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Home My WebLink AboutFile Documents.533 W Hallam St.0031-2022-BCHO (6) ► 111104 ► CITY OF ASPEN 427 Rio Grande Place, Aspen, CO 81611 (970) 920.5090 www.aspen.gov NOTICE OF EXEMPTION AND AUTHORIZATION TO APPLY FOR LAND USE/ BUILDING PERMITS DURING THE EFFECTIVE TERM OF ORDINANCE#27, SERIES OF 2021 AND ORDINANCE #6, SERIES OF 2022 Property Address: 533 W Hallam Aspen CO 81611 Parcel ID Number: 2735-124-32-001 Property Owner: Duncan Skihaus, LLC. Representative/email: cduncan@duncancap.com Scope of Work (Provide narrative here and a separate pdf which is a succinct and clear set of supporting documents, to be attached to this form as Exhibit A, such as Letters of Completeness, Resolutions, Development Orders, Land Use Case numbers, Building Permit numbers etc. If the representation being made is that the work does not involve dimensional changes prohibited by the moratorium provide existing and proposed calculations, floor Plans and and elevations to be attached: The house was set 0.3'higher in space than what was originally permitted.We have maintained the grade relationship to the historic house,and the new house.the grade raised as the house raised in space.We have changed from a previous paver system to a solid patio system.The snow melt has expanded around where the garage skirt is located,and around the lightwell on the south east side of the house.We have almost everything together that was asked for in the pre-app email except for a Survey.The Surveyor cannot put one together because the project is under construction and there is no way to shoot points in any way that would be useful to any of us.The only thing they were able to do is to establish what the 100'benchmark elevation of the house is at now. Due to the circumstances noted below, the above referenced project as defined by the Scope of Work is exempt from the application of Ordinance #27, Series of 2021 and Ordinance #6, Series of 2022, and is authorized to pursue a land use review and/or building permit review during the effective terms of Ordinance #27, Series of 2021 and Ordinance #6, Series of 2022, ordinances which generally place a moratorium on residential development. This authorization does not guarantee issuance of a building permit or approval of any land use application. The applicant must submit complete information and pursue all authorized approvals in a timely fashion, adhering to all deadlines for submission, terms of Vested Rights, response times required to maintain an active building permit, and all other Land Use Code and Building Code requirements in effect as of December 8, 2021. Any amendments and or additional approvals not addressed or identified in the application, may be subject to Ordinance #27, Series of 2021 or Ordinance #6 Series of 2022. RECEIVED The project described above is permitted to proceed with land use review bec17/2022 (check all that apply): ASPEN BUILDING DEPARTMENT ❑ A land use application for a Development Order or Notice of Approval was submitted to the Community Development Department prior to final passage of the ordinance on December 8, 2021, and was subsequently deemed to be complete by the Community Development Department Director. ❑ The land use application is seeking a Development Order or Notice of Approval for a project consisting of 100°/0 Affordable Housing as that term is defined at §26.104.100 of the Aspen Municipal Code, or as may be deemed necessary for the issuance of Certificates of Affordable Housing for a 100% Affordable Housing project, or as determined by the Community Development Director. ❑ The land use application involves Voluntary AspenModern designation processes that meet the requirements of Section 26.415.025.0 and 26.415.030. ❑ The land use application or administrative request may be necessary to issue exempt building permits as described below, and as determined by the Community Development Director. The project described above is permitted to submit for building permit review because (check all that apply): o A building permit application was submitted to the Community Development Department prior to final passage of the ordinance on December 8, 2021, and was subsequently deemed to be complete by the Chief Building Official. o It is a building permit for a project that will not increase the gross square footage of development, Net leasable area, or Net livable area of any building and does not meet the definition of demolition. ❑ It is a building permit for a project that will not increase the Height of any building. This includes additions to or replacement of mechanical equipment or energy efficiency systems pursuant to height exemptions as set forth at §26.575.020 of the Aspen Municipal Code, or as determined by the Community Development Director. ❑ It is a building permit for commercial and lodge development as stand-alone uses on a parcel or property. ❑ The project has received or is eligible to receive a Development Order or Notice of Approval on the effective date of this ordinance. ❑ It is a building permit for 100% affordable housing projects as that term is defined at §26.104.100 of the Aspen Municipal Code. ❑ It is a building permit for demolition or repair of non-habitable structures. May 12 22 Issued on , 20 , this certificate is valid through the effective date of Ordinance #27, Series of 2021 and Ordinance #6, Series of 2022, or any Ordinance which supersedes a provision of these ordinances in a manner which is relevant to the Scope of Work. A copy of this certificate is required when applying for any land use review or building permit. This Notice is not a Development Order or Administrative Determination that is subject to appeal. Planning Director, for Phillip Supino Community Development Director Disclaimer: This exemption is given based on the information provided by the applicant. If changes are made, or the scope,after a more detailed review, is found to be subject to Ordinance 27, 202 t Lff`�' VED Ordinance #6, Series of 2022, the exemption may be revoked. Exhibit A: Floor plans and elevations representing scope of work 05/17/2022 ASPEN BUILDING DEPARTMENT Exhibit A 2015 IECC RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAM CITY OF ASPEN VERSION 113 UPDATED DECEMBER 13, 2017 PROJECT ADDRESS: 533 West Hallam Aspen CO 81611 Parcel ID#: 2735-124-32-001 Permit Number: 0058-2020-BCHO CONTACT INFORMATION : Owner: Name: Duncan Skihaus,LLC City: Aspen Address: 533 West Hallam St. State: CO Email: cduncan@duncancap.com Zip Code: 81611 Phone: (713)266-5045 Cell Phone: Owner's Representative: Name: William Lewis City: Aspen Address: 605 East Main Street State: Colorado Email: Wlewis@BillPoss.com Zip Code: 81611 Phone: (970)925-4755 Cell Phone: A. RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAM Sheets showing snowmelt,pool,spa,and solar/GSHP information:I G010, G007 Do you have snowmelt or a spa that has been exempted by the buiding official? QQ Yes(enter sqft below on the exempt row) 0 No _ Hydro Snowmelt Electric Snowmelt Pool Spa Existing 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqft To be Demoed 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqft Existing to Remain 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqft New(non-exempt) 1200.75 sqft 0.00 sqft 0.00 sqft 0.00 sqft New(exempt) 36.00 sqft 0.00 sqft 0.00 sqft Total New 1236.75 sqft 0.00 sqft I _ 0.00 sqft 0.00 sqft Total on site 1236.75 sqft 0.00 sqft 0.00 sqft 0.00 sqft Total Snowmelt on site 1236.75 sqft Boiler Efficiency 95.0% I 100% 95.0% 95.0% Mitigation Payment $42,974.21 $ - $ - Total Payment for Mitigation: $ 42,974.21 B. ON-SITE RENEWABLE CREDITS Supplemental System REMP Credit Use PV Worksheet Photovoltaic System $Use Thermal Worksheet Hot Water Panels $ - Use GSHP Cert Ground Source Heat Pump $ 17,920.00 Other Approved System $ - Total Mitigation Credits: $ 17,920.00 Onsite Renewable Offsets: How many Kilo Watts of PV(solar electric)would I need? 6.26 or How many square feet of SHW(solar hot water)would I need? 191.29 R-REMP Payment: $ 25,054.21 Amount Previously Paid on This Permit:I $ 40,393.07 I TOTAL R-REMP PAYMENT: $ - Refund(includes minus$750): $ 14,588.86 C. PREPARED BY: Date: 11/18/2020 Print Name: Bryan Urban Signature: Phone&EMail: 970 748 8520 REVIEWED: Date: 05/17/2022 ASPEN BUILDING DEPARTMENT DRAINAGE REPORT FOR DUNCAN SKIHAUS 533 W. HALLAM STREET, ASPEN, CO I hereby affirm that this report and the accompanying drawings for the analysis of 533 W. Hallam Street, Aspen, Colorado was prepared under my direct supervision for the owners thereof in accordance with the provisions of the City of Aspen Urban Runoff Management Plan with proposed variances and exceptions listed thereto. I understand that it is the policy of the City of Aspen that the City of Aspen does not and will not assume liability for drainage facilities designed by others. Permit#: 0285.2018.ARBK March 16, 2022 Rick Barth, P.E. 36749 Prepared by SSGM I 18 WEST SIXTH STREET, SUITE 200 GLENWOOD SPRINGS, CO 8 160 I 970.945. 1004 970.945.5948 FAX RECEIVED 05/17/2022 ASPEN BUILDING DEPARTMENT Aspen, Colorado March 16, 2022 DRAINAGE REPORT FOR DUNCAN SKIHAUS 533 W. HALLAM STREET, ASPEN, CO REVIEWED BY RICK BARTH SGM Project# 2018-292.001 I:\2018\2018-292-DuncanSkihaus\001\E-Reports\SGM\Dun-Drainage-Report\docs\Duncan- Drainage-Report.docx RECEIVED 6 Drainage Report for Major Design i 05/17/2022 ASPEN BUILDING DEPARTMENT Aspen, Colorado March 16, 2022 TABLE OF CONTENTS 1.0 Existing Site 3 1.1 Description of Existing Site 3 1.2 Description of Existing Drainage 3 2.0 Proposed Project 3 3.0 Proposed Basins 4 3.1 Basin A (sub-basins 1 & 2) 4 3.1.1 Sub-basin 1 5 3.1.2 Sub-basin 2 5 3.2 Basin B (sub-basins 3, 6, & 7) 5 3.2.1 Sub-basin 3 6 3.2.2 Sub-basin 6 6 3.2.3 Sub-basin 7 7 3.3 Basin C (sub-basin 4) 7 3.4 Basin D (sub-basin 5) 8 4.0 Peak Flow Methodology 8 5.0 Water Quality Methodology 9 6.0 Maintenance 9 6.1 Grass Buffer Maintenance 9 6.2 Pervious Pavers 11 6.3 Sump and Pump 11 6.4 Rain Garden 12 7.0 Conclusion 12 LIST OF APPENDICES Appendix A— Proposed Drainage Routing Schematic Appendix B —Tree Canopy Credit Map Appendix C — Peak Flow Calculations — Proposed Conditions Appendix D —Water Quality Capture Volume Calculations RECEIVED 6 Drainage Report for Major Design ii 05/17/2022 ASPEN BUILDING DEPARTMENT Aspen, Colorado March 16, 2022 1 .0 Existing Site 1.1 Description of Existing Site The physical address of the project is 533 W. Hallam Street, Aspen, Colorado and it is located on parcel no. 2735-124-32-001. This parcel is approximately 0.14 acres and is owned by Duncan Skihaus LLC. Current zoning of the property is medium-density residential (R-6). The existing structures on the parcel are one house and a small shed. The project focuses on renovating the house while preserving the historic portion of it. The existing house is 1897 square feet and has two stories with a garage located near the Block 29 alley. 1.2 Description of Existing Drainage Existing storm water runs off several areas of the existing house either as sheet flow or through gutters and downspouts. On the west and north sides of the site, runoff sheet flows over grass to the curb and gutters along W. Hallam & 5' Streets, respectively. Runoff on the east side of the building currently enters the neighboring property. Storm water on the south side of the property enters the alley. No existing storm water detention or treatment BMPs have been found on the site. A soils report was performed for the site by HP Kumar on June 19, 2018. The results found the soil to be Type B with a moderate infiltration rate of 2 to 3 minutes per inch. There is no existing offsite runoff that enters the property. The property exists within the Aspen Mountain Drainage Basin and will not require detention beyond the water quality capture volume (WQCV). Existing peak flow calculations have not been provided for this report because detention will not be required, and runoff will not cross any other properties before discharging to the City of Aspen (COA) storm sewer system. 2.0 Proposed Project The primary purpose of this project is to demolish the non-historic portion of the existing house and build a new addition. Other improvements include the addition of onsite snowmelt pavement and improving storm water runoff quality. The proposed project is considered a major project as defined by the COA Urban Runoff Management Plan (URMP) because more than 1000 square feet and 25% of the site will be disturbed. The proposed residential development with have a footprint of 3160 square feet. The historical portion of the property, which has a footprint of 900 square feet, will be moved north but will remain intact. The main building will be located on the southern portion of the lot with a footprint of 2260 square feet. Storm water quality improvements consist of 3295 square feet of grass buffer, 278.5 square feet of no-infiltration pervious gravel and 6.5 cubic feet of rain gardens. The grass buffer will be located on the western and northern portion of the lot. The no-infiltration pervious gravel will be located on the eastern central portion of the lot. A rain garden is located on the northeast portion of the lot. No storm water generated on the site will flow across tvEc 6 Drainage Report for Major Design 3 05/17/2022 ASPEN BUILDING DEPARTMENT Aspen, Colorado March 16, 2022 property line onto the neighboring residential lot due to the placement of a curb on the shoring wall extended slightly above grade. Runoff from the eastern side of the lot will flow north to W. Hallam St. through grading. 3.0 Proposed Basins The proposed site has 7 sub-basins, as shown in Appendix A. To clearly describe these sub-basins, they have been grouped into 4 drainage basins based on shared discharge locations and water quality treatment. A summary of the basins can be seen below in Table 1 and detailed calculations for Table 1 can be found in Appendix C. Storm water runoff will be routed to designated BMPs for water quality treatment through a combination of grading and gutters with downspouts. All proposed storm water runoff will discharge from the site as sheet flow to W. Hallam & N. 5th Streets. Basins are detailed in the sections that follow, with tables showing that the required WQCV is treated by BMPs within the basin. The Available WQCV(cf) is calculated as the WQCV provided (in cubic feet) based on grass buffer areas, tree canopy credits, proposed rain garden volume, and pervious gravel sections. Table 1 -Basin Summary do a. .,, 06 % may `14 % '�k �°cv i� 9y r 4 ij r r r r r� oa. Basin Name '>/" " ✓} , �Jy o' '>/ A 1356 488 1704 294 0 6.5 -1510 8.39 14.9 100% 8 2537 1921 0 16 46 0 1905 33.3 46.8 100% • C 796 539 690 223 0 0 -374 8.97 9.0 100% D 1312 882 901 232 0 0 -251 14.7 14.7 100% 3.1 Basin A (sub-basins 1 & 2) Basin A is located on the north side of the site generally between the property line and the Duncan Skihaus historic building with additional drainage from the front of the historic roof. Sub-basins 1 and 2 comprise Basin A. This basin is 1356 square feet of which 488 square feet is impervious. Tree canopy credit is calculated per section 8.4.1 of the COA URMP, a detailed calculation is shown in Appendix C. A 1704 square foot grass buffer and a 6.5 cubic RECEIVED 6 Drainage Report for Major Design 4 05/17/2022 ASPEN BUILDING DEPARTMENT Aspen, Colorado March 16, 2022 foot rain garden will be used to treat the remaining WQCV. See Appendix A for the proposed location of BMPs in this basin. Table 2 Basin A Basin Area (sf) 1356 % Impervious 36% Required WQCV(cf) 8.39 Credits Grass Buffer Area (sf) 1704 Tree Canopy Credit Area (sf) 294 No-infiltration Paver Vol. (cf) 0 Rain Garden Vol. (cf) 6.5 Results Effective Impervious Area (sf) -1510 Effective% Imperviousness -111% Net WQCV(cf) -6.5 Available WQCV(cf) 14.9 3.1.1 Sub-basin 1 Sub-basin 1 is located towards north-east corner of the property and has a total and impervious area of 684 and 254 square feet, respectively. This corresponds to 37% impervious area for the sub-basin. This area is mostly a grassed area with the north-eastern portion of the roof included. Storm water will be routed from the roof to a rain garden via roof drainage and gutter downspouts then west to the reverse trench drain and finally, curb and gutter on W. Hallam St. 4" underdrains will be routed to a sump and pump in sub-basin 1. From there the sump and pump will evacuate collected storm water utilizing a reverse trench drain 3.1.2 Sub-basin 2 Sub-basin 2 is located at the very north-west corner of the property and has a total and impervious area of 672 and 234 square feet, respectively. This corresponds to 35% impervious area for the sub-basin. This area is mostly a grassed area with the north-western portion of the roof included. Storm water will be routed from the roof to a 150 square foot grass buffer via sheet flow and then north to the curb and gutter on W. Hallam St. Grass buffer is at or above a 1:1 ratio to impervious area, after removing the tree canopy credit. 3.2 Basin B (sub-basins 3, 6, & 7) Basin B is located on the eastern boundary of the site, with a "leg" that reaches the northern boundary of the site and will collect runoff from the back side of the roof of the historic house and the north end of the proposed structure. Sub-basins 3, 6, and 7 comprise Basin B. Storm water runoff will flow from roof areas toward the east property boundary over no- infiltration pervious gravel and then over the front lawn near W. Hallam Street. This basin is 2537 square feet of which 1921 square feet is impervious. No-infiltration pervious gravel, and tree canopy credit will be used to treat the remaining WQCV. The proposed pq CE'VED 6 Drainage Report for Major Design 5 05/17/2022 ASPEN BUILDING DEPARTMENT Aspen, Colorado March 16, 2022 infiltration pervious gravel is 278.5 square feet. See Appendix A for the proposed location of BMPs in this basin. The no-infiltration pervious gravel is based off the no-infiltration pervious paver detail found in figure 8.31 of the COA URMP. Since the landscape architect preferred a gravel surface in this area and the pavers provide no treatment, they are not being used. After water infiltrates through the gravel and enters the underdrain, it is discharged by a reverse trench drain in sub-basin 1 to ensure runoff is leaving the site in the same manner it did historically. Table 3 Basin B Basin Area (sf) 2537 % Impervious 76% Required WQCV(cf) 33.3 Credits Grass Buffer Area (sf) 0 Tree Canopy Credit Area (sf) 15.6 No-infiltration Paver Vol. (cf) (gravel) 46.4 Rain Garden Vol. (cf) 0 Results Effective Impervious Area (sf) 1905 Effective% Imperviousness 75% Net WQCV(cf) -13.5 Available WQCV(cf) 46.8 3.2.1 Sub-basin 3 Sub-basin 3 is located along the eastern portion of the property, toward W. Hallam Street, and has a total and impervious area of 1262 and 970 square feet, respectively. This corresponds to 66% impervious area for the sub-basin. All storm water in sub-basin 3 will be routed by grading, downspouts and gutters to 126.5 square feet of no-infiltration pervious gravel. Remaining WQCV is treated by tree canopy credits. The no-infiltration pervious gravel in sub-basin 3 results in roughly 4.44 cubic feet of excess available WQCV that can accommodate any untreated runoff from sub-basin 6 (see Section 3.2.2 ). Runoff collected in the hydrodrain hydroduct system for the roof patios will be directed to an underdrain system and routed to a sump and pump in the crawlspace. This sump and pump will push water to a drain outlet in sub-basin 3 upon which it will hit a splash block and distribute the flow over Mexican beach pebble landscaping of sub-basin 3. 3.2.2 Sub-basin 6 Sub-basin 6 is located on the east-central portion of the property and has a total and impervious area of 442 and 327 square feet, respectively. This corresponds to 74% impervious area for the sub-basin. All storm water in sub-basin 6 will be routed by grading, downspouts and gutters to 112.2 square feet of no-infiltration pervious gravel. This results in roughly 13.1 cubic feet of excess available WQCV that can accommodate untreated runoff from sub-basin 7 (see Section 3.2.3). RECEIVED 6 Drainage Report for Major Design 6 05/17/2022 ASPEN BUILDING DEPARTMENT Aspen, Colorado March 16, 2022 3.2.3 Sub-basin 7 Sub-basin 7 is located on the southern portion of the property and extends from the western most extent to the eastern. Sub-basin 7 has a total and impervious area of 834 and 624 square feet, respectively. This corresponds to 75% impervious area for the sub-basin. This sub-basin is adjacent to the alley along the southern property boundary and has a garage. Runoff generated will not be conveyed through the alley, except for the concrete garage apron. The concrete garage apron will have a micropile wall below and will not accommodate an underdrain to route water towards the rain garden in sub-basin 1. Additionally, the utilities entering from the southeast corner would pose a conflict for the underdrain routing. The remaining runoff from sub-basin 7 will be routed by grading, downspouts and gutters to 39.8 square feet of no-infiltration pervious gravel to the east of the residence. Drainage and grading will allow roughly 4.01 cubic feet of untreated runoff in this basin will sheet flow into sub-basin 6, where there is excess available treatment volume provided by the no-infiltration pervious gravel. 3.3 Basin C (sub-basin 4) Basin C is located on the north-west side of the site and will collect runoff from the back side of the roof for the historic building and the north end of the proposed structure. Basin C consists only of sub-basins 4. Storm water will be routed from both roofed areas across the paver patio and directed to the grass buffers and then sheet flow to 5th Street. Runoff from non-pervious landscaping will sheet flow to the curb and gutter on 5th St. This basin is 796 square feet of which 539 square feet is impervious. Storm water runoff will be treated by the reduction in impervious area provided by a 223 square foot tree canopy credit and 257 square feet of grass buffer. Grass buffer is at or above a 1:1 ratio to impervious area, after removing the tree canopy credit. See Appendix A for the proposed location of BMPs in this basin. Water runoff is leaving the site in the same manner it did historically. Table 4 Basin C Basin Area (sf) 796 Impervious 68% Required WQCV(cf) 9.0 Credits • Grass Buffer Area (sf) 257 Tree Canopy Credit Area (sf) 223.4 No-infiltration Paver Vol. (cf) 0.0 Rain Garden Vol. (cf) I 0.0 Results Effective Impervious Area (sf) -374 Effective% Imperviousness -47% Net WQCV(cf) 0 Available WQCV(cf) 9.0 RECEIVED 6 Drainage Report for Major Design 7 05/17/2022 ASPEN BUILDING DEPARTMENT Aspen, Colorado March 16, 2022 3.4 Basin D (sub-basin 5) Basin D is located along the west-central portion of the site, comprised solely of sub-basin 5. Storm water will be routed from the roof to pavers and then sheet flow to 5th Street after being treated by grass buffer. Runoff from non-pervious landscaping will sheet flow to the curb and gutter on 5th St. This basin is 1312 square feet of which 882 square feet is impervious Storm water runoff will be treated with 901 square feet of grass buffer and 232 square feet of tree canopy credit. Grass buffer is at or above a 1:1 ratio to impervious area, after removing the tree canopy credit. See Appendix A for the proposed location of BMPs in this basin. Water runoff is leaving the site in the same manner it did historically. Table 5 Basin D Basin Area (sf) I 1312 % Impervious 67% Required WQCV(cf) 14.7 Credits Grass Buffer Area (sf) 901 Tree Canopy Credit Area (sf) 232 No-infiltration Paver Vol. (cf) 0.0 Rain Garden Vol. (cf) 0.0 Results Effective Impervious Area (sf) -251 Effective% Imperviousness -19% Net WQCV(cf) 0 Available WQCV(cf) I 14.7 4.0 Peak Flow Methodology Proposed drainage flow rates were determined using the rational method as explained in section 3.4 of the URMP and rainfall characteristics as explained in section 2 of the URMP. The rational method calculations for peak flow can be seen in Appendix D. The following tables list the parameters that were used, and the results determined for proposed conditions. Table 6 Watershed Characteristics Overland Channel Time of Max Watershed Imperviousness Flow Time Flow Time Concentration Watershed C5 (min) (min) (min) Length(ft) Slope(ft/ft) 63.9% N/A N/A 7.53 100 0.026 0.53 Table 7 Proposed Conditions for 10-Year Storm Cio—Hydro Soil lio(in/hr) A-(acres) Q10(cfs) Group B Contributing Area 0.57 3.36 0.14 0.27 RECEIVED 6 Drainage Report for Major Design 8 05/17/2022 ASPEN BUILDING DEPARTMENT Aspen, Colorado March 16, 2022 Table 8 Proposed Conditions for 100-Year Storm Cioo—Hydro Soil A-(acres) lioo Group B (in/hr) Contributing Area Q100(cfs) 0.73 5.37 0.14 0.54 For the calculation of proposed peak flows, the entire property was modeled as one catchment. This assumption is justified by the relatively small area of the property (the Rational Method is valid to 90 acres and this property is 0.14 acres). From Figure 3.1 of the URMP, the soil can be classified as NRCS Hydrologic Soil Group B. The intensity for the 10- year and 100-year storm were determined using Equation 2-1 of the URMP. 5.0 Water Quality Methodology The Required WQCV(ct) for each basin on the property was estimated from Figure 8.13 of the URMP based on the basin imperviousness and basin area. Then WQCV credits were estimated based on the proposed areas for grass buffers, pervious pavers, and preserved tree canopy (see further discussion of tree canopy credit below). All credits were deducted from the impervious area of the basin and the effective impervious area were computed, based on the instruction of section 8.4.1 in the URMP. From effective impervious area, the effective imperviousness was calculated and an Effective WQCV(cf) was estimated from Figure 8.13. Rain gardens and no-infiltration gravel (porosity = 0.333) were assumed 0.5 ft deep and their capture volumes were deducted from the Effective WQCV(cf) to find the Net WQCV(cf). If Net WQCV(cf) was found to be negative, it implies there is surplus treatment capacity in the basin, and a positive Net WQCV(cf) implies there is a shortage of treatment capacity in the basin. The Available WQCV is defined in this report to be the difference between the Required WQCV(cf) and the Net WQCV(cf). If Available WQCV(cf) is greater than the Required WQCV(cf), this implies there is a surplus treatment capacity within the basin, and if Available WQCV(ct) is less than the Required WQCV(cf), this implies a shortage of treatment within the basin. The Tree Canopy Credit was calculated following the recommendations in section 8.4.1 of the URMP. Detailed calculations for the Tree Canopy Credit can be found in Appendix C. In addition, a map showing the designated trees and their canopy areas is shown in Appendix B. Runoff from all impervious areas will be treated by directing the runoff over a grass buffer, no-infiltration pavers (gravel), and a rain garden. All proposed runoff will leave the property as sheet flow and will flow over grass lawn located in the right of way before entering the curb and gutter system. 6.0 Maintenance 6.1 Grass Buffer Maintenance The following maintenance recommendations were found in the City of Aspen URMP. RECEIVED 6 Drainage Report for Major Design 9 05/17/2022 ASPEN BUILDING DEPARTMENT Aspen, Colorado March 16, 2022 Required Maintenance Objective Frequency of Action Action Lawn Maintain a dense grass cover at a Routine—As needed or recommended by mowing recommended length of 2 to 4 inches. inspection. Collect and dispose of cuttings offsite or use a mulching mower. Lawn care Use the minimum amount of biodegradable, Routine—As needed. nontoxic fertilizers and herbicides needed to maintain dense grass cover,free of weeds. Reseed and patch damaged areas. Irrigation Adjust the timing sequence and water cover • As needed. to maintain the required minimum soil moisture for dense grass growth. Do not overwater. Required Maintenance Objective Frequency of Action Action Litter Remove litter and debris to prevent gully Routine—As needed by inspection. removal development,enhance aesthetics, and prevent floatables from being washed offsite. Inspections Inspect irrigation,turf grass density,flow • Annually after spring runoff and after each distribution,gully development, and traces of major storm (that is, larger than 1.0 inches pedestrian or vehicular traffic and request in precipitation). repairs as needed. Turf To lower the turf below the surface of the • As needed when water padding becomes replacement adjacent pavement, use a level flow too high or too frequent a problem, The spreader, so that sheet flow is not blocked need for turf replacement will be higher if and will not cause water to back up onto the the pavement is sanded in winter to upstream pavement. improve tire traction on ice. Otherwise, expect replacement once every 5 to 15 years. Rock Mulch Remove litter and debris from rock mulch As needed. Expect to replace rock mulch Strip strip. once every 5 to 15 years depending on size and concentration of runoff area. Mowing recommendations for grass buffers that are included in the Urban Drainage Flood Control District USDCM: Volume 3 Stormwater Quality are provided in the figure below. RECEIVED 6 Drainage Report for Major Design 10 05/17/2022 ASPEN BUILDING DEPARTMENT Aspen, Colorado March 16, 2022 CSU Extension Recommendations for Mowing Manicured Turf(Source:T.Koski and V.Skinner, 2003) The two most important facets of mowing are mowing height and frequency. The minimum height for any lawn is 2 inches. The preferred mowing height for all Colorado species is 2.5 to 3 inches. Mowing to less than 2 inches can result in decreased drought and heat tolerance and higher incidence of insects,diseases and weeds. Mow the lawn at the same height all year. There is no reason to mow the turf shorter in late fall. Mow the turf often enough so no more than 1/3 of the grass height is removed at any single mowing. If your mowing height is 2 inches,mow the grass when it is 3 inches tall. You may have to mow a bluegrass or fescue lawn every three to four days during the spring when it is actively growing but only once every seven to 10 days when growth is slowed by heat,drought or cold. Buffalograss lawns may require mowing once every 10 to 20 days,depending on how much they are watered. If weather or another factor prevents mowing at the proper time,raise the height of the mower temporarily to avoid cutting too much at one time. Cut the grass again a few days later at the normal mowing height. 6.2 Pervious Pavers The following maintenance recommendations were found in the Urban Drainage Flood Control District USDCM: Volume 3 Storm water Quality (page 6-15 to 6-17) and will be used as a guide for the maintenance of the proposed pervious pavers. An inspection of the condition and observation of infiltration should be completed annually. The pavers will lose infiltration capabilities over time and it is recommended to use ASTM C1707 Standard Test Method for Infiltration Rate of In Place Pervious Concrete to measure the infiltration rate of the pavers. A regenerative air or vacuumed sweeper should be used twice annually and after any significant site work, like landscaping, is done. However, the timing of vacuum sweeping is variable based on site conditions and biannual vacuuming may be more often than needed. Sand should never be applied to the pavers for snow removal as this will decrease the permeability of the pavers. The proposed pavers will have snowmelt capabilities, but if snow removal is necessary, mechanical snow removal should be done. If the surface of the paver system ever becomes completely clogged, remove and replacement of the first '/2 to 1 inch of infill. The use of a push broom is recommended for the replacement of infill. 6.3 Sump and Pump Sump and pump must be inspected and maintained yearly to remove sediment and debris that is washed into them. Minimum inspection and maintenance requirements include the following: RECEIVED 6 Drainage Report for Major Design 11 05/17/2022 ASPEN BUILDING DEPARTMENT Aspen, Colorado March 16, 2022 • Inspect sump and pump annually and after every storm exceeding 0.5 inches. • Locate sump lid and cut an outline in sod to replace sod patch after maintenance. • Remove the pump from the sump and clean it and inspect it. • Dispose of sediment, debris/trash, and any other waste material removed from sump at suitable disposal sites and in compliance with local, state, and federal waste regulations. • Check the owner's manual to see if the pump bearings require grease or oil. If you do not have the manual, look it up on the internet using the manufacturer and model number of your pump or contact the manufacturer. • Replace the pump in the sump and check that it is connected to power. • Dump a bucket of water into the sump to raise the float and make sure the pump turns on, adjusting the float if required. 6.4 Rain Garden The rain garden is to be filled above the filter material with Mexican beach pebbles on the south and long fibered mulch to the north. These filler materials were chosen to integrate with the surrounding landscaping materials and to provide free drainage for the rain garden filter materials below. Annual inspection of the beach pebbles and mulch should be taken to ensure that the material is not clogged and inhibiting drainage. Inspection after large storms should also be taken to ensure that the rain garden is draining as it should. Replacement and/or cleaning of the material should be performed when it is observed that the rain garden is performing less than optimally in its existing condition. 7.0 Conclusion The proposed BMPs (grass buffer, no-infiltration pervious gravel, and rain gardens) are expected to treat 100% of the required WQCV at the 533 W. Hallam Street project with room to spare. With proper maintenance and installation, these BMPs will meet the criteria outlined in the City of Aspen's current Urban Runoff Management Plan. RECEIVED 6 Drainage Report for Major Design 12 05/17/2022 ASPEN BUILDING DEPARTMENT Aspen, Colorado March 16, 2022 Appendix C Peak Flow Calculations for Project Site- Proposed Conditions • Watershed Area, A A = 6000 ft2 = 0.14 acres • Percent Imperviousness, i i = A""p X 100 Atotal 488 ft2 + 1921 ft2 + 539 ft2 + 882 ft2 L = 6000 ft2 x 100 i = 63.9 % • Maximum Watershed Length, Lo Lo = 100 ft,extent of property from South to North • Watershed Slope, So Elevation at south end - Elevation at north end S0 _ Lo 7915.14 ft - 7912.54 ft S° = 100 ft So = 2.6x10-2 • Runoff Coefficients, C5, C10, & C100 Expressions for the 5-, 10-, and 100-year storm return period runoff coefficients can be found in Table 6-4 in the Urban Drainage and Flood Control District (UDFCD) Urban Storm Drainage Criteria Manual (USDCM) C5 = 0.86i0'33 = 0.5283 C10 = 0.81i + 0.057 = 0.5746 C100 = 0.47i + 0.426 = 0.7263 • Computed Time of Concentration, Tc Tc = To + Tf where... To = 833 0.395(s s L�) (Overland flow time, Equation 3-4 in COA URMP) 0 Tf = Lf (Channelized flow time, Equation 3-5 in COA URMP) 60K Sf And since there's no channelized flow, Tf = 0 so... 0.395(1.1 - 0.5283)\/100 ft Tc = To = (2.6 x 10-2)0.33 RECEIVED 6 Drainage Report for Major Design g elri i5c2022 ASPEN BUILDING DEPARTMENT Aspen, Colorado March 16, 2022 Tc = 7.53 minutes Design Time of Concentration, Td The design time of concentration, Td, is the lesser of the computed time of concentration, Tc, and the regional time of concentration, TR, which is given by TR = 10 + L0/180 = 10 + (100 ft/180) = 10.6 minutes so... Td = 7.5 minutes • Peak Runoff for 10-year Storm Return Period, Q10 Qio = C1o110A where C10 is the 10-year runoff coefficient, /to is the 10-year storm rainfall intensity (units of in/hr), and A is the watershed area in units of acres Ito = +T:) .osa (Equation 2-1 in COA URMP) and P1 is the 1-hr precipitation intensity for a 10-year storm P1 = 0.77 in/hr (Table 2.2 of the COA URMP) so... 88.8(0.77) I10 (10 + 7.5)1.o52 in I10 = 3.36 hr then the 10-year peak runoff is given by.. in Qio = (0.5283) (3.36 -) (0.14 acres) Q10 = 0.266 cfs • Peak Runoff for 100-year Storm Return Period, Q100 Q1oo = C100I100A where C10 is the 100-year runoff coefficient, 40 is the 100-year storm rainfall intensity (units of in/hr), and A is the watershed area in units of acres I100 = +Td) .OS2 (Equation 2-1 in COA URMP) (1o+To and P1 is the 1-hr precipitation intensity for a 100-year storm P1 = 1.23 in/hr (Table 2.2 of the COA URMP) s RECEIVED 6 Drainage Report for Major Design g elri i5c 2 022 ASPEN BUILDING DEPARTMENT Aspen, Colorado March 16, 2022 88.8(1.23) 1100 = (10 + 7.5)1.052 in /no = 5.37 hr then the 100-year peak runoff is given by in Qioo = (0.7263) (5.37 ) (0.14 acres) Qioo = 0.537 cfs RECEIVED 6 Drainage Report for Major Design %MAI 2022 ASPEN BUILDING DEPARTMENT I N. 5TH ST E Ik kkkk kkt kkk k N p Graphic Scale - =.-CO) E LTn) 0 5 10 20 klkkk k0 3 0a)U Ikkkk` k kk kkkkkkk kkkkkkk ` kkkkkk m In Feet:1"=10' k ■kk k kk k k`kk kk GRASS/MULCH BUFFER GRASS/MULCH BUFFER V' kkkkkkkkkkkkkk kkkkkkkkkk kkkkkkkkkk kkkkkk in . k 901 SO. FT 690 SQ. FT s .0 kk * k kt k k k kkk I PROPERTY LINE` �,�o k k k !kk k k kk k k k — IMPERVIOUS PAVERS m O kk k CO 0C . IkrF Ik k �� t k I I k ` GRASS BUFFER U') J k I J t ti k kk kk k 1704 SQ. FT 0 k` � � � � - - - - kk k J k j kl — — I— i '` F�Ow /N S k co O `r`= ��s mI��om�me� /'k kkk k • - -� <`: k 0I1T`OF �I - O ' k <(ji-(15 )\ k r< k kS B /N Q U k k �s'k� i DOWNSPOUT � �, ` I . y V I I (� c . I I , I k k k �, 1312 4.65 —A it d < ` k ` kkkk � Q \1 / I ■�� DOWNSPOUT /I k CO Uk' r IIIMINEW I i I i i�' I — C o PROP BLDG. DOWNSPOUT `f ( Q ct OUTLINE k J U k��:o�kk in DOWNSPOUT T �I� k " DOWNSPOUTI " I 03 I k / ; H/ST. BLDG ' I (B) I RAIN GARDEN I 7 DOWNSPOUT ' 0.5 FT DEPTH 834 I10.76 L — (6.5 CU. FT. VOLUME) 3 kk � � � � I I 7 k kk k ROOF f OUTLINE I k t, '- I k ..O,&:.uo3U.kk.,'-,) I DOWNSPOUT — - II i DOWNSPOUT 64 j 6 (B) "- BASEMENT • f OUTLINE 442 15.60 rr — — — - -- ,.: b ::. • v Y�.. i,i,�. +. i w t i . .!, ,err- 4. L �Y"A yY LY Y� Ri. s U I '-IZI.•..►...•�.•;raf:IzIOefez1a1y1j ` 1 ejeAdUIaeg./a•4•�I h1;I Iy1;I�taI Ojej.I;;ftWe e.•1---- ._-.--- .-- '�" «_. kk _ t_ — _ �iYs'a'_•Y:•.,,Y,•Y_,�.Ya'•Y:. Y�Y_• •Y•_•Y r • •Y•.-•YY• •Y•-Y,•. •Y,• •-r• • • . • ,M.��: .� L- Z _Z a- :, s, 1 Z a- s. s, i v .s•. 4 s, y �, ki v Z,ti..v '.a-ems.——u m I � •.•�,_ ► I•A- • • 1 •♦ 1 • r � �� 1,.1 I�I�1��,I�_I I. �V�I�O •�1�• 1�1�-1 1 I.I 1 1_-IZ•gI ; �''�' k k 3 �i' •iY •Y� sir-• - Y - `�to 7 y' 7 +* •! ! ! +! ' ! !� +[! �1j-�! k k k k k k k a. e .Pi Cs,[y-t •K. �.!s. !•.,��[�l♦yAt�� -x •fr 4 -ems t op• I�,� I I I• •I�•-••• ••.••-�•••••r�i I•••�•- ��••��1_�- •-i•-�--i=f _1=��_��-�-� -•�iT-i--ii��'-i�-�`-�- -Y:�� .,r_ t a 0* ‘ o DOWNSPOUT NO—INFILTRATION Job Drawn. 2018 292.001 JAK PERVIOUS GRAVEL Date: 03.16.2022 0 279 SQ. FT. QC: RB I PE RB y File: Dun-MajDrRep LEGEND �A) Title: o 3 (B) ub-basin(Basin I�•:•�••:•i•i', RAIN 1111,1 Basins & WQCV " NO-/NRLTR4T/ON 1_== �-•.�..�..� �� GARDEN ;" Area /QC GRqyEL=Y_:.._:.._:.._: 1262 116.93 K.T4.33 l /�('� o sgft tuft GRASS , 'A P P OP) " BUFFER •'. 22 .. Of: 2 ASPEN C BI 111 I •i• MENT i N Graphic Scale _ E \ . 5T ST 0 5 10 20 cg v I � Al, �o � v / �tii U- In Feet:1"=10' n CD 404VAP4IPA- 1.4VAVAVA4V40,4* - ,..---- --- - 0 _‘-') ,- 4*AVAUVA‘vAVA0r4V040VAVAV9` ,-) o, . k Atik...,,v4.4"...,e4v4.4v- (i) L9-.' §' 40v4.Av44"4`4070"Ov"v DECIDUOUS ►AvAt ��v40.vAtu AvAv rAvA p 0 AJI TREE CANOPY IStreareAttlpi 4 4� rA AVI* VAVAOVAVAVAOVAVA DA% o‘ %I 4 ttorAVAVA I 1 co 0 I V��►VAV AA��;APitrATettp ;A►�� VArAW�f r CONIFEROUS Q c0 � �� V �� ®i TREE CANOPY J/5 (p) ,� *0- A�A.�'��►AAA►AS A�A�A� Q Cn 131 L 14.65 Ng I' %��®� ��„ ",�AV A'/ CO 796 1 8.97 " VA „� A��AVAkv „�� V U Q A 4V4Mkupte >, 0(ikb\ _ _ ct 1 672 4.055 N o I / I I I I o o I 7 (B) 834 110.76 L... DECIDUOUS ; 0 1 TREE CANOPY ,� C I No 6 (B) J°r 442 I5.60 I1* t1 f Z I •,•' 0 o_ - - -�I- - - Job No. 2018-292.001 o JV Drawn by: JAK ' / Date: 03.16.2022 o A OC: RB PE: RB :c File: Dun-Maj DrRep h 9 a U Title: c 3 1 (A) Tree Canopy Credit N ub-basin(Basin fN LEGEND C.(B) tiN \ p��v.��..�� 684 14.33 /'1PNAreI' /QC� DECIDUOUS `` CONIFEROUS'�tty►��►��00 16.93/ \sgft tuft/ �ttG:�!�ii:ti I / , 2 2 I / / Of: 2 B ASPEN BUILDING DEPARTMENT Input Legend No Inf. Rain Perv. Grass Net Basin Imp. Imperv- Req'd WQCV Req'd WQCV Grass Buffer No Inf. No Inf. Paver Canopy Grass Buffer Eff. Imp. Eff. Imperv- Eff.WQCV Sub Basin Total Area Decid.Area Conif.Area Paver Void Garden Paver Buffer WQCV Name Area iousness (depth) (vol.) Area Paver Area Depth Credit Credit Area iousness (depth) Vol. Vol. Ratio Ratio (vol.) (#) (sq.ft.) (sq.ft.) (%) (in) (cu.ft.) (sq.ft.) (sq.ft.) (sq.ft.) (sq.ft.) (ft) (cu.ft.) (cu.ft.) (sq.ft.) (sq.ft.) _ (sq.ft.) _ (%) (in) (cu.ft.) 1 A 684 254 37% 0.0761 4.33 309.09 0.00 0 0.0 0.00 0.0 6.50 2 1 46.4 J 207 30.3% 0.0651 -2.79 2 A 672 234 35% 0.0724 4.05 0.00 824.80 1704 0.0 0.00 0.0 0.00 2 1 247.4 1704 -1717 -255.6% 0.0000 0.00 3 B 1262 970 77% 0.161 16.93 75.06 0.00 0 126.5 0.50 21.1 0.00 2 1 11.3 0 959 76% 0.1582 -4.44 4 C 796 539 68% 0.135 8.97 170.89 659.25 690 0.0 0.00 0.0 0.00 2 1 223.4 690 -374 -47% 0.0000 0.00 5 D 1312 882 67% 0.134 14.65 1544.00 0.00 901 0.0 0.00 0.0 0.00 2 1 231.6 901 -251 -19% 0.0000 0.00 6 B 442 327 74% 0.152 5.60 0.00 0.00 0 112.2 0.50 18.7 0.00 2 1 0.0 0 327 74% 0.1522 -13.10 7 B _ 834 624 75% 0.155 10.76 29.23 0.00 0 39.8 0.50 6.6 0.00 2 1 4.4 0 620 74% 0.1533 4.01 Total 6000 3830 64% 0.9 65.3 2128.3 1484.1 3295.0 278.5 1.5 46.4 6.5 764.5 3295 -229.8 -10% 0.53 -16.3 Basin WQCV Calculations Duncan No Inf. Rain Perv. Grass Eff. Net Available Basin Imp. %Imperv- Req'd WQCV Req.WQCV Grass Buffer No Inf. Perv. No Inf. Paver Canopy Gras Buffer Eff. Imperv- Net WQCV Sub Basin Total Area Decid.Area Conif.Area Paver Void Garden Paver Buffer Imperv. WQCV WQCV Name Area iousness (depth) (vol.) Area Paver Area Depth Area Credit Area Credit iousness Depth (in) Vol. Vol. Ratio Ratio Area (cu.ft.) (cu.ft.) 1,2 A 1356 488 36% 0.074 8.39 309 825 1704 0.00 0 00 0.00 6.50 2 1 294 1704.0 -1510 -111.4% 0.00, 14.9 3,6,7 B 2537 1921 76% 0.157 33.27 104 0 0 278.5 0.50 46.4 0.00 2 1 15.6 0.0 1905 75% 0.156 -13.5 46.8 4 C 796 539 68% 0.135 8.97 171 659 690 0.00 0.00 0.00 0.00 2 1 223.4 690.0 -374 -47% 0.000 0.0 9.0 5 D 1312 882 67% 0.134 14.65 1544 0 901 0.00 0.00 0.00 0.00 2 1 232 901.0 -251 -19% 0.000 0.0 14.7 6000 3830 64% 0.5 65 2128 1484 3295 278 0.5 46.4 6.5 764 3295 -230 -26% 0.16 -20.0 85.3 RECEIVED 05/17/2022 ASPEN BUILDING DEPARTMENT ADDRESS: 533 WEST HALLAM ST. PERMIT NUMBER: 0285 2018 ARBK • COMMUNITY DEVELOPMENT DEPARTMENT �00/ BUILDING PERMIT CONTACT SHEET CITY OF ASPEN FOR PLAN REVIEW QUESTIONS Name WILLIAM LEWIS Phone 970-456-7930 E-mail wlewis@billposs.com FOR INSPECTION QUESTIONS Name SAM BARNEY Phone 970-920-1558 E-mail sbarney@hansenconst.com OWNER Name DUNCAN SKIHAUS,LLC. Phone 713-226-5045 Cell Phone Mailing Address 600 Travis,Suite 3550 City Houston State TX ZIP 77002 Address cduncan@duncancap.com OWNER'S AUTHORIZED AGENT Name Phone Cell Phone Mailing Address City State ZIP E-mail Address APPLICATION BEST CONTACT Name WILLIAM LEWIS Phone 970-925-4755 Cell Phone 970-456-7930 Mailing Address 605 East Main St. City Aspen State CO ZIP 81611 EAddre ss ss wlewis@billposs.com Addre ARCHITECT OR DESIGNER OF RECORD Name ANDREW WISNOSKI Phone 970-925-4755 Cell Phone Mailing 605 East Main St. Aspen CO 81611 Address City P State ZIP EAddailss-m awisnoski@billposs.com re CIVIL ENGINEER OF RECORD Name RICK BARTH Phone 970-384-9088 Cell Phone Mailing Address 118 W Sixth St. City Glenwood Springs State CO ZIP 81611 E-mail rickb s m-inc.com Address @ g STRUCTUAL ENGINEER OF RECORD Name ELIZABETH LOZNER-KL&A Phone 970-927-5174 Cell Phone Mailing 215 N. 12th Street, Unit E Carbondale 81623 Address City State CO ZIP E-mail elozner@klaa.com Address GENERAL CONTRACTOR Name SAM BARNEY-HANSEN CONSTRUCTION Phone 970-920-1558 - X 119 Cell Phone Mailing Address 310 Aspen Business Center City Aspen State CO ZIP 81611 E-mail Y@ Address sbarney@hansenconst.com INSPECTIONS: The General Contractor must schedule inspections online. Please visit www.aspenpitkin.com/Departments/Community-Development-Forms/to do so. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. It is my responsibility to review the approved plans and any comments that are contained thereon and see that the structure and/or project is built in compliance with all applicable codes. Contractor Signature 5GIVinkeL TP,G1VVL2J Date March 28, 2;0,22r Check if you are a tested owner builder(single-family homes only).You must take a test and complete the owner/building affidavit (CITY USE ONLY) Owner builder approved by: Date: Affidavit on file ( CITY OF ASPEN August2017 05/17/20 61 130 S. GALENA ST I ASPEN, CO 81611� BUILDING DEPARTMENT ADDRESS: 533 WEST HALLAM ST. PERMIT NUMBER: 0285 2018 ARBK i COMMUNITY DEVELOPMENT DEPARTMENT \ �� HOMEOWNER ASSOCIATION COMPLIANCE FORM nITyASPEN All applications for a building permit within the City of Aspen are required to include a certification of compliance with applicable covenants and homeowner association policies. The certification must be signed by the property owner or attorney representing the property owner. The following certification shall accompany the application for a permit. ADDRESS 533 West Hallem St. UNIT# PARCEL ID# 2735-124-32-001 I, the property owner, certify as follows: (pick one) ® This property is not subject to a homeowners association or other form of private covenant. ❑ This property is subject to a homeowners association or private covenant and the improvements proposed in this building permit do not require approval by the homeowners association or covenant beneficiary. ❑ This property is subject to a homeowners association or private covenant and the improvements proposed in this building permit have been approved by the homeowners association or covenant beneficiary. I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning, or effect of private covenants or homeowner association rules or bylaws. I understand that this document is a public document. Owner Signature 012A — Date 03.16.2022 Charles Duncan III, Manager Owner Printed Name Duncan Skihaus, LLC OR Owner's Attorney Signature Date Owner's Attorney Printed Name ( CITY OF ASPENJanuary2018 130 S. GALENA ST I ASPEN, CO/81611j iir- %Or J BUILDING DEPARTMENT ADDRESS: 533 WEST HALLAM ST. PERMIT NUMBER: 0285 2018 ARBK COMMUNITY DEVELOPMENT DEPARTMENT VALUATION AFFIDAVIT T CITY OF ASPEN AFFIDAVIT POLICY All applications for a building permit within the City of Aspen are required to include a certification of compliance with building permit valuation requirements. The certification must be signed by the property owner or authorized representative. The following certification shall accompany the application for a permit. I, the property owner or authorized agent, understand and certify as follows: City of Aspen Ordinance No. 40, Series of 2016 adopts the 2015 International Residential Code (IRC) and International Building Code (IBC) with certain amendments. These codes define building valuation as follows: R108.3 Building permit valuations. Building permit valuation shall include total value of the work for which a permit is being issued, such as electrical, gas, mechanical, plumbing equipment, and other permanent systems, including materials and labor. 109.3 Building permit valuations. The applicant for a permit shall provide an estimated permit value at time of application. Permit valuations shall include total value of work, including materials and labor, for which the permit is being issued, such as electrical, gas, mechanical, plumbing equipment and permanent systems. If, in the opinion of the building official, the valuation is underestimated on the application, the permit shall be denied, unless the applicant can show detailed estimates to meet the approval of the building official. Final building permit valuation shall be set by the building official. City policy indicates that permit valuation includes materials and labor for the structure and mechanical, electrical, plumbing and gas, fire sprinkler and elevator systems and equipment. Permanent systems such as audio visual, lighting and HVAC controls are included in the total as are expenses directly related to construction such as equipment rental and contractor fees. Finish materials such as paint, floor coverings, tile, cabinets and counter tops are included in the permit valuation total. Costs such as architectural and engineering design fees, landscaping and planting, tap fees, development mitigation fees, trash removal, and cleaning are not included. I certify that the permit valuation entered on the permit application for this property complies with the above valuation requirements. I understand that this document is a public document. Owner Signature: l '� Date: 03.16.2022 Charles Duncan III, Manager Owner Printed Name: Duncan Skihaus, LLC or, Authorized Agent Signature: Date: Authorized Agent Printed Name: RECEIVE ( CITY OF ASPEN January2019 130 S. GALENA ST I ASPEN, CO/81611j .-- %Or 41 BUILDING DEPARTMENT 1 ADDRESS: 533 WEST HALLAM ST. PERMIT NUMBER: 0285 2018 ARBK • COMMUNITY DEVELOPMENT DEPARTMENT ASBESTOS VERIFICATION AND CHECKLIST 'dg�� (-F.OF ASPEN ASBESTOS INFORMATION Asbestos is a known human carcinogen and is an airborne hazard.Once airborne,asbestos fibers can stay suspended in the air for days, weeks,or even months before settling out of the air.The fibers can easily become airborne again from a minor disturbance like turning on an air conditioner. Uncontrolled asbestos abatement projects or renovation projects that disturb asbestos may cause latent asbestos hazards that could expose people to asbestos in the future,long after the renovation activity occurred.The airborne asbestos fiber concentrations resulting from disturbances may result in a significant exposure to the current and future occupants of the home. The 1989"ban"on asbestos-containing materials is commonly misunderstood. In fact, in 1991 the U.S. Fifth Circuit Court of appeals vacated much of the so-called "Asbestos Ban and Phaseout Rule"and remanded it to the EPA.Thus, much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce of many asbestos-containing product categories was set aside and DID NOT TAKE EFFECT.Therefore,ALL demolition, remodel or renovation projects must determine if disturbed material above the trigger levels contains asbestos. • ASBESTOS CHECKLIST ❑YesjNo Residential: Will you be removing more than 32 sq ft, 50 linear feet (e.g., pipe insulation), or the volume equivalent of a 55-gallon drum of any material besides concrete, wood, bricks, or steel —examples are drywall, linoleum, ceiling tiles, roofing materials, etc.? ❑Yes❑No Commercial: Will you be removing more than 160 sq ft, 260 linear feet (e.g., pipe insulation), or the volume equivalent of a 55-gallon drum of any material besides concrete, wood, bricks, or steel —examples are drywall, linoleum, carpet, carpet adhesives, ceiling tiles, roofing materials, etc.? If the answer is YES to any of the above, you will need an asbestos test before you can receive a building and/ or demolition permit. You will also need to provide plans indicating areas to be demolished and determine if a CO state demolition license is required. A state certified asbestos inspector must do this test and the test report must be submitted with the building permit application. If the building has asbestos, a state certified asbestos abatement firm must remove it. After removal, the abatement firm must provide a letter to the Building Department stating that all the asbestos has been removed and that the air is clean. This letter must be received BEFORE a permit will be issued. (See the local or statewide Yellow Pages, DexOnLine, or http://www.cdphe.state. co.us/ap/asbestos/index.html for certified asbestos inspectors and abatement companies. ALWAYS ask for proof of current state certification.) If you are demolishing the building, you must submit a demolition permit app with the CDPHE in addition to the Aspen permit app. This form may be found at https://www.colorado.gov/pacific/cdphe/asbestos-forms NOTE: A copy of this demolition permit app must be submitted with the initial building permit application. When the CDPHE approves the app, their issued permit must be given to the Aspen Building Dept before we issue our permit. I hereby certify that the above information is true and complete. Owner DUNCAN SKIHAUS,LLC. Phone # 713-226-5045 Applicant (print name) William Lewis Phone# 970-925-4755 Applicant Signature Date 03.16.2022 Please call the City of Aspen Environmental Health Department at 920-5039 at any time if you have!questior s ' ; about asbestos, interpreting your test results, or other matters. o5/i7 130 S. GALENA ST I ASPEN, CO 81611j( CITY OF ASPENp.„"gzo1� ADDRESS: 533 WEST HALLAM ST. PERMIT NUMBER: 0285 2018 ARBK COMMUNITY DEVELOPMENT DEPARTMENT ;yr- 741; ZONING COMPLIANCE VERIFICATION POLICY OF,s ,, Applicability: All development projects must comply with the City's zoning regulations, including height and location, and are subject to periodic inspection during construction and a final inspection prior to project completion. When required by the City's Zoning Officer, certain development projects within the City of Aspen shall verify height and/or location compliance through submission of a survey report. Unless otherwise exempted, all commercial, multi-family, lodging, and mixed-use projects proposed within one foot of the maximum permissible height or within one foot of allowable setbacks shall verify zoning compliance through this method. In addition, the Zoning Officer may require this method be used to verify zoning compliance for single-family/ duplex development or other projects where compliance may be in question. Independent of this policy, all projects must comply with all applicable zoning limitations. The Zoning Officer will inform the applicant during building permit review if verification will be required. However, circumstances may require zoning compliance verification of a project which is already underway. Timing: Height verification should be accomplished at a point of construction when enough roof structure is in place to accurately measure the structure yet early enough in the process to still make changes if the structure is too tall. Location verification should be accomplished at a point of construction when the final exterior of the structure can be accurately measured in relation to setback requirements. Applicants are encouraged to confer with the Zoning Officer regarding the timing of zoning compliance verification. Applicants are encouraged to perform their own verification during construction to ensure the building is progressing to plan, including the height and location of foundation forms prior to concrete pours. Survey Report: A Colorado Professional Land Surveyor shall describe and depict the height and location of a structure compared to the dimensions shown on the zoning sheets of the approved building permit plan set. The City's Zoning Officer can assist in determining which elements of the structure should be measured and if natural or finished grade should be used. The report shall include the following information: 1-A brief cover letter with the building permit number, name of the project, name of the owner and general contractor, with a written description of the measurement methods including date(s) of measurement. 2-For location verification: A plan drawing showing property boundaries, permitted setbacks, building envelope (if applicable), location of foundation walls, location of the outermost exterior of each structure (inclusive of all exterior veneer or other exterior treatments), and the location and dimension of each observed measurement. 3-For height verification: Elevation drawing(s) showing the natural or finished grade of the property, maximum permitted height, building elevations including the nominal roof form (inclusive of the first layer of exterior sheathing or weatherproofing membrane but excluding all exterior surface treatments such as shakes, shingles, or other veneer treatments orornamentation), and the location and dimension of each observed meawr m e'p :£; Additional roof plans showing location of measurements may be necessary. r 1 ( CITY OF ASPEN August2017 05/17. GALENA ST I ASPEN, CO 8161611�130 S. PERMIT NUMBER: ADDRESS: • COMMUNITY DEVELOPMENT DEPARTMENT — \ ror ZONING COMPLIANCE VERIFICATION POLICY 4-Plans and elevations must include height or setback exemption items unique to the building, such as stair/ elevator overruns, utility/mechanical apparatus, hot tubs and spas, and other height or setback exemption items unique to the project. 5-The report shall include a written description or drawing notes of the benchmarks or control points used to establish property boundaries, setbacks, building location, building height,and grades for each measurement. 6-All drawings must correlate with the building locations, elevations, and grading/drainage representations in the approved building permit set. 7-The report must include the signature, date, and stamp of Colorado Professional Land Surveyor who conducted the field measurements certifying that the field measurements areaccurately represented. Review and Acceptance of Report: The Zoning Officer shall review the report(s) and either confirm the project conforms to the dimensions shown on the zoning sheets of the approved building permit plan set and meets the zoning limitations for the property or shall determine which elements of the project are not in compliance. The Zoning Officer may request additional information to verify zoning compliance, which may include but is not limited to additional survey work or a site visit. All drawings of the survey report must correlate with representations in the approved building permit set for acceptance. Modifications to field conditions or amendments to the building permit may be required. A determination of non-compliance shall result in the issuance of a correction notice and possible work stoppage. Applicants are encouraged to verify zoning compliance as early as reasonably practical in the construction process to minimize disruption to the construction schedule. Acknowledgment: I (contractor name) Sam Barney understand this policy. I agree that this project will comply with the zoning limitations affecting this parcel and the representations made on the zoning sheets of the approved building permit plans. I understand that a Certificate of Occupancy will not be issued until this project complies with all applicable zoning limitations. Contractor Signature: samAu.eL TgnrV eH Date: March 16, 2022 RECEIVE ( CITY OF ASPENAUgust2017 05/17/20 2,2 130 S. GALENA ST I ASPEN, CO 81611J .-- %Or 41 BUILDING DEPARTMENT A ;q, ;q,.., RREMP AREA : - pass ARCHITECTURE+ PLANNING : AREAS 666.11 SF I •'•::B•A:S: 16.00 SF 31.81 SF, ° &Q \\ \ t/ 1 51.44SF 13 2 ,® , 16.00SF :e ,; 159.27 SF ° C� ;,. .. SNOWMELTED AREA IN ..• , R.O.W.NEEDS TO BE ON / 0 ( ��•�.��•.� A SEPARATE ZONE `� C ••••�� \ 16.00 SF 605 EAST MAIN STREET ASPEN,COLORADO 61611 8 •��••�`•: ° �®�®;�� \ 163.79 SF T1910/929 1959 910/9E0 2950 ��6 \ 16.00 SF Consultant 36.15 SF O� - PROPERTY LINE 53.69 SF jI�� / \ AREAS TOTAL 1,236.75 SF 0 / /. / THE CITY ALLOWS A 9 SF REDUCTION IN Q32,8 �� j /A'r/Alir \ CALCULATED AREA AT EACH LIGHTWELL. O ��% / 9SFX4=36SF ° / 1,236.75 SF 36 SF= 1,200.75 SF BOTTOM OF % ; LIGHTWELL j BOTTOM of REMP TOTAL AREA 1,200.75 SF 16.00 SQ FT / /I / _ �% ®r% % x% % % % %666.11 SQ FT / / -LIGHTWELL - ° j j j j / 16.001 FT 2 ❑ LIGHT WELL /��/• //�/��/ /� jjj �� LIGHT SNOWMELTED AREAS IsBRa: O , BELOW i�///,��/�A Z ®j / WELL \ \\ -14 02.04.2019 PRELIMINARY �r/i, �///� �//�� BELOW � y;, ;;,� SNOWMELTED AREAS IN PRICING r % t,�N4•, 5 05.28.2019 PRICING SET ®© ' % I/ I- I. % % '`•�'�� R.O.W. ON SEPERATE ZONE '� - 6 07.16.2019 UPDATED PRICING �r� % AWAI/47 d . \ 7 09.06.2019 COMMENT �/ / l' RESPONSE 8 10.09.2019 COA OMMENTS � I//�/ RESPONSE A /, -i ,1 i/�,�/�/�� ❑ co 11 01.08.2020 CHECK SET �% � j 1 I _ 14 02.24.2020 PERMIT . � r % COMMENTS J / - ��///////®% �� — I CHANG2 �I 15 05.15.2020 CHANGE ORDER r — #1 d / ® ME , w 83 03.16.2022 CHANGE ORDER #2 c / - z Q C D t' SNOWMELTED AREA IN r a R.O.W.NEEDS TO BE ON DUNCAN RESIDENCE IP� RP -L,_-1 Ad RESIDENCE , eititivikar, A SEPARATE ZONE 0 Cd �A cn N 0 533IN HALLAM ST ASPEN,CO 81611 /,p., ° 31.81 SQ F i:ipi:pJ:00Ji:Jii:�51.44 SQ FT'A® `° I ////////// / •Ji:•JJi:•i••'isiis��:��1i�r®Ii®'�O:� i:4•i'i••: O •1 ®._. — -. In ir . , IriAl 159.27 SQ �� .I r— p!/� ' ,.% //TNIS Is ALL con, �� -_. ASONEAAEA' �� / BOTTOM OF �.. P o ir r/: BOTTOM OF . LIGHTWELL � zi i,� LIGHT �� LIGHTWELL O ,_ . E;r LIGHT 16.00 SQ F Ait ELL 10.49 SQ F �r BWELL ELOW WY" 16.00 S4 FT. .__ "le NORTH ..•o °EP,To g 08'- 08' 0 OOo a" I.O ' 0� 0 ° Oo 6" O5'o OB'00 OOo 6'0 �I T/ 0`0 8, ° °Qa0 0,200 0� 0 08.o 0 a0 0 �0 OQO° 0 00°0 0 8> ° 08'�0 0 pcg0° 0 0°00 00 °,,, cro0 0 �0 0cg0° 0 00°p I 7 k # PROTECT NO: 60�0�° °omo�o duo boo m�0o o 0 00�0�0 60o m�0o o 0 00�0�,o duo m�0o o % �j ( / Vt4/ 0 / 2vaa.aa 00 0 0 00 0 0 0 �o 0 00 0 �o 0 00 0 r o 0�0 0 O oo0®oB000°moo 0 O oo 08'0 e 0 O oo 08'0 © 0 0 O oo o 0 0 ° r /I� •oo 0 080 0 80 oTao 0 0 0� 0 0 08,0 0�o�g000 °0 0 08 8 o�o�g000 o� o 0 08' 0`0°<goo0 oe4 00 0 08, �:000 002 �0�0� °oo od o 0 go �°�00�0 000®0go om n�0 °moo° �° �00 00 o0p�o�°om no�0 0 �o �° �00 0° o0p�o�°o� °moo �°� ° �o aoo�o°o00�0�0 0�n°�0 �o��0 0 0 t1 ��f PROPERTY LINE n n \\ SHEET TITLE / RREMP PLAN 1 /( 1 Air SCALE: - 4191111MW As indicated RREMP PLAN G011 di O SCALE 1/4"=1'-0' 02019 awcxl°EmuxATII na��RECEIVED TIE INTORMNANON AND DESIGN WEIR DONiA PROPERTY Of BILL POSS AR ASSOCIATES,AACNRECTURE AND PLANK P.GNO PART F Of TNIS INfOANATIONMAY6f UCEDWTTHOUiiHfNPI)LOgySAI�iL[Xt$yryLOj•ByL ARCNRECTUAE AND PLANNING,EC.SNALL RETAIN ALL DOWN LAW STATUTORY AND O1NER RESERVED RIME THERETO.ASPEN BUILDING DEPARTMENT pass HEIGHT OVER TOPOGRAPHY CHART ARCHITECTURE+ PLANNING ELEVATION ELEVATION OF ELEVATION OF MOST RESTRICTIVE ELEVATION OF ROOF ROOF HEIGHT OVER 1 LABEL NATURAL GRADE PROPOSED GRADE MOST RESTRICTIVE 1. 7914.84' 7915.55' NATURAL 7936.99' 22.15' 2. 7914.81' 7915.59' NATURAL 7936.99' 22.18' I • 3. 7914.64' 7915.80' NATURAL 7931.02' 16.38' 4. 7914.69' 7915.70' NATURAL 7931.02' 16.33' 5. 7914.56' 7915.29' NATURAL 7926.17' 11.61' 1 605 EAST MAIN STREET ASPEN.COLORADO 61611 6. 7914.27' 7915.29" NATURAL 7931.02' 16.75' IT1910/925 1955 IP1910/9E0 2950 7. 7914.31' 7915.29' NATURAL 7931.02' 16.71' Consultant 8. 7914.61' 7915.29' NATURAL 7936.38' 21.77' 9. 7914.67' 7915.29' NATURAL 7936.99' 22.32' 10. 7914.66' 7915.36' NATURAL 7936.99' 22.33' 11. 7915.36' 7915.92' NATURAL 7926.38' 11.02' 12. 7914.33' 7916.00' NATURAL 7936.38' 22.05' PROPOSED IS INSIDE Issue: =L 4 02.04.2019 PRELIMINARY PRICING --- 5 05.28.2019 PRICING SET 1 1/3 PT- .Z3-BS9 + 1/3 PT.ELEV.7936.99' 2 8 10.09.2019 COA COMMENTS -_ --- RESPONSE 11 01.08.2020 CHECK SET I■j■■� -Al - 14 02.24.2020 PERMIT ;•:: �: Th- © 1/3 PT.ELEV.7931.02' 1/3 PT.ELEV.7931.02' 4 �� : = COMMENTS ■ __ _ _-- ■ ROUND 2 ■■III■ ��- ---' I � ■ 04.01.2021 95%CO M PLETE Cli:MI i _I _ MEt/ ! CD SET _ _ - ITME ul o o 111 o :A1::11=111 � �A � _ -+--M:- EM :i.. 1.�. • M•�w : O -t : 1_ ■ ■■ N rim =_=___pi o.aaCCiiCiG■ ■■■ m■ice ■■ n9■■■ ■■■■ - � • • -=' - _ NI ;my IIII II I II 11 ,a■ 1111 I 1 I 1 11 1 I I141- 1� �I 1� I II I1) I I I I . I I I�1 I I I milli I - � DUNCAN RESIDENCE • VIII ■: .4.4 ►I■■■.■i- ■ ■ -�7E-Illi ■■■■■■■■■ ■■■■=■ ' 11° =. l 7___E _ :!ii 11 _r ■■■NI t ■I - I 11111 7.1......... W__ . IIII ', II I I I . -. II 1 I I III I I I I I 533 IN HALLAM ST ASPEN,CO 81611 • - iii 1 - 11 FLAT ROOF ELEV.7926.38' . - _ ■1 - -L L I _ - pl _- - I I 1 1 11• l _ _ -A- Ili e ,L NORTH 1/3 POINT ELEV.7931.02' 6 + FLAT ROOF ELEV.7926.17' 10 1/3 POINT ELEV.7936.99' + Y 5 PROJECT NO: FLAT ROOF ELEV.7936.38' 12 21708.00 + 1/3 POINT ELEV.7931.02' 7 9 1/3 POINT ELEV.7936.99' FLAT ROOF ELEV.7936.38' 8 SHEET TITLE ROOF HEIGHTS NOTE: ROOF HEIGHTS ARE MEASURED FROM MOST RESTRICTIVE GRADE PER LAND USE CODE 26.575.020.F.3.a SCALE: As indicated BUILDING ELEVATION 100'-0'=USGS ELEVATION 7915.75' ROOF HEIGHTS SCALE 3/16'=1'-0" G O 1 1 2 ©2019 pgl�Emuxenno na c 1NEINfOflIMNONAND DESIGN INTENT CONTAIRECEIVIED PROPERTY Of BILL POSS AND ASSOCIATES,ARCHITECTURE AND PLANNING,P.CNO PART OE THIS INPORNATIONMAYBf UCEDWITHOUiiHfNPgLOgySAI�iL[Xy[µR$yryLOj,ByL ARCHITECTURE AND PLANNING,KC.SHALL RETAIN ALL LAW STATUTORY AND OMER RESERVED RIGHTS,INCLUDINOWPYHIOHTTHERE1OETO.ASPEN ASPEN BUILDING DEPARTMENT poss v / 5TH STREET _�� — — — �� _____ _________ r___ __________________ ____ - --- ,,,,,- - --,..,. / __ ——— \ ARCHITECTURE+PLANNING 'Th ( Ill[ 10 8O // 1 ] �� to F 11 1 � O; o C� I sim � \� ` � 1 o O 8 � a �'411 —_— :I1' DT1EASTY2 Si755 ASP) COLORADO O ` \ T ��\ (T1910/999 1199 191910/930 t990 o y,o \\ \ n� I \ Consultant Cb -lJ PROPERTY LINE N14°50'49"E 19 �� ` \ mici�, \ <'WIDE GATE PROPOSED 36'FENCE / DRIP LINE OF COTTON,OOD _ a �, ESTABLISHED BY PAR :DEPT.— ' --------- -- - ,, VIA PHONE ON 9.12.21:8 .1116„ I _,„1 �F_11 � / a ! Ell Till 0�� SON MEETING- > Atoze AEDza / LINE OF NO FOUNDATION/DIGGING ESTABLISHED ' ___ ' BYPARKSIN PERSONIN06.19.2ISH 0 -- al_r1 Issue: LIGHTN�E 11GHTWEL1> y1E111 JIMMIE Iiii I I •\ I 15 05.15.2020 CHANGE ORDER#1 _ 11 i O4.01•E 95%COMPLETE CD SET MIIIIISAMIAIMM 83 03.16.2022 CHANGE ORDER#2 Ke iiimidi o- IR+IpHiT11I. 111117 I o s o / ,4' . \ �I Imr‘ liwIlpirGam; ri_11, _ w IP 9 a CC w ' 1I EJ_ / 1 v Q J 100'-O"=7,915.75 I w CD _ Il i • II CC I ® . 65 �, o WIT IA!L _ I F-10 �� o III I I '_ � AlIii!__JTlIjp _ al / i 23.75'x 31.5'BEAR - I PROOF TRASH EAN R�1 �� _ / V DUNCAN RESIDENCE PER TITLE 12 _� I MUNICIPLE CODE I.11. n _m IN °, _ o • . • S Ho D oPP / 533 W HALLAM ST ASPEN,CO 81611 RESIDENCE 4 / 111111,M1 III .. i - et�TYPICALLYTRASH AREA NN I IUJLH--mob' / � y■LIGH' ELL - ' _HTWELL 1 _ _ _ _ _ (�,\ e / U-T �iii1i it �II� ICI II II ��I�� ji ———_ _—__ \ —— / NORTH O CR , I ' I 1.1 um r� �2I PROTECT N0: O HOLD OFF RESIDENCE4 d - cz U• m, ��,o 0 - " 21706.00 _ oo o C�C� �C ��o p oho' C• a�'>.. � 0 o�pgWER THAN2 0 N---POSTSFORGATETO \ TYPICALLY PRIVACY FENCE no __ 0 _ 0 ,9,00o � 8� • �` J 1 LIGHTWELL8� ' o �.' ( � SPAN / OVER RAIN GARDEN I// a\ \ / SHEET TITLE /� PROPERTY LINE \ �� =.p �� ei) / _ ARCHITECTURAL SITE PLAN V SCALE: 1/4"=1' 0" / CI) / I Building Line 1 �, A 1 1 BILLPOSSANDASSOCiATES O —ARCHITECTURAL SITE PLAN ©2D21 ARUHnEDTUREAxU PurxiN �MY� axoPExrrHo�enL voss axoessac�ArPs a�ll9lidx �® NO PART OF THIS INFORMATION MAY BE USED WnHOOF THE PRIOR WRITTEN SCALE 1/4"=1'-0' �E oEerTs°novaiuwssnxoassoclArzs,AecHflE�Iari y, DILLPOEMANDAW STATUTORY OTHER RIGGC,HFC OC2 COPY`RIGHHTTTHER/UTUreYANDUTHERRE:E ASPEN BUILDING DEPARTMENT poss I GARAGE DOOR AND FRAME E',�• • I PER MANUFACTURER. �1®O� 3/4, ARCHITECTURE+PLANNING ��•w i GARAGE DOOR JAMB AND I HEAD SILL. v�-o�-o�-o -v� - I EOM• e� .. I �' w 6X6 ACCOYA WOOD POST 3 _ EXTERIOR FACE 4' I 1/2' ,1 `O OF RESIDENCE 5 1/2' 5" 5 1/2' I 0 bbb 1/4, I N im �" �" q 7" 2X4 ACCOYA WOOD TOP, I 3/4" �I di MIMI ko 5/8" MIDDLE,AND BOTTOM RAILS 1E _ SLAT WALL _ rdige Jr FENCE PLAN 5 Jr} 5 1X6 ACCOYA WOOD SLATS 51/2''-0'SETBACK LINE 605 EAST MAIN STREET,ASPEN,COLORADO 81611 GRID LINE 10 AND 2I rlitilitriri (119)0/915 AIRS (f)970/920 R950 z I Consultant 1 = VERIFY FENCE HEIGHTS WITH 1 _ FINISHED GRADE IN THE 5 1/2' wI = FIELD �5„� (5' ao I `` 2X4 ACCOYA WOOD TOP RAIL _I — \��'c O a •'''P -'P '-PIP �\ II■ PAINTED WOOD FINISH ON 1/8'FROM FINISH MATERIAL TO THE \\\ \\\ ALL RAILS,SLATS,AND POST ISETBACK AND GRID 10. VP'' 'iiiii�%��""� m I 2'-0'SETBACK FROM 7.-1 I PROPERTY LINE FENCE SLATS AND RAILS TO BE ATTACHED 2 1/2'FROM FACE OF STUD TO -,I SCREWS(TYP.)W/GALVANIZED 1 2 1/2"..1.---- SETBACK AND GRIDLINE 10 1/8" , 7 GARAGE WALL TO SETBACK- N\ _..1_ 2X4 ACCOYA WOOD MIDDLE A102a SCALE 3 =r-o^ 0 b m ,\ I RAIL 1X6 ACCOYA WOOD SLATS WHERE TOPPING SLAB WILL BE EXT.BEYOND GRID B, v TO SUPP.OVERHANGING PAVER TO NEXT GROUT JOINT,PROVIDE CONT.GALV.L6x6x5/16 PER STRUCT. 6X6 ACCOYA WOOD POST ALIGN WITH T.O.STRUCT.SLAB AND ATTATCH TO Z-.1 Issue: EDGE OF SLAB WITH 3/4"DIA.x 4"STAIN.STL.TITAN HD 45)24"O.C.,CENTERED VERT.IN SLAB EDGE. 2X4 ACCOYA WOOD BOTTOM 15 05.15.2020 CHANGE ORDER#1 �\ RAIL 83 03.16.2022 CHANGE ORDER#2 A \ _\ _ ,L FINISHED GRADE 60 0 o . 1 7 0 MAX I' YFENCE POST EXCAVATED 2'-0' R-6 _ V.I.F. BELOW GRADE MIN.AIR CM PATIO ELE.@ DOORS _ ,PATIO ELE.W DOORS SPADE AND HAND EXCAVATE aPE. E 00'-1 1/2' m SLOPE WA F 11 100'-1 1/2" E\I TO AVOID TREE ROOTS AND 7�� ""��0 ®��, DETERMINE POST FENCE ELEVATION LOCATIONS. 1:: , 1E11 ' = %�//'iy� � � 2 PRIVACY FENCE SHARED PROPERTY LINE \ _- 6 � '102a SCALE 3/4"=1'-0' SLOPE MULCH INFILL FROM 5 1/2" - , DEPTH TO 0'-1FT.FROM TREE TRUNKS. I SLOPE SOIL FROM 3"DEPTH TO 0"-3'-0' EXISTING GRADE FROM TREE TRUNKS. I AEXISTING GRADE ,4. 6X6 ACCOYA WOOD POST EXTERIOR FACE 6 -PATIO PAVER EDGE DETAIL @ GRADE 6 4 -PATIO PAVER EDGE DETAIL @ GRADE 4 OF RESIDENCE \ 2X4 WOOD TOP AND '102a SCALE 1 1/2"=1'-0" '102a SCALE 1 1/2"=1'-0" \�I BOTTOM ACCOYA I I J'5' Jr 5.Jr 1X6 ACCOYA WOOD SLATS I FENCE PLAN 51/2'- VERIFY FENCE HEIGHTS WITH FINISHED GRADE IN THE 5 1/2' 2X4 ACCOYA WOOD TOP RAIL FIELD 5' �5' SLOPE MULCH INFILL FROM 5 1/2" DEPTH TO 0'-1FT.FROM TREE TRUNKS. .+ = / PAINTED WOOD FINISH ON DUNCAN RESIDENCE �- ALL RAILS,SLATS,AND POST EXISTING GRADE -/ FENCE SLATS AND RAILS TO BE ATTACHED W/GALVANIZED 533 W HALLAM ST ASPEN,CO 81611 SCREWS(TYP.) tglk PATIO ELE. DOORS ,l \ _ 5oP`Wp+`"OM"o"5f _ _ _ PATIO ELE. DOORS '� 100'-1 1/2" v 100'-1 1/2" o -1X6 ACCOYA WOOD SLATS it F-11 SIM-4 SLOPE MULCH INFILL FROM 5 1/2' 4 6X6 ACCOYA WOOD POST s0 - .. _ DEPTH TO 0-1FT.FROM TREE TRUNKS. 2X4ACCOYAWOODBOTTOMRAILPROJECTRO: '� -. ' r ,--\ SLOPE SOIL FROM 3'DEPTH TO 0'-3'-0" m� 1';''':1:::: ✓• - '� _ _ ,l FINISHED GRADE 21708.00 a Y\/\/ - I. 7'-0'MAX. I. FENCE POST EXCAVATED 2 0" �/� _ - --_ 0 144" V.I.F. 444I / BELOW GRADE MIN.AIR // �/� _<< _.MEN� _,ti� _::4w�. ->•+. w SPADE AND HAND EXCAVATE SHEET TITLE \ a� \ \/\/\/\ FENCE ELEVATION I DETERMIINE POST AVOID TREE ROOTS AND 1/ / ft'��_\/\/ LOCATIONS. SITE DETAILS EXISTING GRADE SCALE. 5 -PATIO PAVER EDGE DETAIL @ GRADE 5 3 -PATIO PAVER EDGE DETAIL @ GRADE 3 1 FRONT YARD FENCE A 102 a $ '102a SCALE 1 1/2"=1'-0" '102a SCALE 1 1/2"=1'-0" '102a SCALE 3/4'=1'-0" BILL COSS AND ASSOCIATES. * TI..1 L.,ARCHITECTURE AND CLAMOR . THE INFORMATION AND DEIGN INTENT EC PROPERTf OF BILL DOSS AND ASSOCIATES, WED NO PART OF THIS INFOHAMTION MAT BE USED WnNNf10E0�fITNRTT PRIOR WRITTEN BILL PO SE AXDEASIDC AT�fS,ARCXTECTORE AN ID Dp®IdO rilM 2 ALL COMMON DR AND INCLUDING COPYRIGHT THERETO ASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING 13 605 EAST MAIN STREET,ASPEN,COLORADO 81611 (81910/915 4155 M 910/920 2950 Consultant Issue: 15 05.15.2020 CHANGE ORDER#1 A83 03.16.2022 CHANGE ORDER#2 ELE. DOORS F-11 SIM 1 1/2" SLOPE PM10411.5E N � , \\//\// // //\//\ \, V/VAV/V/\ SLOPE MULCH INFILL FROM 5 1/2' DEPTH TO 0"-1FT.FROM TREE TRUNKS. 2 PATIO PAVER EDGE DETAIL @ GRADE 8 102b SCALE 1 1/2'=1'-0" A DUNCAN RESIDENCE PATIO ELE.p DOORS 533 W HALLAM ST ASPEN,CO 81611 1 1/2" F-11 SIM i0 .gip PROJECT N0: 21708.00 / / / \/A/A SHEET TITLE \\ \\\/ � \jam\ /V/V/V/\ V //V SITE DETAILS SLOPE MULCH INFILL FROM 5 1/2' DEPTH TO 0"-1FT.FROM TREE TRUNKS. SCALE. SLOPE SOIL FROM 3'DEPTH TO 0'-3'-0' FROM TREE TRUNKS. — 1 PATIO PAVER EDGE DETAIL @ GRADE 7 A 102 b 102b SCALE 1 1/2'= BILL POSS AND ASSOCIATES. THE 11.0AIAATION A110 OEM INTENT PROPERIT OF BILL POSS ONO ASSOCIATES�A EYED NO PART OF THIS INNNANTON WV BE USED VOMIOOEU�T 111EE PRIOR MITTEN POnSSANDRASIDCAR 4111ECTURE' Dp®IIfC,r 2 GOP`RIER DR ADTNERREBERPEDRID INCLIAANG OROTTTO ASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING I . 605 EAST MAIN STREET,ASPEN,COLORADO 81611 MATERIALS LEGEND 111970/915 4755 (F)970/920 Re50 Consultant 01 EXISTING WOOD SIDING 02 WOOD SHINGLE ROOF 03 WOOD CHANNEL LAP SIDING 04 NARROW WOOD CHANNEL LAP SIDING L A502 T A501 E C O 05 METAL PANEL CLADDINGr) (11? 06 NEW WOOD SIDING TO MATCH EXISTING I I I I I I I I I 3"DIA.PLUMBING VENT Issue: IS'ABOVE R•/ S A MOM 5 PROPOSED GRADE 4 02.04.201905.28.2019 PRELIMINARYPRICINGSET PRICING ------ ---------__________ ____ 8 10.09.2019 COA COMMENTS RESPONSE HISTORIC GRADE 10 10.28.2019 LIGHTING/AV COORDINATION 02 �,.P,-7'-1 • 11 01.08.2020 CHECK SET a a a o 12 12.06.2019 WINDOW AND DOOR SCHEDULE I _ - _ PACKAGE a o 14 02.24.2020 PERMIT COMMENTS ROUND • - a•RAoory VENT 04.17.2020 PERMIT COMMENT RESPONSE �ON ROOF BEYOND. 04.01.2021 95%COMPLETE CD SET MATCH OPPOSING WINDOW TO 40 08.17.2021 HPC GUTTER COLOR REVIEW ^ 79 OL06.2022 RR EXTERIOR SCONCE LAYOUT —HoEXISTING HISTORICAL WINDOW 83 03.16.2022 CHANGENGE ORDER#2 � e- - - -/iz:z - J,T.O.SHTHG 0 UPPER LEVEL " - - T 110'-41/2" _ -I i , r �._ D37 r�p3 _'?_ ii i_ rW1 I - 7 WL � 1 03 I • Q - - Q L �'� TOP OF PATIO - I _ 18 TOP OF PATIO GRADE AT _LI -, D6 I c e ® e UJ PATIO PAST LIGHTWTOP ELL / % / _ HISTORIC O1 'OoroSED E , - L ^ - - /\.# "•' H_an5�VEL B 'LAD Ae, PROPOSED GRADE -1 L I ' - ----- HISTORIC GRAD DUNCAN RESIDENCE LIGHTWELL I I I I I 533 W HALLAM ST ASPEN,CO 81611 L I I I I I PROJECT N0: 21708.00 L r 1I I I I I SHEET TITLE J I I ELEVATIONS-NORTH O NORTH ELEVATION A401 SCALE D eILLPOSSANDA550CIATES, ©OORM ION MID DENO INTENT ONE EC WED PROPERtt Or BILL PoSS AND ASmCIATfS�A dRx*db#_ NO PART OF THIS INFORMATION MAT BE USED VOMH1)007ff111QQMEERj PRIOR�WRITTEN BILL POSSAXDFASIDCAR$ARCHRECTNREANONAgIIfC,HF6M 2 COPY`RIGHHTTTERETO DRYAND OTHER RESERVED RIMS ASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING I 3 _ MATERIALS LEGEND 01 EXISTING WOOD SIDING 02 WOOD SHINGLE ROOF 605 EAST MAIN STREET,ASPEN,COLORADO 81611 111920/925 4255 If)970/920 2950 03 WOOD CHANNEL LAP SIDING Consultant 04 NARROW WOOD CHANNEL LAP SIDING 05 METAL PANEL CLADDING 06 NEW WOOD SIDING TO MATCH EXISTING fz.,,, , T , 4 ) a'm ) 6 �) T . ) T T ♦ r r I I ,„ m CO 1 m m m m m NsE Cni-1 � RAI I:aMB:PROPOSED GRADE __ ___ _ ` 402.04.2019 PRELIMINARY PRICING_____ �I ` 505.28.2019PRICINGSETC -.� (PLUMBINGVENT _1111111111111011111111111 �z•RFeGEERGOF _— A 101028.2019 LIGHTINGMRV COORDINRTION HISTORIC GRADE � �I�/ —1�I \_ ,l 1/3 POINT FROM 12 OL06.2020 CHECK SET -�Ili- =�� Y EAVE TO RIDGE 12 12.06.2019 WINDOW AND DOOR SCHEDULE � PACKAGE — `. 14 02.24.2020 PERMIT COMMENTS ROUND 0'DIA.RADON VENT( -_ M ®� 17 10.13.2020 DRAWING UPDATE 12"ABOVE ROOF SURFACE _ - �� 04.01.2021 95%COMPLETE CD SET M__1_--'--_--- I = r- . `- 40 08.16.2021 HPC GUTTER COLOR REVIEW =� ` ; i; �� / 83 03.16.2022 CHANGE ORDER#2 10 / \ 1 1 : /1 A • i 1 m••• N- \I _ _ _ i=E i MEM 1 . ri ��`—�� J,T.O.SHTHG®UPPER LEVEL AM �Ir■ lI1 rara l i=.._-- II �LII1 --' ''' —.- -—I i ll 1W6 !� ___1ll -- :,,v1, ,1,,.:2.. v R lie _ 1,11_�_��1.��III`�J 11�11 po iA I o 0 0 �I ►o'• ,I��4,1 11111II I� =-1_� L.— l _ _ _ f •■ _ �'— -— .T.O.SHTHG @ MAIN LEVEL PROPOSED GRADE IWI IM�� -----1---1 D TE:,.NE APPROP'ATE HISTORIC GRADE DOOR W/STAFF&MON ITM' II APPROVAL FOLLOWING I EXPLORATORY DEMO 1 I I f1 LIGHTWELL — LIGHTWELL DUNCAN RESIDENCE I I I I I 533 W HALLAM ST ASPEN,CO 81611 L J 1 PROJECT NO: 21708.00 I J 1— 1 1 L I— I I I 1 SHEET TITLE EL 1 1- ELEVATIONS-WEST L O WEST ELEVATION A402 SCALE 1/4"=1'-0' BILL POSgutASSOIATES. 1 THE©N2ORM21 °EDON aED PROPER1T Of BILL FOSS AND ASSOCIATES! dRx*db#_ NO PART OEMSINEORANTON MAT BE USED V PERMISSI N Or RILL AND ASSOCIATES, OIRIO0fUT NREE PRIOR WRITTEN i BILL ROSSOAM ASIDCATES,ARCHITECTURE N NRilIfC,HF63 2 C/PYRIGHHTTT LAW STATUTORY RrAND OTHER RESERVED RIe ASPEN BUILDING DEPARTMENT poss ARCHITECTURE+PLANNING MATERIALS LEGEND Ol EXISTING WOOD SIDING I 3 02 WOOD SHINGLE ROOF 03 WOOD CHANNEL LAP SIDING 04 NARROW WOOD CHANNEL LAP SIDING 05 METAL PANEL CLADDING 605 FAST MAIN STREET,ASPEN,COLORADO 81611 NEW WOOD SIDING TO MATCH ITI970/915 nss (f)9)0/9xO x950 06 EXISTING Consultant T T � y T C Y A50 © 1 A502 1 I I r -_ Issue: I. ~ \ 5 02.04.2019 PRELIMINARY PRICING K I �� — ..L■ �MP�rw�� ^��ILEE��■ 7m■■�� 5 05.28.2019 PRICING SET .„ \ r�V��I�Vr�Vr��l 8 10.09.2019 COACOMMEMSRESPoNSE PROPOSED GRADE _M��_�E��IE_�EMEM♦ 10 10.28.2019 LIGHTING/RV COORDINATION 5��l ��Q�� 5��l��l� - �� 11 01.08.2020 CHECK SET • O �f HISTORIC GRADE _ _ __ _ __ �_ E�A��_�� l� l 12 12.06.2019 WINDOW AND DOOR SCHEDULE 1 m._WIFINOV N�.� w�.�.'�- 1 �V.. \11�i IIIIle* PACKAGE ( I Y 14 02.24.2020 PERMIT COMMENTS ROUND " - 04.01.2021 95%COMPLETE CD SET I I I 11111 1 0 0 11.1 I 29 06.07.21 RFI 46 DORMER FRAMING _ _ _ WIDTHS 40 08.17.2021 HPC GUTTER COLOR REVIEW .% Elm 83 03.16.2022 CHANGE ORDER#2 0 Ini F—= . p II,IP vAik p— / III A ll .F — 0 — cr.,_, 73 _1 IiiM 1 II f _ mA I I i— f'■II N�-J €II VIIIM�. m m _ _ _ MI �' == - — T.O.SF THG @ UPPER LEVEL I� = 05 11 II I -I �� • • • +110'- 1/2' ~�: I n�� O3 —�� ELEVATIONS ANC GAP SPACING ARECI Fl it al o �- ® ®� -�I : NEGAMEASTNEGAOFLEFRUMH �� I_ l l I om Dl o - v_ �—_r= 7. �_ iii _� F • � � — F gal-AEI. IJT_ —I ■•r �� _� TO.CONC.G GARAGE ini E �� HISTORIC/PROPOSED GRADE . 1111 c� �u.aF1 no vs''''''tt.± ^� 014.1 21'-1 �i p -(5- [ r�" p DUNCAN RESIDENCE O �� O , 2 2 1 c 1 -.. 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Au ©O�e e ma d'a3 ®� ,„ T T EXISTING 07 UTILITY METER,CT UNIT AND MDC (PER.ELECTRICAL) I I I I I Al\ 3'DIA.PLUMBING VENT iiiiiim IIMOMMOOISSUC: 12'ABOVE RCOF BUHFACE gg/p/ 4 02.04.2019 PRELIMINARY PRICING `k--2.--.-- � _ PROPOSED GRADE 5.28.2019 PRICING SET 8 10.09.2019 COA COMMEMS RESPoNSE 12/ ® 12 DRYER VENT HISTORIC GRADE 0 10.28.2019 LIGHTING/RV COORDINATION 1/3 POINT FROM kA EAVE TO RIDGE Y 1 OL06.2019WINDOW CHECK ET 12 12.06.2019 WIN AND DOOR SCHEDULE 05 I/ • PACPERKAGE III ___ NI12 12 14 1002.13.2020 DRAWING UPDATE COMMENTS ROUND2 I FLUSH FIREPLACE r ` 4'RADON VENT 17 04.01.2021 95%C COMPLETE VENT TERMINATION _ i 12 �� 12�GURFACEERGDFI 04.01.2021 95%COMPLETE CD SET 1 1 ` = 40 08.17.2021 HPC GUTTER COLOR REVIEW } } 83 03.16.2022 CHANGE ORDER#2 05 �,I 06ING VENT • 1/3 PpTNT FROM -�lr aavE Roof i i EAVE 70 RIDGE SURFACE _ • 02 r 1 1 1 05 - — - - - - ' - , :11,,, - - - - - - - - •__ _ �� - -. - ,I\ +1 O'S�Tt @ UPPER LEVEL MT ®®®�INNN= fill 1.'d / / U - m *I_ D• _ — ILA _ el 03 D3or i I-1 ' IF p , ILIpp70J mEl _ _ _ed �- ,� _It -_ — 400ke F \�� i v Ill L _� ! 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T �'�--- w•ER.. — HISTORIC GRADE I I I I I I I DUNCAN RESIDENCE LIGHTWELL LIGHTWELL I I I I I I 533 W HALLAM ST ASPEN,CO 81611 JI I I I 1 - _J 1 1 PROJECT N0: I 21708.00 I - - -I I I SHEET TITLE EL_ I—I L J ELEVATIONS EAST OEAST ELEVATION A404 SCALE 1/4'=1'-0" ©2021 aRLcx:cTuxEwiovu111 11� c PROMO OF BILL POSS ONO ASSOCIATES RETHE INFORMATION PX0 DEIGN INTENT END AO PART OF THIS INFORAMTON MY OE USED V/I0100f0111NEE PRIOR WRITTEN BILL POSE AXOF0.5SOC AT�ES ARCNHECTURE ANO NPgIdOrilM 2 COOPY`RIGHHTT:EETO URYAND OTHER RESERVES RIMS ASPEN BUILDING DEPARTMENT poss T O T T A ARCHITECTURE+PLANNING 31 — I 0 ll AI 1 ® • 2'-6' 2'-6' 2'-6' 2'-6' ANL 2-6' 2-6" 2'-6' 2'-6' 2'-6' T.O.FIN FLR 0 MAIN LEVEL .__ . : _� � ___ _ - - / +100'-3' II ® -� __+ 105-V-E.P DOORS 605 FALL MAIN STREET,ASPEN,COLORADO 81611 ►�I d - y�-aatl -_ — :'--- War-, - — — r 1/2" IT1970/915 4755 M 970/920 1950 -. ►�17'__- i '!-�" ..v vP-__,.. w - _.-®m�� w -®v�`. -®_'�'_ -®- M THG W MAIN LEVEL ® \ +T O.SO Consultant s 1111111• 4 •o••• • 11111u ffi = 1 ......... �, `ms s�y��`� -�-ei • \ \/\/\ \/•/ / / '�` //< �A=•tII1IIIIt//Il//ttttttt •= �If/r/rrrlllllllrrrl/rrllllllllnr � \/\\/\ \\\ \\ \\ :NM�1111111111111111UU111/1M� M111111111u111u11111�uu1111111111111 � / j � \ j / / / / / / / / / / Illis \ VVVV/V/V/\ V/VjV /V/V/V/V/V/V/V/V/V/V/\/ I�IIIIIIIIIIIIIII�I�I�I�I�IIII1 VArA 1�1�IIIIIVITAVA AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/� V/VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA •Illllitl� Yllllli 1111111111fff11I11111111iii1111111�� \AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA/VAA/VAA AAA AAA AAA AAA/VAA/VAA AAA AAA AAA AAA �CI� ��u11111hi1111111111UU111u111U11111111►�1�� VA//VA//VA//VA//VA//VA//VAS//VAS//VAS//VAS//VAS//VAS//VAS//VAS//VAS//VAS//VAS//VAS/ /vvvvvvv�� _ ._�/�i��iw�ivv�ivv�iv��i��iw�iw�ivv�ivv�iv��i�� Issue: 83 03.16.2022 CHANGE ORDERA2 O PATIO 1-0SECTION SCALE 3/4'= 9 STONE PAVERS (---T) I cT) ER 1 I GROUT JOINT LOCATION I HYDRODRAIN ✓, / 'r CONTINUOUS W.P. LIGHTWEIGHT CONC/GROUT Ji I COMPOUND WITH RADIANT TYPICAL SLOPE TUBING. \ —1 11M-FT ®` 1'-0. - - —-— 1 1/4' """,��,,`-_ _ T.O.PAVERS®PATIO \ 2'-6 2'-6 -2'-6" - 2'-6" 2'-6' 1'-10 1/8' ' CONC SLAB DOWELD INTO CONC m IF-10 / T.O.CONC.SLAB -----..=---'_._._...._..�C.NI Y 1 ,� M, ® WALL PER STRUCTURAL. ®_ _ _ _ _ - 100'FI3 FLR®MAIN LEVEL .- _ - DOORS _ _ 99-5 3/4 �.I •� ��►" 1 E� PATIO ELE.® - 00-1 1/2" a `� T.O.SHTHG MAIN LEVEL DUNCAN RESIDENCE ,� a III= ►� p 5 p� .��I A/// j _lMir 6'CONC SLAB _� '.............�......'..'......'. ►� 'ifieWil? 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NOTE: REF.WATERPROOFING DRAWINGS FOR A411 a WATERPROOFING DETAILS 61LLPOLLANDASSOCIATEB ©202]ARcxn6cmRE PAN Purvrvin PAVERS AT EDGED OF BELOW GRADE LIVING SPACE EAST PATIO SECTION °"°'aLL085N° m`r"i"° 9 ' ' �D NO PART OF THIS INFONANAON KW BE USED WNNONT1NE PgRIIOON WRITTEN SCALE 11/2'=1'-0" CD SCALE 3/4"=1'-0' PELCPOMINNOFMUSTUTOR5000TlAEN RESERVED RIM INSURINGS 2 BINPOSSA mo."IATFSreARCNITECTUREANO SOOPv`RIc6NMT:ERETE SUMMAND ASPEN BUILDING DEPARTMENT poss STONE TILE CARPET W/PAD ARCHITECTURE+PLANNING GYPCRETE 1 1/2'MIN. MORTAR BED 1 LIGHTWELL EXTERIOR INTERIOR SLAB PER STRUCTURAL UNCOUPLING MEMBRANE CONCRETE SLAB INTERIOR REF.STRUCTURAL RADIANT HEAT SYSTEM RADIANT HEAT SYSTEM RADIANT HEAT SYSTEM REF. - REF.MECHANICAL REF.MECHANICAL I STRUCTURAL GYPCRETE 1 1/2"MIN. 3 . . . .. ... -4, , SHEATHING T.O.FIN T.O.FIN ',O REF. STRUCTURAL T.O.FIN i 1/4"ACOUSTIC UNDERLAYMENT REF.PLAN _ RIGID INSULATION,SLOPED TO - �� l MIA 7, .... `> SHEATHING DRAIN �DE^j:,'...'yc `.....::..p_,�,a 'v ;•R"mod O - ,L REF.PLAN TRO LAN �r"_ REF. STRUCTURAL �••� • Y REF.PLAN ,.„,f.,L'"'..�y=C;1�i"�,.. /� REF.PLAN v z ._ . .a �, telliall ,,,"'�' SOUND BATT INSULATION .:^. :•••.••^ SPRAY R 38 MIN.FOAM INSULATION ^^ ^^ 605 EAST MAIN STREET,ASPEN,COLORADO 81611 ' -�' , ,�4 - ` GRAVEL 1 1 FLOOR FRAMINGA ITI9)0/9x5 nss Ifl9)O/9x0 x950 REF.STRUCTURAL FLOOR FRAMING REF.STRUCTURAL Consultant -GEOFOAM INSULATION REF. CIVIL IL 5/8"GYPSUM BOARD —.. N�AE�a'xXav'tia--AS'ReiRaIIIIII � 1/2"PLYWOOD SHEATHING MI CEILING FINISH WEATHER RESISTIVE BARRIER REF.INTERIOR FINISH SCHEDULE • CEILING HEIGHT,REF. T&G WOOD SOFFIT REFLECTED CEILING PLANS EXTERIOR FINISH PER APPROVED SAMPLE CRAWL SPACE NOTE: REFER TO TCNA GUIDELINES FOR TILE INSTALLATION CONCRETE SLAB @ LIGHTWELL CARPET FLOOR @ LOWER LEVEL .•7 STONE TILE FLOOR @ UPPER LEVEL I -� SCALE 1 1/2'=1'-0' F_6 SCALE 1 1/2'=1'-0" E-`0 SCALE 1 1/2"=1'-0" ASTONE TILE STONE TILE TOPPING SLAB OF GARAGE GARAGE SLOPED TO DRAIN Issue: MORTAR BED MORTAR BED POLYUREA FINISH SLOPE PATIO UNCOUPLING MEMBRANE UNCOUPLING MEMBRANE TO DRAIN. 8 10.09.2019 COA COMMENTS RESPONSE INTERIOR INTERIOR REF.PLAN 14 02.24.2020 PERMIT COMMENTS ROUND RADIANT HEAT SYSTEM RADIANT HEAT SYSTEM RADIANT HEAT SYSTEM 83 03.16.2022 CHANGE ORDERH2 REF.MECHANICAL REF.MECHANICAL REF.MECHANICAL DRAWINGS GYPCRETE 1 1/2'MIN. GYPCRETE 1 1/2'MIN. T.O.CONC. �� STONE PAVERS REF.PLAN •r: .-, - 1/2"GROUT GAP ;. •,,,_•::.p- • . CONCRETE SLAB AND DECKING .. REF.STRUCTURAL DRAWINGS v BETWEEN PAVERS • T.O.FIN - SHEATHING , T.O.FIN I SHEATHING REF. STRUCTURAL _ REF. STRUCTURAL - GAG N .. .,p-^ �. - p.= ?.;,0 .O. RMEF L DECK STRUCTURAL T.O,SHTHNG T.O,SHTHG REF.PLAN • REF.PLAN famardrinrird DRAWINGSCTURAL 1 �� ,� SOUND BATT INSULATION RADIANT TUBING j1� FLOOR FRAMING ,� r�...'./.'�� REF.STRUCTURAL STEEL BEAM � ® `��_'1•/• ••� FLOOR FRAMING 1�/,/� REF.STRUCTTURAL DRAWINGS GROUT.LIGHTS BLOW CONC AND �� LILI�II REF.STRUCTURAL A. A .A�r. BLOW-IN SOUND 10 GROUT. HYDRODRAIN AL BLOW-IN SOUND ATTENUATION SOUND BATT INSULATION w ATTENUATION INSULATION ;�00o CONCRETE SLAB PER v INSULATION WAWA WA 2X UNDER FRAMING =eee STRUCTURAL // IL 5/8 GYPSUM BOARD(TYPE"X" \ E :- 2X UNDER FRAMING _ \ jigF RIGID INSULATION y _ GWB®LOWER LEVEL FLOOR) -mill' 5/8"TYPE X GYPSUM WALL R-10 MIN. ^ 5/8"GYPSUM BOARD(TYPE'X" BOARD ",,,��///11//1, GWB®LOWER LEVEL FLOOR) CEILING FINISH GRAVEL I,,,,,,,,,,,,,�� CEILING FINISH REF.INTERIOR FINISH SCHEDULE CEILING FINISH ENGINEERED FILL/ •- . .. ,_. . ' - REF.INTERIOR FINISH SCHEDULE CEILING HEIGHT,REF.REFLECTED REF.INTERIOR FINISH EXISTING GRADE CEILING HEIGHT,REF.REFLECTED CEILING PLANS SCHEDULE CEILING PLANS CEILING HEIGHT,REF. INTERIOR INTERIOR REFLECTED CEILING PLANS NOTE: NOTE: REFER TO TCNA GUIDELINES REFER TO TCNA GUIDELINES INTOR ERI FOR TILE INSTALLATION FOR TILE INSTALLATION 1 PATIO PAVERS @ GRADE C p STONE TILE FLOOR MAIN LEVEL C C STONE TILE FLOOR UPPER LEVEL&LOWER LEVEL C �'f CONCRETE SLAB GARAGE&MECHANICAL F-1 1 SCALE 1 1/2"=1'-0' I o SCALE 1 1/2'=1'-0 r 0 SCALE 1 1/2'=1'-0" r L SCALE 1 1/2"=1'-0" 3/4"WOOD FLOORING, 3/4"WOOD FLOORING, REF.INTERIOR FINISH REF.INTERIOR FINISH SCHEDULE SCHEDULE 1/8"SOUND MAT&ADHESIVE 1/8"SOUND MAT&ADHESIVE PATIO INTERIOR INTERIOR (OMIT AT LOWER LEVEL) CRAWL SPACE STONE PAVERS GYPCRETE 1 1/2'MIN. GYPCRETE 1 3/4'MIN. CONCRETE SLAB- GROUT RADIANT HEAT SYSTEM CONCRRUCT. DUNCAN RESIDENCE 1/2"GROUT GAP RADIANT HEAT SYSTEM REF.MECHANICAL BETWEEN PAVERS REF,MECHANICAL RIGID INSULATION,R-10 MIN. ld EXPANSION JOINT T.O.FIN T.O.FIN ' T.O.FIN �,., :,•".w"'".""o"sE AROUND EACH STONE AmixkAm n.Ao,7.7.r''7`n7"� Ami►��ans��n:H�carN��c sT REF,PLAN VAPOR/RADON BARRIER 533 W HALLAM ST ASPEN,CO 81611 PAVER,JOINT CENTERE 6 T.O.SHTHG 0 � SHEATHING T.O,SHTHG O;(:' SHEATHING 'v �Qa� d`_�- • REF.PLAN.1L:."',:."..'.''' in�.-a ;: _- ON EACH PAVER GROUT REF.STRUCTURAL REF.PLAN REF.STRUCTURAL - •� �.. T �•T•/ i1111110.10 T T T.T•T' n.. a RADIANT TUBING �1filittill �❖.� SOUND BATT INSULATION A�,w '��.�'�,� SOUND BATT INSULATIONb, --.-- ,- -'-; PATIO SLAB OVER ►,� _ _ FLOOR FRAMING 1i A ..A i A i A. .• va • .' :,:`.°••� STRUCTURAL RAIN AL GRADE PER REF.STRUCTURAL FLOOR FRAMING _ _ _ 9°.••-°�• '"•„ STRUCTURAL REF.STRUCTURAL _ _ _ _ _ PROTECT NO: H —I I I—I IH I I—I I I—I GRAVEL 2170800 > __�� RIGID INSULATION // III III—III III II �►//rl R-10 MIN BLOW-IN SOUND ATTENUATION 5/8"GYPSUM BOARD RADON MITIGATION SYSTEM INSULATION (TYPE'X'GWB®LOWER LEVEL W� �N GRAVEL ,,,,,',,,,,',;,;,',',,,''�,r 2%UNDER FRAMING FLOOR) SHEET TITLE ENGINEERED FILL/ CEILING FINISH EXISTING GRADE 5/8'GYPSUM BOARD REF.INTERIOR FINISH SCHEDULE (TYPE'%'GWB 0 GARAGE) CEILING HEIGHT,REF.141 ASSEMBLIES-FLOOR INTERIOR REFLECTED CEILING PLANS CEILING FINISH J NTERIOR REF.INTERIOR FINISH SCHEDULE CEILING HEIGHT,REF. REFLECTED CEILING PLANS A F 11 PATIO PAVERS©EAST PATIO C WOOD FLOOR @ MAIN LEVEL C 7I WOOD FLOOR UPPER LEVEL&LOWER LEVEL C 1 CONCRETE SLAB CRAWLSPACE '�O r-1 O SCALE 1 1/2"=1'-0' r-7 SCALE 1 1/2'=1'-O" r-`F SCALE 1 1/2'=1'-O" r-1 SCALE 1 1/2"=1'-0" ai ©2021 axcx6cmxE wiovurveiN 11� c THE INFORMATION AND DEIGN INTENT PROPERTf Of BILL DOSS AND ASSOCIATES,ARE E1VED NO PART OF THIS INFORANTOX MAT BE USER W11H1f101EE11�TITNRRjTT PRIOR�WRITTEN BILL POSE AXDPASSOC AR$ARCXITECTURE AND 4p®IIfO rlIM 2 COPYRGHTE R RR AND RIMS, COPYRIGHT ASPEN BUILDING DEPARTMENT poss 1/2'GROUT JOINT ARCHITECTURE+PLANNING STONE PAVER RADIANT TUBING 90 MIL.FIRE RESISTANT EPDM ROOFING MEMBRANE(FIRESTONE LIGHTSET CONC AND RUBBERGARD ECOWHITE,PER N v GROUT. ESR-3026) . `� \�/ HYDROTECH DENSDECK PRIME MECHANICALLY a �� , \\,`\` / HYDRODRAIN FASTENED TO DECK(1/4'PER FT. 9 '- o SLOPE TO DRAIN) o SLOPED CONC 1 3 � • xx xXx�xx> - l - CONC. a TAPERED RIGID INSULATION T 0 0 PER STRUCT. E ' w - (1/2"MIN.THICKNESS AT DRAINS) _ = � _--_ — R-5 AVG. REINFORCED,HOT, E N.. FLUID-APPLIED SHEATHING,REF.STRUCTURAL \ .♦ RUBBERIZED ASPHALT T.O.CONC. OVER CONCRETE DECK PER STRUCT.- SPRAYFOAM INSULATION CONCRETE REF. 605 EAST MAIN STREET.ASPEX,COlO RADO 31611 STRUCTURAL R-44 MIN. IT)9)0/919 4755 M 970/920 Re50 .... ......•....•..... .. SPRAY FOAM ROOF JOISTS,REF.STRUCTURAL Consultant •• INSULATION :: DRAWINGS n > R-40 MIN. BLOWN-IN SOUND - 5/8'GYPSUM BOARD ATTENUATION INSULATION EILING FINISH, \ 2X UNDER FRAMING,REF REF.INTERIOR FINISH SCHEDULE •- - - - 3-" - STRUCTURAL '\ \\ 5/8'GYPSUM BOARD CLASS A ROOF ASSEMBLY CEILING FINISH, REF.INTERIOR FINISH SCHED. CEILING HEIGHT,REF. REFLECTED CEILING PLANS R-49 MIN. PAVERS OVER LIVING SPACE WEST LOW SLOPE ROOF R-49 MIN. R_6 SCALE 1 1/2"=1'-0" R-3 SCALE 1 1/2"=1'-0" 90 MIL.FIRE RESISTANT EPDM ROOFING MEMBRANE(FIRESTONE 12 Issue: RUBBERGARD ECOWHITE,PER ESR-3026) \�\,N12 14 02.24.2020 PERMIT COMMENTS ROUND 2 DENSDECK PRIME MECHANICALLY y-4 CEDAR SHINGLES FSR 83 03.16.2022 CHANGE ORDER#2 FASTENED TO DECK(1/4"PER FT. \� PRESSURE TREATED,CLASS B SLOPE TO DRAIN) TAPERED RIGID INSULATION ,q, (1/2"MIN.THICKNESS) \\ /4.6 GF .'I`,k\- H CEDAR BREATHER,CLASS A SHEATHING,REF.STRUCTURAL ` MINERAL SURFACED CAP P�F.,- SHEET,CLASS A T.O.CONC. — w� _ J. PER STRUCT. — == SELF ADHERED WATERPROOF �� MEMBRANE 5/8'SHEATHING, y�Y + SOFFITTOMATCH .: REF.STRUCTURAL HIST.HEIGHT V.I.F. ROOF JOISTS,REF.STRUCTURAL DRAWINGS.ELEVATION IS '' SPRAY FOAM INSULATION ESTABLISHED BY EXISTING SOFFIT R-49 MIN. HEIGHT ELEVATION. _ CEILING SOFFIT BOARDS TO 1 CLASS A ROOF ASSEMBLY 1 CLASS A ROOF ASSEMBLY 1 MATCH EXISTING. RAFTER,REF.STRUCTURAL - 5/8'GYPSUM BOARD,� CEILING FINISH,1 REF.INTERIOR FINISH SCHEDULE LOW SLOPE PORCH ROOF R-49 MIN. CEDAR SHINGLE ROOF 12:12 R-49 MIN. R-5 SCALE 1 1/2'=1'-0" R SCALE 1 1/2"=1'-0" STONE PAVER A RADIANT TUBING / GROUT CONCRETE SLAB PER STRUCTURAL. w HYDRODRAIN AL >� -1 I IH 11=111E1 11=1 I 1=1 11=1 I 1=11 I SOD - E;- ,1, HYDROTECH DUNCAN RESIDENCE ,11 111-III 111-111 111-111=111- Apr DRAINAGE HYDRODRAIN 990 11 111=11 111=11 111=111 _ Iil- `�R'SPSVPMESSI DRAINAGE MAT 11 11 11 111 11 111 1 DRAINAGE MAT- • o ® RIGID INSULATION HYDRODRAIN 990 _ SLOPED AT 1/4"PER 1' ,L T.O.CONC. 1\I _ _ W �iiL T.O.CO - —MIEN == PROTECTION COURSE 533 W HALLAM ST ASPEN,CO 81611 'F PER STRUCT.^' PER STRUCT. WATERPROOF SET INTO HOT RUBBER MEMBRANE- REINFORCED,HOT, MM6125 EV :' FLUID-APPLIED -:. , .,-,:.-,-,,,:.:-:.-„:-.,--.-,-.--::-,-:=,_,::,._,„,,, ,, \ RUBBERIZED ASPHALT CONCRETE,REF. STRUCTURAL OVER CONCRETE DECK N CONCRETE,REF. SPRAY FOAM STRUCTURAL PROJECT NO, INSULATION w • SPRAY FOAM 21708.00 .. '''' R-49 MIN. — INSULATION > R-40 MIN. 2X UNDER FRAMING, REF STRUCTURAL BLOWN-IN SOUND BLOWN-IN SOUND ING ATTENUATION 11111111ff r/ ATTENUATIONENATION /,/,/,��/,/,/,/,/,/,/,/�,/,�/,/,/,/,t, 2XS UNDER OFRAMING,REF N SHEET TITLE \ STRUCTURAL ASSEMBLIES-ROOF ...,..... - 5/8"GYPSUM BOARD CEILING FINISH, 5/8"GYPSUM BOARD REF.INTERIOR CEILING FINISH, FINISH SCHED. REF.INTERIOR FINISH CEILING HEIGHT, SCHED.REF.REFLECTED CEILING HEIGHT,REF. AVRR O5 CEILING PLANS REFLECTED CEILING R-49 MIN. PLANS SOD @ GREEN ROOF PAVERS OVER LIVING SPACE EAST R-49 MIN. R 4 SCALE 1 1/2"=1'-0" R SCALE 1 1/2"=1'-0" ©2021 axceucuEYio vlurvllTHE INALIAMATION AND DEIGN INTENT 11� c PROPERITOFBILLDOSSANDASSOCIATES,ate I' fD NO PART OF THIS INFOINAIMON MAY BE USED WARNNff1O1EEU��1,I11RjEE PPYRXIIOOpRR�WAlUM BILL DOSSDANDPASSOC ATES,ARCNITECTURE AND UIIfC,HFMA 2 COOP`RIICMN°TTERETO DRY AND DINERRESERVED RIMS, ASPEN BUILDING DEPARTMENT OVERLAP SELF ADHERED SELF ADHERED FLASHING poss FLASHING WITH AIR AND C OVER METAL FLASHING WEATHER BARRIER PREFINISHED METAL FLASHING ARCHITECTURE+PLANNING O O PAINT CONC TO MATCH WALL A SELF ADHERED FLASHING OVER �.,� OVER WATERPROOFING. IN METAL FLASHING - MATCH METAL PANEL 0 N 1 I -11 �� PREFINISHED METAL W-11 '.. CLADDING 1 1/4"1 r FLASHING UNDER DRAINAGE .,I OVERLAP FOUNDATION IZIP iiip MAT AND OVER INSULATED WATERPROOFING WITH AIR AND I F-2 sIM ';I SHEATHING PANEL. 1I. WATER BARRIER - PRESSURE TREATED PLATES _ SELF ADHERED FLASHING 1I� FF=B CONCRETE SLAB SLOPED •OP FINISH TO MATCH METAL T.O.FIN FLR MAIN LEVEL _ CLADDING • R-6 100'-3" 1/4"PER FOOT OOLASHCNGFINISHED METAL �. - I... T.O.CONC. .,',' F-7 /� �••• I- N� _ T 100'-6" - PATIO ELE.W DOORS R-1 . III T.O.F F®GARAGE ytr�w' y / 100'-1 1/2" °�� sIm ;,�4 Z. _ _ �� .T.O.FIN FLR @ MAIN LEVEL ' � 100'-2' ,Q:;`;; O<,-„�l J,T.O.SHTHG MAIN LEVEL L �� •100-3" PREFINISHED METAL -- - _ `"11 } 'F T.O.PAVERS©PATIO ,3s� Y 100, 0• " -- 1 '- z F_3 FLASHING W/DRIP EDGE Y 100'- 1 1/2" a C "� j 1'. _, T.0 SHTHG 6�MAIN LEVEL MATCH COLOR OF SIDING. o - �—� PRESSURE TREATED PLYWOOD - GRASS 6 ,,o a o - •"�. �� \� HOT FLUID APPLIED 11 '.`.`.' (6'MIN ABOVE GRADE) 1 '� h — �� WATERPROOFING UP TO 6" o T.O.FIN FLR @ UPPER LEVEL PRESSURE TREATED PLATE W/ ABOVE GRADE FINISH GRADE : +No 110'-7 1/2' - �� CAPILLARY BREAK(TYP.) 1, T.O.CONC.SLAB T.O.CONC.SLAB T.Q.SHTHG 0 UPPER LEVEL 605 EAST MAIN STREET,ASPEN,COLORADO BEBAL � te OVERLAP FOUNDATION 99'-53/4 99'-53/4 110'-41/2' (1I9)0/915 nss IFIST0/B00Re50 WATERPROOFING WITH AIR �.� . PRESSURE TREATED PLYWOOD I I 2"MIN.RIGID INSULATION(R-10) - AND WEATHER BARRIER 6'MIN.ABOVE GRADELVL BEAM,REF.STRUCTURAL hV .. ( ) a — ,,,..,,... 4 21/2' Consultant '� - HOT FLUID APPLIED WATER �-.�z PRESSURE TREATED PLATES W/ • - •� �< - T.O.CONC.SLAB ---- a ro 2X WOOD FASCIA TO MATCH .:� PROOFING TO EXTEND 6" ;. CAPILLARY BREAK(TYPJI ABOVE GRADE •; ' - a CONCRETE REF STRUCTURALN o,) SIDING CONCRETE REF STRUCTURAL { CAPILLARY BREAK(TYP.) EXPANSION JOINT - SPRAY FOAM INSULATION, :-- CONCRETE,REF.STRUCTURAL R-19 MIN. *III SPRAY FOAM INSULATION,R-15 .�.... SPRAY FOAM INSULATION �/ .•..;•;•;•'• •.I R39 MIN. ♦ STEEL,REF.STRUCTURAL --- 6 X 6 WOOD WRAPPED WOOD -� ' SPRAYFOAM INSULATION, 39 �"��`��"A' �TaM�d .'.'.`.''.'.•.' MIN - FOR `.".' .". INSULATION y� t R-39 MIN. INSULATION, y—� ., W 1 CONNECTION BEAM •�15�„ �,'.' 6ON R STEEL REF STRUCTURAL SPRAY FOAM SPRAY FOAM _ R-19 MIN. ..-. .. .. .., ... .... ... ... - _ slm COLUMN AND NOTE: NOTE: � NOTF• NOTE _ - PIII REF.WATERPROOFING REF.WATERPROOFING `J REF.WATERPROOFING 51/2' 3" REF.WATERPROOFING DRAWINGS FOR DRAWINGS FOR DRAWINGS FOR / DRAWINGS FOR WATERPROOFING DETAILS WATERPROOFING DETAILS WATERPROOFING DETAILS 3/4' WATERPROOFING DETAILS 10 FOUNDATION WALL 4 GARAGE SLAB-SOUTH 7 FOUNDATION 0 MUDROOM WEST WALL 6 FOUNDATION WALL @ STAIR HALL 3 COLUMN BELOW MASTER BATH A812 SCALE 1 1/2"=1'-0" A812 SCALE 1 1/2"=1'-0' A812 SCALE 1 1/2"=1'-0" A812 SCALE 1 1/2"=1'-0" PRESSURE TREATED PLATES SELF ADHERED FLASHING 10 GARAGE DOOR ` OVER METAL FLASHING SEALANT/EXPANSION JOINT W-11 ''= PREFINISHED METAL FLASHING Issue: UNDER DRAINAGE MAT ANDRESPONSE ` ji OVER FOUNDATION CONCRETE DRIVE UP FROM GARAGE ENTRY,REF.STRUCTURAL. LINE TO 14 02.24.2020 PERMIT COMMENTS ROUND2 I. INSMETAL FINISH TIN MATCH83 03.16.2022 CHANGE ORDERH2 `' METAL PANEL CLADDING A GROUT .;,;,` 0 OVERLAP SELF ADHERED — SLOPED CONC SUPPORT ON 01 FLASHING WITH AIR AND F-2 ,a - - TOP OF MICROPILE CAP.WITH'I WATER BARRIER T Sr_ LOPE RADIANT. EPRESSURE TREATED PLYOOD , i� (6'MIN.ABOVE GRADE) I� i�0.FIN FLR @ GARAGE F-7 B.O.WOOD SIDING _ 1A� • 100 3 12 ,. .a ®•�.��R.. Q�� ALLEY GRAVEL ELEVATION AT LOWEST — T.O.FIN FLR W MAIN LEVEL POINT. NO GRADING OF THE ALLEY IS PROPOSED ' 100'-3' 9 v .•'„-• `° S T 0.PLY®MAIN LEVEL a -� - - - - - - - ' 100-0' _ -'� K o_." T.O.CON .WALL FIFA, �,� 1. - T 0.CONCRETE - - — —- 3r- i 99-9 3/4'REF STRUCT. a 99'-4 3/4" .111 ,� c a PRESSURE TREATED PLATES _ CONCCRETE FOUNDATION yam',/',/ WALL REF.STRUCTURAL s r yyy SELF ADHERED TRANSITION ' �'� '� MEMBRANE OVER INSULATED ...! �1 1 6 ' I—I I SPRAY FOAM INSULATION SHEATHING PANEL 12'MIN. ' ' .�- I—I I I R-15 MIN I . - i AND FOUNDATION 'El III I I p a WATERPROOFING 6"MIN. a .•. i HOT FLUID APPLIED P I 1—I 1 I 4 �j WATERPROOFING TO EXTEND • SOCL RETENSION REF. —III—II .,a• .: TO TOP OF FOUNDATION WALL • III DRAWINGS sIm W 1 - NO-INFILTRATION PERVIOUS •• III III —I I(— NOTE 1 I 1 GRAVEL(FOR WATER QUALITY SIM I W 3 ✓ III III III REF.WATERPROOFING - III—I TREATMENT)WHERE ,•I I IIII ' I—I I I—III NOTE. DRAWINGS FOR INDICATED PER CIVIL II-III rI I I—III REF.WATERPROOFING WATERPROOFING DETAILS DRAWINGS. �`•�• ''h >- DRAWINGS FOR V ",III WATERPROOFING DETAILS 9 TYPICAL FOUNDATION WALL @ PANTRY-EAST 5 FOUNDATION WALL @ GARAGE DOOR A812 SCALESCALE 1 1/2"=1'-0" A812 SCALE 1 1/2"=1'-0' LOOR AND PAINT YP 0 WALL ( K / AND PAINT TO MATCH WALL. SELF ADHERED FLASHING OVER P X METAL FLASHING . .. F,._ /A/ /A t r ��"��"�� \ • IIi��.Oi�lE2IIJ IUIj PREFINISHED METAL FLASHING ��\��\ \��\ / EXPANSION JOINT I 1,111411 UNDER DRAINAGE MAT AND � RADON MITIGATION SYSTEM A ' OVER FOUNDATION INSULATION. - t= �� /� /� �� ' �� FINISH TO MATCH METAL W 3 � �� EXPANSION JOINT W 1 / �\ WRAP N 302 PER.MANUFACTURER'SI ® 1�! CLADDING SIM '11!�� T.O.CONC. \/ // / / HYDRODUCT 220 t— /��/��/ / �// /` RECOMMENDATIONS. DUNCAN RESIDENCE I A� ��T +'., 4 B.O.WOOD SIDING - 'y�� REFERENCE SOIL RETENSION F 1 P• �\ �\ RADON MITIGATION Lf 100 31/2' ' = \/ \�\/\ '•-•-il �` F-1 �IS/�•v v DRAWINGS �j j �/ �/ SYSTEM T.O.FIN.FLR®GARAGE , �� a a 0 100'-r �� /\/\ /� //\ 533 W HALLAM ST ASPEN,CO 81611 E� �� OVERLAP SELF ADHERED j V" .. - _{�j _ T.O.CONC.®CRAWL SPACE aT ,a' '.. - ;III WATER I BARRIER I AIR AND • ... ��/ / T.O.CONC. BASEMENT / j j GRANULAR a - - - ,L R DRAINAGE FILL . - = T.O.WALL99'-6 3/4' -- + _ - \\ \ Y 83,-5,� • �j/�j/�j�. gry IA / REF.CIVIL DRAWINGS =1 � � CONNECTION PER MFG& M! 4 PRESSURE TREATED PLATE W/ - - �� INSTRUCTIONS _ "' .r� w+: > ,L T.O.FOOTING - -� CAPILLARY BREAK(TYPJ G _ �� /�\ T.O.CONC.®BASEMENT rZ43 � \/ ,_ III ` PRESSURE TREATED PLYWOOD ---- -h/ - -, - j piz sod? ig :-I?- PROJECT NO: (6'MIN.ABOVE GRADE) _ / A / 82'-11" ij' _ _ _ � III— — SELF ADHERED TRANSITION - \\� �� i\�j� � \,"•_ .,'V�,333a��jj\ REPTCX CIVIL DRAWINGSABRIC, 21708.00 �i III—III MEMBRANE OVER INSULATED /\ '�\ \ \��\��\, ri'.i}�3'"��` .•��\/ WATERPROOFING I I—IIII SHEATHING PANEL 12'MIN. \ \ \ - \ HYDRODUCT COIL 600 °'i K_ `K? �� _ �� /�� :� 4"DIA.PERFORATED RIGID _ AND FOUNDATION �j �j /� �� d •- y DRAIN PIPE REF.CIVIL II II—II— WATERPROOFING 6"MIN. j • j� %j % -& ... . .,\\7\�j� DRAWINGS SHEET TITLE sIm® '= —I .C—. ICI ICI HOT FLUID APPLIED WATER EXPANSION JOINT / / -, / � y � STRUCT. FOOTING REF. /\\ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \/ CONCRETE FOOTING REF.. -1.-:7,--,,, DETAILS—EXTERIOR I d I T99�D��D�R TOP OF FOUNDATION WALL � � �� /\ v��A�� A�A�/�/ �� / STRUCTURAL NTE: ��/\/� /V/ / /��/ / NOTE:WATERPROOFING DRAWINGS FOR WATERPROOFING V�V/A/ A V/A� �� /A NET.EWATERPROOFING A�/\��V��V�� / A� \ �V�V�V�� DRAWINROOFNG DETAILS WATERPROOFING DETAILS DRAWINGS FOR n 1 8 FOUNDATION WALL @ GARAGE SLAB-EAST 4 CRAWLSPACE FOUNDATION FOOTING @ MICRO PILES WATERPROOFING DETAILS 1 FOUNDATION @ MECHANICAL CRAWL SPACE A8 y 2 A812 SCALE 1 1/2"=1'-0' A812 SCALE 1 1/2"=1'-0' A812 SCALE 1 1/2'=1'-0" ©L.,ARLcxREcTURE ANND ASSOCIATES. c THE 11.0AMATION AX0 DEIGN INTENT PROPERLY OF BILL TOSS AND ASSOCIATES,A�EYED NO PART OF THIS INFONANIIOX WV BE USED W,INNNffj01E11�1I1NEERj PRIOR R�MUM BILL POSE AXD ICARS,ARCNITECTURE ANIZIIfC,HF6M2 COOE+`RRIICLN°TTERETO DRYANo OTHER RESERVED RIM ASPEN BUILDING DEPARTMENT Skihaus Duncan LLC 0 8 533 W . Hallam St . cc:,,,E).(E; N N a1 0 15-8 (n s -)• 0 `xa0 in N 33� co N O -0ct, :Sheet Index ., 5v,,€ �a ' 6SGM 1-Cover Cover Sheet g 2, v oft s 44 ire Tent ol'hby Ln o,'Oy \Cemetery ' V __ - ` !,� r;�u�tetL G1 General Notes 3 - G2 Legend and Abbreviations z • 4 Q. `t 1 18 West Sixth Street, Suite 200 V1 City of Aspen Compliant Survey • ~'` Glenwood Springs, CO 81 601 Cl Demolition Plan 0 970.945. 1004 www.s m-inc.comJ WNaR . t, , \ /" g C2 Site Plan u� 76. ..._1:..;4f...11is,t. v, hhSr � r1a Lam+ N C3 Utilit Plan E Go _ r 2 r .� Za:s0C::::\ `t ��0y pep. C4 Gradin & Drains a Plan m�' A' 2 Nw Z '.�� ___ " Project Engineer g g _ a( °� /12. o ,f„ •t wB�eeke S`t i t► `^ onq � Parkr C5 Erosion Control Plan j Rick Barth P.E. 36749 c > Fa..* PROJECT SITE 3. ` °°� M n o tv a ,, �, C6 Foundation Drainage Plan U n �' ^ ' HPPki Rio Grande Park. r" 9 Design Engineer C `n 11 ��o. , ` -4„.„' nsAve Aspen `P g g C7 Detail (1) = (( a., ti 5� .�i .Yma Ave E'Hai 0 —.. z ns` Jordan A. Kehoe P.E. C8 Detail (2) I ,st 5c•A. Co c ^E No Pkr s y*S , - oP,nAvec o E,_. n Ave . o r Ave a° Project Address „S f°ura a , nt Ave c ci. r.T. . 3 / 1 Duncan Skihaus N N,N N N N Vicinity Map 533 W. Hallam St. mmaa�oe,v, p N 0, , O Y :�0 0 0 0 0 0 0 Not to Scale Aspen, CO 81611 W m> h 2 J p v x v C '�k v o U R w W W �, N e aW 0 2 c 0 0 ,. o,-h u4i`,1`m u x o Scope of Work h M e h m .m,- d .001 Development of 533 W.Hallam St.shall include grading,drainage,utilities&general civil Drewo. 2oia-292JAK p 9 9� 9 Drawn bY: JAK work.Change order#2 includes updates to the West patio layout and grades immediately Date: 03.17.22 QC: RB I PE: RB c around the house.Contractor poured the top of the foundation 0.3'higher than designed and File: Den-Cover grading was adjusted to match. 0 Title: Change Order #2 8111 Knowwhat's below. CoverSheet k March 2022 iv,-,.- Call before you dig. Dw9No. 1-COVER 4 CNCC 1 —800-922-1987 a 2 05/17/7022 i 1 EXISTING l/D/ITY NOTES GENERAL ROAD NOTES. GENERAL WATFR NOTES: 1. UAL/AES ARE DEPICTED ON THESE PLANS IN ACCORDANCE WITH THEIR ACHIEVED "QUALITY LEVELS'AS DEFINED 1. ARCHITECTURAL 100.-00"=CIVIL 7915.75' 1. THE CONTRACTOR SHALL NODFY THE CITY OF ASPEN WATER DEPARTMENT AT LEAST 48 HOURS PR/OR TO THE START OF CONSTRUCTON. IN THE AMER/CAN SOCIETY OF CIVIL ENGINEERS DOCUMENT ASCE 38, 'STANDARD GUIDELINE FOR THE 2. LIMITS OF CONSTRUCTION SHALL BE 5'BEYOND GRADING LIMITS, BASE OF FILL SLOPES OR TOP OF CUT SLOPES,AND 15' COLLEC770N AND DEPICTION OF EX/SANG SUBSURFACE UTILITY DATA.' RELIANCE UPON THESE DATA FOR RISK EITHER SIDE OF THE CENTERLINE OF U77L/TY/NSTALLATIONS.PRO✓ECT LIMITS SHALL ADDITIONALLY INCLUDE ANY DESIGNATED 2. ALL PIPE AND FITTINGS SHALL HAVE STRAPS OR No. 4 SOLID COPPER WIRE WELDED ACROSS JOINTS TO ENSURE CONDUCTINTY. ALL MANAGEMENT PURPOSES DURING BIDDING DOES NOT RELIEVE THE CONTRACTOR OR UALITY OWNER FROM BORROW AREAS, EXCAVATION DISPOSAL AREAS OR MATERIAL OR TOPSOIL STOCKPILE AREAS RESPECT ALL TREE/YEGETA T/ON WELDS SHALL BE PROTECTED WITH TAR. FOLLOWING ALL APPLICABLE U77L/TY DAMAGE PREVENAON STATUTES, POLICIES AND/OR PROCEDURES DURING PRESERVATION ZONES EXCAVATON. lT IS IMPORTANT THAT THE CONTRACTOR INVESTIGATES AND UNDERSTANDS THE SCOPE OF WORK 3. GATE VALVES SHALL BE CLASS 250 MUELLER OR PRE-APPROVED EQUIVALENT, RESILIENT SEAT, EPDXY COATED, MECHANICAL JOINT OR BETWEEN THE PROJECT OWNER AND THEIR ENGINEER REGARDING THE SCOPE AND LIMITS OF THE UTILITY 3. TRAFFIC CONTROL REQUIREMENTS FLANGED,AS REQUIRED, NON-RISING VALVE STEM,AND SHALL OPEN BY TURNING TO 7HE LEFT, COUNTER-CLOCKWISE GATE VALVES SHALL INVES77GA77ONS LEADING TO THESE U77LITY DEPICTIONS 3.1. PROVIDE SAFETY CONES, FLAG PERSONS, V ERT/CAL PANELS WITH BEACONS, SIGNAGE AND BARRICADES AS NECESSARY TO CONFORM TO AWWA SPEC/F/CA77ONS C-509. PROTECT PUBLIC AND WORK SITE 2. U77L/TY DUALITY LEVELS ARE GENERALLY DEFINED AS FOLLOWS. REFER TO ASCE 38 FOR FURTHER DEFINITION: 3.2. PROVIDE SIGNAGE AS REQUIRED BY OWNER AND LOCAL GOVERNMENT WITH JURISDICTION OVER ADJACENT ROADS. 4. 7HE CONTRACTOR SHALL ENSURE PIPES ARE FREE OF GRAVEL AND DEBRIS PRIOR TO BEING INSTALLED IN THE TRENCH. IF THE PIPE IS 2.A. QUALITY LEVEL D(OLD) -INDICATES INFORMATION DERIVED FROM EXISTING RECORDS U71L/TY RECORD DIRTY, HAS GRAVEL OR DEBRIS INS/DE, OR HAS SAT UNUSED FOR A LONG PERIOD OF TIME, THE PIPE WILL REQUIRE CLEANING PRIOR TO DRAWINGS ONE-CALL MARKOUTS,AND ORAL RECOLLECAONS 4. THE CONTRACTOR SHALL CERTIFY THAT ALL AGGREGATES USED ON THIS PROJECT ARE FREE FROM HAZARDOUS COMPONENTS INSTALLATION. 2.B. QUALITY LEVEL C(OLC) -INDICATES/NFORMA7/ON OBTAINED BY SURVEYING AND PL0771NG VISIBLEIN EXCESS OF THE THRESHOLD CONCENTRARONS ESTABLISHED BY THE EPA ABOVE-GROUND UAL/TY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELA77NG SUCH 5 THE PIPE SHALL BE BEDDED FOR THE FULL LENGTH OF THE PIPELINE THE BEDDING MATERIAL SHALL BE 3/4 INCH SCREENED ROCK INFORMATON TO QL D INFORMATION. 5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH APPLICABLE SECTIONS OF THE SITE SUBSOIL STUDY(H-P KUMAR HAULED IN FOR BEDDING AND NOT NAAVE EXCAVATED MATERIAL. THE BEDDING SHALL EXTEND FROM 6 INCHES BELOW THE PIPE TO 12 SC. QUALITY LEVEL B(OLB) -INDICATES INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE JUNE 19, 2018). CONTRACTOR TO NOTE REQUIREMENTS FOR EXCAVATON, BACKFILL AND SUPPORT MATERIALS INCHES OVER THE TOP OF THE PIPE. BEDDING WILL EXTEND THE FULL WIDTH OF THE EXCAVATON SURFACE RGEOPHYSICALLIMETHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POS/T/ON SUBSURFACE UAL/TIES 6. SLOPE CONCRETE AND SOILS AWAY FROM BUILDING AS SHOWN ON PLANS 6. BACKFILL MATERIAL FROM 12 INCHES ABOVE THE TOP OF THE PIPE TO THE TOP OF THE TRENCH SHALL BE CLASS 6 BASE COURSE MATERIAL IN ALL STREET RIGHT-OF-WAYS. SD. QUALITY LEVEL A (QLA)- INDICATES THE PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES E 7 SOURCE OF MAPPING:EXISTING FIELD CONDITIONS WERE GENERATED BY A SURVEY PERFORMED BY SGM, GLENWOOD SPRINGS, CO COMPLETED ON JUNE 15, 2018. Z A CHLORINATION/BACTERIOLOGICAL, HYDROSTATIC/LEAKAGE AND CONDUC7A4TY TEST WILL BE REQU/RED ON ALL NEW LINES AND SYSTEMS O OBTAINED BY THE ACTUAL EXPOSURE(OR lER/F/CATON OF PREVIOUSLY EXPOSED AND SURVEYED UT/LIT/ES) AND SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILIAES USUALLY AT A SPECIFIC POINT. (EG.A TEST BEFORE ACCEPTANCE BY THE WATER DEPARTMENT. THESE TESTS SHALL BE PERFORMED AS PER APPLICABLE ANSI/AWWA STANDARD C651. O 0 C HOLE OR TEST PIT) 8. THROUGHOUT ALL PHASES OF CONSTRUCTION, UNTIL 7HE FINAL ACCEPTANCE OF THE PROJECT, 7HE CONTRACTOR SHALL KEEP X CA THE WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS THE CONTRACTOR SHALL ALSO ABATE DUST NUISANCE AS 10. WATER SERVICES 2"AND SMALLER IN SIZE SHALL BE INSTALLED WITH A CORP STOP ON MAIN WATER LINE TYPE K COPPER OF SIMILAR `C E 3. QUALITY LEVEL B IN COMPLIANCE WITH SB18-167 AND ASCE 38 WAS NOT ACHIEVED ON ALL UTILIRES DUE TO NECESSARY BY CLEANING, SWEEPING AND SPRINKLING WITH WATER OR OTHER MEANS AS NECESSARY. THE CONTRACTOR SHALL SIZE TO A NEW CURB STOP. IN ALL CASES FIELD VERIFY LINE SIZE AND TYPE NEW WATER SERVICE INSTALLATIONS ARE TO AVOID PROJECT TIMELINE THE I/T/I ITY INVESTIGATION WAS PERFORMED USING THE STANDARD OF CARE WHICH WAS HAVE TWENTY-FOUR(24)HOURS AFTER THE DEPOSIT OF ANY EARTH, GRAVEL OR OTHER EXCAVATED MATERIAL TO REMOVE ADD/77ONAL FITTINGS WHEN CONNECTING TO EXIST/NG WATER SERVICE AS BEST AS POSSIBLE. THE NEW CURB STOP WILL BE PLACED AT Vt 03 0 ACCEPTABLE PRIOR TO ADOPTION OF SB18-167 ON AUGUST 8.2018. THE LAW DID NOT INCLUDE A PHASE-IN SUCH DEPOSIT IT/S ANTICIPATED DUST CONTROL WILL BE REQUIRED ON THIS PROJECT. 7HE EX/STING CURB STOP LOCATION UNLESS PROHIBITED BY THE PROPERTY OWNER, IN WHICH CASE A NEW CURB STOP WILL BE PLACED (09 ,O 3 OR TRANS/T/ON PER/OD WHICH DEFINED HOW TO ADDRESS PROJECTS WHICH HAD BEEN DEVELOPED USING THE AT THE PROPERTY BOUNDARY.PREVIOUS STANDARD OF CARE. THIS PROJECT CONTRACT WAS EXECUTED ON MAY 23. 2018.AND DID NOT SHA//OW l/TII ITY NOTES N U; A/VT/C/PATE THE NEED TO EXPAND THE SCOPE OF THE UTILITY INYFSTIGARON NFAR THE COMPI F770N OF 7HE 11. WATER LINES WILL HAVE A COVER DEPTH OF 7 TO 10 FEET AS DEPICTED ON PLANS WITH ADJUSTMENTS TO BE MADE FOR FIELD CONTRACT. ADD/T/ONAL SUBSURFACE UTILITY ENGINEERING MAY BE WARRANTED PRIOR TO ADVERTISING THE 1. EXISTING UTILITY LOCATONS ARE OF SURVEYED FIELD LOCATIONS CONTRACTOR SHALL HELD VERIFY ALL EXISTING CONDITIONS OF RE-IN TO EX/STING SYSTEM. VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES SHALL BE 18"INCHES, WATER N C PROJECT FOR BID. (ins•-n- UTIL/TIES PR/OR 70 ANY CONSTRUCTION. ABOVE SEWER. IF THIS CANNOT BE ACCOMPLISHED, THE WATER/SEWER LINES SHALL BE TREATED AS PER COA DETAIL 'WATER/SEWER jI a0 4. ALL WATER UALIDES DEPICTED ON THE PLANS ARE SHOWN AT QUALITY LEVEL C/OLCI CROSSING'SHOWN ON THE STANDARD DETAILS FOR WATER OR AS DIRECTED BY THE CITY OF ASPEN WATER DEPARTMENT N N 0 2. ALL WORK TO BE DONE IN STRICT COMPLIANCE WITH RESPECDVE UAL/TY COMPANY REQUIREMENTS. AL/7/ES DEPICTED ON THE PLANS ARE SHOWN AT QUALITY LEVEL C QLC 12. WATER LINES TO HAVE BLUE ID TAPE INSTALLED 2'ABOVE PIPE PER 2014 WATER STANDARDS. 0 LO 5. ALL SEWER U ( ) 3. SHALLOW UAL/TIES SHOWN ON THE PLANS ARE SHOWN AS DESIGN LOCA DONS HELD COND/AONS MAY REQUIRE MINOR 0 H UALITY A✓USTMENTS. 6. GAS AND ELECTRIC DEPICTED ON THE PLANS/5 SHOWN AT QUALITY LEVEL D. (OLD) GENERAL SEWER NOTES Ca c d 4. PROVIDE CONDUIT SIZE AND TYPE PER LOCAL UTILITY PROVIDER. 7. TELECOMMUNICATIONS(CABLE/FIBER PHONE)LINES DEPICTED ON THE PLANS ARE SHOWN AT DUALITY I FVFL C 1. ALL SANITARY SEWER UTILITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CURRENT ASPEN CONSOLIDATED SAN/TAAON DISTRICT (07_3 (0/C) 5. PROVIDE CONDUIT STUB A MINIMUM OF 6"ABOVE FINAL GRADE AT LOCATONS DESIGNATED FOR PEDESTAL STANDARDS AND SPEC/FTCATONS. /NSTALLAAON AND CAP. 2. SANITARY SEWER PIPE SHALL BE PVC SDI?26 PIPE. B. OTHER UAL/AES MAY BE PRESENT WHICH WERE NOT IDENAFTEO THROUGH THE SUBSURFACE UTILITY INVESAGAAON PROCESS AND ARE NOT IDENAFIED ON THE PLAN SET. CONTRACTOR/S RESPONSIBLE FOR 6. DUCT TAPE EACH UALITY CONDUIT GROUPING(LE TELEPHONE CABLE ELEC.)TOGETHER ABOVE GRADE AND LABEL. LOCATING ALL UTIL/AES PR/OR TO CONSTRUCTION AND FOR FULFILLING 811 REQUIREMENTS 3. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARA DON BETWEEN WATER AND SANITARY SEWER MAINS AND SERVICES(MEASURED OUTSIDE 7. PROVIDE PULL STRING IN EACH CONDUIT. OF PIPE TO OUTSIDE OF PIPE). MAINTAIN A MINIMUM OF 2 FEET VERTCAL SEPARAAON BETWEEN SANITARY SEWER AND WATER/STORM SEWER O 11C�� CROSSINGS(MEASURED OUTSIDE OF PIPE TO OUTSIDE OF PIPE). j�° `.•=,6..:`• U:t % 8. GAS UTILITY WILL INSTALL GAS PIPING. Lf�7 •�.,:/ 4. INSULATION(4"THICK) TO BE INSTALLED WHEREVER SEPARAAON DISTANCE BETWEEN STORM SEWER AND SANITARY SEWER IS LESS THAN J 9. GAS-OWNER PROVIDED TRENCH REQUIREMENTS-BLACK HILLS ENERGY: 2 FEET. INSULATON SHALL BE INSTALLED PER ACSD-10 STANDARDS GAS LINE SHALL BE LOCATED SO THAT GAS SERVICES ARE A MIN/MUM OF 3 FEET FROM ALL ELECTRICAL LINES `� ••� , 5. SANITARY SEWER SERVICES SHALL BE INSTALLED AT A MIN/MUM SLOPE OF 1%. ,„,_, 10. GAS-BEDDING MATERIAL SHALL BE ROCK FREE BEDDING MATERIAL SHALL NOT CONSIST OF ANY FRACTURED ROCK TYPE MATERIAL.ALL BEDDING MATERIAL TO BE PRE-APPROVED BY BLACK HILLS ENERGY REPRESENTATVE. 6. CONTRACTOR TO VERIFY THE GRADE OF ALL EX/SANG SEWER LINES BEFORE INSTALLING ANY PIPE TO VERIFY INVERT ELEVAAONS. CONTACT ENGINEER WITH ANY DIFFERENCES IN ELEVAAONS SO THAT GRADES CAN BE ADJUSTED. 11. GAS- WHEN ROCKY COND/DONS ARE ENCOUNTERED THE TRENCH BOTTOM SHALL BE CLEAN AND THE GAS SERVICE BEDDED A MINIMUM OF 6"BELOW AND 12'ABOVE WITH PRE-APPROVED BEDDING MATERIAL. 7 CONTRACTOR SHALL POTHOLE ALL MISCELLANEOUS UAL/AES THAT WILL CROSS OR PARALLEL THE LINE PRIOR TO INSTALLING NEW LINE IF GRADE CONFLICTS OCCUR, CONTACT ENGINEER SO THAT GRADES CAN BE ADJUSTED. 12. GAS-PIPELINE TO BE BEDDED AND BACK-FILLED THE SAME DAY AS INSTALLED. 8. SEWER SERVICE TO HAVE 4"MINIMUM OF 3/4"SCREENED ROCK AS BEDDING MATERIAL. THE SAME MATERIAL SHOULD BE BROUGHT UP TO 13. GAS-PRIOR TO TRENCHING,A PRE-CONSTRUCTON MEETING WILL BE HELD WITH BLACK HILLS ENERGY 6"ABOVE THE TOP OF THE PIPE. REPRESENTATIVE AND EXCAVATION SUPERVISOR AND/OR SUB-CONTRACTOR SUPERVISOR. 14. ALL SITE CLEANUP AND LANDSCAPING TO BE COMPLETE BY CONTRACTOR/DEVELOPER J 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER TO DISPOSE OF EXCESS MATERIALS OR SPOILS. J _• 16. CABLE- CONTRACTOR TO INSTALL CONDUIT,.BED CONDUIT WITH 3/4"MINUS MATERIAL, 4"BELOW TO 4"ABOVE (A ) CONDUIT; STUB CONDUIT ABOVE GROUND AT PEDESTAL LOCATIONS; PULL CORD TO BE FURNISHED AND INSTALLED CC BY CONTRACTOR. C CO CO 17. TELE-CENTURYLINK REQUESTS CONTRACTOR TO SUPPLY 4"SCHEDULE 40 PVC CONDUIT. CONTRACTOR TO RUN NEW CONDUIT FROM EX PEDESTAL TO BUILDING. •� (>3 18. TELE-CENTURYLINK REQUESTS INSTALLATON OF SWEEPS TO HAVE A MINIMUM 9 FOOT RADIUS c/) (3 0') U GENERAL UALITY NOTES. D 1. THE APPROXIMATE LOCATION OF ALL KNOWN UTIL/AES(WATER, SEWER, GAS, PHONE, ELECTRIC, CABLE, ETC)ARE SHOWN ON 0 THE DRAWINGS THE CONTRACTOR SHALL CONTACT ALL UTILITY OWNERS TO VERIFY BOTH LOCATON AND DEPTH OF UAL/AES BEFORE ANY WORK BEGINS. CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR THE PROTECT/ON OF UALIT/ES DURING CONS7RUCTON. NO ADD/AONAL PAYMENT WILL BE MADE FOR UT/L/AES LOCATED BUT NOT SHOWN IN DRAWINGS. 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR RESTORING ANY DISTURBED AREAS. 3. FOLLOW ALL CDPHE(COLORADO DEPARTMENT OF PUBLIC HEALTH&ENVIRONMENT)REGULATIONS FOR WATER AND SEWER LINE CROSSINGS&COA SEPARAT/ON REQUIREMENTS. 4. REPLACE ALL DISTURBED ASPHALT WITH 4"COOT S MIX ASPHALT(2"BASE LIFT+2"TOP LIFT)ON 6"LIFT OF COMPACTED CLASS 6 ROAD BASE OVER NON-EXPANSIVE SUB-BASE MATERIAL.ALL ASPHALT WORK SHALL BE PERFORMED WITH A LAYDOWN r i z'Q k k Q Q Q MACHINE > UTILITY CONTACT INFORMATION. a a o B -No `?:N 0 0 0 0 0 0 0 Y ELECTRICAL UTILITY CONTACT: CITY OF ASPEN ELECTRIC19 RON CHRISTIAN(970) 920-5148 mRON.CHRISHANOCITYOFASPEN.COM C '• u• ° u CABLE TV UTILITY CONTACT.' COMCAST CABLE h S MICHAEL JOHNSON (970) 930-4713 9 y MICHAEL-JOHNSON®GABLE.COMCAST..COM o Z PHONE UHL/TY CONTACT.' CENTURYLINK/LUMEN c E,'3 9 i' M ✓ASON SHARPE(970) 328-8290 9 4 1 -1'' 9° ✓ASON.SHARPEOCENTURYLINK.COM B' _4 a k o c?a°w 15 oao � m WATER UTILITY CONTACT' CITY OF ASPEN WATER DEPARTMENT 2,3 e e L o e o o 0 o ANDY ROSSELLO (970) 429-1999 `"o - o ANDY.ROSSELLOOCITYOFASPEN.COM 9 """`_ 9 o o 2 4 W°$4 R U U 1j o' SEWER UTILITY CONTACT. ASPEN CONSOLIDATED SANITATION DISTRICT r"N"''"''° C°'' d h HAM THARP (970) 925-3601 Job No. 2018-292.001 HTHARPOASPENSAN.COM Drawn by: Jac h Date: 03.17.22 RB I PE: RB u GAS UTILITY CONTACT. BLACK HILLS ENERGY QC: File: Dun-Cover S JASON COX(970) 456-3117 JASON.COXOBLACKHILLSCORP.COM 0 x SGM CONTACT INFORMATION: Title: h RICK BARTH, PE PROJECT MANAGER PHONE: (970) 384-9088 General Notes o EMAIL: RickBOsgm-inc.com m N Dwg No. m G 1 ECEIVED N Of: 12 n /1740022 ASPEN BUILDING DEPARTMENT Abbreviations Legend Linetypes Symbols ® AT FHWA FEDERAL HIGHWAY ADMINISTRATION PERM PERMANENT EXISTING PROPOSED DESCRIPTION EX/STING PROPOSED DESCRIPTION DEGREE FL FLOWL/NE PG PAGE O DIAMETER FOW FACE OF WALL PGL PROFILE GRADE LINE —C---OH--- —T—OH— OVERHEAD TELEPHONE LINE O O DECIDUOUS TREE Jr NUMBER FPS FEET PER SECOND P/ POINT OF INTERSEC7/ON MC ALUMINUM ARCH CULVERT FRTF FRONT FACE IL PROPERTY LINE —--T----- —T—T— UNDERGROUND TELEPHONE LINE CONIFEROUS TREE AASHTO AMERICAN ASSOCIATION OF STATE FT FEET PM PROJECT MANAGER HIGHWAY AND 7R4NSPORTA17ON G GAS PNT POINT 0—C —0—0— LOW PRESSURE GAS LINE e MONUMENT MARKER OFFICIALS GAL GALLONS POC POINT ON CURVE ABC AGGREGATE BASE COURSE GALV GALVANIZED POT POINT ON TANGENT —c---HP-- —O—HP— HIGH PRESSURE GAS LINE A CONTROL POINT ABUT ABUTMENT GB GRADE BREAK ACM ASBESTOS CONTAINING MATERIAL GIS GEOGRAPHICAL INFORMATION SYSTEM PRC POINT OF REVERSE CURVE COW— —TV—TV— UNDERGROUND CABLE TELEVISION LINE �T TELEPHONE PEDESTAL E ACP ASBESTOS CEMENT PIPE GPM GALLONS PER MINUTE PROP PROPOSED ADA AMERICANS W/DISABILITIES ACT CPS GLOBAL Po5/T/ONING SYSTEM PRV PRESSURE REDUCING VALVE OH --OH-- —1V—OH— OVERHEAD CABLE TELEVISION LINE © © CABLE PEDESTAL 0 u ADT AVERAGE DAILY TRIPS GR GRAVEL PSF POUNDS PER SQUARE FEET C ALT ALTERNATE GRAY GRAVEL PSI POUNDS PER SQUARE INCH ---E E —E—E— UNDERGROUND ELECTRICAL LINE E ® ELECTRIC TRANSFORMER X .p' AP ANGLE POINT GS GAS SERVICE PT POINT OF TANGENCY -.- APWA AMERICAN PUBLIC WORKS ASSOC/A DON GSP GALVANIZED STEEL PIPE PUD PLANNED UNIT DEVELOPMENT —e---OH--- —E—OH— OVERHEAD ELECTRICAL LINE El ® ELECTRIC PEDESTAL B OD 01 AS ASPHALT GV GATE VALVE N B HAZMAT HAZARDOUS MATERIALS PVC POLYVINYL CHLORIDE 0 ,Q ASP ALLOWABLESPHATSTRESS DESIGN PV/ POINT OF VER77CAL IN7ERSEC770N 12"De —12•DR— STORM DRAIN LINE&SIZE E ® ELECTRIC VAULT ` ASPH ASPHALT HC HANDICAP RAMP N U AM ASPHALT TREATED BASE HCL HORIZONTAL CONTROL LINE PVMT PAVEMENT — ` HOPE HIGH DENSITY POLYETHYLENE PVT POINT OF VERTICAL TANGENCY --8 `--8•H` e^N WATER LINE&SIZE dIV dp' ELECTRIC SERVICE T-POST BBL BARRELS V7 m BCKF BACK FACING HMA HOT MIXED ASPHALT 0 PEAK DISCHARGE —_ c BLKF BLOCK FACING HORIZ HORIZONTAL QA/QC QUALITY ASSURANCE/QUALITY CONTROL -Ws---ws- ws WATER SERVICE LINE N IN ELECTRIC METER X•-8 BLM BUREAU OF LAND MANAGEMENT HOV HIGH OCCUPANCY VEHICLE 07Y QUANTITY --a"s---s"s- 8"S SANITARY SEWER LINE&SIZE [i HEATING/AIR CONDITIONING UNIT L N 0 BM BENCHMARK HP HIGH POINT R RIGHT BMP BEST MANAGEMENT PRACTICES HPG HIGH PRESSURE GAS R-R REMOVE AND REPLACE --s---s S—S— SANT/ARY SEWER LINE GO G GAS MARKER j-aLaBOS BOTTOM OF STAIR HWL HIGH WATER LINE BOW BACK OF SIDEWALK HWY HIGHWAY RAD RADIUS (OHYD HYDRANT RCP REINFORCED CONCRETE PIPE --FO---[O- F.O. FIBER OPTIC LINE GAS METER BP BEGIN PROJECT, BEGINNING POINT ® IN c O BT BEGIN TRANSITION ID INSIDE DIAMETER REF REFERENCE — INTX INTERSECTION REO REQUIRED --IRR---IRR- IRR IRRIGATION LINE NV _ N GAS VALVE r. BVCE BEGINNING VERTICAL CURVE N r-0 p• ELEVATION /NV INVERT REVEG REVEGETATE --- > > —---—>--> DRAINAGE SWALE FLOWLINE \a^ GAS WELL BVCS BEGINNING VERTICAL CURVE STA770N IP INLET PROTECTION RFTA ROARING FORK TRANSIT AUTHORITY © tG BW BOTTOM OF WALL dB JUNCTION BOX ROW RIGHT OF WAY ---.-------x---.- —z—•—R—z— C CURB KIP THOUSAND POUNDS RP RADIUS POINT PICKET FENCE LINE WATER/ELEC C PER PLAN REFERENCE CBC CONCRETE BOX CULVERT KW KILOWATT RSS REINFORCED SOIL SLOPE +r-vr-yr--s —u--;/--,•i--,•� COMBINATION FENCE ��®® O WATER/ELEC PER PLAN REFERENCE __ CC CURB CUT L LEFT " RW RETAINING WALL .... COOT COLORADO DEPARTMENT OF LG7H LENGTH CURB INLET ,t..sac';- TRANSPORTATION LBS POUNDS SAC STEEL ARCH CULVERT -a--o--o--o- - - - - CHAIN LINK FENCE "' ,,, v U:t CDPHE COLORADO DEPARTMENT OF PUBLIC LB/FT POUNDS PER FOOT SAN SANITARY STORM DRAIN INLET -t, HEALTH AND ENVIRONMENT GEED LEADERSHIP IN ENERGY AND SB SOUTH BOUND —PF—PF— PLASTIC FENCE M CO �;� T CF CUBIC FEET ENVIRONMENTAL DESIGN SCF SEDIMENT CONTROL FENCE —SF—SF— SILT FENCE ,�. W CLEAN-OUT ' ., CFS CUBIC FEET PER SECOND LF LINEAR FOOT SD STORM DRAIN ;, •••' CG CURB AND GUTTER LOMR LETTER OF MAP REVISION SDR STANDARD DIMENSION RA770 = re-000 _ 24 CA, WATER VALVE CIP CAST IN PLACE LPFM LOW PRESSURE FORCE MAIN SE SOUTHEAST CULVERT, SIZE&FES DQ N CL CENTERLINE LP LOW POINT SECT SECTION FIRE HYDRANT CLOMR CONDIT/ONAC LETTER OF MAP REVISION LS LUMP SUMEDGE OF PAVEMENT , CMP CORRUGATED METAL PIPESF SHOARE FEET _- -_ 'if WATER SHUT-OFF VALVE CMU CONCRETE MASONRY UNIT LSA LANDSCAPE ARCHITECT SHUN SHOULDER EDGE OF WATER CO CLEAN OUT LT LIGHT POLE S SHEETWATER METER LTB LIME TREATED BASE SL Y SANITARY SEWER LINE - CENTERLINE IN N COA CITY OF ASPEN LUM LUMINARY SMH SANITARY SEWER MANHOLE WATER SPIGOT COM COMMUN/CA77ONS GUARDRAIL p•M METERS SOD SOD GRASSED AREA 11 L1 U U CONC CONCRETE WELL CONST CONSTRUCTION MAT'L MATERIAL SS SANITARY SEWER SERVICE ROCK WALL 90 CUNT CONTINUOUS MAX MAXIMUM SSD STOPPING SIGHT DISTANCE RR pi IRRIGATION VALVE 0 COR CORNER MEP MECHANICAL, ELECTRICAL,AND PLUMBING STA STATION CONTOURS DQ N CPE CORRUGATED POLYETHYLENE PIPE MTV MANHOLE STBK SE7BACK N IRRIGATION CONTROL VALVE —I _ CRB CONCRETE RE4C770N BLOCK MHT METHOD OF HANDLING TRAFFIC STRUC STRUCTURAL -- ----- RIGHT-OF-WAY CSP CORRUGATED STEEL PIPE MIN MINIMUM SW SIDEWALK C7B CEMENT TREATED BASE MISC MISCELLANEOUS SY SQUARE YARDS �YYY-Y\ ( YYYI VEG ETATION El IRRIGATION CONTROL BOX (n �C CU CUBIC ML MEGALUG SYM SYMMETRICAL - -- IRRIGATION HEADGATE C CY CUBIC YARD D DEEP MLW MASONRY LANDSCAPE WALL T TREAD STAIRS --D/�LD�I-DA- LIMITS OF DISTURBED AREA CO CO DB DECIBELS MP MILE POST TAN TANGENT 0 0 /RR/GAT/ON MANHOLE = DEG DEGREES MPH MILES PER HOUR TBC TOP BACK OF CURB I- I I II RAILROAD TRACKS DHV DESIGN HOUR VOLUME MSE MECHANICALLY STABILIZE EARTH TB THRUST BLOCK IRRIGATION SPRINKLER HEAD D/A DIAMETER MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL TO TOP OF CURB TOP OF CUT Cl) DIP DUCTILE IRON PIPE DEVICES TCE TEMPORARY CONSTRUCTION EASEMENT0 PVC PIPE v J DOW DIVISION OF WILDLIFE MW MONITORING WELL TCP TRAFFIC CONTROL PLAN TOP OF FILL �i DR DRAIN N NORTHING TELE TELEPHONE ---- EASEMENT `O, `B+ UTILITY POLE DTM DIGITAL TERRAIN MODEL CO OW DRIVEWAY N/A NOT APPLICABLE TEMP TEMPORARY 4 4 GUY HIRE NAT NATIVE GRASS AREA TOW TOP OF WALL BUILDING ENVELOPE V LID DWG DRAWING TOS TOP OF STAIRLO E E4S77NG NAVD NORTH AMERICAN VERTICAL DATUM TP TOP OF PIPE - - PROPERTY LINE * # STREET LIGHT POLE EA EACH NB NORTH BOUND D TRANS TRANSITION FLOOD LIGHT Q EBG EAST BOUND NE N NATIONALO TRFLG TRAFFIC FLANGE OF F7RE HYDRANT EL ELESONO GRADE NEPA ENVIRONMENTALPROTE POLICY ACT -0- -o- SIGN EL ELEVATION NEPA NATIONAL F/RE PROTECTION ASSOCGAT/ON � TYPICAL ELEV ELEVATION NGVD NATIONAL GEODETIC VERT7CAL DATUM 1929 UCTV UNDERGROUND CABLE TELEVISION LINE EOA EDGE OF ASPHALT NHS NATIONAL HIGHWAY SYSTEM UE UNDERGROUND ELECTRIC LINE ® m MAILBOX EOD EDGE OF DRIVEWAY UG UNDERGROUND GAS LINE NIP NAIL IN PLACE EOC EDGE OF CONCRETE USAGE US ARMY CORPS OF ENGINEERS ® ® BOLLARD EOG EDGE OF GRAVEL NO NUMBER USGS US GEOLOGICAL SURVEY Hatching F o EOM EDGE OF MILLINGS NPDES NATIONAL POLLUTANT DISCHARGEFIBER OPTIC LINE MARKER EOP EDGE OF PAVEMENT ELIMINATION SYSTEM UT UNDERGROUND TELEPHONE LINE EX/577NG PROPOSED DESCRIPTION ASPHALT MILLING VC VERTICAL CURVE o42770 FINISHED SPOT ELEV.. W/DESCRIPTION EP END PROJECT, END POINT NIP NOTICE TO PROCEED TCP VITRIFIED CLAY PIPE I EPA ENVIRONMENTAL PROTECTION AGENCY NTS NOT TO SCALE 0 0 0 0 0 0 0 0 0 0 ES ELECTRIC SERVICE NW NORTHWEST IP VALLEY PAN ® NEW FLARED END SECTION(HOPE) >>>> $>>A A ESMT EASEMENT 0/S OFFSET VTC VEHICLE TRACKING CONTROL I ASPHALT m rn N EST ESTIMATE W HIDE I Q NEW FLARED END SECTION(CMP) g^m m t^!ry e ry m n „ EVCE END VERTICAL CURVE ELEVATION OC ON CENTER W/ WITH L -I CONCRETE SURFACING o,.o o-0 o 0 ° EVCS END VERTICAL CURVE STATION OD OUTSIDE DIAMETER SOIL BORING LOCATION o 0 O EX EXISI7NG OH OVERHEAD WB WEST BOUND I SNOWMELTED CONCRETE o='o"o o'o 0 0 EXIST EX/STING OP OUTLET PROTECTION WL WATER LINE TEST PIT LOCATION oEXT EXTERIOR OT OVERHEAD TELEPHONE WS WATER SERVICE .j.:. .-,•.- GRAVEL SURFACING 4 FM FEDERAL AVIATION ADMINISTRATION PC POINT OF CURVATURE WOCD WATER QUALITY CONTROL DIVISION I• • •I EROSION CONTROL LOG W• c I m FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY PCC POINT OF COMPOUND CURVATURE WWM WELDED WIRE MESH WOOD DECK ✓ a IRS FLARED END SECTION PED PEDESTRIAN X-S CROSS SLOPE OR ® LARGE ROCK/BOULDER u UNDISTURBED SOIL FF FINISHED FLOOR YD YARD I 1 ro FG FINISHED GRADE 7"POST v °' FH FIRE HYDRANT hv2,G I RECOMPACTED SOIL T ti I I i o I I I I I I I I I�I PERVIOUS PAVERS e SATELLITE DISH a c 3 c N ® 0 TRANSITION FROM SPILL TO CATCH GUTTER > E d I' n SNOWMELTED PERVIOUS PAVERS a E-3 m F M -�.-- �� MINIMUM 4"TOP SOIL OR SPECIFIED ALTERNATIVE o L4grtafit�5 IMPERVIOUS PAVERS CT A : °Y o N I I `moo LANDSCAPED AREA ® STRAW WATTLE o F ' `'�'w o 0 o a p,y o 0 ® ROCK SOCK '`Q $e " ' Ho vo o o N W u O � o o 7S N U LANDSCAPED AREA (PER LSA) 4 H 0"a o t 0 r o SHRUB o C Job No. 2078-292.007 h Drawn by: JAH h Date: 03.17.22 DC: RB I PE: RB a File: Dun-Cover U 2 Title: h A Legend and qAbbreviations N A Dwg No. N G4IECEIVED of: 12 o /1740022 ASPEN BUILDING DEPARTMENT • all Tree Type DBH SPECIES Demo Preserve Tree Type DBH SPECIES Demo Preserve °A A DECID 9 ASPEN X 0 DECID 7 DOGWOOD x 1. B DECID 11 ASPEN x P DECID 9 DOGWOOD % DEMOLITION NOTES: C CONIF 9 SPRUCE X Q DECID 30 COTTON x 1. ALL TREES INDICATED WITH A RED 'X'ARE TO BE °. p 19+3 D DECID 11 ASPEN X R CONIF 14 SPRUCE x • REMOVED. ALL OTHER TREES INDICATED AS LIGHT A l E DECID 4 DOGWOOD x S CONIF 20 SPRUCE x GRAYSCALE ARE TO REMAIN & BE PROTECTED A F DECID 9 APPLE X T CONIF 25 SPRUCE X EC ED DURING �� N. 5th ,ST 1g75 G DECID 9 ASPEN X U DECID 10 ASPEN x CONSTRUCTION ACTIVITIES. j ° `�� lI H DECID 5 ASPEN X V DECID 9 ASPEN % O 'G oll I I DECID 11 ASPEN X W DECID B ASPEN x 2. ANY EX. PAVERS OR STRUCTURES TO BE REMOVED WITHIN ° ° DECID 3 ASPEN X X DECID 3I2 ASPEN x DRIPLINES OF EX. TREES REQUIRE EXTRA CARE TO NOT ai 1 K DECID 5 ASPEN X Y DECID 19 SPRUCE X DISTURB EX. TREES. oll L DECID 5 ASPEN X Z DECID 12 ASPEN X °v° • M DECID 5 DOGWOOD X AA DECID 12 ASPEN X o IA I o N DECID s DOGWOOD x Al CONIF 11 SPRUCE x 3. TREE R WAS REQUESTED TO BE BY ASPEN l REMOVE GRAVEL AREA<_11RKS DEPAR MENT Graphic Scale APPROX. 29 S YDS P'4 D 3 s 10 0l1 EX d o u_ 7n w - o � u p < A In Feet:1"=5' d d A PRESERVE&PROTECT EX 7R / APPROX OR/PLINE OF EX TREE • E (TYPE \l `u • dl° u U ........................... d I ° SREE NOTEVE RAILROAD DES - E l P " '.APPROX.25 L.F. , r '„ SEE 2 ON 7H/S PAGE N 0 3 I EX FENCE BEG/N • R-R CG V U 011 • REMOVE VEGETATION • I `i 84 LF. w499o16.58 . 11. 1 . . - FOR FUTU E FENCE .00....,- E2 524773 47 d/ 0_c c . .of A ' . .. `j• REMOVE RAILROAD DES N 'NOTE 2 ON THIS PAG- X. POST HOLES .I •C> .: :. :; • .. APPROX 11 O F. PL�I • , SEE NOTE 2 ON 7H/S PAGE Allo • • PRESERVE&PROTECTSHED • ..:� •• li NIIII . /. — ff (DUg iii R-R EX SAN SERV LINE `�'� •- '!!!!!' REMOVE RR DESK, „4,Wriprg �\ REUSE EXISDNG 1 APPROX 22 L.F. L ;_` '...... r �� SERVICE TAP LOCADON WITH 1 ,h I Mk* SEE NOTE 2 ON THIS PAGE /RRASPHALT ;,-..4.,e• NEW CONNECTING WYE .< 1 �1,', T 7.1 S YDS. ,• .,.,/, of I,. I. - : ' x 10 k , .. 41.._ �'y � . I., **e Q �� _ RELOC7TE/RR. VALVE BOXES AND ABANDON I 1 •I • .. !!0� EMOVE EX ..... - r ...I.WWWWWIWO�OO'e...1/•••1I®/e�er•�I0Mr,!!!!!!1 ♦ P/P/NG/N PL4CE PER LSA °. L /!!!!!!!!!!!! !!!!!!!!C!Ili,!!!!!U!!!0!!! 04 SEE NOTE 2 ON THIS PAGE ..U� REMOVE1 FENCE' " Isole l re WOOD TREE(4J II I!!!!!!!!!!!!! !!!!!lt�bitlll��Il��II!!!!!!!!!!il!!!1 REMOVE EX lAPPROX35L.F. Ix �. �IlI'.�- • _ /!!!!i!!!!!!! !!!l/�J��!!,`�l1,11!!!�!_�I�!!!!!It!!! I li 1.04 �....��11��A�� !!!!!!!!!!!!!�!l/Fir♦!!!!!!!!llll�i�..��l�Nli!!!� I PLANTING AR&I �... ° / ��9/Ar; :!!'��19113�iS��Al�il3i�Fx!!!!!!!!!!!!!llr�� 066060°0°u .��..,.��..ab.-- !� 41 °o al.!'!!�!!!!!0!�!!!!!!!A!*!!!*!/!!!!!,!!!!!!!!!!!!!!!M!ll�1l!!!!�R!!!!!!!!!!,!!!�, a ltiGi Itt•t /7�jr✓�!! r ABANDON PlP/NG IN 'LA E PE viol all torfr /p114717,Afiti ,� DOGWOODREM° TREE /!!!!!!!!1`!!!! / / _ — •!!!t MOVE P••--S.oI F,... 1i � i ' /!!!!!!!!!!!!!!!!!,!!!,!!!,• • +r !!!!!!!!!!l�il 1000000000000* / / •6 S NOTE 2 TFl• PAGE °.. J I eel _I q .1!!!!!!!!!!!!!I REMF�VE PAVERS WOO {,�/ECK (n : 1 ,�l•`��!!!!!!!!!!!!!!!!!!!!!!!!� �fPPROX. 73 SYDS RELOCA WOH I 1 .' I Ar .*X MOVE EX \ ` SEE NOTE 2 ON THIS PAGE HISTORICAL PORT/ON �' irr I!!!A!!!!!!!!!!!! OF HOUSE j _ .° y�� .'PEN TREE(5\ •!!!.\1!!!!!!!!!!! 111111411 or• PATCH ASPH A=rVE . . (>3 1 / !!!l�I,!!!!!!!!!! , ¢ PROP. WS /NE _. . 1 I 'I . 1. «L .....1!!!!!!'!�!!!! - SEE SHE - (B a; ' J� .000V!!!i!!►*!!! Z • � i iv � �. ►!!!!I!!!!!!!!!!! ` �� /!!!/!!!!!!!!!!!! '� tL>.4�. Jl!!!�!!!!!!!!!!!! e �iv1i 1 .......►awa.IZSi!!!9t!!!!!!!!!!!! 1 ��:I- •pJhi I !!!!!!l/*►.!!!!l/r.•!!!!!!!!!!!! C c' N , I.su. .•r04i/��!!1!!!!!!!!!!!!!! REMOVE TREE ` U S �� Q�Siliiliiiiili! • I ilro � ® _ HISTOR/CAL PGRDON D I r 0" � Q REMOVE EX PAVERS F. : !l _ I ;! l •� '� �O BE RELF EX UOCATED APPROX - APPROX 2 S>OS. I 1 ' ` ' / 9'TO THE NORTH EMOI II iftgi�;\!; . ` NON-HISTORICAL PORTION PENa/R: I ` 1 • AJ!'r1 416, PJ, OF EX HOUSE - - - - - - c 1,\s• A C • REMOVE WOOD ,- 1 • I• ' /,i� —�I I I ° 11• ° ° c 5. EX PLANTER BOX • I' o REMOVE WOOD DECK �.. ` . �_ ° ° I !!!! QeQQ Q i'I • 1 APPROX. 28 SYDS. P >>>>>1 I �� j9 m • 1 x I�. l / — REMOVE EX "MOVE PAVER + ' ,- r EX Byy n o o ro o m m o m o 0 - _ _ - - - PPROX 1.5 S>7)S' ` SEE TOTE 2 ON THIS PA h - - ASPEN TREE (x 41111114, �� \ - 0 49 L.F. d `' REMOVE EX CONC _Wu vaREMOVE EXaAPPROX 3.5 S)DS P ° ASPEN TREEm 2 dr 4P-• REMOVE GAS METER _ REMOV �' Eo ,ci�Il O PRESERVE AND PROTECT .I2 ON 7H/ 2 o o.�\ �^: • .y, �� REMOVE TELE TRgNS HISTORICAL HOUSE, PER I��,• p ° e '^ • h I .. 4i ARCH PLANS ___W___ ,,I��- tlifir12)0010411e q c . u `cw + s� R-R EX GS FROM ' l_ l � , -`W-_- o '> F�� E I MAIN TO HOUSE M 1 REMOVE NON-H/STOR/CAL n'.�040 W -_w__ W_+_W 8¢`3$N N I >C PORTON OF HOUSE, PER n8 •a• REROUTE EX ES PER SHT C3 �� v @ y `rREMOVE EX GR4VEL TO PL Ogi �1 ARCH PLANS �•�\ �� '('°R°qAPPROX 10 SYDS r. - - - - - - - - � :. . W- W-__p__ 4°o:.\� REMOVE EX TELEPHONE L/N � - - - - - - - - PIPWWw-.� _ _ �• END- -CG ,M---W___W___W_ o o` l k %I' FROM RISER TO HOUSE - - - - - � 'B -ova > °„oo` ° ' x h`m °c''o -E-_� -_--{---n Y1 - - - - - - C oB 'S. 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N \, Title: o' \ ry - Site Plan 0 Dwg No. h C2 Ell • Of 12 05/17/2022 1 Graphic Scale I o s 10 20 III 3 ® i In Feet 1"=10' e I E I O 0 G G G G •G G G G G G G G G G G G OQ C • • 3 X =_° . N00 • • 3• �O 3 . i 0rn 3 • 3 x c n0 HNO • I 33I 0 � I I I 3 II a 915' N. 5th ST.. 7914" a 1 ouCi;; ASPH i --o . •e,,50,, yy 1� ^ Fx cr, I . I • `' SNOWMELT PAVERS I EX SEW. MH . SEE ARCHITECURAL PLANS PROP CURB VALVE I� • III111 SEE SHEET C7 . m 'I�. 1 '■ 0 79 13 3 { 'Y •- .. ASPH. PATCH OVER PROP. WS LINE PER ' � '9 R COA ENG/NEER/NG STANDARDS FOR WORK '7915...... 7915 1 3 I;n co �91 Ei�_��1/J PROP 2%TYPE K COPPER /N ROW FOR WS AB4NDONMENT . II , 7915 ��V®�� 7915 -' WATER SERVICE APPROX. 14 SYDS. •.II f; i I-___�ENiF , VERIFY SIZE WITH MEP "t : rMIMPWISMINEE APPROX 60 L.F. (� 15 LF PROP 4 0 PVC SS® 1$ .I • vtir o•®� — i ,� a MIN TO EX SEWER MAIN WITH 11 1, �I I I I NEW CONNECTING WYE. VERIFY - - ' I I III I i 2y5 4 2Y5 —2'ws 2Y15-3 PIPE MATERIAL PR/OR TO TAP.,'. COORDINATE WITH ACSD. ` I I I _I co co sl i:. s15 I1 I l I l I l L h (� IF., SEE MEP PLANS I.."- :. — _ _ _ I 3 c FOR CONT/NUAAON �I RELOCATED EX ,'�N'.' 0 PROP. BUILDING HISTORICAL HOUSEI I Q ---I R I ... III 'IMP"� 3 \._¢ I .I yI PROP ELEC. SERVICE&METER . ABANDON EX. SERVICE WL SEE SHEET Cl FOR DETAILS PROP TELE SERVICEfr ,3 ASPH PATCH OVER PROP. WS LINE PER I t � COA ENGINEERING STANDARDS FOR WORK PROP CABLE N SERVICE /N ROW FOR WS ABANDONMENT Y x x r k r k k k e m $ 3 ASPH /4 SYDS. • 1•v: qqN NNN Q m o b b N h I PROP GAS SERVICE&METER �'�'+• �_p i �«'rio �ry I o�N o 0 0 0 0 t 1�� I`m. ;7iiiJiiiial�atkit�1:4.5..}.:=. ie.1,.i.Y,,._ s'-tie.,.,i5._.-ti._�--. --'.-"_=SeS. :`'= `�: • I o 4 a ^ b u ro y, !�. ,gym RAIN EN �. I h e f, ;. _ PERVIOUS GR4✓EL OX 2.2 SYDS 2 . : SEE SHEET C7 SEE HEFT C7 I = „ o q `c v c 7 > Fps �,F F M � F g F b¢ . oo vmua�°+.� v /1 c�4a°W a0 a •1 1 ym y v v v O O c,I, i�W u c q y r v u N o i, ou NMebbnmm� a Job No. 2018-292.001 Drawn by: JAK Date: 03.17.22 File: Dun-Site QC: RB I PE: RB ,I O 2 Title: N Utility Plan ro Dwg No. m C3 . of. 12 O5/17/3022 40 8 1 .• GRADING AND DRAINAGE NOTES 4 1. AIR SPADING BY CITY FORESTERIFOR MICRO-PILE WALLSED AT LIMITS THAT RAND SOE PUT IL 01 11 NAILING. SEE ARCHITECTURAL 1/A 103. 9,5 N. 5th ST. 2. SEE ARCHITECTURAL PLANS FOR PAVING DETAILS/SECTIONS I all ASPH 1 \ j ,l1 �I " 14.85 EX TBC/SW 4 EX CG I ... .. ........................................................ 14.91 EX TBC/SW. / / \vI 1 v \ Graphic Scale s ..• .• �i1 \ cc ......... 01 I1 / •• ,' .... , ...... • In Feet:1"=5' io .• ... • • .••• iI E • •..39,s. • / 12.53 CG MATCH . .L, • .. . :... `� (-__\� 7gj4..... EX CG O 0 . ..,1 . ... .. ... ..• • Csi a I • 73 TBC 12.47 FL MATCH 0.-• 0 12.]3 TBC �Q1.5' _I 1.00 X .5 CO CY) • E . • u r'., III w . , • F. I MATCH EX CG 11 CS, 3 • ..14 //J� 0 N U 3 •• �� • PROPERLY LINE / N al all • • / O LIMITS OF GRADING 0 X � F N (1111) no I. Eg,�- "= = L.. DA O 5 O Ln • I'- LeA r 1 I� O V y„'I .1 ... . V 15.328 FGoll /►� " rr,^, Q;�N C O I� F. 15.328 FG 9 LD v l 0 o ©• 15406 FG T T 15.406 FG- 'E LDS LD '/ 7 v O` • cal 1 • • 15406 FGMEE 15.406 FG / n ill r �' • LDA 548II 4 FG - Q ,�l RELOCATED EX .. M •: 15.484 FG - - - - I ----1 1 II q t�. iSY.:''. �} i\ : • STRUCTURE ^ `I5.4B4 FG L I _ r 15 4B4 FC `_� ��v, 14.13 FG 1� �:p. ' * " 15590 FG I 15563 FG T ^ O ^ A f5563 FG W 14.4E FG 7 • \ �I _ II \I ;/, 15.583 FG li , 15563 FG V 1500E FC I • r 15549 FG 15 635 FG " ;�'L • . 1 _•N 1 314' '1' I JI --_-1-- �15.051 FG 15.051 FG -4.0% •I • mullwil / / 16.8$ 0 I • Q • 1 5]19 FG wI • 1 • • • •1:1- I= I Val - 15784 FG - I• i 1 I - r5ar2 FG --■ 15.]]1 FG / �.1$ .. '- N 158F5 FG I�1-I-I �I■ \ 14.48 no .�-ws-ws WS Y5 '�1YB J 11.1. � 1 • 15.690 FGM. 15 B]5 VG I1.38 FG�I N• • 14.]6 FG `1 I.F 1 j 1 • 1 'Milk - 14.84 FG 14.3-FG CO a3 E II 'L N: ®� -- RELOCATED EX J - - 14.73 FGJ 1-.13 FG (13 5875 FG HISTORICAL HOUSE 2.32' I ,� 15.92 FG 14.]9 FG V, I - I - GARAGE DOOR OPENING PROPOSED BLDG. .1' l7. 1488 FG '. : . - ... FEE. 7916.00 (100'-3') CO M 0 � ARCH: 100' 0" = 7915.75 1394 TOS l I. 14.81 FG 14.50 BOS 13 44 BOS • 12.18 THC/SW� TOP OF PLYWOOD SHEATHING �(2)6"RIS - I 1339 sW 1600 DECK -G•,r% Or t N. �. )450 BOS 15B]5 FG 15 875 FG - I MP PUMP 12.14 TBC/SW 6 00 DECK ' SEE SHEET C8 LD� <F�• do ' FOR DETA LD • .1 ..:I 1l c�. hr 00 k k$ 8'REVERSE TRENCH DR b 1 o N - SEESHTC7 m ^•v N,Rry NN . kkkkkkkkk EMI Ia'F • GARAGE15 92 FG _ 15746 FG �N V a•b o b N b n 11530 FG i o bN o 000000 I� DOOR OPENINGdr'4 p N N o o^ c WI 15.B]5 FG TMEM l Id ff 15.]46 FG 1502 FG 1° T I 15 691 FG ,152E FG /A \ ,o �i '_I�;• • e• UNArORAiN CO �� h a I lei 1588 FG 1585 FG ➢S.B]5 FG • -wb ` > ,'.1' ^ a J ➢5.88 FG CONIC SLAB r v v q 1 \ 1 C 1585 FG 1529 FG -_V � - 'c1r 1442 FGtiltA-.. .,..441rd,20$ • ' 2 • • f 14]4 FG \ CONIC SLAB 15,AT GRADE 1529 FG r '1mb No - I \ b \C 15.29 AT GRADE' s w \\ ® ® t+ 411111r a N G\ .�I-_� pjffrett + q c i n .l E--� Ef . `�i •}'. •} '•w .•ICIferAgnirf • -• • •�•. •.-• • •.•�.y, .- ,',�.. .-..�'�- � y '� _ =a'4' '�'•'��+`19.0aFs3 F "' c:., ��_��! �.�.. • • ��.-•-• :•��• •Y_xi ••�,,. _ �zii•> iX--��•xii` i•�1Y�• iYse`>=;R•f i •Y1•Y• `+` '-�.. r 8¢ g .. cn�F-•. � �. � �� , . .. .. �" :., . :.X�. etTr�� 0"�:.+� �`''_im Wi •^'�. iliY'�s. tili�I;I.�I��I�•1��r��i i ii a•�is!i� • - �•iT2)a.3o Fc�•+++l i� 1 15A3 Fc• ;',.. ri ,.!�Y,`C s '' >•- i•:-. • -• • •`eii}-• • 0-4 • '• 1•� �•}`. �� I^� ` `y c ` `cr.e• ,;iilleija' t ,,a.I� LI I I 1 1=7 I I I e ..�'' - I. =6 `--`�`�®,s er1,0,0.. - o W a i/Tu // 'N/^�^ N Tr I I� �S �i�i�� /s'SiS��:�-WA 1.81 EXCG _ 3 I caPY GP^N T LDA LDA WA 12.54 FG/EG 1 CC MATCH b y W 4 p N Ir q yy 11 GPt�' /IC : 11,53 FL MATCH EX v c u q U • /EY • : •15.14 FG • 14.85 FG RAIN GARDEN '- GRADE&CG, CD 4 2 W°3 4 I,U • \ 4"SLOTTED OR J ^' i� `CO PROP FENCE(PER LSA) IN SLOTTELLTRAAON 4"DEPTH 1 V U ' • e/N _ • _ ?' BEGIN 4"UNDERORA/N PERVIOUS GRAVEL (6.5 CU F/ VOLUME) O 11.59 CG MATCH W .^N'n'a b b A.m,A, a ,-A • I • /NV.• 1327 SEE DETAIL SHEET EXTEND MICROP/LE SEE SHT C7 EX CGJob No.v I�'II.. C7 CAP UP D Drawn by: 2018-292.JAK 0011 ,�`° ® I t I 93LF®1%MIN CURB AS NEEDEDAll Date: 03.17.22 a . TO RETAIN TOED Drawn RB I PE: RBr • • • • 1 File: Dun-Gr 1 • o 1 • A IIPF '41, Title: H Grading& 0 ry Drainage Plan h ro Dwg No. m /� ECEIVED N C' Of 12 05/17/ 22 BUILDING DEPARTMENT u • II 11 �7 all II v 11 �+ aIti N. 5th ST. CURB SOCKS CURB SOCKS SEE SHEET 1 SEE SHEET,/ Graphic 1 �4- .. • • I i �. _c� EK CC 10 Feet. o �I x 0— 0 1111 ----) I NI ............. CG <15 II°2. 0 15 u III N L a ■ . I . wl PROP STRAW WATTLES O Qli I ■ __ _ — — INSTALL STRAW WATTLES 0 E g. ®PL SEE SHEET IV . (111) •:.7)_a_ 0 1 1 1 1 ,... . U:/z;,1 , T I I i_ iillo.', �` , e • —I 8 r: 0 MIMMI —I V�I 1 . 1MMiMM�T�i�i�■■�� 1.�■III �� 1 ,� i— ' ' A im li - - 1 W.. Lii 21,5 21.6 �'WS 2,xS I I � _ ,s1 I II I ' I ii . ---.I (75 Ch 71 Y I l • PROP STRAW �> I I' I .ATTLES w 11 CURB SOCKS .. I SEE SHEET ii . r N � IW o-\ I� .: \ — _F _I [ I r f 'o�=•_,� ` aI L IN 1 bJ .c ivy ,; r ,-a -.�� i '. a 'f. '. ▪ + ++ E--� E Tf___...n g _- + + ® `�•YS' :•I 2 Ii� lei i i ��0 1 a • • • - • • ++ ++++ 6=" T s a i i.'� i s i i W _t _79 �. L •I'_ -t— " �'eV. ��i-ti S��.i • iiti.i��iPi ��i� • ••▪~ w 1 - i' IOC v.,Eyi ilri� _i... _ .��-• �•=i`u>`=i -•�-•-�•••'f�iY•��• -•••'�.�Y�:• ••'•�-C'��• • •�• • �• �• • • •_�• •_ 4 s• +• � � o 14 ,‘„,, '2 , i- ,i�fcLN ICI\il li� � ��LS��iS; / �� ,� � .L.R ....,. - _ o •1.r • pf,„„ u h ro e m m m m a H III oPYCE .. ..... .. E 20 - a`�7Jt `3 - LI 1 • I �� v ( c jE„�I� : '. ... NOTES' N�obY 18 I Il 0 1iiii 1 r Date. ^ m039170AK T.ALL EROSION CONTROL DETAILS .. 22 File: Dun-Erosion a '� b ARE ON SHEET O QC: RB I PE: RB ® A ® VEHICLE TRACKING CONTROL Z3 Ai----.1 h m A TEMPORARY SEDIMENT BARR/ER COMPOSED OF Title: c ) SHALLOW ANCHORED STRAW WATTLES PLACED ACROSS OR AT THE E ® SWSTR AND TOE OF A SLOPE TO INTERCEPT AND DETAIN SEDIMENT (OR) STRL ARE DEAPPASE FLOW✓ELE SHE AND BILL< > WATTLESAPPLICABLE EROSION h LAP POTENTIAL IS LOW. Plan i ro ^ / Dwg No. h V i.ECEI ED \ /� Of 12 OrJ/17/.122 / . BUILDING DEPARTMENT r 0 II -I ...7974-.... 9,5 N. 5th ST. I al I ASPH. I. w A� i ,1 • .4Il `Q8c ... V \. \V/ II `I EX CG H , I Graphic Sca le 10 jo 8 II CO , 11 ,.j9 • In Feet:1"=5' • 'II 0w 1 l • IF • 794 OO p • , X c •• O 3 . : 0• PROPERTY LINE '� 3 • N SOIL NAIL WALL O N O w " `. BY OTHERS /` � I 1 X t10 I F N ( 9�3' H N O III 1 ( y ON 0 • • . iipitil . o ?NI*: 0 3'•:',t 611 1 i w ............................ /NV. 789741 • -4111111111, 9j M/C PILE SHORING al • (BY OTHERS) '� oI C"�,II o WI U:x ZZ Z ZZTZZ2ZZTZ�1ZZ? FLDW ss �T� ; I r i — FD3 FD3 FDs - " FD3 I SOIL NAIL WALL ` '1 I FBB I I FDs FD3 FD3 .` — --1 I BY OTHERS W _i L ii---i � K IIII aw,IIT I I I I a tIT ❑ FLOW- FDI FDI FD1 FD1 FD1 FD1 FD1 FD1 -a FD1�1 1 • �1` FD1 FD1 (N\ Ij r 4"NON-PERFORATED "" 1 �: PVC TO SUMOM MIN P —, I-- PoLN 7IONDRA/N 1---❑I t---I —,1 L1" C ®1%MIN TIE INTO STRAP C oI I ❑ I ❑ SEE SHT C7 I ❑ I I ❑ I ❑ i 4"NON-PERFORAVED Pr�L' oI I L I L— ( R SHORING 2 J , t..,-......: L— _. -- RAINS J D PE LAN y Q —1 PLASTIC OR CONC SUMP 11 LF Z Q L CO cu I I QI --- RIM: 7895.28 _FLOW (B c5 R SUMP: 7890.28 R M/N/NV/N:7892.78 — -- I � PENTA/R HOAT G HP 7 PUMP INN. 7897. 1 / 1 FLOAT TRIGGER®7892.28 I I > CO ® I - 1 0 U P I Im I L® I L— I I I 0 1-0 '� I f INV.• 789378 r— ❑ P e J Il / I I 1 ❑ 1 L— ,1 p I FOUND TTON DRAIN 2I \1.,,_ 2 IL � I l 70LF t---- � INV.• i SEE SHT C7 2 I—— ——1 BE ROUTED NY t 7893.78OUTLET PIPE TO '\ I I'I THE PLUMBER I 11 1 I o 1---I—of I I ❑ I � 1 W I I I 1 1 L' r--� I 7.w L—r� x ;i7I >, x FOUNDATION GRAIN 1 '� m m N L-- 't' d ^q :NNh r B2LF I II __� 141 I I I Poo�m a" ° rl I 2 SEE SHT C7 L 1 l �` ^c 1 N I omN0000'000 1 I FDt FD1 FD1 FD1 FD1 FD1 �� f ^m^ Pw< I, LL--FD1 FDI FDI FD1 FD1 FLOW I `m ° r1.1 1 I I FOUNDATION PER N — — , �ot A4 h „ a g \$ STRUCTURAL PLANS —I I ` w I r---j l Ti, I N \\ I I I _ 0 0Ilk L y n ° I d' �, lNv' 7Bsz41 I � FD3 FD3 FD3 I 1 1 �• "' _�II °-�F�� I \��^ I Foy FD3 FD3 F03 FD3 FD3 now I I �—^--I j,�f!• - ^w rc F 1 °z'�'F E �' w •- E__LC---E___E ,"� --.-1 - 789741 • a¢°3$m a 11 �' T��CA caF:— 1 CA • �� 7 �� /�/� 7T�/��///7T/�/� 7T //�/7T /�T �/� Z /� ,' LL/11 ZZ1 :J ZZZZZ J915 ZZZZZZZZZZZZZZZZZZZZZ _ �ZZZZZZZZZZZ Z IA ° a LI., / j� 1\„, U p W O o W a 11I •,�/ �^GAf/i p ili " ° m o m y FOUNDATION DRAIN 3 N1498.array onrucHT 1 . w°3 4 9 z" 8 M/CROTHE SHORING SELF £26248 1 7 85 r czszasr�.ss k� ._N,amm mmm . ° it (BY OTHERS) SEE SHT C7 O W a ��I Job No. 2018-292.001 v Drawn by: JAK i. N I I I Date: 03.17.22 4 DC: RB PE: RB • U Ih'��i File: Dun-Found liiE. 0 x Title: Foundation o Drainage Plan ro ?I' Dwg No. C6tECEIVED Of 12 05/17/ 22 AN- BUILDING DEPARTMENT PROPERTY 6"CONCRETE CURB MEXICAN BEACH LINEPEBBLES PER LSA GRADING PER PLANS ON PROPERTY LINE [.., 3"DEPTH MIN. SHT C4 WASHED A4SHT0 1 ...-...-...-._-..- -...-...—._.._..—_..._... -I r_ GRADE PER C4 N /57 OR/67 - RAIN GARDEN FILLED WITH III-111 ..'•...�•"..14 6 DEPTH �Z MEXICAN BEACH PEBBLES 2 t PROPERTY LINE I11I1 111EME § OR MULCH-SEE SITE - 1-III 0,, CLASS C FILTER - cs PLAN FOR EXTENTS STEEL FENCE POST 1111 F11111111 MATERIAL(COOT - a o ELNEYATIOISH RADE, __ W/FLAGGING 1 III III= —TABLE 703-7) 11 III F - - 6"DEPTH IIILA''' -' F r 11� I I 111EIll III , .im W THAW WIRE TO F11 11 111 11 T111 11 H 1 11 11 30 MIL p O CURB BOX TOP EXTENSION TYPE CURB 111 III 1 =11 I1 III 111=11 H=11 III 111E1j GEOMEMBRANE LINER INSTALL &FASTEN W N u 11 1I II T M=I I I III 111 lll 11 I11-111 W/SEPARATOR III li III L--III III III=,E,r E =I L- - NO. 4 COPPER THAW 4�i BOX w/ARCH PATTERN to- I FABRIC ON TOP AND ALTER MEDIA jl WIRE BRAZE OR = BASE 1'UPPER III 1 I-1I III FABRIC CLAMP TO CORP. i O AA SECTION PENTAGON 80% SAND' ,..00 O // HEAD PLUG. 4"SLOTTED PIPE 7.5% Silt C TO q NO—lNF/L TRA TION PERVIOUS 7.5% Clay g CUURBRB BOX BOX TOP Q PLACE 1/2 CU. FT OF 5%Shredded Mulch- GRAVEL AROUND BOX SECTION 1 1/2"OR 2"CORPORATION STOP GRAVEL JEIi TION I GRAVEL PERF PIPE MUELLER CITY AOUTLET EQUAL TO BUILDING BEND i� w COMPRESSION OUTLET 77E SEANCE 45• NOS. N.T.S. CDOT 703 #3 OR#4 NIKI t;��l 1;�;�; OR CAP 8"OR LARGER DUCTILE "1:.1� 1"OR 3/4"CURB STOP PLUG gi 1. GEOMEMBRANE TO MEET MIN REQUIREMENTS AS STATED IN TABLE PPS-4 OF COA URMP IRON PIPE WATER MAIN W MUELLER VALVE OR CITY (PAGE B-57) LAY COPPER AT UNIFORM APPROVED EQUAL IL 45. O 8 1.1. THICKNESS TOLERANCE(X) +/-5 I' t SLOPE PAST GOOSENECK CONCRETE GRADE 1/8" O O H 1.1.1. ASTM D 1593 BRICK WATERPROOF GE. •- ' PER FOOT MIN. • 7.2. TENSILE STRENGTH(LBS/IN)WIDTH 70 - �� .1 E 1.. MODULUSASTA 10, METHOD B FOR ALL SERVICE LINES LARGER THAN 1' AND FOR WATER ORTEEEQUIVALENTLEE F/TT/NGX N 00 61 1.1. ULUS AT 120%ELONGA770N(LBS/IN)30 MAIN MATERIALS OTHER THAN DUCTILE IRON, PROVIDE DOUBLE ,Q 3 1.31. ASTM D 882, METHOD B STRAP STAINLESS STEEL SERVICE SADDLE(NOT SHOWN) 7.. ULTIMATE ELONGATION(OD 350 NO lNFIL TRA TION RAIN GARDEN PROFILE LD2" 1.S. ASTM 1 1/ METHOD A to a1 2. SLOTSPENTO BE T"LONG, MAXIMUM WIDE WITH SLOT CENTERS OF 0.413"AND SECTION NOTE CITY WATER DEPT. PERSONNEL SHALL MAKE OPEN AREA PER FOOT OF 1.90 SQUARE INCHES ALL TAPS UNLESS APRE-TAPP/NG AGREEMENT/S STAINLESS STEEL s•S Ni- NTS EXECUTED. SADDL)(2 EACH N N 0 STRAIGHT/SMOOTH CUT LINE --p TO BE PAINTED W/BH wi REMOVE EXIST.ASPHALT AND 1) IN-LINE TEE FOR EXISTING STRUCTURES. p "BITUMINOUS TACK COAT CITY OF ASPEN (f)- 3 A.A.SH.T.O./M208 INSTALL 3 OF CLASS C ASPHALT � 2) TEE SADDLE FOR OTHER SERVICES. �/ OR APPROVED EQUAL / /P WA TER SER(VICE DETAIL 3) BACKFILL UNDER WYE TO BE NO LARGER THAN 3/4"SCREENED ROCK oo ID O EXIST. ASPHALT 12" 4"BELOW AND 6"ABOVE, 95%COMPACTION DENSITY PER ASTM D-698. .-0 p^, DEPTH VARIES GRATE WITH MEXICAN BEACH L. 12EDGE OF TRENCH 2"UPPER LIFT ASPHALT NTS 4) MINIMUM COVER- 5 FEET. PEBBLES PER LANDSCAPE PLANS MILL JOINT.- , 3"LOWER LIFT ASPHALT 5) ALL PIPE AND FITTINGS TO BE SOR 26 PVC GRADE PER C4-H 1COVER " ////// , STANDARD SEWER '0"C ACO MINIKLASSICK K50 ca t1- °""�C TRENCH DRAIN WITH ;_ METI nH u1. '' ••••••••••- SERVICE CONNECTION DETAIL 7 ` ✓, PERF. STEEL GRATE •� 6"AGGREGATE Illlll. 11 II=1 I III3 4 : . r�IIIIIIIR• / J L11 m- i.CRUSHED !r�-P�-!-P�-P�-P�-P�-�!-P�-P�- BASE COURSE(ABC) NBS LI1111 SCREENED ROCK r ••• •° CLASS 6 Os#•PPPP#P#A = .. .. r•♦�� VV I!A OR EQUAL TO NON-WOVEN GEOTEXTTLE " " " "` _ _ _ _ " " " `�`�`�`�"- - - - EXISTING ABC -111 I' FEATHERING BACK WILL NOT BE ALLOWED. JI GROUND SURFACE STANDARD ASPHALT SAW—CUT JOINT /J/ N.T.S. .��;•;-._ _•�.__.::•_- ". REVERSE TRENCH DRAIN �" ' • N T.S IN OPEN F1£20 _ IN STREET -_ •' z - NOTE.. •PLACE. CUT COA G 210-T � _ +'-�•'-" ':"-- 7'O.C. OR SCUTASPHALT FULL OfFIN T� .-.--,f _ -•..4_-:•9" Gir RAPHICAL HICALTPURPOSESOONLY,OSIDE z—IDPSTING DOT IOVERAP r In `G-'.--_ �_::�'-•.. SLOPES AS REQUIRED BY OTHERS" J • t ,. •., ASPNK�ad�`�r%A'/i AEI`.•.:::::•: Q J .�'i a•I. C Ali •.........................• ..„ TRENCH WIDTH Y `� • • • C 4. /%% • �' / ' -`=-.i- NATIVE MATERIAL (FREE FROM (6 ca 2 TRENCH TO BE •. . AO(a7EGi T£BASE ASA4ILT ZONE N.--- .y g H FABRIC BRACED OR SNEERED Zi , [Hues£Cuss I /., _4-;r�. - 0t ORGANIC MATTER, FROST AND RDCKS (>3 TEMPORARILYWALLDURING BACKFILL IN AS NECESSARY FOR : '� ._` ""s_ -' DF 12" DIM. OR LARGER), COMPACTED PROCESS(DO NOT WRAP THE sour&WiE & ROADWAY FABRIC;M/RAl1 wOx /,� ;, } AROUND BATTEN BAR) PROTECTION OF E `\/ OR APPROVED EOI/AL �� . . +_- F• F/� ORKR UTAtmES <_'t. ''• '� TO 95% STANDARD PROCTOR DENSITY V) %'N3"STAINLESS STEEL 1—f �� 011 PfP£ tNRWA,AI HdxRVfAv - _ •7` ANCHOR BOLT, NUT& , 1. ..XQ ONM£7ER worm WAOBH .1r 4:.;•.t fe.$1 CO /s X 2"ALUM/NUM, STAINLESS i/ t t- WASHER 0 12"O.c. MILj STEL OR GALVAN/ZED STEEL e`' -� a" +'-a• e� ! a --=�`_-- +•_ SPECIFIED BEDDING MATERIAL, If (SEE NOTE 2 THIS DETAIL) i„ I BA)�N BAR + 'pr ,' o_ 1•o_ ='�~� -rV R COMPACTE❑ TD 95% STANDARD LC) �'/ (SEE NOTE 2 THIS DETAIL) i I y Iy �,- _ I► 1B 2-6" 1•-0" BUYIL TAC TAPE I �� s 4.. __:�;,i- PROCTOR DENSITY (.K A �:'0•\ FX7CR rABR.0 TRENCH"NH D_Ct •- ,_ Y_.:,- 30 ML (MIN)PVC LINER ''U5 SEPARATOR 1 yylt OVER BEDDING, d O !--� 0 SEPARATOR FABRIC OR APPROVED EQUAL ? `:�`�y -2:i. CONCRETE PERIMETER ,..' 22 :I .` • Y- � � ':�ciae 1iii%. 3/4"SCREENED ROCK d ':L�-.ry+;.✓-..•r'ti .`S"�� BARRIER ., "i ,.e PREPARED SUBGRADE ;� �if'l� �;E 1__-: _...-_d:-_-•`-— SPECIFIED BEDDING SHALL EXTEND 6" °_ � .V �i v�iw'. 'v'�/. BELOW INVERT, FITTINGS, BELLS (12" IF I f OVER ROCK) AND 12" ON EACH SIDE OF PIPE GEOTEA'T/LE SEPARATOR FABRIC NOTE: SUBGRADE CONTAINS ANGULAR ROCKS OR OTHER MATERIAL THAT 1) ASPHALT ZONE SHALL BE INSTALLED PER CITY OF ASPEN CONSTRUCTION AND ENGVAAON NOTE op A A A r A A A A A A 7. PROVIDE SLACK IN LINER PLACEMENT TO ENSURE COULD PUNCTURE THE LINER) STAAYNRDS AND RIGHT OF WAY PERMIT5 5 5 5 5 PROPER INSTALLATION AND BACKFILL WITHOUT DAMAGE Z) BACKFILL ZONE SNKL BE LNSTALLFD PER CITY OF ASPEN CONSTRUCTION AND£XCANARON SIANSANDS SEE COOT, PITKIN COUNTY OR CITY DF ASPEN STANDARDS FOR R a a 0 N N a N ry N ° AND RIGHT ° ASPHALT REQUIREMENTS OR REVEL/RESTORATION, =PoN• • ,m m e A 2. NITRILE POLYMER BASED VINYL MEMBRANE SEAMING ADHESIVE MAY BE USED AS AN ALTERNATIVE TO THE 3) B£mpvG ZONE Sa ALL BE j•CRL1SAWD ANGULARSCREfNFO Rax fPEE OF FTN£5 o m o0- -0 0 0 N BOLTED BATTEN BAR IN AREAS WHERE THE NEED FOR 4) COMPACTION REID EArEN75 SHALL FOLLOW INK CITY OF ASPEN CONS7RUC7,GW AIM EXG1IKkN STANDARDS AN IMPERMEABLE LINER IS LESS CRITICAL. 5)NO WATER MAIN WORK IS BEING PROPOSED ON THIS o PROJECT. THIS DETAIL IS PROVIDED FOR USE WHEN TAPPING TYPICAL TRENCH 1 ° of 3. BACKFILL AND UNDERDRAIN SYSTEM NOT SHOWN. THE MAIN FOR THE PROPOSED WATER SERVICE '1,, ° m 4 ,. FOOTER & FOUNDATION WATER MAIN SCALE: N.T.S. 1 MEMBRANE LINER/CONCRETE WALL PER OTHERS TRENCH CROSS SECTION AC SD—0 6 2 z CONNECTION DETAIL NTS. o ° n BACKFILL AND _ > F��I'' ' E M N T S COMPACTION PER a F sA..F E ', GEOTECHNICAL REPORT • ;.'. ,i.'- 8� gN a ° m d GEOTEXTILE CONTECH FOUNDATION• RACKET[[ FOUNDATION ' %1 a o W°v m$o 0 (BY SBR CT) (BY STRUCT) i®/ (BY SBR CT) LOCATE DRAIN CLEANOUTS AT ALL DIRECTION h y " 'o p� C4ONW OR EQUAL "�` i140 F° 6,W c v F a I CHANGES GREATER THAN 45'IN THE HORIZONTAL ,� a ° v v o` 6"MIN- HYDRODUCT 220� AND VERTICAL STEPS. MAX/MUM HORIZONTAL RUN WATERPROOFING -1po WATERPROOFING BETWEEN CLEANOUTS TO BE 100 FEET 4¢m°3 4°9,: 4" 6^ 21.4" FREE DRAINING GRAVEL - - HYDRODUCT 220 (PER ARCH) 11� (PER ARCH) u ^,e m m m m o. PER GEOTECHNICAL 2" UNDISTURBED SOIL - UNDISTURBED SOIL 1/ FIN/SHED Job No. 2018292.001 m R=0.25" -� REPORT MIN. AL �,` 10 SURFACE PLUG Drawn by: JAK N — 'I I—III—I I I—I I —III III_ 40 Date: 03.17.22 a )10, 6" 1^iFT�MAX) a° SOIL RETENTION QC: RB I PE: RB _ -III III—III—III III—III SYSTEM (BY OTHERS) 40 V� EL PVC 1 SOIL RETENTION-, SYSTEM File: Dun-Details I li/I' IIIIIII I I—I I I—I I—I I I—III III (BY OTHERS) ��G\�y ELBOW o _ — 7_ —III III—� --III III III �� 4"O PERFORATED 45 �0 4 8 PERFORATED ? 24"-30^•• - COMPACTED GROUND COMPACTED GROUND p/pE PVC RECOMMEND DOWELS - (PER STRUCJ) (PER SBRUCJ) WYE OR PIPE 4 0 PVC PERFORATED X 1- HYDRODUCT HYDRODUCT i\i ELBOW S. AT CUT JOINTS I MOUNTABLE CURB&GUTTER-TYPE FOUNDATION DRAIN PIPE )_1 j COIL 600 A�� COIL 600 ��V V�)v FLOW FLOW o ,#'4 EPDXIED/N ' (Catch Type for Typical Edge of Street) INSTALLED AT MINIMUM GRADE — ,e \.y�� Title: en OF 1%FROM BEG/N/NG POINT(S) NO EXCAVATION THIS SIDE OF 1:1 INFLUENCE LINE F02 TO SUMP/PUMP. FOUNDATION DRAIN 2 FOUNDATION DRAIN 3 Detail(1) ° Note:Concrete must conform to COOT Class"D"(minimum 28Klay compressive strength of rpt 1 4500 psi).so/of this strength must be gained in the first 7 days. INSIDE FACE OF PIPE TO BE 6" FOUNDATION DRAIN NTS NET CLEAN—OUT DETAIL TYPE A FROM OUTS/DE FOOTING EDGE m WITH PIPE TOP LEVEL TO FOOTER NTS Dog No. h TOP AT BEGINNING PO/NTS. NOTES. NOTES MOUNTABLE CURB AND GUTTER O N75 NOTES: 1.RECOM RECOMMENDA770NS INSTALL HYDRODUCT SYSTEM PER MANUFACTURERS 1. INSTALL HYDRODUCT SYSTEM PER MANUFACTURER'S RECOMMENDATIONS IV/�7 h N Ti 1. THIS DETAIL IS FOR USE ON TRADITIONAL FOOTERS ONLY IN 2. THIS DETAIL IS FOR ONE SIDED POURS AGAINST MICROPILES LOCATIONS AS CALLED OUT ON THE FOUNDATION DRAINAGE ONLY. SEE SHORING PLAN(BY OTHERS)FOR DRAINAGE AT ONE of i Z 0 5/17/2✓0 2 2 SHEET. SIDED POUR AGAINST SOIL NAILS DANDY BAG INSTALLATION: 0 0 1. STAND THE GRATE ON END 4 4 m 2. PLACE THE DANDY BAG OVER THE GRATE GRATE FLAP FOLDS OVER 2., 3. ROLL THE GRATE OVER SO THAT THE OPEN END IS UP TO ENCLOSE GRATE ,z,,8.„ OR 4. PULL UP THE SLACK STANDARD FABRIC IS A WOVEN tik tik MONOFICAMENT 5. TUCK THE FLAP/N VELCRO 3/4"GRAVEL 6. PRESS THE VELCRO STRIPS TOGETHER CLOSURE 3/4"GRAVEL LIFTING STRAPS Z BE SURE THAT THE END OF THE GRATE/S COMPLETELY ALLOW EASY Al COVERED BY 7HE FLAP OR THE DANDY BAG WILL NOT MOVEMENT OF UNIT DANDY BAG 1/4"MESH OR BURLAP WORK PROPERLY WITH GRATE 1/4"MESH OR BURLAP 8. HOLDING THE HANDLES, CAREFULLY PLACE THE DANDY BAG WITH THE GRATE INSERTED INTO 7HE CATCH BASIN FRAME DETAIL 1 ELM9. PROVIDE A DEPRESS/ON AREA AROUND CATCH BASIN TO PROVIDE STORAGE OF RUNOFF WATER ABOVE DANDY BAG 10. INSTALL STRAW WATTLES AROUND CATCH BASIN TO E PROVIDE ADDITIONAL SEDIMENT REMOVAL GRATE o SLOPE GROUND 11. PUMP FILTERED WATER FROM CATCH BASIN TO GALENA O.- 0 FLOW 30' STREET CURB&GUTTER OR STORM INLET DANDY BAG TO INLET N Cy o 12. INSTALL DANDY BAG AT NEAREST DOWNSTREAM INLET(NOT b i31 SHOWN ON PLANS) N Q irl 0 Pll MAINTENANCE: PRECAST ui FLOWPII AFTER EACH STORM EVENT.. CONCRETE BASIN s c� 1. TO INSURE PROPER OPERATION REMOVE SILT, SEDIMENT, X a0 CURB FACE INLET iN N O AND DEBRIS FROM THE SURFACE AND THE VICINITY OF c7FVAA0N THE UNIT WITH A SQUARE POINT SHOVEL OR STIFF ` I BRISTLE BROOM AWAY FROM ENVIRONMENTALLY SENSITIVE Oil 00VF� VAR/ES jAREAS AND WATERWAYS IN MANNER SATISFACTORY TO THE 3 0, SEE NOTE ENGINEER/INSPECTOR. co c p 2 BELOW O � 2. REMOVE FINE MATERIAL FROM INSIDE DANDY BAG AS - ^ 0 0. DETAIL 2 NEEDED DANDY BAG DETAIL N.T.S. 3. DISPOSE OF DANDY BAG NO LONGER IN USE AT AN APPROPRIATE RECYCLING OR SOLID WASTE FACILITY. N.T.S. ,,,,mo�o lid`., NOTES i 4L.46..% INLET INSPECTION 5/o 1. NO LESS THAN TWO 10-INCH DIAMETER SOCKS MUST BE USED IN SEQUENCE, SPACED NO MORE THAN L 1 T .-1." 5 FEET APART, UPGRADIENT OF INLET NO LESS THAN SIX SOCKS SHALL BE USED IF THE 4-INCH 1. TO INSPECT INLET REMOVE DANDY BAG W/TH GRATE 4 FT STAKING SOCK IS USED,ALSO SPACED AT NO MORE THAN 5 FEET APART. INS/DE, INSPECT CATCH BASIN AND REPLACE DANDY BAG INTERVAL '•. BACK INTO GRATE FRAME APPROX. 90' '•*` •.� ' 2. INCLINE AT 30 DEGREES FROM PERPENDICULAR, OPPOSITE THE DIRECTION OF FLOW(SEE DETAIL 2). / TO EACH OTHER - 3. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES AS DIRECTED BY THE LOCAL I' JURISDICTION. EARTH-SAVERS DETAILS BASED ON THOSE PROVIDED TO DISTRICT BY CITY OF LAKEWOOD, COLORADO. STRAW WATTLE CS now GROUND URBAN DRAINAGE AND FLOOD CONTROL DISTRICT Figure C5-23 DRAINAGE CRITERIA MANUAL (V3) INLET PROTECTION-CURB SOCK \ - J . RENCH \\\ N CO as L cB = j STRAW WATTLE INSTALLATION DETAIL E N.T.S. CO CO U 1.0 1 FG EL 7913.00 = MANHOLE FRAME AND GRAZE 8 in2f 0 MINIMUM RIM EL.7912.25 I ov 7 il i 2%MIN. SLOPE ELECTRICAL WIRES AND CABLE 2"SCH 80 PVC OUTFLOW PIPE 6"MINUS ROCK AT 12"DEPTH. p INSTALL NON-WOVEN GEOTEXRLE REFER TO MEP PLANS FOR ROUTING f1h1PRODEB4TER..OUHT TOINYD/OODUT ELEL LOCA90N DOER C9. FABRIC BENEATH SOIL AND ROCK480 CONCRETE Q , co o OUTFLDO 2 oY DIRECTLY TO CVAL E SOW PIPEti00vasIii4 PVC WINDOW WELL GROUT TO ■ CONC.RASE h^ o FREE DRAINING GRAVELPP �BOTTt7M OF SUMP r %AMIr .. ARCHITECT SPEC/F/CAIION. o PER ARCHITECT 7909.50 ®� ) '^ c �, BOTTOM OF 09.00 4 SUBMERSIBLE PUMP W FLOAT ACTIVATION EL. 7910.50 ) m ® HYDROMA77C MODEL HP-50(OR APPROVED EQUAL) WINDOW WELL DRAIN PENETRATION CLASS 6 AGGREGATE BASE COURSE ryo WATERPROOFING SEAL PER ARCHITECT COMPACT TD 95X STANDARD PROCTOR AT 2X*OP7/MUM Z h MOISTURE PER ASTM STANDARD DESIGNATION D-698. '^ n WATER STOP STRIP q F,8y' y u ADCORE OR SIMILAR F q 3° F F M "dNSTALL ROCK,FLUSH °, • 2 2X SUMP PUMP DETAIL W/TH PAVED SURFACE' `° 5 g ADJACENT p • v c,$ey, a NTS a° ROADWAY �'a o 1",'c' m NOTES. �^4 c a Z o` h % o N e 0 0 P. 0 1. SEE HIDROMATC WEBS/TIE AND PUMP MODEL NUMBER FOR MORE ° • 'e c q i�W F a q II 0 DETAILS 'd x e`m ° N x 4"PVC FOUNDATION WINDOW WELL 4 2 W°3 4,U 2 C'U �i DRAIN LINE(FD7) DRAIN LINE 2. SUMP DEPTH TO BE VERIFIED BY CONTRACTOR BASED ON L" ° °J SEE SHEET CO& SLOPED AT 2X MIN. MANUFACTURER SPECIFICATIONS AND SITE CONSIDERATIONS ry a y e^m q o 'Q o C7 FOR DETAILS 3. ALL COA PLUMBING CODES SHALL BE OBEYED. VTC INSTALLATION NOTES:al Job No. 2018-292.001 1. INSTALL SEE PLAN VIEW FOR GENERAL LOCATION. CONTRACTOR TO Drawn by: JAE H DETERMINE FINAL LOCATION OF CONSTRUCTION SITE ENTRANCE VTC SHALL Date: 03.17.22 H BE LOCATED AT ALL ACCESS POINTS TO PUBLIC OR PRIVATE ROADWAY QC: RB I PE: RB CORRIDORS. File: Dun-Details 2. VTC SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. WINDOW WELL DRAIN 3. INSPECT VTC DAILY AND MAINTAIN IN EFFECTIVE OPERATING CONDITION. INSPECT ALL BMPS AFTER ANY PRECIPITATION EVENT.AND PERFORM NTS NECESSARY MAINTENANCE 4. ROCK SHALL BE REPLACED OR REGRADED TO MAINTAIN CONSISTENT DEPTH. NOTES rue: 1. INSTALL PIPERECOMMENDATIONS.PENETRATION PER WATERPROOF MEMBRANE MANUFACTURER'S RECO 5. SEDIMENT TRACKED ONTO PAVED ROADS SHALL BE REMOVED THROUGHOUT HTHE DAY AND AT THE END OF EACH WORK DAY BY SHOVELING AND N 2. DRAIN PIPE TO BE SLOPED 2%AND TOWARDS INTERNAL SWEEPING. SEDIMENT SHALL NOT BE DISPOSED OF INTO STORM DRAIN N FOUNDATION DRAIN(FD1) SYSTEM. Detail(2) ci J. DETAIL FOR WINDOW WELL DRAIN CONNECT/ON TO FOUNDATION DRAIN ONLY. WINDOW WELL DESIGN PER ARCHITECT 6. 12"DEPTH TO BE MAINTAINED THROUGHOUT TREED AREA TO PREVENT ry DAMAGE TO TREE ROOTS.REMOVE 1147H CARE TO PREVENT DAMAGE TO TREE ROOTS Dog No. SVEHICLE TRACKING CONTROL DETAIL El Of. 12 O5/17/3022 I O N SEQUENCE OF OPERATION: 7 B-1,B-2,WH-1,P-1,P-2&P-7A/B: VENTILATION: yN_. 0. HEAT PUMPS,RADIANT FLOORS&HUMIDIFIERS: C (/1(n N B-1&2 AND THEIR ASSOCIATED BOILER PUMPS(P-1,2)SHALL STAGE AND ROTATE TO BATH EXHAUST FANS EF-1-10,12,13: _U(6 0 THE HEAT PUMPS SHALL BE CONTROLLED ACCORDING TO WALL MOUNTED 7 DAY PROVIDE HEATING&DOMESTIC HOT WATER.UPON A CALL FOR HEATING THE BOILERS D Z p 0 PROGRAMMABLE THERMOSTATS.THE RADIANT ZONES SHALL BE CONTROLLED ACCORDING co — TO WALL MOUNTED THERMOSTATS AND,WHERE INDICATED,FLOOR TEMPERATURE SHALL FIRE BASED UPON AN OUTDOOR RESET SCHEDULE WITH A MAXIMUM TEMPERATURE THE BATH EXHAUST FANS SHALL BE CONTROLLED BY WALL MOUNTED SWITCHES, U) )y AT THE BOILER SUPPLY WATER TEMPERATURE SENSOR OF 140°F.EACH BOILER PUMP(P-1& COORDINATE WITH ARCHITECT AND/OR AV CONSULTANT. C C 3 O SENSORS.ALL THERMOSTATS SERVING BOTH RADIANT ZONES AND HEATPUMPS SHALL BE 2 P-2)SHALL BE CONTROLLED WITH A 0-10 VDC SIGNAL FROM ITS RESPECTIVE BOILER TO 0 g O Z O STAGE HEATING,2 STAGE COOLING THERMOSTATS.RADIANT AS STAGE 1.THE HEAT PUMPS MAINTAIN A 30°F OT BETWEEN THE SUPPLY WATER TEMPERATURE SENSOR IN THE ERV-1: U N 0_Q(`1 SHALL PROVIDE 2ND-STAGE HEATING. SECONDARY LOOP AND THE BOILER RETURN WATER TEMPERATURE SENSOR. CD 0 N 0O THE ENERGY RECOVERY UNIT SHALL RUN CONTINUOUSLY BASED UPON A TIMECLOCK. C O)h0 N 4 V HP-1 TO HP-4: C N 7 UPON A CALL FOR DOMESTIC WATER HEATING,P-7A OR P-7B SHALL START IN A POINT OF USE CONTROL SHALL BE PROVIDED WITHIN THE SPACE FOR MANUAL OPERATION. 'i N+"I�-- DUTY/STANDBY SET-UP,AND THE BOILER SHALL PROVIDE 180°F(ADJ.)SUPPLY WATER UNTIL COORDINATE WITH OWNER. N f0 THE WATER-TO-AIR HEAT PUMPS SHALL FROM A 2-STAGE THERMOSTAT IN THE SPACE.IDE UPON AOND STAGE HEATING AND CALL FROM COOLING,THE DOLING92 THE DOMESTIC HEATING CALL IS SATISFIED. C �Q N O U GARAGE EXHAUST FAN: US2 ,,a.)ASSOCIATED ZONE DAMPER SHALL OPEN(WHERE APPLICABLE),THE RESPECTIVE HEAT RADIANT ZONES WITH FLOOR SENSORS: Cr)� (p L(p �(6 PUMP'S COOLING MODE SHALL BE ENABLED,AND THE TWO-WAY ZONE VALVE SHALL OPEN THE GARAGE EXHAUST FAN EF-11 SHALL BE INTERLOCKED WITH THE GARAGE DOORS AND A C W T O UNTIL THE CALL IS SATISFIED.UPON A CALL FOR HEATING,THE ASSOCIATED ZONE DAMPER RADIANT ZONES WITH FLOOR SENSORS SHALL BE CONTROLLED ACCORDING TO SPACE CARBON MONOXIDE SENSOR.WHENEVER EITHER GARAGE DOOR CLOSES THE FAN SHALL w U w 3 0. SHALL OPEN(WHERE APPLICABLE),THE RESPECTIVE HEAT PUMP SHALL BE ENABLED AND TEMPERATURE SENSORS AND FLOOR TEMPERATURE SENSORS.ON A CALL FOR FIRST RUN FOR 15 MINS(ADJ.).WHEN CARBON MONOXIDE IS DETECTED ABOVE ACCEPTABLE N J N THE 2-WAY ZONE VALVE SHALL OPEN UNTIL THE CALL IS SATISFIED.THE VARIABLE SPEED RS W-c u) (7.)STAGE HEATING,THE ASSOCIATED ZONE VALVE(S)SHALL OPEN FULLY TO MEET THE SPACE LIMITS,FAN SHALL RUN UNTIL LEVELS DROP BELOW ACCEPTABLE LIMITS. L _. 7 F GEOTHERMAL PUMP P=8 SHALL BE ENABLED AND OPERATE IN DUTY/STANDBY MODE.UPON SETPOINT.ALL ZONES SHALL HAVE THE ABILITY TO MAINTAIN A MINIMUM FLOOR y� ID N to CALL FOR HEATING OR COOLING,AND THE INTERNAL CONTROLS SHALL MODULATE FLOW TEMPERATURE.ZONES WITH WOOD FLOORING SHALL HAVE A MAXIMUM FLOOR MECHANICAL ROOM VENTILATION EF-14 SF-14: U ' U co BASED UPON PROPORTIONAL PRESSURE. TEMPERATURE SETPOINT AND THE ASSOCIATED ZONE VALVE(S)SHALL CLOSE WHEN THE CO 7 FLOOR SURFACE REACHES THAT TEMPERATURE(PER WOOD FLOOR MANUFACTURER). MECHANICAL ROOM VENTILATION FANS SHALL BE CONTROLLED BY A WALL MOUNTED N Qi ON FAN COILS WITH HUMIDIFIERS,THE HUMIDIFIER SHALL BE CONTROLLED ACCORDING TO COOLING ONLY THERMOSTAT.UPON A CALL,EF=14&SF F=14 SHALL START.EF=14 SHALL BE L C Q W A HUMIDITY SENSOR IN THE SPACE.ON A CALL FOR HUMIDITY,THE FAN SHALL START AND I.- W SNOWMELT ZONES,P-5,P-6: ALLOWED TO RUN ONLY IF SF-14 RUNS. THE HUMIDIFIER SHALL MODULATE TO MEET THE SETPOINT.THE HUMIDIFIER SHALL BE Q XO LOCKED OUT DURING COOLING. THE SNOWMELT SYSTEM SHALL BE CONTROLLED BY A TEKMAR SNOWMELT CONTROLLER CO WITH A SNOW/ICE SENSOR AND OUTDOOR AIR SENSOR.WHEN THE OUTDOOR 0 ELECTRIC DUCT HEATER:(ADD ALTERNATIVE) TEMPERATURE IS BELOW 35°F(ADJ.),THE SNOWMELT SYSTEM SHALL BE ENABLED 0- SNOWMELT PUMP P-6 SHALL START AND P-5 SHALL CYCLE TO MAINTAIN A SLAB ELECTRIC DUCT HEATER SHALL OPERATE OFF OF A DISCHARGE AIR TEMPERATURE AND SCR TEMPERATURE OF 28°F(ADJ.).IF THE SYSTEM IS ENABLED AND MOISTURE IS SENSED ON CONTROLS TO PROVIDE 70°F(ADJ).CONTRACTOR TO LEAVE SPACE WITHIN HP-1 BYPASS AIR THE SLAB,THE SNOWMELT PUMPS SHALL CYCLE TO MAINTAIN A SLAB TEMPERATURE OF 38°F DAMPER. (ADJ.). KITCHEN MAKE UP AIR,HC-1,P-4: THE THERMOSTATIC MIXING VALVE AT THE INLET TO P-5 SHALL MAINTAIN THE SNOWMELT SUPPLY WATER TEMPERATURE AT A MAXIMUM OF 140°F.WHENEVER THE SNOWMELT DURING KITCHEN HOOD OPERATION,HP-4 SHALL OPERATE AT MAX FAN STAGE AND MD-2 SYSTEM IS ENABLED,SNOWMELT PUMP P-6 SHALL START. SHALL PARTIALLY CLOSE AND MD-1 SHALL OPEN TO PROVIDE 900 CFM OF OUTSIDE AIR (BALANCE AIRFLOW TO MEET ACTUAL KITCHEN HOOD EXHAUST AIRFLOW).P-4 SHALL BE ENABLED AND THE THREE WAY VALVE SERVING HC-1 SHALL MODULATE BASED UPON INPUT FROM A DISCHARGE AIR SENSOR LOCATED DOWNSTREAM OF THE HEATING COIL TO MAINTAIN 70 DEGREE AIR(ADJ.) AIR/DIRT SEPARATOR- SPIROVENTVDR-125 /� r 14s.. OR SIMILAR C/' \` co TO/FROM TO/FROM S TO/FROM SNOWMELT \ _1 RADIANT HC-1 °° 6 15.6 GPM T< 0 or �" 1-Ya"(MUA) — — Cl) i < fez/ ry LJ— PIPING NOTES: ' - v ® v! I— 0 (} 6.9 GPM = FIELD INSULATE Z C/ , 0 1. ALL EQUIPMENT SHOWN IN THESE DIAGRAMS SHALL BE LOCATED IN THE CRAWL v SPACE,UNLESS OTHERWISE NOTED. 1 1 •17.1 GPM W 2. LOCATE ALL FLOOR MOUNTED EQUIPMENT ON 4"EQUIPMENT PADS. PURGING If ♦ AUTOFLOW AUTOMATIC U 3. ROUTE BOILER CONDENSATE TO FLOOR DRAIN VIA NEUTRALIZATION BASIN. VALVE(TYP.) —> 4 BALANCING AND SHUT OFF 4. ALL REQUIRED VALVES AND APPURTENANCES NOT NECESSARILY SHOWN. ig m VFD 0 0 VFD E P _ VALVE(TYP.) 7 FILL HEATING SYSTEM WITH 30%PROPYLENE GLYCOL.FILL SNOWMELT SYSTEM WITH 3-WAY THERMOSTATIC 4 p Z 50%PROPYLENE GLYCOL.FILL GEOTHERMAL SYSTEM WITH 25%PROPYLENE GLYCOL. —> 1 5. CONFIRM WATER QUALITY MEETS MINIMUM EQUIPMENT STANDARDS IN MIXING VALVE(130°MAX) �� 5 LL^1 MANUFACTURER'S O MANUAL PRIOR TO FILL. HEATING SUPPLY WATER — — z LL I& 6. PROVIDE AIR VENTS AT ALL HIGH POINTS OF THE HYDRONIC SYSTEMS. TEMPERATURE SENSOR CO '/1 7. PROVIDE DRAIN DOWNS AT ALL LOW POINTS OF THE HYDRONIC SYSTEM. .F AF 0 HYDRAULIC SEPARATOR WITH 0 0 • 0 0 {} • 1-1;2" CO MICROBUBBLE-SPIROVENT � 3-WAY THERMOSTATIC A Q VDX-250 ORR SIMILAR MIXING VALVE(140°MAX) ...:1 lif " 1 I \ 0 0 3-WAY MIXING VALVE 7� MODULATING AEC PROJECT#: 18032.00 1 2" 1 2" 8 22 GPM (CONTROLLED OFF ® kt DISCHARGE AIR SENSOR) AIR/DIRT SEPARATOR- VFD 0 2" * DATE: ISSUE: SPIROVENT VDR-150 OR SIMILAR . • I) • • • PIPE TO 07-27-20 CD SETA FLOOR • 01-18-21 ELEC UPDATE 3 ��, VFD DRAIN 04-26-21 RFI-#40 TO/FROM LOOPFIELD- III • ( — • TO/FROM WATER TO - —> 07-30-21 HEAT PUMP UPDATE A SEE GEOTHERMAL AIR HEAT PUMPS-SEE P DRAWINGS(BY MECHANICAL PIPING 01 VFD 0e VFD MI ® = 10-29-21 RFI-#109 liEr OTHERS)FOR DRAWINGS FOR Y2� -> 03-04-22 CHANGE ORDER#2 A CONTINUATION AND 5— 5 CONTINUATION Drawn By: Checked By: VALVING(PURGE PORTS,ETC.) 2" 0 •� 0 0 0 BLU TOC • 3/4" L Jr L 1 MECHANICAL 30 PSI Al 30 PSI 30 PSI I 3°PSI SCHEMATICS = _ _ _ Al Mk ® e B L>N 0 � IH :1, HICJ & ®' • e e --\ o o m/ s SEQUENCE • DIII- II- 3 • MANUAL FILL GEOTHERMAL WATER PIPING DIAGRAM HEATING WATER PIPING DIAGRAM M_002 NO SCALE NO SCALE 2 Of .15,4,9EIVED ©20.22GH0 2020 ARCIYIECNRAL EN0NEERWos/17/C... 2 ASPEN BUILDING DEPARTMENT 0 CV W GENERAL NOTES: SHEET NOTES: f0 a,(B•-CV 1.OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK,LIGHTS,AND STRUCTURE. yr U_ f0 O uO COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE STRUCTURAL ENGINEER. 1 CONNECT 3/4"HWS/R TO RM-1. 5 O 0 CO 2 CONNECT 1-1/4"GWS/R TO HP-1. 8)'co CO 2.ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE A FIRE-RATED 3 CONNECT 1-1/2"HWS/R,1-1/4"HWS/R(MUA).,&1-1/2"SMS/R TO BOILER HEADER.SEE DETAILS ON - U)w C r PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. M-002. C O 4 CONNECT I/2"HWS/R TO RM-2. 0 010Q0 3.VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C.CONTACT ENGINEER IF 5 ROUTE 2"GSW/R TO GEOTHERMAL SYSTEMS.SEE DETAILS ON M-002.COORDINATE EXACT SPACE C7 a O)E MANIFOLDS MOVE MORE THAN 10'FROM LOCATIONS SHOWN ON PLANS. REQUIREMENTS FOR HEADERS W/G.C. C0 0 a.),- X O 4.LOCATION OF ALL THERMOSTATS AND FLOOR SENSORS ARE APPROXIMATE,COORDINATE 6 CONNECT 1-1/4"GWS/R TO HP-2. c ITN (C 0 EXACT LOCATIONS WITH THE ARCHITECT. LOCATE FLOOR SENSORS EQUIDISTANT 7 CONNECT 3/4"HWS/R TO RM-4. "L C y LL BETWEEN RADIANT LOOPS,AND DO NOT LOCATE WHERE THEY MAY LIKELY BE COVERED 8 CONNECT 1"GWS/R TO HP-3. N p1 U 1n N BY FUTURE RUGS OR FURNITURE. 9 CONNECT 3/4"HWS/R TO RM-3. N J Q C N 5.ALL PIPING SIZED FOR TYPE L COPPER.CONTACT ENGINEER FOR ANY CHANGE TO PEX 10 CONNECT 1"GWS/R TO HP-4 C of W 0 FOR NECESSARY PIPE SIZING AND/OR PUMP CHANGES. 11 CONNECT 1-1/4"HWS/R(MUA)TO HC-1. "� 12 CONNECT 1/2"SMS/R TO SMS. C V W ^S 6.INSULATE ALL PIPE LEADERS PASSING THROUGH ADJACENT ZONES. 13 CONNECT 1/2"SMS/R TO SM . 14 CONNECT 2"HWS/R TO BOILER HEADER.SEE DETAILS ON M-002. LLI N J I 15 AREA SHOWN FOR REFERENCE ONLY.COORDINATE EXACT SPACE W/AV CONSULTANT.ROUTE ALL as W.r-.co 0) PIPING AROUND AV ROOM. yam, U N C. 0 c O" 2 . L 10 1 a) m c�m U 2avI- L CO Q 0 m I I 0 I 'I e POO HzGTF- s ��• �� — — — a r _-.- — — O— / ... T O OSS/ONALE,L�" _ 11/4"e SMS UP _ 1/2"e SMR UP ----CUyy/ 9 1/" 1/2"m SMS UP II°°77cc°71 3 12 !_ 2øsMR 1/2"e SMS ' " 11 ®®I/`I .. -..a 1/2"e SMS 0 4. Q 1/2 m SMR /^J v/ • MECHANICAL • - N— /1/2"e SMS (/ CRAWLSPACE •• 1/2"e SMR •• j1 1/2"m SMS © 4O MO1 _, \ .- q P 0 C3/4"0 HWS UP I —. Q 1/2"e HWR 1/2"e HWS 3/4"m HWR UP ,�_ O _ J • J I EQUIPMENT 1 1l4"m GWS 1• 1,: v 1" 4 .i : : / l^ O 3/4"m HWS 1 1/4"e HWR— —1"e HWS r1"m SMR 7 1V1/I 3/4"m HWR -1"e SMR 1114"e HWS- I I 1"e HWR 1-1"e SMS ` W O - ---_ •fi"m SMS J r • le 11 1 f • Q U • 3/4"e SMS UP— ,1 1/2"e SMR • .. •v • •• �� .. - �••� co L 80® Ln Ui /4"e SMR UP • m .. -"e HWR _ �10 SMS 1"mGWR- -1"e HWS �O 0 0 41/2"mGWR -1"eHWR z 1"e GWS CI- • 1"e GW- 1 E� 11/2"e GWS —1"e HWS I u) • 1"m GWS— HP 8 �// �g 2"o GWS- 3 �f } -- • 11/4"mGWR 2"mGWR- • �O�/1"e GWS �l L3/4"O SMR_ • • �4� HC ��11/4"m GWS T JJJ�1"e GWR " ° -3/4"e SMS r I7 I I I I y 1 I Q © L ` : 11 O HP 3/4"e HWR 2"o GWS • • 2 •�3/4"e HWS 2"e GWR 1"e SMS • --- - �� 11/4"m HWS MUA) [7jT^ 0 4Q •�1"05MR t_li/40HW5 11/4"m HWR MUA RM O • —1 1/4"m HWR 4 •l. .. 1 © O3 1 1/4"e HWS 0 O --- --- • �11/4"e HWR Q "e HWR • 4 1"e HWS/ 1 1/4"0 HWS U ' • • AEC PROJECT#:18032.00 11/4"e HWR LIP 1"m HWS UP . . ... - DATE: ISSUE: "o HWRUP 11-23-18 PERMIT • 07-27-20 CD SET L . -. I 03-01-21 POST CzoRDINATION 04-02-21 95%CD SET -° j ° °-- 04-09-21 EXHAUST REV. °.1"0 SMR UP 04-26-21 RFI-#40 ° O - - - - a ` ., _,. '.. '.`...'. -- ,.-. e - ° _ .. eSMS UP - - - - O 03-04-2 CHANG CORDER#2E EAT - BLU TOC CRAWLSPACE I MECHANICAL PIPING-CRAWLSPACE MECHANICAL OO 1/4"=V-0" N,l PIPING PLAN 1 1 SCALE 1/4"=1'-0" 01 M- 120 9 of 15,,,;EIVED 05/17/2022 ASPEN BUILDING DEPARTMENT 0 N (fl W GENERAL NOTES: SHEET NOTES: lig_ N yr U o N N 1.OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK,LIGHTS,AND STRUCTURE. f0 O� COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE STRUCTURAL ENGINEER. 1 CONNECT 1-1/4"SMS/R TO SM-1. 5 O 0 oD 2 CONNECT 1"SMS/R TO SM-2 N co W 2.ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE A FIRE-RATED 3 CONNECT 3/4"HWS/R TO RM5. ,n U) co C V PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. " c w O r 4 CONNECT 1" TO RM-6. O co >O 3.VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C.CONTACT ENGINEER IF 5 INSTALL RADIANT TUBING WITHIN ANY SHOWER BENCHES AND TUB DECKS U q a Q MANIFOLDS MOVE MORE THAN 10'FROM LOCATIONS SHOWN ON PLANS. 6 CONNECT 1/2"SMS/R TO SM-4. 0 a. E 4.LOCATION OF ALL THERMOSTATS AND FLOOR SENSORS ARE APPROXIMATE,COORDINATE 7 T T T "C CD N I(0 U EXACT LOCATIONS WITH THE ARCHITECT. LOCATE FLOOR SENSORS EQUIDISTANT BETWEEN RADIANT LOOPS,AND DO NOT LOCATE WHERE THEY MAY LIKELY BE COVERED Q) 1j 0S BY FUTURE RUGS OR FURNITURE. 0) J O V N 5.ALL PIPING SIZED FOR TYPE L COPPER.CONTACT ENGINEER FOR ANY CHANGE TO PEX - m�F a6 W 0U) FOR NECESSARY PIPE SIZING AND/OR PUMP CHANGES. "C Tp O O mp 0) I .2 W �,^ 6.INSULATE ALL PIPE LEADERS PASSING THROUGH ADJACENT ZONES. w N J 2 O To Wrcorn _3 yam+ U NO C 10 O O U c o r5. rpv a 1 O c a1 a1 U 2a�I- 1/2"m SMR UP m 1/2"m SMS UP Q o_ 'L. g0. ,iIIIIrA O_ I I - - - - - T�ss/ L f� .•: A . ..;h- I - p A r" fh —� 1I� 1_ 11/4"m SMR DN- CO �1/2"m SMR_..„. -r� - -1 1/4"m SMS DN e I ®I I 1/2"e SMS,„.• ® i I-- - -r r - - - O ,6®I CI) Ank O1 0/� I I I I 1 O I I CLO. W.C. 11 C. CLO. L 012 + It II O�O / ° - - - - OO 1/2"m SMR DNO - v^- 1/2"m SMS 1 C — eI 4 � _ = - F � Q � m #3 — Cj ,oT ® I O I T m 033 I O O/ m I 1 TQ RZ-2A BATH#1 ---♦100 Sur i I N- 345 SQFT DRESS s 013 DRESS m 1 I (1 TO RZ-2B.��_1 r Q L.L Y �+r BDRM#1 T 011 L___ - - - 031 �O TO RZ-3A 405 SQFT • , I Ci) 4F I J IR CL-_ - 0--- - - I I O BDRM#3 _ 030 J0 .L TO RZ-,C... O- - _ - O - 1L T O ` 0 LI I - - 3/4"m HWS UP3/4"0 HWS DN i _ �T �/ O /\ -II I III - - - - - O - - - - 3/4"m HWR UP 3/4"m HWR DN L - - O r^ 1 LL m v J W.C. CLO. I I L TO RZ-3C 4 El I 025 I TO Rz-, O 1 022 1 1 �_ - - - - O CO O tJ I 1 IU OOI v� L� RZ-36 1 , U►ZD iC,8 I FAMILY/GAME 3/4^m SMS•N —ilI 021 I "r) 004 Q m - s L -I- J L - - _ J I 645 SOFT 001 13 , Q - J I BDRM#4 O a Q I - - - //TO HP-1, I 3/4"m sM J ZD-1A& 040 I \3/4"m ^ 0 RZ-4A _ h I 390 SQFT -• 360 SQFT I IBDRM#2 3/4"m HWR (II a ® I O 1 3/4"m HWS 020 1^e HWS - 1 �� OHWR I O =---- - - r - - - - I I AEC PROJECT#18032.00 _011/4"e HWS DN I I SHWR I I ---- �� 11/4"m HWR DN I I I 044,. I l m F - 1 ,"m HWR UP - - r J CI— L J L DATE. ISSUE. 1"m HWS UP , - = C 1 © c�m 1"e HWS UP a ,.'.-Qe 11-23-18 PERMIT �� 1YYY�JJJ 1"m HWR UP 1"e HWR I I- �` Y I ,�, m 1"oHWS 1 s m �- 07-27-20 CD SET 1/2"m SMR UP AM la BATH#4 m , 1 CLO. 1/2"e SMS UP —� I v� TO RZ-4C 155SOFT I I 110 SQFT 03-01-21 POST D SET ATION _ __ 5 042 TO RZ-4B ' 041 a 04-02-21 95%CD SET 3/4"e SMR UP J"-`� I i _ _ _ _ `. 04-09-21 EXHAUST REV. 3/4"e SMS UP ' LAUNDRY --�_ - -- T Mk 2 04-26-21 RFI-#40 r - - 1/2"m SMR AI I I r - - - O Id©O �7 1 V2"e SMS �, 005 y„ l 1 L 07-30-21 HEAT PUMP UPDATE 03-04-2 L - - - I I �✓ I a .. " L av " = C7 I - - J - - Drawn By: CHANGE C ORDER#2 La �EB 16 SQFT I - Mr -� I •O BLU TOC I - L —.® 16 SOFT 1 LOWER L- -- — — LEVEL ------------------ — I--------------------- MECHANICAL I MECHANICAL PIPING-LOWER LEVEL N, PIPING PLAN 1 SCALE 1/4"=1'-0" O (5 O O M- 121 07 6 1 0 of IECEIVED 05/17/2022 ASPEN BUILDING DEPARTMENT 0 N aD 0 GENERAL NOTES: u SHEET NOTES: _ RI (1)• N N N 1.OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK,LIGHTS,AND STRUCTURE. yr U CO O COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE STRUCTURAL ENGINEER. 1 CONNECT 1/2"SMS/R TO SM-3. 5 0 0 T 2 CONNECT 1/2"HWS/R TO RM-9. a) N W 2.ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE A FIRE-RATED 3 CONNECT 3/4"HWS/R TO RM-8. co cmC V PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. Q c w O r 4 CONNECT 3/4"HWS/R TO RM-7. O O)O >O 3.VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C.CONTACT ENGINEER IF 5 INSTALL SNOW&ICE SENSOR IN THE SNOW MELT ZONE AS SHOWN. 'q Q I� MANIFOLDS MOVE MORE THAN 10'FROM LOCATIONS SHOWN ON PLANS. COORDINATE EXACT LOCATION WITH G.C.ENSURE THE SENSOR IS 2 a O)E EQUIDISTANT BETWEEN TUBING&NOT UNDER OVERHANGS OR IN 0 N X O 4.LOCATION OF ALL THERMOSTATS AND FLOOR SENSORS ARE APPROXIMATE,COORDINATE WIND EDD 3. CI),.-'N CO(� EXACT LOCATIONS WITH THE ARCHITECT. LOCATE FLOOR SENSORS EQUIDISTANT 6 SEE ARC SITE N FOR CONTINUATIO BETWEEN RADIANT LOOPS,AND DO NOT LOCATE WHERE THEY MAY LIKELY BE COVERED 7 LOCATE 7 IN LANDSCAPING BOX.CO Cr /2"SMS/R TO SM-7. 6 4 3 2 •1 " • � J CO BY FUTURE RUGS OR FURNITURE. COORDINATE WITH ARCHITECT. 0 J O V N Dm 5.ALL PIPING SIZED FOR TYPE L COPPER.CONTACT ENGINEER FOR ANY CHANGE TO PEX 5 —F ctU W 0 FOR NECESSARY PIPE SIZING AND/OR PUMP CHANGES. j "� N 0 Co co CO C W r 6.INSULATE ALL PIPE LEADERS PASSING THROUGH ADJACENT ZONES. r �� 1 LI..I J 2 O I ® I I as wrcorn I ® I 0 a)o c I 4® I • E or L _ I rpv a ,LI U �a vl- — - - 1 I Q o 07 ®vI I m p WI 1 a - I 1r . O OL P OO RE%'' D Hz :o r t 1 1 7 1 ,..: m I I _ J J Ss/ONALE,L. A - - - - - �9 —� r _ - ---- - 2J - I' - - - _----__ ROUTE WITHIN FLOOR I �� - I 1 ® O O _aaa_== KEEP PIPING ONLA WARM , 603.70 SQFT I O SIDE OF INSULATION. ® I I I I I 152.68 I IOU I O O I I II O II11 I I C I EL--- vz'm HwR UP _ _ N.� �1�i ` - - - I OFFICE 1/2"m HWS UP if r^ IIf f I I O O I 114 Q j ® v J 2"O HWR LI I O ` 1 O MUDROGM L L - -� 1 J _ _ 11 130 SQFT O I ENTRY _ II CO_ 1k— ' 101 I'� 1ITORZ61 - I y� r � L - - \TJ E r - -i . _ - -5t 1 O ' I / \ 1IQ i I OG O i� LIVING - - `r J I 0 L - 1 rn I I C M} •. I 106 �TTTI 1 �O V J H O I TORz-5Af I L - - - Y�� I I 0�� I DINING m I W O r. ,.-, I 1 I 113 425 SOFT II O I U I O I 1 Ill I I — — — � r — � I I A I CASUAL DINING I M Z 109 I IZ 0- 0 _I lari • -L . Lt1 LLI I Y TO HP-3& 1 �/ 1 I I m I RZ-7A I 3/4"e HWS0 I 1 1035 SOFT ENTRY HALL I ENTRY I 0 VW 3/4"m HWRN� I ® I J I 495 SQFT • I I . TO HP-2& 110 I 11 1 I VEY ® O7 RZ-6q I 31.81 SQFT I 51.44 SQFT I p 1 STAIR II — f r i — 1 / [ 1 49 I 1 I O -II I I I I I I I I 3/4"e HWS I I I I . I I I I I TO RZ-6B II AEC PROJECT#:18032.00 1 I e HWR DN A O J I I `�$ll \ LL1 O J 11-23-18 PERMIT 11 CD SET • / 1 POWDERirr STAIR ® I I O 03-01-21 POSTCRDINATION O ® 105 I I 120 164.2 SOFT I L J 15.33 SQFT J 114 BIKES 130�T - I - - - - 004-09-21 4-02-21 EXH CD SET - - _ _ tAla = —� —_ _ - •`- _.— — ,'^/` 04 26 21 RFI #40 AUST REV. ICIrU— — _ I _ I _ �04 — — I TORZ-5B-I— — — L-20 SQFT �� I — .I I — - 03-04-22 CHANGE ORDER#207-30-21 HEAT PUMP E 1��11 L 'I— I — - I— Drawn By: Checked By: O / - - - J\ ® I BLU TOC 10.4®FT J I 165.79SQFT FIRST FLOOR I 1 MECHANICAL I- 1 MECHANICAL PIPING- 1ST FLOOR / PIPING PLAN 1'1/4"= -0" I 1 1 9 SCALE 1/4"=1'-0" � ©O 2 1 M- 122 0 7 0 11 of 15,,,EIVED 05/17/2022 ASPEN BUILDING DEPARTMENT 0 N BOILER SCHEDULE OR EQUIVALENT HOT WATER GENERATOR SCHEDULE OR EQUIVALENT CO CAPACITY(MBH)@ GAS PRESSURE ELECTRICALSTORAGE BOILER MINIMUM PRESS. BOILER WATER TEMP. DOM.WATER TEMP. GPH @ DIMENSIONS Cl) GAS RELIEF STACK OPER. DIMENSIONS UNIT MANUFACTURER& VYF. y_. O. UNIT MANUFACTURER& SERVICE LOCATION 8000'ASL (IN WC) AFUE VALUE FLOW MAXPD PRESS EWT LWT DATA DIA WT. REMARKS TAG MODEL NO. SERVICE LOCATION CAPACITY OUTPUT BOILER DROP IN°F OUT°F IN°F OUT°F 100°F 4T H„ ,�„ (LBS REMARKS -O TAG MODEL NO. (%) (GPM) FT F F (GAL.) (MBH) GPM (FT) ( ) ( ) ( ) ( ) (S.L.) ) C N to IN OUT MIN MAX (BTU/CF) (PSI) V/PH/Hz (IN) (LBS) L(IN) H(IN) W(IN) ' O LB O WH 1 VIESSMANN •DHW CRAWLSPACE 119 155 11.0 10.0 180 160 40 140 284 32X34.75X65 421 - Z CO O B 1 FTX400LOCH V� DHW RAD,FC CRAWLSPACE 399.0 297.5 4 14 94.0 770 21.0 3.5 30 100 130 120/1/60 4 542 22.63 53.63 26.13 1,3,4,5,6,7,HIGH ALTITUDE VITOCELL 300-H119 a).N C) WH 2 VIESSMANN DHW CRAWLSPACE 119 155 11 0 10.0 180 160 40 140 284 32Y34.75X65 421 - C C 2 O B-2 LOCHOOVAR DHW RAD,FC CRAWLSPACE 399.0 297.5 4 14 94.0 770 21.0 3.5 30 100 130 120/1/60 4 542 27.75 42.5 15.5 1,3,4,5,6,7,HIGH ALTITUDE VITOCELL 300-H119 O .02.,,Z CDFTX C 1-OUTDOOR RESET,2-50%P.G.,3-30%P.G.,4-FLOW SWITCH,5-LOW LIMIT CUTOUT,6-E.P.O.SWITCH,7-CPVC VENT PIPING Oa7�C SNOWMELT SCHEDULE OR EQUIVALENT Cr) �1NN�O RADIANT SCHEDULE OR EQUIVALENT N7 TUBE ACTIVE TOTAL 'L 0).. ZONE MANUFACTURER& AREA BTUH/ SURFACE TUBE DIA NUMBER LEADER GPM/ GPM/ t (n SERVICE SPACING LOOP LOOP PD(FT) REMARKS N IT U O @ 7. MANIFOLD ZONE MANUFACTURER& AREA(SQ BTUH/SQ SURFACE TUBE DIA TUBE NUMBER LEADER ACTIVE TOTAL GPM/ PD TAG MODEL NO. (SQ FT) SQ FT FINISH (IN) (IN) LOOPS LENGTH LENGTH LENGTH LOOP MANIFOLD J O 1 TAG TAG MODEL NO. SERVICE FT) FT FINISH (IN) SPACING LOOPS LENGTH LOOP LOOP LOOP GPM/ZONE (FT) Remarks Q N 7^CD U (IN) LENGTH LENGTH 1-A WIRSBO hePEX NORTH WEST PATIO 603.70 125 CONCRETE 5/8 6 4 5 201 211 1.8 7.1 10.9 1,2,3 °� 1 P .0 ..a.)1-B WIRSBO hePEX NORTH WEST WALK 152.68 125 CONCRETE 5/8 9 2 5 102 112 0.9 1.8 1.7 1,2,3 U Q COC f6 1A UPONOR hePEX 020 BEDROOM#2 390 7 CARPET 12" 9 3 10 173 193 02 0.605 1,2 L C [J,f TO2 2-A WIRSBO hePEX SOUTH EAST PATIO 164.27 125 CONCRETE 5/8 9 2 5 109 119 1.0 2.0 2.1 1,2,3 w L w 3- S 1 1B UPONOR hePEX 023 BATHROOM#2 95 7 CERAMIC TILE 12" 9 1 5 126 136 0.1 0.1 0.1 1,2,3 2-B WIRSBO hePEX NORTH EAST WALK 31.61 125 CONCRETE 5/8 9 1 25 42 92 0.4 0.4 0.3 1,2,3 J2 N SZ 2-C WIRSBO hePEX NORTH EAST WALK ROW 51.44 125 CONCRETE 5/8 9 1 40 69 149 0.6 0.6 1.1 1,2,3 E W-C CO H 2-D WIRSBO hePEX A04 WINDOW WELL 16.00 125 CONCRETE 5/8 9 1 5 21 31 0.2 0.2 0.0 1,2,3 - iC UPONOR hePEX 010 BEDROOM#1 345 9 CARPET 12" 9 2 5 229 239 0.3 0.7 1.2 1,2 f0 3-A WIRSBO hePEX SOUTH WEST AREA 15.33 125 CONCRETE 5/8 9 1 5 20 30 0.2 0.2 0.0 1,2,3 ..-' O 0)O 2A UPONOR hePEX 013 BATHROOM#1 100 7 CERAMIC TILE 12" 9 1 5 133 143 0.1 0.1 0.1 1,2,3 3-13 WIRSBOhePEX A03 WINDOW WELL 16.00 125 CONCRETE 5/8 9 1 10 21 41 0.2 0.2 0.0 1,2,3 U) CCO C 7 2 4-A WIRSBO hePEX 120 STAIR WINDOW 10.49 125 CONCRETE 5/8 9 1 10 17 37 0.1 0.2 0.0 1,2,3 ' U 2B UPONOR hePEX 033 BATHROOM#3 100 7 CERAMIC TILE 12" 9 1 5 133 143 0.1 0.1 0.1 1,2,0 5-A WIRSBO hePEX A02 WINDOW WELL 16.00 125 CONCRETE 5/8 9 1 5 21 31 0.2 0.2 0.0 1,2,3 V M Q o0 6-A WIRSBO hePEX A06 WINDOW WELL 16.00 125 CONCRETE 5/8 9 1 5 21 31 0.2 0.2 0.0 1,2,3 W 3A UPONOR hePEX 030 BEDROOM#3 405 9 CARPET 12" 9 3 5 180 190 0.308 09 1,2 © -�._ -�. -�. - ._ . - .4( X O 6-A WIRSBO hePEX GARAGE APRON 163.79 125 CONCRETE 5/8 9 2 5 109 119 0.9 1.9 2.1 1,2,3 CO 3 3B UPONOR hePEX 040 BEDROOM#4 360 7 CARPET 12" 9 3 5 160 170 0.2 0.5 0.4 1,2 1-50%PROPYLENE GLYCOL,2-LEADER PIPING TO BE INSULATED-CONTACT ENGINEER IF THESE DISTANCES ARE EXCEEDED,3-INSTALL TUBING IN REVERSE RETURN LAYOUT,SEE MANUFACTURER DETAILS 0 d 3C UPONOR hePEX 002 POWDER ROOM 25 6 CERAMIC TILE 12" 9 1 5 33 43 0.0 0.0 0.0 1,2 HEATING COIL SCHEDULE OR EQUIVALENT 4A UPONOR hePEX 001 FAMILY/GAME 645 5 WOOD FLOORING 1/2" 9 4 5 214 224 0.2 0.7 0.5 1,2,3 AIRFLOW COIL FACE HEATING COIL DATA OPER. UNIT MANUFACTURER& SERVICE LOCATION TYPE THROUGH DIMENSIONS VELOCITY ROOM AIR P.D. Hp WEIGHT REMARKS 4 4B UPONOR hePEX 042 BATHROOM#4 110 8 CERAMIC TILE 12" 9 1 15 146 176 0.2 0.2 0.4 1,2,3 TAG MODEL NO. COIL(CFM) (H XL) (FPN (IN.WC) (MBH) EAT LAT DM LINT GPM (Fn (LBS) TURNEDDAIKIN COIL SHALL BE ENABLED AMEN KITCHEN HOOD IS TURNED ON.3-WAY MIXING 4C UPONOR hePEX 005 LAUNDRY 155 5 CERAMIC TILE 12" 9 1 10 206 226 02 02 0.5 1,2,3 HC-1 SBDI4026 MAKE UP AIR HP-40SA DUCT HOT WATER 900 12 X29.44 450 2 0.17 64.1 -20.0 67.7 130 110.5 6.9 7.7 24 VALVE ON COIL SHALL MODULATETO MANTAIN 70 DEGREE DISCHARGEAIR (ADJ.)BASE UPON INPUT FROM A SENSOR LOCATED N OSA DUCT 5A UPONOR hePEX 103GARAGE 495 16 CONCRETE 1/2" 9 3 5 219 229 0.6 1.7 3.8 1,2,3 5 PUMP SCHEDULE OREQUSALENT 5B UPONOR hePEX 105 POWDER ROOM 30 24 CERAMIC TILE 12" 9 1 5 40 50 02 02 0.1 1,2 UNIT MANUFACTURERS TOTAL ELECTRICAL DATA 6A UPONOR hePEX 106 LIVING 1035 20 WOOD FLOORING 1/2" 9 7 5 197 207 0.6 4.4 3.4 1,2,3 TAG MODEL NO. SERVICE LOCATION TYPE GPM HEAD REMARKS (FT) V/PH/Hz HP/W 6 6B UPONOR hePEX 108 PANTRY 20 20 WOOD FLOORING 12" 9 1 10 27 47 0.1 0.1 0.0 1,2,3 P1 GRUDFOS B-1 CRAWLSPACE INLINE 16.1 6.0 115/1/00 106W 1,4 MN3NA3 32-60F 7A UPONOR hePEX 113 DINING 425 20 WOOD FLOORING 1/2" 9 3 5 188 198 06 1.8 3.3 1,2,3 GRUDFOS P-2 B-2 CRAWLSPACE INLINE 16.1 BO 115/1/80 106W 1,4 7 - MAGNA332E0F 7B UPONOR hePEX 114 OFFICE 130 20 WOOD FLOORING 12" 9 1 10 173 193 0.5 0.5 2.3 1,2,3 GRUNDFOS P-3A&B RADIANT CRAWLSPACE INLINE 16.0 16.5 115/1/60 178W 1,4,DUTY STAND BY OPERATION NVAGNA332-100F 8A UPONOR hePEX 203 MASTER BEDROOM 485 18 CARPET 12" 9 3 5 215 225 0.6 16 37 1,2,3 GRUNDFOS J 8 P-0 HP-0OSA(HC-1) CRAWLSPACE INLINE 6.9 21.0 115/1/60 197W 1 88 UPONOR hePEX 202 LAUNDRY 75 23 CERAMIC TILE 12" 9 1 10 100 120 0.4 0.4 1.0 1,2 GRUNDFOSUP326-99 FC W P-5 SNOWMELT INT. CRAWLSPADE INLINE 17.1 16.0 115/1/60 197W 1 M 9 9A UPONOR hePEX 207 MASTER BATH 190 30 CERAMIC TILE 12" 9 2 5 126 136 0.6 1.2 2.3 1,2,3 GRUNDFOS P6 UPS 26-150 FC SNOVMAELT EXT. CRAWLSPACE INLINE 15.6 26.0 115/1/60 370W 2 O 1-30%PROPYLENE GLYCOL,2-PROPERLY INSULATE ALL LEADERS-CONTACT ENGINEER IF DISTANCES SHOWN ARE EXCEEDED,3-FLOOR SENSOR - P-7A&B DHW CRAWLSPAGE INLINE ^ 22 200 115/1180^370W 1,DUTYSTAND BY OPERATION UP328-150 FC LLLC.N`LLLF HEAT EXCHANGER SCHEDULE OR EQUIVALENT GRUNDFOS GEOTHERMAL (rC1 P-8A&B CRAWLSPACE INLINE 26.1 25.0 115/1/60 442W 3,4,DUTY STAND BY OPERATION UNIT MANUFACTURER& TOTAL __ _ v,^ SECONDARYSIDE DIMENSIONS MV°GNA340-120 DISTRIBUTION 0 TAG MODEL NO. SERVICE LOCATION MBH ®®® PD(FT) ®�� PD(FT) (VVxLxH) REMARKS ' 1-30%PROPYLENE GLYCOL,2-50%PROPYLENE GLYCOL,3-25%PROPYLENE GLYCOL 4-VARIABLE SPEED 5 Z (/) O ®TTTPRIANGLE%0 TUBE SNOWMELT CRAWLSPACElin 140 120 ®E 106.6 130 M® 4.9X20.9x4.8 FIELD INSULATE HEAT EXCHANGER ► ELECTRIC DUCT HEATER SCHEDULE OR EQUIVALENT '` UNIT MANUFACTURER& CAPACITY #OF DIMENSIONS EAT LAT ELECTRICAL DATA U �J EXPANSION TANK SCHEDULE OR EQUIVALENT TAG MODEL NO. SERVICE LOCATION REMARKS (BTU/H) STAGES [11/AN] (°F) (°F) KW AMPS V/PH/Hz Z TANK ACCEPT DIMENSIONS CHARGE RELIEF OPER. ADD ALTERTERNATE.CONTRACTOR TO LEAVE ROOM FOR FUTURE INSTALL 1 1 UNIT MANUFACTURER& WATER RENEWARE DUCT MOUNTED LLI SERVICE LOCATION VOLUME VOLUME PRESSURE PRESSURE WEIGHT REMARKS EDH-1 FC-1 BYPASS 8,475 SCR 12x12 55 65 4.0 11.1 208/3/60 WITHIN BYPASS DUCTING.PROVIDE A PROVING SWITCH,DISCHARGE AIR Z ^^ TAG MODEL NO. (GAL) (GAL) DIA(IN) H(IN) (PSI) (PSQ TEMP(°F) (LBS) EK-1212004SCCH CRAVVLSPACE AR SENSOR,8''COLLAR,SCR CONTROLS M ///yLL ET-1 ROL HVDRONIC CRAWLSPACE 14.0 11.3 15.375 21 12 30 140 118 - ` 'AMT U) EXTROL 90 HEATING ET-2 'MRTROL SNOWMELT CRAWLSPACE 7.6 2.5 11 23 12 30 130 35 - Q CO EXTROL 60 ET-3 PNTROL GEO SYSTEM CRAWLSPACE 20.0 11.3 15.375 32.5 12 30 80 200 EXTROL SX-40V GLYCOL FEEDER SCHEDULE OR EQUIVALENT TANK DIMENSIONS ELECTRICAL DATA OPER. UNIT MANUFACTURER& FREE FLOW SERVICE LOCATION VOLUME WEIGHT LOCATION - TAG MODEL NO. (GAL) L(IN) W(IN) H(IN) (GPM) W V/PH/Hz (LBS) AEC PROJECT#: 18032.00 GF-1 MF00 HEATING CRAWLSPACE 6.6 11.75 11.75 16.00 0.7 50 120/1/60 65 - DATE: ISSUE: GF-2 AXIOM SNOWMELT CRAWLSPACE 17 11.75 11.75 36.00 0.7 50 120/1/60 160 - MF3oo 07-27-20 CD SET GF-3 AXIMF 00 GEO SYSTEM CRAWLSPACE 66 11.75 11.75 1600 07 50 120/1/60 65 - 01-18-21 ELEC UPDATE Q 04-26-21 RFI-#40 07-30-21 HEAT PUMP UPDATE Q 10-29-21 RFI-#109 03-04-22 CHANGE ORDER#2 Q Drawn By: Checked By: BLU TOC MECHANICAL SCHEDULES M-600 13 of )tECEI ED COPYRIGHT AA rnN„EcNkcL eAwEreNc CONSULTANTS. 05/17/2022 ASPEN BUILDING DEPARTMENT I1 GRADING AND DRAINAGE NOTES: ° Jd° I. AIR SPADING REQUIRED AT LIMITS THAT WERE PUT FORTH . n ° - I''"- BY CITY FORESTER FOR MICRO-PILE WALLS AND SOILiL S ' NAILING.SEE ARCHITECTURAL I/A103. #� 0 Al 5th ST 2. SEE ARCHITECTURAL PLANS FOR PAVING DETAILS/SECTIONS Ii � a �< -_.-._ ° Graphic Scale I III ... ° � nR.er r s ��: fln b ■.. ie o em X�og `�x v�E iar ,ex m r �m rn : IIo I. 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