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Home My WebLink AboutLand Use Case.39551 Hwy 82.0042.2006.ASLUQs 0* 406 7 - 39551 Hwy 82 Minor PUD Amendment-- to.KA40.2- 273511109001 0042.2006.ASLU -- P (ELI Permits 1. La J [ile [dit Becord Navigate Fgm Reports Format Iab Melp 4 w >/ -6 9 0 i 19 -3 /6 ...3 - ji| m .@ d " Imp E-]11 40 0 0 2 -31 2] 0 m ..0 ~ 9 l.3 j ~ Custom Fields faluation Parcels Actions Fees Fee Summarg Sub Eermits Conditions Routing Mistory Permit Type lasiu ~Aspen Land Use 2004 Permit #.I ~ .......... Address ~39551 HWY 82 -~ Apt/Suite ~ i City A5PEN State Ici-~ zip ~161-1-] Permit Information r- -1 ~ Master Permit Routing Queue |aslu06 Applied 107/21/2006 _] t I Project F _j Status ~pending Approved ~ ~ ~ Description MINOR PUD AMENDMENT Issued ~ Final | Submitted JH DESIGN 976720-4345 Clock |Runnind"- Days r-6- Expires ~6*1-6/2007-_] Owner 4 Last Name |~iE OF ASPEN ~ First Name ~GOLF COURSE 130 5 GALENA ST - ASPEN CO 81611 2 Phone I 1. V Owner Is Applicant? *. Applicant Last Name IdITY OF ASPEN _.j First Name <60: COURSE [130 5 GALENA ST Phone E- - | A5PEN CO 81611 Cu5t # [9095 Lender Last Name ~ -1 First Namel n.- Enter the permit description Record: 1 of 1 ~AA 1< li ~ )Â«f )fi)6,1 7~t~_i 0/DPal/Ed 712904 ~ sdnole qel'11. 6, Â· -Â©5 - 22L....uL.... _ - ~R#* 4 ,: MEMORANDUM TO: Chris Bendon, Community Development Director FROM: James Lindt, Senior Planner 4-L RE: Parks/Gol f Maintenance Facility PUD Amendment for Pump House DATE: July 24,2006 APPLICANTS: City of Aspen Golf Course LOCATION: Parks/Gol f Maintenance Facility ZONING: Public with a PUD Overlay REVIEW PROCEDURE: Insubstantial amendments to an approved PUD may be approved, approved with conditions, or denied by the Community Development Director, pursuant to Land Use Code Section 26.445.100(A), PUD Insubstantial Amendments. REQUESTS: The City of Aspen Golf Course ("Applicant") has applied to amend the site-specific development plan that was approved for the Aspen Parks/Golf Maintenance Facility pursuant to Ordinance No. 25, Series of 1997 (attached as Exhibit "C"). Specifically, the Applicant would like to construct a new pump house to service the golf course pond to replace the existing pump house that is to be removed. The pump house is proposed as a one-story structure of approximately 800 square feet and is to be located in approximately the same location as the existing pump house. Architecturally, the pump house is designed to match the adjacent City of Aspen Parks Department Office building by providing a simple cabin design that contains vertical siding much like the building containing the City Parks Department offices. ~TAFF COMMENTS: In reviewing the application, Staff believes that the review criteria for granting an insubstantial PUD amendment are satisfied by the proposal. The proposed design is consistent with the design of the other structures on the parcel and the proposal does not exceed the dimensional requirement increases that are permitted through an insubstantial PUD amendment pursuant to Land Use Code Section 26.445.100, PUD Insubstantial Amendments. The original PUD approved a total of 20,385 square feet on the site, and the proposed pump house represents an increase in the total FAR by less than 3% and no increase in the gross leasable ifloor area on the site since it is to be used solely as mechanical space and storage. Additionally, the proposed pump house is to be constructed in the same location as the existing pump house so it will not impact the available parking on the site and 1 will not be very visible from Highway 82 because of the considerable amount of landscaping that exists between the Parks Department parking lot and the highway. RECOMMENDATION: Staff believes that the proposed amendment detailed herein meets the review standards for approving an insubstantial PUD amendment pursuant to Land Use Code Section 26.445.100(A), PUD Insubstantial Amendments. APPROVAL: I hereby approve this insubstantial PUD amendment, allowing for a new 800 square foot pump house to be constructed at the Aspen Golf Course/Parks Maintenance Facility with the following conditions: 1. The Applicant shall obtain a building permit prior to commencing construction on the new pump house. 2. All exterior lighting shall comply with the City of Aspen's lighting ordinance set , forth in Land Use Code Section 26.575.150, Outdoor Lighting. 3. The pump facility shall only be used to house the pump equipment and for storage. The building shall not be used to house offices in the future unless the necessary growth management approvals and a PUD amendment are first adopted to allow for such a use. 1%~IL Date-?.'24(6. Chris Bendon, Community Development Director ACCEPTANCE: I, as a person being or representing the applicant, do hereby agree to the conditions of this approval and certify the information provided in this application is correct to the best of my knowledge. an Date 7 11Â»/06 Rich C6ulombe, City of Aspen Golf Cour4 ATTACHMENTS: Exhibit A --Review Criteria and Staff Findings Exhibit B --Application Exhibit C --Ordinance No. 25, Series of 1997 2 Exhibit A Review Criteria and Staff Findings Insubstantial PUD Amendment. 1. A change in the use or character of the development. Staff Finding: Staff does not believe the proposed amendment changes the use or character of the development in that it will simply allow for the construction of a new pump house in the location of the existing pump house. Staff also feels that the design of the pump house is architecturally compatible with the other buildings on the site. Staff finds this criterion to be met. 2. An increase by greater than three (3) percent in the overall coverage of structures on the land. Staff Finding: The proposed pump house increases the overall coverage of structures on the site by approximately 3 percent. The existing site coverage of buildings is approximately 18,000 square feet and the new pump house represents an increase of approximately 500 square feet. Staff finds this criterion to be met. 3. Any amendment that substantially increases trip generation rates ofthe proposed development, or the demand for public facilities. Staff Finding: Trip generation and demand for public infrastructure are not affected by this amendment. Staff finds this criterion not to be applicable to this request. 4. A reduction by greater than three (3) percent of the approved open space. Staff Finding: The amount of open space will not be reduced by more than 3 percent. Staff finds this criterion to be met. 5. A reduction by greater than one (1) percent of the of.T-street parking and loading space. Staff Finding: The Applicant is not requesting an amendment to the number of approved parking spaces. Staff finds this criterion not to be applicable to this request. 6. A reduction in required pavement widths or rights-of-wayfor streets and easements. Staff Finding: The Applicant is not proposing changes to adjacent right-of-way widths. Staff finds this criterion not to be applicable to this request. 7. An increase Of greater than two (2) percent in the approved gross leasablefloor area ofcommercial buildings. Staff Finding: The Applicant is not proposing to increase the gross leasable floor area of a commercial building since the new pump house is only to be used for mechanical and storage purposes. Staff finds this criterion to be met. 8. An increase by greater than one (1) percent in the approved residential density ofthe development. Staff Finding: The Applicant is not proposing a change in the approved residential density. Staff finds this criterion not to be applicable to this request. 9. Any change which is inconsistent with a condition or representation ofthe project's original approval or which requires granting afurther variation from the project's approved use or dimensional requirements. Staff Finding: Staff does not believe that the proposed amendment is inconsistent with a condition of approval or representation made in the property's original approval. The proposed amendment will allow for more sophisticated pump equipment to accommodate the new golf course pond. Additionally, Staff feels that the proposed increase in dimensional requirements is within the range allowed by the remainder of the insubstantial PUD amendment criteria. Staff finds this criterion to be met. Edi 1 /0, f ti/1 6/ jeffreyhalfertydesign Application for the City of Aspen Golf Course Minor PUD Amendment 19 July 2006 Applicant: City of Aspen Golf Course 39551 Highway 82 Aspen, CO.81611 Location: City of Aspen Golf Course 39551 Highway 82 Aspen, CO.81611 Zone District: PUB-PD The City of Aspen Golf Course is proposing a replacement structure for the existing pump house located at the City of Aspen Golf Course. Represented by: Jeffrey Halferty Design 215 South Monarch Street # 202 Aspen, CO. 81611 970.920.4535 jeffreyhalfertydesign 215 south monarch street ste 202 aspen,colorado.81611 970.920.4535 970.925.6035 City of Aspen Golf Course Parcel id # 2735 111 09 001 Legal Description Block One, Aspen Golf Course 41*APOVEST 3 OF===91%" Stage Rd 1 mvs: SA,Nk,i 4 0 2% 1. 9& 6. 6 0 ricniestake i; S Cliatfield Rd 4 Mouc:tatn View Di & 1 t O ' Sno,vvimnÂ¥ 1 - 9 . e B.trwy Ct 44 1 eer, â‚¬54& Manxin A,pen 4, creek Gelf Golf Cou rse 2 â‚¬nurme ; 9 ,Â·f * "170, 3. 03% 2 3 9 4. 5 , 4 2 E 99 4% 4 = 2 2 24 2 Pre,6 4. '0 6' ~ 0 464 9 et 7 6 rr, Cteek Rd _ 4 4 0 #1 - % W Ala#} St 0'. 8 4 * W Hopkins Ave C 2 Nâ€¢11 45 fe 6 49'r" 18Â¢rttp , Meadeet Ln Retâ€¢rw jifÂ·.1,31'.,1 Park 4 PÂ¥10 0,;e p.ah Dod,ttle C. Â©2006 NMVTEQ Â¢ 2006 1918*Quest int itypy opno Ago 202,1 1+ 98.41 â‚¬ 0.-,0Â£ 11 A-leal, py liu.nt)Â¥44 Kl *4*98 Tiettack Rd 19 419 N L 4 '11 ix ATTACHMENT 2 -LAND USE APPLICATION APPLICÂ·LVT: Name: CrE{ Cr iNS-peÂ·\ L,CtEr- 40_'â‚¬1Â£67 Location: :9 9955, ; .f-lid,4 (; 2- ,-11-pEN; C (Indicate street address, lot & block number, legal description where appropriate) Parcel ID#(REQUIRED) 4- 2-77 9 i / 1 09 e e,i L_67- rbily 6 86 P ec,4115<- REPRESENTATIVE: Name: .Evr-CiÂ»-1 -1-| ACTa:Â©p1 TbER,id- 6.1 M... Address: 97:E 2 0-2. Lit<.5 â‚¬gli'3Â»t hflah/991(1-t Â» Phone #: L-'C j U -"Â· 217 C, Li 9%, 1 PROJECT: Name: 7-ME 1-40'36- Orry C/2 25-728-4 , A (.LE (c A-Atier- . Address: 314>51 14019 9/2.- Ailekl) , Coic,Le:to~6 i Phone #: CONTilciT- : E-Â·ilt-+ *" C. Oc-,i C-pu/) 7.141 26, /1 TYPE OF APPLICATION: (please check all that apply): Conditional Use U Conceptual PUD U Conceptual Historic Devt, Special Review g Final PUD (& PUD Amendment) E Final Historic Development Design Review Appeal U Conceptual SPA U Minor Historic Devt. GMQS Allotment C Final SPA (& SPA Amendment) U Historic Demolition GMQS Exemption U Subdivision O Historic Designation ESA - 8040 Greenline, Stream U Subdivision Exemption (includes U Small Lodge Conversion/ Margin, Hallam Lake Bluff, condominiumization) Expansion Mountain View Plane O Lot Split E Temporary Use U Other: U Lot Line Adjustment 2 Text/Map Amendment EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals. etc.) EX.1 171 k{ 6 31, #1.-VP 6-; SE PROPOSAL: (description ofproposed buildings, uses, modifications, etc.) t,~ 13*AÂ» Cl C J 74* i iliP f-hu J E- Have you attached the follo~'ing? FEES DUE: $ 2 Pre-Application Conference Summary 2 Attachment #1, Signed Fee Agreement 2 Response to Attachment #3, Dimensional Requirements Form E Response to Attachment #4, Submittal Requirements- Including Written Responses to Review Standards All plans that are larger than 8.5" x 11" must be folded and a floppy disk with an electronic copy of all written text glicrosoft Word Format) must be submitted as part ofthe application. mmuuum L *A ATTACHMENT 3 DIMENSIONALREQUIREMENTS FORM -- Project: C' ETc< 07 'ft<Lbtr-,4 < 6- cidÂ®[-- fc:-{ HZ..SG- '-p.( Flt,7 t~.Â·S l~~ ~6/ Applicant: CET-1 0:f~ Â£1093>e=ll Location: 12(1 951 1 1--116.-, i 1 L, / 14 '1 452.-- AfC?i:%4 , f.-C= ~ 400ne District: ASPE:Al ,54 1, 'UE== ZE-u\1 99 Lot Size: Lot Area: (for the purposes of calculating Floor Area, Lot Area may be reduced for areas within the high water mark, easements, and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Existing: Proposed: Number of residential units: Existing Proposed: Number ofbedrooms: Existing.Â· Proposed: Proposed % o f demolition (Historic properties only): DIMENSIONS: /2,1..., 91 Floor Area: Existing: 606â‚¬> Allowable: /4 C A- proposed: 206 41 Principal bldg. height: Existing. Allowable. Proposed: Access. bldi. height: Existing.Â· Allowable: Proposed: -h~[7 On-Site parking: Existing: 43 Required: N 1 47 proposed: 63) -' % Site coverage: Existing: Required: Proposed: % Open Space: Existing: Required: Proposed: Front Setback: Existing: Required: Proposed: Rear Setback: Existing: Required: Proposed: Combined Plk. Existing: Required: Proposed: Side Setback: Existing: Required: Proposed: Side Setback: Existing.Â· Required: Proposed: Combined Sides: Existing: Required: Proposed: Distance Between Existing Required: Proposed: Buildings Existing non-confonnities or encroachments: NO NG=-- Variations requested: A-(CM-f tg~ jeffre yh alfertyde sig n Responses to the Land Use Code 26.445.100 Amendment of PUD development order. A. PUD Insubstantiai Amendments. An insubstantial amendment to an approved development order for a final development plan may be authorized by the Community Development Director. The following shall not be considered an insubstantial amendment: 1. A change in the use or character of the development. The proposed Pump House project does not change the use or character of the development. 2. An increase by greater than three (3) percent in the overall coverage of structures on the land. The proposed Pump House project does not increase the overall coverage of the structures on the land. 3. Any amendment that substantially increases trip generation rates of the proposed development, or the demand for public facilities. The proposed Pump House project does not increase trip generation rates of the proposed development or the demand for public facilities. 4. A reduction by greater than three (3) percent of the approved open space, The proposed Pump House does not reduce the approved open space. 5. A reduction by greater than one (1) percent of the off-street parking and loading space. The proposed Pump House project does not reduce or affect any off street parking and loading spaces. 6. A reduction in required pavement widths or rights-of-way for streets and easements. N/A 7. An increase of greater than two (2) percent in the approved gross leasable floor area of commercjal buildings. N/A 8. An increase by greater than one (1) percent in the approved residential density of the development. N/A jeffreyh alfertydesig n 9. Any change which is inconsistent with a condition or representation of the project's original approval or which requires granting a variation from the project's approved use or dimensional requirements. The proposed Pump House is keeping with the original application and does not require a grant in variation from the projects approved use and dimensional requirements. 0 k I lail 'r q ORDINANCE N0.25 (SERIES OF 1997) AN ORDINANCE OF THE ASPEN CITY COUNCIL GRANTING REZONING FROM PARK-PLANNED UNIT DEVELOPMENT (P-PUD) TO PUBLIC-PLANNED UNIT DEVELOPMENT (PUB-PUD), FINAL PLANNED UNIT DEVELOPMENT APPROVAL, AN EXEMPTION FROM THE GROWTH MANAGEMENT COMPETITION AND SCORING PROCEDURES FOR AN EXPANSION OF AN ESSENTIAL PUBLIC FACILITY AND DEVELOPMENT OF ONE AFFORDABLE HOUSING UNIT, AND APPROVAL OF THE METHOD IN WHICH AFFORDABLE HOUSING IS TO BE PROVIDED, FOR THE PARKS/GOLF MAINTENANCE BUILDING, 585 CEMETERY LANE, CITY OF ASPEN, PITKIN COUNTY, COLORADO WHEREAS, The City of Aspen Parks Department (applicant) submitted an application (development proposal) to the Community Development Department for the development of approximately 14,660 additional square feet for City offices, the storage and maintenance of City equipment, and an on-site employee dwelling unit at the Parks Department offices, 585 Cemetery Lane; and, WIIEREAS, the applicant has requested a rezoning of a 4.654 acre portion ofthe parcel, as described in Exhibit A, from P-PUD (Park-Planned Unit Development) to PUB-PUD (Public- Planned Unit Development) in conjunction with an application for Final Planned Unit Development approval, Conditional Use approval, Special Review approval to establish the parldng requirements, an exemption from the competition and scoring procedures of the Growth Management Quota System, approval of the method in which the affordable housing is to be provided, and a waiver from the "Residential Design Standards"; and, WHEREAS, the Planning Department, the Housing Authority, the City Engineer, the Fire Marshal, the Environmental Health Department, and the Aspen Consolidated Sanitation District reviewed the development proposal in accordance with all applicable procedure and review criteria set forth in Sections 26.28,26.32, 26.52,26.56,26.58,26.64,26.84, 26.92, 26.100, and 26.102 of the Municipal Code; and, WHEREAS, 1he Growth Management Commission conducted a public hearing on July 15, 1997, in accordance with Section 26.52 of the Municipal Code, reviewed and considered the Ordinance No. 25, Series 1997 Page 1 development proposal in accordance with those procedures set forth in Sections 26.52, 26.100, and 26.102 ofthe Municipal Code, and made a recommendation to the City Council in accordance with Sections 26.100, and 26.102 ofthe Municipal Code; and WHEREAS, the Planning and Zoning Commission conducted a public hearing on July 15 1997, in accordance with Section 26.52 ofthe Municipal Code, reviewed the development proposal in accordance with all applicable procedures and review criteria set forth in Sections 26.28,26.32, 26.52,26.58,26.64,26.84, and 26.92 of the Municipal Code, approved, with conditions, the Amendment to the Official Zone District Map, Final Planned Unit Development, Special Review, Conditional Use, and "Residential Design Standards" waiver and recommended to Council approval of the Amendment to the Official Zone District Map and Final Planned Unit Development approval, with conditions; and, WHEREAS, the Aspen City Council reviewed and considered the development proposal under the applicable provisions of the Municipal Code as identified in Sections 26.28,26.52,26.84, 26.92,26.100, and 26.102 of the Municipal Code, reviewed and considered those recommendations and approvals as granted by the Growth Management Commission, the Planning and Zoning Commission, and the Housing Authority, and has taken and considered public comment at a public hearing held July 28,1997; and, WHEREAS, the City Council finds that the development proposal meets or exceeds all applicable development standards and that the approval of the development proposal, with conditions, is consistent with the goals and elements of the Aspen Area Community Plan; and WHEREAS, the City Council finds that this Ordinance furthers and is necessary for public health, safety, and welfare purposes. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO as follows: Section 1: That it does hereby grant an amendment to the Official Zone District Map for the portion of the subject parcel, as described in Exhibit A, from P-PUD (Park-Planned Unit Development) to PUB- Ordinance No. 25, Series 1997 Page 2 PUD (Public-Planned Unit Development). The area remains part of the Golf Course parcel and is not a separate lot. Section 2: The Official Zone District Map for this City ofAspen, Colorado, shall be and is hereby amended to reflect the amendment as set forth in Section 1 above. Sidivill: Pursuant to Sections 26.28,26.52,26.84,26.92,26.100, and 26.102, and subject to those conditions of approval as specified hereinafter, the City Council hereby grants approval for an amendment to the Official Zone District Map, Final Planned Unit Development approval, exemption from the Growth Management Quota System scoring and competition procedure for essential public facilities and affordable housing, and approval of the method of providing affordable housing, with the following conditions: 1. The application is approved for the development of an additional 14,660 square feet, bringing the total to approximately 20,385 gross square feet for the site. Included in this addition is approximately 1,116 square feet of office space, an approximately 12,944 square foot storage and maintenance building, and a 600 square foot Category 2 dwelling unit. Because the maintenance facility and affordable housing uses are conditional, any expansion to the conditional uses shall be subject to all applicable Municipal Code Sections, as amended. The site shall be landscaped consistent with the submitted landscape plan unless a subsequent plan is submitted and approved. 2. The City Council hereby grants an exemption from the scoring and competition procedures of the growth management quota system for the development of essential public facilities and one (1) affordable housing unit. The housing unit is deducted from the annual pool of development allotments. 3. The City Council hereby amends this portion of the Official Zone District Map from Park (P) to Public (PUB). The area remains part of the Golf Course parcel and is not a separate lot. 4. The dimensional requirements ofthis portion ofthe parcel zoned Public shall be: Minimum distance between buildings: No requirement. Maximum height (including viewplanes): As represented in application Minimum front yard: 25 feet. Minimum rear yard: 20 feet, 10 feet for residential. Ordinance No. 25, Series 1997 Page 3 Minimum side yard: 10feet. Minimum lot width: No requirement. Mininnum lot area: No requirement. Trash access area: 10 feet wide, unobstructed. Internal floor area ratio: No requirement. 5. Prior to issuance of a building permit, the applicant shall record a plat amendment in accordance with the City Engineer. The plat shall delineate all site improvements, boundaries of the Public zone district for the property, utility locations and easements, and the employee dwelling unit and associated parking space. The plat shall include the following language in the Notes section: "Thisplat is intended to delineate the zone district boundaries and the proposed improvements and amendments to the Parks and Golf Maintenance facility. This plat does not create a separate lot of record " The applicant is strongly encouraged to work with the City Engineer in drafting the final plat. 6. Before issuance of a building permit, the applicant shall file a sidewalk curb and gutter agreement with the City Engineering Department. The applicant shall maintain at least five (5) feet along street frontages clear of any obstructions. The applicant is encouraged to pave the existing dirt path joining the bike path and the bus shelter on Highway 82. 7. Before issuance of a building permit, the applicant shall record a Category 2 deed restriction on the employee residential unit with the Housing Authority. The remaining .5936 employees shall be mitigated off-site at Water Place Housing. The City Manager shall document the number of units, bedrooms, and deed restriction at Water Place Housing with the Housing Authority for the purpose of establishing an "employee mitigation bank" for City projects requiring employee mitigation. 8. Prior to issuance of a building permit, the applicant shall complete a line extension request and a collection system agreement withthe Aspen Consolidated Sanitation District. Any easement required by the ACSD shall be dedicated and delineated on the final plat. The final drainage plan shall be approved by the City Engineer. 9. All on-site drainage, surface run-off, and groundwater are prohibited from the public sewer. Oil and sand interceptors shall be installed for the wash bays and must be covered with a roof structure if they are served by the public sewer. All pesticides and fertilizers shall be stored, used, disposed of, and prevented from entering the ground water, surface water, or the public sewer in an appropriate manor acceptable to the Environmental Health Department, the City Fire Marshall, and the Aspen Consolidated Sanitation District. 10. Prior to issuance of a building permit, the applicant shall submit an air quality mitigation plan subject to the approval of the Environmental Health Department. All air quality mitigation measures shall be implemented prior to issuance of a certificate of occupancy. Ordinance No. 25, Series 1997 Page 4 11. Prior to issuance of a building permit, the applicant shall submit a fugitive dust control plan including, but not limited to, fencing, watering of haul roads and disturbed areas, daily cleaning of adjacent paved roads, speed limits, and other measures necessary to limit dust. 12. Any asbestos abatement measures necessary shall be performed by a certified asbestos removal firm. 13. Any areas on-site where a vehicle or equipment will idle must have adequate ventilation. If the ventilation is internal, the system must be designed by a Registered Professional Engineer. 14. The applicant shall manage and conduct activities on site in such a manner as not to create a nuisance, or allow noise levels in excess of those permitted levels as set forth in the Municipal Code. 15. Prior to issuance ofabuilding permit, the applicant shall obtain approval from the City Fire Marshall for specific requirements associated with the storage of hazardous materials, sprinkling, and alarm systems. 16. Lighting shall be primarily in the interior courtyard area of the facility with limited lighting in all other areas, especially on the north and west sides of the facility. Lighting shall be downcast. 17. The applicant shall review the use and any physical alterations to the existing irrigation ditch with the City Water Department. Section 4: All material representations and commitments made by the applicant pursuant to the development proposal approvals as herein awarded, whether in public hearing or documentation presented before the Growth Management Commission, Planning and Zoning Commission, and or City Council, are hereby incorporated in such plan development approvals and the same shall be complied with as if fully set forth herein, unless amended by other specific conditions. Section 5: This Ordinance shall not affect any existing litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior ordinances. Ordinance No. 25, Series 1997 Page 5 Section 6: If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereoÂ£ Sectien-1 That the City Clerk is directed, upon the adoption of this ordinance, to record a copy of this ordinance in the office of the Pitkin County Clerk and Recorder. Section 8: A public hearing on the Ordinance shall be held on the 28th day of July, 1997 at 5:00 in the City Council Chambers, Aspen City Hall, Aspen Colorado, fifteen (15) days prior to which hearing a public notice of the same shall be published in a newspaper of general circulation within the City of Aspen. Ordinance No. 25, Series 1997 Page 6 . INTRODUCED, READ AND ORDERED PUBLISHED as provided by law, by the City Council ofthe City ofAspen on the 14th day of July, 1997. Approved as to form: . Approved as to content: %1 8Â»-A- City Attorney John Bennett, Mayor Attest: ly 3 4-4-QZ Kathryn St~och, City Clerk FINALLY, adopted, passed and approved this,02% day of (~-4.t , 1997. Approved as to form: ApI,~ved as to content Ct..1.2 Ati#:Â»- City Attorney John Bennett, Mayor Attest: *EÂ»0 42Â«- Kathlyn SCKoch, City Clerk Attachment: Exhibit A -- legal description of area to be rezoned. Ordinance No. 25, Series 1997 Page 7 jeffreyh alfertyde sig n Application for the City of Aspen Golf Course Minor PUD Amendment 19 July 2006 Applicant: City of Aspen Golf Course 39551 Highway 82 Aspen, CO.81611 Location: City of Aspen Golf Course 39551 Highway 82 Aspen, CO.81611 Zone District: PUB-PD The City of Aspen Golf Course is proposing a replacement structure for the existing pump house located at the City of Aspen Golf Course. Represented by: Jeffrey Halferty Design 215 South Monarch Street # 202 Aspen, CO. 81611 970.920.4535 jeffre yh alfe rtyde sig n 215 south monarch street ste 202 aspen,colorado.81611 970.920.4535 970.925.6035 City of Aspen Golf Course Parcel id # 2735 111 09 001 Legal Description Block One, Aspen Golf Course Â¢ MAPUVEST 2 1 1300rn *900ft Stage Rd 13 $ 4 .6 -47 4 9 4 4444 e 2 + 4404)4 $ 0 9. 2 40*.94 9 2 * 42%4 b 9. 444 Nounlain Vwwor & Chatfield Rd Gy .9. 9 9 Snowbunny Ln e Bunny Ct 62 94 9 *mon A*pen 4 9 fq Creak Goff tour. P Gov 044 Courme i *f - + 0 4. 40 4 m S d 511-/04 2 24 3 2 Aft" 0 4 22 44*4$ 11 1),4 0/ ' g 2 % ,~pen Creek Rd 2 14 14' |~441,4 St Ck .2 Vt 1 9904 4/ Hopkins Ave 2 3 2 0 6 - 9 4 Asp,m 4.90:1 S Meadow Ln Rotary V..#cy r.1V Park t Ho#..t:,1 Ainv:,s': Pal>' Dowdye Of 04 Â© 2606 MapQuest, inc Â©2006 Ny,VTEQ Pks *0214*#1 M 4*094>4 10 uÂ®â€ž4Â¥ 141 w.opâ€¢â€¢A 5 429 N kQ 1*Ad hehack Rd /-m 7 ATTACHMENT 2-LAND USE APPLICATION APPLICANT: Name: 074 of /45-3:â‚¬,4 4, cÂ·c--y ral(15.6- Location: , 13 pri â‚¬ s i f 1-fu w 9 7- 8< PfN r L (Indicate street address, lot & block number. legal description where appropriate) Parcel ID # (REQUIRED) 4- 2.-77 â‚¬ i i 1 09 e - 4 6.7;1- th.1,9 6 BLE REPRESENTATIVE: Name: . 1 i*er oe~ i -1-'ACTE:i{Â» i ~Â»VEâ‚¬M- ill J Address: 24% Scirri-i hÂ».1612 +t Â·9- <Ove 727 - Phone #: C.2-30 - 97-6 40% PROJECT: Name: 31-44* Hpule fircul. dE- A-<.7014 , (4 ely Â«97-ye- Address: ~3955 i 14,1-9 432.- AST:eki . c Cie,c .iÂ«Â· Phone #: CONTAQ i I E-~ L Â¥-1- C. e t__i L 94.-24 7.1 41 2-G 1 1 TYPE OF APPLICATION: (please check all that apply): Conditional Use U Conceptual PUD U Conceptual Historic Devt Special Review E Final PUD (& PUD Amendment) U Final Historic Development Design Review Appeal C Conceptual SPA U Minor Historic Devt. GMQS Allotment U Final SPA (& SPA Amendment) C Historic Demolition GMQS Exemption C Subdivision E Historic Designation ESA - 8040 Greenline, Stream E Subdivision Exemption (includes 2 Small Lodge Conversion/ Margin, Hallam Lake Bluff, condominiumization) Expansion Mountain View Plane 8 Lot Split U Temporary Use U Other: C Lot Line Adjustment E Text/Map Amendment EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.) EX.(ET, A-1 61 1-A.j Â·,liD Hz; le- PROPOSAL: (description of proposed buildings, uses, modifications, etc.) ~ T ijjÂ·jfÂ¥Tl A-lf, - PL.1 1-17* tlyulk- Have you attached the following? FEES DUE: $ E Pre-Application Conference Summary E Attachment #1, Signed Fee Agreement E Response to Attachment #3, Dimensional Requirements Form 2 Response to Attachment #4, Submittal Requirements- Including Written Responses to Review Standards All plans that are larger than 8.5" x 11" must be fojded and a floppy disk with an elect:.cnic copy of all written text Â¢Microsoft Word Format) must be submitted r part of the application. 00 0 El El [3 ATTACHMENT 3 DIMENSIONAL REQUIREMENTS FORM h Â· i Project: C El--1' 63==- Â·/4-â‚¬Pt?-6-l , 41.,det- r-c:ji..(IE.SWF~- '11(ifilr r--120 i CZE , ~1 Applicant: 6--t'T'( (Ji~ Ffil-bell ,- Location. Re-:i 64 i 1-416-,1 -~L) *21(,t Â¢.*-2 -- 0-<33â‚¬1\4 , (-6 2;4Zone District: f\â‚¬IZEU di_,I, *L-*=- 22 60 82- Lot Size: Lot Area: (for the purposes of calculating Floor Area, Lot Area may be reduced for areas within the high water mark, easements, and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Existing: Proposed: Number o f residential units: Existing Proposed: Number of bedrooms: Existing: Proposed: Proposed % of demolition (Historic properties only): DtMENSIONS: Floor Area: Existing: 225 Allowable: N ~A- Proposed: Q06 41 Principal bldg. height: Existing. Allowable: Proposed: Access. bldg. height: Existing. Allowable: Proposed: --~On-Site parking: Existing: 43 Required: N ~ A- proposed: 55 % Site coverage: Existing. Required: Proposed: % Open Space: Existing,Â· Required: Proposed: Front Setback: Existing: Required: Proposed: Rear Setback: Existing.Â· Required. Proposed: Combined F/R: Existing. Required: Proposed: Side Setback: Existing: Required: Proposed: Side Setback: Existing.Â· Required: Proposed: Combined Sides: Existing. Required: Proposed: Distance Between Existing Required: Proposed: Buildings Existing non-conformities or encroachments: A-(Ob-(Â·(~ Variations requested: MON..lf:37 0 jeffre yh alfe rtyde sig n Responses to the Land Use Code 26.445.100 Amendment of PUD development order. A. PUD Insubstantial Amendments. An insubstantial amendment to an approved development order for a final development plan may be authorized by the Community Development Director. The following shall not be considered an insubstantial amendment: 1. A change in the use or character of the development. The proposed Pump House project does not change the use or character of the development. 2. An increase by greater than three (3) percent in the overall coverage of structures on the land. The proposed Pump House project does not increase the overall coverage of the structures on the land. 3. Any amendment that substantially increases trip generation rates of the proposed development, or the demand for public facilities. The proposed Pump House project does not increase trip generation rates of the proposed development or the demand for public facilities. 4. A reduction by greater than three (3) percent of the approved open space. The proposed Pump House does not reduce the approved open space. 5. A reduction by greater than one (1) percent of the off-street parking and loading space. The proposed Pump House project does not reduce or affect any off street parking and loading spaces. 6. A reduction in required pavement widths or rights-of-way for streets and easements. N/A 7. An increase of greater than two (2) percent in the approved gross leasable floor area of commercial buildings. N/A 8. An increase by greater than one (1) percent in the approved residential density of the development. N/A jeffreyhalfertydesign 9. Any change which is inconsistent with a condition or representation of the project's original approval or which requires granting a variation from the project's approved use or dimensional requirements. The proposed Pump House is keeping with the original application and does not require a grant in variation from the projects approved use and dimensional requirements. jeffreyhalfe rtydesign 215 S Monarch St. suite 202 Aspen, Colorado 81611 (970) 920-4535 (970) 925-6035 Fax TRANSMITTAL DATE: 07.21.06 TO: James Lindt City of Aspen 130 S.Galena Street Aspen, CO.81611 FROM: Susanne Lovell RE: City of Aspen Golf Course Pump House COMMENTS: James, Here are the plans, structurals and the application for the Minor PUD Amendment. Thanks. Yours Truly, JH Design 130 S. Galena St. Aspen CO 81611 Aspen Community (970) 920-5090 (970) 920-5439, fax Development Department mX To: Rich Coulombe From: James Lindt Fax: 920-5720 Pages: Phone: Date: 7/24/06 Re: Decision Notice for Pump House CC: El Urgent U For Review El Please Comment U Please Reply C] Please Recycle â€¢ Comments: Hi Rich, Please find attached the decision notice for the pump house. Please sign page 2 of the decision notice and fax it back to me for our casefile. Our fax is 920-5439. Thanks, James . jeffrey halferty design 215 & Monarch Ste 202 aspe!60 0.81011 070.920.4686 070.928.8035 FAX Issue: 0-19-2008 Mtpur *410% 9=r ---27 -ANJ - O 00 \\ \ 0 0 = 00093 . 4 Engineer of Record: Mhite Horse Consultants 2Â»zEI4 - 448 Mesa Verda Ave. Carbondale,CO. 81623 Rio.-104.lgo-7 11 1 PROJECT DESCRIPTION SHEET OVR G4 Â® 2003 THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF J.H. DESIGN P.C. NO PART OF THIS INFORMADON MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF JH DESIGN - - 111'aâ€žpigccE NATcH LINE l 1404 Â·3 54 " 5fy.UCE j 3*7 C MOBÂ·6 . - '41 710~ ~ L ~j 7~6,1 <-/ ~ /&4--I)/5 0-> .*Â»+26 I. 7109\ lit / ~ , ch,1 2./ 4:f ' ' '' --4----- e 0 1:. - 1 5 TH TEE -tgs<./**/000K70.2 . , 4 %* * - 'A%*. -: 1 em" -, 1- 76" . . Â· . ..4 , -. (WH/TE) lw=7 *tge ./ 0 1 1 .10 -. . . . *44% :.:1 r 4 . N . 4 7106Â·0 . .......t..... 710Â·1 , 0' 7108.l Â· r YOKIP r . 11".0 i E. .. , U . . I . f........ . . ..... 2 -7 4.: p Â·, 1 i M .. . -f IM,7*Â·07 4<- .. --/A -C / I . 4 . d 4 .' , - lkâ€ž2 â€ž / ..:.Ke . ., , , r 4464 4 MI 2.4- ~ e . -7... . , j.... f.. . ..Â»V.1 j , 4 .. . 2 I ... .3 14 . .0 . , ::3 1 . , ..: 9 6/79 + f . . ' '. 1 . .. 1 /7105 1 . . . -.. K..--94011 ., FON D -Ill.* 7- Pro9. G Â· 7908.0 - 52 .. + llc . , .. ..ilme ....4. :.. 4 .. 0 I . . .. 8 " I m . i . ... I . . 4 .. 2, Â· . , ~ 0 6012,4.-i=IR , K-* AREA*f*tr. 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I . 9 '. , -27-RE 71 lfÂ· 7 - ' 79(4.2 . .-Ll --- P 44- t ,0. - - --- ' ' *'' '~ ~~445/25,â‚¬Ur/EL /540 Z IM-- --- . 1 --4 1 -- U -- N 640 35' W 2038 71(01 14-10Â·9 - - I --, 9 --V i -------.------- , 15-6 -- /- l . 71/1-2- - .,- - litie /44/ 6 71/6.2, i . 44.- 0% .Â· - fGAN WIRE '~ All6*Â¥r FOLE i C.=--------- ,. R.= 1005' 07RAFF/c ack . //- 0170prip' j.turr - COTTONWOOD ') - 46 0 4 13.0 7?16, t - -Â· Â·:ilt->fÂ»-2..4* . 71~i . ~~ = - SCROD *01 #81 3/ / j 5-5 -V\JJ 14.1, . ..Â·,I."4' 71132 -7..#Â· r 79/9.9 7. ,> Cote. HEAPWALL . , I. MI -r--C~.1...I--rel- ) . 0 7/2.8 -2 .- \ 3.<APUS 67Â¤P FAD -~< . .:~ ---~o10 7 GY-- 79{4'5 - -71/5..7 71/3Â·0 - &64 -(64 ./ / . 1 - #0- - 74(4Â·3 74 / 1.0 --- - fAVEMENT 2 7917.0 . -Mve/4000 --IS-0-~0~ 7918Â·6 - 570.4<- / 0- 74/6Â·4 - .............. ..t.......:.................1..:..7Â¥lo.l....................:...'............t. . MI GH WAr Â· 71 !7Â· 2" r -........ .... t . --0/k- 74/9.1.-- . :...:...... --2Â»- ------/.'....,1.L:ilii;lil; 11' =20' -KE--1-::/liWI.L' SHEET Z Of 3 NOTICE According to Colorado law you must commence any legal action Alpine Surveys, Inc. Surveyed 5Â·23 Â¢ 6Â·12,'86 5.14. Revisions 7Â·30Â·89 ID.12. Title 7Of>06~FMY MAT Job No edo - 6+ based upon any detect in this survey Within 5 years after you lirst discover Drafted Ce Â· 23 Â· 0* DR Â· 4 Â· 25.97 Ur PATE Client CITY or ADFEN such defect In noevent may any action based uponanydefect in this survey be commenced more than ten years from the date of the cen,fication shown Post Office Box 1730 hereon Aspen, Colorado 81612 303 925 2688 TELEDYNE POST N65603 r \ EXISTING CONDITIONS MAP - 40/0 ASPEN PARKES AND GOLF 40/03 U/N g 1 11 0 0/ 0/ 0 15 30 60 r = 30' BASIS OF BEARING = map drawn for parking space location and is not to represent boundary location. 6 f f 1 , f , 1 -40 DESCRIPTION 4/0 .'I , LUUWI 1 / GOLF COURSE PARKING AREA a)\00 -1 Eng i \ \ \ 9\02 ESDI i i ESDI , XMMX i ----4 , 0=7131 , , i , ,Â·A CD 1 '.'VA f 332 t. 1 1 7/0 01 1 9/0 Legend i. ; _L~ 1 i â€¢ 4/0 i l Â® INDICATES FOUND MONUMENT AS DESCRIBED , 1 %/0 / I. / / 11 1 0 E INDICATES MONUMENT LS 33645 ,. ; B \ p & \ IFE- U i p Lmal-3- ,aw " // A*09. I ....Ink j \ / 2 / If \ 2 / l Notes i ' , i 4 03 i.5. --- , I I - t / f i P... 1,/0 1 1 / i 1 ./ \~ 214 11 .Cft. - UNLESS OTHERWISE SPECIFIED, ALL UTILITY EASEMENTS, AS WELL AS ALL PUBLIC AND PRIVATE 11 Z RIGHTS OF WAY ARE DEDICATED TO THE PERPETUAL USE OF ALL UTILITY COMPANIES FOR THE ' ~ ~~ -- PURPOSE OF INSTALLING, CONSTRUCTING, REPLACING, REPAIRING AND MAINTAINING 2 ~ UNDERGROUND UTILITIES AND DRAINAGE FACILITIES, INCLUDING BUT NOT LIMITED TO WATER, ELECTRIC, GAS, TELEPHONE AND TELEVISION LINES, TOGETHER WITH THE RIGHT OF INGRESS AND fyi O EGRESS FOR SUCH INSTALLATION, CONSTRUCTION, REPLACEMENT, REPAIR AND MAINTENANCE AS 1 -\\ gs WELL AS THE RIGHT TO TRIM INTERFERING TREES AND BRUSH. IN NO EVENT SHALL THE UTILITY i ~ + COMPANIES EXERCISE THE RIGHTS HEREIN GRANTED AS SO TO INTERFERE WITH THE USE OF THE ENJOY THE GRANT HEREBY MADE. 0 1 i \ RIGHT OF WAY FOR ROADWAY PURPOSES EXCEPT TO THE EXTENT REASONABLY NECESSARY TO J 0 2 i i \ 1 i I 1 SURVEYOR'S CERTIFICATE 3- '' L=211.31' -, CONDITIONS MAP PERFORMED UNDER MY SUPERVISION ON MARCH 8,2006 OF THE ABOVE R=1005.00 I, STEVEN A. YELTON, HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS AN EXISTING DESCRIBED PARCEL OF LAND. c '52 16.31 ~ACA-4..4* :40 O.4 7 4 -9 ~3 7 33645 9)~ n *.... ...At J? STEVEN A. YELTON PLS. # 33645 DATE: 11.), Db NOTICE: According to Colorado law you must commence any legal action based upon HIRED GUN SURVEYING LTD. DATE SURVEYED: 5-15-06 DATA FILE NAME: 0510182 any defect in this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more P.O. BOX 9 DATE DRAFTED: 5-15-06 than ten years from the date of the certification shown hereon. DRAWN BY: -TY SNOWMASS, COLORADO 81654 REVISED: (970)923-2794 -J zo/,z 44~ jeffrey halferty design aspen,co. 81611 970 . 920 . 4535 970 . 925 . 6035 ASPEN GOLF CLUB PUMP HOUSE STRUCTURE -- - ASPEN, COLORADO WINDOW SCHEDULE 0 MANUFACTURER r TYPE WIDTH HEIGH1 NOTES 1 T.B. D D.HUNG 3 '0" 1 T. B.D D.HUNG 3'0" 4'0" WOOD FRAME, ELEVATION WRET 1 T.B.D D.HUNG 3 '0" 4'0" METAL CLAD, WINDOWS METAL Issue: T. B.D D.HUNG I 30" 4/0" LOW -E GLAZING KIESH PROTECTION 6-1.q=2006 1 T.B.D D.HUNG 1 3'0" 4'0" DOOR SCHEDULE o AT.B.D LEI 3'0" 7. Â·,1 1 : '6 PANEL STEEL A T.B.D RH 3'0" ~70" 1 HR FIRE RATED 11 11 1/ 1 1/ 1 INTAKE / INTAKE ,*= plpw 1 1 PIPÂ« 1 1 POND SIDE POND SIDE DISCHARGE 1 1 DISCHARGE I DOGLEG- 1 1 1 ; DOGLEG,----1 1 1 1 40'-0" 1 1 40'-0. ' 24'-5" || 1 :1 1 10 11 1 G li -. 4 7~77777777777777 77777 7-7777////////////0//////////l///////////////l7 -1- \1 -1-17 f-,1-11- n 71 T n I I N Ill_1 1.1.1-LI Ll ill U .1-Il u -LI-1-LL U 111 LI L/1 l.-1 -1_t_LL.L l_ill-Â£ 1_1 1_l_L U l_11 LL 1-1 11_11_1 312_Lt_11_11Â¢11-11/1 1-1/ 1 1 M NE---------------- 1- 1 t.t b 1 /5 18'-11" TO CENTER ' ~ 1 1 1 1 155 1 '' , r- ILlc) 1 KEY PLAN L W[3 1 1 0 1 1 WHITE HORSE CONSULTANTS, LTD. 9 0 . --1- r777 7-77 /77/ 7-77 77-77 | 1 55 | ~ CONTROL ~~~---7--2-1~ . / +LLÂ· /g | | | ~ .2-Â£.2 /.44.-/ L.Z.2 4-44.L 1 1 55 Engineer of Record 0 51 1 41- -- -/T 9 IL -M_ - -C*INÂ·ET-~ 1 1.YRUMPâ‚¬' I' 51 ' - ~~~ ~ L____ 1--1 1 >WET 11 -00 o ./1 1 ./ 498 MESA VERDE AVE. ' : i I Â· 1 1 // I r. ~ gj ~Wâ‚¬i~j 1 55 i ~WEN~ I g 21 b CARBONDALE, CO 81623 b 1 5 CN 01 // I 1 // 970-704-1907 1 L -------2 ~~/ 7-77 /77 /777 /3 4 // 1 1 1 1 551 1/ b _3-t-Pt*-7-1Â£IJ // 1 7'-4" 1 ' 1 0 - 51 1 // 1 1 65 6' DIAMETER- STEEL FERTIGATION TANKS SKID PAD 1 K. // I 1 9/ /\% 1 2/ 1 1 1 8 4 6 x \ * 47\TI--11-1-1-1-71--ITI--rn,111,1,11111/11111,111,11,11-17~j-7-11111,1,111111,11,11#1111,11,11,111111, , h / h 1-1 \1- 1-1 1_1 11_1 L.1 11-1 U LI.L 1.-1 1_1 11_1 1--1 1-1- L U Â£1 1 L-_1 1.-1 11.-L L I _LI_L LI LI L LL 1-1 11_1 1 111111111111111 1 1 1 11111tlittli- ~ 0 ltv TEEL DOORS ~ NORTH 0 PROJECT ASPEN GOLF CLUB A-5.1 PUMP HOUSE 10'-6" 11'-0" 11'-6" 7'-0" DESCRIPTION 40'-0" PLANS rn FLOOR PLAN - NORTH n FOUEDITION PLAN ~ NORTH SHEET ~ SCALE: 1/4" = 1'-0" A-2.1 ~ SCALE: 1/4" = 1'-0" @2005 JEFFREY HALFERTY DESIGN DE .,AnON AND 2. ITENT 0,TAÂ»ED ON nÂ¢15 DOCUMENT IS M FROPEmY oF WH :-77299;& &=a-..'::::A THE -011 miSICN LAW STATUTORY tER -EL INCLUOING \\\\\ jeffrey halferty design aspen,co. 81611 970 . 920 . 4535 970 . 925 . 6035 L BARAMETRIC LOUVERS TIED INTO ASPEN GOLF CLL STEEL MESH /1 THE EXHAUST FAN SYSTEM PROTECTION l PUMP HOUSE STRUCTUE -% 1111. 9 1 1 - ASPEN, COLORADO 1 1 11 1 , l 1 H H P Issue: 1 1 6-1.q=2006. 1 1 1 11 11 1 1 1 1 11 11 | (<-~) WEST-ELEVATION 1/4"=1'-0" ~ NORTH-ELEVATION 1 1 1/4.=11-0,1 9'-9 3/8" LCISSOR TRUSS ROOF HATCH FOR EQUIPMENT -- 6'-4" INSTALLATION & REMOVAL \ / / ~BARAMETRIC LOWERS WITH ~ - Ill I 11 11 6'-5" 11-IN--*I A-5.1 r I i i /1 KEY PLAN - -ELECTRICAL POWER - BOXES 0000 Engineer of Record - , 21 - - / - l<61 02 UU 498 MESA VERDE AVE. WHITE HORSE CONSULTANTS, CARBONDALE, CO 81623 L -~ Il Il 970-704-1907 1 11 11 11 * C- 1 4/ || || ~| || NORTH | || || PROJECT ASPEN GOLF CLUB PUMP HOUSE || || || DESCRIPTION 1__-11 1 -___D EXTERIOR ELEVATIONS ~ SOUTH-ELEVATION EAST-ELEVATION SHEET 1/4"=1'-0" A- 3,1 Â©2005 JEFFREY HALFERTY DESIGN ty#Pe*:rift&:,:L9: =n,~F~R '=m.=&~ INCUJOINC OOP/,9. DE'... !6*AMg*.:Il- STANDING SEAM METAL ROOF jeffrey ICE AND WATERSHIELD MEMBRANE OUTSIDE INSIDE halferty EXTERIOR GRADE PLYWOOD ROOF SHEATHING-SEE design 2x6 STUDS @16" 0.C. STRUCTURAL aspen,c o. 81 611 970 . 920 . 4535 970 . 925 . 6035 1 x2 VERT. WOOD BATTEN 12 1 xl 0 VERT. WOOD SIDING 4 TYVEK BUILDING WRAP 12 I2 ASPEN GOLF CLUB 1/2" EXTERIOR SHEATHING 2x4 RAFTER RIM (CONT) PUMP HOUSE STRUCTURE R-30 BLANKET INSUL. WOOD SCISSORS TRUSS'S-SEE STRUCTURAL 5/8" GYPSUM DRYWALL ASPEN, COLORADO 04 1 x WOOD F ASCK -7 ~ R-19 BLANKET INSULATION 04 - 2x6 STUDS @ 16" O.C. 2" VENT STRIP (CONI.) 2'-0" ChÂ« Issue: '- (3>Â« 04 6-19=2006 4 ~ TYP. JAIALL DETAIL SCALE: 11/2" = 2-0 SCALE: 11/2" = I'-O" TYP. ROOF/EAVE DETAIL 1-1/2" treated plate n " rigid / 4 4â‚¬ O 40. - /1/1 "AR embed. . i '.-0 \N /-7" 0 A+B=36" KEY PLAN 41 zt 4 < - - T s. ~1 , Engineer of Record , 1 <1 El-112111-11121 I lei I lEi I lEi I El / 4 4 En WHITE HORSE CONSULTANTS, LTD. 91,yl l 1-111211 'El l lE' 11-11 IE{/ 1 4, 6 11 92111-11 lEi 11Ell lei I lei I IE/ 498 MESA VERDE AVE. \1*I I IEI | 121112111*LUP~ CARBONDALE, CO 81623 Ell 'Ell 'Ell lei EYE BOLTS WELDED TO EACH CORNER OF ROOF HATCH FOR HATCH REMOVAL 970-704-1907 9192.- / Xy- // NOTE: ROOF HATCH TO BE FITTED W INTERIOR LATCHES AT EACH CORNER #3 Â© 24" o.c. E.W. l 1 2-#4 cont. /1 4/ f- B / 1'-4 NORTH PROJECT ASPEN GOLF CLUB PUMP HOUSE DESCRIPTION DETAILS ~ TYP. FND'N DETAIL SCALE: 11/2"= I'-O" SCALE: 11/2" = 1'-O" SHEET ~ ROOF HATCH A-5.1 @ 2005 JEFFREY HALFERTY DESIGN MÂ¥Zâ‚¬Z"k=-la.~~~ME'. Â«roff 2003 IRC & 2003 IBC STRUCTURAL GENERAL NOTES & SPECIFICATIONS 1. GENERAL REUIREMENTS: 111. CONCRETE 2. Sizes shown for structural wood framing are nominal sizes. XI. FRAMINIG HANGERS 3. All wood attached to concrete or masonry shall be 2x A. GENERAL A. DESIGN LIVE LOADS A. CONCRETE REQUIREMENTS redwood or pressure treated lumber. 1. Connectors shown on the plans are manufactured by the 1. Snow Load 75 PSF 4. Wind, 90 mph Concrete has been designed and shall be constructed in 4. Install all joists and beams with camber, if any, to the top accordance with the latest editions of the American Concrete (unless noted otherwise). Simpson Strong-Tie Company, Inc. Connectors by other 2. Floor Load 40 PSF 5. Seismic Category C 0 Institute Building Code, ACI 318 and Specifications for manufacturers shall be deemed as equivalent if their rated 3. Deck Snow Load 75 PSF 5. Provide double joists under all load-bearing partitions capacity is equal to or greater than that of the connector Structural Concrete for Buildings, ACI 301. Provide hot or cold running parallel to joists and solid blocking under all specified. Follow manufacturer's recommendations for weather protection per ACI 305 & 306 and Section R402.2. load-bearing partitions running perpendicular to joists (unless installation of connectors. B. DESIGN CODES 1. Concrete shall have a minimurn compressive strength at noted otherwise). The requirements of the IRC & 1BC as distributed by the 28 days of: International Code Council, Inc., shall govern the design and Walls & footings 3000 psi 6. Provide built-up wood columns (No. 2 or better) of 2-2x6 Slabs 3000 psi (or 2-2x4 at 2x4 stud wall) or a minimum number of studs construction of this work. All other codes listed and referenced in this code are considered part of the requirements of this 2. Provide Type 11 cement throughout with 4-6% air to equal supported beam width (unless noted otherwise). code to the prescribed extent of each such reference. entrainment. 3. Concrete shall be poured in a manner to prevent voids by Structural elements not conforming to this code have been using a sufficient slump, mechanical vibration and/or other VII. GLUE LAMINATED BEAMS designed in accordance with accepted engineering practice. approved method. 4. No admixtures shall be used without approval by the A. GENERAL C. GENERAL engineer. Laminated members are designed and shall be fabricated in 1. All dimensions and details on structural drawings shall be 5. Addition of water to the batch material for insufficient accordance with The Standard Specifications for the Design verified against the architectural drawings and any discrepancies slump is not permitted. and Fabrication of Structural Glue Laminated Timber shall be brought to the attention of the engineer before 6. Do not place pipes, ducts, or chases in the structural AITC A190.1. construction or fabrication cornrnences. DO NOT SCALE DRAWINGS. concrete without approval of the engineer. fA C2't'22na~tcealcilir-~tpl~fcgt~ic-a~roCuognhtraf~atoo~s~. %'ttfyanEdngr~eo~!~ Pahny L Tp~aocronugg h~fn~'rtt %" ckdejyawcae~st opL~rconstruction joints prior 2. All members exposed to weather shall receive one coat of ~ 1. Use exterior glue for all exposed laminated members. end sealer to trimrned ends and seal all exposed surfaces with openings are to be cut in structural systems. 8. Concrete shall not be in contact with aluminum. sealer coat as soon as practical after erection. 3. Provide all necessary temporary bracing, shoring, guying or other means to prevent excessive stresses and to hold structural B. REINFORCING drawings ~ 3. Appearance grade shall be in accordance with architectural < elements in place during construction. Detailing, fabrication, and erection of reinforcing steel bars 4. If beam is contilevered and the cantilever is greater than 4. Details on the structural drawings are typical. Verify all shall comply with the ACI Manual of Standard Practice for 3 dimensions with the architectural drawings. Detailing Reinforced Concrete Structures ACI 315. one-third of the back span, install beam "TOP" down. 5. The contract structural drawings and specifications represent 1. Reinforcing bars shall be ASTM A615 Grade 40. 5. Allowable unit stresses for dry conditions of use required 2 shall be as follows: the finished structure. They do not indicate the method of 2. Welded wire fabric shall conform to ASTM A185. Furnish in Members stressed principally in bending such as beams & construction. The contractor shall provide all measures necessary flat sheets only. ~ girders (AITC 24F-V4) Unless otherwise noted on drawings. to protect the structure during construction. Such measures shall 3. Concrete protection for reinforcernent: Fb = 2400 psi Fv = 190 psi Fc 1 = 650 psi include, but not be limited to, bracing, shoring for loads due to Cast against and permanently exposed to earth = 3 in. construction equipment, protection of existing structures. Exposed to earth or weather #6-#18 bar = 2 in. E = 1.8 x 106 Observation visits to the site by the structural engineer shall not #3-#5 bar = 1-/2 in. include inspection of the a)ove items nor will the structural 1\lot exposed to earth or weather slabs & walls = 3/4 in. ELI engineer be responsible for the contractor's means, methods, Vlll. LVL BEAMS beams & cols. = 1-1/2 in. techniques, sequences for >rocedure of construction, or the 4. Re-bar lap splices shall be a minimum of 42 bar diometers A. GENERAL safety precautions and the programs incident there to. unless noted otherwise. Lap wire fabric reinforcement one full 6. Options are for the conractor's convenience. He shall be LVL members ore as manufactured by the mesh plus 2" at sides and ends and wire together. responsible for all changes necessary if he chooses an option Trus-Joist MacIV'lilian corp. LVLs by other manufacturers 1 (f) 9 and shall coordinate all deails. The cost of additional design 5. Discontinue 1/2 of horizontal steel across may be used when authorized by the Engineer. work necessitated by selec ion of an option shall be borne by construction/control joints. Ill the contractor. 6. Provide corner bars of equal size and spacing around all 1. Allowable unit stresses for dry conditions of use required 60 7. Any engineering design provided by others and submitted for corners. shall be as follows: (1-3/4" thick) review shall bear the seal and signature of an engineer registered 7. Provide 2-#5 bars with a minimum of 2'-0" projection Fb = 2600 psi Fv = 285 psi Fcl = 750 psi in New Jersey. beyond the sides of all openings in walls, beams, and slabs. E = 1.9 x 106 8. Dimensions on the structural drawings are exact with the Provide 1,45 x 4'-0" diagonally at all reentrant corners of 2. Install LVL members in accordance with the exception of masonry and sawn lumber dimensions, which are slabs. manufacturer's recommendation. nominal. Verify all dimensions with the architectural drawings. 8. Provide accessories necessary to properly support 3. Holes, cuts, or notches unless approved by the 9. Where required construction details are not shown or noted on reinforcing at the positions shown on the plans. engineer or the inanufacturer shall not be made. these plans the contractor shall notify the engineer and the 9. Reinforcing spacings are maximum on center and all engineer shall provide sufficient details for the work to proceed. reinforcing is continuous, unless noted otherwise. 4. Side loaded built-up 1 3/4" beams must be joined 10. Construction materials shall be spread out if placed on according to minimum manufactured specifications. framed construction. Load shall not exceed the design live lood C. ANCHOR BOLTS Four-member beams rnust use bolts (unless noted otherwise). per square foot. 1. All anchor bolts shall be 5/8" diameter with minimum 4-1/2" embedment. 11. SOILS & FOUNDATION 2. Anchor bolts embedded in concrete shall be placed with IX. FABRICATED WOOD JOISTS setting templates. A. GENERAL A. GENERAL The foundation conforms to Chapter 4. Soils are assumed IV. MASONRY 1-joists called for on the drawings are as manufactured non-expansive, non-soluble, and not prone to excessive consolidation and design values are token from Table R401.4.1. by the Trus-Joist MacMillan Corp. A. GENERAL REQUIREMENTS 1-joists by other manufacturers 1. The strucrtural analysis and design of hollow-unit clay may be used when authorized by the Engineer. B. EXCAVATION and concrete masonry elements are in accordance with 1. Fabricated wood joists shall be installed in accordance with 1. Contractor shall provide all necessary sheeting, shoring and Strength Design methods listed in Chapter 6 & Chapter 21. the manufacturer's recommendations. bracing where required to properly and safely complete the work. 2. Supply all plates, blocking, bridging, bracing, stiffeners and 2. Avoid excessive wetting or drying of the foundation excavation V. STEEL other related items as recommended by the manufacturer. during construction, keep excavations reasonably free of water at all times and completely free of water during placement of the concrete. A. GENERAL REQUIREMENTS X. SHEATHING 1. The design, fabrication and erection of structural steel C. BEARING REQUIREMENTS L.1.1 are in accordance with AISC Specification for Structural A. GENERAL 1. Footings shall bear on natural undisturbed soil or adequately Steel Buildings-Allowable Stress Design or AISC Sheathing for roofs, floors and exterior walls shall be 3 (per soils engineer) compacted structural fill, below the frost Specification for the Design of Steel Hollow Structural Wood Structural Panels (plywood or OSB). 30 0 depth required. Any discrepancies with the footing elevations 0 CD 0 shown on the plans shall be brought to the attention of the Sections and Chapter 22. 1. Roof Diaphragms shall be 5/8" engineer. placed with 8'-0" dimension perpendicular to I VI. STRUCTURAL WOOD FRAMING: the joist, rafter or truss span. End joints shall be staggered. 2. Building to be founded on continuous concrete spread ZZ Column continuous to foundation. footings or isolated pads placed on undisturbed granular soil A. DIMENSIONAL LUMBER 0- LLI 111 Attach plywood at edges with 8d common nails at 6" O.C. and at intermediate supports with 8d common nails at 12" O.C. ~I- Column from above on beam bel ow. with a maximum following allowable bearing pressures of 3000 The structural analysis and design of wood elements using psf (DL+LL). Allowable Stress Design is in accordance with standards listed 2. Floor Diaphragms shall be 3/4" " in R502, R602 & R802 & Section 2306. placed with 8'-0 dirnension |~ Direction of joist, end bearing condition. 2 1 1 3 00 00 D. ADDITIONAL REQUIREMENTS perpendicular to the joist span. End joints shall be staggered. T Direction of joist, flush frame condition, ca__< k 1. The following design values were used for Douglas Fir/Larch: Attach plywood at edges with 8d common nails 1. Center foundations under columns and walls unless noted . otherwise. 2 - 4 thick, No. 2 or better: at 6" O.C. and at intermediate supports with 8d common nails 2. Backfill on walls with fill on both sides shall be compacted Fb = 900 psi Fv = 180 psi Fc_Â£ = 625 psi 1/4" welded plate top flange saddle, at 12' O.C. Sheothing shall be T & G. T Top flange hangers by "Simpson" or in equal lifts each side of wall. Walls backfilled on one side E = 1.6 x 106 3. Wall Diaphragms shall be only shall have all supporting slabs, permanent framing or 1/2" placed with 8'-0" dimension slope and skew as necessary. SO 5" x 5" and larger: temporary bracing in place prior to placement of the backfill horizontal or vertical. End joints shall be staggered. Studs (unless noted otherwise on plans). Fb = 875 psi Fv = 170 psi Fc .L= 625 psi shall be 16" O.C. Attach plywood at all Attach to col. or beam with 1/4" E = 1.3 x 106 edges with 8d common nails at 6" O.C. and at intermediate fillet welds (1" min.). 5" x 5" and larger, No. 1 or better: supports with 8d nails at 12" O.C. Sheath all exterior walls full height at each end. 5.5.06 Fb = 1350 psi Fv = 170 psi Fc_L = 625 psi E = 1.6 x 106 017 Eli HM 206[--MOL-026 239[9 03 '11-1 Ek]VO *JAV ECHEA 869 361]noo DISCHARGE DOGLEG- CUT OUT 40'-0" 24"X48" ~ FOR DISCHARGE ~ PIPE IN FLOOR ~ \ -,1-1/2" treated Plate ~ - 2" rigid 9 48" o.c. 0 0 A+B=36" ~ 1/2" A.B. w/7" embed. : -- Ill /1 10 . 44 4 PUMP . 111 C WELL BY 4 44 4. A R f OTHERS. 0 00 FOUNDATION CONSTRUCTION -A > SHALL OCCUR IN TWO ~ ~ ~#3 @ 24" o.c. E. W, PHASES. EXTEND / jlll//l//llllllll HORIZONTAL REBAR 36" AT CONSTRUCTION JOINITS. 2-#4 cont. Â» 1'-4" -7' 0 1 11 /4- B --7' 0 0 SECTION 1 1-1-1 POLINDA-TION PLAN ( ~4 NORTH 3 01 FLOOR PLAN 8- 4 5.5.06 Ell-I 'S-LNVi-InSINOD 16@OH 3_LIHM -LISAOH d IAI -dIAV 3@ElIA VEd E 869 391]noo 406-0" 24'-r 1 1 1 . 2-9 1/2" LVL TYP, 8'-0Â» 4 TO CENTER 18'-11" nE WETWELL b t' %:P 4 - I - b M .. 3 -1 STEEL SKID PAD .. . m .. 4-1 0 0 O FLOOR PLAN - NORTH 0 0- 11 LL] 2 1 1 i 00 (f) 1 1 A 16702 1 0.- <<C 0<98 NO+y S2 5.17.06 *01-1 'Sll\]Vl-]ASNOD 391]OH 31IHAA 38AOH *3AV 110311]A VSEIIAI 86t 366]ROO 206[-tOL-026 239 LE 00 '37*(]NOEEVO 491/Â£ 9-,9 sial.Uo Xq sessn31 113#1 34 of Its;-O.- Â»415 Aspen Community Development . 1, * 644~ - y t.' "Ill/~ d 130 S. Galena St. 123 D~'<- PB866762Â£ 7703.00.370 Aspen, CO 81611 0 26 0 MA.11.ED FROM ASPEN 00 8161' MCCUTCHIN GENE P 14833 MIDWAY RD ADDISON, TX 75001 NIXIE 750 1 10 00/30/ 05 RETURN TO SENDER INSUFFICIENT ADDRESS UNABLE TO FORWARD BC: 01611190230 *1479-02597-22-4: 01*41.174.160% 11,)|/11/ji)|11},1,11,1,1111]11]111,11 lilli Ij]'}I1,ll,"j,,jjj PUBLIC NOTICE RE: CONNER CABINS (530 AND 532 EAST HOPKINS) VIEW PLANE EXEMPTION REVIEW NOTICE IS HEREBY GIVEN that a public hearing will be held on Tuesday, April 12,2005 at a meeting to begin at 4:30 p.m. before the Aspen Planning and Zoning Cornmission, Sister Cities Room, City Hall, 130 S. Gatena St., Aspen, to consider an application submitted by Austin Lawrence Partners, LLC, requesting approval of a view plane exemption from the two (2) designated Courthouse View Planes to construct additions to each of the two (2) westernmost Conner Cabins. The properties are commonly known as the Conner Cabins and are addressed as 530 and 532 E. Hopkins Avenue. The properties subject to the application are legally described as the eastern 7'6" of Lot P and all of Lots Q and R, Block 93, City and Townsite of Aspen. For further information, contact James Lindt at the City of Aspen Community Development Department. 130 S. Galena St : Aspen, CO. (970) 429.2763, jamesl@ci.aspen.co.us. s/Jasmine Tvgre, Chair Aspen Planning and Zoning Commission Published in the Aspen Times on March 27,2005 City of Aspen Account