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HomeMy WebLinkAboutPOWERHOUSE 2 - PDP220006 - SUBMITTAL DOCUMENTS - ROUND 3 - RESPONSE TO STAFF REVIEW COMMENTS 1 Community Development and Neighborhood Services 281 North College Avenue PO Box 580 Fort Collins, CO 80522 970.221.6689 970.224.6134 - fax fcgov.com/developmentreview July 29, 2022 Roger Sherman BHA Design 111 S Meldrum, Suite 110 Fort Collins, CO 80525 RE: Powerhouse 2, PDP220006, Round Number 2 Please see the following summary of comments from City staff and outside reviewing agencies for your submittal of Powerhouse 2. If you have questions about any comments, you may contact the individual commenter or direct your questions through your Development Review Coordinator, Brandy Bethurem Harras via phone at 970-416-2744 or via email at bbethuremharras@fcgov.com. Comment Summary: Department: Development Review Coordinator Contact: Brandy Bethurem Harras, 970-416-2744, bbethuremharras@fcgov.com Topic: General Comment Number: 1 04/29/2022: INFORMATION: I will be your primary point of contact throughout the development review and permitting process. If you have any questions, need additional meetings with the project reviewers, or need assistance throughout the process, please let me know and I can assist you and your team. Please include me in all email correspondence with other reviewers and keep me informed of any phone conversations. Thank you! Response: Understood. Thank you. Comment Number: 2 04/29/2022: INFORMATION: As part of your resubmittal, you will respond to the comments provided in this letter. This letter is provided to you in Microsoft Word format. Please use this document to insert responses to each comment for your submittal, using a different font color. When replying to the comment letter please be detailed in your responses, as all comments should be thoroughly addressed. Provide reference to specific project plans or explanations of why comments have not 2 been addressed, when applicable, avoiding responses like noted or acknowledged. Response: Understood. Thank you. Comment Number: 3 06/29/2022: FOR RESUBMITTAL - UPDATED: I updated the file names for round 2 review - Please name files, PLAN NAME_Powerhouse 2_PDP_Rd3.pdf i.e., Utility Plan_Powerhouse 2_PDP_Rd3.pdf for the next round. Please do not separate the files into individual folder types for the next submittal. Thank you Response: Thank you for updating the file names in the 2nd round. Files names for this submittal are in the correct format. 04/29/2022: INFORMATION: Please follow the Electronic Submittal Requirements and File Naming Standards found at https://www.fcgov.com/developmentreview/files/electronic submittal requirements and file naming standards_v1_8 1 19.pdf?1566857888. File names should begin with the file type, followed by the project information, and round number. Example: UTILITY PLANS_PROJECT NAME_PDP_Rd2.pdf File type acronyms maybe appropriate to avoid extremely long file names. Example: TIS for Traffic Impact Study, ECS for Ecological Characterization Study. *Please disregard any references to paper copies, flash drives, or CDs. Comment Number: 5 04/29/2022: INFORMATION: Resubmittals are accepted any day of the week, with Wednesday at noon being the cut-off for routing the same week. When you are ready to resubmit your plans, please notify me with as much advanced notice as possible. Response: Understood. Thank you. Comment Number: 7 04/29/2022: INFORMATION: Please resubmit within 180 days, approximately 6 months, to avoid the expiration of your project. (LUC 2.211 Lapse, Rounds of Review). Response: Understood. Thank you. Comment Number: 8 04/29/2022: FOR HEARING: All "For Hearing" comments need to be addressed and resolved prior to moving forward with scheduling the Hearing. Staff will need to agree the project is ready for Hearing approximately 3 to 5 weeks prior to the hearing. Response: Understood. Thank you. Comment Number: 9 04/29/2022: FOR HEARING: This proposed project is processing as a Type 2 Development Plan. The decision maker for Type 2 is the Planning and Zoning (P&Z) Commission. For the hearing, we will formally notify surrounding property owners within 800 feet (excluding public right-of-way and publicly owned open space). Staff will need to agree the project is ready for Hearing approximately 3-5 weeks prior to the hearing. Response: Understood. Thank you. Comment Number: 10 07/26/2022: INFORMATION: 3 ANY project that requires four or more rounds of review would be subject to an additional fee of $3,000.00. Response: Understood. Thank you. Department: Engineering Development Review Contact: Tim Dinger, , tdinger@fcgov.com Topic: General Comment Number: 1 07/27/2022: FOR HEARING - UPDATED: Please see redlines for additional plan comments. Response: All redlines have been addressed. Please see separate pdf responses. 05/16/2022: FOR HEARING: Please see redlines for additional plan comments. Comment Number: 8 07/07/2022: FOR FINAL PLAN - UPDATED: Please submit ROW vacation documentation (application form, legal description, exhibit/sketch, letter of request) with the first FDP submittal. 05/18/2022: FOR FINAL PLAN: Response: Documents will be submitted with FDP, as required. We are requiring E Vine Drive to have a minimum of 42 feet of right-of-way (ROW) on the north side of the road. If you are seeking to vacate ROW on the west end of E Vine Dr. to reduce the total ROW from 50 feet to 42 feet, ROW vacation information can be found at https://www.fcgov.com/engineering/devrev. Comment Number: 9 07/07/2022: FOR HEARING: Please include the crosswalk across E. Vine Drive with the next submittal. The Developers of this property will be responsible for the installation of this crosswalk, including the Rectangular Rapid-Flashing Beacons (RRFB), since the minimum "level of service" (LOS) for this crosswalk requires the RRFB's. Response: The raised crosswalk and flashers are now included. Comment Number: 10 07/26/2022: FOR HEARING: "NO PARKING OVERNIGHT" signs will be required for the on-street parallel parking. Due to the floodplain extending into Vine Drive, vehicles are considered "floatables” and are prohibited from parking overnight. Response: The requested signs have been added. Comment Number: 11 07/27/2022: FOR FINAL: The storm sewer outlet pipe that crosses Vine Drive to the south does not meet the minimum depth requirement for utilities as stated in LCUASS. Please provide a variance request for this pipe if you cannot meet the minimum depth of 2.0 feet. The variance request should include a structural analysis of the pipe, signed and sealed by a professional geotechnical engineer registered in the state of Colorado. The variance request must be completed prior to final plan approval. Once the variance request is approved, it must be listed under note #48 in the general notes on sheet CS2. Response: The requested variance will be provided as part of final design and noted on the cover sheet. 4 Comment Number: 12 07/27/2022: FOR HEARING: A concrete gutter pan should be constructed along the flowline of Vine drive adjacent to the on-street parking. Asphalt paving does not perform well when it is often inundated with flowing water and degrades much faster than concrete under freeze/thaw conditions. Response: The on-street parking spaces are now specified to be concrete, with a pan adjacent to the asphalt travel lanes and in line with the “typical” curb/gutter location. Comment Number: 13 07/27/2022: FOR HEARING: On sheet 1, the cross section for the portion of Vine Drive that has the on-street parking is inaccurate. The sidewalk is outside of the ROW in these areas, and the ROW width is not 99'. Please revise. Response: The typical section has been updated. Department: Traffic Operation Contact: Nicole Hahn, 970-221-6820, nhahn@fcgov.com Topic: General Comment Number: 2 07/26/2022: FOR HEARING: A bike and pedestrian RRFB crossing is recommended in the traffic study near the intersection of Vine and Jerome, and we concur with this recommendation and would like to see this installed with the development. We appreciate the ongoing design coordination and are available to discuss in more detail. Response: The raised crosswalk and beacons are now shown in the plans. Please note that we would like to continue the discussion about oversizing/cost sharing for these improvements since they are part of a larger regional trail network and are not required because of this project’s impacts. Comment Number: 3 07/26/2022: FOR HEARING: Please see updated redlines. Response: The project team has requested the redlines numerous times but to date have not received them. 05/17/2022: FOR HEARING: See redlines for additional comments and clarifications. Comment Number: 6 07/26/2022: FOR HEARING Please coordinate with the owners of the adjacent proposed development (Jerome Street Station) regarding the ditch crossing that you show on your plans. We believe that a crossing here would be very beneficial to both projects and the area. Response: As noted previously, the crossing of the ditch is no longer sought by either the Powerhouse or Jerome projects due to the cost implications. In discussions with staff, it appears that the required connection is the City trail on the east side of the project, along Jerome. We are aware that the connection would be nice to have, and have provided grading and easements that will allow for the connection in the future if funding sources are identified by the City. Comment Number: 8 05/17/2022: FOR HEARING: Please be sure to follow all LCUASS guidelines for design and layout of the proposed City regional trail on this site. Specifically make sure that drive 5 crossings, signing/striping, widths, etc. are in line with City standards. Response: The plans reflect our understanding of the requirements listed. Comment Number: 9 05/17/2022: FOR HEARING: These plans should be showing all improvements recommended/warranted in the TIS. This includes a pedestrian crossing treatment at Jerome/Vine. Please provide a recommended solution for staff to evaluate. This may also take some coordination with the City regarding the interim improvements at this intersection to ensure what is proposed will work with those improvements. Response: The intersection improvements are shown in our package and have been coordinated with the various City departments. Comment Number: 10 05/17/2022: FOR HEARING: I believe that this project will require an access permit from CDOT. The applicant should be working with CDOT on this application, along with the proposed College Ave. access that may conflict with the CDOT long range access control plan for this area. Response: Since the only access to College is a gated emergency access, CDOT has indicated that an access permit will not be needed. Comment Number: 11 07/26/2022: FOR FINAL PLAN: Please provide a signing and striping plan in the utility plan set. Response: Signage and striping plans will be submitted with Final Plans. Department: Stormwater Floodplain Contact: MARSHA HILMES-ROBINSON, MHILMESROBINSON@fcgov.com Topic: Drainage Report Comment Number: 19 08/02/2022: FOR HEARING - REVISED: For discussing the Whitewater Park LOMR in the drainage report, see comments regarding the Plat and documenting the Whitewater Park LOMRs case numbers and dates. Response: The case numbers and dates have been added/updated as needed. 05/16/2022: FOR HEARING: Please discuss the Whitewater Park LOMR and subsequent corrected LOMR. Please use an updated floodplain map from the latest LOMR. Comment Number: 30 08/01/2022: FOR HEARING: Drainage Report - Please correct floodplain notes and Figure 5 based on comments on the plans. Response: The report has been updated. Topic: Floodplain Comment Number: 3 05/16/2022: FOR FINAL PLAN: Elevation of all items that require flood protection must be shown on the plan. Items to include: Transformer, Yards, EV Charging stations, Solar panel 6 components, monument signs, elevator, HVAC, Geothermal tank, other electrical and mechanical, etc.. Include specific elevations for each. Response: A generic section showing minimum elevations is provided on the flood exhibit, and spot elevations are shown on the edges of all concrete pads that will support the items mentioned. Items that will be mounted, such as charging stations, will be detailed during final design. Comment Number: 4 05/16/2022: FOR FINAL PLAN: Include a table that has the following information for each item - Effective BFE, RFPE, structure elevation, and freeboard. If floodproofed instead of elevated (Ex. Geothermal tank), then please note how and who will certify. Response: The requested table is included on the flood exhibit as well as in the drainage report. Comment Number: 5 08/01/2022: FOR HEARING - UNRESOLVED: The yard elevations must be shown on the Floodplain plan. Response: Some spot elevations are shown on the Floodplain plan, however, we recommend that the spot elevations that are shown on the grading plan be used to verify elevations, as these plans are far more comprehensive than the floodplain exhibit. 05/16/2022: FOR HEARING: The yards must meet the freeboard if they are to be storing tanks. Currently the elevations are as low as 68.1. I believe Effective RFPE is 4968.46 from Greg Koch’s calc in the no-rise memo. Therefore, it does not meet the freeboard. See Grading plans, but this information needs to be shown on the Floodplain plan, as well. Response: Please refer to the grading plan spots to see current pad elevations. The minimum elevation in the service yards is 68.73, with most areas higher than that. Comment Number: 6 08/01/2022: FOR HEARING - UPDATED: The figure in the bottom right on the Floodplain Plan is not correct. Please put the actual finished floor elevation for item C in the table. Label the RFPE on the figure. Response: The detail has been updated. 05/16/2022: FOR HEARING: The figure in the bottom right is not correct and incomplete. This is not a mixed-use building. Also all mechanical and electrical must be elevated to 24” above BFE. Comment Number: 9 05/16/2022: INFORMATION ONLY: Note 5 – We can discuss how many floodplain permits will be required. Response: Ok. Comment Number: 11 05/16/2022: FOR FINAL PLAN: Note 7 – We need to discuss how to deal with construction equipment and materials because the no floatables also applies to the Poudre River flood Fringe not just the floodway. Let’s discuss timing of construction, storage options, etc. Response: Will be discussed at appropriate time before Final. Comment Number: 12 05/16/2022: FOR HEARING - UPDATED: Note 9 – Separate elevation certificates will be required for each of the storage yards in addition to the floodway. Other components (generator, elevator, EV 7 Charging stations, solar panel equipment, geothermal, etc.) will also be required to be surveyed to show they are above the regulatory flood protection elevation prior to issuance of the CO. Floodproofing is an alternative. Please include details for each element. Response: We agree to conduct surveys of the storage yards and will produce elevation certificates accordingly. Details will be provided as equipment is identified and will be included with elevation certificates at end of project.. Comment Number: 15 05/16/2022: FOR HEARING: Please include a note about the elevator and design will conform with Technical Bulletin 4-93. Show detail for elevator. Response: All elevators installed below the RFPE will comply with FEMA NFIP Technical Bulletin 4 / June 2019 and the 2021 IBC. Elevators will be traction type. Elevator pits below the Base Flood Elevation will contain a float switch to prevent the elevator cab from descending into floodwater. The building’s ground floor level will be at or above RFPE and therefore all elevator equipment rooms will also be above RFPE. Elevator controls will be placed above the flood protection level or protected with flood damage-resistant components. Electrical equipment installed below the RFPE will be inside a NEMA 4-rated enclosure for water resistance. Elevator shafts/enclosures will be designed to resist hydrostatic, hydrodynamic, and debris impact forces, as well as erosion. Back-up power and fire recall switches will be installed. Comment Number: 16 05/16/2022: FOR HEARING: Please include a note regarding prohibition of critical facilities and specifically call out schools, after school programs/daycamps for K-12. Will need to add info about variance for hazardous materials when/if that is approved. Response: A note has been added. Comment Number: 21 05/16/2022: Discuss compliance with Floodplain criteria – Ex. elevation (table from on plans), floatable materials and anchoring, ERPP, geothermal components and floodproofing, etc. Response: Numerous notes and updates have been added to the plans. If there is something you are specifically looking for beyond what has been provided, please let us know. Comment Number: 26 08/01/2022: FOR HEARING: Modify Note 10 to include a note regarding all items that will be elevated to the RFPE: Transformer, Yards, EV Charging stations, Solar panel components, elevator, HVAC, Emergency Vehicle Access Gate, other electrical and mechanical, etc.. Include any details from the Response to Comments Response: The note has been updated. Details will be provided as equipment is identified and will be included with elevation certificates at end of project. Anchoring details will be included in the construction drawings used for issuance of the permit. Comment Number: 27 08/01/2022: FOR HEARING: Note 11 - Please add a statement that anchoring details will be supplied at the time of the floodplain use permit. Response: A note has been added/updated. Comment Number: 28 8 08/01/2022: FOR HEARING: Note 12 – Please add details from Response to Comments regarding various elevator components. Details will be required as part of final plans and Floodplain Use Permit Response: The note has been updated. See attached document for elevator sections and details.) Comment Number: 29 08/01/2022: FOR HEARING: Include a note regarding Yards and the design components (walls, gates, etc.) as described in the Response to Comments. Details must be shown on final plans and with floodplain use permit. Response: Details will be included in the Construction Documents at the time of issuance of building permit and flood plain use permit. Topic: Plat Comment Number: 1 08/01/2022: FOR HEARING - UPDATED/UNRESOLVED: The note on the plat needs to reference the Whitewater Park LOMRs as the source of the floodplain linework in addition to the Original Map panel. Please include the FEMA Case number and effective date of the LOMRs. There are two LOMRs - the second one corrected the zoning for the islands on the map. The map is not clear that the entire site is in the 100-year floodplain - it seems to show the island is the part that is in. Please clarify through notes about the areas that are in the various Floodplain Zones. Also, the Zone X Shaded is due to the 500-year floodplain not due to levee. Response: The various drawings/plat have been updated. 05/16/2022: FOR HEARING: The floodplain line is not correct. Please see Poudre Whitewater Park LOMR and subsequent corrected LOMR (to fix the islands) for the most up to date linework. Please include a note with the map panel info. Department: Stormwater Engineering Contact: Heather McDowell, 970-224-6065, hmcdowell@fcgov.com Topic: General Comment Number: 4 07/26/2022: FOR HEARING - UPDATED: There is an LID & WQ Treatment Table now provided in the LID Summary section of the report. This provides volume information for both raingardens and the extended detention basin. Instead, please just include the same table from the that is included on the LID Treatment Exhibit. Response: This has been updated. 05/17/2022: FOR HEARING: In the drainage report body, please add an LID treatment table. The table that is provided on the LID Treatment Exhibit would be good. If it is helpful, here is a sample standard LID table that can be adjusted for each site: http://tinyurl.com/SampleLIDTable Comment Number: 5 07/26/2022: FOR HEARING- UPDATED:: 9 Your response to this comment is noted. However, an LOI from the Ditch Company will still be required as condition of going to Hearing for this project. Response: BHA requested an LOI from Lake Canal on 8/8/22, and their board met on 8/16/22 to discuss the LOI. We will forward the LOI to the City as soon as we receive it. 05/17/2022: FOR HEARING: The Lake Canal Ditch Company appears to have an easement on this property. As a result, the Ditch Company will need to approve the final plans. Please add a ditch company signature block to cover sheet. For Hearing you will need to obtain a Letter of Intent (LOI) from the Ditch. **In addition, the proposed bridge crossing over Lake Canal will require their approval. Please contact Lake Canal early to discuss requirements. Comment Number: 7 07/26/2022: FOR HEARING - UPDATED: A profile of this pipe has been provided; however, the shallow pipe depth needs to be reviewed/approved by Engineering first, and then if approved at this depth, the pipe material needs to be discussed with the WFO group. Response: It appears engineering has approved the pipe cover but will require a variance request as part of final design. 05/17/2022: FOR HEARING: Provide a profile drawing of the proposed storm main crossing E Vine Drive. Response: A profile has been provided. Comment Number: 10 07/26/2022: FOR HEARING - UPDATED: Please provide groundwater information from the recently installed monitoring well. This information will need to be provided in the drainage report. Please note that if groundwater levels are within 2’ of the detention pond or rain gardens, then the grading plan will need to be modified to accommodate the groundwater depth. Response: A groundwater monitoring well was installed in July and the readings are discussed in the report. Please note that the GW elevation was only 1’ below the pond bottom, however, we do not have the ability to provide the 2’ of separation that was requested due to the extremely shallow outfall pipe and the need to bring drainage under our entry drive from the west to the pond. Please note that there is +/-1’ to the invert/channel in the pond bottom, however, we have added undulations to the pond bottom that make many areas of the pond bottom higher than the “worst case” situation. 05/17/2022: FOR HEARING: The drainage report needs to discuss depth to groundwater below the proposed raingardens and detention pond bottom elevations. The groundwater levels, taken during the high groundwater months (July – Sept), need to be documented at 2-feet or greater below the pond and LID features. Comment Number: 13 07/22/2022: FOR HEARING: There are some new redlined comments provided in the drainage report. Please address. Response: All redlines have been addressed. Comment Number: 11 05/17/2022: FOR FINAL PLAN: Please provide evidence that the detention basin is in compliance with drain times per Colorado Revised Statute 37-92-602(8). More information on this statute is available at http://tinyurl.com/RevisedStatuteMemo, and a spreadsheet to show compliance is available for download at http://tinyurl.com/ComplianceSpreadsheet. 10 Response: This will be provided at final. Department: Water-Wastewater Engineering Contact: Heather McDowell, 970-224-6065, hmcdowell@fcgov.com Topic: General Comment Number: 1 07/26/2022: FOR HEARING – UPDATED: Please provide LOI from property owner as a condition of going to hearing. Response: We are working with the adjacent property owner to get the LOI. They are aware of the project and the intent to modify the sewer on their property and have expressed a general willingness to work with the project team. 05/17/2022: FOR HEARING: The proposed offsite sewer main will require an easement and agreement from that property owner. A Letter of Intent (LOI) from this property owner will be required before Hearing. Comment Number: 7 07/26/2022: FOR FINAL PLAN - UNRESOLVED: 05/17/2022: FOR FINAL PLAN: All sewer services will need to be located and shown on the plans. All existing services, not to be reused, will need to be abandoned at the main. Response: Will be addressed with Final Plans, as suggested. Comment Number: 8 07/26/2022: FOR FINAL PLAN - UNRESOLVED: Response: This will be provided at final as requested. 05/17/2022: FOR FINAL PLAN: The initial FDP submittal will need to include separate irrigation service(s) for the site. Separate irrigation service is required due to recent changes to Fort Collins Utilities Water Supply Requirements (WSR) and Plant Investment Fees (PIF). Please ensure the FDP submittal includes: - Preliminary Irrigation Plan (PIP) – plan requirements can be found at: www.fcgov.com/WCS. Please contact Irrigation Development Review (irrigation@fcgov.com) with questions regarding the required PIP. - Water budget (annual usage) and peak flow (gallons per minute) for each irrigation service. Note: this information should be included on the PIP. - Landscape Plan including hydrozone table updated with 2022 values – 3, 8, 14, and 18 gallons/square foot/year for very low, low, medium, and high zones, respectively. - Water Need Form – form is available at: www.fcgov.com/WFF Please contact Utility Fee and Rate Specialists (UtilityFees@fcgov.com or 970-416-4252) with questions regarding the Water Need Form. - Irrigation service(s), including curb stop and meter location, shown on the Utility and Site Plans. Irrigation service location(s) must match information on the PIP. On Oct. 5, 2021 Council adopted changes to Fort Collins Utilities Water Supply Requirements and Plant Investment Fees. In general developments that use more water may pay more and developments that use less water may pay less. These changes were implemented 1/1/2022; more information can be found at: www.fcgov.com/wsr-update Comment Number: 9 07/26/2022: FOR FINAL PLAN - UNRESOLVED: 05/18/2022: FOR FINAL PLAN: The initial FDP submittal will need to include a water service and meter sizing 11 calculation using the AWWA M22 method. This should include a cover memo summarizing the calculation and service sizing results with the calculations attached. Response: Will be addressed with Final Plans, as suggested. Comment Number: 11 07/22/2022: FOR HEARING: Please confirm that the offsite sewer main north of Lake Canal is not located within the Lake Canal Easement. It is hard to tell by looking at the Utility Plan. Response: The proposed sewer is outside the ditch easement. We have added notes to help clarify this. Department: Light And Power Contact: Cody Snowdon, 970-416-2306, csnowdon@fcgov.com Topic: General Comment Number: 2 05/17/2022: INFORMATION: Our maps currently show four existing transformers on site that our currently in use with the existing buildings. Please document the size of the electrical service(s) that feeds the existing property prior to demolition of the building to receive capacity fee credits. Response: Understood. Thank you. Comment Number: 4 05/17/2022: INFORMATION: All utility easement and crossing permits (railroad, ditch, floodplain, etc.) needed for the development will need to be obtained by the developer. Response: Understood. Comment Number: 6 07/26/2022: FOR HEARING - UPDATED: On the Site Plan and Elevations, it appears that the proposed transformer is behind an 8' masonry wall. There will need to be a minimum opening of 10 feet for us to provide maintenance or another location will need to be proposed. Response: The transformer has been relocated to a parking island northwest of the previous location. There are no walls around the transformer. Required separation from building and building openings is also provided. 05/17/2022: FOR HEARING: With the transformer being located close to a building, please provide required separation from building openings as defined in Figures ESS4 - ESS7 within the Electric Service Standards. Please show all proposed transformer locations on the Utility Plans. Comment Number: 10 05/17/2022: FOR FINAL PLAN: Please coordinate meter locations with Light and Power and show on the utility plans during Final Design. These locations will need to comply with our electric metering standards. All individual tenant spaces will need to be individually metered. Please gang the electric meters on one side of the building, opposite of the gas meters. Reference Section 8 of our Electric Service Standards for electric metering standards. A link has been provided below. https://www.fcgov.com/utilities/img/site_specific/uploads/ElectricServiceStanda rds_FINAL_18November2016_Amendment.pdf Response: Metering will be coordinated with Final Plans, as required. Comment Number: 11 12 05/17/2022: FOR FINAL PLAN: A Customer Owned Service Information Form (C-1 Form) and a one-line diagram for all commercial meters will need to be completed and submitted to Light & Power Engineering for review prior to Final Plan. A link to the C-1 Form is below: https://www.fcgov.com/utilities/img/site_specific/uploads/c-1_form.pdf?159767 7310 Response: Form and one-line diagram will be provided with Final Plans, as required Comment Number: 12 05/17/2022: FOR FINAL PLAN: On the one-line diagram, please show the main disconnect size and meter sequencing. A copy of our meter sequencing can be found in our electric policies practices and procedures below. http://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations Response: these items will be shown in the one-line diagram submitted with the final plans, as required Comment Number: 16 05/17/2022: INFORMATION: Electric capacity fees, development fees, building site charges and any system modification charges necessary to feed the site will apply to this development. Please contact me or visit the following website for an estimate of charges and fees related to this project: http://www.fcgov.com/utilities/business/builders-and-developers/plant-investment-development-fees Response: Understood. Thank you. Comment Number: 18 07/26/2022: FOR FINAL PLAN: Please see minor redlines for primary power routing into the transformer. Response: The routing has been updated as requested. Department: PFA Contact: Marcus Glasgow, 970-416-2869, marcus.glasgow@poudre-fire.org Topic: General Comment Number: 1 7/25/2022: FOR FINAL PLAN - UPDATED: An alternative method request for Aerial Access was submitted to the Fire Marshal on 6/6 for approval. Response: Please confirm that the alternative method request been approved by PFA. 05/16/2022: FOR HEARING: AERIAL FIRE APPARATUS ACCESS Buildings over 30' in height trigger additional fire lane requirements in order to accommodate the logistical needs of aerial apparatus (ladder trucks). The intent of the code is to provide for rescue operations and roof access via ladder trucks when ground ladders cannot reach upper floors. Aerial access should therefore be available on at least one long side of the building, located within a minimum of 15 feet and a maximum of 30 feet from the building or as otherwise approved by the fire marshal. Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet, exclusive of shoulders, in the immediate vicinity of the building or portion thereof. Dead end access roads shall have a 13 minimum width of 30 ft. Parapet heights greater than 4' in height do not support ladder truck operations. The EAE drive aisles in the parking lot are only dedicated 20 feet wide and cannot be counted as aerial access. Vine Drive and the turnout along Vine are located beyond 30 feet from the face of the building. Comment Number: 4 05/16/2022: FOR FINAL PLAN: PREMISE IDENTIFICATION: ADDRESS POSTING & WAYFINDING Where possible, the naming of private drives is usually recommended to aid in wayfinding. New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be arabic numbers or alphabetical letters. Numbers shall not be spelled out. The address numerals for any commercial or industrial buildings shall be placed at a height to be clearly visible from the street. They shall be a minimum of 8 inches in height unless distance from the street or other factors dictate larger numbers. Refer to Table 505.1.3 of the 2018 IFC as amended. If bronze or brass numerals are used, they shall only be posted on a black background for visibility. Monument signs may be used in lieu of address numerals on the building as approved by the fire code official. Buildings, either individually or part of a multi- building complex, that have emergency access lanes on sides other than on the addressed street side, shall have the address numbers and street name on each side that fronts the fire lane. Response: Understood. Thank you. Comment Number: 6 05/16/2022: INFORMATION: 2021 IFC CODE ADOPTION Poudre Fire Authority will be adopting the 2021 International Fire Code (IFC) in the upcoming months. Future development plans and building plan reviews shall be subject to the adopted version of the fire code as amended. The following codes are the current adopted 2018 IFC amendments. Once the 2021 IFC has been adopted, the approved amendments will be available online. - Copies of our current local amendments can be found here: https://www.poudre-fire.org/programs-services/community-safety-services-fire-p revention/fire-code-adoption - Free versions of the IFC can be found here: https://codes.iccsafe.org Response: Understood. Thank you. Department: Park Planning Contact: Kyle Lambrecht, 970-221-6566, klambrecht@fcgov.com Topic: General Comment Number: 1 05/17/2022: INFORMATION: The Park Planning & Development Department is available to discuss these comments in more detail. Please contact Kyle Lambrecht, PE at 970.416.4340, klambrecht@fcgov.com. 14 Response: Understood. Thank you. Comment Number: 6 07/25/22: INFORMATION - UPDATED: Thank you for your proactive approach to coordinate the intersection improvements with City of Fort Collins Engineering as well as the Jerome Street Development. Please include Park Planning in these discussions if they relate to the regional trail connection. Response: Thank you. We will include you in future discussions. 05/17/2022: INFORMATION: Thank you for accommodating the regional trail segment along the Jerome Street frontage. City Engineering, Traffic and FC Moves have initiated an intersection improvement project at Vine Drive and Jerome Street. Please plan to coordinate with this team as the regional trail crossing of Vine Drive may be impacted. The City’s project manager is Florian Fiebig and can be contacted via email at ffiebig@fcgov.com. Comment Number: 8 07/25/22 FOR HEARING - UPDATED: Thank you for the additional information in your response letter. Please plan to have to include some type of authorization letter from the Ditch Company prior to hearing if the trail will fall within the ditch easement. Response: A small portion of the public trail along Jerome Street is located within the proposed Lake Canal easement. Roger Sherman requested an authorization letter from Lake Canal on 8/8/22. The Lake Canal board meets on August 16th and will provide a letter prior to the Planning Commission hearing. 05/17/2022: INFORMATION: A trail easement may not be located within a ditch easement unless the applicant provides written approval for the trail easement within the ditch easement from the ditch company. In reviewing the plans, it does not appear that the trail connection extends into a ditch easement. Please verify. Comment Number: 10 07/26/22: FOR HEARING - UPDATED: Thank you for your willingness to meet with staff to coordinate responsibilities. Please plan to have a preliminary level understanding of the construction and maintenance responsibilities determined prior to hearing. Response: Roger Sherman met with Kyle Lambrecht to discuss City and Owner responsibilities related to construction, maintenance, and cost sharing. Kyle said that he was in general agreement with the proposed responsibilities but he wanted to discuss the proposal with Nicole Hahn and others to confirm. 05/17/2022: INFORMATION: Additional information is needed to better understand construction and maintenance responsibilities of the segment of regional trail along Jerome Street as well as any intersection improvements. I would suggest a meeting with Engineering, Traffic, Parks, and Park Planning to coordinate improvements and define construction/maintenance of the regional trail. Comment Number: 11 07/26/22: FOR HEARING - UPDATED: Thank you for your willingness to meet with staff to coordinate long term maintenance responsibilities for the trail and adjacent landscaping. Please plan to have a preliminary level understanding determined prior to hearing. 15 Response: See response to Comment 10 above. 05/17/2022: INFORMATION: Landscaping adjacent to the recreational trail within the right of way is typically the responsibility of the underlying landowner. Please verify this is the case with Engineering and Parks. Landscaping must provide acceptable clearances from the trail surfaces as specified in the Trail Master Plan. Spray irrigation, if required, shall be designed and maintained to avoid spray on the trail. Response: Installation and maintenance of landscaping and irrigation within the ROW will be landowner’s responsibility. Comment Number: 12 07/25/2022: FOR HEARING: Please consider removing the tree shown east of the ramp onto Vine Drive. Does the development team have concerns with sight visibility or trail users potentially running into this tree given its proximity to the ramp? Response: Good comment. The tree was removed, as suggested. Department: Environmental Planning Contact: Scott Benton, (970)416-4290, sbenton@fcgov.com Topic: General Comment Number: 13 07/20/2022: FOR FINAL PLAN: The restoration plan is typically separate from the landscape plan as it is more comprehensive and is included as an exhibit in the Development Agreement with an abbreviated version on the landscape plan itself. Some guidance documents have been provided to the DRC, and an example plan can be provided if needed but each plan should be tailored to the site/situation. I am happy to meet with you and/or your consultant if needed. A restoration plan will be needed for this project prior to final approval. The plan should address all elements of restoration (weed management prior to, during, and following construction, soil handling practices, seed mixes and recommended planting species, etc.), an adaptive management approach with solid lines of communication to inform management practices, and a minimum of three years of monitoring. The ECS provides a rough basis for the restoration plan. Additionally, abbreviated versions of the restoration and its key elements (including weed management) will need to be included on the landscape plan. Response: Understood. Thank you for the clarification. Comment Number: 14 07/20/2022: FOR FINAL PLAN: Language regarding the protection and enhancement of the Natural Habitat Buffer Zone will be included in the Development Agreement for this project. A security will need to be provided prior to the issuance of a Development Construction Permit that accounts for the installation and establishment of the Natural Habitat Buffer Zone. Prior to the FDP approval please provide an estimate of the landscaping costs for the Natural Habitat Buffer Zone, including materials, labor, monitoring for a minimum of three years, weed mitigation and irrigation. We will then use the approved estimate to collect a security (bond or 16 escrow) at 125% of the total amount prior to the issuance of a Development Construction Permit. Response: Understood. Thank you. Comment Number: 15 07/20/2022: FOR HEARING: Some additional measures can and should be taken to maximize the NHBZ square footage as close to the quantitative standard as possible. After further internal discussions, one option is to bring the ditch NHBZ all the way to the edge of the parking and include the landscaped breaks between the parking stalls. Utilizing the light dimmers, timers, motion sensors, to mitigate light spillage should be satisfactory to meet the lighting code requirements, and the increased NHBZ area would be advantageous. Coordinating with the Planner on this point is advised. Response: Natural habitat buffer lines were adjusted to maximize the square footage and the buffer area provided now exceed the quantitative standards. Comment Number: 16 07/20/2022: FOR HEARING: Using natural boulders are a good feature for the noncontiguous, stormwater detention pond portion of the NHBZ but additional measures are needed for it to be considered ‘naturalized’. Options include undulating side slopes and bottom, water control measures to provide a means to control soil moisture and prevent cattails from overtaking the detention pond, etc. Coordination with Stormwater will be needed. Response: BHA Design met with Scott Benton and Clark Mapes to review to options for the detention pond and the option with linear walls, overlooks, undulating side slopes and low mound and boulders in the bottom of the pond was preferred. After the meeting, Northern Engineering regraded the ponds to incorporate the sinuous swale and boulder retaining walls. Detention volumes allowed for some undulating of the side slopes but not as much as the original sketches illustrated. Comment Number: 17 07/20/2022: FOR FINAL PLAN: The bottom portion of the Upper Riparian Seed mix table is garbled, please clarify. Response: This has been cleaned up. Comment Number: 18 07/20/2022: FOR FINAL PLAN: Please provide the irrigated sod specifics – species, varieties, and proportions. This will be needed to accurately develop the irrigation plan according to the City’s new standards (https://www.fcgov.com/utilities/business/builders-and-developers/development- forms-guidelines-regulations/water-conservation-standards-for-commercial-dev elopment/water-budget-table). Response: Sod species and mix have been added to sheet L3, as requested. Comment Number: 19 07/20/2022: FOR FINAL PLAN: The species of the trees, shrubs, and perennials to be planted in the NHBZ will need to be specified. Response: Species info will be provided with Final Plans, as required. Department: Parks Contact: Aaron Wagner, , aawagner@fcgov.com Topic: General 17 Comment Number: 3 05/19/2022: FOR FINAL PLAN: Thank you for considering a continued partnership with the Parks Dept. regarding a shared parking agreement with the White Water Park. Please coordinate with us moving forward so we can see if there is workable solution for the development and the city. Response: We will be happy to discuss the concept of shared parking whenever it’s convenient for you. Please provide a brief description of the City’s shared parking concept to the applicant prior to the meeting. Comment Number: 4 06/29/2022: INFORMATION: The trail access on the south side of Vine Drive is also used for vehicle access to the for daily park maintenance, Stormwater Utility infrastructure maintenance vehicles and equipment, Xcel Energy Gas vehicles, and Emergency Service vehicles to the park. Please keep that in in mind for vehicle access / turning radii with any additions of poles or signals in the vicinity of the access from Vine. Response: Got it – thanks. Comment Number: 5 06/29/2022: INFORMATION: Please be aware, Parks has an active irrigation mainline in the area of the trail access on the south side of Vine Drive. Any construction activities need to be aware of that. It runs along the south side of the sidewalk along Vine Drive. Parks can provide Irrigation Plan As-Builts upon request. Response: Thank you for the information. The team would greatly appreciate access to the as-builts. Per discussions with Parks, we believe it will not be possible to accurately locate the main, so our final plans will have notes providing direction of how to coordinate with the City and deal with the irrigaiton line. Department: Forestry Contact: Carrie Tomlinson, , ctomlinson@fcgov.com Topic: General Comment Number: 3 7/25/2022: FOR HEARING - UNRESOLVED: Thank you for including the existing tree inventory. Please also mark on the landscape plans and plant schedule which trees are added as mitigation trees. Response: Mitigation trees are indicated with an ‘M’ shown on the revised landscape plans 05/16/2022: FOR HEARING: Please include the existing tree inventory conducted in October of 2021 as well as the proposed tree removals (as seen on page 4 of the utility plans). Please also indicate on the landscape plans which proposed tree plantings are mitigation trees. Topic: General Comment Number: 6 07/252022: FOR HEARING - UPDATED: Please correct the planting percentage to only include new plantings and not existing trees. Response: Tree quantities were adjusted, and existing trees have not included in the revised quantities. 53% of the new trees are shade trees. 05/16/2022: FOR HEARING: 18 Please include the quantity of each tree species to ensure shade trees constitute at least 50 % of all tree plantings. Department: Technical Services Contact: Jeff County, 970-221-6588, jcounty@fcgov.com Topic: General Comment Number: 3 07/22/2022: INFORMATION: Unless required during PDP, a complete review of all plans will be done at FDP. Response: Understood. Thank you. Topic: Plat Comment Number: 1 07/22/2022: FOR HEARING - UPDATED: Please make changes as marked. If changes are not made or you disagree with comments, please provide written response of why corrections were not made. Please provide any responses on redlined sheets and/or in response letter. If you have any specific questions about the redlines, please contact John Von Nieda at 970-221-6565 or jvonnieda@fcgov.com Response: Redlines have been addressed as much as possible. We are still awaiting answers about the College ROW from staff, but believe that issue is not relevant to the hearing. Department: Outside Agencies Contact: Melissa Buick <melissahbuick@gmail.com>, , Topic: General Comment Number: 1 06/01/2022: The general comments from Lake Canal are that our easement which is prescriptive in nature, is 50 feet on each side of the ditch measured from the centerline of the ditch or otherwise, 100 feet in total and may not be obstructed, crossed or encroached upon without first entering into a legal agreement to do so. Access to the ditch may not be obstructed in any way. General maintenance on the ditch and ditch easement may require burning, spraying and/or the use and access of heavy machinery. I request the developer provide Lake Canal a list of the proposed ditch crossings or any encroachments to the ditch or ditch easements including the trail and pedestrian crossing over the ditch, and provide more detailed plans for each of these items. Response: A 50’ easement, measured from the centerline of Lake Canal is provided on the revised plans. The proposed outdoor classroom and the public trail along Jerome encroach into the proposed Lake Canal easement and the applicant requested an authorization letter from Lake Canal allowing to allow these encroachments. The Lake Canal board is reviewing the encroachments during the meeting on August 16th. If possible, we will forward their authorization letter to the City prior to the Planning Commission hearing. Department: Street Oversizing Contact: Marc Virata, 970-221-6567, mvirata@fcgov.com Topic: General Comment Number: 1 07/26/2022: INFORMATION - UPDATED: 19 The response indicated that additional discussion would be needed. I researched what was previously done with the City's Whitewater property and TCEF reimbursement for the parking on the south side was provided. To not be inconsistent, this would be extended to the development as well. Response: Thank you for looking into this. This is a fair way to handle it. 05/17/2022: INFORMATION: The additional width for parking along Vine (if allowed) would not be reimbursable through the TCEF Program. Reimbursement would be limited to oversizing the walk and parkway along Vine from local to minor arterial standards. Schindler has received renewal to ISO 14001:2004 and ISO 9001:2008 certifi cates. Schindler is a member organization of the U.S. Green Building Council. Schindler prints with vegetable-based ink on paper containing post-consumer waste fi ber. Schindler 3300 MRL Traction Elevator General Purpose Standard Speeds: 100, 150 fpm (0.5, 0.75 m/s) Openings: 8 Front Travel: Up to 98’-5” (30.0 m)LDN-1015 C1105 © Schindler Elevator CorporationGeneral requirements Requirements for installation vary by type of equipment selected. These general requirements assist you in preparing your building for the installation of Schindler elevators. All designs, clearances, construction, workmanship and materials, unless specifi cally excepted, shall be in accordance with the requirements of the latest published ASME A17.1 Code for electric traction elevators plus applicable building code and local codes. State or local requirements must be used if more stringent. Items to be provided — A complete installation includes the following items not included in the elevator contract: 1. Clear, plumb hoistway, with variations on a minimum dimension hoistway not to exceed –0” and +1” (25.4 mm) per side at any point. Tolerance may increase to variations not to exceed –1” (–25.4 mm) and +1” (25.4 mm) per side at any point when an additional 2” (50.8 mm) is provided on the hoistway width dimension.. 2. Two-hour fire resistance of hoistway walls or rating to meet applicable local codes. 75° bevel guards on all projections, recesses or setbacks over 4” (102 mm) except on side used for loading or unloading. The overhead machinery space temperature at top of hoistway to be maintained between 32° F (0° C) and 110° F (43° C) and < 95% relative humidity, non-condensing. 3. Supports for rail brackets at pit, each floor and one or two locations above top floor in the overhead (application dependent). Divider beams between hoistways at each floor level and one or two locations above top floor in the overhead for guide rail bracket supports. Locate per layout. For masonry block hoistway construction, Schindler will provide rail bracket inserts for installation by others, located per the Schindler final layout drawings. Where inserts are not used, hollow masonry blocks are not acceptable for bracket fastening. Provide 125 mm (5”) concrete belt around hoistway or other acceptable support at each floor, in overhead, and intermediate levels (if required). For max. rail bracket vertical spacing, contact your local sales representative. 4. Supply hoist/safety beam for elevator construction and service work. Beam to run across the width of the elevator shaft. Locate per layout. Hoist beam to be left in place after elevator installation. 5. A temporary work platform is required for installation. It is to be constructed at the top floor of each elevator. It must comply with applicable governing codes and regulations. The platform shall be securely fastened to the building structure. Erection, maintenance, and removal are by others. (Reference Schindler drawing TD440.) 6. Lighting, light switch and duplex receptacle (GFCI) for each elevator, in the center of hoistway pit and in the elevator overhead/machinery space, as indicated by Schindler. The pit light switch located adjacent to access door. 7. Recesses, supports, and patching, as required, to accommodate hall button boxes, signal fixtures, etc. (if required). 8. All barricades outside elevator hoistways or between elevators inside hoistways. 9. Dry pit reinforced to sustain normal vertical forces from rails and buffers. 10. Drains & sumps in elevator pits, where provided, shall comply with the plumbing code, and shall be provided with a positive means to prevent water, gases and odors from entering the hoistway. The cover must be secured and level with the pit floor and located to clear elevator equipment. (Cannot be connected directly to storm drain or sewer.) 11. Pit ladders shall be provided where required. Inspection and test panel 12. A switch placed adjacent to the jamb-mounted inspection and test panel enclosure shall control lighting in front of the panel. Minimum lighting to be 200 lux (19 fc). 13. A lockable, 13 1/2” x 15 1/2” x 3 1/2” metal cabinet with group-1 key provided by Schindler to house the required electrical schematics and maintenance history documents, shall be wall- mounted, adjacent to the disconnect switch, by others, preferably at the top landing. 14. Provide, preferably on the same floor as the elevator inspection and test panel, a lockable panel with a fused disconnect switch or circuit breaker suitable for 3-phase power for the elevator control, and a fused disconnect switch or circuit breaker for car lighting for each elevator in a separate lockable panel adjacent to the 3-phase panel or within the 3 phase panel. The panel(s) must be accessible to qualified personnel only (NEC NFPA req. 620.51[C]) with a Group 2 key (ASME A17.1 req. 8.1.3). Alternative locations for the panel(s) can be considered, provided they are located in accessible areas without obstructions to qualified personnel in compliance with NEC NFPA req. 620.51(C). Locate and mark the panels and disconnects with appropriate signage, (NEC NFPA 70 req. 620-22 and 620-51, or CSA C22.1-02 sections 38-022 and 38-053). The disconnects or circuit breakers may also be located without panels in a Group 2 key-secured room identified and dedicated to elevator apparatus only, and in all cases must be capable of being locked in the open position with a lock that cannot be removed from the devices or panel(s). FOR DRIVE IN HOISTWAY CONFIGURATION ONLY: Electrical contractor to supply an additional lockable auxiliary non-fused disconnect in the hoistway at the location of the drive (motor controller), along with wiring from the main disconnect to the auxiliary disconnect (see also NEC NFPA 70 - 2008 req. 620.51[C]{1}). This disconnect must also be lockable in the open position with a secured lock that cannot be removed from the device. Control spaces (When specified in lieu of an Inspection and Test Panel, a partial or full body entry space/room shall be provided.) 15. Enclosed and protected control space at top landing adjacent to the hoistway wall closest to the elevator hoist machine. Two-hour fire rating of control space walls or rating to meet applicable local codes. 16. Provide fire-rated, self-closing, self-locking door. Door must be capable of opening 180 degrees for access to control space. 17. 42” (1067 mm) minimum clear space is required in hallway in front of control space door and top hoistway entrance for service barriers. Additional hallway width may be required, subject to local building, fire and ADA codes. 18. The temperature in front of the control space must be maintained between 32° F (0° C) and 104° F (40° C) and less than 95% relative humidity, non-condensing, for proper operation of equipment. 19. Disconnects for each elevator must be provided per National Electrical Code (NFPA No. 70) and located inside the elevator control space. Other wiring 20. Suitable copper feeder, ground and branch wiring circuits for signal system and power operated door. Feeder and branch wiring circuits for car light and fan. 21. Telephone outlet provided at the inspection and test panel or in control closet (where applicable). 22. All conduit and wire runs remote from either the control space or hoistways (if required). 23. Heat, smoke or products of combustion-sensing devices connected to elevator control space terminals when such devices are required. Emergency provisions 24. Elevator Firefighter’s and other emergency services, depending on height of the building or num- ber of landings, per ASME A17.1 Rule 2.27.3 and local codes. 25. Elevator Firefighter’s and other emergency services’ wiring and interconnections to automatic sprinkler systems or heat and smoke-sensing devices furnished by others. 26. When emergency/standby power operation of elevators is required, the Electrical Contractor should coordinate with Schindler for operation requirements. 27. Provisions for earthquake protection, dictated by building code, are required in various sections of the country. Entrances 28. Hoistway walls must have a fire rating per ASME A17.1 Rule 2.1.1.1. 29. Furnishing, installing and maintaining the required fire rating of elevator hoistway walls, including the control spaces and also the penetration of fire wall by elevator fixture boxes (if applicable), is not the responsibility of the elevator contractor. 30. The interface of the elevator wall with the hoistway entrance assembly shall be in strict compliance with the elevator contractor’s requirements. 31. Entrance wall and finished floor are not to be constructed until after door frames and sills are in place. a. Where front walls are of reinforced concrete, the concrete openings must be minimum 16” (406 mm) wider [8” (203 mm) on each side] and 8” (203 mm) higher than the clear opening. b. Where drywall or sheet rock construction is used for front walls, it shall be of sufficient strength to maintain the doors in true lateral alignment. Drywall contractor to coordinate with the elevator contractor. Note: A support member must be provided for floor heights greater than 15’-0” (4572 mm) to support entrance header struts. c. Door frames are to be anchored to walls and properly grouted in place to maintain legal fire rating (masonry construction). 32. Filling and grouting around entrance by others. 33. Where openings occur, all walls and sill supports must be plumb. U.S. Headquarters. Morristown, New Jersey Tel. 973.397.6500 www.us.schindler.com Canada Headquarters. Scarborough, Ontario Tel. 416.332.8280 www.ca.schindler.com Schindler 3300 MRL Traction Elevator General purpose cab details Schindler Passenger Elevators Wall assembly Capacity lbs (kg) Door type A Inside cab depth in (mm) B Inside car width in (mm) C Opening width in (mm) D Inside cab front return in (mm) 2100 (950)2SSO 52 7/8” (1343)69 3/8” (1761)36” (915)29 1/2” (749) 2500 (1135)2SSO 52 7/8” (1343)81 3/8” (2066)42” (1067)35 1/2” (902) SSCO 19 11/16” (500) 3000 (1360)2SSO 58 7/8” (1495)81 3/8” (2066)42” (1067)35 1/2” (902) SSCO 19 11/16” (500) 3500 (1590)2SSO 66 7/8” (1699)81 3/8” (2066)42” (1067)35 1/2” (902) SSCO 19 11/16” (500) Dimensions 3/4” 3/4” 3/4”D C D B A6”1/2”6 5/16”3/4”6 5/16”17 5/16”Car station 1/2”6”27” 3 7/8” Emergency. exit Car station AD C B Emergency.exit 17 5/16”27” 3/4” 3/4” 3/4”D C D B A6”1/2”6 5/16”3/4”6 5/16”17 5/16”Car station 1/2”6”27” 3 7/8” Emergency. exit Car station AD C B Emergency. exit 17 5/16”27” Center door opening Right-hand door opening Handrail (as required) Side wall assembly 2100 lb./2500 lb. Side wall assembly 3000 lb./3500 lb. Rear wall assembly Stainless steel, plastic laminate or baked enamel as required Anodized aluminum trim 29 5/16” (32 5/16” if state has a local code requirement) Schindler 3300 MRL Traction Elevator General purpose cab details DBN-5003 D11PDF © Schindler Elevator CorporationU.S. Headquarters. Morristown, New Jersey Toll-Free 877.696.8382 www.us.schindler.com Canada Headquarters. Scarborough, Ontario Tel. 416.332.8280 www.ca.schindler.com Approvals Project ____________________________________________________ Approved _________________________ Location ___________________________________________________ Date _____________________________ Contract # _________________________________________________ Schindler has received renewal to ISO 14001:2004 and ISO 9001:2008 certificates. Schindler is a member organization of the U.S. Green Building Council. Schindler prints with vegetable-based ink on paper containing post-consumer waste fiber. Compact fluorescent lights with translucent lens Rear panel removable for exit access Baked enamel (P500 Silver Metallic) or #4 Brushed stainless steel Ceiling view 1 0 -1 LH car shown RH car opposite Car lantern (if req'd)35” Minimum toemergency controls 93 1/8” Inside Cab89 3/16” Ceiling Height48” Maximumpushbutton heightFront view Schindler 3300 cab front and door finishl #4 Brushed stainless steel. Schindler 3300 cab wall finishl Baked enamel (color) _________________________l Plastic laminate (color) ________________________l #4 Brushed stainless steel. Schindler 3300 cab ceilingl Baked enamel (P500 Silver Metallic)l #4 Brushed stainless steel. Schindler 3300 handrailsl Baked enamel (painted)l Brushed aluminum l Polished aluminum. l Rear wall onlyl Side wall onlyl Both rear and side walls. Schindler 3300 corners and skirtingl Anodized aluminum. Schindler 3300 doors and car lantern Doorsl Left-hand openingl Right-hand openingl Center opening. Car lantern: not required if lanterns are supplied in hallway.l Yes. How many? (1 or 2; 2 can be provided with center opening doors) ________________________l No. Schindler 3300 MRL Traction Elevator Entrance details 6.75” 6.75” 4.75”4.75” 4.25”4.25” Wall thickness minus 4.25”Wall thickness minus 4.25” Wall thickness (Ref.) Wall thickness Wall thickness Wall rhickness (Ref.) See note A See note A See note B See note B Clear opening width Door space (4.875”) Rough opening width Single-speed center opening (SSCO) side jamb Wall thickness (Ref.) 2 x 5/8” Gypsum board 2HR fire rating 2 x 5/8” Gypsum board 1” Gypsum board J-Runner Clear opening height 4 3/8”– 5 7/8” Rough opening height Clear opening height Rough opening height 4 3/8”– 5 7/8” 6.75” 5.5” 4.75” 4.75” 2.5”2.5” Wall thickness minus 2.5” Wall thickness minus 2.5” Wall thickness (Ref.) Wall thickness Wall thickness Wall thickness (Ref.) See note A See note A See note B See note B Clear opening width Door space (4.875”) Rough opening width Strike side Return side Two-speed side opening (2SSO) side jamb Capacity lbs (kg)Door Type Clear Opening Width x Height ft (mm)Rough Opening Width x Height ft (mm) General Purpose 2100 (950)2SSO 3’-0” x 7’-0” (915 x 2134)4’-4” x 7’-8” (1321 x 2337) 2500 (1135)2SSO SSCO 3’-6” x 7’-0” (1067 x 2134) 3’-6” x 7’-0” (1067 x 2134) 4’-10” x 7’-8” (1473 x 2337) 4’-10” x 7’-8” (1473 x 2337) 3000 (1360)2SSO SSCO 3’-6” x 7’-0” (1067 x 2134) 3’-6” x 7’-0” (1067 x 2134) 4’-10” x 7’-8” (1473 x 2337) 4’-10” x 7’-8” (1473 x 2337) 3500 (1590)2SSO SSCO 3’-6” x 7’-0” (1067 x 2134) 3’-6” x 7’-0” (1067 x 2134) 4’-10” x 7’-8” (1473 x 2337) 4’-10” x 7’-8” (1473 x 2337) Note A: Fire rating is maintained by the interface at this area only. Note B: Finished wall by others. No fire rating at this point. Wall thickness can vary, as jamb thickness remains constant. Dimensions Two-speed side opening (2SSO) top jamb Single-speed center opening (SSCO) top jamb Schindler 3300 MRL Traction Elevator Entrance details DBN-5002 H11-PDF © Schindler Elevator CorporationGeneral requirements Requirements for installation vary by type of equipment selected. These general requirements will serve as a guide to assist you in preparing your building for the installation of Schindler elevators. All designs, clearances, construction, workmanship and materials, unless specifically excepted, shall be in accordance with the requirements of the latest published ASME A17.1 Code for electric traction elevators (refer to Part 2) plus applicable building code and local codes. State or local requirements must be used if more stringent. Items to be provided — To complete the installation, the following items must be considered, which are not included in the elevator contract: Entrances 1. Hoistway walls are to have a fire-resistance rating, per ASME A17.1 Rule 2.1.1.1. 2. Furnishing, installing and maintaining the required fire rating of elevator hoistway walls, including the control spaces and also the penetration of fire wall by elevator fixture boxes (if applicable), is not the responsibility of the elevator contractor. 3. The interface of the elevator wall with the hoistway entrance assembly shall be in strict compliance with the elevator contractor’s requirements. 4. Entrance wall and finished floor are not to be constructed until after door frames and sills are in place. All sill supports must be in place prior to material delivery. a. Where front walls are reinforced concrete, concrete openings must be minimum 16” (406 mm) wider [8” (203 mm) on each side] and 8” (203 mm) higher than the clear opening. b. Where drywall or sheet rock construction is used for front walls, it shall be of sufficient strength to maintain the doors in true lateral alignment. Drywall contractor to coordinate with the elevator contractor. c. Door frames are to be anchored to walls and properly grouted in place to maintain legal fire rating (masonry construction). 5. Filling and grouting around entrance by others. 6. Where openings occur, all walls must be plumb, and sill supports must be level and flush with hoistway walls. Approvals Project ____________________________________________________ Location ___________________________________________________ Contract # _________________________________________________ Approved __________________________________________________ Date ______________________________________________________ Schindler 3300 entrance frame and door finishl #4 Brushed stainless steel at floors ___________________________l Baked enamel (color) ______________________________________ at floors ________________________________________________ Schindler 3300 door opening frontl Left-hand l Right-hand l Center Schindler 3300 door opening rearl Left-hand l Right-hand l Center. U.S. Headquarters. Morristown, New Jersey Toll-Free 877.696.8382 www.us.schindler.com Canada Headquarters. Scarborough, Ontario Tel. 416.332.8280 www.ca.schindler.com Fixation kit Door assembly Fixation kit Door assembly Landing doors Landing door overview Landing door mounting options Schindler has received renewal to ISO 14001:2004 and ISO 9001:2008 certificates. Schindler is a member organization of the U.S. Green Building Council. Schindler prints with vegetable-based ink on paper containing post-consumer waste fiber. Schindler 3300 Traction elevator installation checklist Schindler Passenger Elevators 2 Schindler 3300 Checklist Schindler 3300 Traction elevator installation checklist Delivery of equipment Prior to elevator equipment delivery, an enclosed dry hoistway, a ready machinery space and temporary or permanent three-phase power must be available. General Contractor – Provide adequate, rollable access for delivery and material unloading, and a dry place for storage of equipment located near hoistway. – Refer to elevator layout. Please verify hoistway finished clear width and depth, pit depth, floor-to-floor heights, and clear overhead. – Build a clear, plumb, legal hoistway in accordance with applicable code from top to bottom with variations not to exceed 1” (25.4 mm) per 100’ (2540 mm). – Provide attachment points for elevator rail brackets. Locate per layout. – Provide a temporary work platform at the top floor of each hoistway for elevator construction; see Detail A. – Vent at the top of hoistway to be located on side opposite of the machine. Check local codes for ventilation requirements. Refer also to Ventilation Requirements. – Supply hoist beam for elevator construction and service work. Beam to run across the width of the elevator shaft. Loads and location per elevator layout. Hoistway walls – Masonry: Provide opening of +8” (203 mm) on each side and +4” (102 mm) on top of clear opening for installation of door frames and sills by Schindler. – Dry wall: Walls at entrance to be built after door sills and frames are set in place. – Grout entrances and sills after installation by Schindler. – No conduit, duct or piping allowed in the hoistway that is not related to the elevator equipment. – Pit and hoistway must be dry at all times. – If job requires cutting and patching of walls, floors, etc., and removal of such obstruction for proper installation of the elevator as well as pockets or blockouts for signal fixtures, it is to be done by General Contractor. Refer to elevator layout. Seal all wall penetrations with material approved by code to maintain fire rating. – OSHA-approved barricades must be installed with kick board at each opening. – Attachment points for elevator rail bracket supports (inserts, steel or concrete) are needed at all floor levels and in the overhead at 8’-2” above top landing. Supports between floors may be necessary per code if span is excessive. Coordinate locations with Schindler. – Bevel all hoistway projections and recesses in accordance with applicable codes. – Divider beams are required between adjacent elevators at all floor levels and at 8’-2” above top landing. Locate per layout. Pit – Provide drain or sump hole in pit as required by governing local code. Cover for sump shall be level with pit floor. Drains connected directly to sewers shall not be installed in elevator pits. Location to be coordinated with Schindler. Pit must be dry at all times. – Pit ladder may be supplied by Schindler if a collapsible pit ladder is necessary. Machinery space – Temperature of machinery spaces must be maintained as follows for proper operation of equipment. – Hoistway: Between 32° F (0° C) & 110° F (43° C) – Top Landing: Between 32° F (0° C) & 104° F (40° C) – No conduit, duct or piping allowed in machinery spaces that is not related to the elevator equipment. – Provide fire extinguisher (type ABC) within sight of top landing entrance. – Provide live analog phone line. C1 C2 C3 C4 C5 C6 C7 Top Floor Typical Floor Pit C1 C2 E1 E3 E2 C6 C4 C3 E4 C5 C7 E5 3Schindler 3300 Checklist Electrical Contractor – Must immediately confirm the type of three-phase power to the elevator equipment room (208 volt, 460 volt, 480 volt, 575 volt or 600 volt) and provide before work can begin. Refer to Schindler power data sheet for approval. – Provide a non-fused, enclosed, externally-operable motor circuit switch capable of being locked in the open position as a means to disconnect power from the machine in the hoistway overhead. This switch is to be in line of sight of the motor controller located on the front wall of the hoistway. – Provide a fused, heavy duty, three-phase, lockable disconnect or shunt trip breaker in a machinery space accessible from outside of the hoistway with feeder branch wiring to the non-fused switch in the hoistway. Disconnect size to suit elevator contractor’s equipment requirements. All work must be per National Electric Code and ASME A17.1 and any local codes. Locate per layout. – Where transformers are necessary to provide the proper voltage to the operation controller or motor controller. Locate per layout. – Provide a 110V single-phase lockable disconnect (for car lighting and fan) in the machinery space accessible from outside of the hoistway with feeder branch wiring to elevator controller. Disconnect size to suit elevator contractor’s equipment requirements. All work must be per National Electric Code, ASME A17.1 and any local codes. Locate per layout. – Provide a 110V single-phase lockable disconnect (for top hoistway machinery space lighting) in the machinery space accessible from outside of the hoistway with feeder branch wiring to elevator controller. Disconnect size to suit elevator contractor’s equipment requirements. All work must be per National Electric Code, ASME A17.1 and any local codes. Locate per layout. – Provide a 110V single-phase lockable disconnect (for hoistway pit lighting) in the machinery space accessible from outside of the hoistway with feeder branch wiring to elevator controller. Disconnect size to suit elevator contractor’s equipment requirements. All work must be per National Electric Code, ASME A17.1 and any local codes. Locate per layout. – If sprinklers are required, provide smoke-sensing devices at elevator lobbies and/or at top of elevator shaft, with electrical conductors terminating at elevator controller in machinery space for automatic elevator recall system in the event of a fire. – Shunt trip breaker required if sprinkler in pit, hoistway or machine room. – Provide adequate lighting and receptacle in machinery spaces. Locate per layout. – Per the latest National Electrical Code, all receptacles installed in machinery spaces and pits must have Ground Fault Circuit Interrupter Protection (GFCI). – Provide a light and receptacle in elevator pit. Locate per layout. Schindler Elevator Corporation – Supplies telephone in car and travel cable to car. Machine space considerations All wiring (including analog phone line) to machinery space supplied by owner. Local codes may vary. Consult with your architect/ engineer and local Schindler representative. Sound suppression The following guidelines are to be followed to reduce noise to acceptable levels: 1. The surrounding walls, floor, and ceiling assembly should have a substantial STC (Sound Transmission Class) rating. The higher the STC rating, the better. If noise-sensitive areas are nearby, STC 50 or 55 should be used as the design criteria for the surrounding structure. Concrete block walls will provide STC 42. Two layers of gypsum board on each side of 3 5/8” steel studs at standard spacing (total of four layers, two on each side) with fiberglass batt in the cavity will provide STC 56. All cracks and gaps around the perimeter must be copiously filled with the appropriate acoustical caulking. Wood studs should be avoided, but if they are used, attach drywall with resilient channel or use a staggered stud arrangement. 2. In situations where noise-sensitive areas are not an issue, two layers of drywall (four total) are still recommended and sufficient caulk around the perimeter. Double-layer drywall with staggered seams works best. 3. Penetrations into the hoistway must be kept to a minimum. When conduits pass through the walls, they must be sealed with mortar or the appropriate acoustical sealant to prevent noise leaks. A heavy, solid material must be used. Do not use fiberglass. 4. If the walls are concrete block, do not paint them. Unpainted block has about 33% absorption, which is lost with a coat of paint. E1 E2 E3 E3 E3 E4 E5 Schindler 3300 Traction elevator installation checklist CMN-1203 L1005 © Schindler Elevator CorporationVentilation requirements These guidelines are to be followed to maintain acceptable elevator equipment room temperatures. 1. Temperature of machinery spaces must be maintained as follows for proper operation of equipment. – Hoistway: Between 32° F (0° C) and 110° F (43° C) – Top Landing: Between 32° F (0° C) and 104° F (40° C) 2. Minimum machinery space ventilation requirements for Schindler 3300 elevators: Rated HP BTU/hr CFM* 5.2 [FMB130-4M576-NA] 5050 258 5.2 [FMB130-4M256-NA] 5160 263 7.8 [FMB130-4M464-NA] 5120 261 7.8 [FMB130-4M192-NA] 5540 283 7.1 [FMB150-6D540-NA] 3880 198 7.1 [FMB150-6D234-NA] 4100 209 10.6 [FMB150-6D396-NA] 4330 220 10.6 [FMB150-6D162-NA] 5240 267 * Minimum air at 70° F to be moved in and out of the machine room. Detail A Temporary work platform 2100 lb capacity car 2x8 studs as shown, spacing not to exceed 16” at any time center of car platform 2’-6”2’-6” 3’-0”3’-0” 2x8 studs as shown, spacing not to exceed 16” at any time 2x8 studs as shown, spacing not to exceed 16” at any time 2x8 studs as shown, spacing not to exceed 16” at any timecenter of rail 12” x 12” square cutout 12” x 12” square cutout center of car platform 3’-0”3’-0” 3’-6”3’-6”center of rail2500 lb, 3000 lb and 3500 lb capacity cars Notes: 1. All 2x8s to be grade 2, Douglas Fir, free of knots. 2. Platform to be covered by .75’ plywood. 3. Plywood decking to be .75’ thick CDX grade, tongue and groove. 4. Platform mounting to hold load of 1500 lb. For further information, including location of the Schindler offi ce nearest you, please contact: U.S. Headquarters. Morristown, New Jersey Tel. 973.397.6500 www.us.schindler.com Canada Headquarters. Scarborough, Ontario Tel. 416.332.8280 www.ca.schindler.com Schindler has received renewal to ISO 14001:2004 and ISO 9001:2008 certifi cates. Schindler is a member organization of the U.S. Green Building Council. Schindler prints with vegetable-based ink on paper containing post-consumer waste fi ber.