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AGENDA CITY COUNCIL WORK SESSION December 5, 2022 4:00 PM, City Council Chambers 427 Rio Grande Place, Aspen I.Work Session I.A Recreation Facilities Master Plan Update I.B Childcare- Council Goal: Childcare Capacity Goal Update I.C Burlingame Early Childhood Education Center ZOOM Join from a PC, Mac, iPad, iPhone or Android device: Please click this URL to join. https://us06web.zoom.us/j/81068891081? pwd=M1ROYTJ2NDhtU252aHoxOEdXTnFSdz09 Passcode: 81611 Or join by phone: Dial(for higher quality, dial a number based on your current location): US: +1 719 359 4580 Webinar ID: 810 6889 1081 Passcode: 81611 International numbers available: https://us06web.zoom.us/u/kepaegLHPL 221128-Memo_Recreation_Facilities_Master_Plan_Update_final.docx 120522_Aspen Rec MasterPlan_City Council Worksession_Final (1).pdf 12.5.22 Childcare Capacity Goal Update Memo.docx 12.5.22 Exhibit A Waitlist information (1).xlsx 12.5.22 Exhibit B Bishop Plumbing Bid.pdf 1 Council Memo_Burlingame ECE Center_12.05.22 work session.docx Exhibit A_ Burlingame ECE Center_Schematic Design.pdf 2 MEMORANDUM TO: Mayor and City Council FROM: Scott Chism, Director of Business Services Desiree Whitehead, Manager of Recreation THROUGH Austin Weiss, Parks & Recreation Director MEMO DATE: November 28, 2022 MEETING DATE: December 5, 2022 RE: Recreation Facilities Master Plan Update RECREATION FACILITIES MASTER PLAN Business Services and the Recreation Department are seeking to provide Council with an update on the Recreation Facilities Master Plan. Staff is seeking an understanding of Council’s expectations in regards to community engagement concerning recreation and community use option at the Aspen Ice Garden, including the value of an in-town sheet of ice. SUMMARY / BACKGROUND: The consulting team, Perkins & Will, Rowland + Broughton and DHM Design has begun the Recreation Facilities Master Plan project with a discovery process that has included an extensive study and analysis of recreational uses that occur at the City’s three recreational facilities. A collection of ‘big idea’ concepts has been prepared by the consultant team in collaboration with city staff for the Aspen Ice Garden (AIG) and the Aspen Recreation Center (ARC) for Council review and discussion. Recreational amenities at the Red Brick Recreation Center have been reviewed for comparison with AIG and ARC amenities, but facility recommendations for the Red Brick will be integrated into an upcoming Red Brick building master plan process and not specifically included in this Recreational Facilities Master Plan set of deliverables. Following Council work session discussion, an outreach effort will begin in early 2023 to engage with the public and stakeholders, City Council and the Recreation Advisory Committee to refine proposed solutions to current and future public recreation facilities use challenges. DISCUSSION: A Recreation Facilities Master Plan has been commissioned to: • Synthesize previous study of recreational needs within the Aspen community; • Identify potential improvements to the AIG and ARC; • Gain clarity in how potential future investment could yield benefit to the recreational programs and amenities enjoyed by Aspen residents and visitors; • Create a usable ‘roadmap’ of concepts and recommendations to implement potential future facility improvements; The process of developing a Recreation Facilities Master Plan includes four primary phases of work that were initiated in 2022 and will be completed in 2023. The four primary phases of work include: • Discovery; • Big Ideas; • Making Decisions; • Recommendations; The consultant team has completed the Discovery work phase, which has included a review of previous studies, recreation program priorities and analysis of the existing buildings and sites. A development of program opportunities, initial building concepts and ‘test fits’ to the AIG and ARC sites has followed the Discovery work phase. These Big Ideas will be presented for Council review and consideration. Council review will mark the beginning of a decision-making process that will include extensive public and stakeholder input as well as refinement of facility design concepts and cost estimates. The project will be concluded with a series of recommendations to be presented to Council that will include a Consensus Master Plan, final design concepts, budget estimates and a final report. One of the primary outcomes of this project’s Discovery work phase and consideration of Big Ideas has been the realization that a fundamental question has to be answered to provide clear direction for development of an Aspen Recreational Facilities Master Plan. That question relates to how and where Aspen’s second sheet of recreational ice is provided for public use. The Aspen Ice Garden (AIG) site is a city block in Aspen that is centrally located and has potential to provide multiple community benefits including for a variety of recreational, housing and parking needs. The AIG site has great significance relative to development of public recreation in Aspen. The site continues to be significant for consideration of future community uses and needs. The AIG currently has one of Aspen’s two sheets of ice used for a variety of ice skating and ice hockey program needs. The AIG has many facility deficiencies that equate to significant potential expenditures, which this Recreation Facilities Master Plan will provide guidance for. The location of Aspen’s second sheet of ice will determine how recreational facility capital projects will be planned and prioritized at the AIG and ARC sites. CITY MANAGER COMMENTS: City of Aspen Recreation Facilities Master Plan City Council Worksession December 5, 2022 Purpose ▪Synthesize previous studies of recreational needs, housing and parking within the Aspen community ▪Identify potential improvements to the Ice Garden and Aspen Recreation Center (ARC) ▪Gain clarity in how potential future investment could yield benefit to the programs and amenities residents and visitors have enjoyed ▪Create a useable roadmap of concepts and recommendations to implement potential future improvements Process Discovery Review of Previous Studies Program Priorities Existing Building Analysis Site Analysis Big Ideas Program Opportunities Initial Building Concepts Site Test Fits Making Decisions Public and Stakeholder input Council Guidance Recreation Advisory Committee Review and Approval Refined Design Concepts Cost Estimates Recommendations Consensus Master Plan Final Design Concepts Budget Estimates Final report We are here Late 2022 Early 2023 Study Area ARC Ice Garden Red Brick Discovery • 2009 ARC Advisory Committee Aspirations and Action • 2015 Assessments and Capital Accumulations Plan • 2015 PROS Aspen Recreation Business Plan Update • 2019 Novak Organizational Parks and Recreation Assessment • 2020 SFA Market Opportunity Report Aspen Ice Garden Aspen Recreation Center Red Brick Center Overflow, or potential programs removed from consideration at direction of Design Committee Extensive Community Input Due Diligence Thorough Existing Building Review ▪Review of existing conditions ▪Functional and operational analysis ▪Program evaluation and location of activities ▪Code and accessibility study ▪Structure and infrastructure observation ▪Site and parking analysis SWOT Analysis Top priorities Synthesis Outdoor Amenities ▪Leisure Pool/Spa ▪Splash Ground/Plaza 12 Month Amenity ▪Maintain Outdoor Field Quantity Other Priority Needs ▪Housing ▪Parking Indoor Amenities ▪Gymnasium/ Walking Track ▪Health/Wellness Fitness Areas ▪Group Exercise ▪Child Watch ▪Food Area ▪Family/Community Use ▪Meeting / Multi-purpose Space ▪Maintain 2 Ice Sheets w/i City Ice Garden or Community Recreation Downtown? The Fundamental Question…. Masterplan Option 1 ▪Keep Ice Downtown ▪Maximize Recreation at the ARC Masterplan Option 2 ▪Develop new Recreation/Community Use at the Ice Garden Site ▪Consolidate Ice at the ARC Big Ideas The Ice Garden Renovation Priorities Functional Improvements ▪Parking ▪Better Spectator Seating ▪ADA accessibility ▪Code Upgrades ▪Better Public Gathering and Food Service System Improvements ▪Roofing and Structure Upgrades ▪Ice Plant ▪Mechanical and Electrical Systems ▪Drainage Improvements ▪Envelope Insulation Can the Facility Be Renovated Cost-Effectively? Ice garden Renovation -Fails to address need for parking -Limited functional improvement without added area -Large investment in non-program improvement +Maintains historical use Master Plan Option 1 Ice garden +Addresses need for parking -Underground costs +Maintains historical use +Adds minimal housing ARC +Provides gym & fitness at the ARC +Allows location for outdoor pools +Improves circulation and control -Requires Relocation of the pavilion Replace Ice at the Ice Garden Add/Enhance Recreation at the ARC Master Plan Option 1 Replace Ice at the Ice Garden Add/Enhance Recreation at the ARC Master Plan Option 1-Alternate Replace Ice at the Ice Garden Add/Enhance Recreation at the ARC Master Plan Option 2 Downtown Site +Community recreation use downtown -Underground costs +Addresses need for parking +Adds some housing ARC +Efficiency of 2 sheets of ice at a single location +Allows area for outdoor pools -Cost of building fields above Ice Rink Community/Recreation Uses at the Ice Garden Site Consolidate Ice at the ARC Master Plan Option 2 Community/Recreation Uses at the Ice Garden Site Consolidate Ice at the ARC Master Plan Option 2 -Alternate Community/Recreation Uses at the Ice Garden Site Consolidate Ice at the ARC Summary Ice Stays at Ice Garden ▪Replace Ice Garden Current Location ▪Add Subgrade Parking ▪Add Limited Housing ▪Improve player and spectator areas ▪Improve Gathering and Food Service ROM Cost $$$ ARC ▪Add gymnasium and fitness addition ▪Add outdoor sprayground / aquatics ▪Internal Renovation and Program Improvements ROM Cost $$ Recreation Use Downtown ▪Recreational Uses at Ice Garden Site ▪Add Gymnasium, Fitness and Youth Activities ▪New Parking ▪Adds Housing ROM Cost $$$ ARC ▪Add Ice sheet subgrade below rooftop fields ▪Add Gymnasium and Fitness Addition ▪Add outdoor sprayground / Aquatics ▪Internal Renovation and Program Improvements ROM Cost $$$$ Master Plan Option 1 Master Plan Option 2 Alternate ▪Adds more housing ROM Cost $$$$ Alternate ▪Adds Gym/Fitness Addition at ARC ROM Cost $$$$$ Public Outreach Plan Stakeholder and Public Engagement Plan Outreach next steps ▪Update Outreach Plan and review with city communications staff and project team ▪Select dates for open house event ▪Finalize PR / advertising Thank you Page 1 of 5 MEMORANDUM TO: Aspen City Council FROM: Megan Monaghan and Nancy Nichols Co-Managers, Kids First THRU: Sara Ott, City Manager, Diane Foster, Assistant City Manager Scott Miller, Assistant City Manager MEETING DATE: December 5, 2022 RE: Council Childcare- Council Goal Childcare Capacity Goal Update PURPOSE: The purpose of this memo is to provide a progress update on City Council’s Critical 2-year childcare capacity goal including wage enhancement for Pitkin County licensed childcare staff, Yellow Brick rent subsidy, and how both support the goal to increase recruitment and retention of the early childhood workforce. SUMMARY & BACKGROUND: At the September 19, 2022, goal update work session, City Council agreed that staff should focus more time and energy on workforce recruitment and retention while continuing to monitor building space needs and possible funding opportunities. • City Council also agreed to allocate 75% of the dedicated sales tax to childcare to support childcare staff, wages, and housing needs. • City Council would consider a one-year pilot program eliminating rent charges at the Yellow Brick Building. Council would then like more information about how the childcare lease holders would use the savings to support staff. • Additionally, City Council requested information and costs for adding snow melt systems to the east and west building entrances during the 2023 replacement project. The Kids First Advisory Board supports this request. Kids First Advisory Board and staff are grateful for the opportunity today to present more information and outline recommendations to move this critical work forward in 2023. Page 2 of 5 DISCUSSION: 1. Wage Enhancement Grant Funding to increase the ability for licensed childcare staff to afford to live and thrive near the community in which they work. The estimated award based on the budget and the number of early childhood staff would be $500 per FTE, per month ($6,000 annual cost per FTE). Staff is recommending an initial program launch to be limited to programs within the City of Aspen. The Kids First Advisory Board recommendation is to provide this funding to all licensed childcare programs in Pitkin County, for five years, this would give staff the opportunity to understand how Pitkin County plans to roll out their program and if they plan to continue the program past the three years of ARPA funding. Additionally, a more limited geography would increase the likelihood that the program would be rolled out at the start of the new year. To receive these funds, the childcare programs will report to Kids First staff with program planning demonstrating how they plan to increase revenue to meet the wage increase in years 6 through 10, until they are fully meeting the wage increase amount. There are a range of strategies childcare programs could implement to increase revenues during this time. Examples of these include increasing tuition yearly based on a percentage (%), an incremental rise in tuition to cover the real cost of providing care, fund-raising events, and grant writing. The impact of tuition increases would be mitigated by the Kids First financial aid program that is structured to increase the support that qualifying families receive as tuition rates are increased. There is a strong likelihood that over the out-years the Kids First financial aid budget will need to be increased to support families. Financially, this program will be structured so that childcare programs can begin raising tuition yearly over the five or ten-year period enabling the childcare program to have adequate operational funds to cover the work stipend for teachers moving forward without the support from the Wage Stipend program. For example: Childcare Program A has three teachers at $500 per month, then it is $1,500 per month in total for that provider for subsidy. If we phase this City support out over five years, the monthly amount goes down by $300 each year and is what the provider must then start receiving in its tuition. For Program A, $300 is about 1% of its current monthly tuition collection of approximately $30,400.00. Program A would need to increase tuition by 1% each year to cover the reduced City support. That is $15.79 per MONTH per child, which if you divide it by 20 days a month is $0.79 more a day. The chart below shows options for funding the program over five or ten years, with a “straight line” phase out over five or ten years, with the same reduction in the stipend each year. Programs would be required to increase their tuition rate a small percentage each year to offset the stipend reduction. Not shown is the Kids First Board recommendation of a five-year flat $500 stipend with a 5-year phase out. A Pitkin County-wide version of that program would cost slightly less than $5 million over the ten-year period Page 3 of 5 2. Yellow Brick Building Rent Subsidy – Kids First Advisory Board and staff recommend that childcare lease holders rent costs are fully subsidized by the city as a pilot program in 2023. Programs will still be expected to pay for utilities and be mindful users of resources such as water, gas, electricity, and trash services. Kids First staff will work with the programs to approve a plan that demonstrates how the money saved in rent will be used to support staff recruitment and retention. The City currently pays for all major capital improvements in the building and subsidizes the operations and maintenance; the rent subsidy will increase this benefit to childcare tenants substantially by freeing up these funds. This support also makes it more attractive for the new program to serve infants and toddlers in the available classrooms. Currently childcare programs in the Yellow Brick Building pay $11 annual s/f cost resulting in approximately $135,000 revenue. This rent subsidy agreement will be added to the lease language for 2023 and will be considered a pilot program with continued support based on results. This rent subsidy agreement with the city and Kids First would be voluntary, with information reported back to city council during 2023 work sessions. City Council and Kids First Advisory Board have specified that the savings in rent to childcare programs in the Yellow Brick be passed along to benefit and directly support childcare staff. 3. YELLOW BRICK BUILDING ENTRY STEPS REPLACEMENT PROJECT The concrete steps and entrance areas at the Yellow Brick have deteriorated with age, wear, and weather. Repairs have been made every year by patching the concrete and filling the joints. Staff proposed and received approval for replacement of the two entries. City Council asked Kids First to provide information about adding a snow melt system to the two entries. A bid for $54,731.96 was received for a hydronic system using two smaller new electric boilers one for each entrance. It was further recommended by City of Aspen Asset Department to have a $25,000.00 contingency for additional electrical work and overrides with the total request of $79, 731.96. There is also a possibility to go with a thermal wiring electric system which we have not yet received the bid. In Page 4 of 5 addition, the Yellow Brick building would have an average daily cost of $80.00 to operate the system based on weather data of 70 average days of snow a year. The cost and addition of a snow melt system to this project would greatly reduce the possible safety issues for tenants and families accessing the building on a regular basis. With approval from City Council Kids First will add a snow melt system to the project. The Kids First Advisory Board voted and passed a positive recommendation to including snow melt in the Yellow Brick Entry steps replacement project. Exhibit B – Bishop Plumbing Snow Melt Bid RELATED UPDATES: • Waitlist online platform - Development of a regional waitlist platform: The Rocky Mountain Early Childhood Council (RMECC) has signed a contract with BridgeCare. BridgeCare is a user- friendly, web-based tool that connects local families with available childcare openings. It also allows providers to market their programs, highlight their services and staff, and manage enrollment and their waitlists. Kids First staff and community partners have been working to plan the rollout of this program. Community wide rollout is key to program success. At this time an early 2023 implementation is planned. See Exhibit A our collected waitlist data. • CMC room almost ready to open Dan Ruiz and her staff plan to open the infant room, Little Steps College on December 5th! This program has been heavily subsidized by Kids First with start-up funding, materials, equipment, and coaching. We can celebrate the increased capacity of care for eight additional infants per day Monday -Friday! • YB program RFP accepted by KFAB, waiting for signed lease Kids First staff has been meeting with the new providers to sign a lease for the available Yellow Brick spaces. This new provider will be leasing 4 classroom space and serve infants from 6 weeks, toddlers, and preschoolers. children from infants to 5 years of age. Kids First will work closely with the new provider to assist in all aspects of opening a new childcare program. Partnering to support a new program including information sharing, funding for materials and equipment, and mentoring will be key components in enabling this provider to be successful. • Hiring Bonus for Childcare staff Kids First has seen success in providing newly hired childcare staff with a hiring bonus. To date the program has received and paid twelve new childcare employees each a $1,000 of the $1,500 bonuses being offered. Employees must still be employed six months after their hiring date to receive the additional $500. The childcare programs have indicated that this hiring bonus has been a great incentive for potential new hires. Policy and Planning to Support Childcare Capacity FINANCIAL IMPACTS: Any expansion of childcare capacity and programming will impact the Kids First fund. • The wage enhancement will come directly out of the Kids First Operating budget, supplemental appropriation, approved by City Council. • The YB rent subsidy will be a reduction in revenues in the Kids First operating budget. • The capital improvement funding will come from the Kids First Fund. The installation of and cost to run the snow melt system will impact the Kids First operational budget • The increased tax split will help to fund all of these programs Page 5 of 5 ENVIRONMENTAL IMPACTS: We recognize that any future increase in capacity at the Yellow Brick carries an impact, and this has been a part of the conversation with the larger community group as they have considered locations that are in Aspen, Burlingame, or out of town (within in the urban growth boundary). Factors under consideration include access to public transportation, minimizing environmental impacts. These will continue to be an integral part of the discussion. While the snowmelt system will have a negative carbon impact, each version of snow melt systems will be powered by electricity. Since the City of Aspen electricity is carbon natural there will be a minimal impact. The Kids First Board thought that the use of snowmelt in a very limited capacity at the Yellow Brick was an appropriate trade off for the significant increase in safety for the parents, children, teachers, and staff. POLICY QUESTIONS FOR CITY COUNCIL: 1. Wage enhancement funding: Does Council agree to limiting the launch of this program initially to early childhood education programs located within the City, with the potential to expand the program to all of Pitkin County in the future? 2. Yellow Brick Rent subsidy: Does City Council support the elimination of rent for ECE programs at the Yellow Brick, while still charging proportionally for utilities and trash/recycling services? Should this be a one-year pilot program or is this being considered as on-going into the future with the tenants at the Yellow Brick building? 3. Yellow Brick snow melt for stair replacement project, does City Council support the addition of snow melt systems to the Yellow Brick entry capital project? RECOMMENDATIONS: Staff recommends the above changes for City Council approval. Alternatives: 1. Wage enhancement funding: City Council could direct staff to return with different recommendations and funding solutions. This could include partnering with Pitkin County from the start. Another alternative would be asking programs to increase tuition now and self- funding, while we increase the budget for financial aid. 2. Yellow Brick Rent subsidy: is this a pilot program, or don’t fund. 3. Yellow Brick snow melt for stair replacement project – continue using salt melt. EXHIBITS: A. Waitlist Information/Chart B. Bishop Plumbing Snow Melt Bid Current Waitlist Information - numbers and classrooms SCENARIO #1 -- All families are on mulitple waitlists Ages children per classroom Infants - pre-natal to 18 months Number of Children 214 /8 Toddlers - 18 mo - 2.5 years Number of Children 96 /10 Preschool - 2.5 to 5 years Number of Children 215 /16 TOTALS 525 Total Children SCENARIO #2 -- All families are on one waitlist Infants - pre-natal to 18 months Number of Children 43 /8 Toddlers - 18 mo - 2.5 years Number of Children 24 /10 Preschool - 2.5 to 5 years Number of Children 43 /16 TOTALS 110 Total Children NOTE: There are somewhere between 110-525 children on waitlists in Pitkin County the discrepency i their child on multiple waitlists. For reporting: 5 programs reporting each individual child is on more than one list waitlist For reporting: 5 programs reporting each individual child is only on one waitlist classrooms # of total actual programs serving age 27 5 10 4 14 5 51 CLASSROOMS 5 5 3 4 3 5 11 CLASSROOOMS is based on multiple families putting Page 1 of 6 MEMORANDUM TO: Mayor Torre and Aspen City Council FROM: Jen Phelan, Development Manager and Megan Monaghan, Kids First Co-Director THROUGH: Diane Foster, Assistant City Manager Scott Miller, Public Works Director MEETING DATE: December 5, 2022 RE: Schematic Design, Burlingame Early Childhood Education (ECE) Center REQUEST OF COUNCIL: At the work session on August 22nd, staff updated City Council on the design progress of the center, received direction from Council on a number of items, as well as a request from Council for additional information. Staff has continued to move towards completion of schematic design of the Burlingame ECE center with the preferred Hillside concept. Staff has also collected data on childcare capacity needs, information on staffing needs for the center, and how the existing density cap in the subdivision may be amended. This memo will provide the schematic design for consideration, information on the above noted topics, and requests confirmation of next steps for the project. Additionally, staff will be discussing an increase in the scope of the project and a corresponding change order request. Figure 1: Burlingame ECE center SUMMARY AND BACKGROUND: To progress a critical City Council goal to increase childcare capacity, staff issued a request for proposal (RFP) to develop a childcare facility in the Burlingame subdivision, selected Page 2 of 6 the proposal submitted by design firm Land and Shelter and requested Council approve the contract. Since the contract’s execution, staff and the consultants have engaged in public outreach on the project, created an Executive Committee, and Design Advisory Group (DAG) to provide guidance on design concepts for the site (an appendix to Exhibit A with this background information can be provided if requested). In August, Council directed staff to move forward to schematic design with one of the two concepts presented. The selected Hillside concept provides a design where the ECE center is a standalone building on the park parcel and includes a multi-family building on two adjacent lots that are approved for residential development. An executive summary of the project by the design team is provided on pages 8 and 9 of Exhibit A. Figure 2: Hillside site plan Schematic Design. The programming for the ECE center includes seven classrooms that can serve up to ninety-four infants, toddlers, and preschoolers (Exhibit A). A gross motor room, administration space, entry area and circulation, adequate storage, and support space make up the building’s program. A focus on day lighting, access to outdoor play space, and incorporation of sustainable design techniques is Page 3 of 6 included in the design. Parking for the ECE center is proposed with thirty-two initial stalls, some with covered parking to provide additional solar capability. If warranted, as concerns about parking and traffic have been raised by Burlingame residents, ten additional stalls can be accommodated on the site. Access to the ECE center is proposed via Harmony Road. The multi-family building provides an at grade level of parking, with four housing units on the second and third stories comprised of a one-bedroom unit and three two-bedroom units. Access to the housing is from Paepcke Drive and the height of the building is similar to Burlingame Phase III housing. As part of the design process, cost estimates for both concepts were provided by an estimator. The Hillside concept was estimated to cost $20,244,999.00 with a construction completeion date of October 2024. With continued refinement of the design and some previous add alternates included in the shematic design (items that were not included in the base design but could be incorporated), the updated cost estimate included in Exhibit A has increased, with a range on the low end of $26,311,199.00 to a high of $29,634,707.00. This number includes construction of both the ECE center and housing covering the hard costs of the project, not soft costs. Below, the costs are broken out by construction of the ECE center, the housing component, and site work. Table 1: Construction cost of site components Element Low Medium High Hillside Housing $6,175,217 $6,500,228 $6,955,244 Escalation $442,578 $465,871 $498,482 Sub-total $6,617,794 $6,966,099 $7,453,726 Hillside ECE $13,208,924 $13,904,131 $14,877,420 Escalation $946,683 $996,509 $1,066,264 Sub-total $14,155,608 $14,900,640 $15,943,684 Hillside sitework $5,167,436 $5,439,407 $5,820,165 Escalation $370,350 $389,842 $417,131 Sub-total $5,537,786 $5,829,249 $6,237,296 Total $26,311,188 $27,695,988 $29,634,707 Figure 3: East elevation Staffing Needs for the Building. Each classroom requires three staff people or twenty-one people if all seven rooms are occupied. Assuming some administrative staff, the overall number of staff needed is estimated at approximately twenty-four for the building. Capacity Needs. At the August work session Council requested more data to get a better understanding of childcare capacity needs within the valley. Currently, Kids First and other community partners are Page 4 of 6 developing an online platform that can track available childcare openings, manage enrollment, and waitlists. This platform is not live yet and implementation is planned for early 2023. However, Kids First has been informally tracking waitlist information and can provide the following estimates. Currently, with the six operators that have worked with Kids First to provide data within Pitkin County, there is a childcare waitlist that ranges from 110 to 525 children (with the assumption that some children are on multiple waitlists). Table 2: Waitlist data (multiple waitlists) Scenario #1 - All families are on multiple waitlists Ages For reporting: 5 programs reporting each individual is on more than one waitlist Children per classroom Classrooms # of total actual programs serving age Infants – pre-natal to 18 months Number of children 214 /8 27 5 Toddler - 18 months to 2.5 years Number of children 96 /10 10 4 Pre-school - 2.5 to 5 years Number of children 215 /16 13 5 Totals 525 Total Children 50 Classrooms Table 3: Waitlist data (one waitlist) Scenario #2 - All families are on one waitlist Ages For reporting: 5 programs reporting each individual is only on one waitlist Children per classroom Classrooms # of total actual programs serving age Infants – pre-natal to 18 months Number of children 48 /8 5 5 Toddler - 18 months to 2.5 years Number of children 24 /10 3 4 Pre-school - 2.5 to 5 years Number of children 43 /16 3 5 Totals 110 Total Children 11 Classrooms To get an idea of how many classrooms the waitlist represents, the waitlist range is divided by the number of children that can be accommodated per classroom. An infant class can accommodate up to eight children, a toddler class up to ten, and a pre-school class up to fourteen. This represents a potential need of between five to twenty-seven classrooms for infants, three to ten classrooms for toddlers, and three to thirteen classrooms for pre-school aged children, or an overall need of between eleven to fifty classrooms. Page 5 of 6 Figure 4: Interior renderings Density Cap. Burlingame Ranch was originally approved to be developed with 236 housing units consisting of a mix of multi-family and single-family dwellings. In 2009 an amendment to the density cap was approved by the HOA increasing the cap to 256 units, consisting of 13 single-family and 243 multi-family dwellings. The city agreed to several concessions as part of the negotiations. Additionally, the city agreed to language changes to the declarations with a provision that currently requires any future increase in density to be via unanimous approval by one hundred percent of the unit owners. Presently, the number of occupied units in Burlingame is one hundred and seventy-seven. In order to increase the cap to accommodate the proposed multi-family building on Lots 3 and 4 rather than using the lots for two single family residences, the city will need to approach the master HOA for consideration of amending the existing covenants. If both entities can agree on the terms of any potential language, the changes would then need to be put to a vote of the homeowners. Change Order Request. Based on an initial massing study of the site, the RFP and resulting contract with the design team assumed a maximum build of 12,000 square feet in the development of the ECE center and housing. With development of the ideal program for the ECE center and the housing component, the resulting square footage exceeded the parameters of the contract and the design team has requested a change order to reflect the increased scope of work. Based on initial numbers provided by the design team, the scope increase is 52.96% larger than originally scoped. Staff and the lead architect have been negotiating the dollar amount of the change order and staff has proposed an amount of $87,133.00, which reflects an increase in the original fee for certain vendors based on the incremental increase in the size of the building. DISCUSSION: Staff would like to confirm with City Council next steps for this project as well as receive consent for the change order. Project Next Steps. With the schematic design complete and a construction cost estimated for the project, City Council needs to determine next steps for the project. Two options that Council can consider is to 1) continue moving towards completion of construction documents, or 2) pause the design work and focus on how to fund the project. By moving forward with the design work, City Council can move toward entitling and vesting the project so it is permit ready; however, with the potential need for a capital campaign to fund the project, City Council may want to pause any further work on the design and entitlements until it has a better idea of how and when the project may be funded. If moving forward with the design is the preferred route, there are two options: 1) continue design work to a point where a land use application can be submitted, entitlements can be acquired for the project and then reevaluate at that point or 2) continue with the existing contract through construction documents. Otherwise, Council can consider pausing work on the project. Staff is requesting direction as Page 6 of 6 to whether to proceed towards entitling the project and possibly developing construction documents or whether design work should be paused due to funding needs. If Council is interested in advancing this project staff will need to understand 1) if there is any design feedback on aspects of the project Council may have, 2) whether the multi-family housing component should be included in the scope, given the requirement of getting consent from the HOA and unit owners to increase the density allowance for the subdivision. Additionally, as the size of the project has increased compared to the original contract, staff will need to understand any anticipated cost changes to the contact that may be requested. If the project does move forward, continued review of costs and potential design alternatives that can reduce the overall cost of the project can be developed. Change Order. As described earlier in the memo, the overall size of the ECE center and housing is greater than originally scoped and staff has negotiated a fee increase due to a change order request. If the change order is affirmed by Council, a formal request will be scheduled on the December 13th consent agenda. RECOMMENDATION: Staff recommends approval of the change order and requests direction on aspects of the project, most importantly, whether to move forward with design and entitlements or whether to pause due to the capital requirements of the project. EXHIBITS: Attachment A: Hillside schematic design ASPEN BURLINGAME - EARLY CHILDHOOD EDUCATION CENTER SCHEMATIC DESIGN SUBMITTAL NOVEMBER 25, 2022 Aspen Burlingame - Early Childhood Education Center 3 Aspen Burlingame - Early Childhood Education Center TABLE OF CONTENTS TABLE OF CONTENTS PROJECT DIRECTORY PROJECT SCHEDULE EXECUTIVE SUMMARY ARCHITECTURAL NARRATIVE PROGRAM DRAWINGS RENDERINGS CIVIL LANDSCAPE STRUCTURAL MECH, ELEC, PLUM, TECH & ACOUS. FOOD SERVICE SUSTAINABILITY DAYLIGHT ANALYSIS ENERGY ANALYSIS TRAFFIC COST ESTIMATE APPENDIX MOBILIZATION PROJECT KICK OFF PROGRAM WORKSHOP REFINED PROGRAM PROGRAM PRESENTATION DAG #1 DAG #2 CONCEPT DESIGN COST ESTIMATE PROJECT UPDATE CLASSROOM DESIGN DAG #3 SCHEMATIC DESIGN PRICING SET CONTENTS 129-270 130-132 134-147 148-157 158-181 182-191 192-205 206-218 220-241 242-254 256-258 260-270 271-347 3 4-5 6-7 8-9 10-61 10-11 12 14-39 40-61 62-71 72-89 90-101 102-108 110-113 114-121 114-117 118-121 122-124 126-127 Please note: To return to Table of Contents, please click on footer. 4 Aspen Burlingame - Early Childhood Education CenterPROJECT DIRECTORY OWNER ARCHITECT OF RECORD Land+Shelter 16 North 4th Street Carbondale, CO 81623 970.963.0201 www.landandshelter.com Andi Korber Principal 970.366.1582 andi@landandshelter.com CIVIL ENGINEER Sopris Engineering LLC 502 Main St Ste A3 Carbondale, Colorado 81623 970.704.0311 www.soprisengineering.com Jesse Swann Project Manager/Principal 970.219.0266 jswann@sopriseng.com STRUCTURAL ENGINEER Evolve Structural Design 1040 Main Street Carbondale, Colorado 81623 970.510.0773 www.evolvestruct.com Sara Mickus Principal 970.618.7708 sara@evolvestruct.com Eric Hiner, PE Project Manager 405.385.1337 eric@evolvestruct.com LANDSCAPE ARCHITECTASSOCIATE ARCHITECT - PROGRAM EXPERT ASSOCIATE ARCHITECT - PROGRAM EXPERT DHM Design 225 Main Street, #201 Carbondale, Colorado 81623 970.963.6520 www.dhmdesign.com Jason Jaynes Principal 970.425.3854 jjaynes@dhmdesign.com Evelyn Volz Project Manger 740.507.2593 evolz@dhmdesign.com Alan Ford Architects 3457 Ringsby Court, #217 Denver, Colorado 80216 303.383.1111 www.fordarch.com RDG Planning & Design 900 Farnam Street, Suite 100 Omaha, Nebraska 68102-5089 402.392.0133 www.rdgusa.com City of Aspen 427 Rio Grande Place Aspen, Colorado 81611 970.920.5000 www.cityofaspen.com Alan Ford Principal 303.883.8945 aford@fordarch.com Edward (Ed) Buglewicz Partner 402.449.0836 ebuglewicz@rdgusa.com Jennifer Phelan Development Manager 970.429.1797 jennifer.phelan@aspen.gov Shirley Ritter Director | Kids First 970.920.5370 shirley.ritter@aspen.gov Megan Monaghan Infant Family Associate | Kids First 970.920.5373 megan.monaghan@aspen.gov Jen Phalen Diane Foster Shirley Ritter Megan Monaghan Suzanne Way Ashley Perl Jay Courtney Tina Person Stefan Reveal Perry Kleespies Tessa Schreiner Jessica Garrow TRAFFIC ENGINEERING LAND USE PLANNER McDowell Engineering 241 Broadway Street, Suite 202 Eagle, Colorado 81631 970.623.0788 Davis Horn Inc. 215 S. Monarch St. #104 Aspen, Colorado 81611 970.925.6587 Greg Schroeder Senior Engineer 970.948.1376 greg@mcdowelleng.com Glenn Horn Land Use Planner gahorn43@gmail.com Tyler Michieli Project Manager 720.961.9109 tmichieli@fordarch.com Mercedes Chaparro Project Architect 720.961.9116 mchaparro@fordarch.com Filimon Alvarez Designer 720.943.5761 falvarez@fordarch.com Molly Haas 402.449.0850 mhaas@rdgusa.com Mariah Cory 515.288.3141 mcory@rdgusa.com Taylor Higgins Project Manager 816.716.9954 taylorhiggins@landandshelter.com DESIGN ADVISORY GROUP 5 Aspen Burlingame - Early Childhood Education Center PROJECT DIRECTORY MECHANICAL, ELECTRICAL, PLUMBING, TECHNOLOGY BranchPattern 717 17th street, #1500 Denver, CO 80202 303.382.1920 www.branchpattern.com Mike Galyardt PM/M&P Lead 913.348.4607 mike.g@branchpattern.com Austin Hinners Tech&Acoustic Lead austin.h@branchpattern.com Tu Le Electrical Lead tu.l@branchpattern.com Dannie Dillano Net Zero Advocacy Manager dannie.d@branchpattern.com P.R. / COMMUNITY RELATIONS ENERGY CONSULTANT Project Resource Studio 981 Cowen Drive, A2 Carbondale, Colorado 81623 970.340.4332 www.prstudioco.com Group 14 Engineering 1325 East 16th Avenue Denver, Colorado 80218 303.861.2070 www.group14eng.com Kathleen Wanatowicz Principal 970.618.5114 Kathleen@prstudioco.com Mavis Fitzgerald Senior Associate 970.618.5114 Kathleen@prstudioco.com Libby Coleman Project Manger (Energy) 303-597-5512 lcoleman@group14eng.com Lauren McNeill Sustainabiltiy PM (Ratings) lmcneill@group14eng.com KITCHEN CONSULTANT Sturm Consulting, Inc. 5838 S. Hudson Place Tulsa, OK 74135 918.260.0667 Rocky Sturm 918.260.0667 rockysturm1@cox.net Aspen Burlingame ECE, PROJECT SCHEDULE 2022 AUG SEPT OCT NOV100% SD Set for Cost Estimate / Client10.24.22SD Pricing Received 11.11.22Issue Final SD Package to client11.25.22City Council Final SD PresentationTBDCity Council Work Session 8.22.22Consultant SD Kickoff Meeting 8.31.22Full Consultant Team Meeting9.14.22Individual Consultant Meetings Week of Sept. 5thDAG #3 10.10.22 90% Consultants SD DUE 10.03.22 Systems to be decided 9.19.22 SCHEMATIC DESIGN KEY DATESKEY DATESCouncil Presentation DAG KEYUPCOMING MILESTONES •8.31.22 - Consultant SD Kickoff Meeting • Week of September 5th - Individual Consultant Meetings • 9.14.22 - Full Consultant Team Coordination Meeting •9.17.22 - Systems to be decided •10.03.22 - 90% Consultants SD Due •10.10.22 - DAG #3 EC Meeting Consultant Meeting •10.24.22 100% SD for cost estimator & client •10.28.22 - Meeting with cost estimator to answer questions and provide design clarifications for pricing •11.11.22 - SD pricing Received •11.28.22 - Issue Final SD Package •TBD - City Council Final Schematic Design Presenta- tion Aspen Burlingame ECE, Schematic Design Schedule 6 Aspen Burlingame - Early Childhood Education CenterPROJECT SCHEDULE Land Use Approval Documents Recordation4 weeksConstruction Documents12 weeks AUGJUL Schematic Design Design Development14 weeks Land Use Application9 Months Estimated; TBD whether DD will pause or run concurrently to Land Use SEP NOV DECOCT DD Cost Estimate and Owner Review4 weeksConstructionTBD This is assuming DD will run concurrent to 3 step land use process; timeline is subject to change if pause is required Submit for Permit and Pricing+/- 36 weeksCity Council Work Session 8.22.22Aspen Burlingame ECE, PROJECT SCHEDULE (OVERALL) JAN 2023 FEB MAR APR MAY JUN JUL AUG SEP NOV DECOCT JAN 2024 FEBIssue Final SD Package to client11.21.22City Council Final SD PresentationTBDAspen Burlingame ECE, Overall Project Schedule 7 Aspen Burlingame - Early Childhood Education Center PROJECT SCHEDULE 8 Aspen Burlingame - Early Childhood Education CenterEXECUTIVE SUMMARY EXECUTIVE SUMMARY PROJECT OVERVIEW The design team of Land+Shelter/AFA/ RDG was hired in the Spring of 2022 to program and design an early education center (ECE) in combination with a housing component to be located at the southern edge of Burlingame Ranch. An executive committee was formed to guide high level decisions followed by the formation of a 12-person design advisory group (DAG), for the purpose of stakeholder design guidance. Community input was sought through survey and public meeting gatherings. Together, decision making groups defined the project aspirations and then evaluated program, site and building iterations to develop the recommendation included in this document. The Phase 1 design proposal includes a 13,500sf/7 classroom/94 child ECE and surface parking for 36-46 cars plus a multi- unit housing proposal held to a separate parcel with separate access and four housing units (1x 1 bed, 3x 2Bed). Separate housing parking for 7 cars tucks under the housing structure. The design has maximized the opportunity to achieve net-zero energy with super insulation, intelligent systems, and solar electric generation onsite. Roof space is limited for PV given our site constraints. Environmental upgrades were priced as alternates at concept pricing reviewed in August of 2022; they are now included in the base price. SITE The steeply graded, one-acre site is bordered by Paepcke Road to the north and Harmony Road to the east. Access for the Early Childhood Education Center is limited to Harmony Road, the main access road for the whole neighborhood. An average ECE is designed for 50 students/ acre while ours is 94 students. Constraints are significant, and include a 30 foot grade change, storm water drainage for the adjacent housing development that overlaps the proposed site, the trail overlapping the proposed site, and seven transformers forming the electrical infrastructure for neighboring sites, located on the proposed site. All have been accommodated, at significant site improvement cost for this project to bear alone. The design team was directed to evaluate three available lots as part of our site analysis and all three are included in the proposal in order to fit the program, with proposed lot line adjustments. Effectively the proposal enlarges park parcel C in order to fit the ECE and slightly shrinks the two housing lots. This has been discussed with CommDev at intervals throughout the Phase 1 process. An exact planning approach will depend on our scope moving forward. PROGRAM Early Childhood Education (ECE) Development of the program involved a range of stakeholder feedback with significant input from Kids First to identify the quantitative and qualitative aspects of the project. The basis of design ECE program consists of seven classrooms and a gross motor room to provide for the direct care and education of the young learners along with administrative and support spaces, totaling 13,588 gross square feet. There are developmentally age-appropriate playgrounds, one each for the infant, toddler, and preschool groups with all three exceeding the state’s childcare standards for area. The center will accommodate up to 94 students ages 6 weeks to 6 years old along with 16 teachers, two floating teachers, two administrative staff and one kitchen/janitorial staff (Approximately 21 employees). The Burlingame community and this project team supports a multi- modal approach to transportation. Surface parking has been designed to accommodate the essential needs of parent drop-off/pick-up and staff. The parking development is being separated into two phases so that additional spaces are only constructed if needed. Parking includes covered carport style parking to provide opportunities for additional roof and therefor – additional PV. HOUSING The separate, multi-level housing building consists of a single one-bedroom unit plus three two-bedroom units positioned above a ground level of parking and storage. The housing conditioned space totals 5,344 gross square feet. The parking/storage level adds an additional 2,456 net square feet of building space, though unconditioned. The housing structure is proposed to span over the two lots along Paepcke Road. During schematic design the unit maximum for Burlingame was determined, and we discovered that only 2 units remain in the unit cap for the neighborhood. Our direction remained to continue to explore a multi-unit building greater than two, which was confirmed by council. THE PROCESS After completing the programming phase, six concept design options were studied and presented to the DAG and the community. Two of those concepts were selected for further evaluation and were referred to as the Street Side Scheme and the Hillside Scheme which evolved long enough for conceptual pricing to occur. The larger building of the Street Side Scheme combined the ECE Center and housing into a single building fronted along Paepcke Road and incorporated a structured parking and seven units of housing on the top floor above the ECE center. The Hillside version separated the housing and the ECE and utilized surface parking and a reduced housing count of four units on a fully separated lot/access/ parking condition. The housing is sited along Paepcke Road with the ECE center set back into the hillside creating a two story ECE center with walkout playgrounds on both levels. The younger children (less than 2 ½ years old) are on the first level and the Preschool age children are on the upper level. After a detailed presentation to the DAG with pros and cons analyzed, the Hillside Scheme was selected by the DAG and later confirmed by the City Council as the preferred approach. We also drew, priced, and reviewed a reduced program project with the DAG due to the cost information received in August. The DAG recommended we move forward with the full, desired program rather than VE part- way through the first phase. The selected scheme was further developed, defining the architectural assemblies, the building systems and the land development, and has since been documented through 100% schematic design. The schematic design solution represents the collective decisions of the executive committee and direction received from the DAG and community at large. Community 9 Aspen Burlingame - Early Childhood Education Center EXECUTIVE SUMMARY website, and city announcements, door knockers with project information at Burlingame, signage, and two public input meetings held at Burlingame. The public meetings included materials depicting the program and design concepts, a precedent imagery exercise, Q &A, and opportunities to provide written feedback. This information was documented and conveyed back to the DAG to help shape the direction of the project. The salient goals that emerged from stakeholder input include: • Create a facility that supports the health and well-being of the students and staff with good indoor air quality and acoustics, natural daylight, thermal comfort and finishes should contain no red list materials • Early education program that provides opportunities for learning that are research based and address the possibilities of the full range of neuro, social and physical development of the children • Carbon positive and net-zero energy • The architecture shall fit the broader context of Burlingame and respond to the unique qualities of the site. • Generally separating the housing from the ECE was preferred with no clear guidance on the number of units or bedrooms/unit. The proposal presented at SD represents the executive committee’s direction. COST To date, two cost estimates have been prepared, August 2022 Concept Pricing and October 2022 Schematic Design Pricing. Both estimates were completed by Cumming. • Base Scope Schematic Design ECE building only is pricing at $15,943,684* (estimated at approximately $9,647,046,309,803** at conceptual pricing phase) • Schematic Design Housing is pricing at $7,453,726* for four units or $1,863,431/unit. (Estimated at $6,252,066.00** at conceptual pricing phase) • Base Scope Schematic Design Site Improvements pricing at $6,237,296* (estimated at $4,303,280.00** at conceptual phase) *All estimate numbers include escalation based on completing 2/15/2024 **ECE and Housing were not separated out at conceptual pricing, so numbers are approximate Design team recommends an additional estimate be prepared for comparison before scope decision or VE moving forward. Design features impacting current pricing: • Super insulated SIP (structural insulated panel) envelope for enhanced thermal comfort and achievement of passive house net-zero energy goals. • Crawl space for the displacement ventilation systems which improves occupant health by reducing airflow and the exchange of germs by providing air at the occupant level (floor level) and pulling air up away from the occupants • Radiant floor to provide thermal comfort for the children who spend the majority of their time at the floor level – Radiant floor is provided as an alternate as it does create some redundancy in the mechanical systems and thus additional costs • Daylight harvesting – which improves visual comfort; provides a connection to nature and its associated biophilic benefits; and the full spectrum of light throughout the day helps foster healthy circadian rhythms • Interior glazing – to enhance the transmission of natural daylight as well as foster situational awareness for improved passive security • No red list materials – materials absent of chemicals that have been designated as harmful to living creatures and the environment • Best site fit creates a building with many corners. The shape of the floor plan responds to the site and grading. “Squaring” this up would have major programmatic and quality impacts. • Heavy timber frame utilized in key public areas. • PV canopies at parking. CONCLUSION: The Schematic Design for the Burlingame ECE and Housing represents a project married to its site and place and burdened with some of the costs associated with the post-pandemic upper valley. The housing follows patterns of the surrounding neighborhood and fronts the street like its predecessors from Burlingame Phase III. The ECE is tucked into the hill, hiding its size, and designed to slip into the surroundings while providing an essential community asset and function. It is conceived to be a quiet workhouse of the community, prioritizing energy, function, health and comfort over architectural flash. The trail is designed to hug the perimeter of the site and follow as closely as possible to the former trail, returning a frequent use trail to the neighborhood. Design team recommends a comparison estimate be prepared for before scope decision moving forward. 10 Aspen Burlingame - Early Childhood Education CenterARCHITECTURAL NARRATIVE 1.0 BUILDING NARRATIVE 1.1 Exterior Building Elements Roofing The structure of the roofing element is to be SIPs (Structurally Insulated Panels) in an approximately 12.25” panel thickness resulting in an R-value of 48+. The sloped roof elements making up the sloped roof(s) and sloped dormer elements would consist of a prefinished standing seam metal (BOD of Berridge Double-lock Zee-lock Panel) on stand- offs to create a cool roof. This will be above an under layment of ice and water shield in compliance with the IBC building requirements. Exterior Walls The exterior wall framing and insulation system is to be SIPs of an approximately 11” panel thickness, resulting in an R-value of 45+. Exterior finish is to be fiber cement panels in a wood siding look (BOD is Nichiha Wood Series). This system would be used in a rain screen application with a 1” drainage cavity behind the panels. A mechanically fastened building wrap barrier would be utilized in conjunction with flexible flashings provided at all openings. All SIPs will be sealed to one another and joints will be taped to create an air barrier. On exterior cast-in-place concrete walls used as retaining walls (see structural) a full blindside waterproofing system would be implemented. Insulated concrete forms are being investigated by structural. Insulation below grade would be rigid insulation of an R-value of 10+ on top of a drainage medium. R-40 rigid insulation below crawl space S.O.G. Window and Glazed Wall Systems The window systems are to be an Insulated fiberglass frame with suspended film quadruple pane, high solar heat gain glazing with warm-edge spacer (BOD: Alpen ZR-9H). Metal cladding cover on exterior face. Operable window sections are not anticipated. The glazing used within the system would be of a high U-value, high altitude Argon filled IGU, with either option utilizing a low-e coating and resulting in a low SHG coefficient tuned to exposure. Timber doors with full lites are to be used within the window wall system. These are to include the same prefinished metal cladding to match the window wall system. Other exterior doors are to be metal doors in metal frames with half lites. Pending a daylight study at the DD phase of the project, the BOD for the dormer glazing is anticipated to match the window wall system. As an alternate, Kalwall in those areas should be considered. Fence The playground fence design (as referenced in the Landscape drawings) is to be comprised of a 1’-0” curb of the stone clad retaining wall above the playground surface to act as the snake wall. Above this curb will be a 5’-0” high wrought iron structure with vertical bars and integrated 4” vertical slats of composite wood like material. 1.2 Interior Building Elements Flooring Exposed structure Cross Laminated Decking - Sanded and Sealed – Corridors, Public Areas, Classrooms, Storage Rooms, Utility Rooms LVT - Lactation, Laundry and Staff Lounge Carpet (modular) – Director Offce, Learning Resource and Conference Room Quarry Tile including coved wall base – Kitchen Tile with integral base – Toilet Rooms Sealed concrete – Basement Leve, Storage rooms, mechanical/electrical rooms Walk-off Carpet Tile - Vestibule Rubber Base - Typical Wall Coverings Gyp Bd & Paint; Bullnose corner bead outside corner in children classrooms Furring of exterior walls (SIPS) to run elec and provide a fnish face Tile wainscot and fooring in toilet rooms 11 Aspen Burlingame - Early Childhood Education Center ARCHITECTURAL NARRATIVE Wood elements in corridor; TBD Ceilings Suspended Acoustical Wood Ceiling; mixed with Suspended Acoustical Panel Ceiling, both systems to provide high NRC rating Casework Plastic laminate cabinets Children’s cubbies Solid surface counter tops Windows Site built Interior wood frames with tempered glazing Doors Wood with full lites at classrooms and admin HM doors at mech, storage and security access Accessories Interior window shades 1.3 FF&E ●Rugs – made from broadloom or modular carpet ● Coat Hooks at office, restrooms, and activity areas ● Upholstery (2” thick cushion) at Lob- by and Hallway activity seats ● Vinyl Applied Printed Graphic Film (3M product) ● Plastic Mirrors Infant A (6 weeks - 18 mo)735 766 31 104%Water Entry NA 63 Infant B (6 weeks - 18 mo)735 792 57 108%Building Storage 1 NA 74 Toddler A (12 mo - 24 mo)730 758 28 104%Building Storage 2 NA 139 Toddler B (18 mo - 36 mo)800 833 33 104%Lobby / Entrance NA 204 Preschool A (3 - 6 yr/ Mixed Age 929 953 24 103%Mechanical/Electrical NA 141 Preschool B (3 - 6 yr / Mixed Age)929 866 -63 93%Unit 1 (1 Bedroom)NA 714 Preschool C (3 - 6 yr / Mixed Age)949 983 34 104%Unit 2 (2 Bedroom)NA 964 Gross Motor/Community Room 775 801 26 103%Unit 3 (2 Bedroom)NA 956 Director's Office 160 151 -9 94%Unit 4 (2 Bedroom)NA 961 Reception/Admin Assistant 75 87 12 116% Conference Room (6 Person)200 226 26 113%Gross Total 5,344 GSF Vestibule 125 72 -53 58% Lobby / Reception / Sign-In 210 390 180 186%Parking (7Stalls)NA 2337 Learning Resource Center 250 242 -8 97%Bike Storage NA 106 Staff Lounge 150 184 34 123%Unit 1 Balcony NA 149 Laundry 100 143 43 143%Unit 2 Balconies NA 218 Lactation 75 148 73 197%Unit 3 Balcony NA 149 Telecom 75 85 10 113%Unit 4 Balconies NA 218 Mechanical 215 426 211 198% Water Entry 90 103 13 114% Electrical 110 126 16 115% Janitorial Closet 30 81 51 270% Warming Kitchen 175 184 9 105% Child Seat/Stroller Storage 50 90 40 180% Buggy Stroller Storage 90 48 -42 53% General Program Stor. (Distributed)300 419 119 140% Playground Storage 150 119 -31 79% Custodial Receiving/Storage 150 174 24 116% Adult Restrooms 210 260 50 124% Child Playground Restrooms 100 49 -51 49% TOTAL 9672 10559 887 109% 1000 1684 684 168% 2000 1937 -63 97% 2200 2024 -176 92% Assignable Square Feet (ASF)9672 Efficiency Mark Up 72% Programmed Gross Square Feet 13433 Hillside Scheme As Priced 13843 DAG #3 Gross Square Feet (GSF)13588 ASPEN BURLINGAME ECE PROGRAMMED & ACTUAL NET SF PLAYGROUNDS Programmed Actual Difference (SF) % of Program ASPEN BURLINGAME HOUSING ACTUAL NET SF Infants Toddlers Preschool Room Name Programmed Actual Difference (SF) % of Program Room Name Programmed Actual Infant A (6 weeks - 18 mo)735 766 31 104%Water Entry NA 63 Infant B (6 weeks - 18 mo)735 792 57 108%Building Storage 1 NA 74 Toddler A (12 mo - 24 mo)730 758 28 104%Building Storage 2 NA 139 Toddler B (18 mo - 36 mo)800 833 33 104%Lobby / Entrance NA 204 Preschool A (3 - 6 yr/ Mixed Age 929 953 24 103%Mechanical/Electrical NA 141 Preschool B (3 - 6 yr / Mixed Age)929 866 -63 93%Unit 1 (1 Bedroom)NA 714 Preschool C (3 - 6 yr / Mixed Age)949 983 34 104%Unit 2 (2 Bedroom)NA 964 Gross Motor/Community Room 775 801 26 103%Unit 3 (2 Bedroom)NA 956 Director's Office 160 151 -9 94%Unit 4 (2 Bedroom)NA 961 Reception/Admin Assistant 75 87 12 116% Conference Room (6 Person)200 226 26 113%Gross Total 5,344 GSF Vestibule 125 72 -53 58% Lobby / Reception / Sign-In 210 390 180 186%Parking (7Stalls)NA 2337 Learning Resource Center 250 242 -8 97%Bike Storage NA 106 Staff Lounge 150 184 34 123%Unit 1 Balcony NA 149 Laundry 100 143 43 143%Unit 2 Balconies NA 218 Lactation 75 148 73 197%Unit 3 Balcony NA 149 Telecom 75 85 10 113%Unit 4 Balconies NA 218 Mechanical 215 426 211 198% Water Entry 90 103 13 114% Electrical 110 126 16 115% Janitorial Closet 30 81 51 270% Warming Kitchen 175 184 9 105% Child Seat/Stroller Storage 50 90 40 180% Buggy Stroller Storage 90 48 -42 53% General Program Stor. (Distributed)300 419 119 140% Playground Storage 150 119 -31 79% Custodial Receiving/Storage 150 174 24 116% Adult Restrooms 210 260 50 124% Child Playground Restrooms 100 49 -51 49% TOTAL 9672 10559 887 109% 1000 1684 684 168% 2000 1937 -63 97% 2200 2024 -176 92% Assignable Square Feet (ASF)9672 Efficiency Mark Up 72% Programmed Gross Square Feet 13433 Hillside Scheme As Priced 13843 DAG #3 Gross Square Feet (GSF)13588 ASPEN BURLINGAME ECE PROGRAMMED & ACTUAL NET SF PLAYGROUNDS Programmed Actual Difference (SF) % of Program ASPEN BURLINGAME HOUSING ACTUAL NET SF Infants Toddlers Preschool Room Name Programmed Actual Difference (SF) % of Program Room Name Programmed Actual 12 Aspen Burlingame - Early Childhood Education CenterAspen Burlingame Program FINAL SCHEMATIC DESIGN 13 Aspen Burlingame - Early Childhood Education Center Architect of RecordLand+Shelter PIC Andrea Korber970.366.1582 Andi Korber andi@landandshelter.com Project Manager Taylor Higgins Project Manager816.716.9954taylorhiggins@landandshelter.com P.R / Community RelationsProject Resource Studio PIC Kathleen WanatowiczPrincipal 970.618.5114 Kathleen@prstudioco.com Mavis Fitzgerald Senior Associate 970.618.5114 Kathleen@prstudioco.com Traffic Engineering McDowell Engineering Senior Eng. Greg Schroeder 970.948.1376 greg@mcdowelleng.com Land Use PlannerDavis Horn Inc PIC Glenn Horngahorn43@gmail.com Food Service Sturm Consulting PIC Rocky Sturm rockysturm1@cox.net OwnerCity of Aspen Jennifer Phelan Development Manager970.429.1797jennifer.phelan@aspen.gov Shirley RitterDirector | Kids First970.920.5370 shirley.ritter@aspen.gov Megan MonaghanInfant Family Associate | Kids First 970.920.5373 megan.monaghan@aspen.gov Civil EngineerSopris Engineering Project Manager Jesse K. Swann, P.E.970.219.0266 jswann@sopriseng.com Landscape Architect DHM Design PIC Jason Jaynes970.425.3854 jjaynes@dhmdesign.com Project Manager Evelyn Volz 740.507.2593 evolz@dhmdesign.com Structural EngineerEvolve Structural Design PIC Sara Mickus970.618.7708 sara@evolvestruct.com Project Manager Eric Hiner 405.385.1337 eric@evolvestruct.com MEP EngineeringBranch Pattern Plumbing Engineer Austin Hinnersaustin.h@branchpattern.com Mechanical EngineerMike Galyardtmike.g@branchpattern.com Electrical Engineer Tu Le tu.l@branchpattern.com Net Zero Advocacy Manager Dannie Dillano dannie.d@branchpattern.com Energy and Daylight ModelingGroup 14 Engineering Project Manager Libby Colemanlcoleman@group14eng.com TeamLauren McNeilllmcneill@group14eng.com Collaborating ArchitectsRDG Planning & Design PIC of InteriorsEdward Buglewicz402.449.0836 Ed Buglewicz ebuglewicz@rdgusa.com Job Captain Molly Haas mhaas@rdgusa.com Mariah Cory mcory@rdgusa.com Collaborating ArchitectsAlan Ford Architects PIC of Design Alan Ford303.383.1111 ext: 101 aford@fordarch.com Project Manager Tyler Michieli 303.383.1111 ext: 103 tmichieli@fordarch.com Project Architect Mercedes Chaparromchaparro@fordarch.com Designer Filimon Alvarezfalvarez@fordarch.com NOT FOR CONSTRUCTION G000 SCHEMATIC DESIGN 2022-3 11/25/2022 COVERASPEN BURLINGAME ECECity of Aspen ASPEN BURLINGAME ECE 14 Aspen Burlingame - Early Childhood Education CenterARCHITECTURAL DRAWINGS ARCHITECTURAL ABBREVIATIONS CENTER LINE ANGLE CHANNELDIAMETERPLATEAT BY AND POUND OR NUMBERPLUS OR MINUSFEET INCHES QUANTITY REFER TO CONSTRUCTION SPECIFICATION INSTITUTE, UNIFORM DRAWING SYSTEM AND TO PROJECT SPECIFICATIONS FOR REFERENCE STANDARDS & ADDITIONAL ABBREVIATIONS ¢©® ° ± ¶·¼½ ¾ A È×Ø ÷ ø ´—•™ ‹ › ≥ ≤ < = > SYMBOLS LEGEND ELEVATION DATUM SPOT ELEVATION TAG ROOM DESIGNATION WALL TYPE TAG DOOR TAG WINDOW TAG FLOOR MATERIAL TRANSITION TAG REVISION TAG LEVEL CHANGE TAG KEYNOTE TAG BUILDING SECTION REFERENCE WALL SECTION REFERENCE DETAIL SECTION REFERENCE ELEVATION REFERENCE INTERIOR ELEVATION REFERENCE ENLARGED FLOOR PLAN REFERENCE/ DETAIL CALLOUT NORTH DIRECTION MARK HANDICAPPED SYMBOL MATERIALS LEGEND EARTH/ COMPACT FILL GRAVEL/ POROUS FILL CONCRETE (PRECAST OR CAST IN PLACE) MORTAR/PLASTER/GROUT STUCCO (PRECAST OR STICK BUILD) STEEL ALUMINUM CONTINUOUS WOOD BLOCKING NON CONTINUOUS WOOD BLOCKING WOOD FINISH RIGID INSULATION GLASS BATT/LOOSE FILL INSULATION CARPET CL @ X &#+/-' " () PL 0 or ° NameElevation Room name 101 150 SF 123.456.7 101A 123 RF 1 ? 1 A101 SIM___ ___ XX' - XX" N 1 A101 SIM___ ___ A101 1 Ref 1 Ref 1 Ref 1Ref A101 1Ref 1 A101 SIM______ 1 A101 SIM______ NOT FOR CONSTRUCTION G001 SCHEMATIC DESIGN 2022-3 11/25/2022 GENERAL INFORMATION AND SHEET INDEXASPEN BURLINGAME ECECity of Aspen AFF ABOVE FINISHED FLOOR AP ACCESS PANEL ACOUST ACOUSTICAL ACP ACOUSTICAL CEILING PANEL ACT ACOUSTICAL CEILING TILE ADJ ADJACENT A.C.AIR CONDITIONING AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM AWI AMERICAN WOODWORKINGINSTITUTE ADA AMERICANS WITH DISABILITIES ACT &AND <ANGLE ANOD ANODIZED APP APPROXIMATE ASI ARCHITECT'S SUPPLEMENTALINSTRUCTIONS ARCH ARCHITECTURAL AD AREA DRAIN ASPH ASPHALT @ AT AUTO AUTOMATIC BSMT BASEMENT BM BEAM BRG BEARING BTWN BETWEEN BIT BITUMINOUS BLKG BLOCKING B.O.BOTTOM OF BRK BRICK BLDG BUILDING x BY CAB CABINET CATV CABLE TELEVISION CT CARPET CIP CAST IN PLACE CLG CEILING CB CEMENT BOARD CBB CEMENTIOUS BACKER BOARD CL CENTERLINE CPT CERAMIC TILE CO CHANGE ORDER CHNL CHANNEL CLR CLEAR CCTV CLOSED CIRCUIT TELEVISION COL COLUMN CONC CONCRETE CMU CONCRETE MASONRY UNIT CONST CONSTRUCTION CCD CONSTRUCTION CHANGE DIRECTIVE CSI CONSTRUCTION SPECIFICATION INSTITUTE CONT CONTINUOUS CJ CONTROL JOINT CORR CORRIDOR DEMO DEMOLITION DEPT DEPARTMENT DTL DETAIL DIA DIAMETER DIM DIMENSION DW DISHWASHER DBL DOUBLE DN DOWN DS DOWNSPOUT DWG DRAWING DF DRINKING FOUNTAIN D DRYER EA EACH EWC ELECTRIC WATER COOLER ELEC ELECTRIC(AL) ELEV ELEVATION ENCL ENCLOSURE ENGR ENGINEERED EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT EXH EXHAUST EF EXHAUST FAN (E)EXISTING EJ EXPANSION JOINT EXP EXPOSED EXT EXTERIOR E.I.F.S.EXTERIOR INSULATION AND FINISH SYSTEM FO FACE OF F.O.S.FACE OF STUD FCU FAN COIL UNIT FT FEET 'FEET FRP FIBERGLASS REINFORCED PANEL FLD FIELD FF FINISH FLOOR FG FINISHED GRADE FACP FIRE ALARM CONTROL PANEL FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FH FIRE HYDRANT TYPE 'X'FIRE RATED GYPSUM BOARD FR FIRE RESISTIVE FRT FIRE RETARDANT TREATED FIXT FIXTURE FLR FLOOR FD FLOOR DRAIN FTG FOOTING FDN FOUNDATION FBO FURNISHED BY OWNER FF&E FURNITURE, FIXTURES AND EQUIPMENT FUT FUTURE GAL GALLON GA GAUGE GC GENERAL CONTRACTOR G.C.GENERAL CONTRACTOR GL GLASS GALV GLAVANIZED GLU LAM GLUE LAMINATED WOOD GB GRAB BAR GR GRADE GYP GYPSUM GWB GYPSUM WALLBOARD HCAP HANDICAP(PED) HDWR HARDWARE HDR HEADER HTR HEATER HVAC HEATING, VENTILATION AND AIRCONDITIONING HT HEIGHT HP HIGH POINT HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR IIC IMPACT ISOLATION CLASS IIC IMPACT ISOLATION COEFFICIENT "INCHES INFO INFORMATION ID INSIDE DIAMETER INSUL INSULATION or INSULATED INT INTERIOR IBC INTERNATIONAL BUILDING CODE IECC INTERNATIONAL ENERGY CONSERVATION CODE JAN JANITOR JT JOINT JST JOIST KIT KITCHEN LAM LAMINATE LAV LAVATORY LF LINEAR FEET LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LP LOW POINT MH MANHOLE MFR MANUFACTURER MO MASONRY OPENING MAT MATERIAL MAX MAXIMUM MECH MECHANICAL MEP MECHANICAL, ELECTRICAL AND PLUMBING MDF MEDIUM DENSITY FIBERBOARD MTG MEETING MTL METAL MEZZ MEZZANINE MIN MINIMUM MIRR MIRROR MISC MISCELLANEOUS MTD MOUNT(ED) MULL MULLION (N)NEW NOM NOMINAL NON-COM NON-COMBUSTIBLE N NORTH NA NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE NO NUMBER #NUMBER OFF OFFICE O/C ON CENTER OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD OA OUTSIDE AIR OD OUTSIDE DIAMETER ORD OVERFLOW ROOF DRAIN OVH OVERHEAD OFCI OWNER FURNISHED, CONTRACTORINSTALLED OFOI OWNER FURNISHED, OWNERINSTALLED PT PAINT PTD PAINTED PR PAIR PTR PAPER TOWEL RECEPTACLE PRHT PARTIAL HEIGHT PTN PARTITION PLAM PLASTIC LAMINATE PLBG PLUMBING +/-PLUS OR MINUS PLWD PLYWOOD PVC POLYVINYL CHLORIDE PTS POST TENSIONED SLAB PTSOG POST TENSIONED SLAB ON GRADE LB POUND PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PC PRECAST CONCRETE PREFAB PREFABRICATED PROJ PROJECT PL PROPERTY LINE ()QUANTITY QT QUARRY TILE REC RECESS(ED) RE REFER TO or REFERENCE RCP REFLECTED CEILING PLAN REFR REFRIGERATOR or REFRIGERATED REINF REINFORCED REQD REQUIRED RESIL RESILIENT RR RESTROOM REV REVISE, REVISED or REVISION R.O.W.RIGHT OF WAY R RISER RD ROOF DRAIN RTU ROOF TOP UNIT RFG ROOFING RM ROOM RO ROUGH OPENING RB RUBBER BASE SCHED SCHEDULE SECT SECTION SHTG SHEATHING SHT SHEET SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION SHWR SHOWER SIM SIMILAR SOG SLAB ON GRADE STC SOUND TRANSMISSION CLASS SPEC SPECIFICATION(S) SQ SQUARE SF SQUARE FEET SS STAINLESS STEEL STD STANDARD STL STEEL STN STONE STG STORAGE STOR STORAGE STRUCT STRUCTURE or STRUCTURAL SUSP SUSPEND(ED) SYS SYSTEM TEL TELEPHONE TV TELEVISION TEMP TEMPERED THK THICKNESS TBD TO BE DETERMINED T&G TONGUE AND GROOVE T.O.TOP OF T.O.C.TOP OF CONCRETE T.O.M.TOP OF MASONRY T.O.P TOP OF PARAPET T.O.S.TOP OF SLAB T.O.S.TOP OF STEEL T.O.W.TOP OF WALL T TREAD TS TUBE STEEL TYP TYPICAL UL UNDERWRITER'S LABORATORY UNFIN UNFINISHED UBC UNIFORM BUILDING CODE UNO UNLESS NOTED OTHERWISE UR URINAL VAR VARIES VTR VENT THRU ROOF VIF VERIFY IN FIELD VERT VERTICAL VEST VESTIBULE VB VINYL BASE VCT VINYL COMPOSITION TILE VWG VINYL WALL GRAPHIC W WASHER WC WATER CLOSET WH WATER HEATER WP WATERPROOF WT WEIGHT WWF WELDED WIRE FABRIC WF WIDE FLANGE w/WITH w/o WITHOUT WD WOOD SHEET INDEX Sheet Number Sheet Name GENERAL G000 COVER G001 GENERAL INFORMATION AND SHEET INDEX G100 SITE CODE PLAN G110 CODE PLANS - ECE G111 CODE PLANS - HOUSING CIVIL C2.0 SHEMATIC UTILITY PLAN C3.0 SCHEMATIC GRADING PLAN C4.0 SCHEMATIC DRAINAGE PLAN C5.0 SCHEMATIC WATER QUALITY BASINS C6.0 DETAIL SHEET C7.0 CITY OF ASPEN WATER DETAILS LANDSCAPE L1.0 SITE PLAN L1.1 SITE PLAN ENLARGEMENTS L1.2 SHADE STUDY DIAGRAM L1.3 CHARACTER ZONE DIAGRAM L2.0 ENTRYWAY CHARACTER L2.1 ENTRYWAY PLANTING L3.0 PLAYGROUND CHARACTER L3.1 PLAYGROUND CHARACTER L3.2 PLAYGROUND CHARACTER L3.3 PLAYGROUND PLANTING L3.4 PLAYGOUND AMMENITIES L4.0 HOUSING CHARACTER L4.1 HOUSING PLANTING L5.0 NATIVE CHARACTER L5.1 NATIVE CHARACTER L6.0 PARKING CHARACTER L6.1 PARKING CHARACTER ARCHITECTURAL A0.001 SPECIFICATIONS A0.002 SPECIFICATIONS A0.003 SPECIFICATIONS A0.004 SPECIFICATIONS A0.005 SPECIFICATIONS A0.100 SITE PLAN A1.110 ECE FLOOR PLAN - CRAWL SPACE A1.111 ECE FLOOR PLAN - FIRST FLOOR A1.112 ECE FLOOR PLAN - SECOND FLOOR A1.121 ECE REFLECTED CEILING PLAN - FIRST FLOOR A1.122 ECE REFLECTED CEILING PLAN - SECOND FLOOR A1.131 ECE - ROOF PLAN A1.200 OVERALL EXTERIOR ELEVATIONS A1.201 ECE - EXTERIOR ELEVATIONS A1.301 ECE - BUILDING SECTION A1.302 ECE - BUILDING SECTION A1.900 EXTERIOR RENDERINGS A1.901 INTERIOR RENDERINGS A2.110 HOUSING FLOOR PLAN - PARKING A2.111 HOUSING FLOOR PLAN - FIRST FLOOR A2.112 HOUSING FLOOR PLAN - SECOND FLOOR A2.131 HOUSING - ROOF PLAN A2.201 HOUSING - EXTERIOR ELEVATIONS A2.302 HOUSING - BUILDING SECTION A2.900 3D VIEWS STRUCTURAL S1.001 GENERAL NOTES S1.002 TYPICAL DETAILS S1.201 FOUNDATION S1.202 FIRST FLOOR FRAMING S1.203 SECOND FLOOR FRAMING S1.204 ROOF FRAMING S2.001 GENERAL NOTES S2.002 TYPICAL DETAILS S2.201 FOUNDATION S2.202 MAIN LEVEL FRAMING S2.203 UPPER FLOOR FRAMING S2.204 ROOF FRAMING MEPT+A GENERAL MEPT+A SD PRICING NARRATIVE M2.0 MECHANICAL SYSTEMS M2.1 MECHANICAL SYSTEMS P3.0 PLUMBING SYSTEMS F4.0 FIRE PROTECTION SYSTEMS E5.0 ELECTRICAL SYSTEMS T6.0 TECHNOLOGY SYSTEMS A7.0 ACOUSTICS FOOD SERVICE FS1.0 FOODSERVICE EQUIPMENT ARRANGEMENT PLAN - SECOND FLOOR FS2.0 BUDGET 15 Aspen Burlingame - Early Childhood Education Center ARCHITECTURAL DRAWINGS 0' - 0" 1' - 0" 2' - 0" 3' - 0" 4' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 4' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 4' - 0" 4' - 0" 5' - 0" 6' - 0" 1' - 0" 2' - 0" 3' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0" 21' - 0" 22' - 0" 23' - 0" 24' - 0" 25' - 0" 26' - 0" 27' - 0" 24' - 0" 25' - 0" 26' - 0" PHASE 1 PARKING32 STALLS - 2 EV CHARGING STATIONS INCLUDED (44 RECOMMENDED PER PROGRAM)COMPACTTRAIL PAEPCKE DRIVE HARMONY ROADV EXISTING PHASE 3 RESIDENTIAL STRUCTURE VEHICLE ACCESS EXIT FROM MAIN ENTRANCE PHASE 2 PARKING (10 STALLS )COMPACT24' - 0" 10' - 0" 10' - 0" BUILDING A BUILDING B EXIT FROM GROUND FLOOR BELOW 12' - 9 " BUILDING SETBACK PROPERTY LINE 15' - 8"11' - 0 1/ 2" 16' - 0 "9' - 7"12' - 5 1/2" 11' - 2"19' - 7 1/2"ON STREET PARKING23' - 0"5.0 %5.0%5.0%14' - 9"11' - 0 "25' - 2"CODE SUMMARY The project will consist of two new structures; a new 2 story early childhood education (ECE) facility for ages 6 months through 5 years and a 3 story residential building on an undeveloped site. The building construction will be Type II-B for the ECE facility and Type VB for the residential facility. Both will be fully equipped with an automatic sprinkler system. All classrooms in the ECE facility will have a minimum of one (1) means of egress directly outside at ground level. The parking area in the residential facility will be horizontally separated from the dwelling units above. GOVERNING CODES:2015 International Building Code2015 International Energy Conservation Code2015 International Fire Code2015 International Fuel Gas Code 2015 International Mechanical Code 2015 International Plumbing Code 2020 NEC2009 ICC A117.1 BUILDING AREA & TYPE CONSTRUCTION TYPE: OCCUPANCY:FIRE PROTECTION: SMOKE DETECTION: FIRE ALARM: ALLOWABLE BLDG HEIGHT: ACTUAL BUILDING HEIGHT: ALLOWABLE BLDG AREA: ACTUAL BLDG AREA BASEMENT/PARKING: 1ST FLOOR: 2ND FLOOR: TOTAL BUILDING AREA: IIB E (IBC 308.6.1) FULLY SPRINKLEDYES YES 41' - 5 1/2", 2 STORIES 14,250 GSF (COMPLIES) BUILDING ELEMENTS STRUCTURAL FRAMEBEARING WALLS - EXTERIORBEARING WALLS - INTERIOR NON-BEARING WALLS & PARTITIONS - EXT. NON-BEARING WALLS & PARTITIONS - INT.ROOF/CEILINGFLOOR/CEILING SEPARATION WALLS CORRIDOR WALLS 75', 3 STORIES 43,500 SF (no area factor increase applied) 1,013 GSF (not included in total) 7,786 GSF 6,464 GSF BLDG A (ECE)BLDG B (RESIDENTIAL) VB R-2, S-2 FULLY SPRINKLEDYES YES 37'-5", 3 STORIES 8,340 GSF (COMPLIES) R-2: 60', 3 STORIES S-2: 60', 3 STORIES R-2: 21,000 SF S-2: 40,500 SF (no area factor increases applied) 2,732 GSF 2,804 GSF 2,804 GSF 0 HOUR 2 HOUR0 HOUR PER TABLE 602 0 HOUR0 HOUR0 HOURN/A 0 HOUR 0 HOUR 0 HOUR0 HOUR PER TABLE 602 0 HOUR0 HOUR0.5 HOUR0.5 HOUR 0.5 HOUR PARKING E OCCUPANCY: PER SPECIAL REVIEW 37 SPACES PROVIDED ACCESSIBLE SPACES REQUIRED: 2 1 ACCESSIBLE & 1 VAN STALL PROVIDED R-2 OCCUPANCY: LESSER OF 1 PER BEDROOM OR 2 PER DWELLING UNIT 7 SPACES PROVIDED ACCESSIBLE SPACES REQUIRED: 1 1 VAN ACCESSIBLE STALL PROVIDED NOT FOR CONSTRUCTION G100 SCHEMATIC DESIGN 2022-3 11/25/2022 SITE CODE PLANASPEN BURLINGAME ECECity of Aspen 1" = 20'-0"1 CODE PLAN - SITE PLAN N 0'10 20 40 80 16 Aspen Burlingame - Early Childhood Education CenterARCHITECTURAL DRAWINGS DN UP 713 SF 21 OCC CLASSROOM 35 SF /OCC 638 SF 19 OCC CLASSROOM 35 SF /OCC 676 SF 20 OCC CLASSROOM 35 SF /OCC 651 SF 19 OCC CLASSROOM 35 SF /OCC 72 SF 1 OCC STOR. 300 SF /OCC 697 SF 140 OCC GROSS MOTOR 5 SF /OCC 438 SF 88 OCC LOBBY 5 SF /OCC 184 SF 2 OCC LACTATION 100 SF /OCC 212 SF 1 OCC CUSTODIAL STOR. 300 SF /OCC 103 SF 1 OCC STOR. 300 SF /OCC 509 SF 2 OCC MECH. 300 SF /OCC 189 SF 1 OCC LAUNDRY 300 SF /OCC 72 SF 1 OCC JAN. 300 SF /OCC 103 SF 1 OCC STOR. 300 SF /OCC 7 2 11 10 9 10 1 88 10 10 2 1 71 70 10 9 1 OCC. LOAD: 118 DOOR WIDTHREQUIRED: 118x.15" = 17.7" PROVIDED: 68" OCC. LOAD: 20 DOOR WIDTH REQUIRED: 20x.15" = 3"PROVIDED: 34" 5 OCC. FROM BASEMENT OCC. LOAD: 70 DOOR WIDTH REQUIRED: 70x.15" = 10.5"PROVIDED: 34" OCC. LOAD: 94 DOOR WIDTH REQUIRED: 94x.15" = 14.1"PROVIDED: 34" OCC. LOAD: 20 DOOR WIDTHREQUIRED: 20x.15" = 3" PROVIDED: 34" TODDLER PLAYGROUND INFANT PLAYGROUND 766 SF 8 OCC ADMIN 100 SF /OCC 98 SF 20 OCC BREAKOUT 5 SF /OCC 187 SF 2 OCC OFFICE 100 SF /OCC 305 SF 4 OCC WORKROOM 100 SF /OCC 815 SF 24 OCC CLASSROOM 35 SF /OCC 734 SF 21 OCC CLASSROOM 35 SF /OCC 822 SF 24 OCC CLASSROOM 35 SF /OCC 8 12 12 10 11 12 12 4 20 2 OCC. LOAD: 30DOOR WIDTHREQUIRED: 30x.15" = 4.5"PROVIDED: 68" OCC. LOAD: 35 DOOR WIDTHREQUIRED: 35x.15" = 5.25" PROVIDED: 34" OCC. LOAD: 38 DOOR WIDTH REQUIRED: 38x.15" = 5.7"PROVIDED: 34" PRESCHOOL PLAYGROUND 589 SF 2 OCC BUILDING STOR. 300 SF /OCC 146 SF 1 OCC ELECTRICAL 300 SF /OCC 97 SF 1 OCC TELECOM 300 SF /OCC 126 SF 1 OCC WATER ENTRY 300 SF /OCC CRAWL SPACE CRAWL SPACE 2 OCC. LOAD: 5STAIR WIDTHREQUIRED: 5x.2" = 1"PROVIDED: 42" 0.5 HOUR SEPARATION 1 HOUR SEPARATION 2 HOUR SEPARATION LEGEND NOT FOR CONSTRUCTION G110 SCHEMATIC DESIGN 2022-3 11/25/2022 CODE PLANS - ECEASPEN BURLINGAME ECECity of Aspen 3/32" = 1'-0"1 CODE PLAN - ECE 1ST FL 3/32" = 1'-0"2 CODE PLAN - ECE 2ND FL N 0'4'8'16'32'64' 3/32" = 1'-0"3 CODE PLAN - ECE BASEMENT 17 Aspen Burlingame - Early Childhood Education Center ARCHITECTURAL DRAWINGS NOT FOR CONSTRUCTION A0.001 SCHEMATIC DESIGN 2022-3 11/25/2022 SPECIFICATIONSASPEN BURLINGAME ECECity of Aspen 18 Aspen Burlingame - Early Childhood Education CenterARCHITECTURAL DRAWINGS NOT FOR CONSTRUCTION A0.002 SCHEMATIC DESIGN 2022-3 11/25/2022 SPECIFICATIONSASPEN BURLINGAME ECECity of Aspen 19 Aspen Burlingame - Early Childhood Education Center ARCHITECTURAL DRAWINGS NOT FOR CONSTRUCTION A0.003 SCHEMATIC DESIGN 2022-3 11/25/2022 SPECIFICATIONSASPEN BURLINGAME ECECity of Aspen 20 Aspen Burlingame - Early Childhood Education CenterARCHITECTURAL DRAWINGS NOT FOR CONSTRUCTION A0.004 SCHEMATIC DESIGN 2022-3 11/25/2022 SPECIFICATIONSASPEN BURLINGAME ECECity of Aspen 21 Aspen Burlingame - Early Childhood Education Center ARCHITECTURAL DRAWINGS NOT FOR CONSTRUCTION A0.005 SCHEMATIC DESIGN 2022-3 11/25/2022 SPECIFICATIONSASPEN BURLINGAME ECECity of Aspen 22 Aspen Burlingame - Early Childhood Education CenterARCHITECTURAL DRAWINGS DN PHASE 1 PARKING 32 STALLS - 2 EV CHARGING STATIONS INCLUDED (44 RECOMMENDED PER PROGRAM)COMPACTTRAI L UTILITY EASEMENT COVERED CARPORTS PAEPCKE DRIVE HARMONY ROADEXISTING PHASE 3 RESIDENTIAL STRUCTURE PROPOSED OFFSITE STORM CONVEYANCE PIPE EXISTING TRANSFORMERS VEHICLE ACCESS MAIN ENTRANCE 50 SF PLAY STOR 2472 SFTODDLER PLAYGROUND PHASE 2 PARKING (10 STALLS )COMPACT2350 SFHOUSING PARKING(7STALLS) 1.0 1.1 2.0 2.1 3.0 3.1 4.0 4.1 5.1 E A B C D W X Y Z 1 2 3 PHASE 2 PARKING COVERED CARPORTS LEGEND EXISTING PHASE 3 RESIDENTIAL STRUCTURE NOT FOR CONSTRUCTION A0.100 SCHEMATIC DESIGN 2022-3 11/25/2022 SITE PLANASPEN BURLINGAME ECECity of Aspen N 0'8 16 32 64 1/16" = 1'-0"1 HILLSIDE ECE - SITE PLAN ECE AREA: 13,588 GSF HOUSING AREA: 5,344 GSF (3) 2 BEDROOM UNITS (1) 1 BEDROOM UNITS PARKING AREA: 13,752 SF (ECE SURFACE PARKING)2,731 SF (HOUSING GARAGE PARKING) 23 Aspen Burlingame - Early Childhood Education Center ARCHITECTURAL DRAWINGS UP 1 A1.301 1 A1.302 2 A1.301 2 A1.302 LINE OF HALLWAY ABOVE 1.0 1.1 2.0 2.1 3.0 3.1 4.0 4.1 5.1 E A B C D FOUNDATION WALLS RE: STRUCTURAL FOUNDATION WALLS RE: STRUCTURAL RETAINING WALL RE: STRUCTURAL RETAINING WALL RE: STRUCTURAL 419 SF BUILDING STORAGE 126 SF ELECTRICAL 85 SF TELECOM 103 SF WATER ENTRY ELEVATOR SHAFT RE: STRUCTURAL NOT FOR CONSTRUCTION A1.110 SCHEMATIC DESIGN 2022-3 11/25/2022 ECE FLOOR PLAN - CRAWL SPACEASPEN BURLINGAME ECECity of Aspen N 0'4'8'16'32' 3/16" = 1'-0"1 HILLSIDE ECE - CRAWL SPACE (7826') 24 Aspen Burlingame - Early Childhood Education CenterARCHITECTURAL DRAWINGS DWDN 59 SF RR 487 SF LOBBY 718 SF GROSS MOTOR 143 SF LAUNDRY 758 SF TODDLER A 792 SF INFANT B 148 SF LACTATION 48 SF BUGGY 174 SF CUSTODIAL STORAGE 426 SF MECHANICAL 50 SF PLAY STOR RESTROOM CAR SEATS RESTROOM CAR SEATS MAIN ENTRANCE 1 A1.301 69 SF PLAY STOR. 1 A1.302 72 SF VESTIBULE SEATING AREA RECEPTION LINE OF FLOOR ABOVE LINE OF FLOOR ABOVE LINE OF FLOOR ABOVE OPEN TO ABOVE LINE OF HALLWAY ABOVE LINE OF HALLWAY ABOVE OP E N T O A B O V E 2 A1.301 2 A1.302 1.0 1.1 2.0 2.1 3.0 3.1 4.0 4.1 5.1E A B C D 61 SF RR 54 SF JAN. ELEV 85 SF STORAGE 833 SF TODDLER B 766 SF INFANT A NOT FOR CONSTRUCTION A1.111 SCHEMATIC DESIGN 2022-3 11/25/2022 ECE FLOOR PLAN - FIRST FLOORASPEN BURLINGAME ECECity of Aspen N 3/16" = 1'-0"1 HILLSIDE - ECE 1ST FL (7831') 0'4'8'16'32' 25 Aspen Burlingame - Early Childhood Education Center ARCHITECTURAL DRAWINGS 866 SF PRESCHOOL B 950 SF PRESCHOOL C 49 SF RR 28 SF CHASE OP E N T O B E L O W RESTROOM OPEN TO BELOW RESTROOM 1 A1.301 OPEN TO BELOW 1 A1.302 226 SF CONFERENCE ROOM 2 A1.301 BREAKOUT SPACE LINE OF FLOOR BELOW LINE OF FLOOR BELOW 2 A1.302 A1.201 1 A1.201 3 A1.201 4 A1.201 2 151 SF DIRECTORS OFFICE 70 SF RR 70 SF RR 242 SF LEARNING RESOURCE 1.0 1.1 2.0 2.1 3.0 3.1 4.0 4.1 5.1 E A B C D ELEV 184 SF STAFF LOUNGE 184 SF WARMING KITCHEN 27 SF JAN 2024 SF PRESCHOOLPLAYGROUND CHASE 953 SF PRESCHOOL A NOT FOR CONSTRUCTION A1.112 SCHEMATIC DESIGN 2022-3 11/25/2022 ECE FLOOR PLAN - SECOND FLOORASPEN BURLINGAME ECECity of Aspen 3/16" = 1'-0"1 HILLSIDE - ECE 2ND FL (7846') N 0'4'8'16'32' 26 Aspen Burlingame - Early Childhood Education CenterARCHITECTURAL DRAWINGS 1 A1.301 1 A1.302 2 A1.301 2 A1.302 1.0 1.1 2.0 2.1 3.0 3.1 4.0 4.1 5.1 E A B C D AC PER WOOD GYP. BD., PAINTED 2X2 ACT RCP LEGEND 2X4 ACT ACOUSTICAL PERFORATED WOOD 1X4 ACT WOOD SLATS NOT FOR CONSTRUCTION A1.121 SCHEMATIC DESIGN 2022-3 11/25/2022 ECE REFLECTED CEILING PLAN - FIRST FLOORASPEN BURLINGAME ECECity of Aspen N 0'4'8'16'32' 3/16" = 1'-0"1 HILLSIDE - ECE 1ST FL (7831') 27 Aspen Burlingame - Early Childhood Education Center ARCHITECTURAL DRAWINGS 1 A1.301 1 A1.302 2 A1.301 2 A1.302 1.0 1.1 2.0 2.1 3.0 3.1 4.0 4.1 5.1 E A B C D GYP. BD., PAINTED 2X2 ACT RCP LEGEND 2X4 ACT ACOUSTICAL PERFORATED WOOD 1X4 ACT WOOD SLATS NOT FOR CONSTRUCTION A1.122 SCHEMATIC DESIGN 2022-3 11/25/2022 ECE REFLECTED CEILING PLAN - SECOND FLOORASPEN BURLINGAME ECECity of Aspen N 0'4'8'16'32' 3/16" = 1'-0"1 HILLSIDE - ECE 2ND FL (7846') 28 Aspen Burlingame - Early Childhood Education CenterARCHITECTURAL DRAWINGS 1 A1.301 1 A1.302 2 A1.301 2 A1.302 2:122:123:122:123:124:124:123:124:124:123:123:121.0 1.1 2.0 2.1 3.0 3.1 4.0 4.1 5.1 E A B C D SOLAR PANELS MTL. ROOF-12 1/4" SIP-ICE AND WATER SHIELD-STANDING SEAM MTL. ROOF, PRE-FINISHED MTL. ROOF-12 1/4" SIP-ICE AND WATER SHIELD -CORRUGATED MTL. NOT FOR CONSTRUCTION A1.131 SCHEMATIC DESIGN 2022-3 11/25/2022 ECE - ROOF PLANASPEN BURLINGAME ECECity of Aspen 3/16" = 1'-0"1 HILLSIDE ECE - ROOF (7859') N 0'4'8'16'32' 29 Aspen Burlingame - Early Childhood Education Center ARCHITECTURAL DRAWINGS NOT FOR CONSTRUCTION A1.200 SCHEMATIC DESIGN 2022-3 11/25/2022 OVERALL EXTERIOR ELEVATIONSASPEN BURLINGAME ECECity of Aspen 3/32" = 1'-0"1 OVERALL - NORTH ELEVATION 3/32" = 1'-0"2 OVERALL - EAST ELEVATION 3/32" = 1'-0"3 OVERALL - WEST ELEVATION 30 Aspen Burlingame - Early Childhood Education CenterARCHITECTURAL DRAWINGS HILLSIDE - ECE 1ST FL (7831')10' - 0" HILLSIDE ECE - 2ND FL (7845')24' - 0" HILLSIDE ECE - CRAWLSPACE (7826')5' - 0" EXT. WALLS WITH VERTICAL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP- FIBER CEMENT PANEL MTL. ROOF-12 1/4" SIP-ICE AND WATER SHIELD-STANDING SEAM MTL. ROOF, PRE-FINISHED STOREFRONT- INSULATED FIBERGLASS FRAME W/ DOUBLE PANE, WARM-EDGE SPACER EXT. WALLS WITH MTL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP- CORRUGATED MTL SIDING EXT. WALLS WITH HORIZONTAL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP- FIBER CEMENT PANEL HILLSIDE - ECE 1ST FL(7831')10' - 0" HILLSIDE ECE - 2ND FL (7845')24' - 0" HILLSIDE ECE - CRAWLSPACE (7826')5' - 0" EXT. WALLS WITH VERTICAL SIDING - 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP- FIBER CEMENT PANEL MTL. ROOF -12 1/4" SIP-ICE AND WATER SHIELD-STANDING SEAM MTL. ROOF, PRE-FINISHED STOREFRONT- INSULATED FIBERGLASS FRAME W/ DOUBLE PANE, WARM-EDGE SPACER EXT. WALLS WITH MTL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP - CORRUGATED MTL SIDING EXT. WALLS WITH HORIZONTAL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP- FIBER CEMENT PANEL HILLSIDE - ECE 1ST FL(7831')10' - 0" HILLSIDE ECE - 2ND FL (7845')24' - 0" HILLSIDE ECE - CRAWLSPACE (7826')5' - 0" EXT. WALLS WITH VERTICAL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP- FIBER CEMENT PANEL MTL. ROOF-12 1/4" SIP-ICE AND WATER SHIELD-STANDING SEAM MTL. ROOF, PRE-FINISHED STOREFRONT- INSULATED FIBERGLASS FRAME W/ DOUBLE PANE, WARM-EDGE SPACER EXT. WALLS WITH MTL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP- CORRUGATED MTL SIDING EXT. WALLS WITH HORIZONTAL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP- FIBER CEMENT PANEL HILLSIDE - ECE 1ST FL(7831')10' - 0" HILLSIDE ECE - 2ND FL (7845')24' - 0" HILLSIDE ECE - CRAWLSPACE (7826')5' - 0" EXT. WALLS WITH VERTICAL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP- FIBER CEMENT PANEL STOREFRONT- INSULATED FIBERGLASS FRAME W/ DOUBLE PANE, WARM-EDGE SPACER EXT. WALLS WITH MTL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP - CORRUGATED MTL SIDING NOT FOR CONSTRUCTION A1.201 SCHEMATIC DESIGN 2022-3 11/25/2022 ECE - EXTERIOR ELEVATIONSASPEN BURLINGAME ECECity of Aspen 1/8" = 1'-0"1 HILLSIDE ECE - NORTH ELEVATION 1/8" = 1'-0"4 HILLSIDE ECE - WEST ELEVATION 1/8" = 1'-0"3 HILLSIDE ECE - EAST ELEVATION 1/8" = 1'-0"2 HILLSIDE ECE - SOUTH ELEVATION 0'4 8 16 32 31 Aspen Burlingame - Early Childhood Education Center ARCHITECTURAL DRAWINGS HILLSIDE - ECE 1ST FL(7831')10' - 0" HILLSIDE ECE - 2ND FL (7845')24' - 0" HILLSIDE - ECE BASEMENT (7821')0' - 0" PRESCHOOL B CIRCULATION CRAWL SPACE NATURAL LIGHT LACTATION INFANT B HILLSIDE ECE - CRAWL SPACE (7826')5' - 0" 3 A1.302 3:12 2:12 CRAWL SPACE DIRECTORS OFFICE 1.1 2.1 3.1 4.1 5.1 OVERHANGS- 2x OVERFRAMING- FIBER CEMENT FASCIA AND SOFFIT ALTERNATE - R-5.5 INSULATION R-40 INSULATION R-10 INSULATION HILLSIDE - ECE 1ST FL (7831')10' - 0" HILLSIDE ECE - 2ND FL(7845')24' - 0" HILLSIDE ECE - ROOF (7859')38' - 0" HILLSIDE - ECEBASEMENT (7821')0' - 0" HILLSIDE ECE - CRAWLSPACE (7826')5' - 0" CRAWL SPACE CIRCULATIONTODDLER A 2:12 2 A1.302 CRAWL SPACE 3:12 1.0 2.0 3.0 4.0 4:12 WARMING KITCHEN MECHANICAL OVERHANGS - 2x OVERFRAMING- FIBER CEMENT FASCIA AND SOFFIT OVERHANGS- 2x OVERFRAMING- FIBER CEMENT FASCIA AND SOFFIT ALTERNATE - R-5.5 INSULATION R-40 INSULATION R-10 INSULATION NOT FOR CONSTRUCTION A1.301 SCHEMATIC DESIGN 2022-3 11/25/2022 ECE - BUILDING SECTIONASPEN BURLINGAME ECECity of Aspen 0'4'8'16'32' 3/16" = 1'-0"1 HILLSIDE ECE - BUILDING SECTION_INFANT B 3/16" = 1'-0"2 HILLSIDE ECE - BUILDING SECTION_ TODDLER A 32 Aspen Burlingame - Early Childhood Education CenterARCHITECTURAL DRAWINGS SITE (7821')0' - 0" HILLSIDE - ECE 1ST FL(7831')10' - 0" HILLSIDE ECE - 2ND FL (7845')24' - 0" HILLSIDE - ECE BASEMENT (7821')0' - 0" HILLSIDE ECE - CRAWLSPACE (7826')5' - 0" CIRCULATIONLOBBY PRESCHOOL B BREAKOUT SPACE BEYOND 3 A1.302 2:12 2:12 3:12 CRAWL SPACE 1.1 2.1 3.1 4.1 MECHANICAL WATER ENTRY BUILDING STORAGE OVERHANGS - 2x OVERFRAMING - FIBER CEMENT FASCIA AND SOFFIT CIRCULATION R-10 INSULATION R-40 INSULATION 2 A1.301 PLAY STOR. CIRCULATION CRAWL SPACE A B CIRCULATION BUILDING STORAGE ALTERNATE - R-5.5 INSULATION R-40 INSULATION R-10 INSULATION HILLSIDE - ECE 1ST FL (7831')10' - 0" HILLSIDE ECE - 2ND FL (7845')24' - 0" HILLSIDE - ECEBASEMENT (7821')0' - 0" 1 A1.301 HILLSIDE ECE - CRAWLSPACE (7826')5' - 0" CIRCULATION CRAWL SPACE ECD CIRCULATION R-40 INSULATION R-10 INSULATION NOT FOR CONSTRUCTION A1.302 SCHEMATIC DESIGN 2022-3 11/25/2022 ECE - BUILDING SECTIONASPEN BURLINGAME ECECity of Aspen 3/16" = 1'-0"1 HILLSIDE ECE - BUILDING SECTION_LOBBY 3/16" = 1'-0"2 HILLSIDE ECE - BUILDING SECTION_HALLWAY 0'4'8'16'32' 33 Aspen Burlingame - Early Childhood Education Center ARCHITECTURAL DRAWINGS 1 A2.302 WATER ENTRY 2350 SF HOUSING PARKING(7STALLS) A2.201 1 A2.2014 A2.201 2 A2.201 3 2 A2.302 W X Y Z 1 2 3 BIKE STORAGE SHEET NO. ISSUED FOR: DATE PROJECT NUMBER SHEET TITLE ©COPYRIGHT ALAN FORD ARCHITECTS, P.C. 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303−383−1111 FAX: 303−383−2135 www.fordarch.com DRAWN BY: CHECKED BY: QA/QC APPROVAL: REVISIONS NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1−970−963−0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402−392−0133 FAX: 402−392−0413 www.rdgusa.com A2.110 SCHEMATIC DESIGN COST ESTIMATE 2022-3 10/24/2022 HOUSING FLOOR PLAN -PARKINGASPEN BURLINGAME ECECity of Aspen_ ABF TAM N 1/4" = 1'-0"1 HILLSIDE - HOUSING GARAGE (7827') 0'2'4'8'16' 34 Aspen Burlingame - Early Childhood Education CenterARCHITECTURAL DRAWINGS UP 1 A2.302 LOBBY 730 SF UNIT 1 996 SF UNIT 2 BED 1 LAUNDRY LAUNDRY RESTROOM RESTROOM BED 2 BED 1 RESTROOM BALCONY BALCONY BALCONY STORAGE STORAGE A2.201 1 A2.2014 A2.201 2 A2.201 3 2 A2.302 W X Y Z 1 2 3 149 SF Room 151 SF Room 67 SF Room NOT FOR CONSTRUCTION A2.111 SCHEMATIC DESIGN 2022-3 11/25/2022 HOUSING FLOOR PLAN - FIRST FLOORASPEN BURLINGAME ECECity of Aspen 1/4" = 1'-0"1 HILLSIDE - HOUSING 1ST FL (7837') N 0'2'4'8'16' 35 Aspen Burlingame - Early Childhood Education Center ARCHITECTURAL DRAWINGS 1 A2.302 CIRCULATION 904 SF UNIT 3 992 SF UNIT 4 RESTROOM RESTROOM RESTROOM RESTROOMBED 1 BED 2 BED 2 BED 1 LAUNDRY LAUNDRY BALCONY BALCONY BALCONY 141 SF MECH/ELEC A2.201 1 A2.2014 A2.201 2 A2.201 3 2 A2.302 W X Y Z 1 2 3 NOT FOR CONSTRUCTION A2.112 SCHEMATIC DESIGN 2022-3 11/25/2022 HOUSING FLOOR PLAN - SECOND FLOORASPEN BURLINGAME ECECity of Aspen 1/4" = 1'-0"1 HILLSIDE - HOUSING 2ND FL (7849') N 0'2'4'8'16' 36 Aspen Burlingame - Early Childhood Education CenterARCHITECTURAL DRAWINGS 1 A2.302 1" / 1'-0"1" / 1'-0"3" / 1'-0"A2.201 1 A2.2014 A2.201 2 A2.201 3 2 A2.302 W X Y Z 1 2 3 2" / 1'-0"SOLAR PANELS ASPHALT SHINGLES ROOF STANDING SEAM MTL. ROOF LEGEND NOT FOR CONSTRUCTION A2.131 SCHEMATIC DESIGN 2022-3 11/25/2022 HOUSING - ROOF PLAN ASPEN BURLINGAME ECECity of Aspen 1/4" = 1'-0"1 HILLSIDE - HOUSING ROOF (7862') N 0'2'4'8'16' 37 Aspen Burlingame - Early Childhood Education Center ARCHITECTURAL DRAWINGS HILLSIDE - HOUSING 2ND FL (7849')28' - 0" HILLSIDE - HOUSING 1STFL (7837')16' - 0" HILLSIDE - HOUSINGGARAGE (7827')6' - 0" EXT. WALLS WITH VERTICAL SIDING- 10 1/4" EPS SIP PANEL - WEATHER BARRIER/BUILDING WRAP- FIBER CEMENT PANEL ASPHALT SHINGLE ROOF-12 1/4" SIP-ICE AND WATER SHIELD STOREFRONT- INSULATED FIBERGLASS FRAME W/ DOUBLE PANE, WARM-EDGE SPACER EXT. WALLS WITH HORIZONTAL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP - FIBER CEMENT PANEL HILLSIDE - HOUSING 2ND FL (7849')28' - 0" HILLSIDE - HOUSING 1STFL (7837')16' - 0" HILLSIDE - HOUSINGGARAGE (7827')6' - 0"37' - 5"EXT. WALLS WITH VERTICAL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP- FIBER CEMENT PANEL ASPHALT SHINGLE ROOF-12 1/4" SIP-ICE AND WATER SHIELD STOREFRONT- INSULATED FIBERGLASS FRAME W/ DOUBLE PANE, WARM-EDGE SPACER EXT. WALLS WITH MTL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP - CORRUGATED MTL SIDING EXT. WALLS WITH HORIZONTAL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP- FIBER CEMENT PANEL MTL. ROOF-12 1/4" SIP-ICE AND WATER SHIELD -STANDING SEAM MTL. ROOF, PRE-FINISHED HILLSIDE - HOUSING 2ND FL (7849')28' - 0" HILLSIDE - HOUSING 1STFL (7837')16' - 0" HILLSIDE - HOUSINGGARAGE (7827')6' - 0" EXT. WALLS WITH VERTICAL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP - FIBER CEMENT PANEL ASPHALT SHINGLE ROOF-12 1/4" SIP-ICE AND WATER SHIELD STOREFRONT - INSULATED FIBERGLASS FRAME W/ DOUBLE PANE, WARM-EDGE SPACER EXT. WALLS WITH MTL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP- CORRUGATED MTL SIDING EXT. WALLS WITH HORIZONTAL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP- FIBER CEMENT PANEL HILLSIDE - HOUSING 2ND FL (7849')28' - 0" HILLSIDE - HOUSING 1STFL (7837')16' - 0" HILLSIDE - HOUSINGGARAGE (7827')6' - 0" EXT. WALLS WITH VERTICAL SIDING- 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP- FIBER CEMENT PANEL ASPHALT SHINGLE ROOF -12 1/4" SIP-ICE AND WATER SHIELD STOREFRONT- INSULATED FIBERGLASS FRAME W/ DOUBLE PANE, WARM-EDGE SPACER EXT. WALLS WITH HORIZONTAL SIDING - 10 1/4" EPS SIP PANEL- WEATHER BARRIER/BUILDING WRAP- FIBER CEMENT PANEL NOT FOR CONSTRUCTION A2.201 SCHEMATIC DESIGN 2022-3 11/25/2022 HOUSING - EXTERIOR ELEVATIONSASPEN BURLINGAME ECECity of Aspen 1/8" = 1'-0"4 HILLSIDE HOUSING - EAST ELEVATION 1/8" = 1'-0"1 HILLSIDE HOUSING - NORTH ELEVATION 1/8" = 1'-0"3 HILLSIDE HOUSING - SOUTH ELEVATION 1/8" = 1'-0"2 HILLSIDE HOUSING - WEST ELEVATION 0'4 8 16 32 38 Aspen Burlingame - Early Childhood Education CenterARCHITECTURAL DRAWINGS HILLSIDE - HOUSING 2ND FL (7849')28' - 0" HILLSIDE - HOUSING 1ST FL (7837')16' - 0" HILLSIDE - HOUSING GARAGE (7827')6' - 0" UNIT 4 HOUSING GARAGE BED 2BED 1 UNIT 2BED 2BED 1 1:12 3:12 2' - 11 1/4"TO MIDPOINT OF HIGHEST ROOFHOUSING PARKING(7STALLS) 1 2 3 HILLSIDE - HOUSING 2NDFL (7849')28' - 0" HILLSIDE - HOUSING 1STFL (7837')16' - 0" HILLSIDE - HOUSING GARAGE (7827')6' - 0" UNIT 1 LOBBY UNIT 2 UNIT 4UNIT 3 W X Y Z NOT FOR CONSTRUCTION A2.302 SCHEMATIC DESIGN 2022-3 11/25/2022 HOUSING - BUILDING SECTIONASPEN BURLINGAME ECECity of Aspen 1/8" = 1'-0"1 HILLSIDE HOUSING - BUILDING SECTION_UNIT 2 0'2'4'8'16' 1/8" = 1'-0"2 HILLSIDE HOUSING - BUILDING SECTION_UNIT 1 39 Aspen Burlingame - Early Childhood Education Center ARCHITECTURAL DRAWINGS 40 Aspen Burlingame - Early Childhood Education CenterRENDERINGS - AERIAL (NORTH) 41 Aspen Burlingame - Early Childhood Education Center RENDERINGS - AERIAL (WEST) 42 Aspen Burlingame - Early Childhood Education CenterRENDERINGS - AERIAL (SOUTH) 43 Aspen Burlingame - Early Childhood Education Center RENDERINGS - AERIAL (EAST) 44 Aspen Burlingame - Early Childhood Education CenterRENDERINGS - ECE ENTRANCE 45 Aspen Burlingame - Early Childhood Education Center RENDERINGS - ECE ENTRANCE 46 Aspen Burlingame - Early Childhood Education CenterRENDERINGS - VIEWING SOUTH EAST 47 Aspen Burlingame - Early Childhood Education Center RENDERINGS - VIEWING NORTH WEST 48 Aspen Burlingame - Early Childhood Education CenterRENDERINGS - NORTH EAST 49 Aspen Burlingame - Early Childhood Education Center RENDERINGS - HOUSING ENTRANCE 50 Aspen Burlingame - Early Childhood Education CenterRENDERINGS - HOUSING ENTRANCE 51 Aspen Burlingame - Early Childhood Education Center RENDERINGS - VIEW FROM INTERSECTION 52 Aspen Burlingame - Early Childhood Education CenterRENDERINGS - LOBBY / FRONT DESK 53 Aspen Burlingame - Early Childhood Education Center RENDERINGS - LOBBY / FRONT DESK 54 Aspen Burlingame - Early Childhood Education CenterRENDERINGS - CORRIDOR 55 Aspen Burlingame - Early Childhood Education Center RENDERINGS - INFANT CLASSROOM 56 Aspen Burlingame - Early Childhood Education CenterRENDERINGS - INFANT CLASSROOM 57 Aspen Burlingame - Early Childhood Education Center RENDERINGS - PRESCHOOL CLASSROOM 58 Aspen Burlingame - Early Childhood Education CenterRENDERINGS - BREAKOUT SPACE 59 Aspen Burlingame - Early Childhood Education Center RENDERINGS - SECOND FLOOR CORRIDOR 60 Aspen Burlingame - Early Childhood Education CenterRENDERINGS - PRESCHOOL CLASSROOM 61 Aspen Burlingame - Early Childhood Education Center RENDERINGS - PRESCHOOL PLAYGROUND 62 Aspen Burlingame - Early Childhood Education CenterCIVIL DRAWINGS VICINITY MAP MEMBER UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE Know what's R C-1.0 COVER & GENERAL NOTES C-2.0 SCHEMATIC UTILITY PLAN C-3.0 SCHEMATIC GRADING PLAN C-4.0 SCHEMATIC DRAINAGE PLAN C-5.0 SCHEMATIC WATER QUALITY BASINS C-6.0 SITE DETAILS C-6.1 CITY OF ASPEN WATER DETAILS CIVIL PLAN INDEX SITE BENCHMARK 1.CONCRETE MATERIAL AND PLACEMENT SHALL BE CDOT CLASS D MIX, WITH 4500 PSI COMPRESSIVE STRENGTH. 2.WEATHER PROTECTION SHALL BE PROVIDED IN COMPLIANCE WITH CDOT STANDARD SPECIFICATIONS (LATEST STANDARDS)SECTION 412 & 601. 3.PERMITTEE SHALL SCHEDULE A FORM INSPECTION AND OBTAIN APPROVAL PRIOR TO POURING WITHIN CITY OF ASPENRIGHT-OF-WAY. 4.DAMAGED CONCRETE PAVEMENT SHALL BE REMOVED AND REPLACED AS A FULL PANEL SECTION WITH DOWELS SET INTOADJACENT PANELS IN COMPLIANCE WITH CDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION AND M&SSTANDARDS (LATEST EDITION). 5.DAMAGED FLATWORK AND CURB AND GUTTER SHALL BE REPLACED IN FULL SECTIONS FROM EXISTING CONTRACTION JOINTS.PARTIAL SECTION REPLACEMENT SHALL NOT BE PERMITTED. 6.CONCRETE REMOVED ADJACENT TO ASPHALT PAVEMENTS SHALL BE SAWCUT A MINIMUM OF 2' STRIP ALONG THE ABUTTINGEDGE PRIOR TO REMOVAL IN ORDER TO REMOVE WITHOUT DAMAGE TO THE ASPHALT PAVEMENT. THE SAWCUT EDGE SHALLNOT BE USED AS A FORM FOR THE NEW CONCRETE. TEMPORARY FORMWORK SHALL BE PLACED ALONG THE SAWCUT EDGE INTHE DESIRED ALIGNMENT. THE TOP EDGE OF THE REPLACED CONCRETE SECTION (CONC. LIP) SHALL BE STRAIGHT AND TRUEWITHOUT WARPING OR IRREGULARITY. AFTER THE FORMWORK IS REMOVED, THE GAP SHALL BE RE-PAVED WITH ASPHALT.DAMAGE CAUSED TO THE EDGE OF THE ASPHALT PAVEMENT SHALL RESULT IN THE ASSESSMENT OF A RESTORATION FORASPHALT RESURFACING. 7.SUBGRADE ELEVATION SHALL BE BROUGHT UP TO +/- 0.05 FOOT OF FINAL GRADE PER PLANS, WITH APPROVED MATERIALS PRIORTO PLACING FORMS. 8.NO WATER SHALL BE PLACED ON CONCRETE SURFACE TO ASSIST FINISHING. 9.VARIATIONS OF CONCRETE SURFACE SHALL NOT EXCEED 18 INCH IN TEN FEET (10') IN ALL DIRECTIONS. 10.LIQUID MEMBRANE CURING COMPOUND SHALL BE PLACED IN COMPLIANCE WITH CDOT STANDARD SPECIFICATIONS (LATEST EDITION) SECTION 601.13.36 AT A RATE TO COMPLETELY COAT ALL EXPOSED SURFACES. 11.PERMITTEE SHALL BE RESPONSIBLE FOR REPAIRING SIDEWALK, CURB, OR GUTTER DAMAGED FROM WORK ACTIVITIES OFPERMITTEE. 12.PERMITTEE SHALL BE RESPONSIBLE FOR INSTALLATION OF NEW SIDEWALK, CURB AND GUTTER PER CITY CODE, AND FOR REPAIROF SIDEWALK, CURB AND GUTTER PER CITY CODE. 13.SIDEWALKS MUST BE CONSTRUCTED WITH 4 INCH THICK CONCRETE AND MUST HAVE 4500 PSI COMPRESSIVE STRENGTH WITHIN28 DAY MAX. CURING PERIOD. 80 PERCENT OF THIS STRENGTH MUST BE ACHIEVED IN 7 DAYS FOLLOWING PLACEMENT OFCONCRETE. 14.ALL CONTRACTION JOINTS SHALL BE SAWN JOINTS AND MUST BE CUT WITHIN 12 HOURS OF PLACEMENT. SAWN JOINTS SHALL BESTRAIGHT AND TRUE AND 3-6mm IN WIDTH AND 1/3 OF CONCRETE THICKNESS AND CUT AT INTERVALS EQUAL TO THE WIDTH OFSIDEWALK. 15.BASE FOR FLATWORK SHALL BE AT LEAST 6" OF CDOT CLASS 6 ABC COMPACTED TO 95% OF STANDARD PROCTOR DENSITY WITHIN2% OF OPTIMUM MOISTURE. 16.COARSE BROOM FINISH SHALL BE PROVIDED PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL ON SIDEWALK ANDRAMPS AND PERPENDICULAR TO THE DIRECTION OF WATER FLOW ON CURB AND GUTTER. 1.ALL WATER MAIN CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF ASPEN WATER DEPARTMENT DESIGNSTANDARDS. 2.NO PVC PIPE IS ALLOWED ON POTABLE WATER SYSTEMS. 3.THE PIPE BEDDING MATERIAL SHALL BE 34" INCH CRUSHED SCREENED ROCK HAULED IN FOR BEDDING AND NOT NATIVEEXCAVATED MATERIAL. 4.THE BACKFILL MATERIAL FROM 12 INCHES ABOVE THE TOP OF THE PIPE TO THE TOP OF THE TRENCH SHALL BE CLASS 6AGGREGATE BASE COURSE MATERIAL. 5.MINIMUM COVER OF WATER MAINS AND SERVICE LINES SHALL BE 7 FEET DEEP FROM TOP OF PIPE TO FINISHED GRADE.MAXIMUM DEPTH AT FINISHED GRADE WILL NOT EXCEED 10 FEET. 6.ALL FITTINGS MUST HAVE MEGA LUG FITTINGS IN ADDITION TO CONCRETE THRUST BLOCKS. 7.VALVES: GATE VALVES SHALL BE INSTALLED FOR ALL VALVES 12" AND SMALLER AND SHALL BE A MUELLER OR PREAPPROVEDEQUIVALENT RESILIENT SEAT, EPOXY COATED MECHANICAL JOINT, NON-RISING VALVE STEM AND SHALL OPEN BY TURNING TOTHE LEFT, COUNTER-CLOCKWISE. VALVES SHALL CONFORM TO AWWA SPECIFICATIONS C-509; OR THE LATEST REVISION THEREOF;SHALL BE CLASS 250 MUELLER OR PREAPPROVED EQUIVALENT. VALVES GREATER THAN 12" WILL BE SPECIFIED ON A CASE BYCASE BASIS, DEPENDING ON THE PRESSURES THAT WILL BE ACCOMMODATED BY THE VALVES. IN ZONES WHICH HAVE STATICPRESSURES GREATER THAN 80 PSI THE VALVE APPLICATION WILL BE A CLASS 250 BUTTERFLY VALVE OF THE ABOVE MENTIONEDMANUFACTURERS WITH EPOXY INTERIOR AND EXTERIOR COATINGS. AT INTERSECTIONS, GATE VALVES SHALL BE INSTALLEDWITHIN 3' OF A TEE, CROSS, OR BEND, ALL CONNECTIONS SHALL HAVE MEGA-LUGS ON THE FITTINGS EXCEPT WHERE THE TEEBRANCH AND BRANCH VALVE ARE FLANGED. ALL MECHANICAL JOINT FITTINGS WILL HAVE MEGA-LUG FITTINGS, AND CONCRETETHRUST BLOCKS OR TIE RODS (ONLY WERE APPROVED). 8.ALL SERVICE TAPS SHALL BE PERFORMED BY THE CITY OF ASPEN WATER DEPARTMENT. 9.THE CITY OF ASPEN POLICY DOES NOT ALLOW WATER LINE INSTALLATION BETWEEN NOVEMBER 1 AND APRIL 15TH. 10.A PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO COMMENCING ANY WORK. 11.ALL VALVES CONNECTING TO THE CITY OF ASPEN WATER SYSTEM SHALL BE OPERATED BY THE CITY OF ASPEN WATERDEPARTMENT PERSONNEL ONLY. 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF ASPEN'S LATEST DESIGN STANDARDS UNLESS OTHERWISE NOTED.ALL WORK ITEMS NOT COVERED WITHIN THE CITY'S DESIGN STANDARDS SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE LATEST REVISION OF THE COLORADO DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROADAND BRIDGE CONSTRUCTION AND M & S STANDARDS. 2.THE EXISTING CONTOUR INTERVAL IS ONE (1) FOOT (DASHED). EXISTING CONDITIONS ARE BASED ON AN IMPROVEMENTSURVEY PERFORMED BY SOPRIS SURVEYING INC.. 3.ALL EXISTING UTILITIES EITHER UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICETHROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANYDAMAGE TO, OR INTERRUPTION OF SERVICES CAUSED BY THE CONSTRUCTION. 4.ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A SET OF APPROVED CONSTRUCTION DOCUMENTS ON SITE ATALL TIMES. 5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING CONDITIONS OUTSIDE THE DESIGNATEDIMPROVEMENT AREA FROM DAMAGE. ANY DAMAGE TO EXISTING AREAS OUTSIDE THE DESIGNATED IMPROVEMENT AREADURING CONSTRUCTION SHALL, AT A MINIMUM, BE RESTORED TO A STATE EQUAL TO ITS PRE CONSTRUCTION STATE. 6.THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE WORK, AND SHALL COMPLY WITH ALLLOCAL, STATE, AND FEDERAL REGULATIONS. IDENTIFYING THE NEED FOR A PERMIT, PREPARING THE APPLICATION, ANDPAYING THE SUBMITTAL AND REVIEW FEES NECESSARY TO SECURE PERMITS WILL BE THE TOTAL RESPONSIBILITY OF THEGENERAL CONTRACTOR. A COPY OF ALL PERMITS MUST BE POSTED AND WEATHER PROOFED ON SITE AT ALL TIMES. 7.THE GENERAL CONTRACTOR SHALL PERFORM THE WORK ACCORDING TO ALL LOCAL GOVERNMENT, COUNTY, STATE, ANDFEDERAL SAFETY AND HEALTH REGULATIONS. IN PARTICULAR, THE "TRENCHING" AND "OPEN EXCAVATION" OPERATIONSSHALL COMPLY WITH ALL CURRENT O.S.H.A. REGULATORY REQUIREMENTS. 8.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THEIR OWN DISPOSAL SITE FOR ALL DISPOSEDMATERIALS. 9.COORDINATION WITH OTHER AGENCIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSPECTIONSPERFORMED BY OTHER GOVERNMENTAL AGENCIES, AND THE ENGINEER OF RECORD, AS PRESCRIBED IN THEIR PERMITSAND APPROVALS. 10.MAINTAIN TRAFFIC CONTROL DEVICES: THE CONTRACTOR SHALL INSTALL AND MAINTAIN FENCES, BARRIERS, LIGHTS ANDSIGNS THAT ARE NECESSARY TO GIVE ADEQUATE WARNING TO THE PUBLIC AND TRAVELING MOTORISTS AT ALL TIMES. 11.NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL FROM THECITY. 12.NOTIFY UTILITY OWNERS: CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY OWNERS FORTY-EIGHT HOURS (ORAS REQUIRED BY UTILITY COMPANIES) PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY. 13.IT IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE INSTALLATION INSPECTIONS AND SCHEDULE/OBTAIN AS-BUILTSURVEY DATA DURING CONSTRUCTION OF ALL IMPROVEMENTS TO INCLUDE, BUT NOT LIMITED TO, STORM PIPE INVERTSAT ALL BENDS, INLETS, OUTFALLS, EXCAVATED DEPTHS OF WATER QUALITY TREATMENT AREAS, AND UTILITYINFRASTRUCTURE. THE CONTRACTOR SHALL REFER TO THE CITY'S GRADING AND DRAINAGE CERTIFICATE REQUIREMENTSFOR FURTHER INFORMATION. THIS DOCUMENT IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 14.COORDINATION WITH OTHER CONTRACTORS: WHERE TWO OR MORE CONTRACTORS ARE WORKING IN THE SAME AREA,EACH SHALL CONDUCT THEIR OPERATIONS IN SUCH A MANNER AS NOT TO CAUSE ANY UNNECESSARY DELAY ORHINDRANCE TO THE OTHER. WHERE CONFLICTS CANNOT BE AVOIDED, THE LOCAL GOVERNMENT WILL DETERMINE WHICHCONTRACTOR(S) HAVE CONSTRUCTION PRIORITY OVER THE OTHER CONTRACTORS AND THE TERMS OF SUCHCONSTRUCTION PRIORITY. 15.THE CONTRACTOR AND SUB-CONTRACTOR MUST MAKE EVERY ATTEMPT TO PREVENT DAMAGE TO EXISTING TREES ANDASSOCIATED ROOTS IN AND AROUND THE SUBJECT PROPERTY. 1.ALL SEWER LINES CONSTRUCTION SHALL MEET OR EXCEED THE FOLLOWING PLAN NOTE DETAIL AND CONSTRUCTIONSPECIFICATIONS. 2.ALL SEWER SERVICES SHALL BE PVC CLASS-SDR 26. 3.FITTINGS: PVC PUSH JOINT-ASTM D1784. 4.CLEAN ALL PIPE, FITTINGS AND RELATED MATERIALS THOROUGHLY OF ALL FOREIGN MATERIAL AND INSPECT FOR CRACKS,EXCESSIVE DEFLECTION FLAWS OR OTHER DEFECTS PRIOR TO AND AFTER INSTALLATION. 5.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT ANY CONSTRUCTION DEBRIS FROM ENTERING THESEWER LINES DURING CONSTRUCTION. IF THIS DEBRIS SHOULD ENTER THE PIPE LINE SYSTEM, THE CONTRACTOR SHALL FURNISHALL LABOR AND MATERIALS NECESSARY TO CLEAN THE SYSTEM. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR FLUSH THEDEBRIS INTO AN EXISTING SANITARY SEWER SYSTEM. 6.ALL PIPES MUST BE INSTALLED WITH A LASER. IF BENDING OF THE BEAM DUE TO AIR TEMPERATURE VARIATIONS BECOMESAPPARENT WITH "IN PIPE" UNITS, A FAN SHALL BE PROVIDED TO CIRCULATE AIR IN THE PIPE. AIR VELOCITY SHALL NOT BE SOEXCESSIVE AS TO CAUSE PULSATING OR VIBRATING OF THE BEAM. IF, IN THE OPINION OF THE ENGINEER, THE BEAM CANNOT BEACCURATELY CONTROLLED, THIS METHOD OF SETTING LINE AND GRADE SHALL BE ABANDONED. 7.PIPE SHALL BE LAID TRUE TO LINE AND GRADE, IN AN UPHILL DIRECTION, WITH BELL ENDS FACING IN THE DIRECTION OF LAYING.WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN END OF PIPE SHALL BE CLOSED BY A WATERTIGHT PLUG. 8.MANHOLES & CLEANOUTS SHALL BE FURNISHED AND INSTALLED TO DEPTHS AND DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS AND/OR STAKED IN THE FIELD. MANHOLES SHALL BE CONSTRUCTED OF CAST-IN-PLACE OR PRECAST CONCRETE INACCORDANCE WITH DETAILS SHOWN ON THE CONSTRUCTION DRAWINGS. 9.CONNECTIONS TO EXISTING SEWER FACILITIES WHERE LIVE FLOWS EXIST SHALL BE MADE ONLY AFTER PRIOR CONSULTATIONWITH AND RECEIPT OF WRITTEN PERMISSION FROM THE ENGINEER. NO BYPASS OF SEWAGE TO THE SURFACE WILL BE ALLOWEDIN THE COMPLETION OF THIS CONNECTION. CONNECTIONS SHALL BE MADE AS SHOWN ON THE DRAWINGS. ALL CONNECTIONSBETWEEN PIPES OF DIFFERENT MATERIALS SHALL BE MADE WITH APPROVED MANUFACTURED CONNECTORS. 10.THE CONTRACTOR IS REQUIRED TO CCTV THE EXISTING SEWER SERVICE LINE TO DETERMINE MATERIAL, DEPTH AND CONDITION. IF MATERIAL TYPE IS NOT PVC AND/OR IF SERVICE LINE CONSISTS OF IRREGULAR SLOPES AND/OR IF DEGRADATION OF EXISTING SERVICE LINE IS OBSERVED THE ENTIRE SERVICE LINE SHALL BE REPLACED WITH SDR-26 PVC PIPE. 1.PUBLIC IMPROVEMENTS SHALL BE IN COMPLIANCE WITH THE CITY OF ASPEN ENGINEERING STANDARDS AND CITY OF ASPEN ROWSTANDARDS. PUBLIC IMPROVEMENTS IN THE ROW MUST MEET THE CITY'S CONSTRUCTION AND EXCAVATION STANDARDS. 2.THE PUBLIC PEDESTRIAN AREAS HAVE BEEN DESIGNED PER THE AMERICAN'S WITH DISABILITIES ACT (ADA) STANDARDS. THEMAIN PEDESTRIAN CORRIDORS HAVE BEEN DESIGNED WITH A MAXIMUM CROSS SLOPE OF 2%. THE CONTINUOUS LONGITUDINALSLOPES ARE ALL LESS THAN THE MAXIMUM 5% SLOPE. HANDICAP RAMPS WILL BE CONSTRUCTED PER ADA AND THE COASTANDARD DETAILS. PAVEMENT REMOVAL: 1.ALL ASPHALT PAVEMENT CUTS SHALL BE IN STRAIGHT NEAT LINES. IRREGULAR SHAPED CUTS WITH MORE THAN FOUR (4) SIDESOR CUTS WITHIN EXISTING PATCHES SHALL NOT BE ALLOWED. ALL CUTS SHALL BE RECTANGULAR IN SHAPE, AND EDGES SHALL BEPARALLEL OR PERPENDICULAR TO THE FLOW OF TRAFFIC. 2.IN ORDER TO PROVIDE STRAIGHT EDGES, ALL ASPHALT PAVEMENT CUTS SHALL BE CUT BY A MECHANICAL SAW CUTTINGEQUIPMENT, ROTOMILLING, OR OTHER APPROVED METHOD WHICH ASSURES A NEAT STRAIGHT EDGE FOR THE REQUIRED DEPTHOF THE CUT. 3.ASPHALT PAVEMENT CUTS SHALL BE SUCH THAT NO LONGITUDINAL JOINT LIES WITHIN THE WHEEL TRACK; ANY PATCH WHICHPENETRATES A WHEEL PATH MUST BE EXTENDED TO FULL LANE WIDTH. 4.CONCRETE PAVEMENT SHALL BE REMOVED AND REPLACED FROM EXISTING PANEL JOINTS ONLY. 5.STRESS CRACKING OF EXISTING PAVEMENT MAY OCCUR DURING EXCAVATION FOR A VARIETY OF REASONS. IF THIS OCCURS, THECONTRACTOR MUST SAWCUT AT LEAST 12" BEYOND THE LIMIT OF VISIBLE CRACKS AND REMOVE ALL STRESSED PAVEMENT. ASPHALT PAVEMENTS: 6.THE MINIMUM PATCH DIMENSIONS SHALL BE TWELVE INCHES (12" MIN.) BEYOND EACH SIDE OF THE TRENCH OR EXCAVATION; REFER TO DETAILS AND CITY OF ASPEN'S LATEST DESIGN STANDARDS. 7.THE LONGITUDINAL EDGES OF THE PATCH SHALL NOT FALL WITHIN THE EXISTING WHEEL TRACKS WHENEVER POSSIBLE. 8.PRIOR TO PLACING THE PERMANENT PATCH, THE EXISTING PAVEMENT SHALL BE SAWCUT TO A NEAT STRAIGHT-LINE, SQUARE TOTHE TRAVEL LANE. 9.ASPHALT MIX SHALL BE CDOT, S-MIX (58"). PATCH BACK AREAS GREATER THAN ONE HUNDRED TWENTY SQUARE FEET (120 S.F.)SHALL REQUIRE THE SUBMITTAL AND APPROVAL OF A MIX DESIGN TO THE ENGINEER PRIOR TO PLACEMENT. 10.COMPACTION SHALL BE AT LEAST 95% OF MAX. DENSITY WITHIN 2% OPTIMUM MOISTURE AS DEFINED BY ASTM 1557 METHOD"C". 11.COMPACTION EQUIPMENT SHALL BE CAPABLE OF COMPACTING CORNERS AND EDGES OF PATCH. 12.HOT BITUMINOUS PATCHES SHALL BE PLACED A MIN. OF 5-INCHES OR MATCH EXISTING DEPTH, WHICHEVER IS GREATER.PLACEMENT SHALL BE PERFORMED IN A MIN. OF 2 LIFTS. THE BOTTOM COURSE SHALL BE 3-INCHES AND THE TOP SHALL BE2-INCHES. 13.PATCHES SHALL ALSO HAVE A CROSS SLOPE SECTION CONSISTENT WITH THE DESIGN OF THE EXISTING ROADWAY. 14.TEMPORARY OR PERMANENT ASPHALT PATCHES SHALL BE PLACED WITHIN TWENTY FOUR (24) HOURS OF TRENCH BACKFILLING.WHENEVER PERMANENT PATCHES ARE NOT CONSTRUCTED WITHIN TWENTY FOUR (24) HOURS FOLLOWING TRENCH BACKFILLING OPERATIONS, TEMPORARY PAVEMENT PATCHES CONSISTING OF A MINIMUM OF THREE INCHES (3") OF HOT OR COLD PLANT MIXOR STEEL PLATES MUST BE PLACED TO PROVIDE THE REQUIRED NUMBER OF PAVED TRAVEL LANES. TEMPORARY PAVEMENTPATCHES MAY BE LEFT IN PLACE FOR A MAX. OF FIVE (5) WORKING DAYS FOLLOWING COMPLETION OF BACKFILLING OPERATIONSUNLESS OTHERWISE APPROVED BY THE ENGINEER OF RECORD OR THE CITY PAVING INSPECTOR . 15.THE PERMITTEE SHALL MONITOR TEMPORARY PATCHES ON A DAILY BASIS AND TEMPORARY PATCHES EXHIBITING RUTS, HUMPS,OR DEPRESSIONS SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 16.A PERMANENT HOT PATCH SHALL BE MADE WITHIN FIVE (5) DAYS AFTER THE AREA IS OPEN TO TRAFFIC, WEATHER PERMITTING. 17.IF FINAL PATCHING IS NOT COMPLETED WITHIN THE SPECIFIED TIME, NO NON-EMERGENCY PERMITS SHALL BE GRANTED TO THEPERMITTEE UNTIL ALL OUTSTANDING WORK IS COMPLETED. 18.UPON COMPLETION OF THE PERMANENT PATCH, THE SURFACE SHALL BE THOROUGHLY COMPACTED, SMOOTH AND FREE FROMRUTS, HUMPS, DEPRESSIONS, OR IRREGULARITIES. WHEN A STRAIGHTEDGE TEN FEET (10') LONG IS LAID ACROSS THE PERMANENT PATCH PARALLEL TO THE CENTERLINE, THE SURFACE SHALL NOT VARY MORE THAN 14 " FROM THE LOWER EDGE OF THE STRAIGHT EDGE. PATCHES EXHIBITING DEVIATIONS GREATER THAN 14" SHALL BE REPLACED PRIOR TO ACCEPTANCE OF PATCH. IF THEEXISTING STREET EXCEEDS THE ABOVE TOLERANCES, THEN THE PATCH SHALL BE EQUAL OR BETTER THAN THE CONDITION OF THESURROUNDING PAVEMENT. IN MOST CASES, AND PARTICULARLY IN THE CASES OF EXTENSIVE EXCAVATION AND REPAIRS, IT ISDESIRABLE TO SURVEY THE EXISTING PAVEMENT CONDITIONS WITH A REPRESENTATIVE OF THE CITY PRIOR TO THE WORK. AFTERCOMPLETION OF THE WORK, SURVEY THE PAVEMENT CONDITION AGAIN TO VERIFY THAT THE PAVEMENT CONDITION HAS BEENMAINTAINED OR IMPROVED. IN THE CASE OF MINOR REPAIRS, THESE PAVEMENT SURVEYS CAN BE MADE BY VISUALOBSERVATION. 1.CONTRACTOR MUST UTILIZE "BEST MANAGEMENT PRACTICES" (BMP), TO CONTROL EROSION AND SEDIMENTATION DURINGCONSTRUCTION, TO INCLUDE THE INSTALLATION OF INLET PROTECTION AROUND THE NEAREST DOWNSTREAM RECEIVING INLETLOCATED WITHIN THE CITY'S ROW. 2.CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL TEMPORARY EROSION CONTROL MEASURES. 3.DUST CAUSED BY EXCAVATION, TOPSOIL REMOVAL OPERATIONS, OR ROAD BASE PLACEMENT SHALL BE CONTROLLED BY THECONTRACTOR AT HIS EXPENSE. THE ENGINEER OR CITY MAY REQUIRE THE CONTRACTOR AT ANY TIME TO DISCONTINUECONSTRUCTION ACTIVITIES UNTIL DUST CONDITIONS ARE REDUCED TO THE CITY'S SATISFACTION. 4.THE CONTRACTOR WILL BE REQUIRED TO FURNISH AND APPLY A DUST PALLIATIVE ON THE SITE AS DIRECTED BY THE CITY. DUSTPALLIATIVE MAY CONSIST OF WATER OR A NON-POLLUTING SOLUTION. SPREADING OF WATER OR WATER MIXTURE SHALL BEDONE WITH ACCEPTABLE SPRINKLING EQUIPMENT. ALL DUST CONTROL SHALL EXTEND BEYOND THE CONSTRUCTION AREAPROPER TO THE SIDE STREETS ENTERING AND EXISTING THE PROJECT, WHERE MUD AND DIRT FROM CONSTRUCTIONEQUIPMENT, AS WELL AS LOCAL TRAFFIC, MAY GET ONTO THE SIDE STREETS. CLEANUP OF THESE AREAS WILL BE REQUIRED AS NECESSARY OR AS DIRECTED BY THE CITY/OWNER/ENGINEER. 5.MAINTENANCE OF PROPER DRAINAGE AND CLEANING TEMPORARY SEDIMENT CONTAINMENT DURING THE PROGRESS OF THECONTRACT IS ESSENTIAL. ANY DAMAGE DUE TO IMPROPER MAINTENANCE OF SAID DRAINAGE PRIOR TO FINAL ACCEPTANCE OFTHE PROJECT WILL BE THE CONTRACTOR'S RESPONSIBILITY. 6.BMP’S SHALL BE INSTALLED BEFORE ANY EARTH DISTURBING ACTIVITIES COMMENCE. 7.STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES SHALL NOT CAUSE, HAVE THE REASONABLE POTENTIAL TO CAUSE,OR MEASURABLY CONTRIBUTE TO AN EXCEEDANCE OF ANY WATER QUALITY STANDARD. 8.CONSTRUCTION SHALL BE PHASED IN A MANNER TO LIMIT EARTH DISTURBING ACTIVITIES (I.E. THE ENTIRE PROJECT SITE SHOULDNOT BE DISTURBED IF CONSTRUCTION WILL ONLY BE OCCURRING IN ONE PARTICULAR SECTION). 9.SEDIMENT CAUSED BY ACCELERATED SOIL EROSION SHALL BE REMOVED FROM RUNOFF WATER BEFORE IT LEAVES THECONSTRUCTION SITE. 10.BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND ANY OTHER CHEMICALS SHALL HAVE SECONDARY CONTAINMENTOR EQUIVALENT PROTECTION TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLED MATERIAL FROM ENTERING STATE WATERS. 11.THE EROSION CONTROL PLAN SHALL BE CONTINUOUSLY UPDATED TO REFLECT NEW OR REVISED BEST MANAGEMENT PRACTICES(BMP’S) DUE TO CHANGES IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF THE CONSTRUCTION SITE. UPDATESMUST BE MADE WITHIN 72 HOURS FOLLOWING THE CHANGE IN BMP’S. 12.THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE (INCLUDING ALL BMP’S, STORAGE CONTAINERS, AND CONSTRUCTION EQUIPMENT) A MINIMUM OF EVERY 14 CALENDAR DAYS AND WITHIN 24 HOURS AFTER A PRECIPITATION EVENT OR SNOW MELTTHAT MAY CAUSE SURFACE EROSION. 13.THE CONTRACTOR SHALL KEEP A RECORD OF ALL INSPECTIONS ON SITE AND AVAILABLE FOR REVIEW BY CITY STAFF. INSPECTIONREPORTS MUST IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE PERMIT. 14.STRAW BALES SHALL NOT BE USED FOR PRIMARY EROSION OR SEDIMENT CONTROL (I.E. STRAW BALES MAY BE USED FOR REINFORCEMENT BEHIND ANOTHER BMP SUCH AS SILT FENCE). 15.BMP’S INTENDED FOR SHEET FLOW SEDIMENT RUNOFF SHALL BE PLACED PARALLEL TO THE SLOPE. 16.ALL BMP’S SHALL BE CLEANED WHEN SEDIMENT LEVELS ACCUMULATE TO HALF THE DESIGN OF THE BMP UNLESS OTHERWISESPECIFIED. 17.A VEHICLE TRACKING PAD (VTP) SHALL BE PLACED AT ALL EXITS FROM THE SITE TO PREVENT TRACK-OUT ONTO CITY STREETS. IFTRACK-OUT DOES OCCUR, THE CONTRACTOR SHALL IMMEDIATELY SWEEP THE STREET OF DEBRIS. 18.ALL PORTA-POTTY STRUCTURES MUST BE FIRMLY SECURED WITH #4 REBAR ANCHORS OR EQUAL. MUST BE PLACED AWAY FROMFLOW LINES OF STREET, SWALES, RAIN GARDENS & AWAY FROM INLETS. 19.A CONCRETE WASHOUT AREA (CWA) MUST BE PROVIDED AND ROUTINELY MAINTAINED. NO WASHING OUT OF CONCRETETRUCKS OR WASHING OF SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO STORM DRAINS, OPEN DITCHES, STREETS ORSTREAMS IS ALLOWED. 20.EXCESS CONCRETE IS NOT ALLOWED TO BE DUMPED ON-SITE, EXCEPT IN DESIGNATED TEMPORARY CONCRETE WASHOUT AREAS (CWA). 21.ON-SITE TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY ANDSIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS AND MUST BE CLEANED OUT ORREPLACED BEFORE THE WASHOUT IS 75% FULL. 22.STOCKPILES OF SOIL OR OTHER ERODABLE MATERIALS MUST BE MANAGED SO THAT STORMWATER DOES NOT COME IN CONTACTWITH THE PILE AND POTENTIALLY WASH POLLUTANTS OFFSITE. AT A MINIMUM STOCKPILES SHALL BE ROUTINELY WETTED AND/OR BLANKETED AS WELL AS INCLUDE AN EROSION SOCK PERIMETER BARRIER TO PREVENT WIND EROSION AND SEDIMENTTRANSPORT OFFSITE. STOCKPILES THAT ARE INACTIVE FOR MORE THAN 7 DAYS WILL REQUIRE SOIL BINDER OR HAVE MUCLH/MULCH TACKIFIER APPLIED. 23.EROSION CONTROL BLANKETS SHALL BE INSTALLED ON ALL SLOPES EXCEEDING 3:1. GAS- SOURCE GAS Co.: CONTACT BRETT WESTPHALL AT 720-979-1921TELEPHONE- LUMEN: CONTACT JASON SHARPE AT 970-384-8290CABLE & FIBER OPTIC- COMCAST: CONTACT MICHAEL JOHNSON AT 970-930-4713WATER- CITY OF ASPEN: CONTACT PUBLIC WORKS AT 970-920-5110SEWER- ASPEN CONSOLIDATED SANITATION DISTRICT AT 970-925-3601ELECTRIC- CITY OF ASPEN ELECTRIC AT 970-920-5148ELECTRIC- HOLY CROSS AT 970-945-5491ASPEN FIRE DISTRICT AT 970-925-5532 NOTE:CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES, APPROPRIATE CITY PERSONNELAND ENGINEER AS NOTED ABOVE, PRIOR TO DEMOLITION WORK. GENERAL CONSTRUCTION NOTES: CONCRETE FLATWORK SPECIFICATIONS EROSION CONTROL NOTES: WATER SERVICE INSTALLATION SPECIFICATIONS: PAVING SPECIFICATIONS: GRAVITY SANITARY SEWER SERVICE LINE INSTALLATION SPECIFICATIONS: PUBLIC IMPROVEMENTS NOTE: BASIS OF ELEVATION: THE 1998 CITY OF ASPEN DREXEL BARRELCONTROL DATUM, WHICH IS BASED ON AN ELEVATION OF 7720.88' (NAVD 1998) ON THE NGS STATION "S-159".THIS ESTABLISHED A SITE BENCHMARK LOCATED AT THEXXXXXX PROPERTY CORNER. LS# XXXX, ELEV: XXX.XX' PERSURVEY PREPARED BY SOPRIS ENGINEERING INC. SCALE: 1" = 2,000' ASPEN BURLINGAME ECE A PARCEL OF LAND SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO100% SCHEMATIC DESIGN SITE SOPRIS ENGINEERING LLC 502 MAIN STREET SUITE A3 CARBONDALE CO 81623 (970) 704 0311 soprisengineering.com C-1.0SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 31244 11/25/2022 COVER & GENERAL NOTES 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:LJ CHECKED BY:JS QA/QC APPROVAL:JS REVISIONS NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 63 Aspen Burlingame - Early Childhood Education Center CIVIL DRAWINGS SSSSSS4122494VANACCESSIBLE 4VANACCESSIBLEP13-01P13-02P13-03P13-04P13-06P13-05P13-07P13-08P13-09P13-10P13-11P13-12P14-10P14-11P14-12P14-13P14-14P14-15P14-16P14-17P14-8P14-7P14-6P14-5P14-4P14-3P14-2P14-1P14-9>>>>>>>>>> > > > > > > >>>>>P14A13E15B14P13F14(b)F14(a)ESSESSESSESSESSESSESSESS wXSDXTCXTCEX. COAEL. VAULTXELXELXELXELXELXE L XE L XE L XT C XT C XT C XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC ESS XSA XSA XSA XSA XSAXSAXSAXSAXSAXSAXSAXSAXSAXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSD XSDXSDXSDXSDX S D XSD XSD XSDXSDXS D XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XS D XS D XSD XSDXSDXSDXSDXSDXSDXSD XSDXSAXSAXSAXSAXSAXSAXSAXSAXSAXSA XSAXSAXSAXSAXSAXSAXSAXSAXWLXWLXWL XWL XWLXW L XW L XW L XW L XW L XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XHCEXHCEXHCEXHCEXHCEXHCEXHCE XHCEX H C E X H C E X H C E XH C E X H C E XHC E XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCEXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGAS XGAS XGASXGASXGAS XGAS XGAS X G A S X G A S X G A S X G A S X G A S XG A S XG A S XG A S XGA S XGA S XGAS XGA S XGAS XGAS XGAS XGASXGASXGASXE L XE L XE L XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XELXELXELXELXELXEL X E L X E L XGASXGASXETCXETCXETCXETCXETCXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXTCXTCXTCX TC XTCX T C XTC XTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCwwwwww w wwwEPEPEPEPEPEPw w w w ETVETVETVETVETV EPEPEPEPEP EPETVETVEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEPEPEP EP EP EGEGEGEGEG EG E G EGEP EP EP EPEPETV ETV ETV ETV ETV ETV ETV ETV ETVETVETVETVETVETVETVETVE T V E TV E TV ETVwwwwwwwwwwwEG EG EGEGEGEGEGXSD XSD XSD XSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDWLSVCWL SVC WL SVC C C C C C C C V 10 11 2 2 6 XGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELUEL UELUELUEL UELUEL UEL UEL sasvcsasvcTELTELTELTEL TEL TEL TELTVTVTVTV TV TVsa sv c sasvcsa svc sasvcsasvcsasvcsasvcsasvc>>>>>>>>>>>>>>>>>>>> EXISTING TELE. & CABLE PEDESTAL; EXTEND (2)3" CONDUITS TO PROPOSED ECE BUILDING FORTELE. & CABLE SERVICE EXTENSION EXISTING JOINTUTILITY TRENCH EXISTING ELEC. HOLY CROSS& COA SWITCH GEARS EXISTING 12"WATER MAIN EXISTING HOLY CROSS@ GRADE SPLICE VAULTW/ 10' WIDE ESMNT. EXISTING GAS SERVICES TO LOTS 3 & 4.NOTE: NATURAL GAS SERVICE WASABANDONED DURING BURLINGAMEPHASE 3 IMPROVEMENTS EXISTING SECONDARY ELEC., TELE. & CABLE SERVICE CONDUITS (LOCATIONS, DEPTHS & CONDITION OFCONDUITS TO BE CONFIRMED PRIOR TO CONSTRUCTION)NOTE: THE EXISTING SINGLE PHASE TRANSFORMER DOESNOT HAVE AVAILABLE CAPACITY EXISTING 4" SANITARY SEWER SERVICE. IFNOT USED FOR PROPOSED DEVELOPMENTTHEN SERVICE SHALL BE ABANDONED ATMAIN PER ACSD SPECIFICATIONS EXISTING 8"SEWER MAIN EXISTING 8" WATER MAIN EXISTING 4" SEWER SERVICE.INV: 7817.7'±SIZE, LOCATION & DEPTH TO BECONFIRMED PRIOR TO CONSTRUCTION PROPOSED WATER SERVICE FOR HOUSING COMPLEX (FIRE & DOMESTIC SERVICE). SIZE OF WATER SERVICE TO BEDETERMINED PRIOR TO PERMIT. FIRE SPRINKLER DEMANDCALCULATIONS TO BE PROVIDED AT TIME OF PERMIT TOJUSTIFY PROPOSED SIZE OF WATER SERVICE PROPOSED SANITARY SEWER SERVICE TAP LOCATION FOR ECEBUILDING IF EX. 4" SERVICE TAP IS NOT ADEQUATE. SIZE OFSEWER SERVICE TO BE CONFIRMED PRIOR TO BUILDING PERMIT.INV @ 8" MAIN: 7812.6± PROPOSED WATER SERVICE FOR ECE BUILDING (FIRE &DOMESTIC SERVICE). SIZE OF WATER SERVICE TO BEDETERMINED PRIOR TO PERMIT. FIRE SPRINKLER DEMANDCALCULATIONS TO BE PROVIDED AT TIME OF PERMIT TOJUSTIFY PROPOSED SIZE OF WATER SERVICEPROPOSED TELE. & CABLESERVICE SHARED UTILITY TRENCH UTILITYEASEMENT PROPOSED WATER SERVICEPOINT OF ENTRY INTO BUILDING (7' MIN & 10' MAX. BURY DEPTHS) PROPOSED SANITARY SEWERSERVICE STUB; INSTALL 2-WAYCLEANOUT W/ FRAME & GRATEINV:7822.6± 81.0'STORM/SSSEPARATION 10.2'WT/STORMSEPARATION 10.2'WT/STORMSEPARATION 13.0'WT/STORMSEPARATION EX. 10.0' ESMNT TOBENEFIT LOTS # & 4 5.0' DRAINAGE ESMNTTO BENEFIT BG PH3 4.0' WIDEPED. ESMNT 10.5' DRAINAGEESMNT EXISTING TELE. & CABLE PEDESTALS.CONTRACTOR TO CONFIRM CONDITION,LOCATION & DEPTH OF EXISTINGCONDUITS THAT ARE EXTENDED TOPROPOSED DAYCARE HOUSING SITE. EXISTING COA SINGLE PHASE TRANSFORMER.EXISTING CONDUITS ARE EXTENDED TOPROPOSED DAYCARE HOUSING SITE HOWEVERTHIS TRANSFORMER DOES NOT HAVE ANYAVAILABLE CAPACITY EXISTING CITY OF ASPEN 3-PHASE TRANSFORMER.CONTRACTOR TO COORDINATION WITH CITY OFASPEN ELECTRIC & EXTEND 3-PHASE POWER TOPROPOSED TRANSFORMER AS ILLUSTRATED HEREIN PROPOSED 3-PHASE TRANSFORMER TO SERVE ECE PROJECT.NOTE: PROJECT RESPONSIBLE FOR PURCHASING & INSTALLINGTRANSFORMER, & ASSOCIATED CONDUIT & WIRE & COORDINATEWITH CITY OF ASPEN ELEC. CONTRACTOR RESPONSIBLE FORRETAINING HIGH VOLTAGE SUB-CONTRACTOR TO PERFORM ALLPRIMARY ELECTRIC WORK CONTRACTOR TO LOCATE & INTERCEPT EXISTING 3-PHASE CONDUIT & INSTALL 60" SWEEP (CONC.ENCASED) & EXTEND CONDUIT TO PROPOSED3-PHASE TRANSFORMER & RE-RUN PRIMARY WIRESTO EXISTING 3-PHASE TRANSFORMER NORTH OFSITE TO RE-ESTABLISH 3-PHASE CIRCUIT CONTRACTOR TO LOCATE & INTERCEPT EXISTING3-PHASE CONDUIT & INSTALL 60" SWEEP (CONC. ENCASED) & EXTEND CONDUIT TO PROPOSED3-PHASE TRANSFORMER & RE-RUN WIRES CONDUITTO EXISTING CITY OF ASPEN SWITCH GEAR TORE-ESTABLISH 3-PHASE CIRCUIT. COA SWITCH GEARLOCATION TO BE CONFIRMED PRIOR TO PERMIT EXISTING UTILITIES PER UTILITYPROVIDER'S MAPPING. UTILITY LOCATESTO BE PERFORMED PRIOR TO PERMIT APPROX. LOCATION OF EXISTING UTILITIES.PROJECT REQ'D TO PERFORM POTHOLES TOCONFIRM LOCATION, QTY & DEPTH OF EXISTINGUTILITIES PRIOR TO PERMIT IN SUPPORT OF FINALDESIGN OF PROPOSED WATER SERVICE EXTENSION EXISTING ELEC., TELE. & CABLESERVICE CONDUITS STUBBEDTO SINGLE FAMILY LOTS HARMONY ROADPAEPCKE ROAD FORGE ROADMINING STOCK PARKWAYEARLY CHILDHOOD EDUCATION (ECE) BUILDING HOUSINGBUILDING FUTUREPARKING PROPOSED ELECTRIC TRANSFORMER NORTH1 inch = ft.( IN FEET ) GRAPHIC SCALE 020 20 40 20 8010 1.ALL MINIMUM DEPTHS, SEPARATION DISTANCES, MATERIALS AND/OR USE OF CONDUIT SHALL BE CONFIRMEDAND COORDINATED WITH THE UTILITY PROVIDER PER UTILITY AGREEMENTS. 2.ALL UTILITY LINES AND/OR CONDUITS TO BE BACKFILLED WITH SUITABLE MATERIAL FREE OF ROCKS >1 1/2" Ø. USE CLASS 6 AGGREGATE BASE MATERIAL FOR BEDDING, AND/OR SUITABLE ONSITE MATERIAL. INSTALL PERUTILITY PROVIDER SPECIFICATIONS. BACKFILL TRENCHES WITH SUITABLE ONSITE MATERIALS. MINIMUMCOMPACTION 95% IN PAVED AREAS. 3.GAS AND ELECTRIC TO BE INSTALLED IN SEPARATE TRENCHES. SEWER SERVICES TO BE INSTALLED A MINIMUM10' FROM WATER SERVICES AS FEASIBLE. COMMUNICATIONS MAY BE INSTALLED IN COMBINED TRENCHES PERCONSTRUCTION FEASIBILITY AS LONG AS MINIMUM SEPARATION DISTANCES AND DEPTHS OF BURY AREMAINTAINED. INSTALL WARNING TAPE OVER ALL UTILITY LINES. UTILITY SERVICE MINIMUM DEPTHWATER--------------------------------7.0'SEWER--------------------------------5.0'ELECTRIC (PRIMARY)---------------4.0' ELECTRIC (SECONDARY)-----------2.0'CABLE TV-----------------------------3.0'PHONE---------------------------------3.0'GAS----------------------------------- 2.0' 1.CONTRACTOR TO COORDINATE ABANDONMENT, RELOCATION, AND BURIAL OF THE EXISTING UTILITIES WITHTHE UTILITY PROVIDERS. CONTRACTOR TO PROVIDE ALL TRENCHING, BEDDING, AND BACKFILL WORKNECESSARY FOR UTILITY RELOCATION. THE UTILITY PROVIDER IS TO PERFORM ALL LINEWORK NECESSARY. 2.THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE LIMITS OF CONSTRUCTION.CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTYOWNER(S) INVOLVED. 3.THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, LOCATES OROTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES.THESE UTILITIES, AS SHOWN MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OFTHE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TOCONSTRUCTION. 4.ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICETHROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FORANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 5.CONTRACTOR TO COORDINATE ALL UTILITY LINEWORK WITH THE RESPECTIVE UTILITY COMPANY PRIOR TOCONSTRUCTION. 6.ALL SITE AND UTILITY WORK SHALL BE IN COMPLIANCE WITH CITY OF ASPEN RULES & REGULATIONS. APRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. SHALLOW UTILITY NOTES: GENERAL UTILITY NOTES: PROPOSED SAWCUT PROPOSED FULL DEPTH ASPHALT PROPOSED 2" DEPTH ASPHALTMILLING & OVERLAY PROPOSED CONCRETE PROPOSED LEGEND EXISTING ELECTRIC MANHOLE EXISTING DRAINAGE DRY-WELL EXISTING SEWER MANHOLE EXISTING TELEPHONE MANHOLE EXISTING UTILITY MANHOLE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING CURB STOP EXISTING GAS METER EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CATV PEDESTAL EXISTING SEWER CLEANOUT EXISTING LIGHT POLE EXISTING SIGN EXISTING STORM INLET EXISTING STORM SEWER EXISTING WATER MAINw EXISTING SANITARY SEWER MAIN EXISTING ELEC, TELE, CABLE, GASXETGC EXISTING GAS XETC XETC EXISTING TELEPHONE XGAS XGAS EXISTING UNDERGROUND ELECTRIC EXISTING CABLE EXISTING FIBER OPTIC EXISTING ELEC, TELE, CABLE XUT XUT XEL XEL XTV XTV XFO XFO EXISTING OVERHEAD ELECTRICOELOEL EXISTING IRRIGATION PIPEXIRRXIRR EXISTING SWALE OR DITCH XSA XSA XSD XSD EXISTING LEGEND PROPOSED WATER SERVICEWLSVC PROPOSED SANITARY SEWER SERVICE ETC ETC PROPOSED UNDERGROUND ELECTRIC PROPOSED CABLE PROPOSED ELEC, TELE, CABLE UE TV TV 8''SA G:\2021\31244 BURLINGAME DAYCARE\CIVIL\CIVIL DWGS\PLOT\SCHEMATIC DESIGN\31244 SD PLOT.DWG - Nov 21, 2022 - 7:06amSOPRIS ENGINEERING LLC 502 MAIN STREET SUITE A3 CARBONDALE CO 81623 (970) 704 0311 soprisengineering.com C-2.0SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 31244 11/25/2022 SCHEMATIC UTILITY PLAN 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:LJ CHECKED BY:JS QA/QC APPROVAL:JS REVISIONS NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 64 Aspen Burlingame - Early Childhood Education CenterCIVIL DRAWINGS RG 27BRG 2BRG 3BRG 4BSS>RG 31B1RG 1BSTB K STBK STBK STBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKUEUEUEUEUEB14F14(b)F14(a)24" RCP 18" RCPXSDXSDXSDXSDXSDXSDXSDX S D XSD XSD XSD XSD XSD XSD XSD XSD XS D XSD XSD XSDXSAXSAXSAXSAXSA XSAXSAXSAXHCEXHCEXETCXETCXETCXETCwwEEEEEEEEEPEPETVEPEPEEEEEGEGETVETVwwwwwwwwwXSD XSD XSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDWLSVCWL SVC WL SVC C C C C C C C V 10 11 2 2 6 XGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELUEL UELUELUEL UELUEL UEL UEL sasvcsasvcTELTELTELTEL TEL TEL TELTVTVTVTV TV TVsa sv c sa svcsa sv c sasvcsasvcsasvcsasvcsasvc>>>>>>>>>>>>>>>>>>>>>>RG 27BRG 2BRG 3BRG 4BSS>RG 31B1RG 1BSTB K STBK STBK STBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKUEUEUEUEUEB14F14(b)F14(a)24" RCP 18" RCPXSDXSDXSDXSDXSDXSDXSDX S D XSD XSD XSD XSD XSD XSD XSD XSD XS D XSD XSD XSDXSAXSAXSAXSAXSA XSAXSAXSAXHCEXHCEXETCXETCXETCXETCwwEEEEEEEEEPEPETVEPEPEEEEEGEGETVETVwwwwwwwwwXSD XSD XSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDWLSVCWL SVC WL SVC C C C C C C C V 10 11 2 2 6 XGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELUEL UELUELUEL UELUEL UEL UEL sasvcsasvcTELTELTELTEL TEL TEL TELTVTVTVTV TV TVsa sv c sa svcsa sv c sasvcsasvcsasvcsasvcsasvc>>>>>>>>>>>>>>>>>>>>>> 0 + 0 01+002+003 + 0 04+005+005+19> >78357838784378467845784478477849785178537855785778607 8 5 8 78567847784678 4 5 7 8 4 478 4 37841 78407848784978567859 7834783578307829782778307831783278347840 782878297830 78 2 7 782 4 7825 78257 8 2 778287829783 07830 78297 8 2 4 7 8 2 6 78 2 8 78 3 0 78 2 9 78 3 1 78 3 2 TW: 60.00 TW: 62.50 TW: 64.00 TW: 63.00 TW: 64.26 TW: 63.76 TW: 63.00 TW: 59.59 TW: 63.00 TW: 64.50 TW: 64.50 TW: 62.00 TW: 61.62 TW: 54.07 TW: 54.00 TW: 46.37 TW: 47.01 TW: 48.71 TW: 50.00 TW: 51.00 TW: 52.75 TW: 54.00 TW: 54.00 TW: 52.00 TW: 47.00 TW: 45.50 TW: 47.00 TW: 45.50 TW: 47.00 TW: 45.00 TW: 43.50 TW: 41.50 TW: 41.50 TW: 40.00 TW: 40.00 TW: 37.50 TW: 37.50 TW: 33.99 TW: 33.00 TW: 33.00 TW: 32.03 TW: 31.02 RIM: 28.12 RIM: 26.55 RIM: 25.56 RIM: 24.54 RIM: 23.90 RIM: 23.31 RIM: 26.89 RIM: 29.90 RIM: 27.39 RIM: 45.00 RIM: 42.00 RIM: 34.00 RIM: 36.00 RIM: 32.00 RIM: 27.49 RIM: 22.66 FG: 31.00 FG: 31.00 FG: 32.50 FG: 31.00 FG: 31.00 FG: 31.00 FG: 45.00 FG: 45.00 FG: 45.00 BW: 46.92 BW: 44.00 BW: 37.00 BW: 51.41 BW: 54.00 BW: 54.00 BW: 54.38 BW: 60.00 BW: 60.00 BW: 60.00 BW: 60.00 BW: 56.50 BW: 56.50 BW: 57.50 BW: 58.00 BW: 58.50 BW: 57.67 BW: 57.00 7842 7844 7845 7846 7847 7848 7848TW: 43.28 TW: 43.10 TW: 43.00 30" MAX.LANDSCAPE WALLS PROPOSED TRAIL RE-ALIGNMENT;RE. TO PROFILE THIS SHEET 4' CONC. DRAIN PAN; RE.TO DETAIL SHT. C-6.0 PROPOSED ONSTREET PARALLELPARKING W/ ATTACHED 10'WIDE SIDEWALK (3)6" RISERS 4' WIDE CONC. DRAINPAN; RE. TO DETAILS REMOVE EXISTING (2) CURB CUTS & REPLACE W/ SINGLE CURB CUT &REPLACE ADJACENT SIDEWALK & CURB/GUTTER AS REQ'D SITE WALL (BY OTHERS) PED. RAMP @DRIVEWAY CURB CUT 2.6% 2.2%1.8%1.8%4.1% 5.5% 8.2% 1.9% 1.4% 2.6% 2.4% RIM: 30.60 RIM: 30.34 TW: 30.50 TW: 30.50 2.0%2.0%2.0%2.0%3.0%1.6%1.8% 1.8% 1.8% 1.8% 3.2% 2.9% 2.5% 4.2 % FG: 27.25 FG: 22.50 REMOVE EX. INLET GRATE & REPLACE W/ TRAFFICRATED SOLID GRATE PROVIDE SHALLOW FLOWLINE IN DRIVEWAYTO INITIATE STORMWATER RUNOFF TO BECONVEYED TO PROPOSED RAIN GARDEN PROPOSED RAINGARDEN (RG-C) 24" MAX.LANDSCAPE WALLS 2.0% 4.6%HARMONY ROADEARLY CHILDHOOD EDUCATION (ECE) BUILDING HOUSINGBUILDING FUTUREPARKING PED. RAMPS TO CREATEFLUSH CURB ALONG ADAPARKING STALLS MODIFY EXISTING RAINGARDEN (RG-B) PROPOSED RAINGARDEN (RG-A) 50.0%33.1% TW: 39.00 TW: 39.00 TW: 36.63 TW: 38.85 TW: 33.25 BW: 41.00 DEPRESSEDLANDSCAPE AREA RIM: 30.00 2.6 % FG: 30.49 FG: 30.42 FG: 30.88 FG: 29.70 FG: 30.03 TRAIL CL PROFILE 7825 7830 7840 7850 7860 7870 7825 7830 7840 7850 7860 7870 0+007834.467836.37835.230+507839.97836.077839.67837.321+007838.577839.821+507841.067842.87842.312+007845.67843.567844.812+507846.067855.57847.303+007858.27848.457858.97848.583+507859.67847.557859.77846.304+007859.47845.057858.97843.804+507858.87842.557858.47841.305+007856.07840.165+197853.47840.45-5.00% 2.56% 3.07% 4.99% PVI STA: 5+01.00PVI ELEV: 7840.00K: 1.99LVC: 15.00 BVCS: 4+93.50BVCE: 7840.37EVCS: 5+08.50EVCE: 7840.19LOW PT. STA: 5+03.43LOW PT ELEV: 7840.13 PVI STA: 3+15.00PVI ELEV: 7849.30K: 5.00LVC: 49.96 BVCS: 2+90.02BVCE: 7848.05EVCS: 3+39.98EVCE: 7848.05HIGH PT. STA: 3+14.98HIGH PT ELEV: 7848.68 PROPOSED GRADE @CENTERLINE OFRE-ALIGNED TRAIL EXISTING GRADE @CENTERLINE OFRE-ALIGNED TRAIL PROPOSED CONTOUR PROPOSED STORM SEWER 7900 PROPOSED SWALE OR DITCH>>>> EXISTING CONTOUR (BURLINGAME PHASE 3 DESIGN SURVEY)7900 NORTHLEGEND 1 inch = ft.( IN FEET ) GRAPHIC SCALE 020 20 40 20 8010 DRAINAGE DIRECTION/SLOPE SPOT ELEVATION EXAMPLE: FINISHED GRADE @ 00.00' = NOTE: ELEVATION 00.00' = 7900.00' BW = BOTTOM OF WALLEA = EDGE OF ASPHALTEX = EXISTING GRADEFFE = FINISHED FLOOR ELEVATIONFG = FINISHED GRADEFL = FLOW LINEHP = HIGH POINTLP = LOW POINTME = MATCH EXISTINGRIM = RIM ELEVATIONTBC = TOP BACK OF CURBTC = TOP OF CONCRETETP = TOP OF PAVER/PATIOTW = TOP OF WALL SPOT ELEVATION LEGEND FG:00.00 XX:XX.XX FINAL GRADING NOTES: 1.EXISTING CONTOURS ILLUSTRATED HEREIN ARE AT 1 FT INTERVAL 2.PROPOSED CONTOURS ARE AT 1 FT INTERVALS. 3.GRADING DESIGN ILLUSTRATED HEREIN IS SCHEMATIC IN NATURE. FINAL GRADING PLAN TO BE PROVIDED IN SUPPORT OF FUTURE BUILDING PERMIT. 4.GRADE LANDSCAPE AND HARDSCAPE SURFACES AROUND BUILDING PERIMETER AS NEEDED TO PROVIDE POSITIVE DRAINAGE AWAY FROM EXTERIORWALLS. 5.CONTRACTOR TO VERIFY GRADES ACROSS SITE TO ENSURE THAT THE INSTALLATION OF THE GRADING & DRAINAGE IMPROVEMENTS ARE INCOMPLIANCE WITH THE INTENT OF THE DESIGN RECOMMENDATIONS ILLUSTRATED HEREIN AND ON THE DRAINAGE PLAN. THE ENGINEER OF RECORDSHOULD BE MADE AWARE OF ANY EXISTING GRADES THAT MAY IMPEDE THE CONSTRUCTION OF THE GRADING AND DRAINAGE IMPROVEMENTS. 6.DOWNSPOUT FOR BUILDING ROOF DRAIN SYSTEM AND TERRACE/PATION/DECK DRAINS TO BE COORDINATED WITH THE ARCHITECT AND MECHANICALENGINEER. 7.THIS PROPERTY IS SITUATED IN ZONE "X" (AREA DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOD PLAIN) AS SHOWN ON THE FLOOD INSURANCE RATEMAP PREPARED BY F.E.M.A. FOR PITKIN COUNTY COLORADO, COMMUNITY-PANEL NUMBER 08097C0353E, EFFECTIVE DATE: AUGUST 15, 2019. 8.INSTALL INLET PROTECTION AT ALL AREA INLETS. 9.AT ALL TIMES DURING CONSTRUCTION AND UNTIL FINAL COMPLETION AND ACCEPTANCE OF THE WORK. THE CONTRACTOR SHALL PREVENT THEFORMATION OF AN AIRBORNE DUST NUISANCE IN SUCH A MANNER THAT IT WILL CONTAIN DUST PARTICLES TO THE IMMEDIATE AREA OF THE WORK.THE CONTRACTOR MUST PERFORM SUCH TREATMENT WITHIN 2 HOURS AFTER NOTIFICATION BY THE CITY THAT AN AIRBORNE DUST NUISANCE EXISTS. 10.THE CONTRACTOR MUST IMPLEMENT BEST MANAGEMENT PRACTICES (BMP's) TO MINIMIZE THE TRANSPORTATION OF SEDIMENT BEYOND THE LIMITSOF DISTURBANCE. 11.THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE ACTIVITY ENVELOPE, THE CONTRACTOR SHALL NOTOPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF PITKIN COUNTY. 12.ALL EXISTING AND PROPOSED GATE VALVES AND MANHOLE COVERS MUST BE ADJUSTED SUCH THAT THE TOP IS SET 1 2" BELOW FINAL GRADE. 13.THE UTILITIES AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITYCOMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION. 14.ALL SPOT ELEVATIONS AND GRADING CONCEPTS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY DEVIATIONS SHALL BE COORDINATED WITHTHE ENGINEER OF RECORD AND LANDSCAPE ARCHITECT. 15.ALL GEOTECHNICAL RECOMMENDATIONS MUST BE ADHERED TO. 16.ALL SITE RETAINING WALLS BY OTHERS. BURGLINGAME PHASE 3 DESIGN CONTOURS (PROJECT UNDERCONSTRUCTION AT TIME OF ECE SCHEMATIC DESIGN)7900 EXISTING STORM SEWERXSDXSD SOPRIS ENGINEERING LLC 502 MAIN STREET SUITE A3 CARBONDALE CO 81623 (970) 704 0311 soprisengineering.com C-3.0SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 31244 11/25/2022 SCHEMATIC GRADING PLAN 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:LJ CHECKED BY:JS QA/QC APPROVAL:JS REVISIONS NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 65 Aspen Burlingame - Early Childhood Education Center CIVIL DRAWINGS RG 27BRG 2BRG 3BRG 4BRG 24BRG 16B8''SS8''SS8''SS8''SSSS249VANACCESSIBLEP13-01P13-02P13-03P14-10P14-11P14-12P14-13P14-4P14-3P14-2P14-1P14-9UEUEUEUE> > > > > >>RG 14B>RG 31B1RG 1BST B K ST B K STB K STBK STBK ST B K ST B K STBK STBK STBK STBK STBK STBK STBK STBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKUEUEUEUEUEUEUEUEUEUEUEUEUEUEP14B14F14(b)F14(a)ESSESSESSwXSD24" RCP 18" RCP18" RCP24" RCP6" PVCXSA XSA XSA XSA XSAXSAXSAXSAXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDX S D XSD XSD XSDXSDXS D XSD XSD XSD XSD XSD XSD XSD XSD XS D XS D XS D XSD XSD XSDXSDXSDXSDXSD XSDXSAXSAXSAXSAXSAXSAXSAXSAXSAXSA XSAXSAXSAXSAXSAXSAXSAXSAXW L XW L XW L XW L XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XHCEXHCEXHCEX H C E X H C E X H C E X H C E XH C E XHCE XHC E XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCEXETCXETCXETCXETCXETCwww w wwwEEEEEE EE EE EEEEEE EE EEEEEEEEEE EPEPEPEPEPEPw w w ETVETVETVETVETV EPEPEPEP EPEPEPEEEEEEEE EEEEEEEE EEEEEEEG EG EG EG EGEGEGEGEGEGEGEG ETVETVETVETVE TV E TV ETVEEEE EE EE EE EEEEEEwwwwwwwwwwwXSD XSD XSD XSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDWLSVCWL SVC WL SVC C C C C C C C V 10 11 2 2 6 XGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELUEL UELUELUEL UELUEL UEL UEL sasvcsasvcTELTELTELTEL TEL TEL TELTVTVTVTV TV TVsa svc sasv c sa svc sasvcsasvcsasvcsasvcsasvc>>>>>>>>>>>>>>>>>>>>>> EXISTING STORM INLETRIM=7832.75'18" RCP INV IN: 7828.05'18" RCP INV OUT: 7827.95' EXISTING STORM INLETRIM=7822.08'18" RCP INV IN: 7816.08'18" RCP INV OUT: 7815.88' EXISTING STORM INLET TO BE ABANDONED W/PORTIONS OF EXISITINGSTORM DRAIN PIPE EXISTING STORM MANHOLERIM=7821.45'24" RCP INV IN (S):7814.70'24" RCP INV IN (N):7814.52' 24" RCP INV OUT (E): 7814.35' INSTALL NEW 4'Ø OFFSITE STORM MH& CONNECT TO EXISTING 24" RCPEX. INV: 7814.9± PROPOSED CITY OF ASPEN CURB INLET W/ GRATEINV: 7823.6± PROPOSED DRY WELL (DW #1) FOR WATERQUALITY TREATMENT OF PORTIONS OF ECEROOF & PLAYGROUND AREA. APPROX. SIZING: 4-FT Ø @ 12-FT DEEP(SIZING TO BE CONFIRMED AS DESIGNPROGRESSES) PROPOSED DRY WELL (DW#2) FOR WATER QUALITYTREATMENT OF PORTIONS OF ECE ROOF &PLAYGROUND AREA. SIZING: 4-FT Ø @ 12-FT DEEP(SIZING TO BE CONFIRMED AS DESIGN PROGRESSES) REMOVE STORM GRATE & INSTALLTRAFFIC RATED SOLID GRATE.CONNECT RAIN GARDENOVERFLOW PIPE BURLINGAME RAIN GARDEN 2B TO BEMODIFIED TO PROVIDE WATER QUALITYTREATMENT FOR PORTIONS OF PROPOSEDHOUSING COMPLEX; RE. TO SCHEMATICDESIGN WATER QUALITY PLAN (RG-B) C5.0 PROPOSED RAIN GARDEN (RG-C) TOSERVE PORTIONS OF PROPOSEDHOUSING COMPLEX; RE. TO SCHEMATICDESIGN WATER QUALITY PLAN C5.0 PROPOSED 24" RCP OFFSITESTORM DRAIN PIPE MODIFY EXISTING CULVERT OUTFALL PIPE &RE-INSTALL FLARED END SECTION &CONCRETE AREA INLET STRUCTURE WITH STL.GRATE & ROUTE OFFSITE FLOWS THROUGHDEVELOPMENT AS SHOWN HEREIN24" RCP INV OUT: 7826±PROPOSED 4'Ø OFFSITESTORM MHINV:7823.9 PROPOSED 4'Ø OFFSITEDROP STORM MANHOLEINV: 19.1±INV: 16.8± PROPOSED RAIN GARDEN (RG-A) TOSERVE PORTIONS OF PROPOSEDHOUSING COMPLEX; RE. TO SCHEMATICDESIGN WATER QUALITY PLAN C5.0 PROPOSED STORM PIPE TOPICK UP PORTIONS OF ECEROOF & PLAYGROUND AREA PROPOSED DRY WELL (DW#2) OVERFLOW &OFFSITE DRAINPIPE TO BE CONNECTED TOEXISTING CURB INLET AS SHOWN HEREIN PROPOSED RAIN GARDEN OVERFLOW PIPE TO BECONNECTED TO EXISTING UPSTREAM INLET.(FEASIBILITY OF CONNECTION TO BE CONFIRMED AS GRADING DESIGN PROGRESSES) EXISTING 24" RCP STORM TOBE USED FOR CONVEYANCE OFOFFSITE DRAINAGE PROPOSED RAIN GARDEN OVERFLOWPIPE TO BE CONNECTED TO PROPOSEDOFFSITE STORM MANHOLE PROPOSED UNDERGROUND WATERQUALITY SAND FILTRATION VAULT(SFV #1) FOR WATER QUALITYTREATMENT OF PARKING LOT.APPROX. INSIDE DIMENSIONS:9'-10"W x 15'-10"'L x 7.5'D PROPOSED DRY WELL (DW#1)OVERFLOW PIPE TO BE CONNECTED TOPROPOSED OFFSITE STORM MANHOLEAS SHOWN HEREIN PROPOSED STORM PIPE TOPICK UP PORTIONS OF ECEROOF & PLAYGROUND AREA PROPOSED OFFSITE AREAINLET STRUCTURE PROPOSED 4'Ø OFFSITESTORM MANHOLE INV:7822.2± PROPOSED OFFSITE CONC.DROP STORM INLETSTRUCTUREINV:7840.1±INV:7837.6± PROPOSED OFFSITE CONC.STORM INLET STRUCTUREINV: 7829.5± BURLINGAME RANCH WATERQUALITY BASINS TO BE REMAIN& BE PROTECTED 24" CULVERT TO REMAININV IN: 37.5INV OUT: 36.5 INSTALL NEW 4'Ø OFFSITE STORM MH& CONNECT TO EXISTING 24" RCPEX. INV: 7815.6± PROPOSED OFFSITE SWALE PROPOSED OFFSITE SWALE PROPOSEDAREA INLET PROPOSEDAREA INLET PROPOSED VALLEYPAN INLET STRUCTURE W/ GRATE7821.9± PROPOSED VALLEYPAN INLET STRUCTURE W/ GRATEINV: 7817.8± PROPOSED VALLEYPAN INLET STRUCTURE W/ GRATE PROPOSED TRAFFIC RATED TRENCHDRAIN; CONNECTED TO ONSITESTORM & ROUTED TO SFV #1 HARMONY ROADPAEPCKE ROAD FORGE ROADMINING STOCK PARKWAYEARLY CHILDHOODEDUCATION (ECE) BUILDING HOUSINGBUILDING FUTUREPARKING PROPOSEDAREA INLET PROPOSEDDRAIN PIPE NORTH1 inch = ft.( IN FEET ) GRAPHIC SCALE 020 20 40 20 8010 1.THE PROPOSED STORM DRAINAGE MITIGATION SYSTEM ILLUSTRATED HEREIN IS SCHEMATIC IN NATURAL WITHADEQUATE DETAIL TO DEMONSTRATE OVERALL INTENT OF OFFSITE DRAINAGE CONVEYANCE AS WELL AS ROUTING& PROPOSED WATER QUALITY TREATMENT FOR ONSITE STORM DRAINAGE. 2.SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL. 3.REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR TERRACE, EGRESS WELL & ROOF DRAIN LOCATIONSAND INFORMATION. 4.PROVIDE A CLEANOUT AT ALL DOWNSPOUT LOCATIONS AND A MINIMUM OF 150 FT. IF INLETS ARE NOT PROVIDED. 5.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE INSTALLATION OBSERVATIONS AS WELL AS SURVEYOF AS-BUILT INFORMATION PER THE CITY'S GRADING & DRAINAGE CERTIFICATE REQUIREMENTS. 6.CONTRACTOR TO ADHERE TO ALL MANUFACTURER'S INSTALLATION RECOMMENDATIONS. 7.CONTRACTOR TO FIELD VERIFY DRAINAGE CONCEPT ILLUSTRATED HEREIN TO ACTUAL FIELD CONDITIONS. 8.ANY DEVIATION FROM THE STORMWATER IMPROVEMENTS AS ILLUSTRATED HEREIN MUST BE PRE-APPROVED BYTHE ENGINEER OF RECORD. 9.ANY CONNECTION TO EXISTING MANHOLE OR INLET SHALL BE DONE IN A WORKMANLIKE MANNER. THE INVERTSHALL BE BROUGHT INTO THE EXISTING STRUCTURE AT THE ELEVATION SHOWN HEREIN. THE DOWNSTREAM PIPEINSIDE THE STRUCTURE SHALL BE SCREENED TO PREVENT DEBRIS FROM ENTERING SYSTEM. FILL VOIDS WITHNON-SHRINK GROUT, AFTER GROUT HAS SET, CUT THE PIPE OFF EVENLY SO THAT NO MORE THAN TWO INCHES (2")OF PIPE PROTRUDES INTO THE STRUCTURE AND REMOVE ALL SCREENING. NOTES PROPOSED CONTOUR PROPOSED STORM SEWER 7900 PROPOSED SWALE OR DITCH>>>> EXISTING CONTOUR (BURLINGAME PHASE 3 DESIGN SURVEY)7900 LEGEND BURGLINGAME PHASE 3 DESIGN CONTOURS (PROJECT UNDER CONSTRUCTION AT TIME OF ECE SCHEMATIC DESIGN)7900 EXISTING STORM SEWERXSDXSD SOPRIS ENGINEERING LLC 502 MAIN STREET SUITE A3 CARBONDALE CO 81623 (970) 704 0311 soprisengineering.com C-4.0SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 31244 11/25/2022 SCHEMATIC DRAINAGE PLAN 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:LJ CHECKED BY:JS QA/QC APPROVAL:JS REVISIONS NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 66 Aspen Burlingame - Early Childhood Education CenterCIVIL DRAWINGS SS> > > > > >>>ST B K ST B K STB K STBK STBK ST B K STB K STBK STBK STBK STBK STBK STBK STBK STBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKSTBKXSDXSDXSDXSDXSDXSDXSDXSDX S D XSD XSD XSDXSDXS D XSD XSD XSD XSD XSD XSD XSD XSD XS D XS D XS D XSD XSD XSDXSDXSDXSDXSD XSD XSD XSD XSD XSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDC C C C C C C V 10 11 2 2 6 XGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXETCXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELUEL UELUELUEL UELUEL UEL UEL >>>>>>>>>>>>>>>>>>>>>> BASIN 1 BASIN 2 BASIN 4 BASIN 5 BASIN 6 BASIN 3 PROPOSED DRY WELL (DW#2) FORWATER QUALITY TREATMENT OFPORTIONS OF ECE ROOF &PLAYGROUND AREA; RE. TO WATERQUALITY VOLUME SUMMARYTABLE THIS SHEET) PROPOSED DRY WELL (DW #1) FOR WATER QUALITYTREATMENT OF PORTIONS OF ECE ROOF &PLAYGROUND AREA. APPROX. SIZING: 4-FT Ø @ 12-FT DEEP; RE. TO WATER QUALITYVOLUME SUMMARY TABLE THIS SHEET INSTALL NEW 4'Ø OFFSITESTORM MH & CONNECT TOEXISTING 24" RCP STORM PIPE PROPOSED 24" RCP OFFSITESTORM DRAIN PIPE MODIFY EXISTING CULVERT OUTFALL PIPE &RE-INSTALL FLARED END SECTION &CONCRETE AREA INLET STRUCTURE WITH STL.GRATE & ROUTE OFFSITE FLOWS THROUGHDEVELOPMENT AS SHOWN HEREIN PROPOSED 4'Ø OFFSITESTORM MANHOLE PROPOSED 4'Ø OFFSITESTORM MANHOLE PROPOSED UNDERGROUND WATER QUALITY SANDFILTRATION VAULT (SFV #1) FOR WATER QUALITYTREATMENT OF PARKING LOT. APPROX. INSIDEDIMENSIONS: 9'-10"W x 15'-10"L x 7.5'D; RE. TO WATERQUALITY VOLUME SUMMARY TABLE THIS SHEET BURLINGAME RAIN GARDEN 2B TO BE MODIFIEDTO PROVIDE WATER QUALITY TREATMENT FORPORTIONS OF PROPOSED HOUSING COMPLEX(BASIN 5); RE. TO WATER QUALITY VOLUME SUMMARY TABLE THIS SHEET (RG-B) PROPOSED RAIN GARDEN (RG-C) TO SERVEPORTIONS OF PROPOSED HOUSING COMPLEX (BASIN) 6); RE. TO WATER QUALITY VOLUMESUMMARY TABLE THIS SHEET PROPOSED RAIN GARDEN (RG-A) TO SERVEPORTIONS OF PROPOSED HOUSINGCOMPLEX (BASIN 4); RE. TO WATER QUALITYVOLUME SUMMARY TABLE THIS SHEET PROPOSED OFFSITEAREA INLET STRUCTURE PROPOSED OFFSITECONC. INLET STRUCTURE PROPOSED OFFSITE CONC. INLETSTRUCTURE TO CONNECT TOEXISTING CURB INLET PROPOSED 18" PVC OFFSITESTORM DRAIN PIPE EXISTING STORM INLETRIM=7832.75'18" RCP INV IN: 7828.05'18" RCP INV OUT: 7827.95' INSTALL NEW 4'Ø OFFSITESTORM MH & CONNECT TOEXISTING 24" RCP STORM PIPE(CONNECT SFV #1 OVERALL PIPE) PROPOSED COACURB INLET PROPOSEDTRENCH DRAIN PROPOSEDAREA INLETPROPOSEDAREA INLET PROPOSED VALLEYPAN INLET PROPOSED VALLEYPAN INLET PROPOSED VALLEYPAN INLET PROPOSED 4'Ø OFFSITESTORM MANHOLE HARMONY ROADPAEPCKE ROAD FORGE ROADMINING STOCK PARKWAYEARLY CHILDHOODEDUCATION (ECE) BUILDING HOUSINGBUILDING FUTUREPARKING PROPOSEDAREA INLET NORTH1 inch = ft.( IN FEET ) GRAPHIC SCALE 020 20 40 20 8010 PROPOSED STORM SEWER PROPOSED SWALE OR DITCH>>>> EXISTING STORM SEWER PROPOSED RAIN GARDEN POST DEVELOPMENT DRAINAGE BASIN XSD XSD POST DEVELOPMENT DRAINAGE LEGEND REQUIRED WATER QUALITY TREATMENT VOLUMES NOTES:1.WATER QUALITY BASINS & ASSOCIATED VOLUMES ARE SCHEMATIC & WILLREQUIRE FURTHER ANALYSIS AS THE PROJECT DESIGN PROGRESSES.2.A SAFETY FACTOR OF 1.5 FOR DRY WELL WATER QUALITY TREATMENT VOLUME ISAPPLIED.3.LOCATION OF RAIN GARDENS TO BE DETERMINED AS PROJECT DESIGN PROGRESSES PROPOSED CONTOUR PROPOSED STORM SEWER 7900 PROPOSED SWALE OR DITCH>>>> EXISTING CONTOUR (BURLINGAME PHASE 3 DESIGN SURVEY)7900 LEGEND BURGLINGAME PHASE 3 DESIGN CONTOURS (PROJECT UNDER CONSTRUCTION AT TIME OF ECE SCHEMATIC DESIGN)7900 EXISTING STORM SEWERXSDXSD G:\2021\31244 BURLINGAME DAYCARE\CIVIL\CIVIL DWGS\PLOT\SCHEMATIC DESIGN\31244 SD PLOT.DWG - Nov 21, 2022 - 7:08amSOPRIS ENGINEERING LLC 502 MAIN STREET SUITE A3 CARBONDALE CO 81623 (970) 704 0311 soprisengineering.com C-5.0SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 31244 11/25/2022 SCHEMATIC WATER QUALITY BASINS 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:LJ CHECKED BY:JS QA/QC APPROVAL:JS REVISIONS NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 67 Aspen Burlingame - Early Childhood Education Center CIVIL DRAWINGS G:\2021\31244 BURLINGAME DAYCARE\CIVIL\CIVIL DWGS\PLOT\SCHEMATIC DESIGN\31244 SD PLOT.DWG - Nov 21, 2022 - 7:09amTYLER UNION 514" SLIP TYPE SHAFTOR APPROVED EQUIVALENT LANDSCAPING SEWER 24" MIN.CAST IRON OR BRASSVALVE BOX COVERLABELED "SEWER" CLOSEDPICKHOLES (2) NYLON CLEANOUT PLUG (PETERSONPRODUCTS OR PRE-APPROVEDEQUIVALENT) SET 4" BELOW GRADE CAST IRON OR BRASS VALVEBOX COVER; RE. TO DETAIL SCH. 40 PVC CLEANOUT RISER PLACE BOND BREAKER (PLASTIC)AROUND VALVE IN CONCRETE AREAS SCH. 40 PVC 2-WAYCLEANOUT TEE SCH. 40 PVC TOBUILDING SDR 26 TO SEWER MAIN FLOW SEWER SERVICE CLEANOUT 12" TYP.12" TYP. BACKFILL WITH ONSITE GRAVELOR PITRUN COMPACTED TO 95%STANDARD PROCTOR STANDARD MANHOLE STEPSPLACED AT MAX. 15" O.C. ORIENTSTEPS TO ALIGN BENEATH ACCESSLID DRY WELL RISER PIPE; 6" PVCPERFORATED RISERPIPE COVERED IN MIRAFIFABRIC SOCK; RE TO DETAILTHIS SHEET SEPARATOR FILTERFABRIC (TYP.) PRECAST CONCRETE LID SECTIONWITH RUST RESISTANT ACCESSHATCH WITH LIFTING HANDLES 1 12"DIA. WASHED ROCK ATTACH FILTER FABRIC TOINSIDE OF PERFORATED BARRELSECTIONS 4" OF 34" DIA. WASHED ROCK(CDOT #67 OR APPROVED EQUAL)PLACED UNDER STRUCTURE TOACT AS A LEVELING COURSE INLET PIPE. SEE STORMPROFILE SHEET FOR ELEVATION CONCRETE GRADE RINGS, TYP. 24"Ø STEEL FRAME & GRATE;SEE STORM PROFILE SHEETSFOR RIM ELEVATION OUTFALL PIPESEE STORM PROFILESHEETS FOR INV.ELEVATIONS PERF. BARRELSECTION W/1" DIAMETERPERFORATIONS 4-FT TBD 1.PERFORATED BARREL SECTION TO BE INSTALLED INTO FREE DRAINING GRAVEL APPROVED BY PROJECT GEOTECHNICAL ENGINEER. 2.SHORING, TRENCH BOXES AND/OR VERTICAL DRILLING MAY BE REQUIRED TO SAFELY EXCAVATE & INSTALL PROPOSED DRY WELL.CONTRACTOR TO ADHERE TO ALL OSHA AND GEOTECHNICAL RECOMMENDATIONS. 3.DRY WELL SIZING: 3.1.DW #1: TBD 3.2.DW #2 TBD DRY WELL NOTES: RE. TONOTES 12" MIN. FULL INFILTRATION RAIN GARDEN WQCV WATERSURFACE WRAP ALL GEOTEXTILE FABRIC TOTOP OF SOIL. ATTACH FABRICFIRMLY TO WALLS OR TRENCH SIDES. 12" MAX. (4"TO 6" TYP.) INLET AND RIMPER PLAN (TYP.) TYPE L RIPRAP (FILL VOIDS WITHCDOT CLASS C FILTER MATERIAL) WOVEN GEOTEXTILE FABRIC MEETING:ASTM D4751-AOS US STD. SIEVE #50 TO #70ASTM D4633 MIN. TRAPEZOIDAL TEARSTRENGTH 100 X 60 LBS. MIN. COESPECIFIED OPEN AREA OF 4%SCARIFIED SUBGRADE WITH PERCOLATIONRATES EXCEEDING 20 MINUTES PER INCH. INLET RIM ELEV. 18" MIN. RE. TO TABLE FOR MIN.HEAD OVER INLETS RE. TO LANDSCAPE PLANS(DO NOT USE SOD) ALL SIDE SLOPES 3:1 MAX. (4:1 OR FLATTERPREFERRED) OR USE BOULDERS/VERT. WALLS 18" GROW FILTER MEDIA PERCITY URMP SPECIFICATIONS; RE.TO TYPICAL RAIN GARDENSECTION & NOTES BELOW TYPICAL STORMWATER DRY WELL DETAIL 6"2"4' REFER TO DETAIL 3/C6.0 FOR SUBGRADE PREP STL. REINFORCED NOTES: 1.CONCRETE MUST CONFORM TO CDOT CLASS D (MIN. 28-DAY COMPRESSIVE STRENGTHOF 4,500 PSI); 80% OF THIS STRENGTH TO BE ACHIEVED IN THE FIRST 7-DAYS.2.CONCRETE SHALL CONTAIN FIBERMESH 300 PER OR APPROVED EQUIVALENT PERMANUFACTURER'S RECOMMENDATIONS.3.RE. TO LANDSCAPE PLANS FOR SNOWMELT AREAS4.RE. TO MECH. DWGS FOR SNOWMELT SYSTEM DESIGN5.SNOWMELT CONCRETE TO INCLUDE STEEL REINFORCEMENT; RE. TO CONCRETEREINFORCEMENT NOTES6.CONTRACTOR TO EXCAVATE EXISTING SUBGRADE AS REQUIRED TO ACCOMMODATETHE CONCRETE PAVEMENT SECTION.7.6" AGGREGATE BASE COURSE SHALL BE PLACED UNDER CURB, MOISTURE TREATED TOWITHIN 2 PERCENT OF OF OPTIMUM MOISTURE CONTENT, AND COMPACTED TO ATLEAST 95% OF MAXIMUM MODIFIED PROCTOR DENSITY.8.PLACEMENT AND COMPACTION OF AGGREGATE BASE COURSE SHALL BE OBSERVEDAND TESTED BY THE PROJECT GEOTECHNICAL ENGINEER. PLACEMENT SHALL NOTCOMMENCE UNTIL THE UNDERLYING SUBGRADE IS PROPERLY PREPARED AND TESTED.9.THE SUBGRADE & BASE COURSE SHALL BE PROOF ROLLED AFTER THE REQUIREDCOMPACTION HAS BEEN OBTAINED AND THE SUBGRADE HAS BEEN SHAPED TO THEREQUIRED CROSS SECTION. PROOF ROLLING SHALL BE PERFORMED IN ACCORDANCEWITH CDOT SPECIFICATIONS WITH A VEHICLE WITH A MINIMUM AXLE LOAD OF 18 kips PER AXLE AND OBSERVED BY PROJECT ENGINEER AND/OR PROJECT GEOTECHNICALENGINEER. REINFORCING NOTES: 1.REINFORCING BARS SHALL BE ASTM A-615 GRADE 60.2.REINFORCEMENT BARS SHALL BE #4 AND SPACED18-INCH ON CENTER BOTH WAYS (X & Y).3.MAINTAIN A 2" MINIMUM CLEAR DISTANCE FROMEDGE OF BAR TO EDGE OF CONCRETE.4.REINFORCING LAP SPLICES SHALL BE A MINIMUM OF40 BAR DIAMETERS UNLESS OTHERWISE NOTED.5.PROVIDE CORNER BARS OF EQUAL SIZE AND SPACINGAROUND ALL CORNERS.6.ALL REINFORCING SPACINGS ARE MAXIMUM ONCENTER AND ALL REINFORCING IS CONTINUOUSUNLESS OTHERWISE NOTED. 7.CONCRETE TO INCLUDE FIBERMESH 300 (34" FIBERS) AT1.5 LBS PER CUBIC YARD.8.MAINTAIN 2" MIN. & 2.5" MAX. CLEARANCE BETWEENBOTTOM OF SLAB TO BOTTOM OF SNOWMELTTUBING TO ENSURE PROPER SAW CUT DEPTH CAN BEACCOMMODATED WITHOUT DAMAGING SNOWMELTSYSTEM. TYPICAL 4' WIDE DRAIN PAN DETAIL SOPRIS ENGINEERING LLC 502 MAIN STREET SUITE A3 CARBONDALE CO 81623 (970) 704 0311 soprisengineering.com C-6.0SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 31244 11/25/2022 DETAIL SHEET 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:LJ CHECKED BY:JS QA/QC APPROVAL:JS REVISIONS NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 68 Aspen Burlingame - Early Childhood Education CenterCIVIL DRAWINGS SOPRIS ENGINEERING LLC 502 MAIN STREET SUITE A3 CARBONDALE CO 81623 (970) 704 0311 soprisengineering.com C-6.1SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 31244 11/25/2022 CITY OF ASPEN STANDARD WATER DETAILS 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:LJ CHECKED BY:JS QA/QC APPROVAL:JS REVISIONS NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com THIS PAGE INTENTIONALLY LEFT BLANK 69 Aspen Burlingame - Early Childhood Education Center CIVIL DRAWINGS SHAW TRAILER 70 Aspen Burlingame - Early Childhood Education CenterCIVIL DRAWINGS PROPOSED SAMPLE LOCATIONS 71 Aspen Burlingame - Early Childhood Education Center CIVIL DRAWINGS 72 Aspen Burlingame - Early Childhood Education CenterLANDSCAPE DRAWINGS DENVER CARBONDALE DURANGO BOZEMAN MISSOULA WWW.DHMDESIGN.COM 311 Main Street, Suite 102 Carbondale, Colorado 81623 P: 970.963.6520 Burlingame ECE 100% SD Pricing Set Narrative October 20t h , 2022 The following is a narrative description of the Landscape 100% SD Drawing Package. We have broken down the ECE by character zone. Our intention is to provide additional detail in order to facilitate pricing. Please reach out if you have any questions. ENTRANCE The entrance zone is intended to create a welcoming environment for the project. It also serves to delineate the boundary between the public multiuse path and private ECE space. A brightly colored overhead entrance feature defines this threshold, while bike racks provide accommodations for multimodal users. Before entering the building, an etched concrete sidewalk sets the tone that learning is fun. A bosque of trees screens the ECE from the road, while 2 bollards light the entrance paths. All lighting is to match existing Burlingame phase 2 lighting. Boulder check dams address the grade on the south side of the building and slow down runoff. NATIVE The native zone acts as a transition between the ECE and the AVLT conserved Deer Hill property. Vegetation in this area progresses from more colorful maintained plantings to the native shrub and bunchgrass existing on site. A 5’ wide crusher fine trail weaves up the southern slope behind Burlingame ECE to connect to the existing Phase 2 trail. PLAYGROUNDS The playgrounds were designed as nature play spaces, which emphasize the use of natural materials and ecological elements to encourage creativity, exploration and experiential learning. Infant: The infant playground is contained by a concrete retaining wall and wood fence. A 3’ wide concrete sidewalk wraps around the exterior of the playground and can be used as a track for wheeled toys. A sand and loose parts play area is lined with stumps to keep sand contained. A tree cookie path offers a textured path for access between the sand pit and the outdoor classroom. The wood outdoor classroom deck is shaded by a retractable sun shade. The nature play stump and rock offer surfaces for infants to pull themselves up on, while a tunnel log is fun crawl through. Rubberized play surface provides a fall-rated ground surface. A topographic grass mound tests balance and creates a flex gathering space. Toddler: The toddler playground is bounded by a concrete retaining wall on the west side and a wood fence on the east. The playground topography rises in the northwest corner to accommodate the steep site grade. Stone steps and a climbing wall offer choices to navigate the slope up to two embankment slides, one straight and the DENVER CARBONDALE DURANGO BOZEMAN MISSOULA WWW.DHMDESIGN.COM 311 Main Street, Suite 102 Carbondale, Colorado 81623 P: 970.963.6520 other curved. A retractable shade canopy keeps toddlers cool when needed. A rubberized play surface catches sliders and provides safety cushioning. A 3’+ concrete sidewalk acts as a track for wheeled toys, and meanders through the playground, wrapping around a multipurpose turf lawn. Outdoor classes can be held on the wood deck. A retractable shade structure makes area comfortable in the summer heat. A sand and loose parts play area is sited in the corner of the fence and is also covered by a retractable shade. Surrounding tree stumps can be used as seating and help keep the sand contained. Tree cookies continue the stump language, but offer textured access to the sand pit. At the turn around for wheeled toys, one can play hide and seek in the grass maze. Preschool: The preschool playground is delineated by a concrete retaining wall topped by a wood fence. A 3’ wide concrete sidewalk navigates the yard, and transitions to a extruded wooden bike track on the south side. Hands on environmental learning opportunities abound with a ‘non-fruiting orchard’, garden beds, and the perennial garden. The centerpiece to the playground is a ~42” raised wooden deck, accessed via three different methodologies: a climbing net, a natural tree balance beam and the stairs. Once on deck, preschoolers can choose to slide down the central fire pole or to take the slide. Sand provides a cushioned landing and facilitates movable parts play. A recessed turf bowl is fun to run through, and offers an alternative grassy meeting location. A cookie stepper ramble of various heights (18”max) cultivates balance and agility, while a music wall presents an outlet for creative expression. PARKING: The parking lot is curb and gutter, with ADA ramps that provide building access. Parking bays will be paved with permeable pavers, separated from the asphalt drive aisle with a concrete ribbon curb. A fenced dumpster and recycling enclosure is sited adjacent to the western parking pull out. The street light at the entrance of the parking lot should match the existing Burlingame fixtures. See architecture drawings for carport details. The future phase 2 parking will be planted with a sod-forming hybrid native seed mix until ready to build. Planting was selected for its salt tolerance and low maintenance qualities. The assumed vegetation installation sizes for the project are: 3" Cal. for deciduous trees, 6-10’ Ht. for evergreen trees, 6' B&B for multistem shrubs, and 5 Gal. for containerized shrubs. HOUSING: The housing will be screened from the parking lot with clusters of shade and ornamental trees. Rain gardens offer pockets of color, while slowing down stormwater runoff. The same sod-forming hybrid native seed used in the parking area will be used for the landscape adjacent to the housing. Under the southern balconies, rock mulch, delineated by a steel edger, will abut the building and provides access to the AC condensing units. A concrete sidewalk connects the street to the parking garage, lit by a single bollard. WL SVC WLSVCWLSVCXGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL UELUELUELUELUEL UELUELUELsa svc sa svc TE L TEL TEL TELTEL TELTEL TV TV TV TVTVTV sasvcsasvcsasvcsasvcsasvcsasvcsasvcsasvcw 24" RCP18" R C P 18" R C P XTC XTC EX. COAEL. 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VAULTXELXELXELXELXELXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSD XSD XSDXSDXGASXGASXGASXGASXGASXGASXGASXGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXETC XETC XETC XETC XETC XELXELXELXELXELXELXELXELXELXELXELXELXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXTCXTCXTCXTC XTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCwwww w EEEE EP EP wEEEG ETV ETV w w w w w w w w w w w XSDXSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSDXX X X X X X X XXXXXXXXXXX X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X XXXXXX X X XXXXX4'' W ETC ETC UE UE STBK SS XGAS XGAS XSD XSD XTC XTC XEL XEL XETC XETC XWL XWL ETV ETV EP EP XSA XSA XSD XSD >>>>> LEGEND PROPERTY LINE PROPOSED WATER LINE PROPOSED CABLE PROPOSED ELECTRICAL BUILDING SETBACK SEWER LINE EXISTING GAS LINE EXISTING STORM WATER LINE EXISTING JOINT TRENCH EXISTING ELECTRICAL EXISTING CABLE EXISTING WATER LINE EXISTING CABLE EXISTING PHONE LINE EXISTING SEWER LINE EXISTING STORM DRAIN PIPE PROPOSED SWALE FLOW LINE EXISTING HYDRANT EXISTING STORM DRAIN EASEMENTS EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS NATIVE SEED MIX HYBRID SEED MIX SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Site Plan L1.0 INFANT PLAYGROUND TODDLER PLAYGROUND PRESCHOOL PLAYGROUND BOULDER RETAINING WALL, P. 14, IMAGE 2 CONCRETE RETAINING WALL TRAIL CONNECTION EXISTING RETAINING CONCRETE RETAINING WALL W/ FENCE, P.11, IMAGE 0 6.5 ’ W I D E S I D E W A L K 10’ S H A R E D U S E T R A I L PLAYGROUND ENCLOSURE FENCE, P. 11, IMAGE 10 5’ WIDE CRUSHER FINES TRAIL, 5% SLOPE MAX, P. 14, IMAGE 1 BOULDER CHECK DROP, P.5, IMAGE 4 BIKE PARKING (8 BIKES), P. 5, IMAGE 3 CONCRETE RETAINING WALL W/ FENCE (P11, IMAGE 0)2ND FLOOR GRADE BURLINGAME ECE HOUSING LOT 4 LOT 3 PAEPCKE ROAD PR O P E R T Y L I N E HARMONY ROAD PHASE 1 PARKING (31 STALLS) 2 EV CHARGING SPACES INCLUDED SNOW STORAGE BURLINGAME RANCH PHASE 3 IMPROVEMENTS 10’ X 12’ DUMPSTER + RECYCLING ENCLOSURE AC UNITS CONDENSING UNIT (RE: MEP) AC UNITS PHASE 2 PARKING (10 STALLS) ON S T R E E T P A R K I N G (6 ST A L L S ) COVERED CARPORTS ELECTRIC U T I L I T I E S E A S E M E N T BUILDI N G S E T B A C K ACCES S E A S E M E N T ENCROACHMENT EASEMENTSTREET LIGHT BOLLARD LIGHTING NOTES 1. BUILDING MOUNTED LIGHTING PER ARCHITECT i. BUILDING LIGHTING LIMITED TO CODE/EGRESS REQUIREMENTS AT EXTERIOR DOORS, PLUS: ii. ONE BUILDING MOUNTED FIXTURE AT ACCESSIBLE PARKING STRIPING 2. BUILDING ATTACHED STAIR LIGHTING PER ARCHITECT i. EXTERIOR STAIR LIGHTING TO BE NEWEL POSTS MOUNTED AT TOP, BOTTOM, AND LANDINGS 3. SITE BOLLARDS (3 TOTAL) TO MATCH BURLINGAME PHASE 2 i. SITE STAIR LIGHTING TO BE SINGLE BOLLARD AT TOP OF STAIR, FOUR OR FEWER RISERS ii. SITE BOLLARD AT EAST ECE EGRESS iii. SITE BOLLARD AT NORTH HOUSING SIDEWALK/ DRIVEWAY 4. STREET LIGHTING (1 TOTAL) TO MATCH EXISTING BURLINGAME PHASE TWO FIXTURES i. STREET LIGHTING AT PARKING LOT ENTRANCE RAIN GARDEN EASEMENT RAIN GARDEN, P. 12, IMAGE 1 OVERHEAD ENTRANCE FEATURE, P. 5, IMAGE 1 ETCHED CONCRETE SIDEWALK, P. 5, IMAGE 2 BOULDER RETAINING WALL RE: CIVIL BOULDER RETAINING WALL RE: CIVIL CURBED PARKING LOT WITH SALT TOLERANT PLANTING (RE: CIVIL), P. 16, IMAGE 2&3 PERMEABLE PAVERS WITH VALLEY PAN, P. 16, IMAGE 4 PERMEABLE PAVER PARKING BAYS WITH ASPHALT DRIVE AISLE, SEPARATED BY CONCRETE RIBBON CURB, P. 16, IMAGE 2&3 GENERAL SITE NOTES 1. CONCRETE SITE WALLS TO BE STANDARD GRAY WITH ROUGH-SAWN BOARD FORM LINER AND 1/2” CHAMFER (FRONT AND BACK) AT TOP OF WALL 2. DUMPSTER ENCLOSURE TO BE WOOD-CLAD STEEL FRAME WITH 2-LEAF, FULL-WIDTH OPENING. OPEN TO ABOVE WITH CONCRETE PAD BELOW, FINAL LAYOUT T.B.D. + + + + + + 73 Aspen Burlingame - Early Childhood Education Center LANDSCAPE DRAWINGS 74 Aspen Burlingame - Early Childhood Education CenterLANDSCAPE DRAWINGS >>>>>>>>>>>>>> X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XXXXXXWL SVCWL SVC WL SVC WL SVC WL SVC WL SVC WL XETCXELsasvcsasvcsasvcsasvcTELTELTELTELTELTELTEL TEL TEL TEL TVTVTVTVTVTVTV TV TV TV sasvcsasvc>>>>>>>>>>XSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDX XXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>> >>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX4'' W ETC ETC UE UE STBK SS XGAS XGAS XSD XSD XTC XTC XEL XEL XETC XETC XWL XWL ETV ETV EP EP XSA XSA XSD XSD >>>>> BURLINGAME ECE BURLINGAME ECE BURLINGAME ECE 2ND FLOOR G R A D E PROPERTY LINE PROPOSED WATER LINE PROPOSED CABLE PROPOSED ELECTRICAL BUILDING SETBACK SEWER LINE EXISTING GAS LINE EXISTING STORM WATER LINE EXISTING JOINT TRENCH EXISTING ELECTRICAL EXISTING CABLE EXISTING WATER LINE EXISTING CABLE EXISTING PHONE LINE EXISTING SEWER LINE EXISTING STORM DRAIN PIPE PROPOSED SWALE FLOW LINE EXISTING HYDRANT EXISTING STORM DRAIN EASEMENTS EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS NATIVE SEED MIX HYBRID SEED MIX >>>>>>>>>>>>>> X X X X XXXXXXXXXXXXXXX XXXXXXXXXXX XXXXXXXXXXXXXXXX XXX XX XXXX X X X X XXXXX X WL SVCWL SVC WL SVC WL SVC WL SVC WL SVC WL sasvcsasvcTELTELTELTELTEL TEL TEL TEL TVTVTVTVTV TV TV TV sasvcsasvcX XXX XX XXXXXXXXXXXX XX XXXXXXXXXXXXXXXXXXXXXXX XX XXXXXXX>>> >>>>>>>>>>>>>>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX4'' W ETC ETC UE UE STBK SS XGAS XGAS XSD XSD XTC XTC XEL XEL XETC XETC XWL XWL ETV ETV EP EP XSA XSA XSD XSD >>>>> BURLINGAME ECE BURLINGAME ECE 2ND FLOOR G R A D E PROPERTY LINE PROPOSED WATER LINE PROPOSED CABLE PROPOSED ELECTRICAL BUILDING SETBACK SEWER LINE EXISTING GAS LINE EXISTING STORM WATER LINE EXISTING JOINT TRENCH EXISTING ELECTRICAL EXISTING CABLE EXISTING WATER LINE EXISTING CABLE EXISTING PHONE LINE EXISTING SEWER LINE EXISTING STORM DRAIN PIPE PROPOSED SWALE FLOW LINE EXISTING HYDRANT EXISTING STORM DRAIN EASEMENTS EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS NATIVE SEED MIX HYBRID SEED MIX HARMONY ROAD ON STREET PARKINGSHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com WL SVCWL SVC WL SVC WL SVC WL SVC WL SVC WL TELTEL TEL TEL TEL TVTV TV TV TV sasvcsasvc>>> >>>>>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX4'' W ETC ETC UE UE STBK SS XGAS XGAS XSD XSD XTC XTC XEL XEL XETC XETC XWL XWL ETV ETV EP EP XSA XSA XSD XSD >>>>> BURLINGAME ECE 2ND FLOOR G R A D E PROPERTY LINE PROPOSED WATER LINE PROPOSED CABLE PROPOSED ELECTRICAL BUILDING SETBACK SEWER LINE EXISTING GAS LINE EXISTING STORM WATER LINE EXISTING JOINT TRENCH EXISTING ELECTRICAL EXISTING CABLE EXISTING WATER LINE EXISTING CABLE EXISTING PHONE LINE EXISTING SEWER LINE EXISTING STORM DRAIN PIPE PROPOSED SWALE FLOW LINE EXISTING HYDRANT EXISTING STORM DRAIN EASEMENTS EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS NATIVE SEED MIX HYBRID SEED MIX Site Plan Enlargements L1.1 GRASS MAZE, P.11, IMAGE 6 OUTDOOR CLASSROOM DECK, P.11, IMAGE 11 TUNNEL LOG, P.11, IMAGE 8 TURF LAWN, P.11, IMAGE 8 3’ CONCRETE SIDEWALK SAND + LOOSE PARTS PLAY WITH SHADE, P.11, IMAGE 9 RUBBERIZED PLAY SURFACE PLANTING, P. 10 EMBANKMENT SLIDES. P.11, IMAGE 12 STONE STEPS AND CLIMBING WALL, P.8, IMAGE 1 SHADE CANOPY CONCRETE RETAINING WALL TUNNEL LOG, P.11, IMAGE 5 SAND + LOOSE PARTS PLAY (LINED WITH STUMPS), P.11, IMAGE 4 NATURE PLAY STUMP, P.11, IMAGE 3 NATURE PLAY ROCK BIKE PARKING (8 BIKES), P.5, IMAGE 3 TREE COOKIE PATH , P.11, IMAGE 2 OUTDOOR CLASSROOM DECK WITH SHADE CANOPY, P.11, IMAGE 11 CONCRETE RETAINING WALL GRASS MOUND, P.11, IMAGE 1 RUBBERIZED PLAY SURFACE PLANTING, P.11, IMAGE 13 TREE COOKIE STEPPER RAMBLE, P.11, IMAGE 16 OUTDOOR CLASSROOM DECK WITH SHADE CANOPY, P.11, IMAGE 19 GARDEN BEDS, P.11, IMAGE 18 NON-FRUITING ORCHARD PERENNIAL GARDEN, P.11, IMAGE 17 TURF BOWL CONCRETE RETAINING WALL 3.5’ HT RAISED DECK WITH FIRE POLE, P.11, IMAGE 15 STAIRS CLIMBING NET, P.11, IMAGE 15 SLIDE PLANTING, P.11, IMAGE 13 NATURAL TREE BALANCE BEAM, P.11, IMAGE 14 SAND + MOVABLE PARTS PLAY, P.11, IMAGE 9 3’ WIDTH SIDEWALK TODDLER PLAYGROUND PRESCHOOL PLAYGROUND INFANT PLAYGROUND* PLAYGROUND AREAS INFANTS (6 WKS-18 MOS) AGE CAPACITY REQUIRED SQUARE FOOTAGE PROPOSED SQUARE FOOTAGE TODDLERS (1-3 YRS) PRESCHOOL (2.5 - 6 YRS) 400 SF 1,648 SF 10 16 18 1200 SF 2,282 SF 1500 SF 2,010 PHASE 1 PARKING FENCE, P.11, IMAGE 10 SNOW STORAGE 10’ X 12’ DUMPSTER + RECYCLING ENCLOSURE BOULDER CHECK DROP, P.5, IMAGE 4 BOULDER RETAINING WALL 5’ WIDE CRUSHER FINE TRAIL, 5% SLOPE MAX 10’ WIDE SIDEWALK PHASE 1 PARKING 10’ WIDE SIDEWALKTREE STUMPS, P.11, IMAGE 7 * CHANGING CLASSROOM AGE GROUPS WOULD RESULT IN PLAYGROUND DESIGN REVISIONS. MUSIC WALL, P.9, IMAGE 1 EXTRUDED WOOD BIKE TRACK, P.9, IMAGE 2 TREE COOKIES, P.11, IMAGE 2 BOULDER RETAINING WALL RE: CIVIL BOULDER RETAINING WALL RE: CIVIL WL SVC WLSVCWLSVCXGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL UELUELUELUELUELUELUELUELsa svc sa svc TEL TEL TEL TELTELTELTEL TV TV TV TVTVTV sasvcsasvcsasvcsasvcsasvcsasvcsasvcsasvcw 24" RCP18" R C P 18" R C P XTC XTC EX. COAEL. VAULTXELXELXELXELXELXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSD XSD XSDXSDXGASXGASXGASXGASXGASXGASXGASXGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXETC XETC XETC XETC XETC XELXELXELXELXELXELXELXELXELXELXELXELXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXTCXTCXTCXTC XTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCwwww w EEEE EP EP wEEEG ETV ETV w w w w w w w w w w w XSDXSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD w 24" RCP18" R C P 18" R C P XTC XTC EX. COAEL. VAULTXELXELXELXELXELXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSD XSD XSDXSDXGASXGASXGASXGASXGASXGASXGASXGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXETC XETC XETC XETC XETC XELXELXELXELXELXELXELXELXELXELXELXELXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXTCXTCXTCXTC XTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCwwww w EEEE EP EP wEEEG ETV ETV w w w w w w w w w w w XSDXSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSDXX X X X X X X XXXXXXXXXXX X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X XXXXXX X X XXXXX4'' W ETC ETC UE UE STBK SS XGAS XGAS XSD XSD XTC XTC XEL XEL XETC XETC XWL XWL ETV ETV EP EP XSA XSA XSD XSD >>>>> LEGEND PROPERTY LINE PROPOSED WATER LINE PROPOSED CABLE PROPOSED ELECTRICAL BUILDING SETBACK SEWER LINE EXISTING GAS LINE EXISTING STORM WATER LINE EXISTING JOINT TRENCH EXISTING ELECTRICAL EXISTING CABLE EXISTING WATER LINE EXISTING CABLE EXISTING PHONE LINE EXISTING SEWER LINE EXISTING STORM DRAIN PIPE PROPOSED SWALE FLOW LINE EXISTING HYDRANT EXISTING STORM DRAIN EASEMENTS EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS NATIVE SEED MIX HYBRID SEED MIX SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Shade Study Diagram L1.2 SHADE NOTE: AREAS INDICATED ARE GENERAL, NOT TECHNICAL, AND ARE FOR INITIAL LANDSCAPE STUDIES ONLY. SHADE STUDY KEY PART SUN SUN INFANT PLAYGROUND TODDLER PLAYGROUND PRESCHOOL PLAYGROUND BURLINGAME ECE HOUSING LOT 4 LOT 3 PAEPCKE ROAD PR O P E R T Y L I N E HARMONY ROAD PHASE 1 PARKING (31 STALLS) 2 EV CHARGING SPACES INCLUDED BURLINGAME RANCH PHASE 3 IMPROVEMENTS PHASE 2 PARKING (10STALLS) ON S T R E E T P A R K I N G (6 ST A L L S ) UTILITIES E A S E M E N T BUILDI N G S E T B A C K ACCESS E ASE ME NT ENCROACHMENT EASEMENT 75 Aspen Burlingame - Early Childhood Education Center LANDSCAPE DRAWINGS 76 Aspen Burlingame - Early Childhood Education CenterLANDSCAPE DRAWINGS WL SVC WLSVCWLSVCXGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XETC XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL UELUELUELUELUEL UELUELUELsa svc sa svc TEL TEL TE L TELTELTEL TEL TV TV TV TVTVTV sasvcsasvcsasvcsasvcsasvcsasvcsasvcsasvcw 24" RCP18" R C P 18" R C P XTC XTC EX. COAEL. VAULTXELXELXELXELXELXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSD XSD XSDXSDXGASXGASXGASXGASXGASXGASXGASXGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXETC XETC XETC XETC XETC XELXELXELXELXELXELXELXELXELXELXELXELXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXTCXTCXTCXTC XTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCwwww w EEEE EP EP wEEEG ETV ETV w w w w w w w w w w w XSDXSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD w 24" RCP18" R C P 18" R C P XTC XTC EX. COAEL. VAULTXELXELXELXELXELXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSD XSD XSDXSDXGASXGASXGASXGASXGASXGASXGASXGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXELXETC XETC XETC XETC XETC XELXELXELXELXELXELXELXELXELXELXELXELXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXTCXTCXTCXTC XTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCXTCwwww w EEEE EP EP wEEEG ETV ETV w w w w w w w w w w w XSDXSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSDXX X X X X X X XXXXXXXXXXX X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X XXXXXX X X XXXXX4'' W ETC ETC UE UE STBK SS XGAS XGAS XSD XSD XTC XTC XEL XEL XETC XETC XWL XWL ETV ETV EP EP XSA XSA XSD XSD >>>>> LEGEND PROPERTY LINE PROPOSED WATER LINE PROPOSED CABLE PROPOSED ELECTRICAL BUILDING SETBACK SEWER LINE EXISTING GAS LINE EXISTING STORM WATER LINE EXISTING JOINT TRENCH EXISTING ELECTRICAL EXISTING CABLE EXISTING WATER LINE EXISTING CABLE EXISTING PHONE LINE EXISTING SEWER LINE EXISTING STORM DRAIN PIPE PROPOSED SWALE FLOW LINE EXISTING HYDRANT EXISTING STORM DRAIN EASEMENTS EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS NATIVE SEED MIX HYBRID SEED MIX SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Character Zone Diagram L1.3 PLAYGROUND PARKING HOUSING CHARACTER ZONE KEY NATIVE ENTRANCE INFANT PLAYGROUND TODDLER PLAYGROUND PRESCHOOL PLAYGROUND BURLINGAME ECE HOUSING LOT 4 LOT 3 PAEPCKE ROAD PR O P E R T Y L I N E HARMONY ROAD PHASE 1 PARKING (31 STALLS) 2 EV CHARGING SPACES INCLUDED BURLINGAME RANCH PHASE 3 IMPROVEMENTS PHASE 2 PARKING (10STALLS) ON S T R E E T P A R K I N G (6 ST A L L S ) UTILITIES E A S E M E N T BUILDI N G S E T B A C K ACCESS E ASE ME NT ENCROACHMENT EASEMENT SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Entryway Character L2.0 3. BIKE PARKING 1. OVERHEAD ENTRANCE FEATURE 1. OVERHEAD ENTRANCE FEATURE 1. OVERHEAD ENTRANCE FEATURE 2. ETCHED CONCRETE SIDEWALK 4. BOULDER CHECK DROP3. BIKE PARKING 77 Aspen Burlingame - Early Childhood Education Center LANDSCAPE DRAWINGS 78 Aspen Burlingame - Early Childhood Education CenterLANDSCAPE DRAWINGS SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Entryway Planting L2.1 WOODS ROSE Rosa woodsii SNOWBERRY Symphoricarpos albus NANNYBERRY VIBURNUM Viburnum lentago ST MARY’S BROOM SPRUCE Picea pungens ‘St. Mary’s Broom’ VALLEY CUSHION MUGO PINE Pinus mugo ‘Valley Cushion’ BLUE MIST SPIREA Caryopteris sp. FROEBEL SPIREA Spirea j. ‘Frobelii’ ARCTIC FIRE DOGWOOD Cornus stolonifera NORTHERN SUN FORSYTHIA Forsythia x ‘Northern Sun’ DIABLO NINEBARK Physocarpus opulifolius ‘Monlo’ McKAYS WHITE POTENTILLA Potentilla f. ‘McKays’ White’ MAP KEY ASPEN Populus tremuloides NARROWLEAF COTTONWOOD Populus angustifolia BLUE SPRUCE Picea pungensTREES SHRUBS SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Playground Character L3.0 DISCOVER | CRAWL, FEEL, PUSH/PULL UP, WATER AND SAND INFANT (6 wks - 8 mos) SOFT SURFACES TACTILE MATERIALSOBJECTS TO CRAWL THROUGH SENSORY MATERIALS STURDY EQUIPMENT EQUIPMENT TO PULL UP ON SHADE, TOYS TO PUSH AND PULL 79 Aspen Burlingame - Early Childhood Education Center LANDSCAPE DRAWINGS 80 Aspen Burlingame - Early Childhood Education CenterLANDSCAPE DRAWINGS SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Playground Character L3.1 EXPLORE | CLIMB, CREATE, RUN, MAKE-BELIEVE TODDLER (1-3 years) 1. CLIMBING WALL STRUCTURES FOR MAKE BELIEVE CLIMBING STRUCTURES SLIDES WATER AND SANDLOOSE PARTS FOR CREATIVITY CLIMBING STRUCTURES CLIMBING STRUCTURES SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Playground Character L3.2 ADVENTURE | BALANCE, CREATE, CLIMB, RIDE PRESCHOOL (2.5-6 years) 1. MUSIC WALL 2. EXTRUDED WOOD BIKE TRACK BALANCE BEAMS PLACES TO CREATE PLACES TO RUN, JUMPSTRUCTURES FOR CLIMBING RIDING TOYS AND PATHS SENSORY FEATURESSTRUCTURES FOR CLIMBING 81 Aspen Burlingame - Early Childhood Education Center LANDSCAPE DRAWINGS 82 Aspen Burlingame - Early Childhood Education CenterLANDSCAPE DRAWINGS SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Playground Planting L3.3 ASPEN Populus tremuloides SPRING SNOW CRABAPPLE Malus ‘Spring Snow’ YARROW Achillea millefolium RED VALERIAN Centranthus ruber GOLDEN BABY GOLDENROD Solidago ‘Golden Baby’ DWARF RUSSIAN SAGE Perovskia atriplicifolia AUTUMN JOY SEDUM Sedum ‘Autumn Joy’ INDIAN BLANKET Gaillardia pulchella ICELAND POPPY Papaver nudicaule DOUBLE BUBBLEMINT HYSSOP Agastache cana ‘Double Bubblemint’ BUTTERFLY BUSH Buddleia davidii NATIVE BEE BALM Monarda sp. SHOWY FLEABANE Erigeron speciosus BLUE MIST SPIREA Caryopteris sp. ROCKY MOUNTAIN PENSTEMON Penstemon strictus MAIDEN GRASS Miscanthus s. ‘Gracillimus’ BLUE GRAMA GRASS Bouteloua gracilis PRAIRIE DROPSEED GRASS Sporobolus heterolepis BLUE AVENA GRASS Helictotrichon sempervirens NANNYBERRY VIBURNUM Viburnum lentago SASKATOON SERVICEBERRY Amelanchier alnifolia MAP KEYTREESSHRUBS GRASSESPOLLINATOR GARDEN SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Playground Amenities L3.3 MAP KEY 16. TREE COOKIE STEPPER RAMBLE 19. OUTDOOR CLASSROOM DECK WITH SHADE CANOPY 18. GARDEN BEDS15. RAISED DECK WITH FIREPOLE AND CLIMBING NET 14. LOG BALANCE BEAM 17. PERENNIAL GARDEN13. UNDULATING STUMP PLANTER 11. OUTDOOR CLASSROOM DECK 12. EMBANKMENT SLIDES9. SAND AND LOOSE PARTS PLAY 8. TURF LAWN AND LOG TUNNEL 7. NATURE PLAY STUMPS6. GRASS MAZE 10. PLAYGROUND ENCLOSURE FENCE 4. SAND AND LOOSE PARTS PLAY 5. LOG TUNNEL2. TREE COOKIE PATH 3. NATURE PLAY STUMPS1. GRASS MOUND LAWN0. BOARDFORM CONCRETE RETAINING WALLINFANT TODDLERPRESCHOOLL3.4 83 Aspen Burlingame - Early Childhood Education Center LANDSCAPE DRAWINGS 84 Aspen Burlingame - Early Childhood Education CenterLANDSCAPE DRAWINGS SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Housing Character L4.0 1. RAIN GARDEN 1. RAIN GARDEN 1. RAIN GARDEN * *** *IMAGES FOR CHARACTER REFERENCE ONLY SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Housing Planting L4.1 ASPEN Populus tremuloides ROCKY MOUNTAIN MAPLE Acer glabrum FLAME AMUR MAPLE Acer ginnala ‘Flame’ RUSSIAN HAWTHORN Craetegus ambigua SPRING SNOW CRABAPPLE Malus ‘Spring Snow’ BOX ELDER Acer negundo NARROWLEAF COTTONWOOD Populus angustifolia SASKATOON SERVICEBERRY Amelanchier alnifolia SHRUBSRUSSIAN SAGE Perovskia atriplicifolia MISS KIM LILAC Syringa p. ‘Miss Kim’ COMMON WHITE LILAC Syringa v. alba ISANTI DOGWOOD Cornus sericea ‘Isanti’ VALLEY CUSHION MUGO PINE Pinus mugo ‘Valley Cushion’ CHEYENNE MOCK ORANGE Philadelphus lewisii THREE LEAF SUMAC Rhus trilobata GREEN MOUND ALPINE CURRANT Ribes alpinum ‘Green Mound’ YELLOW FLOWERING CURRANT Ribes aureum PAWNEE BUTTES SAND CHERRY Prunus besseyi Pawnee Buttes DWARF NINEBARK Physocarpus opulifolius ‘Nanus’ MOUNTAIN NINEBARK Physocarpus monogynus ST MARY’S BROOM SPRUCE Picea pungens ‘St. Mary’s Broom’GRASSESINDIAN RICE GRASS Eriocoma hymenoides MAIDEN GRASS Miscanthus s. ‘Gracillimus’ BLUE AVENA GRASS Helictotrichon sempervirens MAP KEY SHRUBSTREESTREES85 Aspen Burlingame - Early Childhood Education Center LANDSCAPE DRAWINGS 86 Aspen Burlingame - Early Childhood Education CenterLANDSCAPE DRAWINGS SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Native Character L5.0 1. CRUSHER FINES TRAIL 1. CRUSHER FINES TRAIL 1. CRUSHER FINES TRAIL 1. CRUSHER FINES TRAIL 2. BOULDER RETAINING WALL 2. BOULDER RETAINING WALL 1&2. CRUSHER FINES TRAIL, BOULDER RETAINING WALL SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Native Planting L5.1TRANSITION ZONESHRUBSAPACHE PLUME Fallugia paradoxa FERNBUSH Chamaebatiaria millefolium MOUNTAIN MAHOGANY Cercocarpus montanus CURLLEAF MOUNTAIN MAHOGANY Cercocarpus ledifolius TALL WESTERN SAGE Artemisia tridentata RABBITBRUSH Chrysothamus sp. ONE SEED JUNIPER Juniperus monosperma GAMBEL OAK Quercus gambelii MAP KEYTREES TATARIAN MAPLE Acer tataricum PAWNEE BUTTES SAND CHERRY Prunus besseyi Pawnee Buttes THREE LEAF SUMAC Rhus trilobata FLAME AMUR MAPLE Acer ginnala ‘Flame’ NATIVE SEED MIX YELLOW FLOWERING CURRANT Ribes aureum 87 Aspen Burlingame - Early Childhood Education Center LANDSCAPE DRAWINGS 88 Aspen Burlingame - Early Childhood Education CenterLANDSCAPE DRAWINGS SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Parking Character L6.0 1. RIBBON CURB 2. SIMPLE MASSING PLANTING 3. PARKING LOT CURB AND GUTTER WITH SALT TOLERANT PLANTINGS 4. PERMEABLE PAVING ** * *IMAGES FOR CHARACTER REFERENCE ONLY SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE © COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAME ECECity of Aspen3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com DRAWN BY:EV CHECKED BY:JJ QA/QC APPROVAL:JJ REVISIONS PROFESSIONAL STAMP NOT FOR CONSTRUCTION16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 225 MAIN STREET, CARBONDALE, CO 81623 TELE. 1-970-963-6520 www.dhmdesign.com Parking Planting L6.1SHRUBSMOUNTAIN ASH Sorbus americana ASPEN Populus tremuloides FLAME AMUR MAPLE Acer ginnala ‘Flame’ SASKATOON SERVICEBERRY Amelanchier alnifoliaNANNYBERRY VIBURNUM Viburnum lentago GRASSESBLUE GRAMA GRASS Bouteloua gracilis ‘Blonde Ambition’ INDIAN RICE GRASS Eriocoma hymenoides MAIDEN GRASS Miscanthus s. ‘Gracillimus’ BLUE AVENA GRASS Helictotrichon sempervirens PRAIRIE DROPSEED GRASS Sporobolus heterolepis MAP KEYTREES DWARF FRAGRANT SUMAC Rhus aromatica ‘Gro- Low’ NATIVE YELLOW POTENTILLA Potentilla fruticosa MOUNTAIN NINEBARK Physocarpus monogynus DIABLO NINEBARK Physocarpus opulifolius ‘Monlo’ PEKING COTONEASTER Cotoneaster acutifolia SNOWBERRY Symphoricarpos albus ISANTI DOGWOOD Cornus sericea ‘Isanti’ ARCTIC FIRE DOGWOOD Cornus stolonifera RUGOSA ROSE Rosa rugosa DWARF NINEBARK Physocarpus opulifolius ‘Nanus’ COMMON PURPLE LILAC Syringa vulgaris MISS KIM LILAC Syringa p. ‘Miss Kim’ 89 Aspen Burlingame - Early Childhood Education Center LANDSCAPE DRAWINGS GENERAL 1.All construction shall conform to the 2015 editions of the International Residential Code (IRC) & International Building Code (IBC), and the City of Aspen amendments.2.Details not specifically shown on these drawings shall be similar to details for like construction as shown on these drawings.3.The Contractor shall verify all dimensions and conditions at the job site, and shall report any discrepancies to the Architect andStructural Engineer of Record (S.E.O.R.) before proceeding with work. 4.Refer to Architectural drawings for dimensions and other information not specifically shown on Structural Drawings. Dimensions shown are approximate and are provided as an aid in interpreting the drawings and must be verified with the Architectural drawings. In the event of conflict, dimensions shown on the Architectural drawings shall govern. Notify the S.E.O.R. of any discrepancies prior to constructing the impacted portions of the work. Scaled dimensions shall not be used. 5.No structural members shall be cut, notched or otherwise penetrated unless specifically approved by the S.E.O.R. in advance or as shown on these drawings. 6.Provide openings, curbs, framing, supports and attachments for items as indicated on Architectural, Mechanical, Electrical orother drawings included in the Construction Documents.7.Where these General Notes and typical details are in conflict with the Specifications, these Notes and Details shall govern. MANUFACTURED WOOD PRODUCTS1.Manufactured wood I-joists shall be installed in accordance with the manufacturer's recommended details for blocking, bracing, bearing and connections. See plan for size, depth and product designations. Any alternate products shall be submitted to the engineer for written approval prior to construction. 2.Laminated Veneer Lumber (LVL) beam & column plies shall be 1 3/4" in width with number of plies and depths as noted on plan. LVL shall have the following minimum working stresses: Fc pll=2,510 psi, Fb=2,600 psi, Fv=285 psi, E=2,000,000 psi. 3.Laminated Strand Lumber (LSL), beams (1 3/4" min) and rimboard (1 1/4" min) shall be as noted on plan, with the following minimum working stresses: Fc pll=1,400 psi, Fb=1,700 psi, Fv=400 psi, E=1,300,000 psi.4.Versa-Stud (1 1/2" min) shall be noted on plan, with the following minimum working stresses: Fc pll=3,000 psi, Fb=2,400 psi,E=1,700,000 psi.5.Parallel Strand Lumber (PSL) beams shall be as noted on plan with the following minimum working stresses: Fb=2,900 psi, Fv=290 psi, E=2,000,000 psi. 6.Parallel Strand Lumber (PSL) columns shall be as noted on plan with the following minimum working stresses: Fc pll=2,500 psi, Fb=2,400 psi, Fv=190 psi, E=1,800,000 psi. 7.Glulam (GL) beams shall be as noted on plan with the following minimum working stresses: 24F-V4, Fb(tension zone)=2,400 psi, Fv=265 psi, E=1,800,000 psi. All mult-span beams, including cantilever conditions, shall be 24F-V8 unless noted otherwise in the drawings.8.Manufactured wood products as noted above shall be installed per manufacturer's specifications.9.Manufactured wood products in contact with concrete or masonry foundation or exposed to exterior conditions shall be treated permanufacturer's specifications.10.Wood manufactured products other than those noted, which have ICC-ES approval, may be used with approval by the engineer of record. Substitutions made by the Owner or Contractor shall include all connection hardware as required for sizes used, and shall have equivalent load ratings as those called for on the Drawings. STRUCTURAL ERECTION AND BRACING REQUIREMENTS 1.The Structural Drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. 2.The Contractor, in the proper sequence, shall provide shoring and bracing as required during construction to achieve the final completed structure. Design, sequencing, location, placement, etc. of bracing and shoring is the responsibility of the Contractor. 3.The Contractor shall be responsible for the safety of the building and workers during construction. The Contractor shall complywith all applicable safety regulations. BACKFILLING 1.Contractor shall not backfill against basement and/or retaining walls until all supporting elements (ex: concrete slabs and/or floor framing) are in place and securely anchored, or until adequate temporary shoring is installed. 2.Contractor shall verify type of backfill material with Geotechnical Engineer prior to backfilling. WOOD AND TIMBER FRAMING1.All wood and heavy timber construction shall conform to the American Institute of Timber Construction (AITC) and National Design Specification (NDS) Standards, latest edition. 2.Structural framing lumber shall be at a minimum, as noted below, unless noted otherwise, and shall have a maximum moisture content of 19% at time of delivery. TYPE SPECIES GRADE Fb (MIN) Existing 2x structural Joists, Rafters & Headers Hem Fir No. 2 850 psi 2x Structural Joists, Rafters & Headers Douglas Fir-Larch No. 2 900 psi 2x Studs, Posts & Plates Douglas Fir-Larch No. 2 900 psi Versa-Stud 1.7E 2,400 psi Plates Douglas Fir-Larch No. 2 900 psi LSL 1.3E 1,700 psi Stringers, Beams & Posts (4x)Douglas Fir-Larch No. 1 1,000 psi Stringers, beams (6x & greater)Douglas Fir-Larch No. 1 1,350 psi Posts (6x & greater)Douglas Fir-Larch No. 1 1,200 psi SPECIAL INSPECTION 1.The owner shall employ a special inspector per IBC Chapter 17. The special inspector shall submit a copy of all his reports to the Owner, Architect, Structural Engineer and the Building Department. When the work is completed, the special inspector shall submit a final signed report stating whether the work was, to the best of his knowledge, in conformance with the approved set of plans and specifications and the applicable workmanship provisions of the building code. The S.E.O.R. will make visits to the siteto observe general compliance with the approved structural plans, specifications and change orders. The contractor shallcoordinate with the special inspector in order to ensure that the special inspection as indicated below can be performed withminimal impact to the project schedule. 2.Special inspection is required for the following types of work. Refer to Chapter 17 of the 2015 IBC for additional testing and specific requirements. 2.1.All cast-in-place concrete work & reinforcing placement, except nonstructural concrete (periodic). 2.2.All masonry construction (periodic per IBC 1705.4). 2.3.All bolts and embeds in concrete (continuous if wet stabbed, periodic if tied).2.4.All shop and field welding (periodic).2.5.All high-strength bolted connections (periodic). SHOP AND ERECTION DRAWINGS 1.The Contractor shall furnish a PDF set of shop and erection drawings for review to the Architect and Structural Engineer of Record prior to fabrication for the following items:1.1.Wood roof trusses1.2.Structural Insulated Panels (SIP's)1.3.Structural steel 1.4.Concrete and masonry reinforcing steel 1.5.Concrete mix designs 1.6.Glazing and intermediate structure per manufacturer for large areas of wall 2.The manufacture, fabrication or erection of above noted items prior to written review by the Architect and Structural Engineer of Record is at the sole risk of the Contractor. TYPICAL FRAMING CONNECTION SCHEDULE (MINIMUM U.N.O.)1, 2 NAILING TYPE Joists or Rafters to T.O. Double Top Plate, Sill Plate or Beam (3) 10d Toenail Rim Joist or Structural Fascia to Joists, Rafters (2) 16d, (1) T&B End Nail Sole Plate to Sill Plate (3) 10d @ 16"o.c.Face Nail Sole Plate to Joist, Rim Joist, Beam or Blkg - Typ (2) 16d @ 16"o.c.Face Nail Sole Plate to Joist, Rim Joist, Beam or Blkg at BWP (3) 16d @ 16"o.c.Face Nail Double Studs, Built-up Corner Studs, Trim Studs to King Studs1 Per Typ Detail Rim Joist to Top Plate 8d @ 6"o.c.Toenail Blkg Btwn Rafters & Joists to Top Plate, Sill Plate or Beam 8d @ 6"o.c. (3) min per block Toenail 2x Decking to Joists (2) 10d each joist Face Nail 1. Refer to Typical Multiple Ply Beams & Columns Detail for additional information. 2. Refer to Typical Framed Wall Detail for additional information. REINFORCED CONCRETE 1.All concrete design is based on the "Building Code Requirements for Reinforced Concrete", ACI 318, latest edition, associated Commentary (ACI 318R), and IRC/IBC Requirements. 2.All structural concrete shall be in accordance with ASTM C39 and properties noted. Minimum compressive strengths noted arerequired at 28 days. Typical unless noted otherwise.2.1.All concrete exposed to freeze-thaw cycles or deicing chemicals shall be air entrained 5-7%.2.2.For structural concrete in buildings of occupancy categories R-2 & R-3: Minimum compressive strength = 3,000 psi.Garage slab or exterior: Minimum compressive strength = 3,500 psi. 2.3.Structural concrete for all other structures: Minimum compressive strength = 3,500 psi & maximum w/cm ratio of 0.50. Exposed to freeze-thaw cycles: Minimum compressive strength = 4500 psi & maximum w/cm ratio of 0.45. Exposed to deicing chemicals: Minimum compressive strength = 5000 psi & maximum w/cm ratio of 0.40. 2.4.Stained or polished floor slabs: Minimum compressive strength = 4000 psi with low pozzolanic material ratios. 3.All concrete shall be consolidated using mechanical vibrators. 4.All concrete work shall conform to the requirements of the IBC and ACI Standard 318, latest edition, of the American ConcreteInstitute (ACI), unless shown or noted otherwise on these drawings.5.Aggregate shall conform to ASTM C33.6.Cement shall be ASTM C150, Type I or Type II modified. 7.Concrete shall be placed in accordance with ASTM C94 and ACI Standard 304. 8.All embedded items shall be placed accurately and secured prior to beginning concrete placement. 9.Construction joints shall be located so as not to impair the strength of the structure. Construction joints shall comply with ACI 318, unless noted otherwise. 10.Concrete mix designs shall be submitted to the Architect & S.E.O.R. for approval prior to placement of any concrete. 11.Reinforcement and embedded items shall be free of excessive scale, rust, dirt, grease, & all or any other substance that will impairbond with concrete. REINFORCING STEEL1.All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice.2.Except where otherwise noted on the Drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be Grade 60. Ties and field-bent bars as noted on plan shall be Grade 40. All reinforcing bars to be welded shall conform to ASTM A706. 3.Welded wire fabric reinforcement shall conform to ASTM A185 and shall be sheet-type; roll-type is not acceptable. 4.Coverage for reinforcing bars shall be in accordance with the requirements of the IBC, the ACI Standard 318 and in the Table below, unless shown otherwise on the Drawings. 5.Lap splices for reinforcing bars shall be 57 bar diameters (24" minimum) for concrete reinforcement and 72 bar diameters (36" minimum) for masonry reinforcement unless shown otherwise on the Drawings. Wire bars together at laps or splices. Staggerlaps in adjacent horizontal bars a minimum of the required splice length. Hooks shall be ACI standard hooks unless shownotherwise. Welded wire fabric shall be spliced by lapping a minimum of 12 inches, or (2) cross wires, whichever is greater. STRUCTURAL STEEL1.All detailing, fabrication, and erection of structural and miscellaneous steel shall be in accordance with the requirements of the American Institute of Steel Construction (AISC) Code of Standard Practice, latest edition, and the American Welding Society (AWS) Specifications. 2.All structural steel rolled shapes, except angles and plates, shall conform to ASTM A992, 50 ksi. 3.Angles, channels & plates shall conform to ASTM A36, 36 ksi, unless otherwise noted on the Drawings. 4.Pipes shall conform to ASTM A53, Grade B, 35 ksi. 5.Tube shapes (HSS) shall conform to ASTM A500, Grade B, rectangular shapes = 46 ksi & round shapes = 42 ksi.6.All bolts for steel-to-steel connections shall conform to ASTM A325, unless otherwise noted on the Drawings.7.All anchor bolts shall conform to ASTM F1554 Gr. 36, unless otherwise noted on the Drawings.8.All shear studs shall conform to ASTM A108 & shall be welded to steel beams for full shear capacity. 9.All welding shall be in accordance with the requirements of the IBC and the Structural Welding Code, AWS D1, latest edition, by the American Welding Society. Shop welding shall be performed in shops approved by the Building Official, per IBC. Welding shall be done using E70XX electrodes, unless noted otherwise on the Drawings. 10.Expansion bolts and epoxy anchors called for on the Drawings shall be Hilti or approved equivalent, with embedment as shown on the Drawings. Expansion bolts shall be Hilti Kwik Bolt 3. 11.Powder actuated fasteners shall be Hilti DNI or approved equivalent, with full penetration into steel members, unless otherwisenoted on the Drawings.12.Steel, including bolts & anchors, in contact with earth, or as otherwise noted on the Drawings, shall be hot dip galvanized or primepainted. Do not paint within 3" of field welds until welds are completed. MINIMUM CONCRETE COVER FOR REINFORCEMENT1 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER No. 6 thru No. 18 bars 2" No. 5 bar, W31 or D31 wire, and smaller 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND Slabs, Walls, Joists:No. 14 and No. 18 bars 1 1/2 " No. 11 bar and smaller 3/4" Beams, Columns:Primary reinforcement, ties, stirrups, spirals 1 1/2" 1.Minimum concrete cover specified or for cast-in-place, nonprestressed concrete DESIGN LOADS1.ROOF LOADSDead Load .......................................25 psfFlat Roof Load (Snow)*....................70 psf (Ce = 1.0, Ct = 1.0, Is = 1.0)(per 2016 SEAC Snow Load Data Report w/ Site Elevation = 7,800', K = 15 Equivalent Ground Snow Load = 71 psf)2.FLOOR LOADS Dead Load .......................................30 psf Live Load .........................................40 psf 3.LATERAL LOADS Seismic Design Category.................B Basic Wind Speed ...........................115 mphExposure Category .........................C4. IMPORTANCE FACTOR ...........................1.0* No duration of load increase was used in design FOUNDATIONS 1.Concrete foundations are designed based on the following assumed soil values (full dead load plus full live load, placed on natural soils and/or engineered structural fill per soils engineer). Soil Density = 120 pcf (Assumed)Allowable Bearing Pressure = 2,000 psf Lateral At-Rest Earth Pressure = 50 pcf Lateral Active Earth Pressure = 40 pcf Lateral Passive Earth Pressure = 400 pcf (Ultimate) Coefficient of Friction for Footing = 0.50 (Ultimate) Frost Depth = 36" min 2.Soils conditions and types, at the proposed foundation bearing elevations, shall be verified as adequate for the noted soil values,by a representative of a qualified Geotechnical Engineer (employed by Owner) during excavation. 3.Proper surface and below grade perimeter drainage shall be installed per Civil & Geotechnical Engineers to relieve foundations from hydrostatic pressures.4.It is the responsibility of the Contractor to review the Geotechnical Engineer's recommendations and notify the Architect and/or S.E.O.R. if any changes to the design are required prior to start of construction. MASONRY 1.Concrete masonry units (CMU's) shall conform to ASTM C90, Grade N, and shall have a minimum 28 day compressive strength of 1900 psi. 2.Compressive strength of masonry construction (F'm) shall be 1500 psi minimum based on net compressive area. 3.Mortar for CMU's shall be Type M or Type S, ASTM C270. Admixtures shall not be used unless approved by the Architect. The use of masonry cement is not permitted. Minimum compressive cube strength shall be 1900 psi. 4.Grout used in masonry construction shall be coarse grout, and shall conform to ASTM C476. Grout shall develop a minimumcompressive strength of 3000 psi at 28 days.5.Reinforce all masonry walls with continuous horizontal 9 gauge ladder or truss type reinforcement meeting ASTM A82. Maximumvertical spacing of joint reinforcing shall be 16 inches. 6.All walls shall be reinforced vertically at wall ends, corners, each side of door or window openings, and as otherwise noted on plans. Provide continuous horizontal bond beams at top of walls and as otherwise noted. 7.All block shall be laid up in running bond. 8.Grout shall be consolidated by mechanical vibration during placement. Grout pours less than 12" may be puddled for consolidation. 9.All bolts, anchors and embedded items shall be grouted in place, unless otherwise noted on the Drawings. Anchor bolts shallhave at least 1 inch of grout between the bolt and the masonry shell, and shall be headed or hooked. GROUT, ADHESIVE & EPOXY 1.All grout beneath column base plates, or steel beams at bearing shall be non-metallic, non-shrink high strength grout by BASF "Masterflow", or approved equal installed to manufacturer's specifications.2.All structural construction adhesive specified shall be Loctite PL Premium Fast Grab or approved equal & shall be installed to manufacturer's specifications. 3.Epoxy shall be Hilti HIT-HY 200 or approved equivalent, unless otherwise noted on the Drawings. PRE-ENGINEERED WOOD ROOF & FLOOR TRUSSES 1.Trusses shall be designed by a Professional Engineer registered in the state of Colorado. 2.Truss design loads shall be in conformance with design loads as noted above. 3.Truss supplier shall incorporate all roof and ceiling profiles in the truss design. 4.All truss-to-truss connections shall be provided by the truss supplier.5.Roof trusses shall be attached to wall top plates with Simpson H2.5 hurricane ties, minimum, each end, unless noted otherwiseon the Drawings or supplier Shop Drawings..6.Girder trusses shall be attached to bearing wall top plates with a minimum of (2) H2.5a hurricane ties, unless noted otherwise onthe Drawings or supplier Shop Drawings. 7.Truss shop drawings must be provided to the engineer of record for review prior to fabrication. 3.Provide solid blocking at supports between joists and rafters. Within floor joist spaces beneath solid or built-up posts, provide solid blocking with area same as post above. 4.All plywood shown on these drawings shall be minimum C-D grade with exterior glue in accordance with DOC PS 1 and comply with IBC. 5.Sill plates shall be of naturally durable wood, or Zinc Borate treated LSL or Douglas Fir-Larch per IBC with Fc perp = 625 psi,minimum and shall be protected for dry use.6.All wood framing shall be preservative pressure treated when in contact with concrete or masonry foundation or exposed to exterior conditions. All fasteners used to connect pressure-treated wood shall be hot-dipped galvanized (HDG) or stainless steel. 7.Except as noted otherwise, provide minimum nailing as specified in IBC. Structural nailing shall be with common nails, unless otherwise noted on the Drawings. Nails exposed to weather shall be galvanized. Nails used to connect preservative treated wood shall be hot dipped galvanized (HDG) or stainless steel. 8.Metal timber connectors shall be Simpson Strong-Tie or equivalent. Hardware specified is for specific member size & manufacturer as show on the structural drawings. Hanger slope, skew & top flange shall be designated by the contractor asrequired. Simpson connectors for preservative treated wood or connectors in contact with concrete shall be ZMAX or HDG, or asotherwise recommended by specific connector supplier. Install all connectors in accordance with manufacturer's instructions formaximum rated loads.9.Bolts used as timber-to-steel or timber-to-timber connectors shall be ASTM A307 unless noted otherwise on the Drawings. Bolts shall be installed in accordance with the requirements of the latest edition of the National Design Specification for Wood Construction (NDS) by the American Wood Council. Bolts used to connect pressure-treated wood shall be HDG or stainless steel. 10.Lag screws shall be ASTM A307. Holes for lag screws shall be bored the same depth and diameter as the bolt shank. The remaining depth of penetration shall be bored per NDS requirements. Lag screws used to connect pressure-treated wood shall be HDG or stainless steel.11.Provide malleable iron washers or equivalent cut plate washers under all nuts, bolts or lag screw heads which bear on wood.12.Wood screws shall be steel per NDS requirements. Pre-drill holes to prevent splitting as recommended in the NDS.13.Wood members shall be cut or notched only as shown on the Structural Drawings.14.Provide cross bridging, solid bridging or other lateral support for all framing members in accordance with the requirements of IBC. 15.Except where more stringent construction is shown on the Drawings, wood construction shall comply with the requirements of the IBC, latest edition, as a minimum. AB ANCHOR BOLT ABV ABOVEACIAMERICAN CONCRETE INSTITUTEADDLADDITIONALADJADJUSTABLEAFFABOVE FINISHED FLOORALTALTERNATEAPAAMERICAN PLYWOOD ASSOCARCHARCHITECT OR ARCHITECTURALB.O.BOTTOM OFBLDGBUILDINGBLKGBLOCKINGBLWBELOWBMBEAMBOTBOTTOMBOWBOTTOM OF WALLBRGBEARINGBTWNBETWEENBWPBRACED WALL PANELCANTDCANTILEVEREDCCWCOUNTER-CLOCKWISECIPCAST-IN-PLACECJCONTROL JOINTCJPCOMPLETE JOINT PENETRATIONCLCENTERLINECLRCLEARCMUCONCRETE MASONRY UNITCNTRDCENTEREDCOLCOLUMNCONCCONCRETECONNCONNECTIONCONSTCONSTRUCTIONCONTCONTINUOUSCONTRCONTRACTORCWCLOCKWISEDBADEFORMED BAR ANCHORDEFLDEFLECTIONDIAGDIAGONALDLDEAD LOADE.F.EACH FACEE.N.EDGE NAILINGE.W.EACH WAYELELEVATIONELEVELEVATOREMBEDEMBEDMENTEQEQUALEQUIVEQUIVALENTEXISTG/(E)EXISTINGEXPEXPANSIONEXTEXTERIORF.D.FLOOR DRAINFDNFOUNDATIONFLGFLANGEFSFULL SAWNFTGFOOTINGG.C.GENERAL CONTRACTORGAGAUGE/GAGEGALVGALVANIZED, HOT DIPGBGRADE BEAMGLGLUE-LAMINATED MEMBERH.A.S.HEADED ANCHOR STUDHDRHEADERHGRHANGERHORIZHORIZONTALHSSHOLLOW STRUCTURAL STEELHTHEIGHTI.F.INSIDE FACEIBCINTN'L BUILDING CODEINTINTERIORIRCINTN'L RESIDENTIAL CODEISOISOLATIONJSTJOIST JT JOINT K KINGKSIKIPS PER SQUARE INCHLLLIVE LOADLLHLONG LEG HORIZONTALLLVLONG LEG VERTICALLOCLOCATIONLTLIGHTLVLLAMINATED VENEER LUMBERMATLMATERIALMAXMAXIMUMMECHMECHANICALMFMOMENT FRAMEMFRMANUFACTURERMINMINIMUMMISCMISCELLANEOUSMTLMETALN.S.NOT SHOWNNTSNOT TO SCALEo.c.ON-CENTERO.F.OUTSIDE FACEOPNGOPENINGOPPOPPOSITEOSBORIENTED STRAND BOARDP.E.PRE-ENGINEEREDP.T.PRESSURE TREATEDPAFPOWER-ACTUATED FASTENERPCPRE CASTPENPENETRATIONPERPPERPENDICULARPLPLATEPLCSPLACESPLFPOUNDS PER LINEAR FOOTPLLPARALLELPLYPLYWOODPSFPOUNDS PER SQUARE FOOTPSLPARALLEL STRAND LUMBERRRADIUSR.D.ROOF DRAINRE:REFER TOREINFREINFORCING/MENTREQDREQUIREDRSROUGH SAWNRTUROOF TOP UNITS.O.G.SLAB ON GRADESCHEDSCHEDULESEORSTRUCTURAL ENGR OF RECORDSHTSHEETSHTGSHEATHINGSIMSIMILARSPSPACE OR SPACINGSPECSSPECIFICATIONSSSSTAINLESS STEELSTDSTANDARDSTGDSTAGGEREDSTLSTEELSTRUCTSTRUCTURALSYMSYMMETRICALTTRIMMERT&B TOP AND BOTTOMT&G TONGUE AND GOOVET.O.TOP OFTOFTOP OF FOOTINGTOLTOP OF LEDGETOSTOP OF SLABTOWTOP OF WALLTYPTYPICALUNOUNLESS NOTED OTHERWISEVERTVERTICALVIFVERIFY IN FIELDw/WITHWPWORK POINTWWFWELDED WIRE FABRIC SHEAR WALL (SW) PANELS 1.All bearing walls, including unlabeled, hatched Shear Walls, shall be continuously sheathed as Typical Exterior or Interior Shear Wall, accordingly. 2.Typical Exterior Shear Wall shall be 7/16" APA rated OSB or plywood attached to studs w/ 8d common or galvanized box nails (1 3/8" stud penetration) @ 6"o.c. at panel edges & 12"o.c. at intermediate supports. Block all panel edges. 3.Typical Interior Shear Wall shall be 5/8" gypsum board, both sides of wall, attached to studs w/ 6d cooler nails, 0.120”Ø x 1 3/4", min, 3/8" head (or No. 6 1 1/4" Type S or W screws), spaced at 4"o.c. at all supports, studs & plates. Studs shall be spaced @ 24"o.c. max @ panels. 4.All hatched Shear Walls are critical to the current lateral force resisting system design. They shall not be modified. 5.Special Shear Walls, holdown straps & anchors, as required, are denoted per plan and shall be constructed per schedules shownon these drawings. 6.Nails for gyp board attachment shall be Dritite or 'cooler' type nails. 7.Nails for plywood shall be common nails. Use of pneumatically driven nails is subject to approval by the building department and structural engineer. Do not overdrive nails. 8.Plywood sheathing shall be standard (C-D) grade with exterior glue. 9.Gypsum board and plywood to conform to IBC tables 2306.4.5 and 2306.4.1. 10.Install 2x continuous blocking at horizontal panel joints/edges as needed for edge nailing. 11.Provide edge nailing to stud or post where holdowns occur. STRUCTURAL GENERAL NOTES ABBREVIATIONS EXISTING FLOOR JOIST OR ROOF RAFTER EXISTING FLUSH BEAM EXISTING DROPPED BEAM EXISTING HEADER BEAM OR LINTEL STRUCTURAL SYMBOLS LEGEND EXISTING MASONRY WALL & CONCRETE FOOTING CONCRETE WALL & FOOTING EXISTING CONCRETE WALL & FOOTING EXISTING LEDGER EXISTING WALL BELOW FRAMING TO BE REMOVED EXISTING BEARING STUD WALL BELOW FRAMING EXISTING ROOF RAFTER OR FLOOR JOIST SPAN, ARROWS DESIGNATEBEARING LOCATIONS ROOF OVERFRAMING PER TYPICAL DETAIL X STEEL OR WOOD COLUMN WHICH SUPPORTS FRAMING OR LOADS FROM ABOVESEE WALL FRAMING NOTES FOR MIN SIZE, NUMBER, & TYPE FLOOR JOIST OR ROOF RAFTER JOIST HANGER OR BEAM TO BEAM CONNECTIONRE: HANGER SCHEDULE FOR CONNECTION, U.N.O. FLUSH BEAM VERTICAL STEP IN FLOOR WOOD STUD STRUCTURAL WALL ABOVE NON-BEARING STUD WALL BELOW FRAMING REVISION CLOUD INDICATING REVISED ITEMS REVISION NUMBER CORRESPONDS WITH REVISIONS IN TITLE BLOCK STEEL OR WOOD COLUMN FROM ABOVE OR BTWN BEAMS WHICH ARE SUPPORTEDON FRAMING, MIN WIDTH TO MATCH SUPPORTED FRAMING, U.N.O. ROOF RAFTER OR FLOOR JOIST SPAN, ARROWS DESIGNATEBEARING LOCATIONS DROPPED BEAM HEADER BEAM OR LINTEL WALL STEP, POINTS IN DIRECTION OF DOWN MASONRY WALL & CONCRETE FOOTING LEDGER BEARING STUD WALL BELOW FRAMING MOMENT CONNECTION SHEAR WALL (SW) PANEL & BEARING WALL BELOW FRAMING HOLDOWN FRAMING OR FOUNDATION ANCHOR PER PLAN & SCHEDULE EXISTING STEEL OR WOOD COLUMN TO BE REMOVED EXISTING FRAMING TO BE REMOVED EXISTING VERTICAL STEP IN FLOOR EXISTING WALL STEP, POINTS IN DIRECTION OF DOWN HOLDOWNS INSTALLED AT BASE OF WALL PANEL ABOVE SHEAR WALL (SW) PANEL & NON-BEARING WALL BELOW FRAMING S1 H1 EXISTING SHEAR WALL (SW) PANEL & BEARING WALL BELOW FRAMING STONE VENEER SLOPE ROOF SLOPE ARROW, POINTS TO DOWN EDGE OF FLOOR DECKING OR SHEATHING EXISTING STEEL OR WOOD COLUMN WHICH SUPPORTS FRAMING OR LOADS FROM ABOVE EXISTING STEEL OR WOOD COLUMN FROM ABOVE OR BTWN BEAMS WHICH ARESUPPORTED ON FRAMING 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com SHEET NO. ISSUED FOR: DATE PROJECT NUMBER SHEET TITLE COPYRIGHT ALAN FORD ARCHITECTS, P.C.ASPEN BURLINGAMEECEREVISIONS PROFESSIONAL STAMP DRAWN BY:SL CHECKED BY: QA/QC APPROVAL:EH OR STRUCTURAL DESIGNwww.evolvestruct.com1040 Main Street Carbondale, CO 81623 (970) 510-0773 ©ASPEN, COLORADOSCHEMATIC DESIGN 2022-3 11/25/2022 S1.001 GENERAL NOTES 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 90 Aspen Burlingame - Early Childhood Education CenterSTRUCTURAL DRAWINGS 1'-0" MIN CONT BARS PER PLANS/DETAILS CONC FTG & REINF PER PLAN (2) #5 MAX SLOPE BASED ON SITE COND 1 2'-0" MAX2'-0" MINTYP2'-6" MIN 2'-0" MIN TYP 4'-0" MAXTYP U.N.O.CONC WALL& REINF PER PLAN SCALE: 3/4" = 1'-0"1 TYP CRAWLSPACE FTG STEP #5 x 4'-0" DIAG, E.F. AT TOP OF WALL AND BOT OF WALL STEPS BEAR ON NATIVE SOILS OR COMPACTED FILL PER GEOTECH FTG THICKNESS MIN SCALE: 3/4" = 1'-0"2 TYP CONC WALL PEN (SMALL) ALT CONC WALL PENETRATIONLOCATION CONC WALL &REINF PER PLAN 2" CLRØ1'-0" MAX4'- 0 " Ø1 ' - 0 " M A X #5 SUPPLEMENTALREINF PREFERRED CONC WALL PENETRATION LOCATION TERMINATE WALL REBAR AS REQ'D SCALE: NTS3TYP REINF GEOMETRY12 DR R R = 4D FOR #3 THRU #8 BARS R = 5D FOR #9 THRU #11 BARS 90° HOOK 180° HOOK R R 4D OFFSET 57 BAR Ø FOR CONC 64 BAR Ø FOR MASONRY TIED BARS MIN 1.5D OR 1" MAX 1/5 LAP LENGTH OR 6" LAP SPLICE 212" MIN SCALE: NTS4TYP SINGLE MAT REINF 57 BAR Ø (24" MIN)57 BAR Ø(24" MIN)CORNER INTERSECTION & END OF WALL ALTERNATE CORNER 57 BAR Ø (24" MIN)57 BAR Ø(24" MIN)57 BAR Ø (24" MIN) CORNER BAR ATEA HORIZ BAR (1) #5 VERT AT END OF WALL OR CORNER LAP HORIZ BARS EA SIDE OF CORNER 1'-0" MIN 1 1/2" CLR #5 EA FACE, EA SIDE OF OPNG U.N.O. EDGE OF CONC #5 x 4'-0" DIAGONAL EA FACE, CNTR'D AT OPENING CORNERS CONC WALL &REINF PER PLAN, REINF OMITTED FOR CLARITY SCALE: 3/4" = 1'-0" RE: X/XXXX 22.021C DETAILS (ECE) 5 TYP CONC WALL OPNG OPEN PER PLAN1'-0" MIN(2) #5 CONT HORIZ TOP PER PLAN (3'-3" MAX) WHEN OPNG OCCURS NEAR T.O. WALL,PROVIDE HOOK AT TOP OF VERT BARS 2'-0" MIN (TYPICAL) 3" #5 FULL HT EA FACE, EA SIDE OF OPNG U.N.O. SCALE: 3/4" = 1'-0" RE: x/x.xxxx 22.021C DETAILS (ECE) 6 TYP OPENING AT S.I.P.4'-0" PANEL WIDTH3'-9" MAX WIDTHOF OPENINGMAX LENGTHPER MANUFACTURER S.I.P. PANEL DBL 2x w/ SIMPSONF24-2 EA END S.I.P. PANEL SPLINESPER MANUFACTURER DBL 2x10 HEADERS w/ SIMPSON HUS210 EA END DBL 2x SPLINES ON BOTH SIDES OF OPENING S.I.P. PANEL SPLINES PER MANUFACTURER SHORT PANELS TO MATCH FIELD OF ROOF PROVIDE SLOTTED S.I.P CONNECTION AT LUMBER HEADER 6'-0 " MAX LENGTH8'-0" MAX WIDTH OF OPENINGSCALE: 3/4" = 1'-0" RE: x/x.xxxx 22.021C DETAILS (ECE) 7 TYP REINFORCED OPENING AT S.I.P. NOTES: ALL STRUCTURAL SPLINES TO RUN CONTINUOUS BETWEEN SUPPORTS RIB BOARD NOT SHOWN FOR CLARITY. NOTES: ALL STRUCTURAL SPLINES TO RUN CONTINUOUS BETWEEN SUPPORTS RIB BOARD NOT SHOWN FOR CLARITY. S.I.P. PANEL 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com SHEET NO. ISSUED FOR: DATE PROJECT NUMBER SHEET TITLE COPYRIGHT ALAN FORD ARCHITECTS, P.C.ASPEN BURLINGAMEECEREVISIONS PROFESSIONAL STAMP DRAWN BY:SL CHECKED BY: QA/QC APPROVAL:EH OR STRUCTURAL DESIGNwww.evolvestruct.com1040 Main Street Carbondale, CO 81623 (970) 510-0773 ©ASPEN, COLORADOSCHEMATIC DESIGN 2022-3 11/25/2022 S1.002 TYPICAL DETAILS 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 91 Aspen Burlingame - Early Childhood Education Center STRUCTURAL DRAWINGS 1.0 1.1 2.0 2.1 3.0 3.1 4.0 4.1 5.1E A B C D TYPICAL FULL-HT. WALL: 12" THICK CONCRETE FOUNDATIONWALLS ON 12" x 36" WIDE THICK CONCRETE CONTINUOUS FOOTINGS. REINF. WALLS W/ (2) #5 HORIZ. TOP &BOTTOM; #5 VERT @ 12"o.c. (O.S. FACE); #4 @ 18"o.c. (I.S. FACE); #4 HORIZ. @ 18"o.c. EA FACE2'-0"12"1'-0"TYPICAL BASEMENT WALL: 8" THICK CONCRETE FOUNDATION WALLS ON 12" x 24" WIDE THICKCONCRETE CONTINUOUS FOOTINGS REINF. WALLS W/ (2) #4 HORIZ. TOP & BOTTOM; #5 VERT @ 18"o.c. CTRD;#4 HORIZ. @ 12"o.c. CTRD F5.0 F5.0 F5.0 F5.0 F5.0 TYPICAL CRAWL SPACE WALL: 8" THICK CONCRETE FOUNDATION WALLS ON 12" x 24" WIDE THICK CONCRETE CONTINUOUS FOOTINGS REINF. WALLS W/ (2) #4 HORIZ. TOP &BOTTOM; #4 VERT @ 18"o.c.; #4 HORIZ. @ 12"o.c. TYPICAL CRAWL SPACE WALL: 8" THICK CONCRETE FOUNDATION WALLS ON 12" x 24" WIDE THICK CONCRETE CONTINUOUS FOOTINGS REINF. WALLS W/ (2) #4 HORIZ. TOP & BOTTOM; #4 VERT @ 18"o.c.; #4 HORIZ. @ 12"o.c. TYPICAL FULL-HT. WALL: 12" THICK CONCRETE FOUNDATION WALLS ON 12" x 36" WIDE THICK CONCRETE CONTINUOUS FOOTINGS. REINF. WALLS W/ (2) #5 HORIZ. TOP & BOTTOM; #5 VERT @ 12"o.c. (O.S. FACE); #4 @ 18"o.c. (I.S. FACE); #4 HORIZ. @ 18"o.c. EA FACE TYPICAL BASEMENT WALL: 8" THICK CONCRETE FOUNDATION WALLS ON 12" x 24" WIDE THICK CONCRETE CONTINUOUS FOOTINGS REINF. WALLS W/ (2) #4 HORIZ. TOP & BOTTOM; #5 VERT @ 18"o.c. CTRD; #4 HORIZ. @ 12"o.c. CTRD F5.0 F5.0 ELEVATOR: 8" CONC. OR CMU WALLS ON 12" THICK CONCRETETHICKENED SLAB REINF. W/ #5 @ 12"o.c. EA WAY, BOTTOM MECHANICAL BASEMENT (5" CONCRETE SLAB ON GRADE) T.O. SLAB EL. T.B.D.4"Ø STD PIPECO L . ( 4 F4x8 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com SHEET NO. ISSUED FOR: DATE PROJECT NUMBER SHEET TITLE COPYRIGHT ALAN FORD ARCHITECTS, P.C.ASPEN BURLINGAMEECEREVISIONS PROFESSIONAL STAMP DRAWN BY:SL CHECKED BY: QA/QC APPROVAL:EH OR STRUCTURAL DESIGNwww.evolvestruct.com1040 Main Street Carbondale, CO 81623 (970) 510-0773 ©ASPEN, COLORADOSCHEMATIC DESIGN 2022-3 11/25/2022 FOUNDATION PLANA N SCALE: 316" = 1'-0" S1.201 FOUNDATION 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 92 Aspen Burlingame - Early Childhood Education CenterSTRUCTURAL DRAWINGS 1.0 1.1 2.0 2.1 3.0 3.1 4.0 4.1 5.1E A B C D TYPICAL FLOOR FRAMING: 95 8" THICK CLT WOOD PANELS AS SHOWN.PANELS TO BE MIN. V2M5 -SPF GRADE, 7-MAXXPATTERN. TYPICAL EXTERIOR WALL FRAMING: STRUCTURAL INSULATED PANELS (SIP). PANEL SUPPLIER TO DESIGN PANELS FOR: - 89 MPH WIND (ASD), EXP. C - INSULATION R-VALUE PER ARCHITECT. OPTIONAL EXTERIOR WALL FRAMING: 2x10 #2 D.F. @ 24"o.c. MAX. SEE ARCH'L DWGS FOR IN-WALL INSULATION AND/OR EXTERIOR INSUL. PANELS. DROPPED STEEL BEAM (T.B.D.)958" CLT FLOOR PANELS958" CLT FLOOR PANELS958" CLT FLOOR PANELS958" CLT FLOOR PANELS958" CLT FLOOR PANELSDRO P P E D S T E E L B E A M ( T . B . D . ) DRO P P E D S T E E L B E A M ( T . B . D . ) DRO P P E D S T E E L B E A M ( T . B . D . ) DRO P P E D S T E E L B E A M ( T . B . D . )DROPPED STEEL BEAM (T.B.D.)DROPPED STEEL BEAM (T.B.D.) DROPPED STEEL BEAM (T.B.D.) DROPPED STEEL BEAM (T.B.D.)DROPPED STEEL BEAM (T.B.D.) DROPPED STEEL BEAM (T.B.D.) DRO P P E D S T E E L B E A M ( T . B . D . ) DRO P P E D S T E E L B E A M ( T . B . D . ) W18x40 DRO P P E D S T E E L B E A M ( T . B . D . ) W18 x 4 64"Ø STD PIPECOL. (412" O.D.)8" CONC FOUNDATION/BEARINGWALL BELOW8" CONC FOUNDATION/BEARINGWALL BELOWDROPPED STEEL BEAM (T.B.D.)4"Ø STD PIPECO L . ( 4 12" O . D . ) ELEVATOR: 8" CONC. BELOW; 8" CMU WALLS ABV MAIN FLOORLEVELDOWNDOWNDOWNDOWN DOWNDOWNDOWNDOWNDOWN958" CLT FLOOR PANELSHIGH 12" THICK CONC. FOUNDATION WALL HIG H 1 2 " T H I C K C O N C . F O U N D A T I O N W A L L HIG H 1 2 " T H I C K C O N C . F O U N D A T I O N W A L LHIGH 12" THICK CONC. FOUNDATION WALL8" THICK CONC. FOUNDATION WALL BELOW8" THICK CONC. FOUNDATION WALL BELOW 8" T H I C K C O N C . F O U N D A T I O N W A L L B E L O W 8" THICK CONC. FOUNDATION WALL BELOW8" CONC FOUNDATION/BEARINGWALL BELOW8" CONC FOUNDATION/BEARINGWALL BELOW3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com SHEET NO. ISSUED FOR: DATE PROJECT NUMBER SHEET TITLE COPYRIGHT ALAN FORD ARCHITECTS, P.C.ASPEN BURLINGAMEECEREVISIONS PROFESSIONAL STAMP DRAWN BY:SL CHECKED BY: QA/QC APPROVAL:EH OR STRUCTURAL DESIGNwww.evolvestruct.com1040 Main Street Carbondale, CO 81623 (970) 510-0773 ©ASPEN, COLORADOSCHEMATIC DESIGN 2022-3 11/25/2022 FIRST FLOOR FRAMING PLAN SCALE: 316" = 1'-0"A N S1.202 FIRST FLOOR FRAMING 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 93 Aspen Burlingame - Early Childhood Education Center STRUCTURAL DRAWINGS 1.0 1.1 2.0 2.1 3.0 3.1 4.0 4.1 5.1E A B C D ELEVATOR: 8" CMU WALLS TYPICAL FLOOR FRAMING: 958" THICK CLT WOOD PANELS AS SHOWN.PANELS TO BE MIN. V2M5 -SPF GRADE, 7-MAXX PATTERN. TYPICAL EXTERIOR WALL FRAMING: STRUCTURAL INSULATED PANELS (SIP). PANELSUPPLIER TO DESIGN PANELS FOR: - 89 MPH WIND (ASD), EXP. C - INSULATION R-VALUE PER ARCHITECT. OPTIONAL EXTERIOR WALL FRAMING: 2x10 #2 D.F. @ 24"o.c. MAX. SEE ARCH'L DWGSFOR IN-WALL INSULATION AND/OR EXTERIOR INSUL. PANELS. OPTIONAL ROOF FRAMING:: 1932" OSB ROOF SHTG ON RIGID FOAM INSULATION (R70, PER ARCH) ON 67 8" THICK CLT WOODPANELS AS SHOWN. PANELS TO BE MIN. V2M5 -SPF GRADE, 5-MAXX PATTERN. TYPICAL LOW ROOF CONSTRUCTION: 1214" THICK SIP PANELS. PANEL SUPPLIER TODESIGN PANELS FOR: - 70 PSF ROOF SNOW LOAD - INSULATION R-VALUE PER ARCHITECT F.F. E . = 7 8 3 3 ' MAIN ENTRANCE LINE OF FLOOR ABOVE LINE O F F L O O R A B O V E OPE N T O A B O V E OPE N T O A B O V E VALLEY VAL L E Y VALL E Y W12x40 ; W14x34 BEAM (DROPPED OR FLUSH)103 4 x 18" GLULAM (24F-V8)BEARING WALL BEARING WALL BEA R I N G W A L L BEA R I N G W A L L BEA R I N G W A L L958" CLT FLOOR PANELS958" CLT FLOOR PANELSVALL E Y 958" CLT FLOOR PANELS958" CLT FLOOR PANELS958" CLT FLOOR PANELSGLULAM (24F-V8) (T.B.D.)GLULAM (24F-V8) (T.B.D.)GLULAM (24F-V8) (T.B.D.) DROPPED GLULAM (24F-V8) (T.B.D.) DROPPED GLULAM (24F-V8) (T.B.D.)GLULAM (24F-V8) (T.B.D.)GLULAM (24F-V8) (T.B.D.) DROPPED GLU L A M ( 2 4 F - V 8 ) ( T . B . D . ) D R O P P E DGLULAM (24F-V8) (T.B.D.)GLULAM (24F-V8) (T.B.D.)BEA R I N G W A L L GLU L A M ( 2 4 F - V 8 ) ( T . B . D . ) D R O P P E DGLULAM (24F-V8) (T.B.D.)GLULAM (24F-V8) (T.B.D.)VALLEY GLULAM (24F-V8) (T.B.D.) DROPPED LINE OF FLOOR ABOVEGLULAM (24F-V8) (T.B.D.) DROPPED LINE O F F L O O R A B O V E BEAM (DROPPED OR FLUSH)GLU L A M ( 2 4 F - V 8 ) ( T . B . D . ) D R O P P E D GLU L A M ( 2 4 F - V 8 ) ( T . B . D . ) D R O P P E DFLUSH FLOOR BEAM83 4 x 18" GLULAM (24F-V8) HEADER 834 x 18" GLULAM (24F-V8) HEADER8x8 H.T.POSTCANTILEVER FLOOR FRAMING TO EDGE OF OPENING BEA R I N G W A L L LINE OF FLOOR ABOVELINE OF FLOOR A B O V E 135.5°GLULAM FLOOR BEAM (T.B.D.)GLULAM FLOOR B E A M ( T . B . D . )LINE OF FLOOR ABOVECRAWL SPACE BELOW CRA W L S P A C E BEL O W 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com SHEET NO. ISSUED FOR: DATE PROJECT NUMBER SHEET TITLE COPYRIGHT ALAN FORD ARCHITECTS, P.C.ASPEN BURLINGAMEECEREVISIONS PROFESSIONAL STAMP DRAWN BY:SL CHECKED BY: QA/QC APPROVAL:EH OR STRUCTURAL DESIGNwww.evolvestruct.com1040 Main Street Carbondale, CO 81623 (970) 510-0773 ©ASPEN, COLORADOSCHEMATIC DESIGN 2022-3 11/25/2022 SECOND FLOOR FRAMING PLAN SCALE: 316" = 1'-0"A N S1.203 SECOND FLOOR FRAMING 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 94 Aspen Burlingame - Early Childhood Education CenterSTRUCTURAL DRAWINGS 1.0 1.1 2.0 2.1 3.0 3.1 4.0 4.1 5.1E A B C D ELEVATOR: 8" CMU WALLS TO UNDERSIDE OF ROOF OPTIONAL ROOF FRAMING:: 19 32" OSB ROOF SHTG ON RIGID FOAM INSULATION (R70, PER ARCH) ON 678" THICK CLT WOODPANELS AS SHOWN. PANELS TO BE MIN. V2M5-SPF GRADE, 5-MAXX PATTERN. TYPICAL ROOF CONSTRUCTION: 1214" THICK SIP PANELS. PANEL SUPPLIER TODESIGN PANELS FOR: - 70 PSF ROOF SNOW LOAD - INSULATION R-VALUE PER ARCHITECT LOW ROOF VALLEY LOW ROOF VALLEY LOW R O O F V A L L E Y LOW R O O F V A L L E Y 8 3 4 x 1612" GLULAM (24F-V8) BEARING WALL HEADER - TBD. BEARING WALL BEA R I N G W A L L BEA R I N G W A L L BEA R I N G W A L L VALLEY 8 3 4 x 16 1 2" GL U L A M ( 2 4 F - V 8 )8 34 x 1612" GLULAM (24F-V8)8 34 x 1612" GLULAM (24F-V8)8 3 4 x 161 2" GL U L A M ( 2 4 F - V 8 )8 34 x 1612" GLULAM (24F-V8)8 34 x 1612" GLULAM (24F-V8)8x8 #1 D.F POST, TYP. GLULAM (24F-V8) (T.B.D.)GLULAM (24F-V8) (T.B.D.) BEARING WALL BEARING WALL 8 34 x 1612" GLULAM (24F-V8)BEA R I N G W A L L 8x8 #1 D.F POST, TYP. BEA R I N G W A L L GLU L A M ( 2 4 F - V 8 ) ( T . B . D . )GLULAM (24F-V8) (T.B.D.)83 4" x 1 5 " G L U L A M ( 2 4 F - V 8 ) GLU L A M ( 2 4 F - V 8 ) ( T . B . D . )GLULAM (24F-V8) (T.B.D.)GLU L A M ( 2 4 F - V 8 ) ( T . B . D . )1214" SIP ROOF PANELS1214" SIP ROOF PANELS1214" SIP ROOF PANELS1214" SIP ROOF PANELS1214" SIP ROOF PANELS1214" SIP ROOF PANELSBEARING WALL BEARING WALLBEARING WALL 8 3 4 x 15" GLULAM (24F-V8) HEADER 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com SHEET NO. ISSUED FOR: DATE PROJECT NUMBER SHEET TITLE COPYRIGHT ALAN FORD ARCHITECTS, P.C.ASPEN BURLINGAMEECEREVISIONS PROFESSIONAL STAMP DRAWN BY:SL CHECKED BY: QA/QC APPROVAL:EH OR STRUCTURAL DESIGNwww.evolvestruct.com1040 Main Street Carbondale, CO 81623 (970) 510-0773 ©ASPEN, COLORADOSCHEMATIC DESIGN 2022-3 11/25/2022 ROOF FRAMING PLAN SCALE: 316" = 1'-0"A N S1.204 ROOF FRAMING 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 95 Aspen Burlingame - Early Childhood Education Center STRUCTURAL DRAWINGS GENERAL 1.All construction shall conform to the 2015 editions of the International Residential Code (IRC) & International Building Code (IBC),and the City of Aspen amendments.2.Details not specifically shown on these drawings shall be similar to details for like construction as shown on these drawings.3.The Contractor shall verify all dimensions and conditions at the job site, and shall report any discrepancies to the Architect and Structural Engineer of Record (S.E.O.R.) before proceeding with work. 4.Refer to Architectural drawings for dimensions and other information not specifically shown on Structural Drawings. Dimensions shown are approximate and are provided as an aid in interpreting the drawings and must be verified with the Architectural drawings. In the event of conflict, dimensions shown on the Architectural drawings shall govern. Notify the S.E.O.R. of any discrepancies prior to constructing the impacted portions of the work. Scaled dimensions shall not be used. 5.No structural members shall be cut, notched or otherwise penetrated unless specifically approved by the S.E.O.R. in advance oras shown on these drawings.6.Provide openings, curbs, framing, supports and attachments for items as indicated on Architectural, Mechanical, Electrical orother drawings included in the Construction Documents. 7.Where these General Notes and typical details are in conflict with the Specifications, these Notes and Details shall govern. MANUFACTURED WOOD PRODUCTS1.Manufactured wood I-joists shall be installed in accordance with the manufacturer's recommended details for blocking, bracing,bearing and connections. See plan for size, depth and product designations. Any alternate products shall be submitted to the engineer for written approval prior to construction. 2.Laminated Veneer Lumber (LVL) beam & column plies shall be 1 3/4" in width with number of plies and depths as noted on plan. LVL shall have the following minimum working stresses: Fc pll=2,510 psi, Fb=2,600 psi, Fv=285 psi, E=2,000,000 psi. 3.Laminated Strand Lumber (LSL), beams (1 3/4" min) and rimboard (1 1/4" min) shall be as noted on plan, with the following minimum working stresses: Fc pll=1,400 psi, Fb=1,700 psi, Fv=400 psi, E=1,300,000 psi.4.Versa-Stud (1 1/2" min) shall be noted on plan, with the following minimum working stresses: Fc pll=3,000 psi, Fb=2,400 psi,E=1,700,000 psi.5.Parallel Strand Lumber (PSL) beams shall be as noted on plan with the following minimum working stresses: Fb=2,900 psi,Fv=290 psi, E=2,000,000 psi. 6.Parallel Strand Lumber (PSL) columns shall be as noted on plan with the following minimum working stresses: Fc pll=2,500 psi, Fb=2,400 psi, Fv=190 psi, E=1,800,000 psi. 7.Glulam (GL) beams shall be as noted on plan with the following minimum working stresses: 24F-V4, Fb(tension zone)=2,400 psi, Fv=265 psi, E=1,800,000 psi. All mult-span beams, including cantilever conditions, shall be 24F-V8 unless noted otherwise in the drawings.8.Manufactured wood products as noted above shall be installed per manufacturer's specifications. 9.Manufactured wood products in contact with concrete or masonry foundation or exposed to exterior conditions shall be treated permanufacturer's specifications.10.Wood manufactured products other than those noted, which have ICC-ES approval, may be used with approval by the engineer ofrecord. Substitutions made by the Owner or Contractor shall include all connection hardware as required for sizes used, and shall have equivalent load ratings as those called for on the Drawings. STRUCTURAL ERECTION AND BRACING REQUIREMENTS 1.The Structural Drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. 2.The Contractor, in the proper sequence, shall provide shoring and bracing as required during construction to achieve the final completed structure. Design, sequencing, location, placement, etc. of bracing and shoring is the responsibility of the Contractor. 3.The Contractor shall be responsible for the safety of the building and workers during construction. The Contractor shall comply with all applicable safety regulations. BACKFILLING 1.Contractor shall not backfill against basement and/or retaining walls until all supporting elements (ex: concrete slabs and/or floor framing) are in place and securely anchored, or until adequate temporary shoring is installed. 2.Contractor shall verify type of backfill material with Geotechnical Engineer prior to backfilling. WOOD AND TIMBER FRAMING 1.All wood and heavy timber construction shall conform to the American Institute of Timber Construction (AITC) and National Design Specification (NDS) Standards, latest edition. 2.Structural framing lumber shall be at a minimum, as noted below, unless noted otherwise, and shall have a maximum moisture content of 19% at time of delivery. TYPE SPECIES GRADE Fb (MIN) Existing 2x structural Joists, Rafters & Headers Hem Fir No. 2 850 psi 2x Structural Joists, Rafters & Headers Douglas Fir-Larch No. 2 900 psi 2x Studs, Posts & Plates Douglas Fir-Larch No. 2 900 psi Versa-Stud 1.7E 2,400 psi Plates Douglas Fir-Larch No. 2 900 psi LSL 1.3E 1,700 psi Stringers, Beams & Posts (4x)Douglas Fir-Larch No. 1 1,000 psi Stringers, beams (6x & greater)Douglas Fir-Larch No. 1 1,350 psi Posts (6x & greater)Douglas Fir-Larch No. 1 1,200 psi SPECIAL INSPECTION 1.The owner shall employ a special inspector per IBC Chapter 17. The special inspector shall submit a copy of all his reports to the Owner, Architect, Structural Engineer and the Building Department. When the work is completed, the special inspector shallsubmit a final signed report stating whether the work was, to the best of his knowledge, in conformance with the approved set ofplans and specifications and the applicable workmanship provisions of the building code. The S.E.O.R. will make visits to the siteto observe general compliance with the approved structural plans, specifications and change orders. The contractor shall coordinate with the special inspector in order to ensure that the special inspection as indicated below can be performed with minimal impact to the project schedule. 2.Special inspection is required for the following types of work. Refer to Chapter 17 of the 2015 IBC for additional testing and specific requirements. 2.1.All cast-in-place concrete work & reinforcing placement, except nonstructural concrete (periodic). 2.2.All masonry construction (periodic per IBC 1705.4).2.3.All bolts and embeds in concrete (continuous if wet stabbed, periodic if tied).2.4.All shop and field welding (periodic).2.5.All high-strength bolted connections (periodic). SHOP AND ERECTION DRAWINGS 1.The Contractor shall furnish a PDF set of shop and erection drawings for review to the Architect and Structural Engineer of Record prior to fabrication for the following items: 1.1.Wood roof trusses1.2.Structural Insulated Panels (SIP's)1.3.Structural steel1.4.Concrete and masonry reinforcing steel1.5.Concrete mix designs 1.6.Glazing and intermediate structure per manufacturer for large areas of wall 2.The manufacture, fabrication or erection of above noted items prior to written review by the Architect and Structural Engineer of Record is at the sole risk of the Contractor. TYPICAL FRAMING CONNECTION SCHEDULE (MINIMUM U.N.O.)1, 2 NAILING TYPE Joists or Rafters to T.O. Double Top Plate, Sill Plate or Beam (3) 10d Toenail Rim Joist or Structural Fascia to Joists, Rafters (2) 16d, (1) T&B End Nail Sole Plate to Sill Plate (3) 10d @ 16"o.c.Face Nail Sole Plate to Joist, Rim Joist, Beam or Blkg - Typ (2) 16d @ 16"o.c.Face Nail Sole Plate to Joist, Rim Joist, Beam or Blkg at BWP (3) 16d @ 16"o.c.Face Nail Double Studs, Built-up Corner Studs, Trim Studs to King Studs1 Per Typ Detail Rim Joist to Top Plate 8d @ 6"o.c.Toenail Blkg Btwn Rafters & Joists to Top Plate, Sill Plate or Beam 8d @ 6"o.c. (3) min per block Toenail 2x Decking to Joists (2) 10d each joist Face Nail 1. Refer to Typical Multiple Ply Beams & Columns Detail for additional information. 2. Refer to Typical Framed Wall Detail for additional information. REINFORCED CONCRETE 1.All concrete design is based on the "Building Code Requirements for Reinforced Concrete", ACI 318, latest edition, associated Commentary (ACI 318R), and IRC/IBC Requirements. 2.All structural concrete shall be in accordance with ASTM C39 and properties noted. Minimum compressive strengths noted arerequired at 28 days. Typical unless noted otherwise.2.1.All concrete exposed to freeze-thaw cycles or deicing chemicals shall be air entrained 5-7%.2.2.For structural concrete in buildings of occupancy categories R-2 & R-3: Minimum compressive strength = 3,000 psi.Garage slab or exterior: Minimum compressive strength = 3,500 psi. 2.3.Structural concrete for all other structures: Minimum compressive strength = 3,500 psi & maximum w/cm ratio of 0.50. Exposed to freeze-thaw cycles: Minimum compressive strength = 4500 psi & maximum w/cm ratio of 0.45. Exposed to deicing chemicals: Minimum compressive strength = 5000 psi & maximum w/cm ratio of 0.40. 2.4.Stained or polished floor slabs: Minimum compressive strength = 4000 psi with low pozzolanic material ratios. 3.All concrete shall be consolidated using mechanical vibrators.4.All concrete work shall conform to the requirements of the IBC and ACI Standard 318, latest edition, of the American Concrete Institute (ACI), unless shown or noted otherwise on these drawings.5.Aggregate shall conform to ASTM C33.6.Cement shall be ASTM C150, Type I or Type II modified.7.Concrete shall be placed in accordance with ASTM C94 and ACI Standard 304. 8.All embedded items shall be placed accurately and secured prior to beginning concrete placement. 9.Construction joints shall be located so as not to impair the strength of the structure. Construction joints shall comply with ACI 318, unless noted otherwise. 10.Concrete mix designs shall be submitted to the Architect & S.E.O.R. for approval prior to placement of any concrete. 11.Reinforcement and embedded items shall be free of excessive scale, rust, dirt, grease, & all or any other substance that will impair bond with concrete. REINFORCING STEEL1.All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice.2.Except where otherwise noted on the Drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be Grade 60. Ties and field-bent bars as noted on plan shall be Grade 40. All reinforcing bars to be welded shall conform to ASTM A706. 3.Welded wire fabric reinforcement shall conform to ASTM A185 and shall be sheet-type; roll-type is not acceptable. 4.Coverage for reinforcing bars shall be in accordance with the requirements of the IBC, the ACI Standard 318 and in the Table below, unless shown otherwise on the Drawings. 5.Lap splices for reinforcing bars shall be 57 bar diameters (24" minimum) for concrete reinforcement and 72 bar diameters (36" minimum) for masonry reinforcement unless shown otherwise on the Drawings. Wire bars together at laps or splices. Stagger laps in adjacent horizontal bars a minimum of the required splice length. Hooks shall be ACI standard hooks unless shownotherwise. Welded wire fabric shall be spliced by lapping a minimum of 12 inches, or (2) cross wires, whichever is greater. STRUCTURAL STEEL1.All detailing, fabrication, and erection of structural and miscellaneous steel shall be in accordance with the requirements of theAmerican Institute of Steel Construction (AISC) Code of Standard Practice, latest edition, and the American Welding Society(AWS) Specifications. 2.All structural steel rolled shapes, except angles and plates, shall conform to ASTM A992, 50 ksi. 3.Angles, channels & plates shall conform to ASTM A36, 36 ksi, unless otherwise noted on the Drawings. 4.Pipes shall conform to ASTM A53, Grade B, 35 ksi. 5.Tube shapes (HSS) shall conform to ASTM A500, Grade B, rectangular shapes = 46 ksi & round shapes = 42 ksi. 6.All bolts for steel-to-steel connections shall conform to ASTM A325, unless otherwise noted on the Drawings.7.All anchor bolts shall conform to ASTM F1554 Gr. 36, unless otherwise noted on the Drawings.8.All shear studs shall conform to ASTM A108 & shall be welded to steel beams for full shear capacity.9.All welding shall be in accordance with the requirements of the IBC and the Structural Welding Code, AWS D1, latest edition, bythe American Welding Society. Shop welding shall be performed in shops approved by the Building Official, per IBC. Welding shall be done using E70XX electrodes, unless noted otherwise on the Drawings. 10.Expansion bolts and epoxy anchors called for on the Drawings shall be Hilti or approved equivalent, with embedment as shown on the Drawings. Expansion bolts shall be Hilti Kwik Bolt 3. 11.Powder actuated fasteners shall be Hilti DNI or approved equivalent, with full penetration into steel members, unless otherwise noted on the Drawings. 12.Steel, including bolts & anchors, in contact with earth, or as otherwise noted on the Drawings, shall be hot dip galvanized or prime painted. Do not paint within 3" of field welds until welds are completed. MINIMUM CONCRETE COVER FOR REINFORCEMENT1 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER No. 6 thru No. 18 bars 2" No. 5 bar, W31 or D31 wire, and smaller 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND Slabs, Walls, Joists:No. 14 and No. 18 bars 1 1/2 " No. 11 bar and smaller 3/4" Beams, Columns:Primary reinforcement, ties, stirrups, spirals 1 1/2" 1.Minimum concrete cover specified or for cast-in-place, nonprestressed concrete DESIGN LOADS1.ROOF LOADSDead Load .......................................25 psfFlat Roof Load (Snow)*....................70 psf (Ce = 1.0, Ct = 1.0, Is = 1.0) (per 2016 SEAC Snow Load Data Report w/ Site Elevation = 7,800', K = 15 Equivalent Ground Snow Load = 71 psf) 2.FLOOR LOADS Dead Load .......................................30 psf Live Load .........................................40 psf 3.LATERAL LOADS Seismic Design Category.................BBasic Wind Speed ...........................115 mphExposure Category .........................C4. IMPORTANCE FACTOR ...........................1.0* No duration of load increase was used in design FOUNDATIONS 1.Concrete foundations are designed based on the following assumed soil values (full dead load plus full live load, placed on natural soils and/or engineered structural fill per soils engineer). Soil Density = 120 pcf (Assumed) Allowable Bearing Pressure = 2,000 psf Lateral At-Rest Earth Pressure = 50 pcf Lateral Active Earth Pressure = 40 pcf Lateral Passive Earth Pressure = 400 pcf (Ultimate) Coefficient of Friction for Footing = 0.50 (Ultimate) Frost Depth = 36" min 2.Soils conditions and types, at the proposed foundation bearing elevations, shall be verified as adequate for the noted soil values, by a representative of a qualified Geotechnical Engineer (employed by Owner) during excavation. 3.Proper surface and below grade perimeter drainage shall be installed per Civil & Geotechnical Engineers to relieve foundations from hydrostatic pressures.4.It is the responsibility of the Contractor to review the Geotechnical Engineer's recommendations and notify the Architect and/or S.E.O.R. if any changes to the design are required prior to start of construction. MASONRY1.Concrete masonry units (CMU's) shall conform to ASTM C90, Grade N, and shall have a minimum 28 day compressive strength of 1900 psi.2.Compressive strength of masonry construction (F'm) shall be 1500 psi minimum based on net compressive area. 3.Mortar for CMU's shall be Type M or Type S, ASTM C270. Admixtures shall not be used unless approved by the Architect. The use of masonry cement is not permitted. Minimum compressive cube strength shall be 1900 psi. 4.Grout used in masonry construction shall be coarse grout, and shall conform to ASTM C476. Grout shall develop a minimum compressive strength of 3000 psi at 28 days. 5.Reinforce all masonry walls with continuous horizontal 9 gauge ladder or truss type reinforcement meeting ASTM A82. Maximumvertical spacing of joint reinforcing shall be 16 inches.6.All walls shall be reinforced vertically at wall ends, corners, each side of door or window openings, and as otherwise noted onplans. Provide continuous horizontal bond beams at top of walls and as otherwise noted.7.All block shall be laid up in running bond. 8.Grout shall be consolidated by mechanical vibration during placement. Grout pours less than 12" may be puddled for consolidation. 9.All bolts, anchors and embedded items shall be grouted in place, unless otherwise noted on the Drawings. Anchor bolts shall have at least 1 inch of grout between the bolt and the masonry shell, and shall be headed or hooked. GROUT, ADHESIVE & EPOXY 1.All grout beneath column base plates, or steel beams at bearing shall be non-metallic, non-shrink high strength grout by BASF "Masterflow", or approved equal installed to manufacturer's specifications.2.All structural construction adhesive specified shall be Loctite PL Premium Fast Grab or approved equal & shall be installed to manufacturer's specifications. 3.Epoxy shall be Hilti HIT-HY 200 or approved equivalent, unless otherwise noted on the Drawings. PRE-ENGINEERED WOOD ROOF & FLOOR TRUSSES 1.Trusses shall be designed by a Professional Engineer registered in the state of Colorado. 2.Truss design loads shall be in conformance with design loads as noted above. 3.Truss supplier shall incorporate all roof and ceiling profiles in the truss design.4.All truss-to-truss connections shall be provided by the truss supplier.5.Roof trusses shall be attached to wall top plates with Simpson H2.5 hurricane ties, minimum, each end, unless noted otherwiseon the Drawings or supplier Shop Drawings..6.Girder trusses shall be attached to bearing wall top plates with a minimum of (2) H2.5a hurricane ties, unless noted otherwise on the Drawings or supplier Shop Drawings. 7.Truss shop drawings must be provided to the engineer of record for review prior to fabrication. 3.Provide solid blocking at supports between joists and rafters. Within floor joist spaces beneath solid or built-up posts, provide solid blocking with area same as post above. 4.All plywood shown on these drawings shall be minimum C-D grade with exterior glue in accordance with DOC PS 1 and complywith IBC.5.Sill plates shall be of naturally durable wood, or Zinc Borate treated LSL or Douglas Fir-Larch per IBC with Fc perp = 625 psi,minimum and shall be protected for dry use.6.All wood framing shall be preservative pressure treated when in contact with concrete or masonry foundation or exposed to exterior conditions. All fasteners used to connect pressure-treated wood shall be hot-dipped galvanized (HDG) or stainless steel. 7.Except as noted otherwise, provide minimum nailing as specified in IBC. Structural nailing shall be with common nails, unless otherwise noted on the Drawings. Nails exposed to weather shall be galvanized. Nails used to connect preservative treated wood shall be hot dipped galvanized (HDG) or stainless steel. 8.Metal timber connectors shall be Simpson Strong-Tie or equivalent. Hardware specified is for specific member size & manufacturer as show on the structural drawings. Hanger slope, skew & top flange shall be designated by the contractor asrequired. Simpson connectors for preservative treated wood or connectors in contact with concrete shall be ZMAX or HDG, or asotherwise recommended by specific connector supplier. Install all connectors in accordance with manufacturer's instructions formaximum rated loads. 9.Bolts used as timber-to-steel or timber-to-timber connectors shall be ASTM A307 unless noted otherwise on the Drawings. Boltsshall be installed in accordance with the requirements of the latest edition of the National Design Specification for Wood Construction (NDS) by the American Wood Council. Bolts used to connect pressure-treated wood shall be HDG or stainless steel. 10.Lag screws shall be ASTM A307. Holes for lag screws shall be bored the same depth and diameter as the bolt shank. The remaining depth of penetration shall be bored per NDS requirements. Lag screws used to connect pressure-treated wood shall be HDG or stainless steel. 11.Provide malleable iron washers or equivalent cut plate washers under all nuts, bolts or lag screw heads which bear on wood.12.Wood screws shall be steel per NDS requirements. Pre-drill holes to prevent splitting as recommended in the NDS.13.Wood members shall be cut or notched only as shown on the Structural Drawings.14.Provide cross bridging, solid bridging or other lateral support for all framing members in accordance with the requirements of IBC.15.Except where more stringent construction is shown on the Drawings, wood construction shall comply with the requirements of the IBC, latest edition, as a minimum. AB ANCHOR BOLT ABV ABOVEACIAMERICAN CONCRETE INSTITUTEADDLADDITIONALADJADJUSTABLEAFFABOVE FINISHED FLOORALTALTERNATEAPAAMERICAN PLYWOOD ASSOCARCHARCHITECT OR ARCHITECTURALB.O.BOTTOM OFBLDGBUILDINGBLKGBLOCKINGBLWBELOWBMBEAMBOTBOTTOMBOWBOTTOM OF WALLBRGBEARINGBTWNBETWEENBWPBRACED WALL PANELCANTDCANTILEVEREDCCWCOUNTER-CLOCKWISECIPCAST-IN-PLACECJCONTROL JOINTCJPCOMPLETE JOINT PENETRATIONCLCENTERLINECLRCLEARCMUCONCRETE MASONRY UNITCNTRDCENTEREDCOLCOLUMNCONCCONCRETECONNCONNECTIONCONSTCONSTRUCTIONCONTCONTINUOUSCONTRCONTRACTORCWCLOCKWISEDBADEFORMED BAR ANCHORDEFLDEFLECTIONDIAGDIAGONALDLDEAD LOADE.F.EACH FACEE.N.EDGE NAILINGE.W.EACH WAYELELEVATIONELEVELEVATOREMBEDEMBEDMENTEQEQUALEQUIVEQUIVALENTEXISTG/(E)EXISTINGEXPEXPANSIONEXTEXTERIORF.D.FLOOR DRAINFDNFOUNDATIONFLGFLANGEFSFULL SAWNFTGFOOTINGG.C.GENERAL CONTRACTORGAGAUGE/GAGEGALVGALVANIZED, HOT DIPGBGRADE BEAMGLGLUE-LAMINATED MEMBERH.A.S.HEADED ANCHOR STUDHDRHEADERHGRHANGERHORIZHORIZONTALHSSHOLLOW STRUCTURAL STEELHTHEIGHTI.F.INSIDE FACEIBCINTN'L BUILDING CODEINTINTERIORIRCINTN'L RESIDENTIAL CODEISOISOLATIONJSTJOIST JT JOINT K KINGKSIKIPS PER SQUARE INCHLLLIVE LOADLLHLONG LEG HORIZONTALLLVLONG LEG VERTICALLOCLOCATIONLTLIGHTLVLLAMINATED VENEER LUMBERMATLMATERIALMAXMAXIMUMMECHMECHANICALMFMOMENT FRAMEMFRMANUFACTURERMINMINIMUMMISCMISCELLANEOUSMTLMETALN.S.NOT SHOWNNTSNOT TO SCALEo.c.ON-CENTERO.F.OUTSIDE FACEOPNGOPENINGOPPOPPOSITEOSBORIENTED STRAND BOARDP.E.PRE-ENGINEEREDP.T.PRESSURE TREATEDPAFPOWER-ACTUATED FASTENERPCPRE CASTPENPENETRATIONPERPPERPENDICULARPLPLATEPLCSPLACESPLFPOUNDS PER LINEAR FOOTPLLPARALLELPLYPLYWOODPSFPOUNDS PER SQUARE FOOTPSLPARALLEL STRAND LUMBERRRADIUSR.D.ROOF DRAINRE:REFER TOREINFREINFORCING/MENTREQDREQUIREDRSROUGH SAWNRTUROOF TOP UNITS.O.G.SLAB ON GRADESCHEDSCHEDULESEORSTRUCTURAL ENGR OF RECORDSHTSHEETSHTGSHEATHINGSIMSIMILARSPSPACE OR SPACINGSPECSSPECIFICATIONSSSSTAINLESS STEELSTDSTANDARDSTGDSTAGGEREDSTLSTEELSTRUCTSTRUCTURALSYMSYMMETRICALTTRIMMERT&B TOP AND BOTTOMT&G TONGUE AND GOOVET.O.TOP OFTOFTOP OF FOOTINGTOLTOP OF LEDGETOSTOP OF SLABTOWTOP OF WALLTYPTYPICALUNOUNLESS NOTED OTHERWISEVERTVERTICALVIFVERIFY IN FIELDw/WITHWPWORK POINTWWFWELDED WIRE FABRIC SHEAR WALL (SW) PANELS 1.All bearing walls, including unlabeled, hatched Shear Walls, shall be continuously sheathed as Typical Exterior or Interior Shear Wall, accordingly. 2.Typical Exterior Shear Wall shall be 7/16" APA rated OSB or plywood attached to studs w/ 8d common or galvanized box nails (1 3/8" stud penetration) @ 6"o.c. at panel edges & 12"o.c. at intermediate supports. Block all panel edges. 3.Typical Interior Shear Wall shall be 5/8" gypsum board, both sides of wall, attached to studs w/ 6d cooler nails, 0.120”Ø x 1 3/4", min, 3/8" head (or No. 6 1 1/4" Type S or W screws), spaced at 4"o.c. at all supports, studs & plates. Studs shall be spaced @24"o.c. max @ panels. 4.All hatched Shear Walls are critical to the current lateral force resisting system design. They shall not be modified. 5.Special Shear Walls, holdown straps & anchors, as required, are denoted per plan and shall be constructed per schedules shown on these drawings.6.Nails for gyp board attachment shall be Dritite or 'cooler' type nails. 7.Nails for plywood shall be common nails. Use of pneumatically driven nails is subject to approval by the building department and structural engineer. Do not overdrive nails. 8.Plywood sheathing shall be standard (C-D) grade with exterior glue.9.Gypsum board and plywood to conform to IBC tables 2306.4.5 and 2306.4.1. 10.Install 2x continuous blocking at horizontal panel joints/edges as needed for edge nailing. 11.Provide edge nailing to stud or post where holdowns occur. STRUCTURAL GENERAL NOTES ABBREVIATIONS EXISTING FLOOR JOIST OR ROOF RAFTER EXISTING FLUSH BEAM EXISTING DROPPED BEAM EXISTING HEADER BEAM OR LINTEL STRUCTURAL SYMBOLS LEGEND EXISTING MASONRY WALL & CONCRETE FOOTING CONCRETE WALL & FOOTING EXISTING CONCRETE WALL & FOOTING EXISTING LEDGER EXISTING WALL BELOW FRAMING TO BE REMOVED EXISTING BEARING STUD WALL BELOW FRAMING EXISTING ROOF RAFTER OR FLOOR JOIST SPAN, ARROWS DESIGNATE BEARING LOCATIONS ROOF OVERFRAMING PER TYPICAL DETAIL X STEEL OR WOOD COLUMN WHICH SUPPORTS FRAMING OR LOADS FROM ABOVESEE WALL FRAMING NOTES FOR MIN SIZE, NUMBER, & TYPE FLOOR JOIST OR ROOF RAFTER JOIST HANGER OR BEAM TO BEAM CONNECTION RE: HANGER SCHEDULE FOR CONNECTION, U.N.O. FLUSH BEAM VERTICAL STEP IN FLOOR WOOD STUD STRUCTURAL WALL ABOVE NON-BEARING STUD WALL BELOW FRAMING REVISION CLOUD INDICATING REVISED ITEMS REVISION NUMBER CORRESPONDS WITH REVISIONS IN TITLE BLOCK STEEL OR WOOD COLUMN FROM ABOVE OR BTWN BEAMS WHICH ARE SUPPORTEDON FRAMING, MIN WIDTH TO MATCH SUPPORTED FRAMING, U.N.O. ROOF RAFTER OR FLOOR JOIST SPAN, ARROWS DESIGNATEBEARING LOCATIONS DROPPED BEAM HEADER BEAM OR LINTEL WALL STEP, POINTS IN DIRECTION OF DOWN MASONRY WALL & CONCRETE FOOTING LEDGER BEARING STUD WALL BELOW FRAMING MOMENT CONNECTION SHEAR WALL (SW) PANEL & BEARING WALL BELOW FRAMING HOLDOWN FRAMING OR FOUNDATION ANCHOR PER PLAN & SCHEDULE EXISTING STEEL OR WOOD COLUMN TO BE REMOVED EXISTING FRAMING TO BE REMOVED EXISTING VERTICAL STEP IN FLOOR EXISTING WALL STEP, POINTS IN DIRECTION OF DOWN HOLDOWNS INSTALLED AT BASE OF WALL PANEL ABOVE SHEAR WALL (SW) PANEL & NON-BEARING WALL BELOW FRAMING S1 H1 EXISTING SHEAR WALL (SW) PANEL & BEARING WALL BELOW FRAMING STONE VENEER SLOPE ROOF SLOPE ARROW, POINTS TO DOWN EDGE OF FLOOR DECKING OR SHEATHING EXISTING STEEL OR WOOD COLUMN WHICH SUPPORTS FRAMING OR LOADS FROM ABOVE EXISTING STEEL OR WOOD COLUMN FROM ABOVE OR BTWN BEAMS WHICH ARESUPPORTED ON FRAMING 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAMEHOUSINGREVISIONS PROFESSIONAL STAMP DRAWN BY:SL CHECKED BY: QA/QC APPROVAL:EH OR STRUCTURAL DESIGN www.evolvestruct.com1040 Main Street Carbondale, CO 81623 (970) 510-0773 ©ASPEN, COLORADOS2.001 GENERAL NOTES 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 96 Aspen Burlingame - Early Childhood Education CenterSTRUCTURAL DRAWINGS 1'-0" MIN CONT BARS PER PLANS/DETAILS CONC FTG & REINFPER PLAN (2) #5 MAX SLOPE BASED ON SITE COND 1 2'-0" MAX2'-0" MINTYP2'-6" MIN 2'-0" MIN TYP 4'-0" MAXTYP U.N.O.CONC WALL& REINF PER PLAN SCALE: 3/4" = 1'-0"1 TYP CRAWLSPACE FTG STEP #5 x 4'-0" DIAG, E.F. AT TOP OF WALL AND BOTOF WALL STEPS BEAR ON NATIVE SOILS OR COMPACTED FILL PER GEOTECH FTG THICKNESS MIN SCALE: 3/4" = 1'-0"2 TYP CONC WALL PEN (SMALL) ALT CONC WALL PENETRATION LOCATION CONC WALL & REINF PER PLAN 2" CLRØ1'-0" MAX4'-0"Ø1 ' - 0 " M A X #5 SUPPLEMENTAL REINF PREFERRED CONC WALLPENETRATION LOCATION TERMINATEWALL REBARAS REQ'D SCALE: NTS3TYP REINF GEOMETRY12 DR R R = 4D FOR #3 THRU #8 BARS R = 5D FOR #9 THRU #11 BARS 90° HOOK 180° HOOK R R 4D OFFSET 57 BAR Ø FOR CONC 64 BAR Ø FOR MASONRY TIED BARS MIN 1.5D OR 1" MAX 1/5 LAP LENGTH OR 6" LAP SPLICE 212" MIN SCALE: NTS4TYP SINGLE MAT REINF 57 BAR Ø (24" MIN)57 BAR Ø(24" MIN)CORNER INTERSECTION & END OF WALL ALTERNATE CORNER 57 BAR Ø (24" MIN)57 BAR Ø(24" MIN)57 BAR Ø (24" MIN) CORNER BAR AT EA HORIZ BAR (1) #5 VERT AT END OF WALL OR CORNER LAP HORIZ BARS EASIDE OF CORNER 1'-0" MIN 1 1/2" CLR #5 EA FACE, EA SIDE OF OPNG U.N.O. EDGE OF CONC #5 x 4'-0" DIAGONAL EA FACE, CNTR'D ATOPENING CORNERS CONC WALL & REINF PER PLAN, REINF OMITTED FOR CLARITY SCALE: 3/4" = 1'-0"RE: X/XXXX 22.021C DETAILS (HOUSING) 5 TYP CONC WALL OPNG OPEN PER PLAN1'-0" MIN(2) #5 CONT HORIZ TOP PER PLAN (3'-3" MAX) WHEN OPNG OCCURS NEAR T.O. WALL,PROVIDE HOOK AT TOP OF VERT BARS 2'-0" MIN (TYPICAL) 3" #5 FULL HT EA FACE, EA SIDE OF OPNG U.N.O. SCALE: 3/4" = 1'-0" RE: x/x.xxxx 22.021C DETAILS (HOUSING) 6 TYP OPENING AT S.I.P.4'-0" PANEL WIDTH3'-9" MAX WIDTHOF OPENINGMAX LENGTHPER MANUFACTURER S.I.P. PANEL DBL 2x w/ SIMPSON F24-2 EA END S.I.P. PANEL SPLINES PER MANUFACTURER DBL 2x10 HEADERS w/ SIMPSON HUS210 EA END DBL 2x SPLINES ON BOTH SIDES OF OPENING S.I.P. PANEL SPLINES PER MANUFACTURER SHORT PANELS TO MATCH FIELD OF ROOF PROVIDE SLOTTED S.I.P CONNECTION AT LUMBER HEADER 6'-0 " MAX LENGTH8'-0" MAX WIDTH OF OPENINGSCALE: 3/4" = 1'-0" RE: x/x.xxxx 22.021C DETAILS (HOUSING) 7 TYP REINFORCED OPENING AT S.I.P. NOTES: ALL STRUCTURAL SPLINES TO RUN CONTINUOUS BETWEEN SUPPORTS RIB BOARD NOT SHOWN FOR CLARITY. NOTES: ALL STRUCTURAL SPLINES TO RUNCONTINUOUS BETWEEN SUPPORTS RIB BOARD NOT SHOWN FOR CLARITY. S.I.P. PANEL 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAMEHOUSINGREVISIONS PROFESSIONAL STAMP DRAWN BY:SL CHECKED BY: QA/QC APPROVAL:EH OR STRUCTURAL DESIGN www.evolvestruct.com1040 Main Street Carbondale, CO 81623 (970) 510-0773 ©ASPEN, COLORADOS2.002 TYPICAL DETAILS 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 97 Aspen Burlingame - Early Childhood Education Center STRUCTURAL DRAWINGS W X Y Z 1 2 3 65'-0 1/2" 32'-6 1/2"10'-0"20'-6" 1'-0"1'-0" 1'-10 1/2"9'-5"9'-5"9'-1"1'-11"42'-0"1'-0"1'-0"20'-1"19'-11"5'-9 1/2"9'-9 1/2"5'-9 1/2"9'-9 1/2"13'-8"13'-8"6"Ø STD PIPECOL. (658" O.D.)F6.0 F6.06"Ø STD PIPECOL. (658" O.D.)GARAGE FLOOR; SLOPE TO DRAIN (5" CONCRETE SLAB ON GRADE) T.O.SLAB EL. 6'-0" MAX. (7827 USGS) F4.0 F3.0 12"Ø X 36" CONC. PIER ON FOOTING PER PLAN, TYP. F3.0 F3.0 F3.0 F3.0 F3.0 F3.0 F3.0 F3.0 F4.0 TYPICAL EXTERIOR FOUNDATION WALL: 8" THICK CONCRETE FOUNDATION WALLS ON 12" x 24" WIDE THICK CONCRETE CONTINUOUS FOOTINGS. REINF. WALLS W/ (2) #5 HORIZ. TOP & BOTTOM; #4 VERT @ 18"o.c.; #4 HORIZ. @ 12"o.c. NOTE: BEAR FOOTINGS 36" MIN. BELOW T.O. SLAB EL., TYP. 16" SQ. CONC. PIER CTRDBELOW COLUMN, ON FOOTING PER PLAN. BEAR INTERIOR FOOTINGS 36" BELOW T.O. SLAB EL., TYP. 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAMEHOUSINGREVISIONS PROFESSIONAL STAMP DRAWN BY:SL CHECKED BY: QA/QC APPROVAL:EH OR STRUCTURAL DESIGN www.evolvestruct.com1040 Main Street Carbondale, CO 81623 (970) 510-0773 ©ASPEN, COLORADOFOUNDATION PLAN SCALE: 14" = 1'-0"A N S2.201 FOUNDATION 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 98 Aspen Burlingame - Early Childhood Education CenterSTRUCTURAL DRAWINGS W X Y Z 1 2 3 UP 6"Ø STD PIPECOL. (658" O.D.)DOWN6"Ø STD PIPECOL. (658" O.D.)DOWNW18x46 (2-SPAN CONTINUOUS)W18x46 (2-SPAN CONTINUOUS)FLUSH BEAM LINEFLUSH BEAM LINE FLUSH BEAM LINE FLUSH BEAM LINE FLUSH BEAM LINE FLUSH BEAM LINE TYPICAL DECK FRAMING: 2x8 #2 D.F. JOISTS @ 16"o.c. MAX. TYPICAL DECK FRAMING: 2x8 #2 D.F. JOISTS @ 16"o.c. MAX. TYPICAL DECK FRAMING: 2x8 #2 D.F. JOISTS @ 16"o.c.MAX. TYPICAL DECK FRAMING:2x10 #2 D.F. JOISTS @ 16"o.c. MAX. CANTILEVER JOISTS FROM WALL LINE; PROVIDE 9' BACK SPAN & LAP WITH FLOOR JOISTS TYPICAL FIRST FLOOR CONSTRUCTION: 34" APA-RATED T&G FLOOR SHTG (SEE DETAIL X/SXX) ON 117 8"TJI-210 FLOOR JOISTS (OR EQUIV.) @ 16"o.c. MAX. ARCHITECT TO SPECIFY FIRE-RATED CEILING MATERIAL AS REQUIRED. 16'-0" T.O. SHTG EL. (7837 USGS)1178" I-JOISTS @ 16"o.c. MAX.1178" I-JOISTS @ 16"o.c. MAX.1178" I-JOISTS @ 16"o.c. MAX.NON-BEARING PARTITION WALL BELOW TYPICAL EXTERIOR WALL FRAMING: (UPPER LEVEL) STRUCTURAL INSULATED PANELS (SIP). PANEL SUPPLIER TO DESIGN PANELS FOR: - 89 MPH WIND (ASD), EXP. C - INSULATION R-VALUE PER ARCHITECT. W18x46 STEEL BEAM CANTILEVER FLOOR JOISTS TOPICK UP UPPER LEVEL WALLS OPTIONAL EXTERIOR WALL FRAMING: 2x10 #2 D.F. @ 24"o.c. MAX. SEE ARCH'L DWGS FOR IN-WALL INSULATION AND/OR EXTERIORINSUL. PANELS. 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAMEHOUSINGREVISIONS PROFESSIONAL STAMP DRAWN BY:SL CHECKED BY: QA/QC APPROVAL:EH OR STRUCTURAL DESIGN www.evolvestruct.com1040 Main Street Carbondale, CO 81623 (970) 510-0773 ©ASPEN, COLORADOMAIN LEVEL FRAMING PLAN SCALE: 14" = 1'-0"A N S2.202 MAIN LEVEL FRAMING 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 99 Aspen Burlingame - Early Childhood Education Center STRUCTURAL DRAWINGS W X Y Z 1 2 3 W X Y Z 1 2 3 UP BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL GLULAM BEAM 24F-V8 (T.B.D.) (DROPPED)GLULAM BEAM 24F-V8 (T.B.D.) (DROPPED)GLULAM BEAM 24F-V8 (T.B.D.) (DROPPED)GLULAM BEAM 24F-V8 (T.B.D.) (DROPPED)GLULAM BEAM 24F-V8 (T.B.D.) (DROPPED) FLUSH BEAM LINE FLUSH BEAM LINE FLUSH BEAM LINEFLUSH BEAM LINE 1178" I-JOISTS @ 16"o.c. MAX.1178" I-JOISTS @ 16"o.c. MAX.1178" I-JOISTS @ 16"o.c. MAX.TYPICAL DECK FRAMING:2x8 #2 D.F. JOISTS @ 16"o.c.MAX. TYPICAL DECK FRAMING: 2x8 #2 D.F. JOISTS @ 16"o.c. MAX. TYPICAL DECK FRAMING: 2x8 #2 D.F. JOISTS @ 16"o.c. MAX. EXIT DECK BELOW TYPICAL SECOND FLOOR CONSTRUCTION: 3 4" APA-RATED T&G FLOOR SHTG ON 117 8" TJI-210 FLOOR JOISTS(OR EQUIV.) @ 16"o.c. MAX. 28'-0" T.O. SHTG EL. (7849 USGS) EXIT STAIRS BELOW TYPICAL EXTERIOR WALL FRAMING: STRUCTURAL INSULATED PANELS (SIP). PANEL SUPPLIER TO DESIGN PANELS FOR: - 89 MPH WIND (ASD), EXP. C - INSULATION R-VALUE PER ARCHITECT. SIMPSON 'STRONGWALL' BRACED WALL PANEL SIMPSON 'STRONGWALL' BRACED WALL PANEL OPTIONAL EXTERIOR WALL FRAMING: 2x10 #2 D.F. @ 24"o.c. MAX. SEE ARCH'L DWGS FOR IN-WALL INSULATION AND/OR EXTERIOR INSUL. PANELS. 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAMEHOUSINGREVISIONS PROFESSIONAL STAMP DRAWN BY:SL CHECKED BY: QA/QC APPROVAL:EH OR STRUCTURAL DESIGN www.evolvestruct.com1040 Main Street Carbondale, CO 81623 (970) 510-0773 ©ASPEN, COLORADOUPPER FLOOR FRAMING PLAN SCALE: 14" = 1'-0"A N S2.203 UPPER FLOOR FRAMING 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 100 Aspen Burlingame - Early Childhood Education CenterSTRUCTURAL DRAWINGS W X Y Z 1 2 3 TYPICAL ROOF CONSTRUCTION: 1214" THICK SIP PANELS. PANEL SUPPLIER TODESIGN PANELS FOR: - 70 PSF ROOF SNOW LOAD - INSULATION R-VALUE PER ARCHITECT 1214" SIP ROOF PANELSGLULAM BEAM 24F-V8 (T.B.D.) (DROPPED) GLULAM BEAM 24F-V8 (T.B.D.) (DROPPED)GLULAM BEAM 24F-V8 (T.B.D.) (DROPPED)GLULAM BEAM 24F-V8 (T.B.D.) (DROPPED)GLULAM BEAM 24F-V8 (T.B.D.) (DROPPED)GLULAM BEAM 24F-V8 (T.B.D.) (DROPPED)1214" SIP ROOF PANELSBEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEAM LINE1214" SIP ROOF PANELS1214" SIP ROOF PANELSSIMPSON 'STRONGWALL'BRACED WALL PANEL SIMPSON 'STRONGWALL'BRACED WALL PANEL 63 4 " x 18" GLULAM (24F-V8) BEAM LINE 63 4 " x 1912" GLULAM (24F-V8) TYPICAL EXTERIOR WALL FRAMING: STRUCTURAL INSULATED PANELS (SIP). PANELSUPPLIER TO DESIGN PANELS FOR: - 89 MPH WIND (ASD), EXP. C - INSULATION R-VALUE PER ARCHITECT. OPTIONAL EXTERIOR WALL FRAMING: 2x10 #2 D.F. @ 24"o.c. MAX. SEE ARCH'L DWGS FOR IN-WALL INSULATION AND/OR EXTERIOR INSUL. PANELS. 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com SHEET NO. ISSUED FOR: SCHEMATIC DESIGN DATE PROJECT NUMBER SHEET TITLE COPYRIGHT ALAN FORD ARCHITECTS, P.C. 2022-3 11/25/2022ASPEN BURLINGAMEHOUSINGREVISIONS PROFESSIONAL STAMP DRAWN BY:SL CHECKED BY: QA/QC APPROVAL:EH OR STRUCTURAL DESIGN www.evolvestruct.com1040 Main Street Carbondale, CO 81623 (970) 510-0773 ©ASPEN, COLORADOROOF FRAMING PLAN SCALE: 14" = 1'-0"A N S2.204 ROOF FRAMING 3457 RINGSBY COURT, SUITE 217 DENVER, CO. 80216 TELE. 303-383-1111 FAX: 303-383-2135 www.fordarch.com 16 NORTH 4TH STREET, CARBONDALE, CO 81623 TELE. 1-970-963-0201 www.landandshelter.com 1302 Howard Street Omaha, NE 68102 TELE. 402-392-0133 FAX: 402-392-0413 www.rdgusa.com 101 Aspen Burlingame - Early Childhood Education Center STRUCTURAL DRAWINGS NOT FOR CONSTRUCTION GENERAL SCHEMATIC DESIGN COST ESTIMATE 2022-3 10/24/2022 MEPT+A SD PRICING NARRATIVEASPEN BURLINGAME ECECity of Aspen 102 Aspen Burlingame - Early Childhood Education CenterMEPT+A NARRATIVE NOT FOR CONSTRUCTION M2.0 SCHEMATIC DESIGN COST ESTIMATE 2022-3 10/24/2022 MECHANICAL SYSTEMSASPEN BURLINGAME ECECity of Aspen M1.0 - AIR TO WATER HEAT PUMP SCHEMATIC 103 Aspen Burlingame - Early Childhood Education Center MEPT+A NARRATIVE NOT FOR CONSTRUCTION M2.1 SCHEMATIC DESIGN COST ESTIMATE 2022-3 10/24/2022 MECHANICAL SYSTEMSASPEN BURLINGAME ECECity of Aspen 104 Aspen Burlingame - Early Childhood Education CenterMEPT+A NARRATIVE NOT FOR CONSTRUCTION P3.0 SCHEMATIC DESIGN COST ESTIMATE 2022-3 10/24/2022 PLUMBING SYSTEMSASPEN BURLINGAME ECECity of Aspen 105 Aspen Burlingame - Early Childhood Education Center MEPT+A NARRATIVE NOT FOR CONSTRUCTION F4.0 SCHEMATIC DESIGN COST ESTIMATE 2022-3 10/24/2022 FIRE PROTECTION SYSTEMSASPEN BURLINGAME ECECity of Aspen 106 Aspen Burlingame - Early Childhood Education CenterMEPT+A NARRATIVE NOT FOR CONSTRUCTION E5.0 SCHEMATIC DESIGN COST ESTIMATE 2022-3 10/24/2022 ELECTRICAL SYSTEMSASPEN BURLINGAME ECECity of Aspen 107 Aspen Burlingame - Early Childhood Education Center MEPT+A NARRATIVE NOT FOR CONSTRUCTION T6.0 SCHEMATIC DESIGN COST ESTIMATE 2022-3 10/24/2022 TECHNOLOGY SYSTEMSASPEN BURLINGAME ECECity of Aspen 108 Aspen Burlingame - Early Childhood Education CenterMEPT+A NARRATIVE THIS PAGE INTENTIONALLY LEFT BLANK 109 Aspen Burlingame - Early Childhood Education Center MEPT+A NARRATIVE 110 Aspen Burlingame - Early Childhood Education CenterFOOD SERVICE DRAWINGS Budget 09/30/2022 To:Project:From: Land+Shelter Andrea Korber P.O. Box 550 Carbondale, Colorado 81623 Aspen Burlingame ECE Sturm Consulting, Inc. Rocky Sturm 5838 S. Hudson Pl. Tulsa, OK 74135‐7646 9182600667 9182600667 (Contact) Job Reference Number: 2021.39 The budget includes the equipment as noted, freight, shipping or handlingcharges, delivery to the job site, uncrating, unpacking and the installation ofloose accessories, the removal of all protective materials from theequipment, the removal of all trash from the job site, setting the equipmentin place so the plumbers and electricians can make the inter‐connections andfinal connections, final cleaning and demonstrating the equipment to theOwner.The budget does not include sales tax (if required), permits, bonds,insurance, building modifications, plumbing or electrical or mechanicalrough‐ins or connections Item Qty Description Budget Total 01 1 ea HAND SINK $1,394.29 Eagle Group Model No. HSA‐10 Hand Sink, wall mount, 13‐1/2" wide x 9‐3/4" front‐to‐back x 6‐3/4" deep bowl, 304 stainless steel construction, requires splash mounted faucet, deep‐drawn seamless design‐positive drain, inverted "V" edge, NSF 1 ea 300886 Drain Assembly, 1‐1/2", for underbar sinks, fits 2" dia. hole, for HSA models (NOTE: not to be used with units containing 7‐circuit post‐ mix cold plate) 1 ea ‐LRS Left & right side splashes 1 ea Component Hardware KL45‐4002‐RE1 Encore® Faucet, wall mount, 4" (102mm) OC inlets, 6" (152mm) stainless steel rigid gooseneck spout, 1/4‐turn full volume compression valves, lever handles, 2.2 gpm aerated stream aerator, low lead compliant, NSF 1 ea Component Hardware KL91‐0100 Quik‐Wash™ Hand Wash Faucet Control, hands‐free, NSF Budget $1,394.29 Aspen Burlingame ECE Land+Shelter Page 1 of 5 Item Qty Description Budget TotalBudget 02 1 ea REACH‐IN REFRIGERATOR $6,709.18 True Mfg. ‐ General Foodservice Model No. T‐23‐2‐HC Refrigerator, reach‐in, one‐section, (2) stainless steel half doors, (3) PVC coated adjustable wire shelves, interior lighting, stainless steel front, aluminum sides, clear coated aluminum interior with stainless steel floor, 4" castors, R290 Hydrocarbon refrigerant, 1/4 HP, 115v/60/1‐ph, 2.2 amps, NEMA 5‐15P, cULus, UL EPH Classified, Made in USA 1 ea Self‐contained refrigeration standard 1 ea Warranty ‐ 7 year compressor (self‐contained only), please visit www.Truemfg.com for specifics 1 ea Warranty ‐ 5 year parts & labor, please visit www.Truemfg.com for specifics 1 ea Door hinged right standard 1 ea Additional PVC coated wire shelf, each (shelf clips included) 1 ea 4" stem castors, standard (adds 5" to OA height) $6,709.18 Sturm Consul ng, Inc.09/30/2022 Aspen Burlingame ECE Land+Shelter Page 2 of 5 111 Aspen Burlingame - Early Childhood Education Center FOOD SERVICE Item Qty Description Budget TotalBudget 03 1 ea ICE MAKER, CUBE‐STYLE $12,736.84 Manitowoc Model No. IYP0320A Indigo NXT™ Series Ice Maker, cube‐style, air‐cooled, self‐contained condenser, 22"W x 24‐1/2"D x 21‐1/2"H, production capacity up to 320 lb/24 hours at 70°/50°, easyTouch display with 13 different language options, date/time stamp display, automatic reminder/alert icon, one touch asset information, automatic detection of accessories, continuous operating status, programmable production options (time, weight, day or night), one touch cleaning with displayed instructions, Alpha‐San anti‐microbial protection, acoustical ice sensing probe, self‐ diagnostic technology, DuraTech™ exterior, half‐dice size cubes, R290, NSF, CE (50hz international) 1 ea WARRANTY‐ICE‐SC 3 year parts & labor (Machine), 5 year parts & labor (Evaporator), 5 year parts & 3 years labor (Compressor), standard 1 ea (‐251) 230v/50/1‐ph 1 ea Note: An additional charge of $165.00 is added to this order if this ice machine is exported outside the US or Canada for a startup & inspection fee. 1 ea D320 Ice Bin, 22"W x 34"D x 38"H, with side‐hinged front‐opening door, side grips, 264 lbs. application capacity, AHRI certified 8.9 cu. ft., for top‐mounted ice maker, Duratech exterior, NSF 1 ea WARRANTY‐BIN/DISP 3 year parts & labor warranty, standard 1 ea Legs, 6" adjustable stainless steel, standard 1 ea Surcharge 5%$601.62 1 ea Legs, 6" adjustable stainless steel, standard 1 ea Everpure EV932402 Insurice® Water Filtration System, Insurice® Twin‐ i2000², Twin, (2) i2000² Micro‐Pure® II Precoat primary filtration cartridge, reduces chlorine, taste & odor, inhibits scale, outlet pressure gauge, flushing valve, 18,000 gallons, 3.34 gpm, 0.5 micron, 3/4" inlet, 3/4" outlet, NSF 42 & 53 (EV932402) 1 ea Everpure ZZSURCHARGE1 Energy/Transportation Surcharge 7%$49.31 1 ea Everpure This system requires (2) cartridges. 2 ea Everpure EV961222 i2000² Water Filter Cartridge, i2000² Cartridge, (1) i2000² cartridge, reduces cysts, chlorine, taste & odor, inhibits scale, 9,000 gallons, 1.67 gpm, 0.5 micron, NSF 42 & 53 (EV961222) $12,736.84 $601.62 $49.31 Sturm Consul ng, Inc.09/30/2022 Aspen Burlingame ECE Land+Shelter Page 3 of 5 Item Qty Description Budget TotalBudget 04 1 ea THREE (3) COMPARTMENT SINK $4,782.45 Eagle Group Model No. 310‐10‐3‐12 310 Series Convenience Store Sink, three compartment, 60"W x 21"D, (3) 10"W x 14"L x 9‐3/4"D sink bowls, 12" drainboards on left & right, 9‐ 1/2" backsplash with 1" upturn & tile edge, 2" euro‐style edging on front & sides, 8" OC splash mount faucet holes, includes (3) basket drains, 304 stainless steel construction, galvanized legs & side crossbracing, adjustable bullet feet, NSF 1 ea ‐SL stainless steel legs with front‐to‐back crossbracing (stainless steel feet not included) 1 ea T&S Brass B‐0230 Sink Mixing Faucet, 18" swing nozzle, wall mounted, 8" centers on sink faucet, with 1/2" IPS eccentric flanged female inlets, lever handles, quarter‐turn Eterna cartridges, low lead, ADA Compliant 3 ea Component Hardware DBN‐8000 Encore® Universal Rotary Waste Outlet, capped overflow outlet, fits 3‐1/2" sink opening, 40 gpm max flow rate, self‐centering stainless steel face flange, stainless steel beehive crumb cup strainer, stainless steel rotary handle, nickel plated cast bronze drain body, with reducer, 2" & 1/2" NPT, NSF, CSA, ANSI 05 1 ea THREE BAR WALL SHELF $920.00 Custom Model No. CUSTOM Three bar wall shelf 06 1 ea DISHWASHER, UNDERCOUNTER $5,652.27 CMA Dishmachines Model No. UC65E Dishwasher, undercounter, 24"W x 25"D x 33‐1/2"H, high temperature sanitizing, built‐in 4.0 kW booster heater, (30) racks/hour, 14‐1/2" door opening, 2.0 kW tank heater, built‐in detergent & rinse chemical pumps, pumped drain, upper & lower stainless steel rotating wash & rinse arms, triple filtering protection system, stainless steel construction, includes (1) open & (1) peg rack, 1 HP wash pump, NSF, cETLus, ENERGY STAR® 1 ea 208v/60/1‐ph, 22.0 amps 1 ea Safe‐T‐Temp feature assures 180 degree sanitizing rinse once the booster thermostat has been satisfied. Cycle time will vary due to incoming water temperature. 1 ea Drain water tempering valve kit, fits UC65e and H‐1X (factory installed only) 1 ea Universal Dishmachine Pedestal, stores 2 empty dishracks, with adjustable leveling legs, 24"W x 25‐3/8"D x 15‐1/4"H, mounts to undercounter models L‐1X, L‐1X16, 180‐UC/181‐GW, & UC65e 1 cs Open Dishrack (bowl), (case of 6 each) $4,782.45 $920.00 $5,652.27 Sturm Consul ng, Inc.09/30/2022 Aspen Burlingame ECE Land+Shelter Page 4 of 5 112 Aspen Burlingame - Early Childhood Education CenterFOOD SERVICE Item Qty Description Budget TotalBudget Total $39,313.55 07 1 ea WALL MOUNTED RACK & RAIL SHELVES $2,300.00 Custom Model No. CUSTOM Wall Mounted rack & rails shelves 08 7 ea BUSSING UTILITY TRANSPORT CART $1,097.95 Quantum Model No. PC3518‐33 Utility Cart, (2) shelves, 34‐1/4"W x 17‐1/2"D x 32‐1/2"H, 550 lb. capacity, push handle, (4) 5" casters: (2) rigid & (2) swivel, polymer, gray, shipped KD 09 2 ea MOBILE INSULATED FOOD CARTS $2,022.88 Cambro Model No. CUSTOM Mobile insulated food carts 2 ea UPC300158 Ultra Pan Carrier®, front loading, one‐piece poly shell, polyurethane insulation, holds 1/2 & 1/3 & full size pans 2‐1/2" to 8" deep, approximate capacity 36 qt., holds food at safe temperature for 4+ hours, (2) handles, fully removable gasketless door, door opens 270°, labeling area on door, stackable, dishwasher safe, hot red, NSF 2 ea UPC300186 Ultra Pan Carrier®, front loading, one‐piece poly shell, polyurethane insulation, holds 1/2 & 1/3 & full size pans 2‐1/2" to 8" deep, approximate capacity 36 qt., holds food at safe temperature for 4+ hours, (2) handles, fully removable gasketless door, door opens 270°, labeling area on door, stackable, dishwasher safe, navy blue, NSF 2 ea CD300110 Camdolly®, 25‐1/2"L x 19‐1/4"W x 10‐1/2"H (exterior dimensions), load capacity 350 lbs., 5" casters (2 fixed, 2 swivel, 1 with brake), black, NSF 10 1 ea MOBILE BOWL RACK $446.46 Quantum Model No. WIRE Mobile bowl rack 5 ea 1830C Wire Shelf, 30"W x 18"D, 600 ‐ 800 lb. capacity, chrome plated finish, NSF 4 ea P74C Post with Leveling Legs, 74"H, numbered grooves in 1" increments, includes (1) W‐PLI & (1) W‐PLB, chrome plated finish, NSF 4 st WR‐00H Casters, set of (4) 5" swivel (2 with brakes), thermoplastic resin 11 1 ea WORK TABLE, STAINLESS STEEL TOP $600.30 Eagle Group Model No. BPT‐3030SEB BlendPort® Deluxe Series Work Table, 30"W x 30"D, 16/300 stainless steel top, rolled rim edge on front & rear, with square turned down ends, reinforced top, (4) 1‐5/8" dia. stainless steel legs, Uni‐Lok® gussets, 1" adjustable stainless steel bullet feet, stainless steel undershelf with marine edge, NSF (Flyer Net Pricing) Add 5% to 7% to the total for each additional year. $2,300.00 $156.85 $1,011.44 $446.46 $600.30 Sturm Consul ng, Inc.09/30/2022 Aspen Burlingame ECE Land+Shelter Page 5 of 5 113 Aspen Burlingame - Early Childhood Education Center FOOD SERVICE Aspen Burlingame ECE – SD Daylight Analysis 10/7/2022 The following memo evaluates the basis of design of Aspen Burlingame ECE for daylight illumination levels and glare control. This analysis is based on the SD drawings dated 09-16-2022. The basis of design for the glazing is as follows: • Windows: Insulated fiberglass frame with double pane, warm-edge spacer (Assembly: U-0.26, SHGC- 0.37, VT-0.64) [Alpen ZR-3M] Observations and Recommendations The basis of design has adequate daylight illumination levels of ~30-100 footcandles in most of classrooms and common areas during daylight hours. The overhangs provide additional glare control and are most effective at the south façade. There are some spaces that have high daylight levels and in general there are high daylight levels at the perimeter. We recommend the following to improve daylight illumination distribution and reduce daylight illumination levels as these areas. Recommendations: • Consider specifying a glazing with a lower visible transmittance (~55% Tvis) to reduce overall daylight illumination levels in the classrooms and perimeter common areas. (See daylight illumination levels on the following page) • Preschool A, Preschool B, Preschool C: Consider reducing glazing by ~10% at the south façade to reduce daylight illumination levels throughout the day. • Toddler B: Consider reducing glazing by ~10% at the west façade to reduce daylight illumination levels throughout the day. • Infant A: Consider reducing glazing by ~10% at the east façade to reduce daylight illumination levels throughout the day. Daylight Analysis Spaces were modeled in LightStanza software to determine daylight illumination levels, optimal shading strategies, and glazing selections. The target illumination levels for classrooms and common areas are between 30-100 footcandles (FC) at 2’-6” off the finished floor with even distribution to allow electric lights to be in the off position during daylight hours. The following figures show the modeling results for the current design and recommended options. Current Design: Daylight Illumination levels September 21st 9AM First Floor Low Light Levels High Light Levels High Light Levels High Light Levels 114 Aspen Burlingame - Early Childhood Education CenterDAYLIGHT ANALYSIS Second Floor LIGHTSTANZA MODEL - BASIS OF DESIGN SHOWING <20FC IN BLUE, 20-40 FC IN LIGHT BLUE, 40–70 FC IN GREEN, 70-140 FC IN YELLOW, 140-300 FC IN ORANGE AND >300 FC IN RED September 21st 12PM First Floor Low Light Levels High Light Levels High Light Levels High Light Levels High Light Levels High Light Levels Second Floor LIGHTSTANZA MODEL - BASIS OF DESIGN SHOWING <20FC IN BLUE, 20-40 FC IN LIGHT BLUE, 40–70 FC IN GREEN, 70-140 FC IN YELLOW, 140-300 FC IN ORANGE AND >300 FC IN RED September 21st 3PM First Floor Low Light Levels High Light Levels High Light Levels High Light Levels High Light Levels Low Light Levels 115 Aspen Burlingame - Early Childhood Education Center DAYLIGHT ANALYSIS Second Floor LIGHTSTANZA MODEL - BASIS OF DESIGN SHOWING <20FC IN BLUE, 20-40 FC IN LIGHT BLUE, 40–70 FC IN GREEN, 70-140 FC IN YELLOW, 140-300 FC IN ORANGE AND >300 FC IN RED Recommended Design: Daylight Illumination levels • Consider specifying a glazing with a lower visible transmittance (~55% Tvis) to reduce overall daylight illumination levels in the classrooms and perimeter common areas. September 21st 9AM First Floor High Light Levels High Light Levels High Light Levels High Light Levels Second Floor LIGHTSTANZA MODEL - RECOMMENDED DESIGN SHOWING <20FC IN BLUE, 20-40 FC IN LIGHT BLUE, 40–70 FC IN GREEN, 70-140 FC IN YELLOW, 140-300 FC IN ORANGE AND >300 FC IN RED September 21st 12PM First Floor 116 Aspen Burlingame - Early Childhood Education CenterDAYLIGHT ANALYSIS Second Floor LIGHTSTANZA MODEL - RECOMMENDED DESIGN SHOWING <20FC IN BLUE, 20-40 FC IN LIGHT BLUE, 40–70 FC IN GREEN, 70-140 FC IN YELLOW, 140-300 FC IN ORANGE AND >300 FC IN RED September 21st 3PM First Floor Second Floor LIGHTSTANZA MODEL - RECOMMENDED DESIGN SHOWING <20FC IN BLUE, 20-40 FC IN LIGHT BLUE, 40–70 FC IN GREEN, 70-140 FC IN YELLOW, 140-300 FC IN ORANGE AND >300 FC IN RED APPENDIX Daylighting Controls A benefit to optimizing daylight illumination is that electric lighting can be controlled to dim or be turned off throughout the day. It is important to zone the electric lighting layout so that the lighting control system is optimized for daylight control considerations. Further, the system must be set up and programmed correctly before occupancy for the building to see energy savings. The daylight model illumination levels for these areas are between 30-100 footcandles (FC) at 2’-6” off the finished floor which allows the electric lights to be in the OFF position during daylight hours (a significant energy savings). In 2015 IECC there are mandatory requirements for daylight sensors in areas that have vertical or horizontal glazing. Group14 has the following daylight sensor recommendations based on our experience commissioning sensors on projects: • The lighting floorplans should state that a sensor layout with model recommendations must be submitted to the design team during the submittal process for the engineer’s review. Allowing the manufacturer to have design input may reduce issues that come up during setup and commissioning. Typical issues that we have encountered on projects include incorrect coverage pattern selections, sensor placement conflicts, and incorrect sensor technology selections as they relate to the space programming. • Coordinate and specify an illuminance target for each daylight sensor, by occupancy type, on the electrical drawings. • Clearly identify which fixtures each sensor controls on the electrical drawings. • Do not place daylight sensors in front of electric lighting because this lighting interferes with daylight sensing. • Do not locate sensors where they will be obstructed by structural or HVAC equipment because this interferes with their ability to read daylight. • Daylight sensor placement and model number need to be coordinated with building windows and skylights. Manufacturer input is crucial, because the correct location is affected by the daylight sensor technology. • Identify how the electric lighting in the daylight zone is controlled; possible control strategies include fixture dimming to off, multi-level control, or on/off control. • Where local switching is provided, Group14 recommends that it be stated on the electrical drawings that switching shall not disable the daylight sensor. 117 Aspen Burlingame - Early Childhood Education Center DAYLIGHT ANALYSIS Page 1 BURLINGAME ECE & HOUSING SD ENERGY ANAYLSIS October 7, 2022 Burlingame Early Childhood Education and Housing project is located in Aspen, Colorado (ASHRAE Climate Zone 7) and consists of a 13,667 SF childcare center and a 5,538 housing building (4 units). The ECE portion of the project will comply with 2018 IECC via section C407 – Total Building performance, which requires showing 15% annual energy cost savings above the 2018 IECC Standard reference design. The housing portion of the project will comply with 2018 IECC via section R405 – Simulated Performance Alternative. In addition, the project will be designed to be Net Zero (site energy) Ready. RECCOMENDATIONS Recommended Strategy (Net Zero Ready) Annual Energy Cost Site EUI (kBTU/SF) Net-Zero Site PV System Size ECE Early Childhood Education Center - Passive House level air sealing - Suspended film quadruple pane, High solar heat gain glazing [ZR-9H] Fixed: U-0.12, SHGC-0.41 - Reduce lighting power density by 50% below code allowed - Daylighting sensors - Low-flow DHW fixtures (0.35 gpm lav, 1.8 gpm kitchen sink) - DOAS with cold climate heat pump - Min heat pump operating temperature of 17 deg F - Heat pump water heaters $20,900 38 123 kW (12,300 SF) H Housing - Passive House level air sealing - Suspended film quadruple pane, High solar heat gain glazing [ZR-3M] Operable: U-0.26, SHGC-0.29 - Reduce lighting power density by 50% below code allowed - Low-flow DHW fixtures (0.5 gpm lav, 1.8 gpm kitchen sink, 1.75 gpm shower) - Cold Climate Split HP - Heat pump water heaters $7,190 35 48 kW (4,800 SF) • For the ECE the energy model is predicting an EUI ranging from 38-56 kBTU/sf. To be Net Zero site energy a PV system size of 123-185 kW (12,300– 18,500 SF) would be necessary. An EUI savings of 1 kBTU/SF equates to a ~3 kW (300 SF) reduction in the PV system to be Net Zero • For the housing building the energy model is predicting an EUI ranging from 35-54 kBTU/sf. To be Net Zero site energy a PV system size of 48-74 kW (4,800 – 7,400 SF) would be necessary. An EUI savings of 1 kBTU/SF equates to a ~4.5 kW (450 SF) reduction in the PV system to be Net Zero • Large window area at the ECE results in measurable savings from improving glazing. Small window area at the housing results in minimal savings from improving glazing. Page 2 BURLINGAME ECE & HOUSING SD ENERGY ANAYLSIS • Increasing wall and roof insulation beyond basis of design results in minimal energy savings with low payback. Reducing air leakage/infiltration by focusing on connection/air sealing details and air leakage testing results in higher energy savings and reduces PV system size to achieve Net Zero significantly more. • Upgrading to cold climate heat pumps in the units and DOAS reduces energy use/utility costs significantly. SD PROPOSED DESIGN Early Childcare Center Operating Schedule: The ECE is assumed to be open year round M-F from 8AM – 6PM, with reduced occupancy from 6PM – 9 PM (i.e. staff). Envelope • Roof: Wood-framed roof with 10” expanded polystyrene SIPs, R-38 (U-0.026) • Exterior Walls: Wood-framed walls with 10” expanded polystyrene SIPs, R-38 (U-0.026) • Crawl space walls: R-10 • Slab insulation: R-40, 6” polystyrene boards • Fixed Windows: Insulated fiberglass frame with double pane, warm-edge spacer (Assembly: U- 0.26, SHGC-0.37) [Alpen ZR-3M] • Sliding Glass Doors: Fiberglass frame with double pane, high solar heat gain glazing (Assembly U- 0.27, SHGC-0.32) [Alpen ZR-3M] Lighting and Interior Loads o Code allowed lighting power densities assumed in all space types ▪ 0.96 W/SF in classrooms ▪ 0.66 W/SF in corridors ▪ 1.07 W/SF in conference ▪ 0.62 W/SF in breakroom/lounge ▪ 1.06 W/SF in kitchen ▪ 0.93 W/SF in closed office ▪ 0.46 W/SF in storage ▪ 0.85 W/SF in restroom ▪ 0.58 W/SF in stairs ▪ 1.0 W/SF in lobby ▪ 0.43 W/SF in mechanical/electrical o Lighting controls per the 2018 IECC o 600 W exterior lighting power HVAC & DHW o DOAS providing displacement ventilation with heat pump, auxiliary electric resistance heating, DX cooling, and energy recovery. ▪ 10.8 EER, 11.8 IEER cooling | 3.3 COP heating (assumed) ▪ Heat pump operation down to 40 deg F (assumed) ▪ ERV: 50% effectiveness ▪ 4,000 CFM o Variable refrigerant flow fan coil units provide local heating and cooling 118 Aspen Burlingame - Early Childhood Education CenterENERGY ANALYSIS Page 3 BURLINGAME ECE & HOUSING SD ENERGY ANAYLSIS ▪ 12.5 EER cooling | 3.9 COP heating ▪ Heat pump operation down to -22 deg F • Mechanical, and vestibules: Electric unit heaters • DHW: Electric resistance storage water heaters Utility Rates – Holy Cross Energy, General Services – Large, $28/month, $6.11/kW, $0.073/kWh Housing Envelope • Roof: Wood-framed roof with R-49 (U-0.026) • Walls: Wood-framed walls with R-13 cavity + R-10 c.i. (U-0.045) • Floor above parking: • Operable Windows: Insulated fiberglass frame with double pane, warm-edge spacer (Assembly: U- 0.26, SHGC-0.29) [Alpen ZR-3M] Lighting and Interior Loads o Code allowed lighting power densities assumed in all space types ▪ 0.68 W/SF in apartment units ▪ 0.66 W/SF in corridors ▪ 0.58 W/SF in stairs ▪ 1.0 W/SF in lobby ▪ 0.46 W/SF in storage ▪ 0.43 W/SF in mechanical/electrical ▪ 0.14 W/SF in parking garage o Lighting controls per the 2018 IECC o EnergyStar equipment in units HVAC & DHW • Units: FCU with split DX cooling and heat pump heating ▪ SEER 14 cooling | 8.0 HSPF heating ▪ Heat pump operation down to 40 deg F (assumed) ▪ Ventilation air provided through FCU • Stairs, mechanical, and vestibules: Electric unit heaters • DHW: Electric resistance water heaters, individual per unit Utility Rates – Holy Cross Energy, Residential – Small, $12/month, $0.105/kWh Page 4 BURLINGAME ECE & HOUSING SD ENERGY ANAYLSIS EARLY CHILDCARE EDUCATION CENTER Envelope TABLE 1A: ENVELOPE STRATEGIES Strategy Annual Energy Cost Annual Energy Cost Savings Site EUI (kBTU/SF) % Site EUI Savings Reduction in PV System for Net Zero P SD Proposed $20,908 - 55.5 - - E1 Passive House Infiltration $19,901 4.8% 53.3 4.0% 7.1 kW (710 SF) ROOF E2 6.5” Graphite infused polystyrene SIPs (R-28) $21,224 -1.5% 56.1 -1.1% -2.0 kW (-200 SF) E3 6.5” polyurethane SIPs (R-41) $20,761 0.7% 55.0 0.8% 1.4 kW (140) E4 10” Graphite infused polystyrene SIPs (R-45) $20,739 0.8% 55.0 0.9% 1.5 kW (150 SF) E5 12” Graphite infused polystyrene SIPs (R-55) $20,683 1.1% 54.9 1.1% 1.9 kW (190 SF) E6 15” Graphite infused polystyrene SIPs (R-67) $20,644 1.3% 54.8 1.2% 2.2 kW (220 SF) EXTERIOR WALLS E7 4.5” Graphite infused polystyrene SIPs (R-18) $21,116 -1.0% 55.8 -0.6% -1.1 kW (-110 SF) E8 6.5” Graphite infused polystyrene SIPs (R-28) $20,892 0.1% 55.3 0.3% 0.5 kW (50 SF) E9 6.5” polyurethane SIPs (R-41) $20,773 0.6% 55.1 0.7% 1.3 kW (130 SF) E10 10” Graphite infused polystyrene SIPs (R-45) $20,758 0.7% 55.0 0.8% 1.4 kW (140 SF) E11 12” Graphite infused polystyrene SIPs (R-55) $20,701 1.0% 54.9 1.0% 1.8 kW (180 SF) E12 15” Graphite infused polystyrene SIPs (R-67) $20,668 1.1% 54.9 1.1% 2.0 kW (200 SF) WINDOWS E13 High solar heat gain glazing [ZR-3H] Fixed: U-0.27, SHGC-0.58 Doors: U-0.28, SHGC-0.49 $20,894 0.1% 55.6 -0.3% -0.5 kW (-500 SF) 119 Aspen Burlingame - Early Childhood Education Center ENERGY ANALYSIS Page 5 BURLINGAME ECE & HOUSING SD ENERGY ANAYLSIS E14 Suspended film triple pane, High solar heat gain glazing [ZR-6H] Fixed: U-0.18, SHGC-0.48 Doors: U-0.20, SHGC-0.53 $20,560 1.7% 54.8 1.2% 2.1 kW (210 SF) E15 Suspended film quadruple pane, High solar heat gain glazing [ZR-9H] Fixed: U-0.12, SHGC-0.41 Doors: U-0.16, SHGC-0.48 $20,312 2.9% 54.2 2.3% 4.1 kW (410 SF) Lighting & Interior Loads TABLE 3A: LIGHTING AND INTERIOR LOAD STRATEGIES Strategy Annual Energy Cost Annual Energy Cost Savings Site EUI (kBTU/SF) % Site EUI Savings Reduction in PV System for Net Zero P SD Proposed $20,908 - 55.5 - - L1 Reduce lighting power density by 30% below code allowed $19,842 5.1% 52.3 5.8% 10.4 kW (1,400 SF) L2 Reduce lighting power density by 50% below code allowed $19,204 8.2% 50.4 9.2% 16.5 kW (1,650 SF) L3 Daylighting sensors in all perimeter classrooms, lounge, conference room, offices, and lobby $20,042 4.1% 52.8 4.8% 8.5 kW (850 SF) Page 6 BURLINGAME ECE & HOUSING SD ENERGY ANAYLSIS HVAC & DHW TABLE 2A: HVAC & DHW STRATEGIES Strategy Annual Energy Cost Annual Energy Cost Savings Site EUI (kBTU/SF) % Site EUI Savings Reduction in PV System for Net Zero P SD Proposed $20,908 - 55.5 - - M1 Add radiant flooring in classrooms - Air source hydronic heat pump - Min heat pump operating temperature of -22 deg F - COP 3.1 Heated slab insulated with 5.5” batt $20,872 0.2% 55.5 - - M2 Switch Displacement Ventilation to overhead supply, low return $21,509 -2.9% 57.1 -3.0% -5.4 (-540 SF) M3 Tie into Heat pump water heaters (used for Radiant Flooring) -OR- Utilize separate Heat pump water heaters COP 3.5, min operating temperature 35 deg F, vented to electrical room $19,525 6.6% 51.2 7.8% 13.9 kW (1,390 SF) M4 Low-flow DHW fixtures (0.35 gpm lav, 1.8 gpm kitchen sink) $20,014 4.3% 52.8 4.8% 8.6 kW (860 SF) M5 DOAS with cold climate heat pump - Min heat pump operating temperature of 17 deg F $19,886 4.9% 52.6 5.3% 9.4 kW (940 SF) 120 Aspen Burlingame - Early Childhood Education CenterENERGY ANALYSIS Page 7 BURLINGAME ECE & HOUSING SD ENERGY ANAYLSIS HOUSING Envelope TABLE 3B: ENVELOPE STRATEGIES Strategy Annual Energy Cost Annual Energy Cost Savings Site EUI (kBTU/SF) % Site EUI Savings Reduction in PV System for Net Zero P SD Proposed $10,531 - 53.7 - - E1 Passive House Infiltration $9,483 9.9% 47.7 11.2% 8.3 kW (830 SF) ROOF E1 Wood-framed roof with R-55 (U- 0.022) $10,513 0.2% 53.6 0.2% 0.1 kW (10 SF) E2 Wood-framed roof with R-60 (U- 0.017) $10,482 0.5% 53.4 0.5% 0.4 kW (40 SF) E3 Wood-framed roof with R-71 (U- 0.015) $10,470 0.6% 53.3 0.7% 0.5 kW (50 SF) E4 Wood-framed roof with R-82 (U- 0.013) $10,399 1.3% 52.9 1.4% 1.0 kW (100 SF) E5 Wood-framed roof with R-93 (U- 0.011) $10,396 1.3% 52.9 1.4% 1.1 kW (110 SF) EXTERIOR WALLS E6 Wood-framed walls with R-21 cavity + R-10 c.i. (U-0.038) $10,420 1.1% 53.1 1.2% 0.9 kW (90 SF) E7 Wood-framed walls with R-21 cavity + R-15 c.i. (U-0.030) $10,268 2.5% 52.2 2.8% 2.1 kW (210 SF) E8 Wood-framed walls with R-21 cavity + R-20 c.i. (U-0.026) $10,199 3.2% 51.8 3.5% 2.6 kW (260 SF) WINDOWS E12 High solar heat gain glazing [ZR-3H] Operable: U-0.27, SHGC-0.45 $10,592 -0.6% 54.0 -0.7% -0.4 kW (-40 SF) E14 Suspended film triple pane, High solar heat gain glazing [ZR-6H] Operable: U-0.20, SHGC-0.38 $10,531 - 53.7 - - E15 Suspended film quadruple pane, High solar heat gain glazing [ZR-9H] Fixed: U-0.16, SHGC-0.32 $10,546 -0.1% 53.8 -0.2% -0.1 kW (-10 SF) Page 8 BURLINGAME ECE & HOUSING SD ENERGY ANAYLSIS Lighting & Interior Loads TABLE 3B: LIGHTING AND INTERIOR LOAD STRATEGIES Strategy Annual Energy Cost Annual Energy Cost Savings Site EUI (kBTU/SF) % Site EUI Savings Reduction in PV System for Net Zero P SD Proposed $10,531 - 53.7 - - L1 EnergyStar appliances $10,228 2.9% 52.0 3.2% 2.4 kW (240 SF) L2 Reduce lighting power density by 30% below code allowed $10,452 0.7% 53.2 0.8% 2.6 kW (260 SF) L3 Reduce lighting power density by 50% below code allowed $10,429 1.0% 53.1 1.1% 4.4 kW (440 SF) HVAC & DHW TABLE 4B: HVAC & DHW STRATEGIES Strategy Annual Energy Cost Annual Energy Cost Savings Site EUI (kBTU/SF) % Site EUI Savings P SD Proposed $10,531 - 53.7 - - M1 Cold Climate split heat pump - SEER 19 - HSPF 11 - Min heat pump operating temperature of 5 deg F $9,895 6.0% 50.1 6.8% 5.0 kW (500 SF) M2 In-unit energy recovery ventilators (60% effectiveness) $10,212 3.0% 51.9 3.4% 2.5 kW (250 SF) M3 Heat pump water heaters COP 3.5, min HP operating temperature of 35 deg F, vented into unit $9,803 6.9% 49.5 7.8% 5.8 kW (580 SF) M4 Low-flow DHW fixtures (0.5 gpm lav, 1.8 gpm kitchen sink, 1.75 gpm shower) $9,981 5.2% 50.5 5.9% 4.4 kW (440 SF) Energy Smart Colorado – Holy Cross Rebates • Currently offer rebates for existing residential living spaces for beneficial electrification and energy efficiency upgrades • Continue to monitor for new construction rebates 121 Aspen Burlingame - Early Childhood Education Center ENERGY ANALYSIS = input = calculation 10 Category Sub.Measure Number Question Answer Points 1 Does the project propose a detached sidewalk where an attached sidewalk currently exists? Does the proposed sidewalk and buffer meet standard minimum widths? Yes 5 2 Is the proposed effective sidewalk width greater than the standard minimum width?Yes 5 3 Does the project propose a landscape buffer greater than the standard minimum width?No 0 10 4 Does the project propose a detached sidewalk on an adjacent block? Does the proposed sidewalk and buffer meet standard minimum widths? No 0 5 Is the proposed effective sidewalk width on an adjacent block greater than the standard minimum width?No 0 6 Is the proposed landscape buffer on an adjacent block greater than the standard minimum width?No 0 0 7 Are slopes between back of curb and sidewalk equal to or less than 5%?Yes 0 8 Are curbs equal to (or less than) 6 inches?Yes 0 9 Is new large-scale landscaping proposed that improves the pedestrian experience? Properties within the Core do not have ample area to provide the level of landscaping required to receive credit in this category. No 0 10 Does the project propose an improved crosswalk? This measure must get City approval before receiving credit. No 0 0 11 Are existing driveways removed from the street?No 0 12 Is pedestrian and/or vehicle visibility unchanged by new structure or column?Yes 0 13 Is the grade (where pedestrians cross) on cross-slope of driveway 2% or less?Yes 0 14 Does the project propose enhanced pedestrian access points from the ROW? This includes improvements to ADA ramps or creating new access points which prevent pedestrians from crossing a street. No 0 15 Does the project propose enhanced pedestrian or bicyclist interaction with vehicles at driveway areas?No 0 0PedestriansTOTAL NUMBER OF TRIPS MITIGATED:Pedestrian RoutesDriveways, Parking, and Access ConsiderationsMMLOS Input Page Subtotal SubtotalSidewalk Condition on Adjacent BlocksSidewalk Condition on Project FrontageSubtotal Instructions: Answer Yes, No, or Not Applicable to each measure under the Pedestrian, Bike and Transit sections. Subtotal 16 Is the project's pedestrian directness factor less than 1.5?No -5 17 Does the project propose new improvements which reduce the pedestrian directness factor to less than 1.2? A site which has an existing pedestrian directness factor less than 1.2 cannot receive credit in this category. No 0 18 Is the project proposing an off site improvement that results in a pedestrian directness factor below 1.2?* No 0 19 Are traffic calming features proposed that are part of an approved plan (speed humps, rapid flash)?*No 0 -5 20 Are additional minor improvements proposed which benefit the pedestrian experience and have been agreed upon with City of Aspen staff? No 0 21 Are additional major improvements proposed which benefit the pedestrian experience and have been agreed upon with City of Aspen staff? No 0 0 5PedestriansSubtotalAdditional Proposed ImprovementsTraffic Calming and Pedestrian NetworkSubtotal Pedestrian Total* 122 Aspen Burlingame - Early Childhood Education CenterTRAFFIC NARRATIVE Category Sub.Measure Number Question Answer Points 22 Is a new bicycle path being implemented with City approved design?No 0 23 Do new bike paths allow access without crossing a street or driveway?No 0 24 Is there proposed landscaping, striping, or signage improvements to an existing bicycle path?No 0 25 Does the project propose additional minor bicycle improvements which have been agreed upon with City of Aspen staff?No 0 26 Does the project propose additional major bicycle improvements which have been agreed upon with City of Aspen staff?No 0 0 Bicycle Parking27 Is the project providing bicycle parking?Yes 5 5 5 Category Sub.Measure Number Question Answer Points 28 Is seating/bench proposed?No 0 29 Is a trash receptacle proposed?No 0 30 Is transit system information (signage) proposed?No 0 31 Is shelter/shade proposed?No 0 32 Is enhanced pedestrian-scale lighting proposed?No 0 33 Is real-time transit information proposed?No 0 34 Is bicycle parking/storage proposed specifically for bus stop use?No 0 35 Are ADA improvements proposed?No 0 0 36 Is a bus pull-out proposed at an existing stop?No 0 37 Is relocation of a bus stop to improve transit accessibility or roadway operations proposed?No 0 38 Is a new bus stop proposed (with minimum of two basic amenities)?No 0 0 0TransitBasic AmenitiesSubtotal Subtotal Enhanced AmenitiesSubtotal Subtotal Bicycles Total* Transit Total*BicyclesModifications to Existing Bicycle PathsCategory Measure Number Sub. Question Answer Strategy VMT Reductions Will an onsite ammenities strategy be implemented?No Which onsite ammenities will be implemented? Will a shared shuttle service strategy be implemented?No What is the degree of implementation? What is the company size? What percentage of customers are eligible? 3 Nonmotorized Zones Will a nonmotorized zones strategy be implemented?No 0.00% 0.00% Category Measure Number Sub. Question Answer Strategy VMT Reductions Will a network expansion stragtegy be implemented?No What is the percentage increase of transit network coverage? What is the existing transit mode share as a % of total daily trips? Will a service frequency/speed strategy be implemented?No What is the percentage reduction in headways (increase in frequency)? What is the existing transit mode share as a % of total daily trips? What is the level of implementation? Will a transit access improvement strategy be implemented?No What is the extent of access improvements? 7 Intercept Lot Will an intercept lot strategy be implemented?0.00% 0.00% Category Measure Number Sub. Question Answer Strategy VMT Reductions Will there be participation in TOP?No What percentage of employees are eligible? Is a transit fare subsidy strategy implemented?No What percentage of employees are eligible? What is the amount of transit subsidy per passenger (daily equivalent)? Is an employee parking cash-out strategy being implemented?No What percentage of employees are eligible? Is a workplace parking pricing strategy implemented?No What is the daily parking charge? What percentage of employees are subject to priced parking? Is a compressed work weeks strategy implemented?No What percentage of employees are participating? What is the workweek schedule? Is an employer sponsered shuttle program implemented?No What is the employer size? What percentage of employees are eligible? Is a carpool matching strategy implemented?No What percentage of employees are eligble? Is carshare participation being implemented?No How many employee memberships have been purchased? What percentage of employees are eligble? Is participation in the bikeshare program WE-cycle being implemented?No How many memberships have been purchased? What percentage of employees/guests are eligble? Is an end of trip facilities strategy being implemented?No What is the degree of implementation? What is the employer size? Is a self-funded emergency ride home strategy being implemented?No What percentage of employees are eligible? Is a carpool/vanpool priority parking strategy being implemented?No What is the employer size? What number of parking spots are available for the program? Is a private employer shuttle strategy being implemented?No What is the employer size? What percentage of employees are eligible? Is a trip reduction marketing/incentive program implemented?No What percentage of employees/guests are eligible? 0.00% 0.00% 0.00% 1. 22% work trips represents a mixed-used site (SF Bay Area Travel Survey). See Assumptions Tab for more detail. 21 16 17 18 19 20 11 12 13 14 15 Participation in TOP Transit Fare Subsidy Employee Parking Cash-Out Workplace Parking Pricing Compressed Work Weeks Employer Sponsored Vanpool Carpool Matching Carshare Program Self-funded Emergency Ride Home Carpool/Vanpool Priority Parking Private Employer Shuttle Trip Reduction Marketing/Incentive Program End of Trip Facilities Cross Category Maximum Reduction, Neighborhood and Transit Global Maximum VMT Reductions TDM Input Page 0.00% 0.00% 0.00%Commute Trip Reduction Programs StrategiesOnsite Servicing Shared Shuttle Service Neighborhood/Site Enhancements Strategies0.00% 0.00% Network Expansion Service Frequency/Speed Transit Access Improvement Maximum Reduction Allowed in Category 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% Bikeshare Program 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% Maximum Reduction Allowed in Category Maximum Reduction Allowed in CategoryTransit System Improvements Strategies1 2 4 5 6 8 9 10 Instructions TDM: Choose the mitigation measures that are appropriate for your project. Proposed TDM or MMLOS measures should be new and/or an improvement of existing conditions. A project will not receive credit for measures already in place. Proposed TDM or MMLOS measures should also make sense in the context of project location and future use. 123 Aspen Burlingame - Early Childhood Education Center TRAFFIC NARRATIVE DATE: PROJECT NAME: PROJECT ADDRESS: APPLICANT CONTACT INFORMATION: NAME, COMPANY, ADDRESS, PHONE, EMAIL Peak Hour Max Trips Generated MMLOS TDM Total Trips Mitigated AM 78.3 10 0.00 10.00 68.25 The net trips to be mitigated is greater than 0. The project shall propose additional mitigation measures. A minimum of five TDM measures must be utilized for major projects. Please return to Sheet "3. TDM" and select a minimum of five measures. An existing detached sidewalk apprxoimately 10' wide runs on the west side of Harmony Lane. This sidewalk will be preserved. A north sidewalk will be extended across the northern property boundary. Include any additional information that pertains to the MMLOS plan in the space provided below. Enter Text Here TDM Include any additional information that pertains to the TDM plan in the space provided below. Project Description In the space below provide a description of the proposed project. The proposed project is a 100 Student Early Childhood Education Center, with up to 7 units of affordable/workforce housing. Presently, 4 housing units are proposed, but this number may increase. The facility is located near the Burlingame development, and will be available to all families both within and outside of the Burlingame area. MMLOS In the space provided call out the effective sidewalk width and the percentage of the site which meets or exceeds the minimum standard width. Explain the site constraints for areas which do not meet the minimum width. Click on the "Generate Narrative" Button to the right. Respond to each of the prompts in the space provided. Each response should cover the following: 1. Explain the selected measure. 2. Call out where the measure is located. 3. Demonstrate how the selected measure is appropriate to enhance the project site and reduce traffic impacts. 4. Explain the Enforcement and Financing Plan for the selected measure. 5. Explain the scheduling and implementation responsibility of the mitigation measure. 6. Attach any additional information and a site map to the narrative report. Greg Schroeder McDowell Engineer 241 Broadway #202, Eagle CO 81631 970.948.1376 gregwschroeder@gmail.com Summary and Narrative: Narrative: 10/5/2022 Aspen Burlingame ECE and Affordable Housing SW Corner of Forge Road and Harmony Road Trip Generation SUMMARY Trip Mitigation NET TRIPS TO BE MITIGATED Enter Text Here Scheduling and Implementation Responsibility of Mitigation Measures Provide an overview of the scheduling and implementation responsibility for the proposed transportation mitigation measures. Enter Text Here Monitoring and Reporting Provide a monitoring and reporting plan. Refer to page 17 in the Transportation Analysis Guidelines for a list of monitoring plan requirements. Components of a Monitoring and Reporting Plan should include (1) Assessment of compliance with guidelines, (2) Results and effectiveness of implemented measures, (3) Identification of additional strategies, and (4) Surveys and other supporting data. 2% Slope at Pedestrian Driveway Crossings Bicycle Parking Enforcement and Financing Provide an overview of the Enforcement and Financing plan for the proposed transportation mitigation measures. Enter Text Here Because the facilitiy is for Early Childhood Education, the majority of trips will be by passenger vehicles. MMLOS Site Plan Requirements Include the following on a site plan. Clearly call out and label each measure. Attach the site plan to the TIA submittal. Sidewalk Width and Buffer Width Slopes Between Back of Curb and Sidewalk 124 Aspen Burlingame - Early Childhood Education CenterTRAFFIC NARRATIVE THIS PAGE INTENTIONALLY LEFT BLANK 125 Aspen Burlingame - Early Childhood Education Center 126 CUMMING | Denver www.ccorpusa.com 88 INVERNESS CIR E BUILDING G, SUITE 101 • ENGLEWOOD • COLORADO • 80112 PHONE: 303-771-0396 • FAX: 303-948-7230 Prepared for City of Aspen Burlingame Childcare Center Schematic Design November 11, 2022 22-00762.00 Insert Image of Project Burlingame Childcare Center Aspen, CO Project # 22-00762.00 Schematic Design 11/11/22 1.1 Introduction 1.2 Project Schedule Start Finish Duration Jul-23 Oct-24 16 months 1.3 Key Assumptions & Exclusions - Quantity Take Off Per SD Drawings Dated 10.24.22 Key Assumptions Key Exclusions - CM@Risk - Project Soft Costs - Single Phase Construction - AV Equipment - Alternates Per SD Drawings Dated 10.24.22 - Builiding Permit Fees and Use Taxes Construction EXECUTIVE SUMMARY This estimate has been prepared, pursuant to an agreement between City of Aspen and Cumming, for the purpose of establishing a probable cost of construction at the schematic design stage. The project scope encompasses new child care center in Aspen, CO with associated parking and sitework. Prepared by Page 2 of 3 Aspen Burlingame - Early Childhood Education CenterCOST ESTIMATE 127 Burlingame Childcare Center Aspen, CO Project # 22-00762.00 Schematic Design 11/11/22 Element Low Medium High Hillside Building $19,384,141 $20,404,359 $21,832,664 Hillside Sitework $5,167,436 $5,439,407 $5,820,165 Total Estimated Current Construction Cost Hillside $24,551,577 $25,843,766 $27,652,829 Escalation to MOC, 02/15/24 7.17%$1,759,611 $1,852,222 $1,981,877 Total Estimated Construction Cost with Escalation Hillside $26,311,188 $27,695,988 $29,634,707 Alternates Total ADD $444,000 DEDUCT ($500,000) ADD $115,000 ADD $252,000 DEDUCT ($100,000) Alternate 6 - Provide VRF System With High Supply / Low Return In Lieu of Base Narrative DEDUCT ($1,510,000) DEDUCT ($520,000) Alternate 8 - Conventional Stick Framing Verses SIPS at ECE Center DEDUCT ($650,000) Alternate 9 - Parallel Parking on Harmony Road to Remain As Is DEDUCT ($6,000) Alternate 10 - Remove Carports From Base Scope DEDUCT ($920,000) Alternate 7 - Remove Crawl Space and Insulation and Provide SOG with R-40 Insulation Below. Ground Floor Finish to Be Polished Concrete SUMMARY Alternate 5 - Reduce Overall Window Quantity by 10% Alternate 1 - Provide Additional 2,600 SF of PV Panels on North Facing Roof, 640 SF of Panels on North Side Dormers, With An Additional System Size of 105 kw Alternate 2 - Provide Radiant Flooring, Heat Only | Provide TJI Floors with Polished Concrete Topping In Lieu of CLT Floors | Provide Additional Insulation Under Ground Level Floor to R-5.5 Alternate 3 - Provide SIP Panels in Thickness as Shown in Design Documents with GPS Insulation (Graphite-Enhanced Polystyrene) Alternate 4 - Provide Permeable Pavers, Approximately 4,675 SF In Lieu of Asphalt Paving in Parking Stalls Prepared by Page 3 of 3 Burlingame Childcare Center Aspen, CO Project # 22-00762.00 Schematic Design 11/18/22 Element Low Medium High Hillside - Housing $6,175,217 $6,500,228 $6,955,244 Escalation to MOC, 02/15/24 7.17%$442,578 $465,871 $498,482 Total Estimated Construction Cost - Hillside Housing $6,617,794 $6,966,099 $7,453,726 Hillside ECE $13,208,924 $13,904,131 $14,877,420 Escalation to MOC, 02/15/24 7.17%$946,683 $996,509 $1,066,264 Total Estimated Construction Cost - Hillside ECE $14,155,608 $14,900,640 $15,943,684 Hillside Sitework $5,167,436 $5,439,407 $5,820,165 Escalation to MOC, 02/15/24 7.17%$370,350 $389,842 $417,131 Total Estimated Construction Cost - Sitework $5,537,786 $5,829,249 $6,237,296 Total Estimated Construction Cost - Hillside $26,311,188 $27,695,988 $29,634,707 SUMMARY Prepared by Page 1 of 1 Aspen Burlingame - Early Childhood Education Center COST ESTIMATE