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HomeMy WebLinkAboutLand Use Case.700 Main St.50A-87 Olt CASELOAD SUMMARY SHEET City of Aspen DATE RECEIVED: X-V// 7 PARCEL ID AND CASE NO. DATE COMPLETE: 2134-0'3-d1--C(0. r 7/9 STAFF MEMBER: L PROJECT NAME: TM -16 n ftsi ddrba( eiV p r4 D Project Address: APPLICANT: / ' ii+ Al • • Applicant Address: �� ,u��(/,//:�'���/N//MnIN rf]] J//fin 42 REPRESENTATIVE: C +' t //• • Representative Address/Phone: WIEMPAWOli'MiMMAji��1,N'u D5 -i 164 PAID: #S) NO AMOUNT: 0-3/ /w. 4D 1) TYPE OF APPLICATION: / 1 STEP: 2 STEP: V 2) IF 1 STEP APPLICATION GOES TO: . P&Z CC 3) PUBLIC HEARING IS BEFORE: ` - hQtiJb H htl4 rilg-A r.f1 P&Z + A�ry4e. 3 CC N/A . DATE REFERRED: 2 ' �I INITIALS:`lJ- REFERRALS: City Attorney Mtn. Bell School District V City Engineer V Parks Dept. Rocky Mtn Nat Gas Housing Dir. Holy Cross State Hwy Dept(GW) Aspen Water / Fire Marshall State Hwy Dept(GJ) City Electric Fire Chief Bldg:Zon/Inspect Envir. Hlth. Roaring Fork f Roaring Fork . Aspen Consol. Transit Energy Center S.D. ) / s FINAL ROUTING: DATE ROUTED: l/ l� GIIINITIAL: ( - City Atty City Engineer Bldg. Dept.1 As Other: FILE STATUS AND LOCATION: ' i I I 1 APPLICATION FOR GMP RESIDENTIAL ALLOTMENT December 1 , 1987 ' Submitted to: City of Aspen Planning Office 130 South Galena Street Aspen, Colorado 81611 925-2020 Applicant : Fine Associates IDS Center, Suite 1916 Minneapolis , Minnesota 55402 (612) 332-2561 Attorneys : Gideon Kaufman I Law Offices of Gideon I . Kaufman, P.C. 315 E. Hyman Avenue , Suite 305 Aspen, Colorado 81611 1 925-8166 Architect: Leonard Parker & Associates . 430 Oak Grove Minneapolis , Minnesota 55403 (612) 871-6864 Hagman Yaw Architects Ltd. 210 South Galena Street Aspen, Colorado 81611 925-2867 Landscape Architect: Design Workshop, Inc . 710 East Durant Aspen, Colorado 81611 925-8354 ' Civil Engineers : Rea-Cassens & Associates, Inc. 4388 South Windermere Englewood, Colorado 80110 789-4428 1 Planner: Joe Wells 608 East Hyman Aspen, Colorado 925-6866 1 1 1 • I II TABLE OF CONTENTS Page # fA. BASIC INFORMATION 1 II1 . Project Information 1 aa. Water System 2 Ibb. Sewage Treatment System 2 cc . Storm Drainage 3 Idd. Fire Protection System 5 II ee. Total Development Area - Type of Units - Proximity to Schools 5 ff. Traffic 6 II gg. Location - 7 hh. Location Relative to Retail and Service Outlets 7 IIii . Adjacent Uses 7 jj . Construction Schedule 8 II2 . Site Utilization Maps 8 aa. Energy 8 Ibb. Landscaping and Open Space 9 1 cc . Zoning District 10 B. REVIEW CRITERIA 10 1 1 . Availability of Public Facilities and Services 10 aa. Water 10 II - bb. Sewer 10 IIcc . Storm Drainage 11 dd. Fire Protection 13 Iee . Parking Design 13 ff. Traffic Analysis and Road System 14 II i I I • • I Page # II2 . Quality of Design 15 ilaa. Neighborhood Compatability 15 bb. Site Design 17 IIcc. Energy 20 dd. Trails 21 Iee. Green Space 22 I II 3 . Proximity to Support Services 23 aa. Public Transportation 23 1 IIbb. Community Commercial Facilities 23 4 . Provisions for Employee Housing 23 11 5 . Bonus Points 24 II MAPS Vicinity Map Map Ma Ma #1 IZoning Map Map #1 Location Map Map #1 I . Transportation/Circulation Map Map #2 Existing Conditions/Survey Map #3 Utilities Map Map #3 IIContext Map Map #4 Site Concept Map #5 IGarage Level Plan Map #6 1 Main and Spring Building Elevation Map #7 Site Sections Map #8 I Preliminary Unit Floor Plans Map #9 and 10 I 1i 111 , • • DIllustrative Site Plan Map #11 Landscape Plan Map #12 aEXHIBITS Fire Marshall Letter Exhibit 1 11 a . 1 a a a Iiii a • A. BASIC INFORMATION 1 . Project Information. 11 This application for GMP allotment under Section 24-11 .4 of the Municipal Code of the City of Aspen (hereinafter "the Code" ) seeks an allotment for fourteen (14) free-market residential units to be built in conjunction with one (1) ' one-bedroom low income restricted employee unit on the northeast corner of Main Street and Spring Street. Three units have existed on site and will be reconstructed pursuant to Applicant ' s plan for improving the Property and per Section 24-11 . 2 (a) . The property is bordered by the Concept 600 Building and is across the street from Original Curve Condominiums. This land is located within the RMF PUD zone 1 on a total area of 60 , 016 square feet. The multi-family units are being configured into three 1 (3) separate buildings connected by a common underground parking structure . The majority of the units are located near the northern perimeter of the site , back from Main Street. This siting enables the project to reduce its visual impact, to create views of Aspen Mountain, and to permit a large landscaped open space area within the interior portions of the site . The cottonwood trees at the corner of Spring and Main are being preserved, and a park-like open space area is being created at that corner. 1 In order to preserve the natural quality of the embankment of the Roaring Fork River, none of the units step down to the river. Almost all required parking is being placed underground. The building cluster closest to Main Street has been positioned to create a scaled down transition from the Concept 600 Building, and to enhance the open space experience of the site. By staggering the units at the corner of Spring Street and Main Street, the park-like quality of the corner which has been historically defined by the tall cottonwood trees has been preserved. Similarly, the stepped back configuration on the east side of the property opens the Main Street view towards Herron Park and the mountains beyond. Great care was taken in our site plan to blend with the existing development in this transitional neighborhood. The I total FAR for the project will be less than what is currently permitted by the Code , and while fifty (50) bedrooms are permitted, only forty-five (45) are being requested. A tremendous amount of work has gone into the open space and landscaping concept of the project and, as a result, approximately thirty-two percent (32%) of the site will be covered with buildings . The site plan has been configured to create a significant and continuous landscaped interior open space between buildings . A swimming pool and recreational building highlight project amenities . The applicant is - 1 - 1 411 III I concurrently applying for Conceptual P.U.D. , Conceptual II Subdivision, Mandatory P.U.D. , Stream Margin Review, and Special Review for Exempting Employee Housing from the GMP Process. Iaa. 24-11 . 4 (a) (laa) Water System. The existing water system in the vicinity of the site I includes a 6" cast iron main in the south side of Main Street, an 8" cast iron main in the east side of Spring Street, an 8" ductile iron line on the north side of the site I which serves the Creektree condominiums and a 6" cast iron main located in the north side of Main Street which presently dead-ends approximately fifty (50) feet east of Spring Street. IIThe Director of the Aspen Water Department estimates that the water pressure in the 6" mains is approximately 100 I . P.S . I . , and in the 8" main is approximately 110 P.S .I . The Director has confirmed that more than adequate capacity, including storage treatment and delivery capacity, remains in 1 ' the existing system to serve the eighteen (18) residential units proposed. Based on discussions with the Director, and as calculated below, the demand at the project has been estimated as approximately 6 , 250 gallons per day (g.p.d. ) . II The system capacity at this location is in excess of 50 , 000 g.p.d. 1 Residential Units Population 2 4-bedroom units @ 5/unit = 10 . 0 II 6 3-bedroom units @ 4/unit = 24 . 0 9 2-bedroom units @ 3/unit 27 . 0 1 1-bedroom unit @ 1 . 5/unit = 1 .5 1 62 .5 The estimated water usage is 100 gallons per person per Iday (g.p.d. ) ; estimated peak water usage is therefore 6 , 250 per day. Ibb. 24-11 . 4 (a) (lbb) Sewage Treatment System. The site is serviced by the Rio Grande collection system of the Aspen Consolidated Sanitation District. An 8" line II dead ends in the site from Spring Street generally opposite the alley behind the Concept 600 Building. The collection line extends north to the end of Spring Street, and then I northeast through the park, connecting to the main trunk line to the sewer plant on the opposite side of the river. Conversations with District personnel have confirmed that there are very few service connections to this line, and that there is more than enough capacity remaining in the I - 2 - 1 ! • 1 system to service the project. The peak demand generated by 1 the project is expected to equal water usage , calculated in paragraph aa. above, or 6 , 250 gallons per day (g.p.d. ) cc. 24-11 . 4 (a) (icc) Storm Drainage. 1 . Existing Conditions . The site topography presently directs surface drainage to two major watershed ' areas . The western two-thirds of the site generally drains to the southwest, west, and northwest at slopes of 4% to 8% . Grasses and weeds cover a significant portion of the area. ' Four structures (along with associated yard landscaping and paved or gravel driveways) are also found on this end of the site . Surface flow is collected along the curb and gutter on Main Street and Spring Street, with a concentration of run-off occurring at the northwest corner of the site . This drainage presently flows across Bleeker Street, down an embankment adjacent to the Rio Grande Trail and into the ' Roaring Fork River. On-site erosion appears negligible, but erosion is occurring off-site as the water flows to the river. The 36" storm sewer line located under Spring Street is undersized for current city storm loading requirements . The eastern one-third of the site is characterized by surface flows to the northeast and east at slopes in excess ' of 25% . Existing vegetation consists mainly of cottonwood trees and small riparian shrubs and grasses , with many areas of the embankment showing erosion. A major portion of drainage from this watershed flows directly into the Roaring Fork River, although a small amount flows towards the northeast before ultimately emptying into the river. ' River levels for a 100-year storm event vary in elevation from approximately 7 , 884 feet to 7 , 893 feet along the eastern edge of the site , which is a difference of 24 feet to 15 feet from the flood elevation to the top of the embankment. Preliminary calculations for storm water detention volumes generated on-site during a 100-year storm 1 event show a range of 1 , 500-2 ,500 cubic feet. In summary, the existing negative drainage factors in the area presently include: (1) off-site erosion adjacent to the northwest corner of the site and on-site erosion along the river embankment; (2) an orientation of site drainage toward street sewer systems which are under capacity; (3) an ' existing storm sewer line adjacent to the site which is undersized for current city storm water loading; and (4) a lack of curb and gutter along Main Street adjacent to the ' southeast corner of the site which allows some street surface flow direct access to the river. ' 2 . Proposed Drainage System. The major drainage concept intends tpo:os (1) accommodate City of Aspen - 3 - 1 • regulations on drainage and correct site and area drainage ' problems. This will be accomplished by providing on-site detention for all site drainage within the developable portion of the site; (2) re-orient the drainage pattern of the site so that water is effectively collected and routed to the east, thereby eliminating the negative impacts in the Spring Street area; (3) release detained storm water through a percolation system which would allow indirect access back ' into the river and provide sediment removal through filtration; (4) eliminate the use of the Spring Street storm drainage system so that the burden on an already undersized 11 system would decrease , and (5) provide for approved techniques and considerations to minimize the erosion potential during construction, especially as it relates to the flow of pollutants or sediment into the river. ' The proposed system will rely on an integration of several elements to effectively address the present negative drainage issues summarized previously and the complex drainage requirements related to site development. Specific elements include: (1 ) surface drainage; (2) shallow ' subsurface drainage; (3) deep subsurface drainage; and (4) gutter flow modifications . A. Surface Drainage. Surface drainage will be 1 directed, channeled and collected through surface grading. Collected water will be picked up in hard surfaced areas and in sodded or planted areas with area drain inlets . The collected run-off will be routed via underground piping to detention structures at the east end of the developed area. The structures will allow percolation of the stored water down to the water table and subsequently into the river. ' Capacities will be designed to meet 100-year storm event volumes . Underground detention structures will allow overflow volumes (in excess of 100 year levels) to be piped directly to the river. Run-off from all building roofs will also be collected in this system. B. Subsurface Drainage (3-5 ' depth) . A common system will be used to drain all recessed patio areas and the area above the parking garage roof. Area drains will be located in the patio areas while a layered drainage system will be integrated into the design of the roof structure directly above the slab to direct water away from the structure . Drainage from this system will be collected and ' piped to the underground detention structures described previously. C. Subsurface Drainage (10-15 ' depth) . Drainage within the parking structure 'will be collected in a trench drain at the west end of the floor area, routed through a ' sand and oil trap, and stored in a dry well structure at the west end of the site . Stored water will be fed to the detention structure at the east end of the site , and overflow 1 - 4 - • • will be piped to the river (in the event of possible flooding from high water on Spring Street) . Footing and foundation drainage for the garage floor and basements will be collected in a system of piping 1 and gravel underlying those areas . Water will be ultimately detained on the east side of the site in a similar fashion to the upper level subsurface and surface drainage . If studies indicate that the presence of a high water table will conflict with lower level collection and storage, pumps will be utilized to elevate the water to underground structures ' above the water table. D. Gutter Flow Modifications . Curb and gutter will be added along Main Street where direct flows of water ' from street surface access the river. The curb cut at the garage entrance on Spring Street will also be carefully designed so as to limit the potential flooding of the garage ' by on-street water flows during peak storm events when the existing undersized storm sewer will not contain all run-off. dd. 24-11 (a) (ldd) Fire Protection System. There are presently three (3) fire hydrants around the perimeter of the site . They are located at the southwest, northwest and northeast corners of the property. The fire hydrant locations are delineated on the Improvement Survey. The parking garage will be equipped with an automatic fire ' sprinkling system. The project is- within four blocks of the downtown Aspen I fire station. Response time is expected to be less than five minutes . The district has the ability to service the project without establishing a new station or the addition of any new ' major firefighting equipment. ee . 24-11 (lee) Total Development Area - Type of Units - Proximity to Schools. ' Total development FAR area permitted is 50 , 497 square feet., Project will utilize less than permitted square footage. Employee Housing: ' One one-bedroom low income restricted unit will be built. While low income rent will _ be charged, employees of the project will be given occupancy priority even if their ' income exceeds the low income guidelines . A parking space will be provided for the employee unit. Cash-in-lieu payments for fifty percent (50%) low income employees in the amount of $685 , 000 will be made on a pro-rated basis as building permits are issued. 1 - 5 - 1 • • Free-market housing will be 17 multi-family units . The ' sale price will be market, and the rental price will be market. There will be on-site parking for each bedroom of free-market units . ' The upper and lower elementary schools are within one mile . Distance to the middle and high school is 2 miles . The nearest school bus pick-up- point is located on the corner of Hyman Avenue and Original Street. ff. Section 24-11 . 4 (a) (lff) Traffic. ' The project location at the corner of East Main Street - and South Spring Street provides excellent access on existing paved streets with adequate capacity. Vehicular access to ' the site will be from two locations on Spring Street. The entry for short-term parking, drop-off, pick-up and service vehicles is 100 feet from the intersection of Main and Spring ' to avoid turning movement conflicts . The parking garage entry is located approximately 200 feet from the Main and Spring intersection. An existing potentially hazardous curb ' cut on Main Street will be eliminated. The daily vehicular one-way trips generated by the development on an average winter weekday (February-March) is projected to be 47 , or 0 . 5% of the 1986 annual average daily traffic (AADT) as projected for Main Street by the Colorado Division of Highways . The peak hours would coincide with the ' morning and afternoon ski traffic peaks , and would be expected to occur primarily on Main Street. The peak hour volume from the project is projected to be 7 vehicles per hour. None of the above projections include any credit for ' traffic currently being generated by existing uses . Therefore, net increases will be still smaller. ' Parking will be provided in the ratio of one space per bedroom with 41 spaces in a below grade parking structure and 4 surface spaces . (1) Parking. The project will accommodate all parking on-site, and will not add parking on Main Street. ' Site location will encourage bicycle and pedestrian rather than automobile traffic . The site is within easy walking or bicycling distance of all essential neighborhood commercial , and retail services , as well as skiing. Bus routes are adjacent to the site . No reduction in the off-street parking requirement is ' proposed. All but four (4) parking spaces will be accommodated underground. The caretaker/manager residence will have parking for its vehicles . Parking will be available' for visitors and/or service vehicles . No parking - 6 - i • • 1 on open space areas will be allowed. This , along with underground parking, will minimize any visual impact of parking. (2) Auto Disincentive. The Applicant proposes to provide a shuttle service for early morning and late afternoon operations during the ski season for the purpose of providing skier and shopping access to the core areas of town. The Applicant proposes no summer shuttle service due to heavy pedestrian activity in the City, close proximity to the town, and use of bicycles . The project ' s close proximity ' to the downtown will serve as additional auto disincentive. The site is only four blocks from the Hyman Avenue Mall, and the majority of the commercial core is within reasonable walking distance . Both the Snowbunny and Highlands bus ' routes provide service twice an hour each from the intersection of Spring and Main to City Market, Little Nell and the Rubey Park bus depot. The shuttle van will be ' available to complement public bus service . These auto disincentives indicate a relatively low auto use factor. gg. 24-11 . 4 (a) (lgg) Location. The few site is blocks twfrom o milthe es from Aspen Valley Hospital, and ' five miles from Sardy Field, the airport. The property is only a Aspen Mountain Ski Area, and is across the street from, a bus stop. The site abuts Herron Park. The estimated increase on public facilities is ' minimal, and the capacity of these facilities is more than sufficient to absorb any minimal increase . ' hh. 24-11 . 4 (a) (lhh) Location Relative to Retail and Service Outlets . The proposed development is within easy walking distance ' to the downtown core, and retail outlets including City Market. Existing commercial facilities are one block away. Because public transportion is so accessible to this project, as well as bike trails, automobile use for retail trips will be less frequent than it would be for other areas . The proposed development will cause little impact and will not ' increase the demands on existing retail and service outlets . ii. 24-114 (a) (lii) Adjacent Uses . ' The proposed development is fully compatible with the surrounding residential and commercial uses in the neighborhood, and will compliment the existing uses . Its ' ' multi-family character fits in nicely with the other multi-family and commercial development in the neighborhood. The development pattern blends with the existing development patterns of the neighborhood. _ - 7 - • • 1 jj . 24-11 . 4 (a) (ljj) Construction Schedule. It is estimated that the improvements will begin in the summer of 1988 , and that construction will be completed in 1989 . 2 . Site Utilization Maps . ' The information contained in this section supplements the maps and plans submitted within this application. aa. 24-11 (a) (2aa) Energy. The Applicant is committed to minimize energy consumption. In the 700 Main project, energy provisions have ' been carefully evaluated and integrated in order to insure that expenditures of energy are minimal and benefits gained are optimal . An example of the energy saving techniques that ' will be utilized are as follows: . (1) Building Orientation and Solar Utilization. ' The majority of building units have major view and glass orientation to the south. Special glazing will minimize heat loss , as described below, during the colder months . Operable windows will provide ample cooling and through-ventilation ' from north to south during the warmer months . (2) Glazing. Non-south glazing will be low E double-glazed insulating units in order to minimize both long wave radiation and conductive heat loss. Significant amounts of glazing will be placed on the southern face of the units ' to insure maximum solar gain and daylight. (3) Insulation. Insulation values for exterior walls and surfaces are designed to significantly exceed minimum energy standards . The project will provide. R-38 or better in the roof assembly, and R-25 or better in the exterior walls . In addition, rigid insulation will be used to insulate the perimeter foundation walls of the townhouse units at a value of R-12 or better. (4) Mechanical Systems. Each unit will employ ' state of the art mechanical systems , including ninety percent (90%) efficiency or equivalent hot water boilers for both domestic hot water and space heat at the building perimeters . ' This will be done even though this type of system is more expensive to install than a conventional space heating system. This system will, however, use substantially less ' energy. The need for cooling on this project is minimal , and operable windows to `maximize through ventilation is contemplated. ' (5) Fixtures . Low consumption water closets and shower heads will be installed throughout the project. The - 8 - 1 • • swimming pool and hot tub will be heated by high efficiency ' boilers, and will be insulated by roll-out pool covers employed during periods of non-use. (6) Infiltration. Vapor barriers will be provided I . at all exterior walls and roofs on the indoor side of insulation to help prevent air infiltration and humidity loss . All doors , windows , electrical outlets , and ' penetrations at the vapor barriers will be sealed and insulated. (7) Party Walls . Great care has been taken to ' maximize the extent of party wall sharing, thereby reducing all forms of heat loss . This has been accomplished by tight clustering of the units, and is deemed a major contribution in securing optimal energy performance for each unit. (8) Fireplaces. There will be no woodburning ' fireplaces in the project. This is a strong commitment by the developer to address Aspen ' s No. 1 problem - air pollution . ' (9) Parking Garage Exhaust. Exhaust fumes from the parking garage will be mechanically removed through a ventilation duct which will exhaust at the roof level of the north building cluster. bb. 24-11 (a) (2bb) Landscaping and Open Space. ' Proposed landscaping and screening attempts to preserve natural terrain and open space . All utilities will be underground. Approximately thirty-two percent (32%) of the site is covered with building footprints , which means the remaining sixty-eight percent (68%) of the site will have an open feeling. Proposed open space exceeds the present Code ' requirement, and under proposed regulations , open space could be as high as 55% . The green space is divided into two major categories . (1) The interior courtyard and swimming pool area. This area is primarily for resident use . (2) The extension of the river park environment along the south edge of the site adjoining Main Street. This is designed for both resident and public use . The large cottonwoods , which are unique to the site, will be saved. All but four (4) of the forty-five (45) required parking ' spaces will be underground. This design feature will enhance the feeling of open space . The interior courtyard will provide for informal activities and access to the pool area. ' Plantings will be used to accentuate green space qualities and provide visual interest. Most existing trees on site with caliper exceeding 6" will be relocated and integrated _ 9 - • • 1 into the landscaping plan. The south side of the site along ' Main Street will serve as an extension of the river corridor park area. The existing cottonwoods at the corner of Spring and Main Street, together with cottonwoods along the river, will be supplemented with additional trees, and native ' plantings . A new sidewalk will be constructed which, along with adjacent landscaping, will visually buffer the building from the street and increase the usable public space. ' cc. 24-11 (a) (2cc) Zoning District. The project is in the RMF P .U.D. District. The ' surrounding uses are multi-family and commercial. B. REVIEW CRITERIA ' 1 . Availability of Public Facilities and Services . aa. 24-11 . 4 (b) (1) Water. Based on discussions with the Director of the Aspen ' Water Department, the capacity of the existing water supply system is more than adequate to service the project. . The most significant problem in the water system in this area is the absence of adequate isolation valves . Isolation valves enable the Water Department to avoid interruption of service to other properties in the event of a problem in the system adjacent to the site. ' In order to improve the quality of water service in the area, the Applicant proposes to add an isolation valve in the Main Street line adjacent to the hydrant at Spring and Main. A second isolation valve will be added in the Spring Street main. Another improvement to the water system proposed by the Applicant is to extend the 6" deadend line on the north side of Main Street to the east in order to provide a new hydrant at the southeast corner of the site. An interconnect will also be installed under Main Street to the 6" line on ' the south side of the street in order to loop this segment of line. All of these improvements will significantly improve the quality of water service in the area. 1 bb. 24-11 . 4 (b) (1) Sewer. An 8" line of the Aspen Consolidated Sanitation ' District ' s Rio Grande Collection System is located on site . This line extends north in Spring Street and then northeast to the District trunk line north of the river. The capacity 1 of the sewer system is more, than adequate to accommodate the demand from the project, estimated to be 6 , 250 g.p.d. Approximately 300 feet of the system north of the site is plagued by infiltration resulting from broken pipe and root intrusion problems . In order to improve sewer service in the area, the Applicant, based on discussions with the Sanitation - 10 - I ® • I District, will slip line with plastic pipe the last segment I of the Rio Grande Collection System leading to the trunk line (approximately 300 feet) . This will eliminate infiltration which has been a problem in the past, and will also have a positive effect on capacity of the line because of the smooth Isurface of the new lining. cc . 24-11 . 4 (b) (1) Storm Drainage. I1 . Existing Conditions . The site topography presently directs surface drainage to two major watershed areas . The western two-thirds of the site generally drains Ito the southwest, west, and northwest at slopes of 4% to 8% . Grasses and weeds cover a significant portion of the area. Four structures (along with associated yard landscaping and I paved or gravel driveways) are also found on this end of the - site . Surface flow is collected along the curb and gutter on Main Street and Spring Street, with a concentration of I run-off occurring at the northwest corner of the site . This drainage presently flows across Bleeker Street, down an embankment adjacent to the Rio Grande Trail and into the Roaring Fork River. On-site erosion appears negligible, but I erosion is occurring off-site as the water flows to the river. The 36" storm sewer line located under Spring Street P g is undersized for current city storm loading requirements . IThe eastern one-third of the site is characterized by surface flows to the northeast and east at slopes in excess I . of 25% . Existing vegetation consists mainly of cottonwood trees and small riparian shrubs and grasses , with areas of the embankment showing erosion. A major portion of drainage I from this watershed flows directly into the Roaring Fork River, although a small amount flows towards the northeast before ultimately emptying into the river. II ,River levels for a 100-year storm event vary in elevation from approximately 7 , 884 feet to 7 , 893 feet along the eastern edge of the site, which is a difference of 24 I feet to 15 feet from the flood elevation to the top of the embankment. Preliminary calculations for storm water detention volumes generated on-site during a 100-year storm Uevent show a range of 1 , 500-2 , 500 cubic feet. In summary, the existing negative drainage factors in the area presently include: (1) off-site erosion adjacent to I the northwest corner of the site and on-site erosion along the river embankment; (2) an orientation of site drainage toward street sewer systems which are under capacity; (3) an Iexisting storm sewer line adjacent to the site which is _ undersized for current city storm water loading; and (4) a lack of curb and gutter along Main Street adjacent to the I southeast corner of the site which allows some street surface flow direct access to the river. 11 - 2 . Proposed Drainage System. The major drainage ' concept intends to: (1) accommodate City of Aspen regulations on drainage and correct site and area drainage problems . This will be accomplished by providing on-site detention for all site drainage within the developable ' portion of the site; (2) re-orient the drainage pattern of the site so that water is effectively collected and routed to the east, thereby eliminating the negative impacts in the Spring Street area; (3) release detained storm water through a percolation system which would allow indirect access back into the river and provide sediment removal through filtration; (4) eliminate the use of the Spring Street storm ' drainage system so that the burden on an already undersized system would decrease , and (5) provide for approved techniques and considerations to minimize the erosion potential during construction, especially as it relates to the flow of pollutants or sediment into the river. ' The proposed system will rely on an integration of several elements to effectively address the present negative drainage issues summarized previously and the complex drainage requirements. related to site development. Specific elements include : (1) surface drainage; (2) shallow subsurface drainage; (3) deep subsurface drainage; and (4) gutter flow modifications . ' A. Surface Drainage . Surface drainage will be directed, channeled and collected through surface grading. ' Collected water will be picked up in hard surfaced areas and in sodded or planted areas with area drain inlets . The collected run-off will be routed via underground piping to detention structures at the east end of the developed area. The structures will allow percolation of the stored water down to the water table and subsequently into the river. Overflow capacities will be designed to meet 100-year storm ' event volumes , and will be piped directly to the river. Run-off from all building roofs will also be collected in this system. ' B . Subsurface Drainage (3-5 ' depth) . A common system will be used to drain all recessed patio areas and the ' area above the parking garage roof. Area drains will be located in the patio areas while a layered drainage system will be integrated into the design of the roof structure directly above the slab to direct water away from the ' structure. Drainage from this system will be collected and piped to the detention structures described previously. ' C. Subsurface Drainage (10-15 ' depth) . Drainage within the parking structure will he collected in a trench drain at the west end of the floor area, routed through a sand and oil trap, and stored in a dry well structure at the west end of the site . Stored water will be fed to the detention structure at the east end of the site , and overflow will be piped to the river (in the event of possible flooding ' - 12 - ' • • 1 - from high water on Spring Street) . Footing and foundation drainage for the garage floor and basements will be collected in a system of piping and gravel underlying those areas . Water will be ultimately I detained on the east side of the site in a similar fashion to the upper level subsurface and surface drainage. If studies indicate that the presence of a high water table will ' conflict with lower level collection and storage, pumps will be utilized to elevate the water to underground structures above the water table. ' D. Gutter Flow Modifications . Curb and gutter will be added along Main Street where direct flows of water from street surface access the river. . The curb cut at the ' garage entrance on Spring Street will also be carefully designed so as to limit the potential flooding of the garage by on-street water flows during peak storm events when the ' existing undersized storm sewer will not contain all run-off. dd. 24-11 . 4 (b) (1) Fire Protection. There are three fire hydrants around the site ' s boundary - one at each corner with the exception of the southeast corner. The Fire Marshall has confirmed that water pressure ' in the area is more than adequate to provide fire flows to the site . Fire flow capacity is estimated to be in excess of 3 , 000 g.p.m. ' In order to improve fire protection in the area, the 6" water line in the north side of Main Street, presently a deadend line , will be extended to the east enabling a new ' hydrant to be put in by the Applicant. An interconnect will be installed under Main Street to the 6" line on the south side of the street in order to loop this segment of the line . ' The nearest existing hydrant to the east of the site is located at the southwest corner of Hopkins and Original. Therefore, the new hydrant provides improved protection to ' other projects in the area such as Original Curve Condominiums and Larkspur Condominiums. ' In addition, the hydrant at Spring and Main, which is substandard, will be replaced by a 3-nozzle 5" VO hydrant. The nearest hydrant to the west of the site on Main is at Galena, so the increased dependability resulting from the I replacement hydrant at Spring and Main will improve service for the area . The parking garage will be equipped with an automatic fire sprinkler system. ee. 24-11 . 4 (b) (1) Parking Design. This project has accepted the challenge of parking. Understanding that the City of Aspen has major parking problems , this project has chosen to provide all required parking. In order to eliminate the visual impacts of - 13 - 1 • . • parking, almost all required parking will be placed underground. Only a few spaces will be located on grade in ' order to accommodate guest and service vehicle parking. No reduction in parking requirements is requested either for the free-market or the employee unit. Great care has been taken Ito insure ease of access to the underground parking by its location and a snow melted ramp. The entrance to the underground parking garage has been placed off Spring Street ' to minimize traffic impacts, and for clarity of location. The access ramp is snow melted for winter safety. Even though this project has close walking proximity to the ' downtown and skiing, as well as a shuttle service , the Applicant is providing all required parking, demonstrating a sensitivity to Aspen' s need to relieve parking congestion. ' ff. 24-11 . 4 (b) (1) Traffic Analysis and Road System. The project location at the corner of East Main Street ' and South Spring Street provides excellent access on existing paved streets with adequate capacity. Vehicular access to the site will be from two locations on Spring Street. The entry for short-term parking, drop-off, pick-up and service ' vehicles is 100 feet from the intersection of Main and Spring to avoid turning movement conflicts . The parking garage entry is located approximately 200 feet from the ' intersection. An existing potentially hazardous curb cut on Main Street will be eliminated. The daily vehicular one-way trips generated by the development on an average winter weekday (February-March) is projected to be 47 , or 0 . 5% of the 1986 annual average daily ' traffic (AADT) as projected by the Colorado Division of Highways . The peak hours would coincide with the morning and afternoon ski traffic peaks , and would be expected to occur primarily on Main Street. The peak hour volume is projected ' to be 7 vehicles per hour. None of the above projections include any credit for traffic currently being generated by existing uses . Therefore , net increases will be still smaller. Parking will be provided in the ratio of one space per ' bedroom with 41 spaces in a below grade parking structure and 4 surface spaces . The Applicant proposes to provide a shuttle service for ' early morning and late afternoon operations during the ski season for the purpose of providing skier and shopping access to the core areas of town. The Applicant proposes no summer ' shuttle service due to heavy pedestrian activity in the City, close proximity to the town, and use of bicycles . The site is only four blocks from the Hyman Avenue Mall, and the majority of the commercial core is within reasonable walking distance . Both the Snowbunny and Highlands bus routes provide service twice an hour each from the intersection of - 14 - • • Spring and Main to City Market, Little Nell and the Rubey Park bus depot. The shuttle van will be available to ' complement public bus service. These . auto disincentives indicate . a relatively low auto use factor. ' The project site is optimally located to take advantage of existing major streets without substantially altering existing traffic patterns , overloading available capacity, or ' creating increased maintenance . 2 . 24-11 . 4 (b) (2) Quality of Design. ' aa. Neighborhood Compatibility. The existing buildings and development which surround ' the project site form a highly dissimilar neighborhood context. Individual structures have a diverse architectural character, scale and use , a condition which results in little ' or no fundamental cohesion and no sense of a harmonious neighborhood character. The Concept 600 Building, Eagles Club and Original Curve Condominiums exemplify the divergent nature of the surrounding architecture. ' The project site , however, has traditionally formed an important open space node which, from the viewpoint of ' movement along Main Street, demarks a perceived break in the fabric` of surrounding development. The unique nature of this site is essentially a function of its open space configuration. The site provides visual relief to building development along the Main Street corridor and similarly from the multi-family development which characterizes the. Original Street (Highway 82) approach from the east. The site ' s open ' space along Main Street follows the abrupt and monolithic profile of the Concept 600 Building, but then flows pleasantly to the natural embankment of the river and Herron ' Park. In terms of Neighborhood Compatibility, a primary ' development objective is to preserve the best qualities of this open space for users, pedestrians and motorists alike, rather than to simply extract an architectural character from the divergent nature of its built surroundings . The development of the 700 Main Project seeks neighborhood compatibility of a higher order that of being a responsible , concerned urban design element. An important l factor in this approach is to enhance the transition from the built environment of the Main Street corridor to the more natural, riparian qualities of the Herron Park environment. ' Because the project site neighbors Herron Park to the east, the sensitive treatment of the embankment, edge condition is an objective of the site development in the context of neighborhood compatibility. - 15 - • • To reduce project massing and building scale, the units are configured in three separate building clusters , with the majority of units located at the north edge of the site away from Main Street. At the portion of the site contiguous to Original Curve, the units are located approximately 165 feet ' away from the Main Street curb . The building cluster closest to Main- Street has been positioned to create a scaled down transition from the Concept 600 Building, and to enhance the ' open space experience of the site . By staggering the units at the corner of Spring Street and Main Street, the park-like quality of the corner which ' has been historically defined by tall cottonwood trees has been preserved. Similarly, the stepped back unit configuration of the east side of the cluster opens the Main ' Street view to Herron Park and beyond. The swimming pool deck and one story recreation building have been lowered partially below grade and, together with the existing earth ' form, provide an open space vista from Main Street. A large City right-of-way bordering the site along Main ' Street, keeps the closest building over 35 feet from the curb, with the average building distance 48 feet. With over 300 feet of site frontage on Main Street, building development has been kept to only 110 feet, or about 1/3 of ' the site frontage . The building cluster along Main Street has been purposefully staggered at the ends so that from movement patterns along Main Street, generally, the massing ' of only three units can be seen at the same time . Additionally, the height of this cluster has been lowered 2 to 3 feet below allowable height, in most instances . To ' further reduce apparent massing, and to extend open space from Spring Street continuously through the project site, the front and rear building clusters have been separated by approximately 70 feet. To preserve the integrity of the ' natural river embankment which perceptually defines the westerly view from Herron Park, all units have been positioned back from the river ' s edge. The project has an approximate building coverage of only 32% of the site with the remaining 68% of the site ' undeveloped. To enhance the landscaped pedestrian quality of open space, all required parking, except 4 guest/service spaces , has been located underground. The exterior character of the project has been developed in an architectural context closely related to Aspen' s Victorian heritage . The articulation of building surfaces is 11 designed to relate to the sense of permanence , materials and period forms which characterize Aspen' s central core . Individualized unit scale, roof forms and residential detailing of exterior forms create a scale and visual relationship to the residential character of nearby - 16 - neighborhoods. The gable roof forms characterize and give identifiable scale to each building cluster . Paned windows in varied opening shapes are employed to create visual interest, but within a cohesive design idiom. ' In addition to a site plan which architecturally staggers and delineates each unit with individualized expression, the building massing is further scaled down by ' provision of the following: (1) contrasting flat and gable roof forms to provide visual interest; (2) minimizing Main Street frontage and placing building footprints significantly back from the Main Street setback; (3) reducing vertical building surfaces 2 to 3 feet below allowable height, in many instances; (4) using offsetting vertical building surfaces; (5) using partially subgrade lower levels ; and (6) ' articulating window, balcony and exterior design elements. The building surfaces which face Spring Street are reduced in scale. Similarly, the unit closest to Herron Park employs a projecting dormer element to articulate and reduce apparent facade size . ' The site plan has been configured to create a significant and continuous landscaped interior open space between buildings so that each unit has a spacious individual ' guest entry located at mid-level from the common open space courtyard. Each unit also has a convenient individual entry from the subgrade parking garage . ' The multi-family approach utilized for this project is ideally suited for this unique site, providing a convenient option for pedestrian oriented, close-in living. While ' appropriate in both appearance and scale to its built surroundings , the project not only provides a compatible prototype , but greatly enhances an important Aspen location. ' bb. 24-11 . 4 (b) (2) Site Design. ' The site plan has been configured to maximize open space for the use and benefit of project residents as well as to create a public open space amenity in the context of urban ' design. Comprised of 17 free-market units and 1 employee unit, the site plan has been configured using three separate building clusters of attached units . The majority of units are located in the northern perimeter of the site away from Main Street, thereby reducing visual impact, creating views to Aspen Mountain, and creating an interesting, large open space design. ' The building cluster located nearest Main Street is designed to: (1) create a scaled down building transition from the Concept 600 Building (4i stories) ; (2) preserve the ' tall existing cottonwood trees at the corner of Spring and Main Streets , and create a park-like open space setting for ' - 17 - ' • • pedestrian use at that corner; and (3) preserve the open space and view from Original Curve to the river embankment ' Herron Park and beyond. In order to preserve the natural quality of the ' embankment of the Roaring Fork River, development has been kept back from the edge. ' The landscaped pedestrian quality of the project ' s open space has been made possible by placing required parking in a below grade parking garage. The only exception to below grade parking is the provision of four (4) spaces for ' guest/service use located off Spring Street. The project provides all required parking spaces internal to the site . The vehicular entry to the subgrade parking is located at the ' northwest corner of the site , and is accessed from Spring Street to minimize traffic impact on existing streets and for clarity of orientation. The access ramp is snowmelted for ' winter safety, and screened from public view by landscaping, as well as being located under a unit. The parking garage is designed so that individual ' dwelling units may be entered directly from their parking locations in the garage. Access to the pool and recreation area is provided directly from the enclosure of the garage by ' both stair and elevator. In inclement weather, residents and guests alike may walk to the pool or other units in a totally protected environment. The employee unit has been located near the formal entry and parking garage entrance off Spring Street for purposes of ' visual control and convenience . This location will help to provide for receipt of mail delivery, guest services , and information . The site perimeter has been carefully treated to enhance the quality and public amenity of the project. ' A new 5 foot wide sidewalk and curb will be provided along Spring and Main Street. This conventional sidewalk ' will extend along Original Curve, beyond the project property, across Neal Street, then down the south side of Neal Street to create a pedestrian connection to the No Problem Bridge. This sidewalk will greatly improve the safety and quality of pedestrian and bicycle movement from Herron Park to Main Street and other downtown locations . ' A small public rest and conversation area will be provided by the Applicant in a landscaped environment on the City right-of-way near Original Curve, as discussed with Bill ' Ness of the Parks Department. This "vest pocket park" will be located in a landscaped area adjacent to the sidewalk with good solar orientation and excellent views of both the ' Roaring Fork River and Independence Pass . Similarly, public seating and upgraded landscaping will enhance the public enjoyment and park-like quality of the existing "cottonwood - 18 - • • 1 grove" at the corner of Main and Spring Streets. To reduce apparent building height along, Main Street, and to deflect street noises from the interior of the site, . the existing natural earth form will be landscaped and ' extended along Main Street in front of the adjacent building cluster. It has been determined from meetings with BFI Waste Systems that two (2) 2-yard capacity dumpsters will adequately serve refuse generated by the project. With the approval of BFI , the dumpsters will be located in a below grade garage location, and will be 'lifted by a sidewalk elevator device to an accessible paved area during the actual • time of garbage collection. In addition to providing a dry ' and manageable refuse collection system to project owners , this system will virtually eliminate the visual presence of on site refuse . The garbage collection point is positioned ' on Spring Street so that the garbage collection vehicle can park and not block traffic . Structures located on site will be made available tthrough timely agreement with Applicant for removal and reconstruction. ' An existing group of electrical transformer boxes are presently situated in a visually prominent location in the public R.O.W. on Spring Street. Because they are visually ' unattractive and constitute a physical obstruction to the proposed Spring Street sidewalk, the Applicant proposes relocation of the transformers at its own expense to a ' landscaped site location agreeable to the City Engineering Office, and in accordance with City design standards . A dominant feature of the site design is the landscaped open space which connects the Main Street landscaped parkway through the interior of the site to Spring Street. After deducting actual building footprint coverage, the remaining undeveloped space is 68% of the site area . The open space calculation by present zoning calculation methods exceeds the 35% requirement for the RMF zone . Calculated under proposed standards , the open space factor for the site is approximately 55% . The open space between building clusters is approximately 70 feet wide to provide solar orientation and views and to provide an internal landscaped courtyard. The interior portions of the site have been restricted to pedestrians use only, and a landscaped pathway system has - been provided to link individual units with other units , the Spring Street entry, pool and recreational building, and to the sub-grade garage. a 11 - 19 - a • • a Located at the southeast corner of the site, a pool and a common recreation space provide an excellent site amenity to the project. The pool deck and enclosed recreational space (1 story) have been sunken partially below grade for privacy a and wind protection. This design allows for views of the open space from Main Street and Original Curve. Pool area development has been setback from the embankment edge to preserve the natural quality of the edge as seen from Herron a Park. The pool area is set in a generously landscaped environment and located for optimum solar exposure. I Native landscape materials have been used throughout the to enhance the concept of the extended river green space. Plantings of indigenous trees and shrubs have been located to selectively buffer and screen the buildings and a pool area from Main Street, to screen the north side of the site adjacent to the private driveway. Hardy ornamental trees and shrubs provide summer shade and winter interest in a the interior courtyard area, and are used to accent the pool space and resident gathering and seating areas. Most existing trees over 6" caliper will be relocated on site. a Turfgrass and groundcovers dominate the ground plane of the open space areas , while flowers will be used to highlight special locations . Paved courtyard and walkways will be incorporated into the landscape design. a. cc . 24-11 (a) (2aa) Energy. aThe Applicant is committed to minimize energy consumption. In the 700 Main project, energy provisions have been carefully evaluated and integrated in order to insure a that expenditures of energy are minimal and benefits gained are optimal . An example of the energy saving techniques that will be utilized are as follows : a (1) Building Orientation and Solar Utilization. The majority of building units have major view and glass orientation to the south. Special glazing will minimize heat loss , as described below, during the colder months . Operable windows will provide ample cooling and through-ventilation from north to south during the warmer months . a (2) Glazing. Non-south glazing will be low E double-glazed insulating units in order to minimize both long a wave radiation and conductive heat loss . Significant amounts of glazing will be placed on the southern face of the units to insure maximum solar gain and daylight, and to minimize heat loss on the other sides . a (3) Insulation. Insulation values for exterior walls and surfaces are designed to significantly exceed aminimum energy standards . The project will provide R-38 or a - 20 - better in the roof assembly, and R-25 or better in the exterior walls . In addition, rigid insulation twill be used to insulate the perimeter foundation walls of the townhouse units at a value of R-12 or better. (4) Mechanical Systems . Each unit will employ state of the art mechanical systems , including ninety percent (90%) efficiency or equivalent hot water boilers for both domestic hot water and space heat at the building perimeters . This will be done even though this type of system is more expensive to install than a conventional space heating system. This system will, however, use substantially less energy. The need for cooling on this project is minimal, and operable windows to maximize through ventilation is contemplated. (5) Fixtures . Low consumption water closets and shower heads will be installed throughout the project. The a swimming pool and hot tub will be heated by high efficiency boilers , and will be insulated by roll-out pool covers employed during all periods of non-use . (6) Infiltration. Vapor barriers will be provided at all exterior walls and roofs on the indoor side of insulation to help prevent air infiltration and humidity loss. All doors , windows , electrical outlets, and penetrations at the vapor barriers will be sealed and insulated. (7) Party Walls . Great care has been taken to maximize the extent of party wall sharing, thereby reducing all forms of heat loss. This has been accomplished by tight clustering of the units, and is deemed a major contribution in securing optimal energy performance for each unit. (8) Fireplaces. There will be no woodburning fireplaces in the project. This is a strong statement by the developer to address Aspen ' s No. 1 problem - air pollution. (8) Parking Garage Exhaust. Exhaust fumes from the parking garage will be mechanically removed through a ' ventilation duct which will exhaust at the roof level of the north building cluster. dd. 24-11 . 4 (b) (2) Trails. The project site presents an opportunity to provide a sidewalk link to the pedestrian crossing at No Problem ' Bridge, and thus achieve a new and safe pedestrian access to Herron Park from the project site, as well as from downtown Aspen. To benefit the public trail (sidewalks) system, the Applicant commits to not only extend a sidewalk and gutter 1 - 21 - 1 • along the Original Curve portion of Main Street beyond the ' project, but to create further extension of sidewalk curb and gutter along the south side of Neal Street to the pedestrian crossing at No Problem Bridge. This will be built in accordance with City of Aspen Design Standards . The City ' Engineering Department recommended the Neal Street portion of sidewalk connection in conjunction with bridge reconstruction several years ago, but was unable to fund the project due to ' budget constraints. The Engineering Department continues to feel that providing this sidewalk will be a benefit to public safety, is an excellent design, and agrees that public ' interest would be served by the Applicant' s construction of the sidewalk . ee. 24-11 . 4 (b) (2) Green Space. Under the plan and proposed Code changes , approximately 55% of the site will be open space. The project' s green ' space is divided into two major categories : (1) the interior courtyard area and the swimming pool area which are for resident use; and (2) an extension of the river/park ' environment along the south edge of the site designed for both resident and public enjoyment. The interior courtyard will provide for informal ' activities, access the pool area and will include pedestrian circulation. It will have an inward orientation for privacy, but with some views to the mountains and the park. Plantings are used to accentuate green space qualities and provide visual interest from upper floors. These plantings will be carefully located to preserve the view corridors outside the site. The landscape design extending along Main Street derives ' from the naturalistic open space of the river and park. The area will capture views to the river and park, provide a natural setting, and permit the visual extension of open space to the park. The existing cottonwoods at the corner of Spring Street and Main Street, together with the cottonwoods along the ' river, will be supplemented with additional trees , native plantings and berms along Main Street frontage. A new sidewalk, in conjunction with the landscaping, will visually buffer the buildings from the street and increase the usable ' public space . The new sidewalk will provide safe access to Neal Street and Herron Park. A small river view sitting area will be built on the road ROW at the southeast corner of the ' site along the new walk. Benches will be built for public use of the green space at the corner of Spring Street and Main Street as well as at Original Curve. - 22 - 3 . Proximity to Support Services . aa. 24-11 . 4 (b) (3) Public Transportation. The project is located within two (2) blocks walking distance of an existing City or County bus route . bb. 24-11 . 4 (b) (3) Community Commercial Facilities . ' The project is located within two (2) blocks walking distance of commercial facilities in town. - ' 4 . 24-11 . 4 (b) (4) Provision for Employee Housing. The employee housing commitment for the project is as follows: Resident Generation: ' 9 2-bedrooms @ 2 . 25 people/unit = 20 . 25 people 6 3-bedrooms @ 3 . 00 people/unit = 18 people 2 4-bedrooms @ 3 . 00 people/unit = 6 people ' 44 . 25 Credit for existing "replacement units" 2 3-bedrooms @ 3 . 00 people/unit = 6 people credit 1 2-bedrooms @ 2 . 25 people/unit = 2 . 25 people credit ' 8 . 25 people credit Net new free market residents is 44 . 25 less 8 . 25 or = 36 ' To qualify for 10 GMP points : Net New Residents 36 . 00 -50% I Employee Commitment 36 . 00 -50% 72 . 00 100% ' The employee housing commitment in each case will be satisfied in part by building on-site one employee unit of one-bedroom size for a credit of 1 .75 employees. Employee Commitment 36 . 00 less credit -1 . 75 Cash-in-Lieu employees 34 . 25 ' Cost @ $20 ,000/employee : $685 , 000 Applicant shall construct one (1) 1-bedroom low-income employee unit on-site as shown on the plan. The 1-bedroom unit shall be restricted to the low-income rental or sales 11 guidelines , and shall be at least 500 square feet. Applicant reserves the right to give employees of the project first priority to occupy the unit even if their income exceeds the uidelines . Occupants shall be selected by the developer or 11 - 23 - 1 successor in interest of the project. The rental or sales price guideline for the unit shall be adjusted to the ' low-income guidelines in effect at the time of issuance of a Certificate of Occupancy for the unit. ' The cash-in-lieu payment for 36 . 00 employees at the low-income guidelines of $20 ,000 . 00 per employee totals $685 , 000 .00 . A payment of $48 , 929 . 00 per free-market unit shall be made at the time of issuance of a building permit for construction of each residential unit, excluding the three (3) reconstructed units . The payment amount shall be ' adjusted to the low-income cash-in-lieu guideline in effect at the time of payment. Applicant reserves the right to continue conversations with the Aspen/Pitkin County Housing Authority to explore other alternatives allowed by the Aspen Municipal Code to fulfill his employee housing commitment. In the event there ' should be a disagreement with the Aspen/Pitkin County Housing Authority over the employee housing proposal , the Applicant commits to fulfill his 50a employee housing commitment for ' the GMP scoring in a manner acceptable to the Housing Authority. 5 . 24-11 . 4 (b) (5) Bonus Points . This residential site is unique, and the project has responded to the challenge of the unique site. This project ' has created improvements which benefit not only the residents of the project, the neighborhood, but the City in general. The Applicant should be granted maximum bonus points for its I outstanding overall design meriting special recognition. The project has incorporated the criteria of Section 24-11 . 4 (b) (1) (2) (3) and (4) . The project is compatible with the character of the neighborhood. As a matter of fact, it is situated in a neighborhood with diverse architectural character and scale, and rather than follow the monolithic definition of the Concept 600 Building, it has chosen to set new standards for the neighborhood in architecture , scale, open space and size . The following items are being provided to benefit the - community and demonstrate an outstanding overall design meriting recognition and bonus points : (1 ) Applicant is providing two isolation valves extending a deadend water line, providing an interconnect and looping, all of which will enhance the City of Aspen water system. - (2) Applicant is providing one new fire hydrant, and modernizing a second fire hydrant. This , along with improving the City water system, will enhance fire protection for the neighborhood. ' - 24 - • • II (3) Applicant is slip lining a portion of the ' off-site sewer line to correct an existing infiltration problem and, in effect, enhance capacity. ' (4) The Applicant is initiating storm drainage techniques that will enhance storm drainage in the area, and will eliminate some direct flows to the Roaring Fork River. ' (5) The project is undergrounding almost all of the parking, eliminating the visual impact of cars , and providing all required parking. ' (6) Responding to the tremendous challenge that the community faces with pollution, the project is eliminating all woodburning devices . ' (7) The Applicant is providing park-like settings and seating for the public on the corner of Spring and Main, ' and on Original Curve. (8) Applicant is providing new 'sidewalk links off-site to the south side of Neal Street for pedestrian ' crossing at° the No Problem Bridge. (9) Applicant will move, at its expense, ' electrical transformer boxes which now sit prominently in the City ROW to a new screened location. ' These nine examples typify a project that has been very carefully thought out, and successfully balances the needs of the developer and benefits to the neighborhood and the City. • ' This project is unique and is truly able to improve the neighborhood, as well as the City, in these nine concrete ways as well as others, and is , therefore , deserving of maximum bonus points. 1 i 1 r /LAND2/finegmp.app - 25 - I > a 0 w 0 ¢> 0> i- 6a 00 I ° N0 O Z F j m M ui 6 2 O M a > > > w O p > ui J 2 a a a W O a m m Q 6 Q J O 2 w w Q ¢ > 0 2 f 0 I 3 I U 1 0 I � a . – I 0 -=. ,•,-=-. .-:- - .,,, .,-,...;,..-7- `, •,----:-- L .'-; -:.„........ii. ..'q 0',‘"- ' 1.--. :-;... . - I , , , ::1 I f,-..., . : , , 1 1 F f/ I' - I' CI -,= ..//ti y - IP /\j ! 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I / . - ________ .... - --------_____ -_____ .".. 1 •AT LEGEND-TYPICAL PLANT&PAVING MATERIALS 4„ 4. \ ---444 \ \ I OD EXISTING VEGETATION(COTTONWOOD) 0 LARGE TREES u'CAL.B&W COTTONWOOD POPOLUS VP 111111 NATURALISTIC GROUNDCOVER ■)GAL.CONE I HALLS HONEYSUCKLE-LONNERA JAPONICA IA PAPIST..MyRSENITES SWEET WOODRUFF-GAUEN ODORATUM -• ENGELmANN NY PARTHENC/C6SuS ONOIJEGOLIA • 0 ORNAMENTAL TREES (2 SARI CAL KEN ASPEN•POPULUS TREMULONES L., FORMALIZED GROUNDCOVER (2 114 PON \ N ,' ROCK NENE MAPLE•KCER GLABRum CREEPNG MAHONIA MAHON.REPENS I SHUBERT CHOKECHERRY PRUNUS VIRGIN..SHuSERE 0 EVERGREEN TREES '10•12 ONE) wHITE FR ARIES CONCOLOR BLUE SPRUCE•PICEA PUNGENS mONEYWORT L'ESMACHIA NummuLARIA PERBANKLE VINCA MOOR KNEENINNICK ARCTOSTAPHyLOS IlVaLERS■ CREEPING POTENTILLA-POIENELLA vERNA NANA *) •''. . s , W E \ ,,,..2):174,1 PERENNIAL FLOWERS/ACCENT(1 CAL CONK I SHRUBS IT GAL CONK/ REDTwN DoannEIOD COPINGS STOLONFERA COLORADENSIS 1,-----j TURFGRASS • POTENTILLA POTENTILLA FRuITICOSA • FRAGRANT SUMAC RHOS KNOWN. WOODS ROSE ROSA WOODS) MODULAR PAVING RUGOSA POSE POSA RUGOSA ALPINE CURRANT RIBES ALP1Num I I REVEGETATION PLANTINGS GRASSES/GROUNDCOVERS MODULAR iT,;-))).1 EXPOSED AGGREGATE PAVING • S . muo()PINE PENS INCHO NOTE EXISTING EVERGREEN TREES WILL BE MOVEDIAS ROCKY SOIL % I 700 MA I N CONDITIONS ALLOW)TO THE SOUTHEAST AREA OF THE BEE • THE LEONARD PARKER ASSOCIATES•ARCHITECTS .. LANDSCAPE PLAN DESIGN WORKSHOP INC•LANDSCAPE ARCHITECTS - 4 1111 1 I I I 1 I 1 I I I I' 1 I 1 .444 N 41 51 (Ei (x1 It, LEI I IN 1101 API All I 141 I Map 1 2 • EXHIBIT ' ‘‘.1 November 20 , 1987 Mr. Michael Thompson ' Hagman Yaw, Architects < 'EC-'E ;-0 NOV 2 4 1987 210 S. Galena St . Aspen, Co. 81611 IRe : Original Curve Project Dear Mr. Thompson: I have reviewed the site plan of this project and find it well within a three minute response time for fire department operations . The addition of a new hydrant as you suggested, would enhance fire protection East and South of the project. The closest hydrant South of the project is at Hyman and Original . Have a Fire Safe Day, Wayne L. Vandemark Fire Marshal Aspen Fire Prot. Dist. • • 1 1 1 1 1 1 1 1 1 • • 1 1 1 1 1 1 1 0 1 1 z 1 0 s 1 1 1 • 1 APPLICATION FOR CONCEPTUAL SUBDIVISION/P.U.D. December 1 , 1987 Submitted to: City of Aspen Planning Office 130 South Galena Street Aspen, Colorado 81611 925-2020 1 Applicant : Fine Associates IDS Center, Suite '1916 Minneapolis , Minnesota 55402 (612) 332-2561 Architects : Leonard Parker & Associates 430 Oak Grove 1 Minneapolis , Minnesota 55403 (612) 871-6864 Hagman Yaw Architects Ltd. 210 South Galena Street Aspen, Colorado 81611 ' 925-2867 Landscape Architect : Design Workshop, Inc . 710 East Durant Aspen, Colorado 81611 925-8354 Civil Engineers : Rea-Cassens & Associates, Inc . 4388 South Windermere Englewood, Colorado 80110 789-4428 1 Planner: Joe Wells 608 East Hyman Aspen, Colorado 925-6866 Attorneys : Gideon Kaufman Law Offices of Gideon I . Kaufman, P.C. 315 E. Hyman Avenue, Suite 305 Aspen, Colorado 81611 925-8166 I 1 1 . • I TABLE OF CONTENTS 1 Page No. II . Project Description 1 II . Project Site 2 1 III . Application Requirements 3 IV. Conceptual Subdivision 3 V. Conceptual P.U.D. 5 IVI . Stream Margin Review 6 VII . Mandatory P.U.D. Review 7 1 VIII . Common Park and Recreation Areas 10 nix. Architectural Review ' 10 X. Landscaping Plan 10 XI . Off-Street Parking 10 _ XII . Reduction for Slope 10 QXIII . Open Space and Common Facility Maintenance 10 1 XIV. Special Approval of Deed Restricted Employee Housing Units 11 IIMAPS AND EXHIBITS Vicinity/Location/Zoning Map # 1 IConceptual Subdivision/P.U.D. /Site Map #14 11 Landscaping Plan Map #15 Conceptual Grading Plan Map #13 IISpecial Review Conditions Map #13 Title Commitment (Ownership) Exhibit 1 1 Letter on Density Reduction Exhibit 2 IJoint Application Consent Exhibit 3 11 i i • • I EXHIBITS i (continued) 1 Utility Letters not addressed in GMP section: (a) Electric Exhibit 4 (b) Telephone Exhibit 5 (c) Cable T.V. Exhibit 6 i 1 1 i 1 II . _ i 1 i 1 i ii 1 1 P.U.D. AND SUBDIVISION APPLICATION FOR 700 MAIN PROJECT I . PROJECT DESCRIPTION. The Applicant is proposing seventeen (17) free-market residential units , plus one (1) employee unit. Three (3) of the free-market units will be replacement units . The ' property is located on the northeast corner of Main Street and Spring Street, and is bordered on the west by the Concept 600 Building, on the north by the Eagles Club, on the east by ' the Roaring Fork River and Herron Park and across Main Street by the Original Curve Condominiums. The land is located within the RMF PUD Zone on a total of 60 , 016 sq. ft. The multi-family units are being configured into three (3) separate building clusters . The majority of the units are located near the northern perimeter of the site , away from Main Street. The multi-family project is in conformity with its underlying zoning. It seeks no variations through the P.U.D. process, and its size and scope fits nicely in- the neighborhood, which is a mix of multi-family and commercial. I/ Great care has been given to the organization of the site plan to complement the development in the area, and to provide a graceful transition between this project, the surrounding projects and the river and park. 1 Involved in the design of the project are several significant beneficial features : • (1) Applicant is providing two isolation valves, extending a deadend water line , providing interconnect and looping, all of which will enhance the City of Aspen water system. (2) Applicant is providing one new fire hydrant, and upgrading a second fire hydrant. This along with improving the City water system will enhance fire protection for the neighborhood. (3) Applicant is slip lining a portion of the off-site sewer line to correct an existing infiltration 11 problem and, in effect, enhance capacity. (4) The Applicant is initiating storm drainage techniques that will upgrade storm drainage in the area, ,and will eliminate some direct flows to the Roaring Fork River. (5) The project is undergrounding almost all of the parking, eliminating the visual impact of cars , and providing all required parking. (6) Responding to the tremendous challenge that the community faces with pollution, the project is eliminating all woodburning devices . - - 1 ' 4 1 (7). The Applicant is providing park-like settings ' for the public on the corner of Spring and Main, and on Original Curve. (8) Applicant is providing new sidewalk links 11 off-site to the south side of Neal Street for pedestrian crossing at the No Problem Bridge. ' (9) Applicant will move , at its expense, electrical transformer boxes which prominently sit in the City ROW to a new screened location. Applicant believes this project, with its many beneficial components , and with its thoughtful site planning and architectural design, meets the criteria for PUD and subdivision approval. III . PROJECT SITE. The ' site is located on the corner of Main Street and Spring Street, bordered by the Concept 600 Building, the ' Eagles Club, across the street from the Original Curve Condominiums, and across the river from Herron Park. Comprised of seventeen free-market (17) units, the site plan has been configured using three (3) separate building clusters of attached multi-family units . The majority of units are located in the northern perimeter of the site , away from Main Street, thereby reducing visual impact, and ' creating views to Aspen Mountain. An interesting large , open space design with an interior courtyard separating the housing clusters and a generous amount of open space along Main Street is being provided. The building cluster located nearest to Main Street is designed to create a scaled-down building transition from the Concept 600 Building which is over four (4) stories high. This site design preserves the tall, existing Cottonwood trees at the corner of Spring and Main, and creates a park-like open space setting for pedestrian use at the corner. In order to preserve the natural qualities of the embankment of the Roaring Fork River, development has been kept back from the river' s edge . The landscaped, pedestrian quality of the project ' s open space has been made possible by placing required parking in a below-grade parking garage . The only exception to below-grade parking is the provision of four (4) on grade guest/service parking spaces located off Spring Street. Access to the pool and recreational areas is provided directly from the subgrade garage by stair and elevator as well as by pedestrian access from the courtyard. A small, public rest and conversation area will be provided by the Applicant as discussed , with the Parks Department on the City right-of-way, in a landscaped environment near Original Curve . This vest pocket park will be located in a landscaped area adjacent to the sidewalk, with good solar orientation and excellent views of the Roaring Fork River and Independence Pass . - 2 - e • • 1 A unique design for garbage has been incorporated into ' the site design. Two (2) two-yard capacity dumpsters will be located in a below-grade garage location, and will be lifted by an elevator to an accessible paved area during the actual 11 time of garbage collection. The existing group of electrical transformer boxes presently situated in a visually prominent location on the public right-of-way on Spring Street will be relocated to a landscaped site. A dominant feature of the site design is the landscaped open space which connects the Main Street open space frontage to the interior of the site and through —to Spring Street . Only thirty-two percent (32%) of the actual site is covered with building envelopes . The open space between the building clusters approximates seventy feet (70 ' ) in width, which allows solar orientation and views , as well as internal ' landscaped space. A project featured amenity is the pool and recreation ' space . The pool deck and enclosed recreational space have been partially sunken below grade for privacy and wind protection. The pool area development has been set back from the river embankment to preserve the natural quality of the iedge , and is seen as an open space extension of the Herron Park vista. III . APPLICATION REQUIREMENTS . The Applicant seeks simultaneous approval of the following submissions : Conceptual Subdivision pursuant to Section 20-10 ; Conceptual P.U.D. pursuant to Section 24-8 . 7 ; Mandatory P .U.D. pursuant to Section 24-8 . 13 ; Stream Margin Review pursuant to Section 24-6 . 3 ; GMP Approval; Special Review for Deed Restricting Employee Housing Units and special review for two (2) four-bedroom units in the RMF Zone . The proposed employee dwelling unit may be exempt from GMP pursuant to Section 24-11 . 2 (f) subject to approval by Council based upon recommendations by the Planning Commission. ' In order to facilitate Planning Commission and Council review, the remainder of this Application is organized according to submittal requirements of the various applications . IV. CONCEPTUAL SUBDIVISION. A. As stated in Section 20-7 , the purpose of conceptual review is to authorize further study on the project. The information that we have submitted justifies an approval in the conceptual stage. The suitability of the land for subdivision required in Section 20-9 has been proven for this first stage, and if additional information is needed - 3 - 1 • • li we will be happy to provide it. The land being used for II development is basically flat and easily accessible , both from the. street and for utility purposes . All parking will be provided on-site at one (1) space per bedroom with the majority of the parking underground. IB. A vicinity map of a scale of 1-400 is found in the application. The map shows the project' s location with II respect to the downtown core and public support facilities . The project ' s proximity to the commercial core , neighborhood commercial centers , and the base lifts of Aspen Mountain will II encourage more pedestrian and fewer auto trips . Public safety support has easy access to the site. C. A sketch plan of the proposed development is II included. Relevant subdivision considerations are illustrated on the plan which shows access to the property off Spring Street. Parking of one (1 ) space per bedroom is II provided almost entirely underground, with no parking on Main or Spring Street required. The multi-family units are oriented to maximize views, open space, privacy and solar I gain. The natural Cottonwood trees are being preserved, and existing trees over 6" caliper on the site are being relocated to complement a detailed landscaping plan. All utilities are readily available to the site . 11 D.. Tabulation of Data. I (a) The project ' s proposed name is 700 Main. The land mass of the project is 60 , 016 sq. ft. , all within the City of Aspen. I (b) Density calculation formulas show a total of _ 50 , 497 square feet of developable land, when slope and land II under water are deducted. (c) The number of free-market units will be seventeen (17) , including three (3) reconstructed units . II (d) One (1) employee structure of one (1) bedroom will be constructed. 1 (e) Total FAR calculated from Section 24-3 . 4 allowed is 50 , 497 square feet. Less than that square footage 11 will be built. (f) Total projected population is approximately 45 people. IIE. Disclosure of Ownership. ISee Exhibit "1" . - 4 - • V. CONCEPTUAL P.U.D. A. RMF P.U.D. zoning requires a project to proceed through the Planned Unit Development process . This process allows flexibility in the strict application of zoning ' district requirements , encourages appropriate design for the site ' s topography and unique qualities . This process also encourages site and architectural design which enhances the ' site ' s existing assets . Because of this, three (3) cluster buildings are being constructed, each taking advantage of the site' s unique qualities , and each sensitive to the site ' s limitations . The Main Street cluster has been purposely ' staggered at the ends so that, from movement patterns along Main Street, the massing of only three (3) units can usually be seen at the same time . Additionally, the height of this ' cluster where possible has been lowered 2-3 feet below allowable height. The majority of the units have been placed at the north edge of the site away from Main Street. At the portion of the site contiguous to Original Curve, the units are located approximately 165 feet from the Main Street curb. The existing curb cut on Main Street will be eliminated with access coming from the safer and less utilized Spring Street. A sidewalk which will link the No Problem Bridge is being proposed to create a trail linkage in the area. All utilities will be underground. In addition, an existing group of ' electrical transformer boxes presently situated in a visually prominent location on the public right-of-way on Spring Street will be relocated to a landscaped site in a less ' prominent location. The site will be landscaped and will enhance the appearance of the site . Solar orientation is being utilized. All but four (4) parking spaces will be underground. B. Ownership of the P.U.D. ' The Developer plans to sell the free-market units being built. A total of seventeen (17) free-market units will be sold. The employee unit will be rented by the developer to qualified employees . C. Variation. 1 While the PUD allows for variations from the regulations governing open space, maximum height, trash area, external and internal floor areas , and the number of off-street ' parking and set backs , this project is not requesting any variations . The PUD plan utilizes clustering _ techniques . The clustering technique being used enables open space 1 between the buildings to approximate 70 feet. This provides solar orientation and views , as well as internal landscaped space, and a continuum of the open space from Main Street to Spring Street. - 5 - ' . • 1 D. Site and Landscape Plan. See Map #15 . The Site Plan for 700 Main reflects a layout that is responsive to the terrain and the unique nature of the site . The buildings are carefully sited with respect to general setting, orientation, and surrounding development. The Main Street buildings are set back, staggered, and of lower profile than neighboring developments . The majority of the buildings are placed in the back, away from the Main Street view corridor. Development has been kept away from the river ' s edge to protect the views from the park, as well as protect the riparian vegetation. E. Elevations . Elevations have been included on Map "7" . These show the Main Street and Spring Street elevations , and are of ' sufficient detail to appraise the commission of the exterior design , bulk and mass of the development and its relationship to the terrain, as well as neighboring projects . ' VI . STREAM MARGIN REVIEW. The intention of Stream Margin Review is to guide, ' develop and encourage appropriate use of land in proximity to designated natural water courses. To promote safety from flooding, to prevent impediment of natural water flow, and ' insure provisions for adequate protection and preservation of the designated natural water courses as important natural features . While the project is totally outside of any e floodplain, review is required because some development will fall within 100 feet from the high water line of the Roaring Fork River., . Enclosed is Map #13 which shows a boundary of the property including 2 foot contours at 5 foot intervals ' for grades over ten percent (10%) . Proposed building locations and existing trees are shown. ' Review Criteria #1 . No development will be located within any flood hazard area as designated by U. S . Corp of Engineers . This is shown on Map #13 . ' Review Criteria #2 There is no trail designated by an approved trail plan within the development site. Review Criteria #3 The Roaring Fork Greenway Plan is being complied with. 1 - 6 - 1 . • 1 Review Criteria #4 . ' Since our project does not approach the stream bed or floodplain, no slope grade changes will be made that will produce erosion of the stream bank. Review Criteria #5 . ' Even though no construction will take place in the floodplain or within 50 feet of the river, temporary construction barriers will be required between disturbed sites and the river along the project line. No developed flows from paving will be allowed to directly enter the river. ' VII . MANDATORY P.U.D. REVIEW. 1 . Utilities . ' The utilities required to serve this project include sewage , water, telephone, gas , cable T.V. , and electric . All ' of the utilities are available to the site. All of the utility companies indicate that there is sufficient capacity available to service this project from the adjacent facilities , as shown on Exhibits "4" through "6" . This ' project lies within the service area of the respective utilities , and does not present any significant off-site cost to any of the utility companies . ' 2 . Roadway System. There exists adequate public roadway system to the project boundaries . The Fire Department has indicated a response time of three minutes or under. Most parking will be underground. Fire and emergency vehicles can easily respond to any emergencies in the project. The homeowners will be in charge of all snow removal and maintenance of the internal paved areas . ' 3 . Suitability of the Site for Development. Chen & Associates has completed a subsurface analysis of the site , and finds the soil and ground stability suitable for development. There are no rock fall or avalanche dangers associated with the site. The steep slope areas will not be ' developed. The soil condition will support the proposed development. ' 4 . Effects of the Development on the Natural Watershed, Runoff and Drainage. ' Rea, Cassens & Associates has prepared a drainage plan according to City of Aspen regulations , and historic flow - 7 - I • • lipatterns and runoff amounts are maintained on-site in such a I manner as to have no adverse impact on neighboring landowners. or on the Roaring Fork River . 5 . Air Quality. IIThe location of the project, within easy access to major facilities , the commercial core and public transportation, I will encourage walking and discourage automobile use . The close proximity of the project to bicycle trails will encourage bicycle use. No woodburning fireplaces will be I - utilized in the project. Any driveways will be paved. During construction, fugitive dust will be controlled, and revegetation of disturbed areas will be done after construction. I6 . Site Design and Terrain. I The site is located on the corner of Main Street and Spring Street, bordered by the Concept 600 Building, the Eagles Club, across the street from the Original Curve I Condominiums, and across the river from Herron Park. Comprised of seventeen free-market (17) units , and one (1) employee unit, the site plan has been configured using three 1 (3) separate building clusters of attached multi-family units. The majority of units are located in the northern perimeter of the site, away from Main Street, thereby reducing visual impact, creating views to Aspen Mountain, and Icreating an interesting large , open space design. The building cluster located nearest to Main Street is I designed to create a scaled-down building transition from the Concept 600 Building which is over. four (4) stories high. This site design preserves the tall , existing Cottonwood I trees at the corner of Spring and Main, and creates a park-like open space setting for pedestrian use at that corner. In order to preserve the natural qualities of the embankment of the Roaring Fork River, development has been I kept back from the river' s edge. The landscaped, pedestrian quality of the project ' s open space has been made possible by placing required parking in a below-grade parking garage. II The only exception to below-grade parking is the provision of four (4) spaces for guest/service parking located off Spring Street. Access to the pool and recreational areas is provided directly from the subgrade enclosure of the garage Iby both stair and elevator as well as pedestrian access from the internal courtyard. A small, public rest and conversation area will be provided by the Applicant as I discussed with the Parks Department, on the City right-of-way in a landscaped environment near Original Curve . This vest pocket park will be located in a landscaped area adjacent to I the sidewalk, with good solar orientation and excellent views of the Roaring Fork River and Independence Pass. 1 - 8 - ' • • i A unique design for garbage has been incorporated into the site design. Two (2) two-yard capacity dumpsters will be located in a below-grade garage location, and will be lifted by an elevator to an accessible paved area during the actual time of garbage collection. The existing group of electrical transformer boxes presently situated in a visually prominent location on the public right-of-way on Spring Street will be relocated to a landscaped site. A dominant feature of the site design is the landscaped open space which connects the Main Street open space frontage to the interior of the site and through to Spring Street. Only thirty-two percent (32%) of the actual site is covered ' with building envelopes . The open space between the building clusters approximates seventy feet (70 ' ) in width, which _ allows for solar orientation and views , as well as internal landscaped space . A project amenity is the pool and recreation room. The ' pool deck and enclosed recreational space have been sunken partially below grade for privacy and wind protection. The pool area development has been located to preserve the natural quality of the river embankment, and is seen as an open space extension of the Herron Park vista. 7 . Grading. The site plan for 700 Main reflects a layout that is responsive to the terrain. Buildings are carefully sited ' with respect to general aspects , orientation, and soil conditions . The proposed grading takes into account the terrain and other land features . This is demonstrated on the ' Conceptual Grading Plan shown on Map #13 . 8 . Placement of Building Height and Scale . ' Three (3) separate, clustered structures are proposed for the site. The building cluster closest to Main Street has been reduced in height and scale from the neighboring multi-family building in order to minimize its visual impact from Main Street. This enables an open space feeling to be magnified, both to the Spring Street side , as well as the Herron Park side. Cottonwood trees will be preserved. A eparklike setting will be created at the corner of Spring and Main, and additional landscaping and planting is contemplated on Original Curve which will continue the landscaped open space feeling from Herron Park. Even though the Mandatory P:U.D. allows variations, no variations are being sought in any of the bulk requirements of the Code. The project ' respects the integrity of the Roaring Fork River, and no development is being undertaken which will step down to the river. ' - 9 - I 4 I VIII . COMMON PARK AND RECREATION AREAS. Extensive open areas will be provided. This common area will be maintained by the homeowners . The developer will I make extensive landscape improvements within the project, at its entrance and along the right-of-ways . In addition to specific improvements which are for the use and enjoyment of project residents, it is envisioned that the pocket park in I the City right-of-way will enhance the view and usability of , the right-of-way for City residents . IIX. ARCHITECTURAL REVIEW. Architectural drawings and sketches indicating mass and height are included within this Application, and will be Isupplemented pursuant to Section 24-8 . 9 (c) at the time of preliminary P.U.D. We feel there is harmony and proportion of the buildings with each other and with surrounding I buildings . Building design has minimized disturbances to the natural terrain and maximized the preservation of the positive natural qualities of the site . IX . LANDSCAPING PLAN. more detailed landscaping plan will be provided at IA Final P.U.D. See Map #15 for conceptual landscaping. XI . OFF-STREET PARKING. IOff-street parking will conform with that required by the Code, and no decrease in off-street parking will be I requested for free-market or employee units . In addition, the majority of parking will be placed underground, and four (4) spaces will be placed on grade to accommodate service and 1 guest parking. There is good public transportation available in the area, and the proximity of the P.U.D. to the commercial core, and recreational facilities of the City will further reduce the need for cars . IXII . REDUCTION FOR SLOPE. I Reduction in density for slope, as well as land under water has been taken into consideration in our density . calculation. Based on this calculation, 50 , 497 square feet I of net developable area is allowed as shown on the Conceptual P.U.D. Map and letter from Alpine Surveys . XIII . OPEN SPACE AND COMMON FACILITY IMAINTENANCE AGREEMENT. The Applicant will be working with the City Attorney and I Planning Office to develop a formula to satisfy both parties on the open space and common facility maintenance agreement. I - 10 - ' • • i It is anticipated that this document will be prepared between the preliminary and final phases of P.U.D. XIV. SPECIAL APPROVAL OF DEED RESTRICTED EMPLOYEE HOUSING UNITS . ' One (1) one-bedroom employee unit will be constructed in conjunction with the project. This unit will provide housing for up to two (2) employees . By deed restricting this unit to low-income rental guidelines , the City will gain additional low-income housing, and the project will receive housing for its employees . We believe that there is a community need for this type of unit, especially in this location. 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W ''E C:31 SHRUBS IS CAL.COAT,) 0:11:,,,:t1 PERENNIAL FLOWERS/ACCENT II GAL,COAT) \ RECITMG DOGWOOD CORNUS STOLOWERA'COLORADENSIS r I TURFGRASS POTENTILLA-PO TENTILLA FRUITICOSA I M FRAGRANT SUMAC RHOS AROMA riCA WOODS ROSE•ROSA WOODS, PAGODA POSE-ROSA RUGOSA ALPNE CURRANT MIRES ALPINU 1 1 REVEGETATION PLANTINGS-GRASSES/GROUNDCOVERS ml MODULAR PAVING i ITLTF4.,;.T.1 EXPOSED AGGREGATE PAVING S MuGO PINE FETUS',SRO NOTE.EXISTING EVERGREEN TREES WILL BE MOVED IAS ROGKI.SOIL • CONDITIONS ALLOW)TO THE SOUTHEAST AREA OF THE SITE I 700 MAIN THE LEONARD PARKER ASSOCIATES•ARCHITECTS ' LANDSCAPE .PLAN DESIGN WORKSHOP INC.•LANDSCAPE ARCHITECTS ,--- •1 -I I I I I . I I I I I I I I I ) I I • 1 2, . I1Y■ I 4■ INI 2.11 2■■ • ' . 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LEGEND II --x910-- EXISTING CONTOUR \ \ —791°— PROPOSED CONTOUR \ \ TOP OF WALL 1\\'-�' BOTTOM OF WALL 1 %—\N 100 YEAR FLOOD PLAIN STREAM MARGIN REVIEW BOUNDARY- W - —E I NOTE ALL CONTOURS ABOVE 7900 ARE AT A ONE FOOT VERTICAL INTERVAL. ALL OTHER CONTOURS 5 ARE AT A TWO FOOT VERTICAL INTERVAL. 1 700 MAIN CONCEPTUAL GRADING PLAN SPECIAL REVIEW CONDITIONS-STREAM.MARGIN REVIEW , THE LEONARD PARKER ASSOCIATES•ARCHITECTS DESIGN WORKSHOP INC..LANDSCAPE ARCHITECTS -9 --i—J 1----t— t_.._ .I L- — ------ -- -. II e1 ui .ui u.. i;i i.u1 151 ,1 210 un W1 Map 13 • — 6 7 9 ® t0 12 14 0 0 0 M M M M Lu yers Title Insurance Corporation EXHIBIT Y National Headquarters Richmond, Virginia ih' I �� COMMITMENT FOR TITLE INSURANCE SCHEDULE A 1'Effective Date October 9, 1987 at 8:00 A.M. Case.No._PCL-1232 7 �Pol�cy or policies to be issued: (a) (A) Amount $ y Cff ALTA Owner's Policy—Form 8-1970(Rev. 10-17-70&Rev. 10-17-84) (8)Amount$ ro Ir ALTA Residential Title Insurance Policy-1979 posed insured: FINE ASSOCIATES, A MINNESOTA GENERAL PARTNERSHIP ALTA Loan Policy, 1970(Rev. 10-17-70& Rev. 10-17-84) Amount S roposed insured: • I I) Amount S roposed insured. TAX CERTIFICATES $ 5.00 I 3. Title to the in fee simple estate or interest in the land I escribed or referred to in this Commitment is at the effective date hereof vested in: • PARCEL (A)-DOROTHY MARIE MIKKELSEN, ARDITH LOUISE WARE, AND ALICE JUANITA GALiEGOS IPARCEL (B)-ALBERT W. BEVAN, JR. • I . 4. he land referred to in this Commitment is described as follows: i - ... . .. IISEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF 1 Pitkin County Title, Inc. 601 E. Hopkins • Aspen, Colorado 81611 ou- ers .,-d at n •-. • so Commitment No. P(T-1737-87 Schedule A—Page 1 _�� This commitment is invalid unless Authorized Otte.er or Agent the Insuring Provisions and Sched- Form No 91-88(SCH.A) -- ules A and B are attached. 1 Lawyers Title Insurance Grporation NATIONAL HEADQUARTERS ' RICHMOND,VIRGINIA SCHEDULE A cont'd. PARCEL A: A PARCEL OF LAND SITUATED IN THE SE4SWI, OF SECTION 7, TOWNSHIP 1O SOUTH, RANGE 84 WEST OF THE SIXTH PRINCIPAL MERIDIAN, PITKIN COUNTY, COLORADO. SAID PARCEL IS MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT 18, BLOCK 21, EAST ASPEN; THENCE NORTH 75°09'11" WEST 44.10 FEET ALONG THE NORTHERLY LINE OF LOT 18 AND 17 OF SAID BLOCK 21; THENCE NORTH 36°22'00" EAST 26.46 FEET; THENCE NORTH 06°35'00" WEST 85.92 FEET; THENCE SOUTH 50°14'11" EAST 118.32 FEET TO A POINT ON THE WESTERLY EDGE CIF THE ROARING FORK RIVER; THENCE SOUTH 52°57'39" WEST 47.02 FEET ALONG THE WESTERLY EDGE OF SAID RIVER; THENCE SOUTH 49°58'47" WEST 21.71 FEET ALONG THE WESTERLY EDGE OF SAID RIVER TO THE POINT OF BEGINNING. TOGETHER WITH ALL OF LOTS 10, 11, 12, 13, 14, 15, 16, 17, 18 (FORMERLY LOTS K, L, M, N, 0, P, Q, R, S) OF BLOCK 21, OF THE EAST ASPEN ADDITION, TOGETHER WITH ALL OF THE ALLEY OF BLOCK 21 OF THE EAST ASPEN ADDITION, TOGETHER WITH ALL OF LOTS 6, 7, 8, AND 9 (FORMERLY F, G, H, AND I) OF BLOCK 21, OF THE EAST ASPEN ADDITION EXCEPT A PORTION THEREOF IpCATED NORTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 6, THENCE SOUTH 59°18'00" EAST 56.37 FEET; THENCE SOUTH 50°14'11" EAST TO THE INTERSECTION WITH THE EAST SIDE LINE OF LOT 9, WHICH NORTHERLY PORTION OF SAID LOTS 6, 7, 8, AND 9 WERE CONVEYED BY DEED RECORDED IN BOOK 311 AT PAGE 11 OF THE PITKIN COUNTY RECORDS, TOGETHER WITH A TRACT OF LAND LYING IN MAIN STREET 100 FEET IN WIDTH 50 FEET WIDE ON EACH SIDE OF A CENTERLINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF BLOCK 21 WHENCE THE SOUTHEAST CORNER OF LOT 18 BEARS SOUTH 75°09'11" EAST 59 FEET MORE OR LESS; THENCE ON A 7° CURVE TO THE RIGHT TO A POINT OF INTERSECTION WITH THE SOUTH LINE OF MAIN STREET WHENCE THE NORTHEAST CORNER CF LOT 9, BLOCK 28 EAST ASPEN BEARS SOUTH 75°09'11" EAST 12 FEET, MORE OR LESS, EXCEPT THAT PORTION THEREOF PREVIOUSLY CONVEYED TO THE CITY OF ASPEN BY DEED RECORDED IN BOOK 223 AT PACE 152 OF THE PIT'KIN COUNTY RECORDS DESCRIBED AS A TRACT OF LAND . LOCATED IN THE SE- OF THE SW 4OF SECTION ION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE SIXTH PRINCIPAL MERIDIAN, MORE PARTICULARY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT FROM WHICH THE NW CORNER OF BLOCK 28, OF THE EAST ASPEN TOWNSITE BEARS NORTH 75°09' WEST A DISTANCE OF 186.3 FEET; THENCE NORTH 11°39' WEST A DISTANCE OF 111.74 FEET; THENCE SOUTH 75°09,'' EAST A DISTANCE OF 28.3 FEET; THENCE AROUND A CURVE TO THE RIGHT WITH A CENTRAL AN( F CF 55°00' AND A RADIUS OF 176.18 FEET A DISTANCE OF 168.2 FEET; THENCE NORTH 75°09' WEST A DISTANCE CF 142.8 FEET, TO PLACE OF BEGINNING. PARCEL B: LOTS 1, 2, 3, 4, AND 5, BLOCK 21, EAST ASPEN ADDITIONAL TOWNSITE, 1 Continued. . . 1 Schedule Page No. 035-1-999-0040/2 1 Lawyers Title Insurance Grporat ion NATIONAL HEADQUARTERS I RICHMOND.VIRGINIA EDULE A cont'd. IIMere Fully Described As Follows: Beginning at the Southwest Corner of Block 21 East Aspen Additional Townsite, Thence N 14° 50' 49"E 120.00 Ft. , Thence S 75° 09' 11"E 150 Ft. along the South Line of Lots 1, 2, 3, 4, & 5, said Block 21, Thence departing from said line N 14°50'49"E 100.00 Ft. , Thence S 59°18' 00"E 56.37 Ft. , Thence S 50°14' 11"E 118.32 Ft. , Thence S 52°57'39"W 47.02 Ft. , Thence S 49°58'47"W 21.71 Ft. , Thence S 14°50'49" W 100.00 Ft. , to the South line of said Block 21, Thence N 75°09' 11W 2.31 Ft. , Along the said South line, thence departing said line, 62.88 Ft. Along a curve_to the right having a radius of 868.51 Ft. (The chord of which bear N 51°27'27"W 141.60 Ft. ) to the South line of said Block 21 , Thence N75°09' 11 'W 164.75 Ft., Along;: the-said. South line to the point of the begining. 1 Lots 1, 2, 3, 4 & 5, East Aspen Additional Township City of Aspen, County of Pitkin, State of. Colorado, Formerly Known As: Lots A, B, C, D & E, East Aspen Addition to the City of Aspen II COUNTY OF PITKIN STATE OF COLORADO 1 1 1 i 1 1 1 ' Schedule A Page No. 035-1-999-0040/2 I ® 4 1 Iuiyers Title Insurance Or oration National Headquarters Richmond, Virginia 1 SCHEDULE B—Section 1 Requirements 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 filed for record, to-wit: II (1) Deed fran : DOROTHY MARIE MIKKELSEN, ARDITH LOUISE WARE and ALICE JUANITA GALLEGOS to : FINE ASSOCIATES, A MINNESOTA GENERAL PARTNERSHIP 1 (2) Trade Name Affidavit or Partnership Agreement of FINE ASSOCIATES, disclosing the names of the partners, and the other information required by '73 CRS 7-71-101 (1) (1) evidencing the existence of said partnership prior to its acquistion of title to the land herein. . (3) Deed from : ALBERT W. BEVAN, JR. . to : FINE ASSOCIATES, A MINNESOTA GENERAL PARTNERSHIP 1 (4) Evidence satisfactory to the Company that the Real Estate Transfer Tax as established by Ordinance No. 20 (Series of 1979) has been'paid or exanpted. 1 (5) Certificate of Nonforeign Status, signed by DOROTHY MARIE M KKELSEN, ARDITH LOUISE WARE, ALICE JUANITA GALLEGOS, and ALBERT W. BEVAN, JR. I ' ' 1 I . . 1 1 . 1 • • I This commitment is invalid unless the Insuring Provisions and Sched- • Schedule B-Section 1-Page 1-Commitment No. PCT-1232-87 ules A and B are attached. Form No. 91-88(8.1) ,�,� 1 Lawyers Title Insurance Corporation NATIONAL HEADQUARTERS RICHMOND, VIRGINIA 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 area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, im- 1 posed by law and not shown by the public records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. Taxes due and payable; and any tax, special assessments, charge or lien imposed for • water or sewer service, or for any other special taxing district. 7. Reservations and exceptions as contained in United States Patent recorded August 29, 1958 in Book 185 at Page 69 as follows: Right of way for ditches or canals constructed by the authority of the United States. 8. Terms, conditions, obligations and provisions of Letter relating to the use of driveway fran William R. Tiedt to Dorothty Marie Mikkelsen, Ardith Louise Ware and Alice Juanita Gallegos as set forth in instrument recorded November 4, 1982 in Book 435 at Page 189. 9. Terms, conditions, obligations and provisions of Short Form Options by and between Albert W. Bevan, Jr., and Fine Associates, a Minnesota general partnership as set forth in instrument • recorded September 29, 1987 in Book 546 at Page 919; and Short Form Option by and between 1 Ardith Ware, Dorothy M. Mikkelsen and Alice J. Mikkelsen and Fine Associates, a Minnesota general partnership as set forth in instrument recorded September 29, 1987 in Book 546 at Page 921. 1 1 1 Exceptions numbered NONE are hereby omitted. The Owner's Policy to be issued, if any, shall contain the following items in addition to the ones set forth above: (1) The Deed of Trust, if any, required under Schedule B—Section 1, Item (b)... (2) Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing issuance .thereof; water rights, claims or title to water. (3) Any and all unpaid taxes, assessments and unredeemed tax sales. Schedule B—Section 2—Page 1—No. Form 91-88 82 Rocky Mt. I la___tuyellt Title Insurance Corp o tion I National Headquarters Richmond, Virginia 1 COMMITMENT FOR TITLE INSURANCE LAWYERS TITLE INSURANCE CORPORATION, a Virginia corporation, herein called the Company, for valuable I consideration, hereby commits to issue its policy or policies of title insurance,as identified in Schedule A, in favor of the • proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. IThis Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company,either at the time of the issuance of this ICommitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six (6) months after the effective date hereof or when the policy or I policies committed for shall issue,whichever first occurs,provided that the failure to issue such policy or policies is not the fault of the Company.This Commitment shall not be valid or binding until countersigned by an authorized officer or agent. IN WITNESS WHEREOF, the Company has caused this Commitment to be signed and sealed, to become valid when countersigned by an authorized officer or agent of the Company,all in accordance with its By-Laws.This Commitment is effective as of the date shown in Schedule A as "Effective Date." 1 CONDITIONS AND STIPULATIONS I1. The term "mortgage," when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge.of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in I Schedule B hereof,and shall fail to disclose such knowledge to the Company in writing,the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company,or if I the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter,the Company at its option may amend Schedule B of this Commitment accordingly,but such amendment shall • not relieve the Company from liability previously incurred -pursuant to paragraph 3 of these Conditions and Stipulations. I3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss I incurred in reliance hereon in undertaking in good faith(a)to comply with the requirements hereof,or(b)to eliminate exceptions shown in Schedule B,or(c)to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies I committed for and such liability is subject to the insuring provisions and the Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. I 4. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. ILawyers title ]nsu a ( rporatton 6_7 jea..._ I President Attest: • • . Secretary. I . • • I Alpine Surveys, Inc. $ EXHIBIT 414 North Mill Street `■a', Post Office Box 1730 Aspen, Colorado 81612 I303 925 2688 I INovember 19 , 1987 87-140 1 I To Whom it May Concern: II have conducted a slope study of the property associated with Block 21, East Aspen Additional Townsite. The results : ITotal Lot Area 60016 Sq. Ft. Slope Area Multiplyer Net Area I 0-20 49776 1. 00 0 . 50 49776 20-30 700 350 30-40 1485 0 . 25 371 * 40+ 8055 0 0 I * Includes Area Under Water INet Developable Area 50497 Sincerely Yours, 1 i ■ g--F. Reser I z JFR/ml .. I I I . I I Suite 1916 eapol is, Telephone [DS Centers 302 612-332-2361 • I . = EXHIBIT fx $ ..3h, FINE ASSOCIATES IINovember 25, 1987 „• , IICity of Aspen '; 130 South Galena Street , Aspen, Colorado 81611 Re: Land Use Applications by Fine Associates for 700 Main 44 Project IIDear Ladies and Gentlemen: I We hereby authorize submission of the Growth Management Plan, f Planned Unit Development, Subdivision, and Stream Margin Review s,< applications to the City of Aspen. These application submittals, on behalf of Fine Associates, are for the "700 Main" project. Fine Associates is the holder of an option to ,'L 4 purchase the subject property. 1 Sincerely, FINE ASSOCIATES, a Minnesota 1 Gener.l Partnership • I BY: F1"am I. _� ine Managing General Partner ? il . . WIF:rd . 1 I t .S M EXHIBIT CONSENT TO LAND USE APPLICATIONS KNOW ALL PERSONS BY THESE PRESENTS: THAT the undersigned, being the sole record owner of that certain real property situated in the City of Aspen, County of Pitkin, State of Colorado, which is more particularly described on Exhibit "A" attached hereto and 1 incorporated herein by this reference (the "Subject Property" ) , hereby consent to the submission to the City of Aspen by Fine Associates, of Growth Management Plan, Planned Unit Development, Subdivision, and Stream Margin Review Applications for the Subject Property. ' EXECUTED as of the / 9 day of November, 1987. OWNER: ALBERT W. BEVAN, JR. 1 1 1 1 1 1 1 1 1 1 1 EXHIBIT "A" 1 Lots 1, 2 , 3 , 4 and 5 , Block 21, East Aspen Additional Townsite, City of Aspen, County of Pitkin, State of Colorado; containing 15 , 000 square feet more or less. 1 Formerly known as: ' Lots A,B,C,D and E, Block 21, East Aspen Addition to the City of Aspen, County of Pitkin, State of Colorado. • 1 1 1 1 1 1 1 1 1 1 1 110 4111 BUNT • I CONSENT TO LAND USE APPLICATIONS 1 KNOW ALL PERSONS BY THESE PRESENTS: THAT the undersigned, being all of the record owners of that certain real property situated in the City of Aspen , County of Pitkin, State of Colorado, which is more particularly described on Exhibit "A" attached hereto and incorporated herein by this reference (the "Subject Property" ) , hereby consent to the submission to the City of Aspen by Fine Associates, of Growth Management Plan, Planned 1 Unit Development, Subdivision, and Stream Margin Review Applications for the Subject Property. EXECUTED as of the 4C— day of November, 1987. OWNERS: ARDITH LOUISE WARE 1 DOROTHY MARIE MIKKELSEN 1 4d,1.,te -6Q14-04 -) )41rd‘li--11' ALICE ANITA GALLEGOS (now known as Alice Juanita Mikkelsen) 11 14kj.4./ )7:44414/141..4.- ?OlalOJC 1 1 • • . EXHIBIT "A" A parcel of land situated in the SE1/4SW1/4 of Section 7 , Township 10 South, Range 84 West of the Sixth Principal Meridian, Pitkin County, Colorado, more fully described as follows: Beginning at the Southwest corner of Block 21 , East Aspen Additional Townsite, thence N 14°50 ' 49" E 120 . 00 feet, thence S 75°09 ' 11" E 150 .00 feet along the South line of Lots 1,2 ,3 ,4 and 5 , said Block 21, thence departing from said line N 14°50 ' 49" E 100 .00 feet, thence S 59°18 ' 00" E 56 . 37 feet, thence S 50°14 ' 11" E 118 . 32 feet, thence S 52°57 ' 39" W 47 . 02 feet, thence S 49°58 ' 47" W 21 .71 feet, thence S 14°50 ' 49". W 100 . 00 feet to the South line of said Block 21 , Thence N 75°09 ' 11" W 2 . 31 feet along 1 the said South line, thence departing said line, 62 . 88 feet along a curve to the right having a radius of 868 .51 feet (the chord of which bears S 10°18 ' 25" E 62 . 87 feet) , thence 145 . 72 feet along a 1 curve to the left having a radius of 176 . 18 feet (the chord of which bears N 51°27 ' 27" W 141.60 feet) to the South line of said. Block 21 , thence N 75°09 ' 11" W 164 . 75 feet along the said South line to the Point of Beginning, containing 45 ,016 square feet more or less . 1 1 1 1 1 1 • J • EXHIBIT CONSENT TO LAND USE APPLICATIONS KNOW ALL PERSONS BY THESE PRESENTS : THAT the undersigned, being all of the record owners of that certain real property situated in the City of Aspen , County of Pitkin, State of Colorado , which is more particularly described on Exhibit "A" attached hereto and incorporated herein by this reference (the "Subject Property" ) , hereby consent to the submission to the City of Aspen by Fine Associates, of Growth Management Plan , Planned Unit Development, Subdivision, and Stream Margin Review Applications for the Subject Property. Ae EXECUTED as of the ,e5- day of November, 1987. OWNERS : • ARDITH LOUISE WARE DOROTHY MARIE MIKKELSEN ALICE JUANITA GALLEGOS (now known as Alice Juanita Mikkelsen) 1 . 1r 1 1 1 I ® • eEXHIBIT "A" A parcel of land situated in the SE1/4SW1/4 of Section 7 , Township 10 South, Range 84 West of the Sixth Principal Meridian, Pitkin County, Colorado, more fully described as follows: Beginning at the Southwest corner of Block 21 , East Aspen Additional Townsite , thence N 14°50 ' 49" E 120 . 00 feet, thence S 75°09 ' 11" E 150 .00 feet along the South line of Lots 1,2 ,3 , 4 and 5 , said Block 21, thence departing from said -line N 14°50 ' 49" E 100 .00 feet, thence S 59°18 ' 00" E 56 . 37 feet, thence S 50°14 ' 11" E 118 .32 feet, thence S 52°57 ' 39" W 47 . 02 feet, thence S 49°58 ' 47" W 21 . 71 feet, thence S 14°50 ' 49" W 100 .00 feet to the South line of said Block 21, Thence N 75°09 ' 11" W 2.31 feet along I the said South line, thence departing said line, 62 .88 feet along a curve to the right having a radius of 868 .51 feet (the chord of which bears S 10°18 ' 25" E 62 . 87 feet) , thence 145 .72 feet along a curve to the left having a radius of 176 . 18 feet (the chord of which bears N 51°27 ' 27" W 141. 60 feet) to the South line of said Block 21 , thence N 75°09 ' 11" W 164. 75 feet along the said South line to the Point of Beginning, containing 45 ,016 square feet more or less. • 1 1 1 1 1 1 1 1 ® o 1 Hagman & Yaw Architects EXHIBIT 210 S . Galena • "4 Aspen, Co . 81611 1 ATTN: Mike Thompson November 25 , 1987 To Whom It May Concern : The City of Aspen owns the electric facilities in the 700 block on the North side of East Main St . • At the present time there is 120/240 single phase power at this location. Any upgrading of present facilities such as a transformer size 1 increase or change to 120/208 Three Phase will be at owners expense . The City of Aspen Electric Department will do all hookups in the transformer and charge owner for material and labor . 1 The City of Aspen also furnishes the Current Transformers and Meter Housing and will wire up same at no charge to owner after inspection by City Building inspector. 41ne&41540( )X • 1 • Donald K . Gilbert Electric Superintendent cc/Jay Hammond DG/ch 1 1 1 • A a A :. Mountain Bell 1 A USWEST COMPANY P. O. Box 220 Glenwood Springs, CO 81602 November 17, 1987 EXHIBIT 5 ,, Hagman & Yaw ATTN: Michael Thompson 210 S. Galena 1 Aspen, CO 81611 Dear Mr. Thompson: Pursuant to your request concerning the provision of telephone facilities for the Original Curve Town Homes, located in Aspen, Colorado. I submit the following information. 1 Mountain Bell is the serving telephone company in this area and will provide telephone service to this project. However, the developer could be required to enter into a Land Developers Contract with Mountain Bell and be required to provide front end money prior to Mountain Bell's placement of telephone facilities within this project. 1 Sincerely, '-)I4P-14-11-=C RAYMOND L. CARPENTER Assistant Manager 1 RLC/sw 1 1 1 1 • C Cirti h 1 EXHIBIT canyon cable tv tNovember 19, 1987 Mr . Michael Thompson Hagman-Yaw Architects 210 S. Galena St . Suite 24 Aspen, CO 81611 Re: Serviceability Confirmation Dear Sir : Pursuant to our telephone conversation on November 17, this letter will confirm that cable television service will be made available to the proposed 18 Townhomes in the vicinity of 700 E. Main St . , Aspen , CO 81611 . Such service availability will be subject to our published rate schedule then in effect . Please see that we are listed on your utility companies mailing list to insure that we receive liberal , advance notice of the progress of this project . We will be happy to assist you in the utility/CATV installation coordination to assure of a smooth process . Thank you . 1 Since ely, J el y Bloomer JKB/ar 1 1 1 Rt Division Of United Artists Cablesystems Corp. I 201 Aspen Airport Business Center Aspen,Colorado • 81611 • 303/925-4098 g :�i.: 410 o PRE-APPLICATION CONFERENCE SUMMARY ti I � � ,PROJECT 6 W14Itlit2t?-a t'11'161- �- tl4(--J 6 hl(° APPLI CANT' S REPRESENTATIVE: 1-kit) j t"- t., 1t1�Lial L 151111. /.J A-.� REPRESENTATIVE' S PHONE:. OWNERS NAME: SUMMARY 1. Type of Application: Ok',c(ti..,,U C Me) 2,,(.I(-i�.t,c�, 11)0) .>, /11 MA Quit c A II I/a"-K,o{, 2. Describe action/type of development being requested: Il„Il l.,rt ,Inµ..i'L(:, n''fLv�' 4)•titl 1 f t'rI� , j1ML4 .. ..``:..• ,. _.i i' ' ., . � � 41;1.4(t/1 J d w k '” ID fri , J c•;,, _ !4,1f 4)-C1)J R'�{ /)14/1 n r1/ 3. Areas in which Applicant has been requested to respond, types of reports requested: Policy Area/ Referral Agent Comments II ��I(rlljt,;IJ �'!Tes�'ws�pl;>'r�xtvtal 4 IT pA.0,3e/ ✓(.t/l t' {- 16•6(/,‘, _ �. , ':;r 5 f%(/[.I tl;( av it C 61;111 rJ;,(/t�l 401Ye `^" TO,4'0(44 rr L ;r.k 1.d �,� �h.l.,n c,�.t, i ) tL;L r o se broad erplhs<a(v."ltd St. "K±(J� I,trt ,/�nhlla.. y;le;•t ((,NI�o1` ^� 0,I ).,1 �uyyf) K I. p I p 1 .,) I-.(I,f, I lP H-ail V�I�rl I to) (Sttef rer ;, j) f lelkJ.)lslr✓eWal l(S) plat fill refit,S+9011 drn,v p4/ 7 Pit)r}ttry t 1,•� YI;, _ NI? ,n) i � - T(adsPIn,Fl,,r(l Ar fvr+lvA f"[JSSIOns wlf� t (+I� l — .r_..�.•.,17� :1,,1)01 ,, . 11112t, d.,d tv Cetyart411 fy eX rr(Ilhl c{liy�. .Lind, eiNin' I4 )rfY, Sa)1 0).5t, rf Alaillt.1 l — I,'T'IIIff irY p)alrrll.° , p�blll Sfl.•e}y Acre's Or+r14. 4. Review is: (P&Z Only) (CC/BOCC Only) (P&Z then to CC BOCC) 5. Public Hearing: (YES) (NO) CDnr�jf� iy�tit> t�iew L NDi•ICC to pA1.tYht Prrr,rlty bwh.,� v.e'O�r.1 I ov (1+-1(0"01 6. Did you to applicant to submit list of ADJACENT PROPERTY OWNERS? YES (NO) Disclosure of Ownership: ES : (N0) Concctt�,l jv�.fe�ift b jCot,h,il • tv2D0-F^�. 7. What fee was hppl icant requested to submit: i ,-730 su-4:,'i.l,-1o.itt '14 3,610 8. Anticipated date of submission: 1, 111 9. COMMENTS/UNIQUE CONCERNS: co131P5 of(",/,lefc Qt "A-hoh (Co"r11t41 S`L,I. lNit) 611'IP) 1 t�k/l�'ly FG IS l h Pv J Y �C'1V [ / 1 i 0.41- ; 1 2.pnl� 01 1:1(1).- In veil o'1., rt�lltt,FS '1"0 Xel j4 f•ei -v/(�I�LVLv/�,5 ODp? (Prllt+i0h( L'n)i„•++I;;+7) - Tr,51, llry vGcatin, T4I fl ,111 �1zVf !)�tAACa , ; ol :,r ;�.( y..rtC> ( ::■Cal 441Cv! . t 1 I! , • HP,$),1) Il,Ylli lr) - I Can.Q.`r 11.11 .ki,),,,/C11 I Gl'`1A-)n-li1v C I+y I1 tfy , Ok/h4Yit p av>I�o�lz,t*ID n) . '~1' ( W ' r ' o�e I. 9� ;h 0(n t. :..1,1.---C4-1( rinCt. J A.t,l /441,4 4 {-1 1,.. : 4(1 . , fZql►� ��t +��, �,��� �t ;L:ut,� I'rYt:lw h1 n,>4 P o''J' , • • (1 ' ... CERTIFICATE OF MAILING I hereby certity that on this C>22.4-day of Y Y Y 198r a true and correct copy of the attache. Notice o Public Hearing was deposited in the United States mail , first-class postage prepaid, to the adjacent property owners as indicated on the attached list of adjacent property owners which was supplied to the Planning Office by the applicant in regard to the case named on the public notice. Nancy Caeti 111 411 PUBLIC NOTICE RE: 700 MAIN CONCEPTUAL SUBDIVISION/PUD GMP APPLICATION NOTICE IS HEREBY GIVEN that a public hearing will be held on Monday, February 22 , 1988, at a meeting to begin at 5: 00 P.M. before the Aspen City Council, 1st Floor, City Council Chambers, City Hall, 130 S. Galena Street, Aspen, CO, to consider an application submitted by Fine Associates requesting 14 residen- tial growth management allotments, one employee unit and 3 replacement units for a total of 18 units. These units are proposed to be configured in 3 buildings at 700 Main Street, between Spring Street and Original Curve. For further information, contact the Aspen/Pitkin Planning Office, 130 S. Galena Street, Aspen, CO 81611 (303) 925-2020, ext. 227 . s/William L. Stirling Mayor, Aspen City Council ll Published in the Aspen Times on February 4, 1988 . City of Aspen Account. 411' 4101 MEMORANDUM TO: City Attorney '-City Engineer dousing Director VAspen Water Department ✓4nvironmental Health ,!aspen Consolidated Sanitation District 'Fire Marshall ./Roaring Fork Energy Center. ✓Parks Department* Roaring Fork Transit Agency* FROM: Steve Burstein, Planning Office Cindy M. Houben, Planning Office RE: 771 Ute Avenue Residential GMP Submission Parcel ID# 2737-182-95-009 700 Main Residential GMP Submission* Parcel ID# 2737-073-27-002 925 E. Durant Townhomes Residential GMP Submission Parcel ID# 2737-182-61-003 DATE: December 7, 1987 Attached for your review and comments are the 1987 City of Aspen Residential GMP applications received by the Planning Office. A brief overview of the applications follows: The requests by the four applicants for allotments are as follows: 771 Ute Avenue = 8 units 700 Main = 14 units 925 Durant Townhomes = 4 units Hearings for these 3 residential GMP applications have been scheduled on January 19, 1988. Please review this material and return your referral comments to the Planning Office no later than January 7, 1988 in order for this office to have adequate time to prepare for its presentation before P&Z. We also have requested clarification from all three applicants to provide us with additional information that you may find missing from the applications. If you have any comments on this, please do not hesitate to let us know. Thank you. { ASPEN/PITKIN PLANNING OFFICE 130 S. Galena Street Aspen, 00 81611 (303) 925-2020 Date : G .L Y-F ') RE: 10,0 Dear G : This is to inform you that the Planning Office has completed its preliminary review of the captioned application. We have determined that your application IS NOT complete, sthk Additional items required include: Disclosure of Ownership (one copy only needed) Adjacent Property Owners List/Envelopes/Postage (one copy) Additional copies of entire application Authorization by owner for representative to submit applica- / tion e �// Response to 1 ist of items (attached/below ) demonstrating compliance with the applicable policies and regulations of the Code, or other specific materials A check in the amount of $ A. Your application is, complete and weon have` s scheduled We will review by the Q\A^"`1 fir-- ssv4-• call you if we need any additional information prior to that date. Several days prior to your hearing, we will call and make available a copy of the memorandum. Please note that it IS NOT your responsibility to post your property with a sign, which we can provide you for a $3 .00 fee. B. Your application is incomplete, we have not scheduled it review at this time. When we receive the materials we have requested, we will place you on the next � _ available agenda. \ If you have any questions, please call �`v'�'"� e,^ the planner assigned to your case. Sincerely, ASPEN/PITKIN PLANNING OFFICE • • • GALKINS, KRAMER, GRIMSHAW 8C HARRING A LAW PARTNERSHIP INCLUDING PROFESSIONAL CORPORATIONS SUITE 3800 ONE UNITED BANK CENTER 1700 LINCOLN STREET DENVER,COLORADO 80203 TELEPHONE(303)839-3800 (TELEGOPIER:303-839-3838) MARTHA C.PICKETT (303)839-3702 FEDERAL EXPRESS January 29 , 1988 Ms. Cindy M. Houben Aspen Planning Office 130 South Galena Aspen, Colorado 81611 RE Public Notices for 700 East Main Dear Cindy: Please find enclosed the list of adjacent property owners and property owners within 300 feet of the 700 East Main property. This list was prepared and certified by Michael Veitch of Pitkin County Title, Inc. My office has prepared the pre-addressed, stamped envelopes from this list. Please note however, that there are three condominium associations listed without addresses. These are the Centennial Park, Aspen Main, and Spring Street Condominium Associations. Barbara Schey of Stirling Homes is investigating the proper addresses for public notices to these associations. She will deliver to you on Monday, the pre-addressed, stamped envelopes for these three public notices. It is my understanding from the receptionist in your office that your office will stamp the envelopes with your return address, and mail the public notices. If you have any questions or concerns regarding the enclosed, please do not hesitate to call me. Sincerely, , CALKINS, K' ' R, GRIMSHAW & HARRING / Mar •a ! Pickett /mz-s / 10324. 001 Enclosures c: Rich Luhman Bob Kueppers PITKIN COUNTY TITLE, Inc. Title Insurance Company 601 E.Hopkins Aspen,Colorado 81611 DATE : JANUARY 27, 1987 (303)925-1766 • RICH LUHMAN • WHEELER SQUARE LAW OFFICES . 315 E. HYMAN AVE. . ASPEN, COLORADO 81611 Pitkin County Title, Inc., a duly licensed Title Insurance Agent in the State of Colorado hereby certifies the following list is a current list of adjacent property owners within 300 feet of the subject property set forth on Schedule "A" attached hereto and made a part hereof, as obtained from the most current Pitkin County Assessors Tax Rolls. NAMES AND ADDRESS . . . BRIEF LEGAL DESCRIPTION DOROTHY MARIE M KKE SEN PARCEL "A" SUBJECT PROPERTY ARDTTH IOUISE WARE ALICE.JUANITA CLIEGOS P.O. BOX 132 ASPEN, COLORADO 81612 ALBERT W. BEVAN, JR. x PARCEL "B" SUBJECT PROPERTY 1719 SANDERSODN AVENUE COLORADO SPRINGS, COLORADO 80915 FINE ASSOCIATES CONTRACT INTEREST IN PARES "A" & "B" 1916 IDS CENTER ' SUBJECT PROPERTY MINNEAPOLIS, MINN. 55402 JEAN -PAUL AUBE UNIT 307, CONCEPT 600 CONDO. 522 ALGONQUIN BOULEVARD EAST T1N1IINS, ONTARIO, CANADA P4N187 MELVIN L. SCMYER UNIT 405, CONCEPT 600 CONDO DOROTHY K. SOMER, TRUSTEES "s P.O. BOX S-3 . ASPEN, COLORADO 81612 STEPHEN A. GREENE. '. UNIT 202, CONCEPT 600 CONDO CLARK FICLE 1407 HUNTINGDON DRIVE RICHARDSCN, TXAS 75080 RICHARD STAHURA UNIT 201, CONCEPT 600 CONDO P.O. BOX 17.101 PITTSBURGH, PENNSYLVANIA 15235 JOAQUIN F. BLAYA UNIT 203, CONCEPT 600 ISABEL BLAYA 540 LEUCAIEIUDRA DRIVE CORL CABLES, FLORIDA 33156 PITKIN COUNTY TITLE,Inc. Tills Insurance Company 601 E.Hopkins Aspen.Colorado 81611. (303)925-1766 NAMES AND ADDRESS BRIEF LEGAL DESCRIPTION JOHN L. LEPPLA UNTT 204, CONCEPT 600 CONDO JOHN F. LEPPLA 4040 DAHL ROAD MJU D, MINNESCTTA 55364 PATTI WAICEFIELD UNIT 205, CONCEPT 600 C CNDO 9501 SEZ LANE ASPEN, COLORADO 81611 • FRED C. .SCHULTE , UNIT 206, CONCEPT 600 CCVDO } 224 SO[TIH MICHIGAN AVENUE CHICAGO, ILLINOIS 60604 • . STEVE B. BROU(G1 UNIT 207, CONCEPT 600 CONDO • DEBORAH A. BROUCHH 1 599 TROUT LAKE DRIVE • SANGER, CALIFORNIA 93657 ROBERT H. BORCE)ERTS UNIT 208, CONCEPT 600 CONDO HOLDE H. BORCHERTS • -`'• ::1555 WASTENAW ANN ARBOR, MICHIGAN.48104. LLOYD L. ROSS UNIT 210, CONCEPT 600 CONDO • 37 BENT TREE DRIVE • DALLAS, TEXAS "75208_'. W.R. NEWELL UNIT 301, CONCEPT 600 CONDO £: •MARY HELEN NEWELL • 909 RUE ST. GREGOIRY MCT1REAL, QUEBEC, CANADA RTTA M. DOUSSARD UNIT 302, CONCEPT 600 CONDO 2235 S. HOYT.COURT LAKEWOOD, COLORADO 80227 DONALD R. HEYS s4 UNIT 303, CONCH 600 CONDO MARIE L. HEYS • 2531 ESSEX ANN ARBOR, MICHIGAN 48106 • MICHAEL A. O'NEIT, •' UNIT 304, COPT 600 CC DO SALLY B.: O'NEIL 1500 DIAMOND SHAMROCK:17.41ER • • •DALLAS, TEXAS 75201 ? MARTHA FOSTER ? : UNIT 408, CONCEPT 600 CONDO• •. • 3601 'IIJRTIE CREEK BOULEVARD . DALLAS, TEXAS 75219 :••• PITKIN COUNTY TITLE,Inc. Title Insuranoe Company • 601 E.Hopkins "Aspen,Colorado 81611. (303)925-1766 NAMES AND ADDRESS BRIEF LEGAL DESCRIPTION. KATH[ffi�i A. MANN UNIT 309, CONCEPT 600 CONDO P.O. BOX 2057 , ASPEN, .COLORADO 81612 JOSEPH A. MARCHETI 1 UNIT 310, CONCEPT 600 CONDO • 8532 W. BERWYN AVENUE . Q1ICAGO, ILLINOIS 60656 `.: DAVID S. SHANKS UNIT 401, CCN(EPT 600 C NDO #9 RIVO ALTO CANAL • _` LNG BEACH, CALIFORNIA 90803 qF, RALPH DORAN. UNIT 402, CONCEPT 600 CONDO 2500 WOODWARD WAY ' " • ATLANTA, GEORGIA 30305 CON C. SHIRLEY UNIT 4C4, CONCEPT 600 CCt'DQ IEI(AI L. SHIRLEY 7805 BRIARIDCE DALLAS, TEXAS 75230 LINDA LEVIN WAAG : UNIT 406, CONCEPT 600 CONDO P.O. BOX 1624 ASPEN; COLORADO 81612 ROBED H. MITCHELL ,. .. UNIT 410, CONCEPT 600 (XXI1DO. SUITE 222 . 5934 ROYAL LANE . DALLAS; TEXAS 77024 RICHARD P. COPPOCK UNIT 407, CONCEPT 600 CONDO 11603'PLEASANT VIEW 1`. PIlNCKNEY, MICHIGAN 48169 • GEORGE W. FOSTER >. UNIT 305, CONCEPT 600 (X D0 PATRICIA C. FOSTER 351 C. MALLARD POINT BARRINGJxx , ULINOIS 60010 • • RALPH C. DORAN • • ' UNIT 209, CONCEPT 600 C(NDO . • ,•; ELIZABETH B. DORAN • , 2600 WOCLMARD WAY • ATLANTA,. GEORGIA 30305 • COINHA,'LTD. atad • 1614 KAL.AKAUA AVE .SUITE 201 . HONOLULU, HAWAII 96826.: • • • PITKIN COUNTY TITLE, Inc. Yule Insurenae Oornpany 601 E.Hopkins Aspen,Colorado 81611. • (303)925-1766 NAMES AND ADDRESS BRIEF LEGAL DESCRIPTION JAWS J. AYLOR UNIT 409, CONCEPT 600 OCiNDO PHILLIP C. NOiAN JOHN W. CLARK CRAIG JOHNSON • • EVANELINE JOHNSON 11505 8370 GREENSBORO ROAD McIEAN, VIRGINIA.22102 DAVID S.. KIDDER Y' UNIT 306, CONC'EP'T 600 CONDO 3928 UNIVERSITY BOULEVARD 1 •DALLAS, TEXAS 75205 WILLIAM DAVID ARNEIT. UNIT 403, CONCEPT 600 CONDO BEETLE LEE ARNETT '1- .;;• 4805 SOUTH KIMBARK AVENUE . . . . CHICAGO, ILLINOIS 60615 JERE McGAFFEY x UNIT 308, CONCEPT 600 CONDO :: ..777 E. WISCONSIN AVENUE I MILWAUKEE, WISCONSIN 53202 ' -;?HOLLAND-HART y UNITS 1-6, SPACE A, (XNCEFT 600 CONDO 640 EAST MAIN STREET; . ASPEN, COLORADO 81611 ASPEN -600 UNITS 7-9, SPACE B, CONCEPT 600 CONDO P.O. B0X 3159 • "s;;'ASPEN,.COIORADO.81612 .. . CONCEPT 600 CONDCMINIUM ASSOCIATION '' CatION EIEMEN' S P.O. BOX 12344 ASPEN, COLORADO 81612 KLAUS F. OBERME'YER . • METES AND BOUNDS, CITY OF ASPEN P.O. BOX 130 LOTS 6,7,8,9, BLOCK 20, EAST ASPEN ADDITION ASPEN, COLORADO 81612 GAUEN'B. SMITH LOT 1, GIGNOUX LYNCH SUBDIVISIOi 601 EAST BLEEKER Sixr ra' ?` ASPEN, COLORADO 81611...' NATALIE A. GI(N('1UX LOT 2, GIGNWX LYNCH SUBDIVISION 251 TAINTER DRIVE . LITCHF'IELD PARK, ARIZONA 85340 CITY CF ASPEN HERRON PARK,:OPEN SPACE, METES AND BOUNDS • 130 S:.GALENA S11EET ASPEN, COLORADO 81611 : • • • PITKIN COUNTY TITLE,Inc. Title Insurance Company 601 E.Hopkins Aspen,Colorado 81611. (303)925-1768 NAMES AND ADDRESS BRIEF LEGAL DESCRIPTION ' UNITED STATES ARMY CORP. OF ENGINEERS • ALL MATTERS CONCERNING AREA ADJACENT TO AND IN ATTENTION : GARY L. DAVIS THE ROARING FORK RIVER 164 HORIZCN DRIVE, ROCM 211 GRAND JUNCTION, COLORADO 81506-8719 (NOTE: APPLICATION MUST BE MADE AND HEARING SET IN CONJUNcriw WITH ANY PITKIN COUNTY/CITY HEARINGS) RICHARD W. VOLK NUMEROUS LOTS, OKIAHCMA FLATS SUITE 3600 5847 SAN FELIPE I. HOUSTON, TEXAS 77057 REM) IAVAGNINO NUMEROUS LOTS, OKLAHOMA FLATS P.O. BOX 532 ASPEN, COLORADO 8 16 12 • • . .. ' ; NELIGH C. COATES, JR. LOT 1, CREEKI'REE SUB. C/O COAZES, REID & WALDRON ':: 720 E. HYMAN.AVE • ASPEN, COLORADO 81611 (EIARLkY ELBERT TACKERR : TRACT OF LAND, EAST ASPEN ADDITION DMA LOU TACKER y t;. .. 115 NORTH NEAL Sill A 1, ( IDRAD0 81611 •'. FRATERNAL ORDER OF EAGLES LOT 3, CREEKCCLREE SUB .700 E. BLIR STREET . .ASPEN, COLORADO 81611 ' ';` JEFFREY 1< TIC RG UNIT 733, CREEKIREE CONDO RED PHILLIPS • 2925 MANSFIELD ROAD P.O. BOX 3735 SHREVEPORT, LOUISIANA 71103 DAVID E. BECKWITH UNIT 735, CREEKTREE CONDO C/O FOLEY AND T ARLX ER . . 777 EAST WISCONSIN AVENUE • M]INAUK E, WISCONSIN 53202 • JOHN L. LANCASTER, III; UNIT 727, CREE[CI'REE CONDO ROBERT P. LANCASTER :1 4300 INIEFFIRST ONE DALLAS, 'TEXAS 75202 .. • • • • JOAN L. I 'ICAIF " UNIT 729,. CONDO P.O. BOX 8542 ASPEN, COLORADO 81611 • • • • •• PITKIN COUNTY TITLE, Inc. Yule Insuranoe Company 601 E.Hopkins Aspen,Colorado 81611. (303)925-1766 NAMES AND ADDRESS • BRIEF LEGAL DESCRIPTION CREEK TREE coNoc a imm ASSOCIATION ` COMION AREA, CREEKCIREE CONDO NO- DBRES-AV E- David E. Beckwith c/o Foley and Lardner, 777 E. Wisconsin Ave. STEPHEN M. PEIERHANS Milwaukee, WI 53202 N2, BLACK 27, EAST ASPEN 3415 BRIESItMN COURT WALNUT CREEK, CALIFORNIA 94598 HAR(JIA.A. THAU UNIT B-4, LARKSPUR CONDO. P.O. BOX 1171 +' .1ES CW, CONNECTICUT 06883 i" ROIaTIE ROARK UNIT A-4, LARKSPUR CONDO 2100 NEWTON S RE r • • • ';° AUSTIN, TEXAS 78704 ' •1:,• IIINIUM ASSOCIATES • UNIT A-S, LARKSPUR CONDO C/O LIDDELL, SAP, ETC. 500 GULF BUILDING HOUSTON, TEXAS 77002 :" • EUGENE SIEGEL UNIT B-3, LARKSPUR CONDO. 800 EAST HOPKINS AVE. #B-3 • !ASPEN, COLORADO 81611 TRCMAS IACONO UNIT A-3, LARKSPUR CONDO 800 EAST HOPKINS AVE, #A-3 . ASPEN, COLORADO 8161.1 • LAWRENCE M. FRIECMAN UNIT A-1, LARKSPUR CONDO LYNN L. FRIETMAN • 4042 HANOVER COURT • WEST BLOC1FIELD, MICHIGAN 48033 SINIBALDO TOZZI UNIT B-1, LARKSPUR CONDO DIANE TOZZI . 8100 DENWOOD STERLING HEIGHTS, MICHIGAN 48077 ' . VANE HOVSEPIAN • UNIT B-S, LARKSPUR CONDO 1871 M . W '1PUS DRIVE. . IDS ANGELES, CALIFORNIA.900+6 • DENNIS g. NIA • •. UNIT B-2, LARKSPUR CONDO RICARDO E. LONGORIA . A. FREDERICOE. LONGORIA :.L C/O'I N T E R N A T I O N A L BANK O F CQ •- P.O. BOX 1359 LAREDO, TEXAS 78040: ` PITKIN COUNTY TITLE,Inc. Tills Insurance Company 601 E.Hopkins Aspen,Colorado 81611. (303)925-1766 NAMES AND ADDRESS BRIEF LEGAL DESCRIPTION TIllS J. AVERY UNIT A-2, LARKSPUR CONDO MARIE J. TDVIS 800 EAST HOPKINS AVE. A-2 ASPEN, COLORADO 81611. LARKSPUR CONID(MINI[1M ASSOCIATION C14111 AREA LARKSPUR CONDO 800 EAST HOPKINS AVE, #A-2 ASPEN, COLORADO 81611 I GEORGE B. WOODS UNIT 102, CE IENNIAL PARK C(%IDO ELIZABETH A. WOODS y; •••4' DOTES WE sr #11 2234 GULFSHORE DRIVE N. NAPLES, FLORIDA 33940 • • EDWARD R. BRADLEY JR. UNIT 301, CENTENNIAL PARK CONDO .: .:? _C/0,CBS TIIETISION • 524 WEST 57th. Sn<u.r NEW YORK CITY, NEW YORK 10019 CHARLES E. HALL UNIT 101, CENTENNIAL PARK CCtD0 P.O. BOX 10122 ASPEN, COLORADO 81612 EDWARD R. CAMPBELL JR. UNIT 203, CENTENNIAL PARK CONDO OSCAR E. CIOYD •-401 TEXAS STREET SHREVEPORT, LOUISIANA 71104 DAVID S. WILSON N UNTT 302, CENTENNIAL PARK CONDO ROUTE 3, BOX 90 M11ETA, VIRGINIA 24121 TH(MAS J. NIXON UNIT 103, CENTENNIAL PARK CONDO C/O BRESLAUER, JACOBSON & RUTMAN • SUITE 1700 2121 AVENUE OF THE STARS LOS ANGELES, CALIFORNIA 90067 • • . ERMANNI MASINI • UNIT 201, CENTENNIAL PARK COND3 ALDA MASINI • r • 830 EAST HOPKINS AVE. #201 • ASPEN, COLORADO 81611 • JERCME K. (XUMAN UNIT 303, CENIEi+NIAL PARK CONDO 1803-CALIFORNIA AVENUE SANTAMI ICA, CALIFORNIA 90403 • .RO)#ERT BI ADMAN • . UNIT 202,'CENTENNIAL PARK CONDO 230 CENTRAL PARK SCLTIB • NEW-YORK CITY, NEW YORK.10019. • PITK1N COUNTY TITLE,Inc. Title Insurance Company 601 E.Hopkins Aspen,Colorado 81611. (303)925-1788 NAMES AND ADDRESS • BRIEF LEGAL DESCRIPTION • CENTENNIAL, PARK CODIDONIIN 'JM ASSOCIATION CCNNUN AREA CErIIENDIIAL PARK CONDO. NO ADDRESS AVAILABLE NIEL ROSS LOT A, BLOCK 28, EAST ASPEN P.O. BOX 2075 ASPEN, COLORADO 81611 DOItEEN ANIDLRSON UNIT 301, ASPEN MAIN COW v P.O. BOX 10635 1 ASPEN, COLORADO 81612 JAY COOKE, III. UNIT 202, ASPEN MAIN CONDO C/O BUSINESS PLANNING ASSOCIATES 'v ':, ';. 2nd FLOOR, 260 FRANKLIN SiHr .0 BOSTON, MASSACHUETTS 02110• ':' „:._ ROBERT L. SCHROEDER UNIT 303, ASPEN MAIN CONDO . JOAN C. SCHROEDER ; 53 PIMA COURT . BOULDER, COLORADO 80302 BAYARD HOVDESVEN I UNIT 203, ASPEN MAIN CONDO • P.O. BOX 3810 ASPEN, COLORADO 81612 EDWARD L. THRASHER - UNIT 302, ASPEN MAIN CONDO P.O. BOX 7974 ASPEN, COLORADO 81612 . CHRISTINE AUBAIE GERSCEEL UNIT 201, ASPEN MAIN CONDO P.O. BOX 2985 . ASPEN, COLORADO 81612 . . ASPEN MAIN CO DCMINIUM ASSOCIATION CXIMN AREA ASPEN MAIN CONDO NO ADDRESS AVAILABLE . ELIZABETH ANN PLASSMAN UNIT 102, ORIGINAL CURVE CO DO P.O. BOX 10754 ' ASPEN,•CO1ORADO 81612 • COLONIAL SAVINGS AND LOAN ASSOCIATION.: . UNIT 110, ORIGINAL.. CURVE CONDO FIRST FEDERAL SAVINCS'AND IRAN ASSOCIATION X' CF THE FLORIDA KEYS .. • 510 SO[TTHARD Sn ;l . P.O. BOX 1488 • KEY WEST, FLORIDA 33040 • • SHELBY J. TRAVIS UNIT 306, ORIGINAL CURVE CONDO . 208 EAST 28th S11 I, AFT. 2G • NEW YORK CITY, NEW YORK .10016 • • PITKIN COUNTY TITLE, Inc. TUI.Insuranoe Company 601 E.Hopkins Aspen,Colorado 81611 (303)925-1766 NAMES AND ADDRESS BRIEF LEGAL DESCRIPTION MARY JO BERsaiETT UNIT 205, ORIGINAL CURVE CONDO P.O. BOX 1414 ASPEN, COLORADO 81612 MARTHA JANE SUITS J UNIT 201, ORIGINAL CURVE.CONDO P.O. BOX 8261 ASPEN, COLORADO 81612 . BARBARA B(X,AND .• . UNIT 207, ORIGINAL CURVE CONDO EARL BOLAND 1240 MEADOWSWEET ROAD • GOLDEN, COLORADO 80401 . • . .ORIGINAL CURVE #202 ASSOCIATES UNIT 202, ORIGINAL CURVE CONDO C/0 MVAMY 11 DENISE COURT LINCROFT, NEW JERSEY 07728 BARBARA BIRCH UNIT 307, ORIGINAL CURVE CONDO APT. 4V .. • 165 WEST 66th S1xe:E1' NEW YORK CITY, NEW YORK 10023 • I TRENT E. COWART UNIT 301, ORIGINAL CURVE CONDO :• P.O. BOX 1028 . TELLURIDE, 'COLORADO 81435 .;.; THOMAS E. THOBURN . UNIT 308, ORIGINAL CURVE CONDO ...:;::i'VIVIAN E. THOBURN ' ' 3206 BUCKINGHAM LANE COCOA, FLORIDA 32926 . . • BURTON D. SMITH . . UNIT 203, ORIGINAL CURVE CONDO J. ROBERT.FISHER C/O THE WRIGHT CONNECTION . 17313 1 SUNSET BOULEVARD PCIFIC PALISADES, CALIFORNIA 90272 • ETHELYN DAROFF . UNIT 208, ORIGINAL CURVE CONDO 1313 WILLIAMS, UNIT 905 A. . • ",. DENVER, COLORADO 80220:: s. , • JOAN SIE(EL ••• • UNIT•107, ORIGINAL CURVE CONDO • P.O. BOX 11214 - ASPEN, COLORADO 81612 E ALD RAINER UNIT 109, ORIGINAL CURVE CONDO • P.O. BOX 1225 ASPEN, COLORADO 81612 :- • • • ® • PITKIN COUNTY TITLE,Inc. 11110 Insurance Company 601 E.Hopkins Aspen,Colorado 81611. (303)925-1768 NAMES AND ADDRESS • BRIEF LEGAL DESCRIPTION LINDA LIVINGSTON DAVIS CONDO UNIT 302, ORIGINAL CURVE CONDO 1673 34th 11(k-Er N.W. WASHINGTON, D.C. 20007 PAIMER C. CASEY . CONDO UNTT 204, ORIGINAL CURVE CONDO APT. 8 1047 EUCLID Slid SANTA/43NICA, CALIFORNIA 90+03 • •1 WILLIAM R. DUNAWAY UNIT 210, ORIGINAL CURVE CONDO P.O. BOX E ASPEN, COLORADO 81612 FREDRICK K. MARTINSON ' UNIT 304, ORIGINAL CURVE CONDO � . I P.O. BOX 3186. • ASPEN, COLORADO 81612 •-•• MOUNTAIN STATES CQNHJNICATIONS, INC. st UNIT 101, ORIGINAL CURVE CONDO P.O. BOX BOX E ASPEN, COLORADO 81612 • DR. JOYCE M. CARLYLE UNIT 305, ORIGINAL CURVE CCtIDO • 5'SUNRAY COURT iv. B6C 459 • IAMBEIH, ONTARIO CANADA NOL ISO . 10 MARL ,T CANTRIJP UNIT 106, ORIGINAL CURVE CONDO P.O. BOX 852 • - `; ASPEN, COLORADO 81612 LEONARD CAVE UNIT 310, ORIGINAL CURVE CONDO • SANDRA CAVE 10217 OLDFIEL D DRIVE . • • KENSINGTON, MARYLAND 20895 MARILYN J. OBERII BT UNIT 309, ORIGINAL CURVE CONDO P.O. BOX 1730 . PAWLEY.ISLAND, SOUTH CAROLINA 29585 . • GREG SEER4IN UNIT 104, ORIGINAL CURVE CONDO 1020 EAST HOPKINS AVE,#1 ' ASPEN, COLORADO 81611 VIRGINIA D. MJRRAY . . . UNIT 105, ORIGINAL CURVE CONIDO. • 333 EAST 34th Sl1(Ltd NEW YORK CITY, NEW YORK'10001: -' , GREG SHERWIN • UNIT 108,.ORIGINAL CURVE CONDO BRIGr11> M. HILL ' • 1020 EAST HOPKINS AVE #1. • ASPEN, COLORAD0.81611. • ® • PITKIN COUNTY TITLE, Inc. Title Insurance Company 601 E.Hopkins Aspen,Colorado 81611. • (303)925-1766 NAMES AND ADDRESS • BRIEF LEGAL DESCRIPTION JOHN F. TEIIBODEAU • UNIT 209, ORIGINAL CURVE CONDO 2420 OREYSOLON ROAD D JLIJIH, MINNESOTA 55812 DR. ROBERT WAYNE ICRAKOVTTZ UNIT 303, ORIGINAL CURVE CONDO P.O. BOX 9618 ASPEN COLORADO 81612 I. A. FREDERICK UHLER UNIT 206, ORIGINAL CURVE CONDO FRANCES M. UHLER P.O. BOX 49 WASHINGTON, NEW JERSEY 07882 ORIGINAL CURVE CONDCMIITIUM ASSOCIATION • C.CtIvON AREA ORIGINAL CURVE ATIENTICN SIEVE HACH 940 WATERS AVE • 'ASPEN, COLORADO 816 11 • • •_ MEL SEID UNIT A CCMIERCIAL, THE SPRING Mal' CONDO 1104 DALE AVENUE I UNIT B, CCNMERCIAL THE SPRING S1'KEk1' CCNDO ASPEN, COLORADO 81611 SPRING SI:ME:T ASSOCIATES UNIT C, D, (XMIERCIAL THE SPRING STREET COIX) PIO. BOX 1815 : . ASPEN, COLORADO 816 12 HENRY.H. WULSIN UNIT 1, •RESIDENTIAL. THE SPRING s1ezr CONDO .:JOHN J.: ATIGUE JR.' 442 SICLTIH GAYLORD SIREEi DENVER, COLORADO 80203 • NEAL A. GRANT UNIT 2, RESIDENTIAL THE SPRING S1'tcEI1' CONDO DONNA R. GRANT • 15000 NALL STANLEY, KANSAS 66224 THE SPRING 51'Rl;E I CONDCMINIUM ASSOCIATION • caticti AREA THE SPRING S1Rt5E:1• COPIDO NO ADDRESS AVAILABLE DON S. WESTERLIND LOTS 17, 18 BLOCK 28, EAST ASPEN ADDITION • DORLA J.. WESIERLIND X� • 728 EAST W)PII1S AVE .: • . • - ASPEN, COLORADO 81611 ARCHIE McGILL •• : FRAC. LOT 12, LOTS 13,14,15,16 BLOCK 28 C/O THE DONALD J. FiEISCHER CO. INC. EAST ASPEN ADDITION 2nd FLOOR 710 EAST DURANT AVENUE '• ASPEN, COLORADO 81611 . • PITKIN COUNTY TITLE,Inc. 11114 Insurance Company 601 E Hopkins Aspen.Colorado 81611. (303)925-1766 NAMES AND ADDRESS BRIEF LEGAL DESCRIPTION I>OPKINS AVENUE ASSOCIATES FRACT. LOTS K & L , N BLK. 103 P.O. BOX 740 LOTS 10, 11, BLOCK 28, EAST ASPEN ASPEN, COLORADO 81612 HUNTER SQUARE ASSOCIATES LOTS A,B,C, D, BLOCK 98 ASPEN IRVING BIERS 925 VIA CASITAS (BRAE, CALIFORNIA 94904 GEORGE L. CARISCH E 10' LOT D,.ALL LOTS E, F, and G GERALD F. CARISCH BLOCK 98, ALL OF LOTS 5,6,7, BLOCK 29 C/O CARISCH THEATERS, INC. EAST ASPEN,. SUITE 212, 641 LAKE AVENUE WAYZATA, MINNESOTA 55391 I THOMAS D. McCLOSICEY JR. LOTS K, L, M, N, 0, BLOCK 98, ASPEN ▪ BONNIE P. McCLOSKEY .t . C/O RONALD D. AUSTIN TRUSILE • P.O. BOX 7846 ASPEN, COLORADO 81612 . I HOPKINS S KtE VENTURE E k LOT R, ALL LOT S, BLOCK 98, ASPEN P.O. BOX 166 . . ASPEN, COLORADO 81612 . DAYTON HEIDELBERG DISTRIBUTING CO. ?' E i LOT 0, ALL OF LOT P, BLOCK 98, ASPEN 1518 DALTON SPKEE' . CINCINNATI, (1110 45214 ELLEN JUNE KUPER • A ALL OF LOT Q W LOT R, BLK. 98,ASPEN 624 EAST HOPKINS AVENUE . ASPEN, COLORADO 81611 COLORADO DIVISION HIGHWAYS ' COLORADO HIGHWAY 82 202 ( LLAL G ENWOOD SPRINGS, COLORADO 81601 . . COUNTY OF PITKIN • . . • • ALL PROPERTY JOINTLY HELD WITH CITY OF ASPEN 500 EAST MAIN s-ixtEl x . RE: PARKS AND OPEN AREA • ASPEN, COLORADO $1611. . • • juyers hue Insurance ( rpora1Ion . NATIONAL HEADOUARTIIRB RICHMOND.VIRGINIA SCHEDULE A cont'd. • PARCEL A: • A PARCEL OF LAND SITUATED IN TIE SEAM CF SECTION 7, TOWNSHIP 7 SOUTH, RANGE 84 WEST OF THE SIXTH PRINCIPAL MERIDIAN, PITKIN COIINIY, CORORADO. SAID PARCEL IS MORE FULLY DESC3IBED AS FOLLOWS: • BEGINNIM AT TIE IJORIIIEAST CORNER CF LOT 18, BLOCK 21, EAST ASPEN; TIME NOORTH 75°09'11" WEST 44.10 FEET ALONG TILE NORTHERLY LINE OF LOT 18 AND 17 CF SAID BLACK 21; THENCE NORTH 36°22'00" EAST 26.46 FEET; T E1 Z NORTH 06°35'00" WEST 85.92 FEET; THENCE SCUM 50°14'11" EAST 118.32 FEET TO A POINT CU THE WESTERLY EDGE (F THE ROARING FORK RIVER; THENCE SOUTH 52°57'39" WEST 47.02 FEET ALCM THE WESTERLY EDGE CF SAID RIVER; THENCE SQTIH 49°58'47" WEST 21.71 FEET AL(I G THE WESTERLY EIRE CF SAID RIVER TO THE POINT (F BEGINNING. TD(ElER . WITH ALL CF LOTS 10, II, 12, 13, 14, 15, 16, 17, 18 (FOREERLY LOTS K, L, M, N, 0, P, Q, R, S) OF BLACK 21, OF THE EAST ASPEN ADDTTICN, TOCETEER WITH ALL (F THE ALLEY CF BLACK 21 CF THE EAST ASPEN ADDITION, TO ETHER WITH ALL CF LOTS 6, 7, 8, AND 9 (FORMERLY F, G, H, AND I) CF BLOCK 21, CF THE EAST ASPEN ADDITION EXCEPT A PORTION I ERE(F LOCATED NORTH CF THE FOLL MIND DESCRIBED LINE: BEGINNIIVG AT THE NORTHWEST CORNER CF SAID LOT 6, THENCE SQTLH 59°18'00"EAST 56.37 FEET; THENCE SQTIIi 50°14'11" EAST TO THE I IIERSECTICN WITH THE EAST SIDE LINE CF LOT 9, WHICH SLY PCI TICK OF SAID LOTS 6, 7, 8, AND 9 WERE CCNVEYED BY DEED RECORDED IN BOOK 311'AT PACE 11 OF THE PITKIN COUNTY RECORDS, TOGETHER WITH A TRACT CF LAND LYING IN MAIN Sixtr.i. 100 FEET IN WIDTH 50 FEET WIDE Q1 EACH SIDE CF A CENIERLINE DESCR BED AS FOUOWS: BEGINNING AT A POINT CN THE SOUTH LINE CF BLOCK 21 WE TEE SQJIHEAST CORNER CF TAT 18,BEARS SOUTH 75°09'11" EAST 59 FEET MIRE CR LESS; THENCE CN A 7° CURVE 10 THE RIGHT TO A POINT.CF INTERSECTION WITH THE SOUTH LINE (F MAIN STREET WHENCE THE NORDEAST CORNER (F LOT 9, BLACK 28 EAST ASPEN BEARS SOUTH 75°09'11" EAST 12 FEET, MORE CR LESS, EXCEPT THAT PORTION TEEREOF PREVIOUSLY CONVEYED TO THE CITY (F ASPEN BY DEED RECD IN BOCK 223 AT PACE 152 CF THE PTHAN COUNTY RECCORDS DESCRIBED AS A TRACT CF LAD DESCRIBED IN TIE SE 3/4 CF THE SW; CF SWUM 7, TOWNSHIP 10 SQIm, RANGE 84 WEST OF TIE SIXTH PRINCIPAL MERIDIAN, MORE PARTICUTARRY DESCRIBED AS RUMS: BEGINNING AT A POINT FROM WHICH THE NW CORNER CF BLOCK 28, CF THE EAST ASPEN ICWNSITE BEARS NORTH 75°09' VEST'A DISTANCE CF 186.3 WET; THENCE NORLH 11°39' WEST A DISTANCE CF 111.74 FEET; THENCE scum 57°09' EAST A DISTANCE CF 28.3 FEET; THENCE AROUND A CURVE TO TIE MIT WITH A(FRIRALL ANGLE CF 55°00' AND A RADIUS CF 176.18 FEET A DISTANCE CF 168.2 FEET; THENCE NORTH 75°09' WEST A DISTANCE CF 142.8 FEET, ID PLACE CF =MNflJING. PARCEL B: LOIS I, 2, 3, 4, AND S, BLOCK 21, FAST ASPEN ADDITIONAL TOWNSTIE, CXUNIY CF PITKIN, STATE CF COLORADO Schedule Page No. • 095-1.999.00402 -- , • - • .,f _ --lc'...--. • • " ■ft....,..........----------......_,.......••o'-' _ - ..-....-.. - r••••Nis • -- ' ,,.....s.....' n Planing u' • ' - i,.. ,ii4,;,,_ . • 4,-- (`7 FEB F E B 7/°I .-------74,4____,..Lr•-------0- .- ...■.- .3w ,. .:.- ,... . ,.. :-........---.........„.._.ar.z...„............ n ■ spen, CO 81511 --,.. , \* 18 -c_____0•-'''. .;...,.,--___ • 4 C A. , '..- Colorado Division of Highways '"?-- ..\ 202 Centennial Glenwood Springs, CO 81601 - _ •,„... , .,,, .0. -‹ NJ./ Z'' ' 4 FEB 8 ...c.„ I •,--..:—,F.77"---- ----- - ---2- -- -------_____,--- , ---.-, ""`"`‘, ...•-zr--"'''''‘=4,..4.7.-----------1 :-..----' a n/Pitki n Planning Office F E B 2 ; -4*'—`7'itl-•-•-••,••----_-_'•---"'''''- ..... ;:- '.:,..l.,_.:_:,-• ' t'i:, ; : “ k •■■• p cl:)• No, . Joan/ Siegel P. q. Box 1225 Asp n CO 81612 FEB 8 • = , / en/Pitkin planning Office 0 . • (c7 FEB ..-..'\'' '''''"1"` . iz..,. ........ .......:7 .7'. ....42. '":"...!:-.. 1-77........... .:41,.1.........5"..'"‘ sGalena \ 1S88 •......"4.7-4,f.•-: ,;;;,....-- --.:;-...i.ls.,...............■": ien CO 81611 refi:C r'its, N'-..—■•• \ 'r":_21-.:::)- :1.13 -.■::.-6 .—.._________I f: P.o 6 4/41.4'6%41Fr4/1/ # ._... ...._...1..::: to Ssp. 40 t.. . . . . Po, triA_, t • A:i) Patti Wakefield'io ,, . ,. • .,._ ...... , 9501 Summerhill Lane • Aspen, CO 81611 • ,I..) ', FEB 8 - -- ..........,.... _ _...... ... _. ...- -- ' ......... _ . . family urrice • \ 1981, I i33 S. Galena • , :,‘,,./ /__..igns..6-,—rf‘-..,--.- L-•:7-:, 141..ten, CO 81511 • - „,eT URNea s •••, r.,., n c .F.-,4 \-:.:.`-is-::•-' r.p --.•,:,-.--;,.:- _..... i'-' • Av.\ ililir, TO __..... moor• SENDER • filfr 1 FORWARDING ORDER EXPIRE!. Con C. Shirley and .2 ? Leigh L. Shirley 7805 Briaridge Dallas, TX 75230 Itlith i,-, •-- --.':•.c'-'t•,;r.i. ,..._°---. .—...., ,.........-•- „ • . .4 c.',E.T Uptg, I .., •- :- S iittl . Galena 0 Ifl, CO 81511 . .faAlliv..3 -•-. - \.6 i::_,.....\\ ... r‘,• 0 - - -- V ''.= '-"----' ;'.:;c:-.;- •.,. ________1:: . ,„... ,-... . • "Ik' ft- ORCIPR''' ' '4 Stephen A. Greene and EXPiRED Clark Ficke 1407 Huntington Drive • Richardson, TX 75080 • • . HudddithAddludimi •