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Home My WebLink AboutLand Use Case.511 Lazy Chair Rd Lot 2.0003.2015.ASLU0003.2015.ASLU 511 LAZy CHAIR ROAD LOT 2 8040 GREEN LINE REVIEW 2735 113 02 002 1 04 0 A-rd % 1 | r4 48< gd R A . External Media Imported Here .... M-006013 i RMMI THE CITY OF ASPEN[ City of Aspen Community Development Department CASE NUMBER 0003. 2015.ASLU PARCEL ID NUMBERS 2735 113 02 002 PROJECT ADDRESS 511 LAZY CHAIR RD LOT 2 PLANNER HILLARY SEMINICK CASE DESCRIPTION 8040 GREEN LINE REVIEW REPRESENTATIVE FORUM PHI ARCHITECTURE DATE OF FINAL ACTION 02/26/2015 CLOSED BY ANGELA SCOREY ON: 12/11/2015 .. /2-735-1(3 02002. 0003 - 20 [ 5.-ASLU . p. Permits - 6 40' 7 .5 1, Eile Edit Record Navigat:e Fgrm Reports Format Iab Help 1 : : ..t; 1 : ty 5 1 .1 j â‚¬ 9, I i O 4 1 Jump l ~t# Bi @ 9 St, =@. ,-Â·4 6 - 7 :-rÂ·Â·i : 81 .*F~ Custom Fields Ro-fng Status Fee SummarY ictiors Roubng MIstory 1 6, Pe-n[ type 1.3-:r Land Use Permit [003.2015ASLU ' Ads'es 611 LAZY CPAIR RD AkS#e ILOT 2 ~~ Permlt Information 8 City IASPEN Stete CO -~ Zip 81611 ~ Master permjt Rout:lg queue ~aslu15 Applied :01/08)201Â§ project Status Pending Approved Descnption APPLICATION FOR 8040 GREEUNE REVIEW -511 LAZY CHAIR ROAD Issued 1 1 M : Closed/Final I ~ 1 Submitted FORUM PHIACHITECTURE ~ Clock ~JIFF~ Days [-3~ Expires |01;03.2016:: I V.IICi , last name LAZY CHAIR LOT 2 LLC First name ILAZY CHAIR LOT 3 LLC 1611 LAZY CHAIR DR IASPEN CO 81611 7 ': A 7', 1 8/ 1 Phone '916?Â£,9-4193 Address ~ Appricant E Owner is applicant? 0 Contactoris applicant? f ~ ~ Last name ILAZY CHAIR LOT 2 LLC Firstname 'LAZY CHAIRLOT 3 LLC ill LAZY CHAIR DR p.SPEN CO 81611 Phone {91012794109 1Cust # ~29346 1 Addrpmi I 1 1 Last name Phone i ) - Addres i Displays the permit applicanfs frst name AspenGold5 (server Ingelas~ 1 oil .:1 ce* 1 61 r Â«72 PÂ» Aculf k 3761 3 â‚¬Â« l ?16 smoN 310'noll w fin 1 l! .. DEVELOPMENT ORDER CityofAspen Community Development Department This Development Order, hereinafter "Order" , is hereby issued pursuant to Section 26.304.070, "Development Orders", and Section 26.308.010, "Vested Property Rights", of the City of Aspen Municipal Code. This Order allows development of a site-specific development plan pursuant to the provisions of the land use approvals, described herein. The effective date of this Order shall also be the initiation date of a three (3) -year vested property right. The vested property right shall expire on the day after the third anniversary of the effective date of this Order, unless the change is accomplished or a building permit is approved pursuant to Section 26.304.075, or unless an exemption, extension, reinstatement. or a revocation is issued by City Council pursuant to Section 26.308.010. After Expiration of vested property rights, this Order shall remain in full force and effect, excluding any growth management allotments granted pursuant to Section 26.470, but shall be subject to any amendments to the Land Use Code adopted since the effective date ofthis Order. This Development Order is associated with the property noted below for the site-specific development plan as described below. Property Owner's Name, Mailing Address and telephone number: Lazy Chair Lot 2, LLC SUITE 4102 B, ASPEN CO, 81611 970-920-3255 Legal Description and Street Address of Subject Property: Lot 2, Arthur O. Pfister Fully Developed Lands Subdivision Exemption, City and Townsite of Aspen, commonly known as 511 Lazy Chair Ranch Road Written Description of the Site Specific Plan and/or Attachment Describing Plan: 8040 Greenline Review approval was granted to demolish the existing home and construct a new single family residence. Land Use Approval Received and Dates: Planning and Zoning Commission Resolution #6, Series of 2015, approved on February 17 2015. Effective Date of Development Order: February 26,2015. (Same as date of publication of notice of approval.) Expiration Date of Development Order: February 26, 2018 (The extension, reinstatement, exemption from expiration and revocation may be pursued in accordance with Section 26.308.010 of the City of Aspen Municipal Code.) Issued this 2Â¢ day of February 2015 by the City of Aspen Community Development Director. 01 /14 U'V V , .vu Chris Bendon Community Development Director City of Aspen , RECEPTION#: 617879,03/05/2015 ~ ~ ----- -| RECEPTION#: 617734, 03/02/2015 at 10:46:22 AM, 03:32:56 PM, 1 OF 3, R $21.00 Doc Code RESOLUTION 1 OF 3, R $21.00 Doc Code RESOLUTION Janice K, Vos Caudill, Pitkin County, CO 1 Janice K. Vos Caudill, Pitkin County, CO RESOLUTION NO 6 (Series of 2015) ' - A RESOLUTION OF THE ASPEN PLANNING AND ZONING COMMISSION APPROVING 8040 GREENLINE REVIEW FOR THE PROPERTY LOCATED AT 511 LAZY CHAIR RANCH ROAD, LEGALLY DESCRIBED AS LOT 2, ARTHUR O. PFISTER FULLY DEVELOPED LANDS SUBDIVISION EXEMPTION, ACCORDING TO THE PLAT THEREOF RECORDED APRIL 14, 1993 IN PLAT BOOK 42 AT PAGE 45, AS RECEPTION NO. 4033369, PITKIN COUNTY, COLORADO Parcel No. 2735-113-02-002 WHEREAS, the Community Development Department received an application from Lazy Chair Lot 2 LLC, represented by Forum Phi Architecture, requesting approval of 8040 Greenline Review for the construction of a new single-family home at 511 Lazy Chair Ranch Road, legally described as Lot 2, Arthur O. Pfister Fully Developed Lands Subdivision Exemption, according to the plat thereof recorded April 14,1993 in Plat Book 42 at Page 45, as Reception No. 4033369, Pitkin County, Colorado; and, WHEREAS, the Applicant requests approval by the Planning and Zoning Commission for 8040 Greenline Review; and, WHEREAS, the property is zoned Rural Residential (RR); and, WHEREAS, the Community Development Director has reviewed the application and recommended approval the removal of two parking spaces and setback variation for. construction of a pedestrian tunnel between both lodges; and, WHEREAS, upon initial review of the application and the applicable code standards, the Community Development Department recommended approval of the application with conditions; and, WHEREAS, during a duly noticed public hearing on February 17,2015 the Planning and Zoning Commission approved Resolution No. 6, Series of 2015. by a 6 to 0 vote, approving 8040 Greenline Review; and, WHEREAS, the Planning and Zoning Commission has reviewed and considered the development proposal under the applicable provisions of the Municipal Code as identified herein, has reviewed and considered the recommendation of the Community Development Director, the applicable referral agencies, and has taken and considered public comment; and, WHEREAS, the Planning and Zoning Commission finds that the development proposal meets, or exceeds all applicable development standards and that the approval of the development proposal, with conditions, is consistent with the goals and elements of the Aspen Area Community Plan; and, pg. 1 flveed JL--4 1-0 2 *clu-412 filii/\.CX~OA-4 1. .. WHEREAS, the Planning and Zoning Commission finds that this Resolution furthers and is necessary for the promotion of public health, safety, and welfare. NOW, THEREFORE BE IT RESOLVED BY THE PLANNING AND ZONING COMMISSION OF THE CITY OF ASPEN, COLORADO THAT: Section 1: General Approval Pursuant to the procedures and standards set forth in Title 26 of the Aspen Municipal Code, the Planning and Zoning Commission hereby approves 8040 Greenline Review for the property located at 511 Lazy Chair Ranch Road. Section 2: Dimensional Requirements Approval of 8040 Greenline review for this project is not a reliance on the dimensions provided in the application. All aspects of this project shall still meet the dimensional requirements of the zone district in which the property is located, and all other requirements of the Land Use Code, as applicable. Section 3: Engineering Requirements Final design shall be compliant with all sections ofthe City of Aspen Municipal Code, Titles 21, 28, and 29. The design for the site must meet the Engineering Design Standards which includes the Urban Runoff Management Plan requirements, Construction Mitigation Plan, and Construction and Excavation Standards. All conditions of current Water Distribution System ~ Standards will be met. Section 4: Parks Requirements The removal or relocation of any trees will require a Tree Removal permit from the Parks Department in accordance with Title 13 of the City o f Aspen Municipal Code, prior to any removal or relocation. The removal of the existing fence that currently runs through the drip lines of trees will need to be addressed from the Parks Department, prior to Building Permit submittal. Tree protection fencing shall be up prior to any construction or demolition on this property. A fence line shall be erected that keeps the existing natural vegetation safe and secure from any activity around the proposed development. The proposed development shall minimize disturbance of native vegetation & preserve groupings o f Gamble Oak. Section 5: All material representations and commitments made by the Applicant pursuant to the development proposal approvals as herein awarded, whether in public hearing or documentation presented before the Planning and Zoning Commission or City Council, are hereby incorporated in such plan development approvals and the same shall be complied with as if fully set forth herein, unless amended by an authorized entity. pg. 2 .. Section 6: This Resolution shall not affect any existing litigation and shall not operate as an abatement of any action or proceeding now pending under, or by virtue of the ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior ordinances. Section 7: If any section, subsection, sentence, clause, phrase, or portion of this Resolution is for any reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. Section 8 Any scrivener' s errors contained in the code amendments herein, including but not limited to mislabeled subsections or titles, may be corrected administratively following adoption of the Resolution. APPROVED BY the Planning and Zoning Commission of the City of Aspen on this 17th day of February, 2015. Approved as to form: Planning and Zoning Commission: 1 V . -0 o ex_L Deborah Quinn, Assistant City Attorney Keith G~/de, Vice Chair Attest: 04 ' Cindy klob, Records Manager ATTACHMENTS: EXHIBIT A - Review Criteria - 8040 Greenline Review standards ~ EXHIBIT B - Land Use Application pg. 3 .. MEMORANDUM TO: Aspen Planning and Zoning Commission THRU: Jennifer Phelan, Community Development Deputy Director FROM: Hillary Seminick, Planner Technician RE: 511 Lazy Chair Ranch Road, 8040 Greenline Review, Resolution , Series 2015. MEETING DATE: February 17,2015 APPLICANT /OWNER: Lazy Chair Lot 2, LLC I.~4 i..:22Â£ s 4 fe: 7\. 14 , ''1Â£//// / 1/W REPRESENTATIVE: (s:$8 4,$ A r..1 \ 3%,1 ti,~.1.2,2 Steev Wilson, Forum Phi Architecture f ~&4 , - 7- : 1 - '~:kâ€¢,0; ~ #241 ...:., 1 11.,2 1. 11&<20 / ; i.4 2,1#4.'FfÂ¥R r Â£ A#2 LOCATION: 511 Lazy Chair Ranch Road . .. 1: ;, 03*J //4 >--/ *E ,# - PID #2735-113-02-002 7 5 1 . as - .:.. " CURRENT ZONING & USE Wy I Rural Residential (RR) zone district. 1 3 # Lat:,f --2,4 PROPOSED LAND USE: - AÂ·t {' ir "V tif The applicant proposes to demolish the 4 1 4. 1,11 existing structure and construct a new single 1 41 LNA\1-1,9u .1 & Ir' A' family residence. 7 05.37\ M e J\\ \ ,<4 k Y f r 2% 15Â·'I 4 STAFF RECOMMENDATION: 34 022% .' CÂ» T *Â¥i*:21*tul [382-;t.~ Staff recommends the Planning and Zoning Vicinity map of the site Commission approve the request with conditions. LAND USE REQUESTS AND REVIEW PROCEDURES: The Applicant is requesting the following land use approvals from the Planning and Zoning Commission: â€¢ 8040 Greenline Review (Chapter 26.435.030,8040 Greenline Review) for development within the 8040 Greenline Review area. The Aspen Planning and Zoning Commission is the final decision-making authority. The purpose o f the 8040 Greenline Review is to protect the ecological, environmental, and scenic significance of high elevation areas through a heighted review process for new development. Development within the 8040 Greenline Review Area is subject to a heighted review to reduce impacts on the natural watershed and surface runoff, minimize air pollution, reduce the potential for avalanche, unstable slope, rockfall and mudslide and aid in the transition of agricultural and forestry uses to urban uses. .. PROJECT SUMMARY: The subject property is approximately 2.4 acres and is located in the RR zone district. The property is located in the Arthur O. Pfister Subdivision and surrounded by the Maroon Creek Club PUD. An existing 7 bedroom/5.5 bathroom single-family residence with a 2-car garage is located on the property. The applicant is proposing to demolish the existing home and construct a 5 bedroom/5.5 bathroom new single family home with a 3-car garage. STAFF EVALUATION: The 8040 Greenline is the topographical line located 8040 feet above mean sea level. The Land Use Code states no development shall be permitted at, above or 150 feet below (measured horizontally) the 8040 Greenline unless the Planning and Zoning Commission makes a determination that the proposed development complies with the review standards. 294/:?~1'~ f Â«,r. 6 - I - . I 1 41 .. 41 .. , . F F*11# 3 I / 4Lai 9./5 W , ,*fi' 'r '* *2 09 $* il,84 m 1# ' 64 * *.1Â£L ... 4,4 -liMJ:b~ 3,?coa, I ..... Â· 1. 11*Â· et. p i 4 ..2?F, *4. 9 2 2....4-1 '144'... a % .. 3,14.k + Â¥kt , - 4 0 an t . 411 , 1, t .4 . >* I ..6% '19 D 1 4 1 4 ./ C .Â¥ ~ 7.-331 ...... ' 0 I t. 1$ :...;. . '., 2 ~ * #26"... Â· . 9 ~36 4 h . 0 I I .-- - ~ 3, - =, % - I # ID I. , ...4 I C. ... 2,3144 . + .1 1.A s,"r ' :1/ .6 - . 4 -91 Mp' ' 0 . + 11'11 , 69 3, *t ... Â£ 50 :9*3 1 /4.,2 1.;6 - 0 e I Subject Property i .:1 ..1 I l.,2,11 ...0 1 I8040 Greenline Review Area 4 - Figure A. 511 Lazy Chair Ranch Road As shown in Figure A, the 8040 Greenline runs through the middle of the property; therefore, nearly the entire property is subject to review. The property has an additional condition that no Page 2 of 3 .. development may occur above 8060 feet above mean sea level (Ordinance 12, Series 2014) except as reasonably necessary for utility infrastructure, storm water mitigation, maintenance or restoration ofnative landscape, and wildlife mitigation needs. No development is proposed above the 8060 line with the exception of connecting to an existing utility line. Staff finds this is allowed by the condition defined in Ordinance 12, Series 2014. The 8040 Greenline Review Criteria primarily focuses on the site suitability, environmental impacts, and availability of services and infrastructure ofthe proposed development. The proposed development is larger than the existing development and therefore has the potential to have a greater impact to these criteria; however, the applicant has demonstrated that the impacts to the surrounding environment will be either minimized or mitigated. The site currently has a large concrete driving surface that will be replaced with a smaller, narrower driveway that meets fire and snow plow requirements. Visual impacts will be reduced with extensive tree plantings. Native vegetation, including gamble oak groves located on the southeast and northern portions of the property, will be avoided to the greatest extent possible. Nearly half of the residence will have a green roof, reducing aerial visual impacts. Engineering has found the proposed stormwater management plan will treat stormwater with minimal disturbance. The subject property is currently developed; therefore, standard services and infrastructure are present. Staff finds the proposed project to consistent with the 8040 Greenline Review Criteria found in Exhibit A. REFERRAL AGENCY COMMENTS: Engineering, Parks and Utilities departments have reviewed the application and any applicable comments were included in the resolution. RECOMMENDATION: Staff recommends the Planning and Zoning Commission approve the 8040 Greenline Review with conditions. RECOMMENDED MOTION: "I move adoption of Resolution No. 6, Series 2015; approving ./ 8040 Greenline Review for the project located at 511 Lazy Chair Ranch Road'~ ATTACHMENTS: ExHIBIT A - Review Criteria - 8040 Greenline Review standards EXHIBIT B - Land Use Application Page 3 of 3 .. C. 8040 Greenline review standards. No development shall be permitted at, above or one hundred fifty (150) feet below the 8040 Greenline unless the Planning and Zoning Commission makes a determination that the proposed development complies with all requirements set forth below. 1. The parcel on which the proposed development is to be located is suitable for development considering its slope, ground stability characteristics, including mine subsidence and the possibility of mudflow. rock falls and avalanche dangers. If the parcel is found to contain hazardous or toxic soils, the applicant shall stabilize and revegetate the soils or, where necessary, cause them to be removed from the site to a location acceptable to the City. Staff findings: The Soil and Foundation Investigation by CTL Thompson evaluated the geolechnical risk of development on the subject property. The site is suitable for development with the geotechnical engineering recommendations provided in the Soil and Foundation Investigation. A letter dated December 19, 2014.from CTL Thompson to Forum Phi Architecture stated there are no slope stability nor geologic hazards present at the subject location; these include avalanche hazard, rockfall, and mudflows. The applicant has provided an erosion control plan detailing the revegetation and stabilization of disturbed areas. (Civil 6/6) The Engineering Department reviewed the Soil and Foundation Investigation report in addition to the grading and erosion control plan. The Engineering Department has determined the parcel is suitable Â®r redevelopment with respect to the review criteria above. Stafffinds this criterion met 2. The proposed development does not have a significant adverse effect on the natural watershed, runoff, drainage, soil erosion or have consequent effects of water pollution. Stafffindings: The applicant has provided analysis of the drainage and discharge .from the site and an erosion control plan. Best Management Practices (BMP) will be utilized during and post- construction to manage discharge from the site to minimize impacts to the watershed. Discharge from the site will be at or less than the historical undeveloped flow rates stipulated by the Urban Runo#Management Plan. The proposed site plan meets the City of.Aspen's Water Quality Capture Volume and Flood Detention standards. Stafffinds this criterion met. 3. The proposed development does not have a significant adverse effect on the air quality in the City. Stafffindings: Best Management Practices will be used during and post-construction t:o minimize impacts to air quality. BMPs include inspection and removal of debris and hand sweeping of soil tracked by truck traffic intersection of the driveway at Lazy Chair Road. Rumble strips will be placed on the driveway near the intersection to limit the distribution of soil off-site. Fugitive dust will be controlled by automatic sprinklers during excavation and additional site watering will .. occur as necessary. In compliance with the City of Aspen Construction Management Plan Requirements Manual (August 20101 diesel engine emissions will not exceed 40% opacity, except for starting or stationary operation, which will not exceed 10 seconds. St:afffinds this criterion met. 4. The design and location of any proposed development, road or trail is compatible with the terrain on the parcel on which the proposed development is to be located. Staff.findings: The proposed structure will be constructed within the same approximate location of the existing structure to be demolished. Currently, a large concrete pad exists on the site. This impervious surface will be removed and replaced with a narrower, access-compliant driveway within the existing drivewayfootprint. The proposed house is larger than the existing development: however, the impervious surface on the site will be reduced and storm water discharge will be managed to current standards. Additionally, the proposed green roof element will help integrate the development into the hillsida The home will be built into the sloping topography of the site. The structure is completely belo-w the 8060 line and other areas are where the steepest terrain of the property were identified. No new roads or trails are proposed. Staff finds this criterion met. 5. Any grading will minimize, to the extent practicable, disturbance to the terrain, vegetation and natural land features. Staff.findings: In accordance with Ordinance 12, Series 2014: development is prohibited above 8060-foot elevation with the exception of necessary utility infrastructure, storm water mitigation, maintenance or restoration of native landscape, and wildlife mitigation needs. The proposed landscaping plan was reviewed by the Parks Department and they have no objections to the final landscape plan; with the following conditions: retainage of some of the Gamble Oak clump on the southeast property corner. Care and diligence during planting on the north and west side Of the properly. Maintain as native growth to the greatest extent possible. Statffinds this criterion met. 6. The placement and clustering of structures will minimize the need for roads, limit cutting and grading, maintain open space and preserve the mountain as a scenic resource. Staffindings: One structure is proposed in the location of the existing structure site. No additional access will be created. Grading is proposed only to the extent necessary for construction and stormwater management. staff.Ands this criterion met. 7. Building height and bulk will be minimized and the structure will be designed to blend into the open character of the mountain. Staff.findings . The proposed structure is under the allowable height of 28 'for the Rural Residential (RR) Zone District. A portion of the structure will have a green roof Extensive landscaping is .. required by the Maroon Creek Club HOA to conceal the residence from the golf course. These plantings are included in the landscaping plan and were approved by the Parks Department. 8. Sufficient water pressure and other utilities are available to service the proposed development. Staff'Findings: A City ofAspen potable water tank is locatedjust west ojthis property. The bottom of the tank sits 31.5 ftet higher than the upper floor of the house creating approximately 13.5 psi of static head. A booster pump may be required for the upper floors depending on flows. A fire pump will be needed for the sprinkler system and an existing hydrant will be moved closer to the driveway. Overhead electrical service is from the west and is proposed to be relocated underground. Sewer will be discharged m the manhole to the northeast. All other utilities will run under the driveway. Stafffinds this criterion to be met. 9. Adequate roads are available to serve the proposed development and said roads can be properly maintained. Staffindings: The driveway connects to an existing access, Lazy Chair Road, which is accessed by Tiehack Road. Lazy Chair Ranch Road can be properly maintained and maintenance of ihis private road will be provided by the applicant. Staff.finds this criterion to be met. 10. Adequate ingress and egress is available to the proposed development so as to ensure adequate access for fire protection and snow removal equipment. Staff.findings: The proposed driveway provides adequate clearance for both fire truck and snow plow access. The design proposed allows for a "Y" style turn sufficient for both service vehicle types. Staff.finds this criterion met. 11. The adopted regulatory plans of the Open Space and Trails Board are implemented in the proposed development, to the greatest extent practical. Stafffndings: The proposed development does not have an effect on any Open Space and Trails Board adopted regulatory plans. Staffinds this criterion to be met. .. Hillary Seminick From: David Radeck Sent: Friday, February 6, 2015 1:36 PM To: Dustin Anderson CC: Hillary Seminick Subject: Fwd: 511 Lazy Chair Referral 2/5/2015 Follow Up Flag: Follow up Flag Status: Flagged Dustinâ€ž Please submit corrections to Hillary. Thanks! Sent from my iPhone Begin forwarded message: From: Hillary Seminick <hillary.seminick@citvofaspen.com> Date: February 5, 2015, 5:13:41 PM MST To: David Radeck <david.radeck@citvofaspen.com> Cc: Ben Carlsen <ben.carlsen@citvofaspen.com> Subject: RE: 511 Lazy Chair Referral 2/5/2015 This is great, thanks so much for your input on this project. Do the plans they provided reflect the comments below? Hillary Seminick Planner Technician Community Development Department City of Aspen 130 S. Galena St. Aspen, CO 81611 970-429-2741 www.aspenpitkin.com Notice and Disclaimer: This message is intended only for the individual or entity to which it is addressed and may contain information that is confidential and exempt from disclosure pursuant to applicable law. If you are not the intended recipient, please reply to the sender that you have received the message in error and then delete it. Further, the information or opinions contained in this email are advisory in nature only and are not binding on the City of Aspen. If applicable, the information and opinions contain in the email are based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The opinions and information contained herein do not create a legal or vested right or any claim of detrimental reliance. From: David Radeck Sent: Thursday, February 5, 2015 4:51 PM To: Hillary Seminick Cc: Ben Carlsen Subject: 511 Lazy Chair Referral 2/5/2015 1 .. Hillary, Ben Carlsen and I met onsite with Dustin Anderson from Forum Phi on February 3rd 2015. We have no objections to the final landscape plan. We have asked for retainage of some of the Gamble Oak clump on the southern property corner which they have agreed to. We also want care and diligence when they start planting on the north and west side of Lot 2. Our main desire is to keep the native growth as much as possible on this lot. We also talked about the driveway alignment and have agreed to their desire of removing a clump of Gamble Oak in the middle of this "pinch point" and thinning a couple other spots to appease the golf course concerns. Hopefully this covers what you need for your P&Z. David Radeck Project Technician City of Aspen Parks & Open Space 585 Cemetery Lane Aspen, CO 81611 P: 970-429-2025 * F: 970-920-5128 Email: david.radeck@citvofaspen.com http:Uaspenrecreation.com <image001.jpg> 2 .. Hillary Seminick From: Hailey Guglielmo Sent: Thursday, February 5, 2015 3:43 PM To: Hillary Seminick Subject: FW: Lazy Chair Lot 2 - 8040 GL Responses Attachments: Lazy Chair-8040 Response.pdf; 8040-Greenline-Reponse.pdf Follow Up Flag: Follow up Flag Status: Flagged From: Tyler Stevens [mailto:tylers@rfeng.biz] Sent: Monday, February 2, 2015 2:45 PM To: Hailey Guglielmo Cc: 'Dustin Anderson'; richardg@rfeng.biz; Taylor McCalla Subject: Lazy Chair Lot 2 - 8040 GL Responses Hey Hailey, Here is our response to the 8040 Green Line comments for Lazy Chair Rd. Lot 2. 1. A level spreader has been added to the overflow of drywell one. The flow rate was used to calculate the perforations is the 100yr pre-development peak flow. 2. The interceptor drain has also been developed to include sizing calcs. 3. The Erosion Control Plan now states that only disturbed slopes shall be roughened priorto re-vegetation. A comment letter and new sheets addressing these comments are attached. Looking forward to permit submission! Thanks, Tyler Af~ ROARING FORK ~& ENGINEERING Tyler Stevens, Project Engineer, EIT PO Box 9554 Aspen, CO, 81612 Ph: 970-379-2687 Fax: 866-876- 5873 1 .. ,00 ROARING FORK ~ ENGINEERING To: Hailey Guglielmo. EIT Civil Engineer Engineering Department 130 S. Galena Street hailey.guglielmo@cityofaspen.com From: Richard Goulding, RE. Tyler Stevens. EIT Roaring Fork Engineering PO Box 9554 Aspen, CO 81612 richardg@rfeng.biz (970) 948-7474 Re: 8040 Green line review Lazy Chair Date: February 2,2015 Hailey Please see our response to your comments below. Drawing and calculations are also attached General Comments: Standard 2: The proposed development does not have a significant adverse affect on the natural watershed, runoff drainage, soil erosion or have consequent effects ofwater pollution The proposed plan discharges concentrated flow down a slope. While rip rap is proposed at the outlet point, a level spreader could be incorporated to distribute runoff over a greater area. A lever spreader has been added to the discharge point of the dryweli. Standard 5: Any grading will minimize, to the extent practicable, disturbance to the terrain, vegetation and natural landfeatures. The proposed 4' deep interceptor drain is a significant cut in the terrain at an elevation higher than 8040 ft. An analysis should show sizing calculations for the required drain depth to convey 1.3 efs of offsite runoff. The drain size should be limited to the minimal .. ~ ROARING FORK ENGINEERING necessary and the project should pursue other alternatives which limit disturbance to the terrain and vegetation. Provide an explanation of how drainage is currently diverted around the existing structure and why the drain is necessary. The pipes have been sized to route the offsite runoff around the property. Currently there is an interceptor drain similar to what we are proposing. We are j list moving it up the hill above the proposed construction. (See photo). We are proposing a screened rock trench with a perforated pipe as we do not have a room for a swale without causing more disturbances.( see detail) It designed to be 4 deep to capture sub surface water that could impact tlie walls below. 7.4 .. T . Â· 94 .. * e.. .24 , i $ 6%41 ~ 'i I' 4 I ' .4. I & Â¥1 Â»Â»31 . J /' 1 * 1 1 I , d e .. The erosion control plan proposes to roughen surfaces with a slope over 3:1 to promote ponding and infiltration. In areas where soil has not been disturbed and there is well established vegetation the soil should not be disturbed and roughened. Clarify this in the plan set. The roughening is only on the disturbed areas -1 , 1 -3-PRUPERry L /4 1 \ Time of Concentration Â·~1 j Offsite Basin 1 Inpu,$ (,UtpUIS N Onlyvilid for 300Itoldeveloped,fe, a Ove,land Flow nme {TJ 0,50/tof./1.,e. 51* 0 0.395(1.1 -Og a i *nd DI~tan,e (4) nelft SGOÂ·33 Â·~ \ \Â·. 1 / _40 f: juy \Â· / Slope.1 .318111./. 8otto~EleÂ¥atip eli To = - A.6 I 35| 100 V, 'unc.fl coeff I M]ON 1 RunoffCoellident.C Iper~!OU5~ {Equition3Â·4Inthe URMP) MIN \ F.F.=0' I \\ \ iwiand Flown,ne(,g) .54.. a 1 1 \ 1,KERCEPTOR 0.17 ... .\\\\t N Â· 1 5/IM ./ . . \ 1 S.TEM A ..1 J -- Time of Concentration â‚¬ 61-FRI~ \ 0 ~ S#Tpl C~ 1 Offsite Basin 2 Inputs outputs MAV/'EVEL \ 1 '1 \ Only valid fo. 300lt of developed irea Overlandlowl-* W./tol.u.alarea \ BottomE!evetion 804811 7 - Top Elevation 812C ft 0.393(1.1 - C)g } '0 S 0.33 Â·~ Â· SIORM ~ 1 slope ~5.) ~234 It./ft \ O AF St. T E BASIN. 1 \ ~ . \ t- ~,rUnd Distance(W 307 4 fi - 1 417855.Al ST \ j I \ 7 1 1 ) ...8 \\ , 1{4.WE#LEÂ¥fi ;1 2e f \\A . 10.T funoffcoeff 1100% RunofICoeffide.Â¢ pe,wle. IEquation-inthe UR- i 0+0.35:\ 2 **dlownme(T,) 8.39 Min ' i \ TOC=25/ 4/M i j \ ...G Peak DIscharge Calculations 1 Hou,(Pll 123 \ O1 Â®=212 CES \. C Total Am Ir~, A- Impe.ou. CV.U. TlmE~C Int.,1.4 ... F.om GIS CONTOURS .' 1 Â§-(Dll I .centle Tabll (Td) . 'e/sel \\\1 1 1 6,~1 574 2+199| 8,39 5111 04. D- 1 INTERCEPTORDRAIN mill/111 INTERCEPTOR DRAIN CAPACIES .- 0... -- \ \. , BAWN 1 TRVE OF N. N -- .1- n \ CONTENTRATION ~\. 1. 1.1. .... 1.*1-1 1 -1 1-1 -0 El 1 6. \, ~g FLO* LINE \ 1 OFFWTE 1INTERCEPT0M 1200 /01 ... /63 7563 | 100 C]00 .1 RL :111 O~F5ITE 2INTERCEPTOA .430 elm i goâ€ž 0.27 3 205 1 H â€¢.800 Yes ~COA WA TER TANK , 1 : j \ \, 1-i,-O.fl~_ 1 - 2MIL. GAL. '~ ~~ j 4.4.-1 \ er- 3/ 7- 4- /11,/ 1 \ - -t /1 / :1 l 1 /. \ tliill 2--- OFFSITE BABIN 2 j \ \ \ 1 \ - a m 0 1 A=/em./054 i il / 1 111 % i -ililli:i 20 4 7 / c =d 35 1 z I l; 1/ 1 1 \ 1 F?8G i C j ) i rod=R .9 /4/ 1 1 1 1 1 1 C h GRAPHIC SCALE NOT FOR i %4%2%15 f \ 0/017=0. 33 CMS 11 ~11% \ 484 CONSTRUCTION --2 , FLOW LINE \ \ , 1 1, 1 INFEET 1 1 1 OFFSITE BASINS 1 16 DNIE:133NIE)1413 >16108 DNIMVOM BIVHO *2Â¥1 E'%93'Op.01 00Â¥80103 N3dSV ,(841",2*7 Ar~UUU~0917 %Â£1- 1 1 \ --- --b-~ ---- ------- ; ------ -Â·91 1 !11 1 X \-- * - a.,0 1... i ... 0 V \ \ 1 1/ 1 "t ..r '. -1- - 1 TERRACED WALLS --- \1# '. it . X ' 6' HEIGHT . M ; i / 1 1,4 \ \ 1 4 J \4 ./'OF SPA CING 1 *1 ~ MAXIMUM~1. \. m.'.propj ' ~Â·' ~ C m ,Â· \ s.#IN; 07'=- 1 X ~ uiEVEL . g. -' 315Â· MC ~~Â· % * t. \\ ~ti\\\\i\U i Â»4 1 11 1 1 1 \. 1\ % . h \ i // 1 . h h. : Ik N Â· ' * . i I i ,~~CK Â· !;11 ft - + 14.- . \:, :1 i 1. 1, /,-X. 'â€¢ 1 h i. 3 1 3--- 1 21 / 0 ..6/1 1.) 1 . 1. ''f 1 .1 1 l i 71,1% Ili 0 1 -* 0 -- 20 4 7 1 1 1111Â«33 1 11 NOT FOR ; , 1\V / SWRM-1,5.: CONSTRUCTION ; 1 l (S'.57~ 4.Â« 1 \ 1 GRAPHIC SCALE , U Ki \ 11 1 IN FEET 1 111*hâ€¢ lift. GRAPHIC SCALE T LOT 2 - GRADING AND DRAINAGE 4 16 1,nch- mft. DNIM33NIONE])12303 DNIMVOW MVHS AZV-1 Â£299-91=1 U ,Â£,Z-e,6 ezs j Â£ 'ope,0103 uads/ OGVBO103'NadSÂ¥ mW.*' . E <la'605_*f7 M)/3?Ll_?S Ski W.d ~j,Uâ€ž UICTIOS i . \ 1 1 1 . 1 ..9,4, '' 11+ 1 p'PE- 1G h N,1.51.1. PREADER \ Perfor/lion D--r 003125 R \~VEL 1 Perforation Orfrice Cak . 3/8" Hole URMP Eq. 5-10 038,~ /#LU-n ~ ~ \. C. = Dmc~â€¢arga /0,11 {â€¢qu-] 0.6 \6 \ \ 9.2. % .L Â» Aâ€¢...01 -I 0001 e ~2 n/sec' M H = EMeco,e H- 033ft g=Gr/v./.t I=Flo*R-perofillce 00021 . 2 5 5#1 30 ~ .\, . 1. CL C 9 . I \ LL j 'oo,r. 1"umber ,~ UM~ =i tillie, Perforation 0,Ince R.quirements E ORrWELL .,PIP. â€žÂ¤1.. < S 1.*.glrIHol.. O Flow *.d m Holâ€¢â€¢01.1 M | .~ LOWER LE VEy/ 0 0 Z \\/: 11/--1-,1-, fr ~ 3' F,F.=8025Â· / 1 1 2. 1 584 49 400 43 0 2911 35 S 1.-01 42. be. louted / the Scr-ned Rock .d 4. 4/ /.1 Â£ r - . 4 0:,f / 1 r . 100 f \ JMLEr-i,5 % A- 1 PIPE./ */' #pu i ./. 19+MT MPE At dE:tal 1. / 00 1 1 ;MET-Ci 8/ POINT h. DILE'.Of &*'INT ' I i' ' .' f ' co*,6 p.0, 1% I f. r ! LEVEL SPREADER FOR I lilli , P . .. 1 1 i i .......... \ SYSTEM A OVERFLOW 1=5Â· VERT. 1 1 11:1 B .a 1 4 ~a i i = . = 311- \ ,=v~ - -m-1 , 0 I \ :Il 0 r : m. E--74 / : I. 1 5 1 . 2% =Â£,1Â¢U 1 1 1 11 -.9- MHELI 1~ 1 :' I M -- lefs 4 44Â·... % ' .1 - .PE-In 1 1 - 2 i 1. : la im r '00' .,k e 20 4 ' .. (/â‚¬4I.COBF R80 NOT FOR , CONSTRUCnON . r % V \ 0 - 11% 1 1 'GRAPHIC SCALE j 1 111\/11111 1 . i 9\, \, LOT 2 - STORM DRAIN LAYOUT h \ 16 ON[833NIONB MIVHO AZV1 EL99-91~ ~988.)~ tut,Â£-96 Â©26) w 00Â¥30100'NadSV w,~:082Â£7 =UK itÂ·.u,ia575*7 SUI /08/ STORM SYSTEM A *..1* . I 1 IllÂ· VEIL WLEI-,15 ' ' ' STA........ ..i... - S...22\\ / r.. 021. , r-PVC /1- r,Ve .4. :....... 1 MPE-I fliÂ¥..1.* ---- Ipt- \ 6.Â£7-1, / In.-.F t. 0 , & ./.7 n , ..=C Â· . %4. M Dul.wi C Â·Â· , RJMI=/ IMLE* Â·' ... . .1â€ž r . .47Â¥C ./. ,Â·ilt â€¢Iâ€¢' 8. S-P lul/ -Al./OFFI- 1 IMÂ¥ IN...r MPE-/ UllÂ¥ OUT =/ 1- SUMPÂ·WI .15 92 2 3 INV.=21- OQÂ° Â·Â·Â· S/14â€¢1100,F,. A ' ~.5 aer./. } 1 .. Â·Â·IM:'ll/ ..1. a J\-- suM/$111/ . Â· . 111Â¥....4 (D Â«6 liu, =IiÂ· -Z Z & /NK'ur.'ll,: ~ E < i 0 - M - 2< EN i< 22 2~ 18 1~ le i< ine< 10,~ ama Wa i~ H a~ am WA 12@~ am â€¢21 ... ./ ./ Zâ€¢. .. STORM SYSTEM 8 SCALE: M HORZ. '.leÂ· YERT. STORM SYSTEM C STORM SYSTEM D SCALE:IÂ·=#0Â· HORL SIA M./OFF,U PIPE-Bâ€¢ - . . 10 DRÂ¥WE, 2 0-WELL 3 1.#0Â· VERT. SCALE, P=aÂ· HORL filÂ· VERT. .- PVC I ...3 INLET-DI PIPE-/4. ~=.6 1 I...... m ounmain- 1 --7 GEL= DR~IVELL ' I ./.Â·Ill'- 1 1 {1 ..[ 1 .0 *#,i=h ,-PVC 4 -/81 0 ser..i\ SLI:041~ OFF:-21, -*.........., \ 1 SUMP-05 \ INVOUY -H PIPE-/% PPEÂ·.1- , R..449. - 1 / ......4- 1 11 I bul'Irell!5 Â·PME-0/2.~ Â·/PVC It- \ 4- fIC * 2- , , A I.C. 1.- PPVC -- PWE-E JNLET-B' 4-PYC **&41 S. +INOFF 1- \ Â· Â·'Nt.TI * -rl.ELÂ£ I V.Â·111/ \ Â· WA 4â€¢aNOF,4. ...... :Â· ti--1 SUMP!=U umâ€¢-1 . IIi.. 1*Â¥ounlcule Â·'~ ~ Â· INV nt:Ima# \_":=1 =/PEÂ·. wv /~115,Â· SUMP -1, INÂ¥ OUT -lu r U..)37 ,Â·le i ./.-- r 11Â·i ./Out'....4.Â·PIE-23,1......t ' I.' MIPE-83.=i~-J .15 D. %' . STA....OFF-1.3 ' ./.Â£1.. 1*901}T:<Ull .. ..:111.1 *0#.am... ./.-CZ /9 IN..... . . . INÂ¥ OUTI'll'. 1,11 1.-1%0,15,=0$: 4 a w WA de *am- -+ 22+ a-@ + /0 + 22 + " ar aa + am ap- ... b. 1.â€ž ... INTERSEPTOR DRAIN SCALE: fÂ·=Ir HORZ. ft/* VER.. 1 , -.1.11.-1.- - â€ž11-.77F-,Ill 20 4 7 t2â‚¬~~~926'1ETrirlFÂ·Iur- -W- ..1 Â· ....0 Â· Â· C N L':Dal RaC 'IM/'ll-u- afÂ¥~~0;Ul \~ 01/ m'..J , . ELE./0/I NOTFOR ELEÂ¥/=" CONSTRUCTION /3 Watili a i i al , al 1, al Â¢ it Â¢ il * 11 Â¢ 1-1 Â¢ 92 22 22 RS /2 1, ./ .2 2+40 ./ 141 .. ./ .. 0- LOT 2 - STORM DRAIN PROFILES 6 16 =.. Â©Nlk)33NIDNB BIVHO AZÂ¥1 219/9 '0923 OC]YHO103 N)dSV - Â£299-929 (998) :1 VZDZ-eDâ‚¬ N. ~Ai '*3 . % *JUd/bt)917 Â· AO/SM-2Â¥ Sal /;02 9 2 ...d Sh#(./8 1 ee ~Â£L~m95/2./62-ME~-22'L _ -P~-lk--11 l /--=- 77111114 L=y= ~'Â£8=12'Ugl,=//Lbi 1 T Of 7 ===-- =f- T = _1--UL --- -T- iMELirm. taLELLarb[L aELE= NIS NILi ,.5*2*0~' & 2 'C â€ž . 4 7 DiFCâ€¢~7# ~ 3/ NOT FOR CONSTRUCTION DETAILS 15 16 SN~~S343'B~rI~~~~ ~"95'{f'6) :44 2103 914121Â¥023 MIVHO AZV-1 956 xO13 91 'Ope.19 00Â¥80100'NadSÂ¥ ,!04.3/87SIFO 9&1 #'02/,E _21182.-ANQ..==NgNG-NQES= 4 2 -\ i \ 1 =Ls--D~ 0 L j 7 4--f*en Z PWce 0nd ~6*e s#,1, baies. ' i SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRAD1116. 2--7 l 'OPS.1 WIL IE S'RIPPED AND STOCKPIED WITH REINFORCED SIT FENCE Vt#ig#16/5/16. ' \ SURROUNDIHGSTOCKPILE AND THENSEEDED ANOSTRAWEDFOR % \ h.h 1,irl,El~,GH'C~r~srmer~I. STAR}L~ZATiON. ''r I ALL STRUCrURES ARE . RE CLEANED ONCE DEPOIFED./MENT REACHES \UL : , 1 PIPES ARE TO BE FLUSHED AND PONes ~E ro BE CLEANED OF 111Â£*rj ~ PRITECTIN : SEOiMENT ONCE SfTE HAS REEW SLIBILIZED. f. Li: l VENICLESLE~Â¥INGTHE SITE. I CONTRACTOR IS *ESPONSIBLE FOR REMOVAL OF liT FROM 1 EROSION AND SEONâ‚¬*r CONâ„¢gis Fo aE n,ISPECTED EVER INLET-Â·u- I EOUALS ORE*CEEDS 1,2 . PRECIFITATiON. .Enow g A' 1 Â·Â· ..1 2:*Cid-t amit*~~,_ sÂ£,r# c.,Lom- 0, rs aÂ¥ grEN E,El, sra,a ~vfÂ·*r nu r a -B~MbuL-23*1*i~116. --Â«2*11-- S-=332Â»>- apai FROSION PREVENTION AND SFDIMENT CONTROI NOTFS f- 1. CONSTRUCTioN Roill ENT"KE SrAGING AREA ANO PEINME YER ERO//1 A- 1.1.1 l j. 1 / I/ed,/Loose 'Irâ€¢â€¢Der,een Â£8ackNliandcompdÂ¢1 tne ...ATIONACT~y~TIES. CONTROL MEASURES SHALL 0â‚¬ INSTALLE' PRIOR TO ANY 51 TE 6RADING OR .j Dd.I. ~~Cd~te son. F 2 4 *rill... 2.5.0..Â· I CONSTRUCTION OF A SrRAW BALE . STORM ....UE .TRUCIURESTD BE INSTALLED AFTER EROSION CONTROL NRVA .r ~Â·~,iNLA 1 PNOTE.TiON 1 $ A LJNLEr. 1\\\\\\ 4.TECTION .5,4 . 6*T BARRIER METHODS ARE IM.EMENTED. ALL ORAINAGE STRUCTURES TO BE PROTE-ED 0Â¥ EROSION C~TROL MEASURES SHOWN ON PLAN. iff f. f f /\0 E 1 CONT'ACTOR ./. BE RESPONSIBLE FOR ....... ALL ./SION CONTROL ... FREE FROM 1./ .". OEIRIA E T./ CONTII:ACTI -LL .. STAS,LUE All Of. ReEO AREAS .f* N OAYS OF DISTURBANCE. f. Ch / ~i :1'. /:f 4\ j U I CONT#ACFO#~RESPONNaLETOCNECKALLE20SiONC~TROLWIPÂ·S i 1,LET EROSION CONT*. MEASURES ARE FREE OF MUC, DIRT AND DEBRIS. WEEKLY AND Â¥1 THIN I HOURS OF A RAINFALL EVENT TO ENSImE THAT ALL \\\\ i narm. 1 . 'IN' h lop O~ ~ Pencn Alti ~ j: AT i Y t '.1. p.oÂ®T; ; PROPER PLACEMENT OF A WRAW BALE BARRIER m DRAMAGE WAY Points Aihol*#be hl,h,r ~hdnpoln:B . ACTUAL ..... OF .....ON .......r CONTRol ME'3URES TO BE nfi D MOD,FlED F NECE55,RY BY CON,RAC,0,15 ENGINEER. ' #206 1 PRESCRI. MIPÂ·S ~115PECIF{C ARE. ALLOCATED. THISPLUL L CONTRACTOR TO EÂ»SURE â„¢Al AU RUNOFF PAS~ES 1HROUiGH â„¢E t \ 0 CION l. 79 .1 \ , I k I REVESELITION PRACICES SHALL FO/l' Al' i AND "STUR.NG I ' REÂ¥EGETA nOM PRACTIOES ARE OELAYEO, THEN THE FINISHED TOPS/1 GRADE STRAW BLE WL T CHECK ACTiÂ¥mESIMME[MATELY UPON COMPLETION OF SAK) ACTIVinES. I NOSCALE SHALL BEPROTECTEDAGADIST Wâ„¢DANDWATER EROSIONÂ¥ITH TEMPO~ARY . EROSION CONTROL aMPÂ·S IMMEOHA rELY UPON COM+ON~ ' ...1 1, . / Â· i ...............an//..-///////////s./.Â£ ' I 7. I REMOVED AFTER ALL viGE . ION .EDNIG lS A T LEAST *GERMINATED ---- MAXIMUM CONTIBUTING DRAINAGE AREA = 1 ACRE P44 1. \\\6\\41 11 12 7 '.l : Iii Â·A \ .- i.'EEL--V -'.- OR T 1111111. I â€¢ i 1.:i 1/ : 1, ' . ./ r--1=-Intl Ill 11111111 1 Elill i 1 /3 i ' 1,/ 1, 11 t\\ f.\11 A ' 1 <mp *,Ami9T.~+1:6 I 1 1-7 1 Â·- ----=r........ , PU'illy 4-==== E SIRAUEEL.S.ENE-am ,Â¥4,1 1 'j \ 1-- - --1 1; 1 1 UUL.222IEQIWN ~ NO SCALE - ' PLAN MEW --.'--' I 1 1 . 2 --\ CONST./ION ENT.NCE , . V.** T -- . \ - *m - / 71 1 - .- SECTION %: 2 @11 1 ! I '1. 2 All ENTRANCE : :1 STABILIZED CONSTRUCTION . , , ..1, 9. CHECK 04115 %. 1 DI CHANNEL . C 1 :1Â·\ 1~Â· 1 t..1 1 1 7 #0... CATCH SEDIHEW' , U 1 20 4 7 CHt:jrF'8r RBG . / i MA" 'GIEL FABRIC .TACHMENT DE. j Â· Â·. i 4 Â· ~l :tj [Â¢6bpv 1 8 ' 1 S#L r FENCEE IMS rULA NON NOT FOR CONSTRUCTION W=*&&*5 REVEG~ASAP / , ll â€¢.'tâ€¢. Â· L n k"*4,1 ~b~|~37-r GRAPHIC SCALE -- VIMMUT-9 6 1-93210,F T' FLATI.OM TRENCHSE'.ON .-51Â¢APED TRENCISE.low Sll T FENCE EROSION CONTROL 16 C..TRUCUON El*ICE----1/ 1 1 ill' NO SCALE 16 . 9 9 , SNI&33NIDNE 3 ONIMÂ¥021 BIVHO AZV-1 Â£209-9Â£~~~99)~~e~P OOVB0100 'NadSV (9-â€¢t**_7 M .ludents_7CS .. Hillary Seminick From: Dustin Anderson <danderson@forumphi.com> Sent: Monday, February 2, 2015 9:36 AM TO: Hillary Seminick Subject: 511 Lazy Chair - 8040 Greenline Civil Engineering Attachments: b733 p582 Utility Easement.pdf Hmary, I spoke to Richard this morning and made it abundantly clear that those questions from engineering are due today. Also, in our 8040 GLR submission, we are showing proposed utilities going underneath the road. Over the past couple weeks, the golf course and MCC master association have taken the position they would prefer us to continue using our existing services. Can we have these existing utilities documented as a viable alternative to placing new utilities under the road? We are fine with this as a political compromise with the golf course and hoa, although having utilities under the road may be best for the proposed development and to complete the city's water main loop. Let me know if we need to sit down to discuss this in person, I certainly understand how it could be confusing. Attached is our easement language we currently have, between Pfister Exemption lots and the MCC. Thanks, Dustin Anderson - Assoc. AIA, LEED AP FORUM PHI ARCHITECTURE I INTERIORS I PLANNING 715 W. Main St. I Ste. 204 I Aspen, CO 81611 p. 970.319.7399 If. 866.770.5585 I forumphi.com 1 . .... , I I ?Aâ€¢ .. 4 *1' Â· Bar'hA//*. Recon *364073 12/02/93 16:29 Rec $40.00 BK 733 PG 582 *: I . Silvia Davis, Fitkin Cnly Clerk, Doc 6.00 /, 1. : Recept.un _ ..4. .i 1 11 3 - 1 RECORDING REQUESTED BY; WHEN RECORDED RETURN To: '< Ronald Garfield, Esq. La... 14 M Garfield & Hecht, P.C. .D 1:4 .>07.. 601 East Hyman Avenue 9 Aspen, Colorado B1611 *4/42.. - mLII.EASEMENLM;REEMENT sce.r ..7 'te.. This Easement Agreement is among THE PFISTER FAMILY, L.P.,a Colorado limited partnership ("Grantort'), whose addrems is P.O. Box EE, Aspen, Colorado 81612, MAROON CREEK DEVELOPMEt.7 :~ COMPANY, a Colorado limited liability company ("Maroon Creek'T) whose address is 620 2. Hyman Ave., Aspen, Colorado, 81612 and y, Arthur O. Pfister a/k/a Art Pfister and Elizabeth H. Pfister (â€¢Pfister"), whose address is P.O. Box EE, Aspen, Colorado 81612. Grantor, Maroon Creek and Pfister may hereinafter sometimes be collectively referred to as *PartiesM and individually as "Party". BLQITAI; A. Grantor is the owner ef certain real property located 4 / in Pltkin County, Colorado legally described on I:XhihiLA attached 2- ~ hereto and incorporated herein [the â€¢Property') free and clear of all lions and encumbrances; B. Pfister is the owner of that certain real property located in Pitkin County, Colorado legally described on ngbibit B attached hereto and incorporated herein (the "Retained Property"); C. Grantor intends to convey the Property to Maroon , Creek. A D. The Property is a part of the planned community known as Maroon Creek Club ( the â€¢Subdivision0) which le being developed ~ in part by the construction of an 18 hole golf course (the ~Golf Course") in accordance with the Final Plat and PUD for Maroon Creek Club and the resolutions of the Pitkin County Commissioners approving the Subdivision: E. The Retained Property in currently served with water, sewer, gas, electric and other utilitien which utilities may cross the Property: and F. The Parties desire to provide easements for any utilities which may cross the property and to further provide for I 2 1} A 4/ Ew'it;. I Â·F'Â· D -1aw / 4 /-) 9- 1974 / 1 b. '-7, 1. V ' Â·Â·yuÂ·Of t a<i 6 li , .1. L ' -/:..... 'qku; 9.- 1-'L B ' . , 1 0 t3* 6-:Â·-Â·./' '..1 : Â· 31 ~ V I .'.- 14:17..al<>444. ..U~2Â·h=tecil.I--0@.4.--.-,Kâ€¢-4,2~â€¢0~up...- 1I . #364073 12/02/93 16:29 Rec *40,00 EK 733 PS 583 -4,9/2 Silvia Davis, Pitkin Cnty Clerk, Dge $Â·00 .NqÂ®re fi*46,4.7%. relocation of any such utilities in the event that relocation is necessary Or convenient for the development of the SubdivisionÂ· 82;UMILiTS 01-4 : iff 4-4., - NOW THEREFORE, for good and valuable consideration the ...1, receipt and sufficiency of which is hereby acknowledgod. the PartieG agree as follow=: TE...,1 6. Â·'tiNI. 1. Grantor hereby grants to Pfister subject to the terms and conditions of thiÂ£; Agreement perpetual nonexclusive utility :'91.- t.... easements over the property for the purposes of operation, maintenance, repair and replacement of existing water, sewer, gas, -ff:kit electric, cable televinion and other utility lines which provide '2:2Â¥~P' such Utilities to the Retained Parcel as the same may be currently ./* located on the Property (the â€¢Existing Utility Easements"). 1.12 2. At the solo cost and expense of Maroon Creek, Maroon Creek may cause a licensed surveyor to locate any of the Existing Utility Easements and a center line legal description for such easement to be prepared. The Parties agree to execute and record an amendment to this Easement Agreement containing the center line ~ legal description for any easement which is specifically located. 3. Maroon Creek shall maintain and repair the Existing Utility Easements and any utility line located therein at its sole cost and expense. Except in an emergency, much Maintenance and ( repair shall be accomplished during those times of the day when Maroon Creek's operations on the Property have ceased. If after 1 4 twenty-four hours written notice from Pfister, Maroon Creek fails -~ 0 to commence the repair of the Existing Utility Easement and any 93 utility line located therein, Pfister uhall have the right to enter : 0 the Property for the purpose of making such repairs. Maroon Creek shall promptly reimburse Pfister for the cost of such repairs. 4. Matoon Creek may at its sole cost and expense and in its solo determination relocate any Existing Utility Easement on the condition that there ts no interruption of service to the , Retained Parcel. Any such relocation may be by relocation of the utility line to another location on the Property or by connection to utility lines being installed for the Subdivision. In any event, Maroon Creek will at its cost and expense provide the utilities being installed in the Subdivision to the lot line of the Retained Parcel at locations acceptable to Pfister. Maroon Creek at its sole cost and expense shall cause an as-built center line description to be prepared at the completion of the relocation of 1 any utility line and the Parties agree to execute and record an , amendment to this Easement Agreement to reflect such as-built description. Pfister hereby agrees to vacate any and all Existing Utility Easements which are relocated in accordance with thie Easement Agreement. Such vacation shall become effective upon the recording of the amendment to this Easement Agreement. 1 2 'ti 1 / 1 --1Â·r -' 'v"-f-,4>â€¢44*&4:4=74:.pb#.444.44*c-.0..:62,*04'"''*.2,-w.~4**~--+.4.-.-.--.7+ Â· -WFI D --/. . 4 f â‚¬.3 C. r 0% Crt , ..4 I I ' t Â·A . I . , i'. f 0 \\ x:ed:c,Â»49 to@ PÂ·/'6 - 32Â·'Â·'.Â·- 4/Â· .. 0 . I , ~Si. 2, Mt'llÂ·veN 8364073 12/02/93 16:29 Rec $40.00 31: 733 PG 584 Silvia Davis, Pitkin enty Clerk, Doc $Â·00 1 - . 5. This grant of easement shall run with the land and -24-. 'k shall benefit the Retained parcel and shall burden the PropertyÂ· This Easement Agreement shall be binding on the Parties and their respective heirs, successors and assigns. 4/ 6. Nothing contained in this Easement Agreement shall be deemed to be a gift or dedication of any portion of the Property Â»ES to or for the general public or for any public purpose Whatsoever. -,34.....- tf '1 '0 m*523. 7. In the event that the title to the Retained Parcel and the Property shall at any time be held by the same titleholder, 2.1.4..4 iIi #6 1441 this Easement Agreement shall not terminate and the rights, title 3/92 and interests created hereunder shall not merge with the fee. 1,/94 .':ir 8. If any provision of this Easement Agreement shall be ?:ke 1 invalid, illegal or unenforceable, it shall not affect or impair the validity, legality or enforceability of any other provision of this Declaration, and there shall be substituted for the affected + D .4 provision a valid and enforceable provision as similar as possible ~0 to the affected provision. 9. This Easement Agreement shall be interpreted and h enforced in accordance with the laws of the State of Colorado. Any - action to enforce or interpret this Easement 89reement shall be ~< I 1 brought in the District Court for Pitkin County. 10. Each Party represents and warrants to the other Party that it has the full right and authority to enter into this ..2 2- - A Easement Agreement and that all persons signing on behalf of each 1 Party have been authorized to do so by appropriate corporate or ~1 , partnership action. Grantor further represents that: (i)itis the owner in fee aimple of the Property free and clear of any liens or - encumbrances; ( ii) the portion of the Property over which the easements granted herein are located is free and clear 01 any liens or encumbrances: and (iii) it has full authority to grant the B easements herein provided , 1 In witness whereof the Parties have executed this . D. Eaeement Agreement this /9 day of November, 1993. 9 MAROON CREEK LIMITED LIABILITY COMPANY, a Colorado limited liability company By: PEARCE EQUITIES GROUP II LIMITED LIABILITY COMPANY, a Utah limited liability - capany, }~anager By: C--23526:Â». Of :Mines T. Pearce, C*, Member a . 3 4 2 4-'t .Ai -'Ii,=11â€¢;*AA&*.UNg?,*l*21421;w#*'u"F~'-"-4 ---g .,4â€¢~1-Â·â€¢.Ct"#-4-0:4 3#wideL*&63*bbi'g-- '1'52 1' S . ' _, 2, - ..4, O P e 1 -:.,, c..3 j , I ..lk , Li - 17 , 4 . 4 2 IL . 1 67" %, , W .. M ....24.l:Â·to.,>Nk,4- . 4 i.'1~v-1/*91(41**UV . I 4 .~~Â·9-4-_:Â© a-.9.*- -.0- . I _- ,- i ....41,~2,~- ,Â· ,--Â»Â·Â·=.â€¢*.,-tt~CÂ·~Â· I,t4U4~:'!â€¢,//1~1*4WW~U.~*~Rh .-* ki , #364073 12/02/93 16:29 Rec $40.00 RK 733 FS 585 Silvia Davis, Pit;:in Cnty Clerk, Doc %,00 V I limited partnership ,743. THE PFISTER FAMILY, L.P., a Colorado By: _6Â£02~Â£/10 (lt, -4. ..E>'g. 9 Arthur O. Pfist , teneral Partner r.*54 4&6*4 /7, *LE By: 82:hix44/0,'@~~--ili'A Â°{Â·22 J ft- A-9- 9 3 Elii*beth 11. *ister; 54nerai Parl:ner %.~ 21 -0~1,42 /*40/A- EN Arthur o. yfister a/k/a Art P~ster f Ell*abeth V-Ffifite *- c.4.6 -JEJ ~~2' 1 4 - t-- 0 ...i 7-1 1*4 / 4 - ./ -,9 42 , l. 4 , . 1 ell 9 - 4 'lt!' ty 1 - 4...... : 1 ' , ..~ r ...2.Â·~=a.sati=gretinÂ£*%~w-%2~ . C- ge i h Â£ r. *Â· L 1 9 #364073 12/02/93 16: 29 Rec $40, 00 BK 733 PS 586 Silvia Davis, Pitkin Enty Clerk, Doc 5.00 1 . 1 - ..4. STATE oF COLORADO :pil H <47/f:~3 1 Ms. COUNTY QF . ~ h scribed and sworn-)to be fore ]&0 *,/Â¢24*y of ~6114-fitu ~yng by =::2). /*TACi' iGL,Li-~4&21'fti,ITE 1 37Â· LIABILITY COMPANY, a Utah limited liability the Manager of MAROON tk% - CREEK LIMITED LIABILITY COMPANY, a Colorado limited liability company. ,Â·:Â·15 S.'St - Witness my hand and official seal. My commission expires: 43-24 -79 J..01. 1 07 "Al Â·o T,rrA\ 3 4,3 k - t*. 1 Notary Public 0 4 <2.1501:3547 +* 0/ 006. '0/ 4,4,"f',1,11,10~ STATE OP COLORADO ) ~112 '. / ) SS. COUNTY OF r 1 -7' 1Â£,l*-1 ) ubicribed and sworn te before me this ~~~,<~4 day of ; IXACM*1VIS!014, 1993, by Arthur o. Pfister a/k/a Art Pfister and Elizabeth H. Pfister. Witness my hand and official seal. 0-,!,0, My commission expires: ~21; /-fr (o * ---nh-_ t~, .46'Â¥10 #C Motary publit- *4 ./4 5 ip..11'y 1 44 cr f 44Â·Â» 2 1â‚¬1':*.. '4 / Â·r- . I . 0 ..jito'.1.4 I-' 06 - 4.. k - 124 . .40 t J . .. Vâ‚¬;1,4 . St ...1 (0,-94F .. I . . 3 .- . .... - 1. 9 4364073 12/02/9,3 16:29 Rec $40Â·00 5" 733 PG 587 3 si 1 v] e Davis, Pitkin Enty Clerk, Doc 4,00 1 2 STATE OF COLORADO ) ) ss. Bi COUNTY 041-rnd , te Â¢.1 N L .... ,._su]REcribed and sworn to before me thi4alkday of r I.bU,Ij2Ul*Ut8922;-1993, by Arthur O. Pfister and Elizabeth H. faster the General Partners of THE PFISTER FAMILY, L.P. a Colorado limited partnership. 4., ?Sll o Witness my hand and official seal. 40; J 0 -24'. 4/7. . U' , 0 My commission expires: 47- 1-44. 45 0 3,SEAm*)1 4 / A - f P .1 + Mt-ili _ 4 2 lotary Pubtic' 1 . .9-1 : et 6 4 .*'.E... 1 . .ir '94rl + ,/ A. 4.441,1..9 . /4. Â· .. h.91 I $ 4. 0 -- WO 1 :'616.. 16240 , .1 0 \\ ' 2. 0 4 7, . 0 . 4 94. 211<44/ Â· If>9 4364073 12/02/93 16:29 Rec $40.00 BK 733 PG 588 . F Silvia Davis, P.tkin Caty ClerÂ·k, Doc $.OR EX11IDIT-h 6 -LÂ· C C 2gal.IN=ipligngl.th,Propvrly.) Parcels B. D, J, P and Q, Maroon Creek Club, according to the Final Plat and PUD thereof recorded November 15, 1993 in Plat Book 33 at 92 . 5 Page 4 of the records of the Clerk and Recorder of Pitkin County, Colorado. 4 -'h:.-2: :Mi:Â·-4 ~249Â°. k .1-0-4 ... R \,1 ... 1 f. 9. 4 . W 7 41 6-14 P = 1,14Â· 2 + . r Â·- 412+ Â· , 1/ 1. I. . 2. 6- , - I 1. 'f.T.â€¢' 1 51Â·,0 . 1 4.Â· i* 2:0 a. 4. ., A ...7 - 4 - 1 I . 1 , 44# 1 - ..4* - 1 1 .1 ' I "' 1 94 4144* .1, 4Â·7 r - . - M ' #364073 12/02/93 15:29 Rec *40.00 BK 733 PE 589 Silvia Davis, Pitkin Enty Clerk. Doc %.00 . 4 EXHIBI.:U ' A ' (Lecal Description of the Retained Parcel) J 1 .. '' 'U I 'F-,- Z RANGE 05 WEST Or THE 6TH P. M.. PITKIN COUNTY, COLORADO A tRACT' OF LAND SITUATED IN SECTION 11, TOWNSHIP 10 BOOTH, BEING MORE FULLY DESCRIBED AS FOLLOWS: taktÂ·. BEGINNING AT A POINT WHENCE THE NORTHWEST CORNER OF SAID SECTION 11 BEAR5 N 23*58'47' W 3064.58 FEET: -'All;-1-0.1.-t ~fiA--?,1 THENCE S 77'27'55' E 1@0.00 FEETâ€¢, a f.;,04}6 .- 4 93 THENCE S 25'57'30Â» E 187.83 FEET, TMENCE EAST 120.00 FEET, f ip< THENCE SOUTH 345.00 FEET; ,Â· ~'. Â·A TRENCE WEST 235.00 rEET, THENCE N 09.59'48. W 220.58 FEET; TMENCE N 77"27'55' W 260.00 FEET 1 9. , THENCE S 12'32'05* W 135.00 FEET; -6 THENCE N 77'27'55' W 250.00 FKE,t 1 THENCE N 12â€¢32'05" E 250.00 FEET TO THE POINT OP BEGINNING, CONTAINING 5.840 ACRES, MORE OR LESS. 1 -7 Â»61 1 0 2 .f Â· 3 t.283 N â‚¬nt,11 - Â·I#liÂ·) ~t i . ...â€¢.... . ... Â¢- r . l' - -I- :Al .* 1 1 " ..'-,4. 1 . ...1, V ' 3 43 1 ' 6 \1 h ' .. Hillary Seminick From: Dustin Anderson <danderson@forumphi.com> Sent: Wednesday, January 28,2015 4:31 PM To: David Radeck CC: Hillary Seminick; Ben Carlsen Subject: Re: FW: 511 Lazy Chair Referral Attachments: 511 LAZY CHAIR LOT 2 SITE 1.28.15.pdf; 2015-01-28_511 Lazy Chair_Z-007 TREE DEMO.pdf Follow Up Flag: Follow up Flag Status: Flagged All, Please see attached proposed Tree Planting and Tree Demo sheets for reference in 8040 GLR. Ben/Dave, I'll try to submit this tomorrow along with the worksheet. Please let me know if there are any graphical questions/concerns i need to address for that. Thanks, Dustin On Wed, Jan 28, 2015 at 3:15 PM, David Radeck <david.radeck@cityofaspen.com> wrote: Hi Dustin, i : Send me overthe landscape plan that you have developed. We would like to see a current site plan with trees that you are wanting to remove and then the proposed final site plan that you say will be ready by the end of the week. Ben is ; off on Friday but should be able to look it overon Monday and get comments to Hillary by Tuesday. David Radeck Project Technician City of Aspen Parks & Open Space 585 Cemetery Lane Aspen, CO 81611 P: 970-429-2025 * F: 970-920-5128 Email: david.radeck@cityofaspen.com http://aspenrecreation.com 1 .. DASPEN From: Dustin Anderson [mailto:danderson@forumphi.coml Sent: Wednesday, January 28, 2015 2:53 PM To: Hillary Seminick Cc: David Radeck Subject: Re: FW: 511 Lazy Chair Referral Hillary and David, We have a landscape plan developed. Are you mainly focusing on proposed trees. or also planting beds and irrigation zones/distribution? Would schematic level work or does this need to be the final? We should have final that i could send over by the end o f the week. Thanks, Dustin On Wed, Jan 28,2015 at 1:16 PM. Hillary Seminick <hillary.seminick@citvofaspen.com> wrote: Hi Dustin - Please see the comments below from the Parks Department. The greatest issue/need outlined below is the lack of a landscaping plan for the site: without which, Parks cannot provide comment. Let me know when we can expect a landscaping plan for the project. The hearing is scheduled for February 17th. which puts the project on a fairly tight timeline. Thanks. 2 .. Hillary Hillary Seminick Planner Technician Community Development Department City of Aspen 130 S. Galena St. ! Aspen. CO 81611 i 970-429-2741 www.aspenpitkin.com Notice and Disclaimer: 3 This message is intended only for the individual or entity to which it is addressed and may contain information that is confidential and exempt from disclosure pursuant to applicable law. If you are not the intended recipient, please reply to the sender that you have received the message in error and then delete it. Further, the information or opinions contained in this email are advisory in nature only and are not binding on the City of Aspen. If applicable, the information and opinions contain in the email are based on current zoning, which is subject to change in the future, and upon factual ' representations that may or may not be accurate. The opinions and information contained herein do not create a legal or vested right or any claim of detrimental reliance. From: David Radeck Sent: Wednesday, January 28,2015 12:05 PM To: Hillary Seminick Subject: RE: 511 Lazy Chair Referral Hillary, , Ben and I have discussed the 511 Lazy Chair project and since we do not at this time have a landscape plan, are unable to comment on the proposed project. We have met on site with representatives from Forum Phi and 1 1 Aspen Tree Service who have determined that the removal of various trees on site will be necessary for this t project to proceed. These trees are depicted in black on the Demo Site Plan Z-007. The trees indicated in blue. 3 .. ~ at this time. are not being requested for removal. We have informed them that they must submit a tree removal permit for any and all trees that they are requesting for removal. Ben is meeting with representatives from the Maroon Creek Gol f Course on Monday for clarification of what ' they are requiring. Once we have received a landscape plan showing both a current and proposed planting plan, we will then forward our comments to you. ' We would like you to be aware that we do have concerns regarding the driveway relocation through the Gamble Oak patch. Thanks ! David Radeck Project Technician City of Aspen Parks & Open Space 1 585 Cemetery Lane Aspen. CO 81611 P: 970-429-2025 * F: 970-920-5128 Email: david.radeck@citvofaspen.com http://aspenrecreation.com Â¢8 ASPEN 4 .. From: Hillary Seminick i Sent: Tuesday, January 27,2015 7:19 PM To: David Radeck Subject: Re: 511 Lazy Chair Referral Hey David, there are two projects on this road. I'in referring to the redevelopment of lot 2. not the road relocation. I'll give you a call in the am. Thanks! Sent from my iPhone On Jan 27,2015, at 6:06 PM, "David Radeck" <david.radeck@citvofaspen.com> wrote: Hi Hillary, I'm sorry that I didnt get back to you regarding this. Ben Carlsen and I met with Jason Jaynes : and the Forum Phi people out on site the other day and discussed the need for a tree removal permit on these 2 projects. Our number one concern was about the need to relocate the road to have a separation from the golf cart through an old grove of Gambel Oak. We hope there is a solution to this somewhere. We also do not know to what extent the Maroon Creek Golf Course has over the species of trees that they are requesting to be planted and the irrigation o f said trees. They have asked primarily for Blue Spruce and Aspens and the Parks Department would ask for a little more diversity in their choices. Chris Bendon has called out specifics in regards to the 8040 green line which are satisfactory to us here at Parks. Thanks ! David Radeck Project Technician City of Aspen Parks & Open Space 585 Cemetery Lane Aspen, CO 81611 P: 970-429-2025 * F: 970-920-5128 Email: david.radeck@citvofaspen.com http://aspenrecreation.com <image001 jpg> 5 .. From: Hillary Seminick Sent: Tuesday, January 27, 2015 2:28 PM To: David Radeck Subject: RE: 511 Lazy Chair Referral Hi Dave - Can you please update me regarding this referral? Thanks! Hillary Seminick Planner Technician Community Development Department City of Aspen 130 S. Galena St. Aspen. CO 81611 970-429-2741 www.aspenpitkin.com Notice and Disclaimer: This message is intended only for the individual or entity to which it is addressed and may contain information that is confidential and exempt from disclosure pursuant to applicable law. If you are not the intended recipient, please reply to the sender that you have received the message in error and then delete it. Further, the inforrnat on or opinions contained in this email are advisory in nature only and are not binding on the City of Aspen. If applicable, the information and opinions contain in the email are based 1 on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The opinions and information contained herein do not create a legal or vested right or any claim of detrimental reliance. From: Hillary Seminick Sent: Tuesday, January 20,2015 2:22 PM 6 .. To: David Radeck; Trish Aragon (Trish.Aragon@citvofaspen.com) Subject: 511 Lazy Chair Referral Importance: High Hi Dave & Trish I have a referral for development oftwo lots in the Pfister subdivision; however, they are enormous. I put them on the x drive to share. I need comments from both departments by Jan 27% 2014 to keep with the P&Z schedule. Let me know asap i f this does not work for you. X:\City\Hillary Seminick\511 Lazy Chair - ENG and Parks Referral Thanks! Hillary Hillary Seminick Planner Technician Community Development Department City of Aspen 130 S. Galena St. Aspen, CO 81611 970-429-2741 www.aspenpitkin.com Notice and Disclaimer: This message is intended only for the individual or entity to which it is addressed and may contain information that is confidential and exempt from disclosure pursuant to applicable law. If you are not the intended recipient, please reply to the sender that you have received the message jn error and then delete it. Further, the information or opinions contained in this email are advisory in nature only and are not binding on the City of Aspen. If applicable, the information and opinions contain in the email are based 1 i on current zoning, which is subjeu to change in the future, and upon factual representati~ that may or may not be accurate. The opinions and information contained herein do not create a legal or vested right or any claim of detrimental reliance. Dustin Anderson - Assoc. AIA, LEED AP ARCHITECTURE I INTERIORS I PLANNING 715 W. Main St. I Ste. 204 I Aspen, CO 81611 p 970.319.7399 I f. 866.770.5585 I forumphi.com Dustin Anderson - Assoc. AIA, LEED AP FORUM Mit ARCHITECTURE I INTERIORS I PLANNING 715 W. Main St. I Ste. 204 I Aspen, CO 81611 p. 970.319.7399 I f. 866.770.5585 I forumphi.com 00 Cuh 8 .. AFFIDAVIT OF PUBLIC NOTICE REQUIRED BY SECTION 26.304.070 AND CHAPTER 26.306 ASPEN LAND USE CODE ADDRESS OF PROPERTY: 311 62~ C,Urbek 14, Aspen, CO STATE OF COLORADO ) ) SS. County of Pitkin ) I, (name, please print) 962 4* being or representing an Applicant to the City of Aspen, Colorado, hereby personally certify that I have complied with the public notice requirements of Section 26.304.060 (E) or Section 26. 0 (E) o f the Aspen Land Use Code in the following manner: ~ Publication of notice: By the publication in the legal notice section of an official paper or a paper o f general circulation in the City of Aspen no later than fourteen (14) days after final approval of a site specific development plan. A copy of the publication is attached hereto. Publication of notice: By the publication in the legal notice section of an official paper or a paper o f general circulation in the City o f Aspen no later than fifteen (15) days after an Interpretation has been rendered. A copy of *e publication is attached hereto. Signature The forÂ©Hoing "Affidavit of Notice" was askpowledÂ®d before me this~ day of frkar~ . 201.5..by 12,-hil *tiba PUBLIC NOTICE WITNESS MY HAND AND OFFICIAL SEAL Of DEVELOPMENT APPROVAL Notice is hereby given to the general public of the approval of a site-specific development plan, and My commission expires: .3-10; Ble the creation of a vested property right pursuant to the Land Use Code of the City of Aspen and Title 24, Article 68, Colorado Revised Statutes, pertain- ing to the following described properly: Parcel ID #2735-113-02-002, Legally described as Lot 2, Arthur O. Pfister Fully Developed Lands Subdivi- 844 944% Alto flat --_ sion Exemption, City and Townsite of Aspen, Pit- kin County, Colorado; commonly known as 511 La- Notary Public zy Chair Ranch Road. 8040 Greenline Review approval was granted to demonsh the existing ~ KAREN REED PATTERSON 1 home and construct a new single family residence through Planning and Zoning Commission Resolu- NOTARY PUBLIC I tion #6, Series of 2015, approved on February 17, 2015. The change is depicted in the land use appli- cation on file with the City of Aspen. For further ATTACHMENTS: 1 STATE OF COLORADO 1 information contact Hillary Seminick at the City of 1 NOTARY ID #19964002767 1 Aspen Community Development Dept., 130 S 1 My Commjssion Expires February 15, 2016 Galena St., Aspen. Colorado. (970) 429-2741. City of Aspen COPY OF THE PUBLICATION Published in The Aspen Times on February 26, 2015. (10977808) 0 0 AFFIDAVIT OF PUBLIC NOTICE REQUIRED BY SECTION 26.304.060 (E), ASPEN LAND USE CODE > ADDRESS OF PROPERTY 511 Lqg:y Cl.clr RJ , Aspen, CO SCHEDULED PUBLIC HEAR[~G DATE: TD eyola 7 A 6, 11- @ 4 .. 30 ft' , 20 /1 STATE OF COLORADO ) ) SS. County of Pitkin ) L Fal fer#* (name, please print) being or representing an Applicant to the City of Aspen, Colorado, hereby personally certify that I have complied with the public notice requirements of Section 26.304.060 (E) of the Aspen Land Use Code in the following manner: f Publication of notice: By the publication in the legal notice section of an official paper or a paper of general circulation in the City of Aspen at least fifteen (15) days prior to the public hearing. A copy of the publication is attached hereto. Posting of notice: By posting of notice, which form was obtained from the Community Development Department, which was made of suitable, waterproof materials, which was not less than twenty-two (22) inches wide and twenty-six (26) inches high, and which was composed of letters not less than one inch in height. Said notice was posted at least fifteen (15) days prior to the public hearing on the day of , 20 , to and including the date and time of the public hearing. A photograph of the posted notice (sign) is attached hereto. Mailing of notice. By the mailing of a notice obtained from the Community Development Department, which contains the information described in Section 26.304.060(E)(2) of the Aspen Land Use Code. At least fifteen (15) days prior to the public hearing, notice was hand delivered or mailed by first class postage prepaid U.S. mail to all owners of property within three hundred (300) feet of the property subject to the development application. The names and addresses of property owners shall be those on the current tax records of Pitkin County as they appeared no more than sixty (60) days prior to the date of the public hearing. A copy of the owners and governmental agencies so noticed is attached hereto. Neighborhood Outreach: Applicant attests that neighborhood outreach, summarized and attached, was conducted prior to the first public hearing as required in Section 26.304.035, Neighborhood Outreach. A copy of the neighborhood outreach summary, including the method of public notification and a copy of an-y documentation that was presented to the public is attached hereto. (continued on next page) L -1 Mineral Estate Owner Notice. By the certified mailing of notice, return receipt requested, to affected mineral estate owners by at least thirty (30) days prior to the date scheduled for the initial public hearing on the application of development. The names and addresses of mineral estate owners shall be those on the current tax records of Pitkin County. At a minimum, Subdivisions, SPAs or PUDs that create more than one lot, new Planned Unit Developments, and new Specially Planned Areas, are subject to this notice requirement. Rezoning or text amendment. Whenever the official zoning district map is in any way to be changed or amended incidental to or as part of a general revision o f this Title, or whenever the text of this Title is to be amended, whether such revision be made by repeal of this Title and enactment of a new land use regulation, or otherwise, the requirement of an accurate survey map or other sufficient legal description of, and the notice to and listing of names and addresses of owners of real property in the area of the proposed change shall be waived. However, the proposed zoning map shall be available for public inspection in the planning agency during all business hours for fifteen (15) days prior to the public hearing on such amendments. 44! Ren, n \S*nature The fqregoing "Affidavit ofNotice" was acknowle~ge*before me this .2~ day of Jo, A. , 20 35, by FM d Ve Tri A WITNESS MY HAND AND OFFICIAL SEAL My commission expires: 41.lielldio Notary Public KAREN REED PATTERSON , NOTARY PUBLIC STATE OF COLORADO ATTACHMENTS AS APPLICABLE: NOTARY ID #19964002767 â€¢ COPY OF THE PUBLICATION My Commissiof---82!LEsf*972-&2016 â€¢ PHOTOGRAPH OF THE POSTED NOTICE (SIGN) â€¢ LIST OF THE OWNERS AND GOVERNMENTAL AGENCIES NOTICED BY MAIL â€¢ APPLICANT CERTIFICATION OF MINERAL ESTAE OWNERS NOTICE AS REQUIRED BY C.R.S. Â§24-65.5-103.3 PUBLIC NOTICE RE: 511 LAZY CHAIR ROAD 8040 GREENLINE REVIEW NOTICE IS HEREBY GIVEN that a public hearing4 will be held on Tuesday, February 17, 2015 at a meeting to begin at 4:30 p.m, before the Aspen Planning and Zoning Commission, Sister Cities Meeting Room. City Hall, 130 S. Galena St., As~ pen, to consider an application submitted by Steev Wilson, Forum Phi Architecture, on behalf of Lazy Chair Lot 2, LLC; Suite 4102 B, Aspen 81611, owner of the subject property. The applicant is re- questing an 8040 Greenline Review that will permit the redevelopment of the lot with a new single fam- ily residence. The property is legally described as Arthur 0, Pfister Exemption Lot 2. For further information, contact Hillary Seminick at the City of Aspen Community Development Department, 130 S. Ga- lena St., Aspen, CO, (970) 429.2741, Hillary.Semi- nick@cityofaspen.com. b W L.J. Erspamer, Chair r Aspen Manning and Zoning Commission ~ ~ Published in the Aspen Times on January 29th, IL 2015 (109038891 y sources, as identified in Case No. 05CW141, to tl* 16W, 6* P.M., approximately 1,000 feet from the Norti ginal decree: 12/3/2009, in Case No. 05CW141, Distric, e exchange reach follows Taylor Creek from the locatior nds to the confluence of Taylor Creek and the Flyingpar TZS, R86W, 6' P.M. at a point whence Angle Point No aylor Creek and the Fryingpan River, located in Lot 2 01 0 feet from the East section line. Rate ofExchange: 0.04 ' Exchange Deliveries: Exchange water will be deliverec Bed in Case No. 05CW 141, to the confluence of Tayloi Absolute: By notice filed with the Division Engineer or :rational and notice of intent to operate the Taylor Cred Taylor Creek Pond Inlet water right and Freiler SprinE onsen'ancy Distlict, Contract No. 468, thus utilizing the : water applied to benefcial use: Not later than July !6 dmin No. 30895.23491).Amount: 0.17 c.fs. absolute Ihe Taylor Creek Ranch consists of approximately 76.64 PM. Green Mountain Exchange: Date water applied tc River Main Stem by Grand Valley Canal (Admin No 1se where water is applied to beneficial use: The Tayloi I and the NEt/4 of Sec. 12, TRS, 186W, 60 P.M. Ialgi '12. Amount: 0.13 c.f.5., absolute. Use se: The Taylor Creek Ranch consists o f approximateb 6* P.M. Freiler Soring Exchange: Date water applied tc wd aerthetic Decenntion nf nlâ„¢Â·p nf ingp whpre u,tpr i, .. AFFIDAVIT OF PUBLIC NOTICE REQUIRED BY SECTION 26.304.060 (E), ASPEN LAND USE CODE ADDRESS OF PROPERTY: 511 Lazy Chair Road , Aspen, CO SCHEDULED PUBLIC HEARING DATE: February 17th ,2015 STATE OF COLORADO ) ) SS. County ofPitkin ) 1, Steev Wilson (name, please print) being or representing an Applicant to the City of Aspen, Colorado, hereby personally certify that 1 have complied with the public notice requirements of Section 26,304.060 (E) of the Aspen Land Use Code in the following manner: X Publication of notice: By the publication in the legal notice section of an official paper or a paper of general circulation in the City of Aspen at least fifteen (15) days prior to the public hearing. A copy ofthe publication is attached hereto, X Posting of notice: By posting of notice, which form was obtained from the Community Development Department, which was made of suitable, waterproof materials, which was not less than twenty-two (22) inches wide and twenty-six (26) inches high, and which was composed of letters not less than one inch in height. Said notice was posted at least fifteen (15) days prior to the public hearing on the2nd day of February , 2015_, to and including the date and time of the public hearing. A photograph o,f the posted notice (sign) is allached hereto, X Mailing of notice. By the mailing of a notice obtained from the Community Development Department, which contains the information described in Section 26.304.060(E)(2) of the Aspen Land Use Code. At [east fifteen (15) days prior to the public hearing, notice was hand delivered or mailed by first class postage prepaid U.S. mail to at] owners of property within three hundred (300) feet of the property subject to the development application. The names and addresses of property owners shall be those on the current tax records of Pitkin County as they appeared no more than sixty (60) days prior to the date of the public hearing. A copy of the owners and governmental agencies so noticed is attached hereto. Neighborhood Outreach: Applicant attests that neighborhood outreach, summarized and attached, was conducted prior to the first public hearing as required in Section 26.304.035, Neighborhood Outreach. A copy of the neighborhood outreach summary, including the method of public notification and a copy of any documentation thal was presented to the public is attached hereto, (continued on next page) .. Mineral Estate Owner Notice. By the certified mailing of notice. return receipt requested, to affected mineral estate owners by at least thirty (30) days prior to the date scheduled for the initial public hearing on the application of development. The names and addresses of mineral estate owners shall be those on the current tax records of Pitkin County. At a minimum, Subdivisions, SPAs or PUDs that create more than one lot. new Planned Unit Developments. and new Specially Planned Areas. are subject to this notice requirement. Rezoning or text amendment. Whenever the official zoning district map is in any way to be changed or amended incidental to or as part of a general revision of this Title, or whenever the text of this Title is to be amended. whether such revision be made by repeal of this Title and enactment of a new land use regulation. or otherwise. the requirement of an accurate survey map or other sufficient legal description of, and the notice to and listing of names and addresses of owners of real property in the area of the proposed change shall be waived. However. the proposed zoning map shall be available for public inspection in the planning agency during all business hours for fifteen ( 15) days prior to the public hearing on such amendments. Signature The foregoing "Affidavit of Notice" was acknowledged before me this J day of Fe\ork.Af , 201.EL. by 51'deg Wi\Don Wi'INESS MY HAND AND OFFICIAL b|YALNA S WRIGHT ' NOTARY PUBLIC BTAT& OF COLORADO NOTARY ID 0 20014009448 Mycommission expires: 4 Pb/11- 41Â¥ COMMISSION EXMRES APRIL 03, 2017 - (14110 1 91,~~GY> Nfitary Public ATTACHMENTS AS APPLICABLE: â€¢COPY OF THE PUBLICATION â€¢PHOTOGRAPH OF THE POSTED NOTICE (SIGN) â€¢ LIST OF THE OWNERS AND GOVERNMENTAL AGENCIES NOTICED BY MAIL â€¢ APPLICANT CERTIFICATION OF MINERAL ESTAE OWNERS NOTICE AS REQUIRED BY C.R.S. Â§24-65.5-103.3 .. 511 Lazy Chair - Adjacent Properties within 300 feet ofArthor O Pfister Exemption Lots 2&3 Author O Pfister Exemption Lot 1: ID#: 273511302801 City ofAspen Attn Finance Dept 130 S Galena St Aspen, CO 81611 Lot 48: ID#: 273511309048 120 Pfeifer Place Bravura LLC 533 E Hopkins 3rd Floor Aspen, CO 81611 Lot 47: ID#: 273511309047 (Sent as one notification to Lot 48 Owner) 110 Pfei fer Place Bravura LLC 533 E Hopkins 3id Floor Aspen, CO 81611 Lot A-D ID#: 273511209053 Maroon Creek LLC 10 Club Circle Aspen, CO 81611 Section: 11 Township: 10 Range: 85 Parcel of land in NE4SW4 of SEC 11-10-85 DESC BY M/B ID#: 273511300004 Kathryn A Finley 550 Lazy Chair Ranch Road Aspen, CO 81611 Lots H,J,K,L.M,N,P,Q,R,S & Roads ID#: 273511209055 Maroon Creek Club Master Association C/O Joshua and CO 300 S Hunter St Aspen, CO 81611 Lot 46: ID#: 273511309046 100 Pfeifer Place Crossgates LLC 533 E Hopkins Ave Aspen, CO 81611 Author O Pfister Exemption Lot 3: ID#:273511302003 Lazy Chair Lot 3 LLC 0133 Prospector Road #4102B Aspen, CO 81611 .. ASPEN POST OFFICE 235 PUPPY SMITH RD ASPEN, CO 81611-9998 02/02/2015 12:19:37 PM Sales Receipt Product Sale Unit Final Description Qty Price Price ASPEN, CO 81611 $.49 Zone-0 First-Class MailÂ® Letter 0 lb. 0.40 oz. * Expected Delivery Day Wednesday, February 4. ======== Issue Postage: $.49 $.49 Stamps 2 S.49 $.98 ASPEN, CO 81611 $.49 Zone-0 First-Class MailÂ® Letter 0 lb. 0.40 oz. * Expected Delivery Day Wednesday, February 4. ======== Issue Postage: $.49 ASPEN, CO 81611 S.49 Zone-0 First-Class MallÂ® Letter 0 lb. 0.40 oz. * Expected Delivery Day Wednesday, February 4. Issue Postage: $.49 ASPEN, CO 81611 $.49 Zone-0 First-Class MailÂ® Letter I 0 lb. 0.40 oz. ' Expected Delivery Day Wednesday, February 4 ======== , Issue Postage: $.49 ASPEN, CO 81611 $.49 Zone-0 First-Class MailÂ® Letter 0 lb. 0.30 oz. ' Expected Delivery Day Wednesday, February 4 ======== Issue Postage: $.49 total: ========== $3,43 Pald by: VISA 13.43 Account #: XXXXXXXXXXXX4475 Approval #: 014255 Transaction #: 002 23-902030378-99 SSK Transaction #: 13 USPSÂ® # 070432-9550 Thanks. It's a pleasure to serve you. ALL SALES FINAL ON STAMPS AND POSTAGE. REFUNDS FOR GUARANTEED SERVICES ONLY. .. .r -- 34 J; 1 i * 4/ 9.-r./F--. ----- .-...9~ 4-- - .7-. -A jj- -F.== 4/23:/WL*~I'll.li- Image of public notice sign on February 2nd, 2015 jtU PUBLIC NOTICE Date: Feburary 17, 2015 ."1 4 * Time: 4:30 pm | / 44 .t-~ Â·-3Â·-11.1 l. '"rk# V# *EN 1 Place: City Hall - 130 S. Galena St., Sister Cities Room Purpose: Lazy Chair Lot 2, LLC, represented by Forum Phi; will take part in a public hearing, at the above date and time, with the Planning and Zoning Commission to review plans to redevelop the lot with a new single family home. Reviews include 8040 Greenline Review Approval. For more information contact the Aspen Planning Dept. at 970.429.2741. . . 2 ECEIVEn DEC 2 6 2014 CITY OF ASPEN ARCHITECTURE I INTERIORS I PLANNING FORUM PHI râ„¢4,1.!NITY DFI/Fl OPUFN FORUMPHI.COM 7,5 W Ya:n S! 1 Sie 204 I Aspen. CO 81611 2 970,273 4137 F ?66 770 '58 1405 - 511 Lazy Chair Road, Lot 2 - 8040 Greenline Review Land Use Application 12/24/2014 Section Title Pg(S) 1 Completed Land Use Application 2-8,10-12 Review criteria response to attachment 4 9 Signed fee agreement 13-14 11 Pre-application Conference Summary 15-17 Ill Total deposit forreview of the application 18 IV Street address and legal description of parcel 19 V Applicant's name (Deed & Title) 20-21, 22-34 Consent and Authorization to Represent 35 VI 1St Amendment Final Plat, Site Improvement Surveys See plan set VII HOA Compliance Form 36 Letter from the HOA regarding Schematic Design Approval 37-40 Vlll Written description of the proposal See pg 9, #7 VI111 Written responses to all review criteria 41-43 X Vicinity map with adjacent properties list 44-45 XI Geotechnical Soils Report 46-78 Geotechnical Hazards Report 79-83 10 Copies of the complete application packet and associated drawings A digital copy of the application provided in pdf file format - Enclosed thumb drive A 3D file will be presented at the public hearing .. f . CITY OF AsPEN COMMUNITY DEVELOPMENT DEPARTMENT GENERAL LAND USE APPLICATION PACKET THE Cin oF Asr[ N Attached is an Application for review of Development that requires Land Use Review pursuant to the City of Aspen Land Use Code. Included in this package are the following attachments: 1. Development Application Fee Policy, Fee Schedule and Agreement for Payment Form 2. Land Use Application Form 3. Dimensional Requirements Form 4. Matrix of Land Use Application Requirements/Submittal Requirements Key 5. General Summary of Your Application Process 6. Public Hearing Notice Requirements 7. Affidavit ofNotice All applications are reviewed based on the criteria established in Title 26 ofthe Aspen Municipal Code. Title 26 of the Aspen Municipal Code is available at the City Clerk's Office on the second floor of City Hall and on the internet at www.aspenpitkin.com, City Departments, City Clerk, Municipal Code, and search Title 26. We strongly encourage all applicants to hold a pre-application conference with a Planner in the Community Development Department so that the requirements for submitting a complete application can be fully described. Also, depending upon the complexity of the development proposed, submitting one copy of the development application to the Case Planner to determine accuracy, insufficiencies, or redundancies can reduce the overall cost of materials and Staff time. Please recognize that review of these materials does not substitute for a complete review of the Aspen Land Use Regulations. While this application package attempts to summarize the key provisions of the Code as they apply to your type of development, it cannot possibly replicate the detail or the scope of the Code. If you have questions which are not answered by the materials in this package, we suggest that you contact the staff member assigned to your case or consult the applicable sections of the Aspen Land Use Regulations. to 03Â·20/ 5-Â·*1_91 M-6 - 0 6#CINVED JAN 8 2015 ATTACHMENT 2 -LAND USE APPLICATION CITY 0:- M.':DEN PROJECT: Name: Lazy Chair Lot 2 511 Lazy Chair Road, Aspen CO 81611 Location: (Indicate street address, lot & block number, legal description where appropriate) Parcel ID # (REQUIRED) 273511302002 APPLICANT: Name: Lazy Chair Lot 2, LLC Address: Suite 4102 B, Aspen CO 81611 Phone #: 970-920-1280 REPRESENTATIVE: Name: Forum Phi Architecture Address: 715 West Main Street, Suite 204 970-319-7399 Phone #: TYPE OF APPLICATION: (please check all that apply): GMQS Exemption U Conceptual PUD U Temporary Use GMQS Allotment U Final PUD (& PUD Amendment) U Text/Map Amendment Special Review U Subdivision U Conceptual SPA ESA - 8040 Greenline, Stream El Subdivision Exemption (includes 3 Final SPA (& SPA Margin, Hallam Lake Bluff, condominiumization) Amendment) Mountain View Plane L] Commercial Design Review L] Lot Split U Small Lodge Conversion/ Expansion D Residential Design Variance U Lot Line Adjustment El Other: U Conditional Use EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.) Existing 7BR/5.5BA W/ 2 car garage single family residence, to be demolished for redevelopment Ordinance No. 12 (Series of 2014) - 511 Lazy Chair Dr., Minor Subdivision Amendment PROPOSAL: (description of proposed buildings, uses, modifications, etc.) Proposed approval of 8040 Greenline Land use review for new construction of 5BR/5.5BA with 3 car garage single family residence Have you attached the following? FEES DIJE: $ 4490 E Pre-Application Conference Summary Â® Attachment #1, Signed Fee Agreement Â® Response to Attachment #3, Dimensional Requirements Form & Response to Attachment #4, Submittal Requirements- Including Written Responses to Review Standards U 3-D Model for large project All plans that are larger than 8.5" X 11" must be folded. A disk with an electric copy of all written text (Microsoft Word Format) must be submitted as part of the application. Large scale projects should include an electronic 3-D model. Your pre-application conference summary will indicate if you must submit a 3-D model. El El El El .. ATTACHMENT 3 DIMENSIONAL REQUIREMENTS FORM Project: 511 Lazy Chair - Lot 2 Applicant: Lazy Chair Lot 2, LLC Location: 511 Lazy Chair Road, Aspen CO 81611 Zone District: RR Lot Size: 2.4 Acres Lot Area: 55,740.4 SF (for the purposes of calculating Floor Area, Lot Area may be reduced for areas within the high water mark, easements, and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Existing: NIA Proposed: NIA Number of residential units: Existing Single Proposed: Single Number of bedrooms: Existing: 7 BR Proposed: 5 BR Proposed % of demolition (Historic properties only): DIMENSIONS: Floor Area: Existing: 3523 SF Allowable. 6714.8 SFProposed. 6181 SF Principal bldg. height: Existing: 22 ET Allowable: 28 FT Proposed: 27'-1" Access. bldg. height: Existing: N/A Allowable: NIA Proposed. NIA On-Site parking: Existing: 2+ Required: 2 Proposed: 3+ % Site coverage: Existing.Â· N/A Required: NIA Proposed: NIA % Open Space: Existing: No Reg Required: No Reg Proposed: No Reg Front Setback: Existing: N/A Required: 30 ET Proposed: 30 ET Rear Setback: Existing. NA Required: 20 FT Proposed: 20 FT Combined F/R: Existing: NIA Required: 50 ET Proposed: 50 FT Side Setback: Existing: N/A Required: 20 FT Proposed: 20 FT Side Setback: Existing.- N/A Required: 20 FT Proposed: 20 FT Combined Sides: Existing.Â· N/A Required: 40 FT Proposed: 40 FT Distance Between Existing N/A Required: No Reg Proposed: No Reg Buildings Existing non-conformities or encroachments: None Variations requested: None ATTACHMENT 4- MATRIX OF LAND USE APPLICATION REQUIREMENTS For application requirements. refer to the numbers in the in second column. These numbers correspond to the key on page 9. For multiple reviews, do not duplicate information. All application materials must be complete and submitted in collated packets. All drawings must include an accurate graphic scale Type of Review App. Submission Requirements Process Type (See Process Number of Required Submittal (See key on page 9.) Description in Att.5) Packets 8040 GREENLINE REVIEW 1-7, 8-10,35 P& Z 10 8040 GREENLINE ExEMPTION 1-7,8-10,35 ADMINISTRATIVE REVIEW 2 STREAM MARGIN REVIEW 1-7, 8,10, 11, 12,35 P & Z OR ADMINISTRATIVE (Based 2 for 0 Admin., 10 for P &Z on Location) STREAM 1MARGIN EXEMPTION 1-7, 8, 10,11, 12,35 ADMINISTRATIVE REVIEW 2 HALLAM LAKE BLUFF REVIEW 1-7,13, 14,35 P& Z 10 MOUNTAIN VIEM PLANE 1-7,15,16,35 P& Z 10 CONDITIONAL USE 1-7,9,17 P& Z 10 SPECIAL REVIEW* 1-7, Additional Submission Reg. depend P & Z 10 on nature of the Special Review Request. SYBDIVISION 1-7, 18,19, 20, 21,35 P & Z, AND CITY COUNCIL 20 EXEMPT SUBDIVISION 1-7, 18, 19,20,21,35 CITY COUNCIL 10 LOT LINE ADJUSTMENT 1-7,22 ADMINISTRATIJ'E REVIEW 2 LOT SPLIT 1-7, 22 CITY COUNCIL 10 CODE AMENDMENT 1-4,7,23 P & Z, AND CITÂ¥ COUNCIL 20 WIRELESS TELECOM. 1-7, 16, 24,25, 26, 27,35 ADMIN. OR P&Z 2 for Admin., 10 for P&Z SATELITE DISH OVER 24" IN 1-7 ADMIN. OR P&Z 2 for Admin., 10 for P&Z DIAMETER RES. DESIGN STANDARDS 1-7, 9,28, 29, 30 P & Z OR DRAC 10 VARIANCE < GMQS EXEMPTION* 1-7, Additional Submission Reg. depend ADMIN., OR P & Z, AND/OR CC 2 for Admin., 10 for P & Z, 20 for P on nature of the Exemption Request. (BASED ON EXEMPTION TYPE) & Z and CC CONDOMINIILMIZATION 1,31 ADMINISTRATIVE 2 PUD 1-7,32,33,35 CONCEPTUAL- P & Z, AND CC 20 for P&Z and CC (Submit FINAL -P&Z, AND CC Separately for Final PUD Review) LODGE PRESERVATION PUD 1-7,35 P & Z, AND CC 20 PUD AMENDMENT 1-7 ADMIN., OR P & Z, AND/OR CC 2 for Admin., 10 for P & Z, 20 for P (BASED ON AMENDMENT 11'PE) & Z and CC SPECI.ALLY PLANNED AREA 1-7,35 CONCEPTI'AL -P&Z, AND CC 20 for P&Z and CC (Submit (SPA) FINAL- P & Z, AND CC Separately for Final SPA) AMENDMENT TO SPA 1-7 ADMIN., OR P &ZAND CC 2 for Admin., 20 for P&Z and CC (BASED ON SIGNIFICANC'E OF AMENDMENT) TEMPORAIn USE 1-7 ADMIN. OR CC (BASED ON 2 for Admin., 10 for City Council DURATION TIME) ACCESSORY DWELLING UNIT 1-7,9 ADMIN OR P &%(BASED ON IF 2 for Administrative Review THE PROPOSAL MEETS REVIEW < STANDARDS) REZONING 1-7 P & Z AND CC 20 DIMENSIONAL REQUIREMENTS 1-7,34 BOARD OF ADJUSTMENT 9 VARIANCE * Consult with a Planner about submittal requirements. ** A pre-application conference with a Planner should be conducted prior to submitting any land use application. Please call 920-5090 to schedule a pre-application conference. .. ATTACHMENT 4-CONT'D- SUBMITTAL KEY I Land Use Application with 12 Accurate elevations (in relation to systein in the area of the proposed Applicant's name, address and telephone mean sea level) of the lowest Iloor, subdivision. The contents of the plat shall number, contained within a letter signed including basement, of all new or be of sufficient detail to determine by the applicant stating the name, address, substantially improved structures. a whether the proposed subdivision will and telephone number of the verification and recordation of the actual meet the design standards pursuant to representative authorized to act on behalf elevation in relation to mean sea level to Land Use Code Section 26.480.060(3).20 of the applicant which any structure is constructed. a Subdivision GIS Data. demonstration that all new construction or 2. The street address and legal substantial improvements will be 21. A landscape plan showing location, description of the parcel on which anchored to prevent flotation, collapse or size, and type of proposed landscape development is proposed to occur. lateral movement of any structure to be features. constructed or iinproved. a demonstration 3. A disclosure of ownership of the that the structure will have the lowest 22. A subdivision plat which meets the parcel on which development is proposed floor, including basement. elevated to at terms ofthis chapter, and conforms to the to occur, consisting of a current certificate least two (2) feet above the base flood requirements of this title indicating that no from a title insurance company, or elevation, all as certified by a registered further subdivision may be granted for attorney licensed to practice in the State of professional engineer or architect. these lots nor will additional units be built Colorado, listing the names of all owners without receipt of applicable approvals of the property, and all mortgages, 13. A landscape plan that includes pursuant to this chapter and growth judgments, liens, easements. contracts and native vegetative screening of no less than management allocation pursuant to agreements affecting the parcel, and fifty (50) percent of the development as Chapter 26.470. demonstrating the owner's right to apply viewed from the rear (slope) of the parcel. for the Development Application. All vegetative screening shall be 23. The precise wording of any maintained in perpetuity and shall be proposed amendment. 4. An 8 1/2" x 11" vicinity map locating replaced with the same or comparable the subject parcel within the City of material should it die. 24. Site Plan or plans drawn to a scale of Aspen. one ( 1") inch equals ten ( 10') feet or one 14. Site sections drawn by a registered (13 inch equals twenty (20') feet, 5. A site improvement survey including architect, landscape architect, or including before and "after" photographs topography and vegetation showing the engineer shall be submitted showing all (simulations) specitring the location of current status of the parcel certified by a existing and proposed site elements, the antennas, support structures. transmission registered land surveyor, licensed iii the top of slope, and pertinent elevations buildings and/or other accessory uses, State of Colorado. (This requirement, or above sea level. access, parking, fences, signs, lighting, any part thereof, may be waived by the landscaped areas and all adjacent land Community Development Department if 15. Proposed elevations of the uses within one-hundred fifty ( 150') feet. the project is determined not to warrant a development, incl uding any rooftop Such plans and drawings should survey document.) equipment and how it will be screened. demonstrate compliance with the Review Standards ofthis Section 6. A site plan depicting the proposed 16. Proposed elevations of the layout and the project's physical development, including any rooftop 25. FAA and FCC. Coordination. relationship to the land and it's equipment and how it will be screened. Statements regarding the regulations of surroundings. the Federal Aviation Administration 17. A sketch plan ofthe site showing ( FAA) and the Federal Communications 7 A written description of the existing and proposed features which are Commission (FCO. proposal and a written explanation of relevant to the review, how a proposed development complies 26 Structural Integrity Report from a with the review' standards relevant to the 18. One (1) inch equals four hundred professional engineer licensed in the di#i-Inplii,_lit application. (400) feet scale city map showing the State of Colorado. location of the proposed subdivision, all 8 Plan with Existing and proposed adjacent lands owned by or under option 27. Evidence that an effort was made to grades at two-foot contours, with five-foot to the applicant, commonly known locate on an existing wireless intervals for grades over ten ( 10) percent. landmarks. and the zone district in which telecommunication services facility the proposed subdivision and adjacent site including coverage/ interference 9. Proposed elevations ofthe development properties are located. analysis and capacity analysis and a brief statement as to other reasons for 10 A description of proposed ]9. A plat which retlects the layout of success or no success. construction techniques to be used the lots, blocks and structures in the proposed subdivision. The plat shall 28. Neighborhood block plan at 11 A Plan with the 100-year floodplain be drawn at a scale of one (1) equals one 1"=50' (available from City Engineering line and the high water line. hundred (100) feet or larger. Architectural Department) Graphically show the front scales are not acceptable. Sheet size shall portions of all existing buildings on both be twenty-four (24) inches by thirty-six sides of the block and their setback from (36) inches. If it is necessary to place the the street in feet Identify parking and plat on more than a one (1) sheet, an index front entry for each building and locate shall be included on the first sheet. A any accessory dwelling units along the vicinity map shall also appear on the first alley (Continued on next page.) sheet showing the subdivision as it relates to the rest of the city and the street .. Indicate whether any portions of the 35 Exterior Lighting Plan Show the houses immediately adjacent to the location, height. type and luminous subject parcel are one story (only one intensity of each above grade fixture. living level). Estimate the site illumination as measured in foot candles and include minimum, 29. Roof Plan. maximum, and average illumination. Additionally, provide comparable 30. Photographic panorama Show examples already in the community that elevations ofall buildings on both sides of demonstrate technique, specification. and/ the block. including present condition of, or light level if they exist. the subject property. Label photos and mount on a presentation board 31 A condominium subdivision exemption plat drawn with permanent ink on reproducible mylar. Sheet size shall be twenty-four (24) inches by thirty-six (36) inches with an unencumbered margin of' one and one-half ( 1 1/2) inches on the leR hand side of the sheet and a one-half ( 1/2) inch margin around the other three (3) sides of the sheet pursuant to Land Use Code Section 26.480.090. 32. A description and site plan of the proposed development including a statement of the objectives to be achieved by the PUD and a description of the proposed land uses. densities. natural features, traffic and pedestrian circulation. oiT-street parking, open space areas, infrastructure improvements, and site drainage. 33 Anarchitectural character plan generally indicating the use, massing, scale, and orientation of the proposed buildings. 34. A written description ofthe variance being requested .. 511 Lazy Chair Lot: 2 - 8040 Greenline Review Criteria Response to Land Use Application, attachment 4 l. Land Use Application. enclosed 2. Arthur O Pfister Exemption, 511 Lazy Chair Road, Parcel # 273511302002 3. Disclosure of ownership. enclosed 4. Vicinity Map, enclosed 5. Site Improvement Survey, Historical Survey, and 1 St Amendment to Final Plat. enclosed 6. Site Plans - Existing site demo, see Z-007, Proposed, see Z-013 7. This application for 8040 Greenline Review demonstrates our calculation of net lot area through the historical grade survey provided by Colorado licensed surveyor. This lot is not affected by many intents ofthe 8040 Greenline Review. This lot is on a stand alone knoll. outside of dangers such as debris flow, substantial surface water run-off, ground stability, and/or avalanche conditions. Utility services are present at site, although deficient. Proposed new utilities placed under Lazy Chair Road requiring minimal disturbance to undisturbed areas. 8. Plans with existing and proposed grading, see A- 102, A 104, A 106 (See Civil C.4 for grading) 9. Proposed Elevations of the development, see Z-205. Z-206. (Z201-Z-204 Axon for reference) 10. Proposed construction techniques will include: cast in place concrete foundation, steel and wood framed floor and wall structures, and traditional residential infill walls. Soil nail and concrete site walls. 35. Exterior Lighting Plan, see Z-014. Cut sheets are attached to demonstrate type and luminous intensity of each fixture type. Average estimate of illumination is: 15 FC, with minimum being 2 FC and maximum illumination of 30 FC .. ATTACHMENT 5 DEVELOPMENT REVIEW PROCEDURE 1. Attend pre-application conference. During this one-on-one meeting, staff will determine the review process which applies to your development proposal and will identify the materials necessary to review your application. 2. Submit Development Application. Based on your pre-application meeting, you should respond to the application package and submit the requested number of copies of the complete application and the appropriate processing fee to the Community Development Department. 3. Determination of Completeness. Within five working days of the date of your submission, staff will review the application, and will notify you in writing whether the application is complete or if additional materials are required. Please be aware that the purpose of the completeness review is to determine whether or not the information you have submitted is adequate to review the request, and not whether the information is sufficient to obtain approval. 4. Staff Review of Development Application. Once your application is determined to be complete, it will be reviewed by the staff for compliance with the applicable standards of the Code. During the staff review stage, the application will be referred to other agencies for comments. The Planner assigned to your case or the agency may contact you if additional information is needed or if problems are identified. A memo will be written by the staff member for signature by the Community Development Director. The memo will explain whether your application complies with the Code and will list any conditions which should apply ifthe application is to be approved. Final approval of any Development Application which amends a recorded document, such as a plat, agreement or deed restriction, will require the applicant to prepare an amended version of that document for review and approval by staff. Staff will provide the applicant with the applicable contents for the revised plat, while the City Attorney is normally in charge of the form for recorded agreements and deed restrictions. We suggest that you not go to the trouble or expense of preparing these documents until the staff has determined that your application is eligible for the requested amendment or exemption. 5. Board Review of Application. If a public hearing is required for the land use action that you are requesting, then the Planning Staff will schedule a hearing date for the application upon determination that the Application is complete. The hearing(s) will be scheduled before the appropriate reviewing board(s). The Applicant will be required to mail notice (one copy provided by the Community Development Department) to property owners within 300 feet of the subject property and post notice (sign available at the Community Development Department) of the public hearing on the site at least fifteen (15) days prior to the hearing date (please see Attachment 6 for instructions). The .. Planning Staff will publish notice of the hearing in the paper for land use requests that require publication. The Planning Staff will then formulate a recommendation on the land use request and draft a memo to the reviewing board(s). Staff will supply the Applicant with a copy of the Planning Staffs memo approximately 5 days prior to the hearing. The public hearing(s) will take place before the appropriate review boards. Public Hearings include a presentation by the Planning Staff, a presentation by the Applicant (optional), consideration of public comment, and the reviewing board' s questions and decision. 6. Issuance of Development Order. If the land use review is approved, then the Planning Staff will issue a Development Order which allows the Applicant to proceed into Building Permit Application. 7. Receipt of Building Permit. Once you have received a copy of the signed staff approval, you may proceed to building permit review. During this time, your project will be examined for its compliance with the Uniform Building Code. It will also be checked for compliance with applicable provisions of the Land Use Regulations which were not reviewed in detail during the one step review (this might include a check of floor area ratios, setbacks, parking, open space and the like). Fees for water, sewer, parks and employee housing will be collected if due. Any document required to be recorded, such as a plat, deed restriction or agreement, will need to be reviewed and recorded before a Building Permit is submitted. .. ATTACHMENT 6 PUBLIC HEARING NOTICING REQUIREMENTS Three forms of notice are required by the Aspen Land Use Regulations: publication in the newspaper, posting of the property, and mailing to surrounding landowners. Following is a summary of the notice requirements, including identification of who is responsible for completing the notice. 1. Publication - Publication of notice in a paper of general circulation in the City of Aspen is to be done at least fifteen (15) days prior to the hearing. The legal notice will be written by the Community Development Department and we will place the notice in the paper within the appropriate deadline. 2. Posting - Posting of a sign in a conspicuous place on the property is to be done fifteen (15) days prior to the hearing. It is the applicant's responsibility to obtain a copy of the sign from the Community Development Department, to fill it in correctly and to bring proofto the hearing that posting took place (use attached affidavit). 3. Mailing - Mailing of notice is to be made to all owners of property within 300 feet of the subject development parcel by the applicant. It is the applicant's responsibility to obtain a copy of the notice from the Community Development Department, to mail it according to the following standards, and to bring proof to the hearing that the mailing took place (use attached affidavit). Notice to mineral Estate Owner. An Applicant for surface Development shall notify affected mineral estate owners by at least thirty (30) days prior to the date scheduled for the initial public hearing on the application for development. The applicant shall certify that the notice has been provided to the mineral estate owners. The names and addresses of property owners shall be those on the current tax records of Pitkin County as they appeared no more than sixty (60) days prior to the date of public hearing. .. COMMUNITY DEVELOPMENT DEPARrrMENT .. Land Use Review Fee Policy The City of Aspen has established a review fee policy for the processing of land use applications. A flat fee or deposit is collected for land use applications based on the type of application submitted. A flat fee is collected by Community Development for applications which normally take a minimal and predictable amount of staff time to process. Review fees for other City departments reviewing the application (referral departments) will also be collected when necessary. Flat fees are cumulative - meaning an application with multiple flat fees must pay the sum of those flat fees. Flat fees are not refundable. A review fee deposit is collected by Community Development when more extensive staff review is required. Actual staff time spent will be charged against the deposit. Various City staff may also charge their time spent on the case in addition to the case planner. Deposit amounts may be reduced if, in the opinion of the Community Development Director, the project is expected to take significantly less time to process than the deposit indicates. A determination on the deposit amount shall be made during the pre-application conference by the case planner. Hourly billing shall still apply. All applications must include an Agreement to Pav Application Fees. One payment including the deposit for Planning and referral agency fees must be submitted with each land use application, made payable to the City of Aspen. Applications will not be accepted for processing without the required application fee. The Community Development Department shall keep an accurate record of the actual time required for the processing of a land use application requiring a deposit. The City can provide a summary report of fees due at the applicant's request. The applicant will be billed for the additional costs incurred by the City when the processing of an application by the Community Development Department takes more time or expense than is covered by the deposit. Any direct costs attributable to a project review shall be billed to the applicant with no additional administrative charge. In the event the processing of an application takes less time than provided for by the deposit, the department shall refund the unused portion of the deposited fee to the applicant. Fees shall be due regardless of whether an applicant receives approval. Unless otherwise combined by the Director for simplicity of billing, all applications for conceptual, final, and recordation of approval documents shall be handled as individual cases for the purposes of billing. Upon conceptual approval all billing shall be reconciled and all past due invoices shall be paid prior to the Director accepting an application for final review. Final review shall require a new deposit at the rate in effect at the time of final application submission. Upon final approval all billing shall again be reconciled prior to the Director accepting an application for review of technical documents for recordation. The Community Development Director may cease processing of a land use application for which an unpaid invoice is 30 or more days past due. Unpaid invoices of 90 or more days past due may be assessed a late fee of 1,75% per month. An unpaid invoice of 120 days or more may be subject to additional actions as may be assigned by the Municipal Court Judge. All payment information is public domain. All invoices shall be paid prior to issuance of a Development Order or recordation of development agreements and plats. The City will not accept a building permit for a property until all invoices are paid in full. For permits already accepted, an unpaid invoice of 90 or more days may result in cessation of building permit processing or issuance of a stop work order until full payment is made. The property owner of record is the party responsible for payment of all costs associated with a land use application for the property. Any secondary agreement between a property owner and an applicant representing the owner (e.g. a contract purchaser) regarding payment of fees is solely between those private parties. January. 2013 City ofAspen I 130 S. Galena St. I (970) 920-5090 .. COMMUNErÂ¥ DEVELOPMENrl, DEPARTMENT .. Agreement to Pay Application Fees An agreement between the City of Aspen ("City") and Property Lazy Chair Lot 2, LLC Phone No.: 970 920 1280 Owner ("11: Email: aspenstarwood@gmailcom Address of 511 Lazy Chair Road Address: Billing 0133 Prospector Road Property: Aspen, CO 81611 Suite 4102 B (subject of (send bills here) Aspen, CO 81611 application) I understand that the City has adopted, via Ordinance No. , Series of 2011, review fees for Land Use applications and the payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner that I am responsible for paying all fees for this development application. For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are non-refundable. 975 Parks 0 Select Dept $ flat fee for . $ flat fee for _ 0 $ flat fee for Select Dept 0 Select Review S flat fee for For deposit cases only: The City and I understand that because of the size, nature or scope of the proposed project, it is not possible at this time to know the full extent or total costs involved in processing the application. I understand that additional costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete processing, review, and presentation of sufficient information to enable legally required findings to be made for project consideration, unless invoices are paid in full. The City and I understand and agree that invoices mailed by the City to the above listed billing address and not returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy including consequences for non-payment. I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does not render an application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for the processing of my application at the hourly rates hereinafter stated. $3,250 10 deposit for hours of Community Development Department staff time. Additional time above the deposit amount will be billed at $325 per hour. $265 1 deposit for hours of Engineering Department staff time. Additional time above the deposit amount will be billed at $265 per hour. City of Aspen: Property Owner: , /0eT (3-Ck ,<z - Chris Bendon Mark Friedland Community Development Director Name: Owner Title: City Use: 4490 Fees Due: $ Received: $ kmwary. 20 13 City of Aspen I 130 S. Galena St. 1 (970) 920-5090 . I .. CITY OF ASPEN PRE-APPLICATION CONFERENCE SUMMARY PLANNER: Justin Barker DATE: December 11, 2014 PROJECT: Lot 2, Arthur O. Pfister Subdivision Exemption REPRESENTATIVE: Dustin Anderson, Forum Phi, LLC; 970.319.7399 REQUEST: 8040 Greenline Review DESCRIPTION: The owner is demolishing and replacing an existing single-family home at 511 Lazy Chair Road. The property is zoned Rural Residential (RR). The lot was a part of the three-lot subdivision known as the Arthur O. Pfister Fully Developed Land Subdivision Exemption (Pfister Subdivision), which was approved by Pitkin County and subsequently annexed into the City of Aspen. The property was subject to a mix of County and City land use approvals. These Pitkin County entitlements are removed from the Pfister Subdivision on May 27, 2014 in Ordinance No. 14, Series of 2014. Conditions of these approvals included a prohibition of development above 8060' above mean sea level because of the steep grade and natural vegetation in this portion of the parcel. An 8040 Greenline Review is reviewed by the Planning and Zoning Commission. The property is also subject to Residential Design Standards. Any variances from the standards may be reviewed by the Planning and Zoning Commission concurrently with the 8040 Greenline Review. Please note that increasing floor area will trigger impact fees, including Parks, TDM/Air Quality, and School Lands Dedication fee in lieu, and that increasing square footage will trigger Affordable Housing Mitigation. The applicant should document the number of bedrooms and square footage of the house being demolished to ensure they get credit for the existing building when they proceed to building permit. Below are links to the Land Use Application form and Land Use Code for your convenience: Land Use App: http://www .aspen pitkin.com/Portals/0/docs/C ity/Comdev/Apps%20and%20Fees/2013%20Iand %20use%20app%20form.pdf Land Use Code: http://www. aspenpitkin.com/Departments/Commu n itv-DevelopmenUPIanni ng-and-Zon ing/Title-26- Land-Use-Code/ Relevant Land Use Code Section(s): 26.304 Common Development Review Procedures 26.435.030 8040 Greenline Review Standards 26.470 Growth Management Quota Systems (GMQS) 26.575.020 Calculations and Measurements 26.600 Impact Fees and Dedications 26.710.130 Rural Residential (RR) Zone District ASLU 8040 Greenline Review 511 Lazy Chair Road, Lot 2 2735-113-02-002 1 .. Review by: Planning and Zoning Commission Public Hearing: Yes, Planning and Zoning Commission Neighborhood Outreach: Not required. Planning Fees: $3,250 for 10 hours of Planning review. Any unbilled portion of this deposit will be refunded at the conclusion of the case. Additional staff hours, if needed, will be billed at $325 per hour. Referrals: $265 for one hour of Engineering review, $975 for one hour of Parks review. Total Deposit: $4,490 To apply, submit the following information: El Completed Land Use Application and signed fee agreement. Â¤ Pre-application Conference Summary (this document). 0 Total deposit for review of the application. El Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner's right to apply for the Development Application. ~Applicant's name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant. I)A site improvement survey (no older than a year from submittal) including topography and vegetation showing the current status of the parcel certified by a registered land surveyor by licensed in the State of Colorado. ~ HOA Compliance form (Attached) 0 A written description of the proposal and an explanation in written, graphic, or model form of how the proposed development complies with the review standards relevant to the development application. 0 Written responses to all review criteria. 2 .. .. Il An 8 1/2" by 11" vicinity map locating the parcel within the City of Aspen. 0 10 Copies of the complete application packet and, if applicable, associated drawings. (list # of copies typically associated with PZ, HPC, and CC review, 1 per referral agency) Â¤ A digital copy of the application provided in pdf file format. 0 A sketch up model will be required for the public hearing. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. 3 LAZY CHAIR LOT 2 1075 C/O ASPEN STARWOOD 82Â·706/1021 0133 PROSPECTOR RD SUITE 4102B ASPEN, CO 81611 DATE \:>11-11/~J PAY ' TO THE C th-j 4 1%'*.un I $ 9,490.00 1.Â¥ Ph~.>t5,1.fld .~u. huÂ¥) RAIW AGâ€¢Jz.~ t:lollA.Â·g ~~V~/ CODOLLARS B P liMBERLINE #20[ â€¢47#UN Aspe, -0.10, -- v-*ti .InblÂ· qeo,r,) corn ' FOR 9-40 18 112Â£._ofplted-tion-- - - Il'006075* 1~10210?0631: 2010138309* 11242014 Parcel Detail Tax Account Parcel 2013 Mill Area Number Number Property Type Levy 001 R016359 273511302002 RESIDENTIAL 33.542 Primary Owner Name and Address LAZY CHAIR LOT 2 LLC 0133 PROSPECTOR RD #4102B ASPEN, CO 81611 Additional Owner Detail Legal Description Subdivision: ARTHUR O PFISTER EXEMPTION Lot: 2 Location Physical Address: 511 LAZY CHAIR LN ASPEN ARTHUR O PFISTER Subdivision: EXEMPTION Land Acres: 2.400 Land Sq Ft: 0 2014 Property Value Summary Actual Value Assessed Value Land: 3~450,000 274,620 Improvements: 265,800 21,160 Total: 3,715,800 295,780 Sale Date: 2/28/2014 Sale Price: 2,500,000 data:text/html,charset=utf-8,%3Cdiv%20align%3D%22(enter%22%20style%3DÂ°,622(olor%3A%20rgb(0%2C%200%2CÂ°/0200)%38%20font-family'/03A%20'Ti... 1/1 .. WHEN RECORDED RETURN TO: DOC Fte #ED, (D Millard J. Zimet P.C. 604 W Main Street RECEPTION#: 608319, 02/28/2014 at Aspen, Colorado 81611 03:18:17 PM, 1 OF 2, R $16.00 DF $250.00 Doc Code PER REP DEED Janice K. Vos Caudill, Pitkin County, CO SPACE ABOVE THIS LINE FOR RECORDER'S USE PERSONAL REPRESENTATIVE'S DEED (SALE) THIS DEED is dated February 28, 2014, and is made between Andrew V. Hecht, as Personal Representative of the Estate of Elizabeth H. Pfister, deceased, "Grantor," and Lazy Chair Lot 2 LLC, a Colorado limited liability company, "Grantee," whose address is c/o Aspen Starwood, LLC, 0133 Prospector Road, Suite 4102B, Aspen, CO 81611, County of Pitkin, State of Colorado. WHEREAS, Elizabeth H. Pfister died on the date of November 17, 2011 and the Grantor was duly appointed Personal Representative of said estate by the District Court in and for the County of Pitkin, and State of Colorado, Probate No. 11PR60, on the date ofNovember 28, 2011, and is now qualified and acting in said capacity. t NOW THEREFORE, pursuant to the powers conferred upon the Grantor by the Colorado 6 Probate Code, Grantor does hereby sell and convey unto Grantee, for and in consideration of Two Million Five Hundred Thousand and No/100 Dollars ($2,500,000.00), the following described real i property situate in the County of Pitkin, State of Colorado: Lot 2, ARTHUR O. PFISTER FULLY DEVELOPED LANDS SUBDIVISION EXEMPTION, according to the plat thereof recorded April 14, 1993 in Plat Book 42 at Page 45, as Reception No. 403369, Pitkin County, Colorado, also known by street address as: 511 Lazy Chair Ranch Road, Aspen, CO 81611 and assessor's schedule orparcel number: 273511302002 With all appurtenances. IN WITNESS WHEREOF, the Grantor has executed this Deed on the date set forth above. GRANTOR: The Estate of Elizabeth H. Pfister, deceased A-FFewV.Ffe-cht,Personal Representative CITY OF ASPEN CITY OP cSPEN - WRETT PAO HarrT PAID DATE '19*47"0~ 46626 311'61 irth-40.466 au (1.2.m- d.jigni I . .. STATE OF COLORADO ) ) SS. COUNTY OF PITKIN ) The foregoing instrument was acknowledged before me this~day of February, 2014, by Andrew V. Hecht, Personal Representative ofthe Estate of Elizabeth A. Pfister, deceased. Witness my hand and official seal. My commission expires: I b *7 C f STACY STANEK NOTARY PUBLIC STATE OF COLORADO NOTARY ID #20024032730 Noh@1~22(J~ULkL~'~- -7 DAY Commisslon Expires October 7,2014 .. Title Insurance Commitment ISSUED BY - First American Title Insurance Company Commitment INFORMATION TABLE OF CONTENTS The Title Insurance Commitment is a legal contract between you and the Company. It is issued to show the basis on which AGREEMENT TO ISSUE POLICY 1 we will issue a Title Insurance Policy to you. The Pblicy will insure you against certain risks to the land title, subject to the CONDITIONS 2 limitations shown in the Policy. The Company will give you a sample of the Policy form, if you SCHEDULE A Insert ask. The Policy contains an arbitration clause. All arbitrable matters 1. Commitment Date when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the .Company or you as the exclusive remedy of the parties. You may review a copy of the 2. Policies to be Issued, Amounts arbitration rules at httpd/www.alta. orq/. and Proposed Insureds The Commitment is based on the land title as of the Commitment Date,. Any changes in the land title or the 3. Interest in the Land and Owner transaction may affect the Commitment and the Policy. The Commitment is subject to its Requirements, Exceptions 4. Description of the Land and Conditions. THIS INFORMATION IS NOT PART OF THE TITLE SCHEDULE B-1 - REQUIREMENTS Insert INSURANCE COMMITMENT. YOU SHOULD READ THE COMMITMENT VERY CAREFULLY. SCHEDULE B-11- EXCEPTIONS Insert If you have any questions about the Commitment, contact: FIRST AMERICAN TITLE INSURANCE COMPANY 1 First American Way, Santa Ana, California 92707 AGREEMENT TO ISSUE POLICY We agree to issue policy to you according to the terms of the Commitment When we show the policy amount and your name as the proposed insured in Schedule A this Commitment becomes effective as of the Commitment Date shown in Schedule A. If the Requirements shown in this Commitment have not been met within six months after the Commitment Date, our obligation under this Commitment will end, Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following: â€¢ The Provisions in Schedule A â€¢ The Requirements in Schedule B-1. â€¢ The Exceptions in Schedule B-11. â€¢ The Conditions- on Page 2. This Commitment is not valid without SCHEDULE A and Sections I and Il of SCHEDULE B. First American Title Insurance Company =/fiTLE //4,"41, A-J illy SE=t SEPTEMBER 24, ;11~ 1-h- d AL; '<:42;m:*,9/ Dennis J. Gilmore Timothy Kemp ~ President Secretary (This Commitment Is valid only when Schedules A and B are attached) This jacket was created electronically and constitutes an original document Copyright. 2006-2009 American Land Title Association. All rights reserved. The use of this form IS restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ~ Form 5011000 (6-22-10) Page l of 2 | ALTA Plain Language Commitment (6-17-06) . CONDITIONS 1. DEFINITIONS - (a) 'MortgageÂ» means mortgage, deed of trust or other security instrument. (b) "Public Records" means title records. that give constructive notice of matters affecting your title according to the state statutes where your land is located. 2. LATER DEFECTS The Exceptions in Schedule B - Section 11 may be amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attached between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule B - Section I are met. We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: Comply with the Requirements shown in Schedule B - Section I or Eliminate with our written consent any Exceptions shown in Schedule B - Section 11. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim, whether or not based on negligence, which you may have against us concerning the title to the land must be based on this Commitment and is subject to its terms. ~ Form 5011000 (6-22-10) Page 2 of 2 | * ALTA Plain Language Commitment (6-17-06) .. C C American Land Title Association ALTA Commitment Form Adopted 6-17-06 FirstAmerican Title Insurance Co. Commitment Number: 14003208 SCHEDULE A 1. Effective Date: February 25, 2014 at 07:45 AM 2. Policy or Policies to be issued: Amount , Premium A. ALTA Own. Policy (06/17/06) $ 2,500,000.00 $ 3,427.00 Proposed Insured: Lazy Chair Lot 2 LLC, a Colorado limited liability company Certificate of Taxes Due $ 25.00 Endorsements: Form 110.1 (Delete 1, 2, 3, 4) $ 75.00 Additional Charges: $ 0.00 Total $ 3,527.00 3. The estate or interest in the land described or referred to in this Commitment is Fee Simple. 4. Title to the Fee Sim pie estate or interest in the land is at the Effective Date vested in: Elizabeth H. Pfister, deceased 5. The land referred to in the Commitment is described as follows: SEE EXHIBIT AATTACHED HERETO For informational purposes only, the property address is: 511 Lazy Chair Ranch Road, Aspen, Colorado 81611 Attorneys Title Insurance Agency of Aspen By: Authorized Officer or Agent FOR INFORMATION OR SERVICES IN CONNECTION WITH THIS COMMITMENT, CONTACT Winter T Van Alstine, 715 W. Main Street, Suite 305, Aspen, Colorado 81611, Phone:: (970) 925-7328, Fax: (970) 925-7348. THIS COMMITMENT IS ISSUED SUBJECTTO THE STATEMENT OF TERMS, CONDITIONS ANDSTIPULATIONSATTACHED. Copyright 2006-2009 American Land Title Association. All rights reserved. ,"/I./..Ii AMEWCAN The use of this Form is restricted to ALIA licensees and ALTA members in good standing as of the date of use. LAND TITLE All other uses are prohibited. Reprinted under license from the American Land Title Association. ASSOCIATION thâ„¢ (14003208.PFD/14003208/57) -&22! .. ( American Land Title Association ALTA Commitment Form Adopted 6-17-06 First American Title Insurance Co. Commitment Number: 14003208 SCHEDULE B 1. Requirements: 1. Pay the agreed amounts for the interest in the land and/or the mortgage to be insured. 2. Pay us the premiums, fees and charges for the policy. 3. Documents satisfactory to us creating the interest in the land and/or the mortgage to be insured must be signed, delivered and recorded. 4. You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions. 5. Payment of all taxes, charges and assessments, levied and assessed against the subject premises which are due and payable. 6. A Certification of Taxes due listing each taxing jurisdiction shall be obtained from the County Treasu rer oran authorized agent (pursuant to Senate Bill 92-143, CRS 10-11-122). 7. Receipt by the Company of the appropriate affidavit as to new construction and indemnifying the Company against any unfiled materialmen's or mechanic's liens. 8. Personal Representative's Deed from the Personal Representative of the Estate of Elizabeth H. Pfister, deceased, to Lazy Chair Lot 2 LLC, a Colorado limited liability company. 9, Certified Letters ofAppointment for the Estate of Elizabeth H. Pfister, deceased, evidencing the appointment of the Personal Representative for the estate. NOTE: The Letters must be from a Court within the State of Colorado, if the Estate is open in another state, an Ancillary Estate must be opened in Colorado. 10. Release of the Deed of Trust from Elizabeth H. Pfister, survivor of herself and Arthur O. Pfister to the Public Trustee of Pitkin County for the benefit of JPMorgan Chase Bank, N.A., to secure an indebtedness in the principal sum of $1,500,000.00, and any other amounts and/obligations secured thereby, dated September 20, 2011, and recorded October 7, 2011, as Reception No. 583381. 11. Evidence satisfactory to the company that the estate of Elizabeth H. Pfister, deceased, is not subject to the Federal Estate Tax. 12. Certificate of Good Standing from the Colorado Secretary of State for Lazy Chair Lot 2 LLC, a Colorado limited liability company. Copyright 2006-2009 American Land TitleAssociation. All rights reserved. - AMERICAN LAND TITLE The use of this Form is restricted to ALTA licensees and ALTA members ASSOCIATION in good standing as of the date of use. All other uses are prohibRed. Reprinted under license from the American Land Title Association. (14003208.PFD/14003208/58) i.e . American Land Title Association ALTA Commitment Form Adopted 6-17-06 Commitment Number: 14003208 SCHEDULE B (Continued) 13. Record a Statement of Authority to provide prima facie evidence of existence of Lazy Chair Lot 2 LLC, a Colorado limited liability company, an entity capable of holding property, and the name of the person authorized to execute instruments affecting title to real property as authorized by C.R.S. Section 38-30-172. 14. A copy of the properly signed and executed Operating Agreement if written, for Lazy Chair Lot 2 LLC, a Colorado limited liability company, to be submitted to the Company for review. 15. Improvement Survey Plat sufficient in form, content and certification acceptable to the Company. Exception will be taken to adverse matters disclosed thereby. 16. A good and sufficient access easement for access to Lot 2 across Lot 3. 17. This Title Commitment is subject to underwriter approval. 2. Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: 1. Any facts, rights, interests or claims which are not shown by the Public Records, but which could be ascertained by an inspection of the Land or by making inquiry of persons in possession thereof. 2. Easements, or claims of easements, not shown by the Public Records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the Land would disclose, and which are not shown by the Public Records. 4. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and not shown in the Public Records. 5. Any and all unpaid taxes, assessments and unredeemed tax sales. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the Public Records. 7. Taxes for the year 2013, and taxes for 2014, not yet due or payable. 8. Rights to ditches and reservoirs used in connection with such water rights and right of the proprietor of a veiri or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises as reserved in the United States Patent dated April 3,1896, and recorded August 26, 1911, in Book 55 at Page 191, as Reception No. 074888. Copyright 2006-2009 American Land Title Association. All rights reserved. milill"lill AMERICAN LAND TITLE The use of this Form is restricted toALTA licensees and ALTA members ASSOCIATION in good standing as of the date of use. All other uses are prohibited. riali Reprinted under license from the American Land Title Association. 4 (14003208.PFD/14003208/58) .. C 1 American Land Title Association ALTA Commitment Form Adopted 6-17-06 Commitment Number: 14003208 SCHEDULE B (Continued) 9. Terms, cond~ons, provisions, agreements and obligations specified under the Warranty Deed dated November 7, 1950, and recorded November 15,1950, in Book 176 at page 79, as Reception No. 097937, and Correction Deed dated November 7,1958, and recorded November 10, 1958, in Book 185 at Page 486, as Reception No. 107215, and in Book 242 at Page 369A. 10. Any and all notes, easements and recitals as disclosed on the recorded plat recorded May 18, 1951, in Plat Book 2A at Page 146, as Reception No. 098360. 11. Terms, conditions, provisions, agreements and obligations specilied under the Agreement dated May 10, 1951, and recorded June 1, 1951, in Book 175 at Page 513 as Reception No. 098386, and Quit Claim Deed dated December 19, 1969, and recorded December 19, 1969, in Book 245 at Page 114, as Reception No. 138379, and Agreement dated December 19,1969, and recorded December 19, 1969, in Book 245 at Page 116, as Reception No. 138380, and re-recorded August 25, 1972, in Book 266 at Page 253, as Reception No. 153537. 12. Terms, conditions, provisions, ag reements and obligations specified under the Lease dated May 1, 1967, and recorded February 10, 1970, in Book 246 at Page 711, as Reception No. 139294, and Amendment to Lease dated November 27, 1969, in Book 246 at Page 728, as Reception No. 139295. 13. Terms, condiaons, provisions, ag reements and obligations specmed under the Deed of Easement dated November 27, 1969, and recorded February 10, 1970, in Book 246 at Page 740, as Reception No. 139296. 14. Terms, condi8ons, provisions, ag reements and obligations specmed under the Deed of Easement dated November 27, 1969, and recorded February 10, 1970, in Book 246 at Page 746, as Reception No. 139297, and Deed of Easement dated November 28,1969, in Book 246 at Page 752, as Reception No. 139298. 15. Terms, conditions, provisions, ag reements and obligations specMed under the Deed of Easement dated February 2, 1970, and recorded March 18, 1970, in Book 247 at Page 424, as Reception No. 139727. 16. Terms, conditions, provisions, ag reements and obligations specified under the Grant of Easement dated October 27, 1977, and recorded November 15,1977, in Book 338 at Page 694, as Reception No. 199364. 17. Terms, conditions, provisions, ag reements and obligations specmed under the Second Amendment to Lease dated November 14,1977, and recorded November 18, 1977, in Book 338 at Page 994, as Reception No. 199510. 18. Terms, condiuons, provisions, ag reements and obligations specmed under the Quit Claim Deed dated August 8, 1982, and recorded August 25, 1982, in Book 431 at Page 614, as Reception No. 243705. Copyright 2006-2009 American Land Title Association. All rights reserved. - AMERICAN LAND TITLE The use of this Form is restricted to ALTA kensees and ALTA members ASSOCIATION in good standing as of the date of use. All other uses are prohibited. ./,t) Reprinted under license from the American Land Title Association. 4. 6, (14003208.PFD/14003208/58) .. C 1 American Land Title Association ALTA CommRment Form Adopted 6-17-06 Commitment Number: 14003208 SCHEDULE B (Continued) 19. Terms, condiuons, provisions, ag reements and obligations specmed under the Lease Agreement dated August 16,1982, and recorded August 25,1982, in Book 431 at Page 627, as Reception No. 243707. 20. Terms, conditions, provisions, ag reements and obligations specified un der the Lease Agreement dated August 16,1982, and recorded August 25, 1982, in Book 431 at Page 628, as Reception No. 243708. 21. Terms, conditions, provisions, ag reements and obligations specilied under the Agreement dated August 8, 1982, and recorded August 25, 1982, in Book 431 at Page 617, as Reception No. 243706, and Amended Agreement dated January 15,1984, and recorded February 3, 1984, in Book 460 at Page 373, as Reception No. 257066. 22. Any and all notes, easements and recitals as disclosed on the recorded Tiehack Water Tank Site Platting Exemption Plat, recorded September 17, 1982, in Plat Book 13 at Page 88, as Reception No. 244234, and the Tiehack Water Tank Site Piatting Exemption Plat dated June 6, 1983, and recorded June 10,1983, in Plat Book 15 at Page 5, as Reception No. 250827. 23. Terms, conditions, provisions, ag reements and obligations specilied under the Agreement dated January 5, 1984, and recorded January 6, 1984, in Book 458 at Page 752, as Reception No. 256282. 24. Terms, conditions, p rovisions, ag reements and obligations specified under the Tax Free Exchange Agreement dated December 6, 1983, and recorded February 3, 1984, in Book 460 at Page 366, as Reception No. 257065. 25. Terms, conditions, provisions, agreements and obligations specmed under the Quit Claim Deed dated December 6, 1983, and recorded February 3,1984, in Book 460 at Page 384, as Reception No. 257067. 26. Terms, cond~ons, provisions, ag reements and obligations specmed under the Quit Claim Deed dated January 19, 1984, and recorded February 6, 1984, in Book 460 at Page 573, as Reception No. 257132. 27. Terms, cond~ons, provisions, ag reements and obligations speci#ed under the Quit Claim Deed dated March 31, 1984, and recorded April 11, 1984, in Book 464 at Page 421, as Reception No. 258682, and Clarification Deed dated September 12, 1988, and recorded February 17, 1989, in Book 586 at Page 147, as Reception No. 308906. Copyright 2006-2009 American Land Title Association. All rights reserved. IIIIIIII"" AMEOCAN LAND TITLE The use of this Form is restrided to ALIA licensees and ALTA members ASSOCIATION in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Assodation. (14003208.PFD/14003208/58) I 0 9 American Land Title Association ALTA Commitment Form Adopted 6-17-06 Commitment Number: 14003208 SCHEDULE B (Continued) 28. Terms, conditions, provisions, ag reements and obligations specifed under the Reso lution of the Board of County Commissioners of Pitkin County, Colorado, Granting Approval of Detailed Submission for Subdivision, 1 041 Environmental Hazard Review, Scenic Foreground Overlay Review, Planned Unit Development, Rezoning, Special Review Approval for Relocation of the KSNO Radio Tower, Lot Line Adjustment with the ARU Property, General and Detailed Submission to the "Grand Amendmenf' portion of the Application and Amendment to the Buttermilk Ski Area Master Plan for the Pfister Ranch / Golf Application (Resolution No. 91-111) dated June 11, 1991, and recorded September 23, 1991, in Book 657 at Page 306, as Reception No. 336728, and Amendment to Resolution No. 91-111 of the Board of County Commissioners of Pitkin County, Colorado, Granting Approval of Detailed Submission for Subdivision, 1041 Environmental Hazard Review, Scenic Foreground Overlay Review, Planned Unit Development, Rezoning, Special ReviewApproval for Relocation of the KSNO Radio Tower, Lot Line Adjustment with the ARU Property, General and Detailed Submission to the "Grand Amendment" portion of the Application and Amendment to the Buttermilk Ski Area Master Plan for the Pfister Ranch / Golf Applicauon (Resolution No. 91-112) dated August 7, 1991, and recorded September 23, 1991, in Book 657 at Page 384, as Reception No. 336729. 29. Terms, conditions, provisions, ag reements and obligations specilied under the Dedication Agreement for Roads dated August 13, 1993, and recorded November 12, 1993, in Book 730 at Page 662, as Reception No. 363240. 30. Terms, conditions, provisions, ag reements and obligations specilied under the Access Easement Agreement dated September 8, 1993, and recorded November 12, 1993, in Book 730 at Page 774, as Reception No. 363255. 31. Terms, conditions, provisions, ag reements and obligations specilied under the Special Warranty Deed dated November 12,1993, and recorded November 12,1993, in Book 730 at Page 747, as Reception No. 363250. 32. Terms, conditions, provisions, ag reements and obligations specilied under the Special Warranty Deed dated November 12, 1993, and recorded November 12,1993, in Book 730 at Page 793, as Reception No. 363257. 33. 30 foot wide Access Easement as reflected on tbe St. Luke's Community Health Resources, Inc. Lot Line Adjustment Plat recorded November 12, 1993, in Plat Book 33 at Page 3, as Reception No. 363254 and the Final Subdivision Plat & PUD for Maroon Creek Club recorded November 15, 1993, in Plat Book 33 at Page 4, as Reception No. 363275. 34. Terms, condilions, provisions, ag reements and obligations specified under the Water Service Agreement dated July 26, 1993, and recorded November 15, 1993, in Book 730 at Page 797, as Reception No. 363258, and First Amendment to Water Service Agreement dated July 26, 1993, and recorded October 17, 1997, as Reception No. 409559. 35. Terms, condiOons, provisions, ag reements and obligations specified under the Access Easement Agreement dated November 19,1993, and recorded December 2, 1993, in Book 733 at Page 590, as Reception No. 364074. Copyright 2006-2009 American Land Title Association. All rights reserved. IIIIIIIIIII AMEKICAN LAND TITLE The use of this Form is restricted to ALTA licensees and ALTA members ASSOCIATION in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. (14003208.PFD/14003208/58) .. American Land Title Association ALTA Commitment Form Adopted 6-17-06 Commitment Number: 14003208 SCHEDULE B (Continued) 36. Terms, conditions, provisions, ag reements and obligations specMed under the Golf Course Easement Agreement dated December 8, 1993, and recorded December 15 1993, in Book 735 at Page 400, as Reception 364622. 37. Terms, condiljons, provisions, ag reements an d obligations specmed under the Declaration of Restrictive Covenants dated December 10, 1993, and recorded December 22,1993, in Book 736 at Page 335, as Reception No. 364890. 38. Terms, conditions, p rovisions, ag reements and obligations specmed under the Resolution of the Board of County Commissioners of Pitkin County, Colorado, Granting Approval for Fully Developed Lands Subdivision Exemption, Essential Community Facilities Subdivision Exemption, Special Review, 1041, Environmental Hazard Review and Scenic Foreground Overlay and General Submission Review for the Pfister Property (Resolution No. 94-239) dated December 20, 1994, and recorded March 2, 1995, in Book 775 at Page 282, as Reception No. 379407. 39. Any and all notes, easements and recitals as disclosed on the recorded plat of Arthur O. Pfister Fully Developed Lands Subdivision Exemption Plat recorded April 14,1997, in Plat book 42 at Page 45, a Reception No. 403369, and Consent and Ratification of Plat dated May 30,2008, and recorded June 16, 2008, as Reception No. 550278. 40. Terms, conditions, provisions, ag reements and obligations specified under An Ordinance of the City Council of the City of Aspen, Colorado, Approving the Annexation of Certain Territory to the City of Aspen, Colorado, to be known and Designated as the "Maroon Creek Club Subdivision (South) Property" Annexation (Ordinance No. 34 (Series of 1996), dated August 26, 1996, and recorded February 21, 1997, as Reception No. 401985. 41. Terms, conditions, provisions, ag reements and obligations specmed under An Ordinance of the Aspen City Council Granting a Rezoning for the Maroon Creek Subdivision in Conjunction with Annexation Into the City of Aspen, dated October 28, 1996, and recorded April 8,1997, as Reception No. 403224. 42. Any and all notes, easements and recitals as disclosed on the recorded Maroon Creek Club Subdivision (South) Annexation Plat recorded February 6, 1997, in Plat Book 41 at Page 76, as Reception No. 401571. 43. Intentionally deleted. 44. Encroachment of Golf Tee and septic lids onto subject property as reflected on the Improvement Survey Plat provided by Tuttle Surveying Services dated July 18, 2012. 45. Terms, condilons, provisions, ag reements and obligations speciied under the Easement Deed dated February , 2014, and recorded February , 2014, as Reception No. Copyright 2006-2009 American Land Tit le Association. All rights reserved. - AMERICAN LAND TITLE The use of this Form is restricted to ALTA licensees and ALTA members ASSOCIATION in good standing as of the date of use. All other uses are prohibited. rimE Reprinted under license from the American Land Title Association. W p (14003208.PFD/14003208/84) .. DISCLOSURE STATEMENT. Pursuant to C. R.S. 30-10-406(3)(a) all documents received for recording or filing in the Clerk and Recorder's office shall contain a top margin of at least one inch and a lell, right and bottom margin of at least one-half of an inch. .The Clerk and Recorder will refuse to record or file any document that does not conform to the requirements of this section. NOTE If thisÂ· transaction includes a sale of the property and the price exceeds $100,000.00, the seller must comply With the*disclosur~e/withholding provisions of C.R.S. 39-22-604.5 (Nonresident withholding). NOTE: Â· Colorado Division of Insurance Regulations 3-5-1 requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is ' responsible for recording or filing of legal documents resulting from the tansaction'which was closed.' Provided that First American .Title Insurance Company.conducts the dosing of the insured transaction and Is responsible for recording the legal documents from #ie transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy when issued. . Pursuant to C.R.S. 10-11-122, the company will not issue its policy or policies of title insurance contemplated by this commitment until it has been- provided a Certificate 'of Taxes due or other equivalent documentation from the County Treasurer or the County Treasurer's authorized agent or until the .Proposed Insured has notified or instructed the company in writing to the contary. * The subject property may be located in a special taxing district A Certificate of Taxes due listing each taxing judsdiction shall be obtained from the County Treasurer or.the County Treasurer's authorized agent Information regarding special districts and the boundaries of such districts may be obtained frorn the Board of County Commissioners, the County C16rk and Recorder, or the County Assessor. NOTE: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to ownefs policy nnmmitmente: nAnts,ining_a-mineal--sevefance-instement-exeeptioni exceptions, in Schedule B, Sec6on 2 A That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third .party holds some or al[ interest tri oil, gas, other minerals, or geothermal energy in the property; and B. That such mineral estate may include the right to enter and use the property without the surface ownefs permission. NOTE . Pursuant to Colorado Division of insurance Regulations 361, Affirmative mechanic's lien protection for r the Owner may be available (typically by deletion of Exception no. 4 of Schedule B, Section 2 of the Commitment from the OwneMs Policy to be issued) upon compliance with the following conditions: A. The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit Â· B. No labor or materials have been furnished by mechanics or material-men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C. Â· The Company must receive an appropriate affidavit indemnifying the Company against un.filed mechanic's and material-ments Iiens. D. The Company must recelve payment of the appropriate premium. E. If there has been construction, improvements or major repairs undertaken on Â· the property to be purchased within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to.the seller, the builder and or the contractor; payment of the appropriate premium, fuify executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may - be necessary after an examination of the aforesaid information by the Company, No coverage will be -given under any circumstances for labor or material for which the insured has contracted for . or agreed to pay. Rrst Americon Title Insuronce Company .. NOTE: Pursuant to C.R.S. 38-35-125(2, . person or entity that provides closing and s. .Jement services for a real estate tansaction shall disburse funds as a part of such sennces until those funds have been received and are available for immediate withdrawal as a matter of right NOTE: C.AS, 39-14-102 requires that a real property transfer declaration accompany. any conveyance document presented for recordation in the State of Colorado. Said declaration shall.be completed and signed by either the. grantor or grantee.' NOTE: Pursuant to CRS 10-1-128(6)(a), It is uniawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance and civil damages. Any insurance company .or agent ofan insurance company who knowingly provides false, incomplate, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to deffaud the poficyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Catorado division of insurance within the department of regulatory agencies. Nothing herein contained Will be deemed to oblibate the company to provide any of the covetages referred to herin unless the above conditions are fully satisfied. Rrst American~ Title insurance Company 1, .. First American Title Insurance Co. Commitment Number: 14003208 EXHIBIT A PROPERTY DESCRIPTION The land referred to in this Commitment is described as follows: Lot 2, ARTHUR O. PFISTER FULLY DEVELOPED LANDS SUBDIVISION EXEMPTION, according to the plat thereof recorded April 14, 1993 in Plat Book 42 at Page 45, as Reception No. 403369, Pitkin County, Colorado. ALTA Commitment Exhibit A (14003208.PFD/14003208/19) Al-rdRNEYS TrfLE INSURANCE AGENCY OF ASPEN, LLC 7 I 5 WEST. MAIN STREET, SurrE 305 ASPEN, COLDRADO 8!ST! ATIORNEYSITILE INSURANCE AGENCY OFASPEN, LLC Privacy Polipy Notice PURPOSE OF THIS NOTICE Title VÂ·of the Granin-Leadh-Bliley Act (GLEA) generallyÂ·prohibits any financial instialâ‚¬on, directly.or-through its a ffiliRtes, from nharing nonpublic personal information about yon with a nonaffiliated third party unless the institntion provides yon with a notice of ils privacy policies anrl pradirem, such as the type ofÂ·information that it collects about you and the categodes of persons or entt~es to whoni it may be discbsed In compliance with the GLEA we are providing yon with thiq document wilich notifies yon of the plivacy polides and pradices of *tfornÂ£ys Title hisur[[nee Agency of Aspen, ILC. We may collectnoÂ®ublic personalinfornabon-aboutyon fromthe following sources: â€¢ Information we recive from yon, such as on applications or other forms. â€¢ Irfomation about your transadons we secure from our files, or from our affQiates or olhers. â€¢ IIrformalion wereceive from acbnsumer reporting agency. â€¢ Infornlaton that wereceive fromothers invohed in your transaction, sochasthe real .estat:e agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no.additional nonpoblic pecsonalinformaâ‚¬on wi[L be collected abort yon- We may disclose any of the above inform~on thai we collect about oun castomers or former costomers b our affiliates or to nonaEiliated third parties as Pennitted by law, We also may disclose thim information about our castomers or former costomers ID the following *pes of nonafEiated companies that- perform markdng services on our behalf & with whom - we have joint marketkng agreements: â€¢ Financial service providers such as companies engaged in banking, consumer finance, sectmities and insurance â€¢ Non-fh-t0ncial companies such .as envelope staffers and other foE}ment. service providers. WE DO NOT DISCLOSE ANY NONFUBIIC PERSONAL 24F0RMAIION ABOUT YOU WrIN ANYONE FORANY PURPOSE 'ITIAT IS NOT SPECIFICALLY PERMITIED BY LAW, We restrict access to nonpublic personal information about yon to those employees who need to know that info=ation in order to.provideprodncts or services lo'yon- We maintain physical, dectronic, and procednral safeguards that eomplY with federal regulations to guard your nonpublic personal inforroadan. - TELEPHONE 970 925.7328 A AA*A FAc:SOLLE 970 925-7348 .. CONSENT AND AUTHORIZATION TO REPRESENT Lazy Chair Lot 2 LLC c/o Millard J. Zimet, P.C. 604 West Main Street Aspen, CO 81611 3/3/14 City of Aspen Community Development Depanment 130 South Galena Street, 3rd Floor Aspen, Colorado 81611 Lot 2 Arthur O. Pfister Subdivision Aspen, CO 81611 Dear Director, This letter shall serve as my approval for Forum Phi Architecture to submit, represent and obtain materials on the behalf of the owner of Lot 2 of the Arthur O. Pfister Subdivision. Lazy Chair Lot 2 LLC hereby authorizes Steev Wilson and Forum Phi to perform and submit documents related to planning, Building Permit Application, or to gain building file information on our behalf for the project located at Lot 2 Arthur O. Pfister Subdivision Aspen, CO 81611. They may represent us during the application review and approval processes. They may act on our behalf, may sign on our behalf all applications and permits, and any documents required or ancillary thereto. Steev Wilson, Partner, AIA Forum Phi Architecture 715 W Main Street, Ste 204 Aspen, CO 81611 Sincerely, /--0005% a4,~ - 0-3/04/1 9 / Date / - Liy C L U'Ac Â£0+ 134 0Â«--- 4 M v k *fi l.ileÂ·J Print Name .. COMMUNITY DEVELOPMENT DEPARTMENT Homeowner Association Compliance Policy All land use applications within the City of Aspen are required to include a Homeowner Association Compliance Form (this form) certifying the scope of work included in the land use application complies with all applicable covenants and homeowner association policies. The certification must be signed by the propertv owner or Attornev representing the property owner. Name Lazy Chair Lot 2, LLC Property Owner ("I'>): Email: aspenstarwood@amall.coin Phone No.. 970-920-1280 Address of 511 Lazy Chair Road Property: (subject of Aspen, CO 81611 application) I certify as follows: (pick one) m This property is not subject to a homeowners association or other form of private covenant. C This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application do not require approval by the homeowners association or covenant beneficiary. c] This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application have been approved by the homeowners association or covenant beneficiary. Evidence of approval is attached. I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning or effect of private covenants or homeowner association rules or bylaws. 1 understand that this document is a public document. Owner signature: / ---- date: /t~ /9/ i -4 ---14- ilt # C Owner printed name S TE.E.U (AJ L L 50.J A b ou. De/L Â£-22 or, date: Attorney signature: Attorney printed name .. i . 1/3..Â·1 WILLIA MC LIN TONLUKES ~ ARCHITECT-(:~ re Tuesday, December 23, 2014 Steev Wilson Forum Phi Architects 715 West Main Street, Suite 20 Aspen, Colorado 81611 sent via email re: Maroon Creek Club, Pfister Subdivision Lot 2 Site and Architecture Review Committee Approvals Steev: This will confirm that the Site and Architecture Review Committee of the Maroon Creek Club Master Association, by a vote of the Committee members present atthe December 18,2014 meeting, granted the following approval: Schematic Plan Architectural Approvals for Pfister Subdivision Lot 2 as provided by the Maroon Creek Club Design Guidelines based on plans received 12/4/2014. This is a preliminary approval. Approval to proceed with any construction or work on site was not included in the approval granted. By the vote of the Committee members present, this approval is subject to the following conditions: Standard Conditions of Approval: 1. No variances from the Maroon Creek Club Design Guidelines are given or implied by this approval, except as specifically identified herein. 2. At the time of application for Final [Construction Document] Review, the owner must have; a. Signed and returned the Maroon Creek Club Master Association Compliance and Construction Completion Guaranty. Thisdocumentcan be downloaded from the Maroon Creek Club web page at www.williamlukes.com . b. Provided a Letter of Credit or equivalent financial security in the amount of One Hundred Thousand Dollars [$100,000.00] provided in a form and from a source as is acceptable to the Association, all as provided in the Maroon Creek Club Master Association Compliance and Construction Completion Guaranty. The approved language and form for a letter of THE LAKESIDE STUDIO 801 LAKESIDE DRIVE CARBONDALE COLORADO 81623-3109 PHoNE 970 963 8025 WWW.WILLIAMLUKES.COM /9/0 .. credit is available at www.williamlukes.com. Separate deposits and documentation will be required for the projects on Lots 2 and 3 since they are two independent residences on separate lots. c. The Road Impact Fee has been determined by MCC to not apply to Lots 2 and 3 of the Pfister Subdivision by virtue of language included in the Protective Covenants for both subdivisions. 3. Prior to the start of any construction on site, the owner must have completed the following: a. Signedandreturned the Agreement Regarding FinaILandscapeand Irrigation Plans which provides that the owner agrees to immediately cease all construction activity on the site upon written notice from the Association if the Site and Architecture Review Committee has not approved a final landscape plan. Such notice may be sent at any time after a date forty-five (45) calendar days after the date of Final (construction document) Architectural Approval. The owner must furtherstipulate that construction activity will not resume until a final landscape plan is approved by SARC. This document is required only if final landscape and grading approval is not received atthe same time as final architectural approval. This document is available at www.williamlukes.com . Specific Conditions of Approval: 1. Additional items required to be submitted to SARC for review and approval, prior to or as part of the application for final approval; a. All items required in the Design Guidelines for final review, b. Final samples (actual samples with the proposed colorand finish)of materials and colors for all exterior materials. c. Letters from MCC Golf and the owner(s) of the adjacent Pfister Lot 3 confirming their approval for any drawings and plans to be submitted to SARC. d. Engineering drawings for all utility work and road work within the MCC boundaries. 2. A site inspection will be arranged by Andy Hecht and will include the architect, the Architectural Advisor, and David Chadbourne orother representatives of MCC Golf to review landscape plans, visibility of the home from the golf course, materials and colors, access and traffic, and new trees and irrigation responsibilities. 3. Drawings for final review must address the following; a. A landscape plan will be submitted that includes the following; i. A gap between existing stands of oaks, between the house and the 8th hole fairway / tee areas, is to be filled with trees and other landscaping as approved by MCC Golf and SARC, to effectscreening of the house and pool areas from the golf course. ii. The landscape plan for this area should include a layering of plant materials includingshrubberyand/orotherplantsthatare lowerin heightthantrees sothat the under-story area is also fully screened, and so that the appearance from the golf course is natural looking and compatible with other landscaping around the golf course and along this hillside. iii. Maintenance responsibilities, including the installation and maintenance / operation of irrigation forthese screening trees, are to be worked out between the applicant and MCC Golf, and clearly shown on the documents submitted to SARC. iv. All existing stands of oaks and other vegetation between the house and the golf course are to be protected during construction by approved fencing and may not be removed or altered without SARC approval. v. Additional tall trees may be required in order to mitigate the visibility of the house from the golf course and prevent undesirable reflections from larger areas of glass. THE LAKES[DE STUDIO 801 LAKESIDE DRIVE CARBONDALE COLORADO 81623-3109 PHONE 970 963 8025 WWW.WILLIAMLUKES.COM .. b, While SARC isnotopposed tograntinganumberof variances forthishome, primarily with respect to architectural design and elements, the colors of materials should comply with the Design Guidelines. c. Provisions forcreating a safe boundary or physical barrier between the shared driveway for Lots 2 and 3 and the cart path belonging to the golf course. The applicant shall provide a single or multiple solutions which address this conflict area for both the temporary process of constructing the homes on lots 2 and 3, and a permanentsolution meeting the requirementsof MCC Golf and the SARC, as well as any requirementsthatthe Aspen Fire Department may impose for the driveway. d. Complete engineering and design drawings for the proposed extension of utilities under or near the shared driveway, and connections to existing mains in the vicinity of the lazy Chair /Tiehack Road intersection within MCC. i. This portion of the project will require review and approval by the Association's consulting engineer, Dean Gordon of SGM, for compatibility with the existing infrastructure, maintenance requirements, and roads. This review may require additional time if submitted with the final review package, sothe applicantshould allow for the time required for a detailed engineering review and possible revisions, orshould submitthat portionof the workseparatelyin advancetoavoid delays in scheduling the final review. ii. SARC reserves the right to increase the normal $100,000 Maroon Creek Club Master Association Compliance and Construction Completion Guaranty depending on the engineer's assessment of the work proposed, or to require a separate dedicated deposit or bond to cover the utility and road work. This will be addressed when final drawings are received and reviewed. iii. All utility work and road work within the boundaries of MCC shall meet MCC standards, as well as any City or utility company requirements. iv. The Association's attorney will determine whether an easement or license agreementorsimilardocumentation is required to coverthe installation of private utilities within MCC, and execution of any such agreement will be a condition of this and any final approval. e. Location and use of any outdoor speakers must not create a nuisance for golfers on the nearby holes and paths of travel. 4. The schematic approval includes tentative variances for the following items as shown on the drawings, subject to Final Approval by the SARC; a. The extent of variances from the Design Guidelines that would be required to approve the massing, proposed exterior materials, and general design of this home would be numerous, but in recognition of the facts that 1) the home is not generally visible from other homes and roads within MCC, 2) the design of the home will primarily affect only the golf course and the adjacent Pfister Lot 3, and 3) this property is not within the actual boundaries of MCC, SARC is not opposed to including several variances in a subsequent final approval if the owner of the adjacent Lot 3 and MCC Golf have no objection to the design. 5. Noconstruction, staging, oraccess will beallowed withinthe MCCGolf Easementarea withoutthe prior written consent of MCC Golf. This area must be completely fenced during construction. 6. Temporary screening by means of fencing with "opaque" fabric or other privacy measures are generally required for construction sites that are immediately adjacent to golf play areas at MCC. It is likely thatsuch measures will be required during the construction phase for this home, butthe extenthas notbeen determined. Construction fencing will be required to be placed, and approved by the Architectural Advisor, prior to any demolition or earthwork on site. THE LAKESIDE STUDIO 801 LAKESIDE DRIVE CARBONDALE COLORADO 81623Â·3109 PHONE 970 963 8025 WWW.WILLIAM LU KES.COM .. a. The boundaries between either Lot 2 or Lot 3 and any MCC Common Areas shall be fenced, as approved bythe Architectural Advisor. No vegetation on Common Areas shall be removed or disturbed, and no materials may be stored or vehicles parked on any Common Areas. 7. No air conditioning equipment was included in the review orapproval. 8. No exterior lighting was included in the review or approval. 9. Allconstructionoperationsmustcomply with the MCCapproved working hours and days in addition to any requirements that may be imposed by the City of Aspen or MCC Golf. 10. All constructionoperationsmustcomply with MCCspringtime Weight Limitson Tiehack Road from March 15th through June 15th 11. Thisapproval isbasedontheproposed constructionscheduleof approximately 16 months forboth the Lot 2 and Lot 3 homes, plus a reasonable allowance of time during the spring and summerof 2016 to complete landscaping and irrigation. All construction is to be completed by June 2016. IMPORTANT NOTES: Construction that is either not in full accordance with the approved documents or that has not been approved in advance will result in substantial fines being levied against the property owner. Funds used to secure the Construction and Completion Guaranty may be collected by the Master Association to pay any fines that are assessed. Approval by the Site and Architecture Committee of the Maroon Creek Club Master Association does not constitute an assurance that the design of the project or the application complies with all applicable provisions of the County approvals for the Maroon Creek Club or that a building permit will be issued. It is the owner's responsibility to obtain building and other permits as may be required by the City of Aspen. Please let me know if you have any questions regarding the Committee's action, or if we can be of any further assistance. We will send you separately one set of the approved plans for the owner's records. Cordially, THE LAKESIDE STUDIO for the Maroon Creek Club Master Association William Lukes, Architect Architectural Advisor to SARC copies: All SARC members Sarah Korpela, Joshua & Co. Association Management Hal Dishler Association Counsel David Chadbourne MCC General Manager Dean Gordon Association Engineer THE LAKESIDE STUDIO 801 LAKESIDE DRIVE CARBONDALE COLORADO 81623-3109 PHONE 970 963 8025 WWW.WILLIAMLUKES.COM .. 511 Lazy Chair Lot: 2 - 8040 Greenline Review Criteria Response Sec. 26.435.030 City ofAspen Land Use Code C. 8040 Greenline review standards. No development shall be permitted at, above or one hundred fifty (150) feet below the 8040 Greenline unless the Planning and Zoning Commission makes a determination that the proposed development complies with all requirements set forth below. Per City ofAspen Pre-Application Conference Summary, Lazy Chair Lot 2: "Conditions of these approvals included a prohibition of development above 8060' above mean sea level because of the steep grade and natural vegetation in this portion of of the parcel." Also, according to the First Amendment Final Plat: "development in the hatched area above elevation 8060 is prohibited except as reasonably necessary for utility infrastructure, storm water mitigation, maintenance or restoration of native landscape, and wildfire mitigation needs: 1. The parcel on which the proposed development is to be located is suitable for development considering its slope, ground stability characteristics, including mine subsidence and the possibility of mudflow, rock falls and avalanche dangers. If the parcel is found to contain hazardous or toxic soils, the applicant shall stabilize and re-vegetate the soils or, where necessary, cause them to be removed from the site to a location acceptable to the City. See the geotechnical soils and hazards reports enclosed. The civil application includes an erosion control plan to re vegetate and stabilize the cut slopes post final grading. See Civil 6/6. 2. The proposed development does not have a significant adverse affect on the natural watershed, runoff, drainage, soil erosion or have consequent effects of water pollution. See Civil, 2/6 & 3/6. Runoff from impervious surfaces will be retained and infiltrated onsite. Over flows from retention facilities will be sized to release at the historical undeveloped flow rate as per the URMP rules. Rip Rap and vegetation will be used in swales to dissipate energy leaving the site to negate any downstream effects. The City ofAspen's Water Quality Capture Volume and Flood Detention Volume requirements can be met with the proposed site design. 3. The proposed development does not have a significant adverse affect on the air quality in the C ity. Hand Sweeping with brooms and shovels, and daily visual checks and removal of debris along the Project entry areas, the intersection of the driveway at Lazy Chair Road will be washed clean as needed. During Excavation, site watering will be performed by automatic sprinkler system as required to control dust. Additional site watering will be performed as necessary to limit air borne dust. Rumble strips will be applied near the boundary of property to limit distributing soils off site. As per City of Aspen Construction Management Plan Requirements Manual dated August 2010, no diesel engine emissions will exceed 40% opacity, except for starting or stationary operation not exceeding 10 seconds. 4. The design and location of any proposed development, road or trail is compatible with the terrain on the parcel on which the proposed development is to be located. See Civil, 3/6. Off site flows from above will be routed around the structure before returning to .. their natural drainage pattern. There are no trials within the development area and the existing access off Tiehack Road will be used. There is a 30' access and utilities easement and there is no plan to go outside of this. 5. Any grading will minimize, to the extent practicable, disturbance to the terrain, vegetation and natural land features. See Civil grading plan 3/6. Soil nail walls are proposed for shoring to minimize the disturbance to the site. Grading is not to extend above the 8060' contour elevation. The only exception to the disturbance area elevation is for utility connections. No grading is proposed within the Maroon Creek Golf Course Easements. Increased driveway grading within the front setback will decrease required cut for the driveway approach. 6. The placement and clustering of structures will minimize the need for roads, limit cutting and grading. maintain open space and preserve the mountain as a scenic resource. There is only one structure situated near the center of the property. The access already exists and there is no request to for a second access. The road entering the site follows the natural terrain minimizing the need to for excessive cuts/fills. See driveway grading addressed in item #5. 7. Building height and bulk will be minimized and the structure will be designed to blend into the open character of the mountain. See Z 1-201 thru Z 1-206. The proposed structure is under maximum allowable height limit. Some areas of roof and exterior walls will be vegetated roof. Extensive landscaping is required by HOA to conceal the building from major view corridors of the golf course. 8. Sufficient water pressure and other utilities are available to service the proposed development. See Civil, 4/6. The water pressure was tested at the on site hydrant 175psi static, 155psi residual and 1654 GPM. The existing hydrant on site that will be relocated closer to the driveway when the waterline is extended to form a loop back to the Tiehack Rd main in lieu of remaing a terminus as it currently exists. Aspen City Water Department has been apart of this ongoing improvement discussion. A new curb stop will be installed within the driveway paving for access. Electrical service, cable/telephone/data, forced sewer. and natural gas utilities are proposed to be new and located under Lazy Chair Road, tying into existing utilities off site near Tiehack Road. 9. Adequate roads are available to serve the proposed development and said roads can be properly maintained. See Civil, 3/6 & 5/6. The driveway connects to an existing access, Lazy Chair Road. which interested Tiehack Road. The applicant will plow the access in the winter and there is room on the downhill side o f the road for snow storage. Additionally, the golf course is requesting an improved access along Lazy Chair Road to separate residential and golf/maintenance traffic. This design is under development and would be addressed under separate permit as it is on MCC Golf Course property. 10. Adequate ingress and egress is available to the proposed development so as to ensure adequate access for fire protection and snow removal equipment. .. See Civil, 5/6. The on site driveway is proposed to be 16' wide with inside turn radii of 30'and Y" style turn around that is also 16' wide. Auto turn simulation was performed to demonstrate the turning movement for a fire truck. Grades don't exceed 6.1% within the site driveways and turn rounds. 11. The adopted regulatory plans of the Open Space and Trails Board are implemented in the proposed development. to the greatest extent practical. This development dose not impact he open space plan. No disturbance will occur within the MCC easement to the east of the property without their prior approval. This would only include plantings to further screen views o f the development from the golf course as directed by the MCC. .. 511 Lazy Chair Dr, Lots 2&3 Vicinity Map Forum Phi Lazy Chair Lot 2 LLC 715 W Main St., Suite 204 Lazy Chair Lot 3 LLC Aspen, CO 81611 604 W Main St Aspen, CO 81611 ----4,-STAGE Rn 14 ~-PU / â€¢07--4 .,- ,-1 0- 1 044 w m Re 1 - 3 69 cr ~ 82/ th_SUAP . 9 .fu $ >Nt ' L.~.1 , .RA.4/ i u r 80 ' _ 2 Nâ‚¬19 1 01 i . c 426/i ..+. 111 47. 1 40:, L3 ? ~r Â· /_ 1, 1 _ _*f) <7-8 *6>~,~~~ .t Ml-N_VIE)~v D~ ~~ 1!17. ./1P..x 494 e .144 4.779 Â£9 7- A..I~ N 0 iED . 4 14_6~(O'feUNNY, 1,N ~- .: 4*.1 2 4 47.le" 0 7. . 4,49 ABL Â£0 I 6 - Â©r- 1 7, | O 0 .W A. 6. \2-L,3 1 44 2 4 - , -# /71 VA *-14 6 ' : 9&42+ r - ~~~2 - - 61 :/11/. 0 2.0 - 1 ~ r~~ 1 -4 1 03 /1\.EY . 4.tb V 0 r- 0 .2 k>"A 0\ Â£ m .9 1 1 1~ * . 310 f -74., (3 p & W. 11-1 ,-4. 0 34 70'h- . 4.4% TS < LIC CE: ..#u ~~ 0' m~~-f~ ~p lsÂ· 3 4,4 11 1 *r/52 .< 6. 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C ~ 32 left 41 5 -4-Â»1 7 2*' 3 418 Flfh 0 . 511 Lazy Chair -Adjacent Properties within 300 feet ofArthor O Pfister Exemption Lots 2&3 Author O Pfister Exemption Lot 1: ID#: 273511302801 City ofAspen / Attn Finance Dept 130 S Galena St Aspen, CO 81611 Lot 48: ID#: 273511309048 120 Pfeifer Place Bravura LLC 4 533 E Hopkins 3rd Floor Aspen, CO 81611 Lot 47: ID#: 273511309047 110 Pfei fur Place Bravura L LC 533 E Hopkins 3rd Floor Aspen, CO 81611 Lot A-D ID#: 273511209053 i Maroon Creek LLC j 10 Club Circle Aspen, CO 8161 1 Section: 11 Township: 10 Range: 85 Parcel of land in NE4SW4 of SEC 11-10-85 DESC BY M/B ID#: 273511300004 r Kathryn A Finley J 550 Lazy Chair Ranch Road Aspen, CO 81611 603 Maroon Creek Road ID#: 273511300005 S&1 Im estments ] I LLC %/~ 222 N Lasalle #800 Chicago, IL 60601 Lots H,J,K,L,M.N,P,Q,R,S & Roads ID#: 273511209055 Maroon Creek Club Master Association / C/O Joshua and CO 300 S Hunter St Aspen, CO 81611 Lot 46: ID#: 273511309046 100 Pfeifer Place , Crossgates LLC / 533 E Hopkins Ave Aspen. CO 81611 .. mmE CTLITHOMPSON lilli Litili39/8/)12 DErmagiong SOILS AND FOUNDATION INVESTIGATION 511 LAZY CHAIR ROAD LOT 2 ASPEN, COLORADO Prepared For: FORUM PHI ARCHITECTURE 715 West Main Street, Suite 204 Aspen, CO 81611 Attention: Mr. Dustin Anderson, AIA Project No. GS05849-120 Revised December 18, 2014 234 Center Drive GlenÂ·wood Springs Colorado 8 601 TelephoneÂ· 970-945-2809 Fax 970-945-7411 .. 7111'r= TABLE OF CONTENTS SCOPE.... ...... ....................... ....................... .................. .................... ..........1 SITE CONDITIONS ..... ........................,..... ... ..... ........ ... . 1 PROPOSED CONSTRUCTION. ... ..... ... ,... ,...............,.. 2 SUBSURFACE CONDITIONS. ........................... ... .................................... .3 EARTHWORK..........-*.......,......................................................... ........... .... 4 Excavations Construction Dewatering................ ........ ......... __ Percolation Tefting 5 FOUNDATION ........ .... . 6 FLOOR SYSTEM AND SLABS-ON-GRADE...........,...,.................. ....... ............................* 7 Structurally Supported Floors................ .................... ................. ............................8 BELOW-GRADE CONSTRUCTION. ............................ 9 SUBSURFACE DRAINAGF .....10 FOUNDATION WALL BACKFILL COMPACTION. ...... .... ............... ....... .............11 EARTH RETAINING WALLS. ................... ............. .... .................... 12 MSE Structures 13 Precast Concrete Blocks.............................. ............ ............ .... 13 Reinforced Concrete Walls........... .......................................... .......... .......................13 SURFACE DEV\INAGE... ............... .............. .~ .~ . 14 CONCRETF .................. 14 ADDITIONAL CONSULTATION, CONSTRUCTION OBSERVATIONS AND MONITORING...... 15 GEOTECHNICAL RISK............. ....................... ............ . 15 ADDITIONAL SERVICES .16 LIMITATIONS. .... ............ ..................................16 FIGURE 1 - VICINITY MAP FIGURE 2 - LOCATIONS OF EXPLORATORY BORINGS AND EXISTING CONDITIONS FIGURES 3 AND 4 - SUMMARY LOGS OF EXPLOFLATORY BORINGS FIGURE 5 - PROPOSED SITE PLAN AND APPROXIMATE BORING LOCATIONS FIGURE 6 - SWELL/CONSOLIDATION TEST RESULTS FIGURES 7 AND 8 - GRADATION TEST RESULTS FIGURES 9 AND 10 - EXTERIOR FOUNDATION WALL DRAINS FIGURE 11 - TYPICAL EARTH RETAINING WALL DFU\IN TABLE 1 - SUMMARY OF LABORATORY TESTING EXHIBIT A - SURFACE DRAINAGE, IRRIGATION AND MAINTENANCE FORUM PHI ARCHITECTURE 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 REVISED (2) SAGS05849 000\120\2. Reports\GS05849 120 Rl Revised (2).doc .. -'Illk- SCOPE This report presents results of our geotechnical investigation for the planned residence at 511 Lazy Chair Road, Lot 2 in Aspen, Colorado. We con- ducted this investigation to evaluate subsurface conditions at the site and provide geotechnical engineering recommendations for the proposed residence. Our re- port was prepared from data developed during field exploration, laboratory testing, engineering analysis and experience with similar conditions. The report includes a description of the subsurface conditions encountered in our exploratory borings, and geotechnical engineering recommendations for design and construction of the foundations, floor systems, below-grade walls, drain systems and for details influ- enced by the subsoils. The scope of services was described in a Service Agree- ment GS 14-0126, dated March 12, 2014 and agreement GS-14-170, dated June 3, 2014. We were provided a notice to proceed to revise our report to address most recent plans on December 12, 2014. SITE CONDITIONS The property is located at the terminus of Lazy Chair Road in Aspen, Colo- rado. A vicinity map is shown on Figure 1 and a plan view of existing conditions on the lot is shown on Figure 2. An existing two-story residence is on the lot. An approximately 6 foot high retaining wall is south of the garage. The average ground surface slope is +/- 20 percent toward the east-northeast in the existing building area. Areas of slopes above the existing residence and adjacent area are generally between 20 to 30 percent. Vegetation on the lot consists of sparse weeds and grasses, brush and irrigated landscaping. FORUM PHI ARCHITECTURE 1 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 REVISED (2) SAGS05849.000\120\2. Reports\GS05849 120 Rl Revised (2).doc .. I 96 . Â·.l . M : Â». .:kle ':...%%-,Â£&9#*P,M#En""*,1,"..... 1 . r Y 7 4 0' & T V - Existing Site Conditions PROPOSED CONSTRUCTION The existing residence on the lot will be deconstructed. The proposed resi- dence will be a two story building with a basement lower level. Crawl space areas (elevation 8029) will be below the main floor level in some areas. We believe an approximately 12 foot excavation into the existing hillside will be required at the west part of the proposed residence. The basement level floor is planned at ele- vation 8025 feet. The basement will be below the central part of the residence. A garage will be on the main level of the residence (elevation 8036) and will be ac- cessed from Lazy Chair Road. The garage will be partially below-grade on the west portion of the residence. Several retaining walls are planned around the res- idence. FORUM PHI ARCHITECTURE 2 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 REVISED (2) S:\GS05849 000\12012 Reports\GS05849 120 Rl Revised (2) doc .. 11111 SUBSURFACE CONDITIONS Subsurface conditions were investigated by drilling four exploratory borings (TH-1 through TH-4) at the approximate locations shown on Figures 2 and 5. Ex- ploratory borings TH-1 and TH-2 for this investigation were drilled on April 24, 2014 with 4-inch diameter, continuous-flight solid-stem auger and a track-mounted drill rig. Exploratory borings TH-3 and TH-4 were drilled on June 25 and 26, 2014 with an air rotary percussion system and an all terrain vehicle drill rig. Exploratory drilling was directed by our project engineer or principal engineer who logged the soils and bedrock encountered in the borings and obtained samples. Graphic logs of the soils and bedrock encountered in our exploratory borings are shown on Fig- ures 3 and 4. Our borings penetrated about 1 foot of organic sandy clay "topsoil", nil to 13 feet of sandy clay with occasional gravels and 14.5 to 29 feet of clayey to silty gravel with cobbles and boulders underlain by bedrock to the maximum drilled depth of 60 feet below the existing ground surface. Free ground water was en- countered at depths of 23.5 and 29 feet in our exploratory borings TH-1 and TH-2 on the day of drilling. Observations during drilling and results of penetration re- sistance tests indicated the clay was medium stiff to stiff and the gravel was dense to very dense. The shale bedrock was very hard. Borings TH-1, TH-3 and TH-4 were piped to facilitate future measurements of ground water. Our experience is that water flows, much of the year, on top of the bedrock. It is common to find ar- eas of perched water and isolated areas of high groundwater in excavations made in spring and early summer in the vicinity of the property. The soils above the bedrock included large gravel and cobbles. Meaningful samples for laboratory testing could not be obtained from the exploratory borings. The sampler used to obtain soil samples has a tip with a 1.5 inch diameter open- ing. Rocks with diameters larger than 1.5 inches are not retrieved. Therefore, la- FORUM PHI ARCHITECTURE 3 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 REVISED (2) S:\GS05849.000\120\2. Reports\GS05849 120 Rl Revised (2).doc .. lilli boratory testing only reflects the matrix soils and smaller diameter rocks. Samples representative of the actual in-situ soils could not be practically obtained. We performed gradation testing on four soils samples. The soils contained 13 to 37 percent gravels, 26 to 46 percent sand and 26 to 45 percent silt and clay size particles (passing the No. 200 sieve). A sample of the clay was selected for one dimensional swell-consolidation testing. The sample was wetted under an applied load of 1,000 psf and the resulting volume change measured. The sam- pie exhibited 0.1 percent consolidation when wetted. Swell-consolidation test re- suits are shown on Figure 6. Gradation test results are shown on Figures 7 and 8. Laboratory test results are summarized on Table I. EARTHWORK Excavations We anticipate excavations will expose sandy clay on the eastern (downhill) side of the excavation. Excavations made below the west half of the footprint Cup- hill side) will expose clayey to silty gravel with cobbles and boulders. Bedrock may be exposed in deeper excavations on the western portion of the site. We antici- pate that excavation in the overburden soils can be accomplished using conven- tional, extra heavy-duty excavation equipment. Scattered large boulders should be anticipated. Our experience is that a pneumatic hammer attached to a trackhoe can excavate the large boulders and facilitate excavations in the bedrock. Excavations must be sloped or braced to meet local, state and federal safe- ty regulations. Where excavations cannot be laid back to safe slopes, earth reten- tion will be required. We believe that the majority of excavations for the residence can be laid back to safe slopes at this site. The sandy clay will classify as a Type B soil and the gravels will classify as Type C soils based on OSHA standards gov- erning excavations. Temporary slopes deeper than 4 feet should be no steeper FORUM PHI ARCHITECTURE 4 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 REVISED (2) S:\GS05849.000\120\2. Reports\GS05849 120 Rl Revised (2).doc .. lilli than 1 to 1 (horizontal to vertical) in Type B soils and 1.5 to 1 in Type C soils. Based on our review of plans dated December 4, 2014, a 3 to 1 (horizontal to ver- tical) layback slope is planned adjacent to the garage. This is appropriate, in our opinion, and we do not anticipate that earth retention systems will be required. If earth retention systems are required, we should provide the earth retention plans. Contractors are responsible for site safety and providing and maintaining safe and stable excavations. Contractors should identify the soils encountered and ensure that OSHA standards are met. An excavation plan should be developed by the contractor. Construction Dewatering Groundwater was encountered at 29 and 23.5 feet deep (el = 8005 to 8006.5) during our field investigation. We measured groundwater at 20 feet deep (el = 8014) in our boring TH-1 several days after drilling. Groundwater was not found during the drilling of TH-3 and TH-4; these borings were eased with PVC pipe to allow future measurements to groundwater. Groundwater will rise higher in times of higher snowfall or faster snowmelt. Excavations may intercept ground- water in isolated natural drainage paths. Large quantities of seepage may be en- countered during spring snowmelt. Percolation Testing We performed percolation testing in our percolation hole drilled at the ap- proximate location shown on Figure 2. The testing was performed on May 2, 2014 in the clayey to silty gravel with cobbles and boulders. The testing resulted in a percolation rate of the gravel soils of about 30 minutes per inch. FORUM PHI ARCHITECTURE 5 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO GS05849-120 REVISED (2) S:\GS05849.000\120\2. Reporls\GS05849 120 Rl Revised (2).doc .. r lilli - FOUNDATION We anticipate clayey to silty gravel will be found at planned excavation depths below most of the western two-thirds of the planned excavation. Sandy clay with a maximum thickness of about 10 feet from the ground surface will be found in excavations made to the eastern one-third of the excavation. To mitigate future differential movement related to variable foundation support, we recom- mend the residence be founded on footing foundations that are supported entirely by the gravel. We anticipate that some subexcavation below planned bottom of footing elevation will be required below the east one-third of the footprint to reach the gravels. We anticipate subexcavation will be about 5 feet deep. A representative of our firm should be called to observe soils in the founda- tion excavation and check that conditions are as anticipated and suitable for sup- port of the foundation as designed. Recommended design and construction crite- ria for footings are presented below. 1. Footing foundations should be supported by the undisturbed, natural gravel. Soils loosened during excavation or the forming process for the footings should be removed, or the soils can be re-compacted prior to placing concrete. 2. Footings supported by the gravel should be designed for a maximum allowable soil pressure of 4,000 psf. 3. A friction factor of 0.45 can be used to calculate resistance to sliding between concrete footings and the gravel. 4. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum di- mensions of 24 inches by 24 inches. Larger sizes will be required, based upon anticipated foundation loads. 5. Grade beams and foundation walls should be well reinforced to span undisclosed loose or soft soil pockets and resist lateral earth pres- sures. We recommend reinforcement sufficient to span an unsup- ported distance of at least 12 feet. Reinforcement should be de- signed by the structural engineer. FORUM PHI ARCHITECTURE 6 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 REVISED (2) S:#GS05849.000\12(42. Reports\GS05849 120 Rl Revised (2).doc .. 6. The soils under exterior footings should be protected from freezing. We recommend the bottom of footings be constructed at a depth of at least 42 inches below finished exterior grades. The applicable building department should be consulted regarding required frost protection depth. FLOOR SYSTEM AND SLABS-ON-GRADE Basement floors will be slabs-on-grade. The main level floor will be above basement level or crawl space and will be structurally supported by the founda- tion. If the basement slabs are supported on both the clay and gravel, differential movement of the slabs may occur. Where slab-on-grade floor subgrade is clay, the clay should be removed to at least 2 feet below the bottom of the floor slab or to the gravel surface. Structural fill consisting of the on-site gravel with maximum size rock of 3 inches or less can be used as structural fill to re-attain subgrade el- evation. Structural fill below floors should be moisture treated to within 2 percent of optimum moisture content and compacted to at least 100 percent of standard Proctor dry density (ASTM D 698). Slab underdrain and crawl space floor drain systems as described in the following SUBSURFACE DRAINAGE section should be provided below the floors. Backfill below exterior slabs-on-grade will settle. In areas of deep backfill, a positive alternative to reduce slab movement is provision of a structurally supported floor. We recommend the following precautions for slab-on-grade construction at this site. 1. Slabs should be separated from wall footings and column pads with slip joints which allow free vertical movement of the slabs. 2. Underslab plumbing should be pressure tested for leaks before the slabs are poured. Plumbing and utilities which pass through slabs should be isolated from the slabs with sleeves and provided with flexible couplings to slab-supported appliances. FORUM PHI ARCHITECTURE 7 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 REVISED (2) S:\GS05849.000#120\2. Reports\GS05849 120 Rl Revised (2).doc .. 3. Exterior patio and porch slabs should be isolated from the residence. These slabs should be well-reinforced to function as independent units. 4. Frequent control joints should be provided, in accordance with Amer- ican Concrete Institute (ACI) recommendations, to reduce problems associated with shrinkage and curling. 5. The International Building Code (IBC) or International Residential Code (IRC) require a vapor retarder be placed between the base course or subgrade soils and concrete slab-on-grade floors. The merits of installation of a vapor retarder below floor slabs depend on the sensitivity of floor coverings and building to moisture. A properly installed vapor retarder (10 mil minimum) is more beneficial below concrete slab-on-grade floors where floor coverings, painted floor surfaces or products stored on the floor will be sensitive to moisture. The vapor retarder is most effective when concrete is placed directly on top of it. A sand or gravel leveling course should not be placed between the vapor retarder and the floor slab. The placement of concrete on the vapor retarder may increase the risk of shrinkage cracking and curling. Use of concrete with reduced shrinkage char- acteristics including minimized water content, maximized coarse ag- gregate content, and reasonably low slump will reduce the risk of shrinkage cracking and curling. Considerations and recommenda- tions for the installation of vapor retarders below concrete slabs are outlined in Section 3.2.3 of the 2003 report of American Concrete In- stitute (ACI) Committee 302, "Guide for Concrete Floor and Slab Construction (ACI 302.R-96)". Structurally Supported Floors The main floor will be structurally supported above the basement or crawl space areas. Design and construction issues associated with structural floors in- clude ventilation and lateral loads. Where structurally supported floors are in- stalled over a crawl space, the required air space depends on the materials used to construct the floor and the potential expansion of the underlying soils. Building codes require a clear space of 18 inches between exposed earth and untreated wood floor components. For non-organic systems, we recommend a minimum clear space of 12 inches. This minimum clear space should be maintained be- FORUM PHI ARCHITECTURE 8 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 REVISED (2) SAGS05849.000\12012. Reports\GS05849 120 Rl Revised (2).doc .. lilli tween any point on the underside of the floor system (including beams, plumbing pipes and floor drain traps) and the soils. Where structurally supported floors are used, utility connections, including water, gas, air duet, and exhaust stack connections to floor supported appliances should be capable of absorbing some deflection of the floor. Plumbing that passes through the floor should ideally be hung from the underside of the structural floor and not laid on the bottom of the excavation. This configuration may not be achievable for some parts of the installation. It is prudent to maintain the minimum clear space below all plumbing lines. If trenching below the lines is necessary, we recommend sloping these trenches so they discharge to the foundation drain. Control of humidity in crawl spaces is important for indoor air quality and performance of wood floor systems. We believe the best current practices to con- trol humidity involve the use of a vapor retarder or vapor barrier (10 mil minimum) placed on the soils below accessible subfloor areas. The vapor retarder/barrier should be sealed at joints and attached to concrete foundation elements. A posi- tive approach to protect wood floors above crawl spaces is to install a mechanical ventilation system controlled by a humidistat in crawl space areas. When a pre- set humidity is determined, mechanical systems should activate to create airflow in the space. BELOW-GRADE CONSTRUCTION Foundation walls which extend below-grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Many factors affect the values of the design lateral earth pres- sure. These factors include, but are not limited to, the type, compaction, slope and drainage of the backfill, and the rigidity of the wall against rotation and deflec- tion. For a very rigid foundation wall where negligible or very little deflection will occur, an ';at-rest" lateral earth pressure should be used in design. For walls FORUM PHI ARCHITECTURE 9 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849Â·120 REVISED (2) SAGS05849.000\120f2 Repofts\GS05849 120 Rl Revised (2).doc .. + which can deflect or rotate 0.5 to 1 percent of wall height (depending upon the backfill types), lower "active" lateral earth pressures are appropriate. If the on-site soils are used as backfill, we recommend design of below- grade walls using an equivalent fluid density of at least 55 pcf for this site. This equivalent density does not include allowances for sloping backfill, surcharges or hydrostatic pressures. Backfill placed adjacent to foundation wall exteriors should be placed in accordance with the recommendations in the FOUNDATION WALL BACKFILL COMPACTION section. Exterior flatwork such as patios and exterior columns which are supported on backfill should be expected to settle and crack. Where movement and cracking is not considered acceptable, the structures should be structurally supported. SUBSURFACE DRAINAGE We anticipate that subsurface water may flow towards the site at elevations above the planned lower level during spring snowmelt. The water will need to be collected in permanent dewatering systems (drains). We are providing recom- mendations for a permanent drainage system. We have observed occasional incidents of water in basement window wells after construction. We recommend considering a drain pipe to connect the bottom of window wells to the foundation drain. Section R310.2.2 of the 2012 IRC re- quires a drain in the window wells. We recommend an exterior foundation drain be installed around the perim- eter and adjacent to below-grade interior foundation walls where the foundation steps down the slope (if any). A washed rock layer with an embedded PVC drain pipe network should be provided under below-grade floor slabs and in crawl space areas. FORUM PHI ARCHITECTURE 1 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 REVISED (2) SAGS05849.000\120\2. Reports\(3905849120 Rl Revised (2).doc .. 1 lili The exterior foundation drains should consist of 4 inch diameter, rigid, slot- ted PVC pipe encased in free draining gravel. A prefabricated drainage compo- site should be placed adjacent to foundation walls. Care should be taken during backfill operations to prevent damage to drainage composites. The drain should lead to a sump pit where water can be removed by pumping. Gravity outlets should be protected from clogging and freezing. The drain outlets should be checked at least twice each year to verify they are not blocked. Installation of clean outs along the drain pipes is recommended. Slab-on-grade floors should be protected from wetting by installation of an under slab blanket drain. We recommend constructing underslab drains consist- ing of 2-inch diameter, slotted PVC pipe installed on 10 to 12 foot centers and embedded in at least 6 inches of washed gravel. The pipes should convey water to perimeter drain collector pipes. Placement of a moisture retarder above the washed rock layer is required in the International Residential Code to mitigate the potential for water vapor transmission through floor slabs. Typical foundation and blanket drain details are shown on Figures 9 and 10. FOUNDATION WALL BACKFILL COMPACTION Settlement of foundation wall and utility trench backfill can cause damage to concrete flatwork and/or result in poor drainage conditions. Compaction of backfill can reduce settlement. Attempts to compact backfill near foundations to a high degree can cause damage to foundation walls and window wells and may increase lateral pressures on the foundation walls. The potential for cracking of a foundation wall can vary widely based on many factors, including the degree of compaction achieved, the weight and type of compaction equipment utilized, the structural design of the wall, the strength of the concrete at the time of backfill compaction, and the presence of temporary or permanent bracing. FORUM PHI ARCHITECTURE 11 511 LAZY CHAIR ROAD~ LOT 2 PROJECT NO. GS05849-120 REVISED (2) S:\GS05849.000\120\2. Reports\GS05849 120 Rl Revised (2).doc .. IE Backfill placed adjacent to foundation wall exteriors should be free of or- ganic matter, debris and rocks larger than about 3 inches in diameter. Backfill should be moisture conditioned to within 2 percent of optimum moisture content and compacted to about 90 to 95 percent of standard Proctor (ASTM D 698) max- imum dry density. We recommend that density and moisture content of backfill be tested during placement. The top 1 to 2 feet of backfill should consist of a clayey soil to limit surface water infiltration. Proper moisture conditioning of backfill is as important as compaction, be- cause settlement commonly occurs in response to wetting. The addition of water complicates the backfill process, especially during cold weather. Frozen soils are not considered suitable for use as backfill because excessive settlement can re- suit when the frozen materials thaw. Precautions should be taken when backfilling against below-grade walls. Temporary bracing of comparatively long, straight sections of walls should be used to limit damage to walls during the compaction process. Waiting at least seven days after the walls are placed to allow the concrete to gain strength can also reduce the risk of damage. Compaction of fill placed beneath and next to window wells, counterforts, and grade beams may be difficult to achieve without damaging these building elements. Proper moisture conditioning of the fill prior to placement in these areas will help reduce potential settlement. EARTH RETAINING WALLS Plans that we reviewed indicate retaining walls will be constructed for the fire truck turn-around, as well as "terraced walls" to the west and north of the pro- posed residence. The specific type of retaining wall was not indicated on the plans. Rock buttress walls could be constructed that limit horizontal movement of the ground above; however, rock buttress walls will need to be designed as a gravity retaining wall. We can assist with rock buttress wall design, if requested. FORUM PHI ARCHITECTURE 12 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 REVISED {2) S:\GS05849.000\120\2. Reports\GS05849 120 Rl Revised (2) doc .. 1 1 1 1 1 Earth retaining systems, such as mechanically stabilized earth (IVISE) structures, precast concrete block or reinforced concrete retaining walls would be appropriate at this site. MSE Structures MSE structures consist of a reinforced soil zone comprised of horizontal layers of backfill and geogrid reinforcement. The reinforced zone of the structure then essentially acts like a gravity wall structure to retain soils behind the rein- forced zone. This type of system is well-suited for the construction of fill embank- ments. Designs are dependent on specific material properties of the geogrid rein- forcement and wall facing. CTL can provide designs for MSE structures. Precast Concrete Blocks Retaining walls can be constructed using large precast concrete block. These blocks are normally 4 feet wide by 4 to 5 feet deep and 1-1/2 feet high. Walls built with these blocks can be reinforced with geotextile fabric or can be constructed as a gravity wall without reinforcement. We can provide wall designs using precast concrete blocks, if requested. Reinforced Concrete Walls Reinforced concrete retaining walls that are attached to the residence should be constructed on the same foundation system that is used for the resi- dence. Retaining wall foundations shall be designed with criteria presented in the FOUNDATION section. Retaining walls which can rotate should be designed to resist "active" lat- eral earth pressures calculated using an equivalent fluid density of at least 40 pcf. Retaining walls with reinforcement that is tied into building foundation walls, that FORUM PHI ARCHITECTURE 13 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 REVISED (2) SAGS05849.000~120\2. Reports\GSO 5849 120 Rl Revised (2).doc .. 311[- are not free to rotate, should be designed to resist "at rest" lateral earth pressures using an equivalent fluid density of at least 55 pcf. A positive earth pressure of 300 pef can be used to calculate resistance from sliding for permanent embed- ment depths. These pressures do not include allowances for sloping backfill or hydrostatic pressures. Backfill behind retaining walls and in front of retaining wall footings should be placed and compacted as outlined in the FOUNDATION WALL BACKFILL COMPACTION section. Drains are required to control hydrostatic pressures behind retaining walls. A typical earth retaining wall drain detail is shown on Figure 11. The drains should lead to positive gravity outlets or be provided with weep holes. SURFACE DRAINAGE Proper design, construction, and maintenance of surface drainage is critical to the satisfactory performance of foundations, slabs-on-grade, and other improve- ments. Landscaping and irrigation practices will also affect performance. Exhibit A contains our recommendations for surface drainage, irrigation, and maintenance. CONCRETE Concrete in contact with soil can be subject to sulfate attack. We tested one soil sample for water soluble sulfate concentrations. The tested sample con- tained 0.00 percent water soluble sulfates. For this level of sulfate concentration, ACI 332-08 Code Requirements for Residential Concrete indicates there are no special requirements for sulfate resistance. In our experience, superficial damage may occur to the exposed surfaces of highly permeable concrete, even though sulfate levels are relatively low. To control this risk and to resist freeze-thaw deterioration, the water-to-cementitious materials ratio should not exceed 0.50 for concrete in contact with soils that are FORUM PHI ARCHITECTURE 14 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 REVISED (2) S:\GS05849.000\120\2 Reports\GS05849 120 Rl Revised (2).doc .. lip likely to stay moist due to surface drainage or high water tables. Concrete should have a total air content of 6% +/- 1.5%. We advocate all foundation walls and grade beams in contact with the subsoils (including the inside and outside faces of garage and crawl space grade beams) be damp-proofed. ADDITIONAL CONSULTATION, CONSTRUCTION OBSERVATIONS AND MONITORING This report has been prepared for the exclusive use of Forum Phi Architec- ture and the design team for the purpose of providing geotechnical design and construction criteria for the proposed project. The information, conclusions, and recommendations presented herein are based upon consideration of many factors including, but not limited to, the type of structures proposed, the geologic setting, and the subsurface conditions encountered. The conclusions and recommenda- tions contained in the report are not valid for use by others. Standards of practice evolve in geotechnical engineering. The recommendations provided are appropri- ate for about three years. If the proposed project is not constructed within about three years, we should be contacted to determine if we should update this report. We recommend that CTL I Thompson, Inc. provide construction observa- tion services to allow us the opportunity to verify whether soil conditions are con- sistent with those found during this investigation. If others perform these observa- tions, they must accept responsibility to judge whether the recommendations in this report remain appropriate. GEOTECHNICAL RISK The concept of risk is an important aspect with any geotechnical evaluation, primarily because the methods used to develop geotechnical recommendations do not comprise an exact science. We never have complete knowledge of subsur- face conditions. Our analysis must be tempered with engineering judgment and FORUM PHI ARCHITECTURE 15 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 REVISED (2) SAGS05849.0001120\2. Reports\GS05849 120 Rl Revised (2).doc .. ~11111- experience. Therefore, the recommendations presented in any geotechnical eval- uation should not be considered risk-free. We cannot provide a guarantee that the interaction between the soils and a proposed structure will be as desired or in- tended. Our recommendations represent our judgment of those measures that are necessary to increase the chances that the structures will perform satisfactorily. It is critical that all recommendations in this report are followed during construction. Home owners must assume responsibility for maintaining the structure and use appropriate practices regarding drainage and landscaping. ADDITIONAL SERVICES Additional geotechnical engineering services are required based on the planned construction. We recommend that CTL I Thompson, Inc. provide the fol- lowing additional geotechnical services: 1. Review of the excavation plans; 2. Review of final building plans; and 3. Construction observations and materials testing. LIMITATIONS Our exploratory borings were located in accessible areas. The locations of our borings were limited by utilities, the existing residence, and steep slopes on the lot. Subsurface conditions not indicated by our borings will occur. A repre- sentative of our firm should be called to observe and test fill placement and ob- serve the completed foundation excavation to confirm that the exposed soils are suitable for support of the footings as designed. This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No warranty, express or im- FORUM PHI ARCHITECTURE 16 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 REVISED (2) SAGS05849.0001120\2 Reports\GS05849 120 Rl Revised (2).doc .. plied, is made. If we can be of further service in discussing the contents of this report, please call. CTL I THOMPSON, INC. ~ :41 42809 *i = ~ Edward R. Wwle, P.E Project EngNÂ¢Â¢.,..,004:'*f Reviewed by:47~Q~3:~' Abhri Mechling, P.E. Z>Branch Manager ERW:JM:cd CC: Via email danderson@forumphi.corn FORUM PHI ARCHITECTURE 17 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 REVISED (2) S:\GS05849 000\12012. Reports\GS05849 120 Rl Revised (2).doc .. iF SCALE: 1' = 2,000' "A bÂ»f 4 5.1 l. Â» af /1 ' A ..*> 44*1*aw:z---<bÂ·J...Ed Â§ uii: 4- 1 2.-42. h'Â¥,r:4-<-02 -- ft ~ ~ ~~ - :\., w 4.>31./#71 \ : 6 .Ze.?A =.:-:c.. 2, ;- \-2==F k *i/~1 t~'r3~'~\~~~_'t~ 1~4 <e:= L i .. - ''3214; 41 4-:-2 triftÂ«%.*g*-4.. i 11 I. 1 . - .Er- -4.- ----/. r.p.. ~lht-=12 i .. ...al :i . 1. .. 4;.. I j: I t#~ .. 4..t k.4.,., V r- 1.3 Jt~ -4:.21'e'Â·.Â·C:h . 2 . ... 4 :--:,61.:.71- .71 9% 4 ..1.Â·-- 1 ' - f . I C <. I .' . ....... .f ..../ 7 --i-Â«Saakg ( Â· N ~.Â»2:Rb-21.- . i et 4 40 G~nh'; ~ ~ 63 ~C~? f. 1 SE I'.70 6% . I ...70 1 V .0 1 I 78 5 Â· .E - 4 1 . . \ 77 9. D . 0 :fr , D - - 2.... 0 , 3 0 49*/3 - ' -1 .t:i~ ..'21&,~/34?7,-,Â·.I ~MsM * % 3 0 : :.* I \>19 /m . 71 ....\ in , 1 4 0. , ..er Â·: 1-4 .4 *4615't4'Â· Jb 9 r., 1 -- .... .4 Prj i , /j; 0 Â»-1,-7 :Â·' N Â· 4/42:. . 1 1,32 ..A:..:i...14.':3441 . .. -76 13. I . J ... U. 4 : 1 "L 5 83 Â¥ 11 .:.44':9. 442* 711.42 .. Frf#%#LE / 7 I . 1/1 21<. t.. 0, :21 4 . . 6, I r / .. . , '2 4 ),h. , 24% .h ATS;DrÂ» 9 . i / - 4 . , Art.h 'll=-1 :â€¢' 1 \:91 ..... I ' 16.132,-7, i f . y ./ '74: U, *- Ff 1 ~1 + i ,~i 24,-/0(044~ ,, ~ Â¢i.. -4, f.2 .0<72;Ekl.Â« t. ; / 2-y/,7 E \2;~+~_~0,1,0,1 Vicinity Map FORUM PHI ARCHITECTURE 511 LAZY CHAIR ROAD, LOT 2 Project No. GS05849-120 Fig. 1 r/49 F, 8/ I. Â·8 Â·4 FPW 11/ f 1 -- Septic NOTE: S77 Lids\ LOCATIONS OF EXPLORATORY BORINGS ARE APPROXIMATE. Â¢ k. 1 X f C SCALE: 1Â·= 40 rbi 5 0 0 X , . 11 '' In $ =I. 1 Af e \1 0.. 1 , 1 0 '\\ 0 7 U 33'3- | r l \ F.F. 8040.2 Existing House 9. I \1 74 00 \ SV--/ PERC\ ,~ ~ HOLE\ Asprioft 1< 1 4 1 L ~ Conâ‚¬rf.(e / 2 1.~,A 1 1 100 ,, 1 Ililli b 1 1,1 (4/11 11 AIr L IN Locations of m / 1 71 Exploratory 260.00 Borings and -1 s Existing Found No. 5 Rebar with Yellow Plastic Cap 1 1 Conditions FORUM PHI ARCHITECTURE h V L.S. *9184 511 LAZY CHAIR ROAD, LOT 2 Project No. GS05849-120 Fig. 2 1'301 ltv of Aspen u./.D . ./ 2, '97Â·.4 .Râ€¢ 0 0 lip TH-1 TH-2 TH-3 TH-4 P-1 El. 8034 El. 8030 El. 8050 El. 8050 El. 8029 0 75 39 /9 Fl 0 Â£17 01 , , 0 0 ** 5 - - 6-, 6/6 - ~ ~J~;UE 155/12 -5 5 -- '91 / / (8025) -1 1 / 701 ' ' I , 4 t 7 - -, '-r=pr ~~8 91-150/10 ELEVAT) /1 / 10 - 10 ~50/10 / (80251 9, I 0 4 Â»,10.-TED ~ ANTICIPATED / LOWEST / l OWEST / LEVEL / LEVEr.. ;â‚¬~ ELEVATION ELEVATION / 9 (8036) ft; = 17-1 50/12 , 4739/12 / ' 15 15 '52 'Jj Â¢41 /'130/2 *. 5 * .- 4'-150/13 '~ 50/7 20 - -20 / 50/1 - 4 9 5 * '"31/6,19/5 -25 .â„¢. 25 - /~~27/6.33/3 - Al # 1 -- , m _ ~ /6150/3 ~~34/6.16/3 -30 ..1 I. 30 50/1 4 - -- 4 + - - 7 79, - * â€ž1 23/6,27/3 4~ 50/4 35 - -- 35 ./ - 40 - -40 50/0 45 -- --- 45 50 - -50 50/1 - 55 --- -- 55 -- 50/0 60 60 SUMMARY LOGS OF EXPLORATORY BORINGS FIG. 3 FORUM PHI ARCHITECTURE 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 1 1 , ~ 1 1 l i l i 1 l i l i 1 1 1 1 1333 Hld30 .. lili[- LEGEND: ~C~| SANDY CLAY "TOPSOIL", ORGANICS, MOIST, BROWN ~ CLAY, SANDY WITH OCCASIONAL GRAVEL, MEDIUM STIFF TO STIFF TO STIFF, MOIST, BROWN, RUST. ~ GRAVEL, CLAYEY TO SILTY, COBBLES AND BOULDERS, DENSE TO VERY DENSE, MOIST TO -. WET, BROWN, RUST, GRAY. SHALE BEDROCK, VERY HARD, WET, BLACK. ~1 DRIVE SAMPLE THE SYMBOL 10/12 INDICATES 10 BLOWS OF A 140-POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5-INCH O.0. SAMPLER 12 INCHES. DRIVE SAMPLE. THE SYMBOL 6/6,9/6,6/6 INDICATES 6 BLOWS OF A 140-POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.0-INCH O.D. SAMPLER 6 INCHES. WATER LEVEL MEASURED AT TIME OF DRILLING. WATER LEVEL MEASURED SEVERAL DAYS AFTER DRILLING. NOTES: 1. EXPLORATORY BORINGS TH-1 AND TH-2 FOR THIS INVESTIGATION WERE DRILLED ON APRIL 24, 2014 WITH 4-INCH DIAMETER, CONTINUOUS-FLIGHT SOLID-STEM AUGER AND A TRACK-MOUNTED DRILL RIG. EXPLORATORY BORINGS TH-3 AND TH-4 WERE DRILLED ON JUNE 25 AND 26, 2014 WITH AN AIR ROTARY PERCUSSION SYSTEM AND AN ALL TERRAIN VEHICLE DRILL RIG. 2. LOCATIONS OF EXPLORATORY BORINGS WAS APPROXIMATE 3. THESE EXPLORATORY BORINGS ARE SUBJECT TO THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS AS CONTAINED IN THIS REPORT. SUMMARY LEGEND OF EXPLORATORY BORINGS FORUM PHI ARCHITECTURE 511 LAZY CHAIR ROAD. LOT 2 FIG, 4 PROJECT NO, GS05849-120 1â€¢ 1<1 -1//- S \GS05849 000\120\8 DRAFT*NGIGS05849 120 R) FIGURE 3 LOGS GPJ (N) 1 - iftt U 16~Â·-~Ahvt# Emzz_ 1-1.4,Â· Q.v 'YUU> 1 tb 11#F 2091 SCALE: 1 '- 40 2 -= ==2 < 9 64.14 Â·21 , 7-2 *--. C 2 .. 44 $ - 121 15:.>622-A - . 2.Â·21 - f ... I.* ' 4.25-je 20'41 11-1,p .j,Â·/Al Â£Â· - 4 921 -4. "-; 4" 1 - i111 20 21* \ i -1\ 17Â·4*r . 6 er'/.Â· ?r' -23- i 1 15.- 4 1 4 . 14 \\A: E 1 tl, \-tzy' i{ _\Â» I \ 22 0 . 2 . J 9 1500 ... \ Â· ubc ).1. ' I - -1 \ 1 \\ 156 1 .. . \ \1 ,! "97: 32 1 1111' L,f , I'Â¢ r- f r M \ / 1 ' !11544],11 - r t. - \ - 1 SU'Bmile 1 1. 1 - 2 AN\\3.1 22L---- .,7 .* - -- - i S./.4091â€¢ / Â«El] 1 M r 44 Ail|'* / - j 91'f 15..1 2 .....1 0 . I --1 .. -# P-I- . ... , i , - .-15'Â·16 + i. .= r â‚¬,/St/. 4 - . O-1 22Â·-2 a . I -- -- I -.-... ' 17 '-1 r - X 1.- . . - - - "-2 I - 1 LrÂ·U.,01, ./ i,./ / 40 j I Il\'1 15.16. 4 , ),3* L 2Â·i. 24 'raâ‚¬... vu!,4, . OJ 7 1- 1-' - , upy -9 I # . 7,1 4 - Proposed Site 20Â·4 Plan and 12 . 4 11.-1, Â· 1 Approximate 1-:y- - **1176 . 1 - > Boring FORUM PHI ARCHITECTURE Locations 511 LAZY CHAIR ROAD. LOT 2 Project No. GS05849-120 FIG. 5 S%*4W I F12 57 18'â€¢4 ENW I . .. lilli 7 t i i ~ ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO 1 1 5 1 4 | --- ~~-T-i--'. 1 '11 3 -- 1 1: 1 1 ilit' i r- rk \4 1 11 I I _L ! -5 -+ 1 lili -7 -8 01 1 0 10 100 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) DRY UNIT WEIGHT= 111 PCF From TH-1 AT 10.5 FEET MOISTURE CONTENT= 14.3 % Swell Consolidation FORUM PHI ARCHITECTURE 511 LAZY CHAIR ROAD, LOT 2 Test Results PROJECT NO. GS05849-120 SAGS05849,000\120\6. Calc~Report 3\GS{5849 120 Swell.*ls FIG 6 COMPRESSION % EXPANSION .. HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR 7 HR TIME READINGS U S STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN 15 MIN 60 MIN 19 MIN. 4 MIN 1 MIN .200 '100 Â·50 '40 *30 *16 -10 *8 *4 3/8" 3/4- 1 M 3- 5-6' A- 100 0 90 10 80 J 20 @70 30 . 260 40 % 50 ~50 a40 60 30 70 20 80 10 -- - I 90 100 0 , 001 0 002 005 009 .019 037 074 149 297 590 119 20 2 38 4.76 9.52 19.1 361 76.2 127 200 0 42 152 DIAMETER OF PARTICLE IN MILLIMETERS SANDS GRAVEL CLAY (PLASTIC) TO SILT (NON-PLASTIC] FINE | MEDIUM ~ COARS FINE | COARSE | COBBLES Sample of SAND, SILTY SM GRAVEL 37 % SAND 26 % From TH - 1 AT 14 FEET SILT & CLAY 37 % LIQUID LtMIT % PLASTICITY INDEX % | HYDROMETER ANALYSIS ~ SIEVE ANALYSIS ] 25 HR 7 HR TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN 15 MIN 60 MIN. 19 MIN. 4 MIN 1 MIN 4200 '100 -50 *40 -30 .16 '10 Â·8 -4 3/8- 3/4" 1>2 3' 5-6- 8 0 100 90 r- . 10 1 -4 20 80 40 30 /0 1 20 - 50 %0 160 70 30 80 20 90 0 100 001 0.002 .005 .009 .019 .037 074 149 .297 590 119 2.0 2.38 4 76 9 52 191 36 1 76.2 127 200 0 42 152 DIAMETER OF PARTICLE IN MILLIMETERS SANDS GRAVEL CLAY (PLASTIC) TO SILT (NON-PLASTIC) FINE | MEDIUM jCOARS FINE | COARSE | COBBLES Sample of SAND, SILTY (SM) GRAVEL 33 % SAND 41 % From TH - 2 AT 9 FEET SILT & CLAY 26 % LIQUID LIMIT % PLASTICITY INDEX % FORUM PHI ARCHITECTURE Gradation 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 Test Results SAGS05849.000\120\6. Calcs\Report 3\GS05849 120 Gradation.xls FIG. 7 OjiNIV13H .IN3383d 03NIV.131 iN3DU3d SSING .. HYDROMET ER ANALYSIS ~ SIEVE ANALYSIS ~ 25 HR 7 HR TIME READINGS U S STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN 15 MIN 60 MIN 19 MIN 4 MIN 1 MIN '200 Noo 50 Â·40 Â·30 46 *10 '8 *4 18' 341- 1 7.- 3- 5- 6- A too , --10 90 1 Â· i 1 - i -- ~ -410 80 1---- - -4- - ...l- ---i20 to 70 1 . 30 ED 1 1 . --:---- ---- 40 - 1 -~ .- . , 60 i24O i ' 30 -------, 70 20 G--- ; 80 10 ! 01 1 :i ~ '' ''' ~~, 1,â€¢1â€¢' ~ r~ 1,1,lr 100 1 1 001 0 002 005 009 019 037 074 .149 297 590 119 20 238 4 76 9 52 19 1 361 762 127 200 0.42 152 DIAMETER OF PARTICLE tN MILLIMETERS SANDS GRAVEL CLAY (PLASTIC) TO SILT (NON-PLASTIC) FINE ~ MEDIUM | COARS FINE | COARSE | COBBLES Sample of SAND, SILTY (SM) GRAVEL 13 % SAND 42 % From TH - 2 AT 14.5 FEET SIt_T & CLAY 45 % LIQUID LIMIT % PLASTJCITY INDEX Â°/0 HYDROMETER ANALYSIS SIEVE ANALYSIS 1 25 HR 7 HR TIME READINGS U S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN 15 MIN 60 MIN 19 MIN 4 MIN 1 MIN -200 100 *50 *40 '30 .16 .10'8 -4 328 3,4. 3' 5 6- 8' 100 ---I - v -0 1: , 1.-r 11 1 1/1 1 1 -1 1 10 50 -- 7-- /11 - | /1 j =20 70 1 1 1 1 -- 4 30 1 1 3*0 20 boo 1 -- i '50 1 1 1 .* 1 1 1 -2 60 1 1 30 -- 70 1 1 1 1 . 1 4 20 â€¢ ------ 80 10 -90 1 O , i li Â· 1 ., i, r , 1 , ..i, 100 001 0 002 005 009 0/ 037 074 149 297 590 1.19 2 0 2 38 4.76 9 52 .9 1 361 76 2 127 200 0 42 152 DIAMETER OF PARTICLE IN MILLIMETERS SANDS GRAVEL CLAY (PLASTIC) TO SiLT (NON-PLASTIC; FINE | MEDIUM | COARS FINE | COARSE | COBBLES Sample ot SAND, SILTY (SM) GRAVEL 26 % SAND 46 % From TH - 2 AT 24 FEET SILT & CLAY 28 % LIQUID LIMIT % PLASTICITY INDEX % FORUM PHI ARCHITECTURE Gradation 511 LAZY CHAIR ROAD,LOT 2 PROJECT NO. GS05849-120 Test Results SÂ·\GS05849 000\120\6. Calcs\Report 3'GS05849 120 Gradation.xts FIG. 8 NT PASSIN a3NIV13bl INEDE:d 03NIV.13B 1N32)33d SSING .. .. if ~------- NOTE: SLOPE DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF FOOnNG AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSmVE GRAVTTY OUTLET OR TO A SUMP WHERE WATER CAN BE 2-3' REMOVED BY PUMPING. I ~ BACKFILL-- I (COMOSmON AND \ . 1 ~ COMPACnON PEN REPORT1 -k-I ...... - r-PROVIDE PLASTIC SHEEnNG GLUED TO -- / FOUNDATION WALL TO REDUCE PREFABRICATED - - 4 MOISTURE PENETRATION ....... DRAINAGE COMPOSITE Â· -BELOW GRADE WALL SLOPE 1 (MIRADRAIN 6000 PER ................. , OSHA OR EQUIVALENT) 22*:i: / REINFORCING STEEL PER STRUCTURAL Meye>fo. ~ DRAWINGS ~ PROVIDE POSmVE SUP JOINT / BETWEEN SLAB AND WALL 1/~ ~ - FLOOR SLAB CO~RTERF~RICTH ' ........~........F~.....~......................................... 1 L,- %2321- 6- PVC DRAIN NETWORK-1 T 2" MINIMUM CONCRETE AGGREGATE --~ 8~ MINIMUM - ~ IMBEDDED IN WASHED OR BEYOND 1:1 FOOMNG OR PAD SLOPE FROM BOITOM OF FOOMNG. (WHICHEVER IS GREATER) 4-INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE LAID IN A TRENCH WITH A SLOPE RANGING BETWEEN 1 /8 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN. ENCASE PIPE IN WASHED CONCRETE AGGREGATE (ASTM C33, NO. 57 OR NO. 67). EXTEND GRAVEL TO AT 1-EAST 1/2 HEIGHT OF FOOTNG. Exterior Foundation FORUM PHI ARCHrrECTURE Wall Drain 611 LAZY CHAIR ROAD, LOT 2 Project No. GS05849-120 Fig. 9 Drain-2-CD 3-13-14 .. -NOTE: ............. .................. SLOPE j DRAIN SHOULD BE AT LEAST 2 INCHES ................. E BELOW BOTTOM OF FOOTING AT THE ~ i HIGHEST POINT AND SLOPE DOWNWARD .................. TO A POSITNE GRAVITY OUTLET OR TO = A SUMP WHERE WATER CAN BE 2-3 :................n. REMOVED BY PUMPING. ............... <- BACKFILL -- ................. .................. MIRADRAIN G200N STRUCTURALLY SUPPORTED OR EQUIVALENT - m:m:..::7=Â· - F FLOOR SYSTE~ ................. SLOPE ~ PER OSHA .,....~~,...,~:,.,.........,6 REINFORCING STEEL 3 k=.9-PER STRUCTURAL DRAWINGS EHHik....... j ~CRAWL SPACE COVER ENTIRE WIDTH OF GRAVEL ........... WITH NON-WOVEN GEOTEXTILE ................. FABRIC (MIRAFI 14ON OR EQUIVALENT). ROOFING FELT IS =MUD SLAB= OR VAPOR BARRIER AN ACCEPTABLE ALTERNA11VE. ........ \- -L.jst Ottza .. ........ 1 ~z50'-GE-6. 2" MINIMUM\ t. ATTACH PLASTIC SHEETING / TO FOUNDAION WALL ~--18" MINIMUM - OR BEYOND 1:1 SLOPE FROM BOTTOM OF FOOING. PVC DRAIN NETWORK (WHICHEVER IS GREATER) IMBEDDED IN WASHED CONCRETE AGGREGATE 4-INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE LAID IN A TRENCH WrrH A SLOPE OF AT LEAST 1 /8 INCH DROP PER FOOT OF DRAIN. Exterior Foundation FORUM PHI ARCHITECTURE 511 LAZY CHAIR ROAD, LOT 2 Wall Drain Project No. GS05849-120 Fig. 10 Dfoin- 3- CD 3 13 14 .. 1 - 12Â» MIN. - 10 ------~---~~~~--- ~ 1I vm.v.9.-mum: Mmummcm â€¢ BACKFILL WITH SILTY :-Â·Â·Â·Â·m,-3Â·Â·Â·r,C OR CLAYEY ON-SITE SOIL -:4~ = - -9--=2.--I-; ................... ~~4.- ~"-,kt-~, ~'~~ WALL WASHED CONCRETE AGGREGATE ':.....4 . ..................... PROVIDE GRAVEL LAYER BEHIND st 4.- .9>C --7--"-' (ASTM (33, NO. 57 OR NO. 67). :::Â·:...:.Â§:03'Â·C:43XÂ·Ze.:.â‚¬e:Â·:4 ~ BACKFILL --ON-SITE -- gpi'%Â·~'27--â‚¬â‚¬-31 MATERIALS j 9/7.2,:t- fâ‚¬-R}Hi-*. \ -- RETAINING WALL REINFORCING STEEL 99*99: i : PER STRUCTURAL : Â·, â€¢ f.. 1 DRAWINGS. V':.:. 9.â‚¬. ': Oci;.'=*:*â‚¬ SLOPE 1,.4479:2................ PER 5.::,r: Z..6.7. i.'C)*E32:0.4- - - OSHA ~6Â·. ..2 ::Ee:.:.Z::2::: 4-INCH DIAMETER PERFORATED ......~........ RIGID DRAIN PIPE. THE PIPE 1 + Â·Â·/ Of" .................. SHOULD BE PLACED IN A TRENCH Â· Â·Pl - rÂ·t EES- WITH A SLOPE RANGING BETWEEN 1/16-INCH AND 1 /8-INCH DROP r/977 Â»PER FOOT OF DRAIN. DISCHARGE 4-- ' - TO POSIâ„¢E GRAVnY OUTLET OR L 2-- ..4, Ii'%â€¢t -â‚¬-- 1- SUMP WHERE WATER CAN BE - REMOVED BY PUMPING. + FOOING OR OTHER -1 TYPE FOUNDATION Typical Earth Retaining FORUM PHI ARCHITECTURE 511 LAZY CHAIR ROAD, LOT 2 Wall Drain ProJect No. GS05849-120 Fig. 11 35- RETAINING //._04 REV NFD 5 - 20- 14 TABLE I 911IF SUMMARY OF LABORATORY TESTING PROJECT NO. GS05849-120 ATTERE ERG LIMITS SWELL TEST RESULTS' PASSING MOISTURE DRY LIQUID PLASTICITY APPLIED SOLUBLE PERCENT PERCENT NO. 200 EXPLORATORY DEPTH CONTENT DENSITY LIMIT INDEX SWELL PRESSURE SULFATES GRAVEL SAND SIEVE BORING (FEET) (54) (PCF) (%) (%) (%) (PSF) (%) (%) (%) (%) DESCRIPTION 44 SAND, SILTY TO CLAYEY (SC-SM) TA-1 4 17.8 25 7 TH-1 11 14.3 111 -0.1 1,000 CLAY, SANDY (CL) 37 26 37 GRAVEL, SILTY TO CLAYEY (GC-GM) TH-1 14 9.4 41 SAND. SILTY (SM) TH-1 29 15.3 118 TH-2 4 20.9 100 0.000 SAND, SILTY TO CLAYEY (SC-SM) 33 41 26 SAND, SILTY (SM) TH-2 9 9.7 13 42 45 SAND. SILTY (SM) TH-2 15 7.8 137 26 46 28 SAND, SILTY (SM) TH-2 24 78.0 TH-2 34 12.2 18 3 21 SANDI SILTY (SM) ' SWELL MEASURED WITH 1000 PSF APPLIED PRESSURE, OR ESTIMATED IN-SITU OVERBURDEN PRESSURE. NEGATIVE VALUE INDICATES COMPRESSION Page 1 of 1 .. .El EXHIBIT A SURFACE DRAINAGE, IRRIGATION AND MAINTENANCE Performance of foundations and concrete flatwork is influenced by the moisture conditions existing within the foundation soils. Surface drainage should be designed to provide rapid runoff of surface water away from the proposed residence. Proper surface drainage and irrigation practices can help control the amount of surface water that pene- trates to foundation levels and contributes to settlement or heave of soils and bedrock that support foundations and slabs-on-grade. Positive drainage away from the foundation and avoidance of irrigation near the foundation also help to avoid excessive wetting of backfill soils, which can lead to increased backfill settlement and possibly to higher lateral earth pressures, due to increased weight and reduced strength of the backfill. CTL I Thompson, Inc. recommends the following precautions. The home owner should maintain surface drainage and, if an irrigation system is installed, it should substantially conform to these recommendations. 1. Wetting or drying of the open foundation excavations should be avoided. 2. Excessive wetting of foundation soils before, during and after construction can cause heave or softening of fill and foundation soils and result in foun- dation and slab movements. Proper surface drainage around the residence and between lots is critical to control wetting. 3. The ground surface surrounding the exterior of the residence should be sloped to drain away from the building in all directions. We recommend a minimum constructed slope of at least 12 inches in the first 10 feet (10 per- cent) in landscaped areas around the residence, where practical. We do not view the recommendation to provide a 10 percent slope away from the foundation as an absolute. It is desirable to create this slope where practical, because we know that backfill will likely settle to some degree. By starting with sufficient slope, positive drainage can be maintained for most settlement conditions. There are many situations around a residence where a 10 percent slope cannot be achieved practically, such as around patios, at inside foundation corners, and between a house and nearby sidewalk. In these areas, we believe it is desirable to establish as much slope as practi- cal and to avoid irrigation. We believe it is acceptable to use a slope on the order of 5 percent perpendicular to the foundation in these limited areas. For lots graded to direct drainage from the rear yard to the front, it is difficult to achieve 10 percent slope at the high point behind the house. We believe it is acceptable to use a slope of about 6 inches in the first 10 feet (5 per- cent) at this location. Construction of retaining walls and decks adjacent to the residence should not alter the recommended slopes and surface drainage around the resi- dence. Ground surface under the deck should be compacted and slope away from the residence. A 10-mil plastic sheeting and landscaping rock is recommended above the ground under the decks to reduce water dripping from the deck causing soil erosion and/or forming depressions under the FORUM PHI ARCHITECTURE 511 LAZY CHAIR ROAD, LOT 2 Exhibit A-1 PROJECT NO. GS05849Â·120 REVISED (2) S:5505849 000\120\2. Reports\GS05849120 Rl Revised (2).doc .. deck. The plastic sheeting should direct water away from the residence. Retaining walls should not flatten the surface drainage around the resi- dence and block or impede the surface runoff. 4. Swales used to convey water across yards and between houses should be sloped so that water moves quickly and does not pond for extended periods of time. We suggest minimum slopes of about 2 to 2.5 percent in grassed areas and about 2 percent where landscaping rock or other materials are present. If slopes less than about 2 percent are necessary, concrete-lined channels or plastic pipe should be used. 5. Backfill around the foundation walls should be moistened and compacted. 6. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks and/or extensions should be provided at all down- spouts so water discharges onto the ground beyond the backfill. We gener- ally recommend against burial of downspout discharge. Where it is neces- sary to bury downspout discharge, solid, rigid pipe should be used and it should slope to an open gravity outlet. Downspout extensions, splash blocks and buried outlets must be maintained by the home owner. 7. The importance of proper home owner irrigation practices cannot be over- emphasized. Irrigation should be limited to the minimum amount sufficient to maintain vegetation; application of more water will increase likelihood of slab and foundation movements. Landscaping should be carefully designed and maintained to minimize irrigation. Plants placed close to foundation walls should be limited to those with low moisture requirements. Irrigated grass should not be located within 5 feet of the foundation. Sprinklers should not discharge within 5 feet of foundations. Plastic sheeting should not be placed beneath landscaped areas adjacent to foundation walls or grade beams. Geotextile fabric will inhibit weed growth yet still allow natural evaporation to occur. 8 The design and construction criteria for foundations and floor system alter- natives were compiled with the expectation that all other recommendations presented in this report related to surface and subsurface drainage, land- scaping irrigation, backfill compaction, etc. will be incorporated into the pro- ject. It is critical that all recommendations in this report are followed. FORUM PHI ARCHITECTURE 511 LAZY CHAIR ROAD, LOT 2 Exhibit A-2 PROJECT NO. GS05849Â·120 REVISED (2) SAGS05849,000\120\2. Reports\GS05849 120 Rl Revised (2).doc .. CTLITHOMPSON December 19, 2014 Ilill %1IIvD00Â£)Â£4 Forum Phi Architecture 715 West Main Street, Suite 204 Aspen, CO 81611 Attention: Dustin Anderson Subject: Steep and Potentially Unstable Slopes and Geologic Hazards Report for the Residence Planned at 511 Lazy Chair Road, Lot 2 Aspen, Pitkin County, Colorado Project No. GS05849-120 This letter provides our comments relative to a) Title 26, Land Use Regulation. Section 26.435.030.C.1 of the Aspen Land Use Regulations and b) the "Steep and Potentially Unstable Slopes" (Section 7-20-20) and "Geologic Hazards" (Section 7-20-50) sections of the Pitkin County Land Use Code relative to new construction at the subject location. Descriptions of the subsurface conditions at the property and the planned new construction are provided in our Soils and Foundation Investigation dated December 18, 2014. Geologic Hazards assessment is required in a) Title 26, Land Use Regulation. Section 26.435.030.C.1 of the Aspen Land Use Regulations and b) Section 7-20-50 of the Pitkin County Land Use Code. 511 Lazy Chair Road has an existing single-family home and driveway that will be demolished and removed from the site to allow for construction of a new residence. The subject parcel is situated on the moderate-sloping east side of a local hill between Tiehack Road and Maroon Creek, east of the Buttermilk Ski Area. Published geologic mapping shows the site is underlain by lateral glacial moraine deposits that include sand, silt, cobbles and boulders (Reference 1). These soil deposits were confirmed by our borings. An excerpt from the geologic map is reproduced below as Figure 1. Bedrock from the Cretaceous age Upper Shale member of the Mancos Shale formation underlies the glacial drift. The Upper Shale member is typically thin bedded dark gray limey shale and sandstone. An ancient, inactive fault is shown as inferred below the glacial drift on Reference 1. Our borings encountered significantly deeper bedrock in the boring drilled east of the residence (TH-1) than in those drilled west (TH-3 and TH-4). We doubt this is due to the fault, and more likely due to the filling of ancient drainage channels and slopes by the receding glacier in the Maroon Creek drainage thousands of years ago. On Bruce Bryant's 1972 Map Showing Areas of Selected Potential Geologic Hazards in the Aspen Quadrangle, Reference 3, the project site is not designated as having exposure to Flood Plains, Alluvial Fans, Landslides, 234 Center Drive I Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 .. Rockfall Areas, Wet Meadows or Potentially Unstable Slopes. This map is of a scale large enough that it is not sufficient to evaluate geologic hazards present on any specific site planned for development. % - 9.... 14 , t 11 j .1 : 6* 4 / . 0 + r.4.1 '' I -- it 1 f Z. & \ 1 \ 1// : \. / . / i.,i, , 1 -1 944 4 4 4 1 14 1 E *97 -Qg,/ 4 1 '11 1 R -44,11 l. S j tlf,\ i \ Nk\1~ ..11~1;.. f 1 4(/ li, , \,t / 4 t 5 5 +19/ \, Krnt 0 H 9 1 i -. *' g F,Yo ill i i .1 /' V i j #11 1 i 4 1 ; ..1 3* ; 11 Figure 1 - Snapshot from the Reference 1 Geologic Map showing the existing residence as a dot located just left (west) of"k" the word "Creek." Our personnel were present during drilling borings for the new development. I traversed the slopes above and below the existing residence, made observations of the parcel and took photographs during my site visit on July 20, 2014. My (David Glater) experience in the area and review of pertinent literature and aerial photographs has allowed me to form opinions as to the existence of geologic hazards on the parcel. Section 7-2-50 of the Land Use Code lists several common alpine geologic hazards to be evaluated including Avalanche, Landslide, Rockfall, Alluvial Fans, Talus Slope, Mancos Shale, Faults, Expansive Soil and Rock and Ground Subsidence. Each of these is specifically discussed in the following bulleted points. FORUM PHI ARCHITECTURE 2 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO GS05849-120 S \GS05849 000\120\3 Letters#GS05849-120 L-2 Geologic Hazards revised doc .. IE â€¢ Avalanche: Due to the limited slope length above the residence of about 200 feet and inclination of about 25 percent, I believe there is nil potential for avalanche. â€¢ Rockfall: The parcel is not subject to rockfall from above, as there are no rock outcrops present above the site and no cobbles or boulders were observed on the ground surface above the site. â€¢ Alluvial Fans: No defined drainages or alluvial fans were noted on the site. â€¢ Talus Slope: The subject parcel is not subject to exposure to talus slopes. â€¢ Mancos Shale: The subject parcel is underlain by Mancos Shale. Mapping shows the bedding inclination is about 20 degrees to the north-northwest. Plans indicate that excavations will not expose Mancos Shale. We do not believe the Mancos Shale has significant expansion potential to affect foundations. â€¢ Faults: An ancient, inactive normal fault is present and may be directly under the subject site. This fault was probably last active during the Laramide Orogeny about 30 million years ago, the last mountain-building episode to affect the Aspen area. The presence of this fault does not increase seismic risk beyond what is expected in the region. The Aspen area is generally considered to have risk of only small ground motions with seismic events likely to occur within the expected life of this development. â€¢ Expansive Soil and Rock: Laboratory testing conducted for our December 18, 2014 Soil and Foundation Investigation implies there is a very low expansion potential for the Mancos Shale. No precautions due to expansive soil and bedrock are necessary for this site. â€¢ Ground Subsidence: The site may be underlain at depths exceeding 5000 feet by salt beds in the geologically older Eagle Valley Formation and Eagle Valley Evaporite. We are not aware of ground subsidence related to dissolution of the salts that has affected property in the area of this site. We are not aware of undermining under the site due to past metal mining (Reference 4). We believe the potential for ground subsidence to be nil at this site. â€¢ Potentially Unstable Slopes: Upslope and downslope areas on the parcel have moderate inclinations. Brief observations of the FORUM PHI ARCHITECTURE 3 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 SAGS05849.000\120\3. Letters\GS05849-120 L2 Geologic Hazards revised.doc .. slopes did not reveal evidence of instability. If the temporary excavation slopes are properly engineered, we believe it is unlikely slope instability will affect the site during and after construction. In summary, we believe there are no geologic hazards present at 511 Lazy Chair Road, Lot 2 that preclude the planned development. The parcel on which the proposed development will occur is suitable for development considering its slope, ground stability characteristics, including mine subsidence and the possibility of mudflow, rock falls and avalanche dangers. The parcel was not found to contain hazardous or toxic soils. Section 7-20-20 of the code delineates existing ground slopes on a land parcel into three categories based on percent ground slope. The three categories are slopes between 15 and 29 percent, slopes between 30 and 44 percent and slopes greater than 45 degrees. This site falls within the first, least stringent category. Development within the different categories is permissible based on meeting various requirements. From a geologic and geotechnical engineering perspective the requirement is that the inherent risk of potential slope instability can be mitigated to provide a safe and stable development subsequent to the completion of construction on a property. Our Soil and Foundation Investigation contains specific recommendations for design and construction of temporary and permanent slopes. Maximum excavations to construct the basement level will involve excavations of up to 12 feet. It should be possible to make the excavations with safe earth slopes per OSHA criteria. A foundation drain system should be installed. Item 5, a, b, c, d and e provide guidelines for retaining wall construction. If walls are required, retaining wall designs by CTL I Thompson, Inc. will satisfy the specified criteria. We appreciate the opportunity to work with you on this project. If you have questions,orim can be of further service, please call. f 1 '& CTL I TAQI*~ON, INC. 7 f 1, / 46*0Mechling, P.E. David A. Glater, P.E., C.P.G. jktanch Manager Principal Geological Engineer 11 %/JM:DAG:cd CC: Via email to danderson@forumphi.com FORUM PHI ARCHITECTURE 4 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 SAGS05849.000\120\3. Letters\GS05849-120 U Geologic Hazards revised doc References for Geologic Hazards section: 1. Map Showing Types of Bedrock and Surficial Deposits in the Aspen Quadrangle, by Bruce Bryant, USGS Map 1-785-H, 1972 2. Geologic Map of the Aspen Quadrangle, by Bruce Bryant, ISGS Map GQ 933, 1971 3. Map Showing Areas of Selected Potential Geologic Hazards in the Aspen Quadrangle, by Bruce Bryant, 1972 4. Map of Workings of the Aspen Mining District, by D. P. Rohlfing, 1943 FORUM PHt ARCHITECTURE 5 511 LAZY CHAIR ROAD, LOT 2 PROJECT NO. GS05849-120 SAGS05849 000\120\3 Letter5\GS05849-120 L2 Geologic Hazards revised.doc .. ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN, LLC 715 WEST MAIN STREET, SUITE 202 ASPEN, COLORADO 81611 OWNERSHIP & ENCUMBRANCE REPORT This report is based on a search made of documents affecting the record title to the property described hereinafter, searched by legal description and by the names of the grantor or grantee. Consequently, the information as to record owner is taken from the most recent recorded Vesting Deed, and the information as to existing encumbrances reflects those documents of record which specifically described the subject property by legal description or which refer to the owner of the property which are filed by name only and do not include the legal description of the property. No information is furnished relative to easements, covenants, conditions and restrictions. This report does include the results of a search under the names of the property owner(s) in the general index. Liability of Attorneys Title Insurance Agency of Aspen, LLC under this Ownership and Encumbrance Report is limited to the fee received. Effective Date: December 30, 2014 Property Address: 511 Lazy Chair Ranch Road, Aspen, Colorado 81611 (also known as: 511 Lazy Chair Lane, Aspen, Colorado) Schedule No: R016359 Parcel No: 273511302002 Taxes: Taxes for the year 2014 are estimated to be: $9,921.04. 2014 taxes are yet due or payable. Legal Description: Lot 2, ARTHUR O. PFISTER FULLY DEVELOPED LANDS SUBDIVISION EXEMPTION, according to the plat thereof recorded April 14, 1993 in Plat Book 42 at Page 45, as Reception No. 403369, Pitkin County, Colorado. Record Owner: Lazy Chair Lot 2 LLC, a Colorado limited liability company The following liens were found affecting the subject property: This property is currently free and clear. Attorkey~ritle Insvranye Agency of Aspen, LLC 48442 By: Winter Van Als* Authorized Agent TELEPHONE (970) 925=7328 A A A FACSIMILE (970) 925-7348 Permit No. COMMUNITY DEVELOPMENT DEPARTMENT ~ Homeowner Association Compliance Policy All applications for a building permit within the City of Aspen are required to include a certification of compliance with applicable covenants and homeowner association policies. The certification must be signed by the property owner or Attorney representinq the property owner. The following certification shall accompany the application for a permit. Subject Properly: 511 Lazy Chair Road, Lot 2 Aspen, CO 81611 I,the property owner, cenify as follows: (pick one) El This property is not subject to a homeowners association or other form of private covenant. 0 This property is subject to a homeowners association or private covenant and the improvements proposed in this building permit do not require approval by the homeowners association or covenant beneficiary. Â® This property is subject to a homeowners association or private covenant and the improvements proposed in this building permit have been approved by the homeowners association or covenant beneficiary. Evidence of approval is attached. I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning or effect of private covenants or homeowner association rules or bylaws. I understand that this document is a public document. Owner signature: date: Owner printed name: or, ' 'l i Attorney signature: .-- 1 I date: l, C-/ ' f 11 / Attorney printed name: j/1 / 1 //k-vâ‚¬ 7.,.-15 April, 2013 City of Aspen I 130 S. Galena St. I (970) 920-5090 m R#~N FOR ~5003Â· 205 Â· R* 44 //0 COMMUNITY DEVELOPMENT DEPARTMENT .1 Agreement to Pay Application Fees % ECEIVE An agreement between the City of Aspen ("City") and DFC 2 6 ?n.4 Property Lazy Chair Lot 2, LLC . FUÂ· ~ 1 17. -4 -% ir Phone No.: 970 920 1280 Owner ("1"): Email: aspenstarwood@gmail.com CITY OF .SP Address of 511 Lazy Chair Road Billing 0133 Prospector Road Property: Aspen CO 81611 Suite 4102 B Address: (subject of (send bills here) application) Aspen, CO 81611 I understand that the City has adopted, via Ordinance No. , Series of 2011, review fees for Land Use applications and the payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner that I am responsible for paying all fees for this development application. For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are non-refundable. $975 / flat fee for $ flat fee for _ Parks 0 Select Dept 0 Select Review $ flat fee for Select Dept 0 $ flat fee for For deposit cases only: The City and I understand that because of the size, nature or scope of the proposed project, it is not possible at this time to know the full extent or total costs involved in processing the application. 1 understand that additional costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete processing, review, and presentation of sufficient information to enable legally required findings to be made for project consideration, unless invoices are paid in full. The City and I understand and agree that invoices mailed by the City to the above listed billing address and not returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy including consequences for non-payment. I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does not render an application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for the processing of my application at the hourly rates hereinafter stated. $ 3,250 4 deposit for hours of Community Development Department staff time. Additional time 10 above the deposit amount will be billed at $325 per hour. $ 265 4 deposit for 1 hours of Engineering Department staff time. Additional time above the deposit amount will be billed at $265 per hour. Â·Â·Â·( fr! City of Aspen: Property Owner: ckâ‚¬/ ip / \ Y /- ...tÂ© 6' Chris Bendon "r. - Mark Friedland :0.#3 Community Development Director Name: Owner : Title: -, City Use: 4490 9 Fees Due: $ Received: $ c./.~ January, 2013 City ofAspen I 130 S. Galena St. I (970) 920-5000 .. THE CITY oF ASPEN Land Use Application Determination of Completeness Date: January 14.2015 Dear City of Aspen Land Use Review Applicant, We have received your land use application for an Interpretation of the land use code as it pertains to 511 Lazy Chair (8040 Greenline review) and reviewed it for completeness. O Your Land Use Application is incomplete: Please submit the following missing submission items so that we may begin reviewing your application. No review hearings will be scheduled until all of the submission contents listed above have been submitted and are to the satisfaction of the City of Aspen Planner reviewing the land use application. 1vYour Land Use Application is complete: ( If there are not missing items listed above, then your application has been deemed complete. Please submit the following to begin the land use review process. Other submission items may be requested throughout the review process as deemed necessary by the Community Development Department. Please contact me at 429-2759 if you have any questions. Th*k You, 9Â¢hnifer Â®elan, Deputy Planning Director City o f Aspen, Community Development Department For Office Use Only: Qualifying Applications: Mineral Rights Notice Required New PD Yes- No_~~_ Subdivision, or PD (creating more than 1 additional lot) GMQS Allotments Residential Affordable Housing Yes No ~< Commercial E.P.F. Lodging l /Zl .. *Â» 40 - ' ~za i LIVED JAN 6 2015 C: f Â¥ 0:-ASPEN THE CrrY OF AspEN f 'f ..Al,NiTy Oct,FLOPMENT Land Use Application Determination of Completeness Date: January 5, 2015 Dear City of Aspen Land Use Review Applicant, We have received your land use application for an 8040 Greenline review (551 Lazy Chair Road) and reviewed it for completeness. ~A Your Land Use Application is incomplete: Please submit the following missing submission items. 1 1) Proof of ownership. The title is older than 6 months. Proof of ownership is required in the form of current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner's right to apply for the Development Application. 4 2) HOA compliance form. Is required to be completed and signed by the property owner or _attemeyn 0 3) Hard copy dfawing set. An 11" by 17" reduction and a scaled and measurable st should be submitted. p{ 4 LF 51 -tâ‚¬-- U Your Land Use Application is complete: If there are not missing items listed above, then your application has been deemed complete. Other submission items may be requested throughout the review process as deemed necessary by the Community Development Department. Please contact me at 429-2759 if you have any questions. Thank Ya- ']BilifqÂ¢ A,elan, Deputy Planning Director City oAA*en, Community Development Department For Office Use Only: Qualifying Applications: Mineral Rights Notice Required New PD Yes- No_)4. Subdivision, or PD (creating more than 1 additional lot) GMQS Allotments Residential Affordable Housing Yes No p<~ Commercial E.P.F. Lodging - .. CITY OF ASPEN RETAIN FOR Permit Receipt PERMANENT FILES THE CITY OF ASPEN RECEIPT NUMBER 00037693 Account Number:29746 Date: 1/8/2015 Applicant: LAZY CHAIR LOT 3 LLC LAZY CHAIR LOT 2 LLC Type: check # 1075 Permit Number Fee Description Amount 0003.2015.ASLU Planning Hourly Fees 3,250.00 0003.2015.ASLU Eng Referral Fee 265.00 0003.2015.ASLU Parks Referral Fee 975.00 Total: $4,490.00 LEGEND 'At Â£ Â«â€¢ 1 2-Atic LE21 C iva 1-- ------- Â·9%, r, Premier Green - Design / Build Landscape Solutions 6'1=317'- 1~ PROPOSED SPRUCE | | LAWN AREAS -2.44% - STONE BEAM OR PLANTING BEDS - CONCRETE STEPS -44*c X +0WATER FEATURE - %/ PLANTING BEDS 3" DEPTH MINI NUGGET MULCH TYPE SANDSET PRE CAST _ rly SEE PERENNIAL/ SHRUB DESIGN CONCRETE PAV ---- --------- ..11.-L 7 -\1 /0. I PROPOSED PONDEROSA PINE I 1 ------------ ' *17'-197' N. 415'-16Â·/ 1 1.5" MEXICAN BEACH PEBBLE ----- Ii-M '----I -1.il-------B.im-~ 4449-~- 3 2914 --- -- GA -- GAS FIREPA 01 \ CD Â«-1-j / v .\ PROPOSED PINON PINE PX.*4004 '' - /: â€¢E ; Â·'A >17'-195 Â· â€¢ --PEEPET- SEATWALL/BENCH -------------- -- - Â£22'-24'201 - _~EggE SEATING (SEE 3-D) e 8* ~,yâ€žo,445...~ 3/4 WASHED CRUSHED GRANITE co ... l . -- - NATIVE AREAS CNI CD # - - ------ - 0 w N W - 20'-21 . fi . 16 PROPOSED ASPEN | ALL DISTURBED AREA TO BE AN- STEPS 11Â·-co *tâ‚¬Â«*335 --1***~ REÂ·+SEEDED WITH APPROVED SEED MIX 0 ./ U# I . .JEE/ .4, 22' 24' CNCD C 0- 1 - SITEWALLS (9 - c) n' O NATI ' PROPOSED GAMBLE OAK ---0 diffa- ' _ -* 20'-21 STONE VENEER AND 8% 0 e /391- rÂ»1.-4- \ . 1/ OR STONE PAVERS. TYPE TBD 22'- --O x P.I.P. CONCRETE WALLS 000 PRE-CAST CONCRETE PAVERS 15--1(Â·' / N. STONE CAP / .. 15'-16 LA// 0.-~ C SEE ENGINEER SET) h 1 EXISTING GAMBLE OAK Cx jTz~Â®****_ Z~UNDISTURBED SITE _ , omn m . Â· AREA 20'-21 - 15'-16' h -261-21 -4 3-00 . PLANTING BEDS 2 LL ' 4 O co b-3/- - -1 315'-16Â· -- MASTER PATIO 1 \ 4 2 a. \ VA .. . - 15-le 4 151-16 ., \ h ~ i J LL ;â€ž.1 Z - 309*4933 p~Â®*Â£*eezz~~ CRUSHED GRANITr (76 1 m - \ , j SITE WORK NOTES: \ 1-~2-33Â»31 \ CONCRETE WALLS 1) CONTRACTOR SHALL VERIFY ALL CONDITIONS AT JOB SITE AND NOTIFY , 21~ SITEE WALLS . STONE VENEER AND GENERAL CONTRACTOR OF DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING ANY WORK ------------- - ---------- -- -Â· Â· ------------- ------- --DEHEDÂ· ~ ~ STONE CAP -------------- -------------- %1.9%~.--3 ~11211-1 t>~ -__ _ f CONCRETE PAVERS 1 0/#Â£ 0[T PRE CAST COMPLY WITH PERMIT REQUIREMENTS, CrY OR COUNTY RULES AND REGULATIONS AND LAND USE APPROVAL CONDITIONS AT ALL TIMES --***HÂ¢H****32*22*32.- ''43-2~L/Q NATIVE~ j. SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER, 1 C. f.5/7, 1 I/-, / 2 3. d u 1.-1 1 -------------- iDa -kf tf Â¥=Â¥399 'llm/ , 22 1 / 61*6.0 I#'; ; 1 \\\\\\Â»11111~IfffÂ«Â»i - 441 PLANTING DEDS $11% \ lilli- I 9Â· CONTRACTOR IS TO VERIFY THE EXACT LOCAT]ON OF UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY \ lilli 55; " 1-i - 29?50% 1--= ~ PREMIER GREEN OF ANY DISCREPANCIES. CONTRACTOR SHALL USE EXTREME CAUTION WHEN P-20.37 lj,Â·u WORKING OVER OR NEAR EXISTING GAS AND ELECTRICAL LINES 74{- 911 6 I iSM 29 . . GRILL STATIO* --------Â·--- 5) PREMIER GREEN IS NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS METHODS LO 2 1 4*31 1 PR I F1 1 280/ 1 I .1 111 AND TECHNIQUES OF THE CONTRACTOR. < 215Rll 11051 ~ \ i. ... 4 ~3312 _ -33*33- 1 unn 7 f /:0941.--rl.I.Ill- . LAWN -------- - . 2) CONTPACTOR TO OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. ALL CONTRACTORS MUST --- --- -- -----Â·-- - 8025 --- -- 4 ALLWORKSHALLCONFORMTOTHE APPROPRIATE AGENCIES CONTRACTOR SHALL VERIFY LOCATION OF POINT OF CURVATURE ' ALL EXISTING UTILITIES, LINES AND STRUCTURES PRIOR TO EXCAVATION OR TRENCHING. DAMAGE ------- \ 4) SEE ARCH SET FOR TREE REMOVAL UTILITIES, DRA]NAGE AND GRADING. PREMIER GREEN ASSUMES NO RESPONSIBILITY FOR UTILITIES OR STRUCTURES NOT SHOWN ON THE DRAWINGS 1 t -0 1 ----------- DISCREPANCIES. - 141 " 21 01!1711 4 I. -1. 21.131 3 . &11 1/ DISCREPANCIES EXISTING AND PROPOSED GRADES ARE BASED ON SURVEY DOCUMENTS PREPARED BY 7) VERIFY EXISTING ELEVATIONS PRIOR TO STARTING WORK. NOTIFY GENERAL CONTRACTOR OF ANY - - p.i p. coNcitiI~ Ytis- ukt WEP' RkPI '~ % L- STONE VENEER AND ~ BA) 1 c , I IP ,!\ 1/l t Wi 4 ~ CONORETE Di /E WITH STONE CAP 3~%94-}'JIE'111 F.f BAN~ING -1- r. 2, lilli A v Â§ 1 f -_---_- tr@*=E? \ '1-1 , 1 4 9 1 STONE OR CCLOR ~ ~ |~~ ~F I l f'' #rRBEDSITEEL--------- j .:Â·'Z' A . Q {2 8) CONTRACTOR SHALL VERIFY THE PlACEMENT OF FLAT WORK PENETRATIONS TO ENSURE COORDINATION EEDE{SEEENGINEERSET) *i*~ ~1~ OF SURFACE FIXTURES, SUCH AS DRAINS AND LIGHTS NOTIFY GENERAL CONTRACTOR OF DISCREPANCIES PRIOR TO CONSTRUCTION _-LBAES& p i, i 1 1 ' ~~-7, ~ q 1 9) ALL FINISHED GRADES SHALL MEETAND BLEND SMOOTHLY WITH EXISTING GRADES AT THE PROJECT 6) LAYOUT AND VERIFY DIMENSIONS PRIOR TO CONSTRUCTION NOTIFY GENERAL CONTRACTOR OF ANY 1.,11,",1.'...1 SURVEYOR *i Z > rEGI N 1 -'-- *3832-37' LIMT 1[=*O>, (C p.um 8& [LE] 6%-- C # - HI / ._UNDISTURBED SITE â‚¬ - - WATER-KEATJAE- ' ~ / 10)THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES L_ 3.- AREA 1.41 11)ALL DISTURBED NATIVE AREAS TO BE REPAIRED AS GOOD OR BETTER THEN ORIGINAL CONDITION 7.7 -=744*tr \4464*Â·~ u 61 1 r K.+77rr rnr<2 , //1 ......... -- 20â‚¬1 PLâ€¢JITING BEDS - ----- _2'' SAND SET PRE CAST ---_56,~. , 1 ~----Â·Â·Â· -_ -_ A) REFERENCEASPEN NATIVE GRASS MIX **0-2 CONCRETE PAVERS'uÂ·Â·Â·~.1 1 .f~\'4\ Wj " -7-= \ .CA#&/1 \ / LAWN V / 01 TO & L .~AN STEPPING / SITE WALLS ~~ Â·Â· Â· / SL- E PATH. ~-9 PÂ·'Â·PÂ· CONCRETE WALLS ~ Â· 15'216' .917'-19+ ~ 0 ONETOMATCH HOUSE ) STONEVENEERAND ' 11, \ Â·~4 VENEER OR PATIOS - - STONE CAP &- Â°Â°49~ :Se .... li ....-- ---/ INE @92/ , . Â·.~ I -- ... . ~(SEEENGINEERSED Â· 19' -9331.jEJN#~*>SE= 15'-1(3 ,Â·'ke 22'-24' 1) 1 A 1 1 \ \./ DRIVE -34 61/2--o'-21 , SITE PLAN , 1 NATURAL PATH LOT 3 I ..7 \9/ 199 ------ * /4 h DATE ISSUE =-1. 1 -- 06 - 15'-16 / SITE WALL XiI PLANTING BED \ Eff. 2 / tn -- 1 4>/2\ Â·15'-16' / , 04. . -2*ZE-JI / 1 Ill PLANT]NG BEDS \- -\ ///' I .--*I /1, \/2 1 11 11 1 / // SHEET , 1 NORTH 8\ Ll 0 11 1 lilli fit SCALE :1"=20' 93008 Opejolo ' elle*ejel .Phi eu!lesee '3 641Â·ZI, Dll E 101 MIVI-ID AZÂ¥1 L E Phone:( 70) 963-91 qje 'Ja ]!UllunS 162 L BLe 00 'N3dSV ASEM -2%3?22<48 11NO 9390dMnd NDIS30 MO=I Sl NV-ld SIHi ... TREE DEMO NOTES -In=â€¢-----IN:N.-~iTinnmri~~imrirruile~nrrn,rir;~ 511 Lazy Chair Condition Scale Aspen Tree Service 76 Oak 3 3 $ 239.67 1. TREE PROTECTION REQUIRED PRIOR TO TREE DEMO. Tree Worksheet 1Â·Excellent 1111 Village Road 76 Oak 3 3 $ 2~49.67 2. PROTECT TREES SCHEDULED FOR PHASED DEMO 2-Good Carbondale .CO 81623 76 Oak 3 3 3, SITE PROTECTION REQUIRED FORALL TREES TO $ 289.67 3-fair 4Â·Poor 76 Oak 3 3 $ 289.67 5-Dead 76 Oak 3 3 $ 289.67 REMAIN. FORUM PHI 76 Oak 3 3 $ 289.67 -Inami-'-I,-in'irm~ -Tiwl" .....,n.IM. 76 Oak 3 3 $ 289.67 1 ApÂ·n 9 3 low v#Ror $ 2 606 99 76 Oak 3 3 $ 289.67 multicternall under 6 76 Oak 3 3 $ 289.67 2 Aspen 3332 2 dbh S - 76 Oak 3 3 $ 289.67 4 mult, steman under 6 76 Oak 3 3 $ 289.67 SETBACK LINE 3 Aspen 4.4.3,4 2 ah 5 76 Oak 3 3 $ 289.67 - 715 West Main Street, Suite 204 Aspen, Colorado 81611 multi stemall under 6 76 Oak 3 $ 289.67 ~ p: 970.279.4157 F: 866.770.5585 & 6 I 4 Aspen 5.5 2 76 Oak 4 3 $ 514.96 6 'pruce 3 3 5 +tem mull- poor 5 76 Oak 4 1 $ 514.96 7 Spruce 3 3 light hpacing 5 76 Oak 4 3 $ 514.% 8 'pruce 3 fighthpacing 5 76 Oak 4 3 $ 514,96 9* ic a 9 'pruce 3 3 light spacing S 76 Oak 4 3 $ 514.96 511 Lazy Chair - Lot 2 S \ 1 I) Spruce 3 3 tight spaang $ 76 Oak 4 3 S 514.96 / 11 'pruce 3 3 light *paang $ 76 Oak 4 3 5 514.96 / 511 Lazy Chair, Aspen, CO, 12 Spruee 6 2 rel~,catable 76 Oak 4 3 S 514.96 04. 81611,USA 13 Spruce 4 2 rek.catable $ 514.96 76 Oak 4 3 5 514.96 \ 14 Crabapple 3.3 4 5[1% dead 5 76 Oak 4 3 5 514.96 , multi qtemalI under 6 76 Oak 4 3 5 514.96 AREA OF DISTURBANCE 9,M.2---E 15 Crabapple 43 3 * 5 76 Oak 4 3 5 514.96 16 Crabapple 4,5 3 I 74â‚¬Cy 76 Oak 4 3 $ 514.96 17 Crabapple 3 4 75% dead S 76 Oak 4 3 $ 514.96 18 Crabapple 3 3 bapbucker damage S 76 Oak 5 3 $ 804.63 68 69 70 71 0 19 Spruce 11 3 $ 3.894.39 X 76 Oak 5 3 $ B04.63 20 Spruce 9 3 0 2.60699 76 Oak 5 3 S 804.63 21 Spruce 14 3 $ 6,308.26 76 Oak 5 3 S 804.63 -2$' 67 22 Spruce 12 3 $ 4 634.64 4 -. 76 Oak 5 3 66 , 23 Fir 7 2 S RUI 63 0 $ 1.577.07 ~. 4 76 Oak 6 3 5 1 158.66 . \ 24 Fir 4 4 9 4 3 14 -8 , 25 Juniper 4 : crended bveaks $ 314.96 AREAS 75,77, & 78 WILL RECEIVE SELECTIVE W \ 26 Spruce 1 4 ven i,eak S CUTTING PER PROJECTARBORISTAND CITY OF 62 21â‚¬ ----- -X CONSULTANTS 01 CO ._ 27 Aspen 4 3 dead hader S ASPEN PARKS DEPARTMENT 61 ck \ .0 - SURVEYOR O \ 28 A,p-1 3 5 58-6 0 n B (j \ Tuttle Surveying Services 29 bpruce 3 3 5 Jell Tuttle 30 * 4 3 S C 1 823 Blake Ave. 50-57 2 121 Glenwood Springs. CO 81601.0 31 Spruce 44 S / - "- 32 bp, 1,i' 4 4 jeff@tss-us.com S S (970) 928-9708 ' CIVIL multi slern /11 under 6 43/ ~ ry 13 , 33 A,pri ,Â·Mar 2 Â¤ , Suite 200b, 0123 Emma Rd, # 5 0 Roaring Fork Engineering 34 SprrueÂ· 44 5 ~ 4- Richard Goulding 35 4Â·â€ž 3 4 9 4 E: 1 P 36 A,prn 5 2 5 /45 6 7 //'' '' 1.3- Basalt. CO 81621 b /1 2 3 . I richardg@rfeng.biz 37 A.pen 4 2 5 4/ 14 1 1 . .. . I (970) 948-7474 4 / 0 38 Ahpen 5 ' 46 '0 15 ' Â·.:EffEE 39 AÂ·.rn 9 3 $ 2.606.99 :e 5 'i - MECHANICAL- TBD / 40 AN,en 3 - 1.158..6 /'' C -r X 39 .' 41 4pruâ€ž 0 3 A'Latable $ 1.158.66 0 -' i Â¢ Fallen stem / . 35 ' 42 A,pen 15 codominant S- STRUCTURAL R / 34 26 , , 43 <pruce 17 3 heavy needle drop $ 9.301.47 27 r~ Im ---- S K Peightal Engineers ' - --2--2-2- 1- ---,22':22=L-in . 31 30 29 Adrienne Prosser 44 Aspen 11 5 dead S - ~ . 32 28 .2,--=LJ . 11 - 44 Aspen 7 3 $ 1.577.07 4 , , 2 .. - Basalt, CO 81621 298 Park Ave #301 46 <pruce 17 1 $ 9.301.47 , '' ' 970-927-9510 47 Aspen 8 3 $ 2.059.84 - AREA OF DISTURBANCE , skpe@sopris.net 75--0-- 44 Aspen 8 3 $ 2.059.84 - // ------- CONTRACTOR ///// / / I /20 49 Aspen 4 3 5 , _ i ,,, Lazy Chair Lot 2 LLC - 5 Â«O- â‚¬777 L--- 970-379-9088 50 Lilac 6 ft 3 04 --7- 0 2 -t -- 51 Aspen 3 ~, ~ y- - kvnbuilder@gmall.com - V /; 1 Aspen 3 3 5 L -- 53 Aspen 3 3 5 - 1/28/2015 DATE 0/ PUBLICATION 1 4/1 54 Aspen 3 1 9 - _ - Abpen 4 3 S- . 2=--- 11> 7-3=---7.f<IJGiE:~--81_---**1<~zI-7\22--3---- 56 Aspen 4 3 5 , 1= - -*-- -- . 57 Aspen 4 3 S / ---- ,/4- --/----~ 38 Aspen 5 3 S tz*l f IDER 2 --- -6 -- - 12-- - -- -------r ZE--- 32682_044 r multi stem all , -- M' t ,r---1 â‚¬49 --1 3- 2/i-FUL-- // --,11 ---3---IE--------5 59 Aspen 5,5 3 under 6 dbh $ - Â«2-525 6-1- multi stem all ' -- ---*w----r- -=- 28352--2 //0//--2-----53,/~C'-5--O~~ 60 Aspen 5.5 3 Linder 6 dbh $ multi lim all TD 01/28/15 TREE DEMO PERMIT 61 Crabapple 4.4 3 under 6.bh S -- --- P&Z 12/24/14 8040 GREENLINE Codominant. weak Â«64 -*izÂ«EÂ«13-- --EEd---612--Â«=Â«----Â«93- SD 12/4/14 SARC SUBMISSION z *f.Â·,. vigor one stem 6 -.i 62 A,pen 6 3 dbh $ 1,158.66 1420 73% I / 63 Aspen 75 2 relocatable $ 1.81041 '. /,0/49. DRAWN BY: SEM '. Codominant. Heak k.,<F#~2::E,Vjj..5-----5--- -.-----.--I& ---- /.-I//,/--'.- d .,245//- COPYRIGHT FORUM PHI, LLC 50055Â«Mt:*5: ---4 j4f ----- -- - J i.---UNLe-- , f i I ~03,2. ---~ ,~f:..:2-Â· .fil M A<pen 8 4 vigor S 65 Crabapple 6 4 piwir condition S ZONE DISTRICT RR 66 Aniur IMaple 5 ft 2 relgicatable S PARCEL ID # 273511302002 67 Amur Maple : ft 2 relticatable $ - --7,-/ - - I /,/ I. //9255 -54:162.3---- X--ir -*$ LEGAL DESCRIPTION 68 L]lac 10 ft. 2 relocatable $ 4 /Â» 7 D.arf Alb. ~ . Subdivision: ARTHUR O PFISTER 69 .pruce 4 ft. (Mtion 5 0 .,5 _----- -18 -- / ... EXEMPTION Lot: 2 70 Mtn Ash 11 ft. 4 poor condition S / 71 Lilac S ft. 3 relocatable 5 SHEET TITLE - d. 9 f 1,4,7 ,/r~ Z-007 TREE DEMO 0 0 0 0 :B#Â§22/1/88~ .for /3 - .3. 2-2~ Residential Design Standards Compliance 511 Lazy Chair Road RDS Section . 'Code Description Compliance Description (Note Approved Variancest Reference : A. Site Design 1. Building orientation. The front facades of all principal structures shall be parallel to the street On comer lots, both street- Exempt per 26 410 040.4.1 ' Survey M facing facades must be parallel to the intersecting streets. On curvlinear streets. the front facade of 715 West Main Street, Suite 204 all structures shall be parallel to the tangent of the midpoint of the arc of the street Parcels as Aspen Colorado 81611 outlined In Subsection 26 410.010.8 4 shall be exempt from this requirement One (1) element P 970.279 4157 F 866 770.5585 such as a bay window or dormer placed at a front corner Of the building may be on a diagonal from the street if aesired 2. Build-to lines. On parcels or lots of less thanl fifteen thousand (15 000) square feet. at least sixty percent (60%) of Exempt, per 26 410 040 4 2 Survey h the front fagade shall be within five (5) feet of the minimum front yard setback line On corner sites this standard shall be met on the frontage with the longest block length. Porches may be used to 511 Lazy Chair - Lot 2 meet the sixty percent (60%) standard. 3. Fences. Fences hedgerows and planter boxes shall not be more than forty-two (42) inches high measured Yes none in front facade or front yard setback Ll 511 Lazy Chair, Aspen, CO, from natural grade. in all areas forward of the front facade of the house, Man-made berms are 81611, USA prohibited in the front yard setback B. Building Form 1.Secondary mass, All new single-family and duplex structures shall locate at least ten percent (10%) of their total Exempt, per 26410 040 B 1 NA square footage above grade in a mass which is completely detached from the principal building or linked to It by a subordinate linking element This standard shall only apply to parcels within the Aspen Iinfill area pursuant to Subsection 26.410 010 B 2 Accessory buddings such as garages sheds and accessory dwelling units are examples of appropriate uses for the secondary mass. A subordinate linking element for the purposes of Ilinking a pnmary and secondary mass shall be at least ten (10) teet in length not more than ter, (10) feet in width and with a plate 4eight of not more + OF.Qi/Ck> than nine (9) feet Accessible outdoor space over the linking element (e g a deck) is permitted but 47 may not be covered or enclosed Any railing for an accessible outdoor space over a linking element co STEVEN *~b must be the minimum reasonably necessary to provide adequate safely ard building code * VUILSON * compliance and the railing must be 50% or more transparent ( 402127 2/11/2015 C. Parking, Garages and 1. For all residential uses a) Parking. garages and carports shall be accessed from an alley or private road Exempt per 26.410.010-8 4, Private Road accessing single parcel Z-005 940/ Carports that have access from an -- alley or private road, the b) If the garage doors are visible from a street or alley, then they shall be single-stall doors or Exemptper 26 410.010.8 4, Private Road accessing single parcel Z-005 following standards shall double-stall doors designed to appear like single-stall doors apply: c) If the garage doors are not visitle from a street or alley the garage doors may be either single- NIA, accessed by Private Drive 2-005 stall or normal double-stall garage doors CONSULTANTS 2. For all residential uses a) On the street facing facace<s). the width of the living area on the first floor shall be at least five N/A, accessed by Private Drive 2-005 that have access only from (5) feet greater than the width of the garage or carport apublic street, the ------ - SURVEYOR following standards shall b) The front facade of the garage or the front-most supporting column of a carport shall be set back N/A, accessed by Private Drive Z-005 Tuttle Surveying Services at least ten (10) feet further from the street than the front-most wall of the house Jeff Tuttle be apply: 823 Blake Ave c) On lots of at least fifteen thousand (15,000) square feet in size the garage or carport may be N/A, accessed by Private Drive 2-005 Glenwood Springs, CO 81601 0 forward of the front facade of the house only if the garage doors or carport entry are perpendicuar to the street (side-loaded) jefgtss-us com (970) 928-9708 d) When the floor of a garage or carport is above or below the street level. the dnveway cut within N/A. accessed by Private Drive Z-005 CIVIL the front yard setback shall not exceed two (2) feet In depth measured from natural grade Roaring Fork Engineering Richard Goulding e) The vehicular entrance width of a garage or carport shall not be greater than twenty-four (24) N/A, accessed by Private Drive Z-005 Sbite 200b 0123 Emma Rd, feet Basalt, CO 81621 f) If the garage doors are visible from a public street or alley then they shall be single-stall doors or N/A. accessed by Private Drive 2-005 richardg@rfeng biz double-stall doors designed to appear like single-stall doors (970) 948-7474 MECHANICAL D. Building Elements 1. Street oriented entrance All single-family homes and duplexes, except as outlined in Subsection 26 410 010.8 4 shall have a Exempt. per 26 410 010.8 4 Z-005 AEC and principal window. street-Ine'led entrance and a street facing principal window. Multi-family units shall have at least one (1) street-onented entrance for every four (4) units and front units must have a street facing a 40801 U S 6#214, Avon CO 81620 principal window On corner lots, entries and pnncipal windows should face whichever street has a 970-748-8520 greater block ingth This standard shall be satisfied If all of the following conditions are met Taylor@AEC-Vaii com a)The entry door shall face the street and be no more than ten (10) feet back from the front-most Exempt. per 26 41001084 2-005 STRUCTURAL wall of the building Entry doors shall not be taller than eight (8) feet S K Peightal Eng neers Adrienne Prosser b) A covered entry porch of flfty (50) or more square feel with a minimum depth of six (6Â·) feet. shall Exempt, per 26410 010.8 4 Z-005 298 Park Ave #301 be part of thes front Meade Entry porches ana canoples shall not be more than one (1) story in height Basalt, CO 81621 970-927-9510 c) A street-facing principal window requires that a significant window or group of windows face Exempt. per-26410 010.84 Z-005 skpe@sopris net street CONTRACTOR -- -- - --- - -- Tom Sherlock Construction Inc All residential buildings shall have a first story street-facing element the width of which comprises at Exempt per26410.010.6.4 2-005 Tom Sherlock least twenty percent (20Â°/0) of the building's overall width and the depth of which is at least six (6) feet from the wall the first story element is projecting from Assuming that the first story element 133 Prospector Suite 4102D includes interior living space the height of the first story element shall not exceed ten (10) feet as Aspen CO 81611 measured to the plate height A first story element may bea porch or living space Accessible space (970)923-1122 (whether d :s a deck porch or enc osed area) shall not be allowed over the first story element, .bilibill...ilial.... however, accessible space over the remaining first story elements on the front lagade shall not be precluded 2/11/2015 DATE OF PUBLICATION 3. Windows. a) Street-facing windows shall not span through the area where a second floor level would typically Exempt, per 26410 010.8 4 2-005 exist. which is between nine (9) and twelve feet (12) above thefinished first floor For Intenor staircases this measurement will be made from the first landing if one exists A transom window above the main entry is exempt from this standard b) No more than one (1) non-orthogonal window shall be allowed on each facade of the building A Exempt, per 26410 010.8 4 Z-005 single non-orthogonal window in a gable end may be dividled with mullions and still be considered one (1) non-orthogonal window The requirementshall only applyto Subsection 26.410.010 8.2 4. Lightwells. All areaways 1:ghtwells and'of stairwells on the street-facing facade(s) of a building shall be entirely Exempt. per 26 410 010.64 Z-005 CD 02/19/15 SARC SUBMISSION recessed behind the front-most wall of the buiiding TR 01/28/15 TREE REMOVALPERMIT E. Context 1. Materials. a) The quality of the extenor materials and details and their application shall be consistent on all Yes Z-205. Z-206 P&Z 12/24/14 8040 GREENLINE sidesof the building SD 12/4/14 SARC SUBMISSION b) Materials shall be used in ways thatare trueto their characteristics For instance still, which is Yes 2-205 Z-206 a light or non-bearing material shall not be used below a heavy matenal such as stone. PROJECT NO 1420 c) H Ighly reflective surfaces shall not be used as exterior materials. Using Stone, wood siding. pretreated patina copper and fenestration 2-205,2-206 DRAWN BY. SEM 2. Inflection. The following standard must be met for parcels which are six thousand (6.000) square feet or over Exemptper 26 410 040 E 2 N/A COPYRIGHT FORUM PHI LLC and as outlined in Subsection 26.410 010 6.2 a) If a one-story building exists directly adjacent to the subject site then the new construction must Exempt per 26 410 040.E 2 N/A ZONE DISTRICT RR step down to one-story in height along their common lot line If there are one-story buildings on both PARCEL ID # 273511302002 sides of the subject site. the applicant may choose the side toward which to Inflect LEGAL DESCRIPTION A one-story building shail be defined as follows A one story building shall mean a structure or Exemptper 26 410 040 E 2 N/A portion of a structure. where there is only one (1) floor of fully usable Subdivision: ARTHUR O PFISTER living space, at least twelve (12) feet wide across the street frontage This standard shall be met by EXEMPTION Lot: 2 providing a one story element which is also at least twelve (12) feet wide across the street f rontage and one (1) story tall as far back along the common lot line as the adjacent building :s one (1) story SHEETTITLE Z-003 RDS COMPLIANCE h\ FORUM PHI GOLFCOURSE 715 West Main Street, Suite 204 EASEMENT Aspen Colorado 81611 P 970.279 4157 F 866.770,5585 O ,,-/ f,/ /-GRF=GOURSEEASEMENL...= \% \- \- *.---\= h.\ \ N \- /\---- 1% PROPOSED SEWAGE * 511 Lazy Chair - Lot 2 LIFT STATION ~0.-10-'- 7- -3/~ -.--2 /~---~~-_pihtfor>fo<~0~29~ r#--0-*.- 1 21 511 Lazy Chair, Aspen, CO, - 81611, USA PROPOSED FIRETRUCK TURNAROUND SEE CIVIL 3/14496444Â«64 POOL m - .L>L. #Â·~~Â·~~' /1 Â« OF -(403 SPA, FÂ· / 1 1 . 7----- --Ii-fty. .---341 1 . ... V ..:114 ~,4 : . -1 AS- 0 STEVEN nt =:? 7 . Â·,Â· Â»A -6. - 8027' LOWER EDGE * WILSON * ~-7--7-:ilk--4 rf'< . -- ---#--.+N-' 66____ < ~ OFDISTURBANCE . 4 4.7 r 402127 3- 2/11/2015 /U > i ~ ..Vor.0--4--ff-Â»-2-ff_Â·.Ii'--~b PROPOSEDDRIVE 8025' 1 /f/,.Â»~/<.1 -/i/1 - PATIO . \4 ----- - - 4 //--1 /\ . ~ ' ' 6/ PROPOSED SITE WALLS 1.111.11 Ir- AND HARDSCAPE ~/ //' -f#- ~ i L%w_J i~ %,5/--,01/'02. %-44. 2~ZYCHAR R'GAQ CONSULTANTS .~ /- /4-.--4-PRIVA~E~RIVE-h SURVEYOR irilik - ~ Tuttle Surveying Services / 11 lili Jeff Tuttle 8030'-1-- /-,/ / U- _-~-~- ~i 11 11 f. 1 ~ 1 823 Blake Ave | Glenwood Springs, CO 81601 0 ~, ' - jeff@tss-us com 1 - ' (970) 928-9708 lh.,. Â· Â· Â· -8035' CIVIL If I ., u,7,0, 0-1 ~r--r- 6--19.. .1./f... ~Â»2401 Roaring Fork Engineering PROPOSED MECHANICAL -/ , , t ... h .. .. --f / ....1 '.4-i--/ Â· Richard Goulding COOLING UNITS /- 'M3 ~-/1 L.OCATION Basalt, CO 81621 - PROPOSED HYDRANT Suite 200b, 0123 Emma Rd. /1/9. richardg@deng biz (970) 948-7474 / Â· , MECHANICAL ..........~~U.7 ' . I 4~ -~ -~ - -- j . * / PROPOSE[) 1*F.~ 1 :-~..,--4 8050 PROPOSED TRANSFORMER AEC f 3833---Â·Â·Â·Â· MOTOR COURT i 970-748-8520 LOCATION 40801 US 6 #214, Avon CO 81620 RETAIN EXISTING NATIVE GAMBEL OAK TREES. NEW ...... lw.'0 . Â·Â· '.~ ~ ~~~~ .... AF'~ f -Â· Â·;.7 / PLANTINGS SHALL NOT 8035' -~ ' . ~ , . .- - -- -32 .~ ~~-.<~ --~ ~/ i Â· t / Taylor@AEC-Vail com I Â· 4- 8055' ENCROACH ON EXISTING - DRIPLINES , Â·Â· Â· STRUCTURAL ~--f= , :~. . ..."/'E6..1...'--2 L.17-.'jk -.1~ '1'- t-~-~ EXEVENT~~F DETU~BANCE 8040'-0 .:, . S K Peightal Engineers / 1 .' . \:4ZliZ8060' Adrienne Prosser 970-927-9510 ...h'.- - - - - 24:-9-z .19* .\ Â·' --Â·'- >:,1 ~Â· /x\Le NATIVE OAKGROVE TO 298 Park Ave #301 Basalt, CO 81621 Â·>\ /1 ~Â·j~ 72 y,3.-- ARPEPMRA~VEOD~~~tlftF 8045- .....7/7. 1 skpe@sopris net /// 5 W . ~%. ~% IMPROVEMENTS NATIVETREES FOR UTILITY CONTRACTOR . / Tom Sherlock Construction Inc / , 91 4% Tom Sherlock / GENERAL NOTE ALL = I -- ; . -~% &.1 %*~Jqi. + 133 Prospector Suite 4102D , / /4..~ '~AN ' \ TREE PROTECTIONMUST - Aspen CO 81611 - ~~ LBEINSTALLED PRIOR TO (970)923-1122 . REMOVALOF APPROVED 1 .. TREE CLUSTERS 8050' -~'---i- 02'--~~.-,-~Â·j.-f- .-- EXIST WATER, TELEPHONE CABLE 2/11/2015 [JATE OF PUBLICATION \ L-SERVICES TO REMAIN BY ~ PRESCRIPTIVE EASEMENT PROPOSED SITE RETAINING WALLS, ExfbTING NATIVFAREA Â·~...~ SEE CIVIL FOR LOCATION AND STRUCT .-'Â·46 el<FT-URRANCF SFE '.ST Â· .... - .. '.., - .. ..1 1 ....f) , 4,0 FOR DESIGN AMENDMENT r,NA[ PIAT . ..... . I L. 1 4- , CD 02/19/15 SARC SUBMISSION 01/28/15 TREE REMOVALPERMIT .. p&Z 12/24/14 8040 GREENLINE SD 12/4/14 SARC SUBMISSION / Â·Â· Â· ' PROJECT NO 1420 .t .- i i DRAWN BY. SEM -1 .4 1 COPYRIGHT FORUM PHI, LLC . - ZONE DISTRICT RR " , - . . + . PARCEL ID # 273511302002 Â»4 ~ ~tic---ji,~* ~ ~ LEGAL DESCRIPTION Subdivision ARTHUR O PFISTER / EXEMPTION Lot: 2 -/ SHEET TITLE *W-Â«>f= -,~-4Â§ NOTE SOME TREE PLANTINGS WILL BE 1 i.c-W- -li ~COMPLETED PRIOR TO CONSTRUCTION r Z- 005 PER MCC GOLF THESE AREAS WILL BE REPLANTED WITH NATIVE GRASSES AND WATERED FOR PROPIGATION _3 PROPOSED SITE PROPOSED SITE PLAN 417 20 PLAN ... TREE DEMO NOTES 'vv 511 Lazy Chair Condition Scale Aspen Tree Service , I , U. 3 1 $ 289.67 1. TREE PROTECTION REQUIRED PRIOR TO TREE DEMO. : j~ -jj+?tÂ·:~:f:t:i Tree Worksheet 1 Excellent 1111 Village Road -0 aik 3 3 $ 289.67 2. PROTECT TREES SCHEDULED FOR PHASED DEMO 2 Good Carbordall, CO 81623 - 3 Fair , 6 O.ik 3 3 '"w.'41:4, 3. SITE PROTECTION REQUIRED FOR ALL TREES TO 4 Poor 76 Oak 3 289.67 50ead 76 0,~ 3 3 - REMAIN. 76 L lak 3 3 h -~St?*Fij~~~2Â§:/Â®RE#OD4 70 Oak 33 I A.pen 9 3 low \ gor 42 600.00 76 I ).ak 3 3 + 21Â»1,17 PROPERTY LINE multi .tem all under 6 74, Oak 3 3 5 -7,0 67 4 - 0 2 Aspen 3,3,12 2 m,h + n. Oak 33 $ 289.47 5 289.67 multistemal] under 6 76 Oak 3 3 //--31427Â» 715 West Main Street, Suite 204 3 ./.pen 44 1,4 2 Jbh $ 7(. Oak 3 3 Aspen Colorado 81611 $ 289.67 multi Â®mall unde,6 - p 970 279 4157 F 866.770.5585 Oak 3 3 + 289.67 1 A>pen dbli 4 - I 76 Oak 4 3 6 5]496 6 Spt ute 1 q 3 ble" ""11[-pl"" 6 - 76 Oak 4 3 3]4 96 O 70 05 - 7 bpruir 1 3 11Â©ht .ip.wing $ 76 Oak 4 3 6 314.96 7 I 8 Sprce 3 3 light .pacinK $ 76 0,Â·tk 4 0 6 514.96 90 Ic a M T 511 Lazy Chair - Lot 2 9 SPI LIC' 3 tight bpacing $ 76 Oak 4 3 4 314 4{~ ~0 . 9- 10 Spricl 3 3 light ,pacing h 76 0.1 4 3 6 314-96 / 511 Lazy Chair, Aspen, CO, p ./.... I. I ...... I 3 3 taght .Ficing S 7(, chik 43 $ 514.46 ~ i *4 12 bpruce 6 76 Oak 4 3 5 514.4â€ž ** 2 reincamble 3 1.158/6 13 tpricÂ· 4 2 reli,calahle $ , 81611, USA 0.# 43 9 314% , 14 C rabapple 3,1 4 50'..dead $ 76 (1 4 - / _ 3 6 314.06 - multi itemallunder 6 7 4 514 9 76 C ).ik 4 -- ----1-.~3=IÂ» 842*~ - 1/ Cr.~bapple 4,3 3 IN S / 76 4 ).ik 4 3 5 314 9" 0 / -52 ~-- Â·-,22,>64?A-xe~ Ib (_tabapple 15 3 5 76 Oak 4 3 5 514"6 0 ~ + OE -COM e Il Crabapple 3 4 73' dead 6 76 { 7.1 k 4 3 : i 14.06 2 .... 'b<Â£>tzÂ·z:>2Â»4<r 18 Crabapple 3 pl S e - - - I.W./ - -I STEVEN 76 ( >~ik 6 3 6 ~0 68 69 70 71 <pruce ]' 3 9 3.hol.W >F '~ -~~-<~12=2~ - 47- 0Â£~ -77- 3 1 vi" 11 2.606.9. 76 Â£ W 5 3 5 Bali,1 * WILSON Â·.pruce 9 3 9 0~ / m d 5 3 '42Â·.5., 3 6 6,308.26 5 81]4.81 - T-Â·Â· - t'Â«..*6.-2. C. 402127 6 / 8025 (>ak 5 3 5 80461 67'- -' 0 Q/11/20150 .' 8027' LOWER EDGE 4%50 Pe 32 'pr~:ce 12 3 *Ill'Ir ./ ' 3 5 1,6.1,61 D, i ).ik 5 3 6 804.61 k I /5>, / 3Â« L . 2:4 \ OF DISTURBANCE 23 Fir 7 2 5 1.577.07 70 i )ak 6 3 6 !,138.56 , N Fir 4 1 I g.) iE 29 jumper 1 $ 311.96 AREAS 75.77, & 78 WILL RECEIVE SELECTIVE \ tg . , C -- â‚¬. Aspen 1 2, \ In weak I CUTTING PER PROJECT ARBORIST AND CITY OF 62 172 - J CONSULTANTS spnice 3 1 ,% 010 - 8025' //. \ 1 dead leader $ .~~~ ~ -'F:i:~ 1. 1. ,-- 61 ~ Â© - SURVEYOR ASPEN PARKS DEPARTMENT C< 28 Aspen 13 Â· 22 0 14 58-6 " C \ Tuttle Surveying Services 0 3 3 . U Jeff Tuttle 'prlce 823 Blake Ave 30 A.per 1 3 4 , p. 4 3 1 1 //\ - ~* 50-57 Glenwood Springs, CO 81601 0 U *ruce . .9 Nor.. . 'nuy... 4Â§*//0/3/--/- 1 1 $ SS UÂ«=Â»PoltÂ»=2232332-94- 12 Serice 1 1 4, 8030 . jeff@tss-us com s , forÂ° mulli llern all undiÂ·[ 6 (970) 928-9708 3 : 5&4.JII.Â»s=c- 13 A.pn 3 Mar 2 Jbh 14 Spak:, 4 4 6 O . 8030' CIVIL Roaring Fork Engineering 8035' Suite 200b 0123 Emma Rd, Â» 0 Richard Goulding 35 Aspen 1 4 % \ co ; P Cip-h'. - 8040' Basalt. CO 81621 36 A,prn 3 2 5 5. / '91>'. 7/e-Un/2912..ft 0.2.-ITIf:--- .\ 16 1~ .#61.j ~1<KEIS,-*f-ti~.Â·>3~~*13- ;~- .-i-Â· fâ„¢-~~ 17 Aspen 4 2 5 47 / / ~Â·Â· '' f ' 14 /Â£ ; (970) 948Â·7474 ti #' $ / 15 MECHANICAL richardg@rfeng biz 48 A.prn 3 2 5 0 8045' 1 0 . P -t -*6:44~Â·Â·4/ 4/ 39 A.pen 9 3 5 2.000.90 - AEC 0 40801 US 6 #214, Avon CO 81620 40 Apen 6 3 $ 1,138.05 Â· - ---- ~14 V< 7 Â· Taylor@AEC-Vail com - 1 ,Â«r-----96..,4Â» 0 2- d /i,t-Â·.-r~ **7 970-748-8520 3 41 bpiuce 1Â·,illen %Irm . â‚¬49% r--rUIZIEN. 1,144,-35 8050' 3 relocalable $ 1,158.06 42 A>pen !3 5 .dr,minall $ RETAIN EXISTING NATIVE .\ n - 2400533122 - -zi~< Â·64*lli-i-Â· ---7.- .~.-tr-cj-- . 0---- ---1.- GAMBEL OAK TREES NEW . -A-34 26 .... / / 1 - -- L b.. - STRUCTURAL 13 %pruce 17 3 hean needledrop $ 9,301.47 PLANTINGS SHALL NOT 8035' . S K Peightal Engineers .\>pen dead S , 32 3 ENCROACH ON EXISTING U ly 28 27 \r.,2=Il-Er--21Â£- .fl -w-2.1564* 71/../1 --EL / 17 - 8055 Adrienne Prosser DRIPLINES =UÂ», . / 31 30 29 1 1-:-6.U@pr- r , -Â· 1. . . .. --- - I-jr Â»Â· -- --r,TS:,iÂ» / j '. 'w.-Â«UfflÂ«-1-- .' 298 Park Ave #301 Basalt CO 81621 . 46 'prm . 9 301.17 / ) /1-02.''lÂ»Â«--7/ # NATIVE OAK GROVE TO CONTRACTOR A.pen 8 3 9 2.4330.+1 8040 8060' 970-927-9510 skpe@sopris net A.pen 8 3 4 2.0*.5 1 10 A.pen 4 3 4 REMAIN ONLY REMOVE Tom Sherlock Construction Inc 8045' 3.1. ft clump..not APPROVED CLUSTERS OF Tom Sherlock NATIVETREES FOR UTILITY 133 Prospector Suite 4102D 30 111': 6 ft 3 transplantable $ - Ski ' Pt -- 41/ .f " / f / , .1 // 1~--72 I-- v 83 IMPROVEMENTS Aspen CO 81611 9] A.Pen 2 3 5 62 A.pen 3 33 Aspen 3 -- 8 (970)923-1122 GENERAL NOTEÂ· ALL 3 6 TREE PROTECTION MUST ./Un BE INSTALLED PRIOR TO 211/2015 DATE OF PUBLECATION (g-U// . ' - 1 1 REMOVAL OF APPROVED Ngen 3 3 6 f TREE CLUSTERS 53 Aspen 4 3 6 , 8050 e--7Â«- >94>95/ /Â»97/994/ 55 A.pen 4 3 .._,- .<...Â·eÂ«<f~\*.....Â·-- ~~ .._ _05:~~~LP"Al 1 1 3 5 I/>#9Â·Â·~~1544 Aspen 4 ..... -- ......-......Â».1-4 .2/ / //7 ..>24 P,1.-7 3% Aspen 5 3 9 , 2 / /11 4 /kt /Pr 4/// .U]/1 ./0 111 all 2 '' r--~ JO ~~ / 30 Aspm 5,5 3 under 6 Libh S 3/,1 { 8055' multi ht//1 011 // / ,.... - -- L. /Â· Â·74'- / CD 60 Aspe]~ 33 3 under A dbh S r -7 02/19/15 SARC SUBMISSION TR 01/28/15 TREE REMOVALPERMIT multi st,Â·m all P&Z 12/24/14 8040 GREENLINE 61 Crabapple 1,4 3 under c. ilbh 5 - 4-2 -. i-Â·Â· 4 SD 12/4/14 SARC SUBMISSION Lodoniinant weak vigor. one stern 6 461#2.-- - /., ~ h ser.1.----- ....,/i--0.-:0-: 62 Aspen 6 3 dbh 5 1.13866 , ~f.- .- 63 A<pen 7.5 2 n.,1,/atable S 1,810 11 DRAWN BY. SEM -.-2-'--VL-Â«Enns---7--pra n._ - AL--- \ PROJECT NO 1420 \. C.Anninant, .eak ..-- 0/ . .-'- ... -â€ž--. - --4 ---* r ... V / -2- PH~ - -4 $;i467.14 I ~~~~ COPYRIGHT FORUM PHt. LLC 64 A.ren 8 4 vigor $ ZONE DISTRICT RR 63 Crabapple h 4 poercendition S 66 Amur Maple 5 ft 2 relicatable S 4'0 4 -t~7rf-9/\ - -1-- 74%,1/ C. PARCEL ID # 273511302002 67 Amur Maple 3 ft 2 An,table S - . ---- j LEGAL DESCRIPTION 66 1 111: 10 tt 2 relocarable $ PAXO / I. Â·Â· - . . ..1 - ........... . ta '1/ , L.......-**-/ Subdivision ARTHUR O PFISTER 2---rÂ·T I Ii.arf Alb. 69 spruce 4 ft. 3 pi,or coi,dition F --- -- EXEMPTION Lot. 2 70 Mt,1 A,h 11 ft. 4 poor condition 9 690Â» - 71 I ilae 8 ft. 3 relocatable h -p __.~_,2--=~~~ .Â·-- .-4-2---.1- (tive -- Z-007 6,9 4 SHEET TITLE /1- TREE REMOVAL - - '~- -IN - .3 - - - FORUM PHI / -- \ 1:42 - -7- -34-1-3--------Â· - -- < X-g i 0-- %% -+~-W --N ~- #- -r. -- ---- X- -- . 715 West Main Street, Suite 204 Aspen Colorado 81611 - I - 511 Lazy Chair - Lot 2 e + - : C / / a ---- IN. C P 970.279.4157 F 866.770.5585 - -- - 511 Lazy Chair, Aspen, CO, 81611, USA - 1 . // // 1 Â· /0 \ --\ //0// 5-7 - L./ 8031.3' MSL - // 1 - ./ // / UN I - -- .% Ir *%- i-* ; f h * a: co~Q) I-) C .1,/ * WILSON * Â®) & A Â® 1 1 / ..4--\ -- e STEVENI r 402127 /49 1 h â‚¬ 11Â®.7---4 ... 118â‚¬11 / \ Ull ~ ~ 2/11/2015 4~ -1 # Â®c .Al| --- - *40 1 \ /555/ 1 , ~ , 11 / / Bc -11~ / I. A %\ ' \\ Ll>l ~- - -~_~ ~ CONSULTANTS , # .. I SURVEYOR 1 -~~-- --=---...... - ..._---> Tuttle Survey,ng Services '3Â« L IA ' 1 - 1 \ \ Jeff Tuttle 823 Blake Ave 0 \ \ Glenwood Springs, CO 81601 0 \ \ 111 -- 0 jeff@tss us com ID D 11 '~ CIVIL (970) 928-9708 1 \ 11 -- , 1/ - '1.-2 Li U K ' ~ 1 Roaring Fork Engineering I ~ -- / / 1 . suite 200b 0123 Emma Rd, ~~ 0 - / ~ ~ Richard Goulding 6 6 0 6 // 111/ richardg@rfeng biz Basalt, CO 81621 . 1 0 1 4 (970) 948-7474 / / 7 %4 --Â· 62)E , 1- -( MECHANICAL \ AEC 8036' MSL 40801 U S. 6 #214, Avon CO 81620 6 ~1 -, 1 1 0 1 / 1 -- 4. 970-748.8520 a / - 7 -- P -- Taylor@AEC Vaii com 7, ../-1~ STRUCTURAL . 0-L' 0 11 / S K Peightal Engineers Adrienne Prosser D 298 Park Ave #301 n-llc 6 / Basalt CO 81621 - - -- Â« 970927-9510 41/-/-[1 -CL7~ ~ A 1- _ = =1-,I == C====, - _. -- -- =-----4---- Tom Sherlock Construction Inc skpe@sopns net - 1 4 /. i . /r CONTRACTOR / 1 1 ~ Tom Sherlock C ~421 / / / f y -- -~~---- - | Â·Â·' / -Â·-- -= ---.-.- Aspen CO 81611 (970)923-1122 2/11/201 5 DATE OF PUBLICATION 1 /E 3Â« -31 , / I 1 , . . -\.-- 133 Prospector Suite 4102D 10 , 1 1 1 / - 3//1 / CD 0219/15 SARC SUBMISSION TR 01/28/15 TREE REMOVALPERMIT PSZ 12/24/14 8040 GREENLINE / 8036' MSL . -* %' ' &+ 7 SD 12/4/14 SARC SUBMISSION / ----..- / PROJECT NO: 1420 \\ 1 -- / i ' ---- .- - / ------ ~1 [DRAWN BY: SEM COPYRIGHT FORUM PHI, LLC - / Of 1 -7 / . 7 ZONE DISTRICT RR 1 : .1 11,1.1.1 // / // , f ---- Z -$~% . ~~Ii .W~. th - PARCEL ID # 273511302002 --N--_- - --- LEGAL DESCRIPTION X __.--------- A- ENTRANCE SCONCE , - -.-.-. -- SubdivisionÂ· ARTHUR O PFISTER In - / / EXEMPTION Lot: 2 N ,/5-9.~ ----/- i a 8 2 68 / 1-- - 8 - EXTERIOR DOWNLIGHT -- C- EXTERIOR PATHDOWNLIGHT SHEET TITLE D - EXTERIOR CAN DOWNLIGHT Z- : . ~i- MI=~*5~-si-- . . I -- E - DRIVEWAY BALLARD F - UNDERWATER POOL LIGHT SEE PAGE Z-016 FOR SPECIFICATIONS Z-015 ---- -- - .~ SEE PAGE Z-205& Z-206 FOR HEIGHTS EXTERIOR EXTERIOR LIGHTING 1/8 = 1'-0 LIGHTING 1711= 0 . . . FORUM PHI MONO LED WW HELI X SCREEN LED WW 6 222114102 6 202 04 22 715 West Main Street, Suite 204 Aspen Colorado 81611 P. 970.279.4157 F 866.770.5585 06401 tnmen~Â¤rek "*A , 511 Lazy Chair - Lot 2 7. T. '.11./1.,1.-91,1 r-,8 InsaW* -pinp 511 Lazy Chair, Aspen, CO, 0- 81611, USA - h I 0- col, K i No LbC oyarlable 2~ , a A,el ., -- A. -~AEy GAE~aaC~ / 1 4 1 U :.10Â· - l... a'rl' Ay.1 ~,mmâ€¢~ ~.Ile .. ~,Â¤,r er=Ev ACâ€¢i L a X)*Lit 'JU,P Â¥ 35Call, 2 ING. . POWEA.ED *Int nÂ· 30(,Â»~ X DELTA_!Gl 1- L .CLLF.I.WF.SUÂ·~PYJWmACC 1.0+6Â¢1,0, -IÂ·â‚¬,| ~P. wASS 2.IRCUI'.UN V yES g}Lot} WeeÂ· 0 /.BS *rE./v/1 IP64 OPTIONSÂ·CLASS' 4 STEVEN ~~ CON<Fl 1, 'IOX Â·8, * WI LSON * 1-POW[~SUPP~73Â»nA[C[nlj 90 293&1 46 j-44 - HELI X SCREEN LED WW ~490 ~MRO* MONO LED WW 6202 * 22 6 22311 4102 /ag!,1:. 4.2. 411 -4 -1119 1 - i /3 " Â·-:;Â· ' : 4- r _-I Em, 0 2,1.21. ELI - ' ''I . - I :122'ill'll'll -4111 i CONSULTANTS iiL *M V '|~'| ' ' 11'lilli - 1.'R'.1 6 - SURVEYOR Tuttle Surveying Services HUBBARDTON FORGE ..1. 1 1, 49 -1Â·|~ Jeff Tuttle 823 Blake Ave - ALIGHT Norih Ame,ic: E DELTALIGHT North-Ainefe Glenwood Springs CO 81601 0 UUBBARDTON FORGE ~Â· Â· USA â€¢1 ' .A k 0 Jeff@tss-us com C.11* CIVIL I. */ Ne (970) 928-9708 Roaring Fork Engineering Richard Goulding FIXTURE A FIXTUREA FIXTURE B FIXTURE C Sure 200b 0123 Emma Rd, Basalt, CO 81621 richardg@deng biz (970) 948-7474 MECHANICAL AEC 40801 US 6 #214, Avon, CO 81620 970-748-8520 ' ' 4 Â·Â· Taylor@AEC-Vail Com AULA 60 WW -' " ' . ' ' ' COMPUTER GENERATEDDOCLMENT. 631817 4102 ' ' , 9. NIUAL C.INGES NOT A_OWED ~ ,-, , .le. STRUCTURAL Â® DELTALIGHT :, I 1-3- -2.1 ~lillill ,= - .-.Â· S K Peight al Engineers 1 Adrienne Prosser NorÂ¢~ A./.a ,-/'1 u 298 Park Ave #301 : .11*.1 . - /h - 1 /- Ild.ti ']~~It,ilâ€¢]Mil Â£~,7-1 !9~>Al ~1 31110 *9744 :.~a . 1 Â¥ Carree Il X Sl Carree Il X Sl t, I' \ \, ~~le Basalt, CO 81621 14 1 E 1 1. -- --- 970-927-9510 rol~ CD FultÂ»r ~ CONTRACTOR 45 \:\ C.*7 - M: i , I Â· skpe@sopris net Tom Sher,ock Construction Inc Torn Sherlock lit -11 1 - | 133 Prospector Suite 41020 i - . r. 4 / ./ | Aspen CO 81611 1, 8 EN,42~E~ itr~~' 'd.', ~le~ ~.p,~I~~ ~ ~ (970)923-1,122 Pole,Diagram v r.' 2 . ~ \ b ~, ih , ./ * .n,nu,0nq *- A /' , 2/11/2015 DATE OF PUBLICATION 1 iNc~ ./.58-ED'H-E?/ Cal.80 300 OK 525'/ -A u..Â·Â·iÂ·Â·.~1Â·'fizÂ·.~ror FWI,- *=2*03=,De - 1 - - .& - //If / j .. ,1.... 94' Â». Ir d ; , d APPI,cap. _ ~ ./. 3 4.. f #/ *cion L val IP55 , /->I 90â€žn~ "rr 1 .-1 1,/1 * DELTA. Gl I: OPTIONS ly,19.t~I Iptall ellesrilaliNspace, raÂ·6 3Â·&'8 , ~, JUÂ»ht-ION 80* j 6~ i i Ift 1~ l 1,< 4, 4/r~- :1 1 ./. Z . 1 -1,- 1 TE=10 *CONace-03. B # 1 1 Â· ~' 0 6 2~2 =0.10 1.,M Sourlo 6318174102 , Â·Â· Â· - CD 02/19/15 SARC SUBMISSION <5 '' b 71=0 1 AULA 60 WW 1 1 % TR 01/28/15 TREE REMOVALPERMIT -1 L. p&2 12/24/14 8040 GREENLINE -T.W.9.1 ... 1 -- SD 12/4/14 SARC SUBMISSION Options required for non-class 2 power limited circuits l~ ixt.jre + 1 flus.* 4'S41/f2 U '- M. ~ g Â· 'Â·[,â€¢97Â·)1- - .' . - PROJECT NO 1420 P.6.,1 - . DONO ;CA~ DRAING .n7"'ll- . s _4-.ker %2*'.42 DRAWN BY. SEM _- NT_3 RT 50 COPYRIGHT FORUM PHI, LLC Â® DECTALIGHT' - - Â·-- 1*COLOR,001 - E DELTALIGHT Noah Amelia - C)~ 60H00CTAB f -202_ X O XX X X | ~ 'l Al " -flp.le -/6,2/le'/-4.244"- -â€ž1- -* -1.-kÂ«' 7 - 7 ZONE DISTRICT RR 8 6 5 I 1 2 I -gING. i - k I L -1 1- 0.**#%# USA *h"KeÂ¢0 .ilÂ·. <Â»44*t. 9........ 1 PARCEL ID # 273511302002 el *..AR /* . | Ted .F)1 01112 Light'ute. Color 1 1.....tai LEGAL DESCRIPTION Uirrie~G TErr,Fera,~'e yertical 1 -Â·oru,te: I i ~U,InL_t . ~ 1 -fE-Â°L FIXTURE D FIXTURE D FIXTURE E - i 1000 47Â® ~ 50' 140Â· ' 90Â· |. #2'- Â· . /10 6700 Subdivision: ARTHUR O PFISTER De P... . 3 ~0 Â· 6700 ~ 65' 155~ | ~~ i EXEMPTION Lot: 2 3Â»0 i 6709 | 5'5' 155Â· | 125' M~HE.Re :2Â¥/1 ' 400 | ..0 | . 170Â· i SHEET TITLE ~ Se Â»G , 2<V .t.. soC 6300 | 45 10,7 22 2 4-T91Â§ FIXTURE F LIGHTING CUTSHEET rTh 6" VERTICAL RAISED GRAIN kÂ·>:*+2>2:S:**4:5550*:M:~:?3::?~:3??32Â·*:~: 4,7 CEDAR .:Iii*Â»:Â·/ 03 STONE VENEER - CHOPPED %4441Â»-0-"mli /1 FACE COLORADO BUFF ~-1, 12" PATINA FLAT SEAM 4~.2 COPPER Mwn. Mm~imwmwmmmAMMAN m: WINDOW~ FRAMES & METAL Â·Â·Â·Â·-Â·-Â· ---- ACCESSORIESARE EBONY 715 West Main Street, Suite 204 Aspen, Colorado 81611 P 970.279.4157 F 866.770.5585 511 Lazy Chair - Lot 2 :11~: 11@ (73 1 r-----7 1 11 511 Lazy Chair, Aspen, CO, Â». 1 1 3 1 11 : 11 -'i 1 'F I 1.11 1 1 1 N 81611. USA ' 1 --7- - Al ..1 427 1. i? /2. 4 op 024 I *-1 --1 r--9 1 +-1 r-4 2 ---- - 1 1 CO STEVEN * WILSON * 402127 1- GLASS GLASS GLASS 2/11/2015 U 4 1-----1 ~ - 1 1, 1 94*30 44>48/ (23 /2 h 1, â€¢â€¢â€¢â€¢ - _ + 1 $ r<*'. :pÂ·â€¢-Â·-=.-UNLiNGÂ·;.(-0 ~~ i, 0) . F 1~~I ~ UJUI-XI. U I .7...J.............. L ~ /~ 1. 1 .*: CONSULTANTS 1 r.t r-Â» SURVEYOR . 1 -1 11 L.--- /--- - --- -- -- -- --- -- -- Jeff Tuttle Tuttle Surveying Services 823 Blake Ave -- - -- Glenwood Springs. CO 81601 0 jeff@tss-us com (970) 928-9708 CIVIL Roaring Fork Engineering Richard Goulding - - Suite 200t 0123 Emma Rd, Basalt, CO 81621 Achardg@rfeng biz (970) 948-7474 3/16" = 1 '-0" MECHANICAL AEC 40801 US 6#214, Avon, CO 81620 970-748-8520 Taylor@AEC-Vail com STRUCTURAL S K Pelghtal Engineers Adrienne Prosser 298 Park Ave #301 Basalt, CO 81621 970-927-9510 skpe@sopris net - CONTRACTOR Tom Sherock Construction Inc I~li1 Tom Sherlock I 133 Prospector Suite 4102D Aspen CO 81611 (970)923-1122 ~~~~22222=,~=~ 2~11/2015 DATE OF PUBLICATION n-r /%41 I j:La 41 1 - - 1 66 04 ; i .~ CD 02/19/15 SARC SUBMISSION +11'-6" TR 01/28/15 TREE REMOVALPERMIT 1 1 2 ROOF MODEL P&Z 12/24/14 8040 GREENLINE }11'.' tri: 1 11 - lr- $ 4 2 i ; 6 3 1 Ir- - : SD 12/4/14 SARC SUBMISSION PROJECT NO 1420 i Rs '!h--â‚¬ Pll- 1 r 7-1 ~ - IT IL ' l J 1' :/ i ~J ~ ~ ~ r-ft 1 DRAWN BY. SEM 9 Â¢ D . 0 1 1 /0 1 1 1 1 4 -1 1 1 2 4 COPYRIGHT FORUM PHI. LLC -- -- -- 11 1/1 : . 9 - 1. M i~ il , ZONE DISTRICT RR PARCEL ID # 273511302002 LEGAL DESCRIPTION Subdivision: ARTHUR O PFISTER EXEMPTION Lot: 2 SHEET TITLE Z-205 - -- - - - - - - - - -- - - ~~ =-1 LOWER LEVEL HEIGHTS 3/16" = 1 '-0 11,1,m ~~ 6" VERTICAL RAISED GRAIN Lj CEDAR rn STONE VENEER - CHOPPED 8~41%'Lk.-21 5 8.:4: FAM,:SM 4,/ FACE COLORADO BUFF /7 12" PATINA F[j\-7 SEAM (2) COPPER WINDOW FRAMES & METAL ACCESSORIESARE EBONY ~ 715 West Main Street, Suite 204 â€¢ Aspen, Colorado 81611 P 970.279 4157 F 866,770 5585 511 Lazy Chair - Lot 2 511 Lazy Chair, Aspen, CO, 81611, USA ET-1-77 b:UNbn ~ 4,%-il::it :Ii '5.!n b:=16 It' ,i, Ii:.' 'll 31Â£:51:1:14 .11 1{ Iii i I L- 1- T - "b - -I'Ir - WH- - ii_ _ * _ ,Â« 4 -- ~__~ -l t n =-=-a--=L= 1 -- k- 4-4 ti-+.-EqÂ·Â·-2~e... ~- 2-_LÂ«i-~/'-~ .<s, cy ~coLO~ 9 3 ~ Il~--'ll 'LJ~LL'I 41) 9 -1-42 - -2 - * WILSON * 3 00 STEVEN i=Ill 11 /4 1 .1 1 1 4 (3) 6 2/11/2015 /12 4 41 j [ ]M -44Â·o >wor 1 N< 402127 1 IL- .1.- 1.1 1 1 1 H~L I ' i , i ' CONSULTANTS 1 1 I lilli 1 1 11 1 1 11 SURVEYOR 11 11 11 11 11 1,1 11 1 11 1 4,1 1 Ik' 1 1 11 1,1 1 11 1 1 1 1 ' '' ' '' '' ' ' ' Tuttle Surveying Services 0 e / 1.11 i ''' Jeff Tuttle 823 Blake Ave i , Glenwood Springs CO 81601 0 i , i , i jeff@tss-us com 1 11 111 1 1 ' ' ' (970) 928-9708 1 1 1-1 i , ' ' ' CIVIL Roaring Fork Engineering 47*17111 111 Basalt, CO 81621 ' ' ' ' ' ' ' Richard Goulding Suite 2004 0123 Emma Rd, Mchardg@rfeng-biz i ;' MEC HACA. Avon, CO 81620 970-748-8520 Taylor@AEC-Vail corn STRUCTURAL S K Peightal Engineers Adrienne Prosser 298 Park Ave #301 Basalt, CO 81621 970-927-9510 skpe@sopris net CONTRACTOR Tom Sherlock Coistruction Inc Tom Sherlock 133 Prospector Suite 4102D Aspen CO 81611 (970)923-1122 2/11/2015 DRE OF PUBLICATION 0-3 CD 02/19/15 SARC SUBMISSION 01/28/15 TREE REMOVALPERMIT i 1 11 '. PE 12/24/14 8040 GREENLINE 1 H i i 13 . L 01 SD 12/4/14 SARC SUBMISSION 1 0 : 1 11 PROJECT NO 1420 +11'-6" +111-6" DRAWN BY: SEM i__UCCU_ -1-- 2ROOFMODEL ~- TT , 8 ~ :~ .: ~i 1 i:tiN'Â»,- 1 2 ROOF MOI COPYRIGHT FORUM PHI, LLC : *:1:~~#i. i F -iN i; ,-' 0* 1 r 1 ZONE DISTRICT RR 1 / , i *' a PARCEL ID # 273511302002 1. i LEGAL DESCRIPTION 11 .15 dil = -00=41--H-PIP'Pli 11 1 I. 3Â¤12: 11 1 Subdivision ARTHUR O PFISTER 1 W W: 4 T ~' I~ 1, 7 .0 GLASS EXEMPTION Lot: 2 1 1 HANDRAIL '0 1 MAIN LEVEL 1MAINLEVE SHEET TITLE - Z-206 i - HEIGHTS 3/16" = 1'-0" FORUM PHI 715 West Main Street, Suite 204 Aspen, Colorado 81611 P 970.279.4157 F 866 770.5585 6// 1 i.m -=- Flv --% ;'-5-frm 2-*SXZ-771 .2--XXX-N =- 511 Lazy Chair - Lot 2 81611, USA 6 -=../ -<iZ-....--.. ..P.. . - //./.x <1 : 1 Â£ I 4 OF CO<00 1, 1 -z * r 6-'-*- /'z + -5559. -57- 1- -1 5' Ar // \141~ ! -Â£ K ./.* ./7 - 8027' LOWER EDGE 0 STEVEN 11 - f * WILSON * -- - OF DISTURBANCE 11 6 402127 A 04 2211/2015 . - 4 1 Â·ILAÂ·Â»- - -.31 Â·~ -,55/ . 62/ 3-Â«.3212====] , ) .D ARfor - 8 IÂ·<am 80]25 -I. / '>-2 'Â· .' 1,-5/ .A *IE .......#<WI .. A 1 CONSULTANTS ts- 6 / ' .... li r~~-~-Â·Â·= - Â· ~ Tuttle Surveying Services 8030' -~ <_~, -.1 -- I Il Jeff Tuttle ..4 7 8030' 823 Blake Ave 1 jeff@tss-us com / (970) 928-9708 - 8040 r--71 Richard Goulding - 8045 Basalt, CO 81621 . r . /7 / . . ... . . - MECHANICAL AEC , Taylor@AEC-Vall com 8035' +'---- -.'- -- Â· -- -- T.... .... -29-~22.9 ---2-9--7~80551 - 1-0 -M 1 1 1 8040'- . ---33--~ / -- f / - --- ---~_ -- .--Â· Â·0 %.- - Basalt, CO 81621 970-927-9510 8045' 4, skpe@sopris net CONTRACTOR / // Tom Sherlock Construction Inc ' ~j. --- -- Â· , ~ ' 133 Prospector Suite 4102D / --* ,- --* . - - , , Aspen CO 81611 8050' -D+- -- 2/11/2015 DATEOFPUBLICATION U - -I = ~j . . 1 i ;- 8055-------z- /-+2.220. I.-/ // / // ---- 9.- -- . % -- X7759 - CD 8060 -1 TR 01/28/15 TREE REMOVALPERMIT % I '/ 511 Lazy Chair, Aspen, CO, 1 \ i \1 , -22Â« --/-1/Â» . -,07~ ..f =$= IrÂ·.tÂ·FIM SURVEYOR Glenwood Springs CO 81601 0 CIVIL Roaring Fork Engineering Suite 200b 0123 Emma Rd, richardg@deng biz (970) 948-7474 40801 US 6 #214, Avon CO 81620 970-748-8520 1 / STRUCTURAL S K Peightal Engineers -- Adrienne Prosser 298 Park Ave #301 _ ..' Tom Sherlock (970)923-1122 - , 3 -I .- -- . / E i. , V - - -- -- - / - -- -- - - 02/19/15 SARC SUBMISSION ---9- f PAZ 12/24/14 8040 GREENLINE SD 12/4/14 SARC SUBMISSION PROJECT NO 1420 %. / DRAWN BY, SEM COPYRIGHT FORUM PHI, LLC --- -- / ZONE DISTRICT RR PARCEL ID # 273511302002 LEGAL DESCRIPTION ..... - -- f SubdivisionÂ· ARTHUR O PFISTER --Â· EXEMPTION Lot: 2 SHEET TITLE Z-208 SITE SECTIONS 1" = 20' SITE SECTIONS _-_2Qill___~ 8060' LINE 715 West Main Street, Suite 204 Aspen, Colorado 81611 PROPOSED TOPO P 970.279.4157 F 866,770.5585 8052'-5' ROOF LEVEL 511 Lazy Chair - Lot 2 511 Lazy Chair, Aspen, CO, 81611, USA 8040' MSL 9--- -I-.- - -I-'-Il =- -- 8036' MAIN LEVEL 1 1 ------- - Â»9136-(F Â»Cl STEVEN * WILSON * 6 402127 8025' LOWER LEVEL 2/11,2015 6- K SITE SECTION 1/80' = 1-0 39'-8" CONSULTANTS 8060' LINE SURVEYOR Tuttle Surveying Services Jeff Tuttle 823 Blake Ave. Glenwood Springs, CO 81601 0 jeff@tss-us corn (970) 928-9708 CIVIL EXISTING TOPO Roaring Fork Engineering Richard Goulding Suite 200b 0123 Emma Rd, -1 8052'-5" ROOF LEVEL Basalt CO 81621 richardg@deng biz PROPOSED TOPO AEC Ili 40801 U S. 6#214, Avon. CO 81620 970-748-8520 1 '''' ' Id Taylor@AEC-Vail com : i~ : -- - - L -- ,=44.4.-------,--,-,--,--------- - ---------- -805-ME STRUCTURAL 8036' MAIN LEVEL S K Peightal Engineers Adrienne Prosser 298 Park Ave #301 I: Basalt. 0081621 970-927-9510 5,- skpe@sopris net 11 CONTRACTOR Tom Sherlock Construction Inc - LOWER LEVEL Tom Sherlock r-L------------------- -- -- 'â€¢Â·L 133 Prospector Suite 4102D Aspen CO 81611 (970)923-1122 k 11 -1 11: 2 11/2015 DATE OF PUBLICATION 30'-2 8060' LINE CD 02/19/15 SARC SUBM]SSION TR 01/28/15 TREE REMOVALPERMIT EXISTING TOPO P&Z 12/24/14 8040 GREENLINE - PROPOSED TOPO - SD 12/4/14 SARC SUBMISSION ' 8055'-4 1/40 ROOF LEVEL PROJECT NO 1420 DRAWN BY. SEM .i .. 5 COPYRIGHT FORUM PHI, LLC 4 il i , ZONE DISTRICT RR a PARCEL ID # 273511302002 1 ' ----~ ' ' ' LEGAL DESCRIPTION - ' f- ~-[ f- 1 8040' MSL Subdivision ARTHUR O PFISTER - 8036'MAIN LEVEL EXEMPTION Lot: 2 SHEETTITLE ..Ir-- ----- ----- - -- - 1 11: 11.1 :11 -- --- 1 11 ~ :1 4 - - i h Z-209 --1 SITE SECTIONS .... _f31 139-0 ~3365~-5Â· & 19Â·-4- * 45Â·-3- , "-0. I I V 1 ' Gee---------- --------- \: e A:-JW-D...45-- 22 & I -42 21-1-- 4 -1+I FORUM PHI 1.-0+0 :1 . I: ::- '10Â» MAIN LEVEL GROSS SF - 61031 li :.: ii i. MAIN LEVEL DECK SF - 282' IRELLISIN {Â· Â·:Â· ~1 LOWER LEVEL GROSS SF - 2642 2> ctiff**A.Â·Â·;:.....:.....i:,Â· TOTAL GROSS SF - 9027 .A-404. -wi.Ld 4,Â·Â· Â· Â· Â·,Â· Â·Â·Â·Â· 3. ,Â·Â·Â·Â·Â·*Â».-I"$'.Â·-Â·.Â·Â·Â· Â·Â·Â·Â·9Â·'Â·'Â·~ 715 West Main Street, Suite 204 V ~ PROJECT 100'-0" = 8036 MSL .. Aspen, Colorado 81611 .: i P 970.279 4157 F 866 770.5585 f (43 ': 1 FO....':.Tri............I......I.rn ~ - 0 -44-Â·-â€¢Y -1 TRELLIS CONIAINS NO , -| 'Â· '{1 GUTTERS OR DRAINS 1 511 Lazy Chair - Lot 2 . 1 511 Lazy Chair, Aspen, CO, 1 NO BALLAST PAST i 1 1 , GLG 81611, USA 1 1 --(3 - ' GRAVELBORDER B. + OF CROO r ---1-- 45 2 Â·Â· - i. . 0 STEVEN SING. E Pt Y * WILSON * 1 SINGLE Pty '' 7001-ING 1/8 12 | 0 402127 A i ROCIFING "8 12 '(~~D ARO~~* 2/11/2015 U 4 + | ~113 0 T.O FIY . ' . . 1/8Â· 12 - ' ' e . . .1 1 4 SINGLE PLY CONSULTANTS SINGLE PLY ROOFING 1,8 12 n - 4 Rai-*!NO 1 8 12 - r ' 1, ~ r 1 ' SURVEYOR 7, A 1 7 0- , Tuttle Surveying Services 1 .- Â·!/1 . 1 Jeff Tuttle 823 Blake Ave 1 1 / 1 / , n.. .~ Glenwood Springs, CO 81601 0 jeff@tss-us corn (970) 928-9708 GRAVE BORDER ~ ~ Â· a CIVIL 90 ~~ Roaring Fork Engineering A 303 /~>A Richard Goulding 1 .-I . ~) : 1 1 Suite 200b 0123 Emma Rd, C C' 1 , Basalt, CO 81621 r I richardg@rfeng b,z 0 ' ~6-4017 (970) 948-7474 1 - - i I -i Â· 1 1 1--. 1 -/. 1 . MECHANICAL GRAVELBORDER r ~ Fl / AEC GRAVEL BORDER i .4 40801 U S 6#214, Avon CO 81620 9 ~ C~ ~~ A 970-748-8520 iD - , i , . :'[CITAT~D ncor ~ 1 7 , Â·r ~Trâ‚¬TO PlY ' - /-246 Taylor@AEC-Vail-com A-303 - 1/8.12 lA 303) *111-0â€¢TQ PLY I i. I , , STRUCTURAL 1/8.12 SK Peightal Engineers 6 0 1 - N- IÂ· Al~1Â·p- - Adrienne Prosser <7 - 298 Park Ave #301 /cli A - -4 f Basalt, CO 81621 9 V - 7 1. 970-927-9510 . 1-733:7 1- skpe@sopris net 1 0 CONTRACTOR Torn Sherlock Construction Inc i - ~ Tom Sherlock 7Ll~.* 133 Prospector Suite 4102D GRAVEL BORDER e Aspen CO 81611 (970)923-1122 2/11/2015 DATEOF PUBLICATION CA 3021 J ..... \A 302/ 9.. U/, J ..m.QU~m.V.E..ZE..=MV.~ .'*I.W.~.1.1 .1~.WI.WV~'11 -f CD 02/19/15 SARC SUBMISSIONI TR 01/28/15 TREE REMOVALPERMIT P&Z 12/24/14 8040 GREENLINE 3 SE) 12/4/14 SARC SUBMISSION PROJECT NO 1420 DRAWN BY, SEM COPYRIGHT FORUM PHI, LLC Uâ€ž,AU~~m,WmMUWA'-t ~~0-UL. La .,~Â·6.- ZONE DISTRICT RR 1 1 tod 4 1 Â» 1 .rl LEGAL DESCRIPTION PARCEL ID # 273511302002 1 1 1 SubdivisionÂ· ARTHUR O PFISTER 1 EXEMPTION Lot: 2 | 1....... 1 SHEET TITLE 1 Q ..\ -- 1 ------------------------t-------- 1 1 58'-0 .. 4% I 22 -2 ' i * 9-2,1 / 1 .3 A-108 1390 6 6 0 64 ROOF LEVEL ROOF MODEL 3/16"= 1'-0" len6 L 44 993 34'-93 %*Br+>3:X 1 0 715 West Main Street. Suite 204 Aspen Colorado 81611 P 970 279 4157 F 866.770,5585 511 Lazy Chair - Lot 2 CA-2 999 - 9 9~9 9 24'-8" 24'-1 511 Lazy Chair, Aspen, CO, 81611, USA 16'-5" _ --~t---------------------------~-~--4---- UPPER ROOF ~ ----------------1------------------- 1 11 1 1 1 11 r . 9 4 ' f t Â¥ a 1 - ----_- 4- 2 ROOFMODEL - + OF -CQCk> 8 STEVEN u--c iii i *WILSON * -!:- - 8 55 402127 h 1 1- - 2/11/2015 1 940 / GARAGE LOCKkRS | | MUD HALL KITCHEN | 103 105 102 122 I 108 :3== till lilli - 1 1 1 - 11 :11 0 CONSULTANTS *0,1 i fr r 3 0 - -- SURVEYOR 1 MAIN LEVEL ' r. 7 ; fi | 1 1 6'684*-E~>>A<G>~144~~. v-#v-Av>>44>>~44>>/ 1 - . . Tuttle Surveying Services 17==.1 -- - jeff Tuttle 823 Blake Ave 1 CR~ Ir, ~. . Glenwood Springs. CO 81601 0 L ~ ~,, , ,~.~ '.-~~i----19---- - Grl , CIVIL 1 jeff@tss-us com -6'-3" 1 BED 3 - --.. (970) 928-9708 MECHANICAL ...... UPPER CRAWL . Roaring Fork Engineering 1 L Suite 200b 0123 Emma Rd, - Richard Goulding 11'-0" Basalt, CO 81621 1 LOWER LEVEL Â· %: richardg@deng.biz 4 I th (970) 948-7474 MECHANICAL AEC -15-10'F . , - 2 FOUNDATION I 1 , , .I ' '' ' ''' ' ' ' Â·Â· [J -- --- ------ -7 --- 40801 U.S. 6 #214, Avon. CO 81620 970-748-8520 Taylor@AEC-Vail corn SECTION 3/16" = 11-0 STRUCTURAL S K Peightal Engineers Adrienne Prosser 298 Park Ave #301 Basalt, CO 81621 970-927-9510 skpe@sopris net CONTRACTOR Torn Sherlock Construction Inc Torri Sherlock 133 Prospector Suite 4102D Aspen CO 81611 39'-2 62'-4'~ f 3'-6 f 8'-10" 24--8 f 5-11- ~~~ 24' 49 (970)923-1122 f ' 2/11/2015 DATE OF PUBLICATION 16'-5" ROOF ---1------ -----------------t-1--t----14- 11 1 2 ROOF MODEL 49 &.-AL.. : 1 1 1 1 ==. . CD 02/19/15 SARC SUBMISSION - MASTER HALL MASTE R BED TR 01/28/15 TREE REMOVALPERMIT 114 113 - 3 Paz 12/24/14 8040 GREENLINE MtsTER 9-OS r - -* -r----~~ ~ SD 12/4/14 SARC SUBMISSION - 1 PROJECT NO 1420 , i i DRAWN BY: SEM 1 MAIN LEVEL I COPYRIGHT FORUM PHI, LLC 1 -1 : ZONE DISTRICT RR CRAWL % ~ i 1 1 - 1 , PARCEL ID # 273511302002 / 6 3' - ~ | | ~ | , '' EED 1 LEGAL DESCRIPTION CRAWL 'i ~' 104 ' '' 1 r-7 7 11 1 1 Subdivision ARTHUR O PFISTER i 42 L 1: ---- EXEMPTION Lot: 2 dll-0" ' 11 1 LOWER LEVEL ' ' SHEET TITLE | CRAWL - i 1 - -15'-10' ---*--------------------------------U-- ---m---------= A-301 -2 FOUNDATION i , -1 , , 01 L_.J SECTION SECTIONS 3/16" = 1'-0" a ~X+1Â· 715 West Main Street. Suite 204 Aspen Colorado 81611 P 970 279.4157 F 866.770.5585 511 Lazy Chair - Lot 2 511 Lazy Chair, Aspen, CO, 81611, USA 1 2 3 4 5 6 8 41-6 12'.7 6'-6" 14 4 0 STEVEN 1 '-11â€ž 19'-41/4" * V'JILSON * UPPER ROOF r 402127 5 2/11/2015 Lk 11 1 1 :1 j 1 1 , :1: E) El j 36 1 ~rnalJOLII] ff 4%*ED 2 11=Una '11 1 1 1 11==!IL__L__1__1 1 I +11'-6" -I- -2ROOF-MODEL CONSULTANTS SURVEYOR Tuttle Surveying Services Jeff Tuttle TEI3 ff-- ' GARAGE 4, 1 823 Blake Ave 108 ' Glenwood Springs, CO 81601 0 - -- 1 1,1 jeff@tss-us com w i (970) 928-9708 - - - Ill I. 11 1 . -- - - . CIVIL Roaring Fork Engineering - - - EUL_[1 --- - | /0 Richard Goulding Suite 200b. 0123 Emma Rd, - - -= 1 MAIN LEVEL Basalt, CO 81621 nchardg@rfeng biz 970) 948-7474 - - - . - - - - - --- - MECHANICAL - AEC 40801 U S 6#214, Avon CO 81620 970-748-8520 - - - - - ' - -- - - - - - - . Taylor@AEC-Vail-com STRUCTURAL _ r - -1 LOWER LEVEL S K Peghtal Engineers Acrienne Prosser f = 1 -- -- - -- - 298 Parl<Ave#301 Basalt CO 81621 - -10" 970-927-9510 skpe@sopris net -1 -- -- ---- - T 4 - - - CONTRACTOR Tom Sherlock Construction Inc Torri Sherlock ~ 133 Prospecto,Suite 41020 Aspen CO 81611 (970)923-1122 2 11/2015 DATE OF PUBLICATION A (B) C D (E) (~) (G) 19'-4 1/4" 39'-2" Y _ MS Y 5%11" hf ---- - 1 1 1: UPPER ROOF L-- IELLEEIGUILLLUZIEILLIU +11'-6"-I il 1 1 1 CD 02/19/15 SARC SUBMISSION '0 - 1:: 1 GREAT ROOM j 1 80 12/4/14 SARC SUBMISSION , 124 i, i 1 :1 | PROJECT NO. 1420 \ NTRY 1 1 / . ' I DRAWN BY. SEM Ovt---~ ; 9 | COPYRIGHT FORUM PHI LLC i 01/28/15 TREE REMOVALPERMIT TR .-1 ' :1:1' *ili : 'El:,Es 1 1 P&2 12/24/14 8040 GREENLINE 101 ii ZONE DISTRICT RR to" 1 -- - --- - --- - ----- - - PARCEL ID # 273511302002 - I 1 MAIN LEVEL ' LEGAL DESCRIPTION i CRAWL | EXEMPTION Lot. 2 Subdivision: ARTHUR O PFISTER '4 -6'-3" UPPERCRAWL-- IW POOL SHEET TITLE A -1LOWER-LEVEL --- * - ~ ------------ ---=-----------1--------------- ---------------2-- -----44------- -------- - -------- - A-302 SECTIONS .... |~4 " 1' 'i 1 1111 1 1 i, 11111 0,1 - 1 1,!1 1.11.11.11 11! +1 .4 1 1 [ 1 1 r , .. ..1-_ 715 West Main Street, Suite 204 Aspen Colorado 81611 P 970.279.4157 F 866.770.5585 511 Lazy Chair - Lot 2 511 Lazy Chair, Aspen, CO, 81611, USA 42 4-) 19'-4 11 - -- - - - 9 - - - _ ___ __ ___ __ ~61 - - - - - - - - _ - -- -_ 1 ____ _16- '1 _T _ 7_ _T__ _ _ __ _ _ _ __ _ ,, 9 ty-(40~ A (-4 12'-7 14'-2 : '39.4 1 K. UPPER ROOF . Â· 0,Â·.. Â· Â· ./*:Â·4Â¢1:Â·~42>*~61.Â·>:G:~2*E38::/~.%&Â·KAÂ·w' ~.1,.Â·Â·Â·:: :*i.,~ Â·. Â·, Â·.. Â· Â·.Â· .Â·Â·.Â·Â·IÂ· .Â·$Â·Â· i< 4 6,Â·Â· '4. . Â·' Â·Â· ; Â·.Â·,.,Â·7Â·Â·~Â·,41~ 1;Â·mN i STEVEN .IiIi 2 * WILSON * 402127 2/11/2015 / . . . Â· ~ - ..1 g: j m :1 I ~ 1 |I +11'-6" ________________ __________ ________-4-- - .1 .~,I 2 ROOF MODEL i . ~....................... 1 1 ----- Â»-- ---- CONSULTANTS SURVEYOR 1 3UE!ST MISTS G AT IdsTR | Tuttle Surveying Services MSTR BATH M.dTR HAL ' LIVIIÂ® ROOM ' ' HALL D . ING ROOM I REATOOM GUEST MSTR BATH LOS HALL 102 123 114 823 Blake Ave Jeff Tuttle 113 ,/ 13 '\ 119 ~118 117: , J. .1, 1 , I I Glenwood Springs, CO 81601 0 W W jeff@tss-us com (970) 928-9708 .o , 1 , 1 1 , . I I ~~~-- -- CIVIL L It - - - Roaring Fork Engineering 1 MAIN LEVEL . Richard Goulding 1 -Lt Su,te 200b 0123 Emma Rd, - - - - p - ~ | ~~ ' i Basalt. CO 81621 ELOS 1 CLOS 1 ~ -~ ' i - (970) 948-7474 2:11 '1 11- AEC CRAWL- 4 CRAWL L - richardg@rfeng biz ,*ATI- 3 - _ , , L - MECHANICAL < 012 970-748-8520 2.-12~ <~ _ 40801 US 6 #214, Avon CO 81620 -11'-0" -- U- 1 LOWERLEVEL 11 1 1 ~ Taylor@AEC-Vail com ' ' - - STRUCTURAL CRAWL CRAWL CRAWL- CRAWL CRAWL 6 CRAWL - - i - SK Peightal Engineers 4 Adrienne Prosser 1 -15'-10" - r - - - +< . _ _ s. -__ _ ____ --.- _-- _ _ _ _-_ _ _ _ _ _ _ 4__ _ _-_ _ _ - 298 Park Ave #301 -2 FOUNDATION 4=11 - . 44- 11 1 1 11 ' 44 L-1 44 ' ~-LJ , r - _ Basalt CO 81621 970-927-9510 skpe@sopris net CONTRACTOR F SECTION 3/16" = 1'-0" Tom Sherlock Construction Inc Torn Sheriock 133 Prospector Suite 4102D Aspen CO 81611 C 2 3 ('~ (9 . r 39'-4 Â· (970)923-1122 19'-41/4" 2/11/2015 DATE OF PUBLICATION UPPER ROOF i I 1 1 1 -- - --- -I- Â·1 41: | 5 1 +11-6" ill J | ~i 2 ROOF MODEL : i 1 1 .- CD 02/19/15 SARC SUBMISSION 1- -- ---- --U TR 01/28/15 TREE REMOVALPERMIT - - 1- f -i-- - 1- --I --- : P&Z 1224/14 8040 GREENLINE M* 4 BATA~ ~,/ \, MSTR PALL STAIR/ELEV MUD POWDER PANTRY LIBRARY ENTRY SD 12/4/14 SARC SUBMISSION MSTR~ - 113 OFFIC 110 105 106 _ 404 103 ' DRAWN BY: SEM j -81 !13 PROJECT NO. 1420 -- ---a _ _ COPYRIGHT FORUM PHI, LLC 1 MAIN LEVEL -7 -- - | ~-5 -~- - ~---'~~~- / - 2 /~~--~-- ~-~~~------- - ZONE DISTRICT RR CRAWL = E -1- 0.- 1.-6.- .1-/77-7.97.- 2 PARCEL ID #273511302002 LDRY ~ ~ - | ~ * -~~~'~~~~ ''~ -~~~~ ~~~ '~-~~~~ ~~'~~~~~~~~ LEGAL DESCRIPTION 003 UPPER CRAWL- STAIR/ELEV ARTHUR O PFISTER 6 - ~ ~ ~~ ~~ ~~ ~ ~~~~~ ~~~~~~ ~~ ~ ~~y-~ ~.-- xi---~. --u.---4-. --1----~- 7% ~- ~ ~-~ . EXEMPTION Lot. 2 Â°01 0 8Â« ---f -- - ------ f-- ------ ----- -f ---- -4Â·I-f--4---9 k-k-o--c-Â·_-u-...i..=---u SHEETTITLE -1 LOWER LEVEL - = 2 - ~ CRAWL 15-10 ---- - <-.Â» 4'2=201/4210-21141-Â»/,441>204,1 44,@-1-A 7-fi---VLLL=L--21< A-303 -2 FOUNDATION I, f SECTIONS E SECTION 3/16" = 1'-0" 4-9Â· . . 0 . . 33 3: 2 332*/m"'rm//m, 715 West Main Street. Suite 204 Aspen. Colorado 81611 P 970.279.4157 F 866.770,5585 511 Lazy Chair - Lot 2 511 Lazy Chair, Aspen, CO, 81611, USA <6 OF COLOD Ay- GO STEVEN * WILSON * 402127 14 2/11/2015 ,U %40 00* CONSULTANTS SURVEYOR Tuttle Surveying Services Jeff Tuttle 823 Blake Ave Glenwood Springs. CO 81601 0 jeff@tss-us corn (970)928-9708 CIVIL- Roanng Fork Engineering Richard Goulding Suite 200b 0123 Emma Rd, Basalt, CO 81621 richardg@rfeng biz (970) 948-7474 MECHANICAL AEC 40801 U S 6#214, Avon, CO 81620 970-748-8520 Taylor@AEC-VIiI com STRUCTURAL S K Peightal Engineers Adrienne Prosser 298 Park Ave #301 Basalt, CO 81621 970-927-9510 skpe@sopris net CONTRACTOR Tom Sherlock Construction Inc Tom Sherlock 133 Prospector Suite 4102D Aspen CO 81611 (2) 4 (970)923-1122 14'-2 16'-11' 9 12 7 ,- 1 39.-4 0 7 9 19'-4 1/4" - - - - 2/112015 DATE OF PUBLICATION UPPER ROOF ~ i r.4*AM#Ae#00#VQ:MÂ·. >Â·*rÂ·kÂ·..W>re.-:598*vi;:Â§*AR'%249,8 ' >PÂ·Â·.44%,Â¢UtaÂ¥&%,;t#;m&WMf;*060%:.46:22&4::W:*~Â·Â·2r#644#94Â·.<;1 i 1 I 9 41~ ---13 1Â»n-0-- 1 1 1 1 11 1 1 1 +11-6J' 2 ROOF MODEL , i , i 1 i- CD 02/19/15 SARC SUBMISSION TR 01/28/15 TREE REMOVALPERMIT - f 1-4 -11 -J_-1- -41 - f 3UEST MSTF G JEÂ» N TR MSTR BATH MSTR HALL ' LIVIHS ROOM ' ' HALL D Â·ING R~ SREAT -OOM P&2 12/24/14 8040 GREENLINE GUEST MSTR BATH CLOS 115 ,/ 13 ", 119 |118 | 121 | | 102 +-/ SD 12/4/14 SARC SUBMISSION Ill /1/ 1 , ~ 1 1 PROJECT NO 1420 ' ' ' DRAWN BY. SEM I.0,1 ~ ~ 7 1,2 - 1-1 --f- 7 -- COPYRIGHT FORUMPHI. LLC -1 - 1 1 1 1 MAIN LEVEL Â·U - 1 1 j H - ~ Â· ZONE DISTRICT RR - --7 CRAWL . CRAWL Â· PARCEL ID # 273511302002 hi - ,1 1 / â€ž i , : LEGAL DESCRIPTION CLOS 1 CLOE 1 ,6A1} 3 : 121.- 1 +-1 05+ : '< 012 Subdivision: ARTHUR O PFISTER 005 Â· r-Â» | __ ~ ~ _ _ EXEMPTION Lot: 2 11'-0" - --'- ----------------------------------42---------- SHEETTITLE 1 LOWER LEVEL -- â€¢ Â·Â·Â· Â· Â·Â·Â· Â·Â·Â·Â·Â·l . - = CRAWL- CRAWL CRAWL CRAWL CRAWL 6 CRAWL Â· ---- i.- A-304 15'-10" -2 FOUNDATION - . - - 1 - 1 - 1 - SECTIONS p SECTION 3/16" = 1'-0" .... - - 4.- .*434 1.-- 1 Â· : -7Â«. ABANDON EXISTING SEWER LINE- k. TO SEPTIC TANKS - / ....EjUS,ING SE./.I--.% .6, 2~Â·. .. - 0-- fo.....S --) r--*-FOR CEO MAIN - % 1 PROM LOT 3 / ~ "4 ~RAIN 4 . % i 9 1 Â· DAYL-NHT TO INLET. Al % 1 I fl I SERWCE / \ ...â‚¬2... "-1 1 ..\\\4\ rUSE EXISTING GAS ~ 7 I.1 0~ Â· . ~ FOR LOT 2 0,4."Frs/Tioll ~Â·\ 1 ... L *VACVE..ROI . - . 5 6-~~ j -- 16.3 -:-: SPREADER a - In + -\4 1: : \ . 1% . 11 d 9 1 .i il" i - F..10'..1.D ' r * O .Â¤ ; 4 Â·6, t ~1-LIFT STA TION opt 7 41 F.OR 2-FORCE MAIN ~ I.L.- 1 3 4 / 1 1 m. : 1% , ADO CHECK SWING'Â· \ (19 4 0 9 * #VALVE TO OUTFLOW |. rER... 1. 1 hecr;c. CaL J. Â· I f . M -L, 3/ e 1 . Â· 6 S Jâ€¢ li .C 1 / -~6 0- ;29 C. 0- i X - I I * -/11 r,i\: 7 h WALL DRAIN- '\\ Â· -E~~RAN< DAYLIGHT TO INLE,Â·,2 ----\\ ZFDÂ£6 89Â¥D 0 1- 1\ A lEAO~G~ONE~wW .%*7*g - 7 . 4, : . A' i~ T-6'. 1\ 0 mensT/*0' 'Â· 0. m /: 1 . . BRING PRIMARY ELECTRIC B-# ID~Â·~RUST SLOCK-/ ' TO NEW TRANSFORMER X , A. ..701 FROM OVERHEAD t . 1 1\: 1 - \9 . 4.4 4*ENA /1 */M~GALUG5~~D . //i I.:r ,Â» r,mu,ST atocK 1 . .4. *_ E , 'R 0 \\ f{ / r....f'WCE I .. |.'' 1 U - .6 1(.~ 7 WITH MEGA LUSS AND THRUST D~St, . . 1 WATER SERVICE Â· ~~ r 2 S LEG.O ... SEN. - 4 >I-NE IN 2-COAPER r - , ELECTRIC, CA~LE AN WALL BRAINS-u-U-______ 1 TELEPHONE : ~..i, DAYLIGHT BELOWHYDRANT \. -' -r m _~ ~ _ _ ' .PMONE \ 1 3 / - / hv . S IS Â· , .... / - /7 1 41 .r it Â£~Â·it D / \L_ Â· >V .W 4 / It N r r- \ 13 1 X f- / .. '.. \ k ~6*4- CDRÂ·Be i ' J 1 //4 k 0% I Qlili 111 92 2 1 93 9 STOPE\J T... 1 \ \1 \ 1 1/1 / \ \.% E @#ANTÂ·.- 1 \ HYDRAAGNATNADNUONSEEXREviogÂ«fit- 0 \\: Q 014 / + I 6Â·:ATE V ./ \ r 22.5 026. BEND-4 -< 1 . l &4 91..3, WITH MEGA LUGS V\Â·Â·Â·Â·Â·~ 4 4:/ . 1 1 1 1!! !11 AND THRUST BLOCK 1~ j i E. T }E NEW 8-LINE 4. 8- GA FAL V :' ~ lÂ· i / ~ Wirt,SI~ ~U~S ~~f INTO EXISTING BÂ·LINE i t AND THRUST BLOCK ~ ~ ~ <~ ~ | ~ / AND WATER 8*6:' TEE WITH:THRUST BLOCK . ' LEADING TO NEW HYDRANT 1. / / BETWEEN SEWER / p-W' MW SEPARA NON - 7 -9- r WATER SERVICE SALJOLE T*<*DEG. BEND- lui0~ :\ //' THRUST BLOCK ~ 1 - //MEGA LUGS AND I 1 -- . I 4 4 ~ /f/' NEW ~RDANESF~R~. 0 11 -\ e 2- WATER SERVICE 1,4 1, A----ffry; 14 ... . - . ~i~ '11 k E 1 1 ~ 1 1 1 ~ SADDLE TAP 1 1 - ..3-GATE VALVE- 22.9 DEG. BEND----v-~ : '' 12+~HERGUA~UBS~CK ~ 1< 4 ; i ; ~ blkil,I 22.5 DEG AND H.25 DEG BEND 1 t 201+17 / 2 y...... 1 WITH MEGA LUGS ANO THRUST BLOCK / 9% ~ A CHECKED BK RBG 9 / // /''j 20 1 1\11-44 \ < NOT FOR -TIE IN 2- COPPER 1 A / Â·Â· -i : TELEPHONE 1; 1 ' Â·kn Â· 1 /, 1- x .' ~ 2 TEE..Â·Â·'BOX , LUL SS- SERVICE, GAS, 2 CONSTRUCTION \ 1 \ 61Â»-3 ~ EL.ECTRIC AND ~1 % L--4-T I 3 ROAO/601, P~711*-SEC.t=~ 1 , 'I_ \ L.1 -3 - 1 Â· -C . T w. 1 ~ /S /1 , , 1 rawn i 07 3 i JOT O 4 D- A r s WS 22 5 DES BEND- P e â‚¬ J t, :- U ; I; f~ U' ; j - t"i / 1.'/ AN~qUE'TBLOCK ~ 1' "/~' : r % 1 -6- 8021.-4 ~f~IGE~~Inx ..~...\EXISTINGEASEN~NT 43 ~ ,,t~~~~ ANS U.UST BLOCK N ' ~b ..1 11 9 , 1.To.,SrD"UM 1 1. 1 \ 1Â»; XY>'>' ; i - Â· GRAPHIC SCALE GRAPHIC SCALE \~ 1~16 ~~/111/ . g.} U (2(- -fi 52.,-~--Â»Â·--i UTILITIES 1 0- { IN FEET I ~ IN FEET j 9---9--- Ilinch = 10 ft I Inch = 20lt. ~ 6 DNIE133NIONEI >1 NINVON BIVHC) AZV1 L LS 089-9ZW (999 ) 41 VZPZ-8 D'996 xof EL9 LB 'opeJO 0(]V}30100'NadSV Â·6208 -- 0Â£09 Shll PUZZ/ZA M31/'aB 3Nt-JN332 NolldIHOS 30 - NOISIABM -5108 0 . . LEGEND / h A .1 777.Ir. 7.2 3\ 2 (*> - 62-24>j / -:30%4461 ' + 317 Â·3'. PROPOSED SPRUCE | LAWN AREAS /20'-214Â· ..0 Premier Green Design / Suit Landscape Sojetiers - STONE BEAM OR SEE DEATIL NOTES ~~ -Â·- -~'- 2-Upur-i--1--2--2-~fIÂ·f- --2-1---- ~h\,ffin>~i.~44.-. PLEEN~~T~273 - ~ CONCRETE STEPS 1. 1 4.~15'-14' i*Â»44 *,4.'~ PLANTING BEDS 3" DEPTH MINI NUGGET MULCH TYPE / \ 24'!<24 SANDSET PRE :Â·* ...:.... SEE PERENNIAL / SHRUB DESIGN / BED DEATIL CAST CONCRETE / Sy6iE>--~ - WATER FEATURE - PAVERS - /- Al 1 --------- - -------- -------- 115'-16'.' PROPOSED PONDEROSA PINE . 'N V 1.5- MEXICAN BEACH PEBBLE /.f . .. r--.GAS FIREPIT PROPOSED PINON PINE ' 3/4 WASHED CRUSHED GRANITE n .17'-19'.- 1 " 1. 24.1 7 ../ ~___ . - SEATING (SEE 3-D) /r.hl. , NATIVE AREAS .N CD ~ - SEATWALL ' BENCH / -our-_Â·iÂ·_Â·Â·Â·Â·Â·Â·r-j ,r~-*J i'~22'-24' Nl .. j IL,j~ r.. -h . 0 0 O<OCU 0 < ~Â· PROPOSED ASPEN ~ ~ ALL DISTURBED AREA TO BE a)AN -~r- - rÂ· = <6 17 2 4 1 -, v Â£ i.. ~ Izu-Â£,~hrIE).:4-1 --. - STEps . RE-SEEDED WITH APPROVED SEED MIX 9? N CD 0-) (\1 ~ he:11: . .~ ,'*15''-16Â· 2.-~-_ /9 -4 4 .% ,, A e SITE WALLS PROPOSED GAMBLE OAK ---.r-- ~_ F1 - h~ ' J NAT~E---AX 1.9 4"A .1, 9 - 1 /. 2d'-24' CONCRETE WALLS [3 a[3 PRE-CAST CONCRETE PAVERS i Â«f ~: REOW MEXICAN BEACH PEBELE- - \ Y~ ..6 , .1 11,\ \ -/ STONE VENEER AND 1.511.2' \ OR STONE PAVERS. TYPE TBD ' 4 . /1 Â· 1?b - co .t= N j uÂ·.0 h A / - <0 (SEE ENGINEER SET) 1 EXISTING GAMBLE OAK t.'0 BOULDERS TYPE TO BE DETERMINED x - ,-~ _~,~#A15'-16:/Â·-IÂ· ,: ~~~0 4 - 4:~~_; r.:...~..Mr*,4.-54 ,~,1.%20920'-21'\; 4 j15'-16Â·/ Jz x ./....CLILL_ AREA PLANTING BEDS u-E .. I 1 ~ STONE CAP UNIDISTURBED SITE Â·Â·Â·Â· â‚¬>t/,-r... 4_1 '42 , 31 '. 44**JF~~1+ ~~~.. . SEE DETAIL '*1.89-*fi tai'vidz,8*%*34 \ 15'-16 ,â€ž.21 e -14 <P .*W : ~ , 3 i / i 15'- 16'~ Â·Le,r -hi~3<-* 4 1 â‚¬0...Â§41:3~-t.4-*EÂ·Ii W*A: i Â·)< 4 p* ~: ON - \ 3 GY 6139 -1 .- - 515' 166 ~- -- -------- - ANY NEW TREE PLANTING IN WALL AREA TO BE FILLED WHERE POSSIBLE'\ ** j 1 t...'.. A 1 \ RETAIN EXISTING NATIVE OAK VEGETATION AT EXTING BLOCK WALL i ,~9\ 11 7-Â·ik tÂ»Â·g NEW TREE SPACING TO BE SITE PLACE NOT TO DISTURBED EXIST,NG /X,/ 7 ~ 4, Pet NATIVE OAK ROOT DRIP ZONES / WI.-4 1. :4Â·Â· Â·Â·' .p-. /- - 78 .ally,h 1 1 FiELD LOCATE PROPOSEDTHEES Â·~Â·7.7.-~-,7 --,177-JE ' 2-2-mn J~ TJ-77/ J 5 , n~'>Â·'~ SITE WORK NOTES: $/Im. 1 441}4 -07 NOT TO DISTURB NATIVE OAK 2 1--- -- - -- 4- 24Â·' SITE WALLS gr-N. ~ CONCHETE WALLS 1) CONTRACTOR SHALL VERIFY ALL CONDITIONS AT JOB SITE AND NOTIFY 4< ~<~ t> 3 134 - 4 0 ~ ''' '' '' ' ~ STONE CAP - , STONE VENEER AND GENERAL- CONTRACTOR OF DIMENSIONAL ERRORS,OMISSIONS OR DiSCREPANCIES BEFORE BEGINNING ANY WORK. 1. ..........: ~~N ~9,<~34 . 1 , 2} CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. ALL CONTRACTORS MUST -1 <45-167% UW ' . %D,L-7 ~ COMPLY WITH PERMIT REQUIREMENTS, CITY OR COUNTY RULES AND REGULATIONS AND LAND USE APPROVAL CONDITIONS AT ALL TIMES. -' p. ull:...2 , -,m...1........ . .......1 11 - : . WIV,41.4 4 e C\1 LÂ«bAL,4 - -- *2% 1 ~ ------ - -- ~00:~' NATIVE .,.,. ~~ - - ~~~~~~ CAST CONCRETE STONE 3) ALL WORK SHALL CONFORM TO THE APPROPRIATE AGENCIES. CONTRACTOR SHALL VERIFY LOCATION OF POINT OF CURVATURE ~ 249(24Â· SAND)SET PREE PAVERS ALL EXISTING UTILITIES, LINES AND STRUCTURES PRIOR TO EXCAVATION OR THENCHING DAMAGE MA c - I et . SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. I. . *?*:9*8 ~1 - â‚¬ 'Il 4) SEE ARCH SET FOR TIREE REMOVAL UTILITIES, DRAINAGE AND GRADING. ~USHED-GRANITE *ji#Â£i:.'..Â·'3':9~.:414*1%4 - am ---~ ... OFU PLANTING BEDS PREMIER GREEN ASSUMES NO RESPONSIBILITY FOR UTILITIES OR STRUCTURES NOT SHOWN ON THE DRAWINGS. - 0 9 1 \ / BOARDER + 251 ~ ,~...~...:.:...:.:.:...:.:.:.....:.~......:...... ............: ~ : '.. Â·.i:i'Z7 :11:" 1 . CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY Â».3 ~ 1 I I 'P., 1 Â·Â·Â·Â·Â·Â· Â·Â· Â·Â·Â·Â· Â· Â· Â·Â·Â·Â· Â· PREMIER GREEN OF ANY D[SCREPANCIES. CONTRACTOR SHALL USE EXTREMECAUTION WHEN J 1 .="13 ha WORKING OVER OR NEAR EXISTING GAS AND ELECTRICAL LiNES 01 ,/ 0 -% 0 . , 'Â· '''' Â· ' ."'..~-'.2 '.:.'....':."i'...'., ~ Â·Â· .......i, , , , . ...~ ,....................................... , . '-32-&4 91 87-10*~ ~- 4,1 1 5) PREMIER GREEN IS NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS METHODS \11 AND TECHNIQUES OF THE CONTRACTOR. 3 _ Lan 96 1 - -.-an..:.:.:.:.:.:.:.:.:.:...:.:,i:.:.Â·.Â·..Â·.Â·Â·Â· U & 1 - .,.. I------f Â° ? .r 'F~ 1.~.'.; ..'I~:0.?31.-:.:~.'-Â»4I2G~jto-?*:11Â·9Â·&Â·P#* I 0: 4 F Â»80'3 r le/ ~ .~ ~ ~ ~ "~~-~ '~ OF SURFACE FIXTURES, SUCH AS DRANS AND LpGHTS MC)TIFY GENERAL CONTFRACTO 6) LAYOUT AND VERIFY DIMENSIONS PRIOR TO CONSTRUCTION, NOTIFY GENERAL CONTRACTOR OF ANY DISCREPANCIES < 'M 72 . P . 1 S TE WALLS !C 36 21 7...3 1,14 - \= $~ : ~ ~ DISCREPANCIES. EXISTING AND PROPOSED GRADES ARE BASED ON SURVEY DOCUMENTS PREPARED BY P.I.P CONCRETE WALLS .1 U.........1 ...1 1 .... 0 111 0/ ( STONE VENEER AND .: * -~ : -* :~11 1,1 i1 | AREA .Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·Â· Â·Â·Â·Â·Â·Â·-Â·~ Â·Â·Â· Â·Â·- Â·' 1|!~ i|~ Â· d â‚¬~ , ; -- 1 UNDISTURBED SITE . ~ SURVEYOR. [02[1 0 1 ... 1 <Â·Â· SEE Erl~2~JQ~Ti~ -Â· j ' ~Â·9 ' j' Â·Â· ' ~~'' BANDING At j: 3 k,/ O----- - k---j. -1 / NATIVE -- ---- ..:= 1 f b 1 7.-t ; 56 +1/P,4 =-1 ; 1 LIMIT. 1 I ..1 .................1 1 1~:. ...:.:....... 1.1 .....1% ....1 1. 1 .... L 9) ALL FINISHED GRADES SHALL MEET AND BLEND SMOOTHLY WITH EXISTING GRADES AT THE PROJECT E' Â· 57&43 Â¥f: . .'-1[El Zorel . Al":3444 - / <-1 UNDISTURBED SITE . IN i - ---- 74. : I :Â· r.WATER FEATUR- j 9.2< 7 -1 - a -:-: . -r~'h*pu.~...â„¢*f 2- 1-' 1 / SEE DETAIL 11) ALL DISTURBED NATIVE AREAS TO BE REPAIRED AS GOOD OR BETTER THEN ORIGINAL CONDITION ,==4 -i-_=.AREA - - 0Et= 3-0;- . F Mr-- '. 1.2 44 " -1 -81~. m 7) VERIFY EXISTING ELEVATIONS PRIOR TO STARTING WORK NOTIFY GENERAL CONTRACTOR OF ANY I : i:il =f 1.1 ; 1 8) CONTRACTOR SHALL VERIFY THE PLACEMENT OF FLAT WORK PENETRATIONS TO ENSURE COORDINATIO[ ./ OF DISCREPANCIES PRIOR TO CONSTRUCTION 4 -Â·..n~3~n.. 83 4-. / Knowwkan; below. ii .. ; 1 PLANTING BEDS 10)THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. Ca|| before youdig. 24"X24"SANDSET PRE CAST- - - ''.Al --- ~' ' '" ~ " ~ ~ A) REFERENCE ASPEN NATIVE GRASS MIX 0 ~.~ ~ CONCRETE STONE. 1 , 1 > Â»17.. --. PAVERS--_j ~ j 1 7-19# ,~24 01~Â·.~ LAWN ,.4'~4' \Â·'9. -f-JE#~1~~~</h ' ....2___-_-:L-- / \ . .1~ r,tpâ‚¬, k ho STONE PATH, C. 9,15'-164+ . 1 Y ~-' 14'2' ~\ LAWN h-i. 1 -Â·....... _-.....Â· _ ... --,/' - - AND-SET STEPPING ---- -,44 1 7 X ~--' PIF. CONCRETEWALLS\ k.. ,- .1, 1 ..11.=dt~.IF-16' 1 / STONE TO MATCH HOUSE \\ VENEER OR PAT]OS 4 EE ENollÂ·.=ER SEE-, - ___.4 L> ha. '' , <f4- *. y .-- - ..ELiii- CEÂ©>01\ ui'.1 '1 h. : \ /,0 1 6 15~-16Â· ~ Â£~Â¥~ .42%f fr DRIVE. ...6-4 2%... f 5 .1.6 - .- - -- V 34: \ ./2 PATH TO LOT 3 SITE PLAN I e DATE ISSUE l 1 -Â·, ~0*Let .._443Â·Â· â€ž,/ . x STONE SLAP/ FLAGSTONE PATH PATH CONSTRUCTION / LAYOUT TO BE BUILT WITH MINIMAL IMPACT 2.11.15 Â» .uouu--2-- C~- m )- 5/..2/:- . i : I , TOWARDS EXISTING ENVIRONMENT, 7I \*/ ~:..;' ,~~ -Cir61 ti>* Â·'{jk.~-P~t' lh.15'316Â·~ - SITE WALL h./ 2'b ~~ ~~~ ~ ~ PLANTING BED I~f. 15'-16Â· 1 - MEXICAN BEACH PEBBLE 4. -1. r 6 1 A 6 k.j 3.\/ 6 \} . .~...~.~49,1*f 1.f u.124>2 _ ~~ PLANTING BEDS OV -\-- 42*Lt i SEE DETAIL -3 ' - ,,NATIVE ;1' , NORTH SHEET ~ ~ Ll 0 m 9-1 SCALE :1"=20' . 98008 opejol (elel 'PH eull@seg -3 6t,LZL Zvl L [9 829[8 00 'aiepuoqj ujns [63 L [918 00 Phone: 3 t,916-896 (OZ ) el.104d AlNO SESOcland NDIS3a 803 SI NV1d SIH1 .... Maroon Creek Club Goll Course f ST AMENDMENT 87717.k F- IN-A-- L PL-AT l OF THE Â¢ ilillit ARTHUR 0. PFISTER FULLY DEVELOPED LANDS SUBDIVISION EXEMPTION '94 511 LAZY CHAIR DRIVE, ASPEN COLORADO, 81611 ~- CITY OF ASPEN. COUNTY OF PITKIN, STATE OF COLORADO 111'll 11, 42 7% 111"Ill'li HE P RPOSE OF T S PLAT S TO AMEND AND UPDATE DE ELOP 'ENT ilill'llilli. ALLOWANCES AND RESTRICTIONS FOR LOTS 2 AND 3 OF THIS SUBDIVISION TO T U HI I F m r 1 877275' ,1l}ilii11llll. 11 9 1*100' - /49/.4// 1 j lilli 1 CONFORM TO CITY OF ASPEN ORDINANCE 12, SERIES 2014. % C.1 & ..' , , â€ž Lot 2 lit' i 04 l LEGEND AND NOTES: CERTIFICATE OF DEDICATION AND OÂ¥~ERSHIP Â»flilli. 2.40 Acres +/- e - e INDICATES FOUND MONUMENT AS DESCRIBED KNOW ALL MEN BY THESE PRESEATS: 120.00 / - 0 INDICATES SET NO.5 REBAR & CAP MARKED LS 33638 THAT THE UNDERSIGNED BEING SOLE OWNERS IN IE SIMPLE OF ALL THAT % REAL PROPERTY BONG WORE PARTICULARLY DESCR18ED AS FOLLOWSÂ· -Jillil/llifi 4.- - LOT 2 & LOT 3, ARTHUR O. PFISTER FULLY DEVELOPED LANDS SUBVISION EXEMP-nON - DATE OF SJRVEY- 61ARCH, 2014 ACCORDING TO THE FlNAL PLAT RECORDED IN PLAT BOOK 42 AT PAGE 45 le & ~ 4 f..., 24 99Â«fÂ»~9<. ~ - SAID PARCEL IS ENnRELY VATHIN 'ZONE k AREA DETERMINED TO BEE OUTSIDE OF 500 YEAR A e FLOOD PLAIN" PER EMA FLOOD INSURANCE RATE MAP, PANEL 203 OF 325. A .i - LEGAL DES-RIPTION. CONTAINING 2.4 ACRES AND 2 0 ACRES RESPECTIVELY, MORE OR LESS, HAWE CAUSED THEE DESCRIBED %Â¢%. , l / ///1/////li l / 1it REAL PROPERTY TO SE SURVEYED, LAID OLT AND PLATTED AS SHOWN ON THIS ACCORDING TO THE ANAL PLAT RECORDED IN PLAT BOOK 42 AT PAGE 45. PITKIN COUN TY. co C.TY OF ASPEN. COUNTY OF PITKIN. STATE OF COLORADO LOTS 2 & 3 OF THE ARTHUR 0 PFISTER FULLY DEVELOPED LANDS SUBDIMSICA EXEMPTO ARTHER 0. PFISTER FULLY DEVLOPED LANDS SUBDIVISION EXCEPTION. 511 LAZY CHAIR DRIVE, ASPEN CO 8161 - BEARINGS ARE BASED UPON A NO. 5 REBAR WITH A YELLOW PLASTIC CAP LS. 9184 FOUND '-I//'Â«/2/:44:/ = AT THE SOUTHMESTERLY CORNER OF LOT 3 OF SAID FINAL MAT AND AT THE WESTERLY ANGLE J POINT OF SAID LOT 3 ALSO BEING TIIE SaTHEASTERLY CORNER Of SUBJECT LOT 2 IN 'MTNESS WHEREOF SAID OWNEP(S) HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS 280. 1 . b., ='/Ip xe. - THIS SURVEY DOES NOT 9EPRESENT A BTLE SEARCH BY THIS SURVEYOR TO DETERMINE A. -~ -', ~~ DAY OF A.D. 2014 OWNERSHIP OR TO OISCOVER EASEVENTS OR OTHER ENCUMBRANCES OF RECORD ALL INFORMATION RY OWNERS PERTAINING TO OWNERSHIP, EASEMENTS OR OTHER ENCUMBRANCES Of RECORD HAS 8EEN TAKEN k li 5 Ect LLC. DATED ErFECTM NOVEMISER 2. 2012 AS COMMITMENT NO. fILE NO. PC12003032. STATE OF ) c ROU TITLE INSURANCE COMMITMENT ISSUED BY ATTORNEYS 11TLE INSURANCE ACENCY OF ASPEN. 6 LS -84 . ) 3/ ""'- all =/6 8 30.01 Â· COUN TY OF______- _) 88 E.J * COMMUNITY DEVEL,OPMINT DIRECTOR APPROVAL k: ** ~ 174â€¢ /bregoing document â€¢is ackno-ledged betone me mis -- 2*100. 64 / 89 of 2014, by . ROAD 5--11 ./Num. SJ80,VGON EXEMPnON, 511 LAZY CHAIR DRIVE. ASPEN CO 81611, aTY OF ASPEN. COUNTY Of PITION. VATNESS my hond and official sed . ~ THE THE AMENDED PNAL PLAT OF LOTS 2 & 3, ARTHUR 0. PFISTER FULLY DEVE-OPEC} LANDS 113 .... UE . &. 3 .. S TATE OF COLOR,~O R* *Ccm 70 L= 1-3 REVIEWED AND APPROVED FOR COMPLIANCE MTH I}IE APPUCABLE PROVISIONS OF THE arf OF APEN O 4 LAND USE CODE SY THE CITv OFÂ· ASPEN CONUNITY DEVELOPMENT DIRECTOR 1' THIS-DAY OF 2014. TO THE EXTENT THAT ANYâ„¢ING IN DliS FLAT IS ./39. ~15 '~~ ~ ~ ~ f~ 1>ICONSISTANT OR IN CONFUCT MTH ANY CITY OF ASPEN DEVELOPMENT ORDERS RELA'ING TO THIS PLAT APPROVAL CERTIFICATE PROPERTY OR ANY OTHER PROVISIONS OF APPLICABLE LAW. INCLUDNG BUT NOT L :UITED TO OTHER 6/25Â» 37 SÂ·,7 APPUCABLE LAWS SHALL CONTOL. IN NATNESS WHEREOF THIS DAY OF . AD. 2014. APPUCABLE LAND LSE REGULATIONS AND BUILD:NG CODES, SUCH OTHER DEELOPMENT ORDERS OP THIS AMENDED PLAT HAS BEEN APPROVED BY THE MAROON CREEK CLUB 3' 5 ~ ZOO Acres + - BY REPRESENTA-VE Ch CITY OF ASPEN COMWUNI TY DEVELOPMENT DIRECTOR ~ STATE OF- GRAPHIC SCALE B j COUNTY OF ) C'TY ENGINEER: 0 . m - ./ FO-d Aâ‚¬, 5 R-, -0 Ill N."142. ~~ ~~ Ab,te Or -n THIS PLCT WAS REMEWED FOR THE DEPICnON Of THE ENGINEERING DEPARâ„¢ENT SURVEr REQUIREWENTS. The foregoing document wos ocknowiedged before me this -. 135.00 100-00 THS _ DAY. oc --- OF 20_ do, of 2014. by 1 .ch = 50 1 . WITNESS my hgnd and offiC?at sad, CITY ENGINEER n-n c rro,nr,TrÂ· Â£ AN ATTORNEY LiCENSED TO PRACTICE LAW IN THE STATE Cf SURVEYOR'S CERTIFICATE COLORADO, OR AGENT AUTHORIZED BY A 111LE INSURANCE COMPANY, 00 HEREBY CER nFY THAT I HAVE EXAMINED THE nTLE TO ALL LANDS SHOWN UPCA -THLS PLAT AND 1, JEFFREY ALLEN TUTTLE, DO HEREBY CERTIFY THAT i AM A PROFESSIONAL LAND â„¢AT TTLE TO SUCH LANDS IS vESTEED IN SURVEYOR LICENSED UNDER THE _AWS Of- THE STATE OF COLORADO. THAT THIS CLAT 5 FREE AND CLEAR OF ALL 1/(.1.\TrY M.AP: SCALE 1" = 1000' A TRUE CORRECT AND COMPLETE PLAT Of THE AMENDED FINAL PLAT OF LOTS 2&3 UENS AND ENCUMBRANCES ONCLUDING MORTGAGES, DEEDS OF TRUST. JUDGMENTS. ARTHUR O. PFISTER FULLY DEVELOPED LANDS SUBDIVISION EXEMPTION 511 LAZY CHAIR DRIVE. EASEMENTF, CON-RACTS AND AGREEMENTS OF RECORD AFFECaNG THE REAL PROPERTY PLATTED, DEC*CATED AND ShOWN HEREON, THAT SUCH PLAT WAS VACE FROM ANI 9 ASPEN. CO 8161Â·, CITY OF ASPEN. COUNTv OF- PITK111, STATE OF- COLORADO. AS LAID OUT. IN THIS PLAT), EXCEPT AS FOLLOWS: 1 ACCURATE CONTROL SURVEY OF SAID PROPERTY BY ME, OR UNDER MY SUPERVISION IN P- 14 I THE FE_D WHICH BALANCED AND CLOSED WnTHIN A 161*T OF 1 IN 15,000 (WHICH COMPLIES WTH COLORADO PROFESSIONAL STANDARDS FOR ALTA/ ACSV LAND nTLE $; .'44&1 2-+-SITE SURVEYS) AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS CF THE LOTS. DATED THIS - DAY OF A.D., 2014 EASEMENTS AND SlREETS AS THE SAME ARE STAKED UPON lHE GROUND IN COMPJANCE , 4 /1 Â¥0 TH APPLICABLE REGULATIONS GOVERNING THE SUBDMSION OF LAND. TITLE COMPANY 4 , Ih '2 9, 41 4... : 6 1%> IN WITNESS WHEREOF, 1 HAVE SET MY HAND AND SEAL THIS - DAY OF 3 + AGENT biâ€¢APOCMCREEKRO/-'.4 I 4,\4,Â»eÂ·* A.0., 2014. OR . L. S Xii , - 4./ . I Â·*,.624*/ In JEFFREY ALLEN TUTTiI, P.L.S. #33638 Ottl 3 2 3 Ek. 1 r19. 1 e ' ~ 44 0141 '\ I t ATTORNEY L .l /* ~ .;..: <7 Q ~5\ ASPEN aTY COUNCIL APPROVAL COLORADO ATTORNEY REGSTRANON NO. ' -#44 Â· *, fut . IL 542 - .W 1 , 1/ 9, - E .re: NQIE&. EXEMPTION WAS APPROVED BY THE aTY OF ASPEN CITY COUNCIL CN THE THIS 1ST AMENDMENT FINAL PLAT OF T}Â·E ARTHUR O. P9STER FULLY DEVELOPED _ANDS SUBDIVISION ' ~A=T:Ar Lf : * . 4 43'â€¢ 4~ 1) RUN WITH THE LAND. THE PROVISIONS OF THIS PLAT AND THE OBLIGATIONS CREATED HEREUNDER SHALL BURDEN AS ORDINANCE NO.___SERIES OF ___AND RECORCED IN THE OFFICE i 1.*C' j ' 4'.I .91 '1 - ~- AND RUN WITH THE PROPERTY. THE PL-AT SHALL BIND, BE CHARGED UPON AND INURE TO THE BENEFIT OF ANYONE OF THE CLERK AND RECORDER OF PITKIN COUNTY. COLORADO AS RECEPT;ON NO. - THE ---/+5~1Â£~T/M-+10,99 i /---3/.-1 ~P ACQUIRING OR OWNING AN INTEREST 'N THE PROPERTY AND THEIR RESPECTIVE GRANTEES. SUCCESSORS, HEIRS, DED:CATIONS AND EASEMEN TS TO THE CITY 0/ ASDEN AS SHOWN PEREIN ARE HEREBY ACCEPTED 2*ot gaÂ¢ 22Â¤aer,1 EXECUTORS. ADMINISTRATORS, DEVISES. AND/OR ASSIGNS. SGNED THIS_-_DAY OF _-.-, 2014 . I JI This Plat is occepted for ming in the Office of the Clerk ond Recorder of Pitkin County, Colorodo, this-day of , 2014, Plot Book . on Page 1 i. f 41 11-2.3 31 4 ! ./4.44,1 L. 1 STEVEN SKADRON.MAYOR ond Receptton ne V â€¢ 4.RKEOUIR / ATTEST: /' 1>/3.y~*;2.'LS*-:b~ t -J J07, r. UNDA MANNING, CITY CLERK Clerk and Recorder Notut TUTTLE SURVEYING SERVICES *Â·.)~604' * 0*rud~. tgui Fcu -h,ne~ af,Â¥ :,gat *Â¢,0/ Msâ€¢d up,n Â®1/ defieÂ¢ 0 727 Blake Avenue 72< 1 ST AMENDMENT 511 LAZY CHAIR DRIVE, SRB Glenwood Springs, Colorado 81601 n- 12/23/2014 .,..W ...... -C' ..../ I. '. W' m* a~* 4,=d arhon 4-2.-4 .,Â£>n al,Â¥ dÂ©Â·c~ 9. mu ~unty 'i ce,a-,-7,4 -wre fA- te- V*,P (970) 928-9708 (FAX 947-9007) TUTTLE SURVEYING SERVICES FINAL PLAT ASPEN CO 81611 Email- jâ‚¬#Otss- us.com Creek Club Comnzon TOI .5.09 51222'08~* .-cf;/- la 81/m/8 46/ DAGK PU ... IMPR ~VEMENT SURVEY PLAT LDIE TABLE L/NE \ LING7H BEARING LA 70.09 N5513'CO"E LOT 2, FINAL PLAT OF THE 5 HighÂ£,pay 82 CURIE TABLE ARTHUR 0. PFISTER FULLY DEVELOPED LANDS SUBDIVISION EXEMPTION | CLRIE LE>VO,H RAD/US CHORD CHORD BEARING DELTA TANGENT e T ~1EE BOX Cl 92.95 215.00 92.23 N83-43'OnÂ¥ 24'46'14Â» 47.21 AS RECORDED ON APRIL 14, 1997 IN i - 1-. C2 79.28 345.00 79.11 S7735'00Â¥ 13'09'59' 39.82 1 03 130.60 185.76 127.93 N7521'32*E 4076'56' 68.13 PLAT BOOK 42 AT PAGE 45 03 254.10 250.00 243.30 N2695'56-5 5814'08" 139.25 IN THE OFFICES OF THE PITKIN COUNTY CLERK AND RECORDER 0 0 - '2 %\ COUNTY OF PITKIN, STATE OF COLORADO Site - ~S 97727'55* 0 - r - T r 9 4% 1 -24 f .1. -20 0 #-. Roa ng Fork River THE PROPERTY G SUBJECT TO THE FOLLOWING EXCEPTIONS PER SAID TITLE COMM/â„¢ENT 1 Â»- - 9 - 7. Rights to ditches and reservole used in connection with such water nghts and right of the proprietor of o veh or lode to extroct and remove .\It'.\1, his ore ther,from, should the some be found to penetrate or intersect the pramises as resined n the United States Patent doted Apr# 1 1896, 4 fe % V -3 3 --,5:M$C5:2~-2 0 , and recorded August 26. 1911, in Book 55 at Poge 191, as Reception No. 074888. 4 0 Â° ..A ' 1'Â· u~ .-- ,~ii- /0Pfmp> 51 91 4% m 4 " i .4=m,;Â£2 Â·3+ 4 1 90 8. 7-# con,60,:4 probibion* 0,90,1,0,]ts ond ob/*otions apecmed unxier the 0%,70* 0-d dated Noâ€¢embar Z 19,54 and nico,ded No,ember 15, 1950, in Book 176 at Page 79, as Receptien No. 097937, and Correction Deed doted November 7, 1958, and recorded November 10, 1958, in Book 185 ot Poge 486, as Reception No. 107215, and in Book 242 ct Poge 369A. 9475 44 Â¢196 tÂ· 2*; Na. 098360. 9. Any end di notes, eosements and recitols cs disdosed on the recorded plat recorded May 14 1951. in Pict Book 2A at Poge 144 cs Reception A.. 11,2 10. Terms. conditions, provisions. ageements and obligations apeciflid under the Agreement dated May 10, 1951, and recorded A,ne 1, 1951, in E. 92 Book 175 at Page 513 os Reception No. 098386, and Quit Claim Deed dated December 19, 1969, and recorded December 79, 1969, I Book 245 01 ' - - 03- - Page 114, 03 Reception Na 138379. and Agreement dated December 19, 1969, ond recorded December 19, 1969, 21 Book 243 at Poge 116, as Reception No. 138380, and re-recorded August 25, 1972, in Book 266 ct Page 253, as Reception No. 153537. - .4 %34 C~ B 11. T-na. condit#ons, pro*ons. ogr,emmts ond obligations sped~ed under the Leose dated May 1, 1967, and recorded February 10. 1970, if, Book ' 246 at Page 711, as Reception No- 139294, end Ammanint to Lease dated Nommber 27, 1969, in Book 246 4 Page 724 as Reception No. 139295 1 . 4- 2 - G~77'. 0'*.PH#44 .// CP. 11 0. Tree N NA, 1 34 12. Terms. conditions, provisions. agreements and ob#gations specified under the Deed of Easement doted No-mber 27, 1969, Ind recorded i-t Furuor, 10, 1974 in Book 246 01 Page 740, as Reception No. 139296. 4Â¥ d 13. Terms, conditions, provision* agreements and ob#gotions specffed under the Deed of Easement dated November 27. 1969, and recorded - Fabrudg 10, 1970. in Book 246 at Poge 746, as Receptip No. 139297, and Deed of Easement doted November 28, 1969. in Book 246 d Paige '. 752, os Reciljon No. 139298 14. Tms. cond#tions, provisions, agreements and ob#gotms specffled under the Deed of Easement doted February 2. 1970 and recorded March 18, 1970, in Book 247 4 Page 424, os Reception No. 139727. ' I'l 15. Term, conditions, provisions. ogreement, and obligations spedfied under the Grant of Eosement doted October 27, 1977, and recorded Novemb, 14 1977, m Book 338 at Page 694, os Reception No. 199364. 1 16Â· Tws. conditiona. prows,bng. egre,monts and ob/*rhbrus spacmed undw the Second Amenâ€¢nent to Lease dated Novwnber 14. 1977, ond ~ recorded No-nber 18. 1977, in Book 338 at Poge 994, os Reception No. 199510. 4 1Z Arms. cond#b,4 prows,en# agramment, and ob/*atans specmed under the Ck#t CloiÂ» Deod dat.d August 4 1982 and recordid August 25, 1982, in Book 431 01 Page 614, as Reception No. 243705. , Lot 4 1 *21 01 fl_ u i la Terms, conditions, providons, agreements and obligations specified undef the Lease Agreament dated August 4 1982, and recorded August 25. 1982. In Book 431 ct Page 627. as Reception No. 243707. 107.53' 19. Terms, conditions, provisions, agreements and obligations specified unâ‚¬* the Leose Agreement dated August 16, 1982, and recorded August 25, 1982. in Book 431 ot Page 628, as Recept/on No. 243708. 4 1Â¥1 ~ 20. Terms, cond#tions, provisions, agmements and obligotions Fecified under the Agreement dated August 8, 1982, ond recorded August 25, 1982, a=.:14aÂ» h in Book 431 4 Page 617, cs Reception No. 243708, and Amended Agreement doted Jonuary 14 1984. and reccrded February 3. 1984, in Book 460 3 49/. ct Poge 373, as Reception No. 257066. 17, 1982 ~ Mot Book 13 at Page 88, as Reception No. 244234, and the nehock Water Tank Site Plotting Exemption Plot doted June 6, 1983, and 21 Any and ol! notes, eosements ond recitols as d!Â®dosed on the recorded Dehock Water Tank Site Plott,ng Exemption Plot, recorded September 4 f 1, 2 5 2 1/ recorded mne 10. 1981 in Plot Book 15 ot Poge 5, cs Reception No. 250827 5 -2 4/i~P~ ..7% conorete - -M=.. -l~ * 1 - A '//i\\- 33.a in Book 458 ct Plge 752. as Reception No. 256282 418,4 ..di/// I ~sphdt 22. T-ns, conditions, prowslons. agreements ond obligations specified under the Agreement dated January 5. 1984, and recorded January 6, 1984. '41 1 4- 41,11 recorded Februory 3,1984. in Book 460 4 Page 366, as Reception No 257065 21 Terms, conditions. prowsions, agreements and obHgotions spe/fled under the Tax Free Exchange Ageement dated December 6, 1981 and '4 -tr - 1 1984, 0 000* 460 of Page 384. os Rec,ption No. 25706Z 24. Terms, cond#tiont prowlsiona, agreements and obligotions apecified under the Quit Claim Deed dated December 6, 1983. and recorded February 25. Terms. conditions. prowsions, ag,Â·,ernents ond obbgotions specified under the Quit Clgim Deed dated Jonuary 19. 1984. and recorded February 6, ' -Â»Â«57 4 1984. in Book 460 d Poge 573, os Reception No. 257132 + Â¥ -1 - 1 4 44 26. Terms. conditionl provisions. ogreaments and obligotions specified under the Quit Clo#n Oeed dated March 31, 1984. and recorded April 11, GRAPHIC SCALE 1984, in Book 464 at Poge 421, as Reception No. 258682, ond Clarification Deed dated September 12. 1988. and recorded February 17, 1989, in 4 2.40 Acres +/- 450 Book 586 ot Poge 147, as Reception No. 308906 27. Terms. conditions. prov#sions. ogreements and obligobons specified under the Dedication Agreement for Roads dated August 13. 1993. and % recorded November 12, 1993, in Book 730 at Poge 662, os Receptkon No. 363240. 7- CITY OF ASPEN rh 21 Turns. condition:. provfs,ons, agreements ond obbgot#ons specmed under the Access Easement Agreement doted September 8, 1991 and . + 1.j_ - 05-1.3 ifj C m =T > recorded November 12, 1991 in Sook 730 at Page 774, cs Reception No. 363255. 4Â£&- 11 1 bah - 30 ft. 29. Tms. conditions. provisions. 09reements and obligations specified under the Specid Warranty Deed dated November 11 1991 and n,corded November 12. 1991 in Book 730 at Poge 747. cs Reception No. 363250. LEGEÂ¥D _ 0 4 ~ A 30. Twms. conditions, provisions. cgreements and obligotions specined under the Special Warranty Deed dated Nov,mbw 12. 1993. and recorded 26â‚¬100 - 2 '3 - Maroon Creek Ch,b November 12 1993. in Book 730 ot Poge 793, 05 Reception No. 363257. 3 - - 1- -- - Golf Course 31. 30 foot wide Access Eosement as renected or, the St Luke's Community Health Resources, inc. Lot Line Adpstment Plat recorded November Clib.** .. 12 1993, in Pld 806 33 ct Page 3. 09 Reception No. 363254 and the Find Subdi~sion Plat & PUD for Moroon Creek Club recorded November 15, 1993, in Plat Book 33 at Page 4, as Reception No. 363275. li~ 4 Ambje WA Mnd Na 5 Rob~ #th ~ - - 32. Tws, conditions. provisfor>s. ogreements and obligations specined under the Woter Service Agreement dated Uly 26, 1993, and recorded * puw nee Pkmtic Cop LS. im184 - - Al~A 3= November 15.1993. in Book 730 at Poge 797, as Reception No. 363258. NAM)88 ELEV. 8027.94 a C.) \21 - D.-0- ... 4 X01 -* Bot. 01-0 31547 ELF. ACA 32X 33 Any ond all notes, ece,aments and recitals os disdosed on the recorded plot of Arthur O. Pfister Fully Developed Lands Subdivision Exefnption g 5 - PW recorded Apr# 14th, 1997, ih mot Book 42 at Poge 45. as Reception No. 403369, and Consent and Ratificotion of Plot dated Way 30, 2004 - 1- """-'-2 2"v - 0--"04 h U.* 1/14 h com,nwind Tr.t bi m and recorded Wne 16, 2008, cs Reception No. 550278. - =...1&= 1.i-/:7/"*0=0...0...0- 34. Temi, conditions, proviwons. agreements and obligations specifid under the Frst Amendment to Water Service Agrgement dated *,4 26. 1991 o Teephone Ped,=lat ond recorded October 17, 1997, os Reception No. 409559. 0 Farni Mon...rr. aTY OF ASPEN lad, L.=th GPS-14 % 1 L P. 2- 1 11 f- 4 /4 SUR,EyÂ·093 M?ly:7CM E ., LEGEND AND NOTES 4 IFFREY ALLEN TUTTU. BE]NG A PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, 61. 'P, V . 6 DO HEREBY CERTFY TO DAN K. GRUENEFELDT AND LAND HILE GUARANTEE COWPANY THAT THOS 0, .3-11 PROPERTY CORNER MONUMENTS, BOTH FOUND AND SEL UNDER MY DIRECT SUPERVISION AND .13-1 30454 - a *IDICA TES FOUND MONUMENT AS DESCRIBED IMPROVEUENT SURVEY WAS PREPARED FROM AN ACTUAL WONUMENT'ED L#ID SURVEY OF THE - 0 /NDICA7ES SET NO.5 REBAR & CAP A.RKED LS 33838 CHECKIN~ THAT IT #S CORRECT TO THE BEST OF MY 8EUEF AND KNOWLEDGE AND THAT ALL 17 01.ENSONS, BOTH UNEAR AND ANGULAR MERE DETERMINED BY AN ACCURATE CONTROL SUR'EY 5 9 '0 IN THE FIELD *HICH BALANCED AND CLOSED NTHIN A UNIT OF 1 IN 14000 (WHICH COMPLIES < - DATE OF SURVEY: AY 14 2012 1 -SlyF/) i ACCURACY STANDARDS FOR ALTA/ACSM LAND TITLE SURVEYS> 1 FURTHER CERTIFY THAT THE f~~~~ F.F. 8040.2 WTH COLORADO PROFESSIONAL STANDARDS FOR A LAND SURVEY PLAT AND 7}E CURRENT 2 + 2 735 T'*OS 8/51â€¢, . ~, SOUTHWESTENLY CORNER OF LOT 3 OF SAK) RNAL PLAT AND AT THE WESmRLY ANGLE POINT OF 340 LOT 3 ALSO NPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE JULY 7, 2014. EXCEPT House - BEARINGS ARE BASED UPON A NO. 5 REBAR M,IH A ELOW PLASUC CAP LS #9184 FOUND AT THE BONG 7HE SOUTHEASTERLY CORNER OF SUB.ECT LOT 2 UnLITY CONNECTIONS, ARE ENIRELY *,THIN THE BOUNDARIES OF RE PARCEL EXCEPT AS - USNG A BEAR,NG OF N 09 59'48~ BETWEEN RE nO DESCRIBED MONUMENTS. SHOVN AND THAT THERE IS NO APPARENT EVIDENCE OR NGN Of ANY EASEUENT CROSSÂ»+G Of *,b Â»ty--~/ S '. ~ \ BURDE-G AMY PART Of SAID PARCEL EXCEPT AS NOTED. Â£#TY#* - THIS PROPERTY IS SUB.ECT TO EASEMENTS. RIGHTS OF WAY AND/ Of? REQUIREMENTS AS NOTED Of? SHOUN IN ee---' THE RECORDS OF THE PITKIN COUNTY aIRK AND RECORDER. 2-1 , 4 .75:GA 1 â‚¬Â£' 2 i Cal - - ary OF ASPEN ZONING: RR (RURAL RESIDENTIAL) 1 11 0 rr _0--* M.4 . , '61 wk 4 d D,l 7,4 ! 1 4 - THJS SURVEY DOES NOT REPRESENT A 117LE SEARCH BY MS SUR~EYOR TO DE1ERM#VE OWNENSHIP OR TO IffREÂ¥ ALLEN lUTTLE LS. 33638 , DATE DISCOVER EASEMENTS OR OTHER ENCUWARANCES Of RECORD. ALL INFORMATION PERTAINING TO OWNERSHIP, 'b 9 16 A & 2 " ak / EASEMENTS OR ODIER ENCUMBRANCES OF RECORD HAS BEEN TAKEN FROM A 7?TLE COMANâ„¢ENT ISSUED BY r AT70RNEYS TITLE GUARANTY FUND. INC, DATED .UNE 22. 2012, COA,WRMENT NO. PC12002974. -. . 8, 912. g HOUSE DETAIL 1Â»= 20' - ' : VICINk MAP 1"4 2000' TUTTLE SURVEYING SERVICES Drawn by: DUC ***I to Coâ€¢knd, late you .u,Â·SW e.*Â»n*4-r/ 727 Blake Avenue 2: \2014\PFISTER *I ./. *.M 6.-4 19,8 1â€¢9 *f,f ' 14 -ee lot 2, Pfister Det. 12 /02 /2014 #AL, >wrwy -WA~, Uw,Â·- Â¥,ar~ *01, Ir-# .....r ..A */DI' ir, m ./In.4 *. OF 2 Glenwood Â»ags. 6 vorado 81601 ~ IMPROVEMENT SURVEY PLAT Pitkin County, Colorado. 81623 \LOTS23TCPO\ alk, zae; ana- ha#*ne <In, defea - (970> 928-3708 JAX 947-9007) 40~, ,-Â·-0 8, e-nmrn.-,d e,~r, th#M *5 LOTS2&:ACCESS fvwn the 4-* of .* c.â€¢40Â¢ahon 3.Kou=n 8Â¥nail- je#OÂ¢88-us.oem TUTTLE SURVEYING SERVICES PASTERISP.DWG 47 roon Creek Club on IMPROVEMENT SURVEY PLAT AS-BUILT SURVEY LOT 2, FINAL PLAT OF THE ..4,1 -%*- ARTHUR 0. PFISTER FULLY DEVELOPED LANDS SUBDIVISION EXEMPTION 0/4 /6 0 AS RECORDED ON APRIL 14, 1997 IN PLAT BOOK 42 AT PAGE 45 - 0 2 -- -i-4 2 Eli IN THE OFFICES OF THE PITKIN COUNTY CLERK AND RECORDER 22 COUNTY OF PITKIN, STATE OF COLORADO . / --244 N K . -t- 1 --kk .- *W. Ii- '..... - - W 7 v h ~ % 1@ b N0959'400'W _ 22058 bo --1 < ACCESS EASEMENT TO BENEFIT LOT 2 (ALONG EXISNNG DRIVE) # /8 144 11 i R N :=, H' /4, 40 d 6= R Maroon Creek Club V j f * Lt Co*uno'n ~,9 1 - 103 â‚¬10 \...L':23 5. ~3% 51 01 9-X //--"Â»-2 08 ----r - ti j 4Ei .'b- A 40. k - 'laEr=579 / 0 . T , - câ€¢ + 4 it - ~ ~~~~1. GRAPHIC SCALE 3 g t C = l=r) St 1 -h - 80 ft 4% 2 / 1 Maroon Creek Club 2 #~:&/ //f/1. 21 *6 Golf Course U m ,*Aig.1&,114 8085 ~ _ 0 -- - indicates ,lopes of 0-20% (no hatching) 31.470. S.F.. AREA 30% 02 e - Indicates stopes of 20%-30X (Dots) 39.098 S.F., AREA 38X f 1.A 00444 111 4 - Â° ~ - Indicotes Wopes of 30% crld grecter (Doshed) 33,547 St AREA 32% - This #mprovernent Survey wes performed in March, 2014. r 82 04 FIRM #08097C0203C dated June 04, 1987. -44.22>v 800 176. . 4?d? - Due to snow coker ct time of survey some knproÂ¥,ments and topogroph#cal fectures - 1his crea Is in Zone X (area outside of 500 >ecor Rood plob) per may not be shown, some of the site deto# has been taken *Â·om previous suneÂ» Uadsv JO 4 L '707 gÂ«2 4 14 Â· i t-- d 41 (0 0 fie/~ck -Road Â¥9'.et, TUTTLE SURVEYING SERVICES Drown by: DAIC -ef lot 2, Access Road Pfister Dot.Â· 12/02/2014 Accs,0,9 te Cotorocdo b~,0 you ",4,1 ..0,â€¢wn-re -/ Uy. arne,â€¢ 6,1.d upon .1/ dâ€¢ject tn 727 Blake Avenue IMPROVEMENT SURVEY PLAT - Z. \2014\PASTE-R 6%1> 76 r.y * *'4*, a,re y...." 4/;0,9 you .rd .7/0-, â€¢R,-4 .*rt . 7. ...4 "=v Glenwood Springs, Colorado 81601 Pitkin County, Colorado. 81623 'Â·,LOTS.237-OPO; - "11 14 " 24 #"in *i:.d u,wn â€ž/ 4,4,Â·t Ut (970) 928-9708 (FAX 947-9007) 0/1, 1.1/.y .U comm':,-r.4 -6,/ 'Aan "n lea., TUTTLE SURVEYING SERVICES LOTS2&ACCESS PBSTER!SP.DWG Emag-- jeyDtaa--us. com OF 2 .. INDEX OF PRIOR APPROVALS Lease Agreement, dated August 16,1982 Reception Number 243707 Book 431, Page 627, Recorded August 25, 1982 (1 Page) SUBDIVISION Lot 2 Author O Pfister Fully Developed Lands Subdivision Exemption Lease Agreement, dated August 16,1982 General Land Office Patent - August 26 1911 Recepbon Number 243708, Book 431, Page 628, Recorded August 25, 1982 (3 Pgs) Recepbon Number 074888 Book 55 Page 191 (1 Page) Â· Water nghts to ditches and rese/oirs Agreement, dated August 8 1982 Mineral extractl on right Reception Number 243706, Book 431 Page 617, Recorded August 25. 1982 (10 Pgs) and Amended Agreement dated January 15 1984 Warranty Deed dated November 7 1950 Recephon Number 257066. Book 460 Page 373 Recorded February 3 1984 (11 pgs) Reception Number 097937 Bcok176 Page 79, recorded November 7 1958 (1 Page) Tiehack Water Tank Site Platting Exemption Plat dated September 10,1982 Corrieion Died dated November 7 1958 Reception Nurnber 244234. Plat Book 13 Page 88, Recorded September 17,1982 (1 Page) Recephon Number 107215, Book 185 Page 486 (and in Book 242 Page 369A) (2 Pgs) Tlehack Water Tank Platllng Exemption Plat dated June 6 1983 Recorded Plat May 18: 1951 Recepton Number 250827, Plat Book 15: Page 5 Recorded June 10, 1983 01 Page) Recepbon Number 098360 Plat Book 2A Page 146 (1 Page) Agreement dated January 5 1984 Notes easements and recitals Recepton Number 256282 Book 458 Page 752 Recorded Janualy 6! 1984 (6 Pgs) Agreement dated May 10 1951 Recepbon Number 098386 Book 175 Page 513 (2 pgK recorded June 1, 1951 (2 Pgs) Tax Free Exchange Agreement dated December 6 1983 Recept]In Number 257065. Book 460 Page 366. Recorded February 3,1984 (7 Pgs) Quit Claim Deed dated December 19.1969 Quit Claim Deed, dated December 6,1983 Recepbin Number 138379, Book 245 Page 114 recorded December 16.1969 (2 Pgs) Recephon Number 257067, Book 460 Page 384 Recorded February 3,1984 (4 Pgs) Agreement dated December 19 1969 Quit Claim Deed, dated January 19, 1984 Reception Number 138380, Book 245. Page 116 recorded or, December 16.1969 (3 Pgs) and re-recorded on August 25,1972 as Reception Number 153537. Book 266, Page 253 (2 Pgs) Reception Number 257132. Book 460 Page 573 Recorded February 6. 1984 (2 Pgs) Lease Agreement dated May 11967 Quit Claim Died, dated March 31,1984 Recepbon Number 139294, Book 246 Page 711 recorded February 10,1970 (18 Pgs) Reception Number 258682. Book 460, Page 384, Recorded Ap,il 11, 1984 (5 Pgs) and CIar,fcat,on Deed, dated September 12.1988 Amended Lease Agreement dated November 27, 1969 Recephon Number 308906 Book 586, Page 147 (3 Pgs) Receptlon Number 139295, Book 246 Page 728 Recorded Februa,y 10,1970 (12 P gs) Resolution No 91-111 of BOCC 1041 Environ mental Hazard Review, Dated June 11, 1991 Deed of Easement dated November 27 1969 Recepcon Number 336728, Book 657, Page 306, Recorded September 23,1991 (21 Pgs) Recephon Number 139296, Book 246 Page 740 Recorded February 10.1970 (6 Pgs) Amendment to Resolubon No. 91-112 of the BOCC, dated August 7, 1991 Deed of Easement dated November 27,1969 Reception Number 336729, Book 657 Page 384, Recorded September 23, 1991 Recephon Number 139297. Book 246 Page 746 Recorded February 10,1970 (6 Pgs) Dedication Agreement for Roads dated August 13 1993 Deed of Easement dated November 27,1969 Reception Number 363240 Book 730 Page 662 Recorded November 12,1993 Recephon Number 139298. Book 246, Page 752 Recorded February 10,1970(2 Pgs) Access Easement Agreement dated September 8.1993 Deed of Easement dated February 2 1970 Recepbon Number 363255. Book 730 Page 774, Recorded November 12,1993 Reception Number 139727, Book 247, Page 424 Recorded March 1 B. 1970 (4 Pgs} Special Warranty Deed, dated November 12,1993 Grant of Easement dated October 27.1977 Recephon Number 363250. Book 730 Page 793, Recorded November 12,1993 Recephon Number 199364, Book 338, Page 694 Recorded November 15.1977 (4 Pgs) Special Warranty Deed, dated November 12,1993 - Second Amendment to Lease, dated November 14 1977 Recepbon Number 363257. Book 730, Page 793, Recorded November 12,1993 Recepbon Number 199510, Book 338 Page 994 Recorded November 19.1977 (4 Pgs) Quit Claim Died. dated August 8 1982 Lot Line Adjustment Plat, dated August 13,1993 Reception Number 243705, Book 431 Page 614 Recorded August 25.1982 (3 Pgs) Recep!]on Number 363254 Plat Book 33, Page 3 Recorded November 12,1993 Final Subdivision Plat & PUD for Maroon Creek Club RECEPTION#: 611200, O/18/2014 at 01:13:06 PM, 1 OF 4 R $26.00 Doc Code ORDINANCE Janice K. Vos Câ€¢udill. Pithin County. CO WHEREAS, the Aspen City Council finds that thus ordinance furthen and is necessary for ORDINANCE NO. 12 (SERIES OF 2014) the promotion of public health. safet>. and welfare .AN ORDINANCE OF THE CITY OF ASPEN CITY COUNCIL APPROVING A MINOR NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE C]TY SUBDIV]SION AMENDMENT AND ANN AMENDMENT TO THE ANNEXATION OF ASPEN, COLORADO, as follows: AGREEMENT FOR THE ARTHUR O. PFISTER SUBDIVISION LOTS 2 AND 3, CITY An amendment to the Arthur O. Pfister Subdivision Exemption, 1-ots land 3, and an amendment OF ASPEN, PITKIN COUNTY, COLORADO. to the development provisions of the water service agreement for the Lots are hereby approved with the following conditions of approval Parcel ID Lo, 2: 2735-1 13-02-002 Parcel ID Lut 3: 2735.1 13-02-003 Section 1 : Applicabilirv of CitÂ¥ Development Requirememts 1 he allowances and limitations fur the development of Lots 2 and 3 approved by Pitkin County WHEREAS, the Community Development Department received an application for the and contained within City of Aspen Ordinance No. 40, Series !996: the provisions of the water properties known as Lots 2 and 3, Anhur O. Pfis,er Subdivision F.xemption. located at 511 Lazy service agreement related to development allowances and limitations: the subdivlion plat Chair Lane, Aspen. Colorado, from owners I.a,y Chair 1.05 2,1.1.C; and, lazy Chair Lot 3, Ll.C, approved by Pilkin County and recorded at Book 42 Page 45: and, previous land use approvals represented by Steev Wilson of Forum Phi Architects, and. granted b> Pitkin County including all finding, interpretationg and amendments shall be WHEREAS, the application seeks to amend the Subdivision approval granted by Pitkin considered voided upon recordation of the Subdivision Amendmenn Plat. County prior to annexation ot the property into the Cit> of A:,pen and amend the =mation agreement with the City of Aspen. both of which set forth certain development allowances and Lots 2 and 3 shall remain subdivided lots within the City of Aspen. each #ith one development right, and shall allow development in accordance with the City of Aspen development restrictions, and, allowances and limitations including. but not limited to, the City of Aspen Land Use Code. the WHEREAS, the properties were annexed into the Cit> of Aspen bv the adoption 01 Rural Residential (RR) mne district as may be amended from time to time or as the property Ordinance 34, Series 1996, which ordinance accepted certain development allowances and may be otherwise rezoned to another district. the Urban Runoff Management Plan, and restrictions placed on the propert> by Pitkin County, und applicable building and fire codes. WHEREAS, the properties were also subject of a Water Service Agreement with the City of Aspen (an exhibit to Ordinance 40. Series 1996) which agreement specified certain The pmisions of the ~ater service agreemeni and the City's standards and requiFements development allowances and restrictions: and. pertaining to the delivery 01 potable water to the propert~es shall be unaffected by this Ordinance. WHEREAS, pursuant to Section 26 480.090. City Council may approve minor Lot 2 shall be subject to an 8040 Greentine Review. pursuant to Chapter 26.435 of the City's amendments to an existing subdivision approval, and. Land Use Code as said Chapter may be amended from time to time. hit 3 is not within the 8040 WHEREAS, pursuant to Section 26.304, the City Council may amend the provisions ofa Greentine areaand is not subject to this review. previously adopted ordinance. specifically Ordinance No. 40. Series 1996: and. The developer of both lots shall work with the City of Aspen Parks Department to minimize WHEREAS, the Community Development Department received refenal comments from disturbance to native "egetation and preserve groupings of the native Gambrel Oak City Engineering. Building Department. lire Protection District. Parks Department. and City Utilitie3 as a result of the Development Review Committee meeting. and. Section 2: Plat Filing WHEREAS, the Aspen City Council has reviewed and considered the development Pursuant to Chapter 26.490 - Approval Documents. ihe Mord owners of Lots 2 and 3 shall proposal under the applicable provisions of the Mumcipal Code as identilied herein, opened a duly prepare and submit a Subdivision Amendment Plat to be reviewed to ensure each item and noticed public hearing. considered the Application. received presentation from the Applicant. condition 01 approval is documented to the satislact,on of the Community Development considered the comments and recommendations of the Community Development Director, Director. the City Engineer. and the City Attorney prior to final signatures by the Mayor and considered comments and recommendations from other members of City staff and referral recordation. A Development Agreement is not needed. agencies, considered comments and suggestions offered by members of the public, considered question responses by staff and the Applicant. considered comments und discussion by fellow The Subdivision Amendment Plat shal] grant a perpetual 30-foot wide access easement through Council members; and. I.ot 3 for the purposes of providing adequate access to lot 2. The easement shall be generally WHEREAS, the Aspen City Council finds that the development proposal with certain along the alignment of the existing driveway. conditions attached meets or exceeds all applicable development standards of all applicable land use reviews as identified herein, and. The subdivision plat shall contain a note prohibiting development above the 8060-foot elevation line on Lot 2, except as reasonable necessary for ut,lity infrastiucture. storm water mitigation. . maintenance or restoration of native landscape, and wildfire mitigation needs. Ordinance No I 2, Series 20 I 4 Page ] of 4 Ordmance No. 12. Serie, 2014. Page 2 of 4 FORUM PHI 715 West Main Street. Suite 204 Aspen, Colorado 81611 P: 970.279.4157 1- 866.770.5585 Reception Number 363275: Plat Book 33, Page 4, Recorded November 15,1993 Water Serv,ce Agreement dated July 26, 1993 Recephon Number 363258: Book 730. Page 797. Recorded November 15,1993 First Amendmentto Water Service Agreement. dated July 26.1993 Reception Number 409559: Recorded January 17 1996 511 Lazy Chair Access Easement Agreement dated November 19.1993 Recephon Number 364074: Book 733, Page 590, Recorded December 2,1993 511 Lazy Chair, Aspen, CO, Golf Course Easement Agreement dated December 8 1993 81611, USA Reception Number 364890 Book 735 Page 400, Recorded December 15,1993 Resolubon Number 94-239 of BOCC dated December 20 1994 Receptlen Number 379407 Book 775. Page 282. Recorded March 2 1995 Author O. Aster Fully Developed Lands Subdivision Exemption Plat Recephon Number 403369 Plat Book 45. Page 42 /23\ I Consent and Rabficabon of Plat, dated May 30 2008 Recepbon Number 550278 Recorded June 16.2008 (437 9%1 / STEVEN j Ordinance 34, Series 1996 - Marion Creek Club Subdivision (South) Property Annexatlon, dated |*| WILSON )*| August 26,1996 1 r< 402127 h / Reception Number 41985, recorded February 21,1997 An Ordinance of Ihe Aspen City Council Granting a Rezoning for the Maroon Creek Subdivision In Conjunction Mth Annexahon Into the City of Aspen dated October 28,1996 Recepbon Number 403224: Recorded April 8.1997 Maroon Creek Club Subdivision (South) Annexabon Plat Recepbon 401571 Plat Book 41, Page 76, Recorded February 6,1997 This annexabon includestwo Out Parcelscontaining 2 197 acres and 5.840 acresof the Maroon Creek Club Subdiv,Sion and PUD plot. CONSULTANTS Improvement Survey Plat, dated July 18, 2012 SURVEYOR rincroachment of Golf Tee and Sept Lids Tuttle Surveying Services Ordinance 12, Series 2014 - An ordinance of the city of Aspen City Council approving a Minor Jeff Tuttle Subdivision Arnendment and an Amendment to the Annexation Agreement for the Arthur 0 823 Blake Ave. Pfister Subdivtsion Lots 2 and 3 City of Aspen Pitktn County Colorado Reception Number Glenwood Springs, CO 81601.0 611208 Book _ _, Page - Recorded June 18 2014 ieff@ts.us.com Parcel ID Lot 2 2735-113-02-002 Parcel ID Lot 2 2735-113-02-003 (970) 928-9708 CIVIL l' Amendment Final Plat Recorded T BO Roaring Fork Engineering Richard Goulding Suite 200b, 0123 Emma Rd. Basil, CO 81621 r,chardg@deng.biz (970) 948-7474 MECHANICAL TBD STRUCTURAL TBD date of publication of the notice of final development approval as required under Seclion The subdivision plat shall contain a note prohibiting development below the golf cart path on Lot 26.304.070<Al The rights of referendum shall be limited as set forth in the Colorado 3, except as reasonable necessar' for utility infrastructure, stem water mitigation. maintenance Conmitution and the .Aspen Home Rule Charter. or restoration ok native landscape, and wildfire mitigation needs. CONTRACTOR Section 6: Kevin MICIure Section 3: ZoninI Map Correction This Ordinance shall not affect any existing litigation and shall not opente as an abatement of P OÂ· Box 6957 rhe Communit> Development Director shall cause the Official Zone Distnct map to rtfled Lots an, action or proceeding now pending under or b, virtue of the ordinances repealed or amended Snowmass Village, CO 81615 1,2. and 3 of the Pfister Subdivision as located In the Rural Res,dential (RR) Zone District ass herein pro,ided, and the same shan be conducted and concluded under such prior ordinances kvnmcclure@gmail. com without a Planned Development Owerlay 'lhe map incorrectly indicates this overlay. 970-379-9088 hikall Section 4: Reoresentations Preserved If any section. subsection. sentence, clause. phrase. or ponion of Ihis Ordinance ks for any reason 12/24/2014 DATE OF PUBLICATION All material representations and commitments maile by the Applicant pursuant to the held invalid or unconsmutional in a court of competen, lu,isdiction. such portion shall be development proposal approvals as herein awlirded. whether in public hearing or documentation deemed a separate. distinct and independen, provigion and *all no{ amxt The walidify of the presented before the Community Development Department or the Aspen City Council are hereby remaining portions thereof incorporated in such plan development approvals and lhe same shall be complied with as if fully set forth herein, unless amended by other specific conditions. Sectio~ 8. rhar the Cit, Clerk is directed, upon the adoption of this Ordinance. to record a cop, of thus Section 5: Vested Rights Ordinance in thÂ¢ office of the Pitkin County Clerk and Recorder. Ille development app#ads gmnted herein shall constitute a site-specific development plan vested for a period of three (3) years from the date of issuance of a development order. Howeker, any Section 9: failure to abide by an> of the terms and conditions attendant to this approval shall ,â„¢.Ilt in the A public hearing on the Ordinance was held on the 27" day of May. 2014. al 500 in the Ciry forfeiture of said iested property righis. Unless olherwise exempted or extended. failure to Coun~il Chambers, City hall. 130 South Galena Street. Aspen Colorado. fifteen ( 15) days pnor to properly submit all plats and agreements requimd to k recorded, as specified herein. within one which hearing a public notice of the same ~as published in 3 newspaper of genernl cimulaliâ€¢in year of the effective date of the development order shall also result in the forfeitum of said wilhin the City of Aspen vested propeny rights and shall render the development order void within the meaning of Section 26 104.050 (Void pennis). Zoning that is not parl of the approved site-specific development Seltle' 20: P&Z 12/24/15 8040 GREENLINE plan shall not result in the creation of a vested property right. This ordinance ihall bixome efrect,% c Ihirty ( 30) dar following final adoption. -- - - - - SD 12/4/14 SARC SUBMISSION No tater than fourteen (14) days follow,ng final approval of all requisite reviews nuary to obtain a development order as set forth in this Ordinance. the Cit> Clerk shall cause to be published in a INTRODUCED, READ AND ORDERED PLBLISHED as pro,ided ba laâ€ž. by the City PROJ ECT NO: 1420 newspaper of general circulation w,thin the jurisdictional boundaries of the City of Aspen. a notice Council of the City of Aspen on the 12' da> of Me. 2014 DRAWN BYÂ· SEM advising the gener:l public of the approval of a site specific development plan and creation of a vested propeny right pursuant to this Title, Such notice shall be iubstantially in the following form: Att,St: COPYRIGHT FORUM PHI, LLC - 41 1 1:J Notice is hereby gi~en to the general public of the appruval of a site specific development to(GRO 1-il".1~'A-119 ZONE DISTRICT RR plan. and the creation of a vested property right. valid for a period of three (3) years. Li.da Manning. City Clerk Ste." 4.dron. MRAr pursuant to the Land Use Code of the Cit> of Aspen and 'Title 24, Article 68. Colorado PARCEL ID # 273511302002 Revised Statutes. pertaining to the fullowing described property: Firm Amendment to the Ft:NALLY, ack}pred. passed and approved this 27' day of May, 2014. LEGAL DESCRIPTION Arthur O. Pfister Fully Developed Lands Subdivision Lots 2 and 3. City of Aspen. Pitkin County Colorado. as more fully described in City of Aspen City Council Ordinance No A,91: / f :r 1 _. Series 2014. Â¥ 2 1 1 AA 1+K'M-10 4 EXEMPTION Lot: 2 1+ C L i - Subdivision: ARTHUR O PFISTER 11 I 346 <w- Nothing in this approval shall exempt the de,clopment order from subsequent reviews and IN* Manning, Cit, Clerk < StÂ¢41, Skallrox Mayor approvals required by this approval of the general rules, regulations and ordinances or the City of Aspen provided that such reviews and approvals are not inconsistent with this approval. SHEET TITLE Appre, ed al to form: I he approval granted hereby shall be subject to all rights of referendum and judicial review: the - period uf time permitted by law for the exercise of such rights shall not beg,n to run until the J*-0 R. True. City Afterne Z-001 Ord]INGINI 12. Suneâ€¢2014 / LÂ»mnance No 12, Sencs 2014 Page 3 of 4 Pahjof4 INDEX OF PRIOR APPROVALS I . . I Maroon Creek Club Golf Course 1 ST AM_EN_D M_ENT F INAL PLAT S77Â·2755'E 336.00 OÂ¥ THE CEE-%/ 11.-....0~ ARTHUR 0. PFISTER FULLY DEVELOPED LANDS SUBDIVISION EXEMPTION Elrl'=5--- 511 LAZY CHAIR DRIVE, ASPEN COLORADO, 81611 '94.(6% 1 CITY OF ASPEN. COUNTY OF PITKIN, STATE OF COLORADO THE PURPOSE OF THIS PLAT IS TO AMEND AND UPDATE DEVELOPMENT S77755*E ALLOWANCES AND RESTRICTIONS FOR LOTS 2 AND 3 OF THIS SUBDIVISION TO r 1%, 941 70.00 2 0 1 CONFORM TO CITY OF ASPEN ORDINANCE 12, SERIES 2014. 1 3. 3 2 d LEGEND AND NOTES: CERTIFICATE OF DEDICATION AND OWNERSHIP a INDICATES FOUND MONUMENT AS DESCRIBED KNOW ALL MEN BY THESE PRESENTS: ..4 F .Â· Mlep'00'OOE 120.00 / - 0 INDICATES SET NO. 5 REBAR & CAP MARKED LS 33638 THAT THE UNDERSIGNED BEING SOLE OWNERS IN FEE SIMPLE OF ALL THAT '// Â· REAL PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: e s f // 4, of *43 +1 - - DATE OF SURVEY: MARCH, 2014. LOT 2 & LOT 3, ARTHUR O PFISTER FULLY DEVELOPED LANDS SUBVISION EXEMPTION 8 Â· ACCORDING TO THE FINAL PLAT RECORDED IN PLAT BOOK 42 AT PAGE 45 41 4 4 7/ - SAID PARCEL IS ENTIRELY WITHIN "ZONE X AREA DETERMINED TO BE OUTSIDE OF 500 YEAR 2 4 2 FLOOD PLAIN" PER FEMA FLOOD INSURANCE RATE MAP, PANEL 203 OF 325. r - LEGAL DESCRIPPON CONTAINING 2.4 ACRES AND 2.0 ACRES RESPECTIVELY, MORE OR LESS. HAVE CAUSED THE DESCRIBED 46 REAL PROPERTY TO BE SURVEYED, LAID OUT AND PLATTED AS SHOWN ON THIS LOTS 2&3 OF THE ARTHUR 0. PFISTER FULLY DEVELOPED LANDS SUBDIVISION EXEMPTIO ARTHER O. PFISTER FULLY DEVLOPED LANDS SUBDIVISION EXCEPTION, 511 LAZY CHAIR DRIVE. ASPEN CO 81611 ACCORDING TO THE FINAL PLAT RECORDED IN PLAT BOOK 42 AT PAGE 45, PITKIN COUNTY, CO CiTY OF ASPEN. COUNTY OF PITKIN, STATE OF COLORADO aTY OF A,EN .0 - BEARINGS ARE BASED UPON A NO. 5 REBAR WITH A YELLOW PLASTIC CAP L.S. 9184 FOUND M..3 AT THE SOUTHWESTERLY CORNER OF LOT 3 OF SAID FINAL PLAT AND AT THE WESTERLY ANGLE 260.00 ge:F Ca,- Eg~--t (hotc- * POINT OF SAID LOT 3 ALSO BEING THE SOUTHEASTERLY CORNER OF SUBJECT LOT 2. IN WITNESS WHEREOF SAID OWNER(S) HAS CAUSED HIS NAME TO BE HEREUNTO SUBSCRIBED THIS A, -cWWcaly ...Irt not h 80.735 I ...0 DAY OF A D. 2014 - THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR TO DETERMINE BY: ik OWNERSHIP OR TO DISCOVER EASEMENTS OR OTHER ENCUMBRANCES OF RECORD. ALL INFORMATION 24 8 2 Found No. 5 Rebar PERTAINING TO OWNERSHIP, EASEMENTS OR OTHER ENCUMBRANCES OF RECORD HAS BEEN TAKEN OWNERS with Ye#ow Plestic Cop FROM TITLE INSURANCE COMMITMENT ISSUED BY ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN. B B L.a .184 , s LLC. DATED EFFECTIVE NOVEMBER 2, 2012 AS COMMITMENT NO. FILE NO. PC12003032. STATE OF ) *,O.ELEK /022. AC ~ Â¢0 -@63~ 8 e ) SS. 26 COUNTY OF N77Â·0;35*W anÂ· 9 Aye, S - 1 E 250.00 COMMUNITY DEVELOPMENT DIRECTOR APPROVAL The foregoing document was acknowledged before me this _-- - 1: day of 2014, by THIS THE AMENDED FINAL PLAT OF LOTS 2 & 3. ARTHUR 0. PFISTER FULLY DEVELOPED LANDS 30' ROAD ...."ENT INW.Â£1 t' 0 k- av 'CÂ£*ms 70 40;S / AM7 3 STATE OF COLORADO TO .ST LOT LIE OF LOT 3 SUBDIVISON EXEMPTION, 511 LAZY CHAIR DRIVE. ASPEN CO 81611, CITY OF ASPEN. COUNTY OF PITKIN, WITNESS my hand and official seal REVIEWED AND APPROVED FOR COMPLIANCE WI TH THE APPLICABLE PROVISIONS OF THE CITY OF ASPEN . INCONSISTANT OR IN CONFLICT WITH ANY CITY Of ASPEN DEvELOPMENT ORDERS RELATING TO THIS PLAT APPROVAL CERTIFICATE LAND USE CODE BY THE CITY OF ASPEN COMMUNITY DEVELOPMENT DIRECTOR 01 ~ t:*3 1 THIS-___-DAY OF _ _ .._ . 2014. TO THE EXTENT THAT ANYTHING IN THIS PLAT IS g/2>, * Lot 3 APPLICABLE LAND USE REGULATIONS AND BUILDING CODES, SUCH OTHER DEVELOPMENT ORDERS OR THIS AMENDED PLAT HAS BEEN APPROVED BY THE MAROON CREEK CLUB PROPERTY OR ANY OTHER PROVISIONS OF APPLICABLE LAW, INCLUDING BUT NOT LIMITED TO OTHER .0 c 2.00 Acres + . APPLICABLE LAWS SHALL CONTOL. IN WITNESS WHEREOF THIS DAY OF A. D. 2014. BY: REPRESENTATIVE CITY OF ASPEN COMMUNITY DEVELOPMENT DIRECTOR 1 STATE OF- 1 ) SS. J CITY ENGINEER: COUNTY OF.._) Found No. 5 Rebar \ *Rh Ye#ow Plastic r,ip N9000'00~W 3/ LE ~9184 135.00 100.00 THS PLAT WAS REVIEWED FOR THE DEPIC-BON OF THE ENGINEERING DEPARTMENT SURVEY REQUIREMENTS. The foregoing document was acknowledged before me this THIS _ DAY. OF -.- OF 20_ day of 2014. by ----------------. If z_-..:6-----8- WITNESS my hand and official seal. CITY ENGINEER TITLE CERTIFICATE: 1, AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF PLAT: SCALE V = 50' SURVEYOR'S CERTIFICATE COLORADO, OR AGENT AUTHORIZED BY A TITLE INSURANCE COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND 1, JEFFREY ALLEN TUTTLE, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND THAT 11TLE TO SUCH LANDS IS VESTEED IN SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS , FREE AND CLEAR OF ALL VICINITY MAP: SCALE 1" = 1000' A TRUE. CORRECT AND COMPLETE PLAT OF THE AMENDED FINAL PLAT OF LOTS 2&3 UENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, ARTHUR O. PFISTER FULLY DEVELOPED LANDS SUBDIVISION EXEMPTION, 511 LAZY CHAIR DRIVE, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY #- J I PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN 252 n - ASPEN, CO 81611, CITY OF ASPEN. COUNTY OF PITKIN, STATE OF COLORADO, AS LAID OUT, IN THIS PLAT), EXCEPT AS FOLLOWS: 9 jg,3~7**~ %* , f _J- ACCURATE CONTROL SURVEY OF SAID PROPERTY BY ME, OR UNDER MY SUPERVISION IN THE FIELD WHICH 8ALANCED AND CLOSED WITHIN A UMIT OF 1 IN 15,000 (WHICH COMPUES WITH COLORADO PROFESSIONAL STANDARDS FOR ALTA/ ACSM LAND TITLE 1!-il . t, 1 : -31 SURVEYS) AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, DATED THIS . DAY OF A D., 2014. J *. kiÂ·WrÂ·Â·Â·ti;*4\-7-fr SITE EASEMENTS AND STREETS AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE i + I \ 11 7 f i /W-- WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. BTLE COMPANY~ 14 ! 1 iÂ»,A 6 IN WITNESS WHEREOF, 1 HAVE SET MY HAND AND SEAL THIS -- DAY OF : CaÂ·J 21Â¢64 19 .1) --2541? , A.D., 2014. ~4â€ž.XtICREEK RI~,24,4 -VY C r,"t r. OR - ir AGENT 1 1 1 4/ ; ' ~1294 'ASM 49 , ~ i ~4 ~ 9Â¥Â· "0~' *9*r Â· Â·U JEFFREY ALLEN TUTTLE, P.L. S. #33638 %11 106 3; .~ r--19 1 4974$1' '/-1\: 4. r; 11 I - mIQ:<-I'll! 1 9' - \.1 4- 4 ATTORNEY ASPEN CITY COUNCIL APPROVAL COLORADO ATTORNEY REGISTRA Il ON NO â€¢ ip Fllip:tÂ«~:11 <.0 Â·n:A-i --41 1 , f -71) . 4.0 ~-' E:1.A#.i NOTES: EXEMPTION WAS APPROVED BY THE CITY OF ASPEN CITY COUNCIL ON THE THIS 1ST AMENDMENT FINAL PLAT OF THE ARTHUR O. PFISTER FULLY DEVELOPED LANDS SUBDIVISION 'r-=-â€¢-=r-;r-WJ~ 0 { 0 + 9/. t' ' 418'l,P 9 .,ile 1) RUN WITH THE LAND. THE PROWSIONS OF THIS PLAT AND THE OBLIGATIONS CREATED HEREUNDER SHALL BURDEN AS ORDINANCE NO.__SERIES OF _____AND RECORDED IN THE OFFICE 1 , _~ ~/1 AND RUN WITH THE PROPERTY. THE PLAT SHALL BIND, BE CHARGED UPON AND INURE TO THE BENEFIT OF ANYONE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO AS RECEPnON NO. _-. THE ril. R.,1 2.9 1 ACQUIRING OR OWNING AN INTEREST IN THE PROPERTY AND THEIR RESPECTIVE GRANTEES, SUCCESSORS, HEIRS. DEDICARONS AND EASEMENTS TO THE CITY OF ASPEN AS SHOWN HEREIN ARE HEREBY ACCEPTED. CleÂ£k and Recorder's EXECUTORS. ADMINISTRATORS, DEVISES. AND/OR ASSIGNS. , 1 .42-311 42 8 SIGNED THIS___DAY OF .... 2014 This Plot is accepted for fiting in the Office of the Clerk ond Recorder of Pitkin County, Colorcdo, this - dey of 2014, Plot Book -, on Page STEVEN SKADRON, MAYOR and RecepEon no ATTEST: Rjr LINDA MANNING, CITY CLERK Clerk and Recorder Nottee TUTTLE SURVEYING SERVICES Accordv,g / Cotoâ„¢de taw. yau must Imme 4 legal actwi based upm any defect in 727 Blake Avenue 92Â£ 1 ST AMENDMENT 511 LAZY CHAIR DRIVE, D..... AyÂ·Â· SRB/4 W th:s sunueÂ¥ wdhm three years Wter you firs' dato-r #ch 6/,cl . M ele:t ma# Glenwood Springs, Colorado 81601 Date.Â·07/29/2014 any legai action based upon any defect kn thls .surveÂ¥ 62 comm,i,ced moiÂ·Â£ than ten Â¥,ars (970) 928-9708 (FAX 947-9007) from the dait of 'he ccrt.catton shown TUTTLE SURVEYING SERVICES FINAL PLAT ASPEN CO 81611 Acreen Email- je#Otss-us.com Creek Club Common 250Â·00' .el.69.60 '0. ... LINE TABLE IMPR~EMENT SURVEY PLAT LjNE LENGTH BEARING Ll 10.09 N5513'00'E LOT 2, FINAL PLAT OF THE Highway 82 CUR"E TABLE ARTHUR 0. PFISTER FULLY DEVELOPED LANDS SUBDIVISION EXEMPTION CURVE LENGTH RADIUS CHORD CHORD BEARING DELTA TANGENT 7 ~ TEE BOX 01 92.95 215.00 92.23 N83'43 07-W 2446'14* 47.21 AS RECORDED ON APRIL 14, 1997 IN J 02 79.28 345.00 79.11 57755'00"E 13'0939" 39.82 PLAT BOOK 42 AT PAGE 45 C3 130.60 185.76 127.93 N75'21'32"E 4016'56" 68.13 C4 254.10 250.00 243.30 N26 05'56"E 5814'08" 139.25 IN THE OFFICES OF THE PITKIN COUNTY CLERK AND RECORDER Site- _ 8 - COUNTY OF PITKIN, STATE OF COLORADO - 0 9 \ 1 10, \ \6 i 31- fÂ»y-~4-j 4 ~ _ \ N 20 9 \\ P \, - â‚¬P 44-44 / THIS PROPERTY IS SUBJECT TO THE FOLLOWING EXCEPTIONS PER SAID TITLE COMMITMENT: u=*-1 n I X 7Â»9 7. Rights to ditches and reservoirs used in connection with such water rights ond right of the proprietor of o vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises as reserved in the United States Patent dated April 3, 1896, and recorded August 26, 1911, in Book 55 at Page 191, as Reception No. 074888. - -t 8. Terms, conditions, provisions, agreements and obligations specified under the Warranty Deed dated November 7, 1950, and recorded November 15, 2,k i f 7 +11- 1 % Ed -2-- ---3h - 9 -- 6/ 1950, in Book 176 ot Page 79, as Reception No. 097937, ond Correction Deed dated November 7, 1958, and recorded November 10, 1958, In Book tE.~ 185 at Page 486, as Reception No. 107215, and in Book 242 at Page 369A. --1- 3 , 1% . 1,\\ A. 4\ 2- 3*9 \ . --1 0 9. Any ond dI notes, eosements and recitals as disclosed on the recorded plat recorded Moy 18, 1951, in Plot Book 2A ot Page 146, os Reception -39*%4 0% No. 098360. 1\ \ 10. Terms, conditions, provisions, agreements and obligations specified under the Agreement dated Moy 10, 1951, and recorded June 1, 1951, in 0- 92 Book 175 at Page 513 os Reception No. 098386, and Quit Claim Deed dated December 19, 1969, and recorded December 19,1969, in Book 245 at - 14*7/,el-& - ---- Page 114, as Reception No. 138379, and Agreement dated December 19, 1969, and recorded December 19,1969, in Book 245 at Page 116, as 1 \ --31\ 1 L, 1 2.:\. f \ 0640 0 j Reception No. 138380, and re-recorded August 25,1972, in 8ook 266 at Page 253, as Reception No. 153537. - t ~iÂ© 41- m c-1 0 7 B i - 0 11. Terms, conditions, provisions, agreements and obligations specified under the Lease dated May 1, 1967, and recorded February 10, 1970, in Book 66 1- 246 ot Poge 711, os Reception No. 139294, and Amendment to Lease dated November 27, 1969, in Book 246 at Page 728, as Reception No. _41 m ifi~i~~ -1 4'ble 00 , U -7.-n 139295. VÂ« Tree line le f 2%1_ 1 \ OF ... 0 4- 12. Terms. conditions, provisions. agreements and obligations specified under the Dead of Easement dated November 27, 1969, and recorded 4-- m C. February 10, 1970, in Book 246 at Page 740, as Reception No. 139296. 4 13. Terms conditions, provisions agreements and obligations specified under the Deed of Easement dated November 27 1969 and recorded - . - - February 10, 1970, in Book 246' at Page 746, as Reception No. 139292 and Deed of Easemen t dated November 28. 1969. /h' Book 246 at Page -- - - \powet F.F. 8040.2 752, as Reception No. 139298. rate ' ... -1 House 6- 1970, in Book 247 ot Page 424, os Reception No. 139727. 14. Terms, conditions, provisions, agreements and obligations specified under the Deed of Easement dated February 2, 1970, and recorded March 18, _-1 Â·\ i Jd 11 - 4 -7 15. Terms, conditions, provisions, agreements and obligations specified under the Grant of Easement dated October 27, 1977, ond recorded November 15, 1977, in Book 338 ot Page 694, as Reception No. 199364. 7 -1 \ - NJ- - 16. Terms, conditions, provisions, agreements ond obilgations specified under the Second Amendment to Lease dated November 14, 1977, ond 70.00 -\ r- 6/ t - 019 - 4 .,2 - recorded November 18. 1977, in Book 338 4 Page 994, os Reception No. 199510. ,â€žlaa 1 r 1982, in Book 431 at Page 614, as Reception No. 243705. 17. Terms, conditions, provisions, agreements and obligations specified under the Quit Claim Deed dated August 8, 1982, and recorded August 25, i 1- L r.1, /, 1-9 ) \ mr... e 19. Terms, conditions. provisions, agreements ond obligations specified under the Lease Agreement dated August 16,1982, and recorded August 25, 18. Terms, conditions, provisions, agreements and obligations specified under the Lease Agreement dated August 8, 1982, and recorded August 25, 1982, in Book 431 ct Page 627, cs Reception No. 243707. 107Â· 3 1982, in Book 431 4 Page 628, os Reception No. 243708. 20. Terms, conditions, provisions, agreements and obligations specified under the Agreement dated August 8, 1982, and recorded August 25. 1982, 9 4- 4,29~ at Page 373, as Reception No. 257066. - - - q./ \ - - in Book 431 at Page 617, os Reception No. 243706, and Amended Agreement dated January 15, 1984, and recorded February 3, 1984, in Book 460 21. Any and all notes, eosements and recitals as disclosed on the recorded Tiehack Water Tank Site Plotting Exemption Plot, recorded September 1 a 4 -- -- 17, 1982, in Plat Book 13 at Page 88, as Reception No. 244234, and the Tiehack Water Tank Site Plotting Exemption Plot dated June 6, 1983, and s s B ~Â« . . -- I e , 621@Ft recorded June 10, 1983, in Plat Book 15 at Page 5, as Reception No. 250827. ~- Concrete \4 T - --Ntt-1 1 44- Â·3-21 1 F I t-if \ ) - 22. Terms, conditions, provisions, agreements ond obligations specified under the Agreement dated January 5, 1984, and recorded January 6, 1984, in Book 458 at Page 752, as Reception No. 256282. 23. Terms, conditions, provisions, agreements and obligations specified under the Tax Free Exchange Agreement dated December 6, 1983, and f Â¢ -\4.11 j 7 4- i 1984, in Book 460 01 Page 573, as Reception No. 257132. recorded February 1 1984, in Book 460 at Page 366, as Reception No. 257065. E \,4 eaÂ·- \ 2-1- lili -2~f|*FT~.0 4 24. Fenns, conditions, prowhions, agreements and obh-gotions specmed under the Quit C/oim Deed dated December 6, 1983, and recorded February k 3, 1984, in Book 460 at Page 384, as Reception No. 257067. - - ' ~ Â£ 25. Terms, conditions, provisions, agreements and obligations specified under the Quit Claim Deed dated January 19, 1984. and recorded February 6, >43 <A \ ~\ \ \ ~4 ~ - (14 %33*34 - - 26. Terms, conditions, provisions, agreements and obligations specified under the Quit Claim Dead dated March 31, 1984, and recorded April 11, EY- _ - L ' GRAPHIC SCALE 1984, in Book 464 at Page 421, as Reception No. 258682, and Clarification Deed dated September 12, 1988, ond recorded February 17, 1989, in C 2 Â·>f 4*el 1 1 ' c co-4 _-c_ -fliff r E, L 1-1 0 15 30 Book 586 ct Page 147. as Reception No. 308906. - - L -\ 27. Terms, confi,tms, provisions, agreements and obligations specified under the Dedication Agreement for Roads dated August 13. 1993. end -1-\ recorded November 12, 1991 in Book 730 at Page 662, os Reception No. 363240. 28. Terms, conditions, provisions, agreements and obligations specified under the Access Easement Agreement dated September 8, 1993, and ( INFUT) recorded November 12,1993, in Book 730 at Page 774, as Reception No. 363255. ~~ LEGEND 30. Terms, conditions, provisions, agreements and ob~igations specified under the Special Warranty Dead dated November 12, 1993, ond recorded , 7,1 , 2413 -Â«14-Ii j __ 22 C 1 inch - 30 ft. 29. Terms, conditions, provisions, agreements and obligations specified under the Special Warranty Deed dated November 12, 1993, and recorded November 12, 1993, in Book 730 at Page 747, cs Reception No. 363250. 260.00 4 Mayoon Creek Club November 12, 1991 in Book 730 at Page 791 as Reception No. 363257. 0'lk ~~ Crab Appl 12, 1993, in Plat Book 33 at Page 3, cs Reception No. 363254 and the Final Subdivision Plot & PUD for Moroon Creek Club recorded November 15, -- 7 --32:Elt -*r i i Ait * Golf Course 31. 30 foot wide Access Easement as reflected on the St. Luke's Community Health Resources, Inc. Lot Line Adjustment Plat recorded November ~ - indcat- Wop- of 0-20% 0,0 hat-g) 31.47& SE. AREA 30% 1993, in Plat Book 33 at Page 4, as Reception No. 363275. ~ Gamble al Found No. 5 Rebor with 1:-1;-1 \ 32. Terms, conditions, provisions, agreements and obligations specified under the Water Service Agreement dated July 26, 1993, and recorded O Plastic Cap L.S. #9184 1 1-=1= 1 ~ - indkatoi a#op- of 20*-305 (Dett} 34090 if., AREA 38X November 15, 1993, in Book 730 at Page 797, as Reception No. 363258 * Pilie nee 33. Any and all notes, easements and recitals as disclosed on the recorded plat of Arthur 0. Pfister Fuily Developed Lands Subdivision Exemption 0 NAVD88 ELEV. 8027.94 ~ . ~ - k,/cot- *p- of 30 - 0-lati (Daihid) 31.547 SA /PEA 32% 1!~ * Aspen nee L *1 \ 6 i \0\ Plat recorded April 14th, 1997, in Plat Book 42 at Page 45, as Reception No. 403369, and Consent and Ratification of Plat dated May 30, 2008, 4- 770 //m-mit Skiney -0, panbrmad ' //0. 2014 and recorded June 16, 2008, as Reception No. 550278. Cottonu,ood Tree - M or- * b Zone X (Ing out,42 of 500 yior Nood Nob) per ARI 00809700203( dited line 04.1987 34. Terms, conditions, provisions, agreements and obligations specified under the First Amendment to Water Service Agreement dated Jdy 26, 1993, Telephone Pedestal - D- to moi co- of aÂ»i of my icia kip/0-ninb 31/ Imog~hbe/ MI and recorded October 17, 1997, as Reception No. 409559, D 0 Found Monumen, 0 1 may not be ah-. acme of the /8 del/ hos been tâ‚¬*w, *om pre,kous arv*,a CITY OF ASPEN Nan / Loth GPS-14 , t\-1- '~ 1 imt 1 ' i . 22km21-0/8157082/2 1. .3 \ ' 4. LEGEND AND NOTES: 1, JEFFREY ALLEN TUTTLE, BEING A PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, i / fE * E DO HEREBY CERTIFY TO DAN K. GRUENEFELDT AND LAND TITLE GUARANTEE COMPANY THAT THIS PROPERTY CORNER MONUMENTS. 801}1 FOUND AND SET. UNDER MY DIRECT SUPERVISON AND - o INDICATES FOUND MONUMENT AS DESCRIBED IMPROVEMENT SURVEY WAS PREPARED FROM AN ACTUAL MONUMENTED LAND SURVEY OF THE & 9 f .6% 1 1 6 :~~- if DIMENSIONS, BOTH UNEAR AND ANGULAR WERE DETERMINED BY AN ACCURATE CONTROL SURVEY - 0 INDICATES SET NO. 5 REBAR & CAP MARKED LS 33638 CHECKING; THAT IT IS CORRECT TO THE BEST OF MY BELIEF AND KNOWLEDGE AND THAT ALL ,) 1 IN THE FIELD WHICH BALANCED AND CLOSED WITHIN A LIMIT OF 1 IN 15,000 (WHICH COMPLIES *1\SI+J~ Â¥--<CF.F. 8040.2 - DATE OF SURVEY: JULY 13, 2012 MTH COLORADO PROFESSIONAL STANDARDS FOR A LAND SURVEY PLAT AND THE CURRENT ACCURACY STANDARDS FOR ALTA/ACSM LAND TITLE SURVEYS): 1 FURTHER CERTIFY â„¢AT THE 2735 T10Â·6 R85W . /,, - BEARINGS ARE BASED UPON A NO. 5 REBAR WITH A YELLOW PLAST]C CAP L.S. #9184 FOUND AT THE IMPROVEMENTS ON â„¢E ABOVE DESCRIBED PARCEL ON THIS DATE, JULY 7, 2014, EXCEPT r House 11 I. SOUTHWESTERLY CORNER OF LOT 3 OF SAID ANAL PLAT AND AT THE WESTERLY ANGLE POINT OF SAID LOT 3 ALSO 14%. \.3 3 BURDENING ANY PART OF SAID PARCEL EXCEPT AS NOTED. BEING THE SOUTHEASTERLY CORNER OF SUBJECT LOT 2 UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN AND THAT THERE IS NO APPARENT EVIDENCE OR StGN OF ANY EASEMENT CROSSING OR - CH USNG BEARING OF N 09 59'48' SED,EEN ZHE 71,0 DESÂ©9/BED AÂ¢GNUWE)V 73: lJ - THIS PROPERTY IS SUBJECT TO EASEMENTS, RIGHTS OF WAY AND/ OR REQUIREMENTS AS NOTED OR SHOWN IN THE RECORDS OF THE PITKIN COUNTY CLERK AND RECORDER. ifl (L-, 2 3 4 1 .,th , ut & 0 2 ,+ Ji -1 - CITY OF ASPEN ZONING: RR (RURAL RESIDENIIAL) 1 1 5 lâ‚¬, L..B '~~ Ir 1 - 77#S SURIâ‚¬Y DOES NOT REPRESE-NÂ» 4 n,ZE SEARCW BY 77#S SURIE,OR TO DEERMINE OWNERSH/P 07 70 JEFFREY ALLEN TUTTLE L S. 33638 DATE I, c..... MA 3 1 _046 DISCOVER EASEMENTS OR OTHER ENCUMBRANCES OF- RECORD. ALL INFORMATION PERTAINING TO OWNERSHIP, i 926 %139 1 4, j' - - Â£155(EVE OR O,HER ENCUMBRANGS OF RECRD HAS BEEN TAKEN /7?aW A nnE CalW/71,ENT /SUED BY I ... al/Uy ATTORNEYS -TITUE GUARANTY FUND, INC., DATED JUNE 22, 2012, COMMITMENT NO. PC12002974. C HOUSE DETAIL 1*= 20' ~--7 ~*IdINNY MAP 1"4 2000' Notice TUTTLE SURVEYING SERVICES Drawn by: DM C AccoTdtng to Colo-40 law. lou m:list co~~mence 727 Blake Avenue /9,/"11:'Mict lot 2, Pfister Date: 12/02/2014 any 1,9. ach- bas,d up- any defect * ati â„¢reâ€¢y #44,2 th,-pâ€¢, years q/Yer you Glenwood Springs, Colorado 81601 2 \2074\PFISTER Arst discover such defect M ./ event 771.y Pitkin County, Colorado. 81623 \LOTSAITOPO\ IMPROVEMENT SURVEY PLAT M. 1.. .chon based upon anv defect = (970) 928-9708 (FAX 947-9007) .ts ......Â· 6. commenced mere ... j.. yeals LOT32&ACCESS /nom U. date RiF thi cer.<fl./.on shown TUTTLE SURVEYING SERVICES OF 2 A,reen Emait- le.17*tss-us. com PRSTERISP.DWG Toon Creek Club Common 232'05'E ~ N12-32'OVE 512~b5*W 80 831â‚¬/au ... IMPR~VEMENT SURVEY PLAT AS-BUILT SURVEY 4-7 * - 1 LOT 2, FINAL PLAT OF THE 9/1\0 ARTHUR 0. PFISTER FULLY DEVELOPED LANDS SUBDIVISION EXEMPTION Â· C t.lj K st. 3'*r--7 ---22~-Â«~-7 13*. FA --- . PLAT BOOK 42 AT PAGE 45 Plat Boo AS RECORDED ON APRIL 14, 1997 IN Envelope // | - ding on dirfien / / --â‚¬3-e-- 4 -Â» Li\\R 3 -,1 \. IN THE OFFICES OF THE PITKIN COUNTY CLERK AND RECORDER 0~ dho.,1 14~t *j:5- NOx' \ COUNTY OF PITKIN, STATE OF COLORADO 45.- -*r f- f=-4 --- 64 ~ 2-1 40 41 76-434 2 __ft*> - f q~16-hcl. - -- L 1 -- XÂ« / 31 1- / -1--I- --j Â« ~LIN 2 1- -Â·<7 N,4,/A\\ --Ill- \Â«fri Â»4 212- --3----~ - I- 0 + 00 C 12/ 1 nu k -- -1-1-1- --1-il/ j ~~r-- - ----- --0~7-f~-~43Â«-TO ffYE~~~T-2 AONf-Â£Â«3~~~<-_- - .f4 - 4- -1- 22-141 -- 71-- -*5~4 -Â«7--/ - 4-34Â«2 - teL --7- N0959'48-W / - / 140- - -3226'22.1.11 --~.6~9~*P~~5- 3 Mi- - -~ Oam Maroon Creek Club 4% "6028.54' At . tRi;â‚¬(.ss N 230 Common -1 -=jf' ~~0'~~~ - 4:22_11 JU~ :~ ~. 4 b - 4 ~\ ~IN \ \ X < & U â‚¬* &40 224 0& ip aÂ· prts *000 b.4 0 .O Al rh * Â»EdkIL 1 /- L - :%2 \9 4 : (Xj ,2 q 9 ,~c-523Tifl>~ -- -f-- 9/ a<AE,zE*Gr -5 g# / /1 L-2-2 \11- 3*Ji - - -.4...6*666740 -- I6 ,Â·12'Eme / 29--, GRAPHIC SCALE 1% lk.w.1filliM 6%/ 1 ~/ di ( IN NEET ) 0 1 inch = 30 ft 61 =ees-- \\ 1 -i>%4 v 9 5 -4 0/ \ Maroon Creek Club \ 1 0 46 i' ~ 006/ Course 1.40 l~ f - Ll 62 eff ~ - Indicates stopes of 0-20% (no hatching) 31.470. SI, AREA 30% ~ - indicates slopes of 20%-30% (Dots) 39,098 S.F., AREA 38% /-/354/ 806.- Â« 41 u /0. ~ - indicates slopes of 30% ond greater (Dashed) 33,547 S.F., AREA 32% 7444 4 i - This Improvement Survey was performed in March, 2014. 04 VA 8% 1/ 1 - This area Is in Zone X (area outside of 500 year flood plain) per 0 4 3.50.Zf.ZLN FIRM #08097002030 dated June 04, 1987. 99? 3 / f Â¢ 1 - Due to snow cover at time of survey some improvements and topogrophical features \Q. / / may not be shown, some of the site detail has been taken from previous surveys. uadsv JO /00'9Â£1 f 1 107 4"0 "*Â»2<sÂ· /If' 1 U / 49/4 L f g ~ i /1/k 11 1 1 : a i // A & / & L.41 1 h 3 /0Â«144 tud -- -- #3 1 D /3 # Road Tie bac p Drawn by: DM C Nouce TUTTLE SURVEYING SERVICES Ateording to Coloyads lau. you must comÂ¥,1*,v; e 'Ce lot 2, Access Road Pfister Date 12/02/20/4 ~ finy Ugul act,0,1 6,ged upM a7,1, defect i. 727 Blake Avenue 14:s yart,ey within V:rel !/ears aper you Glenwood Springs, Colorado 81601 IMPROVEMENT SURVEY- PLAT . ./.2 ........ such .....2 171 no event My Pitkin County, Colorado. 81623 \LOTS231-OPO \ Z: \2014\PF/STER m. lilli dion b~ed upon an' rlerâ€¢,Ct m 141Â·Â· milâ€¢v Fiâ€¢ ceÂ»hinâ€¢,1ced me,e than len vean (970) 928-9708 (FAX 947-9007) from ... I.le of .le le/V.,1.0. ...1.- TUTTLE SURVEYING SERVICES LOT52&ACCESS herepn Email- jeftss-us.com PFISTERISP.DWG OF 2 .... Zoning Allowance & Project Summary 511 Lazy Chair Proposed Development |Single Family 1 RemodeVAddition FORUM PHI Parcel # |273511302002 Zone District |RR Allowed Allowed Proposed Proposed Selbacks Existing (Principal) (Accessory} (Principal) (Accessory) Reference Front NA N/A 14/A 30ft / N/A 26.710.130.D Rear N/A N/A 14/A 20ft / N/A 26.710.130.D 715 West Main Street, Suite 204 Combined Front/Rear N/A N/A 14/A 50It / N/A 26.710.130.D Aspen, Colorado 81611 P. 970.279.4157 F- 866.770.5585 Side N/A N/A N/A 20# 4 NLA 26.710.130.D Combined Side N/A N/A N/A 4011 j 14/A 26.710.130.D Distance between Buldings N/A NA N/A NIA NIA 26.710.130.0 1 Corner Lot N/A NA N/A N/A N/A 26.710.130.D 511 Lazy Chair Supplemental Breakdown Info Existing Requind Proposed Reference Net Leasable/Comm SQ FT 14/A N/A NA 26.710.130.D 511 Lazy Chair, Aspen, CO, Open Space % No Requirement No Requirement No Requirement 26.710 130.D 81611, USA Site Coverage 141/A N/A N/A 26.710.130.D On-Site Parking 2(4) 2 3(4-) Example of Site Coverage Existing Proposed Reference Gross Lot Area (sq It) NA NA 26.710.130.D Area of Building Footprint (sq ft) N/A NA 26.710.130.D Site Coverage % NAA N/A 26.710.130.D /4jk-Â« / 0 / STEVEN \ \ Transferable Development Right (TDR) * 1 WILSON )* Received TDR Certi~cate ~3\ 402127 * ~ \ 12/24/2014/ Sent TDR Certificate \%40/ Transferred TOR Certilicate Land Value Summary Actual Value Reference Land $3,450,000 Pitkin County Assessor Improvements $265,800 Pitkin County Assessor CONSULTANTS Total $3,715,800 Pitkin County Assessor SURVEYOR Tuttle Surveying Services Jeff Tuttle Net Lot Area 823 Blake Ave. 511 Lazy Chair Glenwood Springs, CO 81601.0 jeff@tss-us.com (970) 928-9708 Zone District Requirements Reference CIVIL Min. Gross Lot Area (per R-15A) 2 Acres 26.710.130 Roaring Fork Engineering Richard Goulding Min. Net Lot Area (per R-15A) 2 Acres 26.710.130 Suite 200b, 0123 Emma Rd, . Basalt. CO 81621 nchardg@rfeng.biz Lot Size Per Survey 104,597.56 sq n Reference (970) 948-7474 Reductions for area with slopes 0%-20% (100% of parcel area to be Survey MECHANICAL included in Net Lot Area) 29.017.65 x 100% = 29,017.65 sq ft 26.575.020-1 TBD Reductions for area with slopes 20Â°6-30% (50% of parcet area to be Survey included in Net Lot Area) 53.554.50 x 50% 0 = 26,722.75 sq R 26.575.020-1 Reductions for area with slopes greater than 30% (0% of parcel area to be Survey included in Net Lot Area) 22,025.41 x 0% = 0 sq n 26.575.020-1 Total Area Reductions 29,017.65 + 26.722.75 +0= 55,740.40 sq n STRUCTURAL TBO Net Lol Area |55.740.40 sq R Allowable Floor Area CONTRACTOR 511 Lazy Chair Kevin McCIure P. 0. Box 6957 Snowmass Village, CO 81615 Allowable Floor Area R-ince ' kvnmcclure@gmail.com 970-379-9088 55.740-50,000 = 5,740.40 Per RR, Use R-15 Code for determining allowable Floor Area. 5,740.4/100= 57.4 R-15 Code: Lots with 50,000+ sq R 6,600 square feet of noor 57.4 x2= 114.8 1 2/24/2014 DATE OF PUBLICATION area, plus 2 feet of floor area for each addmonal 100 square 6600 + 114.8 = 6714.8 26.710.130.D. 10 Referencing feet in Net Lot Area Nlowable Floor Area 6714.8 J 26.710.050.D. 10 Unique Approvals Reference No unique approvals Vallances Reference No variances Exemptions Reference 1 Garage Exemption First 250 sq ft exempt next 251-500 sq ft is 50% exempt Table 26.575.020.0.7 P&Z 12/24/15 8040 GREENLINE Deck Exemption Area exempt up to 15% of the allowable FAR 6714.8 x 15%= 1007.22 sqft J 26.575.020.D.4 SD 12/4/14 SARC SUBMISSION ~ PROJECT NO: 1420 DRAWN BY: SEM COPYRIGHT FORUM PHI, LLC ZONE DISTRICT RR PARCEL ID # 273511302002 LEGAL DESCRIPTION Subdivision: ARTHUR O PFISTER EXEMPTION Lot 2 SHEETTITLE Z-005 NET LOT AREA .... - ' FORUM PHI : 1 -r ' . 4, - . 715 West Main Street Suite 204 Aspen, Colorado 81611 PÂ· 970.279.4157 F 866.770,5585 i - Â·68-/-4/r L Â· 511 Lazy Chair 00111-~ -p ~ f 1 -4-7 11 41" 511 Lazy Chair, Aspen, CO, ~||||~~~|~~~~~ ||| ~~ 81611, USA y - I ~ 93%\1\ I -1-J 1 1-4- I*I WILSON I*I + r 4 402127 4. 1 / ~ 5\...12/24/201Â©49 / - \\29Â§*fy Z / CONSULTANTS SURVEYOR Tuttle Surveying Services ---- - Jeff Tuttle 823 Blake Ave. Glenwood Springs, CO 81601.0 - lit L -- l jeff@tss-us.com (970) 928-9708 CIVIL ~ / Rearing Fork Engineenng / \\ -------i+-~ Richard Goutding U Suite 20Ob, 0123 Emma Rd, b- Basalt, CO 81621 richardg@rfeng.biz (970) 948-7474 _ MECHANICAL <1 -' TBO CVR COVER STRUCTURAL Z-001 INDEX OF PRIOR APPROVALS TBD Z-002 1ST AMENDMENT FINAL PLAT Z-003 SITE IMPROVEMENT SURVEY 1/2 Z-004 SITE IMPROVEMENT SURVEY 2/2 Z-005 NET LOT AREA CONTRACTOR 59Â¢'91'/Frt Z-006 RDS COMPLIANCE Kevin McCIure P. 0. Box 6957 2-007 DEMO SITE PLAN Snowmass Village, CO 81615 Z-013 SITE PLAN kvnmcclure@gmail.com 970-379-9088 Z-014 EXTERIOR LIGHTING JAN 6 20:5 Z-015 EXTERIOR LIGHTING CUTSHEET 1224/2014 DATE OF PUBLICATION C.1 CIVIL COVER C 2 CIVIL- OFFSITE C.3 CIVIL- DRAINGAE BASIN C.4 GRADING AND DRAINAGE C.5 CIVIL - UTILITIES C.6 CIVIL - FIRE TRUCK SIM C.7 CIVIL- EROSION CONTROL A-102 FOUNDATION A-104 LOWER LEVEL A-106 MAIN LEVEL P&Z 12/24/15 8040 GREENLINE Z-201 HEIGHTS SD 12/4/14 SARC SUBMISSION Z-202 HEIGHTS Z-203 HEIGHTS PROJECT NO: 1420 Z-204 HEIGHTS DRAWN BYÂ· SEM 2-205 HEIGHTS COPYRIGHT FORUM PHI LLC Z-206 HEIGHTS ZONE DISTRICT RR 511 Lazy Chair LEGAL DESCRIPTION PARCEL ID # 273511302002 Subdivision: ARTHUR O PFISTER 511 Lazy Chair, Aspen, CO, 81611, USA EXEMPTION Lot: 2 BUILDING PERMIT & CONSTRUCTION DOCUMENTS SHEETTITLE BUILDING PERMIT NUMBER CODE EDITIONS 2009 IRC. 2009 IMC, 2009 IECC, 2009 IPC, 2009 IFGC, 2011 NEC, CITY OF ASPEN MUNICIPALCODE TITLE 8 CVR FIRE SPRINKLER SYSTEM: NFPA 130 (EXISTING TO BE REVISED PER PLANS) SCOPE OF WORK INCLUDES COVER 11