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Land Use Case.898 E Hopkins Ave.0020.2014.ASLU
0020.2014.ASLU 898 E. Hopkins Ave Stream Margin Exemption 2737 182 03 004 4 6 11 _ f-4'32*3 -9 P™U··06 THE CITY OF ASPEN City of Aspen Community Development Department CASE NUMBER 0020.2014.ASLU PARCEL ID NUMBERS 2737 182 03 004 PROJECTS ADDRESS 898 E HOPKINS AVE PLANNER SARA NADOLNY CASE DESCRIPTION STREAM MARGIN EXEMPTION REPRESENTATIVE JULIE MAPLE DATE OF FINAL ACTION 4.28.14 CLOSED BY ANGELA SCOREY ON: 6.4.14 2-737 / 22 0% 00 4- 0020·2014·AGUA IT=: 2 1.8,4 2 Permits file Edit Record Navigate Egrm Reports Format Iab Help 4 1, '. 1 h * b- k./ .4 4~L 't ..1 4 2. , i 1 5 3 -~ 94 lump 1 ~29 ~2 19 ~ ~ jiji~ Custom Fields Ro*ng Status Fee Summary Actions :Routing Mistory 0i ' 3 i Permit type aslu Aspen Land Use Permit # 0020.2014 ASLU 1 1 ~ Address 898 E HOPKINS AVE Apt/suite Oty ASPEN State <Co " ~ Zip ~81611 ' Permit Infonnation Master permit Routing queue aslu07 Applied 03/18/2014 i Project Status Pending ~ Approved Description APPLICAIION FOR STREAM MARGIN EXEMPTION Issu:ed Gosed/Anal ~ | Submitted @LIE MAPLE 925 4755 Clock IRunning | Days | 0| Expires ~03/13/2015 ~ Oveller f Last name 898 E. HOPKINS LLC First name 898 E HOPKINS ASPEN CO 81611 1 Phone (786) 923-0271 Address I Applicant 0 Owner is applicant, J Contractor is applicant? La5t name ~POSS ARCHITECTURE AND ' First name 605 E MAIN ST 1 ASPEN CO 81611 Phone I(970} 9254755 |Cust # ~26286 | Ad(Irpo Lender ~ + i Last name 1 First name Phone C)- Address P 14 1 i Displays the permit lender's address Aspe,,GoldE (se~ver angelat~ 1-0(1 . ...' Ok- 11: 66,9 -,Anah En-5 \300· °° C !,Pal- r, f r 4 2 2/5--00 2-rt) '26 000 un WL 3-9/1 i. rRe»44 9/ Po~rks 6 5-0 -oa r " 1 7 9 3565-S- k 3-· /8./4 All . ups | |Toolbox | |Quick Notes | Sou« d AFFIDAVIT OF PUBLIC NOTICE REQUIRED BY SECTION 26.304.070 AND CHAPTER 26.306 ASPEN LAND USE CODE ADDRESS OF PROPERTY: 3)~ A Aspen, CO STATE OF COLORADO ) ) SS. County of Pitkin ) I, HAvn-Q'L- S C. ~--'0'1 (name, please print) being or representing an Applicant to the City of Aspen, Colorado, hereby personally certify that I have complied with the public notice requirements of Section 26.304.060 (E) or Section 26.306.010 (E) of the Aspen Land Use Code in the following manner: ~Publication of notice: By the publication in the legal notice section of an official paper or a paper of general circulation in the City o f Aspen no later than fourteen (14) days after final approval of a site specific development plan. A copy of the publication is attached hereto. Publication of notice: By the publication in the legal notice section of an official paper or a paper o f general circulation in the City o f Aspen no later than fifteen (15) days after an Interpretation has been rendered. A copy of the publication is attached hereto. 06' S C--1_~Un Signature The foregoing "Affidavit of Notice" was acknowledged before me this 29 day of. A-0 1 , 20(-4 by .ench*L Se- -& WITNESS MY HAND AND OFFICIAL SEAL PUBLIC NOTICE Of DEVELOPMENT APPROVAL Notice is hereby given to the general public of the My commission expires: 101 30: R approval of a site specific development plan, and the creation of a vested property right pursuant to the Land Use Code of the City of Aspen and Title 24, Article 68, Colorado Revised Statutes, pertain- ing to the following legally described property: A lot l ~30-00,4 1 /511,74_s being the West 45 feet of West End Street adia- Notary Public cent to Lot S, Block 27, East Aspen Addition, As- pen, Colorado. On April 21 2013, the Community Development Director granted Administrative Ap- proval for Stream Margin Exemption related to the remodel of the subject property and the use of ex- 1 isting planter beds as rain gardens for water run- off. For further information contact Sara Nadolny, STATE OF COLORADO St. at the City of Aspen Community Development NOTARY ID 20054038739 ATTACHMENTS: NOTARY PUBLIC d Dept. 130 S. Galena St, Aspen, Colorado (970) 429-2739. MY COMMISSION EXPIRES OCTOBER 30.2017 X City of Aspen Published in the Aspen Times on April 24.2014 COPY OF THE PUBLICATION .22219121292%232£2R [10127681] DEVELOPMENT ORDER ofthe City of Aspen Community Development Department This Development Order, hereinafter "Order", is hereby issued pursuant to Section 26.304.070, "Development Orders", and Section 26.308.010, "Vested Property Rights", of the City of Aspen Municipal Code. This Order allows development of a site specific development plan pursuant to the provisions of the land use approvals, described herein. The effective date of this Order shall also be the initiation date ofa three-year vested property right. The vested property right shall expire on the day after the third anniversary of the effective date of this Order, unless a building permit application submittal is accepted and deemed complete by the Chief Building Official, pursuant to Section 26.304.075, or unless an exemption, extension, reinstatement, or a revocation is issued by City Council pursuant to Section 26.308.010. After Expiration of vested property rights, this Order shall remain in full force and effect, excluding any growth management allotments granted pursuant to Section 26.470, but shall be subject to any amendments to the Land Use Code adopted since the effective date of this Order. This Development Order is associated with the property noted below for the site specific development plan as described below. 898 E. Hopkins, LLC (@ 898 E, Hopkins Ave, Aspen, CO 81611 Property Owner's Name, Mailing Address East Aspen Addition, Block 27, West 45' of West End Street, commonly known as 898 E. Hopkins Ave, County of Pitkin, State of Colorado. Legal Description and Street Address of Subject Property The Applicant intends to undertake an interior and exterior remodel of the existing building that will not increase the building's existing footprint. Two planter boxes that exist within the 15' setback as measured from the top of slope will be repurposed into rain gardens to accommodate drainage. Written Description of the Site Specif}c Plan and/or Attachment Describing Plan Stream Margin Exemption. Administrative Approval. April 18.2014. Land Use Approval(s) Received and Dates (Attach Final Ordinances or Resolutions) April 24, 2014 Effective Date of Development Order (Same as date of publication of notice of approval.) April 25,2017 Expiration Date of Development Order (The extension, reinstatement, exemption from expiration and revocation may be pursued in accordance with Section 26.308.010 of the City of Aspen Municipal Code.) Issued this 18th day of Avril, 2014, by the City of Aspen Community Development Director. dfillk Chris Bendon, Community Development Director NOTICE OF APPROVAL For Stream Margin Exemption at East Aspen Addition, Block 27, West 45' of West End Street, commonly known as 898 E. Hopkins Ave. County of Pitkin, State of Colorado Parcel ID No.: 2737-182-03-004 RECEPTION#: 609625, 04/21/2014 at 03:57:24 PM, APPLICANT: 898 E. Hopkins, LLC 1 OF 3, R $21.00 Doc Code APPROVAL 898 E. Hopkins Ave. Janice K. Vos Caudill, Pitkin County, CO Aspen, CO 80611 REPRESENTATIVE: Julie Maple, Poss Architecture & Planning 605 E. Main Street Aspen, CO 81611 SUBJECT & SITE OF 898 E. Hopkins Ave. AMENDMENT: Stream Margin Review Exemption SUMMARY: The applicant is requesting Exemption from Stream Margin Review for the remodel of a single-family residence. The applicant is proposing an extensive remodel of the building's interior and a minor remodel of the home's exterior faQa(le. According to the Engineering Dept. the interior remodel triggers the need to update the drainage for the site. The applicant has proposed to use existing infrastructure that sits within the 15' setback from the designated top of slope. A proposed project may available for a Stream Margin Review Exemption if the development meets the relevant review criteria, as found in Exhibit B to this approval. BACKGROUND: This property is located in the Residential Multi-Family (RMF) zone district, and is part of the East Aspen Addition Subdivision. The subject parcel hosts a two-story single-family residence. The home was constructed in 1988, prior to the adoption of Stream Margin Review standards, therefore there are some existing non-conformities. Specifically, the current building breaks through the 45 degree angle as measured from the top of slope, and there are large planters within the 15' setback from top of slope. CURRENT PROPOSAL: The application includes plans for an interior and exterior remodel of the existing home. At the southern end of the properly the stone veneer will be removed from the garage, the existing roof deck will be upgraded with snowmelt and waterproof materials, and a new glass safety rail will be installed. On the northern side of the property the first and second story deck railings will be replaced. Throughout the building windows will be replaced, as well as portions of the existing roof. The roof currently extends into the 45 degree angle as measured from top of slope, however maintenance is permitted to maintain this non-conforming feature. 1 To accommodate Engineering Department's drainage requirements, the applicant has proposed turning two existing planters into rain gardens. One planter is east of the building, and extends slightly into the 15' area from top of slope. The other is north of the building, and exists fully within the 15' setback form top of slope. A four-inch wide (approximate) pipe will be placed on the existing timber walls to the east of the building that will provide water discharge to the northern rain garden. This will be above-ground, and will not require any modifications to the lot or an increase in support structure. STAFF EVALUATION: Per the proposed application, the remodel of the residence will use the existing building's footprint, and there will be no increase in the floor area of the structure. This is the first known request for Stream Margin Exemption, therefore this request does not exceed the proposed allowable 25% cumulative exemption. The proposed development does not require the removal of any tree on the property. There is no new development that will fall outside of the 15' setback from the top of slope. The proposal does not involve any increase to the amount of ground coverage structures within the 100-year flood plain. The Engineering Dept. is requiring the applicant to increase the drainage on the property as a result of the interior remodel. The applicant and City Engineer have agreed on a plan whereby two of the existing planter boxes on the site will be used as rain gardens to satisfy drainage requirements. The planter boxes are located within the 15' from top of slope area. The following are joint referral comments provided by both the Parks and Engineering Departments: • Liner and underdrains are required for the bio-retention areas; • The pipe to the west should be at-grade to protect the conifer tree; and • The Engineering Maintenance Plan should propose what maintenance is required should the No Problem Jo Trail be washed out or if the planter material washes into the trail. In their conversion to rain gardens, the exterior of the planter boxes will not be modified. Since these features are pre-existing within the 15' setback from the top of slope, they will be permitted to be maintained and used in the proposed manner. Staff finds all necessary criteria to be met to grant an administrative Stream Margin Review Exemption. DECISION: The Community Development Director finds the Administrative Application for a Stream Margin Review Exemption, as noted above, to be consistent with the review criteria (Exhibit B) and thereby, APPROVES the request, with conditions. APPRONED HY, 0 {tw#£ Apri i .c , *14 Chris Bendon, Community Development Director Date Attachments: Exhibit A: Site and Grading/Drainage Plan (Recorded) Exhibit B: Review Criteria/Staff Findings (In file) Exhibit C: Department Referrals (In file) Exhibit D: Application (In file) 2 Giopli/: Swu 1 1 1 U .- U .lim :1 4 4·;U : :1,1-~ 1--,*---- F w 11 r S,d,9 .. 1 + L tEll , 1 j- -· r< . 1 2 ·.---2----©0--=-*~r 1 rh ED 1-EN' 1 1-1..:IN 1%1 11~: .l / i l i / i /mt. 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CALCUiADON ON N#~S SHEET, A .SIGN POWT ./ 1hed Pl 1 1028 ~028 100/ 0 100M m n I a , Rui,FIED EJUS™NO PLAN,tR gEDS W,Lt *E REHABILIIAIEO FO 515,1 1-/,1.2 .2 657 190 29% 1 ./ 005& 1.0 0 Dem, .WN f,OUN~Ry .WOMON CWDENS 'fEING .* SUP REOU'f~ENES 461, Pl ' 691 30* 0057 2441.I To~~1 P14 352 130 3™ 0067 20 0 . DRAIN WinE! 5 'IE ./. REQUI'll IMENC' DRA. BE ....ED . THE I.„ 6 2 J/~00/ P15 .1 293 46% 1 40% Dog 43 4 DmavAY Ih,PERnouS AREA EXaWNG DR~.WAy m coLLECT *NOFF FRO' THE .67@NG 1S1,:i Totals 4384 2441 56% 55.9 S600 -.-.- WOR' DAWN $7210 p./1 ~Agufill¢CoAURMP . ./1/SCAPE IMPROVEMENi' SHOWN ARE l.} 5%/N PENOING CoA ¥01.1 $10.912 ..Fl#.130. UNW FOR.... Appim.Als 80;9 DueinG~ful.udedptenIROW ]E2-2UaddrENE PROP.. CONFOUR .... a.-22,[L&12£ 8020 PROPObED CONH}Ul MUOI £)05* CONTOUR IANOR t.... CON YOUR ./.R D....GE SWALE FlOW ARROW 1#1 Rovislon Dala By ~ i.,6 No 2014320001~ Preliminary ~ 6SGM Diamond Residence 1 1 |PRI.... 04-08 14 A. Concpetual Grading and I '10*116, 1 D1 00 Not For ~ ID- 04/82014 118 Weil Sixth gue], Suile 200 898 E. Hopkins Ave. Aspen, CO Conslruclion Glenwood Springs. CO 8160 1 Drainage Plan lec »421 +BRIC, 970 945 1004 viww 9, Inc Con~ 1.11. -1 HOPKINS AVE I'.'I'.49. tlt-*'Il ' ) ... 3*101 E>N~/VOI Exhibit B Review Criteria 26.435.040.B. Stream Margin Review Exemptions The Community Development Director may exempt the following types of development within the stream margin review area: 1. Construction of pedestrian or automobile bridges, public trails or structures for irrigation, drainage, flood control or water diversion, bank stabilization, provided plans and specifications are submitted to the City engineer demonstrating that the structure is engineered to prevent blockage of drainage channels during peak flows and the Community Development Director determines the proposed structure complies, to the extent practical, with the stream margin review standards. Staff Response: This application does not involve the construction of any of the above- listed structures. Staff finds this criterion to be not-applicable. 2. Construction of improvements essential for public health and safety which cannot be reasonably accommodated outside of the "no development area" prescribed by this Section including, but not limited to, potable water systems, sanitary sewer, utilities and fire suppression systems provided the Community Development Director determines the development complies, to the extent practical, with the stream margin review standards. Staff Response: This application does not involve the construction of any of the above- listed structures. Stafffinds this criterion to be not-applicable. 3. The expansion, remodeling or reconstruction of an existing development provided the following standards are met: a) The development does not add more than ten percent (10%) to the floor area of the existing structure or increase the amount of building area exempt from floor area calculations by more than twenty-five percent (25%). All stream margin exemptions are cumulative. Once a development reaches these totals, a stream margin review by the Planning and Zoning Commission is required; and Staff Response: The proposed development does not increase the floor area of the existing structure. The re}nodel does not increase the amount of building area exempt from floor area by more than 25%. This is the first known request for a Stream Margin Exemption for the subject property. Staff jinds this criterion to be met. b) The development does not require the removal of any tree for which a permit would be required pursuant to Chapter 13.20 of this Code. Staff Response: The proposed development does not require the removal of any tree on the property. Stafffinds this criterion to be met. c) The development is located such that no portion of the expansion, remodeling or reconstruction will be any closer to the high water line than is the existing development; 1 Staff Response: The proposed development will not be any closer to the high water line. Due to the extent of the interior remodel Engineering is requiring a reconfiguration of the drainage currently found on the property. The applicant will use the existing planter beds located below the 15' setback from the top of slope as rain gardens. The planter beds will be modified with a liner and interior materials, but will not be modified such that their footprint will increase, nor will the walls of the boxes increase in height. Stafffinds this criterion to be met. d) The development does not fall outside of an approved building envelope if one has been designated through a prior review; and Staff Response: The remodel of the home maintains the existing building footprint. The existing rain gardens are located outside of the 15' setback from the top of slope area. No new development will fall outside of the approved building envelope. Staff Jinds this criterion to bet met. e) The expansion, remodeling or reconstruction will cause no increase to the amount of ground coverage of structures within the 100-year flood plain. Staff Response: The proposed remodet of the building and the enhanced use of the existing rain gardens for site drainage will cause no increase to the amount of ground coverage of structures within the 100-year flood plain. Staff finds this criterion to be met. 2 Exhibit C Department Referrals The following are joint comments made by David Radeck, Parks Department, and Josh Rice, Engineering Department. For 898 E. Hopkins: We would like to see the following: 1. Liner and underdrains for the bio-retention areas: the bio-retention areas should be lined to provide a longer longevity of the planter boxes. The bio-retention areas should utilize an underdrain. 2. The pipe to the west should be at-grade so that the conifer is unaffected. 3. The Engineering maintenance plan should propose what maintenance is required should the trail washed out or if planter material washes into the trail. The maintenance agreement currently requires that any deficiencies found during an inspection be cured within 30 days. Please be aware that we want underdrains and not overdrains in the bio-retentions areas. ATTACHMENT 2-LAND USE APPLICATION PROJECT: Name: 018 ¥3. Hip K.INIS 1-·.1-,·C . Location: sle e. Hor¥41.16 ) priA#4, UD , Bl-£2614 Z-7 (Indicate street address, lot ·& block number, legal'description where appropriate) Parcel ID # (REQUIRED) 2137'010300+ APPLWANT: Name: 810 18,0 Hor'Lib-ls L. L.. 6- · Address: 91 9 13 Ho PIL#-1 > , 0*'Ek-1, 62) 0| 6 || t Phone #: 1 0 4-422 -02-1 I REPRESENTATIVE: Name: dULLE t-44<PLE, F*SS /906+11-Ike~-LgE-.4> A-41kt/kill Address: B 0 6 t. 1[704 k.l ST· ,1 /4tpleekli 60 5% \ F U Phone #: 910-612-6-4165 TYPE OF APPLICATION: (please check all that apply): GMQS Exemption U Conceptual PUD U Temporary Use GMQS Allotment U Final PUD (& PUD Amendment) U Text/Map Amendment Special Review ~ Subdivision U Conceptual SPA ESA - 8040 Greenline, Stream U Subdivision Exemption (includes U Final SPA (& SPA Margin, Hallam Lake Bluff, condominiumization) Amendment) Mountain View Plane U Commercial Design Review U Lot Split U Small Lodge Conversion/ Expansion U Residential Design Variance E Lot Line Adjustment *1 Other: ST0€'tti 144¢61/4 U Conditional Use #Ket,121761-1 EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.) €4 UAL£-' '138401 11->f ge; 1£*Al Of--- PROPOSAL: (description of proposed buildings, uses, modifications, etc.) ¢¥X¥1/2402--- -2>IUAL€.-*9411(2( 01*31 DEA-lzE.: /kt-T-le,21 2*'EM\OPEL· · RIO APP1-FICUAL· 562. FFT. p<1«. 08*~twa 820% .-- =- EIVED Have you attached the following? FEES DUE: $ .2.2.1 1* Pre-Application Conference Summary 1 7 2014 67Attachment #1, Signed Fee Agreement [3 Response to Attachment #3, Dimensional Requirements Form F ASPEN U Response to Attachment #4, Submittal Requirements- Including Written Responses to Review ~ ......4.... 1 DEVELOPMENT U 3-D Model for large project All plans that are larger than 8.5" X 11" must be folded. A disk with an electric copy of all written text (Microsoft Word Format) must be submitted as part of the application. Large scale projects should include an electronic 3-D model. Your pre-application conference summary will indicate ifyou must submit a 3-D model. 0000 .. ..fiff': 0,1,14,loh Ill, ATTACHMENT 3 DIMENSIONAL REQUIREMENTS FORM Project: 0098 8. 1-42:yED.1 kIS ,/4'*PE,kl/ 60 816( j Applicant: Ble E'. ·1*¥164*45· 1-'· -0-. C. 0 Location: *39€ E. · rbF'AA-15, Zone District: Lot Size: '3 62>0 €,<st. 49-. Lot Area: 1306>0 69· fr. (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: 146· Proposed: 14·/4 · Number of residential units: Existing: 14 ·14· Proposed: T4-04 - Number of bedrooms: Existing: 4- Proposed: A. Proposed % of demolition (Historic properties only): DIMENSIONS: Floor Area: Existing: 63'6 ~ Allowable: 2820 Proposed: 335\ Principal bldg. height: Existing: ,2-4 Allowable: 2 5 '--proposed N ·Ad>43 Access. bldg. height: Existing. Allowable:_ Proposed: Fl Wor P,PPLACABLE- On-Site parking: Existing: 52. Required: 52- Pr~osed: 2- % Site coverage: Existing: Required: Al D Ul,11-01Proposed: % Open Space: Existing. Required: 405®620¥t2ttiF Front Setback: Existing: | ~2*?equired. (D' Proposed: \6.56 ' Rear Setback: Existing: 24.(diRequired: h O' Proposed: 14 ·66'.1~ECEIV~~ Combined F/R: Existing: 384\ Required: 02-0 Proposed: 30.2.\ Side Setback: Existing: 7. /4 ' Required: '3 1 Proposed: 1 . /6 ' MAR 1 7 ?014 Side Setback. Existing:'1 · 2) 5' Required: 8 1 Proposed: 1.bEk 'CITY OF ASPEN Combined Sides: Existing:\A .6\~ Required. 2.0' proposed: 14.6~9~~*TY DEVELOPMENT Distance Between Existing U5 < Required. Proposed: _ 4~-14GT Buildings . AFFL,1 &426125- Alle:,1-1 k'61 Existing non-conformities or encroachments: A\N os O ye*4410 01 \AN-1-5 0.*E_ E,£4-444 71*. 12>f g>F~»Ald K. . Variations re q u e s t e d : 161 E age . ' A S 16.1 - 14 -0 ) t iA V K, 11 +E - • r k :p < OF : p+44*L #4341 ST-k·£3 -rD 11+E. k.1«78 FF,Det#2¢f UALE, GE) -TBNT W€- 6»44 U¥11.-1 ZLE, THIE. KI62:rHEELJ Ft,6.a4-TEA~ -TED ME,ezi- THE. C.O.A.'5 g.kta. DEPT'j IA/Ar€/2. Fltme-Aal 0*J 12€29L,;LIZE.tir #66,tt> . Ti-'15£ ALLSTIA1£21 PL,6,KnE<2> 1,4 1 L-1- 1&25- TOI€UED IUTZ) 126~4 2212%0-15, AS PE/2 6101.-stj·€ET* t/100. FAILCOAdz) 1-112€>4 zkUFIAU¢Aer-104 W Ll- AJOI- IBE.A.0.-1-*AEO. COMMUNITY DEVELOPMENT DEPARTMENT ~~~ Agreement to Pay Application Fees An agreement between the City of Aspen ("City") and Property Phone No. -7 9 Co- 926 - 01-7 1 owner ("1"): 019 le. Hz)P'14/NS L.L..C . Email: J ohrl · Vic/~trierk 15 41'a-*10/¥~ Address of Billing en*•*ises. con* Property: 019 EL. 1-#¥'164 45 Address: 26)801 e>1962&¥UE. BL-*. 410 a~Jui~2:&~~ 71¢69%£b £29 €]16211 (send bills here) Aveall#-Al FRL 8812€3 I understand that the City has adopted, via Ordinance No. , Series of 2011, review fees for Land Use applications and the payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner that I am responsible for paying all fees for this development application. For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are non-refundable. $ 6 50 ~flat fee for TPOZE-6 12€,P-E· $ flat fee for $ flat fee for . $ flat fee for For deposit cases only: The City and I understand that because of the size, nature or scope of the proposed project, it is not possible at this time to know the full extent or total costs involved in processing the application. 1 understand that additional costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete processing, review, and presentation of sufficient information to enable legally required findings to be made for project consideration, unless invoices are paid in full. The City and I understand and agree that invoices mailed by the City to the above listed billing address and not returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy including consequences for non-payment. I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does not render an application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for the processing of my application at the hourly rates hereinafter stated. $ 13„2.00 deposit for ~ hours of Community Development Department staff time. Additional time above the deposit amount will be billed at $315 per hour. $ 265.00 deposit for ~ hours of Engineering Department staff time. IAddRional tir~a~o~~~c$~~~ 1 \ amount will be billed at $265 per hour. MAR 1 7 7014 Cityof Aspen: Propert~Wrier: ~ ~ CITY OF ASPEN COMMUNIF raoRIENT e.<71 \ / , Chris Bendon Community Development Director Name:v- -4 00 f. /Dj *Ato JN Title: NEMBE 1 City Use: Fees Due: $ Received: $ November, 2011 City of Aspen I 130 S. Galena St. I (970) 920-5090 1.1 ~OSS ARCHITECTURE+PLANNING March 17, 2014 City of Aspen Building Department Aspen, CO 81611 Subject: Land Use Approval Letter: description of proposed development To COA Building Department: The proposed development is to have the Top of Bank adjusted to the North property line so that the property can meet the C.O.A.'s Engineering Department' s requirements for water runoff filtration. The existing planters at the North end of the property are being proposed as rain gardens to filter site water runoff as per the COA' s URMP. The current Top of Bank is above the planters, and prevents the site from utilizing the existing planters for rain gardens. The proposed development meets 26.435.040.B, Stream Margin Review Exemption as per the following: a. We are not proposing any additional floor area. b. We are not proposing to remove any trees from the site that require a permit as per Chapter 13.20 of this code. c. The development is located such that no portion of the expansion, remodeling or reconstruction will be any closer to the high water line than is the existing development. d. The development does not fall outside of an approved building envelope. e. The expansion, remodeling or reconstruction will cause no increase to the amount of ground coverage of structures within the 100-year flood plain. Please see sheets A002(Site Plan) and G104 (Building Section with Grade) for graphic representation of proposed relocation of the Top of Bank. Please see sheet D100 for Civil/drainage and the Landscape Plan for the proposed landscape concepts. Sincerely, Julie Maple, Principal Kelleigh Condo, Project Manager 605 EAST MAIN STREET ASPEN, CO 81611 (t) 970/925-4755 (f) 970/920-2950 WWW,BILLPOSS.COM ~OSS ARCHITECTURE+PLANNING March 13,2014 City of Aspen Community Development Aspen, CO 81611 Subject: Land Use Approval Letter: Applicant and Representative To Whom it May Concern: I 898 E. Hopkins L.L.C. herein authorize the "Representative" listed below to act on the behalf of the "Applicant" listed below. Applicant: 898 E. Hopkins L.L.C. 898 E. Hopkins Aspen, CO 81611 786-923-0271 Representative: Julie Maple, Principal Poss Architecture and Planning P.C. 605 East Main Street Aspen, CO 81611 970-925-4755 Sincerely, 898 E. Hopkins L.L.C. 1-4 RECEIVED MAR 1 7 2014 CITY OF ASPEN COMMUNITY DEVELOPMENT 605 EAST MAIN STREET ASPEN, CO 81611 (t) 970/925-4755 (f) 970/920-2950 WWW.BILLPOSS.COM SITE: 898 HOPKINS AVE ~ 00 4 9 51 2 2 1 /218 2 2 0 K,ng St t + Queen n irt Title 0 CO .53.1. Aspen Platinum , A 700 1 -- Properties »' ts Eluo,94,/1,9 41 900 Mountain : -' 700 House l.odge 81 1000 1.) / 4 E Hopkil,ls Ave E 40 49 41 City Market F# 4% Ave / CHo E Hyman A g 'e ® 3 0 3000 1 700 8 m Cooper Ave r_ 800 2 Da/e Ave (A B'Jewel ®~ Frias Properties t Cooper Ave ® E Cooper Av-e of Aspen 90 PO 4GmA,/0 P ab LEI Of re ~1. 3 3n f 01 800 EQ UIe / 4 C E Dutant Ave 6 E Dean St L Condominiums 0 f' 898 EAST HOPKINS LAND USE APPROVAL APPLICATION ~OSS ARCHITECTURE +PLANNING VICINITY MAP A 605 EAST 1111 Sit[El ASHK COLOIADD 81611 IT] 910/925 1155 IF]910/920 1950 1 1/2' = 1'-0' ®2014 2,~;2~~pn 03/13/14 5 86 4, Park Ave V apISJOA,8 1% -0 LACROUXSTREEB To: Poss Architecture Phone: 970.925.4755 Attn: Julie Maple, Kelleigh Condon CC: Lynni Hutton From: Lacroux Streeb, Inc. Phone: 970.927.5133 RE: 898 E. Hopkins Date: 2014.03.07 METHOD OF DELIVERY: By Hand Courier (FedEx, UPS, etc.) OSM X Electronic Team, Attached please find our Landscape lighting plans and specifications for Permit. Sincerely, 0 . 4, ---11- mountain otice 01'v offim 504 widget street, basalt, co 81621 www. lacroux *eer:.com 931 santa fe ste. 200, denver, co 80204 970.927,5133 303.573.0059 i. al Ly 0 LACROUXSTREEB 898 E. HOPKINS LANDSCAPE PERMIT DELIVERABLES CUTSHEETS 898 E. HOPKINS PAGE 2 OF 12 2014.03.10 LANDSCAPE PERMIT COVER 0 4 4-/ LACROUXSTREEB TYPE: ~ ~ RECESSED LED DOWNLIGHT [IC, NON-IC, REMODEL) DL39ZP [LEDX] Im=/11=1 1 SQUARE FIXED WET LOCATION TRIM A LED * In certain conditions where lower than standard wattages are required, PARTS: Remotephosphordimmable LED shallower recess depth may be available. Consult factory fordetails. module in aluminum and glass easing B Special Features - 4-jAP -r Stainless steel trim plate; seated aperture frill /1/hi- and integral silicone gasket prevent water intrusion; die-cast aperture with deeply regressed light source; integral Professional BaffLe minimizes aperture . .9k 1.... . glare C Effects Devices ~1---4-- - 146mm 555"* ~10 Seated soft focus lens included; optional 1~ Il,0 sealed clear glass lens available; adjust- pY-MO ~ able yoke allows secure placement of up ~~ ~, to 2 effects devices; [add .16"to fixture ~/ height with use of each effects device] DTrim Plate 15" return, install as flange overlay 0-7 E Retention Engineered torsion spring clips designed 1 50 mm .L -0 to bear 3 times fixture weight; accom- modates varying ceiling thicknesses and -425"108mm- ensure snug fit of trim against ceiling TECHNICAL CONSTRUCTION DIMMING PROTOCOL 304 marinegrade stainless steel trim plate, steeland ./.minum: ex- Analog 0-10 and Triacdim to nominal 10% tm output, truded aluminum heat-sink: painted finishes are granulated powder Lutron dims to nominal 1% tmoutput. Consult factoryon coat, optional chrome and plated finishes. availability of EldoLED systemsthat dim to nominal 1/10 LED of 1%, or forguidance on particularsystems suchas Dali. Xicato LED module available in configurations of 80+ CRI. 700, LISTING 1000 and 1300 lumen packages, and 95+ CRI: 500,700 and ETL/ C-ETL listed for wet locations; IP64 rated, 1000 lumen packages. Available color temperatures are 2700K {+6 40KI, 3000K [+/- 50KI, 3500K [+/- 60K] and 4000K [+/- 70KI, WARRANTY with beam angles of 40° and 60°. Average rated lamp life of Five year warrantyon LEDlamp module and driver 50,000 hours. LED/ heat-sink module field replaceable. One year warranty on all other Lucifer Lighting 80+ CRI Source lm/w 95+ CRI Source lm/w : provided system components. Consult website for full 700 lm 1000 Lm 1300 Lm 500 Lm 700 Im 1000 tm · warranty terms and conditions. 39 lm/w 82 lm/w 73 lm/w 57{m/w 54 lm/w - 46 [m/w J EMERGENCYLIGHTING FIXTURE DISTINGUISHING FEATURES Remoteemergencybatteries available. Consult factoryforinformation. Construcl,w- ' Dle-cast aluminum baffle LED DISTINGUISHING FEATURES · : Finishes Granulated powder coat, platings or I olor Consistency x2 SDCM treated meta[s .'hosphorArc„ilecture iemote Phosphor i Aperture , Deeplyregressedlightsourceard tandard Series 80+ CRI w,9=16, R13=81 ,R15=75 anti-glare baffle ' Artist Series 95+ CRI -!9=98, R13=98, R15=98 -ut-Off Anql- Minwium 30°to light source Lonstruclun Aiuminum & Glass IP66 [modulel : LIght Tuning Acceots up to 2 effects devices pagel LUCIPEFI Luciferlighting com ©2013 Lucifer Lighting Company 3750 IH35 North LIGHTING COMPANY As part of its policy of continuous research and product San Antonio. Texas 78219 development. the company reserves the right to change [PHI +1-210-227-7329 or withdraw specifications without prior notice, [FAX] +1-210-227-4967 [112613] 898 E. HOPKINS PAGE 3 OF 12 2014.03.10 LANDSCAPE PERMIT CUTSHEETS 8 . LACROUXSTREEB TYPE: HOUSING AND MOUNTING ,/min"/Ill Do not install in environments where ambient temperatures exceed 40°C. Transformercompartment andallsplice connections maybe serviced from roomside. Hanger barsincluded with housingsand mounting trays. NON-ICMOUNTING TRAY IC HOUSINGS Iversion depends on system configuration) • For non-IC ceilings •For IC, Airtight, CCEA ceilings • Metal conduit protected wiring and quick- • Chicago Plenum & ASTM E283 Airtight rated PARTS: connect conduit plug between fixture and powersupplyon tray/junction box assembly • Standard Wattage housing for 8007 or 9505 configurations • Hanger bars may be fitted to short or long • Intermediate Wattage housing for 8010 or 9507 configurations side of tray and may be field cut/ narrowed • Maximum Wattage housing for 8013 or 9510 configurations • Minimum 1/2" [13mm] setback from combus- • WARNING: Polycell spray-in foam insulation having rnax R-Value of 40 tible materials on all sidesandtopof tray requires setback of 30 (76mm] from all sides and topof IC housing; and downlight fixture assembly NOTE: Consult factory forspacing requirements foranyinstallations • Minimum 3" [76mml setback from insulation exceeding R-Value of 40 material having max R-Value of 30 on al[ sides / 1. \ STADIBAD 1 -kx and top of trayand downlight fixture assembly; minimum 6" l152mm) from polycell spray-in -WKTTAGE 4 ~PL NI foam insulation having max R-Value of 40 6<\ 74*W - [155mm] , hy- TY te*19.6-mi %2<U» centerline! 7.2'[183mm) [aperture [254mm]\ % - aper ure 16.3 7.56 -4.L t center[Ine} - er [414.m] [192..Ph/7~ '25 1 1,2 ..mm] INTgRMEDIATE k *»Ch ,W*TTAGE 1 8-Phi TETHERED POWER SUPPLY - •For non-IC or remodel ceilings 73 1186mrn] • Mounts withoutconventionat housing using ceiling appliqu6 or collar . ... Mp 7.1 [180mm] [aperture centerlilei • Tethered powersupply/ junction box with metal conduit protected wiring and quick-connect I 25&m] plug between fixture an8 power supply 18.4· [46?mm) • Minimum setback from combustible materials of 6.63" [168mm) radius from fixture centerline; ~WATTAGE 1*L. 11 minimum 3" [76mm] from surfaces of power supply/junction box if not situated within above noted radius from fixture centerline • Minimum 3- 176mm] setback from insulation 9.Ss· «931 material having max R-Value of 30 from any 1229mm] surface of downlight fixture assembly; mini mum 6- [152mm] from polycellspray-in foam insulation having max R-Value of 40 14· T} (356mrnl ' 26.32·' 2 1 669mm1 19.77 [502.m] \ 1, &74 centertine] Bl men lape,ture FLANGE OVERLAY Fixture overlays the ceiling plane. I3.5" /89mm cutout] •Mounting trays and housings accommodate flange overlay installation • Tethered powersupply fixtures use model EDL-ZF ILucifer Lighting n recommends that the edge of the V ceiling cutout be beveled toensure proper fit] 6==jo 32.·/BBrrn-1 1CTI k-362'/92--1 page 2 LUCIPEFI luciferlighting.com ©2013 Lucifer Lighting Company 3750 IH35 North LIGHTING COMPANY AU part ofits policy of continuous research and product San Antorio. Texas 78219 development. the company reserves the right to change (PH}+1-210-227-7329 [112613] or.thdraw specifications without priornotice. {FAX] +1-210-227-4967 898 E. HOPKINS PAGE 4 OF 12 2014.03.10 LANDSCAPE PERMIT CUTSHEETS LACROUXSTREEB TYPE: ORDERING i::4:,1 IC or Non-IC applications use matching fixture and housing Tethered power supply Iremode[1 ACCESSORIES ~ ~ applicationsuse NC fixturewithmatching powersupplyinsteadof housing ADDITIONAL EFFECTS DEVICES Fixture Ex. Model No. Housing Ex. Model No. RM Power Supply Ex. Model No. CL39ZP-NC-W-1-801330-1-S DH-NC-ZF-1-8013-UNIVA PS-LEDX-RM-8013-UNIVA £ AGL-2 Amber Glass Lens O CGL-2 Clear Glass Lens A range of custom RAL. ccor matching and metal plate finishes are also aailable. O FGL-2 Frosted Glass Lens FINISH O HCL-2 Honeycomb Louver PARTS: W M atte White Powder Coat O LSL-2 Linear Spread Lens B Matte Black Powder Coat 0 SGL-2 Spread Lens C Polished Chrome O WTL-2 Warm Tone Lens IG Industriat Gray{Bead Blasted SS) COLOR MG Metaltic Gray Powder Coat TEMPERATURE ··············· ························ SS 8rushed Stainless Steel 27 2700K OPTIC TETHERED POWER SUPPLY FIXTURES ABR Architectura[ Bronze Powder Coat 30 3000K 1 40° Faceted SEALED LENS Fortethered powersupply[remodet] BRP Polished Oil-Rubbed Bronze Plate 35 3500K 2 40°Smooth S Soft Focus installations, select mounting option. BRM Matte Oil-Rubbed Bronze Plate 40 4000K 3 60' Smooth Clear G[ass 0 4 4 0-J O EDL-ZF Flange Overlay Collar DL39ZP·-[2·-[Z>CE]-1 11 1-~-1-1 f ¢ 4 INSTALLATION TYPE CEILING THICKNESS NOMINAL SYSTEM CONFIGURATION IC IC/Airtight/CCEA 1 5/8- 8007 80+ CRI. l OW /700[m [Version depends 2 3/4- 8010 80+CRL UW /100[Im on System Config 3 1 8013 80+CRI, 23W/1300lm see page 2] 4 1-1/4 9505 95+CRI. 11W/500lm 5 1-1/2- 9507 95+CRI. 16W/700lm NC Non-IC orRemodel 6 1-3/4 9510 95+ CRI. 23* /1000[m 1 1 kil DH-1-1-1-ZF-1 -r--1-1--1- F-1 4 4 FIXTURE FLANGE POWER SUPPLY ZF Flange Overlay 12T 120V Electronic, Triac t UNIVA 120V-277V Electronic, Analog O-10, Dim and Non-Dir 't 12L2 t20V Electronic. Lutron 2 Wire Hi-Lume A 'tt UNIVL3 120V-277V Electronic. Lutron 3 Wire Hi-Lume A *tt t Not for 9505 or 9507 system con fjgurations. tt Not for8007 system configuration. Tethered power supply specification· PS-LEDX-RM- 1------1 - [2~3 ~ 'rtt Not for 9505 system con figurat"n. LUTRON PRODUCTS C0MPATI8 ILITY Measured Light Output Range with at[ listedi Is 100% - 1% Powersupp[y UNIVL3 Fixtures Per Control , Powersupply 1212 Fixture5 Per Control Product Family 120V Part No. 277V Part No. 120V ~277V · Product Family Part No. I{120]VOnly) NovaT® NTF-10- NTF-10-277- 1 -41 1 -44 NovaT® NT_V-600-CPN0199 1 -8 NTF-103P- NTF-103P-277 1-20 1-33 Maestro Wireless® MRF2-6ND-120 1-8 Nova® NF-10- AF-IC-277 1 -41 1 -44 Rad, oRA® 2 1000W RRD-10ND 1-13 NF-103P- AF-103P-277 1-20 1-33 RadioRA 2 adaptive RRD-bNA 1-8 Vareo® VF-10- 1-20 -- dimmer Skylark® SF-loP- SF-12P-277 1-20 1-33 RadioRA 600W RA-6N3 1-8 SF-103P- SF-12P-277-3 1-20 1-33 : Rad i o RA 1000W RA-10ND 1-13 Diva® DVF-103P- DVF-103P-277- 1-20 1-33 HomeWorks® OS HORD-6ND 1-8 DVSCE-103P DVSCE-103P-277 1-20 1-33 60OW [LEDI Ariadn® AYE-103P AYF-103P-277- 1-20 1 -44 HomeWorks OS HORD-10ND 1-13 Vierti® VTF-6A- 1-15 1 - 33 100OW [LEDI Maestro® MAF-6AM- MANAM-277- 1-15 1-33 HomeWorks GIS HORD-6NA 1 -8 MSCF-6AM MSCF-6AM-277- 1-15 1 - 33 adaptive dimmer Maestro Wiretess® MRF2-FAAN-DV- 1-15 1 -33 HomeWorks QSWPM [LED! HORJ-WPM-ED-120 1 - 101peroutpull RadioTouch® RTA-RX-F- 1-41 1 -99 Hon,Works 600W di m me r HRD-6N D 1-8 Spacer System® SPSF-6A- SPSF-6A-277- 1-15 1 - 33 HomeWorks 1 (DOW dimrner HWD-l OND, HRD-1 DN D 1-13 SPSF-6AM- SPSF-6AM-277 1-15 1 - 33 HomeWorks WPM HWI-WPM-60-120 1 - 10 (Deroutputl Lyneo® Lx LXF-103PL LXF-103PL-277 1-20 1 - 33 GRAFIK EYE® QS QSGR-, QSGRJ- 1 - 10 [per outputl RadioRA® 2 RRD-FdAN-DV 1-15 1-33 Ifluorescent] HorneWorks® OS HQRD-F6AN-DV 1-15 1-33 GRAFIKEYE 3000 GRX-3100, GRX-3500 1 - 10 Iperoutpull Interfaces PHPM-30 |PHPM-3F-DV 1-41 1 -88 (fluorescent) GRX-FDBI-16A 1-41 1-89 RPM-4U module, (LCP, HW-RPM-4U-120, 1 - 26 Iperoutputl HomeWorks, GRAFIK LP-RPM-40-120 Pow Pak™ RMJ-EC032-DV-B ~ 32 per EcoSystem link Systems. Quanturn®] with Ecosystem RPM-4A module. [LCP, HW-RPM-4A-120, 1 - 13 (Peroutputl Energi Savr Node™ QSN-l ECO-S QSN-2ECO-S 63 per EcoSystem link HomeWorks. GRAFIK LP-RPM-4A-120 Systems, Quantuml ILEDi with EcoSystem GRAFIK Eye® 06 QSG-_P 120 64 per EcoSystem link GP panels [LCP, Various 1-26 HomeWorks, GRAFIK vwth Eco System Systems. Quantum Quantum® Various 64 Der Er,Syster link Stanza® SZ-6ND 1-8 page 3 LUCIPEFI lucifertighting.com ©2013 Lucifer· Lighting Company 37501H35 North LIGHTING COMPANY As part of its policy of continuous research and product San Antonio. Texas 78219 development, the company reserves the rightto change [PH]+1-210-227-7329 or withdraw specifications without prior notice. [FAX] +1-210-227-4967 [112613] 898 E. HOPKINS PAGE 5 OF 12 2014.03.10 LANDSCAPE PERMIT CUTSHEETS DL39ZP [LEDX] 4 LACROUXSTREEB TYPE: PHOTOMETRICS Ii:i:,1 DL39ZP: Nominal 80+CRI, 3000K, 14W, 1000 lumen package, soft focus lens, 517 detivered lumens. C 1 40° faceted optic. Refer to website for additionalphotometry, if available. \ \1:21 / }/,OA / i..·r2(1 LUMENS ANGLE ALONG 22.5 45 67.5 ACROSS ACROSS - 0 1300 1300 1300 1300 1300 PARTS: 45 --~ 5 1268 1272 1272 1268 1266 119 ALONG - - - -~ 10 1148 1153 1150 1143 1136 1 1 00 15 915 922 916 912 906 243 20 559 574 586 570 561 25 241 259 284 266 261 126 30 70 79 101 91 90 1• 0 35 23 23 30 32 35 22 40 11 11 10 13 15 45 7 7 6 7 8 5 50 5 3 4 4 5 7110 55 322322 60 1 1 1 1 0 65 1 0 0 0 0 0 70 0 0 0 0 1 75 0 0 0 0 0 0 80 0 0 0 0 0 1650 85 0 0 0 0 0 0 90 00000 DL39ZP: Nominal 80+CRI, 3000K, 23W, 1300 lumen package, soft focus lens, 726 delivered lumens. 40° faceted optic. Refer to website for additional photometry, if available. ANGLE ALONG 22.5 45 67.5 ACROSS LUMENS ACPOS:- li 0 1812 1812 1812 1812 1812 45 -- 5 1769 1775 1774 1768 1765 166 A T,ONG - - - - 10 1604 1611 1605 1597 1587 15 1282 1287 1283 1279 1270 341 20 788 805 825 804 790 25 340 369 398 375 369 177 30 99 113 141 128 129 35 33 34 42 45 51 31 40 16 15 16 19 23 45 10 9 8 10 11 8 50 6 6 4 6 7 55 3 3 2 3 4 3 1000 60 1 1 1 1 2 65 100111 70 1 1 0 0 0 75 0 0 0 0 0 0 80 0 0 0 0 0 =120 85 0 0 0 0 0 0 90 0 0 0 0 0 1 - 'C page 4 LUCIPEFI luciferlighting.com ©2013 Lucifer Lighting Company 3750 IH35 North LIGHTING COMPANY As part of its policy of continuous research and product San Antonio, Texas 78219 development, the Company reserves the right to change [PH) +1-210-227-7329 or withdraw specifications without priornotice. [FAX] +1-210-227-4967 (112613] 898 E. HOPKINS PAGE 6 OF 12 2014.03.10 LANDSCAPE PERMIT CUTSHEETS DL39ZP [LEDX] . 4 LACROUXSTREEB TYPE' KICHLER D10 5*,le lf, live !31-» Outdoor Wall 1Lt Fluorescent PARTS' Procklct Description: 10922AZ (Architectural Bronze) Contemporary st>ling in an Architectural Bronze finish and smoked Urnber glass make fora sleek energyeffident outdoor light 1 light, 100 watt max Vvidth r. 1 EMension 12", Height from center of wall opening 5 12". UL listed for wet location. Dart< skycompliant panels induded. U.S. Patent Pending. WI m Technical Information Lamp Induded Aduded r Weight: 3.15LBS Gass Description: SMOKED ANBER ' Extension: 5.25 Safe4 Rated: V\,bt HaA/O 6 Base Backplate 7'~X12" Enerm, Emcient Yes Title 24: Yes [kil Moulit: No Clark Sky. Yes -- -- Notes: Dark skypanels induded. Project Ught Source: Fluorescent Type Wnber of Bulbs: 1 Lamp Type Ordering # Max Watt NLS13GUVM 13W Comments Widthr r Height: 12" Oierall Height: Finish- Architectural Bro,=2 898 E. HOPKINS PAGE 7 OF 12 2014.03.10 LANDSCAPE PERMIT CUTSHEETS . LACROUXSTREEB TYPE: EXT1 BELVEDERE CLOVE - Specification Sheet by Antonio Citterio with Toan Nguyen,2007 Mounting PARTS: Lamp (Bulb) Description 1W35OmAPower LED Environment Outdoor ~ Finish Dark Brown . Technical and Product Device for exterior lighting with protection degree IP55 thoughtfor Description situations that require astrongly detailed light withanadjustable projector : orwith lightingareasofacertains Tze,such as car parksorexternal : residential areas. Available instick version or with double orsinglehead. Installation on floor through the choice of specific accessories possible. Dischargelamps G1235W (excluded). The main components are made of low-copper-content aluminium alloy on which sorne galvanic treatments to protectagainsts'line aggression have been applied. Other important features are the presence of a watertight box IP 68, with anti-humiditygel toconnectto the powersupply, apart from the watertightcablegland. Insu!*onciass 1.Electronicballastis included. Electrical Emergency Without O FU094O26 Brown Switching Physical Dimensions Supply Cord length (inches) Construction material Aluminum Weight lbs 5.4" 8 T 5.4" Certifications Lamping (Bulbs) 1W 350 mA Power LED .e. 898 E. HOPKINS PAGE 8 OF 12 2014.03,10 LANDSCAPE PERMIT CUTSHEETS 0 LACROUXSTREEB TYPE auroratlfght + Ml CAT #: LSL2 LIFETIME LIGHnNG SOLUTIONS GUARANTEED LSL2 KENTIA PARTS: =. 9,¢41 The Kentiaisa compact low-energy LED spotlight machined from solid bar stock. Artistic styling and precise machining makethis fixture attractive and functional. interchangeable 12 VOLT optics allow the designer to efficiently utilize light output liarn e . 404 addresses the need for thermal management head on. Tian5form~ by focusing it direct!yon the subject. Engineered primarily ./ /8quired k as a heat sink for the HUgh Flux LED array. the Kentia The exceptional thermal conductivity of brass or copper construction together with the finned design provides . excellent convection to the exterior environment. The Kentia has an integral LED driver that allows it to operate on standard 12 volt systems with no additional hardware needed. The newly re-designed Kentia, while not intended for submerged applications, is engineered to IP 68 standards protecting against water intrusion. Testing at the factory by total submersion virtually guarantees 61/ that the lumfnarre and all its internal components will 155mm remain protected from moisture regardless of mounting orientation. The new Kentia's light output has increased «U by 100%. 5Om. El ORDERING GUIDE: LSL2 LCLED) SLCSPOTLIGHT} 2{SEHIES} MATERIALS OPTICS LED MOUNTS FINISHES EXAMPLE O l._-,~ LSLZ-CU-N·CIA/.T/M-BLP [BR]BRASS [NI NARROW 10 [WW] WAR M WHITiE 2900K [WS] GROUND STAKE [NAT] NATURAL [Cul COPPER [M] MEDIUM 25 [CW! COIL WHITE 5700K [1/21 1/2 MALE THREAD [BLP] BRONZE LIVING PATINA [WI WIDE 40 [T/M] TRELLIS MOUNT !4/0] 4 SURFACE MOUNT [T/S]TREESTRAPor T/SHD [S/B] SPLICE BOX [J/B] 5- J 'OX MOUNT [T/RI TRIDENT SPIKE 6-, 9- 0, 12· i 1/2·· sm c/p ./M 4/0 T/S % IP/Sl POWER STAKE 120.-1. [9X18] TELESCOPIC RISER* IC/P] COVER PLATE ' m A Or':- 8 1 ]Il' It **Also available in 5x10,7*14 & 11*22 1~ Ul 9*18 G/S T/11 ./ SPECIFICATIONS Light Source High-brightness LED CRI 80 Typical LED Life (1701 50,000 hours average* Lens. Flat Pyrex Glass Input Voltage 11 to 15V AC or DC Optic: Optical Grade PMMA TIR Reflector Current Rating 350ma (0.35 Amps) Material Machined Brass and or Copper with Stainless hardware Walts 3.6W Mounting. AMP IAurora Mount System) Colof Temperature 2900 CCT (K) Typical [WW] Operating Temperature: -31 to 124F (-35 to 51C) iTTS Color Temperature 5600 CCT (K) Typical [CW] Ce, U ficalion· UL Listed to standard 1838 •LED hle ia detined asthetimet'70% lumen maintenance '70} CARLSBAD, CA I PHONE 877 942 1179 I FAX 760 931 2916 I EMAIL SALES@AURORALIGHT.COM I AURORALIGHT.COM Inacontinuingproductimprovele. program Auroralightreservestheright/modify'.ducispecificationswithoutriotification.©201. Auroralight. Inc 0610/Ell 7 898 E. HOPKINS PAGE 9 OF 12 2014.03.10 LANDSCAPE PERMIT CUTSHEETS .. ."k... 0 LACROUXSTREEB TYPE: Fi ~ DOUBLE-IMPACT® E-2 ISL-2-ALED SL2 RECESSED LUMINAIRE PROVISIONAL DESCRIPTION .......................... A General PARTS: Regressed LED with rectangularaperture for low glare, energy efficient, path, step e--1 andaccent lighting, suitable fordryorwet, 0 interior orexteriorapplications . T - r-G B Special Features ~ 0 Dimmable 4.5W ACLED Idimming by ~ 3 27 83mm - power supply]; LED/heat-sink module is T- replaceable 2 75 C Effects Devices 170 70mm Provided with sealed spread lens; consult 43mm factory for availability of color gets which /,U// mayachieve custom colortemperatures , 1 / t.e D Mounting , Optimum 18" [457mm) above watkjng 428" 109mm | k-1 61·41 mm-~ surface 8-Il 125 E Retention 3mm Torsion spring clips secure fitting into mounting collarorappropriatelysized cut-out; additional set screws included - 1- with locking version TECHNICAL CONSTRUCTION LED Cast 316 stainlesssteelorbronze depending on finish The standard 4.5W AC LED is avallable in color temperatures of 2700K, 3000Kand 4000K. 83+ CRI, ELECTRICAL 32+ lm/watt. Average rated lamp life of 50,000+ hours. The system requiresa remote driver assembly Imay be specified for use with manufacturer's PSA-60-12H LISTING dimmable powersupplywith hardwiretransformeror Listing pending for dry/dampand wet locations, IP65 rated PSA-60-12P plug-in transformer, each order separatelyl. The powersupplymay be installed up to 40' [12.2m] from WARRANTY the luminaires. Each power supply is capable of powering Three year warrantyon LED lamp moduleanddriver. up to 13 luminaires. See page 3 for AC powersupplies. One year warranty on alt other Lucifer Lighting provided system components. Consult website for full warranty MOUNTING termsandconditions. See page 2 formountingoptions. ORDERING INFORMATION (fitting] Example: ISL-2-ALED-3K-NBR-NL ~SERIES OLOR TEMP C N ISH CKING ISL-2-ALED 2.7K 2700K W White Powdercoal NL Non-Locking 3K 3000K B Black Powdercoat L Locking 4K 4000K C Chrome CK Custom Color (Ge[) IG Industrial Gray MG Metallic Gray Powdercoat NBR Natural Bronze SS Brushed Stain[ess Steel BR Brushed Bronze ABR Architectural Bronze Powdercoat BRP Pot,shed 01[-Rubbed Bronze Plate BRM Matte 0,[-Rubbed Bronze Plate pagel LUCIPEFI luciferlighting.com ©2013 Lu~ifer Lighting Company 3750 IH35 North LIGHTING COMPANY As part of its poticy of continuous research and product San Antonior Texas 78219 development, the company reservesthe right to change (PH] +1-210-227-7329 or withdraw speci f ications without prior notice. [FAXI +1-210-227-4967 [072613] 898 E. HOPKINS PAGE 10 OF 12 2014.03.10 LANDSCAPE PERMIT CUTSHEETS ISL-2-ALED . 0 LACROUXSTREEB TYPE: 21 DOUBLE-IMPACT® 9.7 MOUNTING OPTIONS SL2 DESCRIPTION Double-Impact may be mounted with PARTS SSL-2-MP mounting plate, directly into 20 18mm drywall/ plasterboard with remodel collar SSL-2-RM,or mounted directlyinto a cavity or bore with cavity collar SSL-2-CC. 418' 106mm ~\ ~ Mounting plate and collars are constructed 2 49 of steeland aluminum. 63mm -«4 fk 1 SSL-2-RM 4 18- 106mm j / ~ ~<12(F /Ag 244 62mm 2 44" 1 0 / 0 0 / I I I I SSL-2-MP SSL-2-CC ORDERING INFORMATION (mounting) OUNTING OPTION · SSL-2-MP Mounting Plate S5L-2-RM Remodel Collar (for mount in drywaLL] SSL-2-CC Cavity Collar Nor mount in bore, screw-inorgtue-in 1 page 2 LUCIFER luciferlightin g.corn ©2013 Lucifer Lighting Company 3750 IH35 North LIGHTING COMPANY As part of its policy of continuous research and product San Antonio, Texas 78219 development, the company reserves the right to change [PH]+1-210-227-7329 or withdraw specifications without prior notle. [FAX] +1-210-227-4967 [072613] 898 E. HOPKINS PAGE 11 OF 12 2014.03.10 LANDSCAPE PERMIT CUTSHEETS .. 41 .0 LACROUXSTREEB TYPE: POWERSUPPLYOPTIONS .... PSA-60-12P PSA-60-12P SL2 Power supply for plug-inapplications, Class 11 120V primary, 12V secondary, 60W capacity electronic transformer[nondimmablel. T 71m PARTS: 1 An~ 24tnrY 46mm PSA-60-12H PSA-60-12H Dimmable powersupply for hardwire applications. Consists of a stee[compartment with integral conventional Class Il 120V primary, 12V secondary, 60W capacityelectronic transformerand integral terminal ~ ' ~ --~1 - - 206mrn block. 13 luminaires maybe wired to anyone power supply with a maximum of 6 perchannel [A or B], in 2|3 k - - ' \ e~ther a home run orparalle[ method. 58mm 1 »94 0 0%-3-21.------ ---py 11/0, ~ (1.<S-14:. --...; :····..92 7 1 u\ -,.5.tki->p :cit.. 3.1 I Transformer pft.frw.7mrn PSA-DB PSA-DB Non-powered distribution box recommended forpower managementif plug-in power supply is chosen. Steel compartment includes integral terminal block. 13 luminaires may be wired to anyone powersupply, with a maximum of 6 perchannel [A or B),in eithera home run or parallet method. 2\\1 4.0 -1 102 mlk<~~~~~~55~~T02-m ORDERING INFORMATION (power supply) 1 1 1WER SUPPLY OPTION PSA-60-12P Plug-in transforrner [non dimmablel PSA-60-12H Dimmabte power supply with hardwire transforrner PSA-DB Distribution box for use with peug-in transformer page 3 LUCIPEFI luciferlighting.corn ©2013 Lucifer Lighting Company 3750 IH35 North LIGHTNG COMPANY As part of its policy 01 continuous research and product San Antonio, Texas 78219 development, the company reserves the right to change [PH] +1-210-227-7329 orwithdraw specifications without priornotice. [FAX]+1-210-227-4967 [072613] 898 E. HOPKINS PAGE 12 OF 12 2014.03.10 LANDSCAPE PERMIT CUTSHEETS PROFORMA TITLE REPORT SCHEDULE A 1. Effective Date: March 24,2014 at 8:00 AM Case No. PCT24006W 2. Policy or Policies to be issued: Proposed Insured: 898 EAST HOPKINS LLC AN OHIO LIMITED LIABILITY COMPANY 3. Title to the FEE SIMPLE estate or interest in the land described or referred to in this Commitment is at the effective date hereof vested in: 898 EAST HOPKINS LLC AN OHIO LIMITED LIABILITY COMPANY 4. The land referred to in this Commitment is situated in the County of PITKIN State of COLORADO and is described as follows: See Attached Exhibit "A" PITKIN COUNTY TITLE, INC. 601 E. HOPKINS, ASPEN, CO. 81611 970-925-1766 Phone/970-925-6527 Fax 877-217-3158 Toll Free AUTHORIZED AGENT Countersigned: fg~r,7 ~&0213))13:, RECEIVED MAR 9 6 2014 CH Y OF ASPEN :OMMIINITY DEVELOPMEN1 t . EXHIBIT "A" LEGAL DESCRIPTION A lot being the West 45 feet of West End Street adjacent to Lot S, Block 27, East Aspen Addition, more particularly described as follows: Beginning at the North corner of Lot S, Block 27, East Aspen Addition; thence South 75°09'11" East 45.00 feet, thence South 14°49'50" West 100.00 feet; thence North 75°09'11" West 45.00 feet; thence North 14°49'50" East 100.00 feet, which line is the East Lot Line of Lot S, Block 27, East Aspen Addition, to the place of beginning. RECEIVED MAR 2 6 7014 CITY 01 A:>FEN COUMI INIT¥ f.'FVF! OPUFAr SCHEDULE B - SECTION 1 REQUIREMENTS THIS REPORT IS FURNISHED FOR INFORMATIONAL PURPOSES ONLY, IT IS NOT A CONTRACT TO ISSUE TITLE INSURANCE AND SHALL NOT BE CONSTRUED AS SUCH. IN THE EVENT A PROPOSED INSURED IS NAMED THE COMPANY HEREBY RESERVES THE RIGHT TO MAKE ADDITIONAL REQUIREMENTS AND/OR EXCEPTIONS AS DEEMED NECESSARY. THE RECIPIENT OF THIS INFORMATIONAL REPORT HEREBY AGREES THAT THE COMPANY HAS ISSUED THIS REPORT BY THEIR REQUEST AND ALTHOUGH WE BELIEVE ALL INFORMATION CONTAINED HEREIN IS ACCURATE AND CORRECT, THE COMPANY SHALL NOT BE CHARGED WITH ANY FINANCIAL LIABILITY SHOULD THAT PROVE TO BE INCORRECT AND THE COMPANY IS NOT OBLIGATED TO ISSUE ANY POLICIES OF TITLE INSURANCE RECEIVED MAR 2 6 2014 CITY OF ASPEN COMMIINITY DEVELOPMEN1 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, any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed 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 assessment, charge or lien imposed for water or sewer service or for any other special taxing district. 7. Reservations and exceptions as contained in the United States Patent recorded in Book 185 at Page 69. 8. Encroachments and all matters as disclosed by Survey of Jerome Gamba & Associates, Inc. dated December 27, 2001 as Job No. 00186-01. RECEIVED MAR 2 6 2014 Cll Y OF ASPEN COMMIINITY DEVELOPMEN1 , PITKIN COUNTY TITLE, INC. 601 E. HOPKINS, THIRD FLOOR ASPEN, CO 81611 970-925-1766/970-925-6527 FAX TOLL FREE 877-217-3158 WIRING INSTRUCTIONS FOR ALL TRANSACTIONS REGARDING THE CLOSING OF THIS FILE ARE AS FOLLOWS: ALPINE BANK-ASPEN 600 E. HOPKINS AVE. ASPEN, CO. 81611 ABA ROUTING NO. 102103407 FOR CREDIT TO: PITKIN COUNTY TITLE, INC., ESCROW ACCOUNT ACCOUNT NO. 2021 012 333 REFERENCE:PCT24006W/898 EAST HOPKINS LLC AN OHIO LIMITED LIABILITY COMPANY RECEIVED MAR 2 6 2014 CITY OF ASPEN COMMI INITY DEVELOPME,11 I , .' Commitment for Title Insurance Fidelity National Title Insurance Company A Stock Company COMMITMENT FOR TITLE INSURANCE FIDELITY NATIONALTITLE INSURANCE COMPANY, a Corporation, herein calledthe Company, for valuable consideration, hereby commits to issue its policy or polides 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 therefore; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This 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 Commitment 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 policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault ofthe Company. This Commitment shall not be valid or binding untilcountersigned 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 Dat&." ~ 601 E. Hopkins Ave. ird Floor Aspen, Colorado 81611 Fidelity National Title Insurance Company 970-925-1766/970-925-6527 Fax 877.2 17-3158 ToU Free '91</ bu +34¢3 f President ~__~·/~ ATTEST 1 1...?4 Countenigned ug, U,/v- v RECENtu Authi d dkgnature 223 MAR 1 7 2014 TV OF ASPEN C1 hr.MiliNfrY DEVtLOPM[NT FORM 27-83-66 (9/94) ALTA COMMITMENT - 1966 Valid Only if Schedule'A and B are Attached The conditions ol this commitment require thal the premium and charges be paid prior to the issuance of the title polky(sh Therefore, no polky(§) will be i=ued until the charges have been remitted to the issuing agent. CONDInONS AND STIPULATIONS 1. Theterm"mortgage",when used herein,shall include deedof 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 Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability forany loss or damage resulting from anyact of reliance hereon tothe extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclosesuch knowledgetotheCompany, orif theCompanyotherwiseacquiresactualknowledge of anysuch defect, lien, encumbrance, adverse claimorother matter, the Company at its option mayamend Schedule Bof this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. 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 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 of 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 committed for and such liability is subject to the insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of policy or policies committed for in favor of the proposed Jnsured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Anyclaim of loss ordamage, whetherornot basedon negligence, and whicharisesoutof thestatusof the title to the estate or interest or the lien of theinsured mortgagecovered herebyoranyaction asserting such claim, shall be restricted to the provisions and Conditions and Stipulations of the Commitment. RECEIVED MAR 1 7 2014 PEN CITY OF AS COMMIINITY DEVELOPMENT 1-1 Commitment for Title Insurance Fidelity National Title Insurance Company A Stock Con:pany COMMITMENT FOR TITLE INSURANCE FIDELITY NATIONAL TITLE INSURANCE COM PANY, a Corporation, herein calledthe Company,for valuable 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 landdescribed or referred to in Schedule A, upon paymentof the premiumsand charges therefore; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This 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 Commitment 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 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 tobesignedandsealed, 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." Pitkin County Title, Inc. Aspen, Colorado 81611 Fidelity National Title Insurance Company 970.925-1766/970-925-6527 Fix 877-217-3158 Toll Free -6 BY r./lr 22 f ~SEAL)* President 1 1 *.- rq ¥\~_»~ ATTEST 1 AIM! A Countersigned VI V- - .'•00"'~ v Aut d gnature RECEiVED MAR 1 7 2014 .CITY-OF ASPEN FORM 27-83-66 (9/94) ALTA COMMITMENT - 1966 Valid Only if Schedule A aM(ti»tm~IW1300[OPMENT The conditions ol this commitment require that the premium and charges be paid prio, to the imuance of the title polk,(i). Therefore, no policy(,) will be 6sued until the charges have been remitted to the isiuing agent. e COMMITMENT FOR TITLE INSURANCE SCHEDULE A 1. Effective Date: December 6,2001 at 8:00 AM Case No. PCT16633F 2. Policy or Policies to be issued: (a) ALTA Owner's Policy-Form 1992 Amount$ 5,000,000.00 Premium$ 4,272.00 Proposed Insured: Rate: Re-Issue JON DIAMOND (b) ALTA Loan Policy-Form 1992 Amount$ 0.00 Premium$ 0.00 Proposed Insured: Rate: Tax Certificate: $10.00 3. Title to the FEE SIMPLE estate or interest in the land described or referred to in this Commitment is at the effective date hereof vested in: JEFFREY J. KUKES, TRUSTEE FBO JEFFREY KUKES LIVING TRUST U/A/D 7/20/79, AS AMENDED 4. The land referred to in this Commitment is situated in the County of PITKIN State of COLORADO and is described as follows: See Attached Exhibit "A" PITKIN COUNTY TITLE, INC. Schedule A-PG.1 601 E. HOPKINS This Commitment is invalid ASPEN, CO. 81611 unless the Insuring 970-925-1766 Provisions and Schedules 970-925-6527 FAX A and B are attached. AUTHORIZED AGENT RECEIVED MAR 1 7 70' 4 CITY OF ASPEN COMMUNITY DEVELOPMENT EXHIBIT "A" LEGAL DESCRIPTION A lot being the West 45 feet of West End Street adjacent to Lot S, Block 27, East Aspen Addition, more particularly described as follows: Beginning at the North corner of Lot S, Block 27, East Aspen Addition; thence South 75°09'11 n East 45.00 feet; thence South 14°49'50" West 100.00 feet; thence North 75°09'11 " West 45.00 feet; thence North 14°49'50" East 100.00 feet, which line is the East Lot Line of Lot S, Block 27, East Aspen Addition, to the place of beginning. RECEIVED MAR 1 1 2014 CITY OF ASPEN COINAUH\TY DEVELOPMENT t.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: 1. Deed executed by the Trustees of the JEFFREY J. KUKES, TRUSTEE FBO JEFFREY KUKES LIVING TRUST UIND 7/20179, AS AMENDED To: JON DIAMOND 2. Duly executed Trust Affidavit for JEFFREY KUKES LIVING TRUST U/A/D 7/20/79, a trust, disclosing the name of the trust, and the names and addresses of the trustees empowered to act pursuant to '73 CRS 38-30-166, as amended. 3. Delivery to the Company of an executed copy of the Trust Agreement for JEFFREY KUKES LIVING TRUST U/A/D 7/20/79 for inspection and approval prior to issuing any policies. Subject to any additional requirements deemed necessary by the Company upon review of said Trust Agreement. 4. Evidence satisfactory to the Company that the Real Estate Transfer Tax as established by Ordinance No, 20 (Series of 1979) and Ordinance No. 13 (Series of 1990) has been paid or exempted. 5. Certificate of nonforeign status executed by the transferor(s). (This instrument is not required to be recorded) 6. Completion of Form DR 1079 regarding the witholding of Colorado Tax on the sale by certain persons, corporations and firms selling Real Property in the State of Colorado. (This instrument is not required to be recorded) nECEIVED MAR 1 7 7014 CITY OF ASPEN COMMUNITY DEVELOPMEN1 SCHEDULE B SECTION 2 EXCEPTIONS The policy or policies to be issued will contain exceptjons 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, any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed 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 assessment, charge or lien imposed for water or sewer service or for any other special taxing district. 7. Reservations and exceptions as contained in the United States Patent recorded in Book 185 at Page 69, 8. Encroachments and all matters as disclosed by Survey of Jerome Gamba & Associates, Inc. dated July 10,1998 as Job No. 98723. RECEIVED MAR 1 7 2014 CITY OF ASPEN COMMI}NITY DEVELOPMEN1 ENDORSE,vIENT SCHEDULE FOR OWNLAS POLICY ATTACHED TO AND BECOMING A PART OF CASE NO: PCT16633F SELLER: JEFFREY J. KUKES, TRUSTEE FBO JEFFREY KUKES LIVING TRUST U/A/D 7/20/79, AS AMENDED BUYER: JON DIAMOND The following endorsements will be issued in connection with the Policy to be issued hereunder as referenced above: ENDORSEMENTS: NONE REQUESTED For a fee of: $ Exceptions Numbered 1, 2, 3 and 4 will be deleted from the final Title Policy, upon compliance with the requirements set forth below. Exception Number 5 is automatically deleted upon recordation of the documents called for on the requirement page of this commitment. THE FEE FOR DELETING EXCEPTIONS 1 THRU 4 OR ANY PREPRINTED EXCEPTION IS: $30.00 Exception Number 6 will be amended to read: Taxes for the current year not yet due or payable, upon evidence satisfactory that the Taxes for the prior year(s) have been paid. NOTE: A satisfactory affidavit and agreement indemnifying the Company against unfiled mechanic's and materialmens liens, executed by the seller and any additional parties deemed necessary by the Company. The company hereby reserves the right to make additional requirements as may be deemed necessary in the event additional facts regarding development, construction or other building or work are disclosed to the company that may fall within any lien period as defined in the Statues of the State of Colorado, and may result in additional premiums and/or fees for such coverage. NOTE: A current survey, certified by a Registered Colorado Land Surveyor must be delivered to, approved and retained by the Company for Deletion of Printed Exception No. 3. (NOT REQUIRED FOR CONDOMINIUM OR TOWNHOME UNITS) ADDITIONAL INFORMATION AND DISCLOSURES 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, il any, required under Schedule B-Section 1. (2) Water rights, claims or title to water. (NOTE: THIS EXCEPTION WILL APPEAR ON THE OWNER'S AND MORTGAGE POLICY TO BE ISSUED HEREUNDER) Pursuant to Insurance Regulation 89-2 NOTE: Each title entity shall notify in writing every prospective insured in an owner's title insurance policy for a single family residence (including a condominium or townhouse unit) (i) of that title entity's general requirements for the deletion of an exception or exclusion to coverage relating to unfiled mechanics or materialmens liens, except when said coverage or insurance is extended to the insured under the terms of the policy. A satisfactory affidavit and agreement indemnifying the Company against unfiled mechanics' and/or Materialmen's Liens executed by the persons indicated in the attached copy of said affidavit must be furnished to the Company. Upon receipt of these items and any others requirements to be specified by the Company upon request, Pre-printed Item Number 4 may be deleted from the Owner's policy when issued. Please contact the Company for further information. Notwithstanding the foregoing, nothing contained in this Paragraph shall be deemed to impose any requirement upon any title insurer to provide mechanics or materialmens lien coverage. NOTE: If the Company conducts the owners or loan closing under circumstances where it is responsible for the recording or filing of legal documents from said transaction, the Company will be deemed to have provided "Gap Coverage". Pursuant to Senate Bill 91-14 (CRS 10-11-122) (a) The Subject Real Property may be located in a Special Taxing District; (b) A Certificate of Taxes Due listing each taxing jurisdiction may be obtained form the Counly treasurer of the County Treasurer's Authorized Agent; (c) Information regarding Special Districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. NOTE: A tax Certificate will be ordered from the County Treasurer by the Company and the costs thereof charged to the proposed insured unless written instruction to the contrary are received by the company prior to the issuance of the Title Policy anticipated by this Commitment. Pursuant to House Bill 01-1088 (CRS 10-11-123) If Schedule B of your commitment for an Owner's Title Policy reflects an exception for mineral interests or leases, pursuant to CRS 10-11-123 (HB 01-1088), this is to advise: (a) There there is recorded evidence that a mineral estate has been severed, leased or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals or geothermal energy in the property and (b) That such mineral estate may include the right to enter and use the property without the surface owners' permission. This commitment is invalid unless Schedule B-Section 2 the Insuring Provisions and Schedu[es Commitment No. PCT16633F A and B are attached. PITKIN COUNTY TITLE, INC. 601 E. HOPKINS, THIRD FLOOR ASPEN, CO 81611 970-925-1766/970-925-6527 FAX TOLL FREE 877-217-3158 WIRING INSTRUCTIONS FOR ALL TRANSACTIONS REGARDING THE CLOSING OF THIS FILE ARE AS FOLLOWS: ALPINE BANK-ASPEN 600 E. HOPKINS AVE. ASPEN, CO. 81611 ABA ROUTING NO. 102103407 FOR CREDIT TO: PITKIN COUNTY TITLE, INC., ESCROW ACCOUNT ACCOUNT NO. 2020055778 REFERENCE:PCT16633F/JON DIAMOND . Pitkin County Title, Inc. Privacy Policy We collect nonpublic information about you from the following sources: • Information we receive from you, such as your name, address, telephone number, or social security number; • Information about your transactions with us, our affiliates, or others. We receive this information from your lender, attorney, real estate broker, etc.; and • Information from public records We do not disclose any nonpublic personal information about our customers or former customers to anyone, except as permitted by law. We restrict access to nonpublic personal information about you to those employees who need to know that information to provide the products or services requested by you or your lender. We maintain physical, electronic, and procedural safeguards that company with appropriate federal and state regulations. . Fidelitv National Financial Group of Companies' Privacy Statement July 1, 2001 We recognize and respect the privacy expectations of today's consumers and the requirements of applicable federal and state privacy laws. We believe that making you aware of how we use your non-public personal information ("Personal Information"), and to whom it is disclosed, will form the basis for a relationship of trust between us and the public that we serve. This Privacy Statement provides that explanation. We reserve the right to change this Privacy Statement from time to time consistent with applicable privacy laws. In the course of our business, we may collect Personal Information about you from the following sources: • From applications or other forms we receive from you or your authorized representative; • From your transactions with, or from the services being performed by, us, our affiliates, or others; • From our internet web sites; • From the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates or others; and • From consumer or other reporting agencies. Our Policies Regarding the Protection of the Confidentiality and Security of Your Personal Information We maintain physical, electronic and procedural safeguards to protect your Personal Information from unauthorized access or intrusion. We limit access to the Personal Information only to those employees who need such access in connection with providing products or services to you or for other legitimate business purposes. Our Policies and Practices Regarding the Sharing of Your Personal Information We may share your Personal Information with our affiliates, such as insurance companies, agents, and other real estate settlement service providers. We also may disclose your Personal Information: • to agents, brokers or representatives to provide you with services you have requested; • to third-party contractors or service providers who provide services or perform marketing or other functions on our behalf; and • to others with whom we enter into joint marketing agreements for products or services that we believe you may find of interest. In addition, we will disclose your Personal Information when you direct or give us permission, when we are required by law to do so, or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. One of the important responsibilities of some of our affiliated companies is to record documents in the public domain. Such documents may contain your Personal Information. Right to Access Your Personal Information and Ability To Correct Errors Or Request Changes Or Deletion Certain states afford you the right to access your Personal Information and, under certain circumstances, to find out to whom your Personal Information has been disclosed. Also, certain states afford you the right to request correction, amendment or deletion of your Personal Information. We reserve the right, where permitted by law, to charge a reasonable fee to cover the costs incurred in responding to such requests. All requests must be made in writing to the following address: Privacy Compliance Officer Fidelity National Financial, Inc. 4050 Calle Real, Suite 220 Santa Barbara, CA 93110 Multiple Products or Services If we provide you with more than one financial product or service, you may receive more than one privacy notice from us. We apologize for any inconvenience this may cause you. ~ Permit No. COMMUNITY DEVELOPMENT DEPARTMENT ~~ Homeowner Association Compliance Policy All applications for a building permit within the City of Aspen are required to include a certification of compliance with applicable covenants and homeowner association policies. The certification must be signed by the property owner or Attorney representing the property owner. The following certification shall accompany the application for a permit. Subject Property: el 6 *»7- f-*FF/4 6 A<spril, «3 8 00 C l 1, the pr~ty owner, certify as follows: (pick one) 2''This property is not subject to a homeowners association or other form of private covenant. b U This property is subject to a homeowners association or private covenant and the improvements proposed in this building permit do not require approval by the homeowners association or covenant beneficiary. U This property is subject to a homeowners association or private covenant and the improvements proposed in this buildinApermit have been approved by the homeowners association or covenant beneficiary. Ev~ehq~ of approval is attached. I understand the City of Aspen c~les ~pt interpret, enforce, or manage the applicability, meaning or effect of private covenanwk home*vnel~ association rules or bylaws. I understand that this document is a public document. ~_~ Owner signature: date: 3-1 9-f 7- Owner printed name: RECEIVED or, Attorney signature: date: MAR 2 0 2014 Attorney printed name: COMMUNITY DEVELOPMENT CITY OF ASPEN April, 2013 City of Aspen I 130 S. Galena St. I (970) 920-5090 COMMUNITY DEVELOPMENT DEPARTMENT .. Land Use Review Fee Policy The City of Aspen has established a review fee policy for the processing of land use applications. A flat fee or deposit is collected for land use applications based on the type of application submitted. A flat fee is collected by Community Development for applications which normally take a minimal and predictable amount of staff time to process. Review fees for other City departments reviewing the application (referral departments) will also be collected when necessary. Flat fees are cumulative - meaning an application with multiple flat fees must pay the sum of those flat fees. Flat fees are not refundable. A review fee deposit is collected by Community Development when more extensive staff review is required. Actual staff time spent will be charged against the deposit. Various City staff may also charge their time spent on the case in addition to the case planner. Deposit amounts may be reduced if, in the opinion of the Community Development Director, the project is expected to take significantly less time to process than the deposit indicates. A determination on the deposit amount shall be made during the pre-application conference by the case planner. Hourly billing shall still apply. All applications must include an Agreement to Pav Application Fees. One payment including the deposit for Planning and referral agency fees must be submitted with each land use application, made payable to the City of Aspen. Applications will not be accepted for processing without the required application fee. The Community Development Department shall keep an accurate record of the actual time required for the processing of a land use application requiring a deposit. The City can provide a summary report of fees due at the applicant's request. The applicant will be billed for the additional costs incurred by the City when the processing of an application by the Community Development Department takes more time or expense than is covered by the deposit. Any direct costs attributable to a project review shall be billed to the applicant with no additional administrative charge. In the event the processing of an application takes less time than provided for by the deposit, the department shall refund the unused portion of the deposited fee to the applicant. Fees shall be due regardless of whether an applicant receives approval. Unless otherwise combined by the Director for simplicity of billing, all applications for conceptual, final, and recordation of approval documents shall be handled as individual cases for the purposes of billing. Upon conceptual approval all billing shall be reconciled and all past due invoices shall be paid prior to the Director accepting an application for final review. Final review shall require a new deposit at the rate in effect at the time of final application submission. Upon final approval all billing shall again be reconciled prior to the Director accepting an application for review of technical documents for recordation. The Community Development Director may cease processing of a land use application for which an unpaid invoice is 30 or more days past due. Unpaid invoices of 90 or more days past due may be assessed a late fee of 1.75% per month. An unpaid invoice of 120 days or more may be subject to additional actions as may be assigned by the Municipal Court Judge. All payment information is public domain. All invoices shall be paid prior to issuance of a Development Order or recordation of development agreements and plats. The City will not accept a building permit for a property until all invoices are paid in full. For permits already accepted, an unpaid invoice of 90 or more days may result in cessation of building permit processing or issuance of a stop work order until full payment is made. The property owner of record is the party responsible for payment of all costs associated with a land use application for the property. Any secondary agreement between a property owner and an applicant representing the owner (e.g. a contract purchaser) regarding payment of fees is solely between those private parties. RECEIVED ' M An 1 7 7011 November, 2011 City of Aspen I 130 S. Galena St. I (970) 920-5090 ull Y ur Aort:IN COMMUNITY DEVELOPMENT % PERMIT LIGHTING TABLE OF CONTENTS LP1.A LIGHTING NOTES & LEGENDS /61-6 <,l'.- 981·+Dut Es EP-ke rn,~ir-nr-,irper. irni, 9 LP1.0A EXTERIOR LIGHTING PLAN LP1.OB EXTERIOR LIGHTING PLAN 21 1 101 INGLUDED IN S'uE?/C i.,- CO Z LIGHTING GENERAL NOTES ht GENERAL AND ELECTRICAL CONTRACTORS SHALL REFER TO LIGHT,ING DESIGN SPECIFICATION NOTES LIGH TING 0-8 SPECIFICATIONS, AND SPECIFICATION CUTSHEETS ISSUED ALONG WITH THESE LIGHTnG PLANS. O -g GENERAL AND ELECTRICAL CONTRACTORS SHALL ENSURE THAT ALL WORK COMPLETED IS N COMPLIANCE mr}1 Im NATIONAL AND LOCAL JURJSDICnON BUILDING ANDELECTRICALCODES. a- ELECTRICAL CONTRACTOR TO PROVIDEAND PULL CAT5 mIERUNS FROM EITHER THE LIGHTING CONTROL SYSTEM CCU 11; U) ANWR ENIC.OSURE LOCATIONS TO STANDARD SWITCH LOCATIONS FOR FU/RE CONNECTIN TO LIGHTING CONTROL LL.1 « INTERIORLIGHTINGDETAILNOTES SYSTEM, LOCATIONS CAN BE DAISY CHAINED FROM ONE HOMERUN FOR UP TO 101NDIVIDUAL TOGGLE OR DIMMtNG SWITCHES, OR COMBINAnON OF BOTH. 00 <~ REMOTE TRANSFORMER I BALLAST & POWER SUPPLY FOR LOW ~ LINE VOLTAGE LK;HTING LOAD. EXACT LOCATIONAND ACCESSIBILF TO BE COORDINATED WITH THE PROJECT TEAM PRIOR TO ROUGH·INI EC TO GENERAL AND ELECTRICAL CONTRACTOR TO LAYOUT ALL LIGHT LOCATIONS PRIOR T. INSTALL FOR SIE WALK W.H PROVIDE PRIMARY AND SECONIARY WIRE FEED(S) fROM CONTROL LOCATION AND TO LIGHTING FIXTUREIS) AS (3) LACROUX STREEB INC. AND ARCHITECT,INTERIOR/CLIENT. DETERMINED BY THE TYPE. VOLTAGE AND WATTAGE OF THE LIGHT FD(TURE(S). EXACT SIZES AND 00 CONFIGURATIONS FOR TRANSFORMER T BALLAST I POWER SUPPLY TE BY EC BASED ON TYPE. VOLTAGE. AND ELECTRICAL CONTRACTOR TC REFER TO UGHTING AND ELECTRICAL PLANS FOR Al ROUGHI JUNCTION BOX LOCATIONS WATTAGE OF ™E LIGHT FIXTURE(S). AND APPROPRIATE SINGING OF ALL LIGHnNG CONTROL, SWITCHING LOCATIONS NCUJDING SYSTEM ANC) NON SYSTEM CONTROL DEVICES. . PRIOR TO ROUGH-M EC TO COORDINATE AND VERIFY ALL WALL MOUNTED SWITCHED OUTLET LOCATIONS *ITH PROJECT TEAM. TOP OUTLET TO BE CONSTANT HOT, BOTTOM OUTLET TO BE SWITCHED, EC TO COORDINATE ALL TYPE IC RATED RECESSED DOWNIGHT HOUSINGS TO BE WRAPPED WITH R-11 BATT PRIOR TO SPRAY FOAM+ LSL SWITCHED OUTLET LOCATION WITH CODE REQUIRED RECEPTACLE LOCAIONS. EXTERIORIGHTING DETAIL NOTES ELECTRICAL DEVICE LEGEND REFER TO SPECIFICATION NOTES LOCATED BELOW IN SPECIFICATION NOTE TABLE FOR FURTHER CLARIFICATION. ~ PRIR TOROUGH-IN. EC TO COORINATE AND VEIFY ALL RECESSED IN FLOORMOUNTED SWITCHED OUTEET 9 SINGLE VUALL RECEPTACLE 'OCATIONS WITH PROJECT TEAM RECESSED FLOOR BOX TO BE FLUSH WITH FLOOR SO ONLY T}·€ CORD 0-TRAN MODEL #Q TRIX-B·160 DIRECT BURIAL HOUSING CONTAINING A 0 IRAN MODEL #Q-HEX-60-120/12 EXIENDS OUT ABOVE FLOOR LEVEL. ALL FLOOR OUTLET LOCATIONS TO BE COORDINATED WITH A'V TRANSFORkdER. EC TO PROVIDE Q·TRAN LINE AND Loy¥ VOLTAGE FAIRE AND ASSOCIATED FITTINGS FOR CONSULTANT FOR MIXED USE EC TO COORDINATE LSL SWITCHED OUTLET LOCATION WffH CODE REQUIRED DISTRIBUTION TO ADDITIONAL ITURE LOCATIONS AS INDICATED PER CIRCUrING. Il)ICATED LANDSCAPE DUPLEX WALL RECE./LE LIGHTING SPECIFICATION NOTES ISSUEREVISIONS RECEPTACLE LOCATIONS. UGHTING FIXTURE IS TO MOUNT DIRECTC,0 TO HOUSING. GENERAL- RESPONSIBILIES DOUBLE DUPLEX WALL RECEPTACLE LIGHTING CONTROL (SYSTEM) LEGEND _ PERMIT @ <, FIREPLACE IGNITER TO BE CONNECTED TO. AND OPERATED VIA LIGHTING CONTROL SYSTEM. EC TO ~ ~ ~ ~ LACROUX STREEB, INC. (LS) HAS 8EEN CONTRACTED To PROVIDE A COMPLETE LIGHT1NG DESIGN INCLUDING DETAILED 2014.0110 COORDINATE AND VERIFY WIRING CONNECTIONS AND INSTALLATION REQUIREMENTS Wm4 MANUFACTURER 4> P LIGHTING PLANS AND SPECIFICATIONS. Q-TRAN MODEL #C}.TRIX-8160 DIRECT BURIAL HOUSING CONTAINING A BTRAN MODEL #Q-HEX-120-120/12 WALL RECEPTACLE 2# 9 PHOTOCELL SENSOR PRIOR TO ROUGHIN. LS IS NIOT RESPONSIBLE FOR DESIGNING OR DOCUIME MING ANY ELEMENTS OF THE ELECTRICAL DESIGN UNLESS TRANSFORMER. EC TO PROVIDE G.TRAN LINE AND LOW VOLTAGE 0-WIREAND ASSOCI,t TED FITINGS FOR CONTRACTED TO DO SO. IN THE CASE WHERE LS IS NOT CONTRACTED TO PERFORM ELECTRICAL DESIGN WORK THE DISTRIUTION TO ADDITIONAL FIXTURE LOCATIONS AS INDiCATED PER CIRCITING. IN[]CATED LANDSCAPE Q ...WALLRECEPTACLE 1*FSWECHED 9 OCCUPANCY SENSOR - PERMIT REVISION-1 - - - - - ARCHITECT SHALL COORDINATE ANY ELECTRICAL REQUIREMENTS NOT RELATING TO LIGHTING DESIGN WITH EITHER THE ~ RECESSED IN WALL CLOCK OUTLET FOR INTEGRATED ART LIGHTING EC TO CONFIRM EXACT CLOCK OUTLET UGHTING FIXTURE IS TO MOUNT DIRECTLY TO HOUSNG. 2014.03.17 LOCATION AND MOUNTING HEIGHT WITH DESIGN TEAM PRIOR TO ROUGH·INL MEP CONSULTANT. GENERAL CONTRACTOR (Gi) OR ELECTRICAL CONTRACTOR R. ALL LOCAL AND NATIONAL BUILDING CODES AND REGULATIONS SHALL GOVERN AND BE APPUED TO ALL THE WORK 9 GFI GFI WALL RECEPTACLE L MASTER SWITCH ··- -- ·- - - ~ - - - ~ EXACT SCONCE/SWING ARM LOCATION AND MOUNTING HEIGHT TO BE COORDINATED AND CONFIRMED'~H <) REQUIRED TO COMPLETE ™E DOCUMEN1 ED LIGHTING DESIGN. INCLUDING BUT NOT LIMITED TO THE IC AND LOCAL Q.TRANMODEL#Q.TRIX~160 DIRECTBUIALHOUSINGCONTAININGAG-TRANMODEL #04·IEX-180-120/12 ~ DUPLE)(FLOORRECEPTACE 0 , REMOTESWITCH --- ~ ~ - DESIGN TEA~,1 PRIOR TO ROUGIN. LS RECOMMENDS LEAVING A 3 PIGTAIL AT EACH LOCAION SHOULD JURISDICTION& SCONCE LOCATION REQUIRE MODMID*TION. TRANSFORMER. EC TO PROVIDE Q-TRAN LINE AND LOW VOLTAGE 0-WIRE AND ASSOCA TED FITINGS FOR IT IS THE GC ·SAND EC·S RESPONSIBUTY TO ENSURE THAT THE COMPLETE INSTAUATION IS 14 COMPLKE WITH ALL DISTRIBUTION TOADDITIONAL FIXTURE LOCATIONS AS INDICATED PER CIRCUITING.!luiCATE[ LANDSCAPE . .. . - - - - .... - LIGHTING FIXTURE IS TO /DONT DIRECTLY TO HOUSING ~ DOUBLE DUPLEX FLOOR RECEPTACLE m / MASTER DIMMER CODES INCLUDING ITEMS SUCH AS BUT NOT UMITED TO GFC, AND AFC, LIGHTING CIRCITS, THE GROUNDING OF ALL <, PRE-/IRE POAER LOCATION FOR FUTURE INTEGRAID LIGHTING TBD. EC TO ENSURE ACCESSIBILITY TO FIXTURES, AND PROPER VOLTAGE DROP CALCULATIONS. JUNCTION BOX. PROVIDE WIRE PULL FROM INDICATED J.80* LOCATION BACK TO POSSELE REMOTE -- ···- .... --· -- ····- - SPECIAL PURPOSE RECEPTACLE (REQUIREMENTS TO BE NOTED ON PLAN) 1. REMOTE DMkIER PRIOR TO THE COMMENCEMENT OF ANY WORK IN THE FIELD BOTH THE GCAND EC SHALL RE¥!En INDE-Al ALL IRANSFORMER LOCATION Wt[HIN 50·I· TO ACCESSIBLE J-BOX AND SEPERATE WIRE RUN BACK TO LIGHTING /\ DOCUMENTATION PROVIDED BY LS WITH REGARD TO THE LIGHTING DESIGN. ANY AND All DISCREPANCIES AN/OR CONTROL SYSTEM PANEL OR STANDARD LIGHT SWTTCH LOCilll 9/> BTRAN MODEL #Q-TRIX.8150 DIRECT BURIAL HOUSING CONTAINING A G-TRAN MO[)1 #Q-HEX-240-120/12 REQUIRED CLARIFICATIONS SHALL BE REVIEWED BY LS TRANSFORMER EC TO PROVIDE Q.TRAN LINE AND LOW VOLTAGE 0-WIRE AND ASSOC~TED F.INGS FOR MECHANICAL I PlUMBING CALL OUT e. MASTER RF SWITCH --------- ~ EC TO PROVIDE AND INSTALL EXTERIOR RATED LANDSCAPE DIRECT BURIAL JUNCTION BOX LOCATION FOR DISTRIBUTION TO ADDmONAL FITURE LOCATIONS AS INDICATED PER CIRCUITING. INDICATED LANDSCAPE - ·- ·-·- - - - - ·- BO™ THE GC AND EC SHALL FIELD VERIFY AND COORDINATE THE LOCATIONS OF ALL LIGHTING FIXTURES AND DETAILS MIRING CONNECTIONS AND FURTHER DISTRIBUTION OF LIGHTING CONTROL CIRCUES FOR EXTERIORSITE AND LIGH INIG FIXTURE IS TO MOUNT DIRECAY TO HOUSING. --- O. MASTER RF DIMMER I .H ALL DISCIPLINES PRIOR TC ROUGH4N AND PURCHASING OF ANY FIXTURES. LANDSCAPE LIGHTING. EC TO DETERMINE EXACT SIZE OF 80* REQUIRED BY NUMBER OF CIRCUITS Al L' U' 'w' PLUGMOLD THROUGHOUT THE COURSE OF CONSTRUCTION, ANY CHANGES MADE TO THE LIGING PLANS. SPECIFICATIONS. DETALS. CONNECTIONS REQUIRED, 9 E] KEYPAD STAnON (WIRED & RF) SITE VISH NOTES, ANDfOR CONTROL LOAD AND ENCLOSURE SCHEDULES SHALL BE ISUED THROUGH THE ARCHITECT Q CEILING OR FLOOR JUNCTION BOX --------- ANDjOR CLIENT IN THE FORM OF FORMAL ASCS OR SIMLAR FORMATE TO LS. . BEDSIDE LIGHTING CONTROL SYSTEM KEYPAD. KEYPAD IS TO BE 'ALL MOUNTED ~EXT TO THE BED AT BTRAN MODEL #Q·TRIX-8160 DIRECT BURIAL HOUS1NG CONTAINING A Q.TRAN MODIL #Q-HEX·300-120/12 THE GC AND EC SHALL BE RESPONSIBLE FOR COORDINA1 ING WITH THE ARCHITECT ANIOR CLIENT TO VERIFY TMT TIEY APPROXIMATELY 36· AFF. EXACT HEIGHT & LOCATION OF WALL MOUNTED BEONDE KEYPAD TO BE TRANSFORMER. EC TO PROVIDE Q-TRAN LIE AND LOV¥ VOLTAGE In'IRE AND ASSOCI' TED FITTINGS FOR ~D VI~ALL OR SURFACE MOUNT JUNCTION BOX ([al RF PLUG·IN LAMP DIMMER ARE IN RECEIPT OF AND BUILDING FROM THE MOST CURRENT LIGHTING PLANS SPECIFICATIONS. SITE VISIT NOTES. COORDINATED In DESIGN TEAM PRIOR TO ROUGH-IN. DISTRIBUTION TO AootTIONAL FITURE LOCATK)NS AS INDICATED PER CIRCUITING. M)CATED 1 ANC)SCAPE LIGHTING ITURE IS TO MOUNT DIRECTLY TO HOUSING. ~ DETAILS AND CONTROL SYSTEM LOAD AND ENCLOSURE SCHEDULES KS) SHADE MOTOR RF REPEATER ..# ...... ...... i - _ ..._ ...... _. 41 INDEPENDEN.Y CIRCUITED AND CONTROLLED READING LIGHT TO BE LENSED WITH CLEAR LENS AND LAMPED ARCHITECTURAL LIGHTING FIXTURE SPECIFICATIONS LS SHALL PROvlDE A COMPLETE SPECIFICATION PACKAGE FOR ARCHITECTURAL LIGHING FDCTURES ~CLUDNG LAMPING, WITH GE PRECISE Q42MR1&'CINSM VERY I4ARROW SPOT LAI,P. ~ O-TRAN MODEL #Q-TRIX-R20 DIRECT BURIAL HOUSING, EC TO PROVIDE 0·TFWI LINE iIND LOy¢ VITAGE @ FIREPLACE IGNITER E LP.. ENCLOS~12 --- -- ·-- --- -- -- -- --- CUTSHEETS, NOTES AND COMPLETE CATALOG NUMBERS LESS FINISH.ES. FINISH SPECIFICATION TBO BASED ON CLIENT <83> 'I RECOMMENDED LOCATION FOR A CONSTANT HOT RECEPTACLE FOR SELF SWITCHING TABLE / FLOOR LAI,~P C-WRE AIASSOCIATED FITTINGS FOR DISTRIBUTION TO ADDITIONAL FIXTURE LOCAnONS / S INDICATED PER APPROVAL. FINISHES TO BE DETERMINED PRIOR TO TRIM OUT PURCIASING, OR RF LAMP DIMMER. EC TO COORDINATE Al®VERIFY LOCATION OF OUTLET TO .ORK WITH CODE REQUIRED CIRCUITING. INDICATED LANDSCAPE LIGH™G FIXTURE IS TO MOUNT D~ECTLY TO 1,02% % REMOTE BALLAST 52/0.• LOW VOLTAGE AUXLIARY ENCLOSURE ~aCIE~·~L|L~RGTF~~~ECS~~ESS LSS ~R~AG~I~I~E~~~~~Tm ON THE LAYOUT 1 DIRECT BURIAL ENCLOSURE S SP-· SHADEENCLOSURE LACROUX STREEB. INC ALL WRITTENAND DRAWN © THIS DRAW ING IS THE PROPERTY OF PROJECT. IF LS IS PROVIDING THE FIXTURES THE EC IS SOLELY RESPONISIBLE FOR THE FIXTUIRE MAINTENANCEAND ~ EC TO PROVIDE AND INSTALL EXTERIOR RATED GFCI WHILE IN USE RECEPTACLE ON EXTENDABLE STEM FOR ~ O-TRAN MODEL #Q.TRIX-8160 DIRECT BURIAL HOUSIG CONTAINING (1) OR MORE 9'ALL MAGWETIC OR INFORMATION APPEARING HEREIN SHALL NOT BE ELECTRONIC 75W LOW VOLTAGE TRANSFORMERS DEPENDING ON LOAD WITTAGE AND 7' EC TO PROVIDE Gl /7'.116 WALL POWER MODULE (WIRED & RF) DUPLICATED, DISCLOSED OR OTHERWISE USED WID·JUT WARRANT'. SEASONAL LIGHTING. EXACT SPECIFICATION AND LOCATION TO BE COORDINATED WITH PROICITEAM PRIOR ANY CONFUSION AND OR DISCREPANCIES WITH THE SPECIFIED CATALOG NUMBERS WHEN ORDEING THE FIGURES TO ROUGH·®1 Q.TRAN TI NE AND L CV¥ VOLTAG E 0-WIRE AND ASSO CIATED FITTINGS FOR DISTIBUT!*1 TO ADDmONAL ~ RE MOTE TRANSFOBIER LE-1 1Lft.F The WR¢TTEN CONSENT OF LACROUX ST REEB, INC FIXTURE LOCATIONS AS INDICATED PER CIRCUmNG. NDICATED LANDSCAPE LIGHTING FUG URE IS TO MOUNT SHALL BE REVIEWED WI™ LS PRIOR TO ORDERING. DIRECTLY TO HOUSING. ~ REMOTE POWER SUPPLY FOR DATICONTROL ~ 1~1 PHANTOM KEYPAD FOR INTEGRATION (WIRED & RF) ~ EC TO PROVIDE 4·WIRE HOME RUN CONIROL CIRCUIT FOR MOTORIZED SHADE CONTROL. EC TO COORD.I. PRIOR TO ORDERING THE EC SHALL BE RESPONSIBLE FOR ORDERING THE PROPER CONFIGURATIONS FOR ALL THE AND CONFIRM WNING CONNECTIONS AND REOUIREMENTS WITH MINUFACTURER PRIOR TO ROUGH4N SPECIFIED ARCH[TECTURk INEAR LIGHT SOURCES. ~ EC TO PROVIDE AND INSTALL 0-TRAN MODEL #Q-TRIX/160 DIRECT BURIAL LANDSCA'E JUNCTION 80X FOR ~ EXHAUST FAN .i, TABLE TOP RF KEYPAD NOT FOR CONSTRUCTION PRIOR TO ORDERING THE EC SHALL BERESPONSIBLE FOR COORDINAING THE CONFIGURATION FOR LOW vOLTAGE ~ EC TO PROVIDE ANDINSTALL OCCUPANCY SENSOR FOR LOCALIZED LIGHTING CONTROL AS INDICATED ON PLAI n IRING CONNECTIONS AND FURTHER DIS1RleUTI0N & UGHTING CONTROL ORCUITS P I EXTERIOR SiTE NID G>« Tc LOAD CONTROL CIRCUIT TRANSFORMERS BASED ON LOAD TYPE WATTAGE AND VOLTAGE LANDSCAPE LIGHTING. EC TO PROVIDE O-TRAN UNE AND LOI VOLTAGE 0-WIRE AND AS jOCIATED FHTINGS EXACT LOCATION TO BE DETERMINED ON-SITE. FOR DISTRIBUTION TO ADDIONAL FIXTURE LOCATIONS AS INDICATED PER CHCUEING INDICAID LANDSCAPE :.1,~Il='IERING THE EC SHALL BE RESPONSIBLE FOR COORDINATED ALL COMPOPENTS FOR ANY TRACK UGHTING LIGHTING FIXTURE IS TO MOUNT DIRECTLY TO HOUSING. ELECTRICALWIRINGLEGEND ~ RF HANDHELD TABLETOP MASTER KEYPAD. EC TO PROVIDE RF SIGNAI REPEATER FOR COMMUNICATION TO 9.*ED TOLOAD HYBRID STATION WITH NTEGRAL DIMMER' RELAY (WRED & RF) SHEET TITLE EXACT FINISHES OF OF Nk ARCHITECTURAL LIGHTING COMPONENTS SHALL BE REVIEWED AND APPROVED BY THE DESIGN .1 ,·'--*.. LOW VOLTAGE WIRING TEAM INCLUDING BUT NOT LIMITED TO THE ARCHITECT. INTERIOR DESIGNER CLIENT ANDOR THE CLIENT ~ EC TO PROVIDE AND INSTALL EXTERIOR RATED GFII WHILE IN USE RECEPTACLE ON EX ENDABLE STEM FOR REPRESE~ATIVE PRIOR TO ORDERING ~ WIRED CONTROL SYSTEM STANIRD RELAY, DIMMING SWICH / KEY PAD. PULL LINK WIRE AS INDICATED ON SEASONAL LIGHTING. EXACT SPECIFICAnON AND LOW1ON TO BE COORDINATED WITH PROJECT TEAM PRIOR LIE VOLTAGE WIRING CITINGCONTROLINON·SYSTEM)LEGEND LIGHTING TOROUGH,IN. LS RECOMMENDS THAT ALL DOWNUGHT TRIMS RINGS BE FAUX PAINIED K MATCH THE COUNG FINSH. IN CEILING PLANS TO OTHER DIMMERS AND BACK TO CONTROL PROCESSOR. 0 TO 10 VOLT WIRING - 5 *IRE = HOT NEUTRAL, GROUND CONDITIONS WITH WOOD OR PATTERNED FINISH, THE FAUX PAINTING SHOULD BE COMPLETED AFTER THE FINAL AIM AND VIOLET AND SLATE [CONTROL #18AWG) ® 0 PHOTOCEU SENSOR (WRED& RF) FOCUS OF THE LIGHT.TURES. <F, CONTROL. SYSTEM REMOTE WALL POWER DIMMING MODUE TO BE LOCATED IN CLOSET. PULL LINK WIRE TO ~ REMOTE TRANSFORMER FOR LOW VOLTAGE LIGHT~GLOAD EXACT LOCATION ANC) AC. SS,aILTY OF NOTES & FINAL BEAM SPREAD FOR ALL LED DOWNLIGHTS TO BE VERFIED PRIOR To ORDER. COffERACTORTO ORDER 60 DEGREE ADDITIONAL WPM·S AND BACK TO INTROL PROCESSOR TRANSFORMER TO BE COORDINATED .TH THE PROJECT TEAM PRIOR To ROUGH4N. EC TO PROVIDE LOW ~~~ TO LOAD CONTROL CRCUIT ® 131 OCCUPANCY SENSOR (WIRED & RF) BEAM OPTIC AS AN ACCESSORY TO THE TRIM FOR FLEXIBILITY IN All. VOLTAGE SCONDARY WIRE FEED{S) FROM TRANSFORMER LOCAION TO UGHTING FAil,REAS) AS DETERMINED g REMOTE POWER BOOSTER FOR CONTROL SYSTEM DIMMED LIGHTING LOAD. PULL DEDICATED 2DA CIRCUIT TO BY THE TYPE, VOLTAGE, AND WATTAGE OF THE LIGHT FIXTURE(91. EXACT'rRANSFORMER: SIZE Ah[} $$3$. LEGENDS CONTRACTOR TO FIELD VERIICEILNG COI,mON PRIORTO ORDER- CEILING THICKNESS WRI DETERMINE DEP™OF CONFIGURATION TBD BY EC BASED ON TYPE, VOLTAGE. AND WATTAGE OF THE LIGHT FD TURE(5). TRIMS. LOCATIO' .O~C TRANSFORMER IRING -MULTIPLE SECONDARY FEEDS, SHARED BREAKER STANDARD SWITCHES DECORATIVE L}GHTING FIXTURE SPECIFICATIONS WIRELESS CONTROL SYSTEM STANDARD SWITCH OR DIMMING lilli. ~ 0-TRAN MODEL #Q-VAULT-5 DIRECT BURK HOUSING CONTAINING A 0.[RAN MODEL ISET-·"-120~12 <E)42 < TRANSFORMER WIRIING - MULTIPLE SECONDARY FEEDS. SEPARAIE 8~EAKERS ~ •• MASTER SWITCH SHEET NUMBER TRANSFORMER, EC TO PROVIDE 0-TRAN LINE ANDLOW VOLTAGE O.WIRE FOR DISTRBU INTO ADDIONAL LS SHALL PROVIDE GENERAL GUIDELINES FOR DECORATIVE LIGHTING SPECIFICAJION ICLUOING RECOMMENDED SIZES AND WATTAGES {OR AS OUTLINED IN CONTIACTh FIXTURE LOCAIONS AS INDICATED PER IUING. SEETRANSFORMIER SCHEDULE M UGHTING PLAN LD·B .„ ACCESSORY SWITCH ~ EC TO PROVIDE 3AYIRE HOME RUN POWER CIRCUIT & CAT5 HOME RUN TO RS232 INTERFACE LOCATION FOR FOR EXACT CATALOG NUMBERS, UNLESS REQUESTED BY THE CLIENT, LS SHALL NOT BE RESPONSIBLE FOR EXACT SPEaFICATIONS OF ANY DECOFU,TNE MOTORIZED SHADE CONTROL. EC TO COORDINATE AND CONFIRM WRIGCONNECTIONS K REQUIREMENTS DIMENSIONING AND NOTE LEGEND LIGHTING FIXTURES. WITH MANUFACTURER PRIOR TO ROUGI*IN. $, $3¢ STA~ARD DNEMING SWITCHES ~ 0-TRAN MODEL #Q-VAULT-5 DIRECT BURIAL HOUSIG EC TO PROVIDE Q·TRAN ENE N.D LOW VOLTAGE rih DETAIL SECTION CALL OUT ~ ~ THE ARCHITECT IETERIOR DESIGI•ER CLIENT ANWOR CLIENT REPRESENTATIVE SHALL BE RESPONSIBLE FOR O.WIRE FOR DISTR¢BUTION TOADDITIONAL FIXTURE LOCATIONS AS NJK*liED PER CIRCUITING. SEE UFF== MASTER DIMMER ' <8, EC TO PROVIDE 5-WIRE HOME RUN FROM CONTROL SYSTEM INTERFACE (AS SHOWN ON PUN) TO FITURE fOR COORDINATING THE DECORATIVE FIXTURE SELECTIONS AND ANY CHANGES OR SPECIAL MODIFICATIONS TO THEM WrTH LS TRANSFORMER SCHEDULE ON LIGHTING FUN LD>43 FOR EXACT CATALOG NUMBERS. 0·10¥ D.MING ~I~I~~I~~~~~~~~I~I~~ES~WP~~~~E~~~CErrPE.ANC)SHADESAREAPPROPRIATEFOR DETAINOTE ~ ACCESSORMDIMMER LP1.A ~ LOW VOLTAGE MAGNETIC CONTACT SWICH. EC TO COORDINATE TRANSFORMER LOCATION, LS RECOMMENDS ~ Ec TO PROVIDE IN TREE J.80X FOR CONNECTION OF MOONLIGHTER TREE FIXTURECS) WIF ING TO DIRECT ALL DECORATNE FIXTURE SIZES AND WEIGHTS TO BE COORDINATED WITH THE GC AND EC TO ENSURE THAT PROPER IT BE LOCATED IN JUNCTION BOX AT FIXTURE BURIAL LOW VOLTAGE WIRE COMING FROM DtRECT BURK BOX AT BASE OF TREE 9 *-2·-6 CENTEIUE & DIMENSIONS ~dor DOOR JAMB SWITCH -LOW VITAGE CONTACT BLOCKING E IN PLACE TO SUPPORT AND MOUNr FIX'JRES. 8 3 3 23 19 X A O M OV 1 KICI00'JaA[lap'ODEals al elues 1£6 tum· u.*no,09,-, ' 4319 00 1'egeq 'iaa,i' I»' 409 8 £2606 . 00 LU UJ -- CO X O rr-r-=- " '11' 1 . 4.7 0 <C p ir#41 '#~Lit,7 -- _u 1% - 4 iff.%% - - --# h.-.£6 - 4 I if~~DaTL. 3 ' - · -- 4 83- It <n 8==3 -11 Lel 1'; - . C? .0 11.541'.... C k .aw 1 ,"„ *\1 1 lu f / 83.~'~',~19 '.52€;; i''j#.--- 1 -" 942%\1UiL/,· 1 1 .6.910 1 i-3..11.1 11' :.t»-11 1 : 1 1 409*·i .4 Ir.~WZb - - 3 11 ~1 7.=3:N 1 1 AMmi. En 0 0 0 sm. 0 .: I___ 01 /1 el LE / 3 i %2., r 9- -- -:- --foril '/47/7/~\~9 , M 42 Dlo / 4* 3 . 1 010+ + ,|~ 1 ' I n ~Il =3\ 1 1 1 4-3-0 f 4 dIFA 1 /1 /11 #414 f - t..1 !;./ 5/i ),3 K qi 7 11 10.-2 r-31 - LOB tf~~ ~ | ~i . ISSUE/REVISIONS PERMIT : 2014.03.10 15 1 / PERMIT REVISION 1 ul 1 «i»==·--ige-/ 1 : 2014.03.17 CL..1 f + /4/ P/7«3 -------- I 1 411 1< LE.: 1 F 1_~ _- - - h r ~. IC i 1 ' {t " . 609)1 S'>1, 1 1 V 44 I :~ . /*€=:4 27 .. 19'16>42,/rlr DTHS DRAW ING IS THE PROP>ERTY OF 1 ,~i, ~*(12>f~'4.3 ' 5 . trit,)<,4~-= 4 LACROUX ST REEB, INC. ALL WRITTENAND DRAWN INFORMATION APPEARING HEREIN SHALL NOT BE : 1 iND B 1.4 1 5 -9 THE WRITTEN CONSENT OF lACROUX STREEG INC DUPLICATED. DISCLOSED, OROTHERW ISE USED MTHOUT 1-t.587. 1 \ \\ 4 49/// li~ 4 \14\Ve NOT FOR CONSTRUCTION /1 /1 /-1 4 + 4 8 + 3 {«»1) SHEETTITLE Vt. -7 lu«/ EXTERIOR LIGHTING PLAN SHEET NUMBER LANDSCAPE LIGHTING PLAN 0 0 1 LOWER LEVEL EXTERIOR LIGHTING PLAN SCALE: 1/8' = 1-0' SCALE: 1/4' = 1'-0· LP1.OA LP1.0 (1) 2~'00 JaA'Blp figiajelues 1£6 Luoy { 7/8.... ials i.®il 6000€19 EDE SNI>IdOH "El 969 00 'N3dS¥ - 8 N i .0 ..IMF gO . 010 6 ¥ e------------ -<-11 1 01* 11 -R / ------------1 ISSUE/REVISIONS PERMIT 201403.10 i PERMIT REVISION 1 r · ~ 2014.03.17 Ill- 1 t 9010 Mi~ Bll k 1/AFF ./10 2 11 3-AFF 1 ©THIS DRAWING IS THE PROPERTY OF LACROUX STREEB.INC ALL WRITTEN AND DRAWN INFORMIATION APPEARING HEREIN SHALL NOT BE 11! 1 DUPLICATED. DISCLOSED, DR OTHERWISE USED WITHOUT : ~ ~ THE WRITTEN CONSENT OF LACROUX STREE[ INC. 2 3 0.1 11 1 NOT FOR CONSTRUCTION SHEETTITLE I q , EXTERIOR ' LIGHTING PLAN 010* 010~- SHEET NUMBER 0 MAIN LEVEL EXTERIOR LIGHTING PLAN 0-21 UPPER LEVEL EXTERIOR LIGHTING PLAN SCALE 1/4- = 1'-0' LP1.OB SCALE: 1/4' = 1 1-0. LP1.OB 425/ (1 4/ 07 84'coz als & elues /£6 UUOO Xn00/ AMM ~ 129t8 / ~leseq .6,~»,M BGOO EZG CO[ 8 3 3 23 19 X A O M OV 1 SNI>IdOH 3 969 00 'N3dS¥ RECEIVED MAR 1 7 2014 CITY OF ASPEN CITY OF ASPEN COMMUNITY DEVEL0PMEN1 PRE-APPLICATION CONFERENCE SUMMARY PLANNER: Amy Simon 970-429-2758 DATE: 3/11/14 PROJECT: 898 E. Hopkins Avenue REPRESENTATIVE: Poss Architecture and Planning TYPE OF APPLICATION: Stream Margin Exemption DESCRIPTION: The owner of 898 E. Hopkins is planning a remodel of their existing single family house. The remodel does not involve an increase in floor area. The existing house was built in 1988, before the adoption of Stream Margin regulations which require care in the development of properties adjacent to the Roaring Fork River, like this one. The house is non-conforming with Stream Margin rules in several ways. No development may take place below a boundary identified as the "top of slope." Within 15' uphill of the top of slope, no development other than native plantings is permitted. All development is required to remain below the height of a 45 degree angle projected from the top of slope. At 898 E. Hopkins, the 45 degree layback from top of slope is not met and there are numerous landscape features constructed within the development setback along the north property line. These elements can remain in place, however any documentation (prior surveys, building permit records, etc.) that can be provided to show that the features were legally constructed will assist in the building permit review process. All new improvements must meet today's standards. The scope of the proposed home remodel requires compliance with the City's storm water standards. The applicant plans to pay a cash-in-lieu fee for detention, but must create a filter to improve the quality of runoff before it leaves the site. The proposal is to convert an existing planter which abuts the top of slope into a rain garden. Nothing about the planter structure will be changed, but it will be lined and filled with the appropriate filtering material. Drain pipes that collect water on the site will need to be run to the rain gardens. All of this occurs in the area where no development other than native plantings is typically permitted. This work does require a land use review, as an administrative Community Development Director Exemption. The applicant must demonstrate compliance with Municipal Code Section 26.435.040.B, Exemptions. Relevant Land Use Code Section(s) 26.304 Common Development Review Procedures 26.435.040 Environmentally Sensitive Areas - Stream Margin Below is a link to the Land Use application Form. http://www.aspenpitkin.com/Portals/0/docs/City/Comdev/Apps°/020and°/020Fees/2011%20lan d%20use%20app%20form.pdf Below is a link to the City of Aspen Land Use Code. http://www.aspenpitkin.com/Departments/Community-Development/Planning-and- Zoning/Title-26-Land-Use-Code/ Review by: Community Development Staff Public Hearing None Planning Fees $1,300.00 Deposit for administrative review. Additional time over four (4) hours will be billed at $325 per hour. Referrals & Fees: $650 for Parks Department (flat fee) and $265/hour for Engineering Review (deposit is taken for 1 hour of work. All additional hours are billed at $265 per hour) Total Deposit: $2,215.00 Total Number of Application Copies: 2, plus 1 set of full size plans To apply, submit the following information: m Completed Land Use application form, signed fee agreement, and fee. 1-1 Pre-application Conference Summary (This document). 1-1 Applicant's name, address and telephone number, contained within a letter signed by the applicant stating the name, address, and telephone number of the representative authorized to act on behalf of the applicant. 1 Street address and legal description of the parcel on which development is proposed to occur, consisting of a current certificate from a title insurance company, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner's right to apply for the Development Application. E-1 A site improvement survey including topography and vegetation, as well as the Stream Margin review lines, showing the current status of the parcel certified by a registered land surveyor, licensed in the State of Colorado. 71 A site plan depicting the proposed layout and the project's physical relationship to the land and its surroundings. I-1 An 8 1/2" x 11" vicinity map locating the subject parcels within the City of Aspen. 1-1 A written and graphical description of the proposed development, and a written explanation of how a proposed development complies with the review standards relevant to the development application § 26.435.040.B, Stream Margin Review Exemption. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. THE CITY OF ASPEN Land Use Application Determination of Completeness Date: March 20,2014 Dear City of Aspen Land Use Review Applicant, We have received your land use application and reviewed it for completeness. The case number and name assigned to this property is 0020.2014.ASLU - 898 E. Hopkins Ave„ Stream Margin Exemption. elrYour Land Use Application is incomplete: /' 1) Proof of ownership. A current (no older than 6 months) title report, Ownership and Encumbrance report, or letter from a Colorado licensed attorney disclosing ownership of the property. 2) Additional copy. Only one copy of the application was received. A second copy is required or you can submit the application as a PDF file. 91. HOA Compliance Policy. Please submit the included form as part of your resubmission. Please submit the aforementioned missing submission items so that we may begin reviewing your application. No review hearings will be scheduled until all of the submission contents listed above have been submitted and are to the satisfaction of the City of Aspen Planner reviewing the land use application. 3 Your Land Use Application is complete: If there are not missing items listed above, then your application has been deemed complete to begin the land use review process. Other submission items may be requested throughout the review process as deemed necessary by the Community Development Department. Please contact me at 429-2759 if you have any questions. Thank Yoii- roff>LL LJ·Anifer,Phelan, Deputy Director City of Al)en, Community Development Department For Office Use Only Qualifying Applications: Mineral Rights Notice Required New SPA New PUD Yes No '~41 Subdivision, SPA. or PUD (creating more than 1 additional lot) GMQS Allotments Residential Affordable Housing Yes No ·~,t,~ Commercial E.P.F. Lodging ABBREVIATIONS SYMBOLS LEGEND GENERAL NOTES PROJECT DIRECTORY - poss kic air conditioning F Fahrenheit QT quarry tile 1. THE AIA DOCUMEAT A201 ·GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION'. 1997 AND A'E architecueng,neer FAR looF area ratio SUPPLEMENTARY CONDITIONS, AS PREPARED BY THE ARCHITECT. ARE HEREBY MADE A PART OF THESE CONTRACT PROJECT: 898 EAST HOPKINS AB anchor bolt FD Im drain R radius m risef LL,0,) r-) HOURS DOCUMENTS, AND ARE ON FILE AT THE OFFICE OF THE ARCHITECT FOR REFERENCE DURINGREGULAR BUSINESS ASPEN, C081611 ARCHITECTURE + PLANNING I AC alternating current FIN inish (ed) RA return air ACOUS acoustical FIN FLR inished floor RAD radiant 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT, THE GENERAL CONDITIONS, SUPPLEMENTARY ADA Americans with FIXT ixture RCP reflected ceiling plan Disabilities Act FLASH lashing RD road /roof drain - ~ CONDITIONS, GENERAL PROVISIONS, DRAWINGS, SPECIFICATIONS, ADDENDA, AND SUPPLEMENTARY DOCUMENTS ARCHITECT: CONSULTANTS: ADDM addendum FLEX lexitie RE8AR reinforcing steel ba,5 AS ISSUED BY THE ARCHITECT IN ACCORDANCE WITH THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THE BILL POSS AND ASSOCIATES, STRUCTURAL ENGINEER: MECHANICAL/ELECTR!CAL ENGINEER: ADDL additional FLOUR lourescent REF reference. fefrigerator NORTH TRUE NORTH ARROW - ~ COLUMN GRID CONTRACT DRAWINGS AND SPECIFICATIONS ARE COOPERATIVE AND CONTINUOUS WORK INDICATED OR ADJ ARCHITECTURE AND PLANNING. P C OD[O ENGINEERING AEC adjustable, adjacent FLR looF REFL reflect (ed) (ive) (or) AFF above finished floor FND oundation REG ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS SHOULD BE REPORTED TO THE OFFICE OF THE 605 EAST MAIN STREET 713 COOPER AVE. 40801 US HWY 6 & 24, STE 214 AGGR aggregate FO ace of REINF reinforce (edl ROOM NAME ROOM NAME ARCHITECT IMMEDIATELY. ASPEN.C081611 GLENWOOD SPRINGS,CO] 81601 AVON, CO 81620 register REASONABLY IMPLIED IN EITHER SHALL BE PROVIDED AS THOUGH FULLY COVERED BY BOTH. k<<6£204 AJA American Instituted FOC ace of concrete REQD required Telephone: 970 925 4755 Architects FOS ace of stud REV mis (e) {ed) (ion) ROOM NUMBER 3 ALL WORK SHALL COMPLY WITH ALL STATE AND LOCALCODES AND ORDINANCES, AND SHALL BE Fax: 970 925 2950 Telephone: 970 945 1006 Telephone 970 748 8520 .0. AN) AISC American Institute of FP n place RA request for information FLOOR FINISH FLOOR FINISH PERFORMED TO THE HIGHEST STANDARDS OF CRAFTMANSHIP HYJOURNEYMEN OF THE APPROPRIATE TRADES. Email, imaple@billposs com Fax: 970 945 2966 Fax: 000 000 0000 r .63-, Steel Construction FR lie rating RH right hand (ed) X. Contact JULIE MAPLE Em, 1 bobOoddogws.com Email. martin@aec-vail.com ALT alternate FRMG raming RM room 4. THE CONTRACT GLUMENTS ARE INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT. AND KELLEIGH CONDON Contact: BOB ODDO Contact: MARTIN ZOUREK R ALUM aluminum FRZ reezer RO rough opening 1 T.o. XXX FLOOR PLAN ELEVATION KEYING SPOT ELEVATIONS 1 A-2XX SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED THEREIN IT IS THE RESPONSIBILITY OF THE AMP ampere FSTNR astener ROW right of way 7 991-0 ('XX' DWG. # a 'A-2)(r-SHT. #) CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT ~J (BUILDING) AMT amount FT eet. foot RS rough sawn CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS, THE ARCHITECT SHALL PROVIDE ANSI American National FTG ooting RT right SUPPLEMENTAL INFORMATION REGARDING DESIGN INTENT WHERE ACCOMODATIONS FOR EXISTING CONDITIONS CONTRACTOR: i Standards Institute FURN urniture OR WHERE SUFFICIENT INFORMATION IS ABSENT FROM THECONTRACT DOCUMENTS, IN ACCORDANCE WITH THE WILLIAM H BAKER CONSTRUCTION LANDSCAPE ARCHIIECL CIVIL ENGINEERi APPROX approximate S south Me WINDOW MARK SGM APT apartment GA SC solid core ~ XI J (·XX· DIG # /'A-3XX·-SH-. #3 ~ GREG MOZIAN & ASSOCIATES, INC 105 EAST MAI• STREET ASPE~ COLO~ADO 1~~11 ARCH guage/ .~ BUILDING SECTION I GENERAL CONDITIONS. architect<ural) Gypsum Association SCHED schedule ~A3)(Xj 5 ANY PROPOSED SUBSTITUTION OF SPECIFIED MATERIALS/PRODUCTS SHALL BE PRESENTED TO THE 210 AABC #Mm 117 SOUT SPRING STREET 101 FOUNDERSPLACE. UNIT 102 ly} 970t~25 475 ~ ., ,~0/9!0 "so ASHRAE American Society of GALV galvanized SD smoke detector / ARCHITECT FOR REVIEW, IN ACCORDANCE WITH PROCEDURES DESCRIBED IN DIVISION ONE (11 OF THE PROJECT ASPEN, CO 81611 STE 202 P.O. BOX 2155 Heating, Refrigerating, GC general contractor storm drain (site) / MANUAL AND THE GENERAL CONDITIONS, SUBSTITUTIONS WILL BECONSIDEREDONLY IF A MORE ADVANTAGEOUS Telephone 970 925 2391 ASPEN. CO 81611 ASPEN,C081611 Consultant WALL SECTION and Air Conditioning GL glass/glazing(glazed] schematic design £134 DOOR MARK DELIVERY DATE OR LEE SER COST, WITH CREDIT TO THEOWNER. AREPROVIDED WITHOUT SACRFICING QUALITY. Fax: 970 920 2951 Telephone: 970925 8963 Telephcne: 970 925 6727 '(2> C ~DIG,1-A-30.-SHT #) ~ ~ APPEARANCE, AND/OR FUNCTION. UNDER NOCIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE Email: bill@whbconstruction com Fax: 970 925 1217 Fax 9709254157 Engineers GLU LAM glued laminated wood SECT section Kly ASTM American Society for GSKT gasket SF squa'e foot (feet] THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT EQUAL TO THE QUALITY OF THE PRODUCT SPECIFIED. steve@whbconstruction.com Email: ben@gregmozian.com Email andrewr@sgm-inc.com Testingand Materials GWB gypsum wall board SHTHG sheathing PRODUCT. UNTIL THE ARCHITECT HAS APPROVED THE SUBSTITUTION. STEVE DECLUTE INITIATING A REQUEST FOR SUBSTITUTION DOES NOT AUTHORIZE THE CONTRACTOR TO CHANGE THE SPECIFIED Contact BILL BAKER Contact: BEN MORGAN Contact: ANDREW RAPIEJKO ASI architect's supplemental GYP PLAS gypsum plaster SHT sheet sy TOPO SPOT 1 ENLARGED PLA~ETAIL- ~ instructions SHV shelving 10 ELEVATION EXISTING ASPH 2'phalt H high SIM similar X ~-1 ~'·DWG. 0 /'A-3)0('-SHT. 01 J 6 SUBMIT SHOP DRi.WINGS, CUT SHEETS AND SAMPLES WHEN REQUIRED BYTHE SPECIFICATIONS, FOR ASSN association H/C handicap accessible SM small -----.-1-.- REVIEW BY THE ARCHITECT PRIOR TO COMMENCING WITH RELATED WORK ALL WORK RELATED TO SUCH AUTO automatic HS hose bibb SPEC specification (s) ~ SAMPLES SHALL CONFORM WITH REVIEWED AND ACCEPTED SAMPLES. WORK WHICH DOES NOT CONFORM SHALL AUX auxilla,y HC hollow core SPKR speaker /<9/ Topo SPOT SECTION DETAIL- KEYING BE REMOVED AND REPLACED Al THE CONTRACTOR'S EXPENSE. SUB-CONTRACTORS SHALL SUBMIT ALL AV audievisual HDW hardiwe SQ square ~*,/ ELEVATION NEW /Ch, C·xx·-Ows # 1 ·A-3XX·-SHT. #) ~ SUBMITTALS AND SAMPLES FOR REVIEW THROUGH THE GENERAL CONTRACTOR. ALL SUBMITTALS AND SAMPLES AVE avenue HDR header SS standing seam i x L AE,0 7 SHALL BE SUBMITTED iN SUCH A MANNER, AS TO ALLOW ADEQUATE TIME FOR REVIEW. AS NOTED IN THE AVG average HEX hexagon (al) storm sewer .-' SPECIFICATIONS, AND AS NOT TO DELAY WORK IN PROGRESS. HGR hanger SST stainless steel B&8 board and batten HM hollow metal STA station E-1 CONSTRUCTION TYPE 7. ALL WORK SHALL BE ERECTED PLUMB AND TRUE-TO-LINE IN ACCORDANCE WITH BEST PRACTICES OF THE BALC balcony HORIZ honzontal STC sound trasmission class , EXISTING CONTOURS ' rwl·-TYPE) TRADE. MANUFACTURER'S RECOMMENDATIONS FOR THE PARTICULAR PRODUCT, AND IN ACCORDANCE WITH THE BD board H R hour STD standard + SPECIFICATIONS. DRAWING INDEX BITUM bituminous HT height STL steel BKG backing HTG heating STOR storage X* 8 THELOCAL GOVERNMENT AGENCIES SHALLBE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF BLDG building HVAC heating,VentJIation/ STRUCT stucture /structural INSPECTION AS REQUIRED BY THE APPLICABLE CODE OR BY ANY CODE OR ORDINANCE. GENERAL STRUCTURAL BLKG blocking air conditioning SUSP suspended NEWCONTOURS G 100 GENERALINFORMATION .0 GENERAL NOTES AND DETAILS 8LTIN built-in HVY heavy SYM symmetrical INTERIOR ELEVATION KEYING 9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY ANDCAREOF ADJACENT PROPERTIES DURING 14 ~X# (·1·-EL ID / ·1·2XX•-SHT #1 Gl 01 FLOOR AREACALCULATIONS Sit LOWER LEVEL PLAN MAIN LEVEL PLAN BLVD boulevard HWH hot water heater SYS system CONSTRUCTION. FOR COMPLIANCE WITH FEDERAL AND STATE O.S H A REGULATIONS, AND FOR THE PROTECTION G102 FLOOR AREA ELEVATIONS S12 UPPER LEVEL PLAN ROOF PLAN BLW below OF ALL WORK UNTIL IT !S DELIVERED COMPLETED TO THEOWNER. G103 SNOWMELT AREA BM beam IBC International Building T read X# G104 BLDG SECTION V#TOP OF GRADE ISSUE: BO bottom 01 Code T&G ingue and groove 10 ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS NOTED 'N.T S · SURVEY BOF bottom of footing ID inside diameter TB owel bar DENOTES NOT TO SCALE DIMENSIONS ARE TO FACEOF FRAMING, U NO BOT bottom INCL include (ing) TBD o be determined SURVEY 1 03'17/14 lAND USE APPROK'At- BR bedroom INSUL insulation TEL elephone 11 CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS. AND WALLS WITH CDOL MECHANICAL APPLI,JATION BRG bearing THR leshold INT interior THK hick (ress) ALL ARCHITECTURAL. STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND OTHER DISCIPLINE DRAWINGS AND Cloo SCHEMATIC GRADING AND DRAINAGE PLAN BRZ bronze INV invert DRAWING REVISION SPECIFICATIONS. AS WELL AS EXISTING CONDITIONS BSMT basement TO op of A 6--11) LAND®82£ Btu British Thermal Unit JST Joist TOB op of beam tls{ 2 12. CONTRACTOR WILL ASSUME RESPONSIBILITY FOR ITEMS REQUIRING COORDINATION AND RESOLUTION CONCEPTUAL LANDSCAPE PLAN BTWN between JT Joint TOC oP of concrete Li*/J DURING THE BIDDING PROCESS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT FOR ANY CLARIFICATIONS. THE ARCHITECTURE TOF op of footing A VICINITY MAP cA CONTRACTOR SHALL NOT EXCLUDE FROM HIS BID, ANY ITEMS AS NOTED IN THE CONTRACT DOCUMENTS WITHOUT C Celsius KIT kitchen TOJ op of joist PRiOR WRITTEN AUTHORIZATION OF THE ARCHITECT. CONTRACTOR'S CLARIFICATIONS SHALL NOT OMIT. CHANGE ® SMOKE DETECTOR A001 ARCHITECTURAL SITE PLAN EXISTiNG COEIVED C&P carpet and pad Ko knock out TOL clerance OR REDUCE THE QUALITY OF CONSTRUCTION, AS INDICATED BY THE CONTRACT DOCUMENTS CAB cabinet TOPO opography PLUMBING op of slab All ARCHITECTURAL PLANS LOWER LEVEL EXISIHING/DEMO CALC calculate LAB laboratory TOS 13 VERIFY ALL SPACE DIMENSIONS AS SHOWN WITH EXISTING JOB CONDITIONS BEFORE STARTING At 02 ARCHITECTURAL PLAN LOWER LEVEL PROPOSED A 103 ARCHITECTURAL PLANS - MAIN LEVEL EXISTING/DEMIO CANTIL cantilever(ed) LAM laminate(d] TOW op of wall CONSTRUCTION. CAP capacity LAV lavoratory TPD 0,let paper dispenser O JUNCTION BOX A105 ARCHITECTURAL PLANS UPPER LEVEL EXILTING DEMO A104 ARCHITECTURAL PLAN · MAIN LEVEL PROPOSED E,AR 1 7 2014 CBB cementitious (backer) LAY layer TPH oler paper holder 14 WHERE WORK IS INSTALLED OR EXISTING FINISHES ARE DISTURBED, SUCH AREAS SHALL BE REFINISHED TO board Le ube steel MATCH THE AREA PRIOR TO THE DISTURBANCE. A106 ARCHITECTURAL PLANS - UPPER LEVEL PROPOSED pound TS CD construction documents LBL label TV elevision A107 ROOF PLAN EXISTINGIEVO CEM cement LF linear feet(foot) TIP 15 WHERE WORK IS INSTALLEDOR EXISTING FINISHES ARE DISTURBED, SUCH AREAS SHALL BE REFINISHED TO A201 ELEVATIONS . NORTH SOUTH EXISTING/DEMO l, 11 Y OFASPEN ypical A202 ELEVATIONS · EAST WEST EXISTINGDEMO CEP ceramic LH left hand MATCH THE AREA PRIOR TO THE DISTURBANCE A203 ELEVATIONS · NORTH/SOUTH . PROPOSED Clp cast-in-place LL bve load UBC Uniform Building Code MATERIALS LEGEND A203a FLEETWOOD OPTION CJ cir*01 joint LPT low point UC undercut 16 THE CONTRACTOR SHALL CHECK AND VERIFY THE CONTRACT DOCUMENTS WITH FIELD CONDITIONS, A203b LOEWEN OPTION CL center line LT light UL Undewiters Laboratories CONFIRMING THAT ALL WORK IS BU ILDABLE AS AS SHOWN, PRIOR TO PROCEEDING WmTH THE WORK. THE ELECTRICAL C·NMUNITY DEVELOPMENT 004 ELEVATION - EAST/WEST - PROPOSED CLG ceiling LT WT lightweight UNFIN unfinished CONTRACTOR SHALLNOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES EXIST, PRIOR TO A301 SECTIONS CLR clear (ance) LTL lintel UNO unless noted otherwise COMMENCEMENT OF WORK, OR AS SOON AS POSSIBLE, THEREAFTER. CM A401 WALL SECTIONS cent,meter A501 ASSE I UES CMU concrete masonry unit M meter VAR varies 17 EACh MISCELLANEOUS ITEM OF CUTTING, PATCHING, OR FITTING IS NOT NECESSARILY INDIVIDUALLY A502 DETAILS CLO closet MAINT maintenance VCT vinyl compositon tle DESCRIBED IN THE CONTRACT DOCUMENTS. NO SPECIFIC DESCRIPTION OF CUTTING, PATCHING. OR FITTING A5C)3 LIFT SUDE DETAIL vl.0 Co Certificate of Occupancy MAS masonry VERT vertical REQUIRED 1'0 PROPERLY ACCOMN,ODATE THE SCOPE OF WORK SHALL RELIEVE THE CONTRACTOR FROM THE A505 DETAI L OF FLEETWOOD OPTION carbon monoxide MATL material VEST vest,bule RESPONSIBILITYTO PERF ORM SUCH WORK AS REQUIRED A506 DETAIL OF LOEWEN OPTION COL column MAX ravinum VG vertical g,ain A601 DOOR SCHEDULE / TYPES CONC concrete MBR master bedroom VIF verify in field 18 ANY QUESTIONS REGARDING THE INTENT OF THE DRAWINGS OR SPECIFICATIONS ARE TO BECLARIFIED WITH SITEWORK CARPENTRY: THE ARCHIIECT PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH THE RELATED WORK. ALL QUESTIONS INTERIOR 1 NDOW SCHEDU LE ' TYPES LIGHTING 898 EAST HOPKINS CONSTR construction MECH mechanical VNR veneer CONSULT consultant MED medium VR vapor retarder SHALL BE IN THE FORM OF A REQUEST FOR INFORMATION IN ACCORDANCE WITH PROCEDURES AS NOTED IN ONS I,il[DIA ROOM STAIP CONT continuous MEMB membrane DISTURBED ~ ~ "~3Ur~ru 1 ROUGH FRAMING 1-1 DIVISION ONE (11 OF THE PROJECT MANUAL. 3-43,8/ ONS ·GUEST MASTER /.CE CONTR cont,act/contractor MEZZ mezzanine W west / width / wide BLK'G CONTINUOUS .3 INTERIOR ELEVATIONS ·GUEST BEDROOM #2 COORD coordinate MFR manufacturer WT with 19 ALL:TEMS ARE NEW UNLESS CALLED OUT AS ·EXISTING· 1104 INTERIOR BLOCK OUTS · MASTER BATH / POWDER / LAUNDRY CORR corrugated MH mari hole W/0 without BLOCKING -1 !105 INTERIOR BLOCK OUTS MASTER BEDROOM /CLOSET 898 EAST HOPKINS AVE CPT carpet MIN min,mum WC water closet UNDISTURBED DISCONTINUOUS 1106 INTERIOR ELEVATIONS - FOYER ASPEN, CO 81611 CSMT casement MIRR mirror WD wood INTERIOR ELEVATIONS BEDROOM #1 / BATH 110; CTR center MISC miscellaneous WDW window STONE / GRAVEL ~·8·a·,i·,1.,14,1.,1.~ ~ llj I !108 INTERIOR ELEVAT]ONS · LIVING CU FT cubic foot(feet) MLDG moulding WP waterproofing POROUS FILL PLYWOOD .\\ 1 1109 INTERIOR ELEVATIONS LIVING CU YD cubic yard(sl MM mill,meter WP1 working point Co~Ave MO masory opentng WSCT wainscot FINISHED N D deep MT mount WWF welded wire Fabric CARPENTRY DBL double MTD mounted WWM welded wire mesh DD design development MTL metal DEMO demolition MULL mumon n extra large THERMAL PROTECTION: DEPT department XPS extruded pc)lyst>irene MASONRY: DH double hung N north board (insulation) BUILDING/ZONING DATA LOCATION MAP DIA diameter NA not applicable 411;11111111,V BATT / BLANKET 1~WMWAWMI DIM dimension NAT natural SYMBOLS USED AS ABBREVIATIONS FIREBRICK LOOSE FILL DIV division NFPA National Fire Protection PROJECT DESCRIPTION DIAG diagonal Association 0 at [444'2>til RENOVATION TO AN EXISTING SINGLE FAMILY RESIDENCE SITE: -7 DN dmi NIC not i n contract & and BRICK RIGID [-t332*34 DOC document NO number L angle LEGAL DESCRIPTION DOUG FIR Douglass fir NOM nominal centerline 898 HOPKINS AVE ~ DTL detail NR noise reduction C channel STONE 1\11.19 ..f,~«?1 FIBERBOARD 1.1#*-~-Hilt[1+1 A LOT BEING THE WEST 45 FEET OF WEST END STREET ADJACENT TO LOT S BLOCK 27, EAST ASPEN ADDITION DR door NRC noise reduction . degrees DS downspout coeffcient 0 diameter DI dishwash/ NTS not to scale # number CONCRETE , ZONING CODE ANALYSIS DWG drawing d penny MASONRY UNIT [43 · · 99*1 SPRAYED FOAM HZ-12-=ULL-ij --6 DWR drawer 0/ over perpendicular ZONE DISTRICT: R-6 P 4 OA oviall PL · ALLOWABLE FLOOR AREA 2,820.00 SQ FT. . Tile ~ S '21'r Oue.+ u plate CAST IN PLACE ~ E east OC en center & PRE CAST . ~ CAULK and SEALANT: 4.500 SQ FT LOT - 3,000 SQ FT NET LOT = 1,500 SQ FT EA each OD outside diameter NUMERICAL SYMBOLS USEDAS ' 1,500/100= 15 % \ 3 ./. Platinum EIFS ext",or insulation OH overhang ABBREVIATIONS 4 '''j SEALANT r - -le,am-- 1 15 X 28 SQ FT = 420 ADDITIONAL ALLOWA8LE Prope,Dei f finish system OPNG. opening GROUT / MORTAR W/ BACKER ROD L _--3#R~ -3 2,400 SQ FT ALLOWABLE + 420 SQ FT = 2820 SQ FT M PROJECT NO ,% 8 15.4,4ic~I * ~~~~~~N,~ r 2132000 EL e!.evatmon OPH opposite hand ist first ACTUAL FLOOR AREA (EXISTING} 3.351.00 SQ FT. -4- I. ELEC electric (al) opp opposite 2nd second ELEV elevator OPT optional 3rd third SAND ~' ' ~' ~~~. ~· ~·' ~ ~ · I. ~· ~.~ JOINT FILLER 22221>123 -t=- ®) 'll ENCL enclose (ure) ORIG original 4th fourth LOWER LEVEL 452 SQ FT. ENG engineer OSHA Occupational Saftey & 5th fifth (11200 SQ FT oF FLOOR AREA @ 38% EXPOSED) % E ~•,t Aw. EQ equal Health Adminst/tion 6th sixth -6 ->L * MAIN LEVEL 1,212.00 SQ n SHE ET TTLE EQUIP equipment 7th seventh METAL PLASTER / BACKING BOARDS: Cft¥..11.1 ESMT easement PAR parallel 8th eighth UPPER LEVEL 1,16300 SQ FT (€ 1 GENERAL INFORMATION EHwmanive ETC et eeter' 0 6/ 06 PCC 'ecast concrete LATH GARAGE AREA (513 SQ FT MINUS 375 ALLOWABLE) 138 SQ FT. EXH exhaust PERF perforated ALUMINUM ,< mi m 1 PLASTER DECKS (151 OF 2820 SQ FT = 427 SQ FT ALLOWABLE) p * · i EXIST existing PERIM perimeter EXP expansion PLAS pla.ter (576 SQ FT MAIN LEVEL + 208 SQ FT UPPER LEVEL +0 EXT exteriof PLAM plastic laminate ALLOWABLE) 361 SQ FT. LARGE SCALE 9/7/7/7/71 WALL BOARD 41 .le EXTN extention PLF pounds per lineal foot STEEL - GYPSUM ~ ~ SQ FT ExEMPTED MAIN LEVEL DECK - 427 SQ FT . c cooperA· \ , DIAA,m SHED (53 SQ FT MINUS 32 SQ FT ALLOWASLE) 21 SQ. FT. PLYWD pl,wood F// Prope'llo 24 PNL panel STEEL- ·ve 8 I BJewel PREFAB prefabricated SMALLSCALE TOTAL AREA 3,351.00 SQ FT 0 " G100 IOL CEMENTITOUS 1 1 ~ p BACKER UNIT . 0, PREFIN prefinished BUILDINGCODE ANALYSIS 10 R En. 3 z PRELIM preliminag DENS GLASS GOLD PRKG parking OCCUPARCY TYPE R -3 4 1>e, Ave i 8 ® PSF pounds per square foot CONSTRUCTION TYPE: VB , 0 2014 90¤014 *Pu••, 'c PS' pounds per square inch , 9 404 '- (*u•~• 6 1,0,3#WTICNU,)0ES,m,~COr-E),n,S)OCU,ENT~™E PT pressure treated FIRE SPRINKLER· PER NFPA 13 D (TO BE VERIFIED W/FIRE PROTECTION DISTRICT) O 2,6. Pl,[0,¥ I aL POSS 410 •3500% .0.ECTI,R( IND IMIM. PC PTD painted INFrA 13, NFPA 13 D. OR NFPA 13 R - VERIFY REQUIREMENTS) -DELETE . 14 6, .Pliof.5.0*......ED'TH.ni[I~-TIEN PVC polyvinyl chloride & 1 2 ..1018ILLPOSS~~SSOCIAIES ~RCIFECTURiM*>U-IG PC 0111Fo~Al®~SOCIAEARC~EC~£*...C.... .CO~,01[AmCGY~COI„Rm.Bl m-I Ciplims,r neRno - poss GENERAL NOTES: ARCHITECTURE + PLANNING 1. REF. GlOO FOR F.A.R. CALCS 4:00 LEGEND APPLIES TO FLOOR AREA 1_111.1 DECK AREA Sos EAST M~IN STR£El ASPE' C...0 1/lt 11' "D." 475~ (F~ S70/920 2$~D Consultant Issue 1 03/17/14 IAND USE APPROVAL APPLICATION (G1021 11 010% CED V v 4 4 l~ : 11 1 1 - 'iii: bil,bil-1- -tt=trum': i-1 h:r=I T 1 Z i j' . 8 0 111 ® ® ti 7-tittl.*di=#ht=DECKTFFF:FFF=*PRE \,1 D, i '.1-1 -1. 1-41.-rli#-14·lu 111 - ~ 1 1 1 1 li i.. , 1%33%9·3.4<figiRMWBFF -- If«/// *fit«~ /-2 'r- -i i /#,4, 1. ~ .l~1 1*j·~4«€j/*::g~- 4 ~ 5»1212sjfig #EM ' f 1 898 EAST HOPKINS vummeimwmewl/'mmb,- ~4 mi'14*11;1.1~2vu-1 1 1. 1*/*Al /1 1/l/il f/ ~Im - 2.G,03 '123 61041 H z<G 102) (G102) 0*9;3>Qi*UPPULEVEit L ::: 11 k-/ L./ 52*8***3*IAE*LOWER LEVE ,,<f L./ 898 EAST HOPKINS AVE 12£ 1 ASPEN. CO 81611 »Willl#/l». £:23*.i52*28*ijo66%3380 i %10*MY 1 l i l li 111 i 1111 11.1 ' 12% 1 . 11111 41 : 1 46.1/WU< 31 0 1 {3 : 1: 7§%*tu 1 1 1 P 3% /'ll/2 ' JI I///l/lfrj-~/t~ / -1.-:a~ t-tt-=41* 1 NIP5)6.111411*2 NAN T H 441.1- 1: .11:.011111 1!: :iii ·r 12«/70,6.V€/ '4 .I lilli I GAPAGE ~ 1 -ti·+ ft.+ , Il 0 ~il : . i.605 5Fi<- :;, · t·- a.=-e [SLAB ON GRADE @ GARAGE ABOVE) TE'22 zATVW&*Fi k-46.., - 4 - · ~ 1'' 4 - · NORTH i , .~ r ~9« -11#t-El-:,1--FF:Ir=*E--rn--zz- PROJECT NO : 'R: *= 4-1- F :t= = *~5~EFFEEBE t=. tr: E ~E~ 'I- I -- ~05) . /2, « / 3 -1.11 1 [i@EliggE,ihi#*:1='.'t--·lili D #L-. m- 1 1 1 2132000 0 3 3 G 102 i '' ~ 9 EN 1111 Ul . 1 SHEET BTLE ~ ti I FLOOR AREA CALCULATIONS /h F.A.R. UPPER LEVEL /-1 F.A.R. MAIN LEVEL 11 F.A.R. - LOWER LEVEL ~ SCALE (2 ) 1/8" =1'-0 - SCALE 1/8· - 1-0 j SCALE 1/8·= 1:0' G101 0 2014 Ic.E......~ic tlE -0,%,All, - ots, 1,1™1 C,r~,1 a, THS J~~EN- IS nE I'.Im'.L./AICAm/Als U..1!ICU[W~-~11/1,4 IC.4,T Or T»S.....yl 'ED,Wn,0,1 - ..Trl PE!,12,1 Of *t P{ES 41, ASSOO•rEi JE,-ECUE ;,1,0 ~-*110,G P C IU POSS N® ASSOCiA,Ii ~OmCRRE- PUJ,1111,{1 g,AU RE!,1,1 c.'ll. Rna 420 3/17/2014 2:20:27 PM GENERAL NOTES: poss 1 1058.54 SQ FT TOTAL WALL AREA @ LL / ARCHITECTURE + PLANNING jILLIOLL. 38% EXPOSED WALL AREA 2 REF. G100 FOR F.A. R. CALCS JA:st 7--1 - 4044 ~ EXPOSED WALL ~03 ~ BELOWGRADE WALL 0, 105 EAST WAIM STREET ASPEN .....0 21§11 IT] -O.2, 4 73$ .1 S?O/9~0 295~ Consultant Issle 1 01/17/14 tAND USE APPROVAI APPLIC:.tTION »11 aluwdi d :·Mmhei: 1 d igium ~1 GARAGE B FOYEREIN [12] 1 8*Ell 1 1}·3**: 412%5755#5522f \ 011!immi##4~#~ti|Lill'[1:11.[0EEREE I ABOVE GRADE: 226 SF LOWER LEVEL BELOWGRADE OSF 898 EAST HOPKINS I Ip«53·23»92'2111 L EXISTING GRADE 898 EAST HOPKINS AVE ASPEN, CO 81611 - F.A.R.- NORTH ELEVATION - PROPOSED rh F.A. R. - SOUTH ELEVATION - PROPOSED c 4. »--i=?3~ < 3 j SCALE 1/8·=1'.O ~ ) SCALE i-1.- RE EIVED CIT OF ASPEN - MR17 2014 1 -~--le....1.3/t-- - --0 i- - n . - COMM TY DEVELOPMEN- H 1 8 012=A-3,=+ 4 r=========-i==- i.* 1_~Iirnk, - PROJECT NO 2132000 _Ll=iLL_L_1_111===6=*N=66+1 1 ·, IT I '.lilli; 1 0~A2~WFFFHFFEEFEEFFI 1 11 .---'/; " EXISTING GRADE EXISTING GRADE w $ SHEETTITLE x M BOLI .. /36 k x Ki X.11 * A =Unot<AA i.iI 11L~~~~ -.·> ~ v . v . ,·,-vvvv vvvv vvvv vvv -1- - - - - - - -- - - FLOOR AREA ELEVATIONS \S:laam,. ~ LOWER LEVEL ABOVE GRADE 56 SF __~/ ABOVE GRADE: 106 SF BELOW GRADE: 250 SF BELOW GRADE: 200 SF G102 /-1 F.A.R. -EAST ELEVATION - PROPOSED /h F.A.R. - WEST ELEVATION - PROPOSED [2 - ..POSSH=& 0 2014 K*„TURE+PL-NG 'C - SCALE 1/80 - 1'-0· ~-SCALE-IB-10 I.OR.=<IGNI,TE~C,r~ED.1~S~O~EN'In¢ 1,Q p. I ™$ .oq,0n,ell" ..MED ~nlo,n THE ...m' M=#M V® ASOCIATES ARC~TECIufi~«)PL-N¢C FC BUPOSS *1SS0OA. 1#ECTUREANDPLAMMNO PC m(All RETWN .- ASTATUTOR¥ .....H.D.*.UDING aralgHT THM 3/17/2014 2:20:29 PM puss ARCHITECTURE + PlANNING RREMPFee KEY RREMP = SQ FT * 34/EFFICIENCY OF BOILER. NUMBERS REFLECT 90% EFFICIENT BOILER. PROPOSED SNOWMELT AREA TO SNOWMELT SCI FT PROPOSED SQ FT DISTING FEE Non, Deck -Upper.evel 210 167.81 $1,593.84 6« FA EXISTING SNOWMELT couti Deck - Upper.evil 605.89 605.89 Som Ar Entry / Walk.vay 218.73 0 $8,200.40 42 - ~TOTALS 1014.61 773.7 $5,159.24 €2 47 0 0 F--- PROPOSED SNOWMELT: O SQ FT --... 10§ EAST MAI» STREET ASPEN coloRADO 11111 -I ."",5 478 § IFI,70/970 ji,C Consultant PROPOSED SNOWMELT: 210 SQ FT it 4 ~ -- E :11 ... .... O AfI l.-1 - r r GUEST ~ MEDIA DIN!NG F.LIL - Issue MASTER 11 ROOM MASTER 1 1 LLI 1.-®LI U Dgi-1 MASTER BATH ~| L + I 03/17/14 LAND USE APPROVAL [191.] .dPPL1(IATION _ L 1 , LIVING " 4#A ~1 ~ . LEIJ 1* 2 11231 > -1-71- -]F & ~ DRP&§!~NG ~~~~ E--0-11 1 : ------ 1 -' LEE..1 m AL - L_.-r, 1 112 BEDROOM .....11 uP I BEDROOM - R. J UP -1 UE 1 - 11 LEI Ljt/1 1111 ill 1 . FOYER . u i 1 · Cil . 1IL iliffit'.*.9. *L.....L 9 1 EXISTING SNOWMELT. 605 83 SO FT. '4 w'.H !l 1//1 898 EAST HOPKINS (SLA8 ON GRADE @ GARAGE ABOVE) 1 LJ. toi-: i GARAGE 1 911 'fe. 012£1 91 fif'lllil 898 EAST HOPKINS AVE 1 , ASPEN, CO 81611 1 1-75' ' LI i - ~ - PROPOSED SNOWMELT: 218.79 SQFT 1 F-J~- 1 -333 0 .':~ PROPERTY LINE i ¢3 4\9\Vii B j ' 0 5 11 . 11 5 ( 6 0 h\\4\r==T SIDNA.K k.. SNOWMELT AREA - LOWER LEVEL 0-3 SNOWMELT AREA- MAIN LEVEL ~ SNOWMELT AREA - UPPER LEVEL SCALE 1/8·.1-0 - SCALE 1/8' - 1'-0 SCALE 1/8' = 1-0 PROJECT NO ;2 ; 21320.00 SHEET nilE SNOWMELT AREA G103 BLP(MSiASS£~1.. 0 2014 ElmECTURE Mam<,PC n€ .oRi,Anal Al® DE- m' cor,Mi , M Joc,Mr I nE P~rm¥........00/[1 mCITECTIM*.i.. ./. OF nes .OAMATION = I J5ED N,Houf 11€ MIONITTEN Bl. OF.L= I.(.Im'/TURE<PL-MC FC 8'UPOSS,10 JISS.,TER ~CHOECTURENCPU,111.-m .. CCFmIGH' TMERET' poss ARCHITECTURE + PLANNING t<St U iO5 EAST MAIN STHEET ASPErt COLO~ADO 1/611 """"' 4755 :Fl'~0/9 Zo "" Consultant (G) , A <B~ (A} SETBACK FROM TOP OF SLOPE. 1 REF. A002 EXISTING TOP OF SLOPE IA 21 I , 15-0 - ADJUST TOP OF SLOPE AT NORTH 7/ PLANTER PER JOSH RICE, CITY 1 1 1.1 1 I NO DEVELOPMENT ENGINEERING \ 1 REF. TOP OF SLOPE NOTES. 1 01 1 ki Fillill 14 lili h- -f- - 1 T O FINISH @ UPPER LEvEL 1 -1.1 1 11 7. .7 1 5 91 66?M ..Al 2,4 ~ 7 109-0 1/2 1 \1,1 10 M | \41 : Issue i i i r==== 11111 ~4 1 03/17/14 LAND USE APPROVAL 1 41. T 0, FINISH @ MAIN LEVEL APPLICATION ~100·- 0 r-,71 44'. ./r~....1 1./.#AL Lrt ~i D'/ 1~ ~mi .... - EN11%2~NTERS IN T O. FINISH O LOWER LEVEL , //\%779»91/"/4~" \\ 96\>\> A\./ ,~0>.4~~2\X\0 1' *«7" ~ /5,15<--1~~~' 0» 22-4«~- -+ 64%/ IL' 445<'-' 454$"i" ..~Ti «9 /6 »I \044../ /.....fc:. 6.isi:*f#r., I. 1 /15$,32:*6* -- ExISTING GRADE 94· 014~ f»i~»44 1 111»«t ~»9» 44 *2« 24>97%2* 0» v« 4 :»r 4>9% 4~ 40 1 '0*4 . .2.//'4~~~1: ' / ~9©/ » )~"~ 34'4 ~"k~t~Z~:4~3"11'~ 4/7/~4'~'4fo /474':4 ~ / \ 4 649 03\ «<44< 5 'f «f,44'IP>.~..~ 4/, n » .4,14>/9*xt o »444~14~ »f~ .0. ,»».9.00 /59+*~»,CO~ 898 EAST HOPKINS ~ BUILDING SECTION W/GRADE 898 EAST HOPKINS AVE ASPEN, CO 81611 SCALE 1/8· = 1-0 TOP OF SLOPE NOTES 1 EMAI L FROM JOSH RICE DATED 03/04/2014 READS AS FOLLOWS Julie, I had some discussions regard'rg the topof slope today Based on the suriey from Gam :a, we would look at te#oca:ing the top & slope to the northern tmber wan. However. this wourd st,U keep much of the ex sling hardscape wthin the 15' setbe€k and wOUNd p/dude the project from prowding a VOCV BMP within the setback l am proposed that ne project be allowed to pfovide a *QCV BMP within the existing planter and te, concrete patio repair and the Engmeeing Department is ok w,th thts proposal. but i want to discuss d with ComDev j wm 17 to meet wit> jim mmormw or l he PROJECT NO Thursday to discuss. 2132000 Thanks. josh R~e. P.E.. CFM Development Eng;neer 130 S. Gajena St. Aspen, CO 81611 SHEETTITLE (970) 429-2750 Josh.nce@citpfaspen.coin BLDG. SECTION W TOP OF GRADE G104 BIL ...0.... G 2014 ,~clmECTUR£ IPL~NNING.P C THE INFORWnON .ND DESIGM IrTEMT CON-AU,El 014 M ]OCNN' IS ¥ PRC,ERT¥(,2,1POSSA/,SK~TTS ARO,ITU.RFN«}M~,~0,&'C PIDP,AT =RMAT~ ,~ B[ JSE]1~miOVT ™FP~IORV~fn[' ...........SOCIAIkS ./lul....ING PC BIUPOSSANDASSOCIATE'ARCHITE.IMPOM~I P.-/RET. WMIL~SlAIU!00¥UOOTHE~~-= <-6 Cm...."TO 10 3/17/20[4 2.20 31 PM -*.- APPROXIMATE MEAN \·2*#yair#Maih#e Verfor, 1 , 416 1/ 9 ./ Palk IkirROVEMENT SURVEY PLAT ulk ROARING FORK RIVER - 898 EAST HOPKINS AVE. I.- 2 - - . 43 - 331*,tr .- 2.» A 4 0 4~ its - . THE WEST 45 FEET OF WEST END STREET ADJACENT TO LOT S, '995*.. \ BLOCK 27, EAST ASPEN ADDITION, ASPEN, COLORADO 4 0 NE.L E M.._ ~' 4ill. U.4,9* .... P -\ ,\ OUND ILLEGIBLE ALUMT UM CP - 0.4 0 0 4,508<4 - L ,\.\2\- 4 lt'· 3. r° , . C -.102.3 4 047- « 2 --- 9 M %'fi~|j ~ te'. - -1 4 04 /1 4 4~' D., d i>- HIGH-WATER UNE A DISTANCE OF i 02' FROM CALCULATED ./37 ./.2 E - 2, 449.1 4.7 **We .. - ~ f.-#41 5 ' 4~~ SITE LOCATION , CORNER RE RETAINNG 4 m -3 ..1./A Ui, E 1* 44• Z ONIEEROUS 4 b. . 1., 9.0\ 2- 1 WALLS ~ 7 ~ 7 406 4 s» 14. CONIFER 8" CONIFEROUS 39 'e .9 3 - le OUS D?EE 4% f. \ .949 . . *m ¤.M 8' CONIFER OUS TREE hd# 171.y WEGGBLE ALUMIUM CAP 7* CON/FEROUS rop FOUND VILCH BEARS N731212, A CONCRETE PA110 . CONIFFEROUS 2455' CORNER CALCULATED ~ERTY E*7,PANEL_ 08097®itf· In: @: 44£ <e* - 1 4...A AUS 43: 00[> RE RET 7.27' [NING W 35 10 Z * GIN REVIEW LINE' PREPARED BY "PLANNING REVIEW MAP OF- OVERHANG VICINITY MAP 0.60, f DEON - .ME TREE A SCALE: 1. = 200 , 0472 JO,€. 4 £0-1 4 Porcw 0 20718203800 ·~ 00.2 0 30.45' .. Centernial Pork Condo: Common - .5 *2 0) 824 E- Hopk~,~~s Ave. 4 Aspen, CO - f.* 40 , 4 - 0€ BANK AS iNDICATED 9~ DECIDU ous co '44 ON < FORK RIVER CROSS SES:nONS/STREAN ROARING SOPRIS ENGNEERIG~ LLC IN WOOD AND fakim RE RETNNING TWO STORY WOOD FRAME Parcel # 273718205800 10 20 30 S TUCeo 2000 WALLS ASPEN RESIDENCE 0 9 -70. 9~ DECDO NEE PEE ID' OUS ASPEN 4. - Mountoin River Monor Association: Area : 0~ING, PGRCH comm~>,7 Eondo 900 E. CO 81611 Hopkins .• 4 " Aspen, DECIDUOUS 736 LEGAL DESCRIPTION: 12.0 9 1 ;REES GRAPHIC SCALE IN FEET ONIFEROUS A lot being the West 45 feet of West End Street adjacent to Lot S Block 27, East Aspen €2 / 00 1 INCH „ . FEET Addition, more particularly described as follows: Beginning at the southeast corner of Lo: S. Block 27. East Aspen Addition: whence the - CONTOUR INTERVAL = 1 FEET . 2 794 - 6 DECIDUOUS City of Aspen Monument "GPS-4" located at the intersection of East Hopkins Avenue and 2 5 ~tf ~-f ~-~ ~~ ~ -~ West End Street bears S 24°49'42" E a distance of 55.94 feet: thence S 74'17'41" E a 4 90. 25.60 6 1 distance of 45.00 feet: thence N 15°42'19" E a distance of 100.00 feet: thence N . O %9 a WHI~4 8EARS S46·29'20-E A », SMC 74°17'41·Wa distance of 45.00 feet; thence S 15°42'19· W a distance of 100.00 feet; STANCE OF FROM »- %215 which line is the East Lot Line of Lot S. Block 27, East Aspen Addition. to the point 'f 6 0 ..0. beginning, containing 4500 sq. ft. or 0.103 acres more or less. 2 00 == 18 CONCRETE DRIVEWAY f. 211- 1,1 1, 2 P moo t i ~5 \** 1'. - !, -:. ASPEN NOTES: 7- DECIDUOUS TREE S -4. ~ l fri'=N- 1 17 2 )'/Ru NESS· 1. The unit of measure for this survey is the U.S. Survey Foot. 374. 7REES 1 01 U :Y ¥ 2. The Basis of Bearing for this survey is between the City of Aspen monument ··GPS-4· located at the intersection of East Hopkins Avenue and West End Street and the City of CLERK & RECORDER ACCEPTANCE FOR \ I 0 --fi . 04£#BLE 4&04,ila# ALCULATED PROPERTY Aspen Monument "GPS-1 » located at the intersection of East Durant and West End _~· C E ~0~'~2~~~M 4 Clp Street being S15'46'03"W. RECORDING: 13- CONiFEROUS CORNER 3. The building setbacks for this lot are 5 feet from the side lot lines and 10 feet from the ) This Improvement Sir'vey has been accepted for filing in the office of front and feal lot lines. 8/Whpi-321>,r the Clerk & Recorder of Pitkin County. Colorado. on this 4. This Improvement Survey was not based upon a title commitment. / \0 day of 20_. In Plat Book CONCRETE SIDEWALK 5. The topographic survey for this project was conducted in December, 2013 and is 1 at Page as Reception No. based on the City of Aspen GPS Control Monumentation Datum. .lp '<419)*U / HOPKINS 4 <5-- 4 84(* OF By: Clerk & Recorder CORD \1- » \,0 4 FE. \ P. SURVEYOR'S CERTIFICATE: CD \\1- I, Michael J. Gamba, a professional land surveyor licensed under the laws of the I \P . state of Colorado, hereby certify tjlat, subject to notes shown hereon, this on a survey of the property described hereon performed in December of 2013: was made under my direct supervision: the calculated error of closure for the survey i improvement survey plat is true and correct to the best of my knowledge: is based control used In this survey Is less than 1 in 15,000: con forms to all applicable state laws as defined In Title 38, Articles 50, 51, and 53 Colorado Revised Statutes. (777 .... GPS-4: 20014% ASPEN GPS ..--G<2Ii~ 4 MONUMENT 0)/01 64*97*jr- /97 48 2/19 '7 76: ·' .sm in ,/1494·j / CO .... 5,,AN D 4.7 --3 Michael J. Gamba P.E. & P.L.S. 28036 E- '.W'*' . 1 CITY m NOTICE: According to Colorado law you MUST commence any legal action ~I- Cos~~ *-PY GPS CONDR •SP uNUMENT based upon any defed in this survey within three years cfter you first discovered such defect. In no event, may an oction based upon any defect in this sur~ey be commenced more than ten years from the date of Ihe certification shown hereon. 031: ON 13345 SaoA]AM I orw ·19 0)1143 11 IDE-[6£86 E0919 00 'SONI~dS ODOMN3-19 . 'O/ Ill 'Ill '~ Hom s Ave. John Kastner NOISIA33 100.00' 1 1 0= 'Ag NAAV.0 1 1 SPED ment Survey Plat Odd¥ el,4 3 30¥W NEST END ST. Graphic Scale 1 - In Feet: 1.= 5 - i (-084fNAGE . - - · , r-rfe'ER·17 r-FWN GARDEN l SWALE Of*NAGE FOR Pl.2, Pl.221 NUT 1 = 09 ..1 i * f.r · f\\Ild /0-/9. ff 3, 1·, I. - -01 1 - . . /4'4 . 1 , - - ...,1 I , W. 0/ P<*11 /~11 SHED ' 0 :11 H 1- i i / 4 64NOSC,PE· h ,...~ h... -0 - ~ ;9 - .AVIV Gl,91*N ~ . 0<. F, 1.1 * 2 1~ 1 4.439. 4)90€i-3 - 19- -4--1--- 0 4./ 4 1 ..11. 41.10 1 1 •49 lia O 17£114 . 1--1-3 - - 041 ~09' .1, . 9- ir:. 1. 1 I · - I. 5. - 1 T.·· W- 7 -=. / 1\ My h 94,.2 21 44 14.1 1 1.l ; 11 6 - ' 4151/V HASH 1 .... 1-141 1.1,3.-1 1 1.1 ./:./.-*M L/NE 0.·r \> y-n«jofF' .-/ 3-3 r~ A- 0 -El ; 4 ·--- 2 ~au./ '1- P h ,/ I A--_-·-0 - ' 9=6=1 ·0 - 1 - -'1 . I: , m-P\ 77. ..55.1% 1 21.1 $1 0 i . + 1 , 11 vol rue ~ ~~. a E EA~ ·../- . & . \019\100} ··A i *1' 1 1-§ 1 4-' i-i R · , bra, i 1 .0,2 I .1 . 1 A 1.. - 1 11 1 1 + . I. 1, 43 i•, i , 1 , --4 .-1 & I :0. . I 14 1:.-4 1 rn 1%. 1141: 0 - . . «-3-1 02: It» i.. o i : :- ¥ 1 u,4. 0 Ers,i,e . ' q ~ « tiI{-flift-r« ~ . 1 J' · · - - -t- !€1 i . MME»M K. 0/SCHWGE ,;,/UN 1/ .. * . 1. 1 70, /J~VEDY ...4 X .I ...D~ ~ ~§%;SU ~ ' -~31% ~ ,rNE I I 5 1 al\\ = 11 £ SANDSTONE r ·· 898 C HOPKINS AVE. · ~23|100) u - ~*1.~~~ p"0 00: I FF-26.0 - 4.1 A f.- 3iel (019I/7 ~L 1 ..-0 - - miTT-1- TI-1- 1 I 6 n. )-1 -An,1 7 12-37- r . 1 c· 72 4 2:' \ i J A %1~ . DRAIN COUECTIOA) r-- · .6 . ' -f Pl. -- 2 f · RNN WAR~ 8 8 /9 0 ' 1 4 - D '. 4 -239.- . i. m 1 11 :„ -1 r ··· r • ..: PLANTER BED . A * t.---~4>*'.IT*&%3, p V -5.0 . ..-3. 6.: p 92- . . 1 \ 9 1 1% :ep 22.Ai. .... 1. . .0 0 I - tA*. · SIDEWALK ~' -PY. - ' A- I % 114 B 0 1, '- U u.._ &1 U *- 11, l : M fn *r- · I ' ...I'. / ./.'llirl.*Il.+;;1./-1-I- 2 7-t&14129€91~ 4--~-121. ti...'-.-·-==- 5 '.' 0817642-1 \\upROPERD' 1 t ' 4 1 - . - RAIN GARDEN L - 4/ ..61 -< 2 i j ' INLET LINE ~ - -- FOR Pl.0, Pt.3 ,. . I. : I . ...j I. I I ' ''.. 1 14 -·- TOP OF (25 M 16: BANK . :1\ . - 9 1 . . - LEGEND - DRAINAGE-_FLAN--NQIEk 1. EXISDNG CONDITIONS SHOWN ON THIS MAP ARE FROM A SURVEY jBASIN IDENT] AER COMPLETED BY GAMBA AND ASSOC/ATES. 898 E Hopkins re><' 2. THIS DRAINAGE MAP SHOWS GENERAL DRAINAGE PATTERNS. WQCV Calculations Fee in Ueu of Detention Calculation 91« DRArNAGE BASIN LAYOUT, AND DESIGN POINTS. 898 E. Hopkins Ave., Aspen, CO Existing* Bosin Area {sf) A w{,f) 96~MP MDCIA E 4,* Inches** WQCV (4) V..eed {41 AREA (AC) CIA URMP. IMPERVIOUS AREA WILL NOT BE INCREASED. SEE FEE - -EMCDVE NPERWOUS 3. PROJECT 15 PURSUING FEE IN UEU OF PROVIDING DETENTION PER A 1846 sf houg Imp Pl.0 1014 1015 100% 0 100% 0 255 .p 22 CALCULATION ON THIS SHEET. 53 sf shed DES/GN POLNT Pl. 1 817 817 100% 0 100% 0 255 17 17 515 sf front/side Pl.2 812 354 44% 1 4, IDENTIFIED EXISUNG PLANTER BEDS WILL BE REHABILITATED TO 461 sf Tear DRAIN BAWN BOUNDARY ENORETENTION GARDENS. Pl.3 814 160 20% 1 17% 0.045 3 3 5. 2875 sf Total Pl.4 351 180 51% 1 46% 009 3 3 & DRA/N /NLET 6. THE CoA iS REOURING A TRENCH DRwN BE iNSTALLED IN THE V rel 6.2 d/100 sf 178 cf Pl 5 606 293 48% 1 43% 0,055 4 4 EXSTING DRIVEWAY TO COLLECT RUNOFF FROM THE ORAVEWAY IMPERMOUS AREA. Totals 4414 2346 53% 54 54.00 Fee 572.10 per d Total $12,852 *Figure 8.14 CoA URMP -" m- STORM ORAN **Figurea 13 CoA URMP • Does not inlcude adjacent ROW 8019 PROPOSED CONTOUR MINOR MZC£2.2/DID/ti a.-22AEQN. 8020 PROPOSED CONTOUR MAJOR EXETING CONTOUR MINOR EXISTING CONTOUR MAJOR i DRNNAGE SWALE FLOW ARROWS # Not For 6SGM Revision Date By Job No. 2014-320.001 Preliminary Diamond Residence Concpetual Grading and Drawn by: ABR D 1 00 Dole 118 West Sixth Street. Suite 200 898 E. Hopkins Ave. Aspen, CO Drainage Plan Qc: )00( ~ FE: A. 01 00 03·13-2014 Construction Glenwood Springs, CO 81601 970.945 1004 www.sgm-inc.com Filer [)100 00'/0*1 : 038 831 9> 038 a31 7900 HOPKINS AVE DRM»PRON B]NM >1210 3 ONIEWOM l 038 831N \. 56///S 038 831/ .......1 1#2014\2014-320--Poss\001-898-E-Hopkinsv,-Dig5\00 Working\D,00.dig Plotted 3/1 3/2074 4 06 'M By Ardre. Ror»e.•O Mean High Water Line To RFR \---*-.-.=---- --- Plant Legend Existing Evergreens Tree To Be Removed 7 11\lili '' /1 Proposed Crabapple Trees - ' «11,2 - , - Trees To Be Removed Existing Stairs To Remain ' Adilnted 'Top Of Slope' To Be Edge Of Planter {( 1 - Pine Tree ~ p«fpproval 4 Cdyin,lineer 2 - Bristlecone Trees (C . 1 1 kw,%03~ I j,/41» Existing Mofiters To Remain Existing Terraced Planlers To Be Modified To -- ---= 5 2 3. Trees To Be Planted Existing Stairs To Remain Meet City Requirements For Water Filtration Bosins ==13, 38. 36 2--342-_ A-' 4- 3" Crabappie Trees 41110: ' I. «- ------ 15' Setback From 4* 'bif *77,111\\9 - F.Ming Top Of Bank Adiusted Top Of Bank 1 Proposed Hot Tub Recessed Intr P-';n 0 -42 1 19l- 4441//, FYI"ing Wood Fence Stone Wall Around Hot Tub 183" Above Patio Existing Tie Walls Te &--1- =.9 : 2, 2*~t, i n.,-6 Aknwi Proposed New Facade To Inside Of Wood Fence Existing Fence On Neighbors Property OPT Existing Wall On Neighbors Property 4 : /: J -- City Required InAltration Area To : 1.13 Walkway To Jog For Interest And To Get Plants On Water Before Piping To Terraced Planters (' Both Sides Of Walkway 1 : - 6-,1 i_~~ ) Small Planters To Break Up Straight Walkway UPP"' Small Wall Material To Be Determined Along With 1 k .IX Potential Window Well Location 1 31 F Properly Line , Existing Shed To Remain ~ - Existing Fence & Gate To Be Replaced With New Style - A b,+Zz. ~ [ally 1-•-, & Gate To Be Replaced With New Style Decorative Boulders To Base Groundcovers 9.1 'Pfr-*. P,vp: 1, Line Around 1!, + 2 Crabapple Trees To Replace 2 Evergreen Trees - 1 Ill ! Larger Entry Patio 1 Step Up To Entry Patio Location To Be Determined By Views From Terrace ~ \\\\- El Existing Sidewalk ~ 2>771 - Direct Walkway To Sidewalk Edge Of Road Curb 1 2141!#fria Po. w....11 1 Groundcovers CEL-1 4--? Crabapples To Replace Large Evergreen Tree 17 t¥.4 f 9 1.-re»Uff 9-1 11 + --2 - RECEIVED _U. 1 21,4 Trees To Be Removed R. 311 1 \2- 4 -317 1.11 11 -2-\ LAR 17 2010 '11#111?. 6. u/ 0 + U it + 7 01[YOFASPEN 1~ul }NITY DEVELOPMENT East Hopkins Ave Diamond Residence - 898 East Hopkins Ave Conceptual Landscape Plan - With Existing North Patio ~ ~ GREG MOZIAN AND ASSOCIATES, INC 03/1314 ~ 3 Landscape Architecture · Environmental Planning 117 Soue, Sp,ing Street Suite 202 • *A,p~~1::19~I~ 1/8"=1'-0" 1_...~ M. (970) 925-8963 • Fan (970) 925-1Z17 poss ARCHITECTURE + PLANNING 43.49 1. - »SP - 0 605 EASI WAIN ST~EET A.H COLORADO 11.1 {T' 970/92~ 4"' .1970/920 2950 %-f C'.'./ f\- s - ADJUST TOP OF SLOPE AT 1 NORTH PLANTER PER JOSH EXISTING HOT TUB - - j RICE, CITY ENGINEERING. . REF. TOP OF SLOPE NOTES %4 \ t--. \. r- ---2 IE 1 :12 X / : 2/9 / 44 1 -r -j -)-1, 1 & DECK BELOW 1 '\J t Issue 1 03/17/14 IAND LISE APPROVAL , _ APPLICATION 1 . -- 1 EXISTING TOPOF SLOPE 4 , SETBACK FROM TOP OF SLOPE RETAINING WALLS, / RU LA DWGS ki 1 1 1. 'fi f LIGHTWELL / j f / WOOD FENCE, ~ /07 ' 1, ~ REF. LA DWGS SHED ---~ 1/// 7/7 07 \ il- LO- L'NE 1 233 1 \ REF. LA DWGS 898 EAST HOPKINS ~ WOOD FENCE, 99 PAVERS, 1 ~ PLANTERS, REF. LA DWGS REF. LA DWGS 898 EAST HOPKINS AVE DECK BELOW ASPEN, CO 81611 / TOP OF SLOPE NOTES 1. EMAIL FROM JOSH RICE DATED 03/04/2014 READS , C' 21 f j AS FOLLOWS 3 1 . DRIVEWAY JUM® 1 had some discussions regarding the top of slope tijay. Based on the suney from Gamba, we would look at relocaling the top of slope fo the northern funner wan SIDEWALK Ho*eper. mis »ouid sh// keep much of #72 ensting hardscape within the 1 5 serback and would preclude - CURB, TO BE REPLACED UPON the preect from prowding a WOCV BMP within the INSPECTION NORTH setback j am proposed that the project be al lowed to . provide a WQCV BMP within the existing planter and for concrete pa o repaar and the Eng/eeing Department is PROJECT NO ok with thi proposal but /want to dicuss / with 21320 DO Con?lky. r wdi t) to meet w,th Am tomenow or the HOPKINS Thursday to ascuss 77,0nd josh Rice, P.E. CFM SHEET TiTLE Development E ng;neef 130 S. Galina St. kpen. CO 81611 ARCHITECTURAL SITE PLAN (970) 429-2750 Josh.,?ce@cityofaspen. com - PROPOSED A002 Gil , POSS /O ~SSOCIATES 0 2014 IM,acTURE IMANNNE,PC 0-3 SITE PLAN -PROPOSED p~opr~Yorpi,[POSSA~~SOCIATIS ARCHITECUF*PL1I™iNG PC ~It I,FOR,AW, Ve DEg E~ = f 1 ~ r.s ~0¢~er,s n~ •1 , .PIT Of 01!S 1.m... I USE........ TEN J SCALE 1/8· = 1'-0 PERUSg~*of suposs-=mNC~ 02!u~ AMDP_-NG N BIUPOSS-ASSOCIAE AROHICTU'OPUNNND .SUU.. ,21 COB = m l€]R¥ *DO,MER RE Rtlf. ED RIC,1,3 ING[U,]ING cgmm 3/17/20 4 2 20 09 P M poss , 9 (A2# (A203I (Glo.3 ~ ARCHITECTURE + PLANNING VVV GENERAL NOTES 1. ALLDIMENSIONSTOBEVERIFIED | ON·SITE. 30' - 1 f 2. ALL DIMENSIONS ARE TO FRAMING, UNLESSNOTEDOTHERWISE. <40 3. SIDING /CLADDING NOT SHOWN 42) UNLESS NOTED OTHERWISE. b b 4 1 1 ID~ EAST WAIN STREET ASPE~ CO#.0 '1511 (83--- - k-~1 -<~ (T},70/,2, 47. § .],70,91, ," LEGEND Consultant 00*20***® PROPOSED WALL C~11' AUIYU PROPOSED FLOOR INFILL , 4 - COFFERED CEILING TO BE DEMOLISHED ----- 1 1 _____ DEMOLITION I j.*RE,ju ,;.j : EXISTING TO REMAIN I /1 \ ./Dr /1 M GUEST MEDIA // - MASTER ROOM ~~ ,/ Lei] ' 1.*zil 12+KI'l r - 7 ZE -7 7 -d 8 Issue ' DRESSING 241 fix L------ 11 1 03/17/14 lAND USE APPROVAI #1 4 2© .*PPLIC.•,TION 9204 1 6 , [213 ~ = =~ MECH 4 »-1 M =1141 01 - 20 (A20% i \ v -8 1 I fak 4 11 ~==== (G 102) 1 DI~*~NG ~'8~TH-,#p / \ 2€Glom 1_/ 1 11 \ 1 .-- 1 LEL'll F D U £2 - 11 - 41 ~~= BEDROOM 6 1 r _u k #2 = =h e m - C UP U \ 898 EAST HOPKINS / 1 898 EAST HOPKINS AVE ASPEN. CO 81611 RECE NED 3 1 JE.Af. ON GRADE @ GAIAGE ABOVE; El- --,=- ----f---------------- --u---- --f--iD MAR 1 7 >r:t CITY OF AoyiN COMMUNIrr DEVELOPMENT 1 1 NORTH PROJECTNO 2132000 SHEET ImE ARCHITECTURAL PLANS - LOWER LEVEL i i EXISTING/DEMO 1 A101 1 1 3 2 2 0 2014 <3„!#EVEPL-,EPC (G102~ IA2011 (A203I /-1 LOWER LEVEL - EXISTING/DEMO ni[ ~0-1 10 'SIGN 1./ CO~A~Im ON T~S DOCINFI~ ISI PRm/91[LPCSSAI®~550(!AIFS ;IRCI~[CTIMNI)/Um~1&PC 03 {1) ../. T},5 -ORM•ION,MY I ISE™ne,IT nE .. ~mEN \ / SCALE 1/4' = 1·-0 PERMS,CNOF 8,UPOSS 4,C ASS(XIA,25 ARIC~/CNEt -U-IC. PC BILLPOS$NEASSOCIAE ARCI~TECTUREN,DPLAMIING PC SIAURET. ECO=,lu~STA.%-OTHE~RESE~Unmeils NalmG 0/IN ./10 FI II -1£9 10'- 11 1/2 .0-.OI •6/t rt - .0 [ 3/17/2014 2:20 10 PM poss (A201 1 A203 (G103 ~ GENERAL NOTES: ARCHITECTURE + PLANNING V V V 1. ALL DllvIENSIONS TO BE VERIFIED ON-SITE. 30 0' 6 2. ALLDIMENSIONSARETOFRAMING. ' UNLESS NOTED OTHERWISE. 3 SIDING/CLADDING NOT SHOWN y.<9 UNLESS NOTED OTHERWISE, +9 b o O 1 l A 0 LEGEND 605 EAST MAIN STHEET 8.Ef' COLORROQ ..I PROPOSED WALL (TI 970~925 4)St . 970/920 2950 F Y te>' 1 4»Med - Consultant Cne : PROPOSED FLOOR INFILL 9 - 71/2 LIEZZ DEMOLITION ' 7~~~7~'3 EXISTINGTOREMAIN € 46 4<IICI) 2 I . Al 102)2 V 4 V 3 . 1 : m - GUEST MEDIA + MASTER ROOM Lggl] LEL] 3'-11 7/8 10'- 10 1/2 . ----= -~.| Il ~ ~BATH #1 1 DRESSING L~i [*]/ \ / i ISSUE: 1 03/17/14 LAND LISE APPROVA I. 41 : 2~200 .APPLIC,ATION *91 4 OFFICE 3 1.2 M - 'CARK ft ff' i :% i (A2041 1 -- |BATH #4\ / , i % 10~&8 91 DRESSING ~ 2 - . 9 I(102)1 \ 01 1.29£1 - 6 2119 1 870\ A ty©-€ 1 m rt ~0% 41 6 n I j - 'W A- w-" 9 8 ---- D b I 7 I LAUNDRYI'¥+-1 1 0%24¢ [®il IL -11 /..8ir t. 127 h C/ A -- e m ch 11 A re,6 //00 7\ Ill 0' - 31/A 8 13'- 2 18 1 7.043/4 < 031~41/8. 'EU j~~- e \ 12,1 BEDROOM 10 142.J e l= 13 #2 3 [2] = A-4 1, i L . ~ A Li MECHANICAL 4 898 EAST HOPKINS 4 Lgal 1 41-- f -:-/1 898 EAST HOPKINS AVE ASPEN,C081611 1 1 b (11 - -A- -----f--------------- -1- - +TCD 1 NORni PROJECT NO 2132000 SHEET TILE ARCHITECTURAL PLAN - LOWER LEVEL PROPOSED 30'- 0· f f A102 1 ~ 6 6 v (1 ) 110 PART U THIS ~0™,TION W BE JSE] 1wl}!W~ 1}£ PR;ORV.~(4 2 | HIL P~mO. I. 0 2014 UtCI~fECIJIH N]PLANNNG .C I ),FCW-Wpl=01,r.ED, TH,5 JOC. Nris. 1 - LOWER LEVEL - PROPOSED PRGPER,y OF 8,LL POSS Al® ~500*TES, ARC,1~7CrL«E ~ ~N~. P C £ / SCALE 1/4'= 1-0 M=f ~KnS i =aUIum ANDP--NG PC BILLPOSS#~OCIATES UCI~laUR[~OPLAM,ING PC ~ALLRE™N .CO=SlA,~DRYUDorME~RE*N./. mUD~r, COPVRIGI,-DIERET[1 67'-111~ fl (3 3 09 EI .2/I II - .OI 10' - 0 3/17/2014 2:20:11 PM (A201 I A203) (6102) ARCHITECTURE + PLANNING 4 v v 43 ~OSS 11. 1 GENERAL NOTES: 30' - 0 1 ALLDIMENSIONS TO BE VERIFIED ON-SITE. 9 06 2 ALLDIMENSIONS ARE TO FRAMING, < UNLESS NOTED OTHERWISE. :634> 6-+ 4-- ~ »---~ 3 S[DING /CLADDING NOT SHOWN O- --------------------------O UNLESS NOTEDOTHERWISE. 40,<331 · 4 b DECK b LEGEND ~~0, 1 1 1 N Ir- -1 F~ /1-- I i i t I ON~NEC PROPOSED WALL U 11 11 11 1 : ''if PROPOSED FLOOR INFILL ----- -- --60~ EAST •i~I~ STREEI ASFE~ CC~ORADO :16,1 - - -- - 1 8 ----_ DEMOLITION (T) 970;923 4?56 .1 970/920 2950 1 m - u . , EXISTING TO REMAIN 1 11 r----1 1 Consultant 1 11 1 1 1 1 1 111 1 , i 1 11 1 - A | 1 1 CLOSET 4 i [12] 4 MASTER BEDROOM 11 1 1 €'9 L.12.U 11 1 4 1 81 11 1 1 11 1 1 11 1 1 F =1 1 1 1 I I ISSUE: L - - 2~ APPLICATION 1 LL / Ull 11 8 11 1 1 03'17/14 LAND USE APPROVAL 020* b / - BATH #1 c -n . --m 11(4 D b / / [93 / 11 / lili - 1 24 A204) )3 - (A204) 1 L i e = 94 , 16 4 HI 1 [1*-J -1- MASTER BATH L___ 425 (G 102), L./ 11 r ) 11 - 1 -rk f - 1 f . v_-_Off-12-_14 - L==- _ - _ _ _ l,~IT :6.- X D L / 4 10\\ BEDROOM #1 21*] 6 -\* 4 \ 1 lilli h r 16 I Hi c FOYER UP C[*3 1 9 1141111 £ 1 --- ~,~ i 898 EAST HOPKINS ELECTRIC PANELS ~ 1 -1 1 7 ---~-- 3 E e r.- - -lE - 1 1 898 EAST HOPKINS AVE V . % -0 ASPEN. CO 81611 ----1 \ PORTION OF FLOOR TO _12_ _ REMOVE ~ EXIST. CABS @ NORTH WALL TO BE REMOVED 9 EXISTING W/D / REPLACE EXIST. CABS @WEST a WALL VERIFY DIMENSION FOR -=-2 Z ® f NEW LOCATION -- r- 17 GARAGE \ r- 01/ 111 1 1 [1911 .1--- 2 11 r 1 -11 lk.-1 2 - -7- - -- -i -4~) r- \ . rilL 0 0 11 6, 1 NORTH 1 0 1 1. 1 PROJECTNO 1 2132000 == -=====n~ 1 -- ----- 4 »--(~ (Gi~- -N-- - -~ LI _ _ 21--_ --' STONE VENEER TO / SHEETTITLE 1 BEREMOVED * ARCHITECTURAL PLANS - MAIN LEVEL 1 30 -0· A103 . I 1 1 322 0 2014 ANCI~!ECiJREV€Pl-< C Mr-OR-011-=- -ED»n•:*-mr,STIE EXISTING/DEMO | 8~.poll..... /--~h MAI N LEVEL - EXISTING/DEMO (G102) (A20:) EA203) PRIPENT¥0 nILLPOSS#ASSOWES ARCHrCLINCPUNNING F C (1) . PIT..5 ...uno' I'l J.D./0Ll......IN \ / SCALE 1/4' = 1'-0 MII OF BILL POSS UC ASSO¢1~TES ARC,2-ETU~AM}P.-IMG P: BILLPOSS#.SOCIATE)CHIC!1~E*OPL~Z .@aLLRETNII i,co--STATIOR¥~DOTHER RESEMDBIGHTI Nctu# CCM*,Glf T,RE' 10'- 0 ~ ~ 9M II-,/9 .t-'EI 3/17/2014 2:20 12 PM (A201 (A203) CGI02 ' ARCHITECTURE + PLANNING GENERAL NOTES: vvv 1. ALL DIMENSIONS TOBE VERIFIED ON-SITE. It f X11-3/ M 2. ALLDIMENSIONSARETOFRAMING, UNLESS NOTED OTHERWISE. fl ~ ~ ~ Ula w LLIJ| 1 3 SIDING / CLADDING NOT SHOWN UNLESS NOTED OTHERWISE. rs4<P - 7- .Il m - --- - - 2- 6·-2 6'-41/4· 1 6 14 ~: ~, ,~ DECK b 0 2 \\ 14| UGEND 1 11 *00*= PROPOSEDWALL 1 7 02 d /101 W103 1/ 63 e 4.2202 PROPOSED FLOOR INFILL §05 EAST NAI» STREET A.. CO.m' 1161, F '94-- 4 &*M ~»hix.41"ll~ i _L DEMOLITION ," 970~925 47S 6 .'970/928 29~0 ·1 I ' I L EXISTINGTOREMAIN Consultant 11 1:11 » 1 17·-1 1, 3· - 10 1/4.4 4· - 0· 21- 10 1/4 , C.3~ 1 1 A 14 I (/0 .¥FAW (5 k¢*8-15 -- 1 MASTER '1 ' ---' n 1 BATH I m' MASTER !1 1 0 + 1 6 1 4 [12£-1 84'le.,3 : 1 '1 C 11 . I fu'>34%,1 , S - »-9 C - UR-7 e &: 2 2-41/2·- 7--71[1 € E --1.22. 7 1 b-) 1/2· 6.,4-7'TQ 6 EQ : 5; Issue: -93/8· ,~1 6.1 i 1 0317/14 IAN[1 LISE APPROVAL /. 41 --4 2* - g4 A2O2) .1PPLIC.U[ON mb. b ' 10 2 | 1 : I 1 8-31 'P 1 x /- 1 BATH 1 1 7 5 1 1 L. 111 /7 A204b, 24 A2043 I / 0 1 1 -0 1 C 11 1 2 i & - Z«9 4 2 DRESSING & m G1O2), la P 2~Glo© 1 U ~ 1 E SATEATED ~la_ __1_ 5 | m ON WALL t> - -}19- - - --4 - 1 0'-312 » · 2 - 81/8· ~ CO , [1- - 2 11 i - . - b bb r--1 - . ,-- ~ , fil CO , 0 m 0 42-~~ 3500'-3 1/2• i 12~ 11 - 3 H 2'-5'~ 7-4 1/2 Z BEDROOM '' i 1 2 k « = 62 <In ./ 11 FOYER Z L./1 . 60 1 ' E ./. 222 n N OBE: >- f 1 m :1· 898 EAST HOPKINS u - DN \ 4 . 1 X - -4== - AJ ~ ~~~~~- ALIGN 9 1 ~i ! E -4 --74 t- - : 898 EAST HOPKINS AVE - 4- i I ASPEN, C081611 e V: %11 T J. 2- low'' ... f It 1 6 Il r- I I I b UP 2 11 0 F=9=19 2 11 F- EXIST. CABS @NORTH WALL TO 1 ~ REPLACE EXIST. CABS @ WEST / WALL. VERIFY DIMENSION FOR ~ NEW LOCATION F r-- f - 1 GARAGE r" a Lai 1 :11 j E '11 1 11 1 1 11 2 f NORTH 1 1 PROJECTNO 1 -*11 2132000 1 0 1 it ~ 1 i I 1 SHEETTITLE i i L b i ~ IIi ARCHITECTURAL PLAN - I 1 2 \1 1 " ~ 1ll MAIN LEVEL PROPOSED Ed E I hi 14#~ W j i 3 A104 I 30' -0' 0 X . BIL ./.0.... @ 2014 ,mol,rEcia, VEPL=ING, P C 40 tA203l PROPrnty OFRIL[POSSANDAmoC,AmS ARCHITECTt«f *PL~NNING PC © MAIN LEVEL - PROPOSED Mi[ IV®Ut,31 AMD DESIGN ~E~ COr,IME) Chll,5 306*N-15 THE 'IRT I THS ...., ly' US.I.W.....Ill SCALE 1/4' = 1'-·0· PERNISSICNOIBILLPCSS~ASSOCURS *n' AMDMING PC BIUPO~N®.OCI~S U.TUREW/111/PC.AURET. mOI, LAW SlATUTOR¥ VIO OnER ~5~ED ~fiS, mCLWO. C....TIERS. ·WE Z 67'.11 1 •t, -,EI .2/I " 10' -11 1/2 4 poss GENERAL NOTES: ARCHITECTURE + PLANNING 1. ALL DIMENSIONS TO BE VERIFIED ON-SITE 6 30 0 4 2 ALL DIMENSIONS ARE TO FRAMING, 4:00 UNLESS NOTED OTHERWISE 3. SIDING /CLADDING NOT SHOWN UNLESS NOTED OTHERWISE. 8 6 4 DECK J LEGEND *O*00***C PROPOSED WALL 2.2, PROPOSED FLOOR INFILL 6C5 EAST IdAIM '7REET HHI-lt-- -1- - ----- "1970,92547.5 (F) 9?0/920 29~0 DEMOLITION ----- wy w'~ EXISTING TO REMAIN Co.."t F TRUSSES ABOVE TO BE REPLACED WITH NEW TRUSSES - Issue 1 03/17/14 LAND USE APPROVAL b . APPLICATION' /\ KITCHEN I LIVING 10 - 0 [22-J i LEI - LnE 1 2-_ fO~----- --- -~--_ -: -i T---' L EW T -11--94<0/ . L POWDER 1 A / g ./ lilli. 2 v 2-1-111_hi 2 /1, 41 <2 11 /-3-1-3-1-1-4 1- '1 ----- 898 EAST HOPKINS 11 1 1 1 1 1 1 1-DN 11 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1.- F»-=4 . 898 EAST HOPKINS AVE - ~ ASPEN, CO 81611 b b O 0 - DECK r b NORTH PROJECTNO 2132000 1 L --- - -- - -- 4 A---~ L STONE CAP L STONE CAP PLANTERTOBEREMOVED SHEET TITLE ARCHITECTURAL PLANS - UPPER LEVEL - i EXISTING/DEMO 1 30 -0. A105 I POSS *.OCJATES - ~~ ~ UPPER LEVEL - EXISTING/DEMO Tir IMP=No DE51GI, iNIENT CONrilrIE~ ON Ill,5 ~OC.ile !3. 0 2014 ARCHImE / PLAI,11/ O C 69 p~--#T™[PmOR~* PRopr-0, 01[LPCSSAND.0¢t.S Anflt,TECTJREK/mi. PS SCALE 1/4· = 1-0 PERM,5301,0i8!UPOSS -ASI~Al:5 ~1:C~Clu~*P_-~G PC UILLPOSSAf€ASSOCMEARCI~TECTURE~Ple#~ =EN~ .ION LM STATui/10 OTH' RihE/ Rml,is, i.il. c./r.",0 flk--£9 10' - 11 1/2 3/17/2014 2·20 14 PM CA201 GENERAL NOTES, ARCHITECTURE + PLANNING v) V v 1. ALL DIMENSIONS TO BE VERIFIED ON-SITE, 30'- 0* / , 2. ALL DMENSIONS ARE TOFRAMING ' ' UNLESS NOTED OTHERWISE. - NEWGLASSRAIL 3. SIDING/CLADDING NOT SHOWN · UNLESS NOTED OTHERWISE. < --- - -----7 - LEQEGP b EXISTING DECK W/NEW STONE& SNOWMELT & >%*M>*® PROPOSED WALL ~J ~- LIFTSLIDE zizE :'~' · ·T·' PROPOSED FLOOR INFILL m OVERHEAD TRACK | I KILIE DEMOLIT·ON 8~---0, ,9 - - - -_. -_-_- )~-~ - EXISTINGTOREMAIN TI 970~92' 4.5 lf] '10/920 29S0 Consultant € 4----EE=ZEZ¥€Z 14'-6122• | l I I 7-1-5 3 1/2 18' - 0· 5'-61,KX ;~ . ' ~-~1 KI-wHIEI~ S . - EM -. DINING 9 CELI chi 4 .. . .-40 I I -1.1.a.5, ~ DIRECT FP . > 3 - EXHAUSTVENT -7 ,-1-11 1/2 a LIVING k /24 Issue: [*13 ' "~ A/% - L.221 1 04 '17/14 LAN [1 USE APPROVA[ GAS FP 71+1-0 1-- iluu & ~ 2~2~ APPLICATION 2 44 - I I 3 al m 11< + v M 7 - 2~1 - k A204 1 - Co I e •4G 103 G102bi 1/ - T D 0 r. 5' - 9' 4 /WE\ r ' -"Cul &2- L-f===-7 2' ·3' .-1... 60 2 a 2 +' , . e BAR |~ M INFILLFLOOR O EXISTING STAIR - t· r m : bo I M 5 4-€ 6 - 1 I , k ef=I 3-3 1/21 5'-61/2 , 18 -W r ..6 4 y 4 4 < 898 EAST HOPKINS v,/*,ix»,%*6999% I. ./ VXA'%- c HE :H: 7 ----2_- - _ _@_ ----SH*%216 i-' i~LE] 1 & p 898 EAST HOPKINS AVE R ASPEN,C081611 b LIFTSLIDE 1 1 0 OVERHEADTRACK . 0 EXISTING ROOF DECK-REPLACE , I STONE & SNOWMELT.WATERPROOF W: AMIERICAN HYDROTECH W/ DRAINAGE MAT OR EQUAL f - NEW GLASS RAIL r _ ~I) NORTH PROJECTNO 2132000 ·1 1 G SHEET TITLE ARCHITECTURAL PLANS - UPPER LEVEL PROPOSED 30 0 A106 1 1 Sil Pns£*DASSOCIA~S 646 (1 1 . I. OF.S ~~0%-no, VAY I Jk)~m,OVITI€pmoR,irT[·1 ~01111!D DESIGN LI,rr~ CO,1-1~3 (, IHS )0Clm,EN- IS - 0 2014 ARCHNECTURE *PLA-Q ~c /~h UPPER LEVEL - PROPOSED PROMA,y OFEILLPCSS Al ~SSOCIATI5 ARCHITECUENE)a,-~.FC 3 SCALE 1/4· = 1'-0 PE,8,~SOM JF~POS5 -4*A,bS ANC€litllmt <P~NINC PC ~liposs/..mCI«ElURE~DPLAN~NG PO NIALLRET. , L CO~1011 L©l, STATUTOR¥ 4,0 01!,Ht 8,~ ReED RIGHTS INIC, l,[rn cry:rNIGN· DIFRET. .. ZEL ROOF Pt AN NOTES ruuM 9 A. (Glom 1. REF. A102 FOR DEMO, CALCS 2. ALL DIMENSIONS, PITCHES, ARCHITECTURE + PLANNING ¥VV SPOT ELEVATIONS TO BEV.I.F. £ 30'- 0 1 4 ©Af LEGEND NON STRUCTURAL DEMO ----- STRUCTURAL DEMO - EXISTENG TO REMATN ,~c--- TOTAL AREA OF ROOFS (BASED ON DIMENSIONS NORMAL TO PITCH) 1339.31 SQFT L - ---- .1 970;925 4.5 (F} S70/920 2950 b O EXISTING DECK BELOW , ~0, 1 1 I 'SPE~ C0L0RA00 81611 Consultant 1 11 11 ] Ill l il l i l Ill 11 } 1 Il 11 ] WIll [ ! I J i ] 1 Ill l i lilil l l '! 1 [ 1 ! U 1111 [,1 11 ] 11 ! 111 ! L] I l 1 Il l 111 Ill 11 ) J~ Ill] t.i! Ill ll] [Ill] u t 1, I ll] [ I 1 11 ] l., (C -- f- 4-- --\- -/1 r- EXISTING CHIMNEY TO BE ~ REMOVED 7:12 7:12 Issue tro Slogel 1 03/1714 IAND LISE APPROVAL 52257 SQ FT 35417 SQ FT 522 57 SQ n .APPLIC.ATION (A202), 4 A202 U./ m . - 2 A204 A204 i 1911 ~ - ~ 1:13 1Ill I Ill lil Ill [illt: LIU l||lill| ||| |lill| |.J,il|lillillitillj '11]11] Ill IN[l ]111[lilll It] lili l~ll Il l 111 1111[1 [Ill[Jill 'Ill[J l[Ill (~1-- - -»- --------- --------------- - -- -1- ~ 4 : e r ROOF PROJECTION TO BE REMOVED 898 EAST HOPKINS C-El- - -2\- ----- I«- «3 107--if-¤-~ < ~~' -~ < ,,,,~12-,-~_ -r-RU-SS ARE~A~~C~~~ f~EMOL~SME~132-67 SOFT . ...69 4 - 898 EAST HOPKINS AVE 2--___'- 2-2 11- 2--a_ _1.Al-__j ASPEN, CO 81611 b b 0 5 EXISTING DECK 8ELOW AREA OF DEMOLISHEDROOF (BASEDON DIMENSIONS NORMAL TO PITCH): 53.18 SQ FT ~E~ _ar----------------- --------------1- -f~) (111 . e b I r--------- b _L_L i NORTH i PROJECT NO I 21320.00 1 1 1 1 L-------I SHEET TITLE ROOF PLAN - EXISTING/DEMO 30-0 A107 322 BIll PDSGUQ ASSOCIATFS r--3 ROOF PLAN - EXISTING/DEMO 11 !r :,FOR,AnoN ~ D = NT CONT ~Ir¢, 0,1 M 00CLNEN - IS ~ 0 2014 ,0011aCTURE w PLANNING P C Ui~ 623 i 1, p~rER,yoFRILLPOSSU=£ffECLAE UCN~NQFC No PART OF THIS.ORWID' W¥ I .DID,OU~ . I. -N \ / SCALE 1/4· = 1-0 MiS@Or,OFEPOSSX..AfEig'-ICTU~WP_-RO PC G,Lipo~N®~socIAE,~ImcnmE#p,ING 'CS,~E. .Co~~I. SlAiljm*01*RAESER,IDm~,5 NCL.I CIF¥RM¥ tH}REm 67-111/2 i .Z/I 11 -,L9 ............. * ~ 66.79 SOFT 30 < 0 ~- AREA To BE DEMOLISHED. ~ GENERAL NOTES· poss 1. REF. A201 FOR DEMO CALCS ARCHITECTURE + PLANNING / 2. ALL DIMENSIONS, PITCHES, . -- _ _ _ _ _ _ _~,~ ~ ~ ~~~ SPOT ELEVATIONS TO BE V. IF. NK\\ PEMO/EXISTING WALL AREAS· REF. A201 FOR CALCS ENQ / 4\ \ I »-1 Ast ZIZZZ NON-STRUCTURAL DEMO SOUTH ELEVATION TOTAL WALL AREA (EXCLUDING FENESTRATION): 373.63 SQ FT / / ---------- 14 I - I; -- 7- - EFFEE*EEEF STRUCTURAL DEMO A.<P r\«21 ch ' SOUTH ELEVATION TOTAL DEMO WALL AREA / ~ " - EXISTING TO REMAIN (EXCLUDING FENESTRATION)· 66.79 SQ FT / / »2 111.:- 404/ ----------P \ - (SP 0 11 --1 \ Ir. 11/ ff,til 1 -:.4 lilli , 111 't \ 11113 J i !1 2*1---]~ ' 3 §05 EAST ¥Al. ... ... C. RADC '181' 1 1 IT) 570~~26 475& 1,),70/9,1 2'SO 4 It j V , '" i' JL 1 i L a LL- Consultant 2--gir - 4 --441 2.- 1- F[ -1 -- IR-4 -14 442-11 &244 2=,all= - 1 1~£-ar -=4~ L~ - J 1~ -21 \ , 1 T.O. FINISH O UPPER LEVEL 07 109'-012' 1 1 111 1 I.('- --- IN ------------------ 1 1 1 1\13 1 1 1 11 \ 1- -1 \ 1 1 1 1 1 1 1 11 > 1 -1 / - - --- --- ---- ---- -- -- J-- IL-/1--21 1,04 2,FTISH@MAIN LEVEL 1 - 1 Issue /-3 SOUTH ELEVATION - EXISTING/DEMO 1 03/17/14 IAND USE APPROVA[ ,2 j APPICATION / SCALE 1/4· = 1 -0· G 30.0 '' ~.........~- AREA TO BE DEMOLISHED. 160,71 SQ FT 44 \ DEMO/EXISTING WALL AREAS; REF. A201 FOR CALCS /0/ / NORTH ELEVATION TOTAL WALL AREA . (EXCLUDING FENESTRATION): 524 41 SO FT // .I: 1/ -1... NORTH ELEVAnON TOTAL DEMO WALL AREA ///>/ ''// h /0/ 1\7// (EXCLUDING FENESTRATION). 160.71 SQ FT \~72-22-'-P A _1 . i T.0. XXXX); 7,1- - -~- # 7118'-1 DECK RAILING, - 1 11- IJ '1 1 h TO BE DEMOLISHED - 1 Ill 1. 11 1, li / 898 EAST HOPKINS Z; r 1 \ 12-·~....~ ed .2*t t' NE 4 1/ a / 10 D[MOLITION CALCULATION 7 - STONE PILASTERS BEYOND 898 EAST HOPKINS AVE | | ||| ~~~ A 1& 62/_- =, = * Lity )' Aspen Zo,ing b.,bmiss,07 I ASPEN. C081611 Wall nemolitirn 1[6 - J· ql =IIi I 1 | , A T.O FINISH O UPPER LEVEL Elevation Wall Aria (SOFT' Arpa tr bi Rprilo,pd (F,rlilrinE F•r-tration} ~ ~ ' 7 109'-01/7 /111 :South Elevation 272.63 66.75 COLUMNS. TO BE --. **Il'% 1 Noth Elevation 524.41 16).71 REPLACED Cast Devition 577.65 78.71 Wkil Ele 7.1,- 1)25.34 43.72 ivival Surface Area TD·.al 15,1 FT) 2301.24 4 2 .*I I ) 1~':t.#54-2- / Il ~ Wall blrface Area to oe Xemoved (50 iIi - --4 „.1, 11.-Ul, al,- I / 1 1 -- i _ ...4'k-- - -1 1- - __lik-- - ViI--- - -~ -1/ _I 1 T.0. FINISH @ MAIN LEVEL 0 7 100'-0 Noel Demolition -m- i =eLL ~..._ eDs A 1 U -.... .... |Total Ruorke. (saFTI 1395.31 L41./i:, ':, 11 'TOIal Roof Are, 10 te Pernoved f SQ FT) 33.12 1~ 17- 311[ - --- 91; 111.-2 1 ~ i JI Demolition Totals ' Total Surface Area 420C.55 9 /-1 It Il' I . h I PRO]ECT NO (Total Surface Area to be Removed 40110 1 21320.00 1 il==14 2 -_ 34 _ _ ..1 ~.. -_ L.>04 _ -IL·- 1 piof surlhU*;41 to be ~Ahove~ 9-'2- ' - --1-- .-:1»-- -1,-M F b" 41., ··~1,:9*119911rfr~~ 1 1 ~ ~20 FQI.NISH @ LOWER LEVE4 SHEET TITLE ~ NORTH ELEVATION - EXISTING/DEMO ELEVATIONS - SCALE 1/4=1'-0* NORTH/SOUTH EXISTING/DEMO A201 0 2014 "'Mitc,- ucui'.c ....................,s~INE,Irsr. V I' ~ 81.1 POSS Al«) 4S0CI,1Ei ,RCHrECT,E -) FUI-Ki P C I P,Rl ~ TI,S -UmON. ... nmOUT n E PRI. ..N PERI,=LL,053- ASSOOA,ES NIC.·,ECTIM~ ,1~U«ING PC .POSS-~50,:ATUARO«TEC,EN~U.. ..SUEREr,11 C,1=11 11*R[1. MOT-,I 3/17/2014 2-20:18 PM (F) (D) 9 9 .. 9 +V ' '1 1 poss 10'-1112 & 107-0 40-0' ~ 7 -0· ARCHITECTURE + PLANNING | ,|' LEGEND REF AlOS FOR ROOF ~~ ~ | EZZLE NON-STRUCTURAL DEMO DEMOME*1STWNG WAt L AREAS REF A201 FOR CALCS DEMO INFORMATION - E- I EAST ELEVATION TOTAL WALL AREA WALL AREA TO BE 34 1 = 33 | ' | EimmELER STRUCTURAL DEMO (EXCLUDING FENESTRATION): 977.66 SQ FT | DEMOLISHED 78.72 SQ | | , | EXISTING TO REMAIN , 407904 , EAST ELEVATION TOTAL DEMO WALL AREA I \1 1 - - 1 1 1 (EXCLUDING FENESTRATION): 78 72 SQ FT 1 1 1 lili 1 1 90 L__--J I XxxxI f 118'-1 11-14-1-6--:f 1 --- - 1 I A~PE. tOLOUADO 11611 1 1 1 1 11 /N 11 1 El 'T)970;,2~ 47~~ .1 $70,920 2960 o Consultant 1 1 1 IK I 1 . .....- 1 -_-- -11 1 . 1 9 = r= 7 1-"~ ' \N ~ . 11 1-- \ 1 2, . -«L=-W \ _ L=_2 - %~ 1 T.O FINISH O UPPER LEVEL ~ 109' -0 1/2 -[ 33-3 \ ---- ------- --------------64*~- ---3- - --- -- I ~« 1 11 1 11 11 i Lt~ 1 1 111 '11 11 11 Ht -3----- - ' 1 1 11 III .-1 11 - TIL - dll .. 9& t 1 1 1, 1 11 111 .--4 ... 1 --- --- -1 11 . 1-'-I -I-- . -1 .- ... ...41 111 11 11 1 11 'f 1 1 1 T.O. FINISH O MAIN LEVEL 14 1 100-0 rl 1 1 -1 1 1\ Issue: b 1 03/17/14 LAND USE APPROVAL 1 1 ~L-~ IIi'' 1 APPLIC.ATION ~ ~~ SITE WALL L WINDOW WELL \U-/ 1 1 1 1 1 1 . 1 r Ii rl t~~~~~~'- 791'.0 6 T.O. FINISH @LOWER LEVEL 03 EAST ELEVATION - EXISTING/DEMO c2 ' - SCALE 1/4"= 1'-0 ( D ) 1 + 7' - 0· 40'- 0 10' - 0 10- 111/2 , 1 1 P k ' | DEMO/EX]STING WALL AREAS: REF. A201 FOR CAL. CS 898 EAST HOPKINS 1 1 I 1 1 1 DEMO/WEST ELEVATION TOTAL WALL AREA (EXCLUDING FENESTRATION) 1025.54 SQFT F-- REF. A 108 FOR ROOF DEMO INFORMATION WEST ELEVATION TOTAL DEMO WALL AREA 898 EAST HOPKINS AVE 1 If 1 (EXCLUDING FENESTRATION} 43.78 SQ FT I I I I I ASPEN, CO 81611 - 1 TO. XXXXX - 4-/Pl-«- 7- 7 118'-1 1-1 -1-1 1 1 1 1 5 I - ····· I 1 ..... ---.------------ - Il 7 Ch 1 --- - ---- .k TO FINISH @ UPPER LEVEL - 1 I 7 109'-0 1/2 1 1 1 1 1 T r-¢-3~f \ liu--1 -·· r -1 1 1 0 - -~~ 0 1 .. ... 1 --- / ----<41 6- 4 ------------- ~1~1000 111 [ .- - 2 -1 1 4 ----.6-r PROJECT NOJ - 1 1 _ _1 - - - 1 1 --- ,6 T O. FINISH O WAIN LEVEL 7 100' -0 / / SHEETTITLE n ELEVATIONS - EAST/WEST b EXISTING/DEMO 111 1 1 1 1 1 1 1 1 1 1 06 TO FINISH @LOWER LEVEL A202 7 91-0 IL ! PCS5 AAn ~SOCUIES 0 2014 ,+3„01„E<MAN,1 PC WALLAREATOBEDEMOLISHED 43.78 SQFT ~ WEST ELEVATION - EXISTING/DEMO PROMR,YOFRI, 1 POSSAI~ ASSOCIATTS ARCJ]irECTLRE A . Ki PC MORU,nor, M DESIGN IlnEN[ CON~£ J , THIS =MIS W I PART OF TI,IS.OqUATION ,Ay' JSED~WIOLETBE....' SCALE 1/4' = 1-0 MOMOI BILLP(ES *ASS~FES AR~I,ECTURE AMDPLON«MG FC NPOM*.OCIATES ARCHIECUREAMDPLUI~G OCE.. .i...,Aw...¥..IRR,sENdumet .1.. COP"RIGHr .liC ·E/I 0 -,6 3/17/20!4 2 2019 PM /2 j poss 300 ARCHITECTURE + PLANNING NEW SQUARE GROVE, 1 16 T&G CVG ------- - CEDAR SIDING FIN W/ EXT. GRADE SEMI-TRANSPARENT STAIN E-7 ©if 1 - 4,2 - NEW LIFT & SLIDE GLASS DOORS. - . - _ - 1 NARROW PROFILE, DARK BRONZE FIN. NEW 1/2' STRUCT. GLASS RAIL W/ CLEAR 604*4 . ANODIZED ALUM, OR DARK BRONZE STEEL - -- ---= - -- RAIL & POSTS TNEMEC PAINT TO MATCH --__.___ q**p:~~~ij WDW. CLADDING FIN. , f'.44 14 k 685 EAST WAIN STREET ASPE' COLORADO 11,11 TYP. AT ALL DECKS - -1,Nate * 1,)970-' 4.5 .),70/,2, 2"I Consultant TNEMEC PAINTED C-CHANNEL - -- - _- TYP. AT ALL DECKS NIH@ P V 109' - 0 1/2 LIMESTONE VENEER, SPECIES TBO ~ ~ 1-n ...., ...1..........4 I . ......1- 't~U{iilt 1 - 0 L.i 10 1 + 14 f ~ ~INS. ALUM FRAMED GARAGE DR W/ 1 FROSTED GLASS PANELS -POWDER , COAT ALUM FRAMES TO MATCH WDW CLADDING. NORTHWEST DOOR OR EQ 4+0 1 - 9% L T. . FINI H @ MAIN LEVEL - 100·-0 1 Ur. / Issue -1 SOUTH ELEVATION - PROPOSED 1 03/17/14 IAND LISE APPROVAI ad'PLICATION {2) \\ 30-0 1 1 -==1 1 - - Im.-/-1 1-- - 898 EAST HOPKINS 898 EAST HOPKINS AVE ASPEN, C081611 T.O. FINI H PPER LEVEL - 109'-01/2· ~~ %>t 2{ Z.~7 =m=Lat€ **mia, 7.TET- 4 U--7 - __ IM: I -0 0% ZEE>' ..= -;. 7 - U.j 1 00 T FINI H MAIN LEVEL 100'-0 ..-......... Ir 2:> \ 4//ho 1 -1-- . 1 b . 1 3** 1 i ?E'?Sj}43*44F: , a12 I -i=. ' I-£ li 8j/ 1 -- - 0, 9 }*spa } . 1 j ----ul *' 1.44 PROJECT NO L 2132000 T. .FINISH O L WERLEVEL 91·-0· SHEET TITLE ELEVATIONS - NORTH/SOUTH - PROPOSED · '1; - SCALE 1/4' = 1'-0 A203 BIL. POSS 410 ..1.S 0 2014 AAQI,I+CIJA'IPL-IPC .I[ ~CRUATION AMD OES,Gll,mNT C,£. r»S *LM, I ME ;ROPERTy OF m Pmt A:O SOCUrn 1 r,R[ N«) / 1- P C ~ i,Rr OF n,s ~al,An,1,1•¥ I ;SalimlouT - PRIOn ~1™11 ~ImISC~ 0, 9/ PCSS.................110 PC ILiPOSS-~SSOCATE'AANTECRIRE*PUNIING P.E.. . CO~. LA~ -UERy. 01/0 ...... ... CCP¥R,GrrHERETO 3/17/20142:20:20 PM poss IF) 67'- 111/2· ARCHITECTURE + PLANNING 10'- 11 1/2 10' - 0· 13'-4' 13' - 4· 13' - 4' T - 0 NEW SQUARE GROVE, 1 *6 T&G CVG CEDAR SIDING FIN W/EXT. GRADE SEMI-TRANSPARENT STAIN I I Aff 1 1 1 -62 NEW 1/2· STRUCT. GLASS RAIL W/ CLEAR ANODIZED I I I I + /3.3 ALUM. OR DARK BRONZE STEEL RAIL& POSTS, 060 TNEMEC PAINT TO MATCH WDW. CLADDING FIN. TYP. AT ALL DECKS - -.-.- -.-.- -- --t--3 - ri1871 1 T.0 ... 1 | IIAIN STREET 2 /'970." "" {F) 970/920 ". o Consultant 1 1 -- TNEMEC PAINTED C-CHANNEL. TYP AT ALL DECKS b - ---- -- - - --- - - -- 1 - IL_.1 z· '333 --- - 1 1 - 1 T.O. FINISH O UPPER LEVEL 109-0112 NEW STEEL ANGLE BRACE, - TNEMECPAINTED 1 [-1 -1- - 0 LIMESTONE VENEER, SPECIES TED D" 1 -ZE---721 - -4-En_L_-- / Wi07 39 1 T.O. FINISH @MAIN LEVEL f 100' - 0 ---- - -----4---------------------------- - Issue 1 - 0/009 1 03 17 14 IAN'[3 LISE APPROVAL 1 A 1 1 APPLIC ~ATION SITE WALL WIN DOW WELL I 1 T.O. FINISH @ LOWER LEVEL 7 91' - 0· 03 EAST ELEVATION - PROPOSED i 2 7-=riur-0 63 63 (D) (E) G 0 7-0' F 40-0· 1 i. 10-0 10·- 111/2 DIRECT FP EXHAUST ~ VENT 1 898 EAST HOPKINS 898 EAST HOPKINS AVE I ASPEN, CO 81611 1 TO XXXXX 118-1 1-- 1--1 - III 1 TO FINISH @ LPPER LEVEL --I 7 109'- 0 1/2 i -111-0 dI -4 . ~[/W106~] W106 1 1 -1 - -~ ifituj- _~_~~~~ 1 ---6-T1I Li~-rijTIL--T---1 - i PROJECT NO 2132000 -2--»-1-4-2---9-«Li T.OINISHOMAIN LEVEL i /- =7 _- - A r ' 1 F-T -1- 7 100'.0~ SHEETTTLE Il I - ELEVATION - EAST/WEST - - , b 1 1 lili 1 PROPOSED A204 1 1 lili | -~ LIOFIN~OWERLEVEL 0 201.4 ,mi„CTJAE,€I'ImNG, P{2 T 91 - 0 ell PinSN,8.10*!Al' -WEST_ELEVATION_-PROPOSED .opERT¥0Fel~ipcss 4~~(~IATES EHCUf *Aillm,r~ PC 1},f INfORMAnor, ~D OCSIGN INTENT CO,ffAINED Oh ,1113 JOC,IC!~ ~STIF ,1 ; / SCALE 1/4· = 1-0 •cpmoa~nci i,ymf*,™r p~op-rn MAI; 5** 0* Ntl PCGS #=IALS mlj/ND P.ANNINC F C ./POSSAI =1.S ARCH.CWNE'DFUNNI PC SHALL'IN /1 GO~K]Ii LAWSTAIUIORY 'THFR !*&ERVED AIGHIS INCLUDiNG r™Y#Nurr IHF,21,0 poss ARCHITECTURE + PLANNING DOOR SCHEDULE- INTERIOR DOOR DCOR MARK DOOR TYPE WIDTH HEIGHT OPERATION FINISH NOTES = Vt<0 A .40 001 8 E 2-6 6 - 8' SINGLE-FLUSH STAINED WOOD 004 A E 2 - 6 6 - 8' SINGLE- FLUSH STAINED WOOD 005 A F 2'- 0· 6- 8· POCKET STAINED WOOD r -AN 006 A 9 2 - 0 6 - 8' POCKET STAINEDWOOD *O 007 A E 2- 6· 6 -8· SINGLE- FLUSH STAINED WOOD O 009 A F 3·- 0 6' - 8· POCKET STAINED WOOD ~) 009 8 E y - 0 6'-8· SINGLE- FLUSH STAINED WOOD MOA E 2'-6 6 -8· SINGLE-FLUSH STAINED WOOD 101 A E 2-6· 6 -8· SINGLE-FLUSH STAINED WOOD 102 A F 2'- 6 6' - 8· POCKET STAINED WOOD 605 EAST ~AIN STREET COLORADO 116ll 102 B H 2' - 0 4· - 5· SINGLE-FLUSH GW8 IT) 970/92~ 4755 .! ' 70/910 29~0 103 A E 2'- 6· 6'-8' SINGLE- FLUSH STAINED WOOD Consultant 104 A E 2' - 6 6·-8' SINGLE- FLUSH STAINED WOOD 105 A F 2'- 4' 7'- 0 POCKET STAINED WOOD 105 8 8 2-0 6 - 8' SINGLE- FLUSH STAINED WOOD 106 A E 2 - 6 6· - 8· SINGLE-FLUSH STAINED WOOD 107 8 G 3' - 10· 7' - 8· DOUBLE-FLUSH STAI NED WOOD 108 B E 2 -6· 6-8· SINGLE-FLUSH STAINED WOOD 108 C H 2' - 0· 7 - 0· SINGLE-FLUSH STAINED WOOD 204 A E 2· - 6· 7· - 8 SINGLE-FLUSH STAINED WOOD INTERIOR DOOR TYPES REF. SCHED. REF. SCHED. , , , I ' A REF SCHED. I ' / , /\ I \ / \ · Issue / \ 1 03/1711 LAND USE APPROVAI REF. SCHED / \ ' , , . / APPLICATION g / \ 0 LU . LU / I . I 0 \ 0 8 : 0 \ 1 W 6 . 1 ./:\ / . L. \ 0 ' \ / W . 4 L.1 . \ / / \ h \ REF. SCHED. I' \., I ' I / \ I \ \/ \ H G FE / / DOOR SCHEDULE - EXTERIOR i DOOR DCOR \ MARK DOOR TYPE WIDTH HEIGHT OPERATION FINISH NOTES 898 EAST HOPKINS 002 A E 7 - 8· 7 - 8· OUT-SWING DARK BRONZE CLAD - STAINED WOOD INTERIOR JELDWIN OR EQUAL · 1018 D 6' - 4· 7 - 8' SLIDING DARK BRONZE CLAD - STAINED WOOD INTERIOR JELDWIN OR EQUAL 107 A A 3'-Cy 8'- 0 ENTRY POWDER COAT TO MATCH WINDOW CLADDING FROSTED SAFETY GLASS 898 EAST HOPKINS AVE 108 A 8 18- 4· 8' -6 GARAGE POWDER COAT TO MATCH WINDOW CLADDING FROSTED SAFETY GLASS ASPEN, CO 81611 1 201A C 18 0 9 0 LIFT & SLIDE DARK BRONZE CLAD . STAINED WOOD INTERIOR CUSTOM LIFT & SLIDE BY WEILAND 205 A C 18'-0 9-0 LIFT & SLIDE DARK BRONZE CLAD - STAINED WOOD INTERIOR CUSTOM LIFT & SLIDE BY WEELAND I ... EXTERIOR DOOR TYPES REF. SCHED. ' ' ' REFSCHED I ' REF. SCHED , , 3' -0' '' LU . . I -4 --11.-, I O La PROJECT NO 0 - 2132000 LU .·. 20 1 - SHEET TITLE 1 - / DOOR SCHEDULE / TYPES . -- 1 / D C BA A601 BiL. POF¢,AND ASSOCIATFS 0 2014 ARCHITECIJNE INCPL-I N . ............1..........9/0....S.. PROP[!m~ 0, m pcss A•~ Assoc,Affs, ARCHnrcn RE * pl iml,rE p c NO PANT OF THIS.ORM,nON MAY I USED'/OUT I ....TEN MOr,03,1.LPOS5 H=l,rES A}€, ECI~ M,j,~MG.PC BIll POZ 11® ASSOCIAES ARCHET[*[ li D MANII'IG, P C 9(All RET. ~im~ic»11**SIATI]ic*¥IRESE,FDRIZ I~CLUDiNG (~RIGIff rMERITO REF. SCHED. REF, SCHED. 3/17/2014 2:20:23 PM poss ARCHITECTURE + PLANNING WINDOW SCHEDULE GENERALNOTES Type FRAME SIZE 1. UNT SIZES (NOT ROUGHOPENINGS) HAVE BEEN SHOWN oN DOOR& WINDOW TYPES AND MAY WINDOW MARK Mark WIDTH HEIGHT OPERATION FINISH NOTES HAVE BEEN ROUNDED FOR COMPARISON WITH W001 A E 8' -0' 4'-6· FIXED/CASEMENT DARK BRONZECLAD- STAINED WOOD INTER OR EGRESS - jELDWIN OR EQUAL OIHER MANUFACTURERS. VERIFY ALL DOOR 4049 6 - 0 4 - 4· CASEMENT DARK BRONZE CLAD - STAINED WOOD INTER OR EGRESS - JELDWIN OR EQUAL W007 A D FRAME. WINDOW AND ROUGH OPENING SIZES W/ W009 A A 2' - 6· 1'-2· FIXED DARK BRONZE CLAD - STAINED WOOD INTER OR EXISTING - MANUFACTURER PRIOR TOCONSTRUCTION - ANY SUBSTITUTIONS WILL BE ALLOWED ONLY W101 A A 5' - 0' 5' - 4· FIXED DARK BRONZE CLAD- STAINED WOOD INTER OR JELDWIN OR EQUAL Wl CHE OWNER/ARCHITECT APPROVAL. W101 B A 5' - 0' 2 - 4· FIXED DARK BRONZE CLAD. STAINED WOOD INTER OR JELDWIN OR EQUAL W 102 B A 5' - 0· 2'-4· FIXED DARK BRONZE CLAD- STAINED WOOD INT® OR JELDWIN OR EQUAL 2. REF, FLOOR PLANS FOR DOOR AND FRAME d~ W103 A A 5' - 0 5' - 4· FIXED DARK BRONZE CLAD - STAINED WOOD INTER OR JELDWIN OR EQUAL HANDING NOTIFY ARCHITECT OF ANY W104 A B 2 - 4 2 - 4· AWNING DARK BRONZE CLAD - STAINED WOOD INTER OR JELDWIN OR EQUAL DISCREPANCIES WI06 A C 2' -8 4'-6· CASEMENT DARK BRONZE CLAD - STAINED WOOD INTER OR EGRESS - JELDWIN OR EQUAL 3. REL EXT. ELEVATIONS FOR WINDOW HANDING AND W106 B C 2'-8' 4'-6· CASEMENT DARK BRONZE CLAD - STAINED WOOD INTER OR EGRESS - JELOWIN OR EQUAL OPERATION. NOTIFY ARCHITECT OF ANY W107 A A 5' - 0' 5' - 4· FIXED DARK BRONZE CLAD - STAINED WOOD INTER OR JELDWIN OR EQUAL DISCREPANCIES 601 EAS' uIN SfREET W107 8 8 9 - 0 20 - 4· AWNING DARK BRONZE CLAD- STAINED WOOD INTER OR JELDWIN OR EQUAL .1970~923 "" (F' 9?0~920 "" W!07 C B 5 -0 2 - 4· AWNING DARK BRONZE CLAD . STAINED WOOD INTER OR JELDWIN OR EQUAL 4. ALL WINDOWS AND DOORS TO HAVE ·LOW E INSULATED GLAZING, U.N O THEY SHOULD ALSO Consultant W108 A B 3' - 6 2' - 4· AWN I NG DARK 8RONZE CLAD - STAINED WOOD INTER OR EGRESS - JELDWIN OR EQUAL - BE RATED FOR HIGH ALTITUDES, PER W201 C A 9' - 0· 4·. 6· FIXED DARK BRONZE CLAD STAINED WOOD INTER OR EGRESS - JELDWIN OR EQUAL MANUFACTURER S SPEC W203 A A 2' - 6· 6·-0- FIXED DARK BRONZE CLAD - STAINED WOOD INTER OR JELDWIN OR EQUAL W203 8 8 2 - 6 7- 4· AWNING DARK BRONZE CLAD STAINED WOOD INTER OR JELDWIN OR EQUAL 5 WINDOWS AND DOORS TO HAVE FIELD APPLIED W204 A B 5' -0· 7- 4· AWNING DARK BRONZE CLAD- STAINED WOOD INTER OR JELDWIN OR EQUAL EXT TRIM W205 A A 2' - 6' 6'- 0· FIXED DARK BRONZE CLAD STAINED WOOD INTER OR JELDWIN OR EQUAL 6. FIELD MEASURE FOR ALLCUSTOM UNIT SIZES W205 8 B 2'-6' 2'-4' AWNING DARK BRONZECLAD STAINEDWOOD INTER OR JELDWIN OR EQUAL PRIOR TOORDERING W205 C A 9' - 0' 4'- 6· FIXED DARK BRONZE CLAD STAINED WOOD INTER OR JELDWIN OR EQUAL 7. PROVIDE WEATHERSTRIPPING AND ALUM THRESHOLDS FOR ALL EXTERIOR DOORS 8. VERIFY WINDOW AND DOOR HARDWARE FINISHES W/OWNER PRIOR TOORDERING. 9 TEMPERED GLASS MUST BE PROVIDED IN ALL WINDOW TYPES HAZARDOUS AREAS PER SECTION R308 2009 IRC. REF SCHED. REF. SCHED. , 'f . 1/ , REF SCHED. . .. b issue. I 1 01/17/14 LAND USE APPROVAL ... ' " , APPLIOTION • REF SCHED REF. SCHED / \ / . , I / \ I f I / / \ I \ . % A 1 F- ==~ ! .\. r \ /\ & i \ / \ / \1 ./ ./. W I . \/ I 1 1 1 E D C B A 898 EAST HOPKINS 898 EAST HOPKINS AVE ASPEN, CO 81611 PROJECT NO 21320.00 SHEET TITLEE WINDOW SCHEDULE / TYPES A602 @N POSS.O..IATES G 2014 ~~GMHE[!JRE ~MAN. ..m....DDESIGN.rN./.1.....FrIST,£ PROMRT¥(,aLPCESA~e(~TES ARCI«FCUE,~M,1-&PC I pli I ls.0.Ir... I uslo~n n€ ...ill PERUi@011 OF NU POSS I =& 111 WURE AND P~11116 P C BIUPOSS iASSOCIATEi ARCHITECTUREi... I m.. . /ION LA, SIA,UTORY lil,C OIHE R liE*P.ED M. 1,C[ IM(G CCI®IGH- IRE" REF. SCHED. REF. SCHED, REF. SCHED '03H0S '338 3/17/2014 220 24 PM