Loading...
HomeMy WebLinkAboutlanduse case.AP.1200 Tiehack Rd.A124-002735-113-09-008 - Maroon, Creek �-4T A124-00 Club -.Plat Amendment ra� V400L T iA 4914 COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street Aspen, Colorado 81611 (970) 920-5090 City of Aspen Land Use: 1041 Deposit 1042 Flat Fee 1043 HPC 1046 Zoning and Sign Referral Fees: 1163 City Engineer 1205 Environmental Health 1190 Housing Building Fees: 1071 Board of Appeals 1072 Building Permit 1073 Electrical Permit 1074 Energy Code Review 1075 Mechanical Permit 1076 Plan Check 1077 Plumbing Permit 1078 Reinspection 1079 Aspen Fire Other Fees: 1006 Copy 1302 GIS Maps 1303 GIS Fee 1481 Housing Cash in Lieu 1383 Open Space Cash in Lieu 1383 Park Dedication 1468 Parking Cash in Lieu Performance Deposit 1268 Public Right-of-way 1164 School District Land Ded. TOTAL NAME: ADDRESS/PROJECT: PHONE: CHECK# CASE/PERMIT#: # OF COPIES: DATE: INITIAL: 1 8 CASE NUMBER PARCEL ID # CASE NAME PROJECT ADDRESS PLANNER CASE TYPE OWNER/APPLICANT REPRESENTATIVE DATE OF FINAL ACTION CITY COUNCIL, ACTION PZ ACTION ADMIN ACTION BOA ACTION DATE CLOSED BY A124-00 2735-113-09008 Lot 7 Maroon Creek Club Lot 7 Maroon Creek Club Sarah Oates/James Lindt Insubstantial Plat Amendment Hansen Construction C/O David Guthrie 9/25/01 Plat Recorded 9/26/01 J. Lindt PARCEL ID: 2735-113-09008 DATE RCVD: 10/2/00 # COPIES:— CASE NO A124-00 CASE NAME: Lot 7 Maroon Creek Club PLNR:, 77 C, w J7 L 1 L1�.-� 1 PROJ ADDR: Fot 7 Maroon Creek Club CASE TYP: Insubstantial Plat Amendment STEPS: OWN/APP: Hansen Construction ADR PO Box 10493 ..__ C/S/Z: Aspen/33/81611 PHN: 920-1558 REP: C/O David Guthrie ADR: C/S/Z:r� PHN: 920-3038 FEES DUE: 480 D FEES RCVD: 480 (Put in Timeslips) STAT: I REFERRALS REF] MTG DATE-R-E-V-�B—O-D-Y �'P'`H— NOT li REMARKS BYf— DUE: I� DATE OF FINAL ACTION: CITY COUNCIL:[— PZ: -------� BOA: CLOSED: -. BY: i DRAC: '�, PLAT SUBMITD I PLAT (BK,PG):� ADMIN:I Sen' By: William Lukes + Associate ; 970 920 6986; Nlay 0 11:28AM; Page 1 24 April 2000 Ron Robertson RC Robertson Architects, Inc. 417 Main Street, Studio A Carbondale, Colorado 81623 WILLIAM LUKES + ASSOCIATES P R O J FCT MANAGEM ENT A R C H l T E C T C R F. re: Maroon Creek Club Lot 7 Site and' Architecture Review Committee Approvals Ron: 7?) i1. E+ci 'y�ly 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 at the April 19, 2000 meeting with Andy Hecht abstaining, granted the following approval: Schematic Plan [preliminary] Architectural and Landscape Approvals for Lot 7 as provided by the Maroon Creek Club Design Guidelines based on plans received 4/5/00. This is a preliminary approval. Approval to proceed with construction 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. Payment to the Association of the Design Review Fee prior to the next review if this fee has not already been paid and payment to the Association of the Road Impact Fee prior to the start of construction. 3. Prior to the start of construction, the owner must have completed the following, A. Signed and returned the Agreement Regarding Final Landscape and 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 further stipulate that construction activity will not resume until a final landscape plan is approved by SARC. B. Signed and returned the Maroon Creek Club Master Association Landscape and Grading Completion Guaranty. C. Provided a Letter of Credit or equivalent financial security in the amount of Seventy -Five Thousand Dollars [$75,000.UU] provided in a form and from a P�fT OFFICE Ras s2s9 source as is acceptable to the Association, all as provided in the Landscape and Grading Completion A s r F H C O L O R A D O Guaranty. Si6tz 9�0.920.6919 FAX 920.6986 Sent By: Vdilliam Lukes + Associat 970 920 6986; May-2011:29AM; Page 2/2 1 24 April 2000 Page 2 Specific Conditions of Approval: 4. Additional items required to be submitted to SARC for review and approval: A. Proposed tree sizes complying with the Design Guidelines, B. Exterior lighting plan, fixtures, and lamps. C. Material and color samples. 5. A variance was granted for the location of the parking wall near the Lot 8 property line, with the concurrence of the Lot 8 owners in attendance. 6. A variance was granted for the revised location of the house and the revised porte cochere, subject to the following conditions: A. The roof of the porte cochere will be at least 25 feet from the edge of the road. B. The house will be approximately 40 feet from the edge of the road, and so the porte cochere will extend approximately 15 feet from the house. C. Prior to or at the time of requesting Final Approval, the applicant shall submit evidence of a variance being granted by the City of Aspen to allow construction outside the existing building envelope as proposed, or an approved plat amendment which revises the building envelope. SARC's approval is based on the geotechnical recommendations to avoid unstable slopes within the eastern portion of the existing building envelope. 7. A variance was granted for any deviation required from the landscape portion of the Design Guidelines to comply with the geotechnical engineer's recommendation to avoid irrigated landscaping in the area of slope instability to the east of the building envelope. 8. The landscaping in the front island adjacent to the road shall provide screening of the front of the house while not interfering with road maintenance or snow plowing. 9. Driveway material shall comply with the Design Guidelines. J' 10. A stone mockup panel, minimum 4' x 4' and showing exact stone mixture and jointing, will be submitted to SARC for review and approval [on site] no later than the time of Final Review and prior to any work on site. Please be advised that the approvals granted by Pitkin County for the Maroon Creek Club require that the Club obtain a written certification, signed by a licensed architect, as to the floor areas for the project, calculated my the method specified in the approvals, and that this certification also be included in any application for a building permit. 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 return one set of the approved plans to you for the owner's records upon payment of the required fees and deposits, as determined by the Association. William Lukes AIA Architectural Advisor, Maroon Creek Club Master Association copies: Gary Albert, President, MCC Master Association John Dickow, SARC rj J October 2, 2000 Chris Bendon City of Aspen Community Development Dear Chris, CONSTRUCTION Attached is the application for an insubstantial plat amendment for Lot 7 located in the Maroon Creek Club Subdivision. Included in that application are three copies of: A draft plat from Schmueser, Gordon, Meyer showing: a) The soil instability area as determined by CTL Thompson located at the rear of the lot (totaling about 2,208 square feet). b) The location and size of the encroachment outside the current building envelope located at the front of the lot (totaling 471 square feet). This encroachment is about 250 square feet less than our previous draft application dated 2/9/99. 2. A letter authorizing David Guthrie to represent the owners of Lot 7 as to the contents of this application. 3. The title commitment n//n 4. Architectural plans from R.C. Robertson Architects which include landscaping plans from Environment Factory, Inc. (Shannon Murphy) 5. The Lot 7 & 8 soil instability report from CTL Thompson 6. Fees ($480.00) 7. A copy of The Maroon Creek SARC conditional approval dated April 24, 2000 allowing the variance encroachment. fnext The precedent has been set next door at Lotfor Jamie Hartrich to allow the building to encroach into the setback at the front of the lot in essence to trade the large part of the original building envelope that is unstable for a smaller, geologically stable portion of the front yard setback. We are seeking the same simple tradeoff via a staff reviewed minor plat amendment. I believe that this is the process you and I have discussed as the most appropriate. Please advise me ASAP if that is not correct. P 970.920.1558 F 970.920.3038 1 P.O. Box 10493 Aspen, CO 81612 city variance letter 9-29-OO.doc C 0 N S T R U C T 1 0 N The Maroon Creek SARC has already given the setback variance approval and is going to review this for final design approval October 18, 2000 and I am submitting for a building permit 10/2. Part of their approval is based on the City of Aspen setback variance approval and I would like some assistance in the form of an approval or a letter from you establishing that this variance can and will happen as I am in a bit of a "Catch —22" situation where the MCC wants approval from you as a requirement for approval and the City wants the same approval from MCC as a requirement for approval. Since the hardship precedent has been clearly established next door I believe this is fairly simple and would appreciate any assistance you can give in order to expedite the approval. Thank you, p David Guthrie P 970.920.1558 F 970.920.3038 1 P.O. Box 10493 Aspen, CO 81612 city variance letter 9-29-00.doc 4P 40 MEMORANDUM To: Sarah Oates, Zoning Officer From: Ben Ludlow, Project Engineer' — Date: October 23, 2000 Re: Maroon Creek Club Lot 7 Plat Ammendment 1. All lot acreage must be shown within 0.001 acres. 2. There needs to be a description of all survey monuments, both set and found, which marks the boundaries of the lot and a description of all monuments used in conducting the survey. 3. There needs to be a note stating that the survey was performed within the past 12 months. 4. The Title Policy signature block needs to be notarized. 5. The names of all abutting lots need to be indicated. If the abutting lot is unplatted, then it must be noted as so. 130 S. Galena St. Aspen CO 81611 (970) 920-5090 (970) 920-5439, fax To: ��,v ,d r v From:��-s Fax: �Q 3� Pages: Phone: Date: 0/ate J cp Re: CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle e Comments: /A.}-� Qom-+ " VII' . ��O d-� fi"�►"� ! S �_Q_�"' tea.- � s-�,7 w 1 �J l] 0 LOIN CONSTRUCTION INC. TRANSMITTAL SHEET TO: FROM: City Zoning + Engineering Jeff Lewin COMPANY: DATE: 8/14/01 FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER.- 3 PHONE NUMBER: SENDER'S REFERENCE NUMBER -- RE: YOUR REFERENCE NUMBER: Maroon Creek Club — Lot #7 ❑ URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES/COMMENTS: Attached is a draft of the requested amended plat for Maroon Creek Club Lot #7. If acceptable as presented, this is our final document necessary to obtain an approved building permit. Please let me know if any modifications are required. Thank you, Jeff Lewin -�/?-'-� _-:r pez('-Wrzetj:' -f c> reicwp(r� ev- t`iYlii �6%t�!`� . Ifs 970 963 2000 / FX 2111 425 BOYD DR. CARBONDALE, CO 81623 SOILS AND FOUNDATION INVESTIGATION TWO PROPOSED RESIDENCES LOTS 7 AND 8, MAROON CREEK CLUB PITKIN COUNTY, COLORADO Prepared For: ROBERT TROWN & ASSOCIATES P. O. Box 6820 Snowmass Village, CO 81615 Attention: Mr. Jeff Hancox Job No. GS-2287 October 23, 1997 CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE ■ GLENWOOD SPRINGS, COLORADO 81601 ■ (970) 945-2809 TABLE OF CONTENT SCOPE SUMMARY OF CONCLUSIONS SITE CONDITIONS PROPOSED CONSTRUCTION SUBSURFACE CONDITIONS EXISTING LANDSLIDE SITE GRADING FOUNDATIONS FLOOR SLABS BASEMENT AND CRAWLSPACCWAL@ PIL I SURFACE DRAINAGE LIMITATIONS FIGURES 1 AND 2 - LOCATIONS OF EXPLORATORY BORINGS FIGURE 3 - SUMMARY LOGS OF EXPLORATORY BORINGS FIGURES 4 AND 5 - GRADATION TEST RESULTS FIGURE 6 - EXTERIOR FOUNDATION WALL DRAIN 1 1 2 2 3 3 4 5 6 7 8 8 ROBERT TROWN & ASSOC. CTL,? GS-2287 SCOPE This report presents the results of our soils and foundation investigation for the proposed residences to be built at Lots 7 and 8, Maroon Creek Club in Pitkin County, Colorado. We explored subsurface conditions at each lot to provide foundation recommendations for the proposed buildings. This report includes a description of the subsurface conditions found in our exploratory borings, a recommended foundation system for the buildings and geotechnical criteria for it and construction criteria for details influenced by the subsoils. Our report was prepared from data developed during our field exploration, laboratory testing, engineering analysis and our experience. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. A head scarp of a ip t - i landslide is located northeast of the building enve a recommend the stability of the slope be monitored and no]jdis bance to a part of Lot 8 building envelope. 2. Our exploratory borings penetrated 0.5 foot of organic clays above medium dense to very dense, silty to clayey gravels with cobble and boulder. In our TH-2, 1.5 feet of man placed fill was above the natural gravels. Free ground water was found at 20 feet in our TH-4 during our field investigation. 3. The buildings can be founded with footings on the natural gravels. A maximum allowable soil bearing pressure is presented in the FOUNDATIONS section. 4. Slabs -on -grade can bear on the natural gravels or on densely compacted structural fill (see SITE GRADING and FLOOR SLABS sections). 5. A ground surface slope away from the buildings should be maintained at all times to reduce the risk of wetting soils below foundations and wet or damp conditions in basements and crawl spaces (see SITE DRAINAGE) . ROBERT TROWN & ASSOC. CTL/T GS-2287 1 SITE CONDITIONS The Maroon Creek Club is located approximately 1 mile west of Aspen, Colorado. The Buttermilk Ski Area is adjacent to the west and south. Maroon Creek is below the development to the east. A golf course is to the north. Highway 82 runs through the development from east to west. Lots 7 and 8 are located to the south of Highway 82. Access is from Tiehack Road which borders the site to the west. The lots are located on a comparatively flat, gently sloped area at the top of very steep slopes that drop down to the east to Maroon Creek. Ground surfaces in the planned building envelopes slope down to the east at grades measured and visually estimated at 5 to 10 percent. Ground surfaces to the east of the planned building envelopes slope down to Maroon Creek at grades measured and visually estimated at 80 to 90 percent. Vegetation consists of scattered aspen trees with and rowth of grasses, weeds and brush. The west 01-41 #11%, �' 1AY part of the lots are covered wit mats lamed We observed the head scarp of a landslide adjacent to the northeast part of the building envelope on lot 8. Slope stability issues are beyond the scope of this report. It appears that the slopes to the northeast of the building envelope on lot 8 are unstable and may influence structures built in the designated building envelope. We would be glad to prepare a proposal for an investigation to address slope stability issues, if desired. PROPOSED CONSTRUCTION Building plans for Lot 7 had not been developed and those for Lot 8 are preliminary at this writing. We were told a one or two story, wood frame custom residence will be built on each lot. The buildings exteriors will have stone and wood veneers. Lowest level floors in areas of deeper cuts will be walkout basements. Some ground level floors will be above basements or will be structural with a crawlspace below. We were told that the lower level floor elevation on Lot 8 would ROBERT TROWN & ASSOC. CTI,'T GS•2287 2 be 82 feet 6 inches. The lower level floor elevation on Lot 7 has not been determined. For our analysis we assumed that foundation loads will be approximately 1,500 to 3,000 pounds per lineal foot along bearing walls and maximum interior column loads will be 30 kips. The buildings will be stepped into the natural slopes at the site. We anticipate that maximum excavation cuts will be approximately 10 to 15 feet deep. We recommend the building footprint be located as close to Tiehack Road and a distance from the top of the slope leading down to Maroon Creek as feasible. SUBSURFACE CONDITIONS Four (4) exploratory borings were drilled at the locations shown on Figures 1 and 2 to investigate subsurface conditions. Drilling was directed by our engineering geologist who logrest he soils and obtained samples for laboratory testing. Laboratory test results fj- n I res 4 and 5. Summary logs of our exploratory borings and results of penetra on sistance tests are shown on Figure 3. Our exploratory borings penetrated 0.5 foot of organic clays above medium dense to very dense, silty to clayey gravels with cobble and boulder. In our TH-2, 1.5 feet of man placed fill was above the natural gravels. Free ground water was found at 20 feet in our TH-4 during our field investigation. EXISTING LANDSLIDE An existing head scarp of an apparently active landslide is located northeast of the building envelope on Lot 8. We recommend no disturbance on part of the Lot 8 building envelope. Figure 1 shows the area. We suggest the owner consider the installation of an inclinometer near the existing scarp to monitor movement prior to building on the site. In any event the scarp should be located via field survey and monitored for movement. Building outside of the defined area not to be disturbed ROBERT TROWN & ASSOC. CTLiT GS-2287 3 as shown may be appropriate to protect the building, however, the activity level of the existing slide is not known. Locating of water lines or irrigation lines between the building and the top of the steep slopes to Maroon Creek should be avoided. Wetting of the ground between the building and the head scarp should be avoided. We recommend the building footprint be located as close to Tiehack Road and a distance from the top of the slope leading down to Maroon Creek as feasible. SITE GRADING No fill will be below the building foundation on either lot 7 or lot 8. Existing fill should be removed from below and within 5 horizontal feet of the planned building footprints. Fill may be required to achieve subgrade elevations for interior floor slabs and exterior concrete flatwork. Areas to receive fill or bear slabs -on - grade should be grubbed and stripped of vegetation, existing fill or other deleterious material. The resulting surface ould be scarified to at least 6 inches deep, ff moisture conditioned to withi Y 2 per t optimum moisture content and compacted to at least 95 percent of stand rd octor maximum dry density (ASTM D 698). Fill can consist of on site silty to clayey gravels or similar soils free of organics, debris, rock larger than 4 inches in diameter or other deleterious materials. The fill should be moisture conditioned to within 2 percent of optimum moisture content and placed in maximum 8 inch thick loose lifts and compacted. Fill below interior floor slabs should be compacted to at least 98 percent of the maximum dry density determined by the standard Proctor density test (ASTM D 698). Fill placed below exterior slabs -on -grade should be compacted to at least 95 percent of ASTM D 698. Fill placed in areas not to be built on can be placed as common fill and be compacted to 90 percent of ASTM D 698. The performance of the fill is critical to structure performance. A representative of CTL/Thompson, Inc. should observe fill placement and check fill density and moisture content during placement. We anticipate that site excavations will be a maximum of 10 to 15 feet tall. Excavations will expose silty to clayey gravels with cobble and boulder. Excavation should be possible with "standard" excavation equipment used in this area. ROBERT TROWN & ASSOC. CTL T GS-M7 4 Excavated slopes will tend to collapse and flatten. Excavation sides should be sloped or braced. We recommend temporary excavations greater than 5 feet deep be braced or laid back at slopes of 1.5:1 (horizontal to vertical) or flatter above the water table. We believe the silty to clayey gravels are Type C as described in the October, 1989 Occupation Safety and Health Administration (OSHA) Standards published by the Department of Labor governing excavations. The publication indicates a maximum temporary slope of 1.5:1 (horizontal to vertical) for Type C soils above the water table. We should view the excavations to confirm that soils and bedrock are as anticipated and judge if our recommendations are appropriate. Soils removed from the excavations should not be stockpiled at the edge of the excavation. We recommend the excavated soils be placed at a horizontal distance from the top of the excavation equal to at least the depth of the excavation. Free ground water encou tered in our TH-4 at 20 feet during our field investigation. Depending upon gut t a e of year water may be present. If free ground water is encountered, we r'co end the excavations be sloped to a positive gravity outfall or to sumps where water can be removed by pumping. We recommend permanent slopes be no steeper than of 2.5:1 (horizontal to vertical). Care must be taken to ensure re -vegetation of all excavated slopes. Erosion control re -vegetation matting and planting of shrubs legumes, trees or other vegetation with extensive root systems should be considered. FOUNDATIONS Excavation to achieve footing elevations will be between 3 and 13 feet below the natural slopes at the site. At footing elevations our exploratory borings penetrated medium dense to very dense, clayey gravels with cobble and boulder. We recommend founding the buildings with footings bearing on the natural gravels. Footings bearing on the natural gravels may experience 3/4-inch total settlement and differential settlement of about 1/2 of the actual total settlement. Footings for the ROBERT TROWN & ASSOC. CTL/T GS-2287 5 buildings can be designed and constructed with the following criteria: 1. Footings bearing on the undisturbed natural, silty to clayey gravels can be designed for a maximum soil pressure of 4,000 psf. Material loosened during the excavation or forming process should be removed from footing areas or compacted prior to placing concrete; 2. Foundation walls for continuous footings should be reinforced top and bottom to span undisclosed loose soil pockets. We recommend steel reinforcement equivalent to that required for a simple span of 12 feet. Reinforcement should be designed by a qualified structural engineer; 3. Minimum footing sizes are desirable. We recommend a minimum width of 16 inches for continuous footings and at least 2 feet by 2 feet for isolated column footings. Larger sizes may be required based on the structural loads; 4. The soils beneath exterior footings should be protected from freezing. We recommend footings be at least 36 inches below finished exterior grades. The local building department should be contacted to verify the required frost protection depth. FLOOR SLABS k'.O� 0 P Y The floor levels we assumed are shown on Figure 2. Basement floors will be slabs -on -grade. Some ground level floors will be above a basement or will be structurally supported by the foundation with a crawlspace below the floor. We recommend floor slabs bear on the natural gravels after moisture conditioning and compacting or on structural fill built with the on site clayey gravels or similar as discussed above under SITE GRADING. Floor slabs can be designed and constructed using the following criteria: 1. Floor slabs should bear on the natural gravels after moisture conditioning and compacting or on structural fill constructed as discussed above under SITE GRADING; 2. Slabs -on -grade should be separated from exterior walls and interior bearing members. Vertical movement of the slabs should not be restricted; ROBERT TROWN & ASSOC. CTLJ GS-2287 6 3. Plumbing and utilities which pass through slabs should be thoroughly pressure tested prior to placing concrete and isolated from the slabs with sleeves; 4. Frequent control joints should be provided. The American Concrete Institute (ACI) recommends maximum joint spacing of 15 to 20 feet to control cracking. BASEMENT AND CRAWLSPACE WALLS Foundation walls will be subjected to lateral earth pressures. These walls are restrained and cannot move, therefore, they should be designed for the "at -rest" lateral earth pressure. Assuming the on -site silty to clayey gravels are used as backfill, we recommend using an equivalent fluid density of 50 pcf to calculate lateral earth pressure. The above equivalent fluid density does not include allowances for sloping backfill, hydrostatic pressures, live loads or loads from adjacent structures. The upper 5 jeet of wail backfill should consist of the more clayey on site soils. U PY Water from surface run-off (precipitation, snow melt, irrigation) frequently flows through backfill placed adjacent to foundation walls and collects on the surface of the comparatively impermeable soils occurring at the bottom of the foundation excavation. This can cause damp or wet conditions in below grade areas of the building and wetting of soils below foundations. To reduce the accumulation of water, we recommend a foundation drain. The drain should consist of a 4-inch diameter open joint or slotted PVC pipe encased in free draining gravel. The drain should lead to a positive gravity outfall or a sump to be mechanically pumped. A typical foundation drain detail is shown on Figure 6. Crawlspace ventilation should be provided. Backfill placed adjacent to foundation walls should be moisture conditioned and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). ROBERT TROWN & ASSOC. CTLT GS-2287 7 E • SURFACE DRAINAGE The performance of foundations, floor slabs and concrete flatwork is influenced by moisture conditions in the subsoils. Limiting the amount of moisture introduced to the subsoils is important to the performance of foundations, floor slabs and concrete flatwork. During spring snowmelt sheetwash can be expected to occur across this site. Wetting of foundation soils can be reduced by grading the ground surface to cause rapid run-off of water away from the buildings. We recommend a slope of at least 12 inches in the first 10 feet. We recommend incorporating a small berm or drainage swale above the buildings into the landscaping plan to direct sheetwash around and away from the buildings. Wetting or drying of the open foundation excavations should be avoided. We recommend landscaping within 5 feet of the buildings be with native flora which requires a minimum amount of irr' ation. Impermeable membranes used for weed control block evaporation and o n b � 0ed adjacent to the buildings. We recommend using a geotextile fabric suc as irafi for weed control which allows normal evaporation to occur. Sprinkler heads should be no closer than 5 feet from the buildings and be directed away from the buildings. Snow which accumulates on the roof or as a result of plowing should not be allowed to accumulate adjacent to the buildings. We suggest using snow breaks, heat tape, gutters and downspouts to melt snow on the roof and drain moisture away from the buildings. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks or downspout extensions should be provided at all discharge locations. Snow removal should result in snow being piled away from the building. LIMITATIONS Our exploratory borings were spaced to obtain a reasonably accurate picture of the subsurface. Variations in these subsurface conditions not shown by our exploratory borings will occur. We should observe the completed excavations to confirm the soils are as anticipated from our exploratory borings. ROBERT TROWN & ASSOC. CTL,? GS-2287 8 Our report was based on conditions disclosed by our exploratory borings, results of laboratory testing, engineering analysis and our experience. Criteria presented reflects the proposed buildings as we understand them. We should be advised if the final design differs from our assumptions to permit us to re-evaluate our conclusions. This investigation was conducted in a manner consistent with the level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No other warranty, express or implied, is made. If we can be of further service or if you have questions regarding this report, please call. CTL/THOMPSON, INC. Wilson L. "Liv" Bowden Professional Geologist copy Reviewed by: John Mechling, P.E. Branch Manager LB:JM:cd (3 copies sent) ROBERT TROWN & ASSOC. CTL T GS-2287 9 LOT 8 • MAROON CREEK PITKIN COUNTY, Job No. GS-2287 CLUB COLORADO LOT 7 LOCATIONS OF EXPLORATORY BORINGS 0 EA) Scale: 1 "=30' Fig. 1 LOT 7 MAROON CRE& PITKIN COUNTY, Job No. GS-2287 CLUB COLORADO LOCATIONS OF EXPLORATORY BORINGS 0 * 0 Sage: 1 "=30' Fig. 2 • • • • 0 z Ld 0 Ld J N O I F=- W C9 O o`er o �v3 E°° oq E °m} vc 0 °s o E�- z— v� m o m m o c 0 t m O c NQ1� c 'O (O C .N- '� 0)V Q 0 0 C C t N N w Ci C 0 m° .qY O ;oE pgMC7 My 0y-0 '00 �41. •«° mE `er E°�L�c° o Z 0 >.ac.�= m q—=cnocw30E °°E > E 00 v ° .- «rn L- ►. w N q [n, m 0 omcm0"t,� �vm �o�MC 4-L "'U .'.mc-0> EaoEE�a °o 0 gIQ vm �m=moo° v°�� F v °>; >�% mvv q o ov`q o 00 ooE 0=7 rnv —v v°c >vcm m0cm vac vv v3° O 0 Li. QI 0 -0 -00 � c a 3 0 c � c M 3r in c� G c C t °^ -C a3O q.a ..- Xrn LLJ r- O z O J 00 J 0 0 O 0 Elevation In Feet 0 m ono CO n doo 0 19� LO N O 0 N 093> 0> a g o q O m LO QJJ4.L,J o ''0, O o T T O 0 p, ;a O o..0.04.ao..•.po.. a.. C O r- T 3 > 0 > O 0 o m o m 'd _L _J LL Ld p •O •Q. •p0 VI 00 M 199-4 ul U014DA013 07 o? � c 0 c v— c� m v _c av x .0 m c on o = v 0 ° c 0 q c L 0 v q C c ° 'L 03 0 c -0 0 m v V) y� O mEa (� Z N O m O O J 1M` 00 N N I 0 0 z -0 0 00 0 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 _ 50 '40'30 1Q.. '10'8 -4 3/8" 3/4" 1'/2" 3 5.6' 8" 100' „ 80, _ _ _ _ .. _�, :._ 20 70 ... _ .. _. .:.. _ _ 30 Z 60 40w N a a 80 .... .:...... 30 c c a_ ..._... _.__ .._ ...._.. ... _._ ._ _.._. .. ... .. ........_._. ..... .:....:.:.._ _.._.....60 c 3010 20 80 . ...__.. .001 .002 005 .009 .019 .037 074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19A 36.1 76.2 127 200 0.42 152 Sample of SAND, CLAYEY (SC) GRAVEL 29 % SAND 43 % From. TH-1 AT 4 FEET SILT &CLAY28 % UQUIDUMTr % .�., .� PLASTICITY INDEX % 0 _.. 100 .001 .002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36A 76.2 127 200 0.42 DIAMETER OF PARTICLE IN MILLIMETERS 152 CLAY (PLASTIC) TO SILT (NON -PLASTIC) MEDIUM Sample of _SAND & GRAVEL, CLAYEY (GC, SC) From TH-2 AT 9 FEET JOB NO. GS-2287 COARSE I COBBLES GRAVEL 40 % SAND 41 SILT & CLAY 19 % UQUID UMIT _ PLASTICITY INDEX Gradation Test Results FIG. 4 HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR. 7 HR TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. MIN. ..,_ 60 MIN.1.9 MIN. 4 MIN, 1 MIN. '200 100 '50 '40'30 '16 '10'8 '4 3/8' 3/4' 1'/a" 3 5'6' 8' 100, __. _.. ._ ._.. _._...,...0 90: 80:.... _ _ ZO — 30 O Z50.._. _._. _...: ..... _.. ...._ p C 1- W .... 60 Z 30,- _..._ :70 20a. :_._.. _. _.._. 80 1090 "'_ 001 .002 .005 .009 .019 .037 .074 .149 .297 590 1.19 2.0 2 38 4.. 76 952 19... 1 361 762 1272100 pp _ ----- 152 Sample Of SAND & GRAVEL (GC SC) GRAVEL 35 % SAND 37 From TH-3 AT 9 FEET �I� SILT&CLAY 28 % UQUIDUMIT ! } w MAW& ti a PLASTICITY INDEX °o .001 .002 .005 .009 .019 .037 .074 .149 .297 .590 t19 2,0 2.38 4.76 9.52 19.1 36.1 76.2 127 200 0.42 DIAMETER OF PARTICLE IN MILLIMETERS 152 CLAY (PLASTIC) TO SILT (NON -PLASTIC) FINE I — MEDIUM I COARSE 1 FINE Sample Of SAND S GRAVEL (GC . SC) GRAVEL 32 % SAND 38 % From TH-4 AT 14 FEET SILT&CLAY30 % LIQUID LIMIT -% PLASTICITY INDEX % Gradation JOB NO. GS-2287 Test Results FIG. 5 J SLOPE PER REPORT i � k I I ` BACKFILL ' i � ; r I ' BELOW GRADE WALL ENCASE PIPE IN WASHED SLOPE CONCRETE AGGREGATE (ASTM OSHA C33, NO_ 57 OR NO. 67). EXTEND GRAVEL TO AT LEAST , t 1/2 HEIGHT OF FOOTING.Ir ' t r:....:.. (: COVER GRAVEL WITH FILTER FABRIC OR ROOFING FELT. i s,nre M oww 2" MINIMUM 8" MINIMUM L--- OR BEYOND 1:1 SLOPE FROM BOTTOM OF FOOTING. (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. EXTERIOR • NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF VOID AND FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWAR TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. PROVIDE PVC SHEETING GLUED TO FOUNDATION WALL TO REDUCE MOISTURE PENETRATION. REINFORCING STEEL PER STRUCTURAL DRAWINGS_ PROVIDE POSITIVE SLIP JOINT BETWEEN SLAB AND WALL. FLOOR SLAB L FOOTING OR PAD FOUNDATION WALL D RAI N JOB NC. GS-2287 FIG. 6 -SEP.26.2000 4:05PM GARFIELD & HECHT NO.743 P.1/5 • • RONALD GARFIPID 1 ANDREW V. HECHT 2 ACCHAEL 1. HERRON 3 DAVID L. LENYO MATTHEW C. MMOUSON 1 CHRISTOPHER 1. LACROIX 1,5 CHAD 1. SCHMIT a ATTORNEYS AT LAW E-m4U: zay®guEeldhechr.c= Websim, www.g=fiddhechtc= FACSD41LE COVER SHEET Date: September 26, 2000 ATTN: Steve Ehlers Fax NO.: (970) 945-5948 ATTN: David Guthrie Fax No.: (970) 920-3038 From: Andy Hecht Re: Attached — Lot 7, Maroon Creek Club PLEASE DELIVER AS SOON AS POSSIBLE. 601 EAST HYVIAN AVEIFLIE ASPEN, COLORADO 81611 TELEPHONE (970) 925-1936 TELECOPIER (970) 925-3008 110 MII) NM AVENUE SUITE 201 BASALT, COLORADO 81621 TELEPHONE (970) 927-1936 TFLECOPIL•R (970) 927-1783 TOTAL N, UMMM OF PAGES 5 (INCLUDING THIS COVER SHEET). IF YOU DO NOT RECEIVE ALL OF THE PAGES, PLEASE CALL CARLA FREEMAN AT (970) 925-1936, EXTENSION 203, AS SOON AS POSSIBLE. IMPORTANT: THIS COMMUNICATION IS INTENDED SOLELY FOR THE USE OF THE PERSONS NAMED ABOVE OR OTHERS AUTHORIZED TO RECEIVE IT. THIS COMMUNICATION MAY INCLUDE PRIVILEGED AND CONFIDEN71AL INFORMATION AND ANY USE, DISSEMINATION OR REPRODUCTION BY UNAUTHORIZED PERSONS IS ABSOLUTELY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY TIM SENDER IMMEDIATELY. 1. A. admin d Io 2. Ow ndmwwd to3. Alb add a mix 4. Moo admid" 10 s..lgo .dmidd toNow York;w District of Columbla Bar Florida Bar D incio Bor r "w -- B„r �SEP.26.2000 -4 _10PM 'G ER ELD & Hfcff LE 0 NO. P.2/5 . , � . COMMITMENT FOR TITLE INSURANCE SCEEDULE A 1. Effective Date: September 14, 2000 at 8:00 AM Cabe No. PC 2. Policy or Policies to be issued: (a) ALTA Owners Pollcy-Form 1992 Amounts 0.OQ� Premium$ 0.0� Proposed Insured: Rate: (b) ALTA Loan Pollcy-Farm 1992 Proposed Insured: Amount$ 0.06 Premium$ 0,00 Rate: i 1369P R Tax Certificatd: $10.00 I 3. Tide to the FEE SIMPLE estate or interest in the land described or referred to In this Commltment Is at the effective date hereof vested In: LOTS 7 & 8 MAROON CREEK LLC, A COLORADO LIMITED LIABILITY COM ANY a. The land referred to in this Commitment is situated in the County of State of COILORADO and Is described as follows: LOT 7, MAROON CREEK CLUB, as shown an the Final Subdlvisfon Plat & PUD for Maroon Creek Club, recorded November 15, 1993 in Plat Book 33 at Page 4. PITKIN COUNTY TITLE, INC 6n7 E HOPKINS ASPEN, CO. 81611 970-975-1766 970-975-4SS27 FAX AU I'HORIZED AGENT A hedule A-PG.1 Is Commitment is invalid !ess the Insuring 3visions and Schedules ind B are attached. ,SSEP.26.2000 .4.10PM FGARF IELD &. HEP_ T L E SCHEDULE B - SECTION 1 REQUIREMENTS N0.7436 P.3i5 The following are the requirements to be complied with; ITEM (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be Insured. ITEM (b) Proper Instrument(s) creatIng the estate or interest to be insured must be executed and duly fled for record to -wit THIS COMMITMENT IS FURNISHED FOR INFORMATIONAL PURPOSES ONLY, IT IS NOT A CONTRIACT TO ISSUE TITLE INSURANCE AND SHALL NOT BE CONSTRUED AS SUCH. IN THE EVENT A PROPOSED INSURED IS NAMED THE COMPANY HEREBY RESERVES THE RIGHT TO MAKE ADDITIONAL REQUIREMENTS AND/OR EXCEPTIONS AS DEEMED NECESSARY, THE RECIPIENT OF THIS INFORMATIONAL REPORT HEREBY AGREES THAT THE COMPANY HAS ISSUED THIS REPORT BY THEIR REQUEST AND ALTHOUGH WE BELIEVE ALL INFORMATION CONTAINED HEREIN IS ACCURATE AND CORRECT, THE COMPANY SHALL NOT BE CHARGED WITH ANY FINANCIAL LIABILITY SHOULD THAT PROVE TO BE INCORRECT AND THE COMPANY IS NOT OBLIGATED TO ISSUE ANY POLICIES OF TITLE INSURANCE. SEp_26_20(70 _4:.1ePM [GARFIELD &. HECHITLE I NO_.7456 P.4i5 i I SCHEDULE B SECTION 2 EXCEPTIONS The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1. Rights or claims of parties in possession not shown by the public records, 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts In boundary lines, shortage in am, encroachments, any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien. or right to a lien, for services, labor, or material heretofore or hereafter Furnished, imposed Dy law and not shown by the public records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment 6. Taxes due and payable., and any tax, special assessment charge or lien imposed for water or sewer servJce or for any other special taxing dlstdct, Right of the proprietor of a veln or lode to extract and remove his ore therefrom, should the same be found to penetrate er intersect the premises hereby granted and right of way for ditches or canals constructed by the authorlty of the United States as reserved in United States Patents recorded March 16, 1892 in Book 55 at Page 21, August 26, 1911 in Book 55 at Page 189, August 26. 1911 in Book 55 at Page 191, September 13, 1934 in Book 162 at Page 400, June 16, 1944 in Book 167 at Page 562 and May 20, 1953 in Book 180 at Page 155, S. Easements, rights of way and all matters as disclosed on Plat of subject property recorded November 15, 1993 in Plat Book 33 at Page 4 and Amended Sheet 2 recorded March 31, 1994 in Plat Book 34 at Page 23 and Assignment of Plat to Maroon Creek Limited Liability Company recorded' February 17, 1994 in Book 742 at Page 117 and 121. �. Those terms, conditions, provisions, obligations, easements, restrictions, assessments and all matters as set forth in Master Dectaretion of Protective Covenants for Maroon Creek Club recorded December 2, 1993 In Book 733 at Page 598 and First Amendment thereto recorded Februaryl17, 1994 in Book 742 at Page 83, Assignment and Designation of Successor Declarant for Maroon Creek Club recorded May 11, 1994 in Book 750 at Page 242, Second Amendment thereto recorded June 8, 1994 in Book 752 at Page 754 and Amended and Restated Third Amendment thereto recorded Jury 25, 19'94 in Book 756 at Page 597, Fourth Amendment thereto recorded July 26, 1994 as Reception No, 396947, and Assignment of Successor Declarant for Maroon Creek Club, deleting therefrom any restrictions! indicating any preference, limitation or discrimination based on race, color, religion, sex, handicap, familial 'status or national origin. 10. Terms, conditions, provisions, obligations and all matters as set forth in Subdlvlefon Improvements Agreement recorded November 12, 1993 in Book 730 at Page 606. 11. Terms. conditions, provisions, obligations and all matters as set forth in Final Plat Resolution of the Board of County Commissioners recorded August 13, 1393 In Book 721 at Page 245 as Resolution No. 93-104, 12. Avigation Easement granted to Pitkin County recorded November 12, 1993 in Book 730 at Page 690. 13, Terms, conditions, provisions and obligations of Water Service Agreement between The City of Aspen and Pearce Equities Group II, Limited Liability Company, a Utah Limited Liability Company, recorded November 15, 1993 in Book 730 at Page 797, Assignment and Assumption of Water Lease Agreement recorded November 15, 1993 in Book 730 at Page 865, Assignment and Assumption Agreement recorded January 7, 1994 in Book 737 at Page 899 and Amended Assignment and Assumption Agreement recorded April 11, 1994 in Book 747 at Page 191. "'SEP. 26. 2000 4: 11PM JGARFIELD & HECHITI E i N0, 7436 ADDITIONAL INFORMATION A:ND DISCLOSURES r..1 The Owner's Policy to be issued, If any shall contain the following items in addition tb the ones set forth above: (1) The Deed of Trust, if any, required under Schedule B-Section 1. (2) Water rights, claims or title to water. (NOTE THIS EXCEPTION WILL APPEAR ON THE OWNER'S AND MORTGAGE POLICY TO BE ISSUED HEREUNDER) Pursuant to Insurance Regulatlon 89.2; NOTE: Each title entity shall notify in writing every prospective insured In an owner's title insurance policy for a single family residence (including a condominirn or townhouse unit) (1) of that tide entity's general requirements for the deletion of an exception or exclusion to coverage relating to unfiled mechanics or materialmens liens, except when said coverage or insurance is extended to the insured under the terms of the policy. A satisfactory affidavit and agreement indemnifying the Company against unfiled mechanics' and/or Materialmen's Liens executed by the persons indicated in the attached oopy of said affidavit must be Furnished to the Company. Upon receipt ofthese items and any others requirements to be specified by the Company upon request, Pre-printed Item Number 4 may be deleted from the Owner's policy when issued. Please contact the Company for further Information. Notwithstanding the foregoing, nothing contained in this Paragraph shall be deemed to impose any requirement upon any title insurer to provide mechanics or materiaimens lien coverage. NOTE: If the Company conducts the owners or loan closing under circumstances where It Is responsible for the recording or filing of legal documents from said transaction, the Company will be deemed to have provided "Gap Coverage". Pursuant to Senate Bill 91-14 (CRS 10-11-122); (a) The Subject Real Property may be located in a Special Taxing District; (b) A Certificate of Taxes Due listing each taxing jurisdiction may be obtained form the County treasurer of the County Treasurer's Authorized Agent; (c) Information regarding Special Districts and the boundaries of such dlstricts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. NOTE: A tax Certificate will be ordered from the County Treasurer by the Company and the costs thereof charged to the proposed insured unless written instruction to the contrary are received by the company prior to the issuance of the Title Policy andclpamd by this Commitment. This commitment is Invalid unless Schedule S-Section 2 the Insuring Provisions and Schedules Commitment No. PCT11369FR A and B are attached. AMENDED PLAT, LOT 7 MAROON CREEK CLUB SUBDIVIISON & P. U.D.- CITY OF ;35'PE;h; COUNTY OF PITI{/h' STATE OF COLORADO VICINITY MAP SCALE.- 1 " = 500' Notes: 1. The entire lot creo, except the building and activity envelopes, are subject to easements for utilities, irrigation, drainage, signs, trails, golf course etc. as noted on the final plat of Maroon Creek Club. See the final plat for the complete language of these easements. 2. Entire lot is subject to Avigation Easement recorded in Book 730 at Page 690. J. This survey does not represent a title search by this surveyor to determine ownership or to discover easements or other encumbrances of record. 4. Basis of bearings for this survey was a bearing of N5630 00"W along the south line of said lot 6, between monuments as shown on this map. 5. 777is map was prepared based upon information from the Maroon Creek Club P.U.D. and Subdivision recorded 15 November 199J in Plat Book 33 at Page 4 Pitkin County, Colorado and an the Improvement and Topo Survey prepared 27 September 2000. i GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) I inch = 20 ft. CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C1 300.00 11.23 5.62 11.23 S00'13'11"E 2'08'44" C2 250.00 7.05 3.53 7.05 S02'54'02"E 1'37'01" C3 250.00 12.81 6.41 1 12.81 S0510'37"E 2'56'10" This pla t amends Lot 7 Maroon Creek- Club Subd. & P. U. D. recorded at Boob 33, Page 4, in the office of the Pitkin County Clerk and recorder: PRIVATE ACCESS EAS ENT 4 0' I FOUND f V NAIL I I QSs63O° I O 706 � TOP, BACK 29' N OF CURB NOTE: I TOTAL PROPOSED DEVELOPMENT ENVELOPE AREA = 15,348 SO. FT. PROPOSED ABANDONED DEVELOPMENT ENVELOPE 20. AREA = 173 SQ. FT. w rn - N89'08'49"W PROPOSED —30.00' 2 EVELOPMENT N ENVELOPE Y°' Q n N85'01'18"W SB = 0 I 40.81' 9 8, —� 1\6.00' W 3 I ��� PROPOSED BUILDING I oENVELOPE 04 0 I 0 \ • 00. FOUND NO. 5 REBAR AND N 90'00'00" E 146.00' PLASTIC CAP LS 9184 N`S6• `D \ FOUND NO. 5 REBAR AND PROPOSED BUILDING a0� PLAS77C CAP LS 20133 � ENVELOPE AMENDED 0h �fg 3 AREA = 230 SO. FT. NIU \ of N BUILDING, FOUND P NAIL U EXISTING BUILDING ENVELOPE AREA = 8,389 SO. FT. I M �.L NOTE: TOTAL PROPOSED BUILDING ENVELOPE AREA = 8,619 SQ. FT. 3 LOT 7 o, olo w� 3°°0F 2 99'2�� Z� �° 0 0) 0.888 A C. f— Z 10.0' \ EXISTING DEVELOPMENT ENVELOPE �l v 2 13.51' FOUND NO. 5 REBAR AND N90'00'00"E 123.00' FOUND NO. 5 REBAR AND PLASTIC CAP LS 9184 PLASTIC CAP LS 20133 LOT 6 SURVEYORS CS? 77FICATE 1, Stephen L. Ehlers, Professional Land Surveyor, do hereby certify that this amended plat of Lot 7 Maroon Creek Club Subdivision & P.U.D. was prepared by me and under my supervision and that the location of the outside boundary, roads and other features are accurately and correctly shown hereon, that the same ore based on field surveys performed under my supervision and inaccordance with the Colorado Revised Statutes 1973, Title 38, Article 51. 1 further certify that the error of closure for the boundary is better than 1:10000. In witness thereof, I have set my hand and seal this ____ day of 2001. By Stephen L. Ehlers, L.S. #20133 7tle Examiner's Certificate. - I, , as — of Pitkin County Title Inc., do hereby certify that I have caused on examination to be made of the property and based on that examination, the LOTS 7 & 8 MAROON CREEK LLC, is the owner in fee simple of the property free and clear of all liens and encumbrances except as shown and described on this Plat, which would would adversely effect the intended use of the property to which dedications are public. Dated the ____—_—_ day of By. - STATE OF COLORADO ) volon ) COUNTY OF PITKIN ) The foregoing Title Examiners's Certificate has been duly acknowledged before before me this — ----- — day of ---- ---- ------ 2001 of Pitkin County Title Company. WItness My Hand and Official Seal. My Commission Expires: Notary Public CER77FICA 77ON OF DEDICA TION AND OWNERSHIP Lots 7 & 8 Maroon Creek LLC, a Colorado limited liability company, is the owner of certain lands in Pitkin County, Colorado located within the Maroon Creek Club Subdivision & P.U.D. according to the Plat thereof recorded in Plat Book 33 at Page 04, described as follows. - Lot 7 Does hereby execute and record this amended Plat for the following purposes. - (A) Adjust the Building Envelope on Lot 7- (5) Adjust the Development Envelope on Lot 7,' The amendments do not affect lot size or any easements as shown on the Plat of the Maroon Creek Club Subdivision & P.U.D. recorded in Plat book 33 at Page 04. By---------------- Charles Israel, Manager STATE OF COLORADO ) ) ss. COUNTY OF P17KIN ) The foregoing instrument was acknowledged before me this ----- day of ---- -- 2001, by LOTS 7 & 8 MAROON CREEK LLC, c Colorado Limited Liability Company, by Charles Israel, Manager. WITNESS my hand and official seal. My commission expires [SEAL] Notary Public HOMEOWNERS ASSOCIA TION The Maroon Creek Club Subdivision & P.U.D. Homeowners Association, a Colorado Non Profit Corporation. By-------------------- Gary Albert, President STATE OF COLORADO ) ) ss. COUNTY OF PITKIN ) The foregoing instrument was acknowledged before me this ------ day of 2001, by Maroon Creek Club Subdivision & P.U.D. Homeowners Association, by Gary Albert, President. WITNESS my hand and official seal. My commission expires ----- —_ [SEAL] Notary Public COMMUNITY DEVELOPMENT DIRECTOR APPROVAL This Amended Plat, Lot 7 Maroon Creek Club Subdivision & P.U.D. was approved by the City of Aspen Community Development Director this --_ day of --------- _------ 2001. City of Aspen Community Development Director CITY ENGINEERS APPROVAL This Amended Plat, Lot 7 Maroon Creek Club Subdivision & P.U.D. was approved by the City Engineer of the City of Aspen this ---- day of __---------------- 2001. City Engineer ACCEPTANCE FOR RECORDING This Amended Plat, Lot 7 Maroon Creek Club Subdivision & P.U.D. is accepted for filing in the Office of the Clerk and Recorder of Pitkin County, Colorado, this ____________ day of 2001, in Plat Book __________ at Pages � and Reception No. _ By. Clerk and Recorder Notice. -- - -- SURVEYORS SCHMUESER GORDON MEYER INC. BE RE�IsioN DATE BY Job No. 06098-007A Drown b y tkm According to Colorado 1¢w, you must commence any legal action based upon any defect zI. this survey within three after — ENGINEERS S 118 W. 6th Street, Suite 200 I- LOT 7 years you firsdz:wover such defect In Y event may an le al action based upon an de ecl in GM Glenwood Springs, Colorado 81601 MAROON CREEK CL UB Date: 0811%1 this survey be commenced more than ten years 1`/1 - (970) 945-1004 (FAX 945-5948) AMENDED PLA T APPr by� SE from the date of the certification shown hereon. SCHMUESER - GORDON MEYER Aspen, Colorado (970) 925-6727 OF F/e. 06098-007o—op is 0 0 Ift 0 • DOOR 5C#�EDULE (EXTERIOR) 0 MARK I TYPE WIDTH HEIGHT THICK REMARKS I SOLID WOOD 5'-0" a'-0" 1 3/4" PAIR OF 2'-6" 2 WOOD.W/ LITE 3'-0" b'-0" 1 3/4" 4 FRENCH 5'-0" 6'-8" 13/4" PAIR OF 2'-6" 5 OVERHEAD 9'-0" 6_011` INSULATED 6 OVERHEAD 9'-0" 8'-01, INSULATED 1 FRENCH 4'--0" 8'-0" 1 3/4" PAIR OF 2'-0" 8 WOOD W/ LITES 2'=8" 6'-8" 1 3/4" NOTE: i, CONFIRM ALL' ROUGH OPENINGS PRIOR TO FRAMING. DOOR SCHEDULE (INTERIOR) MARK TYPE WIDTH HEIGHT THICK REMARKS 10 2'4" 8'-0" 13/8" it 3'-0" 1 RATED 12 V-6" 8'-0" 13/81, 13 2'-6" 8'-0" 13/5" 14 5'-0" 1 PAIR OF 2'-6" 15 2'-6" 1 16 4'-0" S'-0" 13/81, SIFOLD 11 3'-m" 8'-0" 13/8" 18 31-0" 8'-01. 13/81, IS 2'-0" 81-0" 13/8" 20 4'-0" $'-0" 1 3/8" PAIR OF 2'-0" 21 2'-(011. 6'-01, 13/6" 22 V-0" 8'-0" 1 3/8" PAIR OF 3'-0" 23 2'-0" a'-0" 13/a" 24 4'.0" 8'-0" 1 3/8" PAIR OF 2'-O" 25 4'-0" 81•0" 1 3/8" PAIR OF 2'-0" 26 4'-0" I8'-0" 1 3/8" PAIR OF 2'-0" 21 4'-0" 8'-0" 13/8" 51FOLD 28 2'-6" 8'-0" 13/81, PAIR OF 15" 29 2'-6" 8'-0" 13/8" 30 3'-0" 8'-0" 13/8" RATED 31 5'-0" 8'-0" 13/81, PAIR OF 2'-ro" 32 4'-0" v-0" 1 3/8" PAIR OF 2'-0" 33 GLASS 2'-0" TEMPERED 34 2'-0" 8'-0" 13/8" 35 4'-0" 8'-01 1 3/8" PAIR OF 2'-0" 36 3'-0" 8'-0" 13/81, 31 2'-0" 8'-01. - 1 3/8" 38 4'-0"' $'-0" 13/8" air -OLD 39 4'-0" 18'-0" 13/8" 51FOLD 40 2'-6" 41 4'-0" 8'-0" 13/81, BIFOLD 42 4'-0" S'-0" 13/8" BIFOLD 43 4'-0'! 8'-0" 1 3/ " 51FOLD 44 5'-0" 8'-0" 13/81, PAIR 45 3'-0" 8'-0" 13/8" 51FOLD Oro 3'-0" 8'-D" 1 3/8" POCKET 41 GLASS 5'-0" TEMPERED NOTE. 1. CONFIRM ALL ROUGH OPENINGS PRIOR TO FRAMING. LUINDOW 5CHEDULE GENERAL-NOTE5: I=,A R. C,ALCULATION5: /� INDEX OF D ,4UJiNC;a I. All construction shall meet the standards of the 199� 00* Aedition of the UBC, and current editions of the ITKIN COUNTY, GUIDELINES UMC, UPC, UEG, and any additional requirements of the local building OWABLE F.A.R. (PER MAROON CREE LUM) 1 SURVEYdepartment. ALL 2. Contractor to verify all dimensions and existing conditions before beginning work, and notify Architect of any discrepancies, 3. Do not scale drawings. 4. During construction, Contractor is to notify Architect of any unforeseen foundation, structural or other problems. 5, All dimensions .on structural drawings shall be verified against architectural drawings, and any discrepancies brought to the attention of the Architect. ro. Foundation shall be staked out accurately and reviewed on site oy Owner prior to any excavation or earthwork 1. These Construction Documents are meant to represent the finished structure. The Contractor is solely responsible for the means and methods of construction. 8. Any changes to the Construction Documents required or made due to alternatives or substitutions proposed :by the Contractor are the responsibility of the Contractor. 9. The Contractor shall exercise care and take full responsibility to flash, seal and waterproof the entire building 10. Coordinate depth, location, etc. of all existing water , electrical, gas, telephone, etc, with FLOOR: SPACES: AREA: ALLOWANCES, DEDUCTIONS, XEMPTIONS: 15ASEMENT FLOOR - STAIRS cH. FIRST STAIRS PORCH GARAGE SECOND FLOOR STAIRS - ,1 .A.R. ,A 1 I SITE PLAN $' A 2 ' BASEMENTFLOOR PLAN A 3 MAIN FLOOR PLAN svF�csfeoN A 4 UPPER FLOOR PLAN A 5 ROOF PLAN A b ELEVATIONS A -1 ELEVATIONS A 8 SECTIONS A a SECTIONS A 10 RETAILS S 1 FOUNDATION PLAN L -- S 2 FiRST FLOOR FR,4MING . appropriate utility company prior to excavation. aLLOUJAESLE F.A.R.(PER MAROON CREEK CLUB). 6000+C 8 3 SECOND FLOOR FRAMING 11. Coorddinate all openings through floors, walls and roofs with the Mechanical and Electrical LINUTILIZEC)F.A.R.. 6a* 54 ROOF FRAI_1lNr_1 Contractors. Notify Structural Engineer of any openings to be cut in structural members. 65 DETAILS 12. Provide smoke detectors in all locations as required by the U.B.G. _ S ro DETAILS l 1 I, C. RETAINING WALL: I 1 Sao \ PROVIDE 36" GUARDRAIL -\ WHEN GRADE DIFFERENCE I I LOT IS GREATER tHAN 30" 1 i MARK OPER. MANU. GQUAN. WIDTH HEIGHT MODEL REMARKS A FIXED PELLA 2 i'-0" 5'-0" ASCAW 2341 TEMPERED 5 CASE PELLA 3 6'-4" 4'-0" ASCCC 1541 COMPOSITE (3-2541) EGRESS C AWN PELLA 8 3 -6" 3'-6" ASCLA 4141 D FIXED PELLA 1 3'-0" 3'-0° ASCAW 3535 E CASE PELLA 3 4`-3" 4'-0" ASCCC 5041 COMPOSITE (2-2541) EGRESS = AWN PELLA 12 I'-6" I'-6" ASCAW illl G FIXED D.H. PELLA 4 2`-2" 2'-2" ASCTRDH 2525 H AWN PELLA 14 2'-0" 2'-O" ASCAW 2323 J D.H. PELLA 1 3'-2" 5'-0" ASCDH 3159 K D.H. PELLA 2 3'-2" 4'-0" ASCDH 3151 L D.H. PELLA 3 I'-10" 4'-0" ASCDH 2f41 TEMPERED M D.H. 1 PELLA 1 2'-101, 5'-6" ASCDH 3365 N AWN PELLA 2 2'6" 2'6'i ASCAW 292 9 P FIXED PELLA 6 2'-6" 2'-6" ASCTRCM 2929 TEMPERED 5 FIXED PELLA 1 5 -0 5 -0 ASCCM 5t58 T D. H. PELLA 1 2 -2" 4'-0" ASCDH 2541 TEMPERED U v D_ H. PELLA 2 3'-2" 5'-6" ASCDH 3165 W FIXED PELLA 2 V-6" 3'-6" ASCAW 4141 X FIXED PELLA 1 5'-0" 4'-0" ASCAW 554-1 Y D. H. PELLA 2 2'4" ro'-6" ASCDH 2511 TEMPERED Z FIXED PELLA 1 5'-0" 2'-2" ASCAW 5925 - AA FIXED PELLA 1 4'-0" 4'-0" ASCAW 4141 ae D, H. PELLA 1 V-10" 4'-6" ASCDH 3353 CC FIXED PELLA 1 W=6'-O" _g=5'-0" H=5'-5" R=9'-O" CUSTOM DO D. H. PELLA 6 3'-101, 5'-0" ASCDH 455'B EGRESS EE D. H. PELLA 2 3'-10" b'-0" ASCDH 4511 GG AWN PELLA 2 4'-0" . 3'-6" ASCLA 4141 HH CASE PELLA 2 3'-111, 3'4" ASCCC 4641 COMPOSITE (2-2341) JJ AWN PELLA ` 2 21-8 1/2" 3'-6" 1 CUSTOM FF FIXED PELLA 15 I'-6" 1'-6" ASCCM 111'1 KK CASE PELLA 5 2'-6" 5'-01, ASCCM 2S5e LL AWN PELLA 2 2'-6" 3'-6" CUSTOM w �ti i J.0 ASPHALT DRIVEWAY SNOW �I F \\ STORAGE \- sO V-S" AREA w i SLOPE TO DRAIN;. DAYLIGHT DRAINS F CE OF ABOVE GR4DE, AT THE 0 C NC. C RIB __-,•-- 15PTTOM OF RETAINING ^ti ~ \� INDOOR ' WALL LINSaOF IL 4 cV TRASH 1 , I kTORAGE UNSPS4BILITY oil r as40 A5EM f Z, U3 o'er . to c 00 c I © f o „W L \\mow 146.a0 st - i Eit -. SEVE SEw SE SEV&r__ / SILT - 5���.'� 1 4 5' \ i SEVEO--Y SEVE IL FENCE © \ SEVE 111 �, j } 111 '� , �\W/ HAY' \� � •'t !E pG Q 9'_IN G L E-:FAAHILY `1 D E N_ E EGRESS,1, I I i. a WELL j F ¢ j I DECK ❑ AS ' µ � ' � ''^'i � I E] TRAh?SFORMET,'� \ \ TELE.. PEDESTAL L O T TV PEDES A.L SEWER EGi"S \ [ f t� SERVICE UJELL\`� 5 I 1 I I SILT I \ i FENCE \ W/ HAY bi CURB sroA,. � G SITE FLAN NOTE5 1- ARCHITECTURAL ELEVATION OF 100'-0" \F� �1 Arcnituturatevieoc? PROPERTY ,f' I i ixal- t0-4-LDOD CIVIL ELEVATION OF 8050_0 LINE \FAT � 1 GitsilGotsntsi JLeViecit: I. 2- FROM A SURVEY BY SCHMUESER \�ctQA ` f'erhit �szoo� GORDON MEYER INC, DINE of ___ )eeyisivxs: 118 W. Toth STREET, SUITE 200 501E » 1S Mitwriirangcstr 1 GLENWOOD SPRINGS, 00 8lroOl uNsrAa1 ITY N90000 0� 'E att(rawinas 10-17-zoOa ' Mi+ibrcha�saes to 9-1rd-945-1004 123.04 1 I An raw•i s: 3 -7-,ZOD71 .. DATED: SEPT 20, 2000 \` ELEVATION =n`wN L JOB*: 0(a098-00-iA . O 1 _ FILE.- 11"IP-LOi7Mcc cQ� NOTE: i, SCHEDULE IS BASED ON 'FELLA' WINDOWS AS A DESIGN STANDARD. NOTE; 2. CLADDING COLOR TO BE SELECTED BY OWNER. 3. NATURAL PINE INTERIOR, FIN15N TO BE DETERMINED. 1. ALL ARCHITECTURAL GEOMETRY MEASURED FROM FACE OF STUD, BOTTOM 4. PROVIDE SCREENS. AT ALL VENTING UNITS. OF NEARER, TOP OF CONCRETE, BOTTOM OF BEAM, CENTERLINE OF COLUMN5 5. GLAZING TO BE 5/8" INSULATED GLASS 4 LOW 'E'. OR TOP OF PLY.(F1NI6HED FLOOR = T.O. PLY + i 1/2" FOR CONG. TOPPING SLAB) io, CONFIRM ALL ROUGH OPENINGS PRIOR TO FRAMiNG. 2. ALLOWABLE F.A.R. IS SET AT 600001 BY MAROON CREE< CLUB 0 • AMENDED PLAT. LOT 7 MAROON CREEK CLUB SUBDIVIISON & P. UD. CITY OF ASPEN, CO (;iVTY OF PITKIN, STATE OF COLORADO .1cu*uy " SCALE: 1 " = 500' Notes.- 1. The entire lot area, except the building and activity envelopes, are subject to easements for utilities, irrigation, drainage, signs, trails, golf course etc. as noted on the final plat of Maroon Creek Club. See the final plot for the complete language of these easements. 2. Entire lot is subject to Avigation Easement recorded in Book 730 at Page 690. J. This survey does not represent a title search by this surveyor to determine oNnersh.o or to discover easements or other encumbrances of record. 4. Basis of bearings for this survey was o bearing of N563000"W along the south line of said lot 6, between monuments as shown on this map. 5. 777is map was prepared based upon information from the Maroon Creek Club P.U.D. and Subdivision recorded 15 November 1993 in Plat Book 33 at Page 4 Pitkin County, Colorado and an the Improvement and Topo Survey prepared 27 September 2000. GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C1 300.00 11.23 1 5.62 1 11.23 S0013'11"E 2'08'44" C2 250.00 7.05 1 3.53 7.05 1 S02'54'02"E 1'37'01" C3 250.00 12.81 1 6.41 12.81 1 S0510'37"E 2'56'10" CER77FICA 77ON OF DEDICA TION AND OWNERSHIP Thls plat amends Lot Ma ro on Creek CI u b Su b d. & P. U.D. re e ord e d at Lots 7 & 8 Maroon Creek LLC, o Co/orodo /invited /iabi/ity company, ;s the owner of certain lands in Pitkin County, Colorado located within the Maroon Creek Club Book 33, Page 4, in the office e of the PI t.kin County CI erk and Re e ord er. Subdivision & P.U.D. according to the Plot thereof recorded in Plot Book 33 of Page 04, described as follows. - Lot 7 PRIVATE ACCESS EAS ENT - 4 0' FOUND NAIL I I 00 N N w ;n 0 SS63000F BACK CURB I DEVELOPMENT ENVELOPE AREA = 15,348 SQ. FT. PROPOSED ABANDONED DEVELOPMENT ENVELOPE AREA = 173 SO. FT. rn N89'08'49"W 2�6 PROPOSED I 30.00' 2 EVELOPMENT LOT 8 N )� ENVELOPE _ N85'01'18" W 81 40.' " , s.98' � 16.00• �� • 7 �I� PROPOSED 26\oa 8$8 o BUILDING) ' boo, P 9 a N V) ENVELOPE �'3 OI N N`S6• \ FOUND N0. 5 REBAR AND PROPOSED BUILDING `f000.h PLASTIC CAP LS 20133 ENVELOPE AMENDED \3s 3 AREA = 230 SQ. FT. \ \ Cq \ N \ of N BUILDING ENVELOPE \\\1 FOUND P NAIL I I IU EXISTING BUILDING ENVELOPE AREA = 8,389 SQ. FT. \ \ NOTE: TOTAL PROPOSED BUILDING ENVELOPE AREA = 8,619 SQ. FT. i % 3 SURVEYORS CER77FICATE N 90.00'00" E S`S6• \ 1?6 , o l o w l �000 2 9 000 • a ILO 00V, n n \ \ \ I z 10.0' EXISTING \ I ~DEVELOPMENT ENVELOPE \ \ I 78680 13.51' LOT 8 I, Stephen L. Ehlers, Professional Land Surveyor, do hereby certify that this amended plat of Lot 7, Maroon Creek Club Subdivision & P.U.D. was prepared by me and under my supervision and that the location of the outside boundary, roads and other features are accurately and correctly shown hereon, that the some are based on field surveys performed under my supervision and inaccordance with the Colorado Revised Statutes 197J Title 38, Article 51. l further certify that the error of closure for the boundary is better than 1: 10000. In witness thereof, l have set my hand and seal this ____ day of ------------ 2001 By. Stephen L. Ehlers, L.S. #20133 FOUND NO. 5 REBAR AND N90'00'00"E PLASTIC CAP LS 20133 FOUND NO. 5 REBAR AND 146.00' PLASTIC CAP LS 9184 h W LOT 7 0.888 A C. f - w d-1 Tit/e Examiner's Certificate. - •+ FOUND NO. 5 REBAR AND 123.00' PLASTIC CAP LS 9184 4 as -------- _------ of Pitkin County Title Inc., do hereby certify that l have caused on examination to be mode of the property and based on that examination, the LOTS 7 & 8 MAROON CREEK LLC, is the owner in fee simple of the property free and clear of oil liens and encumbrances except as shown and described on this Plat, which would would adversely effect the intended use of the property to which dedications are public. Dated the STATE OF COLORADO ) day of By. _ 2001. ) COUNTY OF PITKIN ) The foregoing Title Examiners s Certificate has been duly acknowledged before before me this ____ day of , 2001 of Pitkin County Title Company. Witness My Hand and Official Seol. My Commission Expires: - Notary Public Does hereby execute and record this amended Plot for the following purposes. - (A) Adjust the Building Envelope on Lot 7- (8) Adjust the Development Envelope on Lot 7 The amendments do not affect lot size or any easements as shown on the Plat of the Maroon Creek Club Subdivision & P.U.D. recorded in Plat book 33 at Page 04. By. Char/es Israel, Manager STATE OF COLORADO ) ) ss. COUNTY OF PITKIN ) The foregoing instrument was acknowledged before me this _____ day of __ ___ _ 2001, by LOTS 7 & 8 MAROON CREEK LLC, a Colorado Limited Liability Company, by Charles Israel, Manager. WITNESS my hand and official seal. My commission expires [SEAL] Notary Public HOMEOWNERS ASSOCIA TION the Maroon Creek Club Subdivision & P.U.D. Homeowners Association, a Colorado Non Profit Corporation. Gary Albert, President STATE OF COLORADO ) ) ss. COUNTY OF PITK/N ) The foregoing instrument was acknowledged before me this ______doy of 2001, by Maroon Creek Club Subdivision & P.U.D. Homeowners Association, by Gory Albert, President. WITNESS my hand and official seal. My commission expires [SEAL] Notary Public COMMUNITY DEVELOPMENT DIRECTOR APPROVAL This Amended Plot, Lot 7 Maroon Creek Club Subdivision & P.U.D. was opproved by the City of Aspen Community Development Director this ____ day of --------- __---- 2001. City of Aspen Community Development Director CITY ENGINEERS APPROVAL This Amended Plat, Lot 7 Maroon Creek Club Subdivision & P.U.D. was opproved by the City Engineer of the City of Aspen this day of _________________, 2001. City Engineer ACCEPTANCE FOR RECORDING This Amended Plot, Lot 7 Maroon Creek Club Subdivision & P.U.D. is accepted for filing ;n the Office of the Clerk and Recorder of Pitkin County, Colorado, this ___-------- day of -__-------- ____, 2001, in Plot Book ___------ at Pages __� and Reception No. ---- _. By. Clerk and Recorder SURVEYORS SCHMUESER GORDON MEYER INC. BER NUM - REVISION DATE BY Job No.06098-007A Drawn by tkm According to Colorado law, you must commence any legal action based upon any defect in this survey three after __ ENGINEERS 118 W. 6th Street, Suite 200 LOT 7 years you r such fz'rst discover such defect fn no event may any legal action based upon any defect in GM Glenwood Springs, Colorado 81601 MAROON CREEK CLUB AMENDED Date: 08110101 this survey 6e commenced more than ten years (970) 945-1004 (FAX 945-5948) PLAT Appr. by: SE from the date of the certification shown hereon. SCHMUESER _ GORDON MEYER Aspen, Colorado (970) 925-6727 OF File.-06098-007o-op AMENDED PLAT. LOT 7 MAROON CREEK CLUB SUBDIVIISON Bc P. U. D. VICINITY M M SCALE: 1 " = 500' Notes: 1. The entire lot area, except the building and activity envelopes, are subject to easements for utilities, irrigation, drainage, signs, trails, golf course etc. as noted on the fino/ plat of Maroon Creek Club. See the final plat for the complete language of these easements. 2. Entire lot is subject to Avigation Easement recorded in Book 730 of Page 690. J. This survey does not represent c title search by this surveyor to determine ownership or to discover easements or other encumbrances of record. 4. Basis of bearings for this survey was a bearing of N5630'00"W along the south line of said lot 6, between monuments as shown on this map. 5. This map was prepared based upon information from the Maroon Creek Club P.U.D. and Subdivision recorded 15 November 1993 in Plot Book 33 at Page 4 Pitkin County, Colorado and an the Improvement and Topo Survey prepared 27 September 2000. GRAPHIC SCALE 20 0 10 20 40 8o ( IN FEET ) 1 inch = 20 ft. CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C1 300.00 11.23 5.62 11.23 SO013'11"E 2'08'44" C2 250.00 7.05 3.53 7.05 1 S02'54'02"E 1'37'01" C3 250.00 12.81 6.41 12.81 1 S0510'37"E 2'56'10" CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO This plat amends the Development En velop e SURVEYORS CER77FICA TE 1, Stephen L. Ehlers, Professional Land Surveyor, do hereby certify that this Amended Plot of Lot 7 Maroon Creek Club Subdivision & P.U.D. was prepared by me and under my supervision and that the location of the outside boundary, roads and other features are accurately and correctly shown hereon, that the same are based on field surveys performed under my supervision and inoccordance with the Colorado Revised Statutes 1973, Title 38, Article 51. I further certify that the error of closure for the boundary is better than 1: 10000. In witness thereof, I have set my hand and seal this day of 2001. Stephen L. Ehlers, L.S. #20133 7 NO. 5 REBAR AND 7C CAP LS 9184 N AND a Title Examiner's Certificate., /,--- as _ of Pitkin County Title Inc., do hereby certify that / have caused an examination to be mode of the property and based on that examination, the LOTS 7 & 8 MAROON CREEK LLC, is the owner in fee simple of the property free and clear of oll liens and encumbrances except as shown and described on this Plat, which would would adversely effect the intended use of the property to which dedications are public. Dated the __ day of — _ 2001. By. ---- STATE OF COLORADO ) COUNTY OF PITKIN ) The foregoing 771t/e Examiners's Certificate has been duly acknowledged before before me this ___— day of __— 2001 of Pitkin County Tit/e Company. fitness My Hand and Official Seal. My Commission Expires: __ Notary Public CER AF/CA 77ON OF DEDICA 77ON AND OWNERSHIP Lots 7 & 8 Maroon Creek LLC, a Colorado limited liability company, is the owner of certain lands in Pitkin County, Colorado located within the Maroon Creek Club Subdivision & P.U.D. according to the Plat thereof recorded in Plot Book 33 at Page 04, described as follows. Lot 7 Does hereby execute and record this amended Plat for the following purposes: (A) Adjust the Development Envelope on Lot 7- The amendments do not affect lot size or any easements as shown on the Plot of the Maroon Creek Club Subdivision & P.U.D. recorded in Plot book 33 at Page 04. By. Charles Israel, Manager STATE OF COLORADO ) ) ss. COUNTY OF P17KIN The foregoing instrument was acknowledged before me this __—_ day of ___, 2001, by LOTS 7 & 8 MAROON CREEK LLC, a Colorado Limited Liability Company, by Char/es Israel, Manager. WITNESS my hand and official seal. My commission expires [SEAL] Notary Public HOMEOWNERS ASSOCIA 77ON The Maroon Creek Club Subdivision & P.U.D. Homeowners Association, a Colorado Non Profit Corporation. By. - — Gary Albert, President STA7E OF COLORADO ) ) ss. COUNTY OF PITKIN ) The foregoing instrument was acknowledged before me this ____—_day of __—, 2001, by Maroon Creek Club Subdivision & P.U.D. Homeowners Association, by Gory Albert, President. WITNESS my hand and official seal. My commission expires [SEAL] Notary Public COMMUNITY DEVELOPMENT DIRECTOR APPROVAL This Amended Plat, Lot 7 Maroon Creek Club Subdivision & P.U.D. was approved by the City of Aspen Community Development Director this ____ day of 2001. City of Aspen Community Development Director CITY ENGINEERS APPROVAL This Amended Plat Lot 7 Maroon Creek Club Subdivision & P.U.D. was approved by the City Engineer of the City of Aspen this _—day of __��____— 2001. City Engineer ACCEPTANCE FOR RECORDING This Amended Plat, Lot 7 Maroon Creek Club Subdivision & P.U.D. is accepted for filing in the Office of the Clerk and Recorder of Pitkin County, Colorado, this ____—_— day of —, 2001, in Plat Book ------__ at Pages and Reception No. By. Clerk and Recorder Notice: _ SURVEYORS � SCHMUESER GORDON MEYER INC. NUM- BER REVS/ON DATE BY Job No. 06098-007A Accordz'ny to Colorado 1¢w, you must commence any legal action based upon any defect in this survey within three after ENGINEER$ S 118 W. 6th Street, Suite 200 LOT 7 Drawn b y' tkm 1 years you just discover such defect. In no event may ley¢c based defect m j Glenwood Springs, Colorado 81601 MAROON CREEK CL UE Dote: 1J / q 08 ✓ � 0/ any action upon any this survey be commenced more than ten years /� 11 �t ■1 (970) 945-1004 (FAX 945-5948) AMENDED PLA T Appr. by: SE from the date of the certification shown hereon. SCHMUESER GORDON MEYER Aspen, Colorado (970) 925-6727 OC- File: 06098-0070-op • 00 • • Ll 0 W AMEIVDED PLAT LOT � MAR001V CREEK CLUB CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO PRIV' E, Y IMI 1 i 1Yltit SCALE. I" = 500' Notes 1. The entire lot area, except the building and activity envelopes, are subject to easements for utilities, irrigation, drainage, signs, trails, golf course etc. as noted on the final plot of Maroon Creek Club. See the final plat for the complete language of these easements. 2. Entire lot is subject to Avigotion Easement recorded in Book 730 at Page 690. J. This survey does not represent a title search by this surveyor to determine ownership or to discover easements or other encumbrances of record. A/l information pertaining to ownership, easements or other encumbrances of record has been taken from Scedule B Title Commitment Case No. PCT11369PR issued by Pitkin County Title, Inc. Aspen, Colorado dated 14 September 2000. 4. The purpose of this amended plat is to decrease the size of the building envelope and increase the activity envelope, due to the slope instability line shown on this map. 6. Basis of bearings for this survey was a bearing of N5630'00"W along the south line of said lot 6, between monuments as shown on this map. COMMUNITY DEVELOPMENT DIRECTOR APPROVAL This Amended Plat, Lot 7 Maroon Creek Club Subdivision & P.U.D. was approved by the City of Aspen Community Development Director this __—_— day of —_� 2000. City of Aspen Community Development Director Title Certificate: —_�_--------- —_--- does hereby certify that we have examined the title to a// lands shown upon this plat and that the title to such lands is vested in free and clear of all liens, taxes and encumbrances, except as follows: Dated this _—__ day of 2000 by, CITY ENGINEERS APPROVAL This Amended Plot, Lot 7 Maroon Creek Club Subdivision & P.U.D. was approved by the City Engineer of the City of Aspen this ____--_—doy of City Engineer PARKS DIRECTOR APPROVAL This Amended Plat, Lot 7 Maroon Creek Club Subdivision & P.U.D. was approved by the City of Aspen Parks Director this _ day of _—___— 2000. City of Aspen Parks Director PLANNING AND ZONING COMMISSION APPROVAL This Amended Plat, Lot 7 Maroon Creek Club Subdivision & P.U.D. was approved by the City of Aspen Planning and Zoning Commission this ----_—_— day of Chair, City of Aspen Planning and Zoning Commission 2000. CERT/FICAT/ON OF DEDICATION AND OWNERSHIP KNOW ALL BY MEN BY THESE PRESENTS that the undersigned, being the sole owners in fee simple of certain lands in Pitkin County, Colorado, described as follows: Lot 7, Maroon Creek Club Subdivision & P.U.D., City of Aspen, County of Pitkin, State of Colorado, according to the Plot thereof recorded in Plat Book 33 at Page 04. Have by these presents, laid out, plotted and amended the some as shown hereon, and designate that some as the Amended Plot, Lot 7 Maroon Creek Club Subdivision & P.U.D., in the City of Aspen, County of Pitkin, State of Colorado, and do hereby grant to the City of Aspen, County of Pitkin, State of Colorado, for public use, the utility and roadway easements and rights —of —way shown hereon for utility and roadway purposes only, and so further state that the future owners of the lot hereby plotted shall agree to join any future improvement districts which may be formed for construction of right—of—way improvements in adjacent and neighborhood public rights —of —way. Executed this _—_____— day of __------ --- A.D., 2000. Owner STATE OF COLORADO ) ) ss. COUNTY OF P/TKIN ) The foregoing instrument was acknowledged before me this _—__--___—__ day of ----------- 2000, by-- -------- WItness by hand and official seal, My commission expires:— __ Notary Public SURVEYORS CERTIFICA TE 1, Stephen L. Ehlers, Professional Land Surveyor, do hereby certify that this amended plat of Lot 7, Maroon Creek Club Subdivision & P.U.D. was prepared by me and under my supervision and that the location of the outside boundary, roads and other features ore accurately and correctly shown hereon, that the some are based on field surveys performed under my supervision and in accordance with the Colorado Revised Statutes 197J Title 38 Article 51, l further certify that the error of closure for the boundary is better than 1: 10000. In witness thereof, l have set my hand and seal this 2000. BY------------------ Stephen L. Ehlers, L.S. #20133 CITY APPROVAL AND ACCEPTANCE day of This Amended Plat, Lot 7 Maroon Creek Club Subdivision & P.U.D. and the dedications shown and noted hereon ore hereby approved and accepted by the City Council of the City of Aspen, this day of __—_— --------- ------------ 2000. By. Attest: Mayor City Clerk ACCEPTANCE FOR RECORDING This Amended Plot, Lot 7 Maroon Creek Club Subdivision & P.U.D. is accepted for filing in the Office of the Clerk and Recorder of Pitkin County, Colorado, this ___—__----- day of 2000, in Plat Book ---- ----- at 2000. Pages _ and Reception No. By. Clerk and Recorder Alft, — - — � 10 L 0 Y 1CI 1 i 1YltiC SCALE: 1" = 500' AMEArDED PLAT, LOT 7 MAR001V CREEK CL -- CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO Notes 1. The entire lot area, except the building and activity envelopes, are subject to easements for utilities, irrigation, drainage, signs, trails, golf course etc. as noted on the final plot of Maroon Creek Club. See the final plat for the complete language of these easements. 2. Entire lot is subject to Avigotion Easement recorded in Book 730 at Page 690. J. This survey does not represent a title search by this surveyor to determine ownership or to discover easements or other encumbrances of record. A/l information pertaining to ownership, easements or other encumbrances of record has been taken from Scedule B Title Commitment Case No. PCT11369PR issued by Pitkin County Title, Inc. Aspen, Colorado dated 14 September 2000. 4. The purpose of this amended plat is to decrease the size of the building envelope and increase the activity envelope, due to the slope instability line shown on this map. 6. Basis of bearings for this survey was a bearing of N5630 00"W along the south line of said lot 6, between monuments as shown on this map. COMMUNITY DEVELOPMENT DIRECTOR APPROVAL This Amended Plat, Lot 7 Maroon Creek Club Subdivision & P.U.D. was approved by the City of Aspen Community Development Director this __—_— day of __—_^�_� 2000. City of Aspen Community Development Director Title Certificate: does hereby certify that we have examined the title to all lands shown upon this plat and that the title to such lands is vested in free and clear of o/l liens, taxes and encumbrances, except as follows: Dated this _—_ day of 2000 by, CITY ENGINEERS APPROVAL This Amended Plat, Lot 7 Maroon Creek Club Subdivision & P.U.D. was approved by the City Engineer of the City of Aspow this —day of __�__�� 2000. City Engineer PARKS DIRECTOR APPROVAL This Amended Plot, Lot 7 Maroon Creek Club Subdivision & P.U.D. was approved by the City of Aspen Parks Director this day of 2000. City of Aspen Parks Director PLANNING AND ZONING COMMISSION APPROVAL This Amended Plat, Lot 7 Maroon Creek Club Subdivision & P.U.D. was approved by the City of Aspen Planning and Zoning Commission this------- doy of Choir, City of Aspen Planning and Zoning Commission CERTIFICAT/ON OF DEDICATION AND OWNERSHIP KNOW ALL BY MEN BY THESE PRESENTS that the undersigned, being the sole owners in fee simple of certain lands in Pitkin County, Colorado, described as follows: Lot 7, Maroon Creek Club Subdivision & P.U.D., City of Aspen, County of Pitkin, State of Colorado, according to the Plot thereof recorded in Plot Book 33 at Page 04. Have by these presents, laid out, plotted and amended the same as shown hereon, and designate that same as the Amended Plot, Lot 7 Maroon Creek Club Subdivision & P.U.D., in the City of Aspen, County of Pitkin, State of Colorado, and do hereby grant to the City of Aspen, County of Pitkin, State of Colorado, for public use, the utility and roadway easements and rights—of—woy shown hereon for utility and roadway purposes only, and so further state that the future owners of the lot hereby platted shall agree to join any future improvement districts which may be formed for construction of right—of—way improvements in adjacent and neighborhood public rights —of —way. Executed this __—__— day of Owner STATE OF COLORADO ) ) ss. COUNTY OF P/TKIN ) The foregoing instrument was acknowledged before me this ---------------• 2000, by ------- Witness by hand and official seal, My commission expires: Notary Public SURVEYORS CERT/FICA 7E" A. D., 2000. day of 1, Stephen L. Ehlers, Professional Land Surveyor, do hereby certify that this amended plat of Lot 7 Maroon Creek Club Subdivision & P.U.D. was prepared by me and under my supervision and that the location of the outside boundary, roods and other features are accurately and correctly shown hereon, that the some are based on field surveys performed under my supervision and in accordance with the Colorado Revised Statutes 1973, Title 38, Article 51, l further certify that the error of closure for the boundary is better than 1: 10000. In witness thereof, l have set my hand and seal this 2000 By. Stephen L. Ehlers, L.S. #20133 CITY APPROVAL AND ACCEPTANCE day of This Amended Plat, Lot 7 Maroon Creek Club Subdivision & P.U.D. and the dedications shown and noted hereon are hereby approved and accepted by the City Council of the City of Aspen, this __—_._.__—_ day of __—_---- —_--_------------ 2000. By. Attest.• Mayor City Clerk ACCEPTANCE FOR RECORDING This Amended Plat, Lot 7 Maroon Creek Club Subdivision & P.U.D. is accepted for filing in the Office of the Clerk and Recorder of Pitkin County, Colorado, this _____------ day of _1 2000, in Plat Book at 2000. Pages — , and Reception No. By. Clerk and Recorder Aft Aft