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HomeMy WebLinkAboutNORTHFIELD FILING 1 EXPANDED - PDP180011 - SUBMITTAL DOCUMENTS - ROUND 3 - RESPONSE TO STAFF REVIEW COMMENTSCommunity Development and Neighborhood Services 281 North College Avenue PO Box 580 Fort Collins, CO 80522 970.221.6750 970.224.6134 - fax fcgov.com/developmentreview November 09, 2018 Jason Sherrill Landmark Real Estate Holdings, LLC 6341 Fairgrounds Ave., Ste 100 Windsor, CO 80550 RE: Northfield Filing 1 Expanded, PDP180011, Round Number 2 Please see the following summary of comments from City staff and outside reviewing agencies for your submittal of the above referenced project. If you have questions about any comments, you may contact the individual commenter or direct your questions through the Development Review Coordinator, Todd Sullivan, at 970-221-6695 or tsullivan@fcgov.com. Comment Summary: Department: Planning Services Contact: Ted Shepard, 970-221-6343, tshepard@fcgov.com • Most all comments need to be resolved prior to hearing or discussed and found to be in compliance with the applicable standards without further revisions. Topic: General Comment Number: 2 Comment Originated: 09/09/2018 11/05/2018: On an overall basis, Staff is concerned about lengths of the alleys, especially between the three buildings that front on Lemay and the three buildings that front on Pioneer Trail. All alleys are characterized by adjoining driveways, or driveway aprons, arranged in a continuous series resulting on large expanses of concrete. In order to mitigate the harshness of these alleys, please explore the feasibility of adding end-cap landscape islands at the ends of these driveways so long concrete areas are at least flanked by landscaping. Islands should be sized to include one shade tree or two ornamental trees along with shrubs to cover. (Note: these areas should not be used for electrical transformers.) 09/09/2018: Buildings 3a, 5a, 9a, 11a, and 13a, are served by long alleys that will appear stark. Has the applicant considered upgrading these alleys to street-like private drives versus alleys? Are there more opportunities for landscaping? Can additional space be provided between driveways? RESPONSE: Landscape areas with ornamental trees have been added where feasible 2 Comment Number: 9 Comment Originated: 09/09/2018 11/05/2018: Carried Over. See comments 53 - 60. 09/09/2018: Given the fact that building footprints for both the single family attached and multi-family buildings appear similar, Staff recommends a meeting the architect to review all aspects of the building types and designs to ensure compliance with the standards so that modifications are not needed. RESPONSE: Please see updated Building Type tables. All ‘Brownstones’ are now S.F.A. Comment Number: 10 Comment Originated: 09/09/2018 11/05/2018: Carried Over. See comment 37 C. 09/09/2018: Tract I must be upgraded so that it also performs as a buffer yard for the benefit of the Alta Vista neighborhood. Page 35 of the Northside Neighborhoods Plan contains a diagram showing a berm in this buffer area. Additional landscaping is needed. Since it is also a stormwater detention pond, please provide a cross-section so that we can see the depth of the pond and the extent of the side slopes. Landscaping must be carefully placed so as to not be inundated by stormwater. Please coordinate with Planning and Capital Projects staff on how to best achieve the buffer envisiaged in the Northside Neighborhoods Plan along Suniga. RESPONSE: TBG – Landscape has been adjusted. A form of monument signage will be located at each pedestrian connection entering the Alta-Vista Neighborhood Comment Number: 15 Comment Originated: 09/09/2018 11/05/2018: Carried Over. Housing Type categories must match Section 4.5(D)(2). 09/09/2018: Please add a table to the cover sheet that indicates the four housing types, their number and their percentage of the total. RESPONSE: Please see updated Building Type tables. All ‘Brownstones’ are now S.F.A. A Residential Mixed-Use Building has also been added Comment Number: 19 Comment Originated: 10/09/2018 10/09/2018: Regarding addressing and wayfinding for emergency providers, there are four private alleys that will need street names in order to properly address the 17 buildings that do not front on a public street. RESPONSE: Drives are currently labeled with a letter designation. Names will be selected and provided at final. Comment Number: 20 Comment Originated: 10/09/2018 10/09/2018: The October 17, 2018 plan set provided four cross-sections. For cross-section D in Tract G, the Drainage and Grading Plan shows a swale in this area. Please add the topography shown on the D & GP to this cross-section. As noted previously, Staff is concerned that the front yard open space for Buildings 3a and 5a doubles as a stormwater conveyance channel which minimizes its effectiveness. Landscaping in these areas must be carefully placed so that plant material is located where it won't be inundated. RESPONSE: A note has been added stating that the vertical of all cross-sections is exaggerated. Comment Number: 21 Comment Originated: 10/09/2018 10/09/2018: Please add a note to the Site Plan that there will be no vehicular access from the current alignment of Lemay Avenue to site except for public streets. RESPONSE: Note added Comment Number: 22 Comment Originated: 10/09/2018 3 10/09/2018: Comment Numbers Five and Six ¿ Emphasis: Where buildings do not front on streets, and since there are no person doors along the private alleys, only garages, the remaining three sides of these buildings must include walkways for emergency responders to gain access around the building to the front door. (Note P.F.A. will not stage from Suniga Road.) Walkways around buildings have been added per the plan set dated October 17, 2018. Based on these plans, the following additional connecting walkways are needed: South of Suniga Road: • West side of 12a • East side of 13a North of Suniga Road: • South side of Bldg 10 or extend the flare to the alley. RESPONSE: Walks have been added Comment Number: 23 Comment Originated: 10/09/2018 11/05/2018: Staff has since received a Request for Alternative Compliance (dated October 17, 2018). Under the request, please emphasize that the proposal includes two connections across the Lake Canal instead of three. Also, along the south, please emphasize that there will be one connection to the south instead of two. 10/09/2018: The site has two edges which, per 3.6.3(F), need additional street connections to the adjoining property (one local street connection every 660 feet). Along the Lake Canal, the site has 2,002 linear feet which requires three street connections and only two are shown. Along the south edge, west of Tract I, the site has 1,478 linear feet which requires two street connections and only one is shown. Along Tract I and Block 23, the site has 906 linear feet which requires one street connection, and none is shown. Please refer to Section 3.6.3(H) which allows for Alternative Compliance to this standard and submit a Request for Alternative Compliance that addresses review criteria found in Section 3.6.3(H)(2). RESPONSE: Alternative Compliance request has been modified as suggested. Comment Number: 24 Comment Originated: 10/09/2018 10/09/2018: Revised Comment: Transfort will not be requiring any public improvements at this time. In the future, as Suniga Road is extended in the future, and the surrounding area further develops in a manner that needs bus service, Transfort will establish the frequency and location of bus stops accordingly. Please contact Seth Lorson, 416-4320, if you have any questions. RESPONSE: Acknowledged. Comment Number: 25 Comment Originated: 10/09/2018 10/09/2018: Comment Number 11 – Emphasis: Based on our recent meeting, it appears that Tract I will become a private park in order to comply with Section 4.5(D)(3) - L-M-N Access to Park. That way a Modification will not be needed (due to crossing an arterial street to gain access to the clubhouse). Be sure to indicate the size and include features such as a meandering path, pet station, stone seat benches, etc. in compliance with the standard. RESPONSE: Noted; features have been added to the park. Comment Number: 26 Comment Originated: 10/09/2018 11/05/2018: Staff has received a Request for Modification (dated October 17, 2018). Staff is willing to support this Modification. 4 10/09/2018: Please submit a Request for Modification regarding Access to Neighborhood Center in the L-M-N zone due to the dwelling units south of Suniga Road needing to cross an arterial street. Section 4.5(D)(3) is the applicable standard. You may want to consider that the designation of Suniga Road as a replacement for East Vine Drive as the east-west arterial within this square mile section could be considered a hardship which divided the Schlagel Farm, at no fault of the applicant. Also, as potential mitigation, please verify with Suzanne Bassinger of Park Planning as to the feasibility of the Northeast Regional Trail crossing Suniga with an overpass. RESPONSE: Acknowledged, thank you. Comment Number: 31 Comment Originated: 10/09/2018 10/09/2018: On sheets SP3,5,8 and 9, please move the text outside building envelopes. Since these units are Single Family Attached, each individual lot needs to be fully depicted and distinguished from the common open space. Please add the width dimension of each unit and the length and width of the building. Also, the full extent of the front porch needs to be indicated. Also, please label or graphically depict the area which appears to the be the driveway apron located between the back of the lot and the easement for the private alley. Since this apron is not a part of the lot and not a part of the alley easement, please add a note that clearly calls out the legal status of this area. RESPONSE: TBG – labels have been adjusted, concrete hatching has been added and typicals on Sheet LS 12 have typical porch dimensions and labels Comment Number: 32 Comment Originated: 10/09/2018 10/09/2018: There are nine Tracts shown on the Plat. Please add these Tract designations to the Site Plan sheets 2 – 11. RESPONSE: Labels have been added to all sheets indicating Tracts Comment Number: 33 Comment Originated: 10/09/2018 11/06/2018: Please provide a schematic that indicates compliance. 10/09/2018: Comment Number Seven - Emphasis: For Section 3.5.2(D) - connecting walkways or major walkway spine - if there are walkways that cross an alley to gain access to nearest public sidewalk, then such crosswalks must comply with Section 3.2.2(C)(5)(b) which states: "Street Crossings. Where it is necessary for the primary pedestrian access to cross drive aisles or internal roadways, the pedestrian crossing shall emphasize and place priority on pedestrian access and safety. The material and layout of the pedestrian access shall be continuous as it crosses the driveway, with a break in continuity of the driveway paving and not in the pedestrian access way. The pedestrian crossings must be well-marked using pavement treatments, signs, striping, signals, lighting, traffic calming techniques, median refuge areas and landscaping." Please provide a schematic that indicates compliance. RESPONSE: Pedestrian spines have been designated and are connected to ROW. Crossings across private alleys drives also been added to assist in circulation. See civil plans. Comment Number: 34 Comment Originated: 11/05/2018 11/05/2018: For three buildings between the Lake Canal and Schlagel Street, the distance to the nearest public street sidewalk exceeds 200 feet. Therefore, these three buildings need a Major Walkway Spine to comply with Section 3.5.2(D)(1). As we discussed, the walkway must be tree-lined but clustering in a naturalistic fashion is acceptable due to the proximity to the Lake Canal. Be sure to label the extent of the Major Walkway Spine. RESPONSE: Noted; the pedestrian spine has been labeled and trees fronting along the spine are clustering in a natural fashion. 5 Comment Number: 35 Comment Originated: 11/05/2018 11/05/2018: Revised Comment: Staff is aware that there is an intervening property, 1121 N. Lemay Avenue, between Northfield and the convenience center. Please note the following standard: Section 3.2.2(C)(7) "Off-Site Access to Pedestrian and Bicycle Destinations. Off-site pedestrian or bicycle facility improvements may be required in order to comply with the requirements of Section(E)(1) (Parking Lot Layout), Section 3.6.4 (Transportation Level of Service Requirements), or as necessary to provide for safety, efficiency and convenience for bicycles and pedestrians both within the development and to and from surrounding areas." This standard requires a temporary, asphalt, pedestrian and bicycle connection to the convenience center. It appears that there is sufficient right-of-way in N. Lemay Avenue for these improvements and that the distance is approximately 237 feet. Staff is aware that the long-term plan is for N. Lemay to turn 90-degrees west into Schlagel Street in order to not interfere with proposed re-aligned N. Lemay. Staff is also aware that the Parks Department is planning for the Northeast Regional Trail. A temporary pedestrian and bicycle connection, however, is still needed in the short term for access even though the existing N. Lemay will not extend past Schlagel Street. Staff acknowledges that the City's Capital Projects Group will construct permanent improvements estimated to be in 2022. RESPONSE: 10’ asphalt connection has been proposed and shown on site plans. Comment Number: 36 Comment Originated: 11/05/2018 11/05/2018: The following comments are based on the Lot Typicals on Sheet SP 13: A. Regarding the Typical for the Single Family Attached (Brownstones), please note that the front yards are bisected by a line that parallels the street and aligns with the bottom of the stairs. While it is clear that in front of this line is the front yard, it is not clear what is between this line the unit. What is the purpose of this line or does the front yard simply consist of the entire area between the unit and the back-of-walk? Please clarify. Also, please clarify that the area between the fence and the public sidewalk is considered part of the front yard. RESPONSE: The line cutting through the front yards are the fence lines; please see labels. On ‘Lot Typicals’, the front yard is depicted. The front yard consists of everything between the unit and the back-of-walk. B. Regarding the Typical for Multi-Family with Fenced Yards (Residences and Rowhouses), for the Residences, please note that the drive aisle width could be reduced from 24 to 20 feet. This would enlarge the yards and lengthen the driveways. RESPONSE: Noted; this has been updated per the comment. C. Also, please note that the fence and gate must be two feet behind the public sidewalk. For the Rowhouses, be sure to clarify that the area between the fence and the public sidewalk is considered part of the front yard. RESPONSE: Noted; fences and gates have been moved per this comment, and a comment has been made on the typicals explaining the front yard. D. It would be helpful to add to both Typicals a label and dimension for the parkway (tree lawn). 6 RESPONSE: Noted and provided. E. Regarding the width of the parkways, they scale at 5.5 feet. Please note that LCUASS Figure 7-8F, on a Connector Local Street (57-foot right-of-way), the parkway width must be six feet wide. Please adjust the parkways accordingly. RESPONSE: Noted. Comment Number: 37 Comment Originated: 11/05/2018 11/05/2018: The following comments are based on the Cross-Sections on sheet SP 13: A. Regarding cross-sections A and B, please add that these are Connector Local Streets with 57 feet of right-of-way and 36 feet flow line to flow line. And, please indicate that the fence is two feet behind the sidewalk. RESPONSE: Cross-sections have been updated. B. Regarding cross-section B, the sidewalk is bordered by a steep drop-off. If this is the case, then this sidewalk will need a railing. RESPONSE: Noted; however, please note that the vertical of all cross-sections is exaggerated. C. Regarding cross-section C, the drainage swale includes a side slope to the north that measures 2.27-to-1 and the six-foot walk is benched-in at the direct edge of the swale. The problem is that the walkway is too close to a slope that is too steep. Generally, for walkways to be safe and functional next to drainage swales, slopes are a maximum steepness of 4-to-1. Staff recommends that the design be reconsidered and that various options be explored such as: move the walk further away from the swale, or decrease the steepness of the slope, or provide a measure of protection such as a decorative railing or retaining wall. Or another option would be a design that decreases the height of the berm to allow the walkway to move away from the swale. An average berm height of four feet, when combined with dense landscaping, would be an appropriate buffer between Suniga Road and Alta Vista. Please look for opportunities for the berm to be undulating so it looks more natural. RESPONSE: Noted; however, please note that the vertical of all cross-sections is exaggerated. Comment Number: 38 Comment Originated: 11/05/2018 11/05/2018: Regarding the commercial area at the northwest corner of Suniga Road and Steely Drive, the P.D.P. needs to establish a level of expectation as to the extent of the potential future land uses. Please advise if you anticipate this parcel developing in conjunction with the overall project or at a future phase. If in concert with the overall plan, then at the time of Final Plan, the design details associated with the end-user can be identified indicated on the Final Plan so that after entitlement, the end-user may proceed directly to Building Permit. If this parcel is to be developed post Final Plan, then Staff advises that it may be advantageous to set the stage at the P.D.P. level so that when an end-user is identified, it can be processed as a Minor Amendment to the Final Plan instead of a new Final Plan. Staff is aware that the developer envisions a small coffee shop. Please note that such a use is permitted in L-M-N but only if (1.) as part of a Neighborhood Center which requires at least two uses per Section 4.5(D)(3), or (2.) as part of a mixed-use dwelling (units on the second floor). A single use in a Neighborhood Center would require a Modification. 7 In any event, the P.D.P. is the best instrument to establish the future land use on this parcel. Staff recommends that we discuss this more fully so the P.D.P. is a fully formed as possible and all options are considered. RESPONSE: The Residential Mixed-Use building and associated site work is included in this PDP Comment Number: 39 Comment Originated: 11/05/2018 11/05/2018: Please add a Site Plan Note on Sheet 00 that explains trash and recycling will be handled at the level of the individual units and there will be no communal system on a project-wide basis. RESPONSE: Note added Comment Number: 40 Comment Originated: 11/05/2018 11/05/2018: Please add at the end of Site Plan Note Number 9: "...and not interfere with walkways and landscaping." RESPONSE: Note revised Comment Number: 41 Comment Originated: 11/05/2018 11/05/2018: The Block designations on the Site Plan do not match the Plat. Generally, the Plat designations should prevail. RESPONSE: All Block, Tract and lot text has been copied directly form the Plat files and should correlate correctly. Comment Number: 43 Comment Originated: 11/05/2018 11/05/2018: On SP1, don't uses ghosted text for the street names. RESPONSE: Corrected Comment Number: 44 Comment Originated: 11/05/2018 11/05/2018: 6.On SP1, please label the 100-year Floodplain as “Dry Creek” and the 500-year floodplain as “Poudre River.” RESPONSE: Revised as described Comment Number: 45 Comment Originated: 11/05/2018 11/05/2018: Please label the underground storm-tech systems on all sheets. RESPONSE: Labeled. Comment Number: 46 Comment Originated: 11/05/2018 11/05/2018: On SP1, please label the Lake Canal. RESPONSE: Labeled Comment Number: 47 Comment Originated: 11/05/2018 11/05/2018: On SP3, please label the 7.5-foot wide Regional Trail as it adjoins the 4.5-foot wide public sidewalk on north side of the east-west leg of Schlagel Street. RESPONSE: Labeled Comment Number: 48 Comment Originated: 11/05/2018 11/05/2018: On SP3, regarding extending the sidewalk to the north along Lemay so that it connects the project to convenience center, please add a note that an off-site sidewalk and bike lane will be constructed within the existing Lemay right-of-way. And please add a label indicating that the sidewalk along Lemay extends to the north property line as it gets lost in the linework or make the sidewalk more graphically clear. RESPONSE: Plans revised as described, notes added to appropriate sheets 8 Comment Number: 50 Comment Originated: 11/05/2018 11/05/2018: Please add a walkway that connects Pioneer Trail to Lemay between Buildings 14 and 12 (fronting on Pioneer Trail) and Buildings 15 and 13 (fronting on Lemay). RESPONSE: Walk has been added Comment Number: 52 Comment Originated: 11/05/2018 11/05/2018: On LS12, staff recommends that additional landscaping be added along the north side of Harvest Sun at the point of the tee intersection with Landmark Way, to create a more interesting and fully formed entry feature for the entire project. The applicant may also want to consider adding hardscape features or a sculpture to create an urban design focal point at this highly visible location. RESPONSE: Noted; additional landscaping has been added and signage/sculptures are being discussed. Comment Number: 53 Comment Originated: 11/05/2018 11/05/2018: In the Building Variation Table, under the category of Multi-Family (8 – 12), there is a housing model listed as “(5) 8-unit Stacked.” Please add a reference that these are distinct from being considered “Flats.” Are these still considered by the applicant to be referred to as “Residences”? If these are indeed referred to as “Residences,” please note in the table and add a label on sheet A1.8. RESPONSE: Tables have been revised for correct cross reference of building types and nomenclature Comment Number: 54 Comment Originated: 11/05/2018 11/05/2018: In the Building Variation Table, please indicate building height and please call out that the Brownstones are 2/3 stories. This is because the height of the Brownstones, being partial 3-stories, determines the architectural review standard per Section 4.5(E)(4) as opposed to the Multi-Family buildings that are two stories and reviewed by Section 3.8.30(F)(2). [Note that Brownstones that are Single Family Attached are reviewed by Section 3.5.2(C)]. RESPONSE: Building heights are included in first table Comment Number: 55 Comment Originated: 11/05/2018 11/05/2018: In the Building Variation Table, please indicate the quantity of each model variety for each housing type. For example, for the 12-unit Flats, there are a total of 15 buildings with three options. Does that mean each option includes five buildings? Similarly, for the 8-Unit Stacked (Residences), please indicate the distribution between the two model options. RESPONSE: See tables. Tables have been revised for correct cross reference of building types and nomenclature Comment Number: 56 Comment Originated: 11/05/2018 11/05/2018: On sheet SP1, please bring back the larger and heavier font that describes the Housing Type within each envelope as was depicted on the plan of the second submittal. The text on the third round plans (October 17, 2018) is difficult to read and I need to see clearly how the various Housing Types and Housing Models are distributed and that for the Rowhouse, Residences and Single Family Attached, there are no similar models next to each other. RESPONSE: Revised as requested Comment Number: 57 Comment Originated: 11/05/2018 11/05/2018: Staff is concerned that on an overall basis, the ¿Brownstone¿ is a Housing Model distributed over three Housing Types: 9 *Multi-Family (8 - 12), quantity – 5 *Multi-Family (5 - 7), quantity – 6 *Single Family Attached, quantity - 9. As a result, 20 of the 57 buildings are Brownstones. Since there are three Multi-Family Housing Types, and four Multi-Family Housing Models, repeated Multi-Family buildings are minimized and in accordance with the standard. For the Single Family Attached, however, the ¿Brownstone represents the only Housing Model, and it duplicates a Multi-Family Model. Using the same Housing Model (Brownstone) across three Housing Types does not contribute to overall variety across the entire project and minimizes the overall intent of mitigating the impact of repeated buildings and runs the risk of making Northfield visually repetitive. RESPONSE: Please see updated Building Type tables. All ‘Brownstones’ are now S.F.A. Comment Number: 58 Comment Originated: 11/05/2018 11/05/2018: Also, Staff is concerned that Multi-Family Brownstones are arranged in the same manner as the Single Family Attached Brownstones: •Multi-Family (8 – 12): quantity – 5; •Multi-Family (5 – 7): quantity – 6; These are arranged in 8,6 and 5-plexes. •Single Family Attached; quantity 9; also arranged in 8,6 and 5-plexes. RESPONSE: Please see updated Building Type tables. All ‘Brownstones’ are now S.F.A. Comment Number: 59 Comment Originated: 11/05/2018 11/05/2018: As noted, the Brownstone Housing Model is distributed across three Housing Types. Staff is concerned that if the Brownstone is to be credited as a Housing Model for three Housing Types, then it needs more architectural variety. While the Brownstones are arranged in three building envelopes (8,6 and 5-plexes) the architectural distinctions among these envelopes are subtle. Compliance relies too much on the difference in the sizes of the building envelopes and not enough on unique architectural characteristics. Consequently, there is too much similarity among the three Brownstone models. Except for the changes in the accent roofs and other minor features, the models are not sufficiently differentiated. In addition, the exterior finish materials list for all three options are identical. RESPONSE: Please see updated Building Type tables. All ‘Brownstones’ are now S.F.A. Comment Number: 60 Comment Originated: 11/05/2018 11/05/2018: The Single Family Attached Brownstone must be designed to be visibly distinctive from the Multi-Family Brownstone. The difference in ownership between Single Family Attached (fee simple lots) and Multi-Family (condominiums) is not, by itself, sufficient to mitigate repeated buildings. The three different sized building envelopes must be supplemented and enriched by differentiating articulation and exterior materials. Please explore options to enrich the variety among repeated buildings in the Single Family Attached category. RESPONSE: Please see updated Building Type tables. All ‘Brownstones’ are now S.F.A. Comment Number: 61 Comment Originated: 11/07/2018 11/07/2018: Section 3.6.3(D) – Spacing of Limited Movement Collector or Local Street 10 Intersections with Arterial Streets – requires a local street to intersect with an arterial street (unsignalized) every 660 feet. For the north side of Suniga, two, instead of three, local street intersections are provided. For the south side of Suniga, one, instead of three, local street intersections are provided. Section 3.6.3(H) allows for the proposed plan to be considered under Alternative Compliance without having to provide three more local street intersections. Please submit an Alternative Compliance request based on the available criteria under Section 3.6.3(H)(2). RESPONSE: An Alternative request for street spacing has been submitted with this roubnd. Comment Number: 62 Comment Originated: 11/07/2018 11/07/2018: For the three buildings that front on N. Lemay Avenue (Bldgs. 9,13,15), they will be addressed off N. Lemay versus the private drive (alley). As such, emergency responders will need to stage on N. Lemay, which, until Lemay is realigned, will function as an arterial street. Please investigate adding two interim pull-outs for emergency equipment. Each pull-out needs to measure 10’ x 60’. When Lemay is realigned, existing Lemay will be down-classified to a local street and these pull-outs can be removed. RESPONSE: Walk have been provided from the private drive (via EAE) to the front of the units. We do not believe the pull-outs are necessary or required Comment Number: 63 Comment Originated: 11/07/2018 11/07/2018: For buildings that do not front on streets and rely on the private drive (alley) for utilities, please be aware that for the narrower alleys, there may spacing issues for all the utilities. For example, south of Suniga Road, the alley measures 40 feet in width. For proper separation, this likely means that either electric or natural gas will have to serve the buildings not from the alley but from the common green space in front of the buildings. We are hearing that this is not desirable. Please coordinate with Fort Collins Utilities (water, sewer, electric, broadband) and outside utility providers (gas and telecommunications) as how to design a layout that meets proper separation requirements. RESPONSE: Preliminary utility coordination meetings have been held on 9/24/18, 11/19/18, and 12/14/18. I believe that major layout concerns have been addressed and are ready to move towards final design after hearing. Comment Number: 64 Comment Originated: 11/07/2018 11/07/2018: Be sure to adjust the street trees in the parkway on the north side of Suniga to account for the NECCO storm line. This line does not exactly align with the sidewalk. Towards the east, there may be room for shade trees. Towards the west, trees may have to ornamentals. RESPONSE: Trees along Suniga have been updated accordingly. Comment Number: 65 Comment Originated: 11/07/2018 11/07/2018: As noted, wherever buildings do not front on streets, and rely on the private drives (alleys) for emergency response, these alleys will need to be named. For the P.D.P., names do not have to be selected. Instead, simply use letter designations so the plan can be easily referenced. RESPONSE: Letter designations have been added to the private drives Comment Number: 66 Comment Originated: 11/07/2018 11/07/2018: Please note that the street name Landmark Way Road should be shortened to simply Landmark Way. This is because “Way” is already a commonly accepted suffix and to add “Road” would be redundant. RESPONSE: Revised as directed 11 Comment Number: 67 Comment Originated: 11/07/2018 11/07/2018: Repeated for emphasis - staff supports the request by the Poudre Fire Authority to extend walkways from the private drives serving the buildings west of Schlagel Street so they connect to the walkway that runs parallel to the Lake Canal. RESPONSE: Walks have been added and extended as requested Department: Engineering Development Review Contact: Spencer Smith, 970-221-6603, smsmith@fcgov.com Topic: General Comment Number: 5 Comment Originated: 09/10/2018 11/05/2018: FOR HEARING: There are still discrepancies between how and which easements are called out and shown between the plans. This needs to be corrected so that all easements are shown and labeled correctly on all plans. 09/10/2018: Existing easements are not being shown/called out consistently between the plat, utility plans and site plan. Please coordinate with all consultants to ensure the all easements are being shown on all plans and correctly. RESPONSE: Easement descriptions have been coordinated and should be consistent between plans and the plat. Comment Number: 6 Comment Originated: 09/10/2018 11/05/2018: FOR FINAL: 09/10/2018: There are quite a few line over text and text over text issues. Please ensure that all text is legible. RESPONSE: All line over text issues will be resolved during the preparation of the Final Compliance Plans (FCP). Comment Number: 13 Comment Originated: 09/10/2018 11/05/2018: FOR FINAL: The linework for the walk and trail along Schlagel St. is still unclear. Also, the linework does not match the utility plans. 09/10/2018: The linework for the widened trail section along Schlagel St. does not make sense (see redlines). RESPONSE: The proposed and future trail linework is now shown on the utility plans to be consistent with site plan. The trail alignments will be coordinated further furing the preparation of the FCP plans. Comment Number: 18 Comment Originated: 09/10/2018 11/05/2018: FOR FINAL: There are a few locations where there is less than 750 sf of area draining across a public walk, but it is still being concentrated into a drain pan. If the drainage area is <750 sf, it is okay, but can't be concentrated into a pan. 09/10/2018: There are some instances of concentrated storm runoff being conveyed across sidewalk within public ROW, which is not allowed. Please revise drainage design accordingly. Sheet flow up to 750 SF is allowed. RESPONSE: The grading design has been updated to not allow more that 750 sqft draining across the public sidewalk. During final design, the minor drainage basins and detailed grading will further 12 describe the areas drainage over sidewalks. Comment Number: 21 Comment Originated: 09/10/2018 11/05/2018: FOR FINAL: 09/10/2018: The offsite access easement to the north needs to be in place prior to final approval of this project. Please provide confirmation of easement recordation prior to then. RESPONSE: Acknowledged. Comment Number: 23 Comment Originated: 09/10/2018 11/05/2018: FOR FINAL: 09/10/2018: At Final - We will want to see spot elevations and slopes labeled on all pedestrian ramps in public ROW. Coordinate with Engineering on what is being requested prior to submitting final construction plans. RESPONSE: Acknowledged. Comment Number: 24 Comment Originated: 09/11/2018 11/05/2018: FOR HEARING: A response was provided that stated this comment went away, but as far as I know, the modification is still required. Refer to footnote #5 on Table 7-3 of LCUASS. This needs to be confirmed/coordinated with the case planner, Ted Shepard. 09/11/2018: A modification to the LUC will need to be requested for the proposed spacing of access points along Suniga Rd. RESPONSE: The Alternative Compliance request is included in this submittal] Comment Number: 25 Comment Originated: 09/11/2018 11/05/2018: FOR FINAL: 09/11/2018: At Final - Provide elevation and slope information for the proposed access road that connects off-site, to the north of the site. RESPONSE: Acknowledged, additional grading detail will be provided during FCP. Comment Number: 27 Comment Originated: 09/11/2018 11/05/2018: FOR HEARING: Please add a note to all Suniga typical sections in the utility plans (cover sheet and P&P sheets). See utility plan redlines for language to use. 09/11/2018: At Final: Suniga road will be designed to the City's modified 4-lane arterial section (final typical section to be provided by City) RESPONSE: A note has been added to the typical Suniga Street sections that the street section will include a raised protected bike lane per the City’s capital improvement engineer. Comment Number: 29 Comment Originated: 09/11/2018 11/05/2018: FOR HEARING: Please add notes where applicable that state that offsite grading/design of streets will be provided at final. 09/11/2018: At Final: Off-site street profiles will need to be provided for Steely (south of Suniga) and both ditch crossings RESPONSE: A note has been added to the street plan & profile sheets. Comment Number: 31 Comment Originated: 09/11/2018 11/05/2018: FOR INFORMATION: 09/11/2018: Please see Engineering redlines (Utility Plans, Site Plan and Plat) for additional comments. 13 RESPONSE: As of 12/31/18, we have not received engineering redlines. All redlines will be coordinated and/or addressed during the completion of the FCPs. Comment Number: 32 Comment Originated: 11/06/2018 11/06/2018: There is a reimbursement due the City for easements purchased on the south side of Suniga, that are being vacated as part of this project. The amount due is $24,689.00. This amount will be due prior to vacation of the easements. Please coordinate with City Engineering staff to schedule a meeting if you wish to discuss in further detail. RESPONSE: The easement description has been adjusted to include ‘slope’ so that the public guarantees of the original easement are not altered. Comment Number: 33 Comment Originated: 11/06/2018 11/06/2018: FOR FINAL: The ditch crossing of Suniga will need to be included with the final design plans. The consulting engineer will need to coordinate with City CIP Engineering (Tim Kemp and/or Jin Wang) regarding the design. RESPONSE: Acknowledged and will be coordinated with the appropriate City engineer. Comment Number: 34 Comment Originated: 11/06/2018 11/06/2018: FOR FINAL: All plans that reference the engineering consultant need to be updated with the correct/current engineer information. The owner information is listed differently between the plat and site plan. The plans need to reference the correct owner. RESPONSE: The correct owner name has been coordinated between plans. Comment Number: 35 Comment Originated: 11/06/2018 11/06/2018: FOR FINAL: Please include a reference to ADA standards in the Site Plan Notes, as the project will need to meet these standards in addition to City walk/ramp standards. RESPONSE: Notes have been added Comment Number: 36 Comment Originated: 11/06/2018 11/06/2018: INFORMATION ONLY: There may be a conflict with the proposed drainage facilities within the proposed 50-foot public access and trail easement along the ditch. Please work with Park Planning to ensure that the drainage design and future trail and easement will be acceptable. RESPONSE: The grading/drainage/utility design has been updated to accommodate the future regional trail. Cross sections have been provided for areas requested by Park Planning. Comment Number: 37 Comment Originated: 11/06/2018 11/06/2018: FOR FINAL: I'm not sure what is proposed at the very west end of the site, south of Suniga (see utility plan redlines sheet 5). There is some wide section of sidewalk that ties into the curb and gutter of Suniga and straddles the ROW line. Please clarify the intent of this. RESPONSE: The future trail is now shown on the utility plans for clarification. Comment Number: 38 Comment Originated: 11/06/2018 11/06/2018: FOR FINAL: All of the proposed walk and drainage pan or swale crossings will need to be detailed/designed at final. RESPONSE: Acknowledged. 14 Comment Number: 39 Comment Originated: 11/06/2018 11/06/2018: FOR FINAL: The reconfigured trickle pan in the private alley on the north side of the Schlagel and Pioneer Trail intersection needs to be redesigned. I don't think that the current configuration will work. RESPONSE: The current configuration directs runoff under the public sidewalk. Due to the shallow sanitary sewer pipe, storm drain is limited due to vertical conflicts. This will be further investigated during preparation of the FCPs. Comment Number: 40 Comment Originated: 11/06/2018 11/06/2018: FOR FINAL: Please identify the emergency access only connection to Suniga on the south side of the street. The design will need to ensure that public access is restricted and that it meets PFA design standards/criteria. RESPONSE: A note has been added to the utility plan and Suniga P&P sheets. Controlled access will be coordinated with PFA during preparation of the FCPs. Comment Number: 41 Comment Originated: 11/06/2018 11/06/2018: FOR FINAL: The proposed crosswalk striping at the intersection of Suniga and Lemay should align with the pedestrian ramps. RESPONSE: Acknowledged. Striping adjustments will be coordinated during preparation of FCPs. Comment Number: 42 Comment Originated: 11/06/2018 11/06/2018: FOR FINAL: Lot 6, Block 8 building envelope should be outside of the sight distance easement. RESPONSE: The easement is proposed to be dedicated crossing this lot. No building is proposed within the easement. Comment Number: 43 Comment Originated: 11/06/2018 11/06/2018: FOR FINAL: Please coordinate with surveying consultant to get all necessary sight distance easements identified on sight distance exhibit, dedicated on the plat. RESPONSE: The sight distance easements will be coordinated accordingly. Comment Number: 44 Comment Originated: 11/06/2018 11/06/2018: INFORMATION ONLY: Engineering is okay proceeding to hearing, as long as the comments noted "FOR HEARING" are addressed. RESPONSE: Acknowledged and thank you. Department: Stormwater Engineering Contact: Heather McDowell, 970-224-6065, hmcdowell@fcgov.com Topic: Construction Drawings Comment Number: 3 Comment Originated: 09/10/2018 11/05/2018: BY HEARING: The current plans appear to now show two “running traps” (please verify the number of these) and based on the response to the last comment about utilizing the NECCO system to help drop the groundwater elevations on the site and that this approach was not going to be pursued for this site, 15 you will still need to show, during preliminary design, that you can meet drain time requirements and show how the hydraulics of the running trap systems actually work before this approach can be considered. 09/10/2018: Grading and Drainage Plan: Current plans show the infiltration galleries outfalling to a siphon with an open-bottomed manhole located in or adjacent to public or private roadways. The open-bottom siphon seems to negate the proposed water tight joints in the piping. To alleviate this situation, we have discussed internally that underdrain systems can be allowed to connect into the NECCO backbone to lower groundwater elevations nearby. With that, it seems that you can drop the stormwater infrastructure on the site and eliminate the stormwater siphons. If these continue to be proposed as part of the stormwater infrastructure for this site, you will need to show, during preliminary design, that you can meet drain time requirements and show how the hydraulics of this system work before these systems can be considered. 12/29/2017: It is unclear if the infiltration galleries outfall by gravity. These will be required to at least drain to an underdrain system that daylights by gravity somewhere. RESPONSE: We have gone through and further detailed the vertical design of the storm and sanitary sewer mains and the lowest manhole or structure invert is shown. At this time we were able to eliminate the running traps by lowering the storm drain and utilizing the lower inverts of NECCO. This requires the storm drainage design to surcharge the structures in the detention ponds since pipes are not able to daylight into the ponds. Comment Number: 24 Comment Originated: 11/05/2018 11/05/2018: BY HEARING: What are the groundwater elevations relative to the bottom of the infiltration gallery elevations? You will need to show that the infiltration galleries are above groundwater so that they can infiltrate and function properly. RESPONSE: While lowering the storm drain, the site will need to be dewatered to maintain groundwater elevations below the infiltration galleries. Comment Number: 25 Comment Originated: 11/05/2018 11/05/2018: BY HEARING: For the infiltration galleries, are you proposing that a portion of these function as detention and a portion function as water quality (through the isolator row), or are these only for water quality/LID? If so, all rows are “isolator rows”. Also, if these are only for water quality, how do you propose to route the major storm around or keep it out of the infiltration galleries? This needs to be shown to work, at least on a concept level, at preliminary design and prior to hearing. RESPONSE: The infiltration galleries were sized per the 12-hr WQCV. Since the last submittal we further reviewed the StormTech sizing calculations provided. With lowering the storm drain, the gallery footprints are anticipated to reduce with larger chambers. The infiltration galleries will be designed to treat the full WQCV during final design and are not anticipated to provide below grade detention. Comment Number: 26 Comment Originated: 11/05/2018 11/05/2018: BY HEARING: Please verify that the outlet pipe from the infiltration gallery north of Harvest Sun Street is not also a “running trap”. RESPONSE: The infiltration galleries do not anticipate running traps along the outfall pipes. Topic: Drainage Report 16 Comment Number: 6 Comment Originated: 09/10/2018 11/05/2018: FOR FINAL: I will email the stormtech chamber sizing spreadsheet for your use. You will need to utilize this sizing method in lieu of the stormtech chamber sizing method for approval through Fort Collins. 09/10/2018: Drainage Report: Please note that the infiltration gallery sizing method is very oversimplified, and potentially undersized, for using Stormtech chambers. The City has a prescriptive calculation method that will be required to be followed if Stormtech chambers are used. Please contact me for this information. 12/29/2017: LID Calculations ¿ Please include an exhibit of the site that shows which basins are being treated with LID and which ones are being treated with standard WQ. Also, please provide LID calculations for Phase 1 and for the overall development. RESPONSE: Acknowledged and we anticipate further discussion on the appropriate sizing means. Comment Number: 7 Comment Originated: 09/10/2018 11/05/2018: FOR FINAL: I’ve noted some questions and clarifying text on pages 1 and 2 of the drainage report redlines. 09/10/2018: Drainage Report: Other minor edits are provided in the redlined report. RESPONSE: Thank you and we will update the report during FCP. Contact: Jesse Schlam, 970-218-2932, jschlam@fcgov.com Topic: Erosion Control Comment Number: 1 Comment Originated: 08/30/2018 08/30/2018: Same comment since PDP170041. 12/19/2017: Repeat from PDR also saw note to expect the materials at FDP. The site disturbs more than 10,000 sq. ft., therefore Erosion and Sediment Control Materials need to be submitted for FDP. The erosion control requirements are in the Stormwater Design Criteria under the Amendments of Volume 3 Chapter 7 Section 1.3.3. Current Erosion Control Materials Submitted do not meet requirements. Please submit; an Erosion Control Plan, an Erosion Control Report, and an Escrow / Security Calculation. With how large of a site this is, it should be broken up into phases. Also, based upon the area of disturbance State permits for stormwater will be required since the site is over an acre. If you need clarification concerning the erosion control section, or if there are any questions please contact Jesse Schlam 970-218-2932 or email @ jschlam@fcgov.com RESPONSE: Acknowledged. Contact: Mark Taylor, 970-416-2494, mtaylor@fcgov.com Topic: Construction Drawings Comment Number: 16 Comment Originated: 09/10/2018 11/06/2018: BY FINAL The floodplain boundaries requested in this note have not been shown on Sheets 6 and 8. 09/10/2018: Please show and label the FEMA-regulatory Dry Creek 100-year flood fringe and the Poudre River 500-year floodplain on all utility plans (Sheets, 5, 6, 7, & 8). RESPONSE: Due to the amount of information shown on sheets 6 & 8 and the need for clarity, the boundaries are only shown on sheet 5, 9-11 and include applicable floodplain notes. Please let us know if this is acceptable. 17 Comment Number: 20 Comment Originated: 09/10/2018 11/06/2018: BY FINAL The cross sections all look fine. The BFE lines are still shown on Sheets 9 and 11. Please remove them. 09/10/2018: Please include all of the FEMA cross sections between Redwood and Lemay, along with the stationing of each and the corresponding elevations, on all pages of the Grading & Drainage plans (Sheets 9, 10, & 11). Please note that the FEMA elevations shown on the FIRM Panels should be increased by 0.17 feet due to the conversion between NGVD29 & NAVD88. The BFE's shown on the FIRM Panels are no longer accurate and not necessary on these plans. RESPONSE: BFE lines are no longer shown. Topic: Drainage Report Comment Number: 22 Comment Originated: 11/05/2018 11/05/2018: BY FINAL On page 1 of the Drainage Report, under Site Description and Location, it is stated that Critical Facilities are not allowed within the Poudre River 500-year floodplain. They are not allowed in any 100-year floodplain. RESPONSE: The drainage report has been updated accordingly. Comment Number: 23 Comment Originated: 11/05/2018 11/05/2018: BY FINAL On page 1 of the Drainage Report, under Site Description and Location, the last sentence in the last paragraph is not a complete sentence, and doesn't make sense as written. RESPONSE: Thank you and the drainage report has been updated accordingly. Topic: Site Plan Comment Number: 8 Comment Originated: 09/10/2018 11/05/2018: BY FINAL The floodplain boundaries are shown, but they are mislabeled. Please call out the boundaries out as Dry Creek 100-year floodplain and Poudre River 500-year floodplain 09/10/2018: Please show and label the FEMA-regulatory Dry Creek 100-year floodplain boundary, and the Poudre River FEMA 500-year floodplain boundary on all appropriate pages of the Site Plan. RESPONSE: Labels have been revised accordingly Comment Number: 9 Comment Originated: 09/10/2018 11/05/2018: BY FINAL The note was added to Page SP 1, but is incorrect as shown. 'On All Appropriate Pages of the Site Plan' was an instruction, not part of the note. In addition, the note should either be on the first page, or on every page of the site plan that has the floodplain boundaries shown. 09/10/2018: Please add notes that At-Risk Population Facilities (daycares, nurseries, schools, nursing homes, etc.) and Emergency Service Facilities (urgent care, hospitals, fire, police, etc.) are prohibited in the Poudre River 500-year floodplain on all appropriate pages of the Site Plan. RESPONSE: Our mistake. Note has been revised Department: Environmental Planning Contact: Stephanie Blochowiak, 970-416-4290, sblochowiak@fcgov.com 18 Topic: General Comment Number: 9 Comment Originated: 09/11/2018 09/11/2018: FOR HEARING: Provide copy to City Environmental Planner of request sent to Army Corps of Engineers for jurisdictional determination and permitting. Current site layout with road crossings appears to impact wetlands under federal regulation (along Lake Canal) thus a jurisdictional letter from the United States Army Corps of Engineers (USACE) needs to be submitted. See LUC 3.4.1(O)(1): If a proposed development will disturb an existing wetland, the developer shall provide to the city a written statement from the U.S. Army Corps of Engineers that the development plan fully complies with all applicable federal wetland regulations established in the federal Clean Water Act. RESPONSE: Documents have been provided Comment Number: 11 Comment Originated: 09/11/2018 11/6/2018: INFORMATION ONLY: A. By project Hearing: confirmation via copy of letter submitted to USACE for jurisdictional determination process; essentially that USACE has been contacted and data submitted ensuring compliance with Clean Water Act. B. By Final Plan: documentation of jurisdictional determination letter from USACE and sign off that project meets Clean Water Act requirements. C. By Development Agreement: weed management and NHBZ annual monitoring plans. D. Prior to issuance of Development Construction Permit (DCP): copy of Nationwide 404 permit documentation. E. Prior to issuance of DCP: 1) security based on 125% cost of itemized list of NHBZ installation costs (material and labor), 2) security based on 125% cost of weed management and annual monitoring report. RESPONSE: Documents have been provided Comment Number: 13 Comment Originated: 11/06/2018 11/06/2018: INFORMATION ONLY: Thank you for submitting the comprehensive and professional Landscape Qualifications document from Western States Reclamation Inc. RESPONSE: You’re welcome. Comment Number: 14 Comment Originated: 11/06/2018 11/06/2018: FOR APPROVAL: Please verify WSR Inc is the anticipated entity hired to complete the Northfield Expanded Filing general landscape and natural habitat buffer zone landscape elements. RESPONSE: We will coordinate as needed Comment Number: 15 Comment Originated: 11/06/2018 11/06/2018: FOR HEARING: It is staff understanding per electronic communication with applicant on 10/15/2018 that the applicant team has submitted necessary documentation to the United States Army Corps of Engineers to begin jurisdictional wetland determination and permitting associated with the three proposed road crossings over Lake Canal. Please verify. WHEN VERIFICATION DOCUMENTATION (e.g. A COPY) IS RECEIVED BY STAFF THEN ENVIRONMENTAL PLANNING IS READY FOR HEARING. RESPONSE: Documents have been provided Department: Forestry 19 Contact: Molly Roche, 224-616-1992, mroche@fcgov.com Topic: Landscape Plans Comment Number: 3 Comment Originated: 09/11/2018 11/7/18: Continued until FDP. 9/10/2018: Continued until FDP. 1/3/2018: Please show location of any stop signs and street lights. Identify these fixtures with a distinct symbol in a legend on the landscape plans. There appears to be some street lights shown on the plans with canopy shade trees proposed closer than 40 feet. Adjust tree spacing as follows or swap out shade trees for approved ornamental trees in these locations. Stop Signs: 20 feet from sign Street Light: 40 feet for canopy shade trees and 15 feet for ornamental trees RESPONSE: Understood; thank you. Comment Number: 8 Comment Originated: 09/11/2018 11/7/2018: Thank you. Final tree separation from utilities will be confirmed by Forestry during FDP. 9/11/2018: Continued: There appear to be multiple locations where street trees are placed directly over or very close to water and gas lines. Please adjust locations of utilities or street trees to provide proper separation: 10¿ between trees and public water, sanitary, and storm sewer main lines 6¿ between trees and public water, sanitary, and storm sewer service lines 4¿ between trees and gas lines 1/3/2018:Please adjust the locations of street tree locations to provide for proper tree/utility separation. There are (3) trees on sheet LS5, (1) tree on LS6, (1) tree on LS8, and (2) trees on LS9 that are closer than 10 feet to the storm sewer main line. 10¿ between trees and public water, sanitary, and storm sewer main lines 6¿ between trees and public water, sanitary, and storm sewer service lines 4¿ between trees and gas lines RESPONSE: Understood; thank you. Comment Number: 9 Comment Originated: 09/11/2018 11/7/2018: Continued: Please incorporate Southwestern White Pine to the landscape plans. It is an underutilized species that City Forestry would like to see specified more often on landscape plans. 9/11/2018: Continued: Other larger evergreen species to consider include Southwestern White Pine, Bristlecone Pine, Pinyon Pine. 1/3/2018: Please explore incorporating additional plant material and trees around proposed buildings. Also, City Forestry suggests incorporating some larger evergreen trees on-site, such as Colorado Blue Spruce, Ponderosa Pine, and Austrian Pine. RESPONSE: This tree has been incorporated and so has the Colorado Blue Spruce, as was requested prior. Comment Number: 12 Comment Originated: 09/11/2018 11/7/2018: Continued until FDP. 09/11/2018: Due to the ever-changing nature of landscape plans at this stage, I will conduct a final plant count during FDP. 20 RESPONSE: Understood; thank you. Comment Number: 14 Comment Originated: 09/11/2018 11/7/2018: Thank you. Final street tree separation will be confirmed by Forestry during FDP. 09/11/2018: On Schlagel Street and Steeley Drive, the street trees appear to be spaced greater than 40¿ feet apart. Where possible, street trees should be spaced at minimum 30¿ feet and maximum 40¿ feet apart. It looks like there are utilities that might conflict with the 40¿ placement of trees in the right-of-way along these streets. However, ornamental trees might be able to fit between shade trees and utilities to achieve maximum tree stocking in the right of way. RESPONSE: Understood; thank you. Comment Number: 15 Comment Originated: 11/07/2018 11/7/2018: City Forestry is ready for hearing and will submit final comments for this PDP round by Friday 11/9/2018. Please contact Molly Roche if you have any questions. RESPONSE: Understood; thank you. Department: Light And Power Contact: Luke Unruh, 9704162724, lunruh@fcgov.com Topic: General Comment Number: 1 Comment Originated: 09/10/2018 09/10/2018: Light and Power has 3-phase electric facilities at the Lemay and Vine intersection that will need to be extended into the site to feed the development. Coordination with the frontage improvements along Lemay will be needed and system modification charges will apply. Light and Power also has 3-phase electric facilities north of the site that may need to be extended into the site to complete a loop feed. RESPONSE: Acknowledged and will continue to coordinate through FCP approval. Comment Number: 2 Comment Originated: 09/10/2018 09/10/2018: 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 development charges and fees: RESPONSE: Acknowledged. Comment Number: 3 Comment Originated: 09/10/2018 09/10/2018: Before final; Transformer locations will need to be coordinated with Light & Power. Transformers must be placed within 10ft of a drivable surface for installation and maintenance purposes. The transformer must also have a front clearance of 10 ft and side/rear clearance of 3 ft minimum. RESPONSE: The current site design files have been provided to reference for preliminary layout of electric facilities. Please let us know if there are any space issues that need to be addressed. Comment Number: 4 Comment Originated: 09/10/2018 09/10/2018: Before final; Electric meter locations for all units will need to be coordinated with Light and Power Engineering to determine final transformer locations. Please show and label meter locations on the site and utility plans for reference. Gas and electric meters shall be placed on opposite sides of the buildings RESPONSE: Proposed meter locations are shown on the preliminary utility plans. Please let us 21 know if there are spacing issues that need to be addressed. Comment Number: 5 Comment Originated: 09/10/2018 09/10/2018: Before final; Streetlight placement will need to be coordinated with Light & Power. Shaded trees are required to maintain 40 feet of separation clearances and ornamental trees are required tomaintain 15 feet of separation clearances from street lights. A link to the City of Fort Collins street lighting requirements can be found below: http://www.larimer.org/engineering/GMARdStds/Ch15_04_01_2007.pdf RESPONSE: Acknowledged and the utility services, street trees, and streetlight placements will be further coordinated through the preparation of the FCPs. Comment Number: 6 Comment Originated: 09/10/2018 09/10/2018: Commercial service information forms (C-1 forms) and a one line diagram for each building /meter bank will need to be completed and submitted to Light & Power Engineering for review. A link to the C-1 form is below: http://www.fcgov.com/utilities/business/builders-and-developers/development- forms-guidelines-regulations RESPONSE: Preliminary C-1 forms should have been provided and any updates, if needed, will be provided during FCPs. Comment Number: 7 Comment Originated: 09/10/2018 09/10/2018: Please contact Luke Unruh at Light & Power Engineering if you have any questions at 970.416.2724. Please reference our policies, construction practices, development charge processes, and use our fee estimator at: http://www.fcgov.com/utilities/business/builders-and-developers RESPONSE: Thank you Comment Number: 8 Comment Originated: 09/12/2018 09/12/2018: I recommend that a Utility Coordination meeting be held to discuss all wet and dry utility alignments. RESPONSE: Preliminary utility coordination meetings have been held on 9/24/18, 11/19/18, and 12/14/18. I believe that major layout concerns have been addressed and are ready to move towards final design after hearing. As utility designs are updated during FCP, additional utility coordination meetings will be held. Comment Number: 10 Comment Originated: 09/12/2018 09/12/2018: Lake Canal & Greeley Waterline Crossing Agreements may be necessary to serve the proposed development. The developer is responsible for obtaining all Crossing Agreements at their expense. RESPONSE: Acknowledged. Comment Number: 11 Comment Originated: 11/06/2018 Informational; The proposed storm water line on the north side of Suniga Rd is placed where L&P electric is usually placed (in the parkway). A variance to the separation requirements will need to be granted in this location. L&P electric facilities will also be placed in the south side Suniga Rd in the parkway. RESPONSE: The storm and water lines noted are existing and not proposed with these utility plans. 22 Comment Number: 12 Comment Originated: 11/06/2018 11/06/2018: L&P’s electric facilities must be placed on the utility plan with proper separation from other utilities before final. Please place all water meter pits and curb stop locations outside of L&P’s electric route. RESPONSE: Acknowledged and we will work with all utility providers to provide the required separations. Department: Park Planning Contact: Suzanne Bassinger, 970-416-4340, sbassinger@fcgov.com Topic: General Comment Number: 1 Comment Originated: 09/10/2018 09/10/2018: "Public Access and Trail Easements" should be labeled on the plat, and also on the site plan and utility sheets. RESPONSE: The easement description is updated and labeled accordingly Comment Number: 2 Comment Originated: 09/10/2018 09/10/2018: The identified regional trail easements must accommodate a future horizontal trail cross-section consisting of a minimum 24' wide level surface (10' paved w/4' crusher fines with level shoulders preferred) except on the north side of Schlagel using the widened walk. No surface utilities should be placed within the minimum cross-section, including drainage basins or other surface drainage features. RESPONSE: Preliminary cross sections are shown on sheet 10 of 25 of the Utility Plan set. Please note that these are preliminary and additional detail will be provided during final design and we can address any additional comments then. Comment Number: 7 Comment Originated: 11/06/2018 11/06/2018: By Hearing: For Section A, Sheet SP13: verify that the 10' future paved trail will not encroach to the south into the tree lawn, and specifically whether the future trail can be located so close to the trees. We require a minimum 3' horizontal clearance between edge of trail pavement and trees, fences, etc. Is this available on the north side of Schlagel Street. Please work with Forestry to determine an acceptable distance from trees (if greater than 3')for the paved surface. RESPONSE: The future paved trail will not encroach to the south into the tree lawn. Comment Number: 8 Comment Originated: 11/06/2018 11/06/2018: By Hearing: In Section A, Sheet SP13, please label the 10' width as "Future Paved Recreational Trail Pavement Width". RESPONSE: Noted and labeled. Comment Number: Comment Originated: 11/06/2018 11/07/2018: Comment Number: 10 Comment Originated: 11/06/2018 11/06/2018: By Hearing: Identify the "Public Access and Trail Easement" wherever it is existing on utility or site plans. RESPONSE: TBG The ‘Public Access and Trail Easement’ is shown throughout the plat and utility plans. Comment Number: 11 Comment Originated: 11/06/2018 23 11/06/2018: By Hearing: The Public Access and Trail Easements cannot encompass drainage features, such as detention pond volumes or surface swales, that would be impacted by future construction of a full trail cross section. To indicate that drainage facilities are not in conflict with constructing a future trail, please provide 1 cross-section of the final grading in the trail easement south of Suniga; 2 cross-sections of the final grading of the trail easement north of Suniga and south of Steely. RESPONSE: Preliminary cross sections are shown on sheet 10 of 25 of the Utility Plan set. Please note that these are preliminary and additional detail will be provided during final design and we can address any additional comments then. Comment Number: 13 Comment Originated: 11/06/2018 11/06/2018: By Hearing: Sheet SP 7 shows a "50' Public Access and Trail Easement". This is not consistent with the 70' Public Access and Trail Easement" shown on Sht 6 of the Plat. RESPONSE: The plat has been updated to show the 50’ width of the Public Access and Trail Easement’. Comment Number: 14 Comment Originated: 11/06/2018 11/06/2018: By Hearing: Sheet SP 10 indicates a "50' Public Access and Trail Easement" both north and south of Suniga. Sheet 7 of the Plat shows a 68' "Public Access and Trail Easement" south of Suniga. Again - consistency throughout the Site Plan and Utility Plans with the plat is requested. RESPONSE: Discrepancies between all plans have been coordinated and revised Comment Number: Comment Originated: 11/07/2018 11/07/2018: Topic: Plat Comment Number: 1 Comment Originated: 09/10/2018 09/10/2018: Please identify and label all easements for the Lake Canal Paved Recreational Trail on the plat as "Public Access and Trail Easement". RESPONSE: The plat has updated the easement descriptions accordingly. Comment Number: 3 Comment Originated: 09/11/2018 09/11/2018: In locations where the "Public Access & Trail Easement" overlays the Lake Canal Ditch Company prescriptive easement include the following language on the plat AND the site plan and utility plans: "Coordination of trail location with the ditch company is required prior to design and construction of the regional recreational trail." RESPONSE: This note has been added to the plat and will be added to the FCP horizontal control and grading plans. Department: PFA Contact: Andrew Rosen, 970-416-2599, arosen@poudre-fire.org Topic: General Comment Number: 1 Comment Originated: 09/10/2018 11-7-2018 UPDATE AFTER CITY MEETING >Further discussion can be continued offline at PFA regarding: Project Phasing 24 Addressing/Wayfinding/Alley naming Schlagel to Lemay temporary access. Sprinkler and alarm system requirements FDC Locations EAE signage Pull-out areas for emergency responders on Lemay 60ft X 10ft in two places The project team agreed to add the requested walkways between Buildings 12 and 14 and Buildings 13 and 15. Thank you 11/02/2018: UPDATE >Further discussion is required relating to the proposed access to Schlagel St from Lemay Avenue. Should any internal streets or alleys be greater than 660ft in length, a second approved point of access is required. >It is understood that the new Lemay Avenue may not be constructed for some years. Buildings 9, 13 and 15 face Lemay Avenue which is classified as an Arterial Street. To try keep parked emergency vehicles out of arterial traffic lanes while at an incident at these Buildings, it is requested that two Fire Lane areas be established along Lemay Avenue until the new Lemay Avenue is constructed. >The walkways are noted to the front of buildings and PFA is requesting walkways be added between Buildings 12 and 14 and Buildings 13 and 15 to improve access. >Connecting cement pathways are requested between the access ways from Schlagel St and the cement path that is located along the ditch. >The Alley between Buildings 2b and 3b is shown as 26ft wide AE on the overall Site Plan dated 10-17-2018. This is a required aerial emergency Access Easement therefore it should be shown as an EAE on the Site Plan. 09/10/2018: ACCESS >All the 24ft and 26ft wide alleys shown as Access Easements are required to be shown as Emergency Access Easements on the Plat or dedicated by separate legal document. For clarity they should be should on the Site Plan not Utility plan. >The Autoturn shows significant overhang at the center entrance off Pioneer Trail which shows this is out of compliance. >The required perimeter access for Buildings 8b and 12b will require an approved turnaround at since each accessway is 200ft long. Access less than 150ft is allowed. >The appropriate curb radii should be shown for the alleys. >PFA is requesting clarification that all street gates and barriers have been removed from the plans. RESPONSE: Acknowledged and will continue coordination throughout preparation of FCPs. Comment Number: 2 Comment Originated: 09/10/2018 11/07/2018: 25 The added Hydrant shown on Schlagel will be moved to the Alley location as requested. 11/02/2018: UPDATE >The hydrant between buildings 9 and 13 close to Lemay Avenue is not flagged as such on the Utility plan. Please confirm its location. >The hydrant added to this Plan set between Buildings 2b and 4b was to provide coverage along the Alley. Please move it to the Alley side of Buildings 2b and 4b. >The added hydrants on Suniga and Lemay are in appropriate locations. 09/10/2018: HYDRANTS >As noted in the previous round, hydrants will be required on Suniga Street and North Lemay Avenue that produce 1500gpm at 20psi residual pressure. These do not appear to be shown on the provided Utility plans dated 8-22-2018 >A hydrant is required within 400ft of the SFA residential units along an approved fire access route. Maintaining the appropriate hydrant spacing on Schlagel St will require a new hydrant located close to the intersection of N Lemay and Schlagel St. RESPONSE: Hydrants have been updated though slightly adjust since our discussion due to utility congestion. The hydrant coverage should be adequate but please let us know if there are any concerns. Department: Traffic Operation Contact: Martina Wilkinson, 970-221-6887, mwilkinson@fcgov.com Topic: General Comment Number: 1 Comment Originated: 09/10/2018 11/07/2018: FOR HEARING: This comment remains. Is access spacing met everywhere? Are any variances needed for ped LOS, or vehicular LOS beyond Lemay/Vine? 09/10/2018: What traffic related variances are needed? RESPONSE: Access spacing is not met everywhere a variance will be requested. Based on additional sidewalks/paths no ped LOS variances are needed. A variance for the westbound right- turn lane will be requested. Comment Number: 2 Comment Originated: 09/10/2018 11/07/2018: FOR FINAL APF regulations have been changed. Mitigation requirements for Lemay/Vine should be available mid-December. 09/10/2018: After the hearing mitigation for the Vine/Lemay intersection will need to be worked out to address the new Adequate Public Facilities language. RESPONSE: Acknowledged and we anticipate negotiating mitigation during FCP and DA. Comment Number: 4 Comment Originated: 11/07/2018 11/07/2018: FOR HEARING: It is noted in the TIS that ped LOS is not met. You'll need to provide a variance request and provide discussion on effort to improve ped LOS. For instance, can an interim connection be 26 made along Lemay to Conifer? RESPONSE: A sidewalk is anticipated to be extended to the existing walk along Lemay to connect the convenience center and Conifer. Comment Number: 5 Comment Originated: 11/07/2018 11/07/2018: FOR HEARING: The TIS indicates that a westbound right turn lane is needed at the east site access. I don't believe this is shown in the plans. RESPONSE: A variance will be requested for this right turn lane Comment Number: 6 Comment Originated: 11/07/2018 11/07/2018: FOR HEARING: Where is the commercial property located? If along an arterial (Suniga?), please provide information on access location, type, and turning volumes. RESPONSE: The previous commercial lot at the SW corner of Suniga and Lemay has been removed. A multi-use lot is located along the north side of Suniga at the west end of the site. A revised short range and long range traffic figure will be included into a memo. Comment Number: 7 Comment Originated: 11/07/2018 11/07/2018: FOR INFORMATION It would be very helpful if the geometry figures in the TIS includes assumed control. RESPONSE: Revised geometry figures will be included into a memo. Comment Number: 8 Comment Originated: 11/07/2018 11/07/2018: FOR FINAL A signing and striping plan will be needed. A comment from back in January was to please remove uncontrolled crosswalk striping along Suniga. RESPONSE: Detailed signage & striping plans will be provided with FCP. Uncontrolled crosswalk striping was previously removed. Comment Number: 9 Comment Originated: 11/07/2018 11/07/2018: FOR FINAL Please compare the landscape plan with the sight distance information (sheet 25) and other code requirements for visibility of stop signs to ensure that sight distance and visibility is adequate. RESPONSE: Acknowledged and will confirm obstructions during final design. Comment Number: 10 Comment Originated: 11/07/2018 11/07/2018: FOR HEARING Can you verify the calculations for re-direct taper of through lanes on Lemay at the Suniga intersection approach? Does the 125 ft meet standards? RESPONSE: Lemay is currently posted 35 mph and was referenced for the taper and the vertical design of Lemay. This was previously coordinated and appeared to be acceptable. (Ta=WS^2/60 => 6’ lane shift * 35 mph^2/60=122.5’, rounded up to 125’) Department: Water-Wastewater Engineering Contact: Heather McDowell, 970-224-6065, hmcdowell@fcgov.com Topic: Construction Drawings Comment Number: 1 Comment Originated: 09/10/2018 27 09/10/2018: In regard to the capacity of the existing sanitary sewer system, staff received an updated Technical Memorandum (TM) from Jacobs that addresses the questions and scenarios that were posed by the developers consulting engineer. This TM is being provided to you at the review meeting today. The TM does indicate that the capacity of the existing sanitary sewer line is exceeded with development but there are also capacity issues in some stretches of the line in the current condition. City staff is scheduled to meet in the next couple of weeks to determine if further analysis is warranted, discuss design approach and how costs to upgrade or reinstall the main can be allocated. RESPONSE: Acknowledged and we anticipated further discussion on the benefits and timing of either party completing the upsizing. Please provide any updates as they are available. Comment Number: 2 Comment Originated: 09/10/2018 11/05/2018: FOR FINAL: For the “Preliminary Private Drive Utility Layout” cross-sections shown on the Overall Utility Plan, please indicate where the A-A and B-B cross-sections are on the plan view. Please indicate where the utility easement extents are for these cross-sections and note that the easements should extend to a minimum of 10’ beyond the water mains and 15’ beyond the sewer mains. Why are you showing cable tv and electric in separate locations? Can’t these be shown together in the same trench? The location shown for the electric appears to be in the same location as the water meters – this won’t work. We will need to closely coordinate all of these items at final. RESPONSE: The location of the cross-sections should be clearer now but please let us know if they are difficult to locate. The section have been updated to provide additional space for the dry utilities. Comment Number: 3 Comment Originated: 09/10/2018 11/05/2018: FOR FINAL: Existing Conditions & Demo Plan: please update the text for the existing water services to the lots north of this development. The text should read for the services to be “protected in place” instead of “switched to CoFC…”. 09/10/2018: Utility Plans: Page 6 of the Utility Plans show that the properties located north of the project site are to be switched over to City water. Did they also petition out of ELCO? 12/29/2017: It looks like there is an existing water service and an existing sewer service in the northeast corner of the site. The water service stems from the ELCO waterline. What is the plan for these services? RESPONSE: The notes have been added to simply say ‘PROTECT IN PLACE’. Comment Number: 4 Comment Originated: 09/10/2018 11/05/2018: FOR FINAL: There are 4 Type R storm inlets shown on Lemay that are located within a few feet of the existing waterlines on either side of the roadway. The design team will need to figure out how and where these inlets can be built to allow for adequate separation between the inlets and the water mains. Proposing horizontal bends or shifts in the waterlines is not the solution we are looking for. 09/10/2018: Utility Plans: In regard to your response to this comment, I am going to suggest that the proposed inlet locations should be shifted (or eliminated), in lieu of moving the waterlines. (final) 12/29/2017: The proposed storm line crossing Lemay Avenue looks to conflict with the two existing water mains along Lemay. This design will need to be reconfigured to meet separation 28 requirements. RESPONSE: Acknowledged and we will continue coordinating the storm design with consideration of the regional goals and the waterlines. Comment Number: 15 Comment Originated: 09/11/2018 11/05/2018: FOR FINAL: The response to this comment indicated that the proposed water main crossings would be located above the other water mains in the area. This will need to be shown to work at a depth that is not sub-standard. 09/11/2018: Utility Plans: There are two water main crossings at Suniga shown on the plans. Please verify that there is adequate space (vertically) to make this happen? (prelim) RESPONSE: Acknowledged and we anticipate profiling the waterlines for final and confirm the crossing design. Comment Number: 16 Comment Originated: 11/05/2018 11/05/2018: FOR FINAL: Please consider labeling the buildings on the Utility Plans so that locations can be more easily referenced. RESPONSE: Acknowledged and Agreed. Comment Number: 17 Comment Originated: 11/05/2018 11/05/2018: FOR FINAL: The water service meter and curb stop location for the Flats Building 10 will likely need to be modified to show the curb stop and meter closer to the water main since this is such a long service RESPONSE: We can coordinate this further during FCP and determine the best location with consideration of utility separations. Comment Number: 18 Comment Originated: 11/05/2018 11/05/2018: FOR FINAL: The hydrant and sanitary sewer service to the club house appear to be separated by less than 10’. Please fix. RESPONSE: Acknowledged and will be adjusted accordingly. Comment Number: 19 Comment Originated: 11/05/2018 11/05/2018: FOR FINAL: The proposed box culvert for the Lake Canal at Suniga Road crossing seems like it may be in conflict with the various waterlines that are existing in this vicinity, in particular the CoFC 12-inch main on the north side of the road. Please verify that there are no conflicts with your proposed design. RESPONSE: As far as I can tell from the waterline and storm drain designs, they anticipated the culvert and achieved the separations from the existing invert of the ditch. The culvert size will be confirmed during final design. Comment Number: 20 Comment Originated: 11/06/2018 11/06/2018: FOR FINAL: I’ve made some water main suggested changes on the redlined plans. Please review and update your plans accordingly. RESPONSE: Acknowledged. Comment Number: 21 Comment Originated: 11/06/2018 29 11/06/2018: FOR FINAL: I’ve made some sanitary sewer main suggested changes on the redlined plans. These changes help eliminate several stretches of main and several manholes. Please review and update accordingly RESPONSE: Acknowledged. Topic: Landscape Plans Comment Number: 16 Comment Originated: 09/10/2018 11/06/2018: FOR FINAL: There are trees shown in the tree lawn along the north side of Suniga that are separated by only a few feet from the NECCO pipe. Any location where the tree is located 8’ or less from the edge of the NECCO pipe will need to be an ornamental tree instead of a shade tree. 09/10/2018: Landscape Plans: There are still several locations throughout the plans where separation requirements need to be met. This is will be required to be fixed prior to recommendation for P&Z. 12/29/2017: There are several locations throughout the plans where trees and utilities don’t meet separation requirements. Please see redlined landscape plans. RESPONSE: Trees along Suniga have now been updated per these comments. Department: Technical Services Contact: Jeff County, 970-221-6588, jcounty@fcgov.com Topic: General Comment Number: 2 Comment Originated: 09/10/2018 11/06/2018: INFORMATION ONLY: A complete review of all other plans will be done at FDP. 09/10/2018: A complete review of all other plans will be done at FDP. RESPONSE: Acknowledged. Topic: Plat Comment Number: 1 Comment Originated: 09/10/2018 11/07/2018: FOR APPROVAL: 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. 09/10/2018: 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. RESPONSE: Updated per PLS comments