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ExhibitE_Application_2020_10_22
City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen|130 S. Galena Street.| (970) 920 5090 Historic Land Use Application Requirements, Updated: March 2016 ATTACHMENT 2 - Historic Preservation Land Use Application PROJECT: Name: Location: (Indicate street address, lot & block number or metes and bounds description of property) Parcel ID # (REQUIRED)___________________________________________________________ Applicant: Name: Address: Phone #: _______________________Fax#:___________________E-mail:_______________________________________________ REPRESENTATIVE : Name: Address: Phone #: _______________________Fax#:___________________E-mail:________________________________________________ TYPE OF APPLICATION : (please check all that apply): Historic Designation Certificate of No Negative Effect Certificate of Appropriateness -Minor Historic Development -Major Historic Development -Conceptual Historic Development -Final Historic Development -Substantial Amendment Relocation (temporary, on or off-site) Demolition (total demolition) Historic Landmark Lot Split EXISTING CONDITIONS : (description of existing buildings, uses, previous approvals, etc.) ___________________________________________________________________________________________________________ PROPOSAL: (description of proposed buildings, uses, modifications, etc.) ________________________________________________________________________________________________________ 110 Neale Avenue, Aspen, CO 81611 Forum Phi Architecture, LLC C/O Kurt Peterson 715 W MAIN ST, STE 204 ASPEN CO 81611 (303) 884-7756 kpeterson@forumphi.com x The client is seeking approval for a renovation to the existing residence. 110 Neale Ave contains two structures: one single family residence and one ADU. 273707383002 110 Neale Ave 17 Queen LLC 110 Neale AvenueAspen, CO 81611 Exhibit A X City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen|130 S. Galena Street.| (970) 920 5090 Historic Land Use Application Requirements, Updated: March 2016 General Information Please check the appropriate boxes below and submit this page along with your application. This information will help us review your plans and, if necessary, coordinate with other agencies that may be involved. YES NO Does the work you are planning include exterior work; including additions, demolitions, new construction, remodeling, rehabilitation or restoration? Does the work you are planning include interior work, including remodeling, rehabilitation, or restoration? Do you plan other future changes or improvements that could be reviewed at this time? In addition to City of Aspen approval for a Certificate of Appropriateness or No Negative ˝((˚ıvˆµ]oˆ]vP›˚„u]ıU„˚Ç}µ’˚˚l]vPı}u˚˚ııZ˚^˚„˚ı„Ç}(ıZ˚/vı˚„]}„[’ Standards for Rehabilitation or restoration of a National Register of Historic Places Property in order to qualify for state or federal tax credits? If yes, are you seeking federal rehabilitation investment tax credits in Conjunction with this project? (Only income producing properties listed on the National Register are eligible. Owner-occupied residential properties are not.) If yes, are you seeking the Colorado State Income Tax Credit for Historical Preservation? Please check all City of Aspen Historic Preservation Benefits which you plan to use: Rehabilitation Loan Fund Conservation Easement Program Dimensional Variances Increased Density Historic Landmark Lot Split Waiver of Park Dedication Fees Conditional Uses Tax Credits Exemption from Growth Management Quota System X X X X Exhibit A City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen|130 S. Galena Street.| (970) 920 5090 Historic Land Use Application Requirements, Updated: March 2016 Agreement to Pay Application Fees An agreement between the City of Aspen (“City”) and Property Phone No.: Owner (“I”): Email: Address of Billing Property: Address: (Subject of (send bills here) application) I understand that the City has adopted, via Ordinance No., Series of 2011, review fees for Land Use applications and 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. $___________flat fee for ____________________ $____________ 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. I understand that additional costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete processing, review and presentation of sufficient information to enable legally required findings to be made for project consideration, unless invoices are paid in full. The City and I understand and agree that invoices mailed by the City to the above listed billing address and not returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy including consequences for no-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 and 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. $________________ deposit for_____________ hours of Community Development Department staff time. Additional time above the deposit amount will be billed at $325.00 per hour. $________________ deposit for _____________ hours of Engineering Department staff time. Additional time above the deposit amount will be billed at $325.00 per hour. City of Aspen: Property Owner: ________________________________ _______________________________________________ Jessica Garrow, AICP Community Development Director Name: _______________________________________________ Title: ____________________________________________________ City Use: Fees Due: $____Received $_______ Exhibit B City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen|130 S. Galena Street.| (970) 920 5090 Historic Land Use Application Requirements, Updated: March 2016 ATTACHMENT 3 - Dimensional Requirements Form (Item #10 on the submittal requirements key. Not necessary for all projects.) Project: Applicant: Project Location: Zone District: Lot Size: Lot Area: (For the purposes of calculating Floor Area, Lot Area may be reduced for areas within the high water mark, easements, and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Existing:__________Proposed:_________________ Number of residential units: Existing:__________Proposed:_________________ Proposed % of demolition: __________ DIMENSIONS: (write N/A where no requirement exists in the zone district) Floor Area: Height Existing:_________Allowable:__________Proposed:________ Principal Bldg.: Existing:_________Allowable:__________Proposed:________ Accessory Bldg.: Existing:_________Allowable:__________Proposed:________ On-Site parking: Existing:_________Required:___________Proposed:________ % Site coverage: Existing:_________Required:___________Proposed:________ % Open Space: Existing:_________Required:___________Proposed:________ Front Setback: Existing:_________Required:___________Proposed:________ Rear Setback: Existing:_________Required:___________Proposed:________ Combined Front/Rear: Indicate N, S, E, W Existing:_________Required:___________Proposed:________ Side Setback: Existing:_________Required:___________Proposed:________ Side Setback: Existing:_________Required:___________Proposed:________ Combined Sides: Existing:_________Required:___________Proposed:________ Distance between buildings: Existing:_________Required:___________Proposed:________ Existing non-conformities or encroachments and note if encroachment licenses have been issued: _____________________________________________________________________________ _____________________________________________________________________________ Variations requested (identify the exact variances needed): ______________________________ ______________________________________________________________________________ 17 Queen LLC 110 Neale AvenueAspen, CO 81611 R-15A 15,160 11,425.47 NA NA 2 1 33.87% 4,327.81 Existing Nonconforming 4,327.22 22'-4"25'22'-4" 12'1"25'NA 3 2 4 NA NA NA 25'-9"25'25'-6" 20'-2"10 20'-2" 26.6%26.4%<30% 110 Neale Ave Exhibit L PRE-APPLICATION CONFERENCE SUMMARY DATE: January 27, 2020 PLANNER: Amy Simon, amy.simon@cityofaspen.com PROJECT NAME AND ADDRESS: 110 Neale Avenue REPRESENTATIVE: Forum Phi, kpeterson@forumphi.com DESCRIPTION: 110 Neale Avenue is a non-historic house on a lot created through a historic landmark lot split. An exterior remodel involving changes to form and materials is proposed and requires review and approval by the Historic Preservation Commission as Major Development, which is a two-step process. At Conceptual Review, HPC will consider the massing and siting of the any proposed new work. Following Conceptual, staff will inform City Council of the HPC decision, allowing them the opportunity to uphold HPC’s decision or to “Call Up” aspects of the approval for further discussion. This is a standard practice for all significant projects. After Call-Up, the applicant may apply for Final review, which addresses exterior materials and lighting, fenestration, and landscape. Staff will review the project and make a recommendation to HPC, based on the Historic Preservation Design Guidelines. The Residential Design Standards must also be met. HPC will make a decision to approve, approve with conditions, or deny the proposal. Below are links to relevant documents and a list of information needed to submit an application. RELEVANT LAND USE CODE SECTIONS: Section Number Section Title 26.304 Common Development Review Procedures 26.410.030 Residential Design Standards – Single Family/Duplex 26.415.070.D Development involving designated historic property or property within a historic district, Certificate of Appropriateness for major development 26.575.020 Calculations and Measurements 26.710.050 Moderate-Density Residential (R-15) For your convenience – links to the Land Use Application and Land Use Code are below: Historic Preservation Design Guidelines Historic Preservation Land Use Application Packet Land Use Code Exhibit C REVIEW BY: •Staff for Complete Application and recommendations •Historic Preservation Commission for determinations •City Council for notice of the HPC Conceptual decision PUBLIC HEARING: Yes, at Conceptual and Final PLANNING FEES: $1,950 for 6 billable hours of staff time. (Additional/ lesser hours will be billed/ refunded at a rate of $325 per hour.) This fee will be due at Conceptual and Final submittal. REFERRAL FEES: No fees, however staff will seek referral comments from the Building Department, Zoning and Parks regarding any relevant code requirements or considerations. TOTAL DEPOSIT: $1,950 at Conceptual and at Final APPLICATION CHECKLIST – Please submit these items to via email to amy.simon@cityofaspen.com, in a single pdf document. ¨Completed Land Use Application and signed Fee Agreement. ¨Pre-application Conference Summary (this document). ¨Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner’s right to apply for the Development Application. ¨Applicant’s name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant. ¨HOA Compliance form (Attached to Application) ¨A site plan and survey showing property boundaries, the location and orientation of existing and proposed improvements, proximity to any preserved view planes, and predominant site characteristics. ¨A written description of the proposal and an explanation in written, graphic, or model form of how the proposed development complies with the review standards relevant to the development application and relevant land use approvals associated with the property. ¨Scaled elevations and/or drawings of the proposed work and its relationship to the designated building. Exhibit C ¨Supplemental materials to provide a visual description of the context surrounding the designated historic property including photographs and other exhibits, as needed, to accurately depict location and extent of proposed work. ¨Residential Design Standards Application Packet – Single Family For Conceptual, the following items will need to be submitted in addition to the items listed above: ¨Graphics identifying preliminary selection of primary exterior building materials. ¨A preliminary stormwater design. For Final Review, the following items will need to be submitted in addition to the items listed above: ¨Drawings of the street facing facades must be provided at ¼” scale. ¨Final selection of all exterior materials, and samples or clearly illustrated photographs. Samples are preferred for the presentation to HPC. ¨A lighting plan and landscape plan, including any visible stormwater mitigation features. Once the application is deemed complete, the following items will be needed: ¨Total deposit for review of the application. ¨A final copy of the full application provided in pdf file format, if additional materials were required during the completeness review. 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. Exhibit C Exhibit D RECEPTION#: 629520, 05/23/2016 at 10:55:33 AM, 1 OF 3, R $21.00 DF $1214.00 Janice K. Vos Caudill, Pitkin County, CO After recording return to: Attorneys Title Insurance Agency of Aspen, LLC 715 West Main Street, Suite 202 Aspen, Colorado 81611 GENERAL WARRANTY DEED J' THIS DEED is dated J May 2o16, is granted and made by and between ALICE BRIEN (the "Grantor") and 17 QUEEN LLC, a Colorado limited liability company, whose mailing address is: c/o Millard J. Zimet, P.C., 1315 Mountain View Drive, Aspen, Colorado 8i6ii (the "Grantee"). WITNESS, that the Grantor, for and in consideration of the sum of Twelve Million, One Hundred Forty Thousand and oo/loo U.S. Dollars ($12,140,000.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, hereby grants, bargains, sells, conveys and confirms unto the Grantee and the Grantee's successors and assigns forever, all the real property, together with any improvements thereon, located in all the real property, together with any improvements thereon, located in the City of Aspen, Pitkin County, Colorado, described as: LOT 2, AS SHOWN ON THE SUBDIVISION EXEMPTION PLAT OF 114 NEALE/17 QUEEN HISTORIC LOT SPLIT, according to the Plat thereof recorded May 29,1998 in Plat Book 45 at Page 17; Also known as: 17 Queen Street, Aspen, Colorado 81611. TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, the reversions, remainders, rents, issues and profits thereof, and all the estate, rights, titles, interests, claims and demands whatsoever of the Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the Grantee and the Grantee's successors and assigns forever. The Grantor, for herself and for her heirs, successors and assigns, covenants, grants, bargains, and agrees to and with the Grantee, and the Grantee's successors and assigns that at the time of the ensealing and delivery of these presents, the Grantor is well seized of the premises above conveyed; Calti has good, sure, perfect, absolute and indefeasible estate of inheritance, in law and in fee simple; and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid; and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature soever, except taxes for 2016, not yet due and payable, and: 1. Right of way for ditches or canals constructed by the authority of the United States, as 6 described in the United States Patent dated dated August 21,1958, and recorded August 29;1958, in Book 185 at Page 69, as Reception No.1o6874. 2. Any and all notes, easements and recitals as disclosed on the recorded East Aspen Subdivision Plat recorded August 24,1959, in Ditch Book 2A at Page 252, as Reception No,108453. 3. Any and all notes, easements and recitals as disclosed on the recorded Boundary Agreement Plat recorded April 29,1982, in Book 13 at Page 35, as Reception No. 240935• 4. Terms, conditions, provisions, agreements and obligations specified under An Ordinance Designating a Portion of 17 Queen Street as H, Historic Landmark Pursuant to Division 7, Section 7- 701 of the Land Use Code, dated March 12, 19go, and recorded August 21, 19go, in Book 627 at Page 834, as Reception No. 325486• CITY OF ASPEN CITY OF ASPEN WRETT PAID HRETT PAID DATE REP NO.,51*31 DATE, 1llREP NO. 5Ma3 / RECEPTION#: 629520, 05/23/2016 at 10:55:33 AM, 2 OF 3, Janice K. Vos Caudill, Pitkin County, CO GENERAL. WARRANTY DEED Alice Brien to: 17 Queen LLC 5. Terms, conditions, provisions, agreements and obligations specified under the Covenant Burdening Real Property dated April 8, i99i, and recorded July 1, i99i, in Book 65o at Page 264, as Reception No. 334163. 6. Terms, conditions, provisions, agreements and obligations specified under An Ordinance of the City Council, of the City of Aspen, Colorado, Designating 17 Queen Street, a Metes and Bounds Parcel of Land being part of Tract 40, East Aspen Addition to the City of Aspen as "H", Historic Landmark Pursuant to Section 26.76.030 of the Aspen Municipal Code, dated January 13,1997, and recorded September 3,1997, as Reception No. 407978• 7. Any and all notes, easements and recitals as disclosed on the recorded Subdivision Exemption Plat for 114 Neale / 17 Queen Street Lot Split Plat recorded May 29,1998, in Plat Book 45 at Page 17, as Reception No. 417433• 8. Terms, conditions, provisions, agreements and obligations specified under An Ordinance of the Aspen City Council Granting Approval for a Subdivision Exemption for an Historic Landmark Lot Split at 114 Neale Avenue / 17 Queen Street (Parcel 1, of the Boundary Agreement Plat thereof recorded in Plat Book 13 at Page 35, City of Aspen, County of Pitkin, State of Colorado) Aspen, Colorado, and Declaring an Emergency in Accordance with Section 4.11 of the Aspen City Charter (Ordinance No.16 - Series of 1998), dated May 26,1998, and recorded February 18, 2000, as Reception No. 44o652. 9. Terms, conditions, provisions, agreements and obligations specified under the Resolution of the Aspen Historic Preservation Commission Approving an Application for Major Development (Final) for the New House Located at 114 Neale Street / 17 Queen Street, Historic Landmark Lot Split, Lot 2, City and Townsite of Aspen, Colorado (Resolution No.16 - Series of 2003, recorded July 24, 2003, as Reception No. 485909- 10. Terms, conditions, provisions, agreements and obligations specified under the Accessory Dwelling Unit Deed Restriction Pursuant to Section 26.520 of the City of Aspen Municipal Code, dated August 26, 2003, and recorded November 7, 2003, as Reception No. 49o883• 11. Terms, conditions, provisions, agreements and obligations specified under the Property Use License, recorded June 18, 2004, as Reception No. 4988o1. 12. Terms, conditions, provisions, agreements and obligations specified under A Resolution of the Aspen Historic Presrevation Commission (HPC) Approving an Application for Major Development (FINAL) and a Residential Design Standards Variance for 114 Neale Avenue, Lot 2 of the 114 Neale/17 Queen Street Historic Landmark Lot Split, City and Townsite of Aspen, Colorado (Resolution No. 5, Series of 2005) recorded February 25, 2005, as Reception No. 507358• 13. Fence lines do not correspond to the property boundary, as shown on the Improvement Survey Plat, provided by Peak Surveying, Inc., dated April 28, 2016, as Project No.16026. 14. Overhead utility lines traverse through the subject property, as shown on the Improvement Survey Plat, provided by Peak Surveying, Inc., dated April 28, 2os6, as Project No.16026. Page 2 of 3 RECEPTION#: 629520, 05/23/2016 at 10:55:33 AM, 3 OF 3, Janice K. Vos Caudill, Pitkin County, CO GENERAL, WARRANTY DEED Alice Brien to: 17 Queen LLC 15. Encroachment of Parcel 2's Concrete Driveway onto the southeast portion of the subject property, as shown on the Improvement Survey Plat, provided by Peak Surveying, Inc., dated April 28, 2oi6, as Project No. 16026. And the Grantor shall and will WARRANT AND FOREVER DEFEND the above described premises, in the quiet and peaceable possession of the Grantee and its succes rs arid,assigns of the Grantee, against all and every person or persons claiming the whole or atyy"p rt tWeof. IN WITNESS WHEREOF, the Grantor has executed this4eed,006 date set forth above. State of Colorado ) '� ) ss County of Pitkin ) The foregoing Warranty Deed, was executed and acknowledged before me on c 0Q May 2o16, by Alice Brien. Witness my hand and offici4l s al. a My commission expires: (p�apa� A_ Notary Public NICOLE EB Y NOTARY PUBLIC STATE OF COLORADO NOTARY M 20084004424 My COMMISSION EXPIRES fEB. e, 2020 Page 3 of 3 Leslie Miller Saiontz Exhibit E Exhibit F Pitkin County Mailing List of 300 Feet Radius Pitkin County GIS presents the information and data on this web site as a service to the public. Every effort has been made to ensure that the information and data contained in this electronic system is accurate, but the accuracy may change. Mineral estate ownership is not included in this mailing list. Pitkin County does not maintain a database of mineral estate owners. Pitkin County GIS makes no warranty or guarantee concerning the completeness, accuracy, or reliability of the content at this site or at other sites to which we link. Assessing accuracy and reliability of information and data is the sole responsibility of the user. The user understands he or she is solely responsible and liable for use, modification, or distribution of any information or data obtained on this web site. This document contains a Mailing List formatted to be printed on Avery 5160 Labels. If printing, DO NOT "fit to page" or "shrink oversized pages." This will manipulate the margins such that they no longer line up on the labels sheet. Print actual size. From Parcel: 273707383002 on 05/04/2020 Instructions: Disclaimer: http://www.pitkinmapsandmore.com Exhibit M QUEEN VICTORIA CONDO ASSOC ASPEN, CO 81611 COMMON AREA 916 E HOPKINS AVE CUNNINGHAM P ASPEN, CO 81612 PO BOX 11717 HERMAN SHEILA SANTA BARBARA, CA 93101 104 W ANAPAMU ST #B GOLDMAN KAREN TRUST 2016 SANTA MONICA, CA 90403 1803 CALIFORNIA AVE SMITH CHARLES C III & LYNN NEW ORLEANS, LA 70118-6039 6030 GARFIELD ST RAPIDS TOWNHOMES CONDO ASSOC ASPEN, CO 81611 COMMON AREA E HOPKINS AVE TAAM MAXWELL ASPEN, CO 81611 962 E HOPKINS AVE ROTH LEWIS MIAMI, FL 33155 6230 SW 44TH ST BLEEKER STREET REV TRUST ASPEN, CO 81612 PO BOX 22 PRINCE ALBERT ON HOPKINS LLC SHREVEPORT, LA 71101 330 MARSHALL ST #640 WILSON BRIAN M & CATHY J REVOCABLE TRUST HEALDSBURG, CA 95448 235 APPALOOSA TR CUNNINGHAM DAPHNE HOCH EVANSTON, IL 60201 228 GREENWOOD BAK HOLDINGS LLC BASALT, CO 81621 439 JODY LN GIEFER PATRICK DENVER, CO 80209 950 S JOSEPHINE ST HATANAKA HOWARD I ASPEN, CO 81611 980 KING ST CITY OF ASPEN ASPEN, CO 81611 130 S GALENA ST LEILA KING LLC SAN FRANCISCO, CA 94111 4 EMBARCADERO CTR # 1900 GDL ENDEAVORS LTD DURHAM , NC 27713 483 ROSEMONT DR RIVER MANOR #3 LLC ASPEN, CO 81611 400 E HYMAN AVE # A 101 HERRON HERINK REAL ESTATE LLC NORTH LIBERTY, IA 52317 3886 LOCUST RIDGE RD MORGAN RIVER M ASPEN, CO 81612 PO BOX 1460 MCCAFFERTY PEGGY ASPEN, CO 81611 900 E HOPKINS #6 NJH CENTENNIAL LLC ASPEN, CO 816112154 625 E MAIN ST #1028 BLATT ROBERT M REV TRUST CINCINNATI, OH 45242 10925 REED HARTMAN HWY #200 CITY OF ASPEN ASPEN, CO 81611 130 S GALENA ST LAWRENCE LARRY S QPR TRUST LA JOLLA, CA 92037 8560 RUETTE MONTE CARLO BEIT SIMCHA LLC DALLAS, TX 75240 13101 PRESTON RD #200 CALLAHAN MARY MAUREEN ASPEN, CO 81611 830 E HOPKINS AVE #101 RIVER HOUSE LLC WEST PALM BEACH, FL 33401 915 S DIXIE HWY 975 KING LLC ASPEN, CO 81611 312 AABC STE D CARLSON KERRY Y ASPEN, CO 81611 982 E HOPKINS # 3 DECRAY MARCELLA TRUST SANTA MONICA, CA 90405 1528 HILL ST P L & A INC OMAHA, NE 68124 9727 SPRING ST GORTAN TIZIANO & ENRICA USSEGLIO BASALT, CO 81621 260 COLUMBINE CT MOLITOR PROPERTIES I LLC MATTAWAN, MI 49071 53196 N MAIN ST MOUNTAIN RIVER MANOR CONDO ASSOC ASPEN, CO 81611 900 E HOPKINS AVE LINHART FAMILY TRUST PHOENIX, AZ 85018 5110 N 40TH ST #254 CROCKETT RUFUS ASPEN, CO 81612 PO BOX 3837 GIRVIN LINDA A ASPEN, CO 81611 414 N MILL ST 981 KING STREET LLC ASPEN, CO 81612 PO BOX 3123 FREER KATHLEEN WOODS REV TRUST BLUFFTON, SC 29910 51 CUMBERLAND DR WOODS NANCY P SCOTTSDALE, AZ 85262 10602 E PALO BREA DR MASINI ALDA TRUST ASPEN, CO 81611 830 E HOPKINS #201 CROCKETT RUFUS ASPEN, CO 81612 PO BOX 3837 NA DEVELOPMENT LLC ASPEN, CO 81611 625 E HYMAN #201 FREER KATHLEEN WOODS REV TRUST BLUFFTON, SC 29910 51 CUMBERLAND DR BECK JEFFREY L & JANET SUE DALLAS, TX 75254 6211 RAINTREE CT 898 E HOPKINS LLC CHICAGO, IL 60642 805 N MILWAUKEE AVE #301 WEISMAN FAMILY LP MINNEAPOLIS, MN 55416 2701 DEAN PKWY KARST REBECCA MIAMI, FL 33155 6230 SW 44TH ST 1000 EAST HOPKINS HOA ASPEN, CO 81611 972 E HOPKINS AVE SHORT/ASPEN LLC DALLAS, TX 75201 1918 OLIVE ST #1901 ROTH JOSEPH R & ELIANNE V MIAMI, FL 33131 848 BRICKELL KEY DR #4504 SHOAF JEFFREY S ASPEN, CO 81612 PO BOX 3123 OCONNELL SARA G MIAMI, FL 33149 PO BOX 491167 HARRIS DAVID E & PATRICIA ASPEN, CO 81611 117 NEALE AVE MAPLE CHARLES A & BRYCE M ASPEN, CO 81611 1250 MOUNTAIN VIEW DR 2013 WOLFOND FAMILY TRUST TORONTO ONTARIO M2L 1G7 CANADA, 49 HIGHLAND CRESCENT STEINMAN DAN P TRUST CHICAGO, IL 60614 2314 N LINCOLN PARK WEST #21 ARGENT JASON M & NANCY H MANHATTAN BEACH, CA 90266 504 4TH ST MASINI ALDA ASPEN, CO 81611 830 E HOPKINS #201 SCHULTZ E ASPEN, CO 81612 PO BOX 11717 ARNDT BRICE & KRISTINE WORMLEYSBURG, PA 17043 83 GREENWOOD CIR BMH INVESTMENTS LTD HOUSTON, TX 77002 1001 FANNIN ST # 3850 WOODS NANCY P SCOTTSDALE, AZ 85262 10602 E PALO BREA DR PATRICIA CONDO ASSOC ASPEN, CO 81611 COMMON AREA 980 KING ST ZWART JEFFREY & TERRI CORONA DEL MAR, CA 92625 220 HELIOTROPE AVE WILLIAMSON ROBERT E ASPEN, CO 81611 982 E HOPKINS # 3 DECRAY MARCELLA IRREV PROPERTY TRUST SANTA MONICA, CA 90405 1528 HILL ST LAWRENCE MARA B QPR TRUST LA JOLLA, CA 92037 8560 RUETTE MONTE CARLO CITY OF ASPEN ASPEN, CO 81611 130 S GALENA ST CENTENNIAL PARK CONDO ASPEN, CO 81611 824 E HOPKINS AVE URBAN BLIGHT CONDO ASSOC ASPEN, CO 81611 COMMON AREA 925 GIBSON AVE PAUL REV FAMILY TRUST RANCHO SANTA FE, CA 92067-1801 PO BOX 1801 MEADOWS JEAN R & STANLEY H HIGHLAND PARK, IL 60035 538 HILLSIDE DR EVANS ROY D JR & JENNIFER E ASPEN, CO 81611 972 E HOPKINS AVE CITY OF ASPEN ASPEN, CO 81611 130 S GALENA ST KANG NOBUKO ASPEN, CO 81611 916 E HOPKINS AVE #101 BLATT ROBERT M REV TRUST CINCINNATI, OH 45242 10925 REED HARTMAN HWY #200 FUENTE DAVID & SHEILA BOCA RATON, FL 33431 701 TERN POINT CIR RAPIDS EAST ASPEN LLC DALLAS, TX 75225 6247 PRESTONSHIRE LN YOUNG JESSICA ASPEN, CO 81611 962 E HOPKINS AVE BUFORD RC & ELIZABETH B SAN ANTONIO, TX 78209 12 ELMCOURT ST CITY OF ASPEN ASPEN, CO 81611 130 S GALENA ST SNOW ORCHID LLC MENLO PARK, CA 94025 1125 SAN MATEO DR GLUCK STACY E ASPEN, CO 81611-2089 916 E HOPKINS AVE #304 MORGAN RIVER ASPEN, CO 81611 900 E HOPKINS #16 VARE DARLENE DESEDLE TRUST SANTA MONICA, CA 90403 1024 19TH ST #7 GIEFER PATRICK C DENVER, CO 80209 950 S JOSEPHINE ST ELLIS ROBERT RUSSELL & YVONNE MARIE NEW CASTLE , CO 81647 912 CLUBHOUSE DR GUPTA ARJUN ASPEN, CO 81611 400 E MAIN ST #2 LIPSEY WILLIAM S ASPEN, CO 81611 955 KING ST ROCKY MTN PROPERTY II LLC ASPEN, CO 81611 73 SMUGGLER GROVE RD GREENWOOD WILLIAM S ASPEN, CO 81612 PO BOX 4778 forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 1 FORUM PHI | 110 Neale HPC Application Application Checklist A Land Use Application Packet B Fee Agreement C Pre-Application Conference Summary D Ownership and Encumbrance Report E Consent and Authorization to Represent F HOA Compliance form G Survey H Written Description of Proposal I HPC Conceptual Drawing Set J Supplemental materials - description of the context surrounding the designated historic property K Residential Design Standards Application Packet – Single Family L Dimensional Requirements Form M Mailing List EXHIBIT SUMMARY forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 2 FORUM PHI | 110 Neale HPC Application 110 Neale Avenue is a non-historic house on a lot created through a historic landmark lot split. An exterior remodel involving changes to form and materials is proposed and requires review and approval by the Historic Preservation Commission as Major Development, which is a two-step process. At Conceptual Review, HPC will consider the massing and siting of the any proposed new work. Following Conceptual, staff will inform City Council of the HPC decision, allowing them the opportunity to uphold HPC’s decision or to “Call Up” aspects of the approval for further discussion. This is a standard practice for all significant projects. After Call-Up, the applicant may apply for Final review, which addresses exterior materials and lighting, fenestration, and landscape. Staff will review the project and make a recommendation to HPC, based on the Historic Preservation Design Guidelines. The Residential Design Standards must also be met. HPC will make a decision to approve, approve with conditions, or deny the proposal. 1 Completed Land Use Application and signed Fee Agreement.See Attached Exhibit A & B – Land Use Application & Fee Agreement 2 Pre-application Conference Summary (this document).See Attached Exhibit C – Pre- Application Conference Summary APPLICATION CHECKLIST forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 3 3 Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner’s right to apply for the Development Application. See Attached Exhibit D – Ownership and Encumbrance Report 4 Applicant’s name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant. See Attached Exhibit E - Consent and Authorization to Represent 5 HOA Compliance form (Attached to Application)See Attached Exhibit F - Homeowner Association Compliance Form 6 A site plan and survey showing property boundaries, the location and orientation of existing and proposed improvements, proximity to any preserved view planes, and predominant site characteristics. See Attached Exhibit G - Sheet A- 001 & Survey 7 A written description of the proposal and an explanation in written, graphic, or model form of how the proposed development complies with the review standards relevant to the development application and relevant land use approvals associated with the property. See Attached Exhibit H - Written Description of Proposal 8 Scaled elevations and/or drawings of the proposed work and its relationship to the designated building.See Attached Exhibit I 9 Supplemental materials to provide a visual description of the context surrounding the designated historic property including photographs and other exhibits, as needed, to accurately depict location and extent of proposed work. See Attached Exhibit J - photographs and streetscape elevation forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 4 10 Residential Design Standards Application Packet – Single Family See Attached Exhibit K -Residential Design Standards Application forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 5 FORUM PHI | 110 Neale HPC Application Sec. 26.304.010. - General.FP Response This Chapter sets out the common procedures for review of all development applications, unless otherwise specifically stated. Generally, all proposed development shall be subject to the following six (6) step approval process. (a) A pre-application conference between the applicant and a staff member of the Community Development Department; (b) Submission of the development application and fees by the applicant; (c)Determination of completeness and review of the development application by the Community Development Director; (d)Review of the development application by the relevant decision-making body; (e)Receipt of a development order or certificate of zoning compliance; (f)Receipt of a building permit. SECTION 26.304: COMMON DEVELOPMENT REVIEW PROCEDURES This application is full and complete, and complies with the submittal and procedural requirements described in Code Section 26.304. forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 6 FORUM PHI | 110 Neale HPC Application Sec. 26.410.030. - Single-family & duplex standards.FP Response (a) Applicability. Unless stated otherwise below, the design standards in this Section shall apply to all single-family and duplex development. See RDS Application for Compliance all relevant sections have been addressed SECTION 26.410. RESIDENTIAL DESIGN STANDARDS forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 7 FORUM PHI | 110 Neale HPC Application Sec. 26.415.070. - Development involving designated historic property or property within a historic district.FP Response (a) Exempt development. (1)Selected activities are exempted from the development review procedures including paint color selection, exterior repainting or replastering similar to the existing finish or routine maintenance such as caulking, replacement of fasteners, repair of window glazing or other such minimally intrusive work. (2)Interior remodeling is exempt except that demolition which results in the removal of more than fifty percent (50%) of the floor area within the interior of a historic resource is prohibited. The intent of this provision is to disincentivize the underutilization of the historic resource in order to make a larger addition to it. (b) Certificate of no negative effect. (1)An application for a certificate of no negative effect may be made to the Community Development Director for approval of work that has no adverse effect on the physical appearance or character-defining features of a designated property. An application for a certificate of no effect may be approved by the Community Development Director with no further review if it meets the requirements set forth in the following Subsection 26.415.070(b)(2): (2)The Community Development Director shall issue a development order based upon a certificate of no negative effect within fourteen (14) days after receipt of a complete application if: a.It is determined that the activity is an eligible work item and meets the City Historic Preservation Design Guidelines; and b.Any modifications to the proposed work requested by the Community Development Director are agreed to by the owner/applicant; and c.The proposed work will not diminish, eliminate or adversely affect the significant historic and/or architectural character of the subject property or Historic District in which it is located. (3)An application for a certificate of no negative effect shall include the following: a.The general application information required in Section 26.304.030. b.Elevations or drawings of the proposed work. c.Photographs, building material samples and other exhibits, as needed, to accurately depict location, extent and design of proposed work. SECTION 26.415. - HISTORIC PRESERVATION NA NA forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 8 d.Verification that the proposal complies with Chapter 26.410, Residential design standards. (4)The following work shall be considered for a Certificate of No Negative Effect: a.Replacement or repair of architectural features which creates no change to the exterior physical appearance of the building or structure. b.Replacement or repair of architectural features that restores the building or structure to its historic appearance. c.Installation of awnings or similar attachments provided no significant feature is damaged, removed or obscured by the installation. d.Fencing that has no adverse effect on the historic or architectural character of the property. e.Mechanical equipment or accessory features that have no impact on the character- defining features of the building or structure. f.Signs which have no effect on the character-defining features of the historic property. g.Alterations to noncontributing buildings within historic districts that have no adverse effect on its historic or architectural character. h.Alterations to no more than two (2) elements of nonprimary façades of a designated building. i.Installation of site improvements, such as walkways, patios, pools or hot tubs, or similar significant features. (5)The development order and associated certificate of no negative effect shall expire and become null and void after three (3) years from the date of issuance by the Community Development Director unless a building permit is issued within that time. (6)In the event that the Community Development Director determines that the issuance of a certificate of no negative effect is not appropriate, the owner may apply for a certificate of appropriateness from the HPC. (c) Certificate of appropriateness for a minor development. (1)The review and decision on the issuance of a certificate of appropriateness for minor development shall begin with a determination by the Community Development Director that the proposed project constitutes a minor development. Minor development work includes: a.Expansion or erection of a structure wherein the increase of the floor area of the structure is two hundred and fifty (250) square feet or less or b.Alterations to a building façade, windows, doors, roof planes or material, exterior wall materials, dormer porch, exterior staircase, balcony or ornamental trim when three (3) or fewer elements are affected and the work does not qualify for a certificate of no negative effect or NA NA forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 9 c.Erection or installation of a combination or multiples of awning, canopies, mechanical equipment, fencing, signs, accessory features and other attachments to designated properties such that the cumulative impact does not allow for the issuance of a certificate of no negative effect; d.Alterations that are made to nonhistoric portions of a designated historic property that do not qualify for a certificate of no negative effect; or e.The erection of street furniture, signs, public art and other visible improvements within designated historic districts of a magnitude or in numbers such that the cumulative impact does not allow for the issuance of a certificate of no negative effect. The Community Development Director may determine that an application for work on a designated historic property involving multiple categories of minor development may result in the cumulative impact such that it is considered a major development. In such cases, the applicant shall apply for a major development review in accordance with Subsection 26.415.07(d). (2)An application for minor development shall include the following: a.The general application information required in Section 26.304.030. b.Scaled elevations and/or drawings of the proposed work and its relationship to the designated historic buildings, structures, sites and features within its vicinity. c.An accurate representation of all building materials and finishes to be used in the development. d.Photographs and other exhibits, as needed, to accurately depict location, extent and design of proposed work. e.Verification that the proposal complies with Chapter 26.410, Residential design standards or a written request for a variance from any standard that is not being met. (3)The procedures for the review of minor development projects are as follows: a.The Community Development Director will review the application materials and if they are determined to be complete, schedule a public hearing before the HPC. The subject property shall be posted pursuant to Paragraph 26.304.060(e)(3)b. b.Staff shall review the submittal material and prepare a report that analyzes the project's conformance with the design guidelines and other applicable Land Use Code sections. This report will be transmitted to the HPC with relevant information on the proposed project and a recommendation to approve, disapprove or approve with conditions and the reasons for the recommendation. The HPC will review the application, the report and the evidence presented at the hearing to determine the project's conformance with the City Historic Preservation Design Guidelines. NA forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 10 c.The HPC shall approve, disapprove, approve with conditions or continue the application to obtain additional information necessary to make a decision to approve or deny. If the application is approved, the HPC shall issue a certificate of appropriateness and the Community Development Director shall issue a development order. d.The HPC decision shall be final unless appealed by the applicant or a landowner within three hundred (300) feet of the subject property in accordance with the procedures set forth in Chapter 26.316. (d) Certificate of appropriateness for major development. (1)The review and decision on the issuance of a certificate of appropriateness for major development shall begin with a determination by the Community Development Director that the proposed project constitutes a major development. A major development includes one or more of the following activities: a.The construction of a new structure within a historic district; and/or b.Alterations to more than three (3) elements of a building façade including its windows, doors, roof planes or materials, exterior wall material, dormers, porches, exterior staircase, balcony or ornamental trim; and/or c.The expansion of a building increasing the floor area by more than two hundred and fifty (250) square feet; and/or d.Any new development that has not been determined to be minor development. (2)The procedures for the review of major development projects include a two-step process requiring approval by the HPC of a conceptual development plan and then a final development plan. If a major development project involves additional City Land Use approvals, the Community Development Director may consolidate or modify the review process accordingly, pursuant to Subsection 26.304.060(b). (3) Conceptual development plan review. a.An application for a conceptual development plan shall include the following:1.The general application information required in Section 26.304.030.2.A site plan and survey showing property boundaries, the location and orientation of existing and proposed improvements and predominant site characteristics.3.Scaled drawings of all proposed structure(s) or addition(s) depicting their form, including their height, massing, scale, proportions and roof plan; and the primary features of all elevations.4.Preliminary selection of primary building materials to be used in construction represented by samples and/or photographs.5.Supplemental materials to provide a visual description of the context surrounding the designated historic property or historic district including at least one (1) of the following: diagrams, maps, photographs, models or streetscape elevations.6.Verification that the proposal complies with Chapter 26.410, Residential design standards or a written request for a variance from any standard that is not being met. This application for the proposed altering of an existing structure on a historic lot complies with the requirements of a Certificate of Appropriateness for Major Development by providing all the necessary required information pre-determined by the Community Development Director and summarized in the Pre-Application Summary. The proposed remodel is not seeking any variances contrary to the required guidelines set forth by the Certificate of Appropriateness. No altering of any historic structure is proposed, nor are any historic structures found on this site. This proposal has paid particular attention to the relationship with the historic structure found on the neighboring lot at 114 Neale. The northern 1/3 of the existing house on 110 Neale has remained as existing in scale and mass, along with slight material alterations to respect the size and scale of the historic structure on 114 Neale. Chapter 26.410 RDS has been addressed by decreasing the overall scale and mass of the of the existing residence. This is achieved by pulling the existing garage back from front facade of the house at Queen and Neal Avenue and reducing the current gable roof form found facing Neale Avenue above the entry feature to a hip roof with a proportional dormer, matching the existing façade facing Queen Street. The existing entry feature facing Neale Avenue has been increased in size and scale to enhance the relationship with Neale Avenue. Simultaneously a new entry feature has also been created facing Queen street, although set back further and smaller in scale and presence it also now engages Queen street in a better relationship. Door and window heights have been respected and proportionally sized to adhere to RDS standards and decrease the large blank wall facades found on the existing house. NA forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 11 b.The procedures for the review of conceptual development plans for major development projects are as follows:1.The Community Development Director shall review the application materials submitted for conceptual or final development plan approval. If they are determined to be complete, the applicant will be notified in writing of this and a public hearing before the HPC shall be scheduled. Notice of the hearing shall be provided pursuant to Section 26.304.060(e)(3) Paragraphs a, b and c.2.Staff shall review the submittal material and prepare a report that analyzes the project's conformance with the design guidelines and other applicable Land Use Code sections. This report will be transmitted to the HPC with relevant information on the proposed project and a recommendation to continue, approve, disapprove or approve with conditions and the reasons for the recommendation. The HPC will review the application, the staff analysis report and the evidence presented at the hearing to determine the project's conformance with the City Historic Preservation Design Guidelines.3.The HPC may approve, disapprove, approve with conditions or continue the application to obtain additional information necessary to make a decision to approve or deny.4.A resolution of the HPC action shall be forwarded to the City Council in accordance with Section 26.415.120—Appeals, notice to City Council, and call-up. No applications for Final Development Plan shall be accepted by the City and no associated permits shall be issued until the City Council takes action as described in said section. This application for the proposed altering of an existing structure on a historic lot complies with the requirements of a Certificate of Appropriateness for Major Development by providing all the necessary required information pre-determined by the Community Development Director and summarized in the Pre-Application Summary. The proposed remodel is not seeking any variances contrary to the required guidelines set forth by the Certificate of Appropriateness. No altering of any historic structure is proposed, nor are any historic structures found on this site. This proposal has paid particular attention to the relationship with the historic structure found on the neighboring lot at 114 Neale. The northern 1/3 of the existing house on 110 Neale has remained as existing in scale and mass, along with slight material alterations to respect the size and scale of the historic structure on 114 Neale.Chapter 26.410 RDS has been addressed by decreasing the overall scale and mass of the of the existing residence. This is achieved by pulling the existing garage back from front facade of the house at Queen and Neal Avenue and reducing the current gable roof form found facing Neale Avenue above the entry feature to a hip roof with a proportional dormer, matching the existing façade facing Queen Street. The existing entry feature facing Neale Avenue has been increased in size and scale to enhance the relationship with Neale Avenue. Simultaneously a new entry feature has also been created facing Queen street, although set back further and smaller in scale and presence it also now engages Queen street in a better relationship. Door and window heights have been respected and proportionally sized to adhere to RDS standards and decrease the large blank wall facades found on the existing house. forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 12 c.The effect of approval of a conceptual development plan is as follows:1.Approval of a conceptual development plan shall not constitute final approval of a major development project or permission to proceed with the development. Such authorization shall only constitute authorization to proceed with the preparation of an application for a final development plan.2.Approval of a conceptual development plan shall be binding upon HPC in regards to the location and form of the envelope of the structure(s) and/or addition(s) as depicted in the conceptual plan application including its height, scale, massing and proportions. No changes will be made to this aspect of the proposed development by the HPC as part of their review of the final development plan unless agreed to by the applicant. If the applicant chooses to make substantial amendments to the conceptual design after it has been approved, a new conceptual development approval hearing shall be required, pursuant to Section 26.415.070.(d)(3).3.Unless otherwise specified in the resolution granting conceptual development plan approval, a development application for a final development plan shall be submitted within one (1) year of the date of approval of a conceptual development plan. Failure to file such an application within this time period shall render null and void the approval of the conceptual development plan. The Community Development Director may grant an extension of this limitation if the delay has been caused by the application requiring additional reviews or similar delays that could not have been reasonably predicted by the applicant. The Historic Preservation Commission may, at its sole discretion and for good cause shown, grant a one-time extension of the expiration date for a conceptual development plan approval for up to six (6) months provided a written request for extension is received no less than thirty (30) days prior to the expiration date. (4)Final development plan review. a.An application for a final development plan shall include:1.The general application information required in Section 26.304.030.2.Final drawings of all proposed structures(s) and/or addition(s) included as part of the development at 1/4" = 1.0' scale.3.An accurate representation of all major building materials to be used in the development, depicted through samples or photographs.4.A statement, including narrative text or graphics, indicating how the final development plan conforms to representations made or stipulations placed as a condition of the approval of the conceptual development plan. This application for the proposed altering of an existing structure on a historic lot complies with the requirements of a Certificate of Appropriateness for Major Development by providing all the necessary required information pre-determined by the Community Development Director and summarized in the Pre-Application Summary. The proposed remodel is not seeking any variances contrary to the required guidelines set forth by the Certificate of Appropriateness. No altering of any historic structure is proposed, nor are any historic structures found on this site. This proposal has paid particular attention to the relationship with the historic structure found on the neighboring lot at 114 Neale. The northern 1/3 of the existing house on 110 Neale has remained as existing in scale and mass, along with slight material alterations to respect the size and scale of the historic structure on 114 Neale.Chapter 26.410 RDS has been addressed by decreasing the overall scale and mass of the of the existing residence. This is achieved by pulling the existing garage back from front facade of the house at Queen and Neal Avenue and reducing the current gable roof form found facing Neale Avenue above the entry feature to a hip roof with a proportional dormer, matching the existing façade facing Queen Street. The existing entry feature facing Neale Avenue has been increased in size and scale to enhance the relationship with Neale Avenue. Simultaneously a new entry feature has also been created facing Queen street, although set back further and smaller in scale and presence it also now engages Queen street in a better relationship. Door and window heights have been respected and proportionally sized to adhere to RDS standards and decrease the large blank wall facades found on the existing house. forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 13 b.The procedures for the review of final development plans for major development projects are as follows:1.The Community Development Director shall review the application materials submitted for final development plan approval. If they are determined to be complete, the applicant will be notified in writing of this and a public hearing before the HPC shall be scheduled. Notice of the hearing shall be provided pursuant to Paragraphs 26.304.060(e)(3)a, b and c.2.Staff shall review the submittal material and prepare a report that analyzes the project's conformance with the design guidelines and other applicable Land Use Code sections. This report will be transmitted to the HPC with relevant information on the proposed project and a recommendation to continue, approve, disapprove or approve with conditions and the reasons for the recommendation. The HPC will review the application, the staff analysis report and the evidence presented at the hearing to determine the project's conformance with the City Historic Preservation Design Guidelines.3.The HPC may approve, disapprove, approve with conditions or continue the application to obtain additional information necessary to make a decision to approve or deny. If the application is approved, the HPC shall issue a certificate of appropriateness and the Community Development Director shall issue a development order.4.Before an application for a building permit can be submitted, a final set of plans reflecting any or all required changes by the HPC or City Council must be on file with the City. Any conditions of approval or outstanding issues which must be addressed in the field or at a later time (e) Amendments, insubstantial and substantial. There are two (2) processes for amending plans approved pursuant to a development order and an associated certificate of appropriateness. All requests for amendments, insubstantial or substantial, must be in writing and accompanied by drawing(s) and elevations as specified below. (1)Insubstantial amendments. a.Insubstantial amendments are minor modifications to HPC approved plans that:1.Address circumstances discovered in the course of construction that could not have been reasonably anticipated during the approval process or2.Are necessary for conformance with building safety or accessibility codes and do not materially change the approved plans or3.Approve specific building materials, finishes, design of ornamental trim and other such detail not provided in the HPC approved plans or4.Change the shape, location or material of a building element or feature but maintains the same quality and approximate appearance of that found in the approved plans. b.The Community Development Director may authorize insubstantial amendments to approved plans. c.Monitoring committees established by the HPC, composed of up to two (2) members of the Commission and the Historic Preservation Officer or assign, may also authorize insubstantial amendments. NA This application for the proposed altering of an existing structure on a historic lot complies with the requirements of a Certificate of Appropriateness for Major Development by providing all the necessary required information pre-determined by the Community Development Director and summarized in the Pre-Application Summary. The proposed remodel is not seeking any variances contrary to the required guidelines set forth by the Certificate of Appropriateness. No altering of any historic structure is proposed, nor are any historic structures found on this site. This proposal has paid particular attention to the relationship with the historic structure found on the neighboring lot at 114 Neale. The northern 1/3 of the existing house on 110 Neale has remained as existing in scale and mass, along with slight material alterations to respect the size and scale of the historic structure on 114 Neale.Chapter 26.410 RDS has been addressed by decreasing the overall scale and mass of the of the existing residence. This is achieved by pulling the existing garage back from front facade of the house at Queen and Neal Avenue and reducing the current gable roof form found facing Neale Avenue above the entry feature to a hip roof with a proportional dormer, matching the existing façade facing Queen Street. The existing entry feature facing Neale Avenue has been increased in size and scale to enhance the relationship with Neale Avenue. Simultaneously a new entry feature has also been created facing Queen street, although set back further and smaller in scale and presence it also now engages Queen street in a better relationship. Door and window heights have been respected and proportionally sized to adhere to RDS standards and decrease the large blank wall facades found on the existing house. forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 14 d.Decisions of the Community Development Director or monitoring committee are binding. The Community Development Director or monitoring committee may determine that the proposed changes qualify as a substantial amendment and remand the matter to the HPC. e.Disapproval of a request for an insubstantial amendment may be appealed to the HPC to be considered in accordance with the procedures for substantial amendments. f.Approval of insubstantial amendments of plans will be reported to the HPC at their regularly scheduled meetings. (2)Substantial amendments. a.All changes to approved plans that materially modify the location, size, shape, materials, design, detailing or appearance of the building elements as originally depicted must be approved by the HPC as a substantial amendment. b.An application for a substantial amendment shall include the following materials, as determined appropriate by the Community Development Director:1.A revised site plan.2.Revised scaled elevations and drawings.3.Representations of building materials and finishes.4.Photographs and other exhibits to illustrate the proposed changes. c.The Community Development Director shall review the application materials submitted for approval of a substantial amendment and waive any submittals not considered necessary for consideration. If they are determined to be complete, the applicant will be notified in writing of this and a public hearing before the HPC shall be scheduled. d.Notice for the review of an application for a substantial amendment will include publication, posting and mailing pursuant to Section 26.304.060(e)(3) Paragraphs a, b and c. e.Staff shall review the submittal material and prepare a report that analyzes the extent of the changes relative to the approved plans and how the proposed revisions affect the project's conformance with the design guidelines and other applicable Land Use Codes. This report will be transmitted to the HPC with relevant information on the proposed revisions and a recommendation to continue, approve, disapprove or approve with conditions and the reasons for the recommendation. f.The HPC will review the application, the staff analysis report and the evidence presented at the hearing to determine the project's conformance with the City Historic Preservation Design Guidelines. The HPC may approve, disapprove, approve with conditions or continue the application to obtain additional information necessary to make a decision to approve or deny. NA forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 15 FORUM PHI | 110 Neale HPC Application 1.1 All Projects shall respect the historic neighborhood development pattern or context of the block, neighborhood or district. • Building footprint and location should reinforce the traditional patterns of the neighborhood. • Allow for some porosity on a site. In a residential project, setback to setback development is typically uncharacteristic of the historic context. Do not design a project which leaves no useful open space visible from the street. 1.2 Preserve the system and character of historic streets, alleys, and ditches. • Retain and preserve the variety and character found in historic alleys, including retaining historic ancillary buildings or constructing new ones. • Retain and preserve the simple character of historic ditches. Do not plant flowers or add landscape. • Abandoning or re-routing a street in a historic area is generally discouraged. • Consider the value of unpaved alleys in residential areas. • Opening a platted right of way which was abandoned or never graded may be encouraged on a case by case basis. 1.3 Remove driveways or parking areas accessed directly from the street if they were not part of the original development of the site. • Do not introduce new curb cuts on streets. • Non-historic driveways accessed from the street should be removed if they can be relocated to the alley. 1.4 Design a new driveway or improve an existing driveway in a manner that minimizes visual impact. • If an alley exists at the site, the new driveway must be located off it. • Tracks, gravel, light grey concrete with minimal seams, or similar materials are appropriate for driveways on Aspen Victorian properties. CHAPTER 1 SITE PLANNING AND LANDSCAPE DESIGN: HISTORIC PRESERVATION GUIDELINES COMPLIANCE The proposal does not seek to change the orientation of the existing structure on the site. Response: NA – no such street/alley/ditch structure exists at this site. Written Description of Proposal Response: No alley exists at the site. Driveway material to be light colored concrete or stone. forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 16 1.5 Maintain the historic hierarchy of spaces. • Reflect the established progression of public to private spaces from the public sidewalk to a semipublic walkway, to a semi private entry feature, to private spaces. 1.6 Provide a simple walkway running perpendicular from the street to the front entry on residential projects. • Meandering walkways are not allowed, except where it is needed to avoid a tree or is typical of the period of significance. • Use paving materials that are similar to those used historically for the building style and install them in the manner that they would have been used historically. For example on an Aspen Victorian landmark set flagstone pavers in sand, rather than in concrete. Light grey concrete, brick or red sandstone are appropriate private walkway materials for most landmarks. • The width of a new entry sidewalk should generally be three feet or less for residential properties. A wider sidewalk may be appropriate for an Aspen Modern property. 1.7 Provide positive open space within a project site. • Ensure that open space on site is meaningful and consolidated into a few large spaces rather than many small unusable areas. • Open space should be designed to support and complement the historic building. 1.8 Consider stormwater quality needs early in the design process. • When included in the initial planning for a project, stormwater quality facilities can be better integrated into the proposal. All landscape plans presented for HPC review must include at least a preliminary representation of the stormwater design. A more detailed design must be reviewed and approved by Planning and Engineering prior to building permit submittal. • Site designs and stormwater management should provide positive drainage away from the historic landmark, preserve the use of natural drainage and treatment systems of the site, reduce the generation of additional stormwater runoff, and increase infiltration into the ground. Stormwater facilities and conveyances located in front of a landmark should have minimal visual impact when viewed from the public right of way. • Refer to City Engineering for additional guidance and requirements. Response: See attached site plan. Proposal does not seek to change existing entry path which is perpendicular from Neale Ave.. Response: See attached site plan for compliance. Proposal does not seek to change existing entry path which is perpendicular from Neale Ave. Response: The unusable space existing between the current ADU and existing house has been consolidated into living space, and the SW existing open space has been expanded by removal of the current parking area. The existing open space between the historic structure on 114 Neale and 110 Neale is to remain as it exists today. Response: A stormwater plan has been developed with the Landscape Architect & Civil Engineer. There will be positive drainage away from all structures on the site per city engineering requirements. forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 17 1.9 Landscape development on Aspen Modern landmarks shall be addressed on a case by case basis. Response: NA 1.10 Built-In furnishings, such as water features, fire pits, grills, and hot tubs that could interfere with or block views of historic structures are inappropriate. • Site furnishings that are added to the historic property should not be intrusive or degrade the integrity of the neighborhood patterns, site, or existing historic landscape. • Consolidating and screening these elements is preferred. 1.11 Preserve and maintain historically significant landscaping on site, particularly landmark trees and shrubs. • Retaining historic planting beds and landscape features is encouraged. • Protect historically significant vegetation during construction to avoid damage. Removal of damaged, aged, or diseased trees must be approved by the parks department. • If a significant tree must be removed, replace it with the same or similar species in coordination with the Parks Department. • The removal of non-historic planting schemes is encouraged. • Consider restoring the original landscape if information is available, including original plant materials. 1.12 Provide an appropriate context for historic structures. • Simplicity and restraint are required. Do not overplant a site, or install a landscape which is over textured or overly complex in relationship to the historic resource, particularly in Zone A. In Zone A, new planting shall be species that were used historically or species of similar attributes. • In areas immediately adjacent to the landmark, Zone A and Zone B, plants up 42” in height, sod, and low shrubs are often appropriate. • Contemporary planting, walls and other features are not appropriate in Zone A. A more contemporary landscape may surround new development or be located in the rear of the property, in Zone C. • Do not cover areas which were historically unpaved with hard surfaces, except for a limited patio where appropriate. • Where residential structures are being adapted to commercial use, proposals to alter the landscape will be considered on a case-by-case basis. The residential nature of the building must be honored. • In the case of a historic landmark lot split, careful consideration should be given so as not to over plant either property, or remove all evidence of the landscape characteristics from before the property was divided. • Contemporary landscapes that highlight an Aspen Modern architectural style are encouraged. Response: No historic landscape elements exist on site as the property was fully redeveloped in 2005. Response: Setbacks between this development and the historic structure on the adjacent site are being respected. Response: No historic structure exists on the site. Site amenities are substantially hidden from the street. . forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 18 1.13 Additions of plant material to the landscape that could interfere with or block views of historic structures are inappropriate. • Low plantings and ground covers are preferred. • Do not place trees, shrubs, or hedgerows in locations that will obscure, damage, or block significant architectural features or views to the building. Hedgerows are not allowed as fences. • Consider mature canopy size when planting new trees adjacent to historic resources. Planting trees too close to a landmark may result in building deteriorate or blocked views and is inappropriate. • Climbing vines can damage historic structures and are not allowed. 1.14 Minimize the visual impact of landscape lighting. • Landscape and pathway lighting is not permitted in Zone A (refer to diagram) on Aspen Victorian properties unless an exception is approved by HPC based on safety considerations. • Landscape, driveway, and pathway lighting on Aspen Modern properties is addressed on a case by-case basis. • Landscape light fixtures should be carefully selected so that they are compatible with the building, yet recognizable as a product of their own time. • Driveway lighting is not permitted on Aspen Victorian properties. • Landscape up-lighting is not allowed. 1.15 Preserve original fences. • Fences which are considered part of the historic significance of a site should not be moved, removed, or inappropriately altered. • Replace only those portions of a historic fence that are deteriorated beyond repair. • Replacement elements must match the existing. Response: the existing fence found on the site is not historic, but will also not be replaced, it will be repaired as needed Response: No historic structure exists on the site. No landscaping is proposed that would impact the visibility of the historic resource at 114 Neale Ave. Response: Landscape lighting will be submitted at the final review, all lighting will be in compliance with section 1.14 forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 19 1.16 When possible, replicate a missing historic fence based on photographic evidence. Response: No historic fences have been documented - a new fence on the east side is proposed, but it has no historic context 1.17 No fence in the front yard is often the most appropriate solution. • Reserve fences for back yards and behind street facing façades, as the best way to preserve the character of a property. 1.18 When building an entirely new fence, use materials that are appropriate to the building type and style. • The new fence should use materials that were used on similar properties during the period of significance. • A wood fence is the appropriate solution in most locations. • • Ornate fences, including wrought iron, may create a false history are not appropriate for Aspen Victorian landmarks unless there is evidence that a decorative fence historically existed on the site. • A modest wire fence was common locally in the early 1900s and is appropriate for Aspen Victorian properties. This fence type has many desirable characteristics including transparency, a low height, and a simple design. When this material is used, posts should be simply detailed and not oversized. 1.19 A new fence should have a transparent quality, allowing views into the yard from the street. • A fence that defines a front yard must be low in height and transparent in nature. • For a picket fence, spacing between the pickets must be a minimum of 1/2 the width of the picket. • For Post-WWII properties where a more solid type of fence may be historically appropriate, proposals will be reviewed on a case-by-case basis. • Fence columns or piers should be proportional to the fence segment. 1.20 Any fence taller than 42” should be designed so that it avoids blocking public views of important features of a designated building. • A privacy fence should incorporate transparent elements to minimize the possible visual impacts. Consider staggering the fence boards on either side of the fence rail. This will give the appearance of a solid plank fence when seen head on. Also consider using lattice, or other transparent detailing on the upper portions of the fence. • A privacy fence should allow the building corners and any important architectural features that are visible from the street to continue to be viewed. • All hedgerows (trees, shrub bushes, etc.) are prohibited in Zones A and B. 1.21 Preserve original retaining walls • Replace only those portions that are deteriorated beyond repair. Any replacement materials should match the original in color, texture, size and finish. • Response: The proposed fence is to match the existing fence currently found on site. It will be set along the east side of the property out of the view of the public. Response: No historic retaining walls exist on the site. Response: No fence is proposed for the front yard. Response: The proposed fence is to match the existing fence currently found onsite and will be made of wood Response: No fence is proposed between the house and a street. forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 20 • Painting or covering a historic masonry retaining wall or covering is not allowed. • Increasing the height of a retaining wall is inappropriate. 1.22 When a new retaining wall is necessary, its height and visibility should be minimized. • All wall materials, including veneer and mortar, will be reviewed on a case by case basis and should be compatible with the palette used on the historic structure. 1.23 Re-grading the site in a manner that changes historic grade is generally not allowed and will be reviewed on a case by case basis. The historic grade has already been greatly altered in the previous remodel. Proposed grading will be to correct and control drainage on the sloped site 1.24 Preserve historically significant landscapes with few or no alterations. • An analysis of the historic landscape and an assessment of the current condition of the landscape should be done before the beginning of any project. • The key features of the historic landscape and its overall design intent must be preserved. Response: No historic retaining walls exist on the site. Response: New retaining walls to be finished with stone used on the house. Height of all retaining structures to be reduced to the Response: No significant historical landscapes exist forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 21 1.25 New development on these sites should respect the historic design of the landscape and its built features. • Do not add features that damage the integrity of the historic landscape. • Maintain the existing pattern of setbacks and siting of structures. • Maintain the historic relationship of the built landscape to natural features on the site. • All additions to these landscapes must be clearly identifiable as recent work. • New artwork must be subordinate to the designed landscape in terms of placement, height, material, and overall appearance. Place new art away from significant landscape features. • Avoid installing utility trenches in cultural landscapes if possible. 1.26 Preserve the historic circulation system. • Minimize the impact of new vehicular circulation. • Minimize the visual impact of new parking. • Maintain the separation of pedestrian and vehicle which occurred historically 1.27 Preserve and maintain significant landscaping on site. • Protect established vegetation during any construction. • If any tree or shrub needs to be removed replace it with the same or similar species. • New planting should be of a species used historically or a similar species. • Maintain and preserve any gardens and/or ornamental planting on the site. • Maintain and preserve any historic landscape elements. Response: Reconfigured parking area is located in close proximity to the previous parking area, the parking area is to be planted to mitigate visual impact, and the entrance is maintained off of Queen St, which has minimal pedestrian activity Response: Existing significant landscape to be maintained to the greatest extent practicable. Response: All proposed landscaping and grading are to be within the context that the site is currently found, no art has been proposed. Utility trenches are to be located in areas already altered by the previous remodel to the greatest extent possible. forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 22 FORUM PHI | 110 Neale HPC Application 11.1 Orient the new building to the street. • Aspen Victorian buildings should be arranged parallel to the lot lines, maintaining the traditional grid pattern. • Aspen Modern alignments shall be handled case by case. • Generally, do not set the new structure forward of the historic resource. Alignment of their front setbacks is preferred. An exception may be made on a corner lot or where a recessed siting for the new structure is a better preservation outcome. 11.2 In a residential context, clearly define the primary entrance to a new building by using a front porch. • The front porch shall be functional, and used as the means of access to the front door. • A new porch must be similar in size and shape to those seen traditionally. 11.3 Construct a new building to appear similar in scale and proportion with the historic buildings on a parcel. • Subdivide larger masses into smaller “modules” that are similar in size to the historic buildings on the original site. • • Reflect the heights and proportions that characterize the historic resource. Response: The primary façade of the building faces Neale Avenue, corresponding to the historic resource at 114 Neale Avenue. The application does not propose to change this orientation. CHAPTER 11 NEW BUILDING ON HISTORIC LANDMARKED PROPERTIES: HISTORIC PRESERVATION GUIDELINES COMPLIANCE Response: The application proposes the replacement of the existing front porch. Response: The existing house at 110 Neale Avenue appears to have been designed to relate to the scale of the historic resource at 114 Neale Ave. The portion of the 110 Neale house nearest the historic resource is of a similar scale. The portion of the house nearer to Queen Street currently exists at a significantly larger scale than the historic resource. This application does not seek to alter this condition. The portion of the 110 Neale house nearest the historic resource will forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 23 11.4 Design a front elevation to be similar in scale to the historic building. • The primary plane of the front shall not appear taller than the historic structure. 11.5 The intent of the historic landmark lot split is to remove most of the development potential from the historic resource and place it in the new structure(s). • This should be kept in mind when determining how floor area will be allocated between structures proposed as part of a lot split. 11.6 Design a new structure to be recognized as a product of its time. • Consider these three aspects of a new building; form, materials, and fenestration. A project must relate strongly to the historic resource in at least two of these elements. Departing from the historic resource in one of these categories allows for creativity and a contemporary design response. • When choosing to relate to building form, use forms that are similar to the historic resource. • When choosing to relate to materials, use materials that appear similar in scale and finish to those used historically on the site and use building materials that contribute to a traditional sense of human scale. • When choosing to relate to fenestration, use windows and doors that are similar in size and shape to those of the historic resource. 11.7 The imitation of older historic styles is discouraged. • This blurs the distinction between old and new buildings. • Overall, details shall be modest in character. Response: No historic resource exists at 110 Neale. The proposed form, material palette, and fenestration has been developed from the context of the existing house. The forms and materials relate to those elements found in nearby historic resources and are of a similar scale. Response: The proposal addresses an existing house on the parcel. No imitation of historic styles is proposed. Written Description of Proposal Response: NA – A historic lot split has already occurred at this property. forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 24 FORUM PHI | 110 Neale HPC Application 12.1 Address accessibility compliance requirements while preserving character defining features of historic buildings and districts. • All new construction must comply completely with the International Building Code (IBC) for accessibility. Special provisions for historic buildings exist in the law that allow some flexibility when designing solutions which meet accessibility standards. 12.2 Original light fixtures must be maintained. When there is evidence as to the appearance of original fixtures that are no longer present, a replication is appropriate. Response: No original lighting is present on site 12.3 Exterior light fixtures should be simple in character. • The design of a new fixture should be appropriate in form, finish, and scale with the structure. • New fixtures should not reflect a different period of history than that of the affected building, or be associated with a different architectural style. • Lighting should be placed in a manner that is consistent with the period of the building, and should not provide a level of illumination that is out of character. • One light adjacent to each entry is appropriate on an Aspen Victorian residential structure. A recessed fixture, surface mounted light, pendant or sconce will be considered if suited to the building type or style. • On commercial structures and Aspen Modern properties, recessed lights and concealed lights are often most appropriate. 12.4 Minimize the visual impacts of utilitarian areas, such as mechanical equipment and trash storage. • Place mechanical equipment on the ground where it can be screened. • Mechanical equipment may only be mounted on a building on an alley façade. • Rooftop mechanical equipment or vents must be grouped together to minimize their visual impact. Where rooftop units are visible, it may be appropriate to provide screening with materials that are compatible with those of the building itself. Use the smallest, low profile units available for the purpose. • Window air conditioning units are not allowed. • Minimize the visual impacts of utility connections and service boxes. Group them in a discrete location. Use pedestals when possible, rather than mounting on a historic building. • Paint mechanical equipment in a neutral color to minimize their appearance by blending with their backgrounds Response: All proposed lighting will be appropriate in form and finish and scale with the existing house, no structure exists to compare or relate to proposed lighting. Written Description of Proposal CHAPTER 12 ACCESSIBILITY, ARCHITECTURAL LIGHTING, MECHANICAL EQUIPMENT, SERVICE AREAS, AND SIGNAGE: HISTORIC PRESERVATION GUIDELINES COMPLIANCE Response: N/A under IRC forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Carbondale: 36 N. 4th St, Carbondale, CO 81623 EXHIBIT H 25 • In general, mechanical equipment should be vented through the roof, rather than a wall, in a manner that has the least visual impact possible. • Avoid surface mounted conduit on historic structures. 12.5 Awnings must be functional. • An awning must project at least 3 feet, and not more than 5 feet from the building façade. • An awning may only be installed at a door or window and must fit within the limits of the door or window opening. • Awnings are inappropriate on Aspen Modern properties unless historic evidence shows otherwise. 12.6 Signs should not obscure or damage historic building fabric. • Where possible, install a free standing sign that is appropriate in height and width. Consolidate signage for multiple businesses. • • Mount signs so that the attachment point can be easily repaired when the sign is replaced. Do not mount signage directly into historic masonry. • • Blade signs or hanging signs are generally preferred to wall mounted signs because the number of attachment points may be less. • Signs should be constructed of wood or metal. . • Pictographic signs are encouraged because they add visual interest to the street. 12.7 Sign lighting must be subtle and concealed. • Pin mounted letters with halo lighting will not be approved on Aspen Victorian buildings. • The size of a fixture used to light a sign must be minimized. The light must be directed towards the sign. If possible, integrate the lights into the sign bracket. 12.8 Locate signs to be subordinate to the building design. • Signs should be located on the first floor of buildings, primarily. • Signs should not obscure historic building details. 12.9 Preserve historic signs. Response: N/A Written Description of Proposal No awnings are proposed, NA Response: N/A Response: N/A Response: N/A forumphi.com | p. 970.279.4109 | f. 866.770.5585 Aspen: 715 W. Main St, #204 Aspen, CO 81611 Basalt: 104 Midland Ave, #202 Basalt, CO 81621 Forum Phi Architecture 715 W Main Street, Aspen CO 81611 August 25, 2020 Dear Members of the Historic Preservation Commission, On May 5, 2020, the applicant, 17 Queen LLC, submitted for Major Development Review an application for an addition to the existing residence at 110 Neale Avenue in Aspen. On June 24, 2020, members of the HPC voted to continue Conceptual Review of the application pending restudy of the roof massing over the dining room. On July 22, 2020 HPC voted 5-0 to grant conceptual approval. The Commission conditioned its approval on two points: First, that the applicant coordinates with the relevant City of Aspen Departments including Engineering, Zoning, and Parks to ensure that all requirements are met, noting specifically the right-of-way condition along Queen Street. Second, that the conceptual approval extends for a period of not more than one year, and that failure to submit for final review within one year of Conceptual Approval will void that approval: Section 1: Conceptual Major Development Review HPC hereby approves Conceptual Major Development as proposed with the following conditions: 1. Continue to work with all relevant City Departments including Engineering, Parks, and Zoning to ensure all requirements are met, including but not limited to the proposed right-of-way configuration. 2. A development application for a Final Development Plan shall be submitted within one (1) year of the date of approval of a Conceptual Development Plan. Failure to file such an application within this time period shall render null and void the approval of the Conceptual Development Plan. The Historic Preservation Commission may, at its sole discretion and for good cause shown, grant a one-time extension of the expiration date for a Conceptual Development Plan approval for up to six (6) months provided a written request for extension is received no less than thirty (30) days prior to the expiration date. This letter is included with the all other submission requirements for final review, issued this day, August 25, 2020, within the conceptual approval window. Regarding coordination with City of Aspen staff, Forum Phi has continued to work with the relevant departments to move the project forward. At this time, all comments in “Exhibit B, Referral Comments” (attached) have been addressed. Thank you for your consideration. We look forward to addressing your comments. Best regards, Kurt Peterson, Project Manager Exhibit B - Referral Comments HP Project: 110 Neale Avenue Engineering Department Comments: Hailey Guglielmo, hailey.guglielmo@cityofaspen.com Addressed with the HPC Review: 1. Adjacent to the house on Queen St there is 2 hour Park use parking. This head in parking needs to remain. Head in parking is supported instead of parallel parking because cars need the space to turn around. The applicant needs to propose a street section that allows head in parking, curb and gutter, a 5’ landscape buffer, and a 5’ sidewalk. If there is not available width to meet the standards the applicant will need to work with the Engineering Department on the street section. Resolved prior to Building Permit Submittal: 1. Engineering Standards require a detached sidewalk. Due to the existing vegetation the sidewalk on Neale Ave will be permitted to remain attached. On Queen St the sidewalk needs to be detached. 2. The condition of the sidewalk and curb and gutter adjacent to the property will be determined at building permit if it needs to be replaced. 3. All drywells need to be modified in some way to provide pretreatment to meet today’s standard. The two chamber standard drywell is an example of pretreatment. At building permit either the two chamber approach or some other pretreatment retrofit will need to be proposed. 4. The existing utilities show multiple water service lines. Maybe one to the main house and one to the ADU? As shown on the plans. At building permit all lines will need to be abandoned and just one service line will supply the building. 5. An easement will need to be put in place for the new transformer prior to building permit approval. There must be 3’ clear on the sides and back of the transformer. Zoning Department Comments: Jim Pomeroy, jim.pomeroy@cityofaspen.com Bob Narracci, bob.narracci@cityofaspen.com 1. New lightwell abutting the existing non-conforming basement not to exceed 15’ in depth. 2. Any expansion of the subgrade area must clearly be shown to conform with the maximum 15’ depth restriction. With the building permit application, detailed information will be required confirming that the proposed basement expansion area satisfies the maximum depth land use code language. 3. On the survey there is access easement across the property. This does not have square footage from the surveyor – it needs to have that. This area along with steep slopes will get reduced from gross FA. 4. Existing FA does not show the 15% deck exemption taken out of the total. Therefore, the total existing FA number is smaller than what is shown. 7 9 1 0 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE DYH WV WV WV D D D E G E G E I I O S W OSW X X X X X X D 2.0 ' 1 7 . 1 ' 21. 6 ' 4. 6 ' 10. 4 ' 1 6 . 6 ' 8.1 ' 0. 7 ' 5.3 ' 0. 7 ' 4.0 ' 1. 6 ' 27. 6 ' 1 9 . 8 ' 21. 2 ' 2 2 . 3 ' 21. 5 ' 4. 8 ' 9.2 ' 4. 6 ' 18. 4 ' 1 1 . 3 ' 8.2 ' 1. 5 ' 10. 3 ' 1 0 . 3 ' 1.6 ' 3. 7 ' 10. 5 ' 2 0 . 5 ' 14. 5 ' 2. 0 ' 7.2 ' 1 4 . 5 ' 2.0 ' 4. 2 ' 13. 1 ' 2 2 . 4 ' 13. 1 ' 7. 8 ' 9.6 ' 1 3 . 1 ' 9.6 ' 1. 5 ' 14. 5 ' 20. 3 ' 2 3 ' 10. 9 ' N 3 9 ° 1 4 ' 2 0 " E 96. 5 8 ' N 3 7 ° 2 6 ' 5 1 " E 62. 0 9 ' S 5 0 ° 2 0 ' 0 3 " E 8 4 . 4 9 ' S 3 0 ° 1 7 ' 0 0 " W 16 1 . 1 7 ' N 5 0 ° 0 7 ' 3 0 " W 1 0 7 . 6 4 ' BOULDER (TYP.) WIN D O W WEL L CONCRETE PATIO CONCRETE PATIO S T E P S STO N E W A L L ( T Y P . ) SPA UPPER LEVEL CONCRETE DECK W I N D O W W E L L BOULDER WALL (TYP.) BELOW ELEC. TRANS. TELE. PED. ELEC. METERS STORM DRAIN RIM 7901.64' INV 7898.14' BOTT 7887.75' #5 REBAR - TBM EL=7903.71' WATER SERVICE (TYP.) SIGN (TYP.) FIRE HYD. WATER VALVE (TYP.) STORM DRAIN (TYP.) CONCRETE DRIVEWAY FLAGSTONE WALK GAS METER GAS METER 0.40' STONE FASCIA (TYP.) 0.40' STONE FASCIA (TYP.) IRRIGATION CONTROL (TYP.) #4 REBAR #5 REBAR & CAP L.S. #25947 #5 REBAR & CAP L.S. #25947 F L A G S T O N E W A L K CO V E R E D FLA G S T O N E EN T R A N C E STU C C O W A L L CO N C R E T E W A L K WIN D O W WEL L BOULDER WALL (TYP.) Q U E E N S T R E E T R - O - W W I D T H V A R I E S A S P H A L T NE A L E A V E N U E R-O - W W I D T H V A R I E S ASP H A L T ASPH A L T DRIV E W A Y X X FENCE (TYP.) FENCE (TYP.) LOT 1 TIE R E T A I N I N G W A L L ACCES S E A S E M E N T P E R P L A T B K 1 3 P G 3 5 AND L I C E N S E P E R R E C . N O . 4 9 8 8 0 1 MAIL BOX MAIL BOX AD J O I N E R S H E D CON C R E T E DRIV E W A Y GRAVEL PARKING LOT 2 15,160 S.F.± 0.348 AC.± MULTI LEVEL WOOD & STONE FRAME HOUSE WITH BASEMENT 17 QUEEN STREET 110 NEALE AVENUE PARCEL 2 PLAT BK 13 PG 35 PARCEL 9 HERRON PARK PLAT BK 13 PG 35 SINGLE LEVEL WOOD & STONE FRAME ADU ELEC. OUTLET CO N C R E T E S I D E W A L K CO N C R E T E C U R B & G U T T E R FLAGSTONE WALK STONE WALL (TYP.) POWER POLE WATER FEATURE GRAVEL CONCRETE DRIVEWAY S S S S S S S S S S S S S S S S S S S S S S S S S S S S GASLINE SEWERLINE T T CO N C R E T E S I D E W A L K SIGN (TYP.) COMM. MANHOLES CONCRETE BOX INV EL=7896.20' IRRIGATION CONTROL GRAVEL PARKING PARCEL 2 PROJECT AREA 12' SEWERLINE EASEMENT PER BK 250 PG 477 & PLAT BK 13 PG 35 12' WATERLINE EASEMENT PER BK 340 PG 1 G G G G G G G G G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T T T T T T T E X - U E E X - U E EX - U E E X - U E E X - U E E X - U E E X - U E E X - U E E X - U E EX - U E EX - U E EX-UE E X - U E E X - U E T T T CT V CT V CTV CT V CT V CT V CT V CT V CT V CT V CT V C T V C T V C T V W W W W W W W W W W W W W E X - U E EX - U E EX - U E EX- U E EX-U E EX-UE EX-U E T T T G G G G WATERLINE GASLINE ELECTRIC CATV TE L E P H O N E OV E R H E A D E L E C T R I C T I E R E T A I N I N G W A L L UPP E R L E V E L W O O D D E C K BOULDER WALL (TYP.) BOULDER WALL (TYP.) IRR. CONTROL D D D F.F. 7914.6' RIDGE 7933.9' RIDGE 7936.0' CHIMNEY 7940.0' F.F. 7903.6' F.F. 7908.8' F.F. 7904.1' RIDGE 7918.4' W W W W W W W W W W W W STEEL POST T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24 T25 T26 T27 T28 T29 T30 T31 T32 T33 T34 T35 T36 T37 T38 T39 T40 T41 T42 T43 T44 T45 T46 T47 T48 T49 T50 T51 T52 T53 T54 T55 T56 T57 T58 T59 T60 T61 T62 T63 T64 T65 T66 T67 T68 T69 T70 T71 T72 T73 T74 T75T76 T77T78 STORM DRAIN RIM 7902.00' BOTT 7889.12' AREA DRAIN AREA DRAIN C.O.A. CONTROL Q-159 BEARS N77°07'51"W 1359.26' C.O.A. CONTROL #4 BEARS S32°07'00"W 387.54' 7 9 2 0 79 2 3 79 2 0 7 9 1 5 7 9 0 5 7 9 1 0 790 3 AREA SLOPE TABLE NUMBER 1 2 3 MIN. SLOPE 0.001% 20.000% 30.000% MAX. SLOPE 20.000% 30.000% + COLOR 10437.85 1975.24 2746.91 ByNO.Date Project NO.RevisionDrawn By: Checked By: Date: Computer File: P.O. Box 1746 Rifle, CO 81650 Phone (970) 625-1954 Fax (970) 579-7150 www.peaksurveyinginc.com S NW E P e a k Su r v ey i ng, Inc. Sinc e 2 0 0 7 16029B 1 OF 1 17 QUEEN, LLC CITY OF ASPEN, COLORADO IMPROVEMENT & TOPO SURVEY LOT 2, 114 NEALE/17QUEEN HISTORIC LOT SPLIT- 110 NEALE AVE. JRN JRN SEPT 27, 2018 029-IMPTOPO 1 10/19/18 UPDATE SLOPE TABLE JRN 2 10/22/18 UPDATE SLOPE TABLE JRN N E S W 0 30 60 90 120 150 180 210 240 270 300 330 P e a k S u r v e y i n g , I n c . 010 10 20 405 COL O R A D O L I CE N S E D P R O F E SSIONAL L A N D S U RVEYOR JAS O N R . N E I L 37935 10/22/18 IMPROVEMENT SURVEY STATEMENT I HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY PEAK SURVEYING, INC. FOR 17 QUEEN LLC, A COLORADO LIMITED LIABILITY COMPANY. I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, APRIL 27, 2016 AND SEPTEMBER 18, 2018, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. I FURTHER STATE THAT I HAVE EXAMINED THE TITLE COMMITMENT PREPARED BY ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN, LLC AND FIRST AMERICAN TITLE INSURANCE CO. INC. COMMITMENT NO. 16003515, DATED EFFECTIVE APRIL 20, 2016 AND FIND ALL EXCEPTIONS TO TITLE THAT AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON TO THE BEST OF MY KNOWLEDGE AND BELIEF. ERROR IN CLOSURE FOR THIS SURVEY IS LESS THAN 1:15,000. BY:___________________________________ JASON R. NEIL, P.L.S. NO. 37935 IMPROVEMENT SURVEY PLAT & TOPOGRAPHIC SURVEY LOT 2, 114 NEALE/17QUEEN HISTORIC LOT SPLIT ACCORDING TO THE PLAT RECORDED MAY 29, 1998 IN PLAT BOOK 45 AT PAGE 17 CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO PROPERTY DESCRIPTION LOT 2, 114 NEALE/17QUEEN HISTORIC LOT SPLIT, ACCORDING TO THE PLAT RECORDED MAY 29, 1998 IN PLAT BOOK 45 AT PAGE 17, CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. NOTES: 1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN, LLC AND FIRST AMERICAN TITLE INSURANCE CO. INC. COMMITMENT NO. 16003515, DATED EFFECTIVE APRIL 20, 2016. 2) THE DATE OF THIS SURVEY WAS APRIL 27, 2016 AND SEPTEMBER 18, 2018. 3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S50°20'03"E BETWEEN THE NORTHWESTERLY CORNER OF LOT 2, A #5 REBAR & CAP L.S. #25947 FOUND IN PLACE AND THE NORTHEASTERLY CORNER OF LOT 2, A #5 REBAR & CAP L.S. #25947 FOUND IN PLACE. 4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET. 5) THIS SURVEY IS BASED ON THE 114 NEALE/17QUEEN HISTORIC LOT SPLIT SUBDIVISION EXEMPTION PLAT RECORDED MAY 29, 1998 IN PLAT BOOK 45 AT PAGE 17 AND THE BOUNDARY AGREEMENT PLAT RECORDED APRIL 29, 1982 IN PLAT BOOK 13 AT PAGE 35 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE. 6) BUILDING SETBACKS ACCORDING TO THE CITY OF ASPEN LAND USE CODE FOR R-15A 26.710.060 ARE AS FOLLOWS: FRONT YARD SETBACK RESIDENTIAL DWELLING = 25' ACCESSORY AND ALL OTHER BUILDINGS = 30' SIDE YARD SETBACK = 10' REAR YARD SETBACK RESIDENTIAL DWELLING = 10' ACCESSORY AND ALL OTHER BUILDINGS = 5' BUILDING SETBACKS SHOULD BE VERIFIED WITH THE CITY OF ASPEN PLANNING DEPARTMENT PRIOR TO ANY PLANNING OR CONSTRUCTION. 7) ELEVATIONS AS SHOWN ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADO RTVRN GPS NETWORK (1988 ORTHO DATUM) YIELDING AN ONSITE ELEVATION OF 7903.71' ON THE SOUTHEASTERLY CORNER OF LOT 2. CONTOUR INTERVAL EQUALS 1 FOOT. 8) ACCORDING TO FEMA PANEL NO. 08097C0204C, DATED JUNE 04, 1987 THE SUBJECT PROPERTY IN NOT WITHIN THE 100 YEAR FLOODPLAIN. NO R T H VICINITY MAP SCALE: 1" = 2000' SUBJECT PROPERTY 25'-0" FRONT YARD SETBACK 10'-0" SIDE YARD SETBACK 10' REAR YARD SETBACK 1 0 ' - 0 " S I D E Y A R D S E T B A C K 3'-0" TYP T.O. WALL 102'-3" EXISTING PAVED DRIVEWAY AND PARKING AREA TO BE RECONFIGURED EXISTING PATIO AND RETAINING WALLS TO BE REMOVED EXISTING PATIO TO BE REMOVED AND ENCLOSED EXISTING FRONT PORCH TO BE REMOVED AND REPLACED, TREES TO BE REMOVED EXISTING ROOF DECK EXISTING ROOF DECK EXISTING FLAGSTONE WALK TO BE REFINISHED ACCESS EASEMENT TO ADJACENT PARCEL TERRACED PLANTING WALLS TO BE REVISED BY LANDSCAPE ZONE OF HEAVY PLANTING, UNDERSTORY TO BE REVISED, TREES TO REMAIN ZONE OF HEAVY PLANTING, UNDERSTORY TO BE REVISED, TREES TO REMAIN EXISTING SIDEWALK ENDS AT CORNER OF NEALE AVE AND QUEEN ST SHED ON ADJACENT PROPERTY EXISTING FENCE TO REMAIN EDGE OF PAVED DRIVEWAY SERVING ADJACENT PARCEL EXISTING DRYWELL TO REMAIN EXISTING DRYWELL TO REMAIN EXISTING DRYWELL TO REMAINEXISTING DRYWELLS TO REMAIN TREES IN ZONE TO BE REMOVED DUE TO ENGINEERING REQUIREMENTS. TREES TO REMAIN WHERE POSSIBLE. EXISTING SIDEWALK ENDS AT CORNER OF NEALE AVE AND QUEEN ST 7901' 7902' 7903' 7 9 0 4 '7 9 0 5 '7 9 0 6 '7 9 0 7 '7 9 0 8' 7 9 0 9 ' 7 9 1 0 ' 7 9 1 1 ' 7 9 1 2 ' 7 9 1 3 '7 9 1 4 '7 9 1 5 ' 7 9 1 7 ' 7 9 1 8 ' 7 9 1 9 ' 7920' 7 9 2 2 ' 7 9 2 3 ' 7 9 2 4 ' 7 9 1 6 ' 7 9 2 1 ' PROPERTY LINE SIDE YARD SETBACK NEALE AVENUE S I D E Y A R D S E T B A C K REAR YARD SETBACK FRONT YARD SETBACK PROPERTY LINE PROPERTY LINE P R O P E R T Y L I N E 7903' 7904' 7905' 7906' 7907' 7908' 7909' 7910' 7921' 7911' 7 9 1 2 ' 7 9 1 3 ' QUEEN STREET EXISTING STREET PARKING TO REMAIN TO BE COORDINATED WITH COA ENGINEERING EXISTING SIDEWALK TO REMAIN TO BE COORDINATED WITH COA ENGINEERING STEP EXISTING STREET PARKING TO REMAIN TO BE COORDINATED WITH COA ENGINEERING EXISTING ADU TO BE REPLACED BY NEW GARAGE SOME WALLS TO REMAIN EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE SITE PLAN LEGEND EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGEND N SCALE: 1:901EXISTING SITE PLAN AT MAIN LEVEL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-001X EXISTING SITE PLAN AT MAIN LEVEL 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 1 0 ' - 0 " S I D E Y A R D S E T B A C K 10'-0" SIDE YARD SETBACK 10' REAR YARD SETBACK 25'-0" FRONT YARD SETBACK T.O. RIDGE (VIF) 122'-23/4" T.O. RIDGE (VIF) 119'-93/4" T.O. RIDGE (VIF) 118'-01/2" EXISTING FLAGSTONE WALK TO BE REFINISHED ACCESS EASEMENT TO ADJACENT PARCEL TERRACED PLANTING WALLS TO BE REVISED BY LANDSCAPE ZONE OF HEAVY PLANTING, UNDERSTORY TO BE REVISED, TREES TO REMAIN EXISTING FENCE AT 114 NEALE AVE EDGE OF PAVED DRIVEWAY SERVING ADJACENT PARCEL EXISTING PAVED DRIVEWAY AND PARKING AREA TO BE RECONFIGURED EXISTING PATIO TO BE REMOVED AND ENCLOSED EXISTING FRONT PORCH TO BE REMOVED AND REPLACED EXISTING ROOF DECK EXISTING ROOF DECK TREES IN ZONE TO BE REMOVED DUE TO ENGINEERING REQUIREMENTS. TREES TO REMAIN WHERE POSSIBLE. SHED ON ADJACENT PROPERTY EXISTING PATIO AND RETAINING WALLS TO BE REMOVED EXISTING DRYWELL TO REMAIN EXISTING DRYWELL TO REMAIN EXISTING DRYWELL TO REMAINEXISTING DRYWELLS TO REMAIN ZONE OF HEAVY PLANTING, UNDERSTORY TO BE REVISED, TREES TO REMAIN ZONE OF HEAVY PLANTING, UNDERSTORY TO BE REVISED, TREES TO REMAIN EXISTING SIDEWALK ENDS AT CORNER OF NEALE AVE AND QUEEN ST PROPERTY LINE SIDE YARD SETBACK NEALE AVENUE S I D E Y A R D S E T B A C K REAR YARD SETBACK FRONT YARD SETBACK PROPERTY LINE PROPERTY LINE P R O P E R T Y L I N E QUEEN STREET 7901' 7902' 7903' 7 9 0 4 '7 9 0 5 '7 9 0 6 '7 9 0 7 '7 9 0 8' 7 9 0 9 ' 7 9 1 0 ' 7 9 1 1 ' 7 9 1 2 ' 7 9 1 3 '7 9 1 4 '7 9 1 5 ' 7 9 1 7 ' 7 9 1 8 ' 7 9 1 9 ' 7920' 7 9 2 2 ' 7 9 2 3 ' 7 9 2 4 ' 7 9 1 6 ' 7904' 7 9 2 1 ' 7903' 7904' 7905' 7906' 7907' 7908' 7909' 7910' 7921' 7911' 7 9 1 2 ' 7 9 1 3 ' EXISTING STREET PARKING TO REMAIN TO BE COORDINATED WITH COA ENGINEERING EXISTING SIDEWALK TO REMAIN TO BE COORDINATED WITH COA ENGINEERING EXISTING STREET PARKING TO REMAIN TO BE COORDINATED WITH COA ENGINEERING T.O. RIDGE (VIF) 118'-51/2" T.O. STONE CAP (VIF) 123'-1" T.O. STONE CAP (VIF) 125'-5" T.O. RIDGE (VIF) 119'-93/4" EXISTING ADU TO BE REPLACED BY NEW GARAGE SOME WALLS TO REMAIN EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE SITE PLAN LEGEND EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGEND PROPOSED STANDING SEAM ROOF EXISTING STRUCTURE TO BE REFINISHED WITH SINGLE PLY SELF ADHERING WATERPROOF MEMBRANE EXISTING SHAKE ROOF TO BE REFINISHED EXISTING STRUCTURE TO BE REFINISHED WITH STANDING SEAM METAL ROOF MATERIAL LEGEND PROPOSED SINGLE PLY SELF ADHERING WATERPROOF MEMBRANE N SCALE: 1:901EXISTING SITE PLAN AT ROOF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-002X EXISTING SITE PLAN AT ROOF 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE SITE PLAN LEGEND EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGEND 25'-0" FRONT YARD SETBACK 10' REAR YARD SETBACK 1 0 ' - 0 " S I D E Y A R D S E T B A C K 10'-0" SIDE YARD SETBACK 3'-0" TYP T.O. ENTRY PORCH 94'-33/4" T.O. DECK 100'-3" T.O. WALL 102'-11" T.O. DECK 100'-3" T.O. PATIO 99'-9" T.O. PATIO 100'-3" T.O. WALL 102'-3" 101'-3" T.O. WALL 102'-3" T.O. WALL 95'-81/2" T.O. WALL 95'-81/2" T.O. WALL 100'-9" T.O. DECK 100'-3" T.O. WALL 91'-9" T.O. WALL 92'-9" EXISTING FLAGSTONE WALK TO BE REFINISHED ACCESS EASEMENT TO ADJACENT PARCEL SHED ON ADJACENT PROPERTY ZONE OF HEAVY PLANTING, UNDERSTORY TO BE REVISED, TREES TO REMAIN ZONE OF HEAVY PLANTING, UNDERSTORY TO BE REVISED, TREES TO REMAIN LANDSCAPE STEPS REF: LANDSCAPE ARCH EXISTING FENCE TO REMAIN 4343 43 43 EDGE OF PAVED DRIVEWAY SERVING ADJACENT PARCEL 32 4343 4343 32 STONE WALL REF: LANDSCAPE STONE WALL REF: LANDSCAPE PROPOSED TRANSFORMER AND 3' EASEMENT EXISTING DRYWELL TO REMAIN EXISTING DRYWELL TO REMAIN EXISTING DRYWELL TO REMAINEXISTING DRYWELLS TO REMAIN 4343 EXISTING SIDEWALK ENDS AT CORNER OF NEALE AVE AND QUEEN ST 7901' 7902' 7903' 7 9 0 4 '7 9 0 5 '7 9 0 6 '7 9 0 7 '7 9 0 8' 7 9 0 9 ' 7 9 1 0 ' 7 9 1 1 ' 7 9 1 2 ' 7 9 1 3 '7 9 1 4 '7 9 1 5 ' 7 9 1 7 ' 7 9 1 8 ' 7 9 1 9 ' 7920' 7 9 2 2 ' 7 9 2 3 ' 7 9 2 4 ' 7 9 1 6 ' 7 9 2 1 ' PROPERTY LINE SIDE YARD SETBACK NEALE AVENUE S I D E Y A R D S E T B A C K REAR YARD SETBACK FRONT YARD SETBACK PROPERTY LINE PROPERTY LINE P R O P E R T Y L I N E 7903' 7904' 7905' 7906' 7907' 7908' 7909' 7910' 7921' 7911' 7 9 1 2 ' 7 9 1 3 ' 110 NEALE AVENUE ASPEN, CO 81611 PARCEL ID: 273707383002 PROJECT 100' = 7914.35' PROPOSED MASTER BEDROOM PATIO PROPOSED ROOF DECK UNDER TRELLIS RECONFIGURED DRIVEWAY AND PARKING AREA PROPOSED ROOF DECK 110 NEALE AVENUE ASPEN, CO 81611 PARCEL ID: 273707383002 PROJECT 100' = 7914.35' QUEEN STREET PROPOSED STONE PATIO AT GRADE REF: LANDSCAPE 7901' 7902' 7903' 7 9 0 4 '7 9 0 5 '7 9 0 6 '7 9 0 7 '7 9 0 8' 7 9 0 9 ' 7 9 1 0 ' 7 9 1 1 ' 7 9 1 2 ' 7 9 1 3 '7 9 1 4 '7 9 1 5 ' 7 9 1 7 ' 7 9 1 8 ' 7 9 1 9 ' 7920' 7 9 2 2 ' 7 9 2 3 ' 7 9 2 4 ' 7 9 1 6 ' 7 9 2 1 ' 7903' 7904' 7905' 7906' 7907' 7908' 7909' 7910' 7921' 7911' 7 9 1 2 ' 7 9 1 3 ' PROPOSED SPA PROPOSED PLANTER PROPOSED PLANTER EXISTING SIDEWALK TO REMAIN TO BE COORDINATED WITH COA ENGINEERING EXISTING STREET PARKING TO REMAIN TO BE COORDINATED WITH COA ENGINEERING STEP PROPOSED ENTRY PORCH PROPOSED PLANTER DN UP STEP UP T.O. WALL 103'-11" T.O. WALL 103'-11" LINE OF SHADE STRUCTURE ABOVE EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE SITE PLAN LEGEND EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGEND N SCALE: 1:901PROPOSED SITE PLAN AT MAIN LEVEL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-001 PROPOSED SITE PLAN AT MAIN LEVEL 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 10' REAR YARD SETBACK 1 0 ' - 0 " S I D E Y A R D S E T B A C K 10'-0" SIDE YARD SETBACK 25'-0" FRONT YARD SETBACK 3'-0" TYP T.O. RIDGE 121'-93/4" T.O. RIDGE 119'-55/8" T.O. RIDGE 118'-51/2" T.O. RIDGE (VIF) 118'-01/2" T.O. PORCH ROOF AT EDGE 101'-101/2" T.O. AUTOCOURT PORCH ROOF AT EDGE 98'-81/4" T.O. RIDGE 116'-61/8" EXISTING FLAGSTONE WALK TO BE REFINISHED ACCESS EASEMENT TO ADJACENT PARCEL PROPOSED TRANSFORMER AND 3' EASEMENT ZONE OF HEAVY PLANTING, UNDERSTORY TO BE REVISED, TREES TO REMAIN EXISTING FENCE AT 114 NEALE AVE EDGE OF PAVED DRIVEWAY SERVING ADJACENT PARCEL EXISTING DRYWELL TO REMAIN EXISTING DRYWELL TO REMAIN EXISTING DRYWELL TO REMAINEXISTING DRYWELLS TO REMAIN ZONE OF HEAVY PLANTING, UNDERSTORY TO BE REVISED, TREES TO REMAIN ZONE OF HEAVY PLANTING, UNDERSTORY TO BE REVISED, TREES TO REMAIN STONE WALL REF: LANDSCAPE STONE WALL REF: LANDSCAPE SHED ON ADJACENT PROPERTY LANDSCAPE STEPS REF: LANDSCAPE ARCH EXISTING SIDEWALK ENDS AT CORNER OF NEALE AVE AND QUEEN ST PROPERTY LINE SIDE YARD SETBACK NEALE AVENUE S I D E Y A R D S E T B A C K REAR YARD SETBACK FRONT YARD SETBACK PROPERTY LINE PROPERTY LINE P R O P E R T Y L I N E PROPOSED MASTER BEDROOM PATIO PROPOSED ROOF DECK UNDER PERGOLA RECONFIGURED DRIVEWAY AND PARKING AREA PROPOSED ROOF DECK QUEEN STREET 7904' PROPOSED STONE PATIO AT GRADE REF: LANDSCAPE 7901' 7902' 7903' 7 9 0 4 '7 9 0 5 '7 9 0 6 '7 9 0 7 '7 9 0 8' 7 9 0 9 ' 7 9 1 0 ' 7 9 1 1 ' 7 9 1 2 ' 7 9 1 3 '7 9 1 4 '7 9 1 5 ' 7 9 1 7 ' 7 9 1 8 ' 7 9 1 9 ' 7920' 7 9 2 2 ' 7 9 2 3 ' 7 9 2 4 ' 7 9 1 6 ' 7 9 2 1 ' 7903' 7904' 7905' 7906' 7907' 7908' 7909' 7910' 7921' 7911' 7 9 1 2 ' 7 9 1 3 ' PROPOSED SPA PROPOSED PLANTER EXISTING SIDEWALK TO REMAIN TO BE COORDINATED WITH COA ENGINEERING EXISTING STREET PARKING TO REMAIN TO BE COORDINATED WITH COA ENGINEERING PROPOSED PLANTER T.O. RIDGE 119'-43/4" T.O. RIDGE 118'-01/2" LINE OF PERGOLA PROPOSED PATIO PROPOSED FRONT PORCH ROOF 110 NEALE AVENUE ASPEN, CO 81611 PARCEL ID: 273707383002 PROJECT 100' = 7914.35' T.O. STONE CAP 113'-11/4" T.O. STONE CAP (VIF) 123'-1" T.O. STONE CAP (VIF) 125'-5" PROPOSED PLANTER EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE SITE PLAN LEGEND EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGEND PROPOSED STANDING SEAM ROOF EXISTING STRUCTURE TO BE REFINISHED WITH SINGLE PLY SELF ADHERING WATERPROOF MEMBRANE EXISTING SHAKE ROOF TO BE REFINISHED EXISTING STRUCTURE TO BE REFINISHED WITH STANDING SEAM METAL ROOF MATERIAL LEGEND PROPOSED SINGLE PLY SELF ADHERING WATERPROOF MEMBRANE N SCALE: 1:901PROPOSED SITE PLAN AT ROOF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-002 PROPOSED SITE PLAN AT ROOF 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-006 BASEMENT WALL DEMOLITION CALCULATIONS 8/25/20 KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC FOR UMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DRAWING ISSUANCE INDEX ID NAME ISSUED DATE NOT FOR CONSTRUCTION PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 192.00 sq ft 66.50 sq ft 126.00 sq ft 123.75 sq ft 21.75 sq ft 154.75 sq ft 189.75 sq ft 38.50 sq ft 164.50 sq ft 15.75 sq ft 118.50 sq ft 209.00 sq ft 205.75 sq ft 211.50 sq ft 219.75 sq ft 77.75 sq ft 52.00 sq ft 16.50 sq ft 51.00 sq ft 25.75 sq ft 25.75 sq ft 6.25 sq ft 15.00 sq ft 15.00 sq ft 15.00 sq ft 15.00 sq ft 15.00 sq ft 15.00 sq ft 62.50 sq ft 19.75 sq ft 7.00 sq ft 7.75 sq ft 8.25 sq ft 8.25 sq ft 8.25 sq ft 8.75 sq ft 25.75 sq ft 16.75 sq ft 13.75 sq ft 13.75 sq ft 33.50 sq ft 28.00 sq ft 29.25 sq ft 35.25 sq ft 22.25 sq ft 22.25 sq ft 22.25 sq ft 7.75 sq ft 72.75 sq ft 72.75 sq ft 22.50 sq ft 22.50 sq ft 22.50 sq ft 22.50 sq ft 15.25 sq ft 15.25 sq ft 28.75 sq ft 14.25 sq ft 29.50 sq ft 13.75 sq ft 7.50 sq ft 9.00 sq ft 23.50 sq ft 20.75 sq ft 26.25 sq ft 16.25 sq ft16.25 sq ft 26.25 sq ft 72.50 sq ft 22.25 sq ft 43.25 sq ft 61.00 sq ft 29.50 sq ft 120.00 sq ft170.00 sq ft 388.50 sq ft 197.75 sq ft 114.25 sq ft 183.00 sq ft 16.25 sq ft 87.25 sq ft 12.25 sq ft 31.25 sq ft 12.00 sq ft 150.75 sq ft 182.00 sq ft 83.50 sq ft 180.00 sq ft 130.50 sq ft 118.75 sq ft 64.25 sq ft 162.75 sq ft 152.50 sq ft 18.25 sq ft 96.75 sq ft 12.75 sq ft 29.75 sq ft 93.75 sq ft 89.00 sq ft 106.75 sq ft 59.75 sq ft 81.25 sq ft 101.00 sq ft 8.00 sq ft 64.00 sq ft 38.25 sq ft 59.75 sq ft 22.75 sq ft 145.25 sq ft W1 W2 W3 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W4 W5 W6 W7 W8 W9 W10 W32 W34 W35 W36 W37 W39W38W33 W40 AW1 AW2 AW3 AW4 AW5 AW6 AW7 AW8 205.75 sq ft 24.00 sq ft 6.50 sq ft 9.00 sq ft 48.75 sq ft 9.00 sq ft 7.75 sq ft 76.75 sq ft 26.25 sq ft 26.25 sq ft 9.25 sq ft 25.50 sq ft 13.50 sq ft 22.25 sq ft 15.50 sq ft15.50 sq ft 10.50 sq ft 9.00 sq ft 207.75 sq ft EXISTING TO REMAIN TO BE DEMOLISHED AREA REDUCED FOR FENSTRATION DEMO CALC FILL LEGEND EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND 9 9 4 4 6 6 7 7 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof 110 Neale Ave 110 Neale Ave Demolition Demolition Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft)Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft) AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00 AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25 AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50 AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00 AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00 AW6 8.00 0.00 8.00 AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00 AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00 R3 54.50 0.00 0.00 W1 388.50 91.50 157.50 R4 79.50 0.00 0.00 W2 197.75 0.00 51.50 R5 176.25 0.00 0.00 W3 114.25 19.75 38.25 R6 178.00 0.00 4.25 W4 18.25 0.00 18.25 R7 220.25 0.00 0.00 W5 123.75 45.00 21.75 R8 42.25 0.00 0.00 W6 96.75 45.00 51.75 R9 306.00 0.00 147.75 W7 12.75 0.00 12.75 R10 42.25 0.00 0.00 W8 29.75 0.00 29.75 R11 71.75 0.00 71.75 W9 93.75 62.50 31.25 R12 88.00 0.00 0.00 W10 237.25 6.50 22.25 R13 61.00 0.00 61.00 W11 214.50 19.75 0.00 R14 61.75 0.00 61.75 W12 47.25 0.00 0.00 R15 18.50 0.00 18.50 W13 59.75 7.00 0.00 R16 139.00 0.00 39.75 W14 87.25 7.75 0.00 R17 19.50 0.00 19.50 W15 12.25 0.00 0.00 R18 44.50 0.00 44.50 W16 31.25 0.00 0.00 R19 554.50 0.00 219.50 W17 12.00 0.00 0.00 R20 18.25 0.00 18.25 W18 164.25 24.75 0.00 R21 630.00 0.00 160.00 W19 205.75 66.75 22.25 R22 68.00 0.00 68.00 W20 89.00 0.00 0.00 R23 289.00 0.00 0.00 W21 106.75 34.50 0.00 R24 18.25 0.00 18.25 W22 150.75 16.75 0.00 R25 590.00 0.00 105.50 W23 182.00 27.50 0.00 R26 225.00 0.00 0.00 W24 83.50 33.50 0.00 R27 214.50 0.00 0.00 W25 180.00 170.00 0.00 R28 98.00 0.00 0.00 W26 130.50 120.00 0.00 R29 101.25 0.00 0.00 W27 178.50 0.00 0.00 R30 29.75 0.00 0.00 W28 87.00 0.00 0.00 R31 23.50 0.00 0.00 W29 145.25 66.75 61.00 R32 23.50 0.00 0.00 W30 207.75 107.50 63.25 R33 58.25 0.00 0.00 W31 162.75 90.00 0.00 R34 76.50 0.00 48.75 W32 152.50 14.25 44.25 R35 78.00 0.00 78.00 W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25 W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00 W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75 W36 205.75 15.50 190.25 W37 211.50 145.50 66.00 W38 219.75 59.25 160.50 W39 52.00 29.50 22.50 W40 77.75 9.25 43.25 Wall Surface Area Total (Sq Ft)5,872.00 Area Reduced for Fenestration (Sq Ft)1511.25 Wall Surface Area to be Removed (Sq Ft)1,358.75 Demolition Totals Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00 Surface Area to be Removed (Sq Ft)3,269.50 Total 32.83% Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof 110 Neale Ave 110 Neale Ave Demolition Demolition Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft)Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft) AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00 AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25 AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50 AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00 AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00 AW6 8.00 0.00 8.00 AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00 AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00 R3 54.50 0.00 0.00 W1 388.50 91.50 157.50 R4 79.50 0.00 0.00 W2 197.75 0.00 51.50 R5 176.25 0.00 0.00 W3 114.25 19.75 38.25 R6 178.00 0.00 4.25 W4 18.25 0.00 18.25 R7 220.25 0.00 0.00 W5 123.75 45.00 21.75 R8 42.25 0.00 0.00 W6 96.75 45.00 51.75 R9 306.00 0.00 147.75 W7 12.75 0.00 12.75 R10 42.25 0.00 0.00 W8 29.75 0.00 29.75 R11 71.75 0.00 71.75 W9 93.75 62.50 31.25 R12 88.00 0.00 0.00 W10 237.25 6.50 22.25 R13 61.00 0.00 61.00 W11 214.50 19.75 0.00 R14 61.75 0.00 61.75 W12 47.25 0.00 0.00 R15 18.50 0.00 18.50 W13 59.75 7.00 0.00 R16 139.00 0.00 39.75 W14 87.25 7.75 0.00 R17 19.50 0.00 19.50 W15 12.25 0.00 0.00 R18 44.50 0.00 44.50 W16 31.25 0.00 0.00 R19 554.50 0.00 219.50 W17 12.00 0.00 0.00 R20 18.25 0.00 18.25 W18 164.25 24.75 0.00 R21 630.00 0.00 160.00 W19 205.75 66.75 22.25 R22 68.00 0.00 68.00 W20 89.00 0.00 0.00 R23 289.00 0.00 0.00 W21 106.75 34.50 0.00 R24 18.25 0.00 18.25 W22 150.75 16.75 0.00 R25 590.00 0.00 105.50 W23 182.00 27.50 0.00 R26 225.00 0.00 0.00 W24 83.50 33.50 0.00 R27 214.50 0.00 0.00 W25 180.00 170.00 0.00 R28 98.00 0.00 0.00 W26 130.50 120.00 0.00 R29 101.25 0.00 0.00 W27 178.50 0.00 0.00 R30 29.75 0.00 0.00 W28 87.00 0.00 0.00 R31 23.50 0.00 0.00 W29 145.25 66.75 61.00 R32 23.50 0.00 0.00 W30 207.75 107.50 63.25 R33 58.25 0.00 0.00 W31 162.75 90.00 0.00 R34 76.50 0.00 48.75 W32 152.50 14.25 44.25 R35 78.00 0.00 78.00 W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25 W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00 W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75 W36 205.75 15.50 190.25 W37 211.50 145.50 66.00 W38 219.75 59.25 160.50 W39 52.00 29.50 22.50 W40 77.75 9.25 43.25 Wall Surface Area Total (Sq Ft)5,872.00 Area Reduced for Fenestration (Sq Ft)1511.25 Wall Surface Area to be Removed (Sq Ft)1,358.75 Demolition Totals Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00 Surface Area to be Removed (Sq Ft)3,269.50 Total 32.83% 0 4'8'16'SCALE: 1/8" = 1'-0"2 WALL DEMO AREA 0 4'8'16'SCALE: 1/8" = 1'-0"1 BASEMENT LEVEL DEMO PLAN NO COUNTABLE WALL DEMO AREA AT BASEMENT LEVEL COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-007 GARAGE (MIDDLE) LEVEL WALL DEMOLITION CALCULATIONS 8/25/20 KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC FOR UMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DRAWING ISSUANCE INDEX ID NAME ISSUED DATE NOT FOR CONSTRUCTION PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 192.00 sq ft 66.50 sq ft 126.00 sq ft 123.75 sq ft 21.75 sq ft 154.75 sq ft 189.75 sq ft 38.50 sq ft 164.50 sq ft 15.75 sq ft 118.50 sq ft 209.00 sq ft 205.75 sq ft 211.50 sq ft 219.75 sq ft 77.75 sq ft 52.00 sq ft 16.50 sq ft 51.00 sq ft 25.75 sq ft 25.75 sq ft 6.25 sq ft 15.00 sq ft 15.00 sq ft 15.00 sq ft 15.00 sq ft 15.00 sq ft 15.00 sq ft 62.50 sq ft 19.75 sq ft 7.00 sq ft 7.75 sq ft 8.25 sq ft 8.25 sq ft 8.25 sq ft 8.75 sq ft 25.75 sq ft 16.75 sq ft 13.75 sq ft 13.75 sq ft 33.50 sq ft 28.00 sq ft 29.25 sq ft 35.25 sq ft 22.25 sq ft 22.25 sq ft 22.25 sq ft 7.75 sq ft 72.75 sq ft 72.75 sq ft 22.50 sq ft 22.50 sq ft 22.50 sq ft 22.50 sq ft 15.25 sq ft 15.25 sq ft 28.75 sq ft 14.25 sq ft 29.50 sq ft 13.75 sq ft 7.50 sq ft 9.00 sq ft 23.50 sq ft 20.75 sq ft 26.25 sq ft 16.25 sq ft16.25 sq ft 26.25 sq ft 72.50 sq ft 22.25 sq ft 43.25 sq ft 61.00 sq ft 29.50 sq ft 120.00 sq ft170.00 sq ft 388.50 sq ft 197.75 sq ft 114.25 sq ft 183.00 sq ft 16.25 sq ft 87.25 sq ft 12.25 sq ft 31.25 sq ft 12.00 sq ft 150.75 sq ft 182.00 sq ft 83.50 sq ft 180.00 sq ft 130.50 sq ft 118.75 sq ft 64.25 sq ft 162.75 sq ft 152.50 sq ft 18.25 sq ft 96.75 sq ft 12.75 sq ft 29.75 sq ft 93.75 sq ft 89.00 sq ft 106.75 sq ft 59.75 sq ft 81.25 sq ft 101.00 sq ft 8.00 sq ft 64.00 sq ft 38.25 sq ft 59.75 sq ft 22.75 sq ft 145.25 sq ft W1 W2 W3 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W4 W5 W6 W7 W8 W9 W10 W32 W34 W35 W36 W37 W39W38W33 W40 AW1 AW2 AW3 AW4 AW5 AW6 AW7 AW8 205.75 sq ft 24.00 sq ft 6.50 sq ft 9.00 sq ft 48.75 sq ft 9.00 sq ft 7.75 sq ft 76.75 sq ft 26.25 sq ft 26.25 sq ft 9.25 sq ft 25.50 sq ft 13.50 sq ft 22.25 sq ft 15.50 sq ft15.50 sq ft 10.50 sq ft 9.00 sq ft 207.75 sq ft EXISTING TO REMAIN TO BE DEMOLISHED AREA REDUCED FOR FENSTRATION DEMO CALC FILL LEGEND EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND W1 W2 W3 AW2 W40 W39 W38 W37 W36 W34 AW4 AW3 AW1 AW8 AW5 AW6 AW7 9 9 4 4 6 6 7 7 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof 110 Neale Ave 110 Neale Ave Demolition Demolition Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft)Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft) AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00 AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25 AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50 AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00 AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00 AW6 8.00 0.00 8.00 AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00 AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00 R3 54.50 0.00 0.00 W1 388.50 91.50 157.50 R4 79.50 0.00 0.00 W2 197.75 0.00 51.50 R5 176.25 0.00 0.00 W3 114.25 19.75 38.25 R6 178.00 0.00 4.25 W4 18.25 0.00 18.25 R7 220.25 0.00 0.00 W5 123.75 45.00 21.75 R8 42.25 0.00 0.00 W6 96.75 45.00 51.75 R9 306.00 0.00 147.75 W7 12.75 0.00 12.75 R10 42.25 0.00 0.00 W8 29.75 0.00 29.75 R11 71.75 0.00 71.75 W9 93.75 62.50 31.25 R12 88.00 0.00 0.00 W10 237.25 6.50 22.25 R13 61.00 0.00 61.00 W11 214.50 19.75 0.00 R14 61.75 0.00 61.75 W12 47.25 0.00 0.00 R15 18.50 0.00 18.50 W13 59.75 7.00 0.00 R16 139.00 0.00 39.75 W14 87.25 7.75 0.00 R17 19.50 0.00 19.50 W15 12.25 0.00 0.00 R18 44.50 0.00 44.50 W16 31.25 0.00 0.00 R19 554.50 0.00 219.50 W17 12.00 0.00 0.00 R20 18.25 0.00 18.25 W18 164.25 24.75 0.00 R21 630.00 0.00 160.00 W19 205.75 66.75 22.25 R22 68.00 0.00 68.00 W20 89.00 0.00 0.00 R23 289.00 0.00 0.00 W21 106.75 34.50 0.00 R24 18.25 0.00 18.25 W22 150.75 16.75 0.00 R25 590.00 0.00 105.50 W23 182.00 27.50 0.00 R26 225.00 0.00 0.00 W24 83.50 33.50 0.00 R27 214.50 0.00 0.00 W25 180.00 170.00 0.00 R28 98.00 0.00 0.00 W26 130.50 120.00 0.00 R29 101.25 0.00 0.00 W27 178.50 0.00 0.00 R30 29.75 0.00 0.00 W28 87.00 0.00 0.00 R31 23.50 0.00 0.00 W29 145.25 66.75 61.00 R32 23.50 0.00 0.00 W30 207.75 107.50 63.25 R33 58.25 0.00 0.00 W31 162.75 90.00 0.00 R34 76.50 0.00 48.75 W32 152.50 14.25 44.25 R35 78.00 0.00 78.00 W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25 W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00 W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75 W36 205.75 15.50 190.25 W37 211.50 145.50 66.00 W38 219.75 59.25 160.50 W39 52.00 29.50 22.50 W40 77.75 9.25 43.25 Wall Surface Area Total (Sq Ft)5,872.00 Area Reduced for Fenestration (Sq Ft)1511.25 Wall Surface Area to be Removed (Sq Ft)1,358.75 Demolition Totals Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00 Surface Area to be Removed (Sq Ft)3,269.50 Total 32.83% Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof 110 Neale Ave 110 Neale Ave Demolition Demolition Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft)Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft) AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00 AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25 AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50 AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00 AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00 AW6 8.00 0.00 8.00 AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00 AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00 R3 54.50 0.00 0.00 W1 388.50 91.50 157.50 R4 79.50 0.00 0.00 W2 197.75 0.00 51.50 R5 176.25 0.00 0.00 W3 114.25 19.75 38.25 R6 178.00 0.00 4.25 W4 18.25 0.00 18.25 R7 220.25 0.00 0.00 W5 123.75 45.00 21.75 R8 42.25 0.00 0.00 W6 96.75 45.00 51.75 R9 306.00 0.00 147.75 W7 12.75 0.00 12.75 R10 42.25 0.00 0.00 W8 29.75 0.00 29.75 R11 71.75 0.00 71.75 W9 93.75 62.50 31.25 R12 88.00 0.00 0.00 W10 237.25 6.50 22.25 R13 61.00 0.00 61.00 W11 214.50 19.75 0.00 R14 61.75 0.00 61.75 W12 47.25 0.00 0.00 R15 18.50 0.00 18.50 W13 59.75 7.00 0.00 R16 139.00 0.00 39.75 W14 87.25 7.75 0.00 R17 19.50 0.00 19.50 W15 12.25 0.00 0.00 R18 44.50 0.00 44.50 W16 31.25 0.00 0.00 R19 554.50 0.00 219.50 W17 12.00 0.00 0.00 R20 18.25 0.00 18.25 W18 164.25 24.75 0.00 R21 630.00 0.00 160.00 W19 205.75 66.75 22.25 R22 68.00 0.00 68.00 W20 89.00 0.00 0.00 R23 289.00 0.00 0.00 W21 106.75 34.50 0.00 R24 18.25 0.00 18.25 W22 150.75 16.75 0.00 R25 590.00 0.00 105.50 W23 182.00 27.50 0.00 R26 225.00 0.00 0.00 W24 83.50 33.50 0.00 R27 214.50 0.00 0.00 W25 180.00 170.00 0.00 R28 98.00 0.00 0.00 W26 130.50 120.00 0.00 R29 101.25 0.00 0.00 W27 178.50 0.00 0.00 R30 29.75 0.00 0.00 W28 87.00 0.00 0.00 R31 23.50 0.00 0.00 W29 145.25 66.75 61.00 R32 23.50 0.00 0.00 W30 207.75 107.50 63.25 R33 58.25 0.00 0.00 W31 162.75 90.00 0.00 R34 76.50 0.00 48.75 W32 152.50 14.25 44.25 R35 78.00 0.00 78.00 W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25 W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00 W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75 W36 205.75 15.50 190.25 W37 211.50 145.50 66.00 W38 219.75 59.25 160.50 W39 52.00 29.50 22.50 W40 77.75 9.25 43.25 Wall Surface Area Total (Sq Ft)5,872.00 Area Reduced for Fenestration (Sq Ft)1511.25 Wall Surface Area to be Removed (Sq Ft)1,358.75 Demolition Totals Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00 Surface Area to be Removed (Sq Ft)3,269.50 Total 32.83% 0 4'8'16'SCALE: 1/8" = 1'-0"2 WALL DEMO AREA 0 4'8'16'SCALE: 1/8" = 1'-0"1 GARAGE (MIDDLE) LEVEL DEMO PLAN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-008 MAIN LEVEL WALL DEMOLITION CALCULATIONS 8/25/20 KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC FOR UMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DRAWING ISSUANCE INDEX ID NAME ISSUED DATE NOT FOR CONSTRUCTION PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 192.00 sq ft 66.50 sq ft 126.00 sq ft 123.75 sq ft 21.75 sq ft 154.75 sq ft 189.75 sq ft 38.50 sq ft 164.50 sq ft 15.75 sq ft 118.50 sq ft 209.00 sq ft 205.75 sq ft 211.50 sq ft 219.75 sq ft 77.75 sq ft 52.00 sq ft 16.50 sq ft 51.00 sq ft 25.75 sq ft 25.75 sq ft 6.25 sq ft 15.00 sq ft 15.00 sq ft 15.00 sq ft 15.00 sq ft 15.00 sq ft 15.00 sq ft 62.50 sq ft 19.75 sq ft 7.00 sq ft 7.75 sq ft 8.25 sq ft 8.25 sq ft 8.25 sq ft 8.75 sq ft 25.75 sq ft 16.75 sq ft 13.75 sq ft 13.75 sq ft 33.50 sq ft 28.00 sq ft 29.25 sq ft 35.25 sq ft 22.25 sq ft 22.25 sq ft 22.25 sq ft 7.75 sq ft 72.75 sq ft 72.75 sq ft 22.50 sq ft 22.50 sq ft 22.50 sq ft 22.50 sq ft 15.25 sq ft 15.25 sq ft 28.75 sq ft 14.25 sq ft 29.50 sq ft 13.75 sq ft 7.50 sq ft 9.00 sq ft 23.50 sq ft 20.75 sq ft 26.25 sq ft 16.25 sq ft16.25 sq ft 26.25 sq ft 72.50 sq ft 22.25 sq ft 43.25 sq ft 61.00 sq ft 29.50 sq ft 120.00 sq ft170.00 sq ft 388.50 sq ft 197.75 sq ft 114.25 sq ft 183.00 sq ft 16.25 sq ft 87.25 sq ft 12.25 sq ft 31.25 sq ft 12.00 sq ft 150.75 sq ft 182.00 sq ft 83.50 sq ft 180.00 sq ft 130.50 sq ft 118.75 sq ft 64.25 sq ft 162.75 sq ft 152.50 sq ft 18.25 sq ft 96.75 sq ft 12.75 sq ft 29.75 sq ft 93.75 sq ft 89.00 sq ft 106.75 sq ft 59.75 sq ft 81.25 sq ft 101.00 sq ft 8.00 sq ft 64.00 sq ft 38.25 sq ft 59.75 sq ft 22.75 sq ft 145.25 sq ft W1 W2 W3 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W4 W5 W6 W7 W8 W9 W10 W32 W34 W35 W36 W37 W39W38W33 W40 AW1 AW2 AW3 AW4 AW5 AW6 AW7 AW8 205.75 sq ft 24.00 sq ft 6.50 sq ft 9.00 sq ft 48.75 sq ft 9.00 sq ft 7.75 sq ft 76.75 sq ft 26.25 sq ft 26.25 sq ft 9.25 sq ft 25.50 sq ft 13.50 sq ft 22.25 sq ft 15.50 sq ft15.50 sq ft 10.50 sq ft 9.00 sq ft 207.75 sq ft EXISTING TO REMAIN TO BE DEMOLISHED AREA REDUCED FOR FENSTRATION DEMO CALC FILL LEGEND EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND W1 W2 W3W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W32 9 9 4 4 6 6 7 7 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I RXX RXX RXX RXX RXX RXX Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof 110 Neale Ave 110 Neale Ave Demolition Demolition Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft)Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft) AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00 AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25 AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50 AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00 AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00 AW6 8.00 0.00 8.00 AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00 AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00 R3 54.50 0.00 0.00 W1 388.50 91.50 157.50 R4 79.50 0.00 0.00 W2 197.75 0.00 51.50 R5 176.25 0.00 0.00 W3 114.25 19.75 38.25 R6 178.00 0.00 4.25 W4 18.25 0.00 18.25 R7 220.25 0.00 0.00 W5 123.75 45.00 21.75 R8 42.25 0.00 0.00 W6 96.75 45.00 51.75 R9 306.00 0.00 147.75 W7 12.75 0.00 12.75 R10 42.25 0.00 0.00 W8 29.75 0.00 29.75 R11 71.75 0.00 71.75 W9 93.75 62.50 31.25 R12 88.00 0.00 0.00 W10 237.25 6.50 22.25 R13 61.00 0.00 61.00 W11 214.50 19.75 0.00 R14 61.75 0.00 61.75 W12 47.25 0.00 0.00 R15 18.50 0.00 18.50 W13 59.75 7.00 0.00 R16 139.00 0.00 39.75 W14 87.25 7.75 0.00 R17 19.50 0.00 19.50 W15 12.25 0.00 0.00 R18 44.50 0.00 44.50 W16 31.25 0.00 0.00 R19 554.50 0.00 219.50 W17 12.00 0.00 0.00 R20 18.25 0.00 18.25 W18 164.25 24.75 0.00 R21 630.00 0.00 160.00 W19 205.75 66.75 22.25 R22 68.00 0.00 68.00 W20 89.00 0.00 0.00 R23 289.00 0.00 0.00 W21 106.75 34.50 0.00 R24 18.25 0.00 18.25 W22 150.75 16.75 0.00 R25 590.00 0.00 105.50 W23 182.00 27.50 0.00 R26 225.00 0.00 0.00 W24 83.50 33.50 0.00 R27 214.50 0.00 0.00 W25 180.00 170.00 0.00 R28 98.00 0.00 0.00 W26 130.50 120.00 0.00 R29 101.25 0.00 0.00 W27 178.50 0.00 0.00 R30 29.75 0.00 0.00 W28 87.00 0.00 0.00 R31 23.50 0.00 0.00 W29 145.25 66.75 61.00 R32 23.50 0.00 0.00 W30 207.75 107.50 63.25 R33 58.25 0.00 0.00 W31 162.75 90.00 0.00 R34 76.50 0.00 48.75 W32 152.50 14.25 44.25 R35 78.00 0.00 78.00 W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25 W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00 W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75 W36 205.75 15.50 190.25 W37 211.50 145.50 66.00 W38 219.75 59.25 160.50 W39 52.00 29.50 22.50 W40 77.75 9.25 43.25 Wall Surface Area Total (Sq Ft)5,872.00 Area Reduced for Fenestration (Sq Ft)1511.25 Wall Surface Area to be Removed (Sq Ft)1,358.75 Demolition Totals Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00 Surface Area to be Removed (Sq Ft)3,269.50 Total 32.83% Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof 110 Neale Ave 110 Neale Ave Demolition Demolition Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft)Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft) AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00 AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25 AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50 AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00 AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00 AW6 8.00 0.00 8.00 AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00 AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00 R3 54.50 0.00 0.00 W1 388.50 91.50 157.50 R4 79.50 0.00 0.00 W2 197.75 0.00 51.50 R5 176.25 0.00 0.00 W3 114.25 19.75 38.25 R6 178.00 0.00 4.25 W4 18.25 0.00 18.25 R7 220.25 0.00 0.00 W5 123.75 45.00 21.75 R8 42.25 0.00 0.00 W6 96.75 45.00 51.75 R9 306.00 0.00 147.75 W7 12.75 0.00 12.75 R10 42.25 0.00 0.00 W8 29.75 0.00 29.75 R11 71.75 0.00 71.75 W9 93.75 62.50 31.25 R12 88.00 0.00 0.00 W10 237.25 6.50 22.25 R13 61.00 0.00 61.00 W11 214.50 19.75 0.00 R14 61.75 0.00 61.75 W12 47.25 0.00 0.00 R15 18.50 0.00 18.50 W13 59.75 7.00 0.00 R16 139.00 0.00 39.75 W14 87.25 7.75 0.00 R17 19.50 0.00 19.50 W15 12.25 0.00 0.00 R18 44.50 0.00 44.50 W16 31.25 0.00 0.00 R19 554.50 0.00 219.50 W17 12.00 0.00 0.00 R20 18.25 0.00 18.25 W18 164.25 24.75 0.00 R21 630.00 0.00 160.00 W19 205.75 66.75 22.25 R22 68.00 0.00 68.00 W20 89.00 0.00 0.00 R23 289.00 0.00 0.00 W21 106.75 34.50 0.00 R24 18.25 0.00 18.25 W22 150.75 16.75 0.00 R25 590.00 0.00 105.50 W23 182.00 27.50 0.00 R26 225.00 0.00 0.00 W24 83.50 33.50 0.00 R27 214.50 0.00 0.00 W25 180.00 170.00 0.00 R28 98.00 0.00 0.00 W26 130.50 120.00 0.00 R29 101.25 0.00 0.00 W27 178.50 0.00 0.00 R30 29.75 0.00 0.00 W28 87.00 0.00 0.00 R31 23.50 0.00 0.00 W29 145.25 66.75 61.00 R32 23.50 0.00 0.00 W30 207.75 107.50 63.25 R33 58.25 0.00 0.00 W31 162.75 90.00 0.00 R34 76.50 0.00 48.75 W32 152.50 14.25 44.25 R35 78.00 0.00 78.00 W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25 W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00 W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75 W36 205.75 15.50 190.25 W37 211.50 145.50 66.00 W38 219.75 59.25 160.50 W39 52.00 29.50 22.50 W40 77.75 9.25 43.25 Wall Surface Area Total (Sq Ft)5,872.00 Area Reduced for Fenestration (Sq Ft)1511.25 Wall Surface Area to be Removed (Sq Ft)1,358.75 Demolition Totals Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00 Surface Area to be Removed (Sq Ft)3,269.50 Total 32.83% 0 4'8'16'SCALE: 1/8" = 1'-0"2 WALL DEMO AREA 0 4'8'16'SCALE: 1/8" = 1'-0"1 MAIN LEVEL DEMO PLAN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-009 ROOF DEMOLITION CALCULATIONS 8/25/20 KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC FOR UMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DRAWING ISSUANCE INDEX ID NAME ISSUED DATE NOT FOR CONSTRUCTION PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 68.00 sq ft 18.25 sq ft18.25 sq ft 98.00 sq ft 29.75 sq ft 58.25 sq ft 78.00 sq ft 77.25 sq ft 225.00 sq ft 101.25 sq ft 23.50 sq ft 23.50 sq ft 214.50 sq ft 590.00 sq ft 289.00 sq ft 630.00 sq ft 139.00 sq ft 44.50 sq ft 554.50 sq ft 71.75 sq ft 88.00 sq ft 220.25 sq ft 42.25 sq ft42.25 sq ft 178.00 sq ft 306.00 sq ft 176.25 sq ft 79.50 sq ft 85.75 sq ft 54.50 sq ft 88.50 sq ft 53.00 sq ft 113.00 sq ft 134.50 sq ft 170.25 sq ft 255.00 sq ft 18.50 sq ft 61.00 sq ft 61.75 sq ft 19.50 sq ft 219.50 sq ft39.75 sq ft 4.25 sq ft 105.50 sq ft105.50 sq ft R1 R2 R3 R4 R5 R6 R7 R8 R9 R10 R11 R12 R13 R15 R14 R16 R17 R18 R20 R21 R19 R22 R23 R25 R24 R26 R27 R28 R29 R30 R32 AR1 AR2 AR3 AR4 AR5 R33 R34 R31 R35 54.50 sq ft 20.75 sq ft EXISTING TO REMAIN TO BE DEMOLISHED AREA REDUCED FOR FENSTRATION DEMO CALC FILL LEGEND EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND R26 R27 R29 R28 R30 R33 R35 R34 R25R21 R20 R22 R24 R19 R18 R17 R15 R14 R13 R11 R12 R16 R9 R5 R4 9 9 R6 R7 R8 R10 4 4 6 6 7 7 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I R31 R32 AR1 AR2 AR3 AR4 AR5R23 R3 R2 R1 Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof 110 Neale Ave 110 Neale Ave Demolition Demolition Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft)Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft) AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00 AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25 AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50 AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00 AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00 AW6 8.00 0.00 8.00 AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00 AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00 R3 54.50 0.00 0.00 W1 388.50 91.50 157.50 R4 79.50 0.00 0.00 W2 197.75 0.00 51.50 R5 176.25 0.00 0.00 W3 114.25 19.75 38.25 R6 178.00 0.00 4.25 W4 18.25 0.00 18.25 R7 220.25 0.00 0.00 W5 123.75 45.00 21.75 R8 42.25 0.00 0.00 W6 96.75 45.00 51.75 R9 306.00 0.00 147.75 W7 12.75 0.00 12.75 R10 42.25 0.00 0.00 W8 29.75 0.00 29.75 R11 71.75 0.00 71.75 W9 93.75 62.50 31.25 R12 88.00 0.00 0.00 W10 237.25 6.50 22.25 R13 61.00 0.00 61.00 W11 214.50 19.75 0.00 R14 61.75 0.00 61.75 W12 47.25 0.00 0.00 R15 18.50 0.00 18.50 W13 59.75 7.00 0.00 R16 139.00 0.00 39.75 W14 87.25 7.75 0.00 R17 19.50 0.00 19.50 W15 12.25 0.00 0.00 R18 44.50 0.00 44.50 W16 31.25 0.00 0.00 R19 554.50 0.00 219.50 W17 12.00 0.00 0.00 R20 18.25 0.00 18.25 W18 164.25 24.75 0.00 R21 630.00 0.00 160.00 W19 205.75 66.75 22.25 R22 68.00 0.00 68.00 W20 89.00 0.00 0.00 R23 289.00 0.00 0.00 W21 106.75 34.50 0.00 R24 18.25 0.00 18.25 W22 150.75 16.75 0.00 R25 590.00 0.00 105.50 W23 182.00 27.50 0.00 R26 225.00 0.00 0.00 W24 83.50 33.50 0.00 R27 214.50 0.00 0.00 W25 180.00 170.00 0.00 R28 98.00 0.00 0.00 W26 130.50 120.00 0.00 R29 101.25 0.00 0.00 W27 178.50 0.00 0.00 R30 29.75 0.00 0.00 W28 87.00 0.00 0.00 R31 23.50 0.00 0.00 W29 145.25 66.75 61.00 R32 23.50 0.00 0.00 W30 207.75 107.50 63.25 R33 58.25 0.00 0.00 W31 162.75 90.00 0.00 R34 76.50 0.00 48.75 W32 152.50 14.25 44.25 R35 78.00 0.00 78.00 W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25 W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00 W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75 W36 205.75 15.50 190.25 W37 211.50 145.50 66.00 W38 219.75 59.25 160.50 W39 52.00 29.50 22.50 W40 77.75 9.25 43.25 Wall Surface Area Total (Sq Ft)5,872.00 Area Reduced for Fenestration (Sq Ft)1511.25 Wall Surface Area to be Removed (Sq Ft)1,358.75 Demolition Totals Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00 Surface Area to be Removed (Sq Ft)3,269.50 Total 32.83% Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof 110 Neale Ave 110 Neale Ave Demolition Demolition Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft)Wall/Roof Label Individual Area (Sq Ft) Area Reduced for Fenestration (Sq Ft) Area to be Removed (Sq Ft) AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00 AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25 AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50 AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00 AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00 AW6 8.00 0.00 8.00 AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00 AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00 R3 54.50 0.00 0.00 W1 388.50 91.50 157.50 R4 79.50 0.00 0.00 W2 197.75 0.00 51.50 R5 176.25 0.00 0.00 W3 114.25 19.75 38.25 R6 178.00 0.00 4.25 W4 18.25 0.00 18.25 R7 220.25 0.00 0.00 W5 123.75 45.00 21.75 R8 42.25 0.00 0.00 W6 96.75 45.00 51.75 R9 306.00 0.00 147.75 W7 12.75 0.00 12.75 R10 42.25 0.00 0.00 W8 29.75 0.00 29.75 R11 71.75 0.00 71.75 W9 93.75 62.50 31.25 R12 88.00 0.00 0.00 W10 237.25 6.50 22.25 R13 61.00 0.00 61.00 W11 214.50 19.75 0.00 R14 61.75 0.00 61.75 W12 47.25 0.00 0.00 R15 18.50 0.00 18.50 W13 59.75 7.00 0.00 R16 139.00 0.00 39.75 W14 87.25 7.75 0.00 R17 19.50 0.00 19.50 W15 12.25 0.00 0.00 R18 44.50 0.00 44.50 W16 31.25 0.00 0.00 R19 554.50 0.00 219.50 W17 12.00 0.00 0.00 R20 18.25 0.00 18.25 W18 164.25 24.75 0.00 R21 630.00 0.00 160.00 W19 205.75 66.75 22.25 R22 68.00 0.00 68.00 W20 89.00 0.00 0.00 R23 289.00 0.00 0.00 W21 106.75 34.50 0.00 R24 18.25 0.00 18.25 W22 150.75 16.75 0.00 R25 590.00 0.00 105.50 W23 182.00 27.50 0.00 R26 225.00 0.00 0.00 W24 83.50 33.50 0.00 R27 214.50 0.00 0.00 W25 180.00 170.00 0.00 R28 98.00 0.00 0.00 W26 130.50 120.00 0.00 R29 101.25 0.00 0.00 W27 178.50 0.00 0.00 R30 29.75 0.00 0.00 W28 87.00 0.00 0.00 R31 23.50 0.00 0.00 W29 145.25 66.75 61.00 R32 23.50 0.00 0.00 W30 207.75 107.50 63.25 R33 58.25 0.00 0.00 W31 162.75 90.00 0.00 R34 76.50 0.00 48.75 W32 152.50 14.25 44.25 R35 78.00 0.00 78.00 W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25 W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00 W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75 W36 205.75 15.50 190.25 W37 211.50 145.50 66.00 W38 219.75 59.25 160.50 W39 52.00 29.50 22.50 W40 77.75 9.25 43.25 Wall Surface Area Total (Sq Ft)5,872.00 Area Reduced for Fenestration (Sq Ft)1511.25 Wall Surface Area to be Removed (Sq Ft)1,358.75 Demolition Totals Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00 Surface Area to be Removed (Sq Ft)3,269.50 Total 32.83% 0 4'8'16'SCALE: 1/8" = 1'-0"2 WALL DEMO AREA 0 4'8'16'SCALE: 1/8" = 1'-0"1 ROOF LEVEL DEMO PLAN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-010X FLOOR AREA CALCULATIONS 8/25/20 KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC FOR UMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DRAWING ISSUANCE INDEX ID NAME ISSUED DATE NOT FOR CONSTRUCTION PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 85.25 sq ft 63.00 sq ft 27.75 sq ft 153.75 sq ft 100.50 sq ft 80.00 sq ft 8.25 sq ft 66.00 sq ft 389.25 sq ft 249.50 sq ft 418.00 sq ft 80.00 sq ft 144.50 sq ft 9.50 sq ft 39.50 sq ft XB1 XB2 XB3 XB4 XB5 XB6 XB9 XB10 XB11 XB7 XB8 XB12 COUNTABLE FAR PLAN LEGEND DECK GARAGE EXEMPT - T.O. CIRCULATION OR OPEN TO BELOW EXEMPT - FRONT PORCH EXEMPT - ON-GRADE PATIO 2,064.75 sq ft XB1 XB2 XB3 XB12 XB11 XB6 XB4 XB5 CRAWL SPACE 9 9 XB10 XB9 XB8 XB7 4 4 6 6 7 7 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I 110 Neale Avenue Existing Basement Level Floor Area Basement Level Floor Area without Exemptions (Sq Ft)2,064.75 Existing Lower Level Floor Area Lower Level Floor Area without Exemptions (Sq Ft)2,347.00 Lower Level Exempt (OTB / T.O. Circ)0.00 Garage Floor Area without Exemptions (Sq Ft)483.00 Existing Main Level Floor Area Main Level Floor Area without Exemptions (Sq Ft)2,756.50 Main Level Exempt (T.O. Circ)119.00 Front Portch (Exempt)66.00 Main Level Deck Floor Area without Exemptions (Sq Ft)780.50 Existing "ADU" Floor Area ADU Gross Floor Area (Sq Ft)405.50 Front Portch (Exempt)30.25 Existing Basement Level Wall Calculations Basement Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) XB1 153.75 0.00 XB2 100.50 0.00 XB3 80.00 0.00 XB4 8.25 0.00 XB5 66.00 0.00 XB6 389.25 0.00 XB7 144.50 0.00 XB8 9.50 0.00 XB9 249.50 0.00 XB10 418.00 85.25 XB11 80.00 63.00 XB12 39.50 31.25 Overall Total Wall Areas (Sq Ft)1,738.75 Exposed Wall Area (Sq Ft)179.50 % of Exposed Wall (Exposed / Total)10.32% Existing Basement Level Floor Area Calculations Basement Level Gross Floor Area (Sq Ft)2,064.75 Basement Level Countable Floor Area (Sq Ft)213.15 Basement Level Area x Percent Exposed @ 10.32% Existing Lower Level Wall Calculations Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) XL1 84.25 0.00 XL2 103.00 57.00 XL3 80.75 54.50 XL4 8.00 5.25 XL5 82.25 18.75 XL6 8.00 1.00 XL7 86.75 6.00 XL8 224.75 0.00 XL9 101.00 0.00 XL10 150.50 0.00 XL11 148.75 0.00 XL12 12.75 0.00 XL13 253.75 89.50 XL14 177.25 177.25 XL15 201.25 201.25 XL16 200.25 200.25 XL17 201.25 201.25 XL18 43.25 43.25 XL19 82.75 82.75 XL20 19.25 19.25 Overall Total Wall Areas (Sq Ft)2,269.75 Exposed Wall Area (Sq Ft)1,157.25 % of Exposed Wall (Exposed / Total)50.99% Existing Lower Level Floor Area Calculations Lower Level Gross Floor Area (Sq Ft)2,347.00 Lower Level Exempt (Open to Below / T.O. Circulation)0.00 Garage Gross Floor Area (Sq Ft)483.00 Garage after Exemption (0-250 @ 0% 250-500 @ 50%)116.50 (500-250)/2 Lower Level & Garage Floor Area After Exemptions 2,463.50 Lower Level Countable Floor Area (Sq Ft)1,256.03 Lower Level Area x Percent Exposed @ 50.99% Existing Main Level Wall Calculations Main Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) XM1 368.00 368.00 XM2 124.25 124.25 XM3 73.25 73.25 XM4 8.50 8.50 XM5 73.50 73.50 XM6 73.50 73.50 XM7 8.75 8.75 XM8 36.00 36.00 XM9 98.00 98.00 XM10 181.75 181.75 XM11 167.50 165.75 XM12 14.50 12.50 XM13 66.25 51.75 XM14 118.50 82.00 XM15 14.50 9.75 XM16 51.75 35.50 XM17 14.50 9.75 XM18 211.25 156.75 XM19 243.00 184.50 XM20 40.50 39.00 XM21 100.00 99.00 XM22 151.00 151.00 XM23 151.50 151.50 XM24 76.75 76.75 XM25 175.50 175.50 XM26 125.50 125.50 XM27 29.00 29.00 XM28 14.00 14.00 XM29 140.50 140.50 XM30 194.25 194.25 XM31 175.50 175.50 XM32 171.25 171.25 Overall Total Wall Areas (Sq Ft)3,492.50 Exposed Wall Area (Sq Ft)3,296.50 % of Exposed Wall (Exposed / Total)94.39% Existing Main Level Floor Area Calculations Main Level Gross Floor Area (Sq Ft)2,756.50 Main Level Exempt (Open to Below / T.O. Circulation)119.00 Main Level After Exemptions (Sq Ft)2,637.50 2,756.5 - 119 Main Level Countable Floor Area (Sq Ft)2,489.48 Main Level Area x Percent Exposed @ 94.39% Front Porch Gross Floor Area (Sq Ft)66.00 Exempt Front Porch Main Deck Gross Floor Area ( Sq Ft)780.50 Existing ADU Wall Calculations ADU Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) XA1 81.25 81.25 XA2 66.50 66.50 XA3 106.50 106.50 XA4 190.00 179.00 XA5 106.50 74.75 XA6 9.75 8.00 XA7 81.25 64.00 XA8 105.50 100.25 Overall Total Wall Areas (Sq Ft)747.25 Exposed Wall Area (Sq Ft)680.25 % of Exposed Wall (Exposed / Total)91.03% Existing ADU Floor Area Calculations ADU Gross Floor Area (Sq Ft)405.50 ADU Countable Floor Area (Sq Ft)369.14 ADU Area x Percent Exposed @ 91.03% Front Porch Gross Floor Area (Sq Ft)30.25 Exempt Front Porch Total Exsiting Floor Area Calculations Basement Level Floor Area (Sq Ft)213.15 Lower Level Floor Area (Sq Ft)1,256.03 Main Level Floor Area (Sq Ft)2,489.48 ADU Floor Area (Sq Ft)369.14 Total Interior Floor Area (Sq Ft)4,327.81 Total Existing Deck Area Calculations Main Level Deck Area (Sq Ft)780.50 Exempt Deck Area based on 15% of Allowable FAR NA Countable Deck Floor Area (Sq Ft)0.00 Total Existing Countable Floor Area 4,327.81 Existing Floor Area Calculations Allowable deck based on legally permitted existing conditions Basement Level Floor Area (Sq Ft)213.15 Lower Level Floor Area (Sq Ft)1,256.03 Main Level Floor Area (Sq Ft)2,489.48 ADU Floor Area (Sq Ft)369.14 Total Existing Interior Floor Area (Sq Ft)4,327.81 Total Existing Deck Area Calculations Main Level Deck Area (Sq Ft)780.50 Exempt Deck Area based on 15% Allowable FAR (NA)NA Countable Deck Floor Area (Sq Ft)0.00 Total Existing Countable Floor Area 4,327.81 Basement Level Floor Area (Sq Ft)158.90 Lower Level Floor Area (Sq Ft)1,594.87 Main Level Floor Area (Sq Ft)2,520.70 ADU Floor Area (Sq Ft)0.00 Total Proposed Interior Floor Area (Sq Ft)4,274.47 Total Proposed Deck Area Calculations Main Level Deck Area (Sq Ft)833.25 Exempt Deck Area based on Existing Countable Deck 780.50 Countable Deck Floor Area (Sq Ft)52.75 Total Countable Proposed Interior Floor Area 4,274.47 Total Countable Proposed Deck Floor Area 52.75 Total Countable Proposed Floor Area 4,327.22 Total Proposed Floor Area Calculations NOTE: The structure exists as a legally permitted nonconformity. Proposed house to retain current measured floor area per the plans. Total Existing Floor Area Calculations W/ ADU (TOTAL ALLOWABLE FLOOR AREA) Allowable deck based on legally permitted existing conditions. Note: The proposed deck area exceeds the existing deck area. All proposed deck area exceeding the existing deck area contributes to the total countable floor area. 0 4'8'16'SCALE: 1/8" = 1'-0"2 EXISTING BASEMENT LEVEL EXPOSURE 0 4'8'16'SCALE: 1/8" = 1'-0"1 EXISTING BASEMENT LEVEL FLOOR AREA COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-011X FLOOR AREA CALCULATIONS 8/25/20 KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC FOR UMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DRAWING ISSUANCE INDEX ID NAME ISSUED DATE NOT FOR CONSTRUCTION PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 COUNTABLE FAR PLAN LEGEND DECK GARAGE EXEMPT - T.O. CIRCULATION OR OPEN TO BELOW EXEMPT - FRONT PORCH EXEMPT - ON-GRADE PATIO40.00 sq ft 6.50 sq ft19.00 sq ft 1.25 sq ft 2.50 sq ft 64.25 sq ft 89.50 sq ft 84.25 sq ft 103.00 sq ft 80.75 sq ft 8.00 sq ft 82.25 sq ft 8.00 sq ft 86.75 sq ft 224.75 sq ft 101.00 sq ft 150.50 sq ft 148.75 sq ft 12.75 sq ft 253.75 sq ft 177.25 sq ft 204.25 sq ft 200.25 sq ft 204.25 sq ft 43.25 sq ft 82.75 sq ft 19.25 sq ft XL1 XL2 XL3 XL4 XL5 XL6 XL7 XL8 XL9 XL10 XL11 XL12 XL13 XL14 XL15 XL16 XL17 XL18 XL19 XL20 190.00 sq ft 106.50 sq ft 9.75 sq ft 81.25 sq ft 109.75 sq ft 81.25 sq ft 62.00 sq ft 106.50 sq ft 179.00 sq ft 74.75 sq ft 8.00 sq ft 64.00 sq ft 104.75 sq ft XA1 XA2 XA3 XA4 XA5 XA6 XA7 XA8 110 Neale Avenue Existing Basement Level Floor Area Basement Level Floor Area without Exemptions (Sq Ft)2,064.75 Existing Lower Level Floor Area Lower Level Floor Area without Exemptions (Sq Ft)2,347.00 Lower Level Exempt (OTB / T.O. Circ)0.00 Garage Floor Area without Exemptions (Sq Ft)483.00 Existing Main Level Floor Area Main Level Floor Area without Exemptions (Sq Ft)2,756.50 Main Level Exempt (T.O. Circ)119.00 Front Portch (Exempt)66.00 Main Level Deck Floor Area without Exemptions (Sq Ft)780.50 Existing "ADU" Floor Area ADU Gross Floor Area (Sq Ft)405.50 Front Portch (Exempt)30.25 Existing Basement Level Wall Calculations Basement Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) XB1 153.75 0.00 XB2 100.50 0.00 XB3 80.00 0.00 XB4 8.25 0.00 XB5 66.00 0.00 XB6 389.25 0.00 XB7 144.50 0.00 XB8 9.50 0.00 XB9 249.50 0.00 XB10 418.00 85.25 XB11 80.00 63.00 XB12 39.50 31.25 Overall Total Wall Areas (Sq Ft)1,738.75 Exposed Wall Area (Sq Ft)179.50 % of Exposed Wall (Exposed / Total)10.32% Existing Basement Level Floor Area Calculations Basement Level Gross Floor Area (Sq Ft)2,064.75 Basement Level Countable Floor Area (Sq Ft)213.15 Basement Level Area x Percent Exposed @ 10.32% Existing Lower Level Wall Calculations Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) XL1 84.25 0.00 XL2 103.00 57.00 XL3 80.75 54.50 XL4 8.00 5.25 XL5 82.25 18.75 XL6 8.00 1.00 XL7 86.75 6.00 XL8 224.75 0.00 XL9 101.00 0.00 XL10 150.50 0.00 XL11 148.75 0.00 XL12 12.75 0.00 XL13 253.75 89.50 XL14 177.25 177.25 XL15 201.25 201.25 XL16 200.25 200.25 XL17 201.25 201.25 XL18 43.25 43.25 XL19 82.75 82.75 XL20 19.25 19.25 Overall Total Wall Areas (Sq Ft)2,269.75 Exposed Wall Area (Sq Ft)1,157.25 % of Exposed Wall (Exposed / Total)50.99% Existing Lower Level Floor Area Calculations Lower Level Gross Floor Area (Sq Ft)2,347.00 Lower Level Exempt (Open to Below / T.O. Circulation)0.00 Garage Gross Floor Area (Sq Ft)483.00 Garage after Exemption (0-250 @ 0% 250-500 @ 50%)116.50 (500-250)/2 Lower Level & Garage Floor Area After Exemptions 2,463.50 Lower Level Countable Floor Area (Sq Ft)1,256.03 Lower Level Area x Percent Exposed @ 50.99% Existing Main Level Wall Calculations Main Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) XM1 368.00 368.00 XM2 124.25 124.25 XM3 73.25 73.25 XM4 8.50 8.50 XM5 73.50 73.50 XM6 73.50 73.50 XM7 8.75 8.75 XM8 36.00 36.00 XM9 98.00 98.00 XM10 181.75 181.75 XM11 167.50 165.75 XM12 14.50 12.50 XM13 66.25 51.75 XM14 118.50 82.00 XM15 14.50 9.75 XM16 51.75 35.50 XM17 14.50 9.75 XM18 211.25 156.75 XM19 243.00 184.50 XM20 40.50 39.00 XM21 100.00 99.00 XM22 151.00 151.00 XM23 151.50 151.50 XM24 76.75 76.75 XM25 175.50 175.50 XM26 125.50 125.50 XM27 29.00 29.00 XM28 14.00 14.00 XM29 140.50 140.50 XM30 194.25 194.25 XM31 175.50 175.50 XM32 171.25 171.25 Overall Total Wall Areas (Sq Ft)3,492.50 Exposed Wall Area (Sq Ft)3,296.50 % of Exposed Wall (Exposed / Total)94.39% Existing Main Level Floor Area Calculations Main Level Gross Floor Area (Sq Ft)2,756.50 Main Level Exempt (Open to Below / T.O. Circulation)119.00 Main Level After Exemptions (Sq Ft)2,637.50 2,756.5 - 119 Main Level Countable Floor Area (Sq Ft)2,489.48 Main Level Area x Percent Exposed @ 94.39% Front Porch Gross Floor Area (Sq Ft)66.00 Exempt Front Porch Main Deck Gross Floor Area ( Sq Ft)780.50 Existing ADU Wall Calculations ADU Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) XA1 81.25 81.25 XA2 66.50 66.50 XA3 106.50 106.50 XA4 190.00 179.00 XA5 106.50 74.75 XA6 9.75 8.00 XA7 81.25 64.00 XA8 105.50 100.25 Overall Total Wall Areas (Sq Ft)747.25 Exposed Wall Area (Sq Ft)680.25 % of Exposed Wall (Exposed / Total)91.03% Existing ADU Floor Area Calculations ADU Gross Floor Area (Sq Ft)405.50 ADU Countable Floor Area (Sq Ft)369.14 ADU Area x Percent Exposed @ 91.03% Front Porch Gross Floor Area (Sq Ft)30.25 Exempt Front Porch Total Exsiting Floor Area Calculations Basement Level Floor Area (Sq Ft)213.15 Lower Level Floor Area (Sq Ft)1,256.03 Main Level Floor Area (Sq Ft)2,489.48 ADU Floor Area (Sq Ft)369.14 Total Interior Floor Area (Sq Ft)4,327.81 Total Existing Deck Area Calculations Main Level Deck Area (Sq Ft)780.50 Exempt Deck Area based on 15% of Allowable FAR NA Countable Deck Floor Area (Sq Ft)0.00 Total Existing Countable Floor Area 4,327.81 Existing Floor Area Calculations Allowable deck based on legally permitted existing conditions 483.00 sq ft 405.50 sq ft XL1 XL2 XL3XL4 XL5 XL6 XL7 XL8 XL9 XL10 XL11 XL12 XL13 XL14 XL15 XL16 XL17 XL18 XL19 XL20 XA1 XA2 XA3 XA4 XA5 XA6 XA7 XA8 CRAWL SPACE 9 9 2,347.75 sq ft 4 4 6 6 7 7 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I Basement Level Floor Area (Sq Ft)213.15 Lower Level Floor Area (Sq Ft)1,256.03 Main Level Floor Area (Sq Ft)2,489.48 ADU Floor Area (Sq Ft)369.14 Total Existing Interior Floor Area (Sq Ft)4,327.81 Total Existing Deck Area Calculations Main Level Deck Area (Sq Ft)780.50 Exempt Deck Area based on 15% Allowable FAR (NA)NA Countable Deck Floor Area (Sq Ft)0.00 Total Existing Countable Floor Area 4,327.81 Basement Level Floor Area (Sq Ft)158.90 Lower Level Floor Area (Sq Ft)1,594.87 Main Level Floor Area (Sq Ft)2,520.70 ADU Floor Area (Sq Ft)0.00 Total Proposed Interior Floor Area (Sq Ft)4,274.47 Total Proposed Deck Area Calculations Main Level Deck Area (Sq Ft)833.25 Exempt Deck Area based on Existing Countable Deck 780.50 Countable Deck Floor Area (Sq Ft)52.75 Total Countable Proposed Interior Floor Area 4,274.47 Total Countable Proposed Deck Floor Area 52.75 Total Countable Proposed Floor Area 4,327.22 Total Proposed Floor Area Calculations NOTE: The structure exists as a legally permitted nonconformity. Proposed house to retain current measured floor area per the plans. Total Existing Floor Area Calculations W/ ADU (TOTAL ALLOWABLE FLOOR AREA) Allowable deck based on legally permitted existing conditions. Note: The proposed deck area exceeds the existing deck area. All proposed deck area exceeding the existing deck area contributes to the total countable floor area. 0 4'8'16'SCALE: 1/8" = 1'-0"2 EXISTING GARAGE (MIDDLE) LEVEL EXPOSURE 0 4'8'16'SCALE: 1/8" = 1'-0"3 EXISTING ADU EXPOSURE 0 4'8'16'SCALE: 1/8" = 1'-0"1 EXISTING GARAGE (MIDDLE) LEVEL FLOOR AREA COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-012X FLOOR AREA CALCULATIONS 8/25/20 KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC FOR UMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DRAWING ISSUANCE INDEX ID NAME ISSUED DATE NOT FOR CONSTRUCTION PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 COUNTABLE FAR PLAN LEGEND DECK GARAGE EXEMPT - T.O. CIRCULATION OR OPEN TO BELOW EXEMPT - FRONT PORCH EXEMPT - ON-GRADE PATIO 14.50 sq ft 51.75 sq ft14.50 sq ft 118.50 sq ft66.25 sq ft 14.50 sq ft 164.50 sq ft 238.50 sq ft203.00 sq ft 149.50 sq ft 217.00 sq ft 178.50 sq ft 363.75 sq ft 181.25 sq ft 80.00 sq ft 162.50 sq ft 12.75 sq ft 53.25 sq ft 83.00 sq ft 10.00 sq ft 35.50 sq ft 9.75 sq ft 38.00 sq ft 103.50 sq ft 151.00 sq ft 151.50 sq ft 75.75 sq ft 188.50 sq ft 134.75 sq ft 31.25 sq ft 15.00 sq ft 151.00 sq ft 188.50 sq ft 181.25 sq ft 9.75 sq ft 85.50 sq ft 85.50 sq ft 9.75 sq ft 35.25 sq ft 103.50 sq ft 181.75 sq ft XM1 XM2 XM3 XM11 XM12 XM13 XM14 XM15 XM16 XM17 XM18 XM19 XM20 XM21 XM22 XM23 XM24 XM25 XM26 XM27 XM28 XM29 XM30 XM31 XM32 XM4 XM5 XM6 XM7 XM8 XM9 XM10 65.00 sq ft 189.00 sq ft 288.25 sq ft 134.25 sq ft FF 129.25 sq ft XM1 XM2 XM3XM4 XM5 XM6 XM7 XM8 XM9 XM10 XM11 XM12 XM13 XM14 XM15XM16 XM17 XM18 XM19 XM20 XM21 XM22 XM23 XM24 XM25 XM26 XM27 XM28 XM29 XM30 XM31 XM32 60.50 sq ft 9 9 RG 4 4 6 6 7 7 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I 2,756.50 sq ft 54.00 sq ft 110 Neale Avenue Existing Basement Level Floor Area Basement Level Floor Area without Exemptions (Sq Ft)2,064.75 Existing Lower Level Floor Area Lower Level Floor Area without Exemptions (Sq Ft)2,347.00 Lower Level Exempt (OTB / T.O. Circ)0.00 Garage Floor Area without Exemptions (Sq Ft)483.00 Existing Main Level Floor Area Main Level Floor Area without Exemptions (Sq Ft)2,756.50 Main Level Exempt (T.O. Circ)119.00 Front Portch (Exempt)66.00 Main Level Deck Floor Area without Exemptions (Sq Ft)780.50 Existing "ADU" Floor Area ADU Gross Floor Area (Sq Ft)405.50 Front Portch (Exempt)30.25 Existing Basement Level Wall Calculations Basement Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) XB1 153.75 0.00 XB2 100.50 0.00 XB3 80.00 0.00 XB4 8.25 0.00 XB5 66.00 0.00 XB6 389.25 0.00 XB7 144.50 0.00 XB8 9.50 0.00 XB9 249.50 0.00 XB10 418.00 85.25 XB11 80.00 63.00 XB12 39.50 31.25 Overall Total Wall Areas (Sq Ft)1,738.75 Exposed Wall Area (Sq Ft)179.50 % of Exposed Wall (Exposed / Total)10.32% Existing Basement Level Floor Area Calculations Basement Level Gross Floor Area (Sq Ft)2,064.75 Basement Level Countable Floor Area (Sq Ft)213.15 Basement Level Area x Percent Exposed @ 10.32% Existing Lower Level Wall Calculations Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) XL1 84.25 0.00 XL2 103.00 57.00 XL3 80.75 54.50 XL4 8.00 5.25 XL5 82.25 18.75 XL6 8.00 1.00 XL7 86.75 6.00 XL8 224.75 0.00 XL9 101.00 0.00 XL10 150.50 0.00 XL11 148.75 0.00 XL12 12.75 0.00 XL13 253.75 89.50 XL14 177.25 177.25 XL15 201.25 201.25 XL16 200.25 200.25 XL17 201.25 201.25 XL18 43.25 43.25 XL19 82.75 82.75 XL20 19.25 19.25 Overall Total Wall Areas (Sq Ft)2,269.75 Exposed Wall Area (Sq Ft)1,157.25 % of Exposed Wall (Exposed / Total)50.99% Existing Lower Level Floor Area Calculations Lower Level Gross Floor Area (Sq Ft)2,347.00 Lower Level Exempt (Open to Below / T.O. Circulation)0.00 Garage Gross Floor Area (Sq Ft)483.00 Garage after Exemption (0-250 @ 0% 250-500 @ 50%)116.50 (500-250)/2 Lower Level & Garage Floor Area After Exemptions 2,463.50 Lower Level Countable Floor Area (Sq Ft)1,256.03 Lower Level Area x Percent Exposed @ 50.99% Existing Main Level Wall Calculations Main Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) XM1 368.00 368.00 XM2 124.25 124.25 XM3 73.25 73.25 XM4 8.50 8.50 XM5 73.50 73.50 XM6 73.50 73.50 XM7 8.75 8.75 XM8 36.00 36.00 XM9 98.00 98.00 XM10 181.75 181.75 XM11 167.50 165.75 XM12 14.50 12.50 XM13 66.25 51.75 XM14 118.50 82.00 XM15 14.50 9.75 XM16 51.75 35.50 XM17 14.50 9.75 XM18 211.25 156.75 XM19 243.00 184.50 XM20 40.50 39.00 XM21 100.00 99.00 XM22 151.00 151.00 XM23 151.50 151.50 XM24 76.75 76.75 XM25 175.50 175.50 XM26 125.50 125.50 XM27 29.00 29.00 XM28 14.00 14.00 XM29 140.50 140.50 XM30 194.25 194.25 XM31 175.50 175.50 XM32 171.25 171.25 Overall Total Wall Areas (Sq Ft)3,492.50 Exposed Wall Area (Sq Ft)3,296.50 % of Exposed Wall (Exposed / Total)94.39% Existing Main Level Floor Area Calculations Main Level Gross Floor Area (Sq Ft)2,756.50 Main Level Exempt (Open to Below / T.O. Circulation)119.00 Main Level After Exemptions (Sq Ft)2,637.50 2,756.5 - 119 Main Level Countable Floor Area (Sq Ft)2,489.48 Main Level Area x Percent Exposed @ 94.39% Front Porch Gross Floor Area (Sq Ft)66.00 Exempt Front Porch Main Deck Gross Floor Area ( Sq Ft)780.50 Existing ADU Wall Calculations ADU Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) XA1 81.25 81.25 XA2 66.50 66.50 XA3 106.50 106.50 XA4 190.00 179.00 XA5 106.50 74.75 XA6 9.75 8.00 XA7 81.25 64.00 XA8 105.50 100.25 Overall Total Wall Areas (Sq Ft)747.25 Exposed Wall Area (Sq Ft)680.25 % of Exposed Wall (Exposed / Total)91.03% Existing ADU Floor Area Calculations ADU Gross Floor Area (Sq Ft)405.50 ADU Countable Floor Area (Sq Ft)369.14 ADU Area x Percent Exposed @ 91.03% Front Porch Gross Floor Area (Sq Ft)30.25 Exempt Front Porch Total Exsiting Floor Area Calculations Basement Level Floor Area (Sq Ft)213.15 Lower Level Floor Area (Sq Ft)1,256.03 Main Level Floor Area (Sq Ft)2,489.48 ADU Floor Area (Sq Ft)369.14 Total Interior Floor Area (Sq Ft)4,327.81 Total Existing Deck Area Calculations Main Level Deck Area (Sq Ft)780.50 Exempt Deck Area based on 15% of Allowable FAR NA Countable Deck Floor Area (Sq Ft)0.00 Total Existing Countable Floor Area 4,327.81 Existing Floor Area Calculations Allowable deck based on legally permitted existing conditions Basement Level Floor Area (Sq Ft)213.15 Lower Level Floor Area (Sq Ft)1,256.03 Main Level Floor Area (Sq Ft)2,489.48 ADU Floor Area (Sq Ft)369.14 Total Existing Interior Floor Area (Sq Ft)4,327.81 Total Existing Deck Area Calculations Main Level Deck Area (Sq Ft)780.50 Exempt Deck Area based on 15% Allowable FAR (NA)NA Countable Deck Floor Area (Sq Ft)0.00 Total Existing Countable Floor Area 4,327.81 Basement Level Floor Area (Sq Ft)158.90 Lower Level Floor Area (Sq Ft)1,594.87 Main Level Floor Area (Sq Ft)2,520.70 ADU Floor Area (Sq Ft)0.00 Total Proposed Interior Floor Area (Sq Ft)4,274.47 Total Proposed Deck Area Calculations Main Level Deck Area (Sq Ft)833.25 Exempt Deck Area based on Existing Countable Deck 780.50 Countable Deck Floor Area (Sq Ft)52.75 Total Countable Proposed Interior Floor Area 4,274.47 Total Countable Proposed Deck Floor Area 52.75 Total Countable Proposed Floor Area 4,327.22 Total Proposed Floor Area Calculations NOTE: The structure exists as a legally permitted nonconformity. Proposed house to retain current measured floor area per the plans. Total Existing Floor Area Calculations W/ ADU (TOTAL ALLOWABLE FLOOR AREA) Allowable deck based on legally permitted existing conditions. Note: The proposed deck area exceeds the existing deck area. All proposed deck area exceeding the existing deck area contributes to the total countable floor area. 0 4'8'16'SCALE: 1/8" = 1'-0"2 EXISTING MAIN LEVEL EXPOSURE 0 4'8'16'SCALE: 1/8" = 1'-0"1 EXISTING MAIN LEVEL FLOOR AREA COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-010 FLOOR AREA CALCULATIONS 8/25/20 KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC FOR UMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DRAWING ISSUANCE INDEX ID NAME ISSUED DATE NOT FOR CONSTRUCTION PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 COUNTABLE FAR PLAN LEGEND DECK GARAGE EXEMPT - T.O. CIRCULATION OR OPEN TO BELOW EXEMPT - FRONT PORCH EXEMPT - ON-GRADE PATIO 301.25 sq ft 149.00 sq ft 176.50 sq ft 114.75 sq ft 153.75 sq ft 378.25 sq ft 147.50 sq ft 12.50 sq ft 286.25 sq ft 564.25 sq ft 251.50 sq ft 17.25 sq ft 17.25 sq ft 17.25 sq ft 17.25 sq ft 17.25 sq ft 113.00 sq ft 163.25 sq ft 70.75 sq ft B1 B2 B3 B4 B5 B6 B7 B11 B11 B8 B9 B12 B13 B14 Proposed Floor Area Calculations 110 Neale Proposed Basement Level Floor Area Basement Level Floor Area without Exemptions (Sq Ft)4,425.50 Prposed Garage Level Floor Area Lower Level Floor Area without Exemptions (Sq Ft)2,921.00 Lower Level Exempt (OTB / T.O. Circ)111.00 Garage Level Patio / Front Porch(Exempt)257.25 Garage Floor Area without Exemptions (Sq Ft)491.75 Proposed Main Level Floor Area Calculations Main Level Floor Area without Exemptions (Sq Ft)2,890.75 Main Level Exempt (T.O. Circ)210.50 Main Level Patio (Exempt)397.75 Front Portch (Exempt)221.50 Main Level Deck Floor Area without Exemptions (Sq Ft)833.25 Proposed "ADU" Floor Area Calculations ADU Gross Floor Area (Sq Ft)0.00 Front Portch (Exempt)0.00 FAR Proposed Basement Level Wall Calculations Basement Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) PB1 176.50 0.00 PB2 114.75 0.00 PB3 153.75 17.25 PB4 378.25 17.25 PB5 147.50 0.00 PB6 12.50 0.00 PB7 301.25 34.50 PB8 149.00 0.00 PB9 286.25 0.00 PB10 564.25 0.00 PB11 251.50 34.50 PB12 113.00 0.00 PB13 163.25 0.00 PB14 70.75 0.00 Overall Total Wall Areas (Sq Ft)2,882.50 Exposed Wall Area (Sq Ft)103.50 % of Exposed Wall (Exposed / Total)3.59% Proposed Basement Level Floor Area Calculations Basement Level Gross Floor Area (Sq Ft)4,425.50 Basement Level Countable Floor Area (Sq Ft)158.90 Basement Level Area x Percent Exposed @ 3.59% Proposed Lower Level Wall Calculations Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) PL1 85.50 0.00 PL2 54.25 0.00 PL3 262.25 75.25 PL4 221.75 0.00 PL5 103.00 17.00 PL6 148.25 47.25 PL7 146.75 0.00 PL8 12.50 0.00 PL9 285.25 66.50 PL10 127.50 109.00 PL11 274.25 190.25 PL12 188.00 174.75 PL13 190.25 190.25 PL14 17.25 17.25 PL15 44.50 44.50 PL16 367.00 367.00 PL17 108.00 105.00 PL18 43.25 38.75 PL19 60.50 48.25 Overall Total Wall Areas (Sq Ft)2,740.00 Exposed Wall Area (Sq Ft)1,491.00 % of Exposed Wall (Exposed / Total)54.42% Proposed Lower Level Floor Area Calculations Lower Level Gross Floor Area (Sq Ft)2,921.00 Lower Level Exempt (Open to Below / T.O. Circulation)111.00 Garage Gross Floor Area (Sq Ft)491.75 Garage after Exemption (0-250 @ 0% 250-500 @ 50%)120.88 Lower Level & Garage Floor Area After Exemptions 2,930.88 Lower Level Countable Floor Area (Sq Ft)1,594.87 Lower Level Area x Percent Exposed @ 54.42% Proposed Main Level Wall Calculations Main Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) PM1 297.75 297.75 PM2 177.25 177.25 PM3 244.25 244.25 PM4 53.50 53.50 PM5 47.75 47.75 PM6 15.50 15.50 PM7 167.50 165.75 PM8 15.50 13.75 PM9 65.00 51.75 PM10 116.00 80.50 PM11 14.25 9.75 PM12 50.25 34.00 PM13 14.25 9.75 PM14 211.25 157.25 PM15 236.25 176.50 PM16 36.50 36.50 PM17 99.00 99.00 PM18 151.00 151.00 PM19 149.00 149.00 PM20 85.00 85.00 PM21 185.25 185.25 PM22 132.50 132.50 PM23 30.50 30.50 PM24 14.75 14.75 PM25 149.00 149.00 PM26 201.50 201.50 PM27 170.00 170.00 PM28 82.50 82.50 Overall Total Wall Areas (Sq Ft)3,212.75 Exposed Wall Area (Sq Ft)3,021.50 % of Exposed Wall (Exposed / Total)94.05% Proposed Main Level Floor Area Calculations Main Level Gross Floor Area (Sq Ft)2,890.75 Main Level Exempt (Open to Below / T.O. Circulation)210.50 Main Level After Exemptions (Sq Ft)2,680.25 Main Level Countable Interior Floor Area (Sq Ft)2,520.70 Main Level Area x Percent Exposed @ 94.05% Front Porch Gross Floor Area (Sq Ft)221.50 Exempt Front Porch Main Deck Gross Floor Area ( Sq Ft)833.25 Main Level Patio Floor Area (Sq Ft)461.00 Total Proposed Floor Area Calculations Basement Level Floor Area (Sq Ft)158.90 Lower Level Floor Area (Sq Ft)1,594.87 Main Level Floor Area (Sq Ft)2,520.70 ADU Floor Area (Sq Ft)0.00 Total Interior Floor Area (Sq Ft)4,274.47 Total Proposed Deck Area Calculations Main Level Deck Area (Sq Ft)833.25 Exempt Deck Area based on Existing Countable Deck 780.50 Countable Deck Floor Area (Sq Ft)52.75 Total Proposed Floor Area 4,327.22 Basement Level Floor Area (Sq Ft)213.15 Lower Level Floor Area (Sq Ft)1,256.03 Main Level Floor Area (Sq Ft)2,489.48 ADU Floor Area (Sq Ft)369.14 Total Existing Interior Floor Area (Sq Ft)4,327.81 Total Existing Deck Area Calculations Main Level Deck Area (Sq Ft)780.50 Exempt Deck Area based on 15% Allowable FAR (NA)NA Countable Deck Floor Area (Sq Ft)0.00 Total Existing Countable Floor Area 4,327.81 Basement Level Floor Area (Sq Ft)158.90 Lower Level Floor Area (Sq Ft)1,594.87 Main Level Floor Area (Sq Ft)2,520.70 ADU Floor Area (Sq Ft)0.00 Total Proposed Interior Floor Area (Sq Ft)4,274.47 Total Proposed Deck Area Calculations Main Level Deck Area (Sq Ft)833.25 Exempt Deck Area based on Existing Countable Deck 780.50 Countable Deck Floor Area (Sq Ft)52.75 Total Countable Proposed Interior Floor Area 4,274.47 Total Countable Proposed Deck Floor Area 52.75 Total Countable Proposed Floor Area 4,327.22 Total Proposed Floor Area Calculations NOTE: The structure exists as a legally permitted nonconformity. Proposed house to retain current measured floor area per the plans. Total Existing Floor Area Calculations W/ ADU (TOTAL ALLOWABLE FLOOR AREA) Allowable deck based on legally permitted existing conditions. Note: The proposed deck area exceeds the existing deck area. All proposed deck area exceeding the existing deck area contributes to the total countable floor area. B1 B2 B3 B4 B5 B6 B12 B11 B10 B9 B8 B7 B13 B14 CRAWL SPACE 9 9 4,425.50 sq ft 4 4 6 6 7 7 10 10 5 5 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I 11 11 K K L L 0 4'8'16'SCALE: 1/8" = 1'-0"2 PROPOSED BASEMENT LEVEL EXPOSURE 0 4'8'16'SCALE: 1/8" = 1'-0"1 PROPOSED BASEMENT LEVEL FLOOR AREA COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-011 FLOOR AREA CALCULATIONS 8/25/20 KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC FOR UMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DRAWING ISSUANCE INDEX ID NAME ISSUED DATE NOT FOR CONSTRUCTION PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 COUNTABLE FAR PLAN LEGEND DECK GARAGE EXEMPT - T.O. CIRCULATION OR OPEN TO BELOW EXEMPT - FRONT PORCH EXEMPT - ON-GRADE PATIO 285.25 sq ft66.50 sq ft 127.50 sq ft 274.25 sq ft 84.50 sq ft 54.25 sq ft 262.25 sq ft 72.25 sq ft 221.75 sq ft 103.00 sq ft 148.25 sq ft 146.75 sq ft 12.50 sq ft 109.00 sq ft 188.00 sq ft 190.25 sq ft 367.00 sq ft 17.00 sq ft 17.00 sq ft 108.00 sq ft 43.25 sq ft 60.50 sq ft17.25 sq ft 44.50 sq ft 105.00 sq ft 174.75 sq ft190.25 sq ft 38.75 sq ft 48.25 sq ft L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L16 L17 L18 L19L14L15 257.25 sq ft L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17L18 L19 CRAWL SPACE 491.75 sq ft 2,921.00 sq ft 111.00 sq ft 9 9 4 4 6 6 7 7 10 10 5 5 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I 11 11 K K L L Proposed Floor Area Calculations 110 Neale Proposed Basement Level Floor Area Basement Level Floor Area without Exemptions (Sq Ft)4,425.50 Prposed Garage Level Floor Area Lower Level Floor Area without Exemptions (Sq Ft)2,921.00 Lower Level Exempt (OTB / T.O. Circ)111.00 Garage Level Patio / Front Porch(Exempt)257.25 Garage Floor Area without Exemptions (Sq Ft)491.75 Proposed Main Level Floor Area Calculations Main Level Floor Area without Exemptions (Sq Ft)2,890.75 Main Level Exempt (T.O. Circ)210.50 Main Level Patio (Exempt)397.75 Front Portch (Exempt)221.50 Main Level Deck Floor Area without Exemptions (Sq Ft)833.25 Proposed "ADU" Floor Area Calculations ADU Gross Floor Area (Sq Ft)0.00 Front Portch (Exempt)0.00 FAR Proposed Basement Level Wall Calculations Basement Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) PB1 176.50 0.00 PB2 114.75 0.00 PB3 153.75 17.25 PB4 378.25 17.25 PB5 147.50 0.00 PB6 12.50 0.00 PB7 301.25 34.50 PB8 149.00 0.00 PB9 286.25 0.00 PB10 564.25 0.00 PB11 251.50 34.50 PB12 113.00 0.00 PB13 163.25 0.00 PB14 70.75 0.00 Overall Total Wall Areas (Sq Ft)2,882.50 Exposed Wall Area (Sq Ft)103.50 % of Exposed Wall (Exposed / Total)3.59% Proposed Basement Level Floor Area Calculations Basement Level Gross Floor Area (Sq Ft)4,425.50 Basement Level Countable Floor Area (Sq Ft)158.90 Basement Level Area x Percent Exposed @ 3.59% Proposed Lower Level Wall Calculations Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) PL1 85.50 0.00 PL2 54.25 0.00 PL3 262.25 75.25 PL4 221.75 0.00 PL5 103.00 17.00 PL6 148.25 47.25 PL7 146.75 0.00 PL8 12.50 0.00 PL9 285.25 66.50 PL10 127.50 109.00 PL11 274.25 190.25 PL12 188.00 174.75 PL13 190.25 190.25 PL14 17.25 17.25 PL15 44.50 44.50 PL16 367.00 367.00 PL17 108.00 105.00 PL18 43.25 38.75 PL19 60.50 48.25 Overall Total Wall Areas (Sq Ft)2,740.00 Exposed Wall Area (Sq Ft)1,491.00 % of Exposed Wall (Exposed / Total)54.42% Proposed Lower Level Floor Area Calculations Lower Level Gross Floor Area (Sq Ft)2,921.00 Lower Level Exempt (Open to Below / T.O. Circulation)111.00 Garage Gross Floor Area (Sq Ft)491.75 Garage after Exemption (0-250 @ 0% 250-500 @ 50%)120.88 Lower Level & Garage Floor Area After Exemptions 2,930.88 Lower Level Countable Floor Area (Sq Ft)1,594.87 Lower Level Area x Percent Exposed @ 54.42% Proposed Main Level Wall Calculations Main Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) PM1 297.75 297.75 PM2 177.25 177.25 PM3 244.25 244.25 PM4 53.50 53.50 PM5 47.75 47.75 PM6 15.50 15.50 PM7 167.50 165.75 PM8 15.50 13.75 PM9 65.00 51.75 PM10 116.00 80.50 PM11 14.25 9.75 PM12 50.25 34.00 PM13 14.25 9.75 PM14 211.25 157.25 PM15 236.25 176.50 PM16 36.50 36.50 PM17 99.00 99.00 PM18 151.00 151.00 PM19 149.00 149.00 PM20 85.00 85.00 PM21 185.25 185.25 PM22 132.50 132.50 PM23 30.50 30.50 PM24 14.75 14.75 PM25 149.00 149.00 PM26 201.50 201.50 PM27 170.00 170.00 PM28 82.50 82.50 Overall Total Wall Areas (Sq Ft)3,212.75 Exposed Wall Area (Sq Ft)3,021.50 % of Exposed Wall (Exposed / Total)94.05% Proposed Main Level Floor Area Calculations Main Level Gross Floor Area (Sq Ft)2,890.75 Main Level Exempt (Open to Below / T.O. Circulation)210.50 Main Level After Exemptions (Sq Ft)2,680.25 Main Level Countable Interior Floor Area (Sq Ft)2,520.70 Main Level Area x Percent Exposed @ 94.05% Front Porch Gross Floor Area (Sq Ft)221.50 Exempt Front Porch Main Deck Gross Floor Area ( Sq Ft)833.25 Main Level Patio Floor Area (Sq Ft)461.00 Total Proposed Floor Area Calculations Basement Level Floor Area (Sq Ft)158.90 Lower Level Floor Area (Sq Ft)1,594.87 Main Level Floor Area (Sq Ft)2,520.70 ADU Floor Area (Sq Ft)0.00 Total Interior Floor Area (Sq Ft)4,274.47 Total Proposed Deck Area Calculations Main Level Deck Area (Sq Ft)833.25 Exempt Deck Area based on Existing Countable Deck 780.50 Countable Deck Floor Area (Sq Ft)52.75 Total Proposed Floor Area 4,327.22 Basement Level Floor Area (Sq Ft)213.15 Lower Level Floor Area (Sq Ft)1,256.03 Main Level Floor Area (Sq Ft)2,489.48 ADU Floor Area (Sq Ft)369.14 Total Existing Interior Floor Area (Sq Ft)4,327.81 Total Existing Deck Area Calculations Main Level Deck Area (Sq Ft)780.50 Exempt Deck Area based on 15% Allowable FAR (NA)NA Countable Deck Floor Area (Sq Ft)0.00 Total Existing Countable Floor Area 4,327.81 Basement Level Floor Area (Sq Ft)158.90 Lower Level Floor Area (Sq Ft)1,594.87 Main Level Floor Area (Sq Ft)2,520.70 ADU Floor Area (Sq Ft)0.00 Total Proposed Interior Floor Area (Sq Ft)4,274.47 Total Proposed Deck Area Calculations Main Level Deck Area (Sq Ft)833.25 Exempt Deck Area based on Existing Countable Deck 780.50 Countable Deck Floor Area (Sq Ft)52.75 Total Countable Proposed Interior Floor Area 4,274.47 Total Countable Proposed Deck Floor Area 52.75 Total Countable Proposed Floor Area 4,327.22 Total Proposed Floor Area Calculations NOTE: The structure exists as a legally permitted nonconformity. Proposed house to retain current measured floor area per the plans. Total Existing Floor Area Calculations W/ ADU (TOTAL ALLOWABLE FLOOR AREA) Allowable deck based on legally permitted existing conditions. Note: The proposed deck area exceeds the existing deck area. All proposed deck area exceeding the existing deck area contributes to the total countable floor area. 0 4'8'16'SCALE: 1/8" = 1'-0"2 PROPOSED GARAGE (MIDDLE) LEVEL EXPOSURE 0 4'8'16'SCALE: 1/8" = 1'-0"1 PROPOSED GARAGE LEVEL FLOOR AREA COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-012 FLOOR AREA CALCULATIONS 8/25/20 KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC FOR UMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DRAWING ISSUANCE INDEX ID NAME ISSUED DATE NOT FOR CONSTRUCTION PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 COUNTABLE FAR PLAN LEGEND DECK GARAGE EXEMPT - T.O. CIRCULATION OR OPEN TO BELOW EXEMPT - FRONT PORCH EXEMPT - ON-GRADE PATIO 15.50 sq ft 13.00 sq ft297.75 sq ft 170.00 sq ft 177.25 sq ft 244.25 sq ft 49.50 sq ft 44.25 sq ft 15.50 sq ft 167.50 sq ft 163.00 sq ft 65.00 sq ft 116.00 sq ft 14.25 sq ft 50.25 sq ft 14.00 sq ft 211.25 sq ft 236.25 sq ft 36.50 sq ft 99.00 sq ft 151.00 sq ft 149.00 sq ft 85.00 sq ft 185.25 sq ft 132.50 sq ft 30.50 sq ft 14.75 sq ft 149.00 sq ft 201.50 sq ft 82.50 sq ft 176.50 sq ft PM1 PM2 PM3 PM4 PM5 PM6 PM7 PM8 PM9 PM10 PM11 PM12 PM13 PM14 PM15 PM16 PM17 PM18 PM19 PM20 PM21 PM22 PM23 PM24 PM25 PM26 PM27 PM28 48.00 sq ft 74.00 sq ft 9.00 sq ft 31.25 sq ft 8.50 sq ft 149.75 sq ft 58.00 sq ft FF W 2,890.75 sq ft M1 M2 M3 M4 M5M6 M7 M8 M9 M10 M11M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 775.25 sq ft 298.00 sq ft 99.75 sq ft 210.50 sq ft 221.50 sq ft 9 9 4 4 6 6 7 7 10 10 5 5 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I 11 11 K K L L RG Proposed Floor Area Calculations 110 Neale Proposed Basement Level Floor Area Basement Level Floor Area without Exemptions (Sq Ft)4,425.50 Prposed Garage Level Floor Area Lower Level Floor Area without Exemptions (Sq Ft)2,921.00 Lower Level Exempt (OTB / T.O. Circ)111.00 Garage Level Patio / Front Porch(Exempt)257.25 Garage Floor Area without Exemptions (Sq Ft)491.75 Proposed Main Level Floor Area Calculations Main Level Floor Area without Exemptions (Sq Ft)2,890.75 Main Level Exempt (T.O. Circ)210.50 Main Level Patio (Exempt)397.75 Front Portch (Exempt)221.50 Main Level Deck Floor Area without Exemptions (Sq Ft)833.25 Proposed "ADU" Floor Area Calculations ADU Gross Floor Area (Sq Ft)0.00 Front Portch (Exempt)0.00 FAR Proposed Basement Level Wall Calculations Basement Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) PB1 176.50 0.00 PB2 114.75 0.00 PB3 153.75 17.25 PB4 378.25 17.25 PB5 147.50 0.00 PB6 12.50 0.00 PB7 301.25 34.50 PB8 149.00 0.00 PB9 286.25 0.00 PB10 564.25 0.00 PB11 251.50 34.50 PB12 113.00 0.00 PB13 163.25 0.00 PB14 70.75 0.00 Overall Total Wall Areas (Sq Ft)2,882.50 Exposed Wall Area (Sq Ft)103.50 % of Exposed Wall (Exposed / Total)3.59% Proposed Basement Level Floor Area Calculations Basement Level Gross Floor Area (Sq Ft)4,425.50 Basement Level Countable Floor Area (Sq Ft)158.90 Basement Level Area x Percent Exposed @ 3.59% Proposed Lower Level Wall Calculations Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) PL1 85.50 0.00 PL2 54.25 0.00 PL3 262.25 75.25 PL4 221.75 0.00 PL5 103.00 17.00 PL6 148.25 47.25 PL7 146.75 0.00 PL8 12.50 0.00 PL9 285.25 66.50 PL10 127.50 109.00 PL11 274.25 190.25 PL12 188.00 174.75 PL13 190.25 190.25 PL14 17.25 17.25 PL15 44.50 44.50 PL16 367.00 367.00 PL17 108.00 105.00 PL18 43.25 38.75 PL19 60.50 48.25 Overall Total Wall Areas (Sq Ft)2,740.00 Exposed Wall Area (Sq Ft)1,491.00 % of Exposed Wall (Exposed / Total)54.42% Proposed Lower Level Floor Area Calculations Lower Level Gross Floor Area (Sq Ft)2,921.00 Lower Level Exempt (Open to Below / T.O. Circulation)111.00 Garage Gross Floor Area (Sq Ft)491.75 Garage after Exemption (0-250 @ 0% 250-500 @ 50%)120.88 Lower Level & Garage Floor Area After Exemptions 2,930.88 Lower Level Countable Floor Area (Sq Ft)1,594.87 Lower Level Area x Percent Exposed @ 54.42% Proposed Main Level Wall Calculations Main Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) PM1 297.75 297.75 PM2 177.25 177.25 PM3 244.25 244.25 PM4 53.50 53.50 PM5 47.75 47.75 PM6 15.50 15.50 PM7 167.50 165.75 PM8 15.50 13.75 PM9 65.00 51.75 PM10 116.00 80.50 PM11 14.25 9.75 PM12 50.25 34.00 PM13 14.25 9.75 PM14 211.25 157.25 PM15 236.25 176.50 PM16 36.50 36.50 PM17 99.00 99.00 PM18 151.00 151.00 PM19 149.00 149.00 PM20 85.00 85.00 PM21 185.25 185.25 PM22 132.50 132.50 PM23 30.50 30.50 PM24 14.75 14.75 PM25 149.00 149.00 PM26 201.50 201.50 PM27 170.00 170.00 PM28 82.50 82.50 Overall Total Wall Areas (Sq Ft)3,212.75 Exposed Wall Area (Sq Ft)3,021.50 % of Exposed Wall (Exposed / Total)94.05% Proposed Main Level Floor Area Calculations Main Level Gross Floor Area (Sq Ft)2,890.75 Main Level Exempt (Open to Below / T.O. Circulation)210.50 Main Level After Exemptions (Sq Ft)2,680.25 Main Level Countable Interior Floor Area (Sq Ft)2,520.70 Main Level Area x Percent Exposed @ 94.05% Front Porch Gross Floor Area (Sq Ft)221.50 Exempt Front Porch Main Deck Gross Floor Area ( Sq Ft)833.25 Main Level Patio Floor Area (Sq Ft)461.00 Total Proposed Floor Area Calculations Basement Level Floor Area (Sq Ft)158.90 Lower Level Floor Area (Sq Ft)1,594.87 Main Level Floor Area (Sq Ft)2,520.70 ADU Floor Area (Sq Ft)0.00 Total Interior Floor Area (Sq Ft)4,274.47 Total Proposed Deck Area Calculations Main Level Deck Area (Sq Ft)833.25 Exempt Deck Area based on Existing Countable Deck 780.50 Countable Deck Floor Area (Sq Ft)52.75 Total Proposed Floor Area 4,327.22 Basement Level Floor Area (Sq Ft)213.15 Lower Level Floor Area (Sq Ft)1,256.03 Main Level Floor Area (Sq Ft)2,489.48 ADU Floor Area (Sq Ft)369.14 Total Existing Interior Floor Area (Sq Ft)4,327.81 Total Existing Deck Area Calculations Main Level Deck Area (Sq Ft)780.50 Exempt Deck Area based on 15% Allowable FAR (NA)NA Countable Deck Floor Area (Sq Ft)0.00 Total Existing Countable Floor Area 4,327.81 Basement Level Floor Area (Sq Ft)158.90 Lower Level Floor Area (Sq Ft)1,594.87 Main Level Floor Area (Sq Ft)2,520.70 ADU Floor Area (Sq Ft)0.00 Total Proposed Interior Floor Area (Sq Ft)4,274.47 Total Proposed Deck Area Calculations Main Level Deck Area (Sq Ft)833.25 Exempt Deck Area based on Existing Countable Deck 780.50 Countable Deck Floor Area (Sq Ft)52.75 Total Countable Proposed Interior Floor Area 4,274.47 Total Countable Proposed Deck Floor Area 52.75 Total Countable Proposed Floor Area 4,327.22 Total Proposed Floor Area Calculations NOTE: The structure exists as a legally permitted nonconformity. Proposed house to retain current measured floor area per the plans. Total Existing Floor Area Calculations W/ ADU (TOTAL ALLOWABLE FLOOR AREA) Allowable deck based on legally permitted existing conditions. Note: The proposed deck area exceeds the existing deck area. All proposed deck area exceeding the existing deck area contributes to the total countable floor area. 0 4'8'16'SCALE: 1/8" = 1'-0"2 PROPOSED MAIN LEVEL EXPOSURE 0 4'8'16'SCALE: 1/8" = 1'-0"1 PROPOSED MAIN LEVEL FLOOR AREA + (102.50) = 881 (100.50) (4,379.19) EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND 2'-0"5'-6"13'-6"28'-0"18'-0"9'-2"8'-10" 2'-0" 6'-6" 3'-6" 16'-0" 5'-6" 8'-0" 5'-6" 2'-0" 4'-0" T.O. FF 79'-0" T.O. SLAB 78'-9" SIDE YARD SETBACK S I D E Y A R D S E T B A C K REAR YARD SETBACK FRONT YARD SETBACK PROPERTY LINE P R O P E R T Y L I N E MECH HALL BATH CLO. BEDROOM 5 BATH BEDROOM 6 CRAWL SPACE 1 A-201 2 A-201 3 A-202 4 A-202 9 9 EXISTING EGRESS WELL TO BE REMOVED AND RELOCATED EXISTING EGRESS WELL TO BE REMOVED AND RELOCATED BEDROOM 4 4 4 6 6 7 7 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I N 0 4'8'12'SCALE: 3/16" = 1'-0"1 EXISTING BASEMENT LEVEL PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-102X EXISTING BASEMENT LEVEL PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND 2'-0"5'-6"13'-6"28'-0"18'-0"9'-2"8'-10" 4'-0" 2'-0" 5'-6" 8'-0" 5'-6" 16'-0" 3'-6" 6'-6" 2'-0" T.O. FF 89'-7" T.O. GARAGE LEVEL PATIO (VIF) 89'-4" T.O. DRIVEWAY AT GARAGE (VIF) 89'-4" FRONT PORCH ABOVE PATIO ABOVE EGRESS WELL TO BE REMOVED AND RELOCATED EGRESS WELL TO BE RECONFIGURED UP DN SIDE YARD SETBACK S I D E Y A R D S E T B A C K REAR YARD SETBACK FRONT YARD SETBACK PROPERTY LINE P R O P E R T Y L I N E GARAGE MUD GALLERY STUDY / BEDROOM MEDIA VESTIBULELAUNDRY GUEST MASTERBATH BATH CRAWL SPACE 1 A-201 2 A-201 3 A-202 4 A-202 9 9 NOTE: ALL INTERIOR WALLS INDICATED THIS LEVEL TO BE RECONFIGURED TO NEW LAYOUT THAT MEETS CURRENT EGRESS REQUIREMENTS EGRESS WELL TO BE REMOVED AND RELOCATED SITE WALL TO BE REMOVED 4 4 6 6 7 7 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I N 0 4'8'12'SCALE: 3/16" = 1'-0"1 EXISTING GARAGE (MIDDLE) LEVEL PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-103X EXISTING GARAGE LEVEL PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND FF 2'-0"5'-6"13'-6"28'-0"18'-0"9'-2"8'-10" 2'-0" 6'-6" 3'-6" 16'-0" 5'-6" 8'-0" 5'-6" 2'-0" 4'-0" T.O. FINISH FLOOR 100'-3" T.O. PLY 100'-0"T.O. DECK (VIF) 100'-2" T.O. DECK 100'-2"T.O. PATIO (VIF) 100'-2" T.O. PATIO (VIF) 100'-2" T.O. FINISH FLOOR 94'-8" T.O. FRONT PORCH (VIF) 94'-6" 1 A-201 2 A-201 3 A-202 4 A-202 EXISTING ROOF AND WALLS SURROUNDING EXISTING DECK TO BE REMOVED, EXISTING DECK TO BE REMOVED AND ENCLOSED GARAGE ROOF APRON TO BE REMOVED EGRESS WELL TO BE REMOVED AND RELOCATED EGRESS WELL TO BE RECONFIGURED DN DN SIDE YARD SETBACK S I D E Y A R D S E T B A C K REAR YARD SETBACK FRONT YARD SETBACK PROPERTY LINE P R O P E R T Y L I N E PWDER MASTER BATH 202 CLOSET 203 CLOSET 204 DINING ROOM 201 FAMILY ROOM 208 GREAT ROOM 209 ENTRY 210 MASTER BEDROOM 205 GREAT ROOM 209 9 9 RG 4 4 6 6 7 7 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I EXISTING PATIO TO BE REMOVED EXISTING DECK TO BE REFINISHED EXISTING DECK TO BE REMOVED FRONT PORCH TO BE RECONFIGURED EXISTING ADU TO BE REPLACED BY NEW GARAGE SOME WALLS TO REMAIN EGRESS WELL TO BE REMOVED AND RELOCATED KITCHEN 207 N 0 4'8'12'SCALE: 3/16" = 1'-0"1 EXISTING MAIN LEVEL PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-104X EXISTING MAIN LEVEL PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 PROPOSED STANDING SEAM ROOF EXISTING STRUCTURE TO BE REFINISHED WITH SINGLE PLY SELF ADHERING WATERPROOF MEMBRANE EXISTING SHAKE ROOF TO BE REFINISHED EXISTING STRUCTURE TO BE REFINISHED WITH STANDING SEAM METAL ROOF MATERIAL LEGEND PROPOSED SINGLE PLY SELF ADHERING WATERPROOF MEMBRANE T.O. RIDGE (VIF) 118'-01/2" T.O. RIDGE (VIF) 121'-93/4" T.O. RIDGE (VIF) 119'-55/8" EXISTING ROOFS AT THE CURRENT DINING AND EXTERIOR DECK AREA TO BE REMOVED EXISTING ROOFS AT THE CURRENT DINING AND EXTERIOR DECK AREA TO BE REMOVED EXISTING ROOFS AT THE CURRENT DINING AND EXTERIOR DECK AREA TO BE REMOVED 13:1213:12 10:12 10:12 13:12 13:12 10:12 13:12 13:12 13:12 SIDE YARD SETBACK S I D E Y A R D S E T B A C K REAR YARD SETBACK FRONT YARD SETBACK PROPERTY LINE P R O P E R T Y L I N E 9 9 4 4 6 6 7 7 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I T.O. STONE CAP (VIF) 125'-5" T.O. CHIMNEY CAP (VIF) 123'-1" T.O. RIDGE (VIF) 118'-01/2" T.O. RIDGE (VIF) 119'-43/4" EXISTING ROOF STRUCTURE TO REMAIN 10:12 10:12 10:12 10:12 13:12 4:12 N 0 4'8'12'SCALE: 3/16" = 1'-0"1 EXISTING ROOF PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-105X EXISTING ROOF PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND 2'-0"5'-6"13'-6"4'-111/2"23'-01/2"18'-0"9'-2"8'-10"5'-0"22'-41/2" 4'-0" 2'-0" 5'-6" 8'-0" 5'-6" 16'-0" 3'-6" 6'-6" 2'-0" 3'-101/2" 8'-101/2" T.O. FF 79'-0" T.O. SLAB 78'-9" 43 43 4343 43 NEW ELEVATOR UP A-102.1 A-102.2 STAIR 001 STAIR 001 BATH 004 MECH 006 GAME ROOM 002 BEDROOM 009 BATH 007 BATH 015 BEDROOM 016 BEDROOM 022 BATH 020 HALL 019 PWDR 025 BATH 010 BEDROOM 008 CRAWL SPACE BATH 013 GYM 012 MECH 014 NANNY 003 LAUNDRY 005 CLO. 011 CLO. 017 CLO. 021 SNACK BAR 024 BOOTH 023 CLO. 026 1 A-201 2 A-201 3 A-202 4 A-202 9 9 4 4 6 6 7 7 10 10 5 5 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I 11 11 K K L L N 0 4'8'12'SCALE: 3/16" = 1'-0"1 PROPOSED BASEMENT LEVEL PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-102 PROPOSED BASEMENT LEVEL PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 T.O. FF 79'-0" T.O. SLAB 78'-9" 43 NEW ELEVATOR UP A-102.1 A-102.2 STAIR 001 STAIR 001 BATH 004 MECH 006 GAME ROOM 002 BATH 007 BEDROOM 008 CRAWL SPACE NANNY 003 LAUNDRY 005 1 A-201 2 A-201 4 651 C B A D E F G H J 2 3 I K L 0 2'4'8'SCALE: 1/4" = 1'-0"1 PROPOSED BASEMENT LEVEL PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-102.1 ENLARGED PROPSED BASEMENT PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 4'-0" 2'-0" 5'-6" 8'-0" 5'-6" 16'-0" 3'-6" 6'-6" 2'-0" 3'-101/2" 8'-101/2" T.O. FF 79'-0" T.O. SLAB 78'-9" 43 4343 43 NEW ELEVATOR UP A-102.1 A-102.2 STAIR 001 STAIR 001 GAME ROOM 002 BEDROOM 009 BATH 015 BEDROOM 016 BEDROOM 022 BATH 020 HALL 019 PWDR 025 BATH 010 BEDROOM 008 BATH 013 GYM 012 MECH 014 CLO. 011 CLO. 017 CLO. 021 SNACK BAR 024 BOOTH 023 CLO. 026 1 A-201 4 A-202 97 108 C B A D E F G H J I 11 K L 0 2'4'8'SCALE: 1/4" = 1'-0"1 PROPOSED BASEMENT LEVEL PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-102.2 ENLARGED PROPOSED BASEMENT PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 4'-0" 2'-0" 5'-6" 8'-0" 5'-6" 16'-0" 3'-6" 6'-6" 2'-0" 3'-101/2" 8'-101/2" 2'-0"5'-6"13'-6"4'-111/2"23'-01/2"18'-0"9'-2"8'-10"5'-0"22'-41/2" T.O. FF 89'-7" T.O. PLY 89'-4" T.O. ENTRY PATIO 89'-7" T.O. GARAGE SLAB 89'-4" T.O. WALL 91'-9"T.O. WALL 92'-9" 4343 1643 1643 PROPOSED ELEVATOR UP PROPOSED ADDITIONPROPOSED RENOVATION FRONT PORCH ABOVE PATIO ABOVE DN A-103.1 A-103.2 STAIR 101 REC ROOM 102 BEDROOM 103 BATHROOM 104 BEDROOM 108 BATH 106 BEDROOM 110 MUDROOM 115 POWDER 117 BEDROOM 119 CLO. 105 ENTRY 118 GARAGE 120 VESTIBULE 109 GARAGE 116 CLO. 120 BATH 121 CRAWL SPACE BEDROOM 113 CLO. 107 BATH 111 BATH 112 CLO. 111 CLO. 112 1 A-201 2 A-201 3 A-202 4 A-202 9 9 4 4 6 6 7 7 10 10 5 5 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I 11 11 K K L L EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND N 0 4'8'12'SCALE: 3/16" = 1'-0"1 PROPOSED GARAGE (MIDDLE) LEVEL PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-103 PROPOSED GARAGE LEVEL PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 T.O. FF 89'-7" T.O. PLY 89'-4" 1643 1643 PROPOSED ELEVATOR UP PROPOSED RENOVATION FRONT PORCH ABOVE PATIO ABOVE A-103.1 A-103.2 STAIR 101 REC ROOM 102 BEDROOM 103 BATHROOM 104 BEDROOM 108 BATH 106 BEDROOM 110 CLO. 105 VESTIBULE 109 CRAWL SPACE CLO. 107 BATH 111 BATH 112 CLO. 111 CLO. 112 1 A-201 2 A-201 4 651 C B A D E F G H J 2 3 I K L 0 2'4'8'SCALE: 1/4" = 1'-0"1 PROPOSED GARAGE (MIDDLE) LEVEL PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-103.1 ENLARGED GARAGE LEVEL PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 4'-0" 2'-0" 5'-6" 8'-0" 5'-6" 16'-0" 3'-6" 6'-6" 2'-0" 3'-101/2" 8'-101/2" T.O. FF 89'-7" T.O. PLY 89'-4" T.O. ENTRY PATIO 89'-7" T.O. GARAGE SLAB 89'-4" T.O. WALL 91'-9"T.O. WALL 92'-9" 4343 PROPOSED ELEVATOR UP PROPOSED ADDITIONPROPOSED RENOVATION FRONT PORCH ABOVE PATIO ABOVE DN A-103.1 A-103.2 STAIR 101 REC ROOM 102 MUDROOM 115 POWDER 117 BEDROOM 119 ENTRY 118 GARAGE 120 GARAGE 116 CLO. 120 BATH 121 BEDROOM 113 BATH 111 BATH 112 CLO. 111 CLO. 112 1 A-201 4 A-202 97 108 C B A D E F G H J I 11 K L 0 2'4'8'SCALE: 1/4" = 1'-0"1 PROPOSED GARAGE (MIDDLE) LEVEL PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-103.2 ENLARGED GARAGE LEVEL PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 FF W 2'-0"5'-6"13'-6"4'-111/2"23'-01/2"18'-0"9'-2"8'-10"5'-0"22'-41/2" 4'-0" 2'-0" 5'-6" 8'-0" 5'-6" 16'-0" 3'-6" 6'-6" 2'-0" 3'-101/2" 8'-101/2" T.O. FF 100'-3" T.O. PLY 100'-0" T.O. PORCH FINISH 94'-33/4" T.O. ROOF DECK FINISH 100'-3" T.O. PROPOSED PATIO 99'-9" T.O. PATIO 100'-3"101'-3" T.O. ROOF DECK FINISH 100'-3" 1 A-201 2 A-201 3 A-202 4 A-202 4343 43 43 32 PROPOSED ROOF OVER AUTO COURT ENTRY FRONT PORCH PER RDS PROPOSED PATIO TO BE WITHIN 30" OF FINISHED GRADE 4343 4343 32 PROPOSED ROOF OVER AUTO COURT ENTRY PROPOSED PLANTER FRONT PORCH PER RDS PROPOSED PATIO TO BE WITHIN 6" OF FINISHED GRADE 4343 PROPOSED PATIO PROPOSED ROOF DECK AUTOCOURT BELOW PROPOSED PATIO PROPOSED ROOF DECK W/D AUTOCOURT BELOW DN PROPOSED PATIO PROPOSED SPA PROPOSED PLANTER PROPOSED PLANTER STEP STEP A-104.1 A-104.2 9 9 4 4 6 6 7 7 10 10 5 5 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I 11 11 K K L L RG PLANTER AT ROOF DECK KITCHEN 212 BREAKFAST 213 LIVING ROOM 214 DINING ROOM 202 MASTER BEDROOM 209 MASTER BATH 205 CLOSET 208 CLOSET 207 WC 206 LAUNDRY 204 STAIR 201 POWDER 203 PANTRY 211 EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND N 0 4'8'12'SCALE: 3/16" = 1'-0"1 PROPOSED MAIN LEVEL PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-104 PROPOSED MAIN LEVEL PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 FF W T.O. FF 100'-3" T.O. PLY 100'-0" T.O. PORCH FINISH 94'-33/4" T.O. PROPOSED PATIO 99'-9" T.O. PATIO 100'-3"101'-3" T.O. ROOF DECK FINISH 100'-3" 1 A-201 2 A-201 4343 FRONT PORCH PER RDS 4343 4343 FRONT PORCH PER RDS PROPOSED PATIOPROPOSED PATIO W/D DN PROPOSED PATIO STEP STEP A-104.1 A-104.2 4 651 C B A D E F G H J 2 3 I K L RG KITCHEN 212 BREAKFAST 213 DINING ROOM 202 MASTER BEDROOM 209 MASTER BATH 205 CLOSET 208 CLOSET 207 WC 206 LAUNDRY 204 STAIR 201 POWDER 203 PANTRY 211 0 2'4'8'SCALE: 1/4" = 1'-0"1 PROPOSED MAIN LEVEL PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-104.1 ENLARGED MAIN LEVEL PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 4'-0" 2'-0" 5'-6" 8'-0" 5'-6" 16'-0" 3'-6" 6'-6" 2'-0" 3'-101/2" 8'-101/2" T.O. FF 100'-3" T.O. PLY 100'-0" T.O. PORCH FINISH 94'-33/4" T.O. ROOF DECK FINISH 100'-3" T.O. PROPOSED PATIO 99'-9" T.O. ROOF DECK FINISH 100'-3" 1 A-201 4 A-202 43 43 32 PROPOSED ROOF OVER AUTO COURT ENTRY PROPOSED PATIO TO BE WITHIN 30" OF FINISHED GRADE 32 PROPOSED ROOF OVER AUTO COURT ENTRY PROPOSED PLANTER PROPOSED PATIO TO BE WITHIN 6" OF FINISHED GRADE 4343 PROPOSED ROOF DECK AUTOCOURT BELOW PROPOSED ROOF DECK AUTOCOURT BELOW DN PROPOSED PATIO PROPOSED SPA PROPOSED PLANTER PROPOSED PLANTER STEP STEP A-104.1 A-104.2 97 108 C B A D E F G H J I 11 K L PLANTER AT ROOF DECK BREAKFAST 213 LIVING ROOM 214 STAIR 201 0 2'4'8'SCALE: 1/4" = 1'-0"1 PROPOSED MAIN LEVEL PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-104.2 ENLARGED MAIN LEVEL PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 1 A-201 2 A-201 3 A-202 4 A-202 T.O. PORCH ROOF AT EDGE 101'-101/2" T.O. PORCH ROOF AT EDGE 98'-81/4" T.O. RIDGE 116'-61/8" T.O. RIDGE (VIF) 118'-01/2" T.O. RIDGE (VIF) 121'-93/4" T.O. RIDGE (VIF) 119'-55/8" 13:1213:12 10:12 10:12 13:12 13:12 10:12 2:12 2:12 2:12 2:12 2:12 6:12 6:12 13:12 13:12 13:12 SIDE YARD SETBACK S I D E Y A R D S E T B A C K REAR YARD SETBACK FRONT YARD SETBACK PROPERTY LINE P R O P E R T Y L I N E A-105.1 A-105.2 9 9 4 4 6 6 7 7 10 10 5 5 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I 11 11 K K L L T.O. PERGOLA 111'-21/2" T.O. CHIMNEY CAP 123'-6" T.O. CHIMNEY CAP (VIF) 123'-1" T.O. STONE CAP 113'-11/4" T.O. RIDGE (VIF) 118'-01/2" T.O. RIDGE (VIF) 119'-43/4" T.O. RIDGE (VIF) 118'-01/2" EXISTING ROOF STRUCTURE TO REMAIN 10:12 10:12 10:12 10:12 13:12 4:12 PROPOSED FRONT PORCH ROOF PROPOSED ROOF EXTENSION PROPOSED STANDING SEAM ROOF EXISTING STRUCTURE TO BE REFINISHED WITH SINGLE PLY SELF ADHERING WATERPROOF MEMBRANE EXISTING SHAKE ROOF TO BE REFINISHED EXISTING STRUCTURE TO BE REFINISHED WITH STANDING SEAM METAL ROOF MATERIAL LEGEND PROPOSED SINGLE PLY SELF ADHERING WATERPROOF MEMBRANE N 0 4'8'12'SCALE: 3/16" = 1'-0"1 PROPOSED ROOF PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-105 PROPOSED ROOF PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 1 A-201 2 A-201 T.O. PORCH ROOF AT EDGE 101'-101/2" T.O. RIDGE 116'-61/8" T.O. RIDGE (VIF) 118'-01/2" T.O. RIDGE (VIF) 121'-93/4" 13:1213:12 13:12 13:12 10:12 2:12 2:12 6:12 6:12 13:12 13:12 13:12 SIDE YARD SE TBACK S I D E Y A R D S E T B A C K P R O P E R T Y L I N E A-105.1 A-105.2 4 651 C B A D E F G H J 2 3 I K L T.O. CHIMNEY CAP (VIF) 123'-1" T.O. STONE CAP 113'-11/4" T.O. RIDGE (VIF) 118'-01/2" T.O. RIDGE (VIF) 119'-43/4" T.O. RIDGE (VIF) 118'-01/2" EXISTING ROOF STRUCTURE TO REMAIN 10:12 13:12 4:12 PROPOSED FRONT PORCH ROOF PROPOSED ROOF EXTENSION 0 2'4'8'SCALE: 1/4" = 1'-0"1 PROPOSED ROOF PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-105.1 ENLARGED ROOF LEVEL PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 1 A-201 4 A-202 T.O. PORCH ROOF AT EDGE 101'-101/2" T.O. PORCH ROOF AT EDGE 98'-81/4" T.O. RIDGE (VIF) 121'-93/4" T.O. RIDGE (VIF) 119'-55/8" 13:1213:12 10:12 10:12 10:12 2:12 2:12 2:12 2:12 FRONT YARD SETBACK A-105.1 A-105.2 97 108 C B A D E F G H J I 11 K L T.O. PERGOLA 111'-21/2" T.O. CHIMNEY CAP 123'-6" 10:12 10:12 10:12 10:12 PROPOSED FRONT PORCH ROOF 0 2'4'8'SCALE: 1/4" = 1'-0"1 PROPOSED ROOF PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-105.2 ENLARGED ROOF LEVEL PLAN 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 6 7 948123 27'-8" VIF 10'-7" 5'-2" 5'-6" 10'-9" 8'-85/8" 2'-41/8" EXISTING MASTER BEDROOM WING TO REMAIN, EXTERIOR FINISHES TO BE REPLACED FRONT SETBACK MASTER BEDROOM WING TO REMAIN, EXTERIOR FINISHES TO BE REPLACED ALL STRUCTURAL CHANGES TO OCCUR TO THE RIGHT OF THE DASHED LINE 12 10 12 13 12 13 12 13 12 13 12 13 RIDGE HEIGHT (VIF) 121'-93/4" RIDGE HEIGHT (VIF) 119'-55/8" T.O. PLATE 110'-9" T.O. PLY AT MAIN LEVEL 100'-0" T.O. PLY AT GARAGE LEVEL 89'-4" T.O. SLAB AT BASEMENT 78'-9" T.O. FRONT PORCH 94'-6" J I H G F E D C B A 15'-219/32" VIF 10'-7" 10'-8" 9'-5" 10'-05/8" 2'-41/8" EXISTING MASTER BEDROOM WING TO REMAIN, STONE AND ROOF FINISHES TO BE REPLACED 12 13 12 13 12 13 12 13 RIDGE HEIGHT (VIF) 121'-93/4" RIDGE HEIGHT (VIF) 119'-55/8" T.O. PLATE 110'-9" T.O. PLY AT MAIN LEVEL 100'-0" T.O. PLY AT GARAGE LEVEL 89'-4" T.O. SLAB AT BASEMENT 78'-9" 0 4'8'12'SCALE: 3/16" = 1'-0"1 EXISTING NORTHWEST ELEVATION 0 4'8'12'SCALE: 3/16" = 1'-0"2 EXISTING NORTHEAST ELEVATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-201X EXISTING ELEVATIONS 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 8 69 4 3 2 17 10'-7" 10'-8" 10'-9" 8'-85/8" 2'-41/8" EXISTING MASTER BEDROOM WING TO REMAIN, STONE AND ROOF FINISHES TO BE REPLACED ADU TO BE REMOVED, SOME WALLS TO REMAIN ROOF FINISH TO BE REPLACED WITH STANDING SEAM METAL NEW EXTERIOR DOORS TO ACCESS NEW PATIO AT GRADE 21 20 21 18 FRONT SETBACK 12 10 12 13 12 13 12 13 12 13 12 10 FRONT SETBACK MASTER BEDROOM WING TO REMAIN, EXTERIOR FINISHES TO BE REPLACED ALL STRUCTURAL CHANGES TO OCCUR TO THE LEFT OF THE DASHED LINE RIDGE HEIGHT (VIF) 121'-93/4" RIDGE HEIGHT (VIF) 119'-55/8" T.O. PLATE 110'-9" T.O. PLY AT MAIN LEVEL 100'-0" T.O. PLY AT GARAGE LEVEL 89'-4" T.O. SLAB AT BASEMENT 78'-9" T.O. PLATE 109'-5" A B C D E F G H I J 10'-7" 5'-2" 5'-6" 10'-9" 8'-85/8" 2'-41/8"12 10 12 10 12 10 RIDGE HEIGHT (VIF) 121'-93/4" RIDGE HEIGHT (VIF) 119'-55/8" T.O. PLATE 110'-9" T.O. PLY AT MAIN LEVEL 100'-0" T.O. PLY AT GARAGE LEVEL 89'-4" T.O. SLAB AT BASEMENT 78'-9" T.O. FRONT PORCH 94'-6" 0 4'8'12'SCALE: 3/16" = 1'-0"3 EXISTING SOUTHEAST ELEVATION 0 4'8'12'SCALE: 3/16" = 1'-0"4 EXISTING SOUTHWEST ELEVATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-202X EXISTING ELEVATIONS 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 5 6 7 94 108123 11 7'-0" ENTRY DOOR HEIGHT 14'-111/2" 27'-8" VIF 10'-7" 4'-93/4" 5'-101/4" 10'-9" 5'-91/8" 2'-111/2" 2'-41/8" 17 21 19 20 EXISTING MASTER BEDROOM WING TO REMAIN, EXTERIOR FINISHES TO BE REPLACED 56 23 15 13 14 56 23 12 10 11 48 35 36 09 08 20 21 18 RIDGE HEIGHT (VIF) 121'-93/4" RIDGE HEIGHT (VIF) 119'-55/8" T.O. PLATE 110'-9" T.O. PLY AT MAIN LEVEL 100'-0" T.O. PLY AT GARAGE LEVEL 89'-4" T.O. SLAB AT BASEMENT 78'-9" FRONT SETBACK MASTER BEDROOM WING TO REMAIN, EXTERIOR FINISHES TO BE REPLACED ALL STRUCTURAL CHANGES TO OCCUR TO THE RIGHT OF THE DASHED LINE T.O. SLAB AT FRONT PORCH 94'-13/4" 12 13 12 10 12 13 12 13 12 13 12 13 12 13 12 13 12 2 12 2 RIDGE HEIGHT (VIF) 116'-61/8" A-203A-204 L K J I H G F E D C B A 10'-7" 10'-8" 10'-9" 8'-85/8" 2'-41/8" 21 20 17 23 19 21 23 EXISTING MASTER BEDROOM WING TO REMAIN, STONE AND ROOF FINISHES TO BE REPLACED 12 13 12 13 12 13 12 13 RIDGE HEIGHT (VIF) 121'-93/4" RIDGE HEIGHT (VIF) 119'-55/8" T.O. PLATE 110'-9" T.O. PLY AT MAIN LEVEL 100'-0" T.O. PLY AT GARAGE LEVEL 89'-4" T.O. SLAB AT BASEMENT 78'-9" T.O. PLATE 109'-5" 0 4'8'12'SCALE: 3/16" = 1'-0"1 PROPOSED NORTHWEST ELEVATION 0 4'8'12'SCALE: 3/16" = 1'-0"2 PROPOSED NORTHEAST ELEVATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-201 PROPOSED ELEVATIONS 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 8 611109 5 4 3 2 17 2'-6" 3'-2" 10'-7" 10'-8" 9'-5" 1'-4" 5'-91/8" 2'-111/2" 2'-41/8" 17 21 19 20 EXISTING MASTER BEDROOM WING TO REMAIN, STONE AND ROOF FINISHES TO BE REPLACED 56 23 53 STEEL SHADE STRUCTURE, > 50% OPEN TO ABOVE NEW EXTERIOR DOORS TO ACCESS NEW PATIO AT GRADE 21 20 21 3131 20 18 FRONT SETBACK 12 10 12 13 12 13 12 13 12 13 12 10 FRONT SETBACK MASTER BEDROOM WING TO REMAIN, EXTERIOR FINISHES TO BE REPLACED ALL STRUCTURAL CHANGES TO OCCUR TO THE LEFT OF THE DASHED LINE RIDGE HEIGHT (VIF) 121'-93/4" RIDGE HEIGHT (VIF) 119'-55/8" T.O. PLATE 110'-9" T.O. PLY AT MAIN LEVEL 100'-0" T.O. PLY AT GARAGE LEVEL 89'-4" T.O. SLAB AT BASEMENT 78'-9" RIDGE HEIGHT (VIF) 116'-61/8" T.O. PLATE 109'-5" A-206A-207 A B C D E F G H I J K L 8'-0" 10'-7" 4'-93/4" 5'-101/4" 10'-9" 8'-85/8" 2'-41/8" 13 14 15 17 21 19 20 23 3131 48 23 53 35 49 36 36 08 20 21 36 12 10 12 10 12 10 12 10 RIDGE HEIGHT (VIF) 121'-93/4" RIDGE HEIGHT (VIF) 119'-55/8" T.O. PLATE 110'-9" T.O. PLY AT MAIN LEVEL 100'-0" T.O. PLY AT GARAGE LEVEL 89'-4" T.O. SLAB AT BASEMENT 78'-9" T.O. SLAB AT FRONT PORCH 94'-13/4" 0 4'8'12'SCALE: 3/16" = 1'-0"3 PROPOSED SOUTHEAST ELEVATION 0 4'8'12'SCALE: 3/16" = 1'-0"4 PROPOSED SOUTHWEST ELEVATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-202 PROPOSED ELEVATIONS 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 7 9 108 11 7'-0" ENTRY DOOR HEIGHT 27'-8" VIF 10'-7" 4'-93/4" 5'-101/4" 10'-9" 5'-91/8" 2'-111/2" 2'-41/8" 56 23 15 13 14 23 12 10 11 48 35 36 09 08 20 21 RIDGE HEIGHT (VIF) 121'-93/4" RIDGE HEIGHT (VIF) 119'-55/8" T.O. PLATE 110'-9" T.O. PLY AT MAIN LEVEL 100'-0" T.O. PLY AT GARAGE LEVEL 89'-4" T.O. SLAB AT BASEMENT 78'-9" FRONT SETBACK T.O. SLAB AT FRONT PORCH 94'-13/4" 12 13 12 10 12 13 12 13 12 13 12 2 RIDGE HEIGHT (VIF) 116'-61/8" A-203A-204 0 2'4'8'SCALE: 1/4" = 1'-0"1 PROPOSED NORTHWEST ELEVATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-203 ENLARGED PROPOSED ELEVATION 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 RIDGE HEIGHT (VIF) 121'-93/4" RIDGE HEIGHT (VIF) 119'-55/8" T.O. PLATE 110'-9" T.O. PLY AT MAIN LEVEL 100'-0" T.O. PLY AT GARAGE LEVEL 89'-4" T.O. SLAB AT BASEMENT 78'-9" T.O. SLAB AT FRONT PORCH 94'-13/4" RIDGE HEIGHT (VIF) 116'-61/8" 5 64123 7'-0" ENTRY DOOR HEIGHT 14'-111/2" 27'-8" VIF 17 21 19 20 EXISTING MASTER BEDROOM WING TO REMAIN, EXTERIOR FINISHES TO BE REPLACED 56 18 MASTER BEDROOM WING TO REMAIN, EXTERIOR FINISHES TO BE REPLACED ALL STRUCTURAL CHANGES TO OCCUR TO THE RIGHT OF THE DASHED LINE 12 13 12 13 12 13 12 13 12 13 12 13 12 13 12 2 A-203A-204 0 2'4'8'SCALE: 1/4" = 1'-0"1 PROPOSED NORTHWEST ELEVATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-204 ENLARGED PROPOSED ELEVATION 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 L K J I H G F E D C B A 10'-7" 10'-8" 10'-9" 8'-85/8" 2'-41/8" 21 20 17 23 19 21 23 EXISTING MASTER BEDROOM WING TO REMAIN, STONE AND ROOF FINISHES TO BE REPLACED 12 13 12 13 12 13 12 13 RIDGE HEIGHT (VIF) 121'-93/4" RIDGE HEIGHT (VIF) 119'-55/8" T.O. PLATE 110'-9" T.O. PLY AT MAIN LEVEL 100'-0" T.O. PLY AT GARAGE LEVEL 89'-4" T.O. SLAB AT BASEMENT 78'-9" T.O. PLATE 109'-5" 0 2'4'8'SCALE: 1/4" = 1'-0"2 PROPOSED NORTHEAST ELEVATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-205 ENLARGED PROPOSED ELEVATION 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 6 5 4 3 2 1 2'-6" 3'-2" 10'-7" 10'-8" 9'-5" 1'-4" 5'-91/8" 2'-111/2" 2'-41/8" EXISTING MASTER BEDROOM WING TO REMAIN, STONE AND ROOF FINISHES TO BE REPLACED 56 23 NEW EXTERIOR DOORS TO ACCESS NEW PATIO AT GRADE 21 20 21 12 13 12 13 12 13 12 13 12 10 MASTER BEDROOM WING TO REMAIN, EXTERIOR FINISHES TO BE REPLACED ALL STRUCTURAL CHANGES TO OCCUR TO THE LEFT OF THE DASHED LINE RIDGE HEIGHT (VIF) 121'-93/4" RIDGE HEIGHT (VIF) 119'-55/8" T.O. PLATE 110'-9" T.O. PLY AT MAIN LEVEL 100'-0" T.O. PLY AT GARAGE LEVEL 89'-4" T.O. SLAB AT BASEMENT 78'-9" RIDGE HEIGHT (VIF) 116'-61/8" T.O. PLATE 109'-5" A-206A-207 0 2'4'8'SCALE: 1/4" = 1'-0"3 PROPOSED SOUTHEAST ELEVATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-206 ENLARGED PROPOSED ELEVATION 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 10'-7" 10'-8" 9'-5" 1'-4" 5'-91/8" 2'-111/2" 2'-41/8" EXISTING MASTER BEDROOM WING TO REMAIN, STONE AND ROOF FINISHES TO BE REPLACED RIDGE HEIGHT (VIF) 121'-93/4" RIDGE HEIGHT (VIF) 119'-55/8" T.O. PLATE 110'-9" T.O. PLY AT MAIN LEVEL 100'-0" T.O. PLY AT GARAGE LEVEL 89'-4" T.O. SLAB AT BASEMENT 78'-9" RIDGE HEIGHT (VIF) 116'-61/8" T.O. PLATE 109'-5" 811109 7 3'-2" 17 21 19 20 56 23 53 STEEL SHADE STRUCTURE, > 50% OPEN TO ABOVE 3131 20 18 FRONT SETBACK 12 10 12 13 12 13 FRONT SETBACK A-206A-207 0 2'4'8'SCALE: 1/4" = 1'-0"3 PROPOSED SOUTHEAST ELEVATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-207 ENLARGED PROPOSED ELEVATION 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 A B C D E F G H I J K L 8'-0" 10'-7" 4'-93/4" 5'-101/4" 10'-9" 8'-85/8" 2'-41/8" 13 14 15 17 21 19 20 23 3131 48 23 53 35 49 36 36 08 20 21 36 12 10 12 10 12 10 12 10 RIDGE HEIGHT (VIF) 121'-93/4" RIDGE HEIGHT (VIF) 119'-55/8" T.O. PLATE 110'-9" T.O. PLY AT MAIN LEVEL 100'-0" T.O. PLY AT GARAGE LEVEL 89'-4" T.O. SLAB AT BASEMENT 78'-9" T.O. SLAB AT FRONT PORCH 94'-13/4" 0 2'4'8'SCALE: 1/4" = 1'-0"4 PROPOSED SOUTHWEST ELEVATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-208 ENLARGED PROPOSED ELEVATION 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION A-203 STREETSCAPE ELEVATIONS 8/25/20 KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC FOR UMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DRAWING ISSUANCE INDEX ID NAME ISSUED DATE NOT FOR CONSTRUCTION PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 56'-3"15'-3"6'-9"5'-51/8" 15'-103/4" 78'-3" 2'-21/4" 5'-113/4" HISTORIC RESOURCE 114 NEALE AVE INTERSECTION OF PROPERTY LINE AT STREET ALL ABOVE GRADE WORK TO OCCUR TO THE RIGHT OF THE RED LINE PROJECT SITE 110 NEALE AVE 25' HEIGHT LIMIT 56'-3"15'-3"6'-11"7'-33/4"6'-55/8" 78'-3" 2'-8" INTERSECTION OF PROPERTY LINE AT STREET HISTORIC RESOURCE 114 NEALE AVE PROJECT SITE 110 NEALE AVE 0 4'8'16'SCALE: 1/8" = 1'-0"2 PROPOSED NEALE AVE ELEVATION 0 4'8'16'SCALE: 1/8" = 1'-0"1 EXISTING NEALE AVE ELEVATION S S S S C S S C C C S S S C STAIR 101 REC ROOM 102 BEDROOM 103 BATHROOM 104 BEDROOM 108 BATH 106 BEDROOM 110 MUDROOM 115 POWDER 117 BEDROOM 119 CLO. 105 ENTRY 118 GARAGE 120 VESTIBULE 109 GARAGE 116 CLO. 120 BATH 121 CRAWL SPACE BEDROOM 113 CLO. 107 BATH 111 BATH 112 CLO. 111 CLO. 112 1 A-201 2 A-201 3 A-202 4 A-202 9 9 4 4 6 6 7 7 10 10 5 5 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I 11 11 K K L L EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND F S CO D P C W SPK REFLECTED CEILING PLAN LEGEND RECESSED DOWNLIGHT CAN RECESSED DOWNLIGHT CAN (WET) RECESSED PIN/ PUCK WALL-MOUNTED FIXTURE SURFACE / SEMI-SURFACE MOUNT SMOKE/CO DETECTOR CHANDELIER PENDANT TYP. LINEAR LED UNDERCAB RECESSED DIRECTIONAL PIN SPEAKER CEILING SPRINKLER HEAD BATH FAN TROFFER/ STRIP LIGHT RECESSED LED MULTIPLE SPOTS (2) RECESSED LED MULTIPLE SPOTS (3) TYP. LINEAR LED COVE LIGHTING R S WALL SPRINKLER SUPPLY VENT RETURN VENT N 0 4'8'12'SCALE: 3/16" = 1'-0"1 GARAGE LEVEL RCP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-704 GARAGE LEVEL RCP 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 FF W C C C C CC C SS SS SS S S S S 1 A-201 2 A-201 3 A-202 4 A-202 9 9 4 4 6 6 7 7 10 10 5 5 8 8 1 1 C C B B A A D D E E F F G G H H J J 2 2 3 3 I I 11 11 K K L L RG KITCHEN 212 BREAKFAST 213 LIVING ROOM 214 DINING ROOM 202 MASTER BEDROOM 209 MASTER BATH 205 CLOSET 208 CLOSET 207 WC 206 LAUNDRY 204 STAIR 201 POWDER 203 PANTRY 211 EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND F S CO D P C W SPK REFLECTED CEILING PLAN LEGEND RECESSED DOWNLIGHT CAN RECESSED DOWNLIGHT CAN (WET) RECESSED PIN/ PUCK WALL-MOUNTED FIXTURE SURFACE / SEMI-SURFACE MOUNT SMOKE/CO DETECTOR CHANDELIER PENDANT TYP. LINEAR LED UNDERCAB RECESSED DIRECTIONAL PIN SPEAKER CEILING SPRINKLER HEAD BATH FAN TROFFER/ STRIP LIGHT RECESSED LED MULTIPLE SPOTS (2) RECESSED LED MULTIPLE SPOTS (3) TYP. LINEAR LED COVE LIGHTING R S WALL SPRINKLER SUPPLY VENT RETURN VENT N 0 4'8'12'SCALE: 3/16" = 1'-0"1 MAIN LEVEL RCP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DRIVEWAY PER CITY ORD 66 SECTION 1 NEW CITY DRAINAGE PIPE PER CIVIL ENG SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12 SERIES OF 2013 UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER 26.575.020.E.5.k SITE RETAINING WALL <30" ABOVE GRADE PER 26.575.020.E.5.k ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1 WINDOW PLACEMENT PER RDS 26.410.030.E.2.C R-6 ZONE DISTRICT HEIGHT LIMIT 25' CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.a EXTERIOR LIGHTING TBD 1/3 POINT FROM EAVE TO RIDGE FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE NEW STONE COLUMN BASE INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION FULL WIDTH STONE VENEER TBD WOOD RAINSCREEN TBD WINDOW TRIM TBD CLASS B MASONRY ROOF SHINGLE PER ARCH MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF ROOF PER 26.575.020.F.4.e EXISTING GAS FIREPLACE APPLIANCE TO REMAIN NON-COMBUSTIBLE FRAMING, TYP LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310 LIFE + SAFETY WOOD HEADER + MASONRY SILL PER ARCH LINE OF EXTERIOR WALL BELOW AC UNITS GAS + ELECTRIC METERS NEW TIMBER COLUMN HANDRAIL PER IRC 312.2 MIN HEIGHT 34" GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT POINT LOAD PER 301.5 EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP GRATE AND REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN; TYP GARAGE / DWELLING FIRE SEPARATION PER IRC R302.6; TYP SLOPE 1/4" PER 1' FOR DRAINAGE ROOF OVERHANG SEWAGE EJECTOR ACCESS LOCATION ELECTRICAL PANEL LOCATION EGRESS SILL 3'-6" AFF BUILT-IN MILLWORK RADON VENT PIPE SNOW STOPS / SNOW FENCE DOWNSPOUT EXHAUST FLUE VENT; TYP GUTTER EXISTING GRADE STONE CHIMNEY CAP STANDING SEAM METAL ROOF ROOF DECK MATERIAL TBD EXTERIOR RAILING MATERIAL TBD PATIO MATERIAL TBD DRIVEWAY MATERIAL TBD DECORATIVE STEEL, PER STRUCT SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2 GARAGE DOOR PER RDS 26.410.030.C.4.D.2 OPEN FRONT PORCH PER RDS 26.410.030.D.1.D.2 FRONT DOOR PER RDS 26.410.030.D.2.C ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C LIGHT WELL PER RDS 26.410.030.E.4.C BUILDING MATERIALS PER RDS 26.410.030.E.5.C LINE OF FOUNDATION WALL BELOW PROPOSED GRADE STUCCO TBD RETAINING WALL EXTERIOR GUARDRAIL PER R311.7.7 LINE OF EXISTING FOUNDATION LINE OF ROOF ABOVE MECH / FIREPLACE CHASE PATIO SNOWMELT PER IBC 1140.1 INFLECTION CODE RDS.E.2 WILDLIFE-RESISTANT TRASH ENCLOSURE PER 26.575.020.E.5.t STONE PLANTER COPYRIGHT KEYNOTE LEGEND PROJECT NO: DRAWN BY: FORUM PHI LLC Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DATE OF PUBLICATION A-705 MAIN LEVEL RCP 8/25/20 FOR UMPHI KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC NOT FOR CONSTRUCTION DRAWING ISSUANCE INDEX ID NAME ISSUED DATE PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION A-707 EXTERIOR LIGHTING SPECIFICATIONS 8/25/20 KP, BF 1911.00 ASPEN, CO 81611 110 NEALE AVE 17 QUEEN LLC FOR UMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DRAWING ISSUANCE INDEX ID NAME ISSUED DATE NOT FOR CONSTRUCTION PRE-APP SUBMITTAL 01/13/20 CONCEPTUAL HPC SUBMITTAL 05/01/20 HPC CONTINUANCE SUBMITTAL 07/07/20 HPC FINAL SUBMITTAL 08/24/20 PREMIER 4-FIN SCONCE #E20141 AND #E20135 SHOWN IN SATIN NICKEL 30 Liberty Ship Way Suite 3150 · Sausalito CA 94965 · T +1.415.778.4300 F +1.415.778.4319 · boydlighting.com Designed by Doyle Crosby. All products FOB Colorado Springs, CO. Please consult our website for current specifications. © 2006, 2008 Boyd Lighting E20141 Premier, 4-Fin Grande Sconce 14½" 22"16" 16" Net Wt. Height Width Projection (Cu/Al) 225 /8 " 14½" 16" 38/18 lbs 575 mm 368 mm 406 mm 17.2/8.2 kg Backplate: 125 /8 " H x 6¼" W; 321 x 159 mm Cage Height: 167/8"; 429 mm Center of outlet box to top of fixture: 31/8"; 79 mm For ADA compliance, height of center of outlet box above finished floor: 99½"; 2527 mm UL listed (or equivalent) for wet locations Diffuser: satin white acrylic Fixture constructed of either solid copper or solid aluminum Unlacquered satin copper has no protective coating and will patina over time LAMPING Incandescent • One, Medium base, A-21, 150w max • Compatible with LED Screw-in lamps Lamp not included with fixture. LED: GU-24 Base lamping may be able to meet current energy legislation; available upon request Fluorescent • One, CFTR26W/GX24q or One, CFTR32W/GX24q or One, CFTR42W/GX24q • Universal 120v-277v • Outdoor rated at -17˚C Upcharges will apply for fluorescent remote dimming. Contact your local Boyd rep with the specification of the dimming control system being used. HID - Ceramic Metal Halide • One, CMH39W/G8.5 • Outdoor rated at -30˚C Lamp not included with fixture. STANDARD FINISHES Copper • Antiqued Copper • Satin Copper (unlacquered) SPECIALTY FINISHES Copper • Satin Nickel Aluminum • Coffee Bean • Gloss White • Silver Fog OPTIONAL • Fluorescent Remote Dimming E20135 Premier, 4-Fin Sconce Net Wt. Height Width Projection (Cu/Al) 17" 10½" 127/8" 26/14 lbs 432 mm 267 mm 327 mm 11.8/6.4 kg Backplate: 10½" H x 5¼" W; 267 x 133 mm Cage Height: 12¼"; 311 mm Center of outlet box to top of fixture: 3"; 76 mm For ADA compliance, height of center of outlet box above finished floor: 94"; 2388 mm UL listed (or equivalent) for wet locations Diffuser: white cased glass Fixture constructed of either solid copper or solid aluminum Unlacquered satin copper has no protective coating and will patina over time LAMPING Incandescent • One, Medium base, A-21, 150w max • Compatible with LED Screw-in lamps Lamp not included with fixture LED: GU-24 Base lamping may be able to meet current energy legislation; available upon request Fluorescent • One, CFTR26W/GX24q-3 • Outdoor rated at -10˚C • Voltage 120v or 277v (non-dimming) Upcharges will apply for fluorescent remote dimming. Contact your local Boyd rep with the specification of the dimming control system being used. Lamp not included with fixture. STANDARD FINISHES Copper • Antiqued Copper • Satin Copper (unlacquered) SPECIALTY FINISHES Copper • Satin Nickel Aluminum • Coffee Bean • Gloss White • Silver Fog OPTIONAL • Fluorescent Remote Dimming 10½"12 " 17"12¼" PREMIER 4-FIN LANTERN #10125 SHOWN IN SATIN COPPER 30 Liberty Ship Way Suite 3150 · Sausalito CA 94965 · T +1.415.778.4300 F +1.415.778.4319 · boydlighting.com All products FOB Colorado Springs, CO. Designed by Doyle Crosby. Patent Design (Premier only): D532,147. Please consult our website for current specifications. © 2004 Boyd Lighting 10125 Premier, 4-Fin Lantern Net Wt. Height Diameter Cage Height (Cu/Al) Specify 121 /8 " 12¼" 19/12 lbs 308 mm 311 mm 8.6/5.4 kg Canopy: 5" dia x 1"; 127 x 25 mm UL listed (or equivalent) for damp locations Diffuser: white cased glass Fixture constructed of either solid copper or solid aluminum REQUIRED INFORMATION • Height Overall: 18" - 42"; 457 - 1067 mm LAMPING Incandescent • One, Medium base, A-21, 150w max • Compatible with LED Screw-in lamps LED: GU-24 Base lamping may be able to meet current energy legislation; available upon request Lamp not included with fixture Fluorescent • One, CFQ26W/G24q-3 • Voltage 120v or 277v (non-dimming) Upcharges will apply for fluorescent dimming. Contact your local Boyd rep with the specification of the dimming control system being used. Lamp not included with fixture. STANDARD FINISHES Copper • Antiqued Copper • Polished Copper • Satin Copper Aluminum • Satin Aluminum • Black Granite • Cinnamon Bronze • Matte White SPECIALTY FINISHES Copper • Polished Nickel • Satin Nickel Aluminum • Rubbed Bronze • Silver Fog OPTIONAL • Fluorescent Dimming 5" 12¼" 12 " 10130 Premier, 4-Fin Sconce Net Wt. Height Width Projection (Cu/Al) 17" 10½" 127 /8 " 26/14 lbs 432 mm 267 mm 327 mm 11.8/6.4 kg Backplate: 10½" H x 5¼" W; 267 x 133 mm Cage Height: 12¼"; 311 mm Center of outlet box to top of fixture: 3"; 76 mm For ADA compliance, height of center of outlet box above finished floor: 94"; 2388 mm UL listed (or equivalent) for damp locations Diffuser: white cased glass LAMPING Incandescent • One, Medium base, A-21, 150w max • Compatible with LED Screw-in lamps Fluorescent • One, CFQ26W/G24q-3 • Voltage 120v or 277v (non-dimming) Upcharges will apply for fluorescent remote dimming. Contact your local Boyd rep with the specification of the dimming control system being used. Lamp not included with fixture. STANDARD FINISHES Copper • Antiqued Copper • Satin Copper Aluminum • Satin Aluminum • Black Granite • Cinnamon Bronze • Matte White SPECIALTY FINISHES Copper • Satin Nickel Aluminum • Rubbed Bronze • Silver Fog OPTIONAL • Fluorescent Remote Dimming 10½"12" 17"12¼" Low Voltage, Recessed Downlight - The Minus downlight series by Apure brings sophistication to interior spaces with its never-before- seen performance combined with a glare-free appearance. A single high performance LED is combined with precision-focusing optics to create an unprecedented light fixture. A robust proprietary driver ensures equal light output, regardless of voltage drops. High-tech microprocessor-controlled, thermal management ensures reliability and a long life. Construction •Hard anodized aircraft grade aluminum heat sink •1” black signature apure magnetic snap-in square louver, Designed by Porsche Design Studio, featuring propriety optics for maximum light output •50,000 hours LED lifetime •Fixture weight: 720g (1.58lbs) •Operating Temperature: -10ºC - 50ºC •Not intended for steam rooms / saunas! Light output •1140lm source light output •Sharply defined 20° or 40° light output •High performance Cree LED at various color temperatures available •Color rendering index 90 •Microprocessor controlled thermal protection MINUS TWO Project: Type: 1.0” (25mm) 1.0” (25mm) Front view actual size Electrical Specifications •Class 2 Fixture •14W Power Consumption •24V DC Input •Either MLV dimming or Lutron Hi-Lume 0.1% dimming. Dimming protocol is specific to each fixture, please check ordering info. •100W 24V DC Power supply required (powers up to 4 fixtures) •Recommended wire, not included: min. 16 AWG Plenum rated (CMP) up to 150ft from remote transformer. Plenum rating not required in non plenum ceiling. Trimless Recessed Installation •Standard installation for the Minus Two is accomplished with the use of our universal bracket (AM2-BRK-U) shown above, which allows the Minus Two to be installed within new or pre-existing drywall ceilings. For complete specifications, please see the Universal Drywall Bracket cutsheet. •8.25” X 8.25” (209mm X 209mm) square cutout required Listings / Patents •ETL listed, Certified to UL 2108 and UL 8750 •Airtight rated / Chicago Plenum rated •IC rated / Wet location listed •Patent Pending © 2019. apure distribution LLC. all specifications and dimensions subject to change without notice. visit www.apure-system.com to download the latest versions of all specifications. apure distribution LLC, 5555 Biscayne Blvd, Fourth Floor, Miami, Florida | phone: +1 305 351 1025 | Patent Pending ORDERING INFORMATION SERIES NO. ORDERING EXAMPLE AM21F-4090SA MODEL AM21F-____ AM - Minus Series TYPE ORIENTATION 1 - LED2 - Minus Two F - Fixed TEMPERATURE 27 - 2700k 30 - 3000k40 - 4000k CRI 90 - 90 CRI LENS S - 20° Spot F - 40° Flood 4.7” (120mm) 4.7” (120mm) Top view .77” (19.4mm) Universal Drywall Bracket (Required Accessory, Sold Seperately) PROTOCOL A - Standard MLV L - Lutron Hi-Lume 0.1% 01/19 rev1 page 1 of 2 EXTERIOR SCONCE - CUSTOM BLACK FINISH EXTERIOR PENDANT - CUSTOM BLACK FINISH EXTERIOR CAN FORUMPHI A rchitecture | Interiors | Planning forumphi.com | (303) 884-7756 | 715 W. Main Street, Suite 204, Aspen CO, 81611 110 NEALE AVENUE EXTERIOR MATERIALS AND LIGHTING 110 NEALE AVENUE | EXTERIOR MATERIALS FORUM PHI 08/24/20 2 EXTERIOR MATERIALS BLACK STANDING SEAM METAL ROOF EXISTING BOARD AND BATTEN SIDING REFINISHED TO MATCH PROPOSED CEDAR SIDING DARK METAL FASCIA AND WINDOW FRAME CEDAR TRIM TO MATCH WOOD SIDING BLACK FINISH STEEL TRELLIS WITH WOOD INFILL GREY, DRY STACK, RECTANGULAR GRANITE VENEER CLEAR VERTICAL GRAIN CEDAR HORIZONTAL RAINSCREEN HEAVY TIMBER COLUMNS TO MATCH SIDING 110 NEALE AVENUE | EXTERIOR MATERIALS FORUM PHI 08/24/20 3 EXTERIOR WOOD SIDING CLEAR VERTICAL GRAIN CEDAR RAINSCREEN 110 NEALE AVENUE | EXTERIOR MATERIALS FORUM PHI 08/24/20 4 EXTERIOR STONE RECTANGULAR GREY DRY STACK GRANITE 110 NEALE AVENUE | EXTERIOR MATERIALS FORUM PHI 08/24/20 5 METAL ROOF BLACK STANDING SEAM METAL 110 NEALE AVENUE | EXTERIOR MATERIALS FORUM PHI 08/24/20 6 WOOD TRIM AND COLUMNS TIMBER TRIM AND COLUMNS TO MATCH SIDING 110 NEALE AVENUE | EXTERIOR MATERIALS FORUM PHI 08/24/20 7 BLACK WOOD CLAD EXTERIOR WINDOWS 09 79 1 0 21 11 1 2 08 07 06 79 0 5 04 79 2 0 18 17 79 1 5 14 13 16 19 2223 24 24 23 22 21 7920 19 18 17 1 6 7 9 1 5 1 4 1 3 1 2 1 1 7 9 1 0 0 9 0 8 0 7 0 6 7 9 0 5 0 4 0 3 0 2 0 1 03 02 01 01 PROPOSED RENOVATION PROPOSED ADDITION PROPOSED RENOVATION PROPOSED ADDITION FF F KITCHEN BREAKFAST RG LIVING ROOM T.O. FF 100'-3" T.O. PLY 100'-0" DN STAIR W/D DINING ROOM MASTER BEDROOM CLOSETCLOSET POWDER PANTRY WC MASTER BATH LAUNDRY GARAGE QUEEN STREET NEALE AVENUE EXISTING RESIDENCE PATIO AT GRADE - WITHIN 30" OF EXISTING GRADE 3 (7") RISERS UP, 2 (14") TREADS PLAY LAWN AREA EXISTING DRIVEWAY TO ADJACENT PROPERTY ACCESS EASEMENT TO ADJACENT PROPERTY PROPOSED LANDSCAPE STEPS & PATHWAY 10' SIDE YARD SETBACK LANDSCAPE STEPS FOR EGRESS EXISTING TREES TO REMAIN ARCH 100'-0" = SITE 7914.35' +14.60' +14.60'+14.60' +14.60' TW18.27'++TW18.27' +08.66' +03.93' +03.93'+03.69' +TW17.27' +16.60 +TW16.60 +16.60 +16.40 +17.60 10' REAR YARD SETBACK PROPOSED DRYSTACK STONE WALL PROPERTY LINE EXISTING STRUCTURE ON ADJACENT PROPERTY PROPERTY LINE AUTOCOURT +16.60 FRONT ENTRY PATIO +14.60' ENTRY EXISTING EVERGREEN TREE EXISTING DECIDUOUS TREE 10' SIDE YARD SETBACK EXISTING GARDEN TIE WALLS TO BE REMOVED PROPERTY LINE REALIGNED FRONT ENTRY WALK PROPOSED DRYSTACK STONE WALL 25' FRONTYARD SETBACK PROPOSED DRUSTACK STONE WALL PROPERTY LINE PROPOSED GARDEN PATIO QUEEN ST R.O.W. EXISTING SIDEWALK PROPOSED LANDSCAPE STEPS AND PATH EXISTING WOODEN FENCE ON PROPERTY LINE FLAT LAWN AREA PATIO ABOVE GARAGE FIREPIT SPA PATIO PATIO PATIO PATIO LAWN LAWN LAWN LAWN LAWN PROPOSED PATH LIGHT (TYP) PROPOSED PATH LIGHT LEGEND PROPOSED ASPEN TREE PROPOSED SPRUCE TREE EXISTING EVERGREEN TREE EXISTING DECIDUOUS TREE PROPOSED LANDSCAPE BOULDERS PROPOSED PATH LIGHTING SITE PLAN L-1.01 0,0,0 ISSUE & REVISION DATES Plot Date: 08/21/20 Project #:389 Drawn By: BM Checked By: GT Ne a l e A v e 11 0 N e a l e A v e As p e n , C O 8 1 6 1 1 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W .C O N N E C T O N E D E S I G N .C O M | 9 7 0 .3 5 5 .5 4 5 7 08/14/20 08/21/20HPC SUBMITTAL 4'0'8'16'32' SCALE - 1/8"=1'-0" N 09 79 1 0 21 11 1 2 08 07 06 79 0 5 04 79 2 0 18 17 79 1 5 14 13 16 19 2223 24 24 23 22 21 7920 19 18 17 1 6 7 9 1 5 1 4 1 3 1 2 1 1 7 9 1 0 0 9 0 8 0 7 0 6 7 9 0 5 0 4 0 3 0 2 0 1 03 02 01 01 PROPOSED RENOVATION PROPOSED ADDITION PROPOSED RENOVATION PROPOSED ADDITION FF F KITCHEN BREAKFAST RG LIVING ROOM T.O. FF 100'-3" T.O. PLY 100'-0" DN STAIR W/D DINING ROOM MASTER BEDROOM CLOSETCLOSET POWDER PANTRY WC MASTER BATH LAUNDRY GARAGE QUEEN STREET EXISTING RESIDENCE EXISTING EVERGREEN TREE TO BE REMOVED EXISTING EVERGREEN TREE TO REMAIN AUTOCOURT FRONT ENTRY PATIO ENTRY SPA GRILL QUEEN STREET NEALE AVENUE 10' SIDE YARD SETBACK PROPERTY LINE FIREPIT EXISTING EVERGREEN TREE TO REMAIN PROPERTY LINE 10' SIDE YARD SETBACK EXISTING EVERGREEN TREE TO REMAIN EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN TREE LEGEND EXISTING DECIDUOUS TREE TO REMAIN EXISTING EVERGREEN TREE TO REMAIN EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING EVERGREEN TREE TO BE REMOVED TREE REMOVAL PLAN L-1.02 0,0,0 ISSUE & REVISION DATES Plot Date: 08/21/20 Project #:389 Drawn By: BM Checked By: GT Ne a l e A v e 11 0 N e a l e A v e As p e n , C O 8 1 6 1 1 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W .C O N N E C T O N E D E S I G N .C O M | 9 7 0 .3 5 5 .5 4 5 7 08/14/20 08/21/20HPC SUBMITTAL 4'0'8'16'32' SCALE - 1/8"=1'-0" N 09 79 1 0 21 11 1 2 08 07 06 79 0 5 04 79 2 0 18 17 79 1 5 14 13 16 19 2223 24 24 23 22 21 7920 19 18 17 1 6 7 9 1 5 1 4 1 3 1 2 1 1 7 9 1 0 0 9 0 8 0 7 0 6 7 9 0 5 0 4 0 3 0 2 0 1 03 02 01 01 PROPOSED RENOVATION PROPOSED ADDITION PROPOSED RENOVATION PROPOSED ADDITION FF F KITCHEN BREAKFAST RG LIVING ROOM T.O. FF 100'-3" T.O. PLY 100'-0" DN STAIR W/D DINING ROOM MASTER BEDROOM CLOSETCLOSET POWDER PANTRY WC MASTER BATH LAUNDRY GARAGE QUEEN STREET NEALE AVENUE EXISTING RESIDENCE PROPOSED PERENNIALS & GROUNDCOVERS PROPOSED LANDSCAPE / GARDEN PATH PROPOSED ASPEN TREE EXISTING DECIDUOUS TREE TO REMAIN PROPOSED SPRUCE TREE ARCH 100'-0" = SITE 7914.35' +14.60' PROPERTY LINE AUTOCOURT FRONT ENTRY PATIO ENTRY PROPOSED RESTORED LAWN AREAS PROPERTY LINE EXISTING SIDEWALK PROPOSED DRYSTACK STONE WALL EXISTING EVERGREEN TREE TO REMAIN PROPOSED RESTORED LAWN AREA PROPOSED PERENNIALS & GROUNDCOVERS PATIO ABOVE GARAGE FIREPIT SPA PATIO PATIO PATIO PATIO LAWN LAWN LAWN LAWN LAWN PROPOSED PERENNIALS & GROUNDCOVERS PROPOSED LAWN ALONG SIDEWALK IN R.O.W. EXISTING DECIDUOUS TREE TO REMAIN PROPOSED SPRUCE TREE PROPOSED LAWN AREA PROPOSED ASPEN TREE PROPOSED PERENNIALS & GROUNDCOVERS LAWN LAWN QU E E N S T 1. All Discrepancies Should Be Reported To The Landscape Architect. 2. Locate All Utilities Before Digging. 3. All Areas Shown Are Approximate Only. Verification Of Areas To Be Revegetated Shall Occur On Site Between The Contractor and Landscape Contractor. 4. Grades Are To Be Checked And Approved By The Contractor Before Installation Of Plant Material. 5. Location Of Plant Material Is To Be Approved By The Contracor Before Installation. 6. Quality Of Plant Material Is To Be Approved By The Contractor Before Installation. 7. All Planted Areas To Be Covered With Mini Pine Bark Nuggets Only (No Debris Mixed In). Mulch To Be A Minimum Depth Of 4". Mulch To Be Applied To Soil Surface Only, Not Against Stems Or Tree Trunk Base. 8. Planting Beds Are To Contain "Pre-mixed" Planting Mixture To A Minimum Depth Of 12" 9. All Planting Beds Are To Be Contained By 4" Metal Edging. 10. Irrigate All Disturbed Areas With An Automatic Irrigation System. 11. Layout All Planting Beds And Edge Prior To Plant Installation. 12. All Plerennials Are To Be Layed Out With Uniform Spacing. Layout To Be Approved By Contractor Prior To Installation. 13. Contractor To Provide & Install Drainage And Irrigation/ Lighting Sleeves As Needed For All Planting Areas. PLANTING NOTES Native Grass MIx Common Name Scientific Name % of Mix Western Wheatgrass Pascopyrum smithii 33 Green Needlegrass Nassella viridula 33 Slender Wheatgrass Elymus trachycaulus 33 Revegetate disturbed areas by hand seeding with a certified weed free straw. A Plantago-based tackifier, or similar approved product, should be applied on all straw at the rate of 150 lbs per acre to prevent wind from blowing straw off the revegetated areas. SEED MIX 1) Amendment shall be tilled to a minimum depth of six inches (6”). 2) Site shall be graded to within two-tenths of a foot (2/10th’) of the grading plan. 3) Site shall be free of rocks and debris over one inch (1”) diameter in size. Rocks and debris 0.5 inch (0.5”) to one inch (1”) shall not exceed 5 percent (5%) by volume and gravel 0.6 inch (0.6”) to 1.25 inches (1.25”) shall not exceed 5 percent (5%) by volume. Particles such as concrete, brick, glass, metal, wood or plastic greater than one inch (1”) shall not be allowed. The total volume of these materials smaller than one inch (1”) shall not exceed 5 percent (5%). 4) Site shall be free of dirt clods over three-quarter inch (3/4”) diameter in size. Dryland seed areas may contain dirt clods up to two inch (2”) diameter in size. 5) Stockpiling - Stripping and stockpiling of indigenous soil (topsoil) shall be required during construction (except as waived by the City of Aspen). The replacement of this soil, plus additional soil amendments, are critical to successful plant material establishment, ongoing health, and efficient use of water through the life of the project. 6) The soil shall have no herbicides, heavy metals, biological toxins or hydrocarbons that impact plant growth or exceed the EPA’s standards for soil contaminant. 7) All applicable soil criteria and standards shall be noted on the landscape design plan. Written verification of approved soil amendment type and volume is required. Projects with inadequate soil amendment and preparation will not be approved. 8) Removing sod and amending soil under protected trees requires hand grubbing no deeper than 4". Any additional soil above existing grade limited to a maximum 3". All work under protected trees will be approved by City Forester in field prior to any excavation. 9)All irrigation work performed under protected trees requires hand grubbing no deeper than 4" and will be approved by City Forester in field prior to any excavation. SOIL PREPARATION SOIL AMENDMENTS 1) Topsoil of irrigated grasses (including turf), shrubs, perennials, and annuals shall be a sandy loam to a depth of at least 6 inches (6”) containing at least 5 percent (5%) organic matter by volume. 2) Tree soil must be a sandy loam and 36" deep for areas where trees are planted.The total soil depth shale have at least 1%-3% organic matter by volume. If in turf, topsoil should be 6" and have 5% organic matter by volume. In good existing soils, dig and turn the soils to three times the dimension of the root ball. Hard or compacted subsoil or lower soil layers should be broken up to create adaquate drainage and avoid trapping water creating saturated and anaerobic conditions in the upper soil layer. In newly developed planting sites, soil depth shall be 20' diamter around the trees to a depth of 36". 3) Soil amendment organic matter shall consist of either Class I and Class II compost. Aquilegia caerulea Sod Native Grass Mix Seed VH L PLANT LIST Common Name Scientific Name Size Deciduous Shrubs Evergreen Shrubs Assorted Groundcovers and Perennials Groundcovers Rosa woodsii Froebel Spirea Spirea bumalda Medium Shrub ie. Mugo Pine Potentilla fruticosa'Kathryn' Pinus mugo Kathryn Dykes Potentilla 3-5 ft. 5 Gal. 5 Gal. 30" Spread 1 Gal. 1 Gal. 1 Gal. Native Wild Rose 3-5 ft.Purple Reblooming Lilac HZ L L L M L M L M M Cranesbill Blue Geranium 'Johnsons Blue' Purple & White Delphiniums Delphinium species Purple Maiden Grass Miscanthus sinensis Blue Siberian Iris Iris siberica 'Caesar's Brother' Sweet Woodruff Galium odoratum Rocky Mountain Columbine Woolly Thyme Thymus praecox 'Pseudolanuginosus' Dwarf Shasta Daisey Leucanthemum x superbum 'Little Miss Muffet' Hosta 'White Rimmed'Hosta x undulata 'Albomarginata' Bowles Periwinkle Vinca minor 'Bowles Variety' Blue Spike Speedwell Veronica spicata 'Tall Blue' Dwarf Fall Aster Aster novi-belgii Black-Eyed Susan Rudbeckia fulgida 'Goldsturm' Bleeding Heart Dicentra formosa Blue Lupine Lupinus species Dwarf Gold 'Daylily'Hemerocallis 'Stella De Oro' 1 Gal. 1 Gal. 1 Gal. 1 Gal. 1 Gal. 1 Gal. 1 Gal. 1 Gal. 1 Gal. 1 Gal. 1 Gal. 1 Gal. 1 Gal. L M M M L L L L M M M L Syringa x Bloomerang White Single Lilac Syringa x hyacinthiflora 'Mount Baker' 5 Gal.L Bishop's Weed Aegopodium podagraria 1 Gal.MBW BH BP CB FA SD H BSS I BES PMG BL D C DL SW WT Maroon Hollyhock Alcea rosea 1 Gal.LMH White Peonies Paeonia cultivars 1 Gal.MWP Prunus cistenaPurple Leaf Sand Cherry 5 Gal.M Creeping Speedwell Veronica repens 1 Gal.LCS Trees Colorado Spruce Quaking Aspen Populus tremuloids Picea pungens M M 3-5 ft.Redtwig Dogwood MCornus sericea coloradensis Stonecrop 'Autumn Joy'Sedum 'Autumn Joy'1 Gal.LS 3-5 ft.Serviceberry LAmelanchier canadensis PLANTING PLAN L-4.01 0,0,0 ISSUE & REVISION DATES Plot Date: 08/21/20 Project #:389 Drawn By: BM Checked By: GT Ne a l e A v e 11 0 N e a l e A v e As p e n , C O 8 1 6 1 1 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W .C O N N E C T O N E D E S I G N .C O M | 9 7 0 .3 5 5 .5 4 5 7 08/14/20 08/21/20HPC SUBMITTAL 4'0'8'16'32' SCALE - 1/8"=1'-0" N DETAILS L-5.01 0,0,0 ISSUE & REVISION DATES Plot Date: 08/21/20 Project #:389 Drawn By: BM Checked By: GT Ne a l e A v e 11 0 N e a l e A v e As p e n , C O 8 1 6 1 1 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W .C O N N E C T O N E D E S I G N .C O M | 9 7 0 .3 5 5 .5 4 5 7 HOA SUBMITTAL 08/21/20 LIGHTING CUT SHEET1 C0 COVER SHEET 110 NEALE AVENUE ASPEN, CO RO A R I N G F O R K E N G I N E E R I N G 59 2 H I G H W A Y 1 3 3 CA R B O N D A L E C O L O R A D O , 8 1 6 2 3 PH : ( 9 7 0 ) 3 4 0 - 4 1 3 0 F : ( 8 6 6 ) 8 7 6 - 5 8 7 3 CHECKED BY: # DE S C R I P T I O N DA T E DR A W N B Y CONSTRUCTION DRAWN BY: JOB #: Of 5 2020-13 NOT FOR ADW RBG 11 0 N E A L E A V E N U E AS P E N , C O HP C S U B M I T T A L HPC SUBMITTAL ' �'R d)8 ttel( JRSE �• .ed � I �� ... �• w i \ ��-^�-� Iowa �' - ♦ .-t--' @. �.! I ` � � r � ( \ `,'_ haft 'Yius wackern �•/,- ( �� � j( , atbi 'Park Regen :A3p n+ rr ,G'+ ' `� \\�Shatt Aim 7C 82 �` 0,1 1 •, ! ' • ••.... I '�•'•' D?tpp�al -• ram' Cowen Ov\rL)',' 4 tunne / ~ Traf 1 - ^ ,RBI;• or.. Sta, � $ �\ i` ' \ 'Ilk at 4 4 p. Mt 'sops fO(J�A \ Ss uF �- sP N , .' .. N .. i M . ^, 5CAI,L: l" 000' ° I T 5 T46 T44 IRR. a T38 �' CONTROL °T36 T37 i T40 V �,� - � T42 J O�G O`b STEEL T41 T35 POST a q w Oti0G� O E C. T34 OUTL �o^i 4 a T30 �Cb if �b ° �29 T26 T28 5 a ° j T24 T27 a T22 T23 T21 &._-#5 REBAR & CAP L.S.#25947 I,, T51 T49 T52 S T50 SO2O/ T53 T47 B LDER(�D YP.) AREA DRAIN d CON PA t / T33 F.F. T32 7908.8' LOT 2 A 6' 15,160 S.F.f 0.348 AC.f MULTI LEVEL WOOD tiv & STONE FRAME HOUSE WITH BASEMENT q� 17 QUEEN STREET 110 NEALE AVENUE fE ° T. T20 WALK 4 �� STORM 7936.0' DRAIN (TYP.) 1 16 O T18 GG h CHIMNEY 7940.0' �G ti: F.F 7914.6; �6• SONCRETE PATIO a 4 & TOPOGRAPHIC SURVEY. LOT 2,114 NEALE/ 17QUEEN HISTORIC LOT SPLIT ACCORDING TO THE PLAT RECORDED MAY 29, 1998 IN PLAT BOOK 45 AT PAGE 17 CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO FENCE (TYP.) �. LOT 1 N r \ T54 N \ T55 T56 ,t #5 REBAR & CAP - RIDGE L.S. 25 47 r 7933.9' I ,q I GATI N C NTROL TYP.) rn W LL (I T57 8 `\ / T17 �,O T59 d T 15 ° 4 UPPER LEVEL PARCEL 2 CONCRETE ti� PLAT BK 13 PG 35 F.F. DECK T 13 d ° 7903.6' T60 t9 BOULDER \, T12 ° n a ll 8" WALL (TYP.) T61 T14 "I \ 4 '7903 < �2� �~C T69 BELOW T9 `•, a 4 -#4 REBAR `� T11 a �. 4 ° GA 171) G� q T8 a 4 M ER tiXAft BO R 2 qq� T7 T1\ T6 ° 3 ° �ti 0.4 ' STONELL (TYP.) �00 Wyk O WATERLINE °. FA CIA (TYP.) T5 d Co a DRIVE TE G vtV og X T4 WATER 3 4 ° 1,011 fG D 3Qo SERVICE s GASLINE (TYP.) T3 T70 2� T68 ° BOULDER �J '- ° g. T WALL (TYP.) % SIGN s%- (TYP.) s T2 a > T66 G 8 \ ° ° 3 Tl 4t SINGLE LEVEL WOOD ° \ of /o9 4 G ° ELECTRIC & STONE FRAME ADU f STORV�DRAIN ss \ cT �qlj ��LFA T d RIM 7902S0' FLAGSTONE ; T67 ° 4 O T \ BOTT°7889.124G 6 F F. �^� ° q' 7904.1' G, 4- NORM �s a \ ss \ \ a RIM 7901 4' t RIDGE ° �rt 4 a a INV 7898. 4' GAS G' �17918.4' MAIL ° zn BOTT 78 aiSMETER a ° 0 LG(f�� \ r BOX �� f3 D ELE 4 0' 111 a MET RS ° FENCE " °F T71 ) ° C ��A ��� T T78 T77 d �TYP. cc�! 330 30 e y lY ����T �o E E v 1 \ s 9l q GRAVEL of T76 ,+ h �p�[I�� PARKING T75 AN- JUL` O � 60 \ \ T � \ \ \ T74 T / g YG 35 r cry o� ss \ S. 4LA�B 4C)00 U `\ \ \ TELE. OF�O �� �% 270 090 E \ \ \ W T PED.. CC 9 LIC��S 4g c o S � \ \ GASLINE \CATV Ex-UE T73 1 Q \\\ \ °s / GF 120 `\\ \ WMAIL \ WATERLINE EASEMENT \ r/ BOX � �. PER BK 340 PG 1 150 \ #5 REBAR - TBM \ c EL=7903.71' PROPERTY DESCRIPTION LOT 2,114 NEALE/17QUEEN HISTORIC LOT SPLIT, ACCORDING TO THE PLAT RECORDED MAY 29, 1998 IN PLAT BOOK 45 AT PAGE 17, CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. NOTES: 1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN, LLC AND FIRST AMERICAN TITLE INSURANCE CO. INC. COMMITMENT NO. 16003515, DATED EFFECTIVE APRIL 20, 2016. 2) THE DATE OF THIS SURVEY WAS APRIL 27, 2016 AND SEPTEMBER 18, 2018. 3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S50-20'03"E BETWEEN THE NORTHWESTERLY CORNER OF LOT 2, A #5 REBAR & CAP L.S. #25947 FOUND IN PLACE AND THE NORTHEASTERLY CORNER OF LOT 2, A #5 REBAR & CAP L.S. #25947 FOUND IN PLACE. 4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET. 5) THIS SURVEY IS BASED ON THE 114 NEALE/17QUEEN HISTORIC LOT SPLIT SUBDIVISION EXEMPTION PLAT RECORDED MAY 29, 1998 IN PLAT BOOK 45 AT PAGE 17 AND THE BOUNDARY AGREEMENT PLAT RECORDED APRIL 29, 1982 IN PLAT BOOK 13 AT PAGE 35 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE. 6) BUILDING SETBACKS ACCORDING TO THE CITY OF ASPEN LAND USE CODE FOR R-15A 26.710.060 ARE AS FOLLOWS: FRONT YARD SETBACK RESIDENTIAL DWELLING = 25' ACCESSORY AND ALL OTHER BUILDINGS = 30' SIDE YARD SETBACK = 10' REAR YARD SETBACK RESIDENTIAL DWELLING = 10' ACCESSORY AND ALL OTHER BUILDINGS = 5' BUILDING SETBACKS SHOULD BE VERIFIED WITH THE CITY OF ASPEN PLANNING DEPARTMENT PRIOR TO ANY PLANNING OR CONSTRUCTION. 7) ELEVATIONS AS SHOWN ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADO RTVRN GPS NETWORK (1988 ORTHO DATUM) YIELDING AN ONSITE ELEVATION OF 7903.71' ON THE SOUTHEASTERLY CORNER OF LOT 2. CONTOUR INTERVAL EQUALS 1 FOOT. 8) ACCORDING TO FEMA PANEL NO. 08097CO204C, DATED JUNE 04, 1987 THE SUBJECT PROPERTY IN NOT WITHIN THE 100 YEAR FLOODPLAIN. IMPROVEMENT SURVEY STATEMENT I HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY PEAK SURVEYING, INC. FOR 17 QUEEN LLC, A COLORADO LIMITED LIABILITY COMPANY. I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, APRIL 27, 2016 AND SEPTEMBER 18, 2018, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. I FURTHER STATE THAT I HAVE EXAMINED THE TITLE COMMITMENT PREPARED BY ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN, LLC AND FIRST AMERICAN TITLE INSURANCE CO. INC. COMMITMENT NO. 16003515, DATED EFFECTIVE APRIL 20, 2016 AND FIND ALL EXCEPTIONS TO TITLE THAT AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON TO THE BEST OF MY KNOWLEDGE AND BELIEF. ERROR IN CLOSURE FOR THIS SURVEY IS LESS THAN 1:15,000. C6 BY: SON 1� II,, P.L O: 379 b : 3793 : x 10/22/18 J� s� j0NA L .... � SLOPE TABLE NUMBER MIN. SLOPE MAX. SLOPE COLOR AREA 1 0.001% 20.000% 10437.85 2 20.000% 30.000% 1975.24 3 30.000% + 2746.91 TREE # TREE TYPE TRUNK DIA DRIP LINE BASE ELEV Tl BLUE SPRUCE 6" 8' 7902.1' T2 BLUE SPRUCE 8" 8' 7902.2' T3 BLUE SPRUCE 4" 6' 7903.3' T4 COTTONWOOD 8" 12' 7901.6' T5 BLUE SPRUCE 6" 8' 7902.1' 'M BLUE SPRUCE 6" 8' 7902.6' TT COTTONWOOD 12" 12' 7901.5' TS COTTONWOOD 6" 10' 1 7901.5' T9 COTTONWOOD 6" 10, 7901.9' T10 COTTONWOOD 6" 10, 7901.9' T11 BLUE SPRUCE 8" 8' 7902.3' T12 BLUE SPRUCE 8" 8' 7902.5' T13 COTTONWOOD 16" 20' 7902.1' T14 PINE 4" 6' 7901.3' T15 BLUE SPRUCE 8" 8' 7903.1' T16 BLUE SPRUCE 8" 8' 7904.1' T17 BLUE SPRUCE 3" 6' 7903.6' T18 DECIDUOUS 4" 15, 7904.4' T19 ASPEN 4" 8' 7904.8' T20 BLUE SPRUCE 6" 10, 7904.6' T21 ASPEN 3" 6' 7904.3' T22 PINE 8" 10, 7905.5' T23 DECIDUOUS 4" 8' 7905.4' T25 ASPEN 8" 10, 7905.6' T26 ASPEN 3" 6' 7906.7' 727 ASPEN 4" 6' 7906.6' T28 BLUE SPRUCE 3" 4' 7906.6' T29 PINE 8" 10, 7906.7' T30 PINE 6" 8' 7906.8' T31 ASPEN 6" 10, 7906.4' T32 ASPEN 3" 6' 7906.6' T33 ASPEN 51, 8' 7906.8' T34 ASPEN 4" 10, 7908.3' T35 ASPEN 3" 4' 7909.7' T36 ASPEN 6" 8' 7909.3' T37 ASPEN 6" 8' 7909.3' T38 BLUE SPRUCE 10" 10, 7910.7' T39 ASPEN 6" 8' 7910.3' T40 ASPEN 4" 6' 7911.9' T41 COTTONWOOD 8" 15' 7912.7' T42 ASPEN 3" 6 7913.2' T43 ASPEN 3" 6' 7913.5' T44 PINE 6" 8' 7912.7' T45 ASPEN 4" 6' 7912.0' T46 BLUE SPRUCE 3" 5' 7913.4' T47 PINE 12" 10, 7918.7' T49 4 DECIDUOUS 8" 8' 7915.1' T49 PINE 6" 8' 7919.3' T50 PINE 8" 10, 7919.3' T51 BLUE SPRUCE 101, 10, 7919.5' T52 BLUE SPRUCE 4" 15, 7919.9' T53 BLUE SPRUCE 3" 4' 7919.6' T54 BLUE SPRUCE 12" 15, 7920.4' T55 BLUE SPRUCE 14" 15, 7920.4' T56 ASPEN 8" 10, 7920.5' T57 PINE 14" 15, 7920.7' T58 ASPEN 6" 8' 7918.3' T59 PINE 6" 8' 7914.1' T60 BLUE SPRUCE 6" 8' 7913.8' T61 BLUE SPRUCE 6" 8' 7913.4' T62 PINE 6" 8' 7912.4' T63 PINE 6" 8' 7911.7' T64 PINE 2" 4' 7911.2' T65 PINE 2" 4' 7912.1' T66 PINE 4" 6' 7911.9' T67 3 ASPEN 2" 6' 7911.5' T68 ASPEN 3" 6' 7903.3' T69 BLUE SPRUCE 3" 8' 7903.0' T70 BLUE SPRUCE 4" 6' 7903.1' T71 PINE 4" 6' 7906.0' T72 ASPEN 8" 10, 7907.6' T73 BLUE SPRUCE 2" 5' 7903.6' T74 ASPEN 3" 6' 7902.9' T75 BLUE SPRUCE 2" 4' 7902.7' T76 BLUE SPRUCE 4" 6' 7902.9' T77 CEDAR 1 3" 1 2' 7902.8' T78 BLUE SPRUCE 1 6" 1 8' 7902.3' 180 \ \ \ \ C.O.A. CONTROL w Sury ey i n 4- Drawn By. 4e�. Date Revision B 17 QUEEN, LLC Project NO. S \ � s � \ 44 BEARS Inc.jhCJRN 1 10/19/18 UPDATE SLOPE TABLE JRN GRAPHIC SCALE S32�o'i'Qo"W 387.54' N" Checked By: CITY OF ASPEN, COLORADO 16029B P.O. Box 1746 2 10/22/18 UPDATE SLOPE TABLE JRN 5 10 10 40 Rifle, CO 81650 JRN IMPROVEMENT & TOPO SURVEY ss\ \ Phone (970) 625-1954 Date: LOT 2, 114 NEALE/17 UEEN HISTORIC Computer Fax (970) 579-7150 SEPT 27, 2018 ( IN FEET) \ www.peaksurveyinginc.com P LOT SPLIT- 110 NEALE AVE. I OF 1 _�F,x�Dr r*T� 1 inch = 10 ft. � � l 029eIMPTOPO � Snce 200 7 � G G E G E G C1 SITE PLAN RO A R I N G F O R K E N G I N E E R I N G 59 2 H I G H W A Y 1 3 3 CA R B O N D A L E C O L O R A D O , 8 1 6 2 3 PH : ( 9 7 0 ) 3 4 0 - 4 1 3 0 F : ( 8 6 6 ) 8 7 6 - 5 8 7 3 CHECKED BY: # DE S C R I P T I O N DA T E DR A W N B Y CONSTRUCTION DRAWN BY: JOB #: Of 5 2020-13 NOT FOR ADW RBG 11 0 N E A L E A V E N U E AS P E N , C O HP C S U B M I T T A L G G E G E G C2 GRADING & DRAINAGE RO A R I N G F O R K E N G I N E E R I N G 59 2 H I G H W A Y 1 3 3 CA R B O N D A L E C O L O R A D O , 8 1 6 2 3 PH : ( 9 7 0 ) 3 4 0 - 4 1 3 0 F : ( 8 6 6 ) 8 7 6 - 5 8 7 3 CHECKED BY: # DE S C R I P T I O N DA T E DR A W N B Y CONSTRUCTION DRAWN BY: JOB #: Of 5 2020-13 NOT FOR ADW RBG 11 0 N E A L E A V E N U E AS P E N , C O HP C S U B M I T T A L C3 DRAINAGE BASINS RO A R I N G F O R K E N G I N E E R I N G 59 2 H I G H W A Y 1 3 3 CA R B O N D A L E C O L O R A D O , 8 1 6 2 3 PH : ( 9 7 0 ) 3 4 0 - 4 1 3 0 F : ( 8 6 6 ) 8 7 6 - 5 8 7 3 CHECKED BY: # DE S C R I P T I O N DA T E DR A W N B Y CONSTRUCTION DRAWN BY: JOB #: Of 5 2020-13 NOT FOR ADW RBG 11 0 N E A L E A V E N U E AS P E N , C O HP C S U B M I T T A L G G E G E G C4 UTILITY PLAN RO A R I N G F O R K E N G I N E E R I N G 59 2 H I G H W A Y 1 3 3 CA R B O N D A L E C O L O R A D O , 8 1 6 2 3 PH : ( 9 7 0 ) 3 4 0 - 4 1 3 0 F : ( 8 6 6 ) 8 7 6 - 5 8 7 3 CHECKED BY: # DE S C R I P T I O N DA T E DR A W N B Y CONSTRUCTION DRAWN BY: JOB #: Of 5 2020-13 NOT FOR ADW RBG 11 0 N E A L E A V E N U E AS P E N , C O HP C S U B M I T T A L * J A �' 4 pp ' ! y ■ 4 � } + ' F1 + a a f 01 +' 1 y � ' •'1 do . % - 4 ' }'k RIP i # f +- L 0 i s 44 ■F d. 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" zON"ILIT44- ''II 1 L FFIT'4, rink r xVION NO :40.z It - ,."^ _It_ yy,IV �.a;. i _ . _ t Otgr _ i �µ1� �� - - �. - �'y:s '44 `y„- s "4 .3"It t Nor INS 10, k IN IV I ^^+ r t ( yam. ;`Tt„ry�y- f, c Sat ,I iJ Rom. 'h�< \ r?..? .a w`a.t C, +ry, lit- A'- �F NO t- .a' Drainage Report 110 NEALE AVENUE ASPEN, CO 81611 May 27, 2020 Prepared by Richard Goulding, P.E. Roaring Fork Engineering 592 Highway 133 Carbondale, CO 81623 Drainage Report 110 NEALE AVENUE ASPEN, CO 81611 I HEREBY AFFIRM THAT THIS REPORT FOR THE IMPROVEMENTS AT 110 NEALE AVENUE WAS PREPARED BY ME FOR THE OWNERS THEREOF IN ACCORDANCE WITH THE PROVISIONS OF CITY OF ASPEN AND APPROVED VARIANCES AND EXCEPTIONS LISTED THERETO. I UNDERSTAND THAT IT IS THE POLICY OF THE CITY OF ASPEN THAT ASPEN DOES NOT AND WILL NOT ASSUME LIABILITY FOR DRAINAGE FACILITIES DESIGNED BY OTHERS. RICHARD GOULDING, P.E. RFE Project # 2020-13 Table of Contents 1.0 General ................................................................................................................................. 4 1.1 Existing Site ..................................................................................................................... 4 1.2 Proposed Site .................................................................................................................... 4 1.3 Previous Drainage Studies ............................................................................................... 5 1.4 Offsite Drainage ............................................................................................................... 5 2.0 Drainage Basins and Sub-basins .......................................................................................... 5 2.1 Drainage Basins................................................................................................................ 5 2.2 Peak Discharge Calculations ............................................................................................ 6 3.0 Low Impact Site Design....................................................................................................... 7 3.1 Principles .......................................................................................................................... 7 4.0 Hydrological Criteria ........................................................................................................... 8 4.1 Storm Recurrence and Rainfall ........................................................................................ 8 4.2 Storage Volumes Methodology ........................................................................................ 8 5.0 Hydraulic Criteria ................................................................................................................ 9 6.0 Proposed Facilities ............................................................................................................... 9 6.1 Drywell ............................................................................................................................. 9 7.0 Operation and Maintenance ................................................................................................. 9 7.1 Inlets and Piping ............................................................................................................... 9 7.2 Drywell ........................................................................................................................... 10 8.0 Appendices ......................................................................................................................... 10 8.1 Drainage Basin Map ....................................................................................................... 10 8.2 Previous Drainage Study by Boundaries Unlimited ...................................................... 10 4 1.0 General 1.1 Existing Site The following report is an evaluation of the proposed redevelopment of the existing residence at 110 Neale Avenue in Aspen, Colorado, parcel number 273707383002. The property is located at the Southeast corner of the intersection at Neale Avenue and Queen Street, and is surrounded by other residential lots and open space to the south. The site contains a single-family residence with an approximate footprint of 1,220 square feet. The site has extensive flagstone hardscaping, large existing cottonwoods and maple trees, and an access driveway accessing Queen Street. There are neighboring properties with single-family residences located to the east and north, with street right of way to the south and west. The existing topography is sloped with an average 10% grade from the north to the south, following Neale Avenue. An existing conditions sheet has been included in the submitted drawings. Figure 1: Pitkin County GIS vicinity view. Parcel 273707383002 shown in red. 1.2 Proposed Site This project is classified as a ‘Major Project’ per Table 1.1. of the City of Aspen Urban Runoff Management Plan (URMP). The proposed development is over 1,000 square feet and disturbs an area that exceeds 25% of the entire site. The intent of this report is to demonstrate compliance with the requirements of the URMP. The Low Impact Design (LID) Principles in the introduction of the manual were used as a guide throughout the design process. Onsite storm infrastructure has been sized to convey runoff for a 100-year storm event. 5 The proposed project will be a comprehensive remodel of the entire site. The existing residence foundation will remain in its existing location, but the basement will be expanded below the structure. A new garage structure, above grade additions to the residence and new roofs will be constructed. Landscaping, patios, and walkways are proposed around the site, and the driveway will be removed and replaced with landscaping. The proposed drainage infrastructure includes downspouts from roof structures, trench drains within hardscaped areas, and area drains surrounding the site capture on-site flows before they reach the adjacent properties and Aspen right-of-way. All onsite drainage is captured from impervious areas and is routed through an onsite pipe system that connects to an existing drywell system. Per previous drainage studies, the drywell system is sufficient for the proposed design. All existing drainage structures will be inspected before building permit submittal. Improvements will be made to the right of way, including new sidewalk and curb and gutter along Queen Street. All updates are in regards to meeting the City of Aspen Engineering Design Standards. 1.3 Previous Drainage Studies The City of Aspen updated their URMP in 2001 and the property is within the boundaries of the study. The study indicates that the property is not within a Mudflow area. A previous drainage report prepared by Boundaries Unlimited in 2005 for the existing residence is included in this report. 1.4 Offsite Drainage No offsite basins affect the site, so no analysis was required. 2.0 Drainage Basins and Sub-basins The development on the parcel is proposed as one large onsite basin. This basin will be subdivided into smaller sub-basins and analyzed to aid with design of the storm water infrastructure for the permit submittal. Basin delineation is shown on sheet C3 of the HPC submittal. This sheet lists impervious area, runoff coefficients, peak flows, and the required volume of runoff to be detained. 2.1 Drainage Basins Basin 1 is a major basin within the parcel and consists of the developed area of the residence, including the concrete driveway, impervious walkways, pervious walkways, and the roof. The basin has a total area of 12,990 square feet and is 60% impervious. The remaining pervious areas of the basin include several landscaped areas surrounding the residence. Runoff from the basin is collected through trench drains, area drains, and downspouts from the roof. The captured runoff is then conveyed through the piping system to an existing drywell system to the south of the site that is sized for full detention. This system will be examined before permit submittal. 6 2.2 Peak Discharge Calculations The peak flows were calculated for the Major Onsite Basin for the 5-year and 100-year storm event using the Rational Method. The Rational Method is an acceptable method to calculate runoff for this basin as the area is under 90 acres. Rainfall intensity was calculated using a Time of Concentration (Td) of 5 minutes. The actual time of concentration for this site is less than 5 minutes, but according to the City of Aspen URMP, equations used to calculate rainfall intensity are only valid for a time of concentration of 5 minutes or greater, so the smallest valid time of concentration value was used. The 1-hour Rainfall depths (P1) used for these calculations were taken from Table 2.2 of the URMP and are equal to 0.64 inches for the 5-year event and 1.23 inches for the 100-year event. Equation 2.1 was referenced when solving for the Rainfall Intensity (I). 𝑰𝑰= 𝟖𝟖𝟖𝟖.𝟖𝟖 𝑷𝑷𝟏𝟏(𝟏𝟏𝟏𝟏+𝑻𝑻𝒅𝒅)𝟏𝟏.𝟏𝟏𝟎𝟎𝟎𝟎 (𝐸𝐸𝐸𝐸.2.1) Runoff Coefficients (C), a function of the Soil Group (in this case B for the basins) and the percentage of impervious area were developed using Figure 3.3. The Runoff Coefficient (C) was then multiplied by the Rainfall Intensity (I) and the area of the calculated basin (A, in acres) to determine the peak discharge. 𝑸𝑸𝒑𝒑=𝑪𝑪𝑰𝑰𝑪𝑪 𝑄𝑄𝑝𝑝=𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃 𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷ℎ𝑃𝑃𝑎𝑎𝑎𝑎𝑃𝑃 (𝐷𝐷𝑐𝑐𝐷𝐷) 𝐶𝐶=𝑅𝑅𝑅𝑅𝑅𝑅𝑅𝑅𝑐𝑐𝑐𝑐 𝐶𝐶𝑅𝑅𝑃𝑃𝑐𝑐𝑐𝑐𝐷𝐷𝐷𝐷𝐷𝐷𝑃𝑃𝑅𝑅𝐶𝐶 𝐼𝐼=𝑅𝑅𝑃𝑃𝐷𝐷𝑅𝑅𝑐𝑐𝑃𝑃𝑅𝑅𝑅𝑅 𝐼𝐼𝑅𝑅𝐶𝐶𝑃𝑃𝑅𝑅𝐷𝐷𝐷𝐷𝐶𝐶𝐼𝐼 (𝐷𝐷𝑅𝑅𝐷𝐷ℎ𝑃𝑃𝐷𝐷 𝑝𝑝𝑃𝑃𝑎𝑎 ℎ𝑅𝑅𝑅𝑅𝑎𝑎) 𝐴𝐴=𝐴𝐴𝑎𝑎𝑃𝑃𝑃𝑃 (𝑃𝑃𝐷𝐷𝑎𝑎𝑃𝑃𝐷𝐷) These peak flow values were used to calculate the size of the proposed detention and conveyance structures, such as the drywell, inlets and pipes. The tables below contain the peak flows for developed and undeveloped conditions for 5-year and 100-year storm events for the major basin, and the 100-year peak flow rate for the sub basins. 5 Year Peak Discharge Developed Calculations 1 Hour(P 1)0.64 Return Period 5 Basin ID Total Area Imp. Area Impervious C Value Time of C Intensity Q Max See(D1)(ft2)(ft2)(%)From Table (Td)I=88.8P1/(10+Td)1.052 (ft3/sec) 1 12990.00 7856.00 60.48%0.410 5 3.29 0.40 5 Year Peak Discharge Pre Development Calculations 1 Hour(P 1)0.64 Return Period 5 Basin ID Total Area Imp. Area Impervious C Value Time of C Intensity Q Max See(D1)(ft2)(ft2)(%)From Table (Td)I=88.8P1/(10+Td)1.052 (ft3/sec) 1 12990.00 0.00 0.00%0.080 5 3.29 0.08 7 3.0 Low Impact Site Design Low Impact Development (LID) aims to mimic the natural pre-development hydrologic pattern. The goal is to manage storm water as close to its source as is possible. This entire developed site is approximately 58% impervious. The treatment train approach is used on all runoff to increase water quality and infiltration. 3.1 Principles Principle 1: Consider storm water quality needs early in the design process. The grading and drainage design was coordinated between the architect and civil engineering teams throughout the design process and water quality requirements were discussed early on. Site visits ensured proper understanding of existing conflicts and opportunities to improve existing drainage patterns. Principle 2: Use the entire site when planning for storm water quality treatment. Storm water quality was considered in the design of every part of the site that is being affected by the proposed construction. Existing infrastructure will be used to the maximum extent possible. Principle 3: Avoid unnecessary impervious area. The total impervious area on the site was kept to a minimum while meeting the architectural design goals. Principle 4: Reduce runoff rates and volumes to more closely match natural conditions. All runoff from impervious surfaces on the property is collected and routed to BMP structures. The infrastructure has been sized to capture the 100-year detention volume water quality capture volume. The drywell is designed to infiltrate storage capacity into the surrounding earth. Principle 5: Integrate storm water quality management and flood control. 100 Year Peak Discharge Developed Calculations 1 Hour(P 1)1.23 Return Period 100 Basin ID Total Area Imp. Area Impervious C Value Time of C Intensity Q Max See(D1)(ft2)(ft2)(%)From Table (Td)I=88.8P 1/(10+Td)1.052 (ft3/sec) 1 12990.00 7856.00 60.48%0.570 5 6.33 1.08 100 Year Peak Discharge Pre Development Calculations 1 Hour(P 1)1.23 Return Period 100 Basin ID Total Area Imp. Area Impervious C Value Time of C Intensity Q Max See(D1)(ft2)(ft2)(%)From Table (Td)I=88.8P 1/(10+Td)1.052 (ft3/sec) 1 12990.00 0.00 0.00%0.350 5 6.33 0.66 8 The proposed drywell will capture and treat runoff for water quality, and the drywell will infiltrate the runoff into the soils, eliminating runoff from the site. Principle 6: Develop storm water quality facilities that enhance the site, the community and the environment. The design is proposing using existing infrastructure for full detention for all stormwater, meaning no runoff will be leaving the site, with no additional concrete stormwater structures on sit. Principle 7: Use treatment train approach. The design implements sheetflow across landscaping, pervious pavers, and sumps in the pipe network to ensure treatment throughout the system. Principle 8: Design sustainable facilities that can be safely maintained. Inlets and piping will be vacuumed or flushed periodically to maintain adequate flow. Proper grading reduces dangerous slopes. Cleanouts are located where necessary to ensure the lifetime of the drainage infrastructure. Principle 9: Design and maintain facilities with public safety in mind. The proposed design for driveway and walkways reduces ice buildup and dangerous conditions. All grading was done with safety in mind, and no steep slopes occur on site. 4.0 Hydrological Criteria 4.1 Storm Recurrence and Rainfall The property is not in the commercial core and is served by any city curb and gutter so this property classifies as a “Sub-urban area served by public storm sewer”. However, due to limitations on the site, the curb and gutter cannot be utilized, so the site cannot disperse into the curb and gutter. Due to this, the 5-year and 100-year events were analyzed. The 1-hour Rainfall depth (P1) is given in Table 2.2 as 0.64 inches for the 5-year event and 1.23 inches for the 100-year event. The Intensity in inches per hour for different storm duration (Td) was calculated using Equation 2.1 from the City of Aspen URMP. 4.2 Storage Volumes Methodology The storage requirements for this site were calculated using the total impervious area along with the historic and developed peak runoff rates that were established in section 2.2. The proposed storm drainage system is designed to discharge into existing drywells for full detention of a 100- year storm event. The existing drywells were inspected and dipped for storage depths. The drywells will be inspected further for functionality prior to permit submittal. The full detention calculations are shown in the following table. 9 5.0 Hydraulic Criteria This property is not connected to the COA’s storm water infrastructure. All hydraulics are sized for onsite infrastructure. The storm system was designed to route all impervious surfaces to the drywell located in the garage. Inlet and pipe sizing have not been performed but will be completed for the permit submittal. Pipe sizes will be tested for hydraulic capacity at 80 percent of their full flowrate for the permit submittal. Design charts giving Qdesign / Q full were downloaded from FHWA and the equations in Section 4.8.4 will be used as the basis for these calculations. Calculated pipe sizes and depth of flow for onsite pipes will be shown for permit submittal. 6.0 Proposed Facilities This property is not connected to the COA’s storm water infrastructure, and the existing drywell system is sized for full detention, as clarified in section 2.2 of this report. Below are the analyses for the individual detention structure’s capacity and infiltration. A previous drainage report for the drywell system is included in this report. 6.1 Drywell Below is a table that shows the existing drywell system meeting the capacity required for full detention of Basin 1. All drywells will be inspected prior to permit submittal. If drywells are no longer functioning, new drywells shall be installed or alternative infiltration methods will be used onsite. A drawdown test will be conducted to determine the performance of the existing drywells. 7.0 Operation and Maintenance 7.1 Inlets and Piping The piping must be maintained periodically to ensure proper operation. Minimum inspection and maintenance requirements include the following: Full Detention Storage Basin Total Area Impervious Area Impervious Full Detention Depth Factor of Safety Required Storage BMP (ft2)(ft2)(%)(in)F.O.S.(ft3) 1 12990.00 7856.00 60.48%1.23 1 805 EX DRYWELL SYSTEM Drywell Storage Drywell Basins Diameter Storage Depth Perforated Depth Internal Volume External (18" of Screened Rock) Volume Total Capacity Required Capacity (Name)(#)D (ft)H (ft)P (ft)π*H*(D/2)2) (ft3)0.3*π*P*((D/2)+1.5)2 - (D/2)2) (ft3)(ft3)(ft3) EX 1 1 6 10 4 283 42 325 273 EX 2 1 6 10 4 283 42 325 273 EX 3 1 6 10 4 283 42 325 273 EX 4 1 6 10 4 283 42 325 273 10 • During the first year draw down should be checked for every event exceeding 0.25” of precipitation to ensure no significant backups are occurring. • Piping systems and sumps should be checked during and after storms routinely. • After the first year, the system should be cleaned out at least once a year and more if the first-year inspection proves more maintenance is required. • More frequent cleaning reduces the amount of debris entering the system and reduces the need for more intense maintenance. • Clean the inside of any perforated pipes with a pipe cleaner accessed through cleanouts. This should be done yearly, or as necessary if the system is not infiltrating properly or if the system has become contaminated. • Ensure heat tape is functioning before colder months to prevent damage to piping. If the storm system is not maintained properly, replacement of parts or of the entire system may be necessary. 7.2 Drywell Drywells must be inspected and maintained quarterly to remove sediment and debris that has washed into them. A maintenance plan shall be submitted to the City in the Drainage Report describing the maintenance schedule that will be undertaken by the owners of the new residence or building. Minimum inspection and maintenance requirements include the following: • Inspect drywells at least four times a year and after every storm exceeding 0.5 inches. • Dispose of sediment, debris/trash, and any other waste material removed from a drywell at suitable disposal sites and in compliance with local, State, and Federal waste regulations. • Routinely evaluate the drain-down time of the drywell to ensure the maximum time of 24 hours is not being exceeded. If drain-down times are exceeding the maximum, drain the drywell via pumping and clean out the percolation area (the percolation barrel may be jetted to remove sediment accumulated in perforations. If slow drainage persists, the system may need to be replaced. 8.0 Appendices 8.1 Drainage Basin Map 8.2 Previous Drainage Study by Boundaries Unlimited C3 DRAINAGE BASINS RO A R I N G F O R K E N G I N E E R I N G 59 2 H I G H W A Y 1 3 3 CA R B O N D A L E C O L O R A D O , 8 1 6 2 3 PH : ( 9 7 0 ) 3 4 0 - 4 1 3 0 F : ( 8 6 6 ) 8 7 6 - 5 8 7 3 CHECKED BY: # DE S C R I P T I O N DA T E D R A W N B Y CONSTRUCTION DRAWN BY: JOB #: Of 5 2020-13 NOT FOR ADW RBG 11 0 N E A L E A V E N U E AS P E N , C O HP C S U B M I T T A L 0 5 / 2 7 / 2 0 2 0 Z U U )0 ; ;200 DRAINAGE STUDY Brien Property; 114 Neale Street ASPEN, COLORADO PROJECT NO. Brien April 12, 2005 Prepared by: BOUNDARIES UNLIMITED INC. 1w Consulting & Civil Engineer R 923 COOPER AVENUE, STE. 702 QPOO• GLENWOOD SPRINGS, CO H TELE: 970.945.5252 / PAx: 970.3H4. 37110 Q DericJ. Walter, F.E. NE Engineer TABLE OF CONTENTS SECTION INTRODUCTION HYDROLOGY DRAINAGE PLAN EROSION CONTROL 00752005 00762005 PAGE FIGURES: 1) SCS Soils Map 2) Grading, Drainage and Erosion Control Site Plans 3) Detail Sheet 4) FEMA Map APPENDIX: Calculations 1 1 1 1 INTRODUCTION O U� 5 2 O O 5 The proposed residential development of the Brien Property is located at the intersection of Neale St. and Queen St. in the City of Aspen, Colorado. The lot is comer" 6f2 0 0 - approximately 15,160 square feet which is currently vacant. HYDROLOGY The hydrologic methods for this study are outlined in the City of Aspen Interim Standards for Drainage Design and Erosion -Sediment Control Practices, the United State Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS) publication "Urban Hydrology for Small Watersheds TR-55" and the computer program AutoCAD Hydrology TR-55 Tabular Method. Site soils consist of Type C soils with a historic vegetative cover of cottonwoods, brushes and grasses in good condition. See the enclosed NRCS Soils Map for hydrologic determinations. According to the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map #080970204C, the building area appears to be outside the 100-yr floodplain (flood elevation of approximately 7896'). Assuming the provided topography is on the same datum as the FEMA map, the proposed building finish floors appear to be above the 100- yr floodplain. See the enclosed FEMA Map. DRA/NAGE PLAN The drainage basin for this study was taken as the property boundary. All stormwater runoff from the proposed buildings will be captured by roof drains and directed to the n proposed drywells along Queen Street. The drywell system should be constructed with 1 overflow swqlpc that overflow into the Queen Street drainage and the Roaring Fork River. Drainage swales should also be constructed along the property boundaries, as necessary, to keep excessive runoffs from flooding the adjacent property on Queen Street. Detention volumes were found 4sing an average of the Rational Formula Hydrograph, Imperical, Federal Aviation -AdrajhLstration and NRCS TR-55 Tabular methods to mitiaa the a ects of the 100-year, 24-ho��r_ s_ t�_.The detention volume required is based on the volume needed to lower the peak from the estimated 1 00-Y r runoff under proposed conditions to match the estimated 1g0-year runoff from the site's natural conditions. The general flow patterns are shown on the enclosed Grading, Drainage and Erosion Control Plan, along with general location of the proposed drywells. Overlot grading must be performed to ensure that drainage is directed away from all structures in all directions. EROSION CONTROL Erosion control measures should be followed during construction to insure that the property, adjacent sites and roadways are not impacted from sedimentation. These measures will include erosion control logs, sediment control fencing, swales and best management practices during construction activities. Page 1 00752005 Figures •00752005 ! 108 . 107I� SPEi 107 I� 108, 10 ` . • 1 SITE co;07 °' s, : 9 _\,I /% 104 - j � � ASPEN �c`aovE , CErdETER Y r 7e, 76 G�\0 1 ( 9 77 I �` 76 I08 o . a m 6; :o 0 0 Q SOIL TYPE 92: Redrob Loam (deep, poorly drained, moderate permeability Soil Type C) 0 a c v m 0 0 Boundaries Unlimited, Inc. SCALE:1^=2000' Alice Brien 923 Cooper Avenue, Ste. 102 Glenwood Springs, DATE: 4/12/05 Aspen, Colorado 114 Neale Co 81601 FILE: GR-01 St. tele: 970.945.5252 fax: 970.384.2833 SHEET: 1 NCRS Soils Ma 7 LEGEND -- —7915 — -- EXISTING V CONTOUR 4"SD 4'0 CPP DRAIN PIPE (>"STI 6"0 CPP DRAIN PIPE SCF SEDIMENT CONTROL FENCE i SWAI.E/RONllNE OF SURFACE FLOW (FLOWnDN AT = M MINIMUM) GRAPHIC SCALE f M PPFe 1 INSTALL SWALE ALONG THE BOUNDARY, DIRECT TO DRYWELLS 1-77 - \ -lam - _"ws- J r •�_StT�,A,c�C_�, �.. --_III% ( Landscafills"ped fill= 1 Landscaped i MT. 4 I Y III Z Q I II J � wTp I pq / ,.• 4"S J46ndscaped DIRECTION OFJ ' FLOW • r' r " NOTE•INSTALL 8;0 YARD GRADE THE SURF.AT,`Fi TO DIRECT FLOW WAY, DRAIN CONNECTED' TO BMSD bR 870 FROMTHE-BUILDING AND TO THE DRYWELLS ,bRAINtIPIPE )UNDER, • WALKWAY { • I a I n n�cf 11 oT'. t T'Ertry ')' ao:Walkpervious) 6"SD 6 PROPERT Neale Street ��yy�� GYI$TNb P�NBWY Landscrped 71K BUILDING AN. FLOW TO THI Driveway (Impervious) ' Q.1' Landsrnp0d�rl I 6••o.r 6••S))]� INSTALL TWO DRYWELLS � WITH SEDIMENT CONTROL LOGS AROUND THE INLETS UNTIL REVEGETATION HAS BEEN COMPLETED MJ752005 00762005 DRYWELLS T CONTROL I THE INLETS TATION HAS - _ NO.ffS 1. LANDSCAPING BY OTHERS. - - - 2. ENGINEER IS NOT RESPONSIBLE FOR DAMAGE OR FAILURE OF STRUCTURES WHERE SETBACKS ARE NOT FULLY MAINTAINED. A STRUCTURAL ENGINEER SHOULD DESIGN RETAINING WALLS AND ALL STRUCTURES TO MITIGATE THE AFFECTS OF SETTLEMENT AROUND THE DRYWELLS. 3. INSTALL ROOF GUTTERS AND 4' AND 6' CORRUGATED POLYETHYLENE STORM DRAIN PIPE TO DRYWELLS 4. STORM DRAIN PIPES TO BE INSTALLED KITH 0.5X MINIMUM ID SLOPE TOWARDS THE l HEAT TAPE d SHALL IN ALL INSTALLED IN ALL GUTTERS, DOWNSPOUTS, GUTTERS, D - - - - - - - _ R ROOF DRAIN PIPES AND STORM DRAIN PIPES. _ 5. FOUNDATION DRAINS ARE NOT TO BE CONNECTED TO THE o PROPOSED DRYWELLS o y d o P� m CD' INSTALL TEMPORARY SEDIMENT CONTROL FENCING ALONG THE EXISTING SIDEWALK, ASPHALT AND DOWNHILL PROPERTY LINES UNTIL REVEGETATION HAS BEEN COMPLETED NOTE: ALL FOUNDATION AND RETAINING WALLS LOCATED WITHIN 20' OF THE DRYWELLS SHALL BE PROPERLY DESIGNED, BY OTHERS, TO ACCOMMODATE SETTLEMENT WHICH MAY BE INDUCED BY THE DRYWELLS. ��--INSTALL SEDIMENT CONTROL LOGS AROUND THE EXISTING INLET UNTIL REVEGETATION HAS BEEN COMPLETED 0 L. P.iO1B �G1 Z III 111 2 00752005 TIGHTLY ABUTTING WITH NO GAPS (TYP.) TYPICAL GRASSED AREA APPROX. 900 12" MIN. TOPSOIL .TO EACH OTHER. - GRADE OVERFLOW SWALE - TO DRAIN AWAY FROM ALL STRUCTURES OR INSTALL 8"0 CPR OVERFLOW PIPE TO DAYLIGHT FRAME & GRATE, TRAFFIC IF WITHIN DRIVING AREAS I~ 24 [V �GRADE RINGS OF 24" —� EQUAL HEIGHT \ CONE SECTION OR FLAT LID 3" ROOF OR STORM DRAIN PIPC I THE LOCATION OF KNOWN UNDERGROUND UTILITIES HAVE SEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES. AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN. MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION AND TO VERIFY LOCATION AND DEPTH BEFORE WORK BEGINS. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES DURING CONSTRUCTION. 2. ALL EXCAVATION FOR RETAINING WALLS, UTILITY TRENCHES, ROADWAYS. BUILDING STRUCTURES & DRAINAGE SHALL MEET OSHA REQUIREMENTS. 3. ALL CONSTRUCTION TO BE IN CONFORMANCE WITH THE LOCAL GOVERNING ENTITY'S RULES AND REGULATIONS 4. 95% STANDARD PROCTOR IS REQUIRED FOR ALL ROADWAY, DRIVEWAY, SLABS ON GRADE SUBGRADE CONSTRUCTION AND TRENCH BACKFILL UNDER THE SAME, UNLESS NOTED OTHERWISE. 5. ALL UTILITIES. BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR DAMAGES TO, OR INTERRUPTION OF. SERVICES CAUSED BY THE CONSTRUCTION. 6. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE STREET RIGHT-OF-WAY AND THE PROPERTY BOUNDARY. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. GRADE ALL DRAINAGE AWAY FROM BUILDING STRUCTURES IN ALL DIRECTIONS. DO NOT ALLOW WATER TO POND ON SITE. FOLLOW THE ADDITIONAL SURFACE AND SUBSURFACE DRAINAGE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 8, THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO FULL SETS OF CONTRACT DRAWINGS MARKED UP TO INDICATE ALL AS -BUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE WORK. WHERE PRACTICAL, THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO SUBSURFACE STRUCTURES. 9. SITE TOPOGRAPHY AND BASE PLAN INFORMATION PROVIDED BY THE ARCHITECT. BUILDING FINISH FLOOR ELEVATIONS, ACCESS DRIVE GRADES AND LANDSCAPE GRADING TO BE DESIGNED BY OTHERS. SEE ARCHITECTURAL AND STRUCTURAL ENGINEERING PLANS. FOR ADDITIONAL BUILDING AND LANDSCAPE INFORMATION. 10. ALL PRODUCT INFORMATION SHOWN IS AS PROVIDED BY THE MANUFACTURER. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND COMPLYING WITH THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS FOR THE INSTALLATION OF ALL MATERIALS WITH SPECIAL ATTENTION TO PROPER SEALING OF MATING SURFACES. THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER IF ANY DISCREPANCIES ARE FOUND BETWEEN THE DELIVERED PRODUCTS AND THOSE SHOWN ON THIS PLAN. 11. STORM DRAIN PIPES TO BE INSTALLED WITH 0.5% MINIMUM SLOPE TOWARDS THE DRYWELL SYSTEMS. HEAT TAPE SHALL BE INSTALLED IN ALL ROOF DRAIN PIPES, DOWNSPOUTS, TRENCH DRAINS, AND STORM DRAIN PIPES. STANDARD RISER J !' SECTION(S) WITH PLACE FILTER FABRIC OVER CRUSHED NATIVE BACKFILL IN 6 - STONE UPPER 6' 3 0 IO PERFORATED RISER - �_ O LL m% I POST (2" X 2^ NOMINAL) SECTION(S) WITH UQ" 24^ CRUSHED STONE IN o SILT FABRIC MIN. LOWER 6' OF DRYWELL NOTES STAPLED TO--,,. POSTS2F 1' 1. PRECAST MANHOLE SECTIONS TO MEET ASTM C-478. MIN. 2. BACKFILL EXCAVATION AROUND STRUCTURE WITH COMPACTED MIN. 1yf' CRUSHED STONE IN LOWER 6- (TOP OF PERFORATED '\ SECTIONS) AND WITH NATIVE MATERIAL TO lE" BELOW COMPACTED 42" R FINISH GRADE. PLACE 12" TOPSOIL AND RENEGE TATE BACKFILL MIN. 12 WITH NATIVE GRASSES. SILT FENCE — —� 3. OVERALL DEPTH, MINIMUM OF 10-FEET PER CITY OF ASPEN. FABRIC �1I IN. ANCHORED q 4. PERFORATED SECTION TO BE INSTALLED 4 FT. MINIMUM INTO IN TRENCH i ;_;. TYPICAL DRYWELL SECTION L ED E14GINEER TO BE ASTENCOUNTERED DETAIL AND ATTACHED GW IF GROUNDWATER OR BEDROCKLUVIUM. IMMEDIATELY ELYRVIOUS FRMLY TO SIRENC6H^ ANCHORED IN TRENCH AND FIRMLY ATTACHED SILT FENCE FABRIC TO POST ��6- x 6" TRENCH FLOW (N.T.S.) 5. DRYWELL GRATES SHOULD BE CLEANED AFTER EACH STORM EVENT AND SEDIMENT AND DEBRIS SHOULD BE REMOVED FROM DRYWELLS EVERY 12 MONTHS MINIMUM. SEDIMENT CONTROL FENCE DETAIL (N.T.S.) 9 ZONE AE ROs1R1NO F6 a � MY OF ASPEN"' Geo�aa ZONE X J lI E E\ STUDY ING OR APPROXIMATE SCALE IN FEET 500 0 501 0 NATIONAL FLOOD INSURANCE PROGRAM /� z ONE X�\ FIRM \ \ \ FLOOD INSURANCE RATE MAP \\ PITKIN COUNTY, I o �I COLORADO AND 7875 \ C�Ty,F. I INCORPORATED AREAS '878 c, r Oft, C / kFdararfeya v 6,�, oe PANEL 204 OF 325 ZO � ZONE 7898 `F&T 7905 r 13 cU\Feemritl9? j X7917 ✓� �P.O LEFFE JUN E4, 1987 Federal Emergency Management Agency This is an official copy or a no mn of the atm@ r0orenced 11000 mapIt was extracted using F-MR On -Line. This map does net reflect changes \g2 or ementlmen a which may dhave been made subsequent to the date on the A E Htle dock. For the latest product In ormatlon about National Flood Inauranee E Program flood maps check the FEMA Flood Map Store at w .msafema. gov 0 r— L =>CD O O rQ N C) CD O O k7l %il 00752005 00762007 Appendix • • 00752005 no762005 114 Neale Street, Aspen DRAINAGE CALCULATIONS 12.2005 Historic Conditions Area (Total): 15,160 sf = 0.348 ac. f Concentration. Tc FEW Velocity Method L = L L = 1601 Tc = V k*sgrt(S) S = 11.2 % k = 0.25 *(Forest) Tc = 191 sec. = 3.19 min. use: 9.00 min. (ITF) C = 0.20 (Forest, cottonwood, brush, ,grasses, Soil Type B, 6%+, Good Condi 5-yr = 100-yr = IDiseharlZe, q: q=CIA 3.9 in/hr (ITF) 6.5 in/hr (ITF) q5 = 0.271 cfs gloo = 0.452 efs Hydrologic Analysis and Design, R. McCuen, Prentice Hall, 1959. 00752005 00762005 114 Neale Street, Aspen DRAINAGE CALCULATIONS April 12, 2005 BUI Project: Brien Proposed Conditions Area (Total): 15,160 sf = 0.348 ac. Impervious: 7,145 sf = 0.164 ac. rass/Landscaped: 8,015 sf = 0.184 ac. Time of Concentration, Tc: Velocity Method* L, + LZ L, = N/A L2 = N/A ' Tc = kj*sgrt(Sj) k2*sgrt(S2) S, = N/A % S2 = N/A % k, = N/A k2 = N/A Tc = N/A sec. = Fast min. use: 9.00 min. (171717) Runoff Coefficient, C: C, = 0.95 rt(Impervious) C2 = 0.30 *(Grass/Landscaped, 6%+) Weighed C = 0.61 Rainfall Intensity, I: 5-yr = 3.9 in/hr (ITF) 100-yr = 6.5 in/hr (TTF) Discharge, q: q = CIA q$ = 0.823 cfs gioo= 1.372 efs Hydrologic Analysis and Design, R. McCien, Prentice Hall, 1989. 00752005 n076200r 114 Neale Street, Aspen DRAINAGE CALCULATIONS April 12, 2005 BUI Project: Brien Input into AutoCAD Hydrology TR-55 Tabular Method By: DJW Date: 4/1212005 Area: Property: 15,160 SF± Precipitation, 24 hr: 100-yr: 2.8" Time of Concentration, Tc Historic: Sheet=160'@11.2°i Shallow,= N/A Tc= 0.642 hr Proposed: Sheet= Fast Shallow,= Fast Tc= 0.100 hr (min.) Soil Type: Type Ci: 92: Redrob Loam (deep, poorly drained, moderate permeability) Curve Number, CN Property: Historic=44 Cottonwood, brush, grasses, 80%vegetative Cover Dev.=92 52% Grass.Landscape (86), 48% Impervisous (98) Historic Runoff, Q Property: QE,A too= 0.001 cf Developed Runoff, QF Property: QD,A 100= 1.084 cf Detention Required, VG Property: VS,A= 1379 cf 00752005 0076200 D 114 Neale Street, Aspen DRAINAGE CALCULATIONS April 12, 2005 BUI Project: Brien Detention Calculations Rational Formula Hydrograph Method: Vs, = 0.08264 * (gP-gH) * tH qP,S = 0.823 cfs gP,100 = 1.372 cfs 911,5 = 0.271 cfs gH,100 = 0.452 cfs tH = 0.15 hr q,cfs 5-Year VST.S = 0.00682 ac-ft qP ----- = 297 cf qH 100-Year: ' VST,100 = 0.01136 ac-ft = 495 of Imperical Method: tP tH t, hr Vs kA k = (1.78i-0.002i2-3.56)/1000 i = 47.1 % k = 0.0758899 V5= 1,150 c.f. FAA Method: Q=CI90A 90= 1.5 in/hr A= 0.348 ac. QH90,100= 0.104 QP90,100= 0.317 VS=(CP90,100-CH90,100)*90 min*60sec/min. VS= 1,146 c.f. SCS-TR55 Method VS 1,379 c.f. *AutoCad Hydrology SCS-TR55 Tabular (See Attatched Calculations) Average: Vs= 1,042 c.f. 114 Neale Street, Aspen DRAINAGE CALCULATIONS April 12, 2005 BUI Project: Brien 6'0 Drywell Calculations Calculation of Drywell and Gravel for Each Drvwell (Four-6'0 Drywells Variables Volume to Width of Depth of gravel Dia of Percent Detain (cf) Gravel (ft) Below M.H. (ft) M.H. (ft) Voids (%) 261 1 1 6 40 Area of M.H.(sgft) 28.3 Area of Gravel (sqft) 22.0 Depth Volume of Vol of Gravel Vol of Drywall Vol of Drywell Vol of Total Volume Varied Gravel Voids Conic Section Cyl. Section Drywall Volume Met (ft) (cf) (cf) (cf) (c (cf) (cf) 1 0.0 0.0 62.8 0.0 62.8 62.8 no 2 0.0 0.0 62.8 0.0 62.8 62.8 no 3 0.0 0.0 62.8 0.0 62.8 62.8 no 4 0.0 0.0 62.8 28.3 91.1 91.1 no 5 0.0 0.0 62.8 56.5 119.4 119.4 no 6 0.0 0.0 62.8 84.8 147.7 147.7 no 7 50.3 20.1 62.8 113.1 175.9 196.0 no 8 72.3 28.9 62.8 141.4 204.2 233.1 no 9 94.2 37.7 62.8 169.6 232.5 270.2 Meets Min. 10 116.2 46.5 62.8 1 197.9 260.8 307.2 1 Meets Min. Note: Gravel depth begins 6.0' below surface (freeze depth), drywell shall beat least 10' deep per City of Aspen. herefore Four 4 6' dia, manholes with 1' of gravel at a minimum depth of 10' will exceed on -site detention re uirements u • O O O O --j -j 011 V7 N N O O O O v-T vt 00752005 Brien Property 114 Neale St. 100-yr Runoff Existing Conditions 4/12/05 TR-55 Tabular Hydrograph Method Input Summary Description ..................... 100-yr Historic Conditions Rainfall Distribution ........... Type II Ia/P Interpolation .............. on Total Area ...................... 15160.00 ft2 Peak Time ....................... 12.700 hrs Peak Flow ....................... 0.001 cfs Given Input Data: ------------------------------------------------------------- subarea Area CN Tc Tt Rainfall Description (ft2) (hrs) (hrs) (in) ------------------------------------------------------------- Site 15160 44 0.642 0.000 2.80 Support Data: subarea Name: Site, Row: 1 sheet Flow ---Description ..................... Manning's n ..................... 0.800 Flow Length ..................... 160.00 ft Two Yr, 24 hr Rainfall .......... 1.60 in Land slope ...................... 0.11 ft/ft computed Sheet flow time ................> 0.642 hrs Total Time of Concentration ................> 0.642 hrs 00762005 u 00752005 Brien Property 114 Neale St. Proposed Conditions 4/12/05 TR-55 Tabular Hydrograph Method Input Summary Description ..................... 100-yr Proposed Conditions Rainfall Distribution ........... Type II Ia/P Interpolation .............. On Total Area ...................... 15160.00 ft2 Peak Time ....................... 12.100 hrs Peak Flow ....................... 1.084 cfs Given Input Data: ------------------------------------------------------------- Subarea Area CN Tc Tt Rainfall Description (ft2) (hrs) (hrs) (in) ------------------------------------------------------------- site 15160 92 0.100 0.000 2.80 Support Data: Subarea Name: Site, Row: 1 Sheet Flow ---Description ..................... Manning's n ..................... 0.011 Flow Length ..................... 20.00 ft Two Yr, 24 hr Rainfall .......... 1.60 in Land slope 0:45 ft/ft Computed Sheet flow time ........ > 0.002 hrs Shallow concentrated Flow ------------------------- Description ..................... Surface......................... unpaved Flow Length ..................... 100.00 ft watercourse slope ............... 0.13 ft/ft velocity ........................ 5.82 fps Computed shallow flow time .....................>0.005 hrs Total Time of Concentration .........................> 0.007 hrs 00762005 Brien Property 114 Neale St. 100-yr Detention 4/12/05 Basin Output Pond Name ....................... Distribution Type ............... Frequency Type .................. Area .. Peak Inflow ..................... Peak outflow .................... Runoff.......................... Runoff volume ................... storage volume .................. • 00752005 00762005 Type II 100 years 15160.00 ft2 1.084 cfs 0.001 cfs 1.970 in 2488.611 ft3 1378.624 ft3 CTUTHOMPSON, INC. CONSULTING ENGINEERS WA L % % SOILS AND FOUNDATION INVESTIGATION TRETTIN RESIDENCE 114 NEALE STREET ASPEN, COLORADO Prepared For: MR. HENRY TRETTIN 3350 Ocean Park Blvd. Santa Monica, CA 90405 Job No. GS-3808- December 2, 2002 CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE • GLENWOOD SPRINGS, COLORADO 81601 0 (970) 945-2809 0 0A2005 TABLE OF CONTENTS SCOPE SUMMARY OF CONCLUSIONS SITE CONDITIONS PROPOSED CONSTRUCTION SUBSURFACE CONDITIONS SITE EARTHWORK FOUNDATION SLAB -ON -GRADE CONSTRUCTION BELOW -GRADE CONSTRUCTION SUBSURFACE DRAINAGE SURFACE DRAINAGE LIMITATIONS FIGURE 1 - APPROXIMATE LOCATIONS OF EXPLORATORY PITS FIGURE 2 - SUMMARY LOGS OF EXPLORATORY PITS FIGURES 3 AND 4 - GRADATION TEST RESULTS FIGURE 5 - EXTERIOR FOUNDATION WALL DRAIN ml 1 1 2 2 3 3 4 6 6 7 8 8 MR. HENRY TRETTIN 114 NEALE STREET CTL/T JOB NO. GS-3808 0 6191917g This report presents the results of our soils and foundation investigation for the proposed Trettin Residence at 114 Neale Avenue in Aspen, Colorado. We conducted the investigation to evaluate subsurface conditions at the site and provide foundation recommendations for the proposed construction. Our report was prepared from data developed during our field exploration, laboratory testing, engineering analysis and our experience with similar conditions. This report includes a description of the subsurface conditions found in our exploratory pits, and presents our opinions and recommendations for design criteria for recommended foundations and floor systems, and geotechnical and construction criteria for details influenced by the subsoils. The recommendations contained in this report were developed based on the currently planned construction. If plans will differ significantly from the descriptions contained herein, we should be informed so that we can check that our recommendations and design criteria are appropriate. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Subsoils encountered in our exploratory pits consisted of 2 to 3 feet of sandy to silty clay "topsoil' underlain by clayey to silty gravel with cobbles and boulders to the total explored depth of 15 feet. Free ground water was not found in our exploratory pits at the time of excavation. Pits were backfilled immediately after excavation operations were completed. 2. We recommend constructing the residence on footing foundations supported by the undisturbed, gravel soil. Design and construction criteria for footings are presented in the report. 3. Wejudge potential differential movementof slabs -on -grade supported by the native gravel at this site will be low. Performance of slab -on - grade basement and garage floors will likely be good. MR. HENRY TRETTIN 114 NEALE STREET 1 CTL/T JOB NO. GS-3808 4. Surface drainage should be designed to provide for rapid removal of surface water away from the proposed residence. SITE CONDITIONS The Trettin Residence is proposed at 114 Neale Street in Aspen, Colorado. The lot is an approximately 0.35 acre parcel located northeast of the intersection of Neale Street and Queen Street in Aspen, Colorado as shown on Figure 1. Single- family residences are located on property to the north and east of the subject lot. It appears that soils were excavated from the area of the building envelope in the past. Building envelope ground surface is comparatively flat and lower than surrounding grades. Ground surface in the northeast part of the lot slopes gently down to the southwest, to the crest of a steep slope that drops approximately 10 feet down to the building envelope. Approximately 4 to 5 feet high steps in ground surface elevation are south and east of the building envelope. Irrigated grass is present on much of the property with numerous trees and shrubs PROPOSED CONSTRUCTION We understand the proposed Trettin Residence will be a three -level, wood - frame building with the firstfloor level constructed as a walkout basement. A garage will be incorporated in the first floor level. Basement and garage floors will likely be slabs -on -grade. We were informed that foundation walls may be constructed with a precast, concrete panel system, such as "Superior Walls". Foundation loads are expected to vary between 1,010 and 3,000 pounds per lineal foot of foundation wall with maximum interior column loads of 30 kips. Maximum foundation excavation depths on the order of 8 to 10 feet deep are expected. If construction will differ significantly from the descriptions above, we should be informed so that we can adjust our recommendations and design criteria, if necessary. MR. HENRY TRETTIN 114 NEALE STREET Z CTLT JOB NO. GS-3808 SUBSURFACE CONDITIONS Subsurface conditions at the site were investigated by excavating three exploratorypits (TP-1 through TP-3) at the approximate locations shown on Figure 1. Excavation operations were directed by our representative who logged the soils encountered in the pits and obtained samples. Samples obtained in the field were returned to our laboratory where field classifications were checked and typical samples selected for testing. Graphic logs of the soils encountered in our exploratory pits are shown on Figure 2. Subsoils encountered in our exploratory pits consisted of about 2 to 3 feet of sandy to silty clay "topsoil" underlain by clayey to silty gravel with cobbles and boulders to the total explored depth of 15 feet. Observations during excavation indicated the gravel was dense to very dense. Free ground water was not found in our exploratory pits at the time of excavation. Pits were backfilled immediately after excavation operations were completed. Three samples of the gravel selected for gradation testing contained 50 to 63 percent gravel, 34 to 38 percent sand, and 3 percent silt and clay size material. Gradation test results are shown on Figures 3 and 4. SITE EARTHWORK We expect minimal site grading will be performed. Areas which will receive fill should be stripped of vegetation, organic soils and debris. The on -site soils free of organic matter, debris and rocks larger than 6 inches in diameter can be used as fill. Fill should be placed in thin, loose lifts of 10 inches thick or less, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95percent ofstandard Proctor (ASTMD698)maxim urn dry density. Placement and compaction of fill should be observed and tested by a representative of our firm during construction. MR. HENRY TRETTIN 114 NEALE STREETS CTLT JOB NO. GS-3808 0 We anticipate excavations for the foundation and utilities can be accomplished using conventional, heavy-duty excavation equipment. Excavation sides will need to be sloped or braced to meet local, state and federal safety regulations. We believe the native gravel soil will classify as a Type C soil based on OSHA standards governing excavations. Temporary slopes deeper than 5 feet should be no steeper than 1.5 to 1 (horizontal to vertical) in Type C soils. Contractors should identify the soils encountered in the excavations and refer to OSHA standards to determine appropriate slopes. Free ground water was not encountered in our exploratory pits during excavation operations. We do not anticipate excavations forfoundations or utilities will penetrate ground water, however, excavations should be sloped to a gravity discharge or to a temporary sump where water can be removed by pumping. The ground surrounding the excavations should be sloped to direct runoff away from the excavation. FOUNDATION Foundation recommendations are developed based on subsurface conditions exposed in exploratory borings or pits, laboratory test results, engineering analysis and experience. We understand a precast, concrete panel foundation wall system, such as a "Superior Wall" system is being considered for the Trettin Residence. Some of these precast wall systems are designed as essentially walls -on -grade placed on a layer of washed rock. We do not have experience regarding long-term performance of these systems with the subsoil and subsurface water conditions which are present in the local area. We recommend cast -in -place foundation walls or precastwall panels be placed on footing foundations which are supported by the undisturbed, native gravel soil. If a precast panel system is used, care should be taken to seal joints between panels to prevent infiltration of subsurface water into below -grade areas of the residence. MR. HENRY TRETTIN 114 NEALE STREET CTLIT JOB NO. GS-3808 4 0 The completed foundation excavation should be inspected by a representative of our firm prior to placing forms to confirm that the gravel is exposed and suitable for support of the footings as designed. We anticipate maximum total settlements of less than 1 inch with differential settlement of about 1/2 total settlement. Recommended design and construction criteria for footings are presented below. 1. The footing foundations should be supported on the undisturbed, native gravel soil. Soils loosened during the excavation or forming process for the footings should be removed or the soils can be re - compacted prior to placing concrete. A leveling course consisting of a 4-inch thick layer of densely compacted, CDOT Class 6 aggregate base course can be used, if necessary. 2. Footings should be designed fora maximum soil bearing pressure of 5,000 psf. 3. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required, depending upon foundation loads. 4. Grade beams and foundation walls should be well reinforced, top and bottom, to span undisclosed loose or soft soil pockets. We recommend reinforcement sufficientto span an unsupported distance of at least 10 feet. Reinforcement should be designed by a qualified structural engineer considering the effects of lateral loads on wall performance. 5. The soils under exterior footings should be protected from freezing. We recommend the bottom of footings be constructed at a depth of at least 42 inches below finished grades for frost protection. The City of Aspen building department should be consulted to verify the required depth. MR. HENRY TRETTIN 114 NEALE STREET 5 CTUT JOB NO. GS-8808 • SLAB -ON -GRADE CONSTRUCTION Basement and garage floors will likely be slabs -on -grade. Based on our laboratory test data and our experience, we judge slab -on -grade construction can be supported by the undisturbed, gravel soil or structural fill built with the native gravel with low potential risk of differential movement and associated damage. If required, a leveling course consisting of a 4-inch thick layer of densely compacted, CDOT Class 6 aggregate base course can be used. Slabs should be separated from exteriorwalls and interior bearing members with slip joints which allow free vertical movement of the slabs. Exterior patio and porch slabs should be isolated from the residence. These slabs should be well - reinforced to function as independent units. Frequent control joints should be provided according to American Concrete Institute (ACI) recommendations to reduce problems associated with shrinkage and curling. BELOW -GRADE CONSTRUCTION Foundation walls which extend below -grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Many factors affect the values of the design lateral earth pressure. These factors include, but are not limited to, the type, compaction, slope and drainage of the backfill, and the rigidity of the wall against rotation and deflection. For a very rigid wall where negligible or very little deflection will occur, an "at -rest' lateral earth pressure should be used in design. For walls which can deflect or rotate 0.5 to 1 percent of wall height (depending upon the backfill types), lower "active" lateral earth pressures are appropriate. Our experience indicates typical below -grade walls in residences can deflect or rotate slightly under normal design loads, and that this deflection results in satisfactory wall performance. Thus, the MR. HENRY TRETTIN 114 NEALE STREET 6 CTLT JOB NO. GS-3808 0 earth pressures on the walls will likely be between the "active" and "at -rest' conditions. If the on -site soils are used as backfill, we recommend design of below -grade walls using an equivalent fluid density of at least 45 pcf for this site. This equivalent density does not include allowances for sloping backfill, surcharges or hydrostatic pressures. The recommended equivalent density assumes deflection; some minor cracking of walls may occur. If very little wall deflection is desired, a higher equivalent fluid density may be appropriate for design. The structural engineer should also consider site specific grade restrictions on the behavior of the walls. Backfill placed adjacent to foundation wall exteriors should be free of organic matter, debris and rocks larger than 6 inches in diameter. Backfill should be moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. 011 f�13ITIN:461 7e1VrM Water from rain, snow melt and surface irrigation of lawns and landscaping frequently flows through relatively permeable backfill placed adjacentto a residence and collects on the surface of relatively impermeable soils occurring at the bottom of the excavation. This can cause wet or moist conditions in below grade areas after construction. To reduce the likelihood water pressure will develop outside foundation walls and reduce risk of accumulation of water in the firstfloor level, we recommend provision of a foundation drain. The drain should consist of a 4-inch diameter, open joint or slotted pipe encased in free draining gravel. The drain should lead to a positive gravity outfall, or to a sump pit where water can be removed by pumping. A typical foundation drain detail is presented on Figure 5. In addition, crawl spaces (if constructed) should be provided with adequate ventilation. MR. HENRY TRETTIN 114 NEALE STREET 7 CTLIT JOB NO. GS-3808 A recent practice is to circulate conditioned air from living areas through the crawl space. The mechanical systems contractor could evaluate the appropriateness of this type of system. SURFACE DRAINAGE Surface drainage is critical to the performance of foundations, floor slabs and concrete flatwork. The ground surface surrounding the exterior of the residence should be sloped to drain away from the residence in all directions. We recommend providing a slope of at least 12 inches in the first 10 feet around the residence, where possible. In no case should the slope be less than 6 inches in the first 5 feet. Backfill around the exterior of foundation walls should placed be in maximum 10 inch thick loose lifts, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. The residence should be provided with gutters and down spouts. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks and downspout extensions should be provided at all discharge points. LIMITATIONS Our exploratory pits were located to obtain a reasonably accurate picture of subsurface conditions. Variations in the subsurface conditions not indicated by our pits will occur. We should observe the completed foundation excavation to confirm the native gravel soil is exposed and suitable for support of the footings as designed. Our report was based on conditions disclosed by our exploratory pits, laboratory testing, engineering analysis and our experience. Criteria presented MR. HENRY TRETTIN 114 NEALE STREET CTUT JOB NO. GS-3808 reflect our understanding of the proposed construction. If construction will differ significantly from the descriptions in the report we should be informed so that we can check that our recommendations and design criteria are appropriate. This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No other warranty, express or implied, is made. If we can be of further service in discussing the contents of this report or in the analysis of the influence of the subsoil conditions on the design of the structure, please call. CTUTHOMPSON, INC. 4Ja s D. Kell St Geotec al Engineer Reviewed Ai John John �echlii Bran Man; JDK:JM:cd (5 copies sei MR. HENRY TRETTIN 144 NEALE STREET CTLIT JOB NO. GS-3808 9 TRETTIN RESIDENCE 114 NEALE STREET ASPEN, COLORADO APPROXIMATE LOCATIONS OF EXPLORATORY PITS Job No. GS-3808 Fl9' I TP-1 TP-2 TP-3 0 Fa Fa va 0 5 0 o 5 a� L_ dLi m 10 O 0 e� 0 0 0 e� 0 10 S E m e� 0 15 15 20 20 LEGEND: ® Sandy to silty clay "topsoil" roots and organics, moist, dark brown. Gravels, cobbles, boulders, o��, dense to very dense, slightly moist to moist, tan, brown. (GP) Indicates bulk sample. NOTES: 1. Exploratory pits were excavated with a trackhoe on November 15, 2002. Pits were backfilied immediately after excavation operations were completed. 2. No free ground water was found In our exploratory pits at the time of excavation. 3. Locations of exploratory pits are approximate. 4. These exploratory pits are subject to the explanations, limitations and conclusions as contained in this report. SUMMARY LOGS OF EXPLORATORY PITS Job No. GS-3808 Fig. 2 0 I HYDROMETER ANALYSIS I SIEVE ANALYSIS 25 HR. 7 MR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. I MIN. '200 '100 '50 '40 '30 '16 *10 'S -4 31W 314' IW 3' 5*6' 8* 100 ---------- ---- — ---------- -------- ----- ---- a ---------- - ::: ---- ------ : - ----- -- -------- - ------ - - ----- -- -------- ------- ------- ------ --- ----------- ------------ ----- ----- ---------------- ------------- ------ --- --- F ----- 10 80 ------- --- ----------- ---------- ----- --- --- ---------- --------- ------ --------------- -------------- - -------- ----- ------- ---- ----- ---------- - ---- ---- - ------ ------- -------------- — ------ ----------- -------- --- --------------- --------------- ----- ----- 20 70 ---------- :--: -- ------ -- ----- ------ ------------------------ ------------------ ------- ------- -- ---------- -- ----- -------- --- 4- 30 60 ------- ------- ---------- ---------- ------ ------ ------- ------ - ------- ------- --------- -------- ------- -------- ------- ------- ---- ---- ---- ------- ------- ---------- ------ -------- ------- ---------------- ----- ;:::: ---- ---- 40 ------- --------------- - ----- ::: — ::: -- :::::::: ------- :- ----- - - ------- -- oo,-::: ------- -- ----- ------- -- soso ------- ---------- ------ -------- ------- * ------ ------ - ------- - ------- ------- -------- - - -------- ------ --- -- ------ - -------- ------- ------- -------- ---------------- - ------- ------ ---- --- ---- --- ------ �4r ---- ------- -------- ----- 40 ---------------- ------- ---- --- --'40 ------- ------- ---- ------- -------- ----- LO -------- ------- ---- --- ----- 30 ------- --- ----- ------ -- - ------- -- ---- -------- ------- ----- 1- ------ I ---------- ---------- ------ ----- - ------- ------------ ::-: ::-:W:- ------ ---- 70 20 ----------- --- ------ --------------- ------- ----- ------- --- - ----- ----- ---------- so 10 ------- ----- ---- ------- -- ---------- ------- - ----------- -------- - 0 - --- -- ---- -- ------- .001 0.002 005 .009 .019 M? .074 .149 .297 .690 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 200 0.42 152 DIAMETER OF PARTICLE IN MILLIMETERS I CLAY (PLASTIC) TO SILT(NON-PLASTIC) SANDS GRAVEL FINE MEDIUM I COARSE FINE COARSE I Sample Of GRAVEL, CLEAN (GP) GRAVEL 63 % SAND 34% From TP-1 AT 9-10 FEET SILT & CLAY3 % LIQUID LIMIT - % PLASTICITY INDEX - % I HYDROMETER ANALYSIS I SIEVE ANALYSIS 25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. IS MIN. 60MIN. 19MN. 4MIN. 1MIN. 200 -100 '40 20 -16 -10 T -4 3/81, 14" IW 3" 5"6 a, 100 4 4 -1 t ------- ------- 0 - --- -- ----- - ------______ --- - - ----------- ------- ------- ---- -- -------- ------- --- 10 so ------- --- -- - ------ ---- I -------- ---- ---- ------ ------ ------- ----- - --- -- --------- ------ -------- ------- ----- ------- ------------ ---------------- ------------ -- ' ----- - -------- ------ ........ 20 70 -------- ---------- ----------------- ------ ------- ------------ ------------ - -- — ----- — — --------- ----------- - ---------- ----- ----- - -- - / ----- ------ - ------ ----------- -; ----- ------- ----- i - ----- — ------ 30 -------- ---------- ------ - - ------ --------- ------- -------- - ------ ------ w --- ------ -------- ------- - www-ww,- W--Ww-w ------- ---------- ___ --- --- - ------ --- - - : -- -------- -- - ------- --- ------------ ----- - -------- -- --- - 40 50 - - ------- ---------- -------- ------ - ---- --------- --- w ---- ---- WW - ------- ------- --------------- -------- -------- --- -- - ----- ----------- ---- ------------ ----- 00-, ------------------- --- 50 U 40 ----- 1 - ----- ----- -------- -- --- ---------------- ------- ----- ----- - -------- ----- 60 -- ----- ------ - -- ----- --------------- ----- ---------------- -- W— --- ------- --- --- --- ------------ --- ----- ----- -- ------ ------- ------- T- -------- ---------- ------ -------- --- -------- ------------ ----------- 1 20 ---- ---------- ------ -------- ----- --------- - ----- - ...... 1- -- ----------- - ---------------- ---- ------- --- w ---- -------- 80 -- ------------- --------- ------ ------- ...... ---- ------- ---------------- ---- - -------- ----- i- w --- ---- -------- ------- ----- - - - --- ------- 11 - ------- - ----------- ---- ---------- ---------- ---- ------ --- - - - w ----- W—W --- -------- -------- - :::::!: ------- - --- :1::::::: w --- w -- -- --- 100 .w1 O.M .009 .019 .037 074 .149 297 WO 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 200 0.42 152 DIAMETER OF PARTICLE IN MILLIMETERS SANDS GRAVEL I CLAY (PLASTIC) TO SILT (NON -PLASTIC) i FINE I MEDIUM COARSE I FINE I COARSE Sample Of GRAVEL, CLEAN (GP) GRAVEL 61 % SAND 36% From TP-2 AT 13-14 FEET SILT & CLAY 3 % LIQUID LIMIT - % PLASTICITY INDEX - % Gradation JOB No. GS-3808 Test Results FIG. 3 E 0 FM I HYDROMETER ANALYSIS I SIEVE ANALYSIS 25HR. 7HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. 15 MIN. 60 MIN, 19 NUN. 4 MIN. I MN. 200 '100 % '40 '30 *16 -10-8 -4 3W 3/4" 1W' 3" 5"6' 8' 100 7 ----- ::,- :: ---- -------- I ------- ---- -- - ------- I. ------- ----- --- --- ------------- ----- - ----- 0 so ------ --- ---------- ----- ------ I:: I - ------- ----- ...... -- ------- ------- ------ 10 ---------- ------ -------- - - .............. ...... -- ----------- - -- - ----- 1 ---1 ------ ------- . ----- I - ............ -------- ------- --------------- ---- 11 ----- 20 70 ---- -------- - ------- .......... ............... ..... -------------- ----•- -------- ------- 30 60 ------- ------- ---------- ---------- ------ ------ -------- -------- ----- - ---------------- ------- ----- ----- ---------- --------- ------ ------ -------- ------- ze ---------- ------ - — --- ------- ---------------- ------- --- ----- ------- ----- ------- — ------- -------- -------- -- 40 50 ------- ---------- ------ --------- --------- -- ------ -------- ----- ------- . ------- ---- ----- --- --- --- ------- ------- ------- ------- ----- - ----- ----- ----- ----- ---------- - - -- - --- ----- --- ---------- ------ - --------- ----- ------------- ----- - -------- 4r- so ----- ---- ------- ------- ------- ----- -------- - t ---- ----- ------- -------- - ------- -------- -------- --- ---- - ------- ----- ---- ------ ---------------- -- ------ - --- -- - ------ ------- ------- ----------- --- ------------ 4- ----- — : -:': --- ------- ------- 60 30 --- --- -- - -- ------- ------- ---------------- ----- — ------------- ------------ -- ----- ----- ------ ----- ------ ......— ---- ----- - ----------- ------- ---------------- -------- --- ----- --- ---. ---:------ -- ----- ------- ------ 70 20 - ------- ---- -------------------------------- - ----------- -A-- ---------- ------ -------- ------- ------------------- --- ---------------------- I-- -------- -1-- ----- 1.----- ------------- ------ - 10 ----- ------------------ ----------------------- --I- ---------------- --- -- ---- - -- ------- ---- ----- -------------------- ---------------------------- ------ - -- -- -- I.... ... -- - ---- -----:------ - - --- ---- ------- ------:.----- - ------------------ 0 ---------------------- - D01 0.002 .005 .009 .019 .037 .074 .149 .297 690 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 TOO 0.4� 152 DIAMETER OF PARTICLE IN MILLIMETERS I CLAY (PLASTIC) TO SILT (NON -PLASTIC) I SANDS GRAVEL FINE I I COARSE I MEDIUM I FINE COARSE COBBLES Sample Of GRAVEL, CLEAN (GP) GRAVEL 59 % SAND 38 % From TP-3 AT 4-5 FEET SILT & CIDW-3 % LIQUID LIMIT - % PLASTICITY INDEX - % I HYDROMETER ANALYSIS SIEVE ANALYSIS ---1 25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45MIN. ISMIN. WMIN. 19MIN. 4MIN. IMN. 2m -100 '50 '40 nO -16 -10-8 -4 w 3/4" 1%* y YT r 100 ------- ------- ------ 90 - -------- --------------- -- - ----------- ------------- ---- i - ------ --------- ------- I ------ -------- ---------- ---------- ------ ------ ----- -- ------- ------- --------------- -------- ---- --- ---- ------- --- - ----------- ------- ------- -- -------- -------- ----- 10 80 I ------------- ---- - 1— ----- I - --- ---------- -------- --- --- --- --- ------- -------- 1. ---------- ---------- ------ ------ -------- --- ---- ------------ ------------ -- —= ----- i- .... --- — — -------- — -------- -------------- ------- --- 20 70 -------- ----- -- ----- ----- ------- ---- ------------ ------------ ---- ------- ---------- - --------- ------ ------- -- ---- 30 -------- -- -------- -------- ---------- w -------- - ------ ------ ........ - ------- - .4- - so- ------ ------- -------- -------- ----- ---- Z 40 rc ------------ -- ------- - 50 ------ - --------------- - ----- W-,.--Ww -- -------- ----- ------- -------- ---------- --------- ---------- - ------ --------- ------- --------- ----------- ---- ----- ------- - ------- ------- ---- --------------- ------- - 11 ---- --- -------- so 40 ------ -------- ------ ------------- --- ----- - ---------------- ----- - ------ -------- --- - ------- --- 4 ---- ----- :::::::: :-_:- - ---------------- -- -------- ------- -------- - ---- 4- w ---- ------- --- ----------- ---- --- - ------------- -- - ------- — ------ w ------- - - ----- ---------------- ----- -------- ---- __.__.. ------- ______. W-W ---- -------- 20 -- ------ -------- — .................. - --- ------------- ------ w ----- --- ----- - W-4- ---W--W --------- ---- :::: ------ --- — ... ww ------ ------- - - - - - - - - - - ---- - - ------ - - - - - -- 9---- --- :::: — - - - - - - - - 9 ------------------------ ---------------- ----- ------------------ ----- I -- ---- ---------- -W ----- -------- -------- ----- i- — 80 10 --------- ---------- ------ -- ------- — - : ....... ---------------- --W--W--W ------- --- --- ------- W — -1 ------------- ------- - - - ------------------- ---- - - - -------- 9 ----- ::: ::::: ::::-:: -: - 4w --- 9- .... ------ -------- -- - - - - - - w ----- ------- -------- w ------ I - w ----- ---- . . --- ------------ . . . . . . . --- I ---------------- ----- ww - ------- ---- ------- --- ------ - ------- ------- ----- --- go 0 - - - - - - - - - - ------- - - - - —:- I I - — ---------- ------- 11 --- --- ----- - - W-� ------- ----- ---- ----- IDO .001 0.002 ODS .019 .037 .074 .149 .297 0W42 590 1.19 20 2.38 4.76 9.52 19.1 361 76.2 127 2162 M DIAMETER OF PARTICLE IN MILUMETERS I CLAY (PLASTIC) TO SILT (NON.PLASTC) SANDS i GRAVEL FINE I MEDIUM COARSE I FINE I COARSE COBBLES Sample of From JOB NO. GS-3808 GRAVEL % SAND % SILT & CLAY % LIWIDLIMIT—% PLASTICITY INDEX % Gradation Test Results F1G.4 �'S'Ri� �D�� SLOPE PER REPORT BACKFILL (COMPOSMON MID COMPACTION PER REPORT) BELOW GRADE WALL SLOPE ENCASE PIPE IN WASHED PER CONCRETE AGGREGATE (ASTM OSHA C33, NO. 57 OR NO. 67) EXTEND GRAVEL TO AT LEAST 1/2 HEIGHT OF FOOTING. 7 COVER GRAVEL FILTER FABRIC. 8" MINIMUM OR BEYOND SLOPE FROM OF FOOTING. (WHICHEVER NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. REINFORCING STEEL PER STRUCTURAL DRAWINGS PROVIDE POSITIVE SLIP JOINT BETWEEN SLAB AND WALL. FLOOR SLAB FOOTING OR PAD MINIMUM PROVIDE PVC SHEETING 7 GLUED TO FOUNDATION t WALL TO REDUCE MOISTURE PENETRATION 1:1 BOTTOM IS GREATER) 4—INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE LAID IN A TRENCH WITH A MINIMUM SLOPE OF 0.5 PERCENT. Exterior Foundation Wall Drain Job No. GS-3808 Fig. 5 CTL/Thompson, Inc. 1971 West 12th Avenue Denver, Colorado 80204 (303) 825-0777 Commercial Testing Laboratories, Inc. 22 Lipan Street Denver, Colorado 80223 (303) 825-0777 CTL/Thompson, Inc. 5240 Mark Dabling Blvd. Colorado Springs, Colorado 80918 (719) 528-8300 CTL/Thompson, Inc. 234 Center Dr. Glenwood Springs, Colorado 81601 (970) 945-2809 CTL/Thompson, Inc. 375 E. Horsetooth Rd. The Shores Office Park Building 3, Suite 100 Ft. Collins, Colorado 80525 (970) 206-9455 CTL/Thompson, Inc. 4718 N. Elizabeth Street, Suite C-2 Pueblo, Colorado 81008 (719) 595-1287