GRANTED. 8.ALL DRIVEWAY PLATFORMS ARE 16' WIDE. 9.SIGHT TRIANGLES ARE BASED ON AASHTO CRITERIA FOR INTERSECTIONS WITH STOP CONTROL ON MINOR ROAD. DEPARTING SIGHT DISTANCE ASSUMES LINE OF SIGHT TO BE 8-FT FROM EDGE OF EXISTING ROAD. THE DISTANCE FROM THE FRONT OF CAR TO THE DRIVER'S EYE FOR U.S. PASSENGER CARS IS 8-FT OR LESS. NOTES PROPOSED AREA OF DISTURBANCE = 4,500 SQ.FT. TOTAL CUT = 115 C.Y. TOTAL FILL = 115 C.Y. NET FILL = 0 C.Y. * THESE ARE STRAIGHT EARTHWORK CALCULATIONS FROM EXISTING GRADE TO PROPOSED CONCEPTUAL FINAL GRADE. DOES NOT ACCOUNT FOR INTERSECTION GRADING, GRADING ASSOCIATED WITH CULVERT INSTALLATION, ANY TOPSOIL REMOVAL, REQUIRED IMPORT MATERIAL, ON-SITE SUITABLE FILL MATERIAL OR COMPACTION. DRIVEWAY TO 828 CONUNDRUM CREEK ROAD EARTHWORK ESTIMATE STA 13+00 TO 14+40 ± 03-20-19 SHEET 5 OF 10 PRELIMINARY DESIGN - NOT FOR CONSTRUCTION PROPOSED DRIVEWAY TO HIDEOUT PARCEL PROPOSED 18" CULVERT FIRE TRUCK TURN AROUND FINAL LOCATION TO BE DETERMINED PENDING CONCEPTUAL SITE PLAN (BY OTHERS) DRIVEWAY TO 828 CONUNDRUM CREEK ROAD10+0010+5011+0011 + 5 0 12+00 12 + 5 0 13 + 0 0 13+50 14+00 14+5 0 15+0 0 15+5 0 16+00 16+ 5 0 17+ 0 0 17+ 4 2 BP: 10+00.00 EP: 17+42.35PI: 1 4 + 1 4 . 6 3 PC: 14+49.63 P C : 1 5 + 7 8 . 7 3 PC: 10+93.85 PC: 12+08.37 PC: 12+83.26PT: 14+50.80 PT: 16+34.29 PT: 11+65.38 PT: 12+66.26PT : 1 4 +1 4 . 6 1 oeoeoe86 4 0 865 0 8660 8 6 7 0 868 0 8690 8700 8710 8634 8636 8638 8642 86 4 4 8646 864 8 865 2 865 4 8656 8 6 5 8 866 2 8664 86 6 6 86 6 8 8 6 7 2 8 6 7 4 8676 8678 868 2 8684 86 8 6 8688 8692 86 9 4 8696 8698 8702 8704 87 0 6 87 0 8 871 2 87 1 4 868086 9 0 8700 8 7 1 0 8720 8676 867886828 6 8 4 8 6 8 6 86 8 8 86 9 2 8 6 9 4 86 9 6 8698 87 0 2 870487068 7 0 8 8 7 1 2 871487 1 6 8718 8722 87 2 4 87 2 6 8700 8690 868 0 8670 8660 PROPOSED CULVERT. SIZE TO BE DETERMINED8670867086 8 0 8680 86 8 0 86 8 0 8690 8690 8700 FIRE TRUCK TURN AROUND AT 3-WAY INTERSECTION R50.00' 828 CONUNDRUM CREEK ROAD THE HIDEOUT PARCEL PROPOSED 20' ACCESS & UTILITY EASEMENT TO 828 CONUNDRUM CREEK RD CONUNDRUM CREEK R O A D PROPOSED 10' UTILITY ESMNT EXISTING TRANSFORMER & TELEPHONE PED PROPOSED 10' UTILITY ESMNT PROPOSED ACTIVITY ENVELOPE & UTILITY EASEMENT FOR HOLY CROSS ACCESS TO FOLLOW EXISTING TWO-TRACK ROAD GRADING DEPICTS 2:1 CUT SLOPE. REFER TO NOTE 7 15.0% 9.5% 6.6% R50.00' R168.09' R104.73' R155.00' R55.00' R50.00' R50.00' 106'± SITE LINE 103'± SITE LINE EXISTING DRIVEWAY TO 828 CONUNDRUM CREEK ROAD TO BE ABANDON, FILLED IN, RECLAIMED AND PLANTED WITH TREES. LIMITS OF GRADING FOR ALTERNATE PROFILE (SHOWN BELOW). REFER TO NOTE 7 DRIVEWAY TO HIDEOUT PROFILE 8655 8660 8665 8670 8675 8680 8685 8690 8695 8700 8655 8660 8665 8670 8675 8680 8685 8690 8695 8700 10+008659.58665.68662.0310+508672.58662.558676.48663.9211+008678.98666.618681.78669.6111+508682.98672.618683.08675.6012+008683.88678.608685.18681.6012+508686.18684.608686.58687.5813+008684.88689.408684.88689.4613+508684.48688.288683.58687.0614+008682.38685.838679.78684.6114+508677.28683.388676.98682.1615+008678.28680.938676.18679.7115+508675.88678.488676.08677.2516+008675.78676.038675.28675.2016+508674.48675.208676.28675.9117+008676.98676.688676.78677.4617+428676.68678.00PROPOSED CULVERT PROPOSED CULVERT SCALE: VERT: 1" = 15' HORZ: 1" = 30' PROPOSED GRADE OF DRIVEWAY TO HIDEOUT PARCEL EXISTING GRADE PER COUNTY AERIAL TOPOGRAPHY -4.90% 3.11% 2.00% 12.00% PVI STA: 16+30.64 PVI ELEV: 8674.53 K: 7.49 LVC: 60.00 BVCS: 16+00.64BVCE: 8676.00EVCS: 16+60.64EVCE: 8675.46LOW PT. STA: 16+37.36 LOW PT ELEV: 8675.10 PVI STA: 10+69.27 PVI ELEV: 8662.92 K: 4.50 LVC: 45.00 BVCS: 10+46.77BVCE: 8662.47EVCS: 10+91.77EVCE: 8665.62MATCH EXISTING EDGE OF CONUNDRUM CREEK ROAD STA = 10+18.34 ELEV = 8661.90 GARAGE ENTRY STA = 17+42.35 ELEV = 8678.00 PVI STA: 13+00.79 PVI ELEV: 8690.70 K: 3.55 LVC: 60.00 BVCS: 12+70.79BVCE: 8687.10EVCS: 13+30.79EVCE: 8689.23HIGH PT. STA: 13+13.39 HIGH PT ELEV: 8689.65 PROPOSED 18" STORM PIPE EXISTING GRADE PER FIELD SURVEY TOPOGRAPHY CENTER OF 3-WAY INTERSECTION BEGIN DRIVEWAY TO 828 CONUNDRUM CREEK ROAD & DRIVEWAY TO PARCEL C STA: 12+84.61 ELEV= 8688.60' (REFER TO DRIVEWAY TO 828 CONUNDRUM CREEK ROAD PROFILE & DRIVEWAY TO PARCEL C PROFILE) -4.0% -12.0% ALTERNATE PROFILE IF VARIANCE IS GRANTED 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 30 OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 18032JOB NO. DATE: 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY DATE REVISION TITLE G:\2018\18032\CIVIL\CIVIL DWGS\DE\18032-DRIVEWAYS OPTION B.DWG - Mar 20, 2019 - 3:20pmTHE HIDEOUT PARCELDRIVEWAY PLAN & PROFILE STUDYPITKIN COUNTY, COLORADOREDUCED FOR ATTACHMENT TO REPORT OPTION B DRIVEWAY TO HIDEOUT ALIGNMENT & PROFILE LEGEND PROPERTY LINE SETBACK LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING EDGE OF GRAVEL ROAD PROPOSED GRAVEL 1.EXISTING CONTOURS ARE AT 2' INTERVAL AND ARE PER PITKIN COUNTY AERIAL TOPOGRAPHY. 2.PROPOSED CONTOURS ARE AT 2' INTERVAL 3.2:1 MAXIMUM CUT/FILL SLOPES USED FOR ANALYSIS, EXCEPT WHERE NOTED. 4.DRIVEWAY DESIGN IS 16' MINIMUM WIDTH AND 12% MAXIMUM GRADE. 5.LOCATION OF PROPOSED CULVERTS TO BE FINALIZED. 6.EXISTING DRIVEWAY TO BE RECLAIMED. 7.CUT SLOPE CAN BE REDUCED IF VARIANCE FROM 30' APPROACH AT 2% AT INTERSECTIONS IS GRANTED. 8.ALL DRIVEWAY PLATFORMS ARE 16' WIDE. 9.SIGHT TRIANGLES ARE BASED ON AASHTO CRITERIA FOR INTERSECTIONS WITH STOP CONTROL ON MINOR ROAD. DEPARTING SIGHT DISTANCE ASSUMES LINE OF SIGHT TO BE 8-FT FROM EDGE OF EXISTING ROAD. THE DISTANCE FROM THE FRONT OF CAR TO THE DRIVER'S EYE FOR U.S. PASSENGER CARS IS 8-FT OR LESS. NOTES PROPOSED AREA OF DISTURBANCE = 37,815 SQ.FT. TOTAL CUT = 3,600 C.Y. TOTAL FILL = 1,525 C.Y. NET CUT = 2,075 C.Y. * THESE ARE STRAIGHT EARTHWORK CALCULATIONS FROM EXISTING GRADE TO PROPOSED CONCEPTUAL FINAL GRADE. DOES NOT ACCOUNT FOR INTERSECTION GRADING, GRADING ASSOCIATED WITH CULVERT INSTALLATION, ANY TOPSOIL REMOVAL, REQUIRED IMPORT MATERIAL, ON-SITE SUITABLE FILL MATERIAL OR COMPACTION. DRIVEWAY TO HIDEOUT PARCEL EARTHWORK ESTIMATE 03-20-19 SHEET 6 OF 10 PRELIMINARY DESIGN - NOT FOR CONSTRUCTIONPROPOSED AREA OF DISTURBANCE = 36,630 SQ.FT. TOTAL CUT = 2,920 C.Y. TOTAL FILL = 1,590 C.Y. NET CUT = 1,330 C.Y. * THESE ARE STRAIGHT EARTHWORK CALCULATIONS FROM EXISTING GRADE TO PROPOSED CONCEPTUAL FINAL GRADE. DOES NOT ACCOUNT FOR INTERSECTION GRADING, GRADING ASSOCIATED WITH CULVERT INSTALLATION, ANY TOPSOIL REMOVAL, REQUIRED IMPORT MATERIAL, ON-SITE SUITABLE FILL MATERIAL OR COMPACTION. DRIVEWAY TO HIDEOUT PARCEL WITH VARIANCE (IN RED) EARTHWORK ESTIMATE DRIVEWAY TO 828 CONUNDRUM CREEK ROAD PROPOSED BUILDING SITE 50' FIRETRUCK PULLOUT EMERGENCY PULL OUT 150' MAX FROM PROPOSED RESIDENCE 3 0 + 0 0 3 0 + 5 0 3 1 + 0 0 3 1 + 5 0 32+0032+5033+0 0 33+5034+0 0 34+50 35+00 35+50 36+00 36+5037+0037+32BP: 30+00.00PC: 31+77.54PT: 32+76 .85PC: 32+77 .91 PT : 3 3 + 3 8 . 9 0 PC : 3 3 + 5 2 . 9 0 PT: 34+25 .65PC: 34+68 .35PT: 35+16.47PC: 35+16.64PT: 35+66 .71PC: 35+98 .77 PT: 3 6 + 3 7 . 1 3 EP: 3 7 + 3 2 . 2 3 PROPOSED DRIVEWAY TO PARCEL CETCETCETC SC L SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 10'' WL 10'' WL WL WLWLGGG G G G 8690 8700 8710 8720 8730 8740 8750 8760868 6 8688 8692 86 9 4 869 6 8698 8702 8704 8 7 0 6 87 0 8 87 1 2 87 1 4 8716 8718 8722 8724 8726 8728 8732 8734 8736 8738 8742 8744 8746 8748 8752 8754 875 6 8758 8 7 6 2 8 7 6 4 8 7 6 6 8700 8690 868 0 PROPOSED CULVERT. SIZE TO BE DETERMINED PROPOSED 18" CULVERT 8680 8690 8690 8700 FIRE TRUCK TURN AROUND AT 3-WAY INTERSECTION R50.00' R50.00' R50.00' R144.84' R114.64' R50.00' 828 CONUNDRUM CREEK ROAD PARCEL C THE HIDEOUT PARCEL PROPOSED PARCEL C/HIDEOUT PARCEL LOT LINE ADJUSTMENT TO ACCOMMODATE PARCEL C OWTS PROPOSED 20' ACCESS & UTILITY EASEMENT TO 828 CONUNDRUM CREEK RD FIRE TRUCK TURN AROUND 1:1 BOULDER WALLS TO DAYLIGHT PROPOSED 10' UTILITY ESMNT EXISTING TRANSFORMER & TELEPHONE PED PROPOSED 10' UTILITY ESMNT PROPOSED UTILITY EASEMENT PROPOSED 10' UTILITY ESMNT PROPOSED ACTIVITY ENVELOPE & UTILITY EASEMENT FOR HOLY CROSS ACCESS TO FOLLOW EXISTING TWO-TRACK ROAD R104.73' R155.00' R50.00' R50.00' EXISTING DRIVEWAY TO 828 CONUNDRUM CREEK ROAD TO BE ABANDON, FILLED IN, RECLAIMED AND PLANTED WITH TREES. DRIVEWAY TO PARCEL C PROFILE 8675 8680 8685 8690 8695 8700 8705 8710 8715 8720 8725 8730 8735 8740 8745 8750 8755 8760 8765 8770 8775 8780 8675 8680 8685 8690 8695 8700 8705 8710 8715 8720 8725 8730 8735 8740 8745 8750 8755 8760 8765 8770 8775 8780 30+008686.08685.430+508686.48689.958688.08690.4531+008689.58691.738692.58694.3531+508695.78697.358698.78700.3532+008702.68703.358706.18706.3532+508708.58709.358712.58712.3533+008712.58715.358713.98718.3533+508718.98721.358722.48724.3534+008723.58727.358727.98730.3534+508728.38733.358733.68736.3535+008738.38739.358738.68742.3435+508742.98744.378741.98745.4636+008744.48746.558749.78748.8236+508755.88752.118764.537+008765.98767.837+328771.84.35% 12.00% 18.00 % 4.00% 2.00% MATCH EDGE OF DRIVEWAY STA = 30+43.50 ELEV = 8689.82 GARAGE ENTRY STA = 36+72.23 FFE = 8753.00 PVI STA: 30+96.00 PVI ELEV: 8690.87 K: 4.50 LVC: 45.00 BVCS: 30+73.50BVCE: 8690.42EVCS: 31+18.50EVCE: 8693.57PVI STA: 36+17.23 PVI ELEV: 8747.30 K: 2.20 LVC: 30.00 BVCS: 36+02.23BVCE: 8746.65EVCS: 36+32.23EVCE: 8750.00PVI STA: 35+37.23 PVI ELEV: 8743.82 K: 3.92 LVC: 30.00 BVCS: 35+22.23BVCE: 8742.02EVCS: 35+52.23EVCE: 8744.47PVI STA: 36+42.23 PVI ELEV: 8751.80 K: 1.07 LVC: 15.00 BVCS: 36+34.73 BVCE: 8750.45 EVCS: 36+49.73 EVCE: 8752.10 HIGH PT. STA: 36+49.73 HIGH PT ELEV: 8752.10 SCALE: VERT: 1" = 15' HORZ: 1" = 30' PROPOSED GRADE OF DRIVEWAY PARCEL C PROPOSED FINAL GRADE EXISTING GRADE PER COUNTY AERIAL TOPOGRAPHY EXISTING GRADE GARAGE FFE=8753'± MAIN LEVEL FFE=8765'± 50' EMERGENCY PULL OFF 18% GRADE PROPOSED BEYOND EMERGENCY PULL OFF EMERGENCY PULL OFF LOCATED WITHIN 150-FT MAX. FROM PROPOSED BUILDING SITE DESIGN OF PROPOSED RESIDENCE PENDING; FOR ILLUSTRATIVE PURPOSES ONLY 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 30 OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 18033JOB NO. DATE: 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY DATE REVISION TITLE G:\2018\18032\CIVIL\CIVIL DWGS\DE\18032-DRIVEWAYS OPTION B.DWG - Mar 20, 2019 - 3:20pmPARCEL CDRIVEWAY PLAN & PROFILE STUDYPITKIN COUNTY, COLORADOREDUCED FOR ATTACHMENT TO REPORT OPTION B DRIVEWAY TO PARCEL C ALIGNMENT & PROFILE LEGEND PROPERTY LINE SETBACK LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING EDGE OF GRAVEL ROAD PROPOSED GRAVEL 1.EXISTING CONTOURS ARE AT 2' INTERVAL AND ARE PER PITKIN COUNTY AERIAL TOPOGRAPHY. 2.PROPOSED CONTOURS ARE AT 2' INTERVAL 3.2:1 MAXIMUM CUT/FILL SLOPES USED FOR ANALYSIS, EXCEPT WHERE NOTED. 4.DRIVEWAY DESIGN IS 16' MINIMUM WIDTH AND 12% MAXIMUM GRADE. 5.LOCATION OF PROPOSED CULVERTS TO BE FINALIZED. 6.EXISTING DRIVEWAY TO BE RECLAIMED. 7.CUT SLOPE CAN BE REDUCED IF VARIANCE FROM 30' APPROACH AT 2% AT INTERSECTIONS IS GRANTED. 8.ALL DRIVEWAY PLATFORMS ARE 16' WIDE. NOTES PROPOSED AREA OF DISTURBANCE = 26,140 SQ.FT. TOTAL CUT = 700 C.Y. TOTAL FILL = 1,550 C.Y. NET FILL = 850 C.Y. * THESE ARE STRAIGHT EARTHWORK CALCULATIONS FROM EXISTING GRADE TO PROPOSED CONCEPTUAL FINAL GRADE. DOES NOT ACCOUNT FOR INTERSECTION GRADING, GRADING ASSOCIATED WITH CULVERT INSTALLATION, ANY TOPSOIL REMOVAL, REQUIRED IMPORT MATERIAL, ON-SITE SUITABLE FILL MATERIAL OR COMPACTION. DRIVEWAY TO PARCEL C EARTHWORK ESTIMATE 03-20-19 SHEET 7 OF 10 PRELIMINARY DESIGN - NOT FOR CONSTRUCTION oeoeoeoeoeoeoeoeoeoeoeoeoeoe865 0 8660 8 6 7 0 868 0 8690 8700 8710 8720 8642 86 4 4 8646 864 8 8652 865 4 8656 8 6 5 8 866 2 8664 86 6 6 86 6 8 8 6 7 2 8 6 7 4 8676 8678 868 2 8684 86 8 6 8688 8692 86 9 4 869 6 8698 8702 8704 87 0 6 87 0 8 871 2 87 1 4 8716 8718 8722 8700 8690 868 0 8670 R50.00' 828 CONUNDRUM CREEK ROADCONU N DR U M CREEK R OA D PROPOSED 10' UTILITY ESMNT PROPOSED 10' UTILITY ESMNT PROPOSED DRIVEWAY TO PARCEL C FIRE TRUCK TURN AROUND AT INTERSECTION. BEGIN DRIVEWAY TO PARCEL C EXISTING TRANSFORMER & TELEPHONE PED0+000+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 BP: 0+00 . 0 0 PCC: 0+08.96PT: 0+65.43PC: 1+71.75PT: 2+05.86PC: 2+78.43PT: 3+43.82PC: 4+10.63RADIUS = 33.0' TO ACCOMODATE FIRE TRUCK MOVEMENT (VARIANCE REQUIRED) 8680 8680 8680 868086908700871 0 PROPOSED ACTIVITY ENVELOPE & UTILITY EASEMENT FOR HOLY CROSS ACCESS TO FOLLOW EXISTING TWO-TRACK ROAD 0 + 0 0 0+501+001+50 2+00 2+50 2+81 BP: 0+00.00PC: 0+14.27PT: 1+62 .07EP: 2+80 .58 R490.00' R450.00' R86.71' R70.00' R50.00' R70.00' 159'± SITE LINE 110'± SITE LINE EXISTING DRIVEWAY TO 828 CONUNDRUM CREEK ROAD TO BE ABANDON, FILLED IN, RECLAIMED AND PLANTED WITH TREES.15.0% DRIVEWAY TO 828 PROFILE 8675 8680 8685 8690 8695 8700 8705 8710 8675 8680 8685 8690 8695 8700 8705 8710 0+008681.98681.928682.18682.080+508683.38683.288685.48685.431+008688.08688.018690.98690.941+508694.58694.518698.78698.682+008699.38699.278701.18701.152+508702.08702.028703.08702.952+818703.58703.492.25% 12.00% 2.00%GRADE BREAK STA = 0+12.48ELEV = 8682.16GRADE BREAK STA = 2+80.58ELEV = 8704.61PVI STA: 0+57.48 PVI ELEV: 8683.06 K: 4.50 LVC: 45.00 BVCS: 0+34.98BVCE: 8682.61EVCS: 0+79.98EVCE: 8685.76PVI STA: 2+26.99 PVI ELEV: 8703.40 K: 5.13 LVC: 50.00 BVCS: 2+01.99BVCE: 8700.40EVCS: 2+51.99EVCE: 8703.971 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 30 OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 18032JOB NO. DATE: 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY DATE REVISION DRAWING NO. TITLE G:\2018\18032\CIVIL\CIVIL DWGS\DE\18032-DRIVEWAYS OPTION C.DWG - Mar 20, 2019 - 3:23pm828 CONUNDRUM CREEK ROADDRIVEWAY PLAN & PROFILE STUDYPITKIN COUNTY, COLORADOOPTION C DRIVEWAY TO 828 CONUNDRUM CREEK ALIGNMENT & PROFILE LEGEND PROPERTY LINE SETBACK LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING EDGE OF GRAVEL ROAD PROPOSED GRAVEL 1.EXISTING CONTOURS ARE AT 2' INTERVAL AND ARE PER PITKIN COUNTY AERIAL TOPOGRAPHY. 2.PROPOSED CONTOURS ARE AT 2' INTERVAL 3.2:1 MAXIMUM CUT/FILL SLOPES USED FOR ANALYSIS, EXCEPT WHERE NOTED. 4.DRIVEWAY DESIGN IS 16' MINIMUM WIDTH AND 12% MAXIMUM GRADE. 6.LOCATION OF PROPOSED CULVERTS TO BE FINALIZED. 7.ALL DRIVEWAY PLATFORMS ARE 16' WIDE. 8.SIGHT TRIANGLES ARE BASED ON AASHTO CRITERIA FOR INTERSECTIONS WITH STOP CONTROL ON MINOR ROAD. DEPARTING SIGHT DISTANCE ASSUMES LINE OF SIGHT TO BE 8-FT FROM EDGE OF EXISTING ROAD. THE DISTANCE FROM THE FRONT OF CAR TO THE DRIVER'S EYE FOR U.S. PASSENGER CARS IS 8-FT OR LESS. NOTES PROPOSED AREA OF DISTURBANCE = 4,100 SQ.FT. TOTAL CUT = 110 C.Y. TOTAL FILL = 15 C.Y. NET CUT = 95 C.Y. * THESE ARE STRAIGHT EARTHWORK CALCULATIONS FROM EXISTING GRADE TO PROPOSED CONCEPTUAL FINAL GRADE. DOES NOT ACCOUNT FOR INTERSECTION GRADING, GRADING ASSOCIATED WITH CULVERT INSTALLATION, ANY TOPSOIL REMOVAL, REQUIRED IMPORT MATERIAL, ON-SITE SUITABLE FILL MATERIAL OR COMPACTION. DRIVEWAY TO 828 CONUNDRUM CREEK ROAD EARTHWORK ESTIMATE STA 0+75 TO 2+10 03-20-19 SHEET 8 OF 10 PRELIMINARY DESIGN - NOT FOR CONSTRUCTION WLWLoeoeoeoeoeoeoeoeoeoeoeoe86 4 0 865 0 8660 8 6 7 0 868 0 8690 8700 8710 8636 864 2 86 4 4 8646 864 8 8652 865 4 8656 8 6 5 8 866 2 8664 86 6 6 86 6 8 8 6 7 2 8 6 7 4 8676 8678 8682 8684 868 6 8688 8692 86 9 4 869 6 8698 8702 8704 8 7 0 6 87 0 8 868086 9 0 8700 8 7 1 0 8720 8676 867886828 6 8 4 8 6 8 6 8 68 8 86 9 2 8 6 9 4 86 9 6 8698 87 0 2 8704870687088 7 1 2 871487 1 6 8718 8722 87 2 4 8700 8690 868 0 8670 8660 R50.00' 828 CONUNDRUM CREEK ROAD THE HIDEOUT PARCELCONU N DR U M CREEK R O A D PROPOSED 10' UTILITY ESMNT PROPOSED 10' UTILITY ESMNT FIRE TRUCK TURN AROUND FINAL LOCATION TO BE DETERMINED PENDING CONCEPTUAL SITE PLAN (BY OTHERS) FIRE TRUCK TURN AROUND AT INTERSECTION. BEGIN DRIVEWAY TO PARCEL C EXISTING TRANSFORMER & TELEPHONE PED0+000+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+ 5 0 7+ 0 0 7+ 0 7 BP: 0+00 . 0 0 PCC: 0+08.96PT: 0+65.43PC: 1+71.75PT: 2+05.86PC: 2+78.43PT: 3+43.82PC: 4+10.63PT: 5+28 .45PC: 5+56 .94PT: 6+07.55EP: 7+07.28RADIUS = 33.0' TO ACCOMODATE FIRE TRUCK MOVEMENT (VARIANCE REQUIRED) 8680 8680 8680 868086908700PROPOSED ACTIVITY ENVELOPE & UTILITY EASEMENT FOR HOLY CROSS ACCESS TO FOLLOW EXISTING TWO-TRACK ROAD 0+ 0 0 0+501+001+50 2+00 2+50 2+81 BP: 0+00.00PC: 0+14.27PT: 1+62 .07EP: 2+80 .58 R490.00' R450.00' R315.55' R50.00' R86.71' R70.00' R50.00' R70.00' 159'± SITE LINE 110'± SITE LINE EXISTING DRIVEWAY TO 828 CONUNDRUM CREEK ROAD TO BE ABANDON, FILLED IN, RECLAIMED AND PLANTED WITH TREES.15.0% 7.50 17.04 8.50 7.03 6.0 ASPEN FPD - PUMPER (2017)feet : : : Width Track Lock to Lock Time 33.50 HIDEOUT PROFILE 8665 8670 8675 8680 8685 8690 8665 8670 8675 8680 8685 8690 0+008673.88673.788676.78676.750+508684.28679.758686.58682.751+008685.78685.198685.58685.911+508685.28685.458684.08684.952+008683.78684.458683.58683.952+508683.48683.458681.98682.723+008679.88681.558678.58680.163+508678.18678.768676.88677.374+008675.48675.978673.48674.584+508673.28673.518674.88673.375+008672.98673.858674.58674.355+508673.98674.858674.28675.356+008674.38675.858673.58676.356+508675.98676.858676.88677.357+008677.08677.857+078677.18678.0011.87%2.00% 12.00% -2.00% -5.58% MATCH EXISTING DRIVEWAY STA = 0+00.00 ELEV = 8673.78 BEGIN DRIVEWAY TO HIDEOUT PARCEL STA = 0+25.00 ELEV = 8676.75 PROPOSED GARAGE ENTRY STA = 7+07.28 ELEV = 8678.00 PVI STA: 4+54.35 PVI ELEV: 8672.94 K: 6.60 LVC: 50.00 BVCS: 4+29.35BVCE: 8674.34EVCS: 4+79.35EVCE: 8673.44LOW PT. STA: 4+66.15 LOW PT ELEV: 8673.31 PVI STA: 1+05.02 PVI ELEV: 8686.35 K: 3.57 LVC: 50.00 BVCS: 0+80.02BVCE: 8683.35EVCS: 1+30.02EVCE: 8685.85HIGH PT. STA: 1+22.87 HIGH PT ELEV: 8685.92 PVI STA: 2+75.00 PVI ELEV: 8682.95 K: 13.97 LVC: 50.00 BVCS: 2+50.00BVCE: 8683.45EVCS: 3+00.00EVCE: 8681.55PROPOSED INTERSECTION BEGIN DRIVEWAY TO PARCEL C STA: 2+75.00 ELEV= 8682.50' PROPOSED GRADE OF DRIVEWAY HIDEOUT PROPOSED FINAL GRADE EXISTING GRADE PER COUNTY AERIAL TOPOGRAPHY EXISTING GRADE SCALE: VERT: 1" = 15' HORZ: 1" = 30' EXISTING DRIVEWAY DOES NOT PROVIDE 30' AT 2% 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 30 OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 18032JOB NO. DATE: 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY DATE REVISION DRAWING NO. TITLE G:\2018\18032\CIVIL\CIVIL DWGS\DE\18032-DRIVEWAYS OPTION C.DWG - Mar 20, 2019 - 3:23pmTHE HIDEOUT PARCELDRIVEWAY PLAN & PROFILE STUDYPITKIN COUNTY, COLORADOOPTION C DRIVEWAY TO HIDEOUT ALIGNMENT & PROFILE LEGEND PROPERTY LINE SETBACK LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING EDGE OF GRAVEL ROAD PROPOSED GRAVEL 1.EXISTING CONTOURS ARE AT 2' INTERVAL AND ARE PER PITKIN COUNTY AERIAL TOPOGRAPHY. 2.PROPOSED CONTOURS ARE AT 2' INTERVAL 3.2:1 MAXIMUM CUT/FILL SLOPES USED FOR ANALYSIS, EXCEPT WHERE NOTED. 4.DRIVEWAY DESIGN IS 16' MINIMUM WIDTH AND 12% MAXIMUM GRADE. 6.LOCATION OF PROPOSED CULVERTS TO BE FINALIZED. 7.ALL DRIVEWAY PLATFORMS ARE 16' WIDE. 8.SIGHT TRIANGLES ARE BASED ON AASHTO CRITERIA FOR INTERSECTIONS WITH STOP CONTROL ON MINOR ROAD. DEPARTING SIGHT DISTANCE ASSUMES LINE OF SIGHT TO BE 8-FT FROM EDGE OF EXISTING ROAD. THE DISTANCE FROM THE FRONT OF CAR TO THE DRIVER'S EYE FOR U.S. PASSENGER CARS IS 8-FT OR LESS. NOTES PROPOSED AREA OF DISTURBANCE = 22,260 SQ.FT. TOTAL CUT = 720 C.Y. TOTAL FILL = 450 C.Y. NET CUT = 270 C.Y. * THESE ARE STRAIGHT EARTHWORK CALCULATIONS FROM EXISTING GRADE TO PROPOSED CONCEPTUAL FINAL GRADE. DOES NOT ACCOUNT FOR INTERSECTION GRADING, GRADING ASSOCIATED WITH CULVERT INSTALLATION, ANY TOPSOIL REMOVAL, REQUIRED IMPORT MATERIAL, ON-SITE SUITABLE FILL MATERIAL OR COMPACTION. DRIVEWAY TO HIDEOUT PARCEL EARTHWORK ESTIMATE 03-20-19 SHEET 9 OF 10 PRELIMINARY DESIGN - NOT FOR CONSTRUCTION 50' FIRETRUCK PULLOUT EMERGENCY PULL OUT 150' MAX FROM PROPOSED RESIDENCE 37+322 9 + 6 4 3 0 + 0 0 30+503 1 + 0 0 31+50 32+0032+5033+0 0 33+5034+0 0 34+50 35+00 35+50 36+00 36+5037+00BP: 29+64.24EP: 3 7 + 3 2 . 1 6 PI: 31+65.52PC: 35+16.57PC: 35+98 .69 PC: 31+77.54 PC: 32+77 .83 PC : 3 3 + 5 2 . 8 2 PC: 34+68 .27PC: 29+79.76PC: 30 + 5 9. 3 8 PT: 35+66 .63 PT: 3 6 + 3 7 . 0 5 PT: 32+76 .98 PT : 3 3 + 3 8 . 8 3 PT: 34+25 .57PT: 35+16.39PT: 30 + 1 7. 4 3 PT: 30+78.598690 8700 8710 8720 8730 8740 8750 87608682 8684 868 6 8688 8692 86 9 4 869 6 8698 8702 8704 8 7 0 6 87 0 8 871 2 87 1 4 8716 8718 8722 8724 8726 8728 8732 8734 8736 8738 8742 8744 8746 8748 8752 8754 8756 8758 8 7 6 2 8 7 6 4 8 7 6 6 8700 8690 868 0 R50.00' R50.00' R50.00' R144.84' R114.64' R50.00' 828 CONUNDRUM CREEK ROAD PARCEL C PROPOSED 10' UTILITY ESMNT PROPOSED 10' UTILITY ESMNT PROPOSED BUILDING SITE PROPOSED DRIVEWAY TO PARCEL C FIRE TRUCK TURN AROUND AT INTERSECTION. BEGIN DRIVEWAY TO PARCEL C PROPOSED PARCEL C/HIDEOUT PARCEL LOT LINE ADJUSTMENT TO ACCOMMODATE PARCEL C OWTS FIRE TRUCK TURN AROUND 1:1 BOULDER WALLS TO DAYLIGHT EXISTING TRANSFORMER & TELEPHONE PED PROPOSED 10'x10' UTILITY EASEMENT 8680 8680 8680 868086908700871 0 8720873087408750 PROPOSED ACTIVITY ENVELOPE & UTILITY EASEMENT FOR HOLY CROSS ACCESS TO FOLLOW EXISTING TWO-TRACK ROAD R490.00' R450.00' R86.71' R70.00' R50.00' R70.00' EXISTING DRIVEWAY TO 828 CONUNDRUM CREEK ROAD TO BE ABANDON, FILLED IN, RECLAIMED AND PLANTED WITH TREES. DRIVEWAY TO PARCEL C PROFILE 8675 8680 8685 8690 8695 8700 8705 8710 8715 8720 8725 8730 8735 8740 8745 8750 8755 8760 8765 8770 8775 8780 8675 8680 8685 8690 8695 8700 8705 8710 8715 8720 8725 8730 8735 8740 8745 8750 8755 8760 8765 8770 8775 8780 29+648681.98681.830+008682.18682.628683.88683.3730+508686.08685.398688.08688.3631+008689.58691.368692.58694.3631+508695.78697.368698.78700.3632+008702.68703.368706.18706.3632+508708.58709.368712.58712.3633+008712.58715.368713.98718.3633+508718.98721.358722.48724.3534+008723.58727.358728.08730.3534+508728.38733.358733.78736.3535+008738.38739.358738.68742.3435+508742.98744.378741.98745.4636+008744.48746.558749.78748.8236+508755.88752.118764.537+008765.98767.837+328771.84.35% 12.00% 18.00 % 4.00% 2.00%MATCH EDGE OF DRIVEWAY TO HIDEOUT PARCEL STA = 29+76.72 ELEV = 8682.16 GARAGE ENTRY STA = 36+72.23 FFE = 8753.00 PVI STA: 30+32.64 PVI ELEV: 8683.28 K: 4.50 LVC: 45.00 BVCS: 30+10.14BVCE: 8682.83EVCS: 30+55.14EVCE: 8685.98PVI STA: 36+17.23 PVI ELEV: 8747.30 K: 2.20 LVC: 30.00 BVCS: 36+02.23BVCE: 8746.65EVCS: 36+32.23EVCE: 8750.00PVI STA: 35+37.23 PVI ELEV: 8743.82 K: 3.92 LVC: 30.00 BVCS: 35+22.23BVCE: 8742.02EVCS: 35+52.23EVCE: 8744.47PVI STA: 36+42.23 PVI ELEV: 8751.80 K: 1.07 LVC: 15.00 BVCS: 36+34.73 BVCE: 8750.45 EVCS: 36+49.73 EVCE: 8752.10 HIGH PT. STA: 36+49.73 HIGH PT ELEV: 8752.10 SCALE: VERT: 1" = 15' HORZ: 1" = 30' PROPOSED GRADE OF DRIVEWAY PARCEL C PROPOSED FINAL GRADE EXISTING GRADE PER COUNTY AERIAL TOPOGRAPHY EXISTING GRADE GARAGE FFE=8753'± MAIN LEVEL FFE=8765'± 50' EMERGENCY PULL OFF EMERGENCY PULL OFF LOCATED WITHIN 150-FT MAX. FROM PROPOSED BUILDING SITE 18% GRADE PROPOSED BEYOND EMERGENCY PULL OFF DESIGN OF PROPOSED RESIDENCE PENDING; FOR ILLUSTRATIVE PURPOSES ONLY 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 30 OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 18032JOB NO. DATE: 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 DESIGNED BY DRAWN BY CHECKED BY DATE REVISION DRAWING NO. TITLE G:\2018\18032\CIVIL\CIVIL DWGS\DE\18032-DRIVEWAYS OPTION C.DWG - Mar 20, 2019 - 3:23pmPARCEL CDRIVEWAY PLAN & PROFILE STUDYPITKIN COUNTY, COLORADOOPTION C DRIVEWAY TO PARCEL C ALIGNMENT & PROFILE LEGEND PROPERTY LINE SETBACK LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING EDGE OF GRAVEL ROAD PROPOSED GRAVEL 1.EXISTING CONTOURS ARE AT 2' INTERVAL AND ARE PER PITKIN COUNTY AERIAL TOPOGRAPHY. 2.PROPOSED CONTOURS ARE AT 2' INTERVAL 3.2:1 MAXIMUM CUT/FILL SLOPES USED FOR ANALYSIS, EXCEPT WHERE NOTED. 4.DRIVEWAY DESIGN IS 16' MINIMUM WIDTH AND 12% MAXIMUM GRADE. 6.LOCATION OF PROPOSED CULVERTS TO BE FINALIZED. 7.ALL DRIVEWAY PLATFORMS ARE 16' WIDE. NOTES PROPOSED AREA OF DISTURBANCE = 27,010 SQ.FT. TOTAL CUT = 2,980 C.Y. TOTAL FILL = 1,445 C.Y. NET CUT = 1,535 C.Y. * THESE ARE STRAIGHT EARTHWORK CALCULATIONS FROM EXISTING GRADE TO PROPOSED CONCEPTUAL FINAL GRADE. DOES NOT ACCOUNT FOR INTERSECTION GRADING, GRADING ASSOCIATED WITH CULVERT INSTALLATION, ANY TOPSOIL REMOVAL, REQUIRED IMPORT MATERIAL, ON-SITE SUITABLE FILL MATERIAL OR COMPACTION. DRIVEWAY TO PARCEL C EARTHWORK ESTIMATE 03-20-19 SHEET 10 OF 10 PRELIMINARY DESIGN - NOT FOR CONSTRUCTION March 20, 2019 Tim Semrau 525 E. Main Street Ste. 10213406 Aspen, CO 81611 RE: Hideout, Parcel C & 828 Driveway Analysis Options SE Proposal #18032 Dear Mr. Semrau, Per your request Sopris Engineering, LLC (SE) has evaluated several options as it relates to a shared access, off of Conundrum Creek Road, to serve the Hideout Parcel, Parcel C and 828 Conundrum Creek Road properties. This letter summarizes the Pros and Cons for each option as it relates to cut/fill, sight fines, tree removal, safety and overall disturbances, Each Option described below considers reclamation of the existing driveway serving 828 Conundrum Creek Road to include filling and re -vegetation. The improvements will also provide a single point of access off of Conundrum Creek Road that will serve each of the properties. Supporting exhibits are provided as an attachment to this letter for referencing purposes. Option A considers a new driveway off of Conundrum Creek Road approximately 300 -ft down gradient from the existing 828 driveway. The Pros associated with this option Include: o A safer driveway intersection off of Conundrum Creek Road. The current access to 828 requires emergency vehicles and property owners to travel the less than desirable section of Conundrum Creek Road; o Improved sight lines; o Aerial imagery suggests that this location and proposed alignment will result in less removal of frees than the other options; o This option results in the least amount of lineal footage of driveway required to access each of the lots which translates to the least amount of overall disturbance; The Cons associated with this option includes: ❑ The amount of cut (max. 15 -ft+/-) is greater than the other options; however it should be noted that the amount of cut could be reduced by a few feet if a variance is granted by the County, as it relates to minimum allowable slopes at an intersection with a County Road, and/or incorporating short boulder walls into the design at the cut location; ❑ This option also generates the most export as compared to the other two options outlined below; however this will be further evaluated as the design progresses to determine if there are options that might help reduce the amount of export; Option B considers a new driveway off of Conundrum Creek Road approximately 170 -ft down gradient from the existing 828 driveway. This option was presented within the Activity Envelope Application submitted for the Hideout Parcel in August of 2018. The Pros include: ❑ The least amount of exported material than the other options; o The proposed location of the intersection also coincides with the flattest grades along Conundrum Creek Road as it borders the subject properties. The Cons include: ❑ This option also requires a fairly significant cut (12 -ft+/-) at the intersection with Conundrum Creek Road. Again, the amount of cut could be reduced by a few feet if a variance is granted by the County, as it relates to minimum allowable slopes at an intersection with a County Road, and/or incorporating short boulder walls into the design; ❑ number of trees that will need to be removed is far greater than what is contemplated under Option A; o This option provides the feast desirable sight lines as compared to the other options; particularly looking back towards the west. 502 Main Street • Suite A3 •Carbondale, C081623 • (970) 704-03 1 1 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLC civil consultants Conundrum Creek shared Driveway- 5E Job #18032 Page 2 Option C considers utilizing the existing point of intersection that is currently serving 828 Conundrum Creek Road. The Pros include: o The least amount of cut as compared to the other options; The Cons include: o A tight radius at the intersection would be required which does not comply with minimum centerline radii of 50-11; however turning movement studies indicate that an Aspen l=ire Pumper Fire Truck could make the tum; o This option also requires a considerable amount of tree removal; o This option still requires emergency vehicles and residences of the subject properties to negotiate the narrow and steep section of Conundrum Creek Road; In summary, and based on our evaluation of the options presented herein, Option A provides the safest location for a shared intersection along Conundrum Creek Road. It eliminates the need for emergency vehicles and commuters from traveling the narrow and steep section of Conundrum Creek Road which recently, given the additional traffic due to the avalanche further up the road, has proven to be a challenging section of road. Furthermore, it provides the best sight lines and will result in the least amount of overall disturbance to include tree removal. This option does generate the most amount of excess material as compared to the other options based on our conceptual designs however this can be further evaluated as the design progresses to determine if material can be burned onsite or reduced with refinements to the proposed alignment. Please don't hesitate contacting our office with any questions. Sincerely, SOPRIS ENGINEERING, LLC Jesse K. Swann, PE Project Manager Enck Driveway Analysis Exhibit 502 Main Street • Suite A3 • Carbo ndale, C081623 • (970) 70 4-03 1 1 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLC civil consultants - \ '' ` _ — •_ •, :� ,.r;�-�-� - Y v orifi p�p.��uf '��,__ . l f II - I 9� a ■g11 .1 `� _ • ��_ _ M � UPJ"AVT NDRLM U � r � EAATMfeCNIC ES'forATE F- ETA0d5T02-M ¢ v y 0 LU µ- Q b �...e.,b o a � C U 0 Zwlebadlc�wcm. � � 2 j � 0 0 LU Qat a U W H ]- N 7 d Q co ..u.nvo waf m.r�.w J ,m,.. i....... �..�.f.an LU r.o-g.o�.nf d NDTES QPTUNA sn.rnnc wu� DANEWAY r0 M CplI�CkUA, T?tEEK uenT a moFn� ..b SHEAT 2 OF I O . ---- - r. ..� r 7 �. 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Catherine Catherine Christoff, P.E., CFM Planning Engineer Pitkin County Community Development 970-429-2799 - Catherine.christoff@pitkinoounty.com On Tue, May 28, 2019 at 5:44 AM Jesse Swann <jswann@sopriseng.com> wrote: Good morning Catherine, am following up on our conversation regarding our driveway studies for Tim Semrau's parcels off Conundrum Creek Road. As we discussed, our office performed several studies to evaluate potential options for reducing the overall limits of the proposed shared driveway off of Conundrum Creek Road. The attached pdfs illustrate the results of our evaluation and based on the information outlined within it was our recommendation to provide a 2:1 cut in lieu of constructing retaining walls. The overarching reasons for our recommendation are as follows: ■ The amount of disturbance associated with the 2:1 option was not much greater once limits of disturbance for constructing walls was considered; ■ The 2:1 layback slopes improve sun exposure that should help alleviate ice build up; • The 2:1 layback slopes will ease snow plow operations by providing an area for snow storage as opposed to the retaining wall options; ■ Wall heights in some cases exceeds allowable wall heights for driveway improvements; • The 2:1 slopes will provide an opportunity to re -vegetate with native plantings and trees; ■ The 2:1 option reduces the overall tunnel feel of the driveway approach; • Cost of retaining walls was significant; Based on all of these considerations our office recommended the 2:1 slope over the varying retaining wall options. I am more than happy to discuss this further and please don't hesitate reaching out with any questions/concerns. Best, Jesse K. Swann, P.E. Project Manager/Principal Sopris Engineering, LLC 970-7440311 ext. 43 May 6, 2019 Suzanne Wolff Community Development Department Pitkin County 130 So. Galena St. Aspen, Colorado 81611 RE: Driveway Design Addendum Hideout and Parcel C Activity Envelopes and Lot Line Adjustment Hideout Parcel ID: 2911.023.00.020 Parcel C Parcel ID: 2911.023.00.021 Ms. Wolff: Please accept this addendum to our application. Pursuant to our site visit, follow-up design work showing three driveway layouts, and staff's direction, we are providing an amended driveway design and activity envelope for the Hideout Parcel. The lot line adjustment and activity envelope for Parcel C remains unchanged. The driveway proposed was "option A" in our previous conversation. This is the lowest along Conundrum Creek Road and preferred by County staff. (See email exchange with Tami Kochen.) We explored installing a boulder wall or other retaining structure and feel these options create more of a visual impact with minimal change to the area of disturbance. Please let us know if we can answer questions or address any other item that comes up during your review. Kind Regards, Chris Bendon, AICD BendonAdams LLC Attachments: 1— Email from Tam Kochen 2 — Driveway options map — March 20, 2019 3 — Revised Driveway Design — May 3, 2019 4 — Revised Hideout A/E Map — May 3, 2019 300 S❑ SPRING ST 1 202 1 ASPEN. Co 81611 970.925.2855 I BENDONADAMS.CQM From: Tami Kochen Exhibit 1 To. Chris Bendon Subject: Hideout at Conundrum LLC Date: Thursday, April 04, 2019 2:01:04 PM Hi Chris, Yesterday I met with Catherine and had a phone conference with Parker about the driveway analysis options for the Hideout at Conundrum LLC application. While we believe "Option C" is favorable for a variety of reasons, "Option A" provides the best access for emergency vehicles to the 3 parcels. So to move forward with the review for the application, please provide updated information for the application associated with utilizing driveway "Option A". It was mentioned in the letter that the final design of 'option A" could potentially utilize rock retaining walls and other design tools to lessen the visual impacts and the area of disturbance. Please have the engineer pursue a final design of "Option A" that will create the least visual impact as viewed from Conundrum Creek Road and will the minimum amount of disturbance possible. Thanks, 'rami Kochen 1.1•.1.11 AV 911+{ Pitkin County Community Development Planner 970.920.5359- tam i.kochenapitkincounty.corn I CPR /y • I-E'FOldpT i vr. �• -r„sib• { • �,� , - 4r� * F - ti Y - ♦ SBYNU EYEYEWAY &TLUe- EARnIWC tlf ESTIMATE SUWKkRy •��o'"+w�'�'wa.��o..o.�1Oaw'w`wna.uxraavnE�a+.e.e®mxx�nw nwoFaE we be.uown.e. no.e+..aE.me.,wn.nrr. w wFe.t wca•.n+w Exhibit 3 E)HBJTWRN RERLALLWAGE SHEET I OF 4 PNTICSWE F.nni SBYNU EYEYEWAY &TLUe- EARnIWC tlf ESTIMATE SUWKkRy •��o'"+w�'�'wa.��o..o.�1Oaw'w`wna.uxraavnE�a+.e.e®mxx�nw nwoFaE we be.uown.e. no.e+..aE.me.,wn.nrr. w wFe.t wca•.n+w Exhibit 3 E)HBJTWRN RERLALLWAGE SHEET I OF 4 muvaeo a =--,e EARTW40W EMOTE FOR RECLA AY runvm ruluNGaen..,,a DRr"wmxin b�R ort Icv D"WAy Tome cawur+oavu EARiF -1E STA G.FJ TO S�L+4 NOTES . el[nNulwwp.olkYa.m�plo®rlu�m MYa11 1w.V1Yn �w.aHc u_.0 SHEET 2OFs fr- pfcyEwAT A]FtlDEdli A,tHCE[ EGw EP7E nanwoYu.d O+�� xi]Y qn lr iNE HIDE" s r.davn uNaeao-... 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RECLAIMED & REVEGETATED EXISTING DRIVEWAY r -- NEW TREES w ePr+�o�Fx awy w ie•m � r bfKGLP6GMgiO�WW®iPlNS6 F11tlAiCH R 4IX.11L7W. iFH5f0 E�iPNEPI.�A lN4�6'Ll1BRE Rfi+iiFkp�9Lli Luf r August 20, 2019 Tami Kochen Community Development Department Pitkin County 130 So. Galena St. Aspen, Colorado 81612 RE: Addendum Hideout and Parcel C Activity Envelopes and Lot Line Adjustment #tbd Conundrum Creek Road Hideout Parcel ID: 2911.023.00.020 Parcel C Parcel ID: 2911.023.00.021 Ms. Kochen: Please accept this addendum information regarding the Hideout and Parcel C properties owned by Tim and Heidi 5emrau. The application is for a lot line adjustment and establishment of activity envelopes for the two adjacent properties along Conundrum Creek Road. The "Hideout" property is located just east of the 828 Conundrum Creek Road property. "Parcel U is located directly south of the 828 parcel. Both properties are vacant and neither has an assigned address. In your review you requested a few additional items Exhibit A.5.1 contains a supplement to Exhibit A.5 and addresses the water courses and drainage. The previous report was unclear on the nature of hydric features of the property due to Snow coverage during the initial site analysis. Mapping of the seep complex is including in the report and is reflected in the revised proposed activity envelope map contained in Exhibit 13.1. A 25 -foot setback from the seep area is reflected. 300 SO SPRING ST 1 202 1 ASPEN. CO 81611 970.925.2855 1 BENDONADAMS.COM A draft lot line adjustment plat is included as Exhibit B.5. This draft plat also includes access easements to Resulting Parcel B (828) and Resulting Parcel C. Parcel C's size creates technical difficulty in maintaining proper separation between the well site and the septic field, both of which must be located on -property. An option of locating the well pad within the far western portion of the lot was explored but would require significant tree removals. Instead, the applicant is proposing a Lot Line .4 Adjustment, between Parcel C and Hideout, to allow the proper on-site separation. Hideout & Parcel C Page 2 .a r� to Parcel C ne Par m C A new access directly to the Hideout parcel from Conundrum Creek Road is proposed. Based on our conversations with you and County staff regarding the location and design of this driveway, a revised plan has been developed. Exhibit B.1 has been revised to include this new design. This exhibit also provides commentary regarding various isolated slope anomalies that occur within the proposed activity envelope. Exhibit A.6 provides information from Aspen Tree Service regarding forest health with commentary relative to recent avalanche tree -fall impacts. Exhibit A.7 provides a planting plan for the new driveway and the current driveway to 828, which is to be abandoned. We believe this addendum appropriately responds to your comments and represents compliance with the County's review criteria. We have included only those documents which are either new or are amended from the 2018 original submission. Please let us know if we can answer questions, provide additional clarity, or address any other item that comes up during your review. We will also happily organize a site visit at your request. Kind Regards, (*e Chris Bendon, AICP BendonAdams LLC 300 SO SPRING ST j 202 1 ASPEN, CO 81611 970.925.2855 1 BENDONADAMS.COM 1' Hideout & Parcel C Page 3 Attachments: New/Amended attachments in Blue A 1. Review Criteria 2. GeoTech Report -- Hideout, Parcel C 3. Avalanche Assessment — Hideout, Parcel C 4. Wildfire Hazard Report — Hideout, Parcel C 5. Ecological Assessment — Hideout, Parcel C 5.1 Ecological Assessment Addendum addressing water courses 6. Forest Condition Assessment 7. Driveway Planting Plan 1. Engineering Report — Hideout a. Overview Map Exhibit b. Proposed Activity Envelope c. Improvement Survey d. Driveway Plan and Profile e. Well Permit 2. Engineering Report — Parcel C B a. Proposed Activity Envelope b. Overview Map Exhibit c. Improvement Survey d. Driveway Pian and Profile e. Well Permit 3. Slope Analysis — Hideout, Parcel C 4. AE/SP Approval — 828 5. Proposed Lot Line Adjustment Plat 1. Agreement to Pay 2. Pre -application Conference Summary C 3. Proof of Ownership — Hideout, Parcel C 4. Authorization Letters — Hideout, Parcel C 5. Vicinity Map 6. List of property owners within 300 feet 300 So SPRING ST 1 202 1 ASPEN. CO 83811 970.925.2855 1 BENDONADAMS.COM 6 ExhibitA.6 8.20.19 Resubmission Forest Condition Assessment 828 Conundrum Creek Road Aspen, Colorado 4% ASPEN TREE SERVICE Est. 1982 Prepared By: Chris Forman & Loren Sorber August 5, 2019 -1545o Hwy 82, Carbondale CQ 8:L6 23 (970) 963-3070 Tim Sem rau commissioned Aspen Tree Service to evaluate the current condition of the native aspen, Engelmann spruce, and subalpine fir stands on is property at 828 Conundrum Creek Road in Aspen, Colorado. The purpose of this report is to provide current information regarding the aspen and spruce/fir stands within the area of focus. The report is intended to be used by the project team as an informative reference to develop a strategy for forest management and development within this ecosystem. Recently (2019), the area experienced a large avalanche that caused a significant change to the surrounding forests south of the property. The avalanche was large enough to reach this property and dramatically increase the exposure of the remaining forest canopy. The remaining aspen stands on the property are mature to over -mature with minimal regeneration occurring within the understory. The mature trees within the aspen stands are failing at ground level as a result of poor trunk taper, various fungal cankers, and increased exposure on a landscape level in the forest to the south and west. The sprucelfir stands on the site are dense and overcrowded, typical of this ecotype when void of natural or manmade disturbances. These stands are overstocked and will likely develop an even aged canopy structure with high fuel loading potential. Thinning of the of the stands will result in a more appropriate stocking level on site. Removal of select trees within the aspen overstory as well as within the sprucelfir overstory is recommended to improve ecological balance to the site while mitigating hazards to people and property. Strategic plantings of locally sourced seedlings and saplings will mimic responses to natural disturbances and help to increase age and size diversity within the stands. This document must be used in its entirety. Please call or email with any questions. Sincerely, Chris Forman Board Certified Master Arborist #RM-2352BM i I Page BACKG-ROUND . Tim Semrau commissioned Aspen Tree Service to evaluate the current condition of the native aspen (Populus tremuloides), spruce (Picea engelmannh), and subalpine fir (Abres lasiocarpa) stands on is property at 828 Conundrum Creek Road in Aspen, Colorado. The stands being assessed are located in close proximity to a newly built home. The owner of this property is seeking to gain more information about these particular stands as they plan for future management strategies. The forested areas discussed in this report have not been actively managed in the recent past, but now that the property has been developed, a management strategy should be adopted. ASSIGNMENT Aspen Tree Service has been asked by Tim Semrau to provide the following services and deliverables: • Evaluate the aspen and sprucelfir stands adjacent to his home for health, vigor, structural stability, and other relevant information pertaining to these groupings of trees and how they should be incorporated into the planning phases for future management of the property. • Create a report deati I ing the tree assessment LIMITS OF THE ASSIGNMENT The assessment was conducted in July of Zoa.g. The assessment was a ground based, noninvasive evaluation with no soil or tissue samples collected. PURPOSE & USE OF REPORT The purpose of this report is to provide current information regarding the aspen and sprucelfir stands within the area of focus. It is intended to be used by the project team as an informative reference to develop a strategy for forest management and development within this ecosystem. SITE DESCRIPTION The property is located at 828 Conundrum Creek Road in Aspen, Colorado. The area of focus is confined to the native aspen and sprucelfir stands adjacent to the new home constructed on the property. The site is on the valley floor along Conundrum Creek with steep slopes surrounding the property to the south, east, and west. Vegetation types on this site are typical of native aspen, spruce, and fir stands within the central Rocky Mountain region. Prior to development of this property, disturbances to the ecosystem were limited as evidenced by current stand densities and agelsize class diversity. Recently (2019), the area experienced a large avalanche that caused a significant change to the surrounding forests south of the property. The avalanche was large enough to reach this property and introduce change to this property and its forest canopy structure. Specifically, in the aspen stands, many trees have blown over on the property due to the lack of damping effects previously provided by forest canopy to the south and southwest. These trees that dampened the wind events were all destroyed by the avalanche. 21 Page s The aspen stands on the property are mature to over -mature with minimal regeneration occurring within the understory. The aspen trees average io-sz inches in diameter at breast height, with heights upwards of 8o feet. Trunk taper is inadequate based upon the height and diameter of these trees, resulting in multiple failuresfrom snow and wind loading. Whole tree failures were witnessed during recent wind events on the site. In addition, Cytospora canker is very prevalent in these stands, causing decline in overall health and structural instability in those trees impacted by this fungal pathogen. Aspen stands depend upon disturbances to regenerate. The recent avalanche has provided that disturbance, and it is anticipated that aspen regeneration will occur. With this said, the existing overstory that remains on site will continue to fail during wind and snow loading events, creating a hazard to the occupants of this site. Removal of hazard trees coupled with the installation of locally sourced aspen seedlings and saplings can bolster the regenerative processes that will occur on the property. Locally sourced trees to be planteditransplanted will ensure the genetics of the stand will remain unchanged. The sprucelfir stands on the site are dense and overcrowded, typical of this ecotype when void of natural or manmade disturbances. Natural disturbances, typically fires from lightning strikes, are part of this ecotype's successional processes. Under normal conditions, these fires would reduce the stand density and ultimately result in age and size class diversity within the stand. Since fire is very unlikely to be a part of the management strategy for these stands now that there is a home on the site, selective removal of trees should be considered. Removals should account for fuel loading on the property, age class and size class diversity, as well as insect and disease control. As with the aspen stands, removal of select trees coupled with the installation of local seedling and sapling spruce and fir can provide the regeneration necessary to accomplish the goals described above. The mature trees within the aspen stands are failing as a result of poor trunk taper, various fungal cankers, and changes on a landscape level (increased exposure) in the forest to the south and west. Natural regeneration is marginal in the aspen stands. The spruce fir stands are overstocked and will likely develop an even aged canopy structure with high fuel loading potential. Now that a home has been built on the site, fuel loading should be managed. Aspen Tree Services recommend removing select aspen trees in the ❑verstory that are hazards to those occupying the property. Selective removal of mature aspen trees should be considered to trigger natural regeneration. Natural regeneration should be bolstered with the installation of locally sourced aspen seedlings and saplings. Aspen Tree Services would also recommend removal of select spruce and fir to accomplish the goals of fuel load reduction, agelsize class diversity, and insect/disease management. 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[[rwr [[[alai[ ip�p a awa,wariwcrw...r�.rwu�o.as nl_rwuc[n..rr�w. omucr dlaan uT.+.rru rr5e r.on:.wti[crnnr[[r.......I' raar[[p1151[r[n.r•n�ur.r[•ifar ..vr [,[aruelaaal r[n, wAsin:wrrnan [a rnrm irK h'aripMgrt ]!nnr[nLd 11Ao eL.nrarre %]%wul.,i r[T+ptiler r[Ps • rrw u51 Sr,?[n[nq,pe �uPr1iC5U[F ��F L v nI _Ml Ml EMME scZEMEM =ME33 u =C'SNF LI:E�®m=mi=3®® mz wF L^iQ'�i.7Ea =C C'�1 EL7C IE® mc3=lF.= m==K= ET7["' ® E7IG't�IGCi ®�;icra F' �s IA{LAIFIRrJQaF uRi ice. W SUOOMISION EXEMPTION LOT UNE ADJUSTMENT PIAT GF: SEMRAU CONUNDRUM CREEK PROPERTIES 8ElNG SITUA1-MOW H. E-0,12, SECTION; TUYYNSFNP 12 SOUrij, RANGE Jia WEST, OF THE SIXiN J I—VOPAL WRVAN COUNTY OF PITOK STATE OF COLORADO, sHFFr s of s iHF vuxfoSFu leaf lfl4lT�f ",I.T* IMWHE LW [air• 1HE tH[�FFae a[coaoFO �SA[[fFSI WIfP WfsW IiVPignfn ffi6lf, IIID RF¢pmn Nv. ClSSi.IsuaaRfwFNxa1[fl. i0ANY5r THE dol wfElEl .E.%F H,pfp 4HElEE Fl1N PM[[�LuiO iQ pl,[t Yq 6A4R FIeY.if I[f[NAffP Ifium'FwsFMFaif 4'sfb'aN HFUFw . �f•rr.. w�ry fsF•srLM fsrl srusrw _ ssrzr Jnr nsr i ' i• r" i� i �..rfsorr :rr - .em wm Ins y.c.us,.O1`i F`"6�° ximerw �� rlelw rl� • of wfr mn a�,esfcu sarrr eei. urr , #! P Ox �a r r •Fa �o u�or, ar�..wo talar": soul SOPRIS ENGINEERING - LLC IwnFrl �i wirFf im D�PF C I 502 MAIN SHEET, SUM A3 CARBONDALE, COLORADO 81623 (9701704-0311 ..... _ .._...._ _.—_�...`__�_—`.r,..,... Exbibjt B.2 Memorandum 8.2 0.19 resubmission To: Chris Bendon, BendonAdams From: Jesse Swann, PE Date: 7-25-19 Re: Parcel C Activity Envelope, Conundrum Creek Road Parcel ID: 291102300021 SE Job #18033 Sopris Engineering has prepared this memo in support of the proposed activity envelope located on Parcel C as illustrated on the attached Exhibit A, Parcel C, as described within Rec. 4641617, is located off of Conundrum Creek Road within Pitkin County. A site plan has not yet been developed and therefore this memo simply outlines our findings as it pertains to the establishment of an activity envelope on the subject property for purposes of access, utilities and drainage infrastructure for future development of a single family residence and delineation of an activity envelope. An Overview Planning Exhibit (Exhibit B) has also been attached for illustrative support of how this parcel will obtain access and utilities with future designs being provided in support of any future Site Plan Application. Existinq Site Conditions The subject property currently consists of approximately 0.291 acres and is located approximately 0.6 miles up Conundrum Creek Road. The parcel is bounded by private land (MW III Aspen, LLC) to the north, the Hideout Parcel to the east and National Forest to the south. A draft copy of the Subdivision Exemption Lot Line Adjustment Plat of Semrau Conundrum Creek Properties is attached as Exhibit C for reference. The parcel is currently vacant however a cabin used to reside on the parcel. This is reflected on Exhibit B where the flatter contours create a bench in the topography which are clearly manmade alterations to the hillside. This flat bench area is the proposed building site for the property. The surrounding grades range from 15%-30% with some steeper grades associated with the manmade cuts required to bench in the previous building site. The existing ground cover is consistent with north facing aspects and contains numerous aspen and evergreen trees. Slope stability is not concern on the subject property based on the previous alterations to historic topography and any future development will integrate site wails and structures as required to to minimize overall disturbance and protect the surrounding hillside. The site falls within Zone X as identified on FEMA FIRM Panel # 08097CO225C. FEMA designates Zone X as being an area outside the 0.2% (500 year storm) annual chance floodplain. A soils investigation has not yet been performed on the subject property, however based on the geotechnical investigation on the neighboring property (828 Conundrum Creek Road) the existing underlying soils are made up of 6 inches of topsoil overlying silty sandy gravel with cobbles and boulders. No free water was encountered during in the borings at the time of drilling nor during the excavation of the residence at 828 Conundrum Creek Road (Parcel B), �+ Access An existing access easement exists (Rec. # 616881) through 828 Conundrum Creek's property (Parcel B) and an existing gravel access was identified through the Hideout Parcel (formerly Mathys Parcel) but no legal easement was noted on the survey. The existing gravel driveway does not conform to Pitkin County or Aspen Fire standards and therefore an alternative alignment has been analyzed that contemplates cutting through the neighboring property to the east (Hideout Parcel) as illustrated on Exhibit B and the existing easement through 828 Conundrum Creek Road is being vacated through the Subdivision Exemption Lot Line Adjustment Plat of Semrau Conundrum Creek Properties attached hereto as Exhibit C. The proposed driveway was designed based on Pitkin County GIS topography and supplemental field survey data. This proposed 16 -ft wide driveway has also been designed to provide access to the Hideout Parcel and potentially access to 828 Conundrum Creek Road in the future. Exhibit D.1 illustrates the portion of shared driveway from Conundrum Creek Road to 828 Conundrum Creek Road while Exhibit 0.2 depicts the remaining driveway design up to the subject property. The shared portion of the driveway will terminate at the 2 -way junction with 828 Conundrum Creek Road which will also serve as an emergency vehicle turnaround area and therefore any proposed gates should be set far enough back to accommodate an Aspen Fire pumper fire truck, This junction also includes a 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 SGPRIS ENGINEERING ' LLC civil consultants Parcel C-Activity Envelope August 13, 2019 pullout for emergency vehicles. An additional emergency vehicle turnaround will be required within 150 -ft of the furthest portion of the proposed residence. A conceptual layout and location of this turnaround is illustrated on the attached exhibits and will be evaluated further once a site plan has been developed. It should be noted that the proposed driveway does carry through some isolated areas that exceed 30% slopes. In our opinion these areas are minor natural change in gradients of the surrounding continuous slopes. In addition, the proposed construction of the driveway and associated cut/fill slopes should not cause greater instability or increase the potential for slope failure as compared to existing conditions. utilities Water System A new domestic well permit has been approved and issued for the subject property and is attached hereto as Exhibit E for reference. An existing well on the adjacent property (828 Conundrum Creek Road) has been drilled and tested to a pump rate of 15 gpm, suggesting there is adequate available water in the area to meet the project needs. Initially the proposed well location was set 100-11 from the proposed leach field which was proposed along the east property line, however given the size of the parcel this resulted in the well being located on the steep hillside west of the proposed building site. To avoid unnecessary disturbance, excavation and trucking out of soil the well was sited on the flatter bench near the proposed building site. As a result the leach field was pushed off the subject property and therefore a lot line adjustment is being pursued to accommodate the proposed OWTS as further d iscussed below. An onsite fire suppression system will be required to meet Pitkin County development standards. The new well is anticipated to provide supply for the fire suppression storage system. Preliminary design analysis contemplates a 20,000 gal buried water storage tank for fire suppression feeding a dry hydrant through gravity assistance for Aspen Fire Protection District pumper truck connection. The location of the buried fire storage tank and associated hydrant will be determined in support of the Site Plan Application with final details being provided in support of future Building Permit Application. Onsite Wastewater Treatment System There is no municipal sewer service to the subject property. An onsite wastewater treatment system (OWTS) plan will be prepared that accounts for existing and proposed site constraints in accordance with the current Pitkin County OWTS Regulation 43. The OWES requirements for the site has been conceptually designed based on available soil data and anticipated design flow usage deten-nined by the anticipated number of bedrooms and dwelling space area. As mentioned above, upon initial investigations it was determined that a significant amount of disturbance, of the existing hillside west of the proposed building site, would have to occur to install the domestic well 100 -ft away from the proposed leach field. To avoid disturbing the existing hillside and trucking out of material, a lot line adjustment is being pursued to facilitate the construction of the leach field 100 -ft away from the proposed well site. The leach field will be installed within the expanded parcel created by the proposed lot IIne adjustment as illustrated on Exhibit B. A detailed OWTS design will be provided prior to Site Plan Review and in support of a future Building Permit application. R Electric Holy Cross Energy is the provider of electric service within the area. The existing transformer (5287131) that was recently installed on the neighboring property (828 Conundrum Creek Road) will also serve Parcel C. A 12 -ft utility easement will be dedicated along the western property boundary of 828 Conundrum Creek Rd. An additional 12 -ft utility easement will be dedicated provided on the Hideout Parcel to create a contiguous utility easement from the existing transformer located on 828 Conundrum Creek Road as illustrated on the Subdivision Exemption Lot Line Adjustment Plat of Semrau Conundrum Creek Properties, Final details for utility routing will be provided in support of any future Building Permit Application. Telephone Century Link is the provider of telephone service in the area. The current improvements that are underway at 828 Conundrum Creek Road include the extension of telephone service from an existing pedestal that Iles along the north side of Conundrum Creek Road. A new pedestal will be placed adjacent to the existing transformer recently installed at 828 502 Main Street • Suite A3 • Carbondale, en 81623 • (970) 704-0311 • Fax (970) 704-0313 SUPRIS ENGINEERING • LLC civil consultants 2{Page Parcel C-Activity Envelope August 13, 2019 Conundrum Creek Road. The easements discussed above and provided on Parcel B and the Hideout Parcel will provide legal means of extending a service line to the subject property, Cable Comcast cable service does not extend beyond the Aspen Music School and will not be available to the project. Natural Gas There are no buried natural gas lines that service the property at this time, An onsite buried propane tank is anticipated to utilize gas amenities in the residence and can he designed during Building Permit Submittal, if necessary. Dra_ ingg Historic drainage patterns were reviewed through site visits and analyzing aerial topography. Culverts for the proposed driveway have been placed to continue historic drainage pattems. Site specific drainage mitigation will be further evaluated as the site plan develops. A conceptual plan will be provided in support of a Site Plan Application with final drainage design elements being finalized as part of the Building Permit process, Construction Erosion Control Temporary erosion control will be addressed in the Building Permit submittals. A state stormwater permit for erosion control will be obtained if site disturbance is greater than 1.0 acre. The site will utilize Best Management Practices including silt fence, log wattles, and vehicle tracking for temporary erosion control during construction. Conclusion: Based on our findings outlined above it is our professional opinion that the Activity Envelope being proposed within the Land Use packet is an adequate location from the aspect of emergency services, access, utilities and drainage. Further designs will be pursued in support of any Site Plan Application with final designs being provided at time of building permit. If you have any questions or need any additional information, please call (970) 704-0311. Sincerely, Jesse K. Swann, PE Sopris Engineering, LLC Encl; Exhibit A -Proposed Activity Envelope Exhibit B -Planning Exhibit Exhibit C -Exemption Lot Line Adjustment Plat of Semrau Conundrum Creek Properties Exhibit D -Driveway Plan & Profiles (D.1 -Hideout Parcel & D.2 Parcel C) Exhibit E -Colorado Department of Water Resource Well Permit 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 SOPRIS ENGINEERING 9 LLC civil consultants 3jPage Exhibit A PARCEL C ACTIVITY ENVELOPE A TRACT OF LANG SITUATE VNTHIN THE BOUNDARIES OF HOMESTEAb ENTRY SURVEY NO. 132, IN SECTION 2, TOWNSHIP 11 SOUTH, RANGE 85 WEST OF THE 5th P.M. COUNTY OF PITKIN, STATE OF COLORADO PARCEL C PARCEL IDR 291102x=21 .ulama: — ��K�NRTErau Ll Km EPMu RWI] K{rr[pr, M XIC .W]PFklY [F504Fifpry nr-+rRrMG.+g1 [ rnwul�lfliW�p��R �nMaK fiml.artauaiiewp�i'[gwia'H Maw ..wry r.c wl.wFrA rEtiP�m M1IXIONI a[urauy •i.ILwr w rN! 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LEGM „..•. wcewnrmworwrrexalrwn� NOTES �m.aw .� or,.4.sRen..x..a.cauev.elr �v. ou r�.:a'� w"pem �.w.ou�•a vrno..vwmr. ararRc rcur _OR WWW TO MOEOUT GM,F1J! S PRO I�MRr�� Exhibit E Al • COLORADO Division of Water Resources Department of Natural Resources ORIGINAL PERMIT APPLICANT( HEIDI SEMRAU TIMOTHY SEMRAU PERMIT TO CONSTRUCT A NEW WELL REAPPLICATION (EXPIRED PERMIT) WELL PERMIT NUMBER 309234 - RECEIPT NUMBER 3685315 APPROVED WELL LOCATION Water Division: 5 Water District: 38 Designated Basin: N/A Management district: N/A County: PITKIN Parcel Name: NIA Physical Address: NIA SE 114 SW 1/4 Section 2 Township 11.0 5 Range 85.0 W Sixth P,M_ Well to be constructed on specified tract of land ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS QLAPPROVAL 1) This Well shalt be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in comptiance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37.92-602(3)(b)(II)(A) as the only well on a residential site of 0.29 acre(s) described as that portion of the 5E 114 of the SW 114, Sec. 2, Twp. 11 S, Rng. 85 W, S P.M., Pitkin County, more particularly described on Exhibit A in the well permit file. 4) The use of ground water from this well is limited to ordinary household purposes inside one single family dwelling. The ground water shall not be used for irrigation or other purposes. 5) The pumping rate of this well shall not exceed 15 GPM. 6) The return flow from the use of this weli must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the wet( is located. 7) Pursuant to Rule 6.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as -built welt location on work reports required by Rule 17.1 within 60 days of completion of the well. The measured location must be accurate to 200 feet of the actual location. The location information must include a GPS location .(UTM coordinates) pursuant to the Division of Water Resources' guidelines. NOTE: This permit will expire on the expiration date unless the well is constructed by that date. A Well Construction and Yield Estimate Report (GWS -31) must be submitted to the Division of Water Resources to verify the well has been constructed. An extension of the expiration date may be available. Contact th-e DWR for additional information or refer to the extension request - form (GWS -64) available at: http-//www.water.state.co.us NOTE: Expired permit no. 284617 was previously issued for this lot. NDTE: Parcel Identification Number (PIN): 2911.023-00.021 Date Issued: 5/4/2018 Issued By GEOFFREY DAVIS Expiration Date: 5/4/2020 Printed 05.04.2018 For questions about this permit call 303.866.3581 or go to www.water.state.co.us Page 1 of 1 Exhibit B.I Memorandum 8.20.19 Resubmission To: Chris Bendon, BendonAdams From: Jesse Swann, PE Date: 8.13-19 Re: The Hideout Parcel, Conundrum Creek Road Parcel 1D: 291102300020 SE .lob #18032 Sopris Engineering has prepared this memo in support of the proposed activity envelopes located on The Hideout Parcel, The Hideout Parcel, as described within Rec. #645284 is located along Conundrum Creek Road within Pitkin County. This memo summarizes our findings as it pertains to the establishment of activity envelopes on the subject property for the purposes of access, utilities and drainage for future development of a single family residence as well as access to Parcel C which lies to the southwest and potentially a new access to 828 Conundrum Creek Road as illustrated on the attached Overview Planning Exhibit (Exhibit A). A copy of the proposed Activity Envelope is also attached as Exhibit B for reference. Existing Site Conditions The subject property consists of approximately 7.7 acres and is located approximately 0.6 miles up Conundrum Creek Road. Conundrum Creek Road borders the northern portion of the site but does not follow the platted easement as identified at BK 71 Pg. 85 and BK. 71, Pg, 8 as referenced on the attached draft copy of the Subdivision Exemption Lot Line Adjustment Plat of Semrau Conundrum Creek Properties, Exhibit C. The site lies along the base of a well vegetated north facing hillside with surrounding grades primarily ranging from 15%-30°l0. Steeper grades are found along the north side of the property and correspond with the southern embankment associated with Conundrum Creek Road. There are additional sporadic areas that range between 30%45% where the proposed driveway is proposed however it is our opinion that these areas are minor natural change in gradients of the surrounding continuous slopes and not representative of the overall topography. In addition, the proposed construction of the driveway and associated cutlfill slopes should not cause greater instability or increase the potential for slope failure as comparedtoe ing co�ditiio-U. The site falls within Zone X as identified on FEMA FIRM Panel # 08097CO225C. FEMA designates Zone X as being an area outside the 0.2% (500 year storm) annual chance floodplain. A soils investigation has not yet been performed on the subject property, however based on the geotechnical investigation on the neighboring property (828 Conundrum Creek Road) the existing underlying soils are made up of 6 inches of topsoil overlying silty sandy gravel with cobbles and boulders. No free water was encountered during in the borings at the time of drilling nor during the excavation of the neighboring residence at 828 Conundrum Creek Road. Access The site currently does not have a formal access. There is, however, an existing two track road extending from the neighboring parcel (828 Conundrum Creek Road) that likely served the property. A new driveway alignment has been designed based on Pitkin County GIS topography and supplemental field survey data as illustrated on Exhibit D. It is anticipated that portions of the proposed 16 -ft wide driveway will be shared with Parcel C and potentially 828 Conundrum Creek Road. The shared portion of the driveway will accommodate the ability for an emergency vehicle turnaround and therefore any proposed gates should be set far enough back to accommodate an Aspen Fire pumper fire truck required turning movements. An additional emergency vehicle turnaround will also be required within 150 -ft of the furthest portion of the proposed residence. A conceptual layout and location of this turnaround is illustrated on the attached exhibits and will be evaluated further once a site plan has been developed. Utilities Water System A new domestic well permit has been approved and issued for the subject property and is attached hereto for reference. An existing well on the adjacent property (828 Conundrum Creek Road) has been drilled and tested to a pump rate of 15 gpm suggesting there is adequate available water in the area to meet the project needs. The location of the proposed well will be determined prior to Site Plan Application and the required separation from the proposed leach field will be provided. 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 SGPRIS ENGINEERING ' LLC civil consultants The Hideout Parcel -Activity Envelope August 13, 201 An onsite fire suppression system will be required to meet Pitkin County development standards. The new well is anticipated to provide supply for the fire suppression storage system. Preliminary design analysis contemplates a 20,000 gallon buried water storage tank for fire suppression feeding a dry hydrant through gravity assistance for Aspen Fire Protection District pumper truck connection. The location of the buried fire storage tank and associated hydrant will be determined in support of the Site Plan Application with final details being provided in support of future Building Permit Application. Onsite Wastewater Treatment System There is no municipal sewer service to the subject property. An onsite wastewater treatment system (OWTS) plan will be prepared that accounts for existing and proposed site constraints in accordance with the current Pitkin County OWTS Regulation 43. The CWTS requirements for the site will be designed based on available soil data and design flow usage primarily determined by the number of bedrooms, dwelling space area and any supplemental usage proposed. Exhibit A illustrates the proposed location of the leach field which falls within the proposed Activity Envelope. A detailed OWTS design will be provided prior to Site Plan Review and in support of a future Building Permit application. Electric Holy Cross Energy is the provider of electric service within the area. An existing transformer (528781) was recently installed on the neighboring property (828 Conundrum Creek Road) that can serve both the Hideout and Parcel C. A utility easement will be dedicated on 828 Conundrum Creek property that will follow the existing two track road as illustrated on Exhibit C. This easement will allow the extension of primary or secondary electric service from the existing transformer to the subject property. An activity envelope is proposed to facilitate the extension of utilities through this corridor Telephone Century Link is the provider of telephone service in the area. The current improvements that are underway at 828 Conundrum Creek Road include the extension of telephone service from an existing pedestal that lies along the north side of Conundrum Creek Road. A new pedestal will be placed adjacent to the existing transformer recently installed at 828 Conundrum Creek Road. A service to the subject property will be extended from this pedestal and fall within the proposed utility easement and fallow the same alignment as the electric service described above Cable Comcast cable service does not extend beyond the Aspen Music School and will not be available to the project. Natural Gas There are no buried natural gas lines that service the property at this time. An onsite buried propane tank is anticipated to utilize gas amenities which can be designed during Building Permit Submittal, if necessary. Drainage slim Historic drainage patterns were reviewed through site visits and analyzing aerial topography. Culverts for the proposed driveways have been strategically ,placed to continue historic drainage patterns. A culvert at the connection with Conundrum Creek Road is also proposed. Currently the south side of Conundrum Creek Road does not include a prominent read side ditch nor does there appear to be any significant drainage concerns within the area. However, the proposed driveway access will require some form of a culvert in order to direct runoff from the proposed driveway and Conundrum Creek Road down gradient. Given the existing site constraints and number of existing trees that border the south side of Conundrum Creek Road this culvert will likely consist of a flared end section along the upstream side (west side) of the proposed driveway that will collect flows from the west side of the new driveway cut as well as nuisance runoff that is collected and conveyed within the existing roadside ditch. An inlet is proposed along the east side of the driveway to collect runoff generated from the east cut associated with the proposed driveway. This inlet will connect with the access culvert which will then extend to the east. Since daylighting the culvert will result in a significant amount of cut and potential loss of trees the current plan is to bury the outfall end and connect a shallow inlet. This downstream inlet will allow the majority of flows to be routed to the existing roadside ditch. The captured 502 Main Street • Suite A3 • Carbondale, CC 81623 • (970) 704-0311 • Fax (970) 704-0313 SQPR15 ENGINEERING • LLC civil consultants 2 1 P a g e 40 The Hideout Parcel -Activity Envelope August 13, 2019 runoff that remains within the culverUpipe will slowly percolate into the underlying soils through a series of perforations within the bottom and sides of the inlet. Site specific drainage mitigation will be further evaluated as the site plan develops. A conceptual plan will be provided in support of a Site Plan Application with final drainage design elements being finalized as part of the Building Permit process. Construction Erosion Control Temporary erosion control will be addressed in the Building Permit submittals. A state stormwater permit for erosion control will be obtained if site disturbance is greater than 1.0 acre. The site will utilize Best Management Practices including silt fence, log wattles, and vehicle tracking for temporary erosion control during construction. Conclusion: Based on our findings outlined above it is our professional opinion that the Activity Envelope being proposed within the Land Use packet is an adequate location from the aspect of emergency services, access, utilities and drainage. Further designs will be pursued in support of any Site Plan Application with final designs being provided at time of building permit. If you have any questions or need any additional information, please call (970) 704-0311. Sincerely, Jesse K. Swann, PE Sophs Engineering, LLC Encl: Exhibit A- Overview Planning Exhibit Exhibit B- Activity Envelope Exhibit C- Subdivision Exemption Lot Line Adjustment Plat of Semrau Conundrum Creek Properties Exhibit D -Hideout Parcel Driveway Pian & Profile Exhibit E -hideout Parcel Well Permit 502 Main Street ■ Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax {979} 704-0313 Sopms ENGINEERING ' LLC civil consultants 3 1 P a 9 e Exhibit A I■II■T K.T1 r rf waimTJrrT.7�f7�i.71-.T.T." Exhibit B ` j HIDEOUT AT CONUNDRUM PARCEL ACTIVITY ENVELOPE A TRACT OF LANE] SITUATE WITHIN THE BOUNDARIES OF HOMESTEAD ENTRY SURVEY NO. 112, IN SECTION 2, TOWNSHIP 11 SOUTH, RANGE 65 WEST OF THE r 6th P.M. 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US HIDEOUT AT CONUNDRUM LLC PERMIT TO CONSTRUCT A NEW WELL WELL PERMIT NUMBER 309232 - RECEIPT NUMBER 3685316 APPROVED WELL LOCATION Water Division: 5 Water District: 38 Designated Basin: NIA Management District: NiA County: PITKIN Parcel Name: N/A Physical Address: NIA Section 2 Township 11.0 S Range 85.0 W Sixth P.M. Well lo be constructed on specified tract of land ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPRQVAL 1 ] This welt shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shalt be in compliance with the Water Well Construction Rules 2 CCR 402.2, unless approval of a variance has been granted by the State Board of Examiners of water Welt Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92.602(3)(b)(11)(A) as the only welt on a residential site of 7.94 acre(s) described as that portion of the SE 114 of the SW 114, the SW 114 of the SE 114, the NE 114 of the SW 114 and the NW 114 of the SE 114, Sec. 2, Twp. 11 S, Rng. 85 W, S P.M., Pitkin County, more particularly described on Exhibit A in the well permit file. 4) The use of ground water from this well is Limited to ordinary household purposes inside one single family dwelling. The ground water shalt not be used for irrigation or other purposes. 5] The pumping rate of this well shall not exceed 15 GPM. 6) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the welt is located. 7) Pursuant to Rule 6.2.3 of the Water Well Construction Rules, the welt construction contractor shall submit the as -built well location on work reports required by Rule 17.1 within 60 days of completion of the well. The measured location must be accurate to 200 feet of the actual Location. The location information must include a GPS location (UTM coordinates) pursuant to the Division of Water Resources' guidelines. NOTE: This permit will expire on the expiration date unless the well is constructed by that date. A Welt Construction and Yield Estimate Report (GWS -31) must be submitted to the Division of Water Resources to verify the well has been constructed. An extension of the expiration date may be available. Contact the DWR for additional information or refer to the extension request form (GWS -64) available at: http://www.water.state.Co.us NOTE: This parcel. is located in the SE 114 of the SW 1/4, the SW 114 of the SE 114, the NE 114 of the SW 114 and the NW 114 of the SE 114, Sec, 2, Twp. 11 S, Rng. 85 W, S P.M.. The well may be constructed anywhere on the parcel. NOTE: Parcel Identification Number (PIN): 2911-423-00-020 Issued f L�Il1yy GEOFFREY DAVIS Date Issued: 5/4/2018 Expiration Date: 5/4/2020 Printed 65.04.2018 For questions about this permit call 303.866.3581 or go to www. water. state. co. us Page 1 of 1 SGM www.sgrn-inc.com Exhibit A5.1 August 12, 2019 Chris Bendon, MCP 8.29.19 BendonAdams Resubmission 300 South Spring St., #202 Aspen, CO 81611 ch ris@ be n do n ad a ms. co m. co m Re: Wetland & Waters Review of The Hideout at Conundrum Property (Parcel 291102300020) Dear Chris, This report supplements the MountainWest, LLC ecological conditions report for this parcel from April 12, 2018 with regards to the assessment of Water Courses and Drainage - §7-20-30 and River/Stream Corridors & Wetlands - §7-20-80 of the Pitkin County Land Use Code. The MountainWest report stated that a complete investigation of wetlands or other hydric features was not finalized at that time due to winter conditions. Description of Hydric Features An initial site visit occurred on July 19, 2019 to map and document the conditions of the seep complex on the parcel. A second site visit occurred on August 8, 2019 to map and document changes to the seep complex after it was returned to the historic flow path and the diversion features installed by previous land users were abandoned. July 22, 2019 Site Visit The seep complex starts south and up -gradient of the parcel on National Forest lands and flows down onto the parcel in a relatively constrained channel. Where the channel enters the parcel, it supports a small stream bed and banks, and well-established wetland vegetation for approximately 20 feet. These wetlands are dominated by perennial emergent wetland vegetation. At the time of the investigation, there was approximately 1 -inch of water within the 1.5 -foot wide channel. Soils were saturated around the wetlands, but quickly dried out outside of the defined channel. Approximately 60 feet north of the USFS boundary (in the parcel), the flow of water leaves the original/historic channel apparently by actions from previous land users, as evidenced by a line of rocks placed in the channel to divert flows, and a deviation of the water flow from the natural topography of the site (see Appendix I Photo Log). Water appears to have been diverted more to the west, closer to an abandoned (and removed) cabin site. At the channel diversion location, the density and cover of wetland vegetation becomes lower, likely as the water flows have not been in the "altered channel" for a long - enough period to allow for full establishment of wetland vegetation. A USACE wetland determination data form was installed in the "altered channel" to determine if the new channel supported jurisdictional wetlands (see discussion below, and Appendix II Wetland Determination Data Form). Approximately 54 -feet from where the flows were diverted, there is a small wooden diversion box in the altered channel for capturing and diverting flows (see Appendix 1). The wooden spring box is no longer functioning, and surface waters continue through the site. Another 94 -feet down the altered channel, there is another concrete spring box in the channel for capturing and diverting flows. This concrete spring box is GLENWOOD SPRINGS 118 West Sixth St, Suite 200 1 Glenwood Springs, CO 81601 970.945.1004 4 Wetlond Assessment August 11., 20I9 still somewhat functional but piping from the box has been disconnected and waters continue to flow down - gradient through the site. Another 188 -feet down gradient, the water flow disappears into the substrate, and there is no discernable channel, wetlands, orother features that would define the area as a stream or other hydric feature. Because the seep flows do not have a significant nexus to a dawn -gradient creek, stream, or other hydric feature, the waters in the altered channel and any adjacent wetlands are considered non -jurisdictional wetlands and are not regulated under section 404 of the Clean Water Act. The seep complex, waters and associated wetlands would be considered "isolated". August 8, 2019 Site Visit A second site visit to the location was conducted on August 8, 2019. This site visit confirmed the return of the seep to the original historic path after the removal of the previous land user's diversion features. The seep now disappears into the substrate approximately 20 -feet below the wooden box spring along the altered channel and the seep path disappears into the substrate approximately 35 feet down the historic channel. The "altered channel" still displays ❑HWM indicators along its entire length, but surface waters end shortly below the wood spring box, and at a much -reduced rate to that seen on the July 22, 2019 visit. The concrete spring box along the "altered channel" channel no longer collects and stores water, as the seep does not reach that far down gradient given the flows diversion back into the historic channel. Results of Wetland Delineation on July 22, 2019 As part of this investigation, potential wetlands were delineated by U.S. Army Corps of Engineers' (IJSACE) Routine Determination Method set forth in the USACE Wetland Delineation Manual (USACE 1987); the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (USACE 2010); and the guidance document "Information Needed for Jurisdictional Determinations - US Army Corps of Engineers". A Wetland Delineation Data Point ("data point") was installed just down -gradient of the second concrete spring box. Even though it has been determined that the wetlands and waters of this site are non -jurisdictional, a wetland delineation fol lowing USACE standards was nevertheless followed to provide a repeatable and comprehensive investigation. Vegetation: The altered channel site is dominated by subal in it tA61es.lcrsiocacpa !ACU], aspen (Povulus tremuloides FACU), twinberry (Conicera involucrata FAC), green -flowered wintergreen (Pyrolo chlorantho FAC), dandelion (Taraxacum officinole FACU), and cow parsnip (Herocleum maximum FAC). As these species are mostly FACU (facultative -upland) and FAC (facultative) wetland plant species, the site does not meet the vegetation requirements for hydric species dominance. Soils. Soils are dominated by Maroon Formation glacial till, with clay and sandy clay textures. The red parent material makes detection of possible redoximorphic features very difficult. Soils failed to support hydric soil indicators. Hydrology. The site supported surface flow (in the altered channel), and saturation to adjacent soils; the wetland hydrology indicator was met far this site. In summary, the site failed to meet hydrophytic vegetation anti hydric soils indicators, but the site dict meet the wetland hydrology indicator. The fringe areas alonp, the altered channel did not meet the requirements for wetlands. 5GM 2 Wetland Assessment Development Standard Review The following presents a comparative review of the site with Land Use Code guidance. 7-20-80: Riparian and Wetland Areas and Buffers a) Riparian and Wetland Areas and Buffers 1] Protected Features The parcel does not support a "blue line" perennial stream. August 12, 2019 The seep channel is likely intermittent and ephemeral (flows during the spring and after intense rain events). The altered channel has been re-routed from its historic course, and thus may be considered somewhat altered (such as a water feature). While isolated, the channel does not support a natural wetland or riparian area. 2) Minimum Setbacks As the channel does not support a USACE-defined wetland, is isolated, has been modified to flow further to the west and outside of the original channel, and ends near the proposed building site, a 25 -foot setback is more than sufficient to protect water quality from degradation, erosion or a reduction in the quality of hydric feature pursuant to standards in Section 7-20-80[4]. The channel is up-slope of potential development, and there is no risk of impact to the channel and its waters from stormwater discharge, erosion, or other ecological impacts. As the channel is slowly establishing native plant communities suitable to the area, re -aligning or putting flows back into the native channels would not provide any meaningful ecological benefit. Moving the proposed development further away from the channel would result in additional removal of trees, increased risk of wildfire hazards, and would impact more wildlife habitats. Based on our assessment of the hydric feature, it is our recommendation that no more than a 25 -foot setback should be required, and development of the proposed activity envelope would have no meaningful or measurable impact on the isolated, intermittent and ephemeral drainage feature. Further, flows have been returned to the historic flow channel, and it can be assumed that wetland characteristics will slowly become established in the historic channel. Please feel free to call or email if you have any questions or comments. I can be reached at (970) 384-9017 or at ericp@sgm-inc.com. Best regards, Eric Petterson Senior Ecologist Environmental Team Lead SG M l • ^ " v� RIB- THE HIDEOUT AT CONUNDRUM '� s `t .. . �+r • '� F 10 .'.Ll LAND & WATf S ASST'.-•.•: ".• t spqt -$ i1 #' l ❑p-1 t �w PP -4 _ A7lered rhanne! •� _ r- fCancrete A �.; T�G - s (Mapped 7/22/2[7731 ti ,Tr � yF' : Fnnf ofaltered h ' - 77 SNpWM IrAGF J channel seep AP -3 (Mapped 8/8/2074) j (Wood Rax] ! - • .@ x .x ; j S1 • + e � s ArteredCharrne!� �4�m ".�� 8I8/Zp 141 � • __ _ End of hislorie seep �._� 0.003 acre _ _ / 40 — Gapped 8/8120791. Diversion location Historic seep charmer (of the new-a7lNred Channel; —.�i�_ *� r !Mapped BJ8/2019] ,, Y and the historic seep path " JJ + f• • � `�:. ._ ��!! Pit Wetlands 0 004 jcfe III, WF _ t .�+ J 1 zz n� _ T �� • �� WOW _ Wetland Assessment Appendix I — photo Log SGM August 12, 2019 JJJ �a ,�y •ti. s h d IL lbk I ^� ' � r C Jrljf. - • . indicators of flow below this {q{q poinI, ' V its � .�R� C ^4 •� '�� Tr Fhoto '.int +yawi- NN �?,.�¢`� -' � , . 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' .�� r , ' ..: �� + L• it doe r._,4,� A rr r- 'lam. r Wetland Assessment Appendix II — Wetland Delineation Data Form SGM August 12, 2019 WETLAND DETERMINATION DATA FORM - Western Mountains, Valleys, and Coast Region Project/Site: Hideout Conundrum/See Area City/County: Pitkin Sampling Date -Jul 19, 2019 Applicant/❑wner:gendonAdamslTlie Hideout at Conundrum Property, LLC State:CG Sampling Point:DP-1 Investigator(s):Eric Petterson Section, Township, Range: S2, T11S, R 8 5 W Landform (hillslope, terrace, etc.): hillslope Local relief (concave, convex, none):Convex Slope (°,%):8 Subregion (LRR): Lat:39.121804 Long: 106.854047 Datum: NAD 83 Soil Map Unit Name: Handran-Gateview families complex, 5 to 40 percent slopes NVIII classification: None Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes (a" No (If no, explain in Remarks.) Are Vegetation❑ Soil ❑ or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? Yes r No (, Are Vegetation❑ Soil ❑ or Hydrology ❑ naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes C No (i Hydric Soil Present? Yes C No t: Is the Sampled Area Wetland Hydrology Present? Yes (* No {, within a Wetland? Yes C No is Remarks: Data point is in "new channel" of diverted stream. VEGETATION - Use scientific names of plants Absolute Dominant Indicator Tree Stratum Plot size:4m % Cover _Species? Status 1 lAbies lasiocar a 27 Yes I-ACti 2. Po uhrs Ir'emuloides 8 No FACU 3. 4, Total Cover: 35% Sa lin (Shrub Stratum Plot size: 4m 1,Abies losiocal-a 12 Yes 2. 3, 4. 5. Total Cover: 12% Herb Stratum Plot size: 2m 1 • Lonicel-a involucrara 30 Yes FAC 2•Alaianlhemrrnr slellahim 13 Yes rnC 3-Pyr01tr chloraniha 20 Yes FACU 4. 7araxacrrm orcinale 10 No FACU 5 Afoss 10 Yes Not Lisled 6- Ileraclerrm maximum 13 Yes FAC 7- x 5 = 50 Column Totals 8. (A) 526 (B) Total Cover: 96% Woody Vine Stratum Plot sizer~ 1- 2. Total Cover: % % Bare Ground in Herb Stratum: Remarks: Dominance Test worksheet: Number of Dominant Species That Are QBL, FACW, or FAC: 3 (A) Total Number of Dominant Species Across All Strata: 7 (B) Percent of Dominant Species That Are DBL, FACW, or FAC: 42.9 % (AIB) Prevalence Index worksheet: Total % Cover of: Multiply by: PBL species x 'I = 0 FACW species x 2 = 0 FAC species 56 x 3 = 168 FACU species 77 x4= 348 UPL species 10 x 5 = 50 Column Totals 143 (A) 526 (B) Prevalence Index = BIA = 3.68 Hydrophytic vegetation inoicators: Dominance Test is X50% tr Prevalence Index is s3.0' ❑ Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) ❑ Wetland Non -Vascular Plants' ❑ Problematic Hydrophytic Vegetation (Explain) 'Indicators of hydric soil and wetland hydrology must be present. Hydrophytic Vegetation Present? Yes C No (a- Corps a Corps of Engineers Western Mountains, Valleys, and Coast - Version 2.0 SOIL Sampling Point: DP -1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of Indicators.) Depth Matrix Redox Features (inches) Calor moist % _Color (moist) % Type' Loc' Texture Remarks 0-4 1 OR 2-5/1 100 Clay loam R-12 1 OR 416 100 Sandy clay ❑ High Water Table (A2) 1, 2,4A and 4B) 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS= Covered or Coated Sand Grains Location: PL=Pore Lining, M=Matrix- Soil Textures: Clay, Silty Clay, Sandy Clay. Loam, Sandy Clay Loam, Sandy Loam, Clay Loam, Silty Clay Loam, Silt Loam, Silt. Loamy Sand, Sand. Hydric Solt Indicators: (Applicable to all LRRs, unless ❑ Water Marks (B1) otherwise noted.) Indicators for Problematic Hydric, Soils' ❑ Histosol (Al) ❑ Sandy Redox (S5) ❑ 2 cm Muck (Al 0) ❑ Histic Epipedon (A2) ❑ Stripped Matrix (S6) Red Parent Material (TF2) ❑ Black Histic (A3) ❑ Loamy Mucky Mineral (F1) (except MLRA 1) ❑ Very Shallow Dark Surface (TF12) ❑ Hydrogen Sulfide (A4) ❑ Frost -Heave Hummocks (D7) Loamy Gleyed Matrix (F2) ❑ Other (Explain in Remarks) ❑ Depleted Below Dark Surface (A11) ❑ Depleted Matrix (F3) Surface Water Present? Yes ❑ Thick Dark Surface (Al2) ❑ Redox Dark Surface (F$) No Depth (inches): ❑ Sandy Mucky Mineral (Si) ❑ Depleted Dark Surface (F7) 3 Indicators of hydrophytic vegetation and ❑ Sandy Gleyed Matrix (S4) ❑ Redox Depressions (F8) wetland hydrology must be present, unless Remarks: disturbed or problematic - Restrictive Layer (if present): Type: Depth (inches): Hydric Soil Present? Yes i No (s Remarks: Parent material is glacial ti I I from Maroon Formation mountains. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one a required: check all that apply) Indigators f2 of r e reguired) ❑ Surface Water (Al) _Seconda[y Water-Slained Leaves (139) (except MLRA ❑ Water -Stained Leaves (Bg) (MLRA 1, 2, ❑ High Water Table (A2) 1, 2,4A and 4B) 4A, and 4B) 0 Saturation (A3) crust B11 Salt Ct ( ) Drainage ❑ Patterns (B10) ❑ Water Marks (B1) ❑ Aquatic Invertebrates (1313) Dry -Season Water Table (02) ❑ Sediment Deposits (B2) ❑ Hydrogen Sulfide Odor (C1) ❑ Saturation Visible on Aerial Imagery (C9) ❑ Drift Deposits (B3) ❑ Oxidized Rhizospheres along Living Roots (C3) ❑ Geomorphic Position (D2) ❑ Algal Mat or Crust (84) ❑ Presence of Reduced Iron (C4) ❑ Shallow Aquitard (D3) ❑ Iron Deposits (B5) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ FAC -Neutral Test (05) ❑ Surface Soil Cracks (86) ❑ Stunted or Stressed Plants (D1) (LRR A) ❑ Raised Ant Mounds (D6) ([RR A) ❑ Inundation Visible on Aerial Imagery (87) ❑ Other (Explain in Remarks) ❑ Frost -Heave Hummocks (D7) ❑ Sparsely Vegetated Concave Surface (B$) Field Observations: Surface Water Present? Yes No (` Depth (incites): Water Table Present? Yes No Depth (inches): Saturation Present? Yes r No (` Depth (inches): 10 (includes ca ilia fringe) Wetland Hydrology Present? Yes (0 No C Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: western Mountains, Valleys, and Coast - Version z_v ` - �.• " � ref .. ice,', � � � , AOilIlk1p frxiry CuuN1r,V (, . - ; - ), Hideout at Conundrum LLC 1 message Tami Kochen <ami,kochen@pitkincounty.com> Tami Kochen <tami.kochen@pitkincounty.com> Thu, Apr 4, 2019 at 2:00 PM To: Chris Bendon <chris@bendonadams.com> Hi Chris, Yesterday I met with Catherine and had a phone conference with Parker about the driveway analysis options for the Hideout at Conundrum LLC application. While we believe "Option C" is favorable for a variety of reasons, "Option A" provides the best access for emergency vehicles to the 3 parcels. 5o to move forward with the review for the application, please provide updated information for the application associated with utilizing driveway "Option A". It was mentioned in the letter that the final design of "option A" could potentially utilize rock retaining walls and other design tools to lessen the visual impacts and the area of disturbance. Please have the engineer pursue a final design of "Option A" that will create the least visual impact as viewed from Conundrum Creek Road and will the minimum amount of disturbance possible. Thanks, Tami Kochen LEEP] AP BD+C Pitkin County Community Development Planner 970.920.5359 - tami.kochen@pitkincounty.com PITKIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT MEMORANDUM To: Ezra Louthis FROM: Catherine Christoff, Planning Engineer Re: Case 066 —18 - Hideout at Conundrum LLC/Semrau Activity Envelope Review, Site Plan Review for Driveway DATE: October 9, 2018 Comments: Need to see the proposed improvements overlaid on the slope analysis, 83. It is unclear how steep slopes will be avoided, especially on Parcel C. Development is prohibited on slopes with a slope gradient of thirty (30) percent or more. As proposed, the shared portion of the driveway will terminate at the 3-wayjunction, which will also serve as an emergency vehicle turnaround area. Therefore, any proposed gates should be set far enough back to accommodate an Aspen Fire pumper fire truck. Applicant shall submit a revegetation and reclamation plan for the eliminated accesses and 2 -track roads on the parcels. After reviewing the application, I propose the following conditions: The applicant shall supply a drainage and erosion control plan and accompanying drainage report demonstrating that historical flow patterns and runoff amounts will be maintained. If the development disturbs one acre or more, a Colorado Department of Public Health and Environment permit for stormwater discharges associated with construction activities shall be applied for and obtained prior to issuance of a building permit. The applicant shall provide adequate engineering of any retaining walls over four (4) feet in height and/or any improvements to walls over four (4) feet in height. All retaining walls shall be a maximum of seven (7) feet tall. • The applicant shall submit an Access Permit for the proposed new and/or improved access. The application shall include: ■ Compliance with the current Road Maintenance and Management Plan, • Engineering of all bridges and/or culvert crossings, • Compliance with all requirements of the Fire Department, and • Details on all turn arounds and parking locations. iAc;omdevlengineeringlplanning caseslcomplete12018.10.12 hideout at conundrum ilesemraulconundrum IIc-semrau memo cehristoff.docx Ex15TINGFERF�EST 3v� ASPENI� Eo ,, _ 4�1 �!. \ �P 15,192 S.F. RE-VEG. ' TING EX 2" —2" IS AaP 21. 2N ; �5�.•." ----- PARCEL B - 828 CONUNDRUM CREEK RD. SEMRAU, TIMOTHY & HEIDI REC# 641616 i HIDEOUT PARCEL REG# 645284 7.(o ACRES EED MIX �' fAA]' WFbrEW M1dNE EfD WL.]L65N0005F- 39}M(M'fdN&tlh4 55 x➢oetwuUlT Ss ]n Txcw5arwlEArccdss W$EUEwuDevE 0$Ip .✓99�GYE ifi urceaw b nWsazvswc NEW LEGEND _____ C011.ON (NAME ,. BOTANICAL NAME w _ QTY SIZE I, DECIDUOUS 6p _ .. "...' )ER,NATIVE RED -BERRIED -- SAMBUCUSPUBENS - - -43 45 --I MCEBERRY, SA5KATOON _ AMALANCHIERALNIFCLIA_ _ J_ -S #5 XODUOUS I (fi I r 'EN, QUAKING ---- __ _[.F'OPULUS TREPM1LgDE5 - - ; .— -505EE PLAk EVERGREEN 0 SUB -ALPINE - ---�ABIES LASIOCARPA S 5EE PLAN :UCE ENGELMAPBJw1 PICEA ENGELMANII _ - _ 17 5EE PLAN EED MIX �' fAA]' WFbrEW M1dNE EfD WL.]L65N0005F- 39}M(M'fdN&tlh4 55 x➢oetwuUlT Ss ]n Txcw5arwlEArccdss W$EUEwuDevE 0$Ip .✓99�GYE ifi urceaw b nWsazvswc NEW TREES c n --- TmA 1 IWEN BMYRrRIM: 3 90 6p Y l0 9' s Eg M B'( IS 30' 1i'p1 s I. I (fi I r TOIdLCLLPFRMGFb TO�RON:m TGWaR5 MgaPM 19T ' I SSEWE I EunaSEwaE.EuawrgwrevEwar ar 21 GRADE CNT GRAZE Al Gf RWTOXL u HILL 51C£ CO+ER EM'Gb® OF ROOTEALL� IIWXTBN.LO"MH ITSE 61N5TSTA-L T1WH SHALL APPLY TO q.L TREE TYPESAW SIZES RANTEDp % .GE 3'.I A. 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TREE, _ DE CIDU OUS — — — __-— -_--- -- __ --- —— — II -- 3—m S EE P--L ASPEN, QUAKING POULUS TRE ULOIDES TREE EVERGREEN e e FIR 5UB-ALPINE A51E5 LASIOCARPA 7 5EE PLA t °o ° '° SPRUCE, ENGELMANN PICEA ENGELMANII 14 5EE PLA-- � AbF wWSEED MIX NEI�J TEES w PRIMARILY EXISTING IV I ° a v 4 I ASPEN GROVE GRASSES - IS 192 S F SPECIES SIZE QTY. _ _ TOTAL INCHES FROM WESTERN NATIVE SEED O SOW P 21-55./1,0005.F. � ASPEN, SINGLE -TRUNK 2" 17 34" 251 MOUNTAIN BROME o 311 12 30 25°b SLENDER WHEATGRA55 4" 1 4" 25% THIGKSPIKE WHEATGRASS ICL 10% BLUE WILDRYE 0 0 101FRINGED 4`b JUNEGRA55 SS 2U� SPRUCE OR FIR 81(2.51) 8 20" 1% THURBER FESCUE 101(3") 5 15" w HIDEOUT PARCEL (4)I 4" w w w w w W w w W. w w rl y W WW w W wwwWw ww ��w m Wr wW wr wWr wi�W w w �W WWwwwr wWw �www�rr ww r�w r a ww W wwwW/l �w% fW � I�IREC#64528 4 7.6AGRES —' 15192 SF. 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THIS INSTSTALLATION SHALL APPLY TO ALL TREE TYPES AND SIZES PLANTED ON SLOPES OF 2:1 AND LESS 2. STABILIZE UPHILL GUT AND LOWER FILL WITH SMALL BOULDERS AS NEEDED. 3. THIS DETAIL REPRESENTATIVE OF LARGEST ROOTBALL (661)') TREE PLANTING (2N_ 51—C)PE W)T Tn ACA L r N N O T_ a Q) 0 O � o (1)U U >; ICL L 0 0 O i 2U� •W W W w ww W w i w w W w w w -wwww wwwwW -. /-- wWWww WwWWwWW - wW.wwwW, wwww W -wW WwW wwWWWW / W Ww�WWW Hwy: W�� WWwwWwyW�WW -/-/, WwwwWw;� wwWW wWw�_� �11 w w w s / wwww w w W �; WwwWwwwWw I wwww wyw �W ,- - W W WW�yw wW�� W w W Ww_ ; wyw www Taw -' /- w/- Wwwy�;W�� - W � 1 wwww wW W?www�w WwwwWwWWW WwWyWw.l WwW W��W IIW 6 y W 1 WZW 'd• W�w 1 � Www W WwW www lWW W( WwIW w WWwV wW �W W w W W w W WW W W `�` waw WWw W w w W P /- wW_�WWWWW.W._W W IwW W-www-� W WWW. W WWWWw -/. � w__WWwW W wwWW ww - w Iw WI / WWwWwwW y.y �'� ".:�� .WWWWWWWWWWiWWWWW - WAir W W W W W W W W w — COMMON NAME SHRUB, DECIDUOUS LEGEND BOTANICAL NAME QTY SIZE TREE, DECIDUOUS -ASPEN, QUAKING - TREE, EVERGREEN - FIR, SUB -ALPINE SPRUCE, ENGELMANN wWwLLWWwWwWwWWWW W WW W w w w w w W W w w w u W e w w W w w w w w w w W W W w W w W SEED MIX ASPEN GROVE GRASSES -11,700 S.F. FROM WESTERN NATIVE SEED SOW P 21—B5.11,000S.F. 25% MOUNTAIN BROME 250b SLENDER WHEATGRASS 25 THICKSPIKE WHEATGRASS 10% BLUE WILDRYE 10% FRINGED BROME 4% ,JUNEGRASS 1 THURBER FESCUE POPULUS TREMULOIDES ABI ES LASIOCARPA PICEA ENGELMANII WWw W WWWWWW w _ _ W • iWWWWWW W:W ' 11,700 5*F. RE-VEG, W ._ W _ w w �, WwWWWwWWW1�WwW yWyw w� �//�WW W C� RECLAIMED & REVEGETATED Ex15TING DRIVEWAY A'W,. 1�, W - WCL; sW w w w ww�2'rwwwW�� - �L� `� `w �w W .✓ -__ W � " _�v w w W W W W W W - \r 11�Y�/I�� y w W W W W W W/ \ w w W W W W w w W W _ � �'//// W W W wI W _ -`' W w`- • - W W��" W wj I�`��iy��w s W W. 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FROM WESTERN NATIVE SEED SOW P 21—B5.11,000S.F. 25% MOUNTAIN BROME 250b SLENDER WHEATGRASS 25 THICKSPIKE WHEATGRASS 10% BLUE WILDRYE 10% FRINGED BROME 4% ,JUNEGRASS 1 THURBER FESCUE POPULUS TREMULOIDES ABI ES LASIOCARPA PICEA ENGELMANII WWw W WWWWWW w _ _ W • iWWWWWW W:W ' 11,700 5*F. RE-VEG, W ._ W _ w w �, WwWWWwWWW1�WwW yWyw w� �//�WW W C� RECLAIMED & REVEGETATED Ex15TING DRIVEWAY A'W,. 1�, W - WCL; sW w w w ww�2'rwwwW�� - �L� `� `w �w W .✓ -__ W � " _�v w w W W W W W W - \r 11�Y�/I�� y w W W W W W W/ \ w w W W W W w w W W _ � �'//// W W W wI W _ -`' W w`- • - W W��" W wj I�`��iy��w s W W. M w �•�W�W W w�.u.. -.7 ii W w W W w w _ _ _ W W . w W W W w w WwW W W W w� _ �_ W w W W W W W W w W wG'. ✓ W w W W W w w�� W w w i / W + W W W _ _ v • W. _ r w a W W W W W _ W .sem W W w //// .`_WWwwW.+_. .'_•W"."_ -.-_-W W . w/// W \\ w w W wWwWwW� wWWW�mwwWr �.,W-�_Ww�;WWW � wwIIWWWWWW'�rW,WW WW w� W W W w ♦ W-—_ -_ w � W w �W . W w��`�;.wW�WWw.WW W w� W w W w��. W Www . �� a �fWWWWyW�„W WW��,�W W W W:WyWwwWWW��::w �C4M _ W W W, W W_wwwWw WWW... WW..��W Wwwwww,W EXISTING GRADE GUT GRADE AT UPHILL SIDE OF ROOTBALL. �,� W W WW-.,WWWwwwWwwwW.W wWW�,wWwWWWwWW.W, w, Ww wwWwWwWWW, w�w.�wWWWWWww, . wWWWwWw, �W.W ,W WWWw. W w♦ w w W w w .y W � FILL DOWNHILL SIDE OF ROOTBALL. COVER EXPOSED ROOTBALL 6” MIN. _ — 1 NOTES 1. THIS INST5TALLATION SHALL APPLY TO ALL TREE TYPES AND SIZES PLANTED ON SLOPES OF 2:1 AND LE55 2. STABILIZE UPHILL CUT AND LOWER FILL WITH SMALL BOULDER5 AS NEEDED. 3. THIS DETAIL REPRESENTATIVE OF LARGEST FOOTBALL (60') TREE PLANTING ON SLOPE NOT TO SCALE 2(o 5EE 2 SEE 3 5EE NEW TREES SPECIES _ _ SIZE _QTY. TOTAL INCHES ASPEN, SINGLE -TRUNK 2" 13 26, 3" 8 24" 4" 4 16" SPRUCE OR FIR 4 10" 10' (31) 1 3" TOTAL CALIPER INCHES TO BE PLANTED TOWARDS MITIGATION: 79" *ADDITIONAL TREES TO BE TRANSPLANTED IF AND AS POSSIBLE DURING NEW DRIVEWAY CUT. d') r N O Ir - Q) m 0 PUBLIC NOTICE NOTICE IS HEREBY GIVEN to the general public that on December 11, 2019, the Pitkin County Community Development Director granted approval to Hideout at Conundrum, LLC and Timothy and Heidi Semrau for a Subdivision Exemption for a Lot Line Adjustment between parcel 291102300020 and parcel 291102300021, and an Activity Envelope and Site Plan Review for parcels 291102300021 and 291102300020 for a new driveway, and an Amendment to the Activity Envelope and Site Plan for parcel 291102300023 to relocate the driveway (Case P066-18; Decision #078-2019). The properties are located off of Conundrum Creek Road, and are legally described as tracts of land lying within the boundaries of HES No. 112, said tract being within Section 2, Township 11 South, Range 85 West of the 6th P.M. The State Parcel Identification Numbers for the properties are 2911-023-00-020, 291102300023, and 2911-023-00-021. This site-specific development plan grants a vested property right pursuant to Title 24, Article 68, Colorado Revised Statutes. S/Cindy Houben Community Development Director Pitkin County, Colorado Published in the Aspen Times Weekly, on DECEMBER 26, 2019. PUBLIC NOTICE RE: Hideout at Conundrum LLC and Semrau Activity Envelope and Site Plan Review, and Subdivision Exemption for a Lot Line Adjustment (Case P066-18) NOTICE IS HEREBY GIVEN that an application has been submitted by Hideout at Conundrum LLC and Tim and Heidi Semrau (720 East Hyman Avenue, Suite 301, Aspen, CO 81611) requesting approval to establish Activity Envelopes on two adjacent parcels (Parcel C and the Hideout Parcel) and to obtain Site Plan Review approval for a driveway to serve both parcels. The properties are located off of Conundrum Creek Road, and are legally described as tracts of land lying within the boundaries of HES No. 112, said tract being within Section 2, Township 11 South, Range 85 West of the 6th P.M. The State Parcel Identification Numbers for the properties are 2911-023-00-020 and 2911-023-00-021. The application is available for public inspection in the Pitkin County Community Development Department, 530 E. Main St., Suite 205, Aspen, CO 81611 or online at https://pitkincounty.com/816/Current-Land-Use-Applications. Comments or objections are due by October 29, 2018. For further information, contact Ezra Louthis at ezra.louthis@pitkincounty.com. Published in the Aspen Times Weekly on September 27, 2018. Attention All Property Owners within 300’ of the subject property A property owner receiving this public notice who wishes to submit comments or an objection shall submit those to the Pitkin County Community Development, 130 South Galena Street, Aspen, Colorado 81611, by October 29, 2018. If any objections to the development application are received the Community Development Department shall continue the application to a public hearing before the Hearing Officer. http://pitkincounty.com/DocumentCenter/View/17168 MISCELLANEOUS DOCUMENTS County of Pitkin ) AFFIDAVIT OF NOTICE & I ss. MAILING PURSUANT TO State of Colorado PITKIN COUNTY LAND USE CODE SECTION 2-20-100 I, Reilly Thimons , being or representing an Applicant to the Pitkin County Development Department, personally certify that I have complied with the public notice requirements pursuant to Section 2-20-100 of the Pitkin County Land Use Regulations in the following manner: By mailing of notice, a copy of which is attached hereto, by first-class, postage prepaid U.S. Mail at least 30 days prior to the public comment deadline to all owners of property within 300' of the subject property, as indicated on the attached list, on September 27, 2018 (which is 30+ days prior to the deadline of October 29, 2018). The names and addresses of the adjacent property owners shall be those on the current tax records of Pitkin County as they appeared no more than 50 days prior to the public comment. 2. By posting a sign in a conspicuous place on the subject property (as it could be seen from the nearest public way) on the October 5, 2018, which is at least fifteen (15) days prior to the public comment deadline. A photograph of the posted sign is attached hereto. Reilly Thimons, BendonAdams For: Semrau Investments LLC Applicant's name (Attach photograph here) T ARA L. NELIQ� P (VOTARY PIW` STATE OF NOTARY "` ' .'` i I7 My Co sik: . .:,ter25,202i Signed before me this—UO day of, 2018 by him I'll,, WITNESS MY HAND AND OFFIC SEAL My ission expires: O m 1 I/i Notary, Public TAM�,• TARA L. NELSON NOTARY PY86 C Notary Public's Signatur STATE OF COLORADO NOTARY 1D #20014030017 My eoplis�al 1 E0, as 5" nber 25, 2021 Mtylp ingladmindecisionWrninformsWfidavit For Activity Envelope/5ile P1 an/Caretake r DweIIing Un R PUBLIC NOTICE RE: Hideout at Conundrum LLC and Semrau Activity Envelope and Site Plan Review, and Subdivision Exemption for a Lot Line Adjustment (Case P066-18) NOTICE IS HERESY GIVEN that an application has been submitted by Hideout at Conundrum LLC and Tim and Heidi Semrau (720 East Hyman Avenue, Suite 301, Aspen, CO 81611) requesting approval to establish Activity Envelopes on two adjacent parcels (Parcel C and the Hideout Parcel) and to obtain Site Plan Review approval for a driveway to serve both parcels. The properties are located off of Conundrum Creek Road, and are legally described as tracts of land lying within the boundaries of HES No. 112, said tract being within Section 2, Township 11 South, Range 85 West of the 6`h P.M. The State Parcel Identification Numbers for the properties are 2911-023-00-020 and 2911-023-00-021. The application is available for public inspection in the Pitkin County Community Development Department, 530 E. Main St., Suite 205, Aspen, CO 81611 or online at https://pitkincounty.com/816/Current-Land-Use-Applications. Comments or objections are due by October 29, 2018. For further information, contact Ezra Louthis at ezra.louthis@pitkincounty.com. Published in the Aspen Times Weekly on September 27, 2018. Attention All ProyeOwners within 300' of the subiect Provertv A property owner receiving this public notice who wishes to submit comments or an objection shall submit those to tate Pitkin County Community Development, 130 South Galena Street, Aspen, Colorado 81611, by October 29, 2018. If any objections to the development application are received the Community Development Department shall continue the application to a public hearing before the Hearing Officer. http:llpitkincounty.com/DocumentCenterNiew/17168 Pitkin County Mailing List of 300 Feet Radius From Parcel: 291102300020 on 0510312018 �i'I'KIN COUNT &11"D*C-\9 Instructions: This document contains a Mailing List formatted to be printed on Avery 5164 Labels. If printing, DO NOT "fit to page" or "shrink oversized pages." This will manipulate the margins such that they no longer line up on the labels sheet. Print actual size. Disclaimer: Pitkin County GIS presents the information and data on this web site as a service to the public. Every effort has been made to ensure that the information and data contained in this electronic system is accurate, but the accuracy may change_ Mineral estate ownership is not included in this mailing list. Pitkin County does not maintain a database of mineral estate owners. Pitkin County GIS makes no warranty or guarantee concerning the completeness, accuracy, or reliability of the content at this site or at other sites to which we link. Assessing accuracy and reliability of information and data is the sole responsibility of the user. The user understands he or she is solely responsible and liable for use, modification, or distribution of any information or data obtained on this web site. http://www.pitkinmapsandmore.com COOKSON LUCY B HIGHLAND RANCH LTD 6969 W YALE #52 PO BOX 1152 DENVER, CO 80227 ASPEN, CO 81612 MW Ili ASPEN LLC SEMRAU TIMOTHY & HEIDI 4171 ESSEN LN #450 720 E HYMAN # 301 BATON ROUGE, LA 70809 ASPEN, CO 81611 CONUNDRUM LLC USDA FOREST SERVICE PO BOX 1251 ASPEN-SOPRIS RANGER DISTRICT ASPEN, CO 81612 626 MAIN ST CARBONDALE, CO 81623 SEMRAU TIMOTHY $ HEIDI 720 E HYMAN # 301 ASPEN, CO 81611 KILLAM PROPERTIES LTD PO BOX 499 LAREDO. TX 78042 r I # f rc- 7q Uk �� I j . All I # f rc- 7q Uk .4 PITKIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT 530 East Main Street, Suite #205 Aspen, Colorado 81611 (970) 920-5526 FAX# (970) 920-5439 September 19, 2018 Chris Bendon 300 South Spring Street, #202 Aspen, CO 81611 chris@bendonadams.com Re: Hideout at Conundrum LLC/Semrau Activity Envelope Review, Site Plan Review for Driveway, Subdivision Exemption for a Lot Line Adjustment (PID #2911-023-00-020 & 2911-023-00-021; Case # P066-18) Dear Bendon: The Planning Office has completed its preliminary review of the captioned application. We have determined that this application is complete. After a more detailed review of the submittal information, additional information specific to the application may be requested in order to adequately review and process the application. The planner in charge of the review will request the information from you directly. 1. Please note that it is your responsibility to mail notice by U.S. Mail to all property owners within 300’ of the subject property with the return address of the Community Development Department (copy of notice will be emailed to you by the Community Development Department) by September 27, 2018. The names and addresses shall be those on the current tax records of Pitkin County as they appeared no more than 60 days prior to the mailing. Please submit the enclosed Affidavit of Notice by Mailing and a photograph of the posted sign as proof of compliance with the Code. A property owner receiving the public notice who wishes to submit comments or objections to the Community Development Department may do so by the 29th day of October, 2018. If any objections to the development application are received by this date, the Community Development Department shall continue the application to a public hearing before the Board of County Commissioners. 2. Please note that it is you responsibility to post a sign in a conspicuous place on the subject property (as it could be seen from the nearest public way) on the 12 day of October, 2018, which is at least fifteen (15) days prior to October 27, 2018. This must be submitted prior to any approvals being granted. If you have questions, please call Ezra Louthis, the planner assigned to your case, at ezra.louthis@pitkincounty.com Sincerely, Bonnie Shiles Administrative Assistant Encl: Affidavit Code Section 2-20-100 PITKIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT 530 East Main Street, Suite #205 Aspen, Colorado 81611 (970) 920-5526 FAX# (970) 920-5439 MEMORANDUM To: Aspen Fire Protection Department County Attorney Planning Engineer Environmental Health Colorado Parks and Wildlife FROM: Ezra Louthis, Community Development Department Ezra.louthis@pitkincounty.com Re: Hideout at Conundrum LLC/Semrau Activity Envelope Review, Site Plan Review for Driveway, Subdivision Exemption for a Lot Line Adjustment (PID 2911-023-00-020 & 2911-023-00-021; Case P066-18) DATE: September 19, 2018 Attached for your review and comments are materials for an application submitted by Hideout at Conundrum LLC and Timothy and Heidi Semrau. The Pitkin County Community Development Director will review the application. Please return your comments to me by Friday, October 12, 2018. http://pitkincounty.com/DocumentCenter/View/17168 If you require a paper copy of this application contact Bonnie Shiles at bonnie.shiles@pitkincounty.com or 920-5109. Thank you. COMMENTS NOT YET RECEIVED COMMENTS NOT YET RECEIVED COMMENTS NOT YET RECEIVED COMMENTS NOT YET RECEIVED COMMENTS NOT YET RECEIVED Permit Receipt Date:Name: Project Address: 8/28/2018 Permit Number Fee Description Amount checkType:# 1295 RECEIPT NUMBER 00044774 0 CONUNDRUM CREEK RD BendonAdams LLC PITKIN COUNTY COMMUNITY DEVELOPMENT 0066.2018.PLAN PP- Flat Fee 696.00 696.00Total: Permit Receipt Date:Name: Project Address: 8/28/2018 Permit Number Fee Description Amount checkType:# 1005 RECEIPT NUMBER 00044775 0 CONUNDRUM CREEK RD The Hideout at Conundrum LLC PITKIN COUNTY COMMUNITY DEVELOPMENT 0066.2018.PLAN PP- Flat Fee 4,179.00 0066.2018.PLAN PP- Public Notice Fee 54.00 0066.2018.PLAN PP- EH&NR Referral Fee 642.00 4,875.00Total: __ - - - ___ - __ _____ _____ ___ - - .- - ___ - - ______ - I --- __ - __ ___ I __ ___ _______ ___ - __ __________ _____ - __ I - - - ____ - ___ _____ ____ ___ __ - - - _____ - ___ ------- ___ __ - - _ ____________ ---------- ___ - , - - __ - - __ ________ - - - __ - I I 11 I ___1 - ___-11 -------- __ . 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I . . . I 11--,"', 1/�/,,� 12�. - X02zlz - , , - lit, if Alp,,,lfl�,fi,g ��-�-.: oei, '4. - �1, �_ ;, '' � 4 ,��i�r�:�.� :,� � �, 5�� , ,� !��`� ,��,� � , � , 1 1�j I ." "! -`�� . _ �t,�,,*�ffl :111, i I- '�,�, " � - ,'�, �,�i qjw�� ... � � . . �, � � "j,�,� - - 4� , - -, - '� ��,iii,,'�,,�..J�-.-'��,�.'�.'-�.'-� . .. .... . i�,�`!,li,,`, - VS � �'i ;ml;�5v.. N 11 � � , _ I L" ,� , , 2 ,-,,�,-',� ��,z,m',, " . , a 110 1'� I , "l, ��,11,:,� I , , 1�1 - _1 �� " ,� � ''o .4� 1 .,��",��f._, . I , 1 m, - R, I ,-,-�n I v� , 41'111 �: I � THENCE NORTH 61019'00" EAST A DISTANCE OF 406.13 FEET TO CORNER NO. 5 OF H.E.S. AND TO DEPICT AND GRANT PRIVATE ACCESS AND UTILITY EASEMENTS AS�SHOWN HEREON ," ,,.,. "�', -1 le I j�q � . VIA' 112, A FOUND STONE MONUMENT IN PLACE; THENCE �, o ,,,, NJ,:� ", ,N.;�z � ,_i,`!,3,,,',', , ,,,,,,.,.��,� ", , . ,� � k , j. - , ��`,' � ,� . . . , � � � I �', - "....- �!� - �,). , : , , , : - E, , , , � , , - ". � � , �� , �. _.. , , ,� .. ... N , _ , : , , - '.. , ", ., ., ., ., ., ., > , Q 'N" �: I , q, U '11", , ,�11�.., ., ; , � , t! ,- e,p,q� . V_ ..�21", " ,... , - , , I � , V e � pz, , �, , " I �, , , "." " Z _� -'�,!��:* . �i� "L.S.. 20133" IN PLACE FROM WHICH I � . I , � -, , " ��,'��1�1511_� , _, Z, Z�, , NORTH 83002'57" EAST A DISTANCE OF 562.15 FEET TO A NO. 5 REBAR WITH PLASTIC CAP STAMPED I I , , , � , �IWM�l �� " I I I I 1 , --- r, " �, � ` �, .:, � I ,`�.,,,g� � '� , ; v,�', � ,� , Tt� ',� ;�: -,, - , I � . , ", I , " - I ". � , ", .. � ��j,�,`�:I� ,., � -,,,,,,`,�,,,, ., � g'' . . , �� mi,'!, . , �k ,. . �, ". .,� � &��,� ." , .� .�,�,,� " , '" t , -11 ,� , ,.'.. 01z'1-..v'i11,1, I - ,11� � � 4.k _ � '' �'111 , ��_'��_�ZUJ' �.""K. .S-k� 1��,�,�,�4�i�,F ,�,I,��.,.,,�� ", 1, V, I nii a �t �,,,-, � V�011 ,�� 1-l' _`,_�- 1:2�*-,�, 1. I - , , I:, I �� -111 � ___, � '02-57" EAST'A DISTANCE OF 508.60 FEET; THENCE NORTH �, ��`�",�,�� Im 'k, A � , CORNER NO. 4 OF SAID H.E.S. 112, A STONE MONUMENT IN PLACE BEARS NORTH 83 / � _�`� I., , p "A'.., , , , " NINW9 � , - 11.11� pms';:.11 ,:"::: �k?Kkl � � _� ," , . / ��k--�i �,�:, ��, _.�'. B 'U'l, - ,,,,,11,11,- 1.11.�,_,, 1,'��,,�.. 'V,�,. , ` - - , , 1, - , , , "' -1 I , " 1� 1_`�' , ,,,.,!' �:, - '_W, _.. ,Z�1,- , 'Mk� ,,��,,� W�A, . � , 1. �::� ". ,., - , I g � " 'N ,, , k �' - , , I �,,��-�-,�:�,�-,,��,��,,.,,��,,�"��,,�-�� I , .., - N". ". ,j I � .- � - .� ,_, . �, �, I , "I �_. � �W,15;11 �� 41" --q� ,,_ ,�,�,��"'�,��,i�r,t�,,,,�,-,"�- _2 I -- - 1� ` I ..,� � ,, �, I - ,'I �/ - , �Iffll "I , �,, , � , �', � �. , A 1?1�i,i�,i�,, - , ,,� fl � -1 I � � , I - , ri I ��7 11-- I I . 1 I . SHEET INDEX , 111-M-1, I. .1 1: . , 0 1 � - � iks ' ��,_-�=$;W'11�1111-111 11 iAl` �� t , , , �- '10��,�',_5, 11� SO ..... . 53054'03" WEST ALONG THE SOUTHWESTERLY LINE OF THE HIGHLANDS RANCH SUBDIVISION RECORDED IN PLAT BOOK 8 AT PAGE 41 A '11,3�1, �� ., ,.- / ... % i , . , � I - i'4 ` - � . , I 5,, , _�_,:: " - , '. ��,,, - , - N ?,..i�,�,",,'t , � 1. 11 ��_,*� - " ,�� ,'� � �� - I �,�, , , I 1.�t� , 1.1, . , , � . " ; - >� : �1� .,., - -.!,: -, i,z�: , , ", " � :1 1. ;;!��::,�. ��l I I � ��_ � � ,,:. . r4 � �,�� - , . DISTANCE OF 677.10 FEET TO A FOUND REBAR IN PLACE; THENCE NORTH 32023'03" WEST ALONG SAID HIGHLANDS RANCH SUBDIVISION - . �,�Z,_'M��, ,.�r*��v� 11,.,,,,� I ,�� I I . m, :� I . � I . I � � �j �* " -1 .., / I , . . - , , -i , m i�� -1 . , ., ,.. 1, V'�,, �Vhqflrwil, 111111i "U:, . .1 ",% - 1 4 � 5�i;i ',;. ;i1i'll". ,.,. i " 41,1,4! I 11 .,�,, I . . . I ��: zf�- -", la 1A, .1 ',_v I . I SHEET I - TITLE, DESCRIPTIONS, CERTIFICATES, APPROVALS, SURVEY NOTES, PLAT NOTES, EXISTING PARCELS AND RECORD EASEMENTS , ii, , V11 ,�l , �. �,�, , � SHEET 2 - TRANSFER PARCELS & RESULTING PARCELS DESCRIPTIONS AND DIMENSIONS J, ,,�'.., ,,,, ,_,' -.'v.3-, ,P; ,'' " , `.,�,,�,;",�� Wf!",;f; 11 BOUNDARY A DISTANCE OF 30.63 FEET TO THE SOUTHEASTERLY CORNER OF A PARCEL OF LAND DESCRIBED IN PLAT BOOK 35 AT PAGE 45; 1 �, � �:, ,". , I ",�''E"WAZ" 0. I A,�NZV, ��,,-`,,�,, i I I m, . I ,�� - I , ,�.11. , , _- _ _ _ I "I ., , �11, r!�:�.,,,,'��.�,'' 1'�,�11. ..,:i.-- , � - v 1�"� \ z'. �, ��:_ � \ ,"'im"" . � '' ��3f. , I.. y /' �, , 7�� '-� "I'll, , 1,1�-:.,�' "ov �� 49,rll� , , , '. "�' 7go � 7 ,_,, 1 ` , , , , , , , , I *T --�% -,,41,1! �1 I : , - `�)`, � *� , -"-' "U'l, : . �: � 10- M_ �, ". , I \ _� , I ,__ , , �_ - " - — . �,��,�g� �� , , , ., �,4, - 11 i! �Ie �11 , 1� , � . , � �:t �, ,,,'��.�� _m .',�� " ,, ,-, ,� � ', ., I I zN11- � �., '�: � i '1-i3A � " i ,,,�,,,,.,,', .. 11 I _ .1 _ ., I , I �� , , "M I 11-11 r . , � P� 3 " . � SHEET 3 - EASEMENTS DEPICTED AND GRANTED BY THIS PLAT I , .� AID,, *,§ � -) I 'Ift'' , , " I , � III. " m-111- , , - 1" � I.. ,� ". 1, 111 , ill, ., � , %, � - _1� �- "'. -,,.,-t,-,_1,1 I . 1, " �* : f I " - -�::�`,X'�,-:m ,,��;,_A, �.��_,_ 11. .1 . k1. - , . __ ___, - q�!, �� , � - , � �_'_ I " , � "", j 1� , mm_ I - , ,-4,� , . , ,.' ", " � _� , , �, - � > 114 4 � "'. 6A�� ,,' - , .,� , � , " , � � ; -N, Q. 2- I '' " �1"x 1, * IX111'033'i' i",, ` 11 �1�11 � ,� IR WVi::� rii I �� : .1�. -jh � . � � A wll_?�i�F ,xl_ I �, - 1: Z-1111"'.11 , ,.., i �,, , � , ,, THENCE ALONG THE SOUTHERLY LINE OF SAID PARCEL OF LAND THE FOLLOWING THREE (3) COURSES SOUTH 28-13,57" WEST A DISTANCE OF I . 5:14�w,�, i��, - ,. 11 �'? j (�'�', 5 � , " .5, - �W,,_ _,__,,_ -UV,',/ ;!P �', � , . P ,��. ,1?1j11e-, . ,_� -,.1.1e.'' _ , - �, ` � I - _ x. -, I I , -� 11 .. , , �. . . ' W . '' - 11 11� v , - , , ei,;y R � I - I .., �; - I. 1, 1, �11: ,� , - .1, � �;:,, � ,� 1� i n , . �1.11 . i , ,"M - i .. 1- . ,�jj ,�R,.�,:�� "M .1 � -1.1 , � * . ,:J�, .,:.,�',x'y , B11011"'DR1 ii.t � ", . If '�,/�� , --`4 11 , � I , ., lj� lkl�_., ,_2, m 1� � 61 � i.� , . i �,'W41�z , .1 I .I.- I , , r., v �, �. , �. , I '. . , , , , , � .1 U, �� , . .1 .1 , - '$g� � V_;,, � - ""K, 19.34 FEET; THENCE SOUTH 69'32'57" WEST A DISTANCE OF 157.40 FEET; THENCE SOUTH 80*09'57" WEST A DISTANCE OF 213.46 FEET; THENCE - �',"K, Z, ��, . , .v I �, , R, t`&,M,��11 I, �-,�l �, � . . ,.,, I �, " , � , "".." Pik IAZ . _1� _�� .. . , , , � , , � ,_ bl� I "I , �� , � I '. _41. , ','. I ;�6%1w�`_, 1� ��. x m '' �"t : , : �. , :�V. * � � � � � � � i 11W, " � 1�,�',�/ � , I—— �;" �� U "", ,,� "', _, � , � � , � f 1_1 " p 11 I 'k . I "I I I , �,�� , , "? ,t�;��,�V'i j 1 �!,,�4 ,�,7'�,�, � . �,', �%��, I ,�--,"- - .- - , ,", ,i I z � -*",'�.��', F, - � - ": I I .1 11, ; 'r� , , . , , SOUTH 49027'57" WEST A DISTANCE OF 184.64 FEET TO A POINT FROM WHICH A SET NO.5 REBAR WITH A PLASTIC CAP STAMPED "L.S. 20133 30' 1 , , ��O?,. � -111: _,'. ;,?4",/:"�,"�,"; _ I , , 1,_ I . 14" 1,11 . � �`:?Z,, _'21 , , '�kj_*OR 1.1 , ..._��,6�111 __,�,��,,,, ---."`_� ,�-�,Nffml*� I ,�' � ,�I, �1� :�4�111�_1_7_.'�`R, G, ''i _,�,�&��` �' ,N � . , � - -�: �', - . , � I � �, , � '. I�Ifs��":.. /.- � � �%__ -�� , m'.:_�� , " . I., .�.,�,� . _ , I I , � .1 , . . e., .1 �., 1, � �� , ", " -I- ., - .. �,� I : ":�� I f � 11 . I�A - -:-,', " . .... , .9, ;., . 1, � , " ,�, , , , ..',., , ..... �N , ', - , � . ,.,,, N "" , � , , , , � , . W.C." BEARS SOUTH 53054'03" EAST A DISTANCE OF 30.00 FEET; THENCE SOUTH 53*54'03" EAST A DISTANCE OF 301.36 FEET TO A FOUND NO. 5 . � , "" �.X ", 1=_ __ ... , '. ,4�f �- Wg,,S 3f,i, . 11 I- , ""I" -,e._ - ..", : ,, ; - - , , " , ,". ., . . 11 .. " ., �;.�,� - , "," �, , e� " , , , ., , . .. . I " I — " - " - '! " � � ", ..�, , 1, �_ r.4, � , . te t�,! I I ','U,A_"11� I � " � . . - ", I Til , :v` %,,,,.,,,&1,, I ,"',,i,il� K , N - . , , , . , , �,l , -i,�l f", I 1'. , , , ,n, - � ., P., , , i�� , f�,,�� ,ff",,&,,'�, ij .. , ". � " I FOUND STONE. - ,��,�,':',�: " . _0 -$�, , , " ,, , . I � ' , - .. zll� �'.Ix'_ .��,",, , . " -5 ,-j -, , ", � �, 1_11 . . , X�, - �� FOR H.E.S. 112 - Z4 -11- I I - , � , �, , � _�., 1" ,� , ,m. -'ye �.V,,�,�,,� �_ _�, ,� .,� - " " "" I N I , , 11: I. 1� 7� - I .- i�1111,_�1'52`�i � . "i - . �0'1.1/1f,�,, " ,.. , �'-u " ," " ._ , REBAR WITH PLASTIC CAP STAMPED "L.S. 2376"; THENCE SOUTH 36'23'40" WEST A DISTANCE OF 224.03 FEET TO A NO. 5 REBAR WITH A PLASTIC � I '' �� ___". I., , 11 - . I I � �_ 0, � , , $_ ... ( a 1',? - � I �__ I . ,��., I , "j!g.1,11,14. � U3 � _', - ft , i ORNER NO. 3 6 ?1� �, i 14111 * ,,x>:',� 5 ___�__, I I A / � ff � 1. � 1 ��,� � 7� _� 11 " � , I CAP STAMPED "L.S. 2376" IN PLACE BEING THE NORTHEAST CORNER OF A PARCEL OF LAND DESCRIBED IN BOOK 244 AT PAGE 641; 1 1 ,� . m �.flv I / , �*71 M . 01�,W A��,14: 1,,,_/� 11 , ;�<,',,_�,�: '11_��;_111�de , � I - I N, V, �,,`� ��,-,�,,r;> ��,-�,-,;��` ,.� 1115\15-t'vr*5 ,,�,,,,��'��.,'.�,,��.�,.-�,�.�,"�t*,'��-,.--- , ,,�'..��A THENCE SOUTH 25'021'00" EAST ALONG THE NORTHEASTERLY LINE OF SAID PARCEL OF LAND A DISTANCE OF 110.74 FEET TO THE POINT OF �0 0 -..." - . - - �,- "'. . - , I 11 I _, % I I ... ".110 IN, , _� � .10 _., I I - - 111. Wis 1, , ,_ , '' � I . I ,�: 11 . I I ,,, � "..� I . ? . � " , �� - �� __,� I , ... 009, �� . BEGINNING. 1. 1___� *.1 � � - I . . FOUND #5 REBAR - , .. " � ,,, , , , 111. I . I I Is p - *, .0 " ,�"""` -1 I �11 - . �`�,` ,,,,�, -e', _ � LUCY COOKSON I I � I I � � - ,\�- . � I 00 � .1 q "g � "��:::f.< , P:� -.,,I � �, , � ;� I � � - �1111-f, gs�.m4 ,,, . 1�11�1_"� ,,, , �, ..� ,V, 411"It, ... "��,. "',",". � � ,,,gl . I I V I "a � .,. � � ill ,p'�j PROPERTY DESCRIPTION I I I I �, ,; �/� .- 651 CONUNDRUM CREEK ROAD . I -N, " �,,� � K"M , 11,11. 111%� -"-, 1:: �,',"",,,"._ R " :I' -�t - ` � " I I .. I ;, w�.,.�::. (,. �11, . _�� .. =,=W 11 � I ,; -.1 V, -, � .. (FROM TITLE COMMITMENT REFERENCED IN SURVEY NOTE 5 HEREON FOR PARCEL B AND PARCEL C) CONUNDRUM LLC �,, . � � �. .1.1 I I REC.#554517 , ,,,',),,�,,,'," 01)",O,�',� -11,_ ,� �,, ... �. I R_ f..".. ff I 1� � '4 ��, . ?��-,,;� I-— � , I . �� , , , , _ 2 � YN .� . 1". . I I _03 - , � j, . ", ; I I 1 _9v�l ,I! fl., � -..'� . I I � ,�� .. I I . , ��, k; , �, �� . � 761 CONUNDRUM CREEK ROAD I . I " 0,�il � ,�,, .111, ""', I �, . I . �1, , I - I I � I ,� . PARCEL B (PARCEL #291102300023) 1 REC.#620198 ,11 ... I I -Z. I I 1. �11.11 � .1 -1 %.. (ALSO RECEPTION NO. 641616) 1 1 FOUND #5 REBAR __ I ."��X, I '11", 1.�� , , , 1111 THAT PORTION OF H.E.S. NO. 112 SITUATED IN TOWNSHIPS 10 AND 11 SOUTH, RANGE 8.5 WEST OF THE SIXTH PRINCIPAL MERIDIAN DESCRIBED ___ _____ � � . 1111 I AS FOLLOWS: I � I I ''I ---------- �_____ �_ I I HIGHLAND RANCH LTD FOUND STONE I VICINITY MAP . ... 1-1 --------- _;;;�___ . I I !01111!!_._-_---, �� ,,,,,� I . ` .....,.',,___,*'��:` ... I " I" . . . I � Wool _.., - � - - I 1 5387 CASTLE CREEK ROAD I FOR H.E.S. 112 CORNER NO. 4 SCALE: 1" = 2000' BEGINNING AT A POINT WHENCE CORNER NO. 3 OF SAID H.E.S. NO. 112 BEARS N. 49053'15"E. 1077.47 FEET; THENCE N. 25*21'W. 286.80 FEET; - - � - 30.0'WIDE EASEMENT'FOR COUNTY ROAD � , 1.� � I - - � . REC. #219749 (PLAT BK.8 PG.41) .- . . THENCE N. 550 50'E. 91.67 FEET; THENCE N. 45*46'E. 2.32 FEET; THENCE S. 530411'E. 221.40 FEET; THENCE S. 36*19'W. 2,24.81 FEET TO THE POINT - ___ PLAT BK. 71 PG. 8 . I � I I I . I I I . � � . " PLAT BK. 71 ,PG. 85 1� . I � I OF BEGINNING. I 1 . I - I 1z (30'FROM CENTERLINE ROAD PER THIS SURVEY) . . . 1/__� . / . . SURVEY NOTES . / . . I . PARCEL C (PARCEL #291102300021) 1 1 1 1 1 ,// � � . � . I (ALSO RECEPTION NO. 641617) "I . 1� I . 1) DATE OF FIELD WORK: FEBRUARY - JUNE 2018. . 11 I. . . . . A TRACT OF LAND LYING WITHIN THE BOUNDARIES OF THE HOMESTEAD ENTRY SURVEY NO. 112 (U.S. PATENT NO. 649821, DATED OCTOBER 4., FOUND #5 REBAR .11 X FOUND #5 REBAR AND 1.25" CAP . I . I I . 1 1918, RECORDED IN BOOK 159, PAGES 142/143 IN THE CLERK AND RECORDER'S OFFICE FOR PITKIN COUNTY), SAID TRACT BEING WITHIN S. 2, T. AND 1.25" CAP "I "I I : I . 2) DATE OF PREPARATION: AUGUST - OCTOBER 2018; UPDATED DECEMBER 2019 -FEBRUARY 2020. 1 � I I . . L.S. #28643 1 � I � 11 S., R. 85 W. OF THE 6TH P.M.; SAID TRACT BEING DESCRIBED AS FOLLOWS: L.S. #2376 " . � I I � e / zol < . I . . *,�?N,. . - I 1 3) LINEAR UNITS: THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED � I - " I BEGINNING AT A POINT ON THE LINE BETWEEN CORNERS 5 AND 6 OF SAID H.E.S. 112., WHENCE CORNER NO. 6 BEARS S 61019'W. A DISTANCE OF 1, 1. I ,. I I . STATES DEPARTMENT OF COMMERCE, NATIONAL -INSTITUTE OF STANDARDS AND TECHNOLOGY. ' RETAINED LANDS I I � 1073.13FT; THENCE N. 36019'E. A DISTANCE OF 261 FT; THENCE S. 25021'E. A DISTANCE OF 110.50 FT M/L; TO A POINT ON THE LINE BETWEEN ACCESS AND \ 11 1 4) BASIS OF � BEARING: A BEARING OF S61019'00"W ALONG THE 5-6 LINE OF H.E.S. 112, ACCORDING TO THE GLO SURVEY RECORDED CORNERS 5 AND 6 OF SAID H.E.S. 112 WHENCE CORNER NO. 5 BEARS N. 61019'E. A DISTANCE OF 402.56FT. M/L; THENCE S.61*19'W. A DISTANCE OF 230.66FT. M/L TO THE POINT OF BEGINNING.' . REC.#616881 � APRIL 2,1917, BOTH FOUND SCRIBED STONES IN PLACE, AS SHOWN HEREON. . I � . HIDEOUT PARCEL I . � . . �: PARCEL B I ORIGINAL PARCEL #291102300020 5) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR .DO HEREBY ACKNOWLEDGE AND APPROVE THE LOT LINE ADJUSTMENT AS SET FORTH ON THIS PLAT; THE PURPOSE OF THIS PLAT IS TO I FOUND #5 REBAR I FOUND STONE I I I ORIGINAL PARCEL THE HIDEOUT AT CONUNDRUM LLC �. FOR H.E.S. 112 CORNER NO. 4 EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED . . MEMORIALIZE CORRECTIONS TO MINOR MATHEMATICAL ERRORS IN THE RECORD DEEDS OF SUBJECT PROPERTIES AND TO ADJUST THE AND 1.25" CAP #291102300023 1 - , � COMMON BOUNDARY LINE I BETWEEN PARCEL C AND THE HIDEOUT PARCEL, AS SHOWN HEREON. THIS PLAT ALSO DEPICTS AND GRANTS . � L.S1. #28643 1 TBD CONUNDRUM CREEK ROAD . I . . UPON THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE, INC. UNDER CASE NO. PCT25484W2, EFFECTIVE JANUARY 7J. � � TIMOTHY AND HEIDI SEMRAU REC.#645284 . 1 2020 (AS TO PARCELS B AND C), THE TITLE COMMITMENT PREPARED BY TITLE COMPANY OF THE ROCKIES UNDER COMMITMENT CERTAIN PRIVATE ACCESS AND UTILITY EASEMENTS FOR THE BENEFIT OF SUBJECT 'PROPERTIES, ACCORDING THOSE EASEMENT AGREEMENTS z 828 CONUNDRUM CREEK . NO. TBDO706155-C, EFFECTIVE DECEMBER 20, 2019 (AS TbTHE HIDEOUT PARCEL), THAT AGREEMENT TO VACATE EASEMENTS., - ,REFERENCED IN THE PLAT NOTES HEREON., I I I I I I I I ROAD I � - , 0011E 107 .82') RECORDED AS RECEPTION NO. 661387, AND DOCUMENTS AND PLATS OF RECORD AS SHOWN IN THE SOURCE DOCUMENTS, I - REC. #641616 1 1 .1� I 1111,111 "E 107 .84'(RECO D S83* 0 HEREON. . . . MW 1/1 ASPEN LLC ' � I ..------" S83" 0 '39 � . . EXECUTED THISaO DAY OF Trc�b _, A.D., 2020. � I � I � 1053 CONUNDRUM CREEK ROAD I I . '11.'Illl'''llillllll''I''Ill'Ill'II ...... 1111111111'111' I I � 6) ORIGINAL STONE MONUMENTS FOR THE H.E.S. 112 CORNERS WERE LOCATED AS A PART OF THIS SURVEY. HOWEVER, THE FOUND I � I : . I O.,� I I ,,,� FOUND STONE POSITIONS OF THESE MONUMENTS, HOLDING THE BASIS OF BEARING OUTLINED IN NOTE 4, DIFFER FROM SAID RECORD PLAT. THE OWNER OF HIDEOUT PARCE (P CEL #29110 1 ,<&T6) FOR H.E.S. 112 CORNER NO. 5 FOUND #5 REBAR AND 1.25" CAP I 01 I L.S. #20133 RECORD PROPERTY DESCRIPTIONS, SHOWN ON THIS SURVEY, ARE POSITIONED BASED ON T H -E FOUND H.E.S. NO. 112 CORNER THE HIDE UNDR L I . &V -�i . � I " �.ro<v I . ,. CORNER BEARS N25040'49"W 0.63' MONUMENTS AND THE SAID DESCRIPTION TIES TO THEM, WHICH CREATES THE APPARENT GAPS AND OVERLAPS IDENTIFIED . � . , �01_c USFS HEREON. BY: - .- . I . I "o 0" - 11 14 6TR I §If1MrA U, -If S -MA N AG E R I \0 , 7) CONUNDRUM CREEK ROAD, AS SHOWN HEREON IS BASED ON FIELD AS-BUILTS OF THE PRESENT ROAD ALIGNMENT. PHYSICAL � � .0 q � INSPECTION BY SOPRIS ENGINEERING AND PAROL, EVIDENCE FROM CLIENT INDICATE THAT THE CURRENT ALIGNMENT IS I I . ` I CONSISTENT WITH THE ROAD'S ALIGNMENT AT THE TIME THE PROPERTIES WERE ACQUIRED. . . I I STATE OF COLORADO) . I FOUND #5 REBAR AND 1.25" CAP �, , I . I I I I L.S. #2376 . I � )SS. - I I I . I I I COUNTY OF PITKIN ) . I 1 - . 01 FOUND #5 REBAR AND 1.25" CAP I . I � � I . . � . I L.S. #20133 � I I . . I . � I . . CORNER BEARS S830 02',28"W 0.60' 1 1 � � ' '�;3 DAY OF _'Pe 2020, BY TIMOTHY SEMRAU AS MANAGER . THE FOREGOING CERTIFICATE WAS ACKNOWLEDGED ,BEFORE ME THIS 4Z I PARCEL C � I � I I . . I I . OF THE HIDEOUT AT CONUNDRUM LLC I . . . I ,-- POINT OF BEGINNING ORIGINAL PARCEL #291102300021 COMMUNITY DEVELOPMENT DIRECTOR APPROVAL: . � I I I . I I . . PARCELC I � . . � . I I TIMOTHY AND HEIDI SEMRAU i � I I 11-11,11-- FOUND #5 REBAR AND 1.25" CAP I � I I . I 111 11"'111-111--1 -11" � I I F-.'""'-"--"�:,-,�'"'�-:,-::�""�-,�� z!,�' 828 CONUNDRUM CREEK ROAD I I THIS SUBDIVISION EXEMPTION LOT LINE ADJUSTMENT PLAT OF SEMRAU CONUNDRUM CREEK PROPERTIES HAS BEEN REVIEWED AND . I - , 1, � i,�,,,, �, � - . � I I— I 11 1. � I L.S. #28643 . I . � I I WITNESS MY HAND AND OFFIqIAL SEAL � : �, /:, � ,,,, � �, �'-" � I I I - - I �__ I . I . % I I I _� REC#641617 . I I APPROVED FOR COMPLIANCE WITV THE APPLICABLE PROVISIONS OF THE PITKIN COUNTY LAND USE CODE BY THE PITKIN COUNTY COMMUNITY � I I : -,- , � - _,1 � FOUND #5 REBAR AND 1.25" CAP I I - I MY COMMIS . SION EXPIRES VZ) \kl\ZOC�k) ,�n I - 11 '' r_� - - �, . I I I GRAPHIC SCALE -2019 RECORDED AS � . . % � - I 11 1 I 1� � �- ,,,,x, I � . � ,. DEVELOPMENT DIRECTOR THIS 2-1 DAYOF It 2020, AND IS SUBJECT TO ADMINISTRATIVE DECISION NO.78 ,. �:,' I . L.S. #15710 , . ,�Zufv-xv!j I � I I . . I I_ 11, I �, " . I . � , 21 "' � �, ',�,�,', I I 11 ,�,�, 1::� _� I I I I I., ", CORNER BEARS N590 58'31"E 4.79' 100 0 50 100 200 400 RECEPTION NO. 661111. 1 . � __ ___'. - %Al� . I- . I I % % I I - I__1____A_ I I I I � . � . I I . . IIIIIIIIIIIIIIIIIIIIIII m I - (1% I I s � I I 1 �)-\40wa �Oc� � I . . � � 6) kv. 1%el I ikw��z An -co- 1 - - . NOTARY PUBLIC" I . � . I I I 1Y �� SOURCE DOCUIVI-ENTS: I I ( IN FEET) I . COM64UNITY DEVEI OPMEN ORECTOR -dl:�-k4. t 0 (0& - I s I . � � . . I ' I I I inch= 1012ft. I 1. I � I I I I . � I . OWNERS OF PARCEjjB (PARCEL #291102300023) AND PARCEL C (PARCEL #291102300021): . 0 PLAT -HOMESTEAD ENTRY SURVEY hO. 112, DATED APRIL 2, 1917 . I U.S. SURVEY FEET I . . 11 � HY SEMRAVAND HEIDI SEMRAU 1. . * PLAT -HIGHLAND RANCH SUBDIVISION (PLAT BOOK 8 PAGE 41) REC. #218749 , MORTGAGEE CONSENT I I PLAT NOTES I I I * MAP -BOUNDARY SURVEY MAP OF PARCELS A AND B, MARTA STEINMETZ I I � � I I FOUNDSTONE I I I . � I PROPERTY (PLAT BOOK 9� PAGE 87) REC. #569467 1 J � . . . I FOR H.E.S. 112 CORNER NO. 6 ANB BANK AS THE BENEFICIARY OF THE DEED OF TRUST RECORDED NDARIES DEPICTED HEREON CORRECT MINOR MATHEMATICAL -.-+Ir - 1. 0 MAP-AIVIENDED ROBERT LEWIS 1041 SITE PLAN REC. #506153 1) THIS SUBDIVISION EXEMPTION PLAT AND THE SUBJECT PROPERTY BOU TIMOTHY SEMRAU FEBRUARY'5, 2018 AT RECEPTION NO. 644954 THAT ENCUMBERS PROPERTY 0 MAP-CASSINELLI ACTIVITY ENVELOPE AND SITE PLAN REC. #624638 - . I . ERRORS INHERENT IN PREVIOUS SURVEYS. THE CORRECTED BOUNDARIES ARE SHOWN ON SHEET 2 OF THIS PLAT. I I I I I . � I 0 DOCUMENT -DEED RECORDED IN BOOK 244 AT PAGE 641 (REC. #138033) DESCRIBED 0 ' N THIS PLAT HEREBY ACKOWLEDGES AND APPROVES OF THIS STATE OF COLORADO) I I SUBDIVISION. EXEMPTION LOT LINE ADJUSTMENT PLAT. 2) THE PURPOSE OF THIS SUBDIVISION EXEMPTION PLAT IS TO MEMORIALIZE CORRECTED MATHEMATICAL ERRORS IN PREVIOUS DOCUMENTS I I � I I ,. )SS. . I I ALL OF THE PITKIN COUNTY, COLORADO RECORDS -UNLESS OTHERWISE NOTED. � I I I OF RECORD, TO ADJUST THE LOT LINE BETWEEN PARCEL C AND THE HIDEOUT AT CONUNDRUM CREEK, A�_OWN'ON SHEET 2 OF THIS \1 COUNTY OF PITKIN ) I . ANBBANK , - ___ PLAT, AND TO DEPICT AND GRANT THE PRIVATE ACCESS AND UTILITY EASEMENTS, AS SHOWN ON SHEET 3 OF THIS PLAT. . � � - I . I I . � I I . I . _� I . BY: --' .0001" I , � - -O.. 1� I � . 11 1.1111''..".11.11 .... I. 1 3) THE SHARED ACCESS AND UTILITY EASEMENT SHOWN HEREON AND LABELED AS " EASEMENT AREA A" IS SUBJECT TO THE TERMS OF THAT THE FOREGOING CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS C'�O DAY OF. '��?__> 2020, BY TIMOTHY SEMRAU. MORTGAGEE CONSENT JOHN WARD EASEMENT AGREEME . NT RECORDED IN THE PITKIN COUNTY RECORDER'S OFFICE SUBSEQUENT TO THE RECORDING OF THIS PLAT. � � I REGIONAL PRESIDENT . I I , U.S. BANK NATIONAL ASSOCIATION AS THE BENEFICIARY OF THE DEED OF I I � WITNESS MY HAND AND OFFICIAL AL TRUST RECORDED DECEMBER 12, 2019 AT RECEPTION NO. 661135 THAT I STATE OF COLORADO ) � 1 4) THE ACCESS AND UTILITY EASEMENT SHOWN HEREON AND LABELED AS "EASEMENT AREA B" IS SUBJECT TO THE TERMS OF THAT EASEMENT 1% � ENCUMBERS PROPERTY DESCRIBED QN-THIS PLAT HEREBY ACKOWLEDGES I � I . . AGREEMENT RECORDED IN THE PITKIN COUNTY RECORDER'S OFFICE SUBSEQUENT TO THE RECORDING OF THIS PLAT. . . MY COMMISSION EXPIRES n�kll - I ,1 ___ 1.11 I I I 1-1111, _ I I ) SS.1 I I . * � , _ 11-1. I . . AND APPROVES OF THIS SUBDIVISION EXEMPTION.LOT LINE ADJUSTMENT ; . � I I 1. - -_ . COUNTY OF PITKIN ) . 5) THE ACCESS AND UTILITY EASEMENT SHOWN HEREON AND LABELED AS "EASEMENT AREA C" IS SUBJECT TO THE TERMS OF THAT . I I .1:1 � ''�:�e I . . I I � I � ��:�'; '' -v �, 11 PLAT. I ' I I I ; I I EASEMENT AGREEMENT RECORDED IN THE PITKIN COUNTY RECORDER'S OFFICE SUBSEQUENT TO THE RECORDING OF THIS PLAT. I . I I �, 1-: , � I � " I 11 I I I . � I I 11 I THE FOREGOING MORTGAGEE CONSENT WAS ACKNOWLEDGED BEFORE ME I ,,, I � �, � , 11- . � �1, , � �, ,; I Z1.1-1 I 1� ,�, I . I I I 1-1 . . I &@pn- bltdbm � I 1. � ''I � I'll I � 1- U.S. BANK NATIONAL A N . THIS DAY OF ::ke ,2020, BY JOHN WARD AS 6) THE 12'WIDE UTILITY EASEMENT ALONG THE WESTERLY BOUNDARY LINE OF RESULTING PARCEL B, LABELED AS "EASEMENT AREA D'I js I NOTARY PUBLIC ' "';-- I � .-______� REGIONAC PRESIDENT OF ANI3 BANK. . . SUBJECT TO THE TERMS OF THAT EASEMENT AGREEMENT RECORDED IN THE PITKIN COUNTY RECORDER'S OFFICE SUBSEQUENT TO THE I I I I BY: I . I I I I I RECORDING OF THIS PLAT. 46�_V�_�' 1 AARON PEARLMAN WITNESS MY HAND AND OFFI!IA,LSEAL. � I to N40T I . I I . %I .:� I It HEIDI SEMRAU . � MY COMMISSION EXPIRES: _ - _ . . i 7) THE 101 WIDE UTILITY EASEMENT SHOWN HEREON ACROSS RESULTING PARCEL B AND LABELED AS "EASEMENT AREA E , IS SUBJECT TO THE I � I . SENIOR MORTGAGE LOAN OFFICER � � _. t I . I . I . . TERMS OF THAT EASEMENT AGREEMENT RECORDED IN THE PITKIN COUNTY RECORDER'S OFFICE SUBSEQUENT TO THE RECORDING OF THIS � . ,. . I STATE OF COLORADO) I I ; I I I PLAT. I I I I . )SS. I I � � I STATE OF COLORADO ) � S\Woc� , I I " I � �., 11 " I � -, - -1 � I )SS. I NOTARY Pugdr_� � : z� ,- I I I 11111- - � I , 1 , �, 1, COUNTY OF PITKIN ) I I I I I _ - �;, i, I 1 8) THE 12'WIDE UTILITY EASEMENT SHOWN ALONG THE WESTERLY BOUNDARY LINE OF THE RESULTING HIDEOUT PARCEL AND LABELED AS I I � I COUNTY OF PITKIN ) I I � �, - �,,_, � I,", "EASEMENT AREA F" IS SUBJECT TO THE TERMS OF THAT EASEMENT AGREEMENT RECORDED IN THE PITKIN COUNTY RECORDER'S OFFICE . : I . I , '��, i I : �, I I I � I I . .1 I � I I _,� , . . I .1 � :_ , �' 1-11.1 -:; - 1- �, ,, :_, I SUBSEQUENT TO THE RECORDING OF THIS PLAT. I I I I �, 111- . ' I � '' 1, __11 : :',�: I _ :� �, � M " - I THE FOREGOING MORTGAGEE CONSENT WAS ACKNOWLEDGED BEFORE ME 1_ - - - I � I �z I I 11 THE FOREGOING CERTIFICATE WAS ACKNOWLEDGED BEFORE E THIS C�� DAY OF -M?3 ,2020, BY HEIDI SEMRAU. ' I I -1 - I 11 I I , I . I � THISI:�kC) DAY OF _*�Vt> , 2020, BY AARON PEARLMAN SURVEYOR'S CERTIFICATE I I I .. � .. .. _", � I I I - . �_ I .. �, -.-- ... � AS SENIOR MORTGAGE LOAN OFFICER OF US BANK NATIONAL ASSOCIATION. I � . .. : � -!� I - �. �4 . 11 - 1. - - . I . � � . : I I .r � �.. I I I �, I I � , WITNESS MY HAND AND OFFI�IAL�EAL ;_1_-1_11---1-_. I— . I 1, MARK S. BECKLER, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY I - � I 1. 1� . I r �*,� � I �.-. I I I � � I CLERK AND RECORDER'S ACCEPTANCE " -_ I 11 . I . "", . �. r'�',,:'. I I - � � :,'''''', -,-, ---- -- _ ___ �_ -, " __ , ' I — I �, I I I- . :"�',,� I . , 1. � -, �:_ �.C; � �'_ ",:,�, � �' �' � - I I - 1, � I I I -, � i 1_- � - I 1. . I . - . "I I rx � 11 I I �, � 1, �,_ . � I . I � ,, � � %ON%, � , � I WITNESS MY HAND AND OFFICIA�SEAI I CERTIFY THAT I HAVE PREPARED THIS SUBDIVISION EXEMPTION LOT LINE ADJUSTMENT PLAT OF . .; .. I - I MY COMMISSION EXPIRES eA) 2 , ": � � �,�,�', � "', ,-1, I . �11 , I I .11 I , I I .- .1 - I - � , , -1 , I :;, - I '� . ; , I ,�; 1, �., - \ , 'yz,o ,-\O . SEMRAU CONUNDRUM CREEK PROPERTIES AND THAT THE LOCATION OF THE EXTERIOR BOUNDARIES, � I ;,,,,,, - MY COMMISSION EXPIRES: kO 11 ,� �_ i�- �� z - I -- I I'll I I I.. D FOR FILING IN THE OFFICEICIF THE.CLERK AND RECORDER OF PITKIN . . 1_�t'�_,,''-'_�, SOPRIS ENGINEERING - LLC . I THIS SUBDIVISION EXEMPTION LOT LINE ADJUSTMENT PLAT IS ACCEPTE . .. �� - � - I � 11 11 I � I �',�_�,_: � �,:,�':�,� , " ROADS AND OTHER FE URE� ARE ACCURATELY AND CORRECTLY SHOWN HE ON,THATTHESAME 11 I "n, �� ,', � ��,: _,.1117- ',7,',,-1,, I n._.-- I ., , I �:_ : I � �, ' 7 ; , � � � . � � , �, - 11 . � _:. � �:�, � " I - 1, I . . I COUNTY, COLORADO THIS,��AY OF Celoup,f\t I 2020 IN PLAT BOOKI"AT PAGE 3 1 , - I o�� &A , �(�P AS RECEPTIONN ' ' I I'll - � I - I . ARE BASED 0 , IE�,-p .,COMPLETED IN JUNE OF 2018 - — - . - vN C : I - 1-1-1 , � 1 5 1 ,_ I - � , I - . '. I e.- -11 e% % � - 1". -11 , "" I I 11 1, I I , � I '� It I I ' I _,��,,, " - . . .. " I I � , , ,�� 1"'�, I - 11" 11 ' I, H I `2 ,DAY OF , j 2020. � I , r � �� I . I CIVIL CONSULTANTS 014)1_� I I I I I-- _P�_ 1, . IN WITNES 4" T MY HAND AND SEALTHIS �� j ,�,� : 1* . 8 ?�L� ,?,�, �:�m . LrA - ''I � I .. ,s, Ij � I RECEPTION#: 663168, R: $33.06� D: $0.06-" ' , I I s b\W3 � � I I-- - - I FnI I , o- � I �. ,,�, , . : 4 , - I , I I � � . � I �'� ", L 4 � �. * "w - I � I 1-�, �' , � �, I . . . � �,�' '' , " " I I . I I I % 0 V *A I , , * - A" - NOTARY PUBLId � I 1:� !�:; " I , , , 0 FQ, - � I I PLAT� BOOK 128 PAGE 036 ! � : SEA * NOTARY PUBLIC 502 MAIN STREET, SUITE A3 I - �,. ,, " '' , pf , ,.� . .1 --- -_ - "_ ;�� Pg 1 of 3, 02/28/2020at 03:31:19 PM . . I - 1, I I 11 I 11 h . f 11 - I I " I 11 I : I I I I , I " �,: I I ,� q � . I "A * CARBONDALE, COLORADO 81623 . I 11 . 11 I . PITKIN COUNTY CLERK AND RECORDER, t)e pj+ Janice K. Vos Caudill, Pitkin County, CO n,*. " I 11 I . ,. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL I ��% a . � I y 'O *0-4 O.".04i I .1, I � Z() * ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS I ,,, 1� �...` i � . I .. RA - - 1, � I ( I - . I . AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION (970) 704-03-11 . I r% . . M A ROK S uts ER4 P.L.S. k2817 . , c�� I BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN #,i.... - - 11z :� I � 18032.01 CL 02/19/2020 G:\2018\18032\SURVEY\Survey DWGs\Survey Plots\18032 PLAT.dwg � I I , I YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. I I . I �IMA'._ __1 I �fl� C�, '', . I I , I 11 1. - , -.6"...-.0— 11.1 I .- ___ I I 11 - - I., I I I I I . - I I I - � W@@f oil - 11 I I I I I I � . I WOO I . I I I I � 1^4_�� I I � I � . . I . I I . . � � , . I I . I � . I I � . . � I . I . . . 3 TOWNSHIP 11 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: MW lil ASPEN LLC ,00 1053 CONUNDRUM CREEK ROAD y� ° REC. #425149 BEGININNG AT A POINT ON THE 6-5 LINE OF SAID H.E.S. 112'WHENCE CORNER NO.6 BEARS 5 S61019'00"W A DISTANCE OF 1073.13 FEET (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N 61019'00" E BETWEEN THE FOUND STONES MONUMENTING THE 6-5 LINE OF SAID FOUND #5 REBAR AND 1.25" CAP H.E.S. 112); L.S. #2376 USES PROPERTY DESCRIPTION POINT OF BEGINNING 36�' THENCE N36019'00"E A DISTANCE OF 257.38 FEET; THENCE S25°21'00"E A DISTANCE OF 51.23 FEET;o` PARCEL e ' ,.� , RESULTING PARCEL B (PARCEL #291102300023) THENCE N61019'00"E A DISTANCE OF 41.81 FEET; THENCE S25021'00"E A DISTANCE OF 57.72 FEET; SET #5 REBAR AND 1.25" CAP S �a t ►, _ L.S. #28643 THENCE S61 19 00 W ALONG SAID 6 5 LINE OF SAID H.E.S. 112 A DISTANCE OF 268.74 FEET TO THE '�° POINT OF BEGINNING. 0ti9'a0 F 6 SAID PARCEL OF LAND CONTAINING 14,751 SQUARE FEET OR 0.339 ACRES MORE OR LESS. .5�'�� S250 21'00"E 51.23' N61 ° 19'00,"E 41.81', r AREA OF BOUNDARY LINE ADJUSTMENT (HIDEOUT PARCEL (PARCEL #291102300020) TO ° RESULTING PARCEL C PARCEL C PARCEL #291102300021 PER THIS PLAT PARCEL #291102300021 S25 ° 22 ` 00"E 57.72' TIMOTHY AND HEI DI SEMRA U, 01$ ,A/ 828 CONUNDRUM CREEK ROAD NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SU'RVEY.BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. I ■ I I IYS...Y..�.1�1�.11■.Y.YY�I�.�I.**II�I�..I�lY��1...�.1. IY.Y..Ytl■fY.11ll...11! 1.�IY�1 YI.YI I IYI.YYY.1�.1■■I■/Y0YY1■fl �pO 14,751 SQ FT 0.339 ACRES FOUND #5 REBAR AND 1.25„ CAP L.S. #20133 PER THIS P CORNER BEARS S830 02' 28"W 0.60' POINT OF BEGINNING TRANSFER PARCEL POINT OF BEGINNING PARCEL C °9 FOUND #5 REBAR AND 1.25" CAP 56ti L.S. #28643 C EN .I EERIE LLC SOPRIS 1p'13' FOUND #5 REBAR AND 1.25 CAP CIVIL CONSULTANTS Gi Gl L.S. #15710 502 MAIN STREET, SUITE A3 0QPRG��d`� CORNER BEARS N590 58'31"E 4.79' CARBONDALE, COLORADO 81623 FOUND STONE (970) 704-0311 FOR H.E.S. 112 CORNER NO. 6 FOUND STONE FOR H.E.S. 112 CORNER NO.3 r�FC1 0 lb ss�° �ZQQ. �9i ,9> •9Q, / FOUND STONE FOR H.E.S. 112 CORNER NO.4 FOUND STONE FOR H.E.S. 112 CORNER NO.4 508.6911 i --,-j FOUND #5 REBAR AND 1.25" CAP L.S. #20133 THAT PORTION OF H.E.S. NO. 112 SITUATED IN TOWNSHIPS 10 AND 11 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE CORNER NO. 3 OF SAID H.E.S. NO. 112 BEARS N. 4904635"E. 1078.00 FEET (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N 61019'00" E BETWEEN THE FOUND STONES MONUMENTING THE 6-5 LINE OF SAID H.E.S. 112),• THENCE N25°2100" W A DISTANCE OF 288.93 FEET; THENCE N 55050'00" E A DISTANCE OF 91.67 FEET; THENCE N 45° 46 00 E A DISTANCE OF 2.32 FEET; THENCE S 53041'00" E A DISTANCE OF 223.31 FEET; THENCE S 36°19'00" W A DISTANCE OF 225.82 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND CONTAINING 38,598 SQUARE FEET OR 0.886 ACRES, MORE OR LESS. COUNTY OF PITKIN STATE OF COLORADO GRAPHIC SCALE 50 0 25 50 100 ( IN FEET) 1 inch = 50 ft. U.S. SURVEY FEET 200 1 18032.01 CL 02/19/2020 G:\2018\18032\SURVEY\Survey DWGs\Survey Plots\18032 PLAT.dwg SHLL I 1 UF~ 3 PURPOSE STATEMENT THE PURPOSE OF THIS EXEMPTION PLAT IS TO RESOLVE MINOR MATHEMATICAL ERRORS IN THE DEEDS RECORDED AS RECEPTION NO. 641616., RECEPTION NO. 641617, AND RECEPTION NO. 645284 (SUBJECT PROPERTIES), TO ADJUST THE LOT LINE BETWEEN THE HIDEOUT PARCEL (PARCEL NO. 291102300020) AND PARCEL C (PARCEL NO. 291102300021), AND TO DEPICT AND GRANT PRIVATE ACCESS AND UTILITY EASEMENTS AS SHOWN HEREON PROPERTY DESCRIPTION TRANSFER PARCEL (TRANSFERRED FROM HIDEOUT PARCEL (PARCEL #291102300020) TO PARCEL C (PARCEL #291102300021)) A PARCEL OF LAND SITUATE IN HOMESTEAD ENTRY SURVEY ('H.E.S.) NUMBER 112, SECTION 21 TOWNSHIP 11 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, f STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGININNG AT A POINT ON THE 6-5 LINE OF SAID H.E.S. 112 WHENCE CORNER NO.6 BEARS L UCY COOKS ON S61019'00"W A DISTANCE OF 1341.87 FEET (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A 651 CONUNDRUM CREEK ROAD BEARING OF N 61019'00" E BETWEEN THE FOUND STONES MONUMENTING THE 6-5 LINE OF SAID REC. #55451 ? H.E.S. 112); THENCE S61°19'00"W ALONG SAID 6-5 LINE OF SAID H.E.S. 112 A DISTANCE OF 41.81 FEET; FOUND #5 REBAR THENCE LEAVING SAID 6-5 LINE N25021'00"W A DISTANCE OF 57.72 FEET, THENCE N61°19'00"E A DISTANCE OF 41.81 FEET; THENCE S25021'00"E A DISTANCE OF 57.72 FEET TO THE POINT OF BEGINNING. 85 ' SAID PARCEL OF LAND CONTAINING 2,409 SQUARE FEET, MORE OR LESS FOUND #5 REBAR ° --� RESULTING HIDEOUT PARCEL (PARCEL #291102300020) CONUNDRUM LLC / APPARENT GAP 761 CONUNDRUM CREEK ROAD N83° 49'21 "W 21.50' - (SEE SURVEY NOTE 6) A PARCEL OF LAND SITUATE IN HOMESTEAD ENTRY SURVEY (H.E.S.) NUMBER 112, SECTION 2, REC. #620198 TOWNSHIP 11 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN S74° 47 53++ W 44.93' S8 ..---�• -'S280 27'00"W 19.08 HIGHLAND RANCH LTD STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: S680 52'31 "W 26.31' - N32° 23'03 "W 29.09' 5387 CASTLE CREEK ROAD _ _ -- REC. #218749 (PLAT BK.B PG.41) BEGININNG AT CORNER NO.5 OF SAID H.E.S. 112, A FOUND STONE IN PLACE; THENCE N 83007'39"E S52 51 53 W 29.67 -- ` _ --- 30.0' WIDE EASEMENT FOR COUNTY ROAD ' ALONG THE 5-4 LINE OF SAID H.E.S. 112 A DISTANCE OF 562.15 FEET TO THE SOUTHWEST CORNER OF CENTERLINE EXISTING ROAD PER THIS SURVEY (SEE SURVEY NOTE 7) _ ,-- ` ` _ - PLAT BK. 71 PG. 8 HIGHLANDS RANCH SUBDIVISION RECORDED IN PLAT BOOK 8 AT PAGE 41, WHENCE CORNER NO.4 OF , .-- ` PLAT BK. 71 PG. 85 ' D .E.S. 112 BEARS 83° 07' 39"E 508.69 FEET WITH ALL BEARINGS HEREIN BEING RELATIVE TO A SAID H N ( S48° 55' 10"W 44.1.5' i " (30' FROM CENTERLINE ROAD PER THIS SURVEY) � BEARING OF N 61019'00" E BETWEEN THE FOUND STONES MONUMENTING THE 6-5 LINE OF SAID A0, H.E.S. 112)• THENCE LEAVING SAID 5-4 LINE N 53051'12" W ALONG THE WESTERLY BOUNDARY LINE OF , SAID HIGHLANDS RANCH SUBDIVISION A DISTANCE OF 677.62 FEET; THENCE N320 23 03 W A S50° 10'42 W 74.06' DISTANCE OF 29.09 FEET TO A POINT ON THE CENTERLINE OF CONUNDRUM CREEK ROAD, SAID POINT p9 ALSO BEING THE SOUTHEAST CORNER OF THAT PROPERTY DESCRIBED IN THAT DOCUMENT " RECORDED AS RECEPTION NO. 554517; THENCE LEAVING SAID BOUNDARY LINE OF SAID HIGHLANDS RANCH SUBDIVISION ALONG SAID CENTERLINE OF CONUNDRUM CREEK ROAD AND THE SOUTHERLY S55° 27, 12" W 29.53 / Q BOUNDARY LINE OF SAID RECEPTION NO. 554517 THE FOLLOWING THREE (3) COURSES: ` Q � 1 S 28027'00" W A DISTANCE OF 19.08 FEET • 63° 05' 37"W 13.01 .�� s�0 2) S 69046'00" W A DISTANCE OF 156.85 FEET; ,' 1 3) S 80023'00" W A DISTANCE OF 115.13 FEET TO THE SOUTHWEST CORNER OF SAID RECEPTION FOUND #5 REBAR AND 1.25" CAP NO. 554517 ; THENCE LEAVING SAID SOUTHERLY BOUNDARY LINE N 8304921" W A DISTANCE OF L.S. #28643 21.50 FEET AND CONTINUING ALONG SAID CENTERLINE OF SAID CONUNDRUM CREEK ROAD THE .6' SEVEN1.25" (7) COURSES; CAP 4 FOUND #5 REBAR AND 80 ° . 13. N5 46'00"E 232 l ..FOLLOWING 1 S 7404753" W A DISTANCE OF 44.93 FEET • L.S.#23 � � RESULTING HIDEOUT PARCEL 2) S 68052'31" W A DISTANCE OF 26.31 FEET ;PARCEL \ \ #291102300020 . 3) S 52-51-53" W A DISTANCE OF 29.67 FEET, � 6'I THE -HIDEOUT AT CONUNDRUM LLC' 4) S 48°55'10" W A DISTANCE OF 44.15 FEET; ti' ss�° 780 CONUNDRUM CREEK ROAD 330,661 SQ FT+ 5) S 50°10'42" W A DISTANCE OF 74.06 FEET; , a0� 6) S 55027'12" W A DISTANCE OF 29.53 FEET • �� 50.I. RETAINED LANDS ° vo' 7.591 ACRES+ PER THIS PLAT 7) S 63°05'37" W A DISTANCE OF 13.01 FEET ACCESS AND 56 THENCE LEAVING SAID CENTERLINE OF SAID CONUNDRUM CREEK ROAD S 53041'00" E A DISTANCE OF UTILITY EASEMENT o 80.13 FEET TO THE NORTHEAST CORNER OF THAT PROPERTY RECORDED AS RECEPTION NO. 641616; REC. #6168$1 THENCE ALONG THE BOUNDARY LINE OF SAID RECEPTION NO. 641616 THE FOLLOWING TWO (2) FOUND #5 REBAR AND 1.25" CAP o L.S. #28643 S?1: COURSES: 1) S 53041'00" E A DISTANCE OF 223.31 FEET; SAID 2) S 36019'00" W A DISTANCE OF 225.82 FEET TO THE SOUTHWEST CORNER OF RECEPTION NO. 641616, SAID POINT ALSO BEING THE NORTHEAST CORNER OF THAT PROPERTY RECORDED AS RECEPTION NO. 641617; THENCE LEAVING SAID BOUNDARY LINE OF SAID RECEPTION NO. 641616 S 25021100" E ALONG THE RESULTING PARCEL B 2 ' ' EASTERLY BOUNDARY LINE OF SAID RECEPTION NO. 641617 A DISTANCE OF 51.23 FEET; THENCE' N PARCEL #291102300023 FOUND #s REBAR LEAVING SAID EASTERLY BOUNDARY LINE OF SAID RECEPTION NO. 641617 N 61019'00" E A DISTANCE `'' TIMOTHY AND HEIDI SEMRAU AND 1.25" cAPUMC #2376 OF 41.81 FEET; THENCE S 25021'00" E A DISTANCE OF 57.72 FEET TO A POINT ON THE 6-5 LINE OF `°''- 828 CONUNDRUM R EEK ROAD U 38,598 SQ FT CORNER BEARS CO SAID H.E.S. 112; THENCE N 61019'00"E ALONG SAID 6-5 LINE OF SAID H.E.S. 112 A DISTANCE OF 0 ACRES a s84 17 56 E 1.741 364.01 FEET TO THE POINT OF BEGINNING; 0.886 PER THIS PLAT N SAID PARCEL OF LAND CONTAINING 330,671 SQUARE FEET OR 7.591 ACRES, MORE OR LESS. . �+ OINT HIDEOUT BEGINNING HIDEOUT PARCEL ..-- APPARENT OVERLAP FOUND STONE $° D7' 3911E 562.15 ' N FOR H.E.S. 112 CORNER NO. 5 RESULTING PARCEL C (PARCEL #291102300021) (SEE SURVEY NOTE 6) f, A PARCEL OF LAND SITUATE IN HOMESTEAD ENTRY SURVEY (H.E.S.) NUMBER 112, SECTION 2, TOWNSHIP 11 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: MW lil ASPEN LLC ,00 1053 CONUNDRUM CREEK ROAD y� ° REC. #425149 BEGININNG AT A POINT ON THE 6-5 LINE OF SAID H.E.S. 112'WHENCE CORNER NO.6 BEARS 5 S61019'00"W A DISTANCE OF 1073.13 FEET (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N 61019'00" E BETWEEN THE FOUND STONES MONUMENTING THE 6-5 LINE OF SAID FOUND #5 REBAR AND 1.25" CAP H.E.S. 112); L.S. #2376 USES PROPERTY DESCRIPTION POINT OF BEGINNING 36�' THENCE N36019'00"E A DISTANCE OF 257.38 FEET; THENCE S25°21'00"E A DISTANCE OF 51.23 FEET;o` PARCEL e ' ,.� , RESULTING PARCEL B (PARCEL #291102300023) THENCE N61019'00"E A DISTANCE OF 41.81 FEET; THENCE S25021'00"E A DISTANCE OF 57.72 FEET; SET #5 REBAR AND 1.25" CAP S �a t ►, _ L.S. #28643 THENCE S61 19 00 W ALONG SAID 6 5 LINE OF SAID H.E.S. 112 A DISTANCE OF 268.74 FEET TO THE '�° POINT OF BEGINNING. 0ti9'a0 F 6 SAID PARCEL OF LAND CONTAINING 14,751 SQUARE FEET OR 0.339 ACRES MORE OR LESS. .5�'�� S250 21'00"E 51.23' N61 ° 19'00,"E 41.81', r AREA OF BOUNDARY LINE ADJUSTMENT (HIDEOUT PARCEL (PARCEL #291102300020) TO ° RESULTING PARCEL C PARCEL C PARCEL #291102300021 PER THIS PLAT PARCEL #291102300021 S25 ° 22 ` 00"E 57.72' TIMOTHY AND HEI DI SEMRA U, 01$ ,A/ 828 CONUNDRUM CREEK ROAD NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SU'RVEY.BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. I ■ I I IYS...Y..�.1�1�.11■.Y.YY�I�.�I.**II�I�..I�lY��1...�.1. IY.Y..Ytl■fY.11ll...11! 1.�IY�1 YI.YI I IYI.YYY.1�.1■■I■/Y0YY1■fl �pO 14,751 SQ FT 0.339 ACRES FOUND #5 REBAR AND 1.25„ CAP L.S. #20133 PER THIS P CORNER BEARS S830 02' 28"W 0.60' POINT OF BEGINNING TRANSFER PARCEL POINT OF BEGINNING PARCEL C °9 FOUND #5 REBAR AND 1.25" CAP 56ti L.S. #28643 C EN .I EERIE LLC SOPRIS 1p'13' FOUND #5 REBAR AND 1.25 CAP CIVIL CONSULTANTS Gi Gl L.S. #15710 502 MAIN STREET, SUITE A3 0QPRG��d`� CORNER BEARS N590 58'31"E 4.79' CARBONDALE, COLORADO 81623 FOUND STONE (970) 704-0311 FOR H.E.S. 112 CORNER NO. 6 FOUND STONE FOR H.E.S. 112 CORNER NO.3 r�FC1 0 lb ss�° �ZQQ. �9i ,9> •9Q, / FOUND STONE FOR H.E.S. 112 CORNER NO.4 FOUND STONE FOR H.E.S. 112 CORNER NO.4 508.6911 i --,-j FOUND #5 REBAR AND 1.25" CAP L.S. #20133 THAT PORTION OF H.E.S. NO. 112 SITUATED IN TOWNSHIPS 10 AND 11 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE CORNER NO. 3 OF SAID H.E.S. NO. 112 BEARS N. 4904635"E. 1078.00 FEET (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N 61019'00" E BETWEEN THE FOUND STONES MONUMENTING THE 6-5 LINE OF SAID H.E.S. 112),• THENCE N25°2100" W A DISTANCE OF 288.93 FEET; THENCE N 55050'00" E A DISTANCE OF 91.67 FEET; THENCE N 45° 46 00 E A DISTANCE OF 2.32 FEET; THENCE S 53041'00" E A DISTANCE OF 223.31 FEET; THENCE S 36°19'00" W A DISTANCE OF 225.82 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND CONTAINING 38,598 SQUARE FEET OR 0.886 ACRES, MORE OR LESS. COUNTY OF PITKIN STATE OF COLORADO GRAPHIC SCALE 50 0 25 50 100 ( IN FEET) 1 inch = 50 ft. U.S. SURVEY FEET 200 1 18032.01 CL 02/19/2020 G:\2018\18032\SURVEY\Survey DWGs\Survey Plots\18032 PLAT.dwg ENDMENT A TRACT OF LAND WITHIN THE BOUNDARIES OF THE HOMESTEAD ENTRY SURVEY NO. 112, WITHIN SECTION 21 TOWNSHIP 11 SOUTH, RANGE 85 WEST OF THE 6TH P.M., COUNTY OF PITKIN, STATE OF COLORADO PARCEL ID.# 2911.023 — .,.. TIMOTHY & HEIDI SEMRAU SITE PLAN AM PURPOSE: AMEND THE SITE PLAN RECORDED IN BOOK 112 AT PAGE 83 TO ESTABLISH A NEW DRIVEWAY ALIGNMENT AND TO ABANDON AND RECLAIM EXISTING DRIVEWAY. \ 111 J lk tri • I , C T OUT�A ,. HIDE ONUNDRUM LL z PARCEL ID# 2911023000 a l : 1' L IV EXISTING GRAVEL DRIVEWAY AY TO BE Y ;,ABANDONED E f & RECLAIMEDRE . TO R a PROPOSED FIRE TRUCK �XISTINri Ani;ncroDG n►n-r�c st. TORS Gc -rufc . REVEGETATION NOTES. SEEDING MIX: SOW @ 2LBS./1,000 SF 25% MOUNTAIN BROME 25% SLENDER WHEATGRASS 25% THICKSPIKE WHEATGRASS 10% BLUE WILDRYE 10% FRINGED BROME 4% JUNEGRASS 1% THURBER FESCUE REVEGETATION REQUIREMENTS :.SEEDING 1. ALL SEED MUST BE CERTIFIED WEED FREE. NO SEED CA ONLINE) NOR CAN IT CONTAIN ANY REED CANARY GRAS 2. A VIABLE SEEDBED MUST BE PREPARED BY EITHER DISK 3. PURITY TAGS MUST BE SUBMITTED TO PITKIN COUNTY C 4. A SEED DRILL SHOULD BE USED ON SLOPES THAT ARE L SOIL. 5. ON SLOPES THAT ARE GREATER THAN 2:1 WHERE DRILL SEED ONTO THE SOIL. 6. A PLANTAGO BASED TACKIFIER OR SIMILAR, APPROVED PREVENT WIND FROM BLOWING STRAW OFF THE REVEG 7. THE SITE MUST BE MULCHED WITH WEED -FREE MULCH J 8. IF AREA TO BE REVEGETATED IS CURRENTLY DOMINATE ACCEPTABLE. 9. RECOMMENDED NATIVE SEED MIX (SUBSTITUTIONS MUS LU LU �.f Shrub & Tree I egend QTY Common Name Botanical Name Qt Size 3 t 411 Shrub Deciduous 27'' 6) Elder, Native red—berried Sambucus pubens 28 5 10' (3") 1 Serviceberr , saskatoon amalanchier alnif olio 1 6 #5 Tree Deciduous 01 aspen, quaking [Vopulus tremuloides 26 see plan & "New Tree" Table Tree, Evergreen O 000> Spruce,en elmann Pia enelma�� 3seen & "NewaTree" Table 0 fir, sub—alpine P abies lasiocar a p 2 see plan & "New Tree" Table NEW TREE SUMMARY TABLE L z LU V NEW TREES SIZE QTY TOTAL INCHES ASPEN, SINGLE -TRUNK 2" 13 26" 3 t 411 g 27'' 4 1611 SPRUCE OR FIR 8(2.5") 4 10" 10' (3") 1 3" TOTAL CALIPER INCHES TO BE PLANTED TOWARDS MITIGATION 82 Y -n SITE AMENDMENT SUMMARY: • NEW DRIVEWAY ACCESS FROM THE EAST • RECLAMATION OF EXISTING DRIVEWAY • REVISED AUTOCOURT W/ FIRE TRUCK TURN AROUND AREA • RELOCATED FIRE HYDRANT BASED ON NEW ACCESS , r GRAPHIC SCALE 20 0 10 20 40 ( IN FEET) 1 Inch = 20 ft. m � s k � Y s.. .. .�.. ,... .... ,... .... .,.. r.. .. „ r,. � �. ,. �... , ..:^ v. res. . �.r .. ,. .�.. ., !s•'. ......._ ^ wm _..,:.,':: <a. ., •gs,...>. S : ... ,!• <,.. i'<w stir ..>: #§ 7 .r' .. . ✓. „ 8: :.c .,G .,. Slc :.::1. ^ >t-.> r 6°'A.t >,.�,��,< .a.',kv,' ./ S a 5i af:<.x : . ,,.,:;. <:<., :. < "zy, "'d .� :,.�. .:F-: < � .,r r < :... >.. ,^ ;.. ./;! %,N,'?"3""sae' .- Ad r9< -�, • . R >•: x �,4`'' ti,.2�-.>.� .: � i< Vis° :s `r ?.�.k '�:: �.M.. ��`C�� > ! ?`m'>v'. ' �. � �/�• ��. �tk� > gg � r�:l � �� L = '� .... Y=,>.?>M e,.i ', - � # . , r>$rr � 3. ,.1.. � H• ,�,.>..f„a '4n-.�� :r,x , ,'. ; ... , si. _, .;-: �......' :s?,;"u.x�?'�-r c ' s` rn�<{, ,.�,sta., L r "�„ ��; x `"y%. �'."vrr•�` �, ��::s,S �w-v�'a',S �'«z �' r .: a` t . .f, ,f',. ry- €:. $: tx la,s, a..-..k',<.",°`">rl°i.�' kr< :.'� `� :a• ,s:^',:, g �:,.I,w-Y�.. �'`3' q k ,:`�\ ,cfirc� �;x i a: :,. ,' �' :.�, �.w. K- s ..wz .. >e. ♦ �. x y: \n f,�' ,�` $ -:5.: \1 � s � ; ,� ��av,?".. ✓ h'n'fiw;:x�s6 , °��' .<. �; ��:. ar,�fi .': �" I �'`�.� z". � . p�.� , E 4 � C! {� 'E`. �:. �V • % "�i� ! � JT �`�'t.!c5'.:fNv.<Wx .•$',.- � ,T �' y�f ^ N�.. � � '�` ♦� .��f � s � k }<a , :.:, L x 4 < . ,� , 2 r: v,x'L, :"'"r`.;: � E : � �y �: j " 3: , , . .' .? - l�c> ;.4;ay ,: `S. ,W:�£>.: •..•y\ , :' �4 , �'3o E. �§ �.' .:.,RC'.�`Si � :.i � . �� M' bp. .: <. • q<%R.2e 'y _ .. .. .r C` ,�"', i` ..5,., L,S{ t., , 6te'yy '2 b ": . fie. '.�:.. Y :: <Y AP .... %.I -i <. ✓..,. :> „ -. ., fi. l ;..-.:" , .: k,a ...>..: .� �... .. la a':<.. ,. .� , .� ;:.';!>\.«:.. -,h.:- ✓6 Si.z \ ^4 �' :, ^yrs.. 3. avk VICINITY MAP SCALE: 1" = 2000' GENERAL NOTES 1. EXISTING CONTOURS ARE AT 2 -FT CONTOUR INTERVAL AND BASED ON COUNTY AERIAL TOPOGRAPHY; 2. PROPOSED CONTOURS ARE AT 2 -FT INTERVALS 3. DATE OF FIELD WORK: SEPTEMBER 2010; UPDATED MAY 2014, APRIL 2018 4. DATE OF PREPARATION: AUGUST 2015; UPDATED JULY 2018; UPDATED JANUARY 2020 5. BASIS OF BEARING: A BEARING OF 561019'00"W ALONG THE 5-6 LINE OF H.E.S. 112, ACCORDING TO THE GLO SURVEY RECORDED APRIL 2, 1917, BOTH FOUND SCRIBED STONES IN PLACE, AS SHOWN HEREON. 6. BASIS OF SURVEY: THE RECORD HOMESTEAD ENTRY SURVEY NO. 112 (U.S. PATENT NO. 649821, DATED OCTOBER 4,1918)-- THEPLAT OF HIGHLAND RANCH SUBDIVISION, THE BOUNDARY SURVEY PLAT OF MARTA ,STEINMETZ PROPERTY (REC. #512259), THE AMENDED BOUNDARY SURVEY PLAT OF MARTA STEINMETZ PROPERTY (REC. #569467), VARIOUS DOCUMENTS OF RECORD, AND THE FOUND MONUMENTS, AS SHOWN. 7. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE; INC. UNDER CASE NO. PCT25484W2, EFFECTIVE JANUARY 7, 2020. 8. WILDFIRE HAZARD RATING: MODERATE TO SEVERE 9. THERE IS NOT A FEMA FLOODPLAIN WITHIN THE PROPOSED ACTIVITY ENVELOPE. THE PROPOSED ACTIVITY ENVELOPE FALLS WITHIN FIRM PANEL ID's 08097CO225C and 08097CO300C. 10. THERE IS NOT ANY HISTORICALLY IRRIGATED AREA WITHIN THE ACTIVITY ENVELOPE. OWNER'S ACKNOWLEDGEMENT THE OWNER ACKNOWLEDGES BEING INFORMED BY PITKIN COUNTY OF THE EXISTENCE OF "ENVIRONMENTAL HAZARD AREAS" THAT MIGHT AFFECT THE PROPERTY, ANY IMPROVEMENTS, AND THE USE THEREOF. THE PROVISIONS OF THE PITKIN COUNTY REGULATIONS DO NOT IN ANY WAY ASSURE OR IMPLY THAT THE AREAS OUTSIDE OF DESIGNATED HAZARD AREAS WILL BE FREE FROM HAZARDS OR THAT APPROVED MITIGATION MEASURES WILL GUARANTEE THE SAFETY OF THE PROPERTY. s TIMOTHY & HEIDI SEMRAU COMMUNITY DEVELOPMENT DIRECTOR'S APPROVAL THIS ACTIVITY ENVELOPE PLAN HAS BEEN REVIEWED AND APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN COUNTY THIS Zt DAY OF 2020 AND IS SUBJECT TO ADMINISTRATIVE DECISION N0. i_Y-202T,RECORDED AS RECEPTION NOM011 It rd t CIND OUBEN, COMMUNITY DEVELOPMENT DIRECTOR CLERK AND RECORDER'S CERTIFICATE THIS ACTIVITY ENVELOPE PLAN HAS BEEN ACCEPTED FOR RECORDING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO THIS aS DAY OF r , 2020 IN PLAT BOOK AT PAGE 3 AS RECEPTION NO. �I tOq 4 PITKIN COUNTY CLERK AND RECORDER o O Ci C r o 00� U fA � t7 Y M M � W �. C14 Im W N SEAL:d ZrN O 000> CL o 4) W F- U U C W CL IL ; 80 m � s k � Y s.. .. .�.. ,... .... ,... .... .,.. r.. .. „ r,. � �. ,. �... , ..:^ v. res. . �.r .. ,. .�.. ., !s•'. ......._ ^ wm _..,:.,':: <a. ., •gs,...>. S : ... ,!• <,.. i'<w stir ..>: #§ 7 .r' .. . ✓. „ 8: :.c .,G .,. Slc :.::1. ^ >t-.> r 6°'A.t >,.�,��,< .a.',kv,' ./ S a 5i af:<.x : . ,,.,:;. <:<., :. < "zy, "'d .� :,.�. .:F-: < � .,r r < :... >.. ,^ ;.. ./;! %,N,'?"3""sae' .- Ad r9< -�, • . R >•: x �,4`'' ti,.2�-.>.� .: � i< Vis° :s `r ?.�.k '�:: �.M.. ��`C�� > ! ?`m'>v'. ' �. � �/�• ��. �tk� > gg � r�:l � �� L = '� .... Y=,>.?>M e,.i ', - � # . , r>$rr � 3. ,.1.. � H• ,�,.>..f„a '4n-.�� :r,x , ,'. ; ... , si. _, .;-: �......' :s?,;"u.x�?'�-r c ' s` rn�<{, ,.�,sta., L r "�„ ��; x `"y%. �'."vrr•�` �, ��::s,S �w-v�'a',S �'«z �' r .: a` t . .f, ,f',. ry- €:. $: tx la,s, a..-..k',<.",°`">rl°i.�' kr< :.'� `� :a• ,s:^',:, g �:,.I,w-Y�.. �'`3' q k ,:`�\ ,cfirc� �;x i a: :,. ,' �' :.�, �.w. K- s ..wz .. >e. ♦ �. x y: \n f,�' ,�` $ -:5.: \1 � s � ; ,� ��av,?".. ✓ h'n'fiw;:x�s6 , °��' .<. �; ��:. ar,�fi .': �" I �'`�.� z". � . p�.� , E 4 � C! {� 'E`. �:. �V • % "�i� ! � JT �`�'t.!c5'.:fNv.<Wx .•$',.- � ,T �' y�f ^ N�.. � � '�` ♦� .��f � s � k }<a , :.:, L x 4 < . ,� , 2 r: v,x'L, :"'"r`.;: � E : � �y �: j " 3: , , . .' .? - l�c> ;.4;ay ,: `S. ,W:�£>.: •..•y\ , :' �4 , �'3o E. �§ �.' .:.,RC'.�`Si � :.i � . �� M' bp. .: <. • q<%R.2e 'y _ .. .. .r C` ,�"', i` ..5,., L,S{ t., , 6te'yy '2 b ": . fie. '.�:.. Y :: <Y AP .... %.I -i <. ✓..,. :> „ -. ., fi. l ;..-.:" , .: k,a ...>..: .� �... .. la a':<.. ,. .� , .� ;:.';!>\.«:.. -,h.:- ✓6 Si.z \ ^4 �' :, ^yrs.. 3. avk VICINITY MAP SCALE: 1" = 2000' GENERAL NOTES 1. EXISTING CONTOURS ARE AT 2 -FT CONTOUR INTERVAL AND BASED ON COUNTY AERIAL TOPOGRAPHY; 2. PROPOSED CONTOURS ARE AT 2 -FT INTERVALS 3. DATE OF FIELD WORK: SEPTEMBER 2010; UPDATED MAY 2014, APRIL 2018 4. DATE OF PREPARATION: AUGUST 2015; UPDATED JULY 2018; UPDATED JANUARY 2020 5. BASIS OF BEARING: A BEARING OF 561019'00"W ALONG THE 5-6 LINE OF H.E.S. 112, ACCORDING TO THE GLO SURVEY RECORDED APRIL 2, 1917, BOTH FOUND SCRIBED STONES IN PLACE, AS SHOWN HEREON. 6. BASIS OF SURVEY: THE RECORD HOMESTEAD ENTRY SURVEY NO. 112 (U.S. PATENT NO. 649821, DATED OCTOBER 4,1918)-- THEPLAT OF HIGHLAND RANCH SUBDIVISION, THE BOUNDARY SURVEY PLAT OF MARTA ,STEINMETZ PROPERTY (REC. #512259), THE AMENDED BOUNDARY SURVEY PLAT OF MARTA STEINMETZ PROPERTY (REC. #569467), VARIOUS DOCUMENTS OF RECORD, AND THE FOUND MONUMENTS, AS SHOWN. 7. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE; INC. UNDER CASE NO. PCT25484W2, EFFECTIVE JANUARY 7, 2020. 8. WILDFIRE HAZARD RATING: MODERATE TO SEVERE 9. THERE IS NOT A FEMA FLOODPLAIN WITHIN THE PROPOSED ACTIVITY ENVELOPE. THE PROPOSED ACTIVITY ENVELOPE FALLS WITHIN FIRM PANEL ID's 08097CO225C and 08097CO300C. 10. THERE IS NOT ANY HISTORICALLY IRRIGATED AREA WITHIN THE ACTIVITY ENVELOPE. OWNER'S ACKNOWLEDGEMENT THE OWNER ACKNOWLEDGES BEING INFORMED BY PITKIN COUNTY OF THE EXISTENCE OF "ENVIRONMENTAL HAZARD AREAS" THAT MIGHT AFFECT THE PROPERTY, ANY IMPROVEMENTS, AND THE USE THEREOF. THE PROVISIONS OF THE PITKIN COUNTY REGULATIONS DO NOT IN ANY WAY ASSURE OR IMPLY THAT THE AREAS OUTSIDE OF DESIGNATED HAZARD AREAS WILL BE FREE FROM HAZARDS OR THAT APPROVED MITIGATION MEASURES WILL GUARANTEE THE SAFETY OF THE PROPERTY. s TIMOTHY & HEIDI SEMRAU COMMUNITY DEVELOPMENT DIRECTOR'S APPROVAL THIS ACTIVITY ENVELOPE PLAN HAS BEEN REVIEWED AND APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN COUNTY THIS Zt DAY OF 2020 AND IS SUBJECT TO ADMINISTRATIVE DECISION N0. i_Y-202T,RECORDED AS RECEPTION NOM011 It rd t CIND OUBEN, COMMUNITY DEVELOPMENT DIRECTOR CLERK AND RECORDER'S CERTIFICATE THIS ACTIVITY ENVELOPE PLAN HAS BEEN ACCEPTED FOR RECORDING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO THIS aS DAY OF r , 2020 IN PLAT BOOK AT PAGE 3 AS RECEPTION NO. �I tOq 4 PITKIN COUNTY CLERK AND RECORDER A TRACT OF LAND SITUATE WITHIN THE BOUNDARIES OF HOMESTEAD ENTRY SURVEY NO. 1125 IN SECTION 2, TOWNSHIP 1 1 SOUTH, RANGE 85 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 2 n #'W 2 --I SLOPE ANALYSIS 5�0 �ENTb NG-' .......... EY J_ EA Ts,su (SE� 4VtY"NOTE�v, . ............ . ....... 27',1-2!W 29.5� w -S63 137 301 - ---------- 2 _w -00 --W 23 40 03 FOUN9#5- BAR -RE 77 /V450 46'60"E 2.32 3 WID _E , A�S�M EN H, -Coutqy 0�O T OR RO .(�G�RdM r!L,Rb P AAM 'J�w' now '85 LEGEND -PLAT k -7-1,0G. 8 PLA, BK. . PQ. PROPERTY LINE E�IiEtENT-$URV\f_4 = = m m = OPOSED ACTIVITY ENVELOPE -8710 EXISTING MAJOR CONTOUR (10' INTERVAL) G MINOR CONTOUR (2'INTERVAL) 8710 PROPOSED MAJOR CONTOUR (101 INTERVAL) **7 PROPOSED MINOR CONTOUR (2'INTERVAL) *'ow 15% 30% SLOPES Oft 4% IAo% I45% SLOPES *40' 30% 001, GREAT ER THAN 45% SLOPES 4�* I�10 69) REBA' p f5 FQLlN C ...... . ... AP AND 1.25' L.S.��2�7)6 i�CO N�R �RS p BE )S84-11'5�"E'1.74' I'FO-UND #5 REBAR ANI 376 6 wo ol w# am 29643 L.S' C! *00 'ook, N 4F 00 41*1 Lj 00 w '81 --- ------ cl Co Co 04 100- ------ 41.'81 I-- - - ------ z �e 00 6:4-.01- _3A p 0 ---- --- EL ai ------ -------- (�Asl' 9 j5'--� - ----- -- ------ 0- ------------ tOW-1 tNEI -.N'(A 19 - - ---- - ------ - 29 - ( , E CL . ........... -2 . ..... - - - POINT OF BEGINNIN� ---- - ---- FOU HIDEOUT PARCEL ND STONE RNER NO. 5 - - ----- FOR H.E.S. 112 CO ------ FOUND #5 REBAR AND 1.25 CAP ------ --- -------- PROPERTY DESCRIPTION L.S. #20133 - ----- CORNER BEARS S830 02' 28"W 0.60' -0 RECORDED AS RECEPTION NO. Lp U (9 A PARCEL OF LAND SITUATE IN HOMESTEAD ENTRY'SURVEY (H.E.S.) NUMBER 112, SECTION 2, TOWNSHIP 11 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY OF PITKIN, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGININNG AT CORNER NO. 5 OF SAID H.E.S. 112, A FOUND STONE IN PLACE; THENCE N 83007'39 E ALONG THE 5-4 LINE OF SAID H.E.S. 112 A DISTANCE OF 562.15 FEETTO THE SOUTHWEST CORNER OF HIGHLANDS RANCH --SUBDIVISION RECORDED IN PLAT BOOK 8 AT PAGE 41, WHENCE CORNER NO. 4 OF SAID H.E.S. 112 BEARS N83- 07139"E 508.69 FEET (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N 61019'00" E BETWEEN THE FOUND STONES MONUMENTING THE 6-5 LINE OF SAID H.E.S. 112); Lu > UNDARY LINE OF SAID HIGHLANDS RANCH SUBDIVISION A DISTANCE OF 677.62 FEET; THENCE z THENCE LEAVING SAID 5-4 LINE N 53051'12" W ALONG THE WESTERLY BO N32023'03,,w A DISTANCE OF 29.09 FEET TO A POINT ON THE CENTERLINE OF CONUNDRUM CREEK ROAD, SAID POINT ALSO BEING THE SOUTHEAST CORNER OF THAT PROPERTY DESCRIBED IN THAT DOCUMENT RECORDED AS RECEPTION NO. 554517; THENCE LEAVING SAID BOUNDARY LINE OF SAID HIGHLANDS RANCH SUBDIVISION FOUND #5 REBAR AND 1.25" CAP I L.S. #20133 u < ALONG SAID CENTERLINE OF CONUNDRUM CREEK ROAD AND THE SOUTHERLY BOUNDARY LINE OF SAID RECEPTION NO. 554517 THE FOLLOWING THREE (3) COURSES: 1) S 28027-00" W A DISTANCE OF 19.08 FEET; 2) S 69046'00" W A DISTANCE OF 156.85 FEET; Lu a- '00" W A DISTANCE OF 115.13 FEET TO THE SOUTHWEST CORNER OF SAID RECEPTION NO. 554517; THENCE LEAVING SAID SOUTHERLY BOUNDARY LINE N 0 3) S80023 Lu > 83049'21 W A DISTANCE OF 21.50 FEET AND CONTINUING ALONG SAID CENTERLINE OF SAID CONUNDRUM CREEK ROAD THE FOLLOWING SEVEN (7) COURSES; z w 1) S 74047-53" W A DISTANCE OF 44.93 FEET; 2) S 68052'31" W A DISTANCE OF 26.31 FEET; u '3) 52051'53 W A DISTANCE OF 29.67 FEET; 4) S 48055'10" W A DISTANCE OF 44.15 FEET; Lu 5) S 50010-42" W A DISTANCE OF 74.06 FEET; f� 6) S 55027'.12" W A DISTANCE OF 29.53 FEET;- 7) S 63005'37" W A DISTANCE OF 13.01 FEET; 10- THENCE LEAVING SAID CENTERLINE OF SAID CONUNDRUM CREEK ROAD S-53041'00" E A DISTANCE OF 80.13 FEET TO THE NORTHEAST CORNER OF THAT, PROPERTY GRAPHIC SCALE RECORDED AS RECEPTION NO.. 641616; THENCE ALONG THE BOUNDARY LINE OF SAID RECEPTION NO. 641616 THE FOLLOWING TWO (2) COURSES: 1) S 53041'00" E A DISTANCE OF 223.31 FEET; 50 0 25 50 100 200 2) S 36019'00" W A DISTANCE OF 225.82 FEET TO THE SOUTHWEST CORNER OF SAID RECEPTION NO. 641616, SAID POINT ALSO BEING THE NORTHEAST CORNER OF THAT > PROPERTY RECORDED AS RECEPTION NO. 641617; THENCE LEAVING SAID BOUNDARY LINE OF SAID RECEPTION NO. 641616 S 25021'00" E ALONG THE EASTERLY BOUNDARY LINE OF SAID RECEPTION NO. 641617 A DISTANCE IN FEET) OF 51.23 FEET; THENCE LEAVING SAID EASTERLY BOUNDARY LINE OF SAID RECEPTION NO. 641617 N 61*19'00" E A DISTANCE OF 41.81 FEET; THENCE S 25021'00" E A 1 inch 50 ft. -5 LINE OF SAID H.E.S. 112 A DISTANCE OF 364.01 FEET TO DISTANCE OF 57.72 FEET TO A POINT ON THE 6-5 LINE OF SAID H.E.S. 112; THENCE N-61019'00" E ALONG SAID 6 THE POINT OF BEGINNING; I.SAID PARCEL OF LAND CONTAINING 330,671 SQUARE FEET OR 7.591 ACRES, MORE OR LESS. 0 CL T- 0 C-4 N CO N 0 o & I r"A *E a)(% CL n VICINITY MAP PURPOSE: SCALE: 1" = 2000' PURPOSE OF THIS ACTIVITY ENVELOPE & SITE PLAN IS TO ESTABLISH A DRIVEWAY ALIGNMENT AND AN ACTIVITY ENVELOPE FOR THE DRIVEWAY AND FUTURE SINGLE-FAMILY RESIDENCE. COMMUNITY DEVELOPMENT DIRECTOR'S APPROVAL THI�_ACTIVITY ENVELOPE PLAN HAS BEEN REVIEWED AND APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN COUNTY THIS ZffDAY OF 2020 AND IS SUBJECT TO ADMINISTRATIVE DECISION NO.jf_,-20ff, RECORDE'D AS RECEPTION NO.(A'ou "m I if - C:Z� V.- -v o (v (.0 -%s CIN OUBEN, COMMUNITY DEVELOPMENT DIRECTOR CLERK AND RECORDER'S CERTIFICATE THIS ACTIVITY ENVELOPE PLAN HAS BEEN ACCEPTED FOR RECORDING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO THIS a d DAY OF Fe lo 2020 IN PLAT BOOK12SAT PAGE qO AS RECEPTION NO. (o(03M. � lb - 11 IL. - PITKIN COUNTY CLERK AND RECORDER GENERAL NOTES 1) DATE OF FIELD WORK: FEBRUARY - JUNE 2018. 2) DATE OF PREPARATION: AUGUST 2019; UPDATED JANUARY 2020 & FEBRUARY 2020 3) LINEAR UNITS: THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 4) BASIS OF BEARING: A BEARING OF S61*19'00"W ALONG THE 5-6 LINE OF H.E.S. 112, ACCORDING TO THE GLO SURVEY RECORDED APRIL 2, 1917, BOTH FOUND SCRIBED STONES IN PLACE, AS SHOWN HEREON. 5) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/011 TITLE OF RECORD, SE RELIED UPON THE TITLE COMMITMENT PREPARED BY TITLE COMPANY OF THE ROCKIES UNDER COMMITMENT NO. TBDO706155-C, EFFECTIVE DECEMBER 20, 2019. 6), ORIGINAL STONE MONUMENTS FOR THE H.E.S. 112 CORNERS WERE LOCATED AS A PART OF THIS SURVEY. HOWEVER, THE FOUND POSITIONS OF THESE MONUMENTS, HOLDING THE BASIS OF BEARING OUTLINED IN NOTE 4, DIFFER FROM SAID RECORD PLAT. THE RECORD PROPERTY DESCRIPTIONS, SHOWN ON THIS SURVEYI ARE POSITIONED BASED ON THE FOUND H.E.S. NO. 112 CORNER MONUMENTS AND THE SAID DESCRIPTION TIES TO THEM, WHICH CREATES THE APPARENT GAPS AND OVERLAPS IDENTIFIED HEREON. 7) CONUNDRUM CREEK ROAD, AS SHOWN HEREON IS BASED ON FIELD AS-BUILTS OF THE PRESENT ROAD ALIGNMENT. PHYSICAL INSPECTION BY SOPRIS ENGINEERING AND PAROL EVIDENCE FROM CLIENT INDICATE THAT THE CURRENT ALIGNMENT IS CONSISTENT WITH THE ROAD'S ALIGNMENT AT THE TIME THE PROPERTIES WERE ACQUIRED. 8) LOCATION OF EXISTING WETLANDS, HISTORIC SEEP AND ALTERED SEEP PATHS PROVIDED BY SGM BASED ON FIELD WORK DATED AUG. 8, 2019 GRAPHIC SCALE 0 25 50 100 ( IN FEET) 1 inch = 50 ft. 41 HIDEOUT AT CONUNDRUM LL'C PARCEL IDO 291102300020 ACTIVITY ENVELOPE, SITE PLAN A TRACT OF LAND SITUATE WITHIN THE BOUNDARIES OF,HOMESTEAD ENTRY SURVEY NO. 11 27 IN SECTION 2, TOWNSHIP 1 1 SOUTH, RANGE 85 WEST OF THE ------ ...... . . . ........ . ... ... .... - ----- . ..... .. 6th P.M. COUNTY OF PITKIN7 STATE OF COLORADO SHEET 2 OF 2 . . . ....... . ...... GRADING & LANDSCAPING PLAN �`CONUNDRU -L M QNUNDR`UM-CR 'A �EK Rb R "#620198 . ..... EC. -52-'3'1 "W \0 LUC 1W - Nut EK OAb, E' C �Tt6�E,�,,E 1. 11"CO THIS,SUAyE RO�D, �EA ($t S,jJ �YtY!� t4qT� 7) 55" 27',12-"W 29.53 . ... .... .... . . .... -S;63 7 1361 5 011WA -1�5 ....... . .... - - ------ 802 ......... . . ......... 101, 2�1�3'03!W' 29.09' REBA 45 Fb6ND 1:� N45 0 60Y 2.32 I46 ENT F b OR,,COUN`TY R q G(. a'-, PLAT�B,710 5505, I. . ........ G. 5 BK P A P L A%, V -FROM i Rb O'Ek,kEtENT-SPRVEY .. . . . ...... . Ilow*\ ft UTILITY -ENVELOPE ... ........ ..... . ....... -fb:,Igi PARd . ...... 4N SEMRAU, TIMOTHY AND H6% SF± Shrub Tree Legenc SIZE Common Name Botanicil Name Uty I �-ze Shrub, Deciduous 12 36tI 411 Elder, Native, red—berr*ed Sambucus pubens 15 #5 8(2.5") Serviceb irry, saskatoon arnalanchier aln'folia 3 12'(4") 1 411 Tree, Deciduous aspen quakinq populus tremuloides ( An & "New Tree" Table Tree, Evergreen Spruce, engelm onn P*cea enqelmanii 7 se e plan & I) New I ree 1) I able fir, sub—alpine ab*es lasiocarpa �14 see plan & "New Tree" Table LU Uj 0 LU 0 LU z U 0 _j Uj 50 GRAPHIC SCALE 0 25 50 100 ( IN FEET) 1 inch = 50 ft. 41 HIDEOUT AT CONUNDRUM LL'C PARCEL IDO 291102300020 ACTIVITY ENVELOPE, SITE PLAN A TRACT OF LAND SITUATE WITHIN THE BOUNDARIES OF,HOMESTEAD ENTRY SURVEY NO. 11 27 IN SECTION 2, TOWNSHIP 1 1 SOUTH, RANGE 85 WEST OF THE ------ ...... . . . ........ . ... ... .... - ----- . ..... .. 6th P.M. COUNTY OF PITKIN7 STATE OF COLORADO SHEET 2 OF 2 . . . ....... . ...... GRADING & LANDSCAPING PLAN �`CONUNDRU -L M QNUNDR`UM-CR 'A �EK Rb R "#620198 . ..... EC. -52-'3'1 "W \0 LUC 1W - Nut EK OAb, E' C �Tt6�E,�,,E 1. 11"CO THIS,SUAyE RO�D, �EA ($t S,jJ �YtY!� t4qT� 7) 55" 27',12-"W 29.53 . ... .... .... . . .... -S;63 7 1361 5 011WA -1�5 ....... . .... - - ------ 802 ......... . . ......... 101, 2�1�3'03!W' 29.09' REBA 45 Fb6ND 1:� N45 0 60Y 2.32 I46 ENT F b OR,,COUN`TY R q G(. a'-, PLAT�B,710 5505, I. . ........ G. 5 BK P A P L A%, V -FROM i Rb O'Ek,kEtENT-SPRVEY .. . . . ...... . Ilow*\ ft UTILITY -ENVELOPE ... ........ ..... . ....... -fb:,Igi PARd . ...... 4N SEMRAU, TIMOTHY AND H6% SF± Shrub Tree Legenc SIZE Common Name Botanicil Name Uty I �-ze Shrub, Deciduous 12 36tI 411 Elder, Native, red—berr*ed Sambucus pubens 15 #5 8(2.5") Serviceb irry, saskatoon arnalanchier aln'folia 3 12'(4") 1 411 Tree, Deciduous aspen quakinq populus tremuloides ( An & "New Tree" Table Tree, Evergreen Spruce, engelm onn P*cea enqelmanii 7 se e plan & I) New I ree 1) I able fir, sub—alpine ab*es lasiocarpa �14 see plan & "New Tree" Table 0.886 ACRES± ...... NEW TREE SUMMARY TABLE �00 PARC H I D E0_Vj A, v1U I R C 330,661 SF± ...... low 7.591 R S± PER SUBDIVISION EXEMPTON LOT IFOU'Up #5 REBAR fM E N T', LfNE-ADJUS 1.2 LAP AND NEW TREES SIZE QTY TOTAL INCHES ASPEN, SINGLE -TRUNK 211 17 3411 311 12 36tI 411 1 411 SPRUCE OR FIR 6(1.5) 7 10.511 8(2.5") a 2011 101(311) 5 1511 12'(4") 1 411 TOTAL CALIPER INCHES TO BE PLANTED TOWARDS MITIGATION 123.5 COR N�R BEARS . ..... :S84 17'56"E, G1 1.74' NOTE: FINAL LANDSCAPING PLAN TO BE SUBMITTED WITH FUTURE PERMIT. 00 > REVEGETATION NOTES .... ....... . ..... 0 AIIIIIIF -TING S W @ 2LBS./1,000 SF ISEEDING MIX: SO GRAVE RRIVE 25N11,,CAP FaU BAR -A Nb_1 ND 45RE #2376 40, 25% MOUNTAIN BROME 25% SLENDER WHEATGRASS SET #5,,REBAk AND-,iiS" S' om-'�m -9 FR'W* 25% THICKSPIKE WHEATGRASS L. -#28643 �:SE� \\25 -FT 10% BLUE WILDRYE �A - ----- ........ EAFW); t�L-- lu 10% FRINGED BROME WETLANM & STR 4% JUNEGRASS, I 0, Sp RVEfNOTE 10 $HT, 00 1% THURBER FESCUE on no mm 4�6-- 100 ...... ATibN OF END OF 4% moo PROX. LOC A ... ... �7 I U SEEDING REVEGETATION REQUIREMENTS ..... ... ..... .... . ....... ........ . T . . .... 41. EY NO F 8SHT,.. ...... . APPRpK',OCATION 5uRV 1. ALL SEED MUST BE CERTIFIED WEED FREE. NO SEED CAN CONTAIN ANY SPECIES ON THE COUNTY OR STATE NOXIOUS WEED LISTS (AVAILABLE PARCE611): fEi4ia R -OF HISTORIC -5 E, ISEMRAU, TIM - ----- ....... I 11VI "'SURVE I t'8 SHT ONLINE) NOR CAN IT CONTAIN ANY REED CANARY GRASS (PHALARIS ARUNDINACEA), A CANDIDATES FOR THE COUNTY LIST: . ... ....... 14j75 F±,' I '- I !�'j , 11 - -1 .1-1-1 11 11. 1- " . ......... .......... ....... . . . ........ 2. A VIABLE SEEDBED MUST BE PREPARED BY EITHER DISKING OR HAND RAKING. .......... .......... 3. PURITY TAGS MUST BE SUBMITTED TO PITKIN COUNTY COMMUNITY DEVELOPMENT PRIOR TO INSTALLATION. 'ION ...... 'DIVERS- 0.339 ACR�S+,' - .1 I 11 , � / \ Lo ...... .... HON -C* . .......... . --- ---- AP -L &.4JIST ORICS -EP (ALTEREj;�CHNN 4. A SEED DRILL SHOULD BE USED ON SLOPES THAT ARE LESS THAN 2:1, AND THE DRILL TUBE SPACING SHOULD BE 6-7 INCHES SEED INTO THE E .... .... . . ..... .... .... .. ........ ... . ...... f - ..... ...... ........ ....... . ..... ... .. . ....... 6 ------ ....... -6 IVEY- SOIL `5 LtNE-) [OTE -8 1:jbq'�3 5' -B 'E, . . ........ ECT -A . . .... .... . ---- --- 5. ON SLOPES THAT ARE GREATER THAN 2:1 WHERE DRILLING THE SEED IS NOT PRACTICAL, HAND RAKING IS REQUIRED TO INCORPORATE THE .. . ....... . .... ....... . ........ . ....... ...... .... .. . ... -f N"'OF-EXIST "LOCA SEED ONTO THE SOIL. F�t E HTC JBA . . .... ...... ...... HE "M 6 V' . . ..... _E a's 'I .. ...... TY 0T .. .... .. . . ...... . . ...... ... ........ 6. A PLANTAGO BASED TACKIFIER OR SIMILAR, APPROVED PRODUCT MUST BE APPLIED ON ALL MULCH AT THE RATE OF 150 LBS. PER ACRE TO . . ......... ......... ...... ----- ------- WIND FROM BLOWING STRAW OFF THE REVEGETATED AREAS. .... .. UNITED STATES FOREST POINT OF BEGINNING' -FREE MULCH AFTER PLANTING. MULCH SHOULD BE APPLIED AT THE RATE OF 2 TONS PER ACRE. SERVICE HIDEOUT PARCEL . ....... 7. THE SITE MUST BE MULCHED WITH WEED FOUND STONE .............. 8. IF AREA TO BE REVEGETATED IS CURRENTLY DOMINATED BY PASTURE GRASSES, THE PITKIN COUNTY DRY OR IRRIGATED PASTURE MIX IS .... ....... FOR H.E.S. 112 CORNER NO. 5 . ..... ..... ..... ACCEPTABLE. . ......... FOUND #5 REBAR AND 1.25" CAP . ...... . L.S. #20133 ... . ..... 9. RECOMMENDED NATIVE SEED MIX (SUBSTITUTIONS MUST BE APPROVED BY VEGETATION SPECIALIST PRIOR TO INSTALLATION) .. ....... . ...... . ... CORNER BEARS S830 02'28"W 0.60' ... ... . ....... ...... ... . . ... . ..... . ........ ........ . ......... ... ...... ...... -�ND PROPERTY LINE = m m PROPOSED ACTIVITY ENVELOPE . ...... EXISTING MAJOR CONTOUR (101 INTERVAL) FOUND #5 REBAR AND 1.25" CAP ........ ...... ......... ... EXISTING MINOR CONTOUR (2'INTERVAL) L.S. #20133 8710 PROPOSED MAJOR CONTOUR (10- INTERVAL) PROPOSED MINOR CONTOUR (2- INTERVAL) 200 PROPOSED CULVERT M Ln IIIII LEULNU PER PER pmm ( IN FEET) ' 1 inch = 20 ft. ,�, �.,. ^< ✓�,^.>. hr -Mfl s. £ < b '� 's `.a �,s�'�' (. s.,,... .. ::.- h :��.,u�,;;,rd �.� �� .��` '�``"^r✓a� �`� 4'�:>^��.�`°' ��.:: s;x .z?:��z,. .a?>J:. r . � � ! b4` s,,. � r` zz % ��'=?1 '� '�<:et d f.v<Y'.: �?:c � � � t4, k. � 'x.�'�•� .:,: ,, ��.. � xy .,� r - . � �� 8 ,a , _,g.,'`k `,, :'" � w � `�: ..'� {{ iv, .- .. ',x..? ..skr• r:F;> `'�.. xr ':� '� .,.5 s($ .,.2 . � 3 �:: :, a.x x .., /n m .. � , a��i ,,.r:>:z �. Fl ✓ !_ .'��d �:.; ..Ix 2:'�3�+-� X,:,rs,�<x '":`�::: �_'«,<�':':��w�. ,.:'Y� �� '' �R- :''� �� a:. 3'�� s;s��3 .� w >'v;-.:.:, E, g ..;:. s .$s. :I m<. ty'� .m,,.r >-R=.kY ',sw;`a•.w,s. ,: su '^�c y . '1r . a. :;i: ,'�l:R'«.'� VICINITY MAP SCALE: 1" = 2000' GENERAL NOTES 1) DATE OF FIELD WORK: FEBRUARY - JUNE 2018 2.) DATE OF PREPARATION: AUGUST 2019; UPDATED JANUARY 2020 & FEBRUARY 2020. 3) LINEAR UNITS: THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 4) BASIS OF BEARING: A BEARING OF S61°19'00"W ALONG THE 5-6 LINE OF H.E.S. 112, ACCORDING TO THE GLO SURVEY RECORDED APRIL 2, 1917, BOTH FOUND SCRIBED STONES IN PLACE, AS SHOWN HEREON. 5) THIS ACTIVITY ENVELOPE PLAN DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE, INC. UNDER CASE NO. PCT25484W2, EFFECTIVE JANUARY 7, 2020 I OWNER'S ACKNOWLEDGEMENT THE OWNER ACKNOWLEDGES BEING INFORMED BY PITKIN COUNTY OF THE EXISTENCE OF "ENVIRONMENTAL HAZARD AREAS" THAT MIGHT AFFECT THE PROPERTY, ANY IMPROVEMENTS, AND THE USE THEREOF. THE PROVISIONS OF THE PITKIN COUNTY REGULATIONS DO NOT IN ANY WAY ASSURE OR IMPLY THAT THE AREAS OUTSIDE OF DESIGNATED HAZARD AREAS WILL BE FREE FROM HAZARDS OR THAT APPROVED MITIGATION MEASURES WILL GUARANTEE THE SAFETY OF THE PROPERTY. Jor TIMOTHY & HEIDI SEMRAU COMMUNITY DEVELOPMENT DIRECTOR'S APPROVAL THJ5 ACTIVITY ENVELOPE PLAN HAS BEEN REVIEWED AND APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN COUNTY THIS '® DAY OF &", 2020 AND IS SUBJECT TO ADMINISTRATIVE DECISION NO. -2020, RECORDED AS RECEPTION NO. -&(* M AA9 „CINDY WuBEN, COMMUNITY DEVELOPMENT DIRECTOR ®� �J l CLERK AND RECORDER'S CERTIFICATE THIS ACTIVITY ENVELOPE PLAN HAS BEEN ACCEPTED FOR RECORDING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO THIS DAY OF F Pb 2020 IN PLAT BOOK AT PAGE AS RECEPTION NO.1. PITKIN COUNTY CLERK AND RECORDER — — — PROPERTY LINE' ACTIVITY ENVELOPE LINE ...... __: j';_ ______. __.m,.,_-- EXISTING MAJOR CONTOUR (10' INTERVAL) W_ _.._.. 8 < 3 _._......_._ w_.._ EXISTING MINOR CONTOUR (2' INTERVAL) Lu s75o PROPOSED MAJOR CONTOUR (10' INTERVAL) 8748 PROPOSED MINOR CONTOUR (2' INTERVAL) 15% - 30% SLOPES O _ 4 30./0 45 /o SLOPES .0 GREATER THAN 45% SLOPES L GRAPHIC SCALE 20 0 10 20 40 80 PER PER pmm ( IN FEET) ' 1 inch = 20 ft. ,�, �.,. ^< ✓�,^.>. hr -Mfl s. £ < b '� 's `.a �,s�'�' (. s.,,... .. ::.- h :��.,u�,;;,rd �.� �� .��` '�``"^r✓a� �`� 4'�:>^��.�`°' ��.:: s;x .z?:��z,. .a?>J:. r . � � ! b4` s,,. � r` zz % ��'=?1 '� '�<:et d f.v<Y'.: �?:c � � � t4, k. � 'x.�'�•� .:,: ,, ��.. � xy .,� r - . � �� 8 ,a , _,g.,'`k `,, :'" � w � `�: ..'� {{ iv, .- .. ',x..? ..skr• r:F;> `'�.. xr ':� '� .,.5 s($ .,.2 . � 3 �:: :, a.x x .., /n m .. � , a��i ,,.r:>:z �. Fl ✓ !_ .'��d �:.; ..Ix 2:'�3�+-� X,:,rs,�<x '":`�::: �_'«,<�':':��w�. ,.:'Y� �� '' �R- :''� �� a:. 3'�� s;s��3 .� w >'v;-.:.:, E, g ..;:. s .$s. :I m<. ty'� .m,,.r >-R=.kY ',sw;`a•.w,s. ,: su '^�c y . '1r . a. :;i: ,'�l:R'«.'� VICINITY MAP SCALE: 1" = 2000' GENERAL NOTES 1) DATE OF FIELD WORK: FEBRUARY - JUNE 2018 2.) DATE OF PREPARATION: AUGUST 2019; UPDATED JANUARY 2020 & FEBRUARY 2020. 3) LINEAR UNITS: THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 4) BASIS OF BEARING: A BEARING OF S61°19'00"W ALONG THE 5-6 LINE OF H.E.S. 112, ACCORDING TO THE GLO SURVEY RECORDED APRIL 2, 1917, BOTH FOUND SCRIBED STONES IN PLACE, AS SHOWN HEREON. 5) THIS ACTIVITY ENVELOPE PLAN DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE, INC. UNDER CASE NO. PCT25484W2, EFFECTIVE JANUARY 7, 2020 I OWNER'S ACKNOWLEDGEMENT THE OWNER ACKNOWLEDGES BEING INFORMED BY PITKIN COUNTY OF THE EXISTENCE OF "ENVIRONMENTAL HAZARD AREAS" THAT MIGHT AFFECT THE PROPERTY, ANY IMPROVEMENTS, AND THE USE THEREOF. THE PROVISIONS OF THE PITKIN COUNTY REGULATIONS DO NOT IN ANY WAY ASSURE OR IMPLY THAT THE AREAS OUTSIDE OF DESIGNATED HAZARD AREAS WILL BE FREE FROM HAZARDS OR THAT APPROVED MITIGATION MEASURES WILL GUARANTEE THE SAFETY OF THE PROPERTY. Jor TIMOTHY & HEIDI SEMRAU COMMUNITY DEVELOPMENT DIRECTOR'S APPROVAL THJ5 ACTIVITY ENVELOPE PLAN HAS BEEN REVIEWED AND APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN COUNTY THIS '® DAY OF &", 2020 AND IS SUBJECT TO ADMINISTRATIVE DECISION NO. -2020, RECORDED AS RECEPTION NO. -&(* M AA9 „CINDY WuBEN, COMMUNITY DEVELOPMENT DIRECTOR ®� �J l CLERK AND RECORDER'S CERTIFICATE THIS ACTIVITY ENVELOPE PLAN HAS BEEN ACCEPTED FOR RECORDING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO THIS DAY OF F Pb 2020 IN PLAT BOOK AT PAGE AS RECEPTION NO.1. PITKIN COUNTY CLERK AND RECORDER