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10-14-13 PC Agenda AGENDA Planning Commission Regular Meeting Golden Valley City Hall, 7800 Golden Valley Road Council Chambers Monday, October 14, 2013 7 pm 1. Approval of Minutes September 9, 2013 Regular Planning Commission Meeting 2. Presentation of Capital Improvement Program 2014-2018 — Sue Virnig, City Finance Director 3. Informal Public Hearing — Conditional Use Permit (CUP) — 1400 Spring Valley Road — Boathouse — CU-135 Applicant: Scott Eastman Address: 1400 Spring Valley Road Purpose: To allow for a boat house in the R-1 Residential Zoning District. 4. Informal Public Hearing -- Conditional Use Permit (CUP) — 9400 Golden Valley Road — Qaycare Expansion — CU-121, Amendment#2 Applicant: Orion Associates Address: 9400 Golden Valley Road Purpose: To allow the applicant's existing daycare center to affer daycare to the general public, as well as their employees in the Business and Professional Offices Zoning District. 5. Informal Public Hearing — Final Plan Review— Planned Unit Development (PUD) - Meadowbrook School PUD #90, Amendment#3 Applicant: Hopkins Public Schools Address: 5430 Glenwood Avenue Purpose: To construct an interconnection addition between the existing facility and the adjacent facility located at 5400 Glenwood Avenue. 6. Informal Public Hearing — Property Rezoning — 5400 Glenwood Avenue — Meadowbrook School —Z008-03 Applicant: Hopkins Public Schoo[s Address: 5400 Glenwood Avenue Purpose: To accommodate the construct an interconnection addition between the existing facility and the adjacent facility located at 5430 Glenwood Avenue as part of Amendment#3 to PUD #90. 7. Informal Public Hearing — Final Plan Review— Planned Unit Development (PUD) — Room and Board PUD #79, Amendment#4 Applicant: Room and Board Address: 4600 Olson Memarial Highway Purpose: To relocate their outlet sales into the existing warehouse, demolish the existing outlet building for the construction of parking and construct a second floor in the existing warehouse to be used as office space. 8. Informal Public Hearing — Preliminary Plan Review — Planned Unit Development (PUD) — Tennan# Company PUD #114 Applicant: Tennant Company Address: 701 Lilac Drive North Purpose: To allow the applicant to consolidate its multiple properties into one parcel to enable inter-campus connections. --Short Recess-- 9. Reports on Meetings o#the Housing and Redevelopment Authority, City Council, Board of Zoning Appeals and other Meetings 10. Other Business • Council Liaison Report • Discuss 2014 Planning Commission meeting dates 11. Adjournment ` 7his dacument is available in alternate formats upan a 72-haur request. Pfease call �� ' 763-593-8006(TTY: 763-593-3968}to make a request. Examples of alternate formats �' may include large print,electronic, Braille,audiocassette,etc. �' Regular Meeting of the Golden Valley Planning Commission September 9, 2013 A regular meeting of the Planning Commission was held at the Golden Valley City Hall, Council Chambers, 7800 Golden Valley Road, Golden Valley, Minnesota, on Monday, September 9, 2013. Chair Kluchka called the meeting to order at 7 pm. Those present were Planning Commissioners Baker, Boudreau-Landis, Kluchka, McCarty, Segelbaum and Waldhauser. Also present was Community Development Director Mark Grimes, City Planner Joe Hogeboom and Administrative A�sistant Lisa Wittman. Commissioner Cera was absent. 1. Approval of Minutes August 12, 2013 Regular Planning Commission Meeti`ri� MOVED by Waldhauser, seconded by McCarty and motian carri+�d unan�mously to approve the August 12, 2013 minutes as submitted. 2. Informal Public Hearing — Property Rezoning -- 6Q00 Duluth Street— King of Grace Lutheran Church and Schoo't -Za11-14 Applicant: King of Grace Lutheran Ghurch and School Addresses: 6000 Duluth �treet Purpose: To rezone tl�� prqperties from I-1 Institutional with a setback restriction to I-1 I'nstitut�t�nal �ithout restrictions. Hogeboom referred ta a site pfan of the property and explained that it is currently zoned Institutional with a restrictive condition requiring a 120-foot "landscaped" setback area along the north property lirte. The applicant is proposing to rezone to property to the standard Institutional zoning district without the restrictive setback condition. He explained that thi� setback was established when the northern portion of the church property was rezoned �r�m residential and added that conditions on a rezoning request are not allowed tc�day. He showed the Commissioners an illustration of the applicanYs master plan ar�d explained the applicant's proposal to construct a portion of a new playgro�nd within the 120-foot restricted setback area. He stated that staff is recomm�nding `approval of the applicant's request. Waldhauser said she understands that restrictions can no longer be placed on rezoning proposals and questioned if a PUD would an option in this case. Hogeboom said a PUD could be used, however PUDs are typically used when there is more than one building on a property. Baker asked Hogeboom if there is any record regarding the nature of the resident's concerns in 1969. Hogeboom stated that the nature of the concerns was that an institutional use would be too close and too impactful ta the single family residential properties to the north resulting in the restriction. Waldhauser noted that there are also Minutes of the Golden Valley Planning Commission September 9, 2013 Page 2 single family residentiaf properties to the east and asked why there were no restrictions placed on that side of the property. Hogeboom explained that the property along the north side (the 120-foot setback area) of the applicant's property was originalfy platted as single family residential lots so when the applicant replatted the properky for an institutional use that is when the restriction was placed on the property. So the church pre-dates 1969 and this property was zoned Institutional before 1969. McCarty asked if all four property lines are considered to be front yards and if any of the setback requirements are being met on this property. Hogeboom explaine�! that this property does have four fronts and if the property were rezoned to the standar��: Institutional zoning district, any structure or parking lot would have to m�:et the 35=foot front yard setback requirement. Segelbaum asked how the 120-foot setback area is currently.being used. Hogeboom suggested the applicant respond to that question. Gregg Prest, Director of Trustees for King of Grace �.utheran Church and School, Applicant, stated that they don't really use the 12Q=foo'� "s�tback a�ea at all except occasionally for a picnic or event. He said the church has tried to abide by the neighbor's desire that it not be used. He explained that their current playground area is located in a traffic circle on the east side of�th� property which is not the best place for it, so they would like to move it to the north side of their building where a portion of it would be in the 120-foot setback area. He added that the proposed playground would be an asset for the neighborhood and would be available for everyone to use. He referred to the illustration of the church's master plan and noted that the parking lot shown is not part of their pians at tMis f�me. He added that there is no plan at this time to expand the church, school or parking lot areas at all. Baker referred to the illustrat�d��lan and asked if the lawn area shown is currently open lawn. Prest said yes. Baker ask�tl if the church uses that area regularly. Prest said no. Segelbaum asked the applicant if they envision installing fencing or no trespassing signs around the playgraund. Prest said no and reiterated that the proposed playground is intended fQr every4ne to use. Waldhauser asked the applicant if they had considered putting the proposed playground in a location th�t would be within the setback requirements. Prest said yes and explained that the property is wetter to the south, there wouldn't be enough room to squeeze the��playground in and it would cause the playground to be further away from the north entrance to the building. Waldhauser asked if they had considered using the southern portion of the open lawn area. Prest said there is a hill and topography issues in that area. Baker said he likes the idea of allowing the neighbarhood use of the playground but he is concerned that it will be enclosed with plantings according the illustration. He suggested that the applicant consider a more open design for the playground. Prest said that the plans aren't yet finaL Minutes of the Golden Valley Planning Commission September 9, 2013 Page 3 Kluchka noted that the illustrated drawing is titled "Plan 6" and asked about other concepts that were considered. Prest said they have thought about other concepts and said that one concept included putting in a ball fie)d, but they decided not to go with that plan. Kluchka asked if they intend to have any outdoor services that may impact the neighborhood. Prest said no, outdoor services are not their style. He added that they had considered an amphitheater for teaching, but decided against that as well. Kluchka opened the public hearing. Joel Hendrickson, 6000 Kenneth Way, referred to what was said earlier about the ; church predating the 1969 setback restriction agreement and said he d�sagr�es and asked that the City go back and look at the public record. He said the�e have been plans like this before throughout the history of the agreement, none of which have happened. He said when he bought his house the person selling it sa�id good luck with your neighbor meaning the church and that they never did what they promised to do. He stated that neighbors have called the City and haue been told th�t:the Gity doesn't have a copy of the restriction from 1969 that was registered at Hennepin County. He distributed copies of the restrictive covenant to the Commis�ioners and stated that the church imposed the covenant on themselves.'`He said there�was previous dialogue about the location of the playground wh,�n they l�uilt the��tn-�nasium in 1993 because they cut down the trees and he asked them what thsy;were doing and they said that is where they are putting a playground. He said the church said in 1984, when they built their sanctuary that they were going to p�t in a parking lot and extra egresses on Kenneth Way and the neighbors got together and reminded the City of the covenant and the proposal was taken off the table because they realized the foolishness. He stated that in the covenant there is also''a:damages clause and he doesn't think he would have a hard time rallying his neighbors to seek damages. He said it's been great to have a place for his kids to play. When the church installed a basketball court his son would tell him about tYie kids the.y played basketball with and he called it the law of unintended consequences because kids from Golden Valley Road would come to this basketball court to play because there were hoops with nets. He said his son would tell him about the lar�guage these kids used and where they were urinating and he thought the church nev�r anticipated that. He said that did affect the neighborhood and it ca�used them to t�� more vigilant about calling for supervision when that was occurring. He �aid he wa�wld like the church to abide by the covenant and added that the ariginal church was not'this church. It was an apostolic Lutheran church and the reason the covenant was put into place was to allow the streets to be put in for residential lots. He said he always finds it ironic that he has to remind the church of the covenant. He added that when he moved in he realized the "green plan" far the property had never been done so rather than argue he planted three large, substantial trees with white pines in between, at his cost. Now the white pines have been cut down and the church is proposing to cut down the remaining balsams. He asked for a tax receipt, but the church wouldn't give him one, which he finds interesting. Minutes of the Golden Valley Planning Commission September 9, 2013 Page 4 Grimes asked Mr. Hendrickson if the covenant was extended beyond 1999. Mr. Hendrickson stated that the covenant was initially 30 years with an additional 30 years if there was agreement with the 12 affected properties so in reality it is a 60-year covenant that can be broken with an agreement of the neighbors so he is appalled that this proposal has gotten to this stage. He said he wants the City to go back into the files and realize there was a change in ownership from an initial sleepy apostolic Lutheran church that outgrew their facility and sold it. It was then converted to residential and he hopes the covenant will be upheld. Barbara Patterson, 204Q Adair Avenue North, said she begs to differ w��`h the Church saying that the open space is not used because the kids use it every�sirt�le day.`�hey play baseball, they have Phy Ed and they play field hockey and svccer. ��re said �he is also concerned about traffic because the more things that are �uf there the r�ore�traffic there will be. Also, they have a tendency to use the streets all the way around the property which she feels is unsafe. They put out orange cones and run along the edge of the street so there should be signs installed stating there are children at play. Pastor Ekhoff, King of Grace Lutheran Church and'School, said he would like to clarify that they did not cut trees down they had to be r�moved by.law because a chemical that was used on the property ended up killing them. H� said th�few times that the kids do run on the street is to fulfill the requiremer�ts of;the Fresideritial Fitness Program. He explained that they notify the Police De�artmer�t as be�'t�they can when that is happening. He referred to the gym addition they bu�lt and stated that some trees were cut down for that, but he doesn't b�lieve any other trees were taken out other than a cottonwood that fell into the stre�t and h2�d to be removed. He clarified that they are a part of the Evangelical Lutheran Synod and not the Wisconsin Synod as Mr. Hendrickson mentioned. Seeing and hearing:no one �Is� wishing to comment, Kluchka closed the public hearing. .� K. � Grimes stated that he has never seen the covenant agreement distributed by Mr. Hendrickson. He noted tM�t the City is not listed as a party in the agreement but he would like to review it with the City Attorney before this proposal moves forward. Kluchka questioned how a zoning restriction and a covenant differ. Grimes said it is unclear to him how the covenant and ordinance have worked in this case. Boudreau-Landis asked if the covenant applies to the current property owner. Segelbaum said he thinks it does. Baker asked if the City is obligated to honor the covenant. Grimes said he is not sure and would like to talk to the City Attorney about it. Baker asked how the City typically responds to the existence of covenants. Grimes explained that if this property were zoned standard Institutional without restrictions and there was a covenant and the Church wanted to expand a neighbor, or someone party to the covenant, would probably inform the Gity and the City would have to decide if it wanted to get into that type of legal circumstance. Minutes of the Golden Valley Planning Commission September 9, 2013 Page 5 Waldhauser asked if it is up to the neighbors to enforce the covenant. Grimes said he thinks it is because he doesn't think the City is a party included in the covenant. Kluchka referred to covenant and asked what "no other activity therein" means and if it means that there can be no programing in the 120-foot setback area in question. Waldhauser stated that if the covsnant is outside of the Planning Commission's purview than the activity that takes place within the 12Q-foot setback area is even more outside their purview. Baker said he thinks it is within their purview because of the ordinance that was adopted by the City regarding the restriction. Segelbaum said th�:decision before the Planning Commission is to eliminate the restrictive condition:�egarc�i�g the zoning, not to interpret or modify the ordinance or the covenant. Kluchka said he is concerned about enforcement issues and if:people are �i�ing what they are supposed to be doing. He asked Grimes if there have b�en:��ny complaints regarding the applicant. Grimes stated that over the years there have been concerns about the church expanding and he has received typical traffic related questions, but he has not received many complaints. He added that the Church daes do a good job in following the Sign Code rules. Baker questioned if they should pursue the complaints they've heard further with law enforcement staff. Kluchka said he thinks more research about complaints would be good, but that is a moot point right now in the Planning Commission's current review of the proposaL` McCarty agreed with Segelbaum th�#the �QV�nar�t;may be up to the neighbors to enforce and that the Planning Commission is looking at the proposal as a rezoning at this point. Grimes stated that the City Att�rney�vasn't aware of the covenant agreement. He stated that conditioning a rezonin� Eike the City did in 1969 is not legal today. Waldhauser asked about the down side of leaving the zoning as it is keeping the restrictive zoning condition in place. Grimes said the covenant would stand until it expires in 2028. He ��id.the zo��g could be changed to the standard I-1 Institutional zoning district a�d the;coveti�n�VV�uld continue it if is a legitimate tegal document. Waldhauser sta��d that �€�t�e property is not rezoned it would just stay as it is and questioned why the City would want to rezone it. Baker stated that if the City were to persuade the neighbi�rs tFiat the covenant can be removed then the combination of the rezoning and removal 'of the covenant would allow the Church to do what they are prc�posing to do.'Waldhauser stated that the neighbors don't want to remove the � covenant. Baker noted that they have only heard from two neighbors. Kluchka said if the Church and neighbors came to together and decided that they don't want the covenant anymore th�at would be a good indication to the City that this is something everyone wants. Baker suggested that the Church look into eliminating the covenant before they come back to the City for approval of their rezoning proposal. Kluchka asked if there is a time limit as to when the Church can come back. Grimes said there is a 60-day time frame to consider rezoning requests. Segelbaum said he thinks the Planning Commission can vote on this proposal regardless of the covenant, but he would support tabling the request. Minutes of the Golden Valley Planning Commission September 9, 2013 Page 6 McCarty stated that the proposed playground could be moved closer to the Church or to the north side of the Church without the need to rezone the property or change the covenant. Kluchka agreed that there are other ways to accomplish this proposal and said he is inclined to deny this request. McCarty agreed that he would rather deny the request instead of tabling the item in order to discuss covenants that don't affect them. Boudreau-Landis agreed there are other options as well. MOVED by McCarty, seconded by Backer and motion carried 5 to 1 to recommend denial of the request to rezone the property located at 6000 Duluth Stree#fram I-1 Institutional with a setback restriction to I-1 Institutional without restrictions. S�gelbaum voted no. 3. Informal Public Hearing — Preliminary Plan Review — P'lanned Unit Development (PUD) #113 — The Xenia Applicant: Slosburg Company Address: 700 & 800 Xenia Avenue South Purpose: To construct a 5-story, 372-unit market rate apartment building. Hogeboom referred to a location map and discussed t�e applicant's proposal to construct a 5-story, 372-unit apartment b�ildir�g tf��t�will include 742 parking spaces on the 5.88 acre site located at 700 & 800 Xeni�;,:Avenue South. He discussed some of the major amenities including an indQOr pog�lfitne��.center, outdoor pool/courtyard, media room, business center, observatiot� deck, dog r�n area and upscale in-unit amenities. He stated that he receives rnany�calls regarding this property because it is a vacant, highly visible site. He stated that�taff is'r�commending approval of the Preliminary Plan for The Xenia proposaL Segelbaum asked if this praperty is in a TIF district. Hogeboom said no, it is not part of a TIF district how�ver,"it was at one point. Segelbaum asked if there have been other serious requests about developing this property. Hogeboom st�ted that there was an office/retail proposal in 2009 but that project was never done. Waldhauser asked how this proposal compares to the 3.9.4 apartment proposal. Hogeboorn,stafed that this project is smaller than the 3.9.4 proposal and is more comparable to the Arcata apartment project. Baker asked if this proposal has a senior component. Hogeboom said no. Waldhauser asked why this development is a PUD. Hogeboom stated that multi-family developments are traditionally done as a PUD to allow more flexibility in setbacks in order to fit the site. Minutes of the Golden Valley Planning Commission September 9, 2013 Page 7 Kluchka asked that future presentations for this proposal include a comparison of all the ways this PUD differs from the requirements in the I-394 Mixed Use zoning district. Hogeboom noted that this proposal does meet several of the I-394 Mixed Use requirements including setback requirements. Grimes added that there is also an option for a materials review in the I-394 Mixed Use zoning district requirements. Kluchka said he would like to preserve the opportunity to do a materials review. Baker asked to what extent the I-394 Mixed Use zoning district requires developments to provide more mixed use than this proposal provides. He questioned if�� C, ity is precluding opportu�nities for retail that might serve that community or ��er typ��of land uses that might create a more sustainable district than just lots of apar�rnents = everywhere. Hogeboom said there are a couple of ways to look �� i�iiixec� use. One is multiple uses within one building and another is multiple uses functionir�g as qn� site such as shared parking. He explained that the I-394 Mixed Use zoning district was created in 2008 and the City hasn't seen any true mixed use proposals because the market is just not there for that type of use. He added that mixed use warks well but not in very many places and that staff will probably be reviewing the 1-394 Mixed Use zoning district at some point in the future. Waldhauser said that mixing uses in a building is very difficult so developers don't want to build them and people don't always want to ��ve in.them.. However, mixed uses in the sense of the neighborhood having mixed uses i5 something that is being left to the side so the whole area becames apartmen#s �nd c�fficE� and there is nothing more deadly than an office area that happens tn°have places for people to sleep at night and streetscapes and sidewalks that �re just dead'. 6aker agreed and asked how much potential there is for mixed u�e-in tl�i� zoning district. Hogeboom said this is one of the last undeveloped sites but there �re rnany under-developed sites that could be developed in the future. McCart�r said that's good, but questioned if they should be trying to get mixed uses now a`n'these prime properties because the area is starting to fill up with office and ap�rtment.buildings. He said it seems like the opportunity is here to get mixed use in this dis�r.i�t:,Hc�geboom said the reality is that the financing just isn't available for those type� of mixed uses unless cities help with financing. Baker stated that maybe the Cify�shou�d be incenting developers in order to get more mixed use develo�ments. Baudreau-Landis:said he is hearing concerns and comments about the connectivity to the West End development and said perhaps that is another issue to consider. Kluchka asked if the major categories for consideration in the I-394 Mixed Use zoning district are setbacks, height, lot coverage, mixed uses and materials. Hogeboom said yes. Boudreau-Landis noted that the Zoning Code allows for 65% lot coverage and stated that the narrative for this development states that the lot coverage is 64%. He said it seems like this proposal has a lot more coverage than 64%. Minutes of the Golden Valiey Planning Commission September 9, 2013 Page 8 Jerry Kavan, Slosburg Company, Applicant, gave a presentation regarding the proposed project. He stated that Slosburg Company is a full service real estate owner and developer. They do acquisition, construction, leasing and property management all in-house and they own their properties long term. He discussed the amenities in the apartment units including: 10 foot ceilings, imparted porcelain tile floors, island kitchens, stainless appliances, stone countertops, washers & dryers in every Apartment, stone vanities, linen closets, walk-in showers with separate soaking tubs, large bedrooms, walk-in closets, finely appointed common areas, resident hospitality areas, grand foyers, concierge services, elegant corridors, electronic access, cyber cafes with free Wi-Fi and fully elevatored buildings. He showed interior and exterior photos of several of their other properties. He stated that the size of the apartments will range from 500-1,500 square feet in size and each unit will have two parking spaces for. a total �f 745 parking spaces. He discussed some of the site difficulties including the;proximi�y of the r2�ilroad, soil contamination, storm water requirements, and a Met Council force main easement along the east property line. He stated that they are planning on starting construction of the parking ramp first in spring 2014, with the first units o,pening mid-2015, and full completion early 2016. Richard Slosburg, Slosburg Company, Applicant; referred't� the earlier comments regarding mixed use developments and said he t�Qesn't thirtk there is a developer in the country who wouldn't want to do a mixed use devel�pmen�; but there are very few places mixed use works and this site would not work. Ffe said the traffic and pedestrian connections just aren't there for a mixed use develc�pment and it is better to have a thriving residential development than a rnixed use development that sits vacant. He added that they would not be int�rested in this site if a mixed use was forced. McCarty questioned where mixed use is struggling. Slosburg referred to the property at Excelsior and Grand and s�id it is an oufistanding development but is has proved challenging and the turnover is great. Segelbaum noted that the�ub�ect!�property is zoned to allow for 10 stories and asked the applicant why�hey'ar;e'propbsing five stories. Slosburg said the economics for 372 units works for them and that 372 units is a more livable number of units. He added that the thin� the� like about t��s site is its transitional use with ofFices and condominiums nearby. � �� Segelbaum asked fhe applicant how they've integrated the things they've learned from the other Minn�eapolis area projects into this project. Slosburg stated they acquired one of their properEies and that the site is what is driving this proposal. He noted that the livability has been desirable in other markets. Waldhauser asked the applicant if any of their other, similar properties have been converted to condominiums. Slosburg said no and stated that they tend to own their properties and really understand the rental product. Waldhauser asked if their properties have remained filled. Slosburg said yes, they have had great success. Minutes of the Golden Valley Planning Commission September 9, 2013 Page 9 Waldhauser asked about the rental rates. Slosburg stated that rates will range from approximately $1,200 to $2,500 per month. Baker asked the applicant if they have discussed ways to improve the pedestrian access to the West End development. Slosburg said he doesn't think there is an answer to that question and they don't have a way to get their residents from this location to the West End area. McCarty asked where the tenants will be coming from. Slosburg said they wi�l have a variety of unit sizes and prices and they don't think it will be strictly a yerung or senior community. He added that there will also be several people who want to sell their homes and stay in Golden Valley and there will be people who haven't bought their first home yet. Baker referred to the parking ratio and asked if what is being �ropa��d is a typical ratia. Slosburg said no, the ratio they're proposing is excessF�� and � more�typi�al ratio is 1.5 � to 1.7 spaces per unit. He explained that the parking garage was designed to buffer the property from the railroad tracks. Kluchka asked about bicycle storage. Kavan stat�d that there will be secure bicycle storage areas in the parking garage. ' Kluchka stated that the fa�ade on the west;si,r�e c�fi th�e,parking garage is big and asked how it could be broken up or ma��nore inte�;�sting. Slosburg said he understands and added that the views from the west are iriiportant. He stated that making the west fa�ade more architecturally pl�asin� uvill be addressed in the final plan stage of the proposal. Kluchka suggested tha�bicyc�e storage and the west fa�ade be addressed in their next presentation befdre the City CounciL Kluchka asked the appli�ant haw they have proposed ta make their building compatible with the neighboring buildings. Sfosburg stated that this is the first product they've done with a flat roof in order to have a similar look to the office buildings. Baker said he is ��Qn�rned about sustainability and said his is disappointed that no mention h�as be�n made'of any efficiency efforts and given our climate extremes it would be nice to hear about a project in terms of insulation, energy use, etc. Slasburg said they do think about sustainability throughout the entire pracess and will have many green efforts including car charging stations, the materials they are choosing and the density of the project. McCarty asked about the type of roof system being used. Kavan said they will explore the different options available depending on the design and how the architect structures the roof. Kluchka opened the public hearing. Minutes of the Golden Valley Planning Commission September 9, 2013 Page 10 Jane (last name not given), Laurel Estates and Laurel Terrace Apartments, said she is intrigued with all of the additional apartments and wants to know where they will be in five years when the City is inundated with so many high end apartments and what will happen if there is another downturn in the economy. She said this is a beautiful proposal but questioned where all the residents will come from. Segelbaum asked if there is a waiting list at her apartments. Jane said yes, Laurel Terrace has a waiting list with four or five people on it. Seeing and hearing no one else wishing to comment, Kluchka clased th�9�ub�,ic hearing. Grimes stated that the Met Council has said that Golden Valley's pop�u�ation will �row to 25,000 people by 2030 and the only way to achieve that is to have higher density,�multi- family developments because Golden Valley doesn't have the land for additional single family homes. He said that the City's Comprehensive Plan calls f4r a variety of housing options and there is a demand for this type of development. Kluchka said he appreciated receiving the traffic report in th� agenda packet. Grimes noted that these types of developments are usually m�re;positive in regard to traffic compared to an office use. Kluchka agreed that from a traf�ic perspective this is a perFect situation with the peak hour traffic. E, '' � �� Waldhauser agreed that the studies the,Plannir�� Cori`�rnission has seen show that this site can handle a higher traffic generating use'tha�n�th� proposed project. She said as this development goes through and as o#her projects develop in this area it will be nearing the sewer capacity limits, :Grimes stated that there are improvements planned for the sewer capacity issues in the ar�a. Baker noted that the City Code allows a'maximum of 65% impervious surface coverage and that this development is praposing 64% impervious surface coverage. He asked if it is typical that develapers,�o right up to the maximum amount allowed. Kluchka said yes. Grimes discus��d the ponding Qrt'the north side of Laurel and explained that there will also be other w��r quaRitfiy�trea�ri�ent requirements. � � , � � Baker r-efer��d�o tMe staff report regarding potential traffic issues where staff states that the City reserves the right to address the issues in the future. He asked what those is�ues are and why they can't be addressed now. Mike Kotila, Traffic Engineer Consultant, S�H Inc., stated that the congestion that would be monitored is the westbound appraach on Golden Hills Drive towards Xenia and the length of the queue that occurs at that signal. He said they want to manage that queue so it is not blocking driveways along Golden Hills Drive. He added that the City is planning some intersection improvements, outside of this development, in order to make traffic work better during peak and off peak hours. Kluchka asked about the type of improvements proposed. Kotila explained that the improvements would include signage, traffic signal operations and striping. Baker noted that the traffic information refers to an estimate of 130 trips in the marning and 163 trips in the afternoon and asked how those numbers are possible in a 372 unit Minutes of the Golden Valley Planning Commission September 9, 2013 Page 11 building. Kotila explained that the numbers take into consideration the peak hour of the morning traffic and the peak hour of the afternoon traffic and doesn't take into account the non-peak hour trips. Grimes added that there will also be a number of people who take transit or bike or walk as well. Kluchka asked if there would be a gate at the entrance/exit of the parking garage. Kotila said no, a residential use would not warrant that. Baker asked if the building will be constructed over the existing force main. Grimes said no and stated that the force main is along the west side of Xenia. Baker ��d if access to it will be preserved. Grimes said yes. Baker asked what options are available if the sewer system rea�hes capacity. Grimes stated it is a Met Council line and when it gets to a certain point it will have t� be upgraded. Segelbaum said he thinks the proposal is an impressive desigr��n an important property and commended the applicant on the size of the�rc�ject. ,� . � ; Waldhauser said she understands the developer's point of�iew regarding mixed use and she appreciates that they will build, own.and manage the property because that meant their interests are similar to the City's. She said she a'Iso appreciates that there will be a range of ages in the building. McCarty agreed and said he is disappointed that there isn't mixed use but he understands and appreciates the applicant's comments regarding the financing of mixed u�e d�velopments. Boudreau-Landis agreed. Kluchka also agreed and reiterated that h�;wants the design to be consistent and compatible with other in the area and no#stand �:I,�ne. MOVED by Segelbaum, second�� by 1Naldhauser and motion carried unanimously to recommend approval of the Preliminary Plan for PUD #113, The Xenia subject to the following conditions arit! findings, Conditions 1. The plans submitted with the application shall become a part of this approval. 2. The recornmen�ia�Mans and requirements outlined in the memo from Deputy Fire Chief John"Crelly to Mark Grimes, Director of Community Development dated August 20, �013, sh�i! b��me part of this approval. 3. Tt�e recom�hendations and requirements outlir�ed in the memo from City Engineer Jeff Oliv�r to Mark Grimes, Director of Community Development, dated September 5, 2013, sh�l�"become a part of this approval. 4. The City Attorney shall determine if a park dedication fee is required for this project prior to Final PUD approval. 5. All signs on the property shall meet the requirements of the City's Sign Code. 6. This approval is subject to all other state, federal, and local ordinances, regulations, or laws with authority over this development. 7. A design plan shall be reviewed by the City prior to Final PUD appraval. Minutes of the Golden Valley Planning Commission September 9, 2013 Page 12 Findinqs 1. The PUD plan is tailored to the specific characteristics of the site and achieves a higher quality of site planning and design than generally expected under conventional provisions of the ordinance. 2. The PUD plan preserves and protects substantial desirable portions of the site's characteristics, open space and sensitive environmental features including steep slopes, trees, scenic views, creeks, wetlands and open waters. 3. The PUD plan includes efficient and effective use (which includes preservation) of the land. 4. The PUD Plan results in development compatible with adjacent uses and is consistent with the Comprehensive Plan and redevelopment plans �nd goals. 5. The PUD plan is consistent with preserving and improving the�general health, safety and general welfare of the people of the City. 6. The PUD plan meets the PUD Intent and Purpose provision and all other PUD ordinance provisions. --Short Recess-- 4. Reports on Meetings of the Housing and Redevelopment Authority, City Council, Board of Zoning Appeals and o#her Mee�ings Kluchka stated that the City Council made a decision ti� limit the terms of the Chair on each Board and Commission to on�.year a��;the��t��ir and Vice-chair cannot serve consecutive terms. The Planning �omrriissic�ners expressed concern about maintaining consistency and agreed that it takes tim� for a new chair to get up to speed. 5. Other Business • Council Liaison Report - No report was given. 6. Adjournment The meetir�� ras a��ur�i�d at 9:20 pm. Charles D. Segelbaum, Secretary C.'l��' �)�~ �, ,- Planning Department 763-593-8095/763-593-8149(fax) Date: October 8, 2013 To: Planning Commission From: Joe Hogeboom, City Planner Sue Virnig, Finance Director Subject: 2014-2018 Capital Improvement Program �. ... . , _.<. s....,.»�.».. .. --,... . v� a.�,�il rv�aul!�UN��V�I(I Upii�wulnJ��`.I'�) N dti.F. . 2 li9 i��.�, .,. . ! '``�x,..;� , . . , . Finance Director Sue Virnig will be in attendance to present the 2014-2018 Capital Improvement Program (CIP). Chapter 11 of the Comprehensive Plan is the CIP which is amended annually. The Planning Commission's role is to review the CIP and determine if it complies with the Comprehensive Plan, Attachments 2014-2018 Capital Improvement Program (126 pages) �:1�� t��` �� . Plannin� Department ��-s9s-so9s��-s�s-s�a�(�ax) Date: October 7, 2013 To: Golden Valley Planning Commission From: Joe Hogeboom, City Planner Subject: Informal Public Hearing on Conditional Use Permit (CUP-133) to allow a boathouse at 1400 Spring Valley Road —Scott Eastman, Applicant Background and Proposed Use Scott Eastman, owner of the property at 1400 Spring Valley Road, is proposing to construct a new boathouse in his backyard. The property has lakeshore frontage on Sweeney Lake. The Minnesota Department of Natural Resources designates Sweeney Lake as a Recreational Qevelopment Lake. Recreational Development Lakes require a building setback of 75 feet from the Ordinary High Water Mark Line of the lake; however, boathouses are allowed within that space with the issuance of a Conditianal Use Permit. There is an existing boathouse on Mr, Eastman's property that predates the requirement to obtain a Conditional Use Permit (CUP). Restoration or replacement of the existing boathouse is permitted without the need to obtain a CUP. Mr. Eastman intends to construct the new boathouse in a different location than the existing structure, and therefore is required to obtain a CUP. The existing boathouse is approximately 48 square feet (6'x8'), which is inadequate to store multiple kayaks. The new structure would be 120 square feet (10'x12'). The new structure would be located five feet from the north property line and approximately 20 feet from the Ordinary High Water Mark Line. The boathouse will not require any variances from City Code. Mr. Eastman also intends to replace the dock on the lake. The City allows this action to occur without a CUP, however permitting is required through the Minnesota Department of Natural Resources. The Department of Natural Resources was notified of this CUP application, and provided no comments. The Bassett Creek Watershed Management Commission also has reviewed and approved this application. Analysis of Ten Factors The Planning Commission must make findings on ten factors when reviewing a CUP application. They are as follows with staff comment: 1. Demonstrated Need of the Use: The City requires that an applicant identify a market for the proposed good or service necessitating a CUP. In this case, the applicant has demonstrated that his existing boathouse is inadequate in size to store marine equipment. 2. Consistency with the Comprehensive Plan:The General Land Use Plan Map guides this site for low density residential use. A boathouse is complementary to the residential nature of this property. 3. Effect on Property Values in the Area: The proposed new boathouse is part of a larger landscaping plan for the property. The work that is being conducted should enhance the appearance of the property. 4. Effect on Traffic in the Area: The proposed boathouse will cause no increase in traffic. 5. Effect of Increases in Density or Population on the Area:The proposed boathouse will have no effect an population. 6. Increase in Noise Created by Use: Aside from noise associated with construction, the proposed boathouse will not generate noise. 7. Any Dust, Qdor or Vibration caused by Use: These issues will not be a problem at this locatian. 8. Any Increase in Animal Pests Caused by the Use:The proposed boathouse will not attract animal pests of any kind. 9. Visual Appearance of the Use:The proposed boathouse is part of a larger landscaping and property renovation project. It should enhance the visual appearance of the site. 10. Other Effects of the Use: Staff does not anticipate any negative effects of the proposed use. Recommended Action Staff recommends approval of Conditional Use Permit 135 allowing a 120 square foot boathouse within the Recreational Development Lake setback at 1400 Spring Valley Road. The approval of a Conditional Use Permit is subject to the following conditions: 1. The site plan shall become a part of this approval. 2. The boathouse shall be used solely for the storage of boats and boating equipment. 3. All future improvements to the building shall meet the City's Building Code requirements. 4. All other app�icable local, state and federal requirements shall be met at all times. Failure to comply with any of the terms of this permit shall be grounds for revocation. Attachments Location Map (1 page) Applicant's Narrative/Supplement (1 page) Sketch of property showing location of boathouse (1 page) Sketch of proposed boathouse (1 page) Photos of existing shed (2 pages) _ .m_�_� _..._..._ ___ ._. m___ �� . _ _ � _ �� 19fi�y��...�, __ __��-� � . �� . � iS10, �� 1S(Ni Sf120. � Bimfi � �. ' � 5t��i SiUO '��b ��» 494Q 4930 �9QC1. 15fl1� �95�5 �,1535� � x: � - - ' ��.. � ^-�s' ��:'�" �. �' � �CC � t 550' } � . Wit��{fAia�Y a ..�-.� .: .. .- ° ° � � �� at GrESfx �tE i, � ` � ,> �1449 5tY15 49t11 �1 49�15 '�� 4�9 � 146U �7530 ? . �� x _ :b ,� �, 15-06 � 1441 � �1+i40 �� 1A55 � .• � � � _.� 153$ � � �, � �, ,�d _ 1448 1 A48 � � � � 1 A33 140 � � �� ;�`�.�.. �;� 1$22�� 1445 � �i' �„_.. 1425 :z�� . A= : � Y 3�s . . �, . . �_ ': 1416 � 1 A31 � � � r ,� : " �; 14Ad� �' �� 1A15 � � �� ,` c : o = � . �. � "'° � Subject Property �.,� �� , �, �r�� 1 �� am �� ``�. �� .� �� ac�a � �� ` � ��' � °, � �'/`� `� � ,,. �� as� �sz� � `� �aao� ' ; � �_ 3 ,� � � �� . .�' 1330�� 1319 ,r �� . � �'� 13tt5� �139�� +' �� `q 1315 � �� 1�34" "� �� t ��, � p��}" � i 131`� �� ' � 1326 r 1395 132Q�'��.� °`�� :�J � , ;�'a, u�;`�`�:. � �1301� t39U �'", �� '� ..�"°,_ � 131$; �' � � ��. � � �� =� i �� Cs'.. � . i 511 Q ., � 12 45 3 � 12�t1 -�..,,,,a. �,,- � � ��..��„4; T ro�.. i�i�i�� C��'i�� . �� !. �uppler�ent for Application for Conditionat Use Permit— SCOTT EASTMAN [612-308-9047, svea.stma.n@yahoo.com] 1400 Spring Valley Road, Golden Valley, MN 55422 B.Property Information B. l.Ezact legal descriution of the pronertv involved in this apqlication: All that part of Lot 7, "Auditor's Subdivision Number 330, Hennepin County, Minnesota", lying Sauthwesterly of the follawing described line: Commencing at the point of intersectian of the Southwesterly line of said Lot 7 and the centerline of Spring Valley Road, as shown on the plat of said Auditor's Subdivision; then Northeasterly along said centerline a distance of 168.75 feet to the point of beginning of the line being described; thence Southeasterly deflecting to the right 109 degrees 33 minutes 17 seconds to the Easterly line of said Lot 7 and there terminatin�; except the Southwesterly 80 feet of said Lot 7, said 80 feet measured at right angles to the Southwesterly iine of said lot; and except that part taken for road and street, Hennepin County, Minnesota. B. 4.Proaosed Conditional Use(s): This boathouse is intended to replace the shed that today resides on my property. The new structure will house my kayaks and paddles, which are too long for the current structure, and other flotation and safety devices to use on the lake. The boathouse will be solely for private residential use, with no employees, customers, or hours of aperation, etc. as noted in the Application form. [Old shed is approximately 6 feet by 8 feet. New boathause will be 10 feet by 12 feet, no greater than 120 square feet. 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'� � � �.''�,�, . . .r :. ;�,� . i .�'� � L - . ! ��-<�t3Yr'� y' � �� # ��r. , � �� x r' ' . .,� . i . .A�S �� .�� .� , . � � � �� V � � - �#��i,:.. x�t .,.' t `� ?,rv+, � , ��'� �r '�,� � r 'ySr �. , Lw. �'�qs�. e��,.(��; � ,. �' � '• ,�� f �� ",�"� ° � ; �.�� , ;�°: � �.d x `,xJ `�„�»G �.�'" � �` 3 �;t.t ��.�..}��. ? i i� � c �e.�i.<`�,� +� �- - .,�� .. . �q,�x � �. „ ��,�s+`�.�F..�� 'S, ��"'�a.yt . �,t�.��,t' � 4�� .._, w�..��.e�. .�:�, '� , �.a�,'�.�-�� .'r"% �.� `�'� •s _i►�F°. �� . T�,� �� . � �,,{��s�."'�� .�.� � \,,F��A .�'° re;.r -«, xs� '�� r��.�� a��p,i � �_��s� '-'�. -��r �-�. ".. �� ': �-� �Ai t ��piA �yh�:,.��V � ,, �, ��"'a��' � � a'�� t ,,. +,/ �^s��. � . � � � � i � :`4 �"y`\v� . '��.�. .. ... _. . �� f I II ��` S � �A`�t � ��-tl , � , ` ' � j�� '�"�' ,. �� . �+�wr :" �,.,, . � ♦ ' e ;H' r �"� $�`yK-"°�'��'�" i � � -�-_.y*„ � - `.y �`y�y_:. _. ... ,. _ ...,.�1 ... �' _ .� . . � �i� �..a �"1��' t��n Planning Department 763-593-8095/763-593-8109(fax) Date: October 7, 2013 To: Golden Vatley Planning Commission From: Joe Hogeboom, City Planner Subject: Informal Public Hearing on Conditional Use Permit (CUP-121), Amendment #Z, to allow for the operation of a daycare at 9400 Golden Valley Road — Rebecca Thomley (Orion Associates), Applicant Background and Proposed Use Conditional Use Permit (CUP) 121 was established in 2008 to allow for the operation of a daycare facility at 9400 Golden Valley Road. The property is zoned "Business and Professional Offices." RHT Office, Orion Associates, Orion IS� and Meridian Services share the facility and provide sacial services. The daycare, which was originally approved for 10 children, was to only serve children of employees of the site. Childcare facilities are allowed in the Business and Professional Offices Zoning District with a Conditional Use Permit. In 2010, an amendment was approved to increase the number of children at the daycare from 10 to 28. The amendment did not, however, allow children who do not have a relative who is employed at the site to attend the daycare. RHT Office has stated that it has been challenging to maintain enrollment in the daycare. Because the daycare space already exists, RHT Office is proposing to open up enrollment to children who do not have parents are employed on the site. This action would require an amendment to the Conditional Use Permit. Analysis of Ten factors The Planning Commission must make findings on ten factors when reviewing a CUP applicatian. They are as follows with staff comment: 1. Demonstrated Need of the Use: The City requires that an applicant identify a market for the proposed good or service necessitating a CUP. In this case, the applicant believes that there is a market for daycare services in this area. 2. Consistency with the Comprehensive Plan:The General Land Use Plan Map guides this site for office uses. Childcare facilities are allowed in office areas with a Conditional Use Permit. 3. Effect on Property Values in the Area: The daycare service is already in place, and so this amendment should have no effect on property values in the area. 4. Effect on Traffic in the Area: To alleviate traffic and parking generated at this site, RHT Office has opened a second office facility in Hopkins. This has reduced some traffic and on-street parking at this site. In addition, the hours of operation for the daycare are different from the normal client hours at the site. Therefore staff does not believe that this request will affect traffic in the area. 5. Effect of Increases in Density or Population on the Area:The proposed use will have no effect on poputation. 6. Increase in Noise Created by Use: The proposed use will not result in increased noise. 7. Any Dust, Odor or Vibration caused by Use:The proposed use will not result in any dust, odor or vibration. 8. Any Increase in Animal Pests Caused by the Use: The proposed use will not attract animal pests of any kind. 9. Visual Appearance of the Use:The proposed amendment will have no impact of the visual appearance on the site. 10. Other Effects of the Use: Staff does not anticipate any negative effects of the proposed use. Recommended Action Staff recommends approval of Conditional Use Permit 121, amendment 2, allowing for the operation of a daycare at 9400 Golden Valley Road. The approval of a Conditional Use Permit is subject to the following conditions: 1. Na outdoar signage may be used to advertise or otherwise promote the daycare. 2. The number of children attending the daycare at any time must be no greater than 28. 3. The hours of normal operation shall be Monday through Friday from 7 am to 7 pm. 4. All improvements to the building must meet the City's Building Code requirements. 5. All necessary licenses must be obtained by the Minnesota Department of Health and the Minnesota Department of Human Services. 6. All requirements must be met for the installation of fire safety equipment. 7. All other applicable local, state and federal requirements shall be met at all times. 8. Failure to comply with any of the terms of this permit shall be grounds for revocation. 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The current daycare is authorized to have up to ten children of employees employed in the facility plus other conditions under the current conditional use permit. This proposal is to raise the total number of children to fifteen and allow community members who are not employed by Orion Associates, Meridian Services to access the daycare for service. The Fire Department has the following requirements: 1) Going from a total of 10 children to 15 is acceptable providing that the mix of children under/ over the age of 2 '/z meet the requirements in item #2 below. 2) The current code classification for this tenant space is an "E" occupancy according to City Building Official Gary Johnson. Based on Minnesota State Fire Code, this occupancy is limited to 5 or less children under the age of 2 '/2 years of age to remain an "E" occupancy. If the number of children under the age of 2 '/Z is greater than 5 children, the occupancy classification would to change to an "I-4", This change will result in a need for a code analysis to be performed by a design professional to determine if all the requirements of an "I-4" occupancy have been met. This information would need to be submitted to the City for review. There would be a requirement for a manual and automatic fire alarm system. 3) This proposed change should be reviewed by the agency that issued the current license to determine compliance with Minnesota Rules and Statutes governing the operation of a day care center of this size. If you have any questions, please contact me at 763-593-8065, or my e-mail address, jcrellyCa��goldenvallevmn.gov � � � � J�1 � � l� CI � TE � Central Office: 44 North 28th Avenue,Suite D,Saint Cloud,Minnesota 56303 Phone: (320)255-5151 FAX: (320)2�2-9471 Metropolitan Office: 6311 Wayzata Boulevard, Suite 340, Saint Louis Park, Minnesota 55416 Phone: (952)591-9091 FAX: (952)591-2628 Date: August 16, 2013 To: Lisa Wittman From: Angela Cavalier Re: Application for Conditionai Licensure Dear City Planners: RHT LLC owns the property located at 9400 Golden Valley Road. Currently the facility operates a daycare that holds a conditional license to provide licensed day care services to employees of Orion Assaciates, Meridian Services and Orion ISO. Our daycare license is for 10 combines infant and toddlers and five preschool children. Maintaining enrollment through employee use only has been a challenge. We are seeking an amendment to the conditional license we hold to allow us to provide daycare service to members of the broader community in addition to the children of employees of Orion and its affiliated companies. We understand that parking is limited in the current space owned by RHT LLC however we do not believe parking or traffic will be greatly impacted by allowing a small numb�r of community m�mbers to utilize the daycare as the busy times for parking in and around 9400 Golden Valley Road are between 9-3. Daycare drop- off and pick up times are generally between 7:30-8:45 am and pick up is between 4:30-6:OOpm. Parents dropping off and picking up children during those times will not interfere with existing parking challenges. To address issues related to space and parking, an additional building was purchased by RHT LLC located at 541 2nd Ave. South Hopkins, MN. A large number of Orion staff have moved to that building. Our intention is to continue to use the daycare primarily as a support to employees of Orion Associates and its related entities and to offer spaces to the general public only ta offset times of low enrollment. Our daycare will continue to meet all applicable regulations. The ch�nge to the current conditional license would be allowing twafald. One, increasing the license to allow for 15 children to be served in the daycare versus 10 and two, to allow community members who are not employed by Orion Associates, Meridian Services to access the daycare for services. Sincerely, Angela Cavalier Executive Administrator, Meridian Services Orion PR-CT-800.5 1 of 1 1/10/Q3 CITY OF GOLDEN VALLEY CONDITIONAL USE PERMIT No. 121, Amendment#1 Date of Approval: Februarv 16 2010 bv the Citv Council in accordance with Sec 11 10 Subd 2 and Section 11.45 of Citv Code Issued To: RHT Office LLC Approved Location: 9400 Golden VallekRoad Golden Vailey, MN Approved Conditional Use: To allow for the operation of a davcare facility in ap�roximately 1 000 square feet of the existinq buildinq located at 9400 Golden Va{ley Road in the Business and Professional Offices (BPO) Zoning District Conditions of Approval: 1. No outdoor signage may be used to advertise or otherwise promote the daycare. 2. Children attending the daycare must have a parent who is employed in the facility. 3. The number af children attending the daycare at any time must be no greater than 28. 4. The haurs of normal operation shall be Monday through Friday from 7 am ta 7 pm. 5. All improvements to the building must meet the City's Building Code requirements. 6. All necessary licenses must be obtained by the Minnesota Departmer�t of Health and the Minnesota Department of Human Services. 7. All requirements must be met for the installation of fire safety equipment. 8. All ather applicable local, state and federal requirements shafl be met at all times. 9. Failure to comply with any of the terms of this permit shall be grounds for revocation. Issued by: Mark Grimes, Director of Planning and Development Warning: This permit does not exempt you from a11 ather city code provisions, regulations, and ordinances. C 1��' �'� Planning Department 763-593-80951763-593-810�(fax) Date: October 7, 2013 To: Planning Commission From: Joe Hogeboom, City Planner Subject: Informal public Hearing—Final PUD Plan — Meadowbrook Elementary School - PUD No. 90, Amendment 3— Hopkins Public Schools ISD #720, Applicant . . G � . � . . ,��,� � � „ _ _ Background and Description of Proposal Hopkins Public Schools is seeking approval of an amendment to the Planned Unit Development (PUD) Permit for Meadowbrook Elementary School. The School District proposes to canstruct a small addition onto the current school building and construct a tunnel that would connect to the current Crisis Nursery Facility (5400 Glenwood Avenue). The 5400 Glenwood Avenue building would be renavated and used for additiona(classroom space. This project is responding ta increased enrollment projections in the Hopkins Public School District over the next several years. Approval of the Preliminary PUD Plan was granted by the City Council in September. At that time, the Council directed staff to work with the School District to better understand traffic issues. More information about traffic associated with this amendment is included in the attached memo from the Public Works Department. Assuming approval of the PUD amendment, construction for this project would begin in the early spring. The addition and renovation space will open in the fall of 2014. Site Information PUD No. 90 was adopted by the City Cauncil on December 19, 2000. The PUD was established ta allow the City and the School District to build the Davis Community Center following the relocation of Turner's Crossroad and Xenia Avenue. The first amendment to the PUD was approved in May 2012,to allow a small addition to the building. The second amendment, approved in November 2012, allowed for modifications to be made to the parking area. The current Meadowbrook School PUD site contains two parcels. One parcel (Parcel B) contains the school itself, and the other parcel (Parcel A) contains the Davis Community Center, which is jointly operated between the Mopkins Schoot District and the City of Golden Valley. The Final Plat, which will be a component of the Final PUD Plan approval by the City Council, will consolidate Parcel B with the 5400 Glenwood Avenue Iot. Both the existing school and the 5400 Glenwood Avenue building site are designated as "Institutional" on the General Land Use Plan Map. The existing school is zoned 1-1 Institutional, and the 5400 building is zoned I-3 Institutional. Coinciding with this action, the applicant petitioned to rezone the 5400 Glenwood Avenue building to I-1 Institutional. Justification for Consideration as a PUD Section 11.55 of City Code states that the PUD process is an optional method of regulating land use in order to permit flexibility in uses allowed, setbacks, height, parking requirements and number of buildings on a lot. Staff has determined that this application qualifies as a PUD because it achieves the following standards established in City Code: • Achieves a high quality of site planning, design, landscaping, and building materials which are compatible with the existing and planned land uses. • Encourages preservation and protection of desirable site characteristics and open space and protection of sensitive environmental features including steep slopes,trees, scenic views, water ways, wetlands and lakes. • Encourages creativity and flexibility in land development. • Encourage efficient and effective use of land, open space, streets, utilities and other public facilities. • Allow mixing land uses and assembly and development of land to form larger parcels. • Encourage development in transitional areas which achieve compatibility with all adjacent and nearby land uses. • Achieve development consistent with the Comprehensive Plan, • Achieve development consistent with the City's redevelopment plans and goals. In order to be approved as a PUD, the City must be able to make findings which are specifically described in City Code. These findings are incorporated into staff's recommendation to the Planning Commission. Recommendation Staff recommends approval of the Final Plan for Meadowbrook Elementary School PUD No. 90, Amendment 3, based on the following findings of fact: 1. Quality Site Planning. The PUD plan is tailored to the specific characteristics of the site and achieves a higher quality of site planning and design than generally expected under conventional provisions of the ordinance. 2. Preservation. The PUD plan preserves and protects substantial desirable portions of the site's characteristics, open space and sensitive environmental features including steep slopes, trees, scenic views, creeks, wetlands and open waters. 3. Efficient— Effective. The PUD plan includes efficient and effective use (which includes preservation) of the land. 4. Compatibility. The PUD Plan results in development compatible with adjacent uses and is consistent with the Comprehensive Plan and redevelopment plans and goals. 5. General Health.The PUD plan is consistent with preserving and improving the general health, safety and general welfare of the people of the City. 6. Meets Requirements. The PUD plan meets the PUD Intent and Purpose provision and all other PUD ordinance provisions. And subject to the following conditions: 1. The plans prepared by SGN/Wendel, dated August 28, 2013, submitted with the application shall become a part of this approvaL 2. The recommendations and requirements outlined in the memo from Deputy Fire Chief John Crelly to Mark Grimes, Community Development Director dated August 5, 2013, shall become part of this approval. 3. The recommendations and requirements outlined in the memo from City Engineer Jeff Oliver to Mark Grimes, Community Development Director, dated October 1Q, 2013, shall become a part of this approval. 4. All signs an the property shall meet the requirements of the City's Sign Code. 5. This approval is subject to all other state, federal, and local ordinances, regulations, or laws with authority over this development. 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'r' __ld��;� � �--�-�---l._ � ��"�`'r.'`��- � � � � � , � � �J � ` � � � �' ` f i �, r �'`.,/ ,� �� I �` r' � �.. , ''`C`� %� 3 �°°`' �, ' ° ° a � ,% ,t.��.rc4,�s�,�ra.<vats �> ��,�,t;a^cau:�.,�u�s ��tg �,�+'VirVL.�'�d uro �. t�� T. , � � r F�ire Dep�rtment �r+��-��-�o��/ �s�-�s�-sa�a (fax� Date: August 5, 2013 To: Mark Grimes, Director of Planning & Zoning From: John Crelly, Deputy Chief Subject: PUQ Amendment— Meadowbrook Elementary School The Golden Valley Fire Department has reviewed the PUD Amendment#3 submitted on July 12, 2Q13 and reviewed the additional information that was submitted on July 26, 2013 to complete the original submittal. This PUD Amendment proposes to allow and interconnection addition between the existing building at 5430 Glenwood (Meadowbrook School) and the adjacent building at 5400 Glenwood (Crisis Nursery) for a total expansion of 4,600 square feet. Joining of these buildings can be accomplished but the following code items will need to be discussed and resolved: 1) Property Addresses; with the interconnection between the existing building at 5430 Glenwood (Meadowbrook School) and the adjacent building at 5400 Glenwood (Crisis Nursery), how will the buildings be addressed and/or identified moving forward? 2) Fire Sprinkler Systems; with the interconnection between the two buildings, consideration needs to be given on how the new areas will be protected with fire sprinklers. Also, a full review of the fire suppression systems should be conducted ta determine if the systems should be combined into one large system coming off one riser location or b�e maintained as two independent systems. 3) Fire Alarm System; with the interconnection between the two buildings, a full review of the fire alarm systems shall be canducted to determine if the systems should be combined into one large alarm system or for each building to maintain independent fire alarm systems. If they are independent, how should the systems operate to meet code requirements of an Educational Occupancy? 4) The fire department still has concerns about traffic on and aff the site during drop Off/ pickup times and during large school events such as open house/parent teacher conferences. This is an ongoing issue that needs to be reviewed as this project moves forward. 5) Road Access up to the building and around the building. As we have done in the past, we need to review the site, determine where fire lanes shall be established and ta have the established fire lanes properly identified with approved signage. 6) Public and private water systems to the site and the building. A review of current locatians of fire hydrants and routing of the water mains needs to be completed. Access issues noted in items 4 and 5 also impact our ability to access water to suppress a fire. There may be a need to add fire hydrants to compensate for poor access issues during critical times. 7) Code Analysis; A code analysis will be required when these buildings are combined. This information will be used during the review of this project from a Code perspective (Building, Fire, Electrical, Plumbing, and Mechanical Codes) If you have any questions, please contact me at 763-593-8065 or by e-maif, icrellv@goldenvalleymn.�ov �� Public Works Department 753-593-8030/763-593-3988(fax) Date: Qctober 10, 2013 To: Mark Grimes, Director of Community Development Joe Hogeboom, City Planner From: Jeff Oliver, PE, City Engineer Eric Eckman, Public Works Specialist Subject: Amendment to Meadowbrook School Planned Unit Development No. 90— Final PUD Plans , . , Public Works staff has reviewed the final design plans submitted by the Hopkins School District for a major amendment to Meadowbrook School Planned Unit Development (PUD) No. 90. The PUD site is located north of Glenwood Avenue and east of Xenia Avenue. The School District is purchasing the building immediately east of Meadowbrook School at 5400 Glenwood Avenue, the site of the Minneapolis Crisis Nursery. The School District plans include an addition to the southeast corner of the existing school building and connecting the addition to the 5400 Glen-wood Avenue building with a tunnel under the existing driveway. This Public Works review is based upon the plans submitted September 12, 2013, and identifies issues that must be addressed prior to the issuance of building permits. Site Plan and Preliminarv Plat: The existing PUD No. 90 consists of two lots: one of the lots is the location of Meadowbrook School and the second lot is the location of a community center. The proposed PUD amendment includes replatting the property to incorporate the 5400 Glenwood building into the existing lot containing the school. The PUD is adjacent to Glenwood Avenue and Trunk Highway 100. Therefpre, the plans are subject to the review of Hennepin County and the Minnesota Department of Transportation. Letters from both agencies are attached to this memorandum for reference. As part of the re-platting process, the existing easements within the PUD must be vacated and rededicated as required by the City Engineer. The City will facilitate the easement vacation process to coincide with City Council's consideration of the final plat. The owner must provide the City with legal descriptions and exhibits for the easement vacation. G:\Developments-Private\Meadowbrook School PUD Amendment\2013 Major PUD Amendment_Bldg Expansion\MajorAmend FinaIPUD_101013.docx 1 Site Access/Circulation. Access to the Meadowbrook School site is currently provided with two driveways onto Xenia Avenue and two driveways at the 5400 Glenwood building onto Glenwood Avenue. The northern driveway onto Xenia Avenue provides access to the parking lot utilized by school busses and the southern driveway provides access to the existing student drop off and community center parking. The eastern driveway onto Glenwood Avenue includes a driveway extension in the northeast corner of the parking lot, which connects to the school's east parking lot. Over the years, the eastern driveway has been the primary access to the school's east parking lot. With the incorporation of the 54p0 building into the campus, there is potential to fully utilize the west driveway onto Glenwood Avenue, as well. According to the PUD plans, the four driveways serving the school will remain in their current locations. Meadowbrook School and School District staff have been working with City staff for a number of years to address site circulation, congestion, and pedestrian issues within the community center and drop-off parking lot on the west side of the site. This parking lot is the main student drop-off location for the entire school. Congestion occurs in this parking lot resulting in extended periods of cars parked within the drop-off area, due in-part to school policy that all preschool and kindergarten students who are dropped off or picked up in this location must be accompanied to their classroom by an adult. It is anticipated that the congestion and circulation issues discussed above will be reduced with the PUD amendment. The proposed remodeling of the 5400 Glenwood building will include preschool classrooms and the addition to the existing building will be the location of kindergarten classrooms. The relocation of these age groups will allow parent pick up and drop off to occur in the 5400 Glenwood parking lot, which will greatly reduce the number of vehicles and congestion in the western parking lot. The layout of Glenwood Avenue adjacent to the 5400 building appears to be sufficient to accommodate the access to the Meadowbrook site and there are no congestion issues anticipated on the public street system. However, staff reserves the right to require Meadowbrook School to modify the access to this portion of the site if issues do arise. Public Works and Police staff will continue to monitor access and traffic circulation at the school following build-out of the addition for access and safety issues. At its meeting on September 3, 2013, the City Council approved the preliminary PUD plans with the condition that Meadowbrook School submit a Traffic Management Plan, as part of its final PUD submittal. A Traffic Management Plan and a Phasing Plan, showing pre- and post-project enrollment, was submitted to the City with the final PUD plans. The City and the School District entered into an agreement to retain the City's Traffic Engineer to review the school's current traffic operations and its Site Circulation Plan. The Traffic Engineer's report is attached to this memorandum for reference. The report outlines findings and observa- tions made during the field review of traffic operations in the east parking lots, which are accessed from Glenwood Avenue. The report also provides recommendations for improvements G:\Developments-Private\Meadowbrook School PUD Amendment\2013 Major PUD Amendment_Bldg Expansion\MajorAmend FinaIPUD_101013.docx 2 to the school's Traffic Management Plan. Staff recommends that Meadowbrook School implement the recommendations contained in the Traffic Engineer's report. There is existing sidewalk and/or trail on Xenia Avenue and Glenwood Avenue, adjacent to the Meadowbrook School site. There are no additional facilities identified in the City's Comprehensive Transportation Plan at this location. However, the City will continue to work with Meadowbrook School to look for opportunities to improve pedestrian safety and accessibility in proximity to the school. The driveway apron that is being replaced at the west driveway to 5400 Glenwood must be replaced with a City-standard commercial driveway apron. In addition,the pedestrian ramps at this driveway must be upgraded to comply with all applicable accessibility standards. A City Right- of-Way Management Permit must be obtained before working on the pedestrian ramps, which are part of the City's sidewalk and trail system. The proposed PUD is located on Glenwood Avenue, a county road;therefore, Hennepin County staff has also reviewed the plans. County staff requested the City's assistance in monitoring this area for access and safety. The letter from Hennepin County is attached to this memorandum for reference. Because Glenwood Avenue is a county road, the contractor will be required to obtain a permit from the Hennepin County Public Works Department for the removal and replacement of the driveway. A copy of the county permit must be submitted to the Public Works Department, prior to the issuance of a City Right-of-Way Management Permit. Utilitv Plan: All the buildings within the proposed PUD amendment are currently served by City sanitary sewer and water. While there may be an increase in flows to and from the 5400 Glenwood building, there is adequate capacity within the municipal systems to accommodate the flows. There is a new sewer service being extended from the main east of the building to serve the new classroom addition. The proposed service cleanout must conform to the City's standard detail. The 5400 Glenwood building is compliant with the City's Inflow and Infiltration Ordinance. The existing school building at 5430 Glenwood Avenue has undergone a partial inspection and repair work has begun, but the building is not currently compliant with the ordinance. The School District has been working with the Public Works Department on completing an inspection of the school's sanitary sewer system, but a number of significant obstacles, including buried demolition debris onsite have restricted the excavation needed to access the sewer service. The School District has submitted a plan to complete the I/I Inspection and perform any repairs identified in the inspection as part of the addition to the school. This plan demonstrates a commitment to become I/I compliant and is acceptable to staff. However, the school must be I/I compliant, prior to occupancy of the school addition. G:\Developments-Private\Meadowbrook School PUD Amendment\2013 Major PUD Amendment_Bldg Expansion\MajorAmend_FinaIPUD 101013.docx 3 Stormwater Mana�ement: The PUD project is located within the Sweeney Lake sub-district of the Bassett Creek Watershed and would disturb over 10,000 square feet of area. Therefore,the plan must be reviewed by the Bassett Creek Watershed Management Commission (BCWMC). Based upon the scope of the proposed improvements, the BCWMC water quality requirements do not apply to the proposed addition. However, the plans must be submitted to the BCWMC for their review and comment. Upon recommendation of the City,the School District is proposing to construct an environmental manhole water quality facility on the east side of the PUD, to assist in removing sediment and pollutants from the parking lot runoff. The existing Stormwater Maintenance Agreement between the City and Hopkins Schoals will need to be revised to include the new environmental manhole. In addition, the Letter of Understanding between the City and the School District, which outlines the maintenance and cost arrangement between the two parties, will also need to be modified to include maintenance of the new environmental manhole and sweeping of the parking lot at 5400 Glenwood. As part of its review, staff visited the parking lot at 5400 Glenwood and noted that the catch basin inlets and the pipe outlet, which convey runoff from the parking lot to the pond, are clogged with debris and sediment. Staff recommends that these storm sewer facilities be cleaned, as part of this project. In addition, staff recommends that the School District survey the pond on the east side of the PUD, to determine if it has adequate water quality capacity or other maintenance needs. The School District has committed to inspecting and maintaining these facilities, as part of this project. The proposed improvements will require that a City Stormwater Management Permit be obtained, prior to the start of work on site. The permit will not be issued until the BCWMC has approved the plans. Tree Preservation: The City Forester reviewed the plan and determined that the proposed building expansion is less than ten percent of the existing building area; therefore, no Tree Preservation Permit is required. Summarv and Recommendations: Public Works staff recommends approval of the preliminary design plan for the Meadowbrook School PUD No. 90 Amendment, subject to the comments contained in this review, which are summarized as follows: 1. The existing easements within the property that run in favor of the City of Golden Valley must be vacated as part of the platting process and rededicated on the final plat for the PUD, as discussed in this review. The public hearing for the easement vacation must occur at the same City Council meeting that the final plat is approved. 2. The School Qistrict agrees to consider and implement recommendations provided by the City's Traffic Engineer in the October 9, 2013, report (attached). 3. The School District agrees to work with the City and Hennepin County in the future to address access and site circulation issues that impact adjacent City or county roadways G:\Developments-Private\Meadowbrook School PUD Amendment\2013 Major PUD Amendment_Bldg Expansion\MajorAmend_FinaIPUD_101013.docx 4 that may develop, following opening of the 5400 Glenwood building and the school addition. 4. The plans must be modified to utilize City-standard details for all watermain, sanitary sewer, storm sewer and right-of-way related construction items. 5. The existing school building (5430 Glenwood Avenue) must become compliant with the City's Inflow and Infiltration Ordinance, prior to occupancy of the addition to the school. 6. The existing Stormwater Maintenance Agreement and letter of understanding must be modified to include the proposed environmenta) manhole and sweeping of all parking lots and driveways within the PUD, including those for the 5400 Glenwood building. 7. Staff recommends that the School District inspect and clean the storm sewer system on the east side of the 5400 parking lot, as part of this project. 8. Staff recommends that the School District survey the pond on the east side of the PUD to determine if it requires maintenance, as discussed in this review. 9. Approval is subject to the review and approval of the plans by the Bassett Creek Watershed Management Commission. 10. Approval is subject to the comments of the City Planner, Deputy Fire Chief, and City Attorney. Approval is also subject to the comments of other City staff, Hennepin County, MnDOT, and other agencies. Please feel free to contact Public Works staff, if you have any questions regarding this matter. C: Tom Burt, City Manager Jeannine Clancy, Director of Public Works Eric Eckman, Public Works Specialist Mitch Hoeft, Utility Engineer Joe Fox, Water Resources Engineer Mark Kuhnly, Fire Chief John Crelly, Deputy Fire Chief Gary Johnson, Building Official G:\Developments-Private\Meadowbrook School PUD Amendment\2013 Major PUD Amendment_Bldg Expansion\MajorAmend_finalPUD 101013.docx rJ � /� � SEH MEMORANDUM TO: Jeannine Clancy,Director of Public Works Jeff Oliver,PE,City Engineer FROM: Graham Johnson, PE Mike Kotila, PE DATE: October 9,2013 RE: Meadowbrook Elementary School—2013 Classroom Addition Site Plan and Traffic Operations Review SEH No. GOLDV-123422-T7 This memorandum summarizes our review of traffic conditions and proposed site improvements for Meadowbrook Elementary School. Field review was performed on the afternoon of Tuesday,October ls` morning of Wednesday October 2°d. Site plan comments are based on drawings received from City staff.The current proposal for the Meadowbrook School expansion is to remodel an existing building formerly occupied by the Crisis Nursery. The building will house additional classrooms connected to the main school building via a tunnel. Site access and circulation on the east side of the school are key issues discussed in this review. As we understand it,proposed changes would shift approximately 50 students to use the east doors and add another 174 students to use the existing east entrance as compared to existing conditions. Existing Site The figure below shows the existing facility and the current parking lots used by employees,school bus loading and parents for drop off and pick up. I�i«urc 1 - l vstin« Farilit� �r�,.�.. I, ,�;,; ': ,_ .""'�'p"'��"� s ��, . ��,�` � BUS DROP OFF , ;� � � . �- , . .�'� ' � � � � . � , 4 � r � a �y. �� , r . ` �t �* ��'�•� �' 1� .! "'��' � �� W EST LOT� �� , ; � , •� � � �° �� ' , � : s ��, � � . �.i� � � ��; �� --. .�� . • , �a-'�',�� '�„ .� �`" '' �'` � � �,x ,� . , /` „ y E, ,r � � , �,_ -1 �_ . : '.ro �,,� ,, . � � • '�`� t � „ ,LOT A � � �" �''�� , • . ' t , � � � . �, ", � � _ m _ �. �fi}, `� �. f: CRISIS " - � � � � 9' S300 �� __ `�' =-�� NURSERY �. � ""'LOT B=�`�-�. �� ` GLENWOOD� • . � =� �� , .. � , �� , .. j. "�.„�' ,?'� .. � � � �s �t^a `p �X��.. '�� ^ r .,y = a, ��. f `�� f*'� �., "!�' ��*� a ` `\ ` +�r. �. J � �`, ` �,.. �� "� � � �� '; as�.. .M . � �� ''�a+'� � �� . _ � � �� . ~A '�'��`� DRIVEWAY#2''� ��: �'� .��;; � �,� ``'� � �' � " , . DRIVEWAY#1 � � � - '�... t �,.��:�... a w ., Short Elliott Hendrickson Inc.,10901 Red Circle Drive,Suite 300,Minnetonka,MN 55343-9302 SEH is an equal opportunity employer � www.sehinc.com � 952.912.2600 � 800.734.6757 � 952.912.2601 fax Meadowbrook School—Traffic Review October 9,2013 Page 2 Field Review Field observations were conducted to assess the current traffic circulation and parking demands at the facility. The primary drop off and pick up times for students are between 9:00 and 9:30AM for drop off and between 3:45 and 4:30PM for pick up(correlating to a 9:33AM class start time and 4:05 PM dismissal). The proposed classroom expansion has a more direct impact to the east side parking lots(Lots A and B)near the existing Crisis Nursery building; therefore the focus of the observations was conducted in this area. It should also be noted that at the time of the observations,the Crisis Nursery building was vacant and therefore generating no traffic. Parking Currently,Lot A has a total of 68 parking stalls;by 8:30AM all of the stalls are occupied. When the stalls are full, school employees and parents dropping children off begin parking perpendicular to the center row of parking stalls(parallel to the drive aisle)which adds an additional 9 to 10 spots as shown in the photo below: � � A�,, � p ,, , �, „ , „� � ,± . �, ! � .. A... 3 X J �l��'- � �z• ' ,�'�,s��-� '��°� , " . ; �' , J' � � ..� > � �t�� ' A �� ,,. a,.v . - - .��,� _... ,_. y i �I� ��IN�l�I�II�� ..��Il�i �. , �,� ' I�. � II�I�� _ -5'`"�;:�,," d�a �,hh'�, « �w ��*�4 � �� 9 The Crisis Nursery building parking,Lot B,has a total of 50 existing parking stalls. With the building currently unoccupied,the building itself generates no users or parked vehicles. However,both parents and employees of the school currently utilize some of the parking stalls and walk to and from the main building. It was also observed that approximately 24 inbound vehicles from the 5300 Glenwood Avenue building(Boy Scouts of America)utilized the parking on the east side of Lot B via the narrow driveway that exists between the parcels(it was gated early in the morning,but was opened by 8:30 AM). The figure below shows most of the parked vehicles from the adjacent site. At this time it is not known if there is an agreement between the parcel owners regarding the use of the parking facility. �'1;�'lll'l' �- �.1�� .Ul��lllhV11U�� lv,y'�.t•�R (.�CiIN�•-�i� �VCillll' .,,�. _. .-t�. � �-� . , ' �..,,�� :'S x %'f�' # y,, `�� +��`a . � �'4.. � �f � ..=� , ` � ,!i i�.�"`�"':-� ,., «s,,,_ , ` • .. �,,, .,,�\s�,�a�°�1 �� -' .f" ' -�.r� � ^� t:l ��` '„_,,N,_..,. �? k , �....��':�`._; '"�.. Meadowbrook School—Traffic Review October 9,2013 Page 3 Pedestrians Parents not wanting to wait in the drop off/pick up vehicle queue were observed to find an available parking spot and walk their children to and from the east school entrance. Currently there is not an established walking path from Lot B to the school entrance. Some families will walk through the parking lot against the busy traffic,while others use a make-shift path on the northwest corner of the parking lot. The images below show both cases: s ; �urc -4 I'c�lcstrian llu�cu�cn�� ,,. ;r � � „t t� ,, . _{ � ` `�� --- � �r g ,,,�� J .� � � �� -�� "°'*e" � ` `^ �.�� . �f � 1 �. . �.,,��. ��` � - ;:� / ��~"��4�� A*-, � �... e�. � - � �� :..,.... � � �2 �' ti � .� '�� 1wg� , °L.� V�.. � �� '�,'i!�t e� + N w�.. .��'a°sM4S .....,......e -'t � KL. .�t` Y� � �� . � . : . ► � � �� jA 7 s_ x; ' . . '^4� �„ .t=. �`a`,�. .�� . " �z, . i:. .� . �T�"s' -�__ . _ , �� , �,, „, � V. "��.. � ...:,a1.r � � ` •s � �� , �. .._._ -N+�r,� .�._' ' � � � � - �� >; �� ,�� , ,�..,.,,� ..,, .». ' ' ' i _ � . .�. � ?h� .,. TYQ�f C Traffic exiting the school grounds was fairly sporadic in both peak time periods,but the worst event was observed during the AM drop off. Most of the traffic exiting the parking lots use Driveway#1 as it is a direct path from the parking lot to Glenwood Avenue. Currently there is a small,non-standard,sign directing traffic heading west(right turn)on Glenwood to drive around the existing building and use Driveway#2,it . directs traffic heading east(left turn)to use the easterly driveway. . . ; � It should be noted that the sign is difficult to read from inside a vehicle and it is k�,��,�� assumed to be a new traffic pattern established since the vacancy of the Crisis ..,,,..� � � Nursery. It was observed that approximately 10 to 15%of the exiting traffic used Driveway #2. It was also observed that at both driveways,exiting traffic made both left and right turn movements. �,�,� Meadowbrook School—Traffic Review October 9,2013 Page 4 The image below represents the longest queue observed during the morning drop off. This image shows approximately 9 to 10 vehicles queued up at Driveway#1; the small directional sign is also visible in this image. This represents the maximum queue observed during the morning;typically the average queue seemed to vary from 2 to 5 vehicles. During the PM peak,pick up time,exiting traffic experienced similar queues, with an average of 2 to 5 vehicles and a maximum of 8 or 9 vehicles. I�i�ur�-� _ *��,�thiwun�l O��. �., ,�. r `i,��„�„iiJ �1�cnuc (:��1 I'e:il.) �, .��9 9��.b I 4i- .Rm h —_ � _. ` 1 � ` ��-,•A 1 � ►� � � , . . � � �. __ ; t. _ _ .�� . .w . at"'k.,.. s..... w }' , � � � �2 {, X�, J. . ��Y ��:' ';:,:= 3,. � . As measured along Glenwood Avenue,Driveway#1 is approximately 550 feet from the west ramp terminal intersection at TH 100. During both the morning and afternoon rush hours,eastbound traffic queued from the TH 100 traffic signal has an influence on traffic exiting the parking lot. While,traffic did not directly block the driveway; eastbound traffic along Glenwood would begin slowing down as they approached the queuing traffic and the number of useable gaps was reduced. I�i��nr�� (�� I��:istl��° r , ',L,�, ��t!:," ��`�. � r � .,,�� 7 � y ' �'�,�; " ��''_. � .� , tti � .• 4 i;t�-, I k S a� �:V�� _ ��i. .. -.�� i�'.� _ . u'� .I�_ ' � - I�� ' ' 1 """.. -� ,. .�°,.. ; _ i . ,� s' � . ,. r. . , s � ��''��` �". _.._�• �,,�.� . ��,: Site Access The proposed plan would increase use the existing easterly school entrance and the newly remodeled building by 244 students; including a shift of 50 students to the existing entrance and 174 which would be new to the building. Currently no traffic operational improvements are proposed along Glenwood Avenue as part of the proposal. Meadowbrook School—Traffic Review October 9,2013 Page 5 Under current site conditions,the increase in students and staff at the site will generate additional parking demand,reducing the number of available parking stalls and increase the delay time at the exiting driveways. The school district has proposed reconfiguration of the parking lot circulation to create one-way flow around the Crisis Nursery building coupled with relocation of the parking stalls from the outside perimeter of the lot to the inside. The figure below shows resulting configuration and directional flow. The reconfiguration results in approximately the same number of stalls. Figure 7—One-Way Operations . c>. r' { , z, � � i+lli�YiY�<•) � , .��.�.,�.. Q; �� ::.�. .., Qa, `t _.� ♦, .... , . . ��-n i C} �_. J � �� r �i,n � �'� � -�� "�� B C7 " � t . A � � � , n7 NY ��., p'� `-(�? , � _ ' ;` -�,'f�: �..�( (�l ��1� i�.�1�� J�� , ---� r , ._�: ��, � � � , �� _, .,� ' � ,��o,'s, . � B,��; � c��-, � � c� �v�xe � � � � � .�' � +� '' �+�.� ��i. �-�-= � _ �',�e.��t �; � / -�,,R�,� � .: � - �-T. )1 (�'�o, ,�°-��L;�t}`"� "{:��_ (.1 .,r� �,. � �6p;�� .�_�_--_. _„_,_, C} E} This modification would make Driveway#1 an inbound access and all exiting traffic would use Driveway#2. Driveway#2 would be configured with two departure lanes; one serving left turning traffic and the other serving right turns.This would tend to reduce the queue lengths and delay for all vehicles. This configuration would also provide better intersection spacing with the TH 100 ramps. More effective traffic signage and pavement markings would need to be provided to direct vehicles on the correct path. Drivers leaving Lot A should be provided clear direction as they arrive at the junction between Lot A and Lot B.This direction should be a combination of directional signs and pavement markings to create the one-way counter clockwise flow around the Crisis Nursery building. Parking stalls along the west side of the Crisis Nursery building are likely to be blocked during periods of peak exiting traffic. , ► Meadowbrook School—Traffic Review October 9,2013 Page 6 Additional treatments that should be considered to encourage and compliment one-way flow include: • A triangular painted island/gore area channelizing the one-way movements at the junction of the drive aisles near the northeast corner of the Crisis Nursery building. • Angle parking on the one-way flow segments of the parking lots • Assigning parking stalls that are likely to be blocked during peak exiting times to staff(i.e. stalls on the west side of the Crisis Nursery building) Summary of Findings and Recommendations The field observations around the Crisis Nursery building and parking lots A and B for the school provided insight to some of the existing problems that occur. Site Parking and Circulation Issues • Parking—demands exceed the capacity of desirable parking spaces(Lot A is over capacity before student arrival);circulation patterns render some parking areas undesirable for short term use; overflow parking from an adjacent parcel is allowed. • Site circulation—congested due to parent pick-up and drop-off activity • Pedestrians—no clear walking path from parked vehicles to doors on the east end of the school • Exiting Traffic—delays waiting to turn onto Glenwood Avenue Potential Improvements Improvements that should be considered independently or in combination with others include: • Create one-way traffic flow around the Crisis Nursery building with two lanes exiting to Glenwood Avenue;Consider angle parking to reinforce the one-way flow. • Parking stalls should be freed up for short term parking where possible or existing stalls should be made more desirable for use. (Currently 118 stalls in both lots are filled before the majority of parents arrive;that includes parking in un-designated locations throughout the lots by both staff and parents) • Designate all stalls in Lot B as staff parking. This would allow parents to utilize the closer stalls near the school. The parking turnover in Lot B would then be reduced during the heavy pick-up and drop off times creating a safer,less conflicted exit. • The current overflow use by the 5300 Glenwood Avenue building could be eliminated to allow more school staff to use all of the parking in Lot B. • Provide safe walking routes. Sidewalks should be considered to remove pedestrians from moving vehicle drive aisles.A connection from the northwest corner of Lot B down to the east school entrance should be provided(the need is reduced if this is staff parking only). p:\fj\g\goldv\980100�neadowbrook school site�meadowbrook school memo 100913.docx .. ,� Hennepin County Pubik Worl� Transporta�tbn Departrnent Phone: 612-596-0300 Pub�c Works FaciNty Fax 612-321-341Q 1800 Preirie Drnre Web: www.00.hennepin.mn.us Medina,MN 55340-5421 September 10,2013 Mr.Mark Grimes Director of Planning and Development City of Golden Valley 7800 Golden Valley Road Golden Valley,MN 55427 Re: Preliminary Plat—Meadowbrook School Northeast Quadrsnt of Glenwood Avenue(CSAH 40)and Turners Crossroad Hennepin County Plat ReviewNo. 3312 Dear Mr.Grrimes: Minnesota Staiutes 505.02, 505.03, and 462.358, Flats and S�nveys, allow up to 30 days for county review of preliminary plats abutting county roads. A prel�imiilaiy plat to consolidate parcels and construct a sma,ll addition to the Me�dowbrook School site was t�eceived by Hennepin County on August 12, 2013. The county plat review committee examined and discussed the proposed changes on August 27, 2013. Base�l on� out review, the following comments are provided: Access— The Meadowbrook SchooUC�reater Minneapolis Crisis Nursery site is cun�ently served by two driveways on Glenwood Avenue and one,,on Turners Crossroad. Many other driveways and street entraaces also exist �n Glenwood Avenue between TH 100 and Turners Crassroad. Long teim, to improve safety, the county would desire to see drivevv�ys consfllidated and oppc�sing driveways/strests properly aligned. We request the city's assis#ance in monitoring this area for future opporh�nities to better manage the access patterns. Right-of-i�ay — Based on our review of the cutrent roadway capacity for this two-lane arterial roadway, daily h�c volumes (8,150 vehicles per day -2011 counts) and the existing pedeslrian and bicycle accommodations, no additional right-of-way is zec�uested along Glenwood Avenue with this preliminary plat. Pet�nits—Please inform the developer that all proposed constivction within county rigt►t-of-way requires an approved Hennepin County permit prior to beginning construction. This includes, but is not limited to driveway and street access, drainage and utility construction, trail development, and landscaping. Pernut questions can be dire�ted to Steve Groen at (612} 596- 0337 or s�ev�Pmee�Cakah�nnenin.»ne.us, ^,r^��c��'�;Y�;c.�r�;i�tt�E:r��t�l�r-; � A � Please contact Bob Bye�s (612) 596-0354 or rober�bversfa�cahennenin,r,u�us for any fiuther discussion of these items. Sincerely, _.t�o � .,,/'�'.�.t,�s.�9-G.� James N.Grube,P.E. Direetor of Transportation and County Engineer JNG/�js cc: Plat Review�Committee Mark Lazson,Hennepin County Survey 4ffice '�'' Minnesota Depar�mer�t of Transportation Metropolitan Dis�ict Waters Edge Bui�ling "` 1500 County Road B2 West Roseville, MN 55913 September 3,2013 Mr. Mark Crrimes Director of Community Development City of Golden Valley 7800 Golden Yalley Road Golden Valley,MN 55427 SUBJECT: Mea�dowbmok School Addition NInDOT Revie�v#S 13-047 Northwest Quadrant of TH 100 and Glenwood Avenue Golden Valley,Hennepin County Control Section 2735 Dear Mr.Cmmes: The Minnesota Department of Transportation(MnDOT}has reviewed the Meadowbrook School Addition plans. Before any fiuu�tLher derelopment, please address the following issues: Right-�of-Way: MnDOT has orders over the portion of Glenwood Avenue that cavers the area of the entrance where Meadowbrook School Addition work is proposed. MnDOT is ia the process of turning back Gleawood Avenue to the County,but currentiy it is in MnDOT Orders. Any qeiestions on the Tlirnback should be directed to Paul St John(b51-234- 7593). The Boundary and Topograp}uc Survey and Preliminary Plat sheets indicate that the school is infringing on MnDOT right-of-way with the baseball field,backstop,and bench. Also there appears to be like a chain link fence that is on MnDOT right-of-way. Aizy questions or concerns on these issues should be directed to John Isackson(651-234- 7571)Assist�nt Right�f-Way Engineer. Per»��ts: TH 100 is a controlled access facility,therefore any impa�cts should be very limited. For the pmposed work impacting Mtil)OT right-of-way, a permit will be required. Permit forms are available from MnDOT's utility website at http://www.do�state.mn.us/utilit� Please include one 11 x 17 plan set and one fu11 size plan set with each permit application. Please direct any questions regarding permit requirements to Buck Craig (651-234-7911)of MaDOT's Metro Permits 8ection. �Review Sab�nittal Options: Mn/DOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One(I)electronic pdf.version of tha plans. Mn/DOT can accept the plans via �mail at meirodevreviews tate.mn. provided that each ssparate e- mail is under 20 megabytes. 2. Three(3)se#s of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: Mn/D4T—Metro District Pla�nning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville,MN 55113 3. One(1)cflmpact disk. 4, Pl.ans can also be submitt�to Mn/DOT's EZCternal FTP Site. Please send files to:fl��/ft�2 dot s�te mn.us/pub/inc�min�/MeiroWatersEd�e/Pe/Plannin� Internet Fa�plorer doesn't work using ftp so please use an FTP Client or S our Window�s Explorer(My Computer). Also,plesse send a note to mehodevreviews.dotla�stabe.mnus iadicata�g that the plans have been submitted on the FTP site. If you have any questions concerning this review please feel free to contac#rne at (651) 234-7794. 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'� - _= s 8 0-� '� -, = s�ooy�s�i�qnd sui�doH � a` � m�� f . � O yz �<a_ ;g =�oe � � „ � �� m o�� LL � uoi�ipPd u�ooassel� �GOZ Q � � a= m�6`m � _ _ m � �oou�s �Ge�uau�al� �{ooaqnnopeaW �� m��m° � 0 3 SM�I�2�012�31X3 oa�y � � o o � r�r� ;i �, ��,� \� ,, , , � , � � �fJ�� \ �` �` /% ;% �,, � / /%� �,�� ,��. � �/ � ,�'� \, /, J � vV`�. �� r/ !'r� ��\�, \�, � � �'�;��\ � `\ / � ��'`�\�''� �� ; �,�� ,��1�. ) `� / ��;`�� \\��. � �1��,�� `\ `,�\ �: ::�-��`� �� / �/ i % / , � / � � � i / � � j ;% ; ; i � ; : / �/ �� / ;� % / , , - � �� i�� .fi�� j � �� , \ %� / � � � � � � , , , �� , `� �� / , � ��\ �� ;a, � � /`/ `�� `�\ �� ,/ � � \ / �� \ � \ ;\� >\ ` �� ,; � � \' `' `\� \ ��' � �� __ �� .��_ � �`� `�� r �, s,; � w ,.t .; � fff � p N .d�� ' .` .°.; c ��'� � E ,' � o ��rl � o d . J .,?y� " i V N � � N ` � � �..., ' ..� _ �-� � V � w � � y L �' 'C � �o ti �a O h L Z Y �r , Y N M t�1�,�� '�� Planning Iaepartrnent 763-593-8095/763-5�3-8109(fax) Date: October 7, 2013 To: Planning Commission From: Joe Hogeboom, City Planner Subject: Informal Public Hearing— Rezoning Petition—5400 Glenwood Ave. No. Hopkins Public Schools District No. 270, Applicant Background As a component of the incorporation of the 5400 Glenwood Avenue building into the Meadowbroak Elementary School site, the building must be rezoned from I-3 Institutional to I-1 Institutional. The I-3 Institutional Zoning District allaws clinics and other associated uses. The I-1 Institutional Zaning District allows schools. Both the existing school building and the 5400 Glenwood Avenue building site are designated as "Institutional" on the General Land Use Plan Map. - Recommendation Staff recommends approval of the Rezoning Petition, rezoning 5400 Glenwood Ave. No. from "Institutional (I-3)" to "Institutional (I-1)" in order to accommodate future school expansion outlined in Amendment#3 to PUD #90. Attachments Location Map (1 page) City Code, Section 11.46: Institutional Zoning District (6 pages) Zoning Map (1 page) � �.� �. , : mm � , �r �. � �, � ° � ,�,.�-•'"�' �' � W=, ,...�,� �.�oa�� .., � �., � � .�s_ � ,t�1' "��,�^,'' °�;� � `��,, � �� ¢ �L> . � � 1, � � m . � b�? �` �" i �� i \ ,r � �� i ,.� °`�� , � �� '' _" �� ,��—y �,r ,,�"f,.�-°"" , „ � �~s � -� '� � � � � 4 �� , � '`�� i, - ''' m �x. c , ' �t.,� --...., � ..�' � ''� � � � , � :. � �� a�n,�G�. . � ; �-�� ,,.„~''` ,---° � ,: . � t � ( O� �r�` �� ,. �� .r��:��` � � �� Subject Property: ; .�- ...��-� .��,- ,� , -�� `;��,�'` �� ,�{� � 5400 Glenwood Ave � �"�r��r��z� �� yn' �e�..�(� 3 f X� a I I ' `!� y�. } '..m. A / -c�f � `�{�''� a'� "� 3 . �S'�€M�.. �' _,..�` �C ay . .r t..��ip, �S� Y�� 'p ,"'"*)��'i` ��C . �` i i � � � �**r}�J d.u�i s4Y'��-- . . .. �`-�. � ^- � . T�'�.�.�.� � � `�.�.�«...�.......:J'"""".� �' ..�.� � ��R� . .. �� _ fi� ...s �'"1' ,:��=''> ".?E€��,"��'��i}��Nn��; � . C�sl9tiaWC3�S�i#'�V8 ��"`�'��`'-.� `� '� ' ��; �� "�1"� "�'y� �r. � � "`�—w, :� �..� ,w � �� ' ��' `�'�'a .� �.�,� �,� � ---�,.,.,� --�. �'!,� r e --�--�---- '� x r � �' � � _ �Ld r�� t'"^^k_ �"�� an?=,m..a� ��'�`� -----�--,..."... � "^-.....,,�. � �;, ,� . � , �� ` � ;� � �.� , `� � �� .� .� � � �: �r �:. , � °"� � "Ttaet��k�F2€l�= � �, .,; � � ��_. �_ �m � g � " `� � � � �� f _ : . �,,.` ` � � � � � ; � � � I -. .. ��:. I � � ="i G ''� . �': ^� �'� s,.„��. �� f .,a�'�:..�. ,� ,� a..'S"��95 ! � A ��.- ; ��.. � � .. -� "� �,.d:: :� ::. " E t�:' � .-� '��: ��; i § 11.46 Section ll.q.6: Institutional Zoning District Subdivision 1. Purpose The purpose of the Institutional Zoning District is to establish areas where both public and private institutional uses such as schools, hospitals, parks, golf courses, nursing homes and public buildings may be located. Subdivision 2. District Established Properties shall be established within the Institutionat Zoning District in the manner provided for in Section 11.90, Subdivision 3 af this Chapter, and when thus established shall be incorporated in this Section 11.46, Subdivision 2 by an ordinance which makes cross-reference to this Section 11.46 and which shall become a part hereof and of Section 11.10, Subdivision 2 thereof, as fully as if set forth herein. In addition the Institutional Zoning Districts thus established, and/or any subsequent changes to the same which shall be made and established in a similar manner, shall be reflected in the official zoning map of the City as provided in Section 11.11 of this Chapter. *Subdivision 3. Uses Permitted A. The following uses shall be permitted in the I-1 Institutional Zoning Sub- District: 1. Churches 2. Schools, public and parochial, excepting colleges, seminaries and other institutes of higher education Source: Ordinance No. 567 Effective Date: 5-28-82 3. Essential Services - Class I Source: Ordinance No. 80, 2nd Series Effective Date: 11-28-91 4. Seasonal Farm Produce Sales Source: Ordinance No. 127, 2nd Series Effective Date: 4-27-95 B. The follawing uses shall be permitted in the I-2 Institutional Zoning Sub- District: 1. Public and private libraries 2. Museums Golden Valley City Code Page 1 of 6 � 11.46 3. Colleges, seminaries and other institutes of higher education Source: Ordinance No. 567 Effective Date: 5-28-82 4. Essential Services - Class I Source: Ordinance No. 80, 2nd Series Effective Date: 11-ZS-91 C. The following uses shall be permitted in the I-3 Institutional Zoning Sub- District: 1. Rest homes, sanitariums, nursing homes, clinics and other buildings incidental to the operation thereof Source: Ordinance No. 567 Effective Date: 5-28-82 2. Essential Services - Class I Source: Ordinance No. 80, 2nd Series Effective Date: I1-28-9! D. The following uses shall be permitted in the I-4 Institutional Zoning Sub- District: 1. Golf courses, country clubs and polo fields, excepting those carried on as a business such as miniature golf courses 2. Parks, playgrounds, City offices, fire stations, and other lands incidental to the operation of the City Source: Ordinance No. 567 Effective Date: 5-28-82 3. Essential Services - Class I Source: Ordinance No. 80, 2nd Series Effective Date: 11-28-91 E. The following uses shall be permitted in the I-5 Institutional zoning Sub- District: 1. Cemeteries Source: Ordinance No. 567 Effective Date: 5-28-82 2. Essential Services - Class I Source: Ordinance No. 80, 2nd Series Effective Date: I1-28-91 *Subdivision 4. Conditional Uses The following uses may be allowed in the following Institutional Zoning Sub- Districts when approved by the Council in accordance with the provisions of this Chapter: Golden Valley City Code Page 2 of 6 § 11.46 A. Congregate Housing. Housing for the elderly, providing at least one (1) prepared meal per day, in a common dining room. Such housing may also provide certain medical and social services over and above what might be provided in a standard elderly apartment complex. Congregate housing may be allowed as a Canditional Use only within the I-3 Institutional Zoning Sub- District. B. Elderly Housing. Housing (either subsidized or unsubsidized) specifically designed and built for occupancy by elder persons in much the same way that standard multi-family dwellings might be built and managed, but not providing the same services as congregate housing, may be allowed as a Conditional Use only within the I-3 Institutional Zoning Sub-District. C. Hospitals and out-patient surgical facilities may be allowed as a Canditional Use only within the I-3 Institutional Zoning Sub-District. D. Lodge halls and private clubs may be allowed as a Conditional Use only within the I-3 Institutional zoning Sub-District. Source: Ordinance No. 567 Effective Date: 5-28-82 E. Residential facilities only within the I-3 Institutional Zoning Sub-District. Source: Ordinance No, 653 Effective Date: 4-12-85 F. Child day-care facilities may also be permitted as a Conditional Use within the I-1, I-2, I-3 and/or I-4 Institutional Zoning Sub-Districts. Source: Ordinance No. 567 Effective Date: 5-Z8-82 G. Heliports, as herein defined. H. Such other uses which, in the opinion of the Council, are reasonably compatible with the uses specifically described in Subdivision 3, above, may be permitted as a Conditional Use in any of the four Institutional Zoning Sub- Districts set forth above. Source: Ordinance No. 643 Effective Date: I1-16-84 I. Adult Day Care Centers shall be permitted as a Conditional Use within the I- 1, I-2, I-3 and/or I-4 Institutional Sub-Districts. Source: Ordinance No. 264, 2nd Series E(fective Date; i2-13-01 Golden Valley City Code Page 3 of 6 § 11.46 *Subdivision 5. Height No building ar structure other than water tanks, water tank towers and lighting fixtures, shall be erected to exceed three (3) stories in height in the Institutional Zoning District. Church spires, belfries, chimneys and architectural finials may be permitted to exceed the maximum provisions of this Section when erected in accordance with this Chapter. Source: Ordinance No. 609 Effective Date: 11-11-83 *Subdivision 6. Use of Land For the purpose of maintaining the character of this Zoning District, no buildings or structures shall occupy more than twenty-five percent (25%) of the area of the lot or premises. Source: Ordinance No. 567 Effective Date: 5-28-$2 *Subdivision 7. Yard Requirements Side and rear yards in the Institutional Zoning District shall not be less than fifty (50) feet in width and depth, of which at least twenty-five (25) feet adjacent to the property line shall be landscaped and maintained as a buffer zone. Source: Ordinance No. 609 Effective Date: 11-11-83 *Subdivision 8. Front Yards No building or structure in an Institutional Zoning District shall be located less than thirty-five (35) feet from the property line abutting a public street. All portions of a parcel of land abutting a public street shall be regarded as front yards. All front yards shall be planted, and landscaped, and shall contain no off-street parking. Source: Ordinance No. 567 Effective Date: 5-28-82 *Subdivision 9. Accessory Uses The following are permitted accessory uses in this Zoning District: A. Essential Services - Class I B. Accessory Structures. The following regulations and setbacks shall be required for accessory structures in this Zaning District: 1. Location. A Detached accessory structure shall be located completely to the rear of the principal structure, unless it is built with frost footings. In that case, an accessory structure may be built no closer to the front setback as the principal structure. If an addition is built on to an existing principal structure that would create a situation where an existing garage or accessory structure would not be completely to the rear of the addition to the principal structure, the addition to the principal structure may be built and the existing garage or accessory structure may remain and be Golden Valley City Code Page 4 of 6 § 11.46 considered conforming as long as there is at least ten (10) feet of separation between the existing principal structure with the addition and the existing garage or accessory structure. Additions may be made to the existing garage or accessory structure as long as the ten (10) feet of separation can be met. 2. Front setback. Accessory structures shall be located no less than the required setback for this Zoning District from the front property line along a street right-of-way line. 3. Side and rear setbacks. Accessory structures shall be located no less than the required setback for principal structures in this Zoning District from a side or rear yard property line. 4. Separation between structures. Accessory structures shall be located no less than ten (10) feet from any principal structure and from any ather accessary structure. 5. Alley setback. Accessory structures shall be located no less than ten (10) feet from an alley. 6. Height limitations. No accessory structure shall be erected in this Zoning District to exceed a height of one (1) stary. One (1) story may not exceed ten (10) feet from the floor to the top plate. Attic space in accessory structures shall be used only for storage and/or utility space. 7. Cornices and eaves. Cornices and eaves may not project more than thirty (30) inches into a required setback. 8. Number and Size of accessory structures. Only one (1) accessory structure shall be allowed on each property and no accessory structure shall be larger in size than the principal structure. In no case shall an accessory structure be greater than one thousand (1000) square feet or less than one hundred-twenty (120) square feet in area. Accessory structures include storage buildings, detached sheds, greenhouses, gazebos and other shelters. Accessory structures not used solely for storage and related activities shall have open sides from floor to ceiling, except that they may have railings and temporary screening (used only on two (2) sides at a time), all constructed in accordance with the building code. 9. Design. All accessory structures constructed after the construction of the principal structure must be designed and constructed of similar materials as determined by the City Manager or his designee. 10. Building Permits. All accessory structures located in this Zoning District require a building permit. Golden Valley City Code Page 5 of 6 § 11.46 11. Parking structures and garages. In this Zoning District, parking structures and garages shall not be considered accessory structures if they are used to meet the required number of parking spaces. Source: Ordinance No. 344, 2nd Series Effective Dare: OS-25-06 *Renumbering Source (Subd. 3-9): Ordinance 346, 2nd Series Effective Date: 7-1-06 Golden Valley City Code Page 6 of 6 r g s �U'�4i� //1 :� � .� �_" � �,�'�.�40� NJ `s` � b �sw � ��ia�l� �� .-y �c5 = o ^ U � �g`e; � � ��' /G r✓ V (II ,-y -g - � - ^ PC [� �OU `o_ x S� .� ` '�± �6 � c v �"'� u f� G. y �Jf � cx� �^' -�i � VI A� w � d � ��rc w� � c m .��S ��l:,u� 'W,� �� `o v g� ' � �.o u � Oy! 7' �°� 'g m � �-c !C71. 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I } . � � x. , x.,ve,ar z x�� x ti _ ' . � �+ ' N � O ' tl ' = p..x � . . .�..v .,�,.., � � - . . . �.• a ..�� > �'�' � � k � �,.naWe v... ......�,.._ -, �+ � . . . � I �. ... � �' ,._<... :i.�� ' j . - . R�9I C ., � � � _.,_, ; �:.,.a ^ __� �_ ��-._ €`� . �, ,; . r m ``1 ; , � , � •., � , i : > . ,. w � � > �, ,.. ��:��a _.._ , _� , � . w i , q i ,, i ;a „ ,. � ,.,. p - r � , . n . � r i . : - ; a� i � : z !� Y ; N � � i - . a :. � '� .,, m ¢= m � 4 , � � �� _ � � �� ` - � �, �' � - G� �, _ �� _ .. � �+: :�� :, �. , ,�.. x,.H ,, �� ' -.._.._ ��..� ""_'"_'_"_.._.._.r__.�_.___..EYmn_. 44 _'_ . �__""_ _ I....._. >E� _ '�F '__..___ �'_"___' " "_'_'_'_"'"_'_'"_"_—"'—_'_' , .-4-� i�. . � . rL 1� q�� - ."° .s.-�'�E:- �mrt-___'._'_' .. . . „ 'I . . '�.c� � '' __' _. . ` �>. _ ', °� 1 =o m .Y � o'"> �� n,cnotv,c�i i �o��.t� c � . . . . . .�tt.i_�orvxi��t �:� v�iva si,io� i ti�' ��"� y, °°"_°� pj�v �� :�n tt.�;� '� :.o x.��:� � ' � ��v o . � ' C� UdnU'n� �� C�� Planning Department 763-593-8095/763-593-8109(fax) � � � Date: October 7, 2013 To: Planning Commission From: Joe Hogeboom, City Planner Subject: Informal Public Hearing- Final PUD Plan— Room and Board PUD No. 79—Amendment#4— Room & Board, Inc., Applicant � �� , Background and Description of Proposal Room & Board Inc., 4600 Olson Memorial Highway, is seeking to amend Planned Unit Development (PUD) Permit No. 79 to allow for the relocation of the Outlet Sales operation, the demolition of the autlet building and the construction of a second floor on the existing warehouse. The Outlet Sales operation will relocate to the existing warehouse and the current Outlet Sales building will be replaced by parking. PUD No. 79 was established in 1998, and allowed the use of three buildings on one site. The first PUD amendment was granted in 1999 to allow an office and warehouse addition. The secand PUD amendment was approved in 2004 to allow for the acquisition of land in the northeast corner of the site for additional parking, and the third PUD amendment was granted in 2006 to allow for the conversion of approximately 8,500 square feet of warehouse space into office space. The property is guided for long-term industrial land use in the City's Comprehensive Plan, and is part of the Industrial Zoning District. No land use or zoning changes would be required for this proposal. The total PUD site is 13.07 acres in size and is bounded by Olson Memorial Highway to the south, a railroad to the north, industrial buildings to the west and a railroad to the east. The property owner to the west raised concern about potential traffic and stormwater runoff issues associated with this PUD amendment request. These issues are addressed in the staff report from the Public Works Department. Justification for Consideration as a PUD Section 11.55 of City Code states that the PUD process is an optional method of regulating land use in order to permit flexibility in uses allowed, setbacks, height, parking requirements and number of buildings on a lot. Staff has determined that this application qualifies as a PUD because it achieves the following standards established in City Code: • Achieves a high quality of site planning, design, landscaping, and building materials which are compatible with the existing and planned land uses. • Encourages preservation and protection of desirable site characteristics and open space and protection of sensitive environmental features including steep slopes, trees, scenic views, water ways, wetlands and lakes. • Encourages creativity and flexibility in land development. � Encourage efficient and effective use of land, open space, streets, utilities and other public facilities. • Allaw mixing land uses and assembly and development of land to form larger parcels. • Encourage development in transitional areas which achieve compatibility with all adjacent and nearby land uses. • Achieve development consistent with the Comprehensive Plan. • Achieve development consistent with the City's redevelopment plans and goals. In order to be approved as a PUD, the City must be able to make the following findings: 1. Quality Site Planning. The PUD plan is tailored to the specific characteristics of the site and achieves a higher quality of site planning and design than generally expected under conventional provisions of the ordinance. 2. Preservation. The PUD plan preserves and protects substantial desirable portions of the site's characteristics, open space and sensitive environmental features including steep slopes, trees, scenic views, creeks, wetlands and open waters. 3. Efficient— Effective. The PUD plan includes efficient and effective use (which includes preservation) of the land. 4. Compatibility. The PUD Plan results in development compatible with adjacent uses and is consistent with the Comprehensive Plan and redevelopment plans and goals. 5. General Health. The PUD plan is consistent with preserving and improving the general health, safety and general welfare of the people of the City. 6. Meets Requirements. The PUD plan meets the PUD Intent and Purpose provision and all other PUD ordinance provisions. Recommendation Staff recommends approval of the Final Plan for Room and Board PUD No. 79, Amendment No. 4, subject to the following conditions of approval: 1. The plans submitted with the application, dated September 13, 2013, shall become a part of this approval. 2. The recommendations and requirements outlined in the memo from Deputy Fire Chief John Crelly to Mark Grimes, Community Development Director dated July 26, 2013, shall become part of this approval. 3. The recommendations and requirements outlined in the memo from City Engineer Jeff Oliver to Mark Grimes, Community Development Rirector dated October 10, 2013, shall become part of this approval. 4. All signs on the property must meet the requirements of the City's Sign Code. 5. This approval is subject to all other state, federal, and local ordinances, regulations, or laws with authority over this development. Attachments Location Map (1 page) Memo from Deputy Fire Chief John Crelly dated July 26, 2013 (1 page) Memo from City Engineer Jeff Oliver dated October 1Q, 2013 (11 pages) Applicant's Narrative/Supplemental Information (5 pages) Site Plans (13 pages) +y�+��....�N.�,'y.�4 � t...�,� � � Vr�\ �.v� i � � I il ""F. Iwi (I�(,11��/ ^F��l� `��/y ./�y � A�S'�i Rl� � <�` � � �f��'^\\�\ , , � �� 1 !~!lt[({J��P��I:J c0.s� '� ,, t,y, �. 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'd �7` �r '"`'y .`� ti r � 1 � � ,1 I�y-_ I f�_ l � y,�i � r_. r _._.� \� � ,I_-��r� � '`�---^',�' �' +S' � � ��` � 1`� � ��.F �� Nt� ~� ..,\/ . _�____.:,G I x4 Y�.....- � .,.., _.,��.: �, . ;/ ? ....-, t,.it��pr F!,'`"'.:........... . �` �",R�IR�',�C{ s I'''"'��.:ti � �r � �� ,� � �� `� . !"st+e��Fdtct.�� ' i��i�� 'ti Lrak�r La_ U.�.imx�iw.i.�.1=t'e..�lS�.�ctr�i'::PG+'Mti:,�c,.N:k'„'+...:Stt '�. $ a �� .� ��"ire Departme�t ��-��.�-sc��/ ��-s��-so�s(f��} Date: July 26, 2013 To: Mark Grimes, Director of Planning$c Zoning From: John Crelly, Deputy Chief Subject: PUD Amendment— Room & Board Project The Golden Valley Fire Department Mas reviewed original PUD Amendment #4 submitted back on May 9th, 2013 and reviewed the additional information that was submitted on July 12, 2013 to complete the original submittal. The drawings submitted do not detail two areas of concern for the Fire Department. As with the previous PUD amendments for this site, the Fire Department will need to review and approve the following: 1) A review af the raad access up to the building and around the building. As we have done in the past, we need to review the site, determine where fire lanes shall be established and to have the established fire lanes properly identified with approved signage. 2) A review of the public and private water system to the site and the building. This review would include Iooking at current Iocation of fire hydrants, wall fire hydrants and the location and routing of the water mains. 3) With the remodel /conversion of the warehouse into a two story office area, consideration will need to be given to the decommissioning of the smoke removal system and a review of the fire suppression systems. If you have any questions, please contact me at 763-593-8065 or by e-mail, icrellv@�oldenvallevmn.�ov �i�� f Public Works Department 763-593-80301763-593-3988(fax) ��.�s . . � � �:�,",-, Date: Qctober 10, 2013 To: Mark Grimes, Director of Community Development Joe Hogeboom, City Pianner From: Jeff Oliver, PE, City Engineer Joe Fox, Water Resources Engineer Eric Eckman, Public Works Specialist Subject: Room and Board PUD 3rd Amendment Public Works staff has reviewed the final plans for the proposed Room and Board PUD 3rd Amendment, located at the Room and Board facilities at 4600 Olson Memorial Highway. The proposed PUD amendment consists of demolition of an existing building and construction of a surface parking lot in the southwest portion of the site. This memorandum discusses issues identified during the Public Works review that must be addressed, prior to the issuance of permits. The comments contained within this review are based on the plans submitted to the City on July 12, 2013, and revised September 13, 2013. Site Plan: This PUD amendment proposes the removal of the existing outlet sales building located in the southwest corner of Room and Board's campus. The outlet sales function will be relocated to the existing warehouse building onsite. A second story is planned above the existing warehouse building for future offiee use. This would permit the addition of approximately 168 employees at build-out. The plans submitted call for the extension of the existing parking lot into the space now occupied by the outlet sales building. The entrance to the west parking lot will remain in its present location. The owner or contractor will be required to obtain a Right-of-Way Management Permit for the construction of the new driveway apron, the storm sewer work within the Olson Memorial Frontage Road, removal of the existing utility services, and all pavement restoration associated with this work. Because the PUD amendment is located adjacent to Trunk Highway 55, it is subject to the review and comments of the Minnesota Department of Transportation. G:\Developments-Private\Room&Board\PUD Amendment 2013\Memos\Final PUD Review_101013.docx 1 Traffic: At its September 3, 2013 meeting,the City Council approved the preliminary PUD plans and directed staff to look into the traffic concerns raised at the public hearing. The primary concern brought forth at the meeting was the operation of the intersection of Schaper Road and Ottawa Avenue as it functions currently and as it relates to the future addition of employees at the Room and Board campus. Additional concerns relating to the operation of the intersection of Trunk Highway 55 and Schaper Road were also discussed at the public hearing. The City's Traffic Engineer reviewed site plans and conducted a field study to observe traffic operations at the intersections of Schaper Road and Ottawa Avenue, and Trunk Highway 55 and Schaper Road. The Traffic Engineer's report is attached to this memorandum for reference. The report outlines observations made during the field review and provides recommendations for consideration of the City and area businesses. Based upon the Traffic Engineer's report, there appear to be no warrants for an all-way stop sign at Schaper Road and Ottawa Avenue; however, the City will continue to monitor this intersection upon completion of Room and Board's phased construction projects. In addition, the City will continue to work with MnDOT to maintain or improve traffic flow and safety at the intersection of Trunk Highway 55 and Schaper Road. Utilities: The building planned for removal is currently served by City sanitary sewer and water. These services must be cut off as part of the building demolition and removed to the City mains within the frontage road. The property owner must obtain City Sewer and Water Permits for this work, prior to the start of work. The proposed PUD amendment is subject to the City's Inflow and Infiltration Ordinance. The property owner has completed an inspection of the primary building on site, but has not yet received a Certificate of Compliance. In order to ensure compliance with the ordinance, the property owner has entered into an Escrow Agreement with the City for 125%of the cost to repair the sanitary sewer service at 4600 Olson and the removal of the service at 4680 Olson to the City's main within the frontage road. The 4600 Olson Memorial Highway building must become compliant before completion of this demolition and parking lot project. Stormwater Mana�ement: The southwest portion of the PUD is within the Sweeney Lake sub-district and the north and east portions are within the Main Stem sub-district of the Bassett Creek watershed. Therefore,the development is subject to the review and comments of the Bassett Creek Watershed Management Commission (BCWMC) and is subject to its water quality and rate control requirements. Because Sweeney Lake is listed as impaired by the Minnesota Pollution Control Agency, the BCWMC review will include evaluation for compliance with the Sweeney Lake Total Maximum Daily Load (TMDL) Implementation Plan. G:\Developments-Pri�iate\ROOm&Board\PUD Amendment 2013\Memos\Final PUD Review_101013.docx 2 The owner has proposed the construction of water quality measures with this project. Plans call for a bio-retention basin located on the south end of the expanded parking lot. An environmental manhole will be installed upstream of the filtration basin for pre-treatment. The bio-retention basin design includes an under drainage system to allow filtration of stormwater runoff, prior to discharge inta the City storm sewer system. Storm sewer will be installed from the outlet of the bio-filtration pond to connect to existing City storm sewer pipes within Olson Memorial Highway. The City will own and maintain the section of new storm sewer under the curb line of the frontage road and the Developer will own and maintain all storm sewer within the site, as well as the portion of storm sewer perpendicular to the frontage road that is under the west curb line of the driveway. The owner will be required to enter into a Stormwater Treatment Facility Maintenance Agreement for the proposed environmental manhole, bio-retention basin, and other stormwater infrastructure owned by the property owner. This agreement will be drafted by the City and must be signed prior to approval of the final PUD amendment. The owner will also be required to obtain a City Stormwater Management Permit before construction. Review and approval by the BCWMC must be completed before a City Stormwater Management Permit is issued. Draina�e and Runoff Concerns: At its September 3,2013 meeting, the City Council approved the preliminary PUD plans, with the condition that stormwater runoff concerns raised at the public hearing by States Manufacturing be addressed, before consideration of final PUD plans. The concerns brought forth at the meeting focused on the drainage of the west parking lot and the potential for runoff to travel down the slope between the Room and Board and States Manufacturing properties and onto States' property. States Manufacturing explained at the public hearing that it has had problems in the past with runoff from Room and Board's west parking lot, erosion of the slope, and water inside the building after heavy rains. Room and Board explained that many of the issues States Manufacturing described were resolved approximately ten years ago by Room and Board with the construction of an earthen berm and retaining wall intended to contain and hold stormwater within the west parking lot, before discharging through its storm sewer system into the pond located at the north end of the Room and Board site. Room and Board also stated that the work proposed with this PUD amendment would not disturb or alter the area in question. At the public hearing, Room and Board stated it was willing to work with States Manufacturing to address the issues raised. Following is a brief summary of the work between Room and Board and States Manufacturing, as the City understands it, to address the runoff concerns raised at the public hearing: 1. Room and Board set up a meeting at States Manufacturing on September 9, 2013 with representatives from States Manufacturing, Room and Board, and the City. G:\Developments-Private\Room&Board\PUD Amendment 2013\Memos\Final PUD Review_101013.docx 3 States Manufacturing staff inentioned anecdotally that the improvements Room and Board made about ten years ago with construction of the retaining wall and berm seem to be working, but that they still have concerns with surface water runoff and flooding at their site, especially along the east side of their building. While onsite, City staff observed that the hillslope, which is on States Manufacturing's property, and the building rooftop are contributing runoff to the east side of the building. States Manufacturing asked the group for potential solutions to the drainage issues onsite. City staff discussed a variety of technical solutions that could be explored by States Manufacturing along the east side of the building. Room and Board offered to obtain a proposal from a third party consultant to assess the drainage and runoff concerns between the properties. 2. Room and Board obtained a proposal from Braun Intertec to assess the drainage and runoff concerns and the stability of the slope between the properties. Room and Board asked States Manufacturing to share in the cost of the analysis. States has decided not to move forward with the drainage and slope analysis at this time. 3. Room and Board submitted plans and a narrative to the City describing the steps they plan to take as part of this PUD amendment to improve drainage in the west parking lot. These steps include: a. Assessing and televising the existing storm sewer system which drains the west parking lot to ensure the system is functioning. b. Maintaining and excavating the existing stormwater pond which receives runoff from the west parking lot. The survey and inspection were completed in September, 2013 and maintenance of the pond will be scheduled soon. c. Providing stormwater calculations showing the level of protection provided by the retaining wall and earthen berm constructed approximately ten years ago. Room and Board is in the process of obtaining this information and plans to submit it before City Council consideration of the final PUD amendment. The City Engineer reserves the right to require additional measures, if the calculations show inadequate protection based upon modeled 100-year precipitation events. Considering that the proposed project does not disturb soils immediately adjacent to the area of concern, and that the contributing runoff volume is not anticipated to increase as a result of this project, staff feels that the runoff concerns raised at the public hearing are being addressed to the extent practicable given the scope of this project. Furthermore, staff recommends that States Manufacturing work with the City and BCWMC to explore options for improving drainage on States property. Tree Preservation and Landscape Plan: This development is subject to the City's Tree Preservation Ordinance. Tree removals are shown on the plans submitted. The City Forester has reviewed the plans and determined that a permit is required for this work. A Landscape Plan has been provided with the final PUD plans. A financial security in the amount of 125% of the estimated cost to furnish and install the materials must be submitted to the City before issuance of permits. G:\Developments-Private\Room&Board\PUD Amendment 2013\Memos\Final PUD Review_101013.docx 4 Summarv and Recommendations: Public Works staff recommends approval of Room and Board PUD 3rd Amendment, subject to the following conditions: 1. The property must become compliant with the Inflow and Infiltration Ordinance as discussed within this review. 2. The owner will be required to enter into a Maintenance Agreement for maintenance of the proposed environmental manhole, bio-retention basin, and other stormwater infrastructure. 3. As proposed by the owner, the owner must maintain and excavate the existing stormwater pond, to ensure it functions as designed. 4. As proposed by the owner, the owner must assess and televise the existing storm sewer system which drains the west parking lot, to ensure the system is functioning as designed. 5. As proposed by the owner, the owner must provide stormwater calculations showing the level of protection provided by the retaining wall and earthen berm constructed about ten years ago. 6. A financial security in the amount of 125% of the estimated cost to furnish and install the landscape materials must be submitted to the City before issuance of permits. 7. The Developer must obtain the appropriate permits from the City of Golden Valley for work within the right-of-way, stormwater management, removal of sanitary sewer and water services,tree preservation, demolition and removals, and any other permits that may be required, prior to commencing work. 8. The plans are subject to the review of the BCWMC and Minnesota Department of Transportation. Approval is also subject to the comments of the City Attorney, other City staff, and other agencies. Please feel free to call me if you have any questions regarding this matter. C: leannine Clancy, Director of Public Works Bert Tracy, Public Works Maintenance Manager Mitch Hoeft, Utility Engineer Joe Fox, Water Resources Engineer AI Lundstrom, Park Maintenance Supervisor and City Forester Kelley Janes, Utilities Supervisor Mark Kuhnly, Fire Chief John Crelly, Deputy Fire Chief Gary Johnson, Building Official G:\Developments-Private\Room&Board\PUD Amendment 2013\Memos\Final PUD Review_101013.docx rJ �J � SEH MEMORANDUM TO: Jeannine Clancy,Director of Public Works Jeff Oliver,PE,City Engineer FROM: Mike Kotila,PE Senior Transportation Engineer DATE: October 9,2013 RE: Room and Board Headquarters—Proposed Site Improvements Traffic Operations Review SEH No. GOLDV-123422-T6 This memorandum summarizes a review of traffic conditions and proposed site improvements for Room and Board Headquarters located on Olson Memorial Highway Frontage Road east of Ottawa Avenue in Golden Valley. The current proposal for the Room and Board expansion is to demolish the existing Outlet Sales building to accommodate additional parking spaces,move the outlet sales operation into the existing warehouse,and construct a 2°d floor office over the existing warehouse building. Theses changes are proposed to accommodate up to 168 additional employees. Field review was performed on the morning and afternoon of Wednesday,October 2nd. General site plan comments are based on PUD Amendment supplemental information and drawings dated September 13,2013. Existing Site The figure below shows the existing facility and the current parking lots used by employees,customers and shipping/receiving. - .. � _ `� _� # -�J y .�. '- � �w � �� - r- � �� '�� ' � �' �.�e� e,. ,., ; .+e ,: . M, . ' „ � ,' � � � ; ,. - �_, . ` ; T� �� _ ___ . __ ;. „ � � - ��. . � �� ,� �' � , g Aa9�. � . ' " ' �!' ; f �� , . D4�. '�, :� �;'' : .� � �� Y � _ �._. �N�j-�. , :��'� _ ; � __�� .t,. : . . L_ .— �'yP ' g �°� a � �... s � k ' �_ . .� �f 4 � � " .- �� d".`-E �" ��ie:p�� s �,6p^� / � ,� �� " / '�A�<"�'� # � �" r e `�e � � �''�'� �.�..� �.�. � "',� ��, � � � . . _ , . , .- _�� x., ,. � �.'.��."� Short Elliott Hendrickson Inc.,10901 Red Circle Drive,Suite 300,Minnetonka,MN 55343-9302 SEH is an equal opportunity employer � www.sehinc.com � 952.912.2600 � 800.734.6757 � 952.912.2601 fax Room and Board—Traffic Review October 9,2013 Page 2 Site Improvements The figure below shows proposed changes to the existing facility. The current PUD proposal for the Room and Board expansion is to demolish the existing Outlet Sales building to accommodate an additional 129 parking spaces at the facility. The outlet sales operation will be moved into the existing warehouse, and a 2"a floor office will be constructed over the existing warehouse building. The changes are proposed to accommodate up to 168 additional employees. An assessment of the proposed changes to the existing parking capacity identified a potential discrepancy between the site plan and those described in the PUD supplemental information. A count of the parking stalls shows a total increase of 108 stalls instead of the proposed 129 stalls. The existing lot along the north side of the warehouse building will be reduced from 20 existing stalls to 12 proposed;a reduction of 8 stalls. The existing large lot will be reduced from 151 existing stalls to 149 proposed; a reduction of 2 stalls. The new proposed lot will remove 9 existing stalls and add 127 stalls;an increase of 118 stalls. Based on this interpretation the total change in parking stalls will result in net increase of 108 stalls. Figure 2—Yroposed Site Plan �.,� �. � .. nEV cusTOn[a 11YDRT E ACES PICK UP AREQ ;`� y ' (� NYPR 4 �'.�� . . . . � '�r . . �:�� putt,Ei SnLES I� � PROPOSEO 2N0 �LO�t OFFICE I� i m . . � St.026 GSi' t' �8 SP � . . � . . �I NEV ENTRANCE TO IST F100R OUTIfT SAIES S• Y . � � CENTRIIL � � 3�.6 � — Z 2 NR. RnTED VALI � � N , �y 7 � ? HR. VALL � ; � ��6 K CE � OfFICE: +� Of�ICES 'y � 66,053 S� �r.ro M'ORT +"' � �Ev — Of f ICES 121 �� x L S MA(N ENfRY � _ g •MO41 �/ RuT / `r� .. P- 1? Sf FS i` u �� . vIV 19 $PAC -��y ,��. � � j � I � � ��L. �l I i � ��a ,�; -� �, � I � �� •� �� _ � . PF.�PC r Ll^ HrWi �.i.-��.._.__ � -!_—�—�_� . . Y: ...l.l,. Room and Board—Traffic Review October 9,2013 Page 3 Review Area The site is located at the end of Olson Memorial Highway Frontage Road north of TH 55 and east of Ottawa Avenue. Access to the site can only be achieved from TH 55 via Schaper Road and Ottawa Avenues to the frontage road. The TH 55/Schaper Road intersection operates under control of a traffic signal.The Schaper Road and Ottawa Avenue intersection is controlled by a stop sign on the eastbound leg. The following map image shows roadways and major sites in the area. 1 r<�w�ri.� .; '41a i uf ct��r�}, .sni! �il:- i�2 ±ht �1�3il� 1rt�:� ��:-:. ii �µ� �i �.�` ' ��.'�.k �a'f `�. . ,k,t: �.��r} �.�,� � :. � :a� ,. � r':" 'a� �,,'."��6 a �+� 'y�k�� ':,�, +'*""",�s' +' � ��.� �' � ' � ,c � ��?;�-;��t� , r`- � ''> �� ' � r; _ �.�` ^ �� . t� �� 3�,w- �w � r�� ` �.� '� ��`� �4` .`��"��'. i � +. �`�'� '� ��'�#+i"" "'� � t�k��. R �� , { -- �'� � +k ..��r :�a } , � y�d �� ' .�� `� �� "''�'�.,$'�x�.a=. . -� �_�i . ,� �� t ,��q,��/��" ` , � ' �'k y � � . . ,}� . � 6 `f.�S,fFi�t_Y9f. T�� II . it £s . � � �� 1 �.�� ;��3� � i�" � lriiF �. �'o� w � ,�n.- .� ��,Y 4� �' � •�,!jE .�_ �a , , ,��x �..�' x a,�*r,{.. .;�. �!N "'''d�3��_' - �� 2 �C".►+3 Si ,, :• a �� ar� ��` �- +r � /�•.. �`` E��"-� �� ,�" ro _ . ' p� y��i�R St k" _� �`i :"�' l' � ,_ � . � . ' , , - ' �c � � •r, �r• 1.� � � ,.,,.o. "� �-"��.�• � -. .:.: _. . n � ;". ��ap.�: . � -- ��" ..�: ..:.� .r. :.� �-..,�...y — ,,.�,r..��..,,..M. _ . .. ... ��.�..,..��'�f' . ._ 0,�::::::,a=.�._. l....� ... >,. p � . . . _, . � ,�.-.;..F. ... • . � .__ , ° '.,. ....,,:. il�.c.:�L .. � .wa'> 4 . «,s.. ... ,_ . .. .. . . . Review of Intersection Operations Field observations were conducted to assess the current traffic demands at the facility in conjunction with neighboring commercial sites and residential areas and their combined influence on intersection operations. The morning observation was conducted from 6:SOam to 8:15am on October 2"d,2013. The afternoon observation was conducted from 4:15pm until S:OSpm on the same day. A cursory inventory of parking demand was conducted at the commercial sites in the area to acknowledge how the observation time periods related to arrival and/or dismissal of the employees at these sites. In the morning, the main parking lot on the Room and Board site started about 25%full, increasing to about 50%full— indicating that staff was arriving to work during the review period. In the afternoon,the main parking lot was about 90% full. In the morning, States Manufacturing employees were arriving during the observation—their parking lots had about 45 cars parked at the end of the observation period. In the afternoon,most of the States Manufacturing employees had already left,with only 4 parked vehicles remaining on site. Other smaller commercial sites in the area had varying levels of parked vehicles totaling about 30 cars; amval and departure times varied and are thought to have a relatively small influence on intersection operations. In addition to the commercial sites,Ottawa Avenue north of Schaper Road provides access to and from 17 residences which contribute modest demands through the intersections being monitored. Lilac Drive extends westerly from Shaper Road from the first intersection north of TH 55. It functions as a frontage road along northbound TH 100. Lilac Drive provides an access route to TH 55 for a large area of residences located Room and Board—Traffic Review October 9,2013 Page 4 between the TH 55 and Duluth Street interchanges on both sides of TH 100 with an east-west underpass via the Lilac Loop roadway. TH SS and Schaper Road Intersection This signalized intersection is operated by the Minnesota Department of Transportation. During the peak periods the signal runs under coordinated control to serve the heavy directional flow of commuters along TH 55; the primary direction of flow is eastbound in the morning and westbound in the afternoon. Observations indicate that the signal operates on an approximate 140 second long cycle with about 75%of the green time allocated to serve movements along TH 55. Green intervals for left turn movements from TH 55 and side street movements(i.e. southbound Schaper Road)operate based on actual vehicle demand, so the green interval varies based upon the number of vehicles waiting. This approach allows the maximum amount of green time to be provided to the heaviest flows along TH 55,but also results in relatively long delays for vehicles waiting in the left turn lanes or on the side streets. Observations during peak periods of flow in both the morning and afternoon indicate that despite the delays experienced by vehicles making the minor intersection movements, all waiting traffic is typically served each cycle. During the periods observed,the queue of left turning vehicles did not exceed the length of the turn lanes on TH 55. Similarly,the southbound approach did not experience vehicle queues that caused blocking problems at the adjacent intersection. Fi�urc -1—'I'hc Eastboi�nd I:cft 't��n•n Lanc f�•om 'I'II �5 I�:�perienced a ��laximum ��I'!� ��chicles �'1'aitin�; � • p . —, _ „ _ � 4_ *__r s� � � fi. ! . ; s � � 1r +�c��r.��. . . ,.; ,'�� ti� y �„ 'L,� ::� �.x' �J i� �. : . �, ' '}r. � '" - ,' ... � _ ..,?,�. .�.. ..� . � �� . , �+ g �� --.. ; G �,.� t -"�,. . _.,. --- _ -� d � .� '' _.- .. „ ..r�ry �. + . , �� ,.. ...� ..,. � � ,. _-�— ,„�4' <: .,_,...-„_,.- .a: �.�� .... .. � »'� � ��. . '..,�•,k.., ',.r... .._.....•...-...�,�' . .. - u�„ ,_ Fi�urc �— I hc Siiuthhiiun�l ��i�ir��ach frvim �cha��cr 12��:��1 ti� �1�11 �5 . :ccl : \ cliirlc, ��.iitin�� (�I � � a ' - x: a�, — �. � ,�r,�, � �� _ �,�. � , � , �, �� — 4= .. rv: � .:. �r�.+�- , , '� "'w"�°"�M+ �� „ ,�. _. . ...., ,_r. _ � � �'w_,�,y,,..,,;r�;;.. ..» � �� . _ � . }F , �'.... " Room and Board—Traffic Review October 9,2013 Page 5 Additional observations regarding the TH 55 traffic signal operation. • MnDOT has recently improved pedestrian facilities to comply with current ADA(American Disability Act)requirements including accessible push button stations,countdown timers,detectable pedestrian ramps and cross walk markings. The crossing times provided were observed to be adequate for all crosswalks. • Left turning traffic from TH 55 often experiences delays of 90 seconds or more. Two vehicles were witnessed violating the red turn arrow as they waited with no opposing traffic on TH 55. Flashing yellow arrows in the off—peak hours have been deployed in some situations in Golden Valley to allow making a left turn when gaps in the opposing flow allow. This has been effective and safe,on low speed roadways in Golden Valley. However,a cautious approach is prudent on TH 55 due to higher operating speeds. High speed crashes,when they occur can be very severe. MnDOT,Golden Valley and other Metro area agencies continue to gain experience with the effectiveness and safety implications of the flashing yellow arrow. In this particular location,it was observed that the rising sun creates a blinding affect for eastbound drivers in the morning which is a safety consideration if flashing left turn arrow operation is considered. Schaper Road and Ottawa Avenue Intersection Ottawa Avenue and Schaper Road meet to form a"tee"intersection. The north and south legs of the intersection are on Ottawa Avenue. Schaper Road creates the west leg. Eastbound Schaper Road is controlled by a stop sign while northbound and southbound approaches operate without traffic control. The following image shows a northbound vehicle making an unimpeded left turn to westbound Schaper Road. t ;,�iirc 6— Looking East on ticli:��,; � It„ ��-�''.� ; . � � "�'� �.��`� � ��-� �m..�� ., ,, �� . � � �Ai'♦ F �. �y1 [ . � .��. �. .�� y �1 ; .�t'��r' �� `�#�x� � �„��', �}MP:.!': '�� _�— � � �+�' ».b: i �� ._.�.:- -:-.� `'� ' - , . 'a:.. _ ... ."�" '.,. . ��,�.... Movements through the intersection from each direction occurred with a minimum of conflict during the time periods observed.The busiest conditions at the intersection occur when work shifts are beginning or ending at one or more of the employers in the area. The primary movements occur between the west leg and the south leg or between the west leg and the north leg. The intersection operates during peak demands with very little delay because many of the possible movements can operate simultaneously without conflict. For instance an eastbound right turn and a northbound left turn can occur without delaying one another.The same is true for an eastbound right turn(or left turn) and a southbound right turn. Room and Board—Traffic Review October 9,2013 Page 6 Summary of Observations and Recommendations General Observations • Work hours at area businesses are staggered from one another.Arrival and departure times vary, spreading traffic demand and limiting congestion and delay. • The traffic signal on TH 55 is programmed to maximize throughput on TH 55. Left turn delays and sides street delays are inherently long in this type of operation.It should be noted that drivers may feel inconvenienced as they either enter or leave the traffic stream along TH 55,but they may also benefit from the efficiency of traffic flow as they travel along TH 55. • Driver delays for eastbound left turns from TH 55 or for southbound Schaper Road onto TH 55 are long;however,turn lanes were long enough to store all waiting vehicles without disrupting flow of the adjacent lanes and all waiting vehicles were served by the green interval provided during each traffic signal cycle observed. While it was not observed,it may be possible that the eastbound left turn lane could overflow on occasion if arrival rates randomly peak more sharply,or if several large vehicles arrive simultaneously. • The existing traffic control(stop sign)at the Schaper Road and Ottawa Avenue intersection serves existing traffic demands well. No changes appear to be warranted. Findings/Recommendations Many sites in the study area are only served by one entrance/egress route along the public roadways. It is prudent for all users to recognize that management of their site activities and their behaviors on the public streets system could impact the accessibility for neighboring commercial tenants,area residents,and emergency vehicle access. • Golden Valley staff should continue to work with MnDOT to maintain or improve traffic flow and safety at the TH 55/Schaper intersection and along the TH 55 corridor. This would include periodic monitoring of traffic operations to identify safety issues or to alleviate unnecessary delays. • The existing intersection control on Schaper Road at Ottawa Avenue is adequate to serve existing demands and is expected to serve future demands without undue conflict or unreasonable delay. Golden Valley staff should monitor the intersection after full occupancy of the Room and Board site is achieved. • Room and Board should proactively manage their employee and customer arrival and departure times to minimize undue influence on traffic operations at area intersections. • Room and Board should proactively manage their employee and customer parking demands to prevent overflow onto the public streets or adjacent sites. • Area businesses should be encouraged to continue to maintain work hours that vary from neighboring sites. p:1fj\g\goldv\980100�meadowbrook school site�meadowbrook school memo 100813.docx September 13, 2013 PUD No. 79, AMENDMENT No. 4 FORTIER ARCHITECTS P.A, ROOM& BOARD INC. ARCHITECTURE PLANNING INTERIORS Comm: 13-01 SUPPLEMENTAL 1NFORMATION Room&Board continues to experience growth a�d desires to maintain it's corporate headquarter in Golden Valley. To accommodate continued growth,Room &Board is seeking approval of a 4`d. Amendment to PUD No. 79. It is the intent to relocate the Outlet Sales into the e�sting warehouse on the lower level. This will enable R&B to demo the existing Outlet building and increase parking from the current 240 spaces to about 369 spaces and allow for the expansion of office space by building a second floor within the existing waxehouse. This proposal does not affect the plat. . PROPOSED AMENDMENT l. Permit the Outlet Sales to relocate into the existing warehouse. 2. Permit the demolition of the outlet buiIding for the construction of pa.rking. 3. Permit the construction of a second floor in the existing warehouse to be used as office space. 4. Apply a parking of standard of 1/250 sf. for office and lper employee to limit any future growth, specifically the full utilization of the second floor as o�ce space. ANALYSIS .' 1&2 Currently the Outlet Sales on weekend mornings, approximately 8— 11 AM, fully utilizes the main parking lot of approximately 140 spaces and represents the maxirnum demand conditions. Thus Outlet Sales(19,200 sf.)has a parking space demand ratio of about 1/137 sf. This is considerably higher than the underlying zoning for Furniture Showrooms of 1/400 sf. Relocating the Outlet Sales and constructing parking in the demolished area will create a main lot of appro�mately 275 spaces. An additional 12 spaces will be available for staff on the north side of the new Outlet center. At the current peak demand of 1/140sf,this could support about 40,000 sf. of Outiet Sales floor area. R&B will be building out about 24,500 sf. as Outlet Sales and we are seeking flexibility in area up to 40,000 sf. to meet the growth in demand or product. Please see Site plan(dwg. A1)and floor plan(dwg. A3.2) and building elevation(dwg. AS), attached. 3. In 2006, there were 164 employees and 32,449 sf. of office space. The conversion of 8,500 sf. of warehouse to office (PUD Minor.amendment#3)estimated an increase to 200 employees by 2010. Employment is now at about 235, of which the majority works in offices. Growth is anticipated to continue and there is no room to expand outwardly. 1804 Sprin�Valley Circle, Golden Valley, Minnesota 55422-4116 Ph.763 287 8960 PUD No. 79, AMENDMENT No. 4 ROOM&BOARD INC. Comm: 13-01 SUPPLEMENTAL INFORMATION page 2 Given the size and structure of the e�usting warehouse, a second floor can be constructed up to 46,000 sf. in area. After subtracting for anticipated courtyards, elevator and stair shafts,toilets, lunchrooms, etc, approximately 42,000 sf. may be available for office use. At 1 employee per 250 sf.,this would permit the addition of about 168 employees. That is considerable growth and would not be built out in a single phase. It is anticipated that 27,000 sf. would be built starting this year and the remaining 19,000 sf. area will be unoccupied space(warehouse). Build out of the vacant area is to be based on employment growth and additional building pertnits will be sought at that time. However,the entire structural floor will be built at this time. Please see Floor plan of the 2nd. floor(dwg. A 4)and elevations of construction changes to the exterior of the existing warehouse(dwg. A5), atta.ched. 4. Employee paxking is adequate but tight. Given that employees receive vacations, sick days, and travel, it never happens that all employees are at the facility on any given day. It is estimated that the typical employee receives about 13 days vacation and 7 days sick leave per year, plus 10 days for holida.ys. With 52 weeks a year in which to take the 30 days (6 weeks) leave. That results in a 88%attendance ratio... and explains why 240 spaces can support an employee population of 235,�plus visitors. Many employees are simply not there to use a parking space. We are requesting a parking ratio of 1/250 sf. for office space(which is the city standard for office space)plus 1 space per employee for all other spaces be applied to limit growth. By also imposing a standard of a minimum of 1 space per employee, we assure that existing conditions are maintained and not lowered. We believe these standards better reflect the uses of space at R&B. Many of the spaces have low density, such as photo studio and display staging which occupy about 40,000 sf. and account for only about 20 employees. Distribution also has a low density. Rather than try to fit a ratio to these types of spaces,we believe an over-riding 1 space per employee for the entire facility would be appropriate. . . PUD No. 79, AMENDMENT No. 4 ROOM&BOARD INC. Comm: 13-01 SUPPLEMENTAL INFORMATION pa�e 3 GENERAL ANALYSIS Land use wil�_change as part of this proposal but not significantly, as shown on the following table. The net impervious surface is increased by 3,187 sf. at the expense of landscaping and open space. Tota1 hard surface cover rises from 84.32%to 84.88% ; a 0.56% increase. While this is a dense development, R&B is fortunate to be surrounded by undevelopable sloping woodlands, which gives the visual impression of a much less dense development. 2004 PUD 2nd. 2013 PUD Change Amendment * Proposal Site Area 569,493 sf. 13.07 A 569,493 sf. 13.07A no change Building 235,416 sf. 41.34% 216,216 sf. 37.97% - 19,200 sf. Pavement apuroved** 244.776 sf. 42.98% 267 163 sf 46 91% 22 387 sf Impervious surfaces 480,192 sf. 84.32% 483,379 s£ 84.88% 3,187 sf. Landscaped area 49,546 sf 8.7% 44,003 sf. 7.73% - 5,543 sf. Open space 27,075 sf. 4.75% 29,431 sf. 5.17% 2,356 sf. Pondin� 12,680 sf. 2.23% 12 680 sf 2 23% no chan�e So$surfaces 89,3Q 1 sf 15.68% 86,114 SF 15.12% -3,187 SF. * There was a Minor PUD Amendment in 2006 to increase interior office space. It did not affect exterior conditions. ** Of the pavement approvecl,the pavement installed is 223,959 sf. The above breakdown assumes the spaces were built as approved. BACKGROUND In 1998 (September)R&B was approved as PUD No. 79. This consolidated the site, allowing the use of 3 buildings on one site, and permitted operations of Outlet Sales on weekends. In 1999 (January)R&B received approval of PUD 1 St. Amendment. This allowed for a sizable office and warehouse addition, including ponding, lighting, landscaping and all e�erior conditions and land uses existing today. Building area was 235,493 sf. on the 12.8?Acre site. Parking standards were adjusted to 400 spaces, inclusive of proof of parking. . . PUD No. 79, AMENDMENT No. 4 ROOM&BOARD INC. Comm: 13-01 SUPPLEMENTAL INFORMATION Page 4 In 2004 R&B received approval of PUD 2nd. Amendment. This allowed for the acquisition of the land on the northeast corner of the site for pa.rking use, an adjustment in parking standards to 323 spaces, and consent to open the Outlet Sales for one weekday evening per week. Parking provided 202 spaces and 121 spaces shown as proof of parking, including the land acquisition. In 2006 R&B received approval of a PUD 3 Minor Amendment. T'his allowed for the conversion of about 8,500 sf. of warehouse space to office. It did not affect site conditions or parking, and the only exterior change to the buildings was the upgrading of one existing wall to incorporate brick and new windows. Parking was linked to employee growth rather than square footage, and is to be built on an as-needed basis(or as requested by City Chief of Fire and Inspections). 38 additional parking spaces have been constructed along the north side of the warehouses, in accord with the PUD 2°d. Amendment, resulting in the current total existing parking of 240 spaces. PUD STANDARDS Room and Board is currently a PUD and will continue to comply with all previously agreed to standards and conditions, subject only to the changes herein sought by this application. All changes to the site are intended to fully comply and be e�ctensions of those standards. Frontage. The current frontage is well in excess of 100 ft. and will not change. Setbacks. The Outlet Sales building is currently set back 100 ft. With its removal,the main building will provide a 170 ft. setback. The west setback will be about 225 ft. North side adjoining residential districts. Tree Preservation. There are a total of 166 significant trees on site. With the construction of the parking approved as PUD 2, 30 trees will be lost. With the demolition of the Outlet Sales building, an additional 19 trees will be lost. This is a combined total of 49 trees lost and exceeds the limit of 25%, which means tree remediation is required. We propose to add 33 trees as remediation of the trees lost. (See Landscape plan L 1.0 and dwg. LA 1) . � PUD No. 79, AMENDMENT No.4 ROOM&BOARD INC. Comm: 13-01 SUPPLEMEN'I'AL INFORMATION Pa�e 5 Lighting. The expanded parking lot will be illuminate similar to the existing, adding 4 -21amp fixtures, 30 ft. high, shielded,anodized bronze. (See dwg. LA1.} � ; Utilities. The building to remain is currently served and those services will remain as-is. The demolition will lead to abandonment and removal of services. R&B will remove the services to the Outlet building,to the street, with the demolition of that building. R&B will enter into an escrow agreement with the city for this work. Storm Water. Currently the majority of storm water is directed to a single large pond on the north side of the warehouse, constructed for this purpose as part of PUD Amendment No l, in 1999. Maintenance is in process to assure that pond maintains its effectiveness. The PUD 2�. Amendment was approved specifically to add land and develop parking for 78 spaces along the northeast corner of the site. This included a new pond. Construction plans for this work were completed and approved, including watershed approval. While that work has not progressed, we anticipate proceeding with 32 spaces this fall in preparation for the improvements as part of this PUD. The revised plans reduce the paved area and thus decrease the amount of runoff water while increasing the pond size and tree preseroation. ( See dwg. 1 of 2 by Oliver Surveying and Engineering and dwg. A 1) The Outlet Sales building sits atop a division and 2 sub-watersheds. Approximately '/2 of its roof, a sizeable portion of the entry driveway,the paved areas serving the main building entrance and this associated landscaped area,all drain toward the south and eventually down the frontage road. With the demolition and parking construction, we intend to maintain this amount of runoff plus the approximately 5000 sf. of new impervious service This increased water to the south will be directed to a new bio-remediation pond. We will also be adding a Stormceptor and other catch basins to treat existing storm water runoff. To accept this new improvement,the storm sewer in the frontage road approximately 100 ft. east. R&B will enter into a maintenance agreement with the city to assure maintenance of this pond and improvements. A full set of plans and calculations have been forwarded to the city engineer. 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E ��.., �, .�,.�...� . �'::;.:.. . ��Y p �� A ✓ Planning Department 763-593-$095 J 763-593-8109(fax) Date: October 7, 2013 To: Planning Commission From: Joe Hogeboom, City Planner Subject: Informal Public Hearing- Preliminary PUD Plan —Tennant Company PUD No. 114—Tennant Company, Applicant Background and Description of Proposal Tennant Company is seeking approval of a Planned Unit Development (PUD) Permit for the consolidation of its multiple parcels into one cohesive development site. The site, lacated near the northwest corner of the Highway 100/Highway 55 intersection, is Tennant Company's North American headquarters. Founded in 1870, Tennant Company is a national manufacturer of indoor and outdoor environmental cleaning solutions and specialty floor coatings. During the past two decades, Tennant Company has been acquiring various properties adjacent to its primary building at 701 North lilac Drive. Officials from Tennant Company have met with City staff in the past to discuss ways in which the multiple properties could function as one cohesive campus. Tennant Company spent the past several years working to create a master plan for its site. The "One Campus" plan, which was developed by Tennant Company, looks at ways to accommodate future development on the site while addressing immediate needs of the corporation. While potential new buildings could be developed on the site in the future, the company's immediate plans include connecting various buildings with sidewalks and trails. Future site modifications would require an amendment to the PUD Permit. Land Use and Zoning Considerations The affected properties are guided for long-term Industrial development in the City's Comprehensive Plan. The properties that will be consolidated into the Planned Unit Development are zoned Industrial, Light Industrial, 8usiness and Professional Offices, and Single Family (R-1) Residential. All zoning designations, with the exception of the property zaned Single Family (R-1) Residential, are consistent with the General Land Use Plan Map. Properties will have to be rezoned as new uses come to the site. Public Works and Fire Safety Considerations As is standard practice for development praposals, plans for Tennant Company were reviewed by the City's Public Works Department. The Public Works Department reviewed the proposal to ensure the site can be adequately served by public utilities and that traffic issues are resolved. A memorandum from the Public Works Department is attached. The Fire Department reviewed this proposal to ensure that adequate emergency vehicle access is achieved on the site. In addition, the Fire Department ensures that the buildings are equipped with fire protection systems. The Fire Department's memorandum is attached, and is incorporated with the conditions of PUD approval. Justification for Consideration as a PUD Section 11.55 of City Code states that the PUD process is an optional method of regulating land use in order to permit flexibility in uses allowed, setbacks, height, parking requirements and number of buildings on a lot. Staff has determined that this application qualifies as a PUD because it achieves the following standards established in City Code: • Achieves a high quality of site planning, design, landscaping, and building materials which are compatible with the existing and planned land uses. • Encourages preservation and protection of desirable site characteristics and open space and protection of sensitive environmental features including steep slopes, trees, scenic views, water ways, wetlands and lakes. • Encourages creativity and flexibility in land development. • Encourage efficient and effective use of land, open space, streets, utilities and other public facilities. • Allow mixing land uses and assembly and development of land to form larger parcels. • Encourage development in transitional areas which achieve compatibility with all adjacent and nearby land uses. • Achieve development consistent with the Comprehensive Plan. • Achieve development consistent with the City's redevelopment plans and goals. In order to be approved as a PUD, the City must be able to make findings which are specifically described in City Code. These findings are incorporated into staff's recommendation to the Planning Commission. Recommendation Staff recommends approval of the Preliminary Plan for Tennant Company PUD Na. 114, based on the following findings of fact: 1, Quality Site Planning. The PUD plan is tailored to the specific characteristics of the site and achieves a higher quality of site planning and design than generally expected under conventional provisions of the ordinance. 2. Preservation. The PUD plan preserves and protects substantial desirable portions of the site's characteristics, open space and sensitive environmental features including steep slopes, trees, scenic views, creeks, wetlands and open waters. 3. Efficient—Effective. The PUD plan includes efficient and effective use (which includes preservation) of the land. 4. Compatibility. The PUD Plan results in development compatible with adjacent uses and is consistent with the Comprehensive Plan and redevelopment plans and goals. 5. General Health. The PUD plan is consistent with preserving and improving the general health, safety and general welfare of the people of the City. 6. Meets Requirements. The PUD plan meets the PUD Intent and Purpose provision and all other PUD ordinance provisions. And subject to the following conditions: 1. The plans dated September 13, 2013 prepared by LHB submitted with the application shall become a part of this approval. 2. The recommendations and requirements outlined in the memo from Deputy Fire Chief John Crelly to Mark Grimes, Director of Community Development dated Octaber 4, 2013, shall become part of this approval. 3. The recommendations and requirements outtined in the memo from City Engineer Jeff Oliver to Mark Grimes, Director of Community Development, dated October 9, 2013, shall become a part of this approval. 4. All signs on the property shall meet the requirements of the City's Sign Code. 5. This approval is subject to all other state, federal, and local ordinances, regulations, or laws with authority over this development. Attachments Location Map (1 page) Memo from Deputy Fire Chief John Crelly to Mark Grimes, Director of Community Develapment dated October 4, 2013 (3 pages) Memo from Public Works Department dated October 9, 2013 (6 pages) Site Plans (51 pages) a� � � �W.� 3; � , � � �- �; �R �"" �=� ��—� �" ,�ry, � � t��ic��°-,y_�t �_ � ,� �..----�"�' � :;� �� * « � --�° wR .,,� ..a ; � �� r � . � �� ;F � �� Subject Properties � _ �� '� � �� _ .�� —.--�—�. � �� '� . � `��-�,.� � � ,_.�, --�..,..,__.,�.,, ---.--�.°,. 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The concept of combining multiple lots into one lot lends itself to long-term strategic planning. The following comments reflect concerns that need to be address from a perspective of a campus of buildings. The Fire Department will need to review and approve the following: Fire Protection Water (Fire Sprinklers/ Fire Hydrants/Standpipes) 1) Existing Building (701 Lilac Dr.); The water supply for the fire sprinkler systems and private fire hydrants should be evaluated by a fire protectian engineer. Serious cansideration should be given to looping the fire protection water system either out to Zane Avenue or possibly to Olson Memorial Highway. (2 City water connections/sectional valves to isolate problems/possibly a second fire department connection) City records show that there is a 10 inch water connection to the City's water system on the east side of the property at Lilac Drive. This 10 inch line converts to a private 10 inch main at a valve pit. At this valve pit there is a single 2 %" siamese fire department hose connection for fire department use (boost pressure/flow). The 10 inch pipe extending to the west from the valve pit feeds multiple fire sprinkler risers, several wall hydrants (north and south sides of the building) and several private fire hydrants along the south side of the building. Whether or not the "One Campus" concept develops, the following concerns currently need to be addressed: a. The fire hydrants only have twa 2 %z" hose connection and NO steamer connection. This type of fire hydrant severely restricts the fire departments ability to access an adequate supply of water for hose operations. These fire hydrants should be changed out to a fire hydrant that meets City specifications which includes a large hose connection. b. The 10 inch private main is configured as a dead-end main. It appears that it dead-ends on the south side of the building towards the west end. This water main canfiguration raises several concerns including limited water flow capacity, a break anywhere along the 10 inch main will result in a complete loss of the entire fire sprinkler system, the fire department losing its ability to support the fire protection systems, and a loss of ALL on site private fire hydrants and wall hydrants. c. Due to the geographic locations of City fire hydrants on public street, the fire department will most likely use private fire hydrants to support fire suppression operations. In order to do this a single 2 % inch Siamese connection is probably not capable of being supported to capacity equal to that of the fire sprinkler system demand plus the flow from fire department hoses being used by the fire engine off of the private fire hydrant/main. 2) Proposed new building/ 5612 Olson Memorial Highway; a. Based on Minnesota State Fire Code Appendix B and C this building will require a minimum of two fire hydrants. Currently there is one fire hydrant at the driveway entrance off of Olson Memorial Highway. Another fire hydrant needs to be added near the building to meet the average hydrant spacing of 425 feet (for this building) and will need to be located no more the 150 feet from the fire department connection for the fire sprinkler system b. A post indicator valve (PIV) will be required for any fire suppression system that is installed in any building. The installation and location of the PIV will be determined by the fire code offieial. c. Consideration should be given to looping this water line or possibly being fed from the existing private main. (see item 1 above) d. Standpipes will be require in the stairways for the new building Site Access to the Campus 3) Access to the existing building at 701 Lilac Drive does not appear to have changed with this proposaL a. There still is very limited access on the north and east sides of the building. These access conditions have been there since the building was built. b. A complete review of the employee parking area shall be conducted. Currently the parking aisles run perpendicular to the building and begin/end very near to the exterior wall of the building. This configuration presents access issues for responding fire trucks: i. Very limited access to the exterior doors and walls of the building along the western half of the building. The current access road runs along the south side of the parking lot for the western half of the building which is over 200 feet from the building. The access road then jogs up ta the front of the building and runs along the side of the building for the eastern half. ii. Limit access to the private fire hydrants located along the south side of the building due to the current vehicle parking arrangements. iii. The drive aisles for parking off of the access road are over 200 feet long. The fire code will allow 150 feet dead ends. Dead ends over 150 feet shall be provided with an approved turn around for fire trucks. 4) Access to the new building/5612 Olson Memorial Highway building does have some access issues that need to be resolved. a. An access road shall be provided within 150 feet of all portions af the exterior wall of the first story of the building as measured by an approved route around the exterior of the building. Unobstructed vertical clearance of 13 feet 6 inches shall be maintained above all fire department access way. i. Access to west side of this building is good ii. On the east side of the new building/5612 Olson Memorial Hwy access is reasonable and there appears to be an adequate turn around for fire trucks iii. On the north side of the new building there is a 250' long dead-end without an approved fire department turn around. This needs to be addressed. iv. On the north side of the new building the second drive aisle is not a dead-end path however on the east end the parking islands/turns do not provide the proper turn radiuses to allow a truck through there. The turning radius of the fire department apparatus access road shall be an inside turning radius of 20 feet and an outside turning radius of 40 feet. b. If either item 4.a.iii or item 4.a.iv could be resolved this would this would satisfy the requirement to provide fire department access to within 150 feet of all partions af the exterior wall of the first story of the building. 5) Road Access. A review of the "One Campus" site to determine where fire lanes need to be established shall be conducted and identified fire lanes shall be properly identified with approved signage. If you have any questions, please contact me at 763-593-8065 or by e-mail, [crelly@�oldenvallevmn.�ov cityo�f " dZG��Yt 1111E � ORAMDUM � . �C� �� Publlc Works Department 763-593-8030/763-593-3988(fax) , uo� � ,,�. �_ � � �.: °, .,.��r..� x�`..< t:€'� �� .. �.., . ;%��'r�5�� Date: October 9, 2013 To: Mark Grimes, Community Development Director Joe Hogeboom, City Planner From: Jeff Oliver, PE, City Engineer Joe Fox, EIT, Water Resoure s Engineer Eric Eckman, Public Works Specialist Subject: Preliminary PUD Review—Tennant Company ��°. .:; �� x. ��:� �.:�._; � r. .. ��r, ��" . `� �� :�.�,?€�.�,.,,,n��. n 7�, m .�.�,,,N.,4 . �,�a,�� "�, �� "" �. Public Works staff has reviewed the preliminary plans submitted by Tennant Company for a Planned Unit Development (PUD) located north of Trunk Highway 55, west of Trunk Highway 100, and east of Zane Avenue North. The proposed PUD consolidates ten parcels currently owned by Tennant into a single, corporate campus property. While the proposed PUD includes a future office building expansion and new parking lots,there are no immediate plans to construct these facilities. The primary intent of the proposed PUD is to allow Tennant to construct improvements across existing property lines to facilitate near-term use of the site as a single campus. Tennant's long-term plans for the PUD include a 45,000 square foot office building and a new parking lot with 178 stalls, within this new "One Campus" vision. This memorandum discusses issues identified during Public Works' review that must be addressed prior to the final PUD. The review is based on the plans submitted to the City on September 13, 2013. Preliminarv Plat: Zane Avenue, which borders the proposed PUD on the west, is classified as a collector street in the Comprehensive Transportation Plan, and is currently located within a 25-foot wide Roadway and Utility Easement. There is a similar 25-foot wide easement on the western half of Zane Avenue, with a total easement of 50 feet. As outlined in the Subdivision Ordinance, collector streets require a minimum right-of-way width of 70 feet. Therefore,the existing 25-foot wide easement must be vacated and a 35-foot wide street right-of-way must be dedicated on the final plat. G:\Developments-Private\Tennant\PrelimPUD Review 100913.docx Tennant has included an exhibit titled "PUD Properties" as part of its PUD submittal. The parcels identified on this exhibit include Parcel 6, a 60-foot wide parcel that is entirely covered by easements that run in favor of the City, including a Sanitary Sewer Easement, a Drainage and Utility Easement and a Right-of-Way Easement. The Right-of-Way Easement includes the provision that, if the City discontinues its use of the parcel for street right-of-way purposes, the use and occupancy of the property will revert to Tennant, which dedicated the easements to the City. Because there are still two privately-owned homes on the portion of Olson Memorial Highway within Parcel 6,the use of the property as right-of-way must continue and the property should be excluded from the final plat with the easements also remaining in place. Shauld Tennant purchase the two homes on this street in the future, the street and the parcels can be incorporated into the PUD and the easements can be vacated at the time of platting. There are existing Sanitary Sewer Easements across the southern portions of Parcels 9, 10, and 11, as identified on the "PUD Properties" exhibit.These easements run in favor of Metropolitan Council Environmental Services (MCES), which owns and operates two sanitary sewer forcemains within the right-of-way for Olson Memorial Highway frontage road. The PUD must be reviewed by the MCES for potential impacts to its facilities and easements. There are also permanent Wall Maintenance Easements on the eastern property line of the Tennant property that run in favor of the Minnesota Department of Transportation. The PUD Plans must be reviewed by MnDOT for potential impacts to the retaining walls, the need for additional right-of-way, and impacts to easements. The final plat must include Drainage and Utility Easements that are consistent with City Code on all property lines within the PUD. Site Plan: As discussed earlier in this review, the proposed PUD includes a long-term build-out of the site for the expansion of Tennant's corporate headquarters. These long-term plans include construction of a three-story, 45,000 square foot office building that will be connected to the existing building at 5612 Olson Memorial Highway. The plans also include sidewalk connections to existing Tennant buildings and a new bituminous parking lot. The primary accesses to the Tennant site include a driveway into the existing offices and production facilities from Lilac Drive on the east side of the site, and from Zane Avenue on the west. There are individual driveway access points for the properties located at 5612 and 5738 Olson Memorial Highway. The proposed long-range plan for the site includes maintaining the Lilac Drive and Zane Avenue access points, as well as retaining the driveways to the separate buildings at 5612 and 5738 Olson Memorial Highway. The introduction of two new driveway openings onto the Olson Memorial frontage road, in close proximity to the existing driveways, increases the number of conflict points for turning vehicles, which greatly increases the potential for motor vehicle crashes. G:\Developments-Private\Tennant\PrelimPUD Review 100913.docx Therefore,Tennant's engineer should review the proposed driveway locations and the possibility of providing connections to adjacent parking lots within the Tennant property, in order to reduce the number of driveways onto the frontage road. Traffic Impacts: In 2010,Tennant prepared a traffic study based on a Campus Development Plan that included two additions with a total of approximately 237,200 square feet of office space onsite. This study determined that, after build-out, a total of 250 trips in the morning and evening peak hours would be generated. Furthermore,the study examined three primary intersections that these trips would be routed through: Douglas Drive and the Olson Memorial frontage road; Lilac Drive and Duluth Street; and Golden Valley Road and Zane Avenue. Based upon this analysis, it was determined that adequate capacity existed in these intersections and that there would not be a decrease in the level of service at any of these locations. This study analyzed the existing intersections without consideration of the upgrades included with the Douglas Drive reconstruction project. The total office space considered in the Tennant study was approximately 192,200 square feet larger than the current proposal. Based upon the Tennant study, and the traffic analysis performed as part of the preliminary design for pouglas Drive, it is staff's opinion that the traffic generated by the present PUD proposal will not have a negative impact on these intersections, or the intersection of Douglas Drive and Golden Valley Road. Utilitv Plan: The existing Tennant buildings within the proposed PUD are currently served with City sanitary sewer and water and there is adequate capacity within these City systems to provide service to the future office building. There is an existing water line extending into the Tennant property from Lilac Drive that provides fire protection and potable water to the property. This watermain is owned and maintained by Tennant. In order to ensure adequate supply for fire suppression, this watermain should be extended to connect to the existing City watermain within the north/south portion of the Olson Memorial frontage road, as the site develops. Determination of ownership and maintenance responsibilities for the Olson Memorial portion of the watermain wifl be discussed with Tennant, at the time this loop extension is installed. In order to ensure that adequate domestic end fire suppression water service can continue to be provided to the Tennant property, a Utility Maintenance Agreement will be required as part of this PUD. The buildings within the proposed PUD are subject to the City's Inflow and Infiltration Ordinance. The building at 5612 Olson Memorial Highway has been issued a Certificate of Compliance. The remaining buildings are not compliant and had inspections performed in 2006 that are no longer valid. Therefore,Tennant must schedule appointments to have the non-compliant buildings inspected as soon as possible. Following completion of the required inspections Tennant must enter into an escrow agreement for any required repairs prior to final PUD submittal. G:\Developments-Private\Tennant\PrelimPUD Review 100913.docx Stormwater Mana�ement: The proposed PUD is located within the Sweeney Lake sub-district of the Bassett Creek watershed and is therefore subject to the review and comment of the Bassett Creek Watershed Management Commission (BCWMC)for its water quality and rate control requirements. Because Sweeney Lake is listed as an impaired water by the Minnesota Pollution Control Agency(MPCA), the plans will also be reviewed for compliance with the adopted Total Maximum Daily Load (TMDL) Implementation Plan for the lake. As Tennant has acquired properties that are included in the proposed PUD, they have been making improvements to these properties that have included land-disturbing activities. As stand- alone projects these improvements have not required compliance with the BCWMC water quality policy. However, when considered as cumulative campus improvements, these projects have increased the total impervious surface on the campus by approximately 1,840 square feet. In addition,the total land disturbance over the campus is in excess of one acre, which is enough to trigger water quality improvements. In order to address the water quality issues in Sweeney Lake and the Bassett Creek watershed, Tennant has agreed to work with the City and the BCWMC to incorporate water quality improve- ments into future, small-scale improvements on site. In addition,the water quality improvements shown in the PUD Plans will be implemented as redevelopment occurs on site, with the overall goal of providing water quality treatment for the entire corporate campus as expansion occurs. The improvements included in the PUD will be required to comply with the BCWMC, City, and other applicable water quality standards in effect at the time of implementation. Because there will likely be a delay between approval of this proposed PUD and the actual construction of the long-range improvements on site,the PUD will not be submitted to the BCWMC for review at this time. However, approval of the campus-wide plan will be required at the time the office building, parking lot, or any other improvements are undertaken that disturb one-half acre or more of land, or adds more than 10,000 square feet of impervious surface, and submittal of the Stormwater Management Plans to the BCWMC will also be required. Implementation of the water quality and rate control requirements will be required,following BCWMC review. Tennant's preliminary, long-range plans call for underground stormwater storage with sand filtration in three areas of the campus, as well as one proposed pond. These Best Management Practices (BMPs) will provide nutrient and sediment removal for the parking lots, driveways, and roof areas. The entire stormwater management system within the PUD will be owned and maintained by Tennant and Stormwater Maintenance Agreements will be required at the time of implementation ofthe BMPs. Because the site being developed is larger than one acre,the Developer's contractor must obtain an MPCA Construction Site Permit. A copy of this permit must be submitted to the Public Works Department after it is obtained. The MPCA adopted new standards for this permit on August 1, 2013, that includes volume control. Therefore,the plans must be modified to comply with this standard or the MPCA standards that are in effect, at the time of site improvements, as discussed above. G:\Developments-Private\Tennant\PrelimPUD Review 100913.docx The outlet from Filtration Area 3 (at the southern edge of the project)flows into MnDOT storm sewer along the Olson Memorial Frontage road. Therefore,the plans will need to be forwarded to MnDOT for its review, comment, and permitting. If a MnDOT permit is required, a copy of the permit (once obtained) must be provided to the Public Works Department for its files. This PUD is also subject to the City's Stormwater Management Ordinance. City approval of the Stormwater Management Plans must be completed, prior to forwarding the plans to the BCWMC for its review. Additionally, approval by the BCWMC will be required, prior to issuance of a Storm- water Management Permit by the City. The Developer will be required to enter into a Maintenance Agreement with the City for the proposed underground storage and filtration system and any other stormwater infrastructure. Tree Preservation and Landscape Plan: The proposed PUD is subject to the City's Tree Preservation Ordinance and Tree Preservation Permits will be required as development occurs. The plans submitted for review include a Tree Inventory and Landscaping Plan. However, an inventory for the entire site must be submitted, including a tabular inventory with identification numbers,tree species, and size. Based upon the ordinance, the determination of tree replacement and/or mitigation will be determined at the time of final PUD review, based upon the inventory of the entire campus. Summarv and Recommendations: Public Works staff recommends approval of the preliminary plans for Tennant Company Planned Unit Development, subject to the comments contained in this review, which are summarized here: 1. Dedication of additional right-of-way for Zane Avenue, as discussed in this review. 2. Extension of watermain to connect to the existing watermain in the north/south portion of the Olson Memorial frontage road, as discussed within this review. 3. Consolidation of existing and proposed driveways onto the Olson Memorial frontage road, as discussed within this memo. 4. All existing and proposed buildings within the PUD become compliant with the City's Inflow and Infiltration Ordinance. 5. Tennant must agree to implement stormwater Best Management Practices with small- scale, earth-disturbing activities onsite, prior to the full redevelopment of the PUD. 6. Tennant must provide water quality Best Management Practices for the entire campus, based upon standards in place at the time of development, as implementation of the PUD occurs. 7. Tennant must enter into Utility and Stormwater Facility Maintenance Agreements, as discussed in this review. 8. The plans are subject to the review and comments of the Minnesota Department of Transportation, Minnesota Pollution Control Agency, and the Bassett Creek Watershed Management Commission. G:\Developments-Private\Tennant\PrelimPUD Review 100913.docx . � 9. Subject to compliance with the City's Stormwater Management, Right-of-Way Management, and Tree Preservation Ordinance. 10. Subject to the review and comments of the City Attorney, City Planner, Deputy Fire Marshal, and other City staff. Please feel free to contact the Public Works Department if you have questions regarding this memorandum. C: Tom Burt, City Manager Jeannine Clancy, Director of Public Works Bert Tracy, Public Works Maintenance Manager Joe Hogeboom, City Planner John Crelly, Deputy Fire Marshal Gary Johnson, Building Official Eric Eckman, Pubic Works Specialist Mitch Hoeft, Utility Engineer Joe Fox, Water Resources Engineer G:\Developments-Private\Tennant\PrelimPUD Review 100913.docx � � � � � � � � City of Golden Valley Application for Consideration � of Planned Unit Development Ordinance � Submittal Date: September 13, 2013 � Preliminary Design Plan and Supplemental Information � Forthe Tennant Company Campus PUD � Owner: Tennant Company � • Submittal Includes the Followin� • 1. Submittal Information: 8.5" x 11" a. Cover Sheet ! b. PUD Proposal Narrative S c. Preliminary Building Code Study d. Storm Water Management Model � 2. Preliminary Plan Renderings � a. Site Concept • b. Architectural Renderings � 3. Preliminary Plan Set , a. Cover Sheet G 0.0 b. PUD Properties G1A � c. Survey 1 of 4 ` d. Survey 2 of 4 e. Survey 3 of 4 � f. Survey 4 of 4 g. Site Plan L1A � h. Layout Plan L2.0 � i. Tree Preservation/Replacement Plan L3.0 j. Planting Plan L4.0 � k. Grading Plan C2.1 • I. Utility Plan C3.1 m. Standard Details C5.1 � n. Standard Details C5.2 o. Architectural Elevations A1.0 � p. Electrical Site Plan E1A � � � f � � � • Tennant Company � Narrative supporting an application for Planned Unit Development � Submitted to the City of Golden Valley � 13 September 2013 � � Overview � By submitting an application for Planned Unit Development to the City of Golden Valley,Tennant Company intends to reinforce its presence in the community for the long term. It's"One Campus" • vision aims to incrementally coalesce dispersed headquarters activities in a single Iocation, creating efficiencies and more effective working relationships among the company's various corporate units. � The plans submitted as a part of this application are not set to a specific development schedule. Rather, � the plans demonstrate an incremental step toward he "One Campus"vision with the creation of a 45,000 square foot office building and supporting infrastructure.The new building would house new , office space, complementing the existing manufacturing and office facility(Plant One),the Solutions Center,Service/training Center, and the nearby Innovations Center(located at 815 Zane Avenue). eWhile a significant piece of Tennant's proposed improvements include the eventual creation of the new • office facility, key elements of this proposal consider supporting functions of parking and stormwater management,an enhanced landscape, and internal connections facilitating employee movement. S The proposed PUD is accomplished on lands owned byTennant Company. No acquisitions are required • to implement any aspect of this proposal and no properties would be sold or otherwise reteased by the company as a part of this proposal.As the company's contiguous holdings are combined, opportunities � for efficiency in site development and function are created and patterns that perpetuate Tennant's presence on the site are affirmed. � The proposed PUD aligns with the city's plans for the general area.Tennant Company occupies a prime � corporate site benefitting from access from two major arterials and a location proximate to the region's major city.An expansion of the current use resonates with the city's goal of protecting its existing job ` base and its policy of assisting major employers, like Tennant,to expand in the community. Importantly, • this expansion can be accommodated without intrusion upon the community's residential uses. � Building � Tennant's primary goal in establishing a "One Campus"vision is the integration of several corporate , units onto a single site.A new building planned with an understanding of the company's projected growth will result in 45,000 square feet of new corporate headquarters use. Flexibility to respond to � conditions that remain variable in a competitive marketplace is an important feature of this proposal. The plans demonstrate the building improvements at three stories and 45,000 square feet.The massing � of the building, as reflected in both height and footprint, can be reasonably accommodated on the site • and provide efficiencies in a layout based on the company's internal organization strategies. At three stories, the building exceeds the city's ordinance limitations for height; if, at the time the building is � implemented,the company recognized the need to create four stories,the same limitation would apply. � � � � Tennant Company . Narrative supporting an application for Planned Unit Development Submitted to the City of Golden Valley . 13 September 2013 Page 2 i As a part of its request for approval of a PUD,Tennant desires the city to establish the height limitations � at four stories or height in feet to be determined. Importantly, there are no nearby uses that would be overwhelmed or overshadowed by a building of � this height. Few residential structures exist in the immediate vicinity of the proposed building and major . transportation corridors provide significant separation from more dense residential uses. Additionally, the building design and location within the site will help promote the health, safety and � general welfare of the users by encouraging mobility for employees through its the system of exterior , walkways and connecting buildings.The location of the building within the site also works with the existing slopes,serving as a retaining wall and enabling employees and visitors to enter the building � through two main entrances—one at the level of the south parking lot and service center, and one at . the level of the north parking lot and manufacturing facility. � While the company has long occupied structures of a utilitarian nature and aggregated additional structures of a similar character as a part of their campus,this building establishes a signature for � Tennant Company and clearly becomes the centerpiece of the campus.The building brings together a functions aligned with corporate needs, a position on the site that establishes it as the hub of campus activities, and aesthetics that reflect corporate identity. • The material palette of pre-finished insulated metal panels, prefinished aluminum window wall systems, , and stone veneers balances energy efficiency with the programmatic requirements of an office building as well as indoor environmental quality benefits such as daylighting.This material palette also creates a . strong aesthetic identity to showcase the campus both to visitors and travelers on Highway 100 and . Olson Memorial Highway. � Traffic studies conducted in 2009 explored the impacts of much more significant development on the . Tennant Campus and found that no undue burden would result on the city's streets.Those studies recognized the city's planned evolution of uses along the Douglas Drive corridor as well as typical i background growth in traffic. � Parking � While Tennant understands parking formulas required by city ordinances, it prefers to pursue parking � that more directly meets demand without over-building parking and creating unneeded hard surfaces. The company has projected employee populations over the next 10 years and has determined a need � for 746 stalls assuming the development of the 45,000 sq ft office facility.This numbers of stalls is . derived according to the following: Employees present during the largest shift 673 spaces � P/us 100% parking spaces required for shift turnover +95 spaces � P/us"proof-of-parking" from Innovations Center +36 spaces i Less alternative transportation users (3%) - 19 spaces . � � � . Tennant Company Narrative supporting an application for Planned Unit Development • Submitted to the City of Golden Valley 13 September 2013 Page 3 i Total employee population calculated demand 785 spaces � With confidence in this calculation and recognizing that it controls its employee population,Tennant * proposes to use a "proof-of-parking" solution that • • allows for a well-considered number of parking spaces to be created to satisfy known parking demand; � • minimizes site disruption and the creation of potentially unused parking spaces and expanses of • pavement and associated stormwater facilities; and establishes a method for creating additional parking on the campus should it become evident ! that the proposed parking supply fails to meet demand. • Parking to meet the "proof-of-parking" uses the city's standards for parking based on the uses present on the site.The total ordinance-based required parking quantity of 926 spaces is based on: � 208,304 square feet of manufacturing use at x spaces per 1,000 square feet 416 spaces • 68,046 square feet of warehouse use at x spaces per 3,000 square feet 22 spaces � 112,369 square feet of office use at 1 spaces per 250 square feet 449 spaces • Proof of Parking from 815 Zane 36 spaces I, Total ordinance-based parking required 923 spaces # The proof-of-parking solution requires that the difference of 138 spaces (923 spaces resulting from . the ordinance requirements less the parking provided based on an employee population calculation- 785) be established as a part of the PUD. � � Stormwater � As the site evolved from its original condition, improvements were made without consideration of � stormwater management. In fact, most of the requirements for accommodating stormwater did not exist when the majority of the existing improvements were created.Still,Tennant understands that • today's requirements are far more stringent that those of the past and recognizes that runoff from this site is tributary to Sweeney Lake,which was classified as an impaired water by the Minnesota Pollution . Control Agency in 2011. It is Tennant's intention to meet all requirements of the new development relative to stormwater management and,to the extent reasonable, accommodate additional � stormwater runoff from past improvements. • The patterns of the site and existing development do not lend themselves to an easily implemented solution.There are not large, open, low areas of the site where stormwater could be ready captured, � retained, and treated.Tennant proposes a solution using the same technology applied when it improved � the parking and drive areas at its Innovation Center. Large below-grade pipe galleries and sand filters will collect runoff, affording opportunities for enhancing runoff water quality and discharge rates. • Tennant, to the extent possible, will implement best management practices that not only meet the management requirements but, also serve as a community steward by showing use of pervious � pavement, rain gardens, and other BMP's that can serve as an example to the larger community. � i � � Tennant Company . Narrative supporting an application for Planned Unit Development Submitted to the City of Golden Valley . 13 September 2013 Page 4 i Landscape � The landscape of the site varies considerably,with a groomed landscape around existing buildings and more wild areas occupying unused portions of the site.The proposed improvements will extend the � qualities of a more designed landscape to areas around the new building.The more tended nature of , this landscape offers a stronger reflection of Tennant's activities, but those improvements more directly consider long term sustainability and create spaces that engage the company's employees and visitors. . While features of the existing landscape will be disturbed in areas near the new building and parking . area, a new landscape will be established that resonates with notions of a new suburban corporate environment,where visibility, sustainability, longevity, and safety are critical features. By continuing , strategies shown in the 815 Zane site renovation,the use of native prairie plantings serves as habitat and stormwater management. Placement of the new building and parking reflects logic in site planning • that also results in zones of a more wild landscape at the west end of the site that are protected from development. � Internal connections • On a more basic level,this application is the first step in creating more deliberate internal connections . among the existing uses on the Tennant Campus. Current operations require some employees to move between various buildings, most often using their personal vehicles. Current city ordinances prohibit . these connections.With a PUD that results in a single lot, connections like the existing link between Plant One and the Innovations Center can be legally created to facilitate internal employee trips, largely , eliminating the frequent or occasional trips employees make between buildings on the Tennant Campus. In the short term new campus connectors are planned to provide safe walkways and stairs between � campus facilities, a significant safety and employee health improvement. ' D:�LHB�Tennant�Tennani,PUD narrative,20130913.docx • . � • • . . . � . � � . � � 701 Washington Ave,Ste 200 � , Minneapolis,Minnesota 55401 � 612 338-2029 � Fax 612 338-2088 www.LHBcorp.com � � � INITIAL BUILDING CODE STUDY � DATE: August 2013 � FROM: Sara G. Phillips, AIA � � RE: Tennant Corporation—PUD Submittal LHB Project Number: 130125.00 i For the PUD process, LHB analyzed the proposed office structure for general � conformance with the 2006 International Building Code. Further investigation will need . to occur during future design work, related to the specific scope of the proposed project(s). This includes confirming of the construction type of the existing building located at 5612 Olson Memorial Highway, referred to below as"Services Center". S � � The following information is based on examination of available information at the time of this review: � . 1. Services Center: a. Original Date of Construction: 1961 . b. Single level building with brick exterior on original structure. A later addition appears to be concrete block or precast concrete. Material of � back-up walls is unknown. Based on the age of the building, it is assumed back-up walls consist of concrete masonry units. � c. Roof structure is unknown. Based on the age of construction and building • size, metal bar joists are assumed. d. Interior wall construction is unknown. Based on the age of construction, it ,+ is assumed that some of the interior partitions may consist of wood stud framing. � e. Based on the above assumptions, it is assumed that the construction type per IBC 2006 is Type III-B. � . 2. New Construction a. Based on the PUD site plan, it appears that a connecting link and 3 story . addition is proposed with more than 30' of frontage on all sides of the building. � b. It is assumed that construction type would be either a II-B or III-B. i. II-B would require a fire wall between the existing building as the � Service Center is assumed to be Type III-B construction. • ii. III-B would allow for a non-separated building for the purposes of Construction Type. Note that fire separations for other purposes, ! such as occupancy types, may be required. 3. Type of Construction and approximate areas of each portion of the proposed � building based on the site plan generated for the PUD process. � Duluth,MN Minneapolis,MN � RE: Tennant Corp . September 2013 Page 2 � Table 1: Buildin Information � Construction Basement First Second Third Total Area by � Type (GSF) Floor Floor Floor Section(w/o GSF GSF) (GSF basements) � Services III-B Unknown 20,864 NA NA 20,864 Center (Assumed � Connecting Unknown 2,100 2,100 2,100 NA 4,200 . Link New Office Unknown 15,000 15,000 15,000 15,000 45,000 � Total er Sto 17,100 37,964 17,100 15,000 � 4. Proposed Occupancy Type: Business Group B (office,professional or service- , type transitions) 5. Allowable Height and Building Areas: From Table 503,the base allowable heights � and areas are as follows: � a. From Table 503,the base allowable heights and areas are as follows: i. Group B, Construction Type III-B: 55 feet in height, 4 stories � above the grade plane and 19,000 GSF per story . ii. Group B, Construction Type II-B: 55 feet in height, 4 stories above the grade plane and 23,000 GSF per story � b. Assuming code-compliant automatic fire protection sprinklers are provided in new construction and existing structures, height and story increases are � allowed per Section 504.2 i. Height increase: 20 feet � � ii. Story increase: 1 story � � c. Area Modifications: Per Section 506, area modifications are allowed based on frontage and the presence of automatic fire protection sprinklers . i. Presence of fire protection sprinklers: L IS=2 for buildings with more than one story above the � grade plane . 2. IS= 3 for buildings with no more than one story above the grade plane. � ii. Frontage increase 1. F = 1,205 feet . 2. P = 1,205feet 3. W= 30 feet � 4. If= [FiP-0.25]W/30 If= [1,205/1,205-0.25]30/30 ` If= .75 � iii. Total allowable area per story 1. Type III-B Construction . a.. Aa= {At x [At x I f] + [At x IS]} b. Aa= {19,000 + [19,000 x .75] + [19,000 x 2]} . c. Aa= 71,250 sf . d. Note: This allowable area per story is greater than the total actual areas per story for the areas noted in . Duluth,MN Minneapolis,MN . i ! RE: Tennant Corp September 2013 ` Page 3 � Table 1. Therefore, areas of new construction could � be Type III-B, and fire walls to limit the area per story would not be required. � d. Maximum Building Area i. Type III-B Construction: � 1. Total building area equals Aa x 3 as three or more stories are above the grade plane. Therefore, total allowable � building area is 213,750. Note that the position of the grade • plane will need to be confirmed once development progresses. S 2. Note: This maximum allowable building area is greater than the total building area noted in Table 1. Therefore, fire � walls are not required to decrease the total building area. i � c: LHB File No.: 130125-F403 � M:\13Proj\130125\400 Design\403 Regulatory\Code\I30125M0090913 Tennant Code Study.doc • � • � � � � � � � � � . • � • • Duluth,MN Minneapolis,MN � � � Proposed Conditions 3 Story � 130125 Proposed Type ll 24-hr 2-Year Rainfall=2.75" Prepared by LHB Inc. Printed 7/29/2013 ` HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Paae 1 � Summary for Subcatchment 1 S: Proposed North 1 � Runoff = 7.27 cfs @ 11.98 hrs, Volume= 0.360 af, Depth= 1.76" � Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs � Type II 24-hr 2-Year Rainfall=2.75" � Area (sf) CN Description 73,024 98 Water Surface, HSG C � 34,168 74 >75% Grass cover, Good, HSG C 107,192 90 Weighted Average � 34,168 31.88% Pervious Area 73,024 68.12% Impervious Area � Tc Length Slope Velocity Capacity Description � _.�min) (feet) (fUft) (fUsec) (cfs) 7.0 Direct Entry, � � Subcatchment 1 S: Proposed North 1 Hydrograph � 8 ❑ Runoff • 7.27 cfs � Type II 24-hr � 2-Year Rainfall-2.75" • 6 Runoff Area-107,192 sf � y 5 Runoff Volume-0.360 af � Runoff Depth-1.76" � � 4 LL � � � � � � Tc-7.0 min �----�--�--�-1--� � � � � � • 3 '� '� �� CN=90 + 2 � 1 � 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 • Time (hours) • i • • • • , � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 2-Year Rainfall=2.75" � Prepared by LHB Inc. Printed 7/29/2013 i HydroCAD�N 10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Paqe 2 Summary for Subcatchment 2S: Proposed North 2 � Runoff = 3.66 cfs @ 11.98 hrs, Volume= 0.176 af, Depth= 1.60" • Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs • Type II 24-hr 2-Year Rainfall=2.75" i Area (sf) CN Description � 24,517 74 >75%Grass cover, Good, HSG C 33,149 98 Paved parking, HSG C ! 57,666 88 Weighted Average ` 24,517 42.52% Pervious Area 33,149 57.48% Impervious Area • Tc Length Slope Velocity Capacity Description (min) (feet) (ftlft) (fUsec) (cfs) � 4.6 75 0.0300 0.27 Sheet Flow, Grass: Short n= 0.150 P2= 6.50" � 2.0 300 0.0200 2.44 Sheet Flow, Smooth surfaces n= 0.011 P2= 6.50" � 6.6 375 Total ! Subcatchment 2S: Proposed North 2 • Hydrograph 4 ❑Runoff • 3.66 cfs � Type II 24-hr 2-Year Rainfall-2.75" * 3 Runoff Area-57,666 sf r Runoff Volume-0.176 af � U Runoff Depth=1.60" � LL 2 Flow Length-375' Tc-6.6 min • , CN-88 � � 0 • 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 � Time (hours) � • • ' � � Proposed Conditions 3 Story � 130125 Proposed Type ll 24-hr 2-Year Rainfall=2.75" Prepared by LHB Inc. Printed 7/29/2013 ` HydroCAD�10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Page 3 ! Summary for Subcatchment 3S: Proposed North 3 � Runoff = 2.09 cfs @ 11.98 hrs, Volume= 0.111 af, Depth= 2.31" � Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs � Type II 24-hr 2-Year Rainfall=2.75" � Area (sf) CN Description 23,031 98 Water Surface, HSG C � 2,234 74 >75%Grass cover, Good, HSG C 25,265 96 Weighted Average i 2,234 8.84% Pervious Area 23,031 91.16% Impervious Area � Tc Length Slope Velocity Capacity Description � �min) (feet) (ft/ft) (fUsec) (cfs) 7.0 Direct Entry, r ' Subcatchment 3S: Proposed North 3 Hydrograph � ❑ Runoff • 2.09 cfs 2 Type II 24-hr • 2-Year Rainfall=2.75" ! Runoff Area-25,265 sf # y Runoff Volume-0.111 af � Runoff Depth-2.31" 3 Tc-7.0 min 0 � , • CN-96 i • • 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 • Time (hours) • � � � � s � � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 2-Year Rainfall=2.75" � Prepared by LHB Inc. Printed 7/29/2013 HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Page 4 � Summary for Subcatchment 4S: Proposed South � Runoff = 5.09 cfs @ 11.98 hrs, Volume= 0.254 af, Depth= 1.84" • Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs • Type II 24-hr 2-Year Rainfall=2.75" ! Area (sf) CN Description a 22,048 74 >75%Grass cover, Good, HSG C 50,187 98 Paved parking, HSG C � 72,235 91 Weighted Average • 22,048 30.52% Pervious Area 50,187 69.48% Impervious Area � Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) � 7.0 Direct Entry, ` Subcatchment 4S: Proposed South ` Hydrograph ❑ Runoff � 5.09 cfs • 5 Type II 24-hr 2-Year Rainfall-2.75" • 4 Runoff Area-72,235 sf � Runoff Volume-0.254 af + � 3 Runoff Depth_1 .84" o � LL � � Tc=7.0 min 2 _ CN-91 • � � � � - - �-- i 1 � � � I �� . 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) • • . � • . • � � Proposed Conditions 3 Story � 130125 Proposed Type ll 24-hr 2-Year Rainfa11=2.75" Prepared by LHB Inc. Printed 7/29/2013 � HydroCADC�10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Page 5 � Summary for Subcatchment 10S: Roof � Runoff = 1.34 cfs @ 12.01 hrs, Volume= 0.083 af, Depth= 2.52" � Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs , Type II 24-hr 2-Year Rainfall=2.75" � Area (sf) CN Description 17,117 98 Unconnected roofs, HSG C � 17,117 100.00% Impervious Area 17,117 100.00% Unconnected � Tc Length Slope Velocity Capacity Description � (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, � • Subcatchment 10S: Roof Hydrograph • ❑ Runoff � 1.34 cfs Type II 24-hr • 2-Year Rainfall=2.75" � Runoff Area-17,117 sf , � y Runoff Volume-0.083 af � Runoff Depth-2.52" � LL Tc-10.0 min � CN-98 M � � 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 • Time (hours) • • • � • � • � � Proposed Conditions 3 Story 130125 Proposed Type 1124-hr 2-Year Rainfall=2.75" r Prepared by LHB Inc. Printed 7/29/2013 • HydroCADC�10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Paqe 6 Summary for Pond 5P: Filtration Section 1 � Inflow Area= 2.461 ac, 68.12% Impervious, Inflow Depth = 1.76" for 2-Year event � Inflow = 7.27 cfs @ 11.98 hrs, Volume= 0.360 af � Outflow = 5.13 cfs @ 12.05 hrs, Volume= 0.322 af, Atten= 29%, Lag= 3.9 min Primary = 5.13 cfs Qa 12.05 hrs, Volume= 0.322 af ! Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs � Peak Elev= 877.83' � 12.05 hrs Surf.Area= 0.068 ac Storage= 0.082 af Plug-Flow detention time= 83.7 min calculated for 0.322 af (89%of inflow) , Center-of-Mass det. time= 30.2 min ( 840.9 - 810.7 ) * Volume Invert Avail.Storage Storage Description # #1 A 875.00' 0.121 af 20.50'W x 144.84'L x 5.67'H Field A 0.386 af Overall - 0.085 af Embedded = 0.302 af x 40.0%Voids i #2A 877.67' 0.085 af StormTech SG740 x 80 Inside#1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L= 45.9 cf . Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap Row Lenqth Adjustment= +0.44' x 6.45 sf x 4 rows � 0.205 af Total Available Storage � Storage Group A created with Chamber Wizard � Device Routing Invert Outlet Devices #1 Primary 876.40' 6.0"Vert. Orifice/Grate X 5.00 C= 0.600 � #2 Primary 880.00' 12.0"Vert. Orifice/Grate X 3.00 C= 0.600 � Primary OutFlow Max=5.13 cfs @ 12.05 hrs HW=877.83' (Free Discharge) �1-0rifice/Grate (Orifice Controls 5.13 cfs @ 5.23 fps) '� 2-0rifice/Grate ( Controls 0.00 cfs) � � ` � � � � � � � � S � � Proposed Conditions 3 Story � 130125 Proposed Type ll 24-hr 2-Year Rainfall=2.75" Prepared by LHB Inc. Printed 7/29/2013 � HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Page 7 � Pond 5P: Filtration Section 1 - Chamber Wizard Field A � Chamber Model = StormTech SG740 • Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L=45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap � Row Length Adjustment= +0.44' x 6.45 sf x 4 rows � 51.0" Wide + 6.0" Spacing = 57.0" C-C Row Spacing � 20 Chambers/Row x 7.12' Long +0.44' Row Adjustment= 142.84' Row Length +12.0" End Stone x 2 = 144.84' Base Length � 4 Rows x 51.0" Wide + 6.0" Spacing x 3 + 12.0" Side Stone x 2 = 20.50' Base Width i 32.0" Base + 30.0" Chamber Height + 6.0" Cover= 5.67' Field Height . 80 Chambers x 45.9 cf +0.44' Row Adjustment x 6.45 sf x 4 Rows = 3,686.6 cf Chamber Storage • 16,825.6 cf Field - 3,686.6 cf Chambers = 13,139.0 cf Stone x 40.0%Voids = 5,255.6 cf Stone Storage + Stone + Chamber Storage = 8,942.2 cf= 0.205 af Overall Storage Efficiency= 53.1% � 80 Chambers � 623.2 cy Field • 486.6 cy Stone � � s • � • • r • � • • 0000 • • + � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 2-Year Rainfall=2.75" � Prepared by LHB Inc. Printed 7/29/2013 • HydroCAD�10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Page 8 Pond 5P: Filtration Section 1 i Hydrograph � � � � ■ Inflow , 8 , 7.27 Cfs �, �, �, ❑Primary , ' �' - '� -i Inflow Area_2.461 ac , � � � � � � , -, - � Peak Elev-877.83 � � � � � � � 6 ' ' ' Storage_0.082 af I � a • 5.13 cfs � v 5 , � 3 4 � 0 LL 3 . 2 _ _ - • 1 � i 0 _1 � 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) � � � • � • � � � � � � . • • • � � Proposed Conditions 3 Story �+ 130125 Proposed Type 1124-hr 2-Year Rainfall=2.75" Prepared by LHB Inc. Printed 7/29/2013 � HydroCAD�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Page 9 �' Summary for Pond 6P: Filtration Section 2 � Inflow Area= 1.324 ac, 57.48% Impervious, Inflow Depth = 1.60" for 2-Year event . Inflow = 3.66 cfs @ 11.98 hrs, Volume= 0.176 af Outflow = 2.90 cfs @ 12.03 hrs, Volume= 0.158 af, Atten= 21%, Lag= 3.1 min � Primary = 2.90 cfs @ 12.03 hrs, Volume= 0.158 af s Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs/2 Peak Elev= 877.70' @ 12.03 hrs Surf.Area= 0.032 ac Storage= 0.035 af � Plug-Flow detention time= 77.6 min calculated for 0.158 af (90%of inflow) � Center-of-Mass det. time= 26.1 min ( 845.0 - 818.9 ) � Volume Invert Avail.Storaqe Storaqe Description #1 A 875.00' 0.057 af 15.75'W x 87.88'L x 5.67'H Field A � 0.180 af Overall - 0.038 af Embedded = 0.142 af x 40.0% Voids #2A 877.67' 0.038 af StormTech SC-740 x 36 Inside#1 • Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L=45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap � Row Lenqth Adjustment= +0.44' x 6.45 sf x 3 rows 0.095 af Total Available Storage � Storage Group A created with Chamber Wizard • Device Routinq Invert Outlet Devices � #1 Primary 876.40' 6.0"Vert. Orifice/Grate X 3.00 C= 0.600 #2 Primary 880.00' 12.0"Vert. Orifice/Grate C= 0.600 � Primary OutFlow Max=2.90 cfs @ 12.03 hrs HW=877.70' (Free Discharge) � �1=0rifice/Grate (Orifice Controls 2.90 cfs @ 4.93 fps) 2-0rifice/Grate ( Controls 0.00 cfs) � � , � � � � � r � � � � � Proposed Conditions 3 Story 130125 Proposed Type 1124-hr 2-Year Rainfall=2.75" '� Prepared by LHB Inc. Printed 7/29/2013 � HydroCAD�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Paqe 10 Pond 6P: Filtration Section 2 - Chamber Wizard Field A � Chamber Model = StormTech SG740 • Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf � Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap Row Length Adjustment= +0.44' x 6.45 sf x 3 rows � 51.0" Wide + 6.0" Spacing = 57.0" C-C Row Spacing � 12 Chambers/Row x 7.12' Long +0.44' Row Adjustment= 85.88' Row Length +12.0" End Stone x 2 = 87.88' � Base Length • 3 Rows x 51.0" Wide + 6.0" Spacing x 2 + 12.0" Side Stone x 2 = 15.75' Base Width 32.0" Base + 30.0" Chamber Height + 6.0" Cover= 5.67' Field Height . 36 Chambers x 45.9 cf +0.44' Row Adjustment x 6.45 sf x 3 Rows = 1,662.3 cf Chamber Storage ` 7,843.1 cf Field - 1,662.3 cf Chambers = 6,180.8 cf Stone x 40.0%Voids = 2,472.3 cf Stone Storage � Stone + Chamber Storage= 4,134.7 cf = 0.095 af ` Overall Storage Efficiency= 52.7% � 36 Chambers 290.5 cy Field � 228.9 cy Stone • i � � • � • • • • i r 000 ! • s � � Proposed Conditions 3 Story � 130125 Proposed Type ll 24-hr 2-Year Rainfal1=2.75" Prepared by LHB Inc. Printed 7/29/2013 � HydroCADC�10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Page 11 � Pond 6P: Filtration Section 2 � Hydrograph . I ■Inflow 4 , , 3.66 Cfs ❑Primary � '��, ��, Inflow Area-1 .324 ac Peak EIev-877.70' � 3 2.90 cfs � Storage-0.035 af � � � ; 2 0 LL i � ' � � � 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 � Time (hours) • � . s � • � • • � i � � i � � � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 2-Year Rainfall=2.75" � Prepared by LHB Inc. Printed 7/29/2013 � HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Page 12 Summary for Pond 8P: Filtration Section 3 � Inflow Area= 1.658 ac, 69.48% Impervious, Inflow Depth = 1.84" for 2-Year event � Inflow = 5.09 cfs @ 11.98 hrs, Volume= 0.254 af � Outflow = 2.37 cfs @ 12.08 hrs, Volume= 0.223 af, Atten= 53%, Lag= 6.1 min Primary = 2.37 cfs @ 12.08 hrs, Volume= 0.223 af � Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs/3 � Peak Elev= 878.06'@ 12.08 hrs Surf.Area= 0.061 ac Storage= 0.085 af Plug-Flow detention time= 101.2 min calculated for 0.223 af (88%of inflow) • Center-of-Mass det. time= 42.3 min ( 848.4- 806.1 ) , Volume Invert Avail.Storaqe Storage Description � #1 A 875.00' 0.109 af 20.50'W x 130.60'L x 5.67'H Field A 0.348 af Overall - 0.076 af Embedded = 0.272 af x 40.0% Voids � #2A 877.67' 0.076 af StormTech SG740 x 72 Inside#1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf � Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap Row Lenqth Adjustment= +0.44' x 6.45 sf x 4 rows � 0.185 af Total Available Storage � Storage Group A created with Chamber Wizard • Device Routing Invert Outlet Devices #1 Primary 876.25' 6.0"Vert. Orifice/Grate X 2.00 C= 0.600 � #2 Primary 878.00' 6.0"Vert. Orifice/Grate C= 0.600 #3 Primary 879.67' 12.0" Vert. Orifice/Grate C= 0.600 � Primary OutFlow Max=2.37 cfs @ 12.08 hrs HW=878.06' (Free Discharge) � 1-0rifice/Grate (Orifice Controls 2.36 cfs @ 6.01 fps) ! 2-0rifice/Grate (Orifice Controls 0.01 cfs @ 0.82 fps) 3-0rifice/Grate ( Controls 0.00 cfs) � � � � � � a � � � � � i Proposed Conditions 3 Story ` 130125 Proposed Type ll 24-hr 2-Year Rainfal1=2.75" Prepared by LHB Inc. Printed 7/29/2013 � HydroCADC�10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Pape 13 � Pond 8P: Filtration Section 3 - Chamber Wizard Field A , Chamber Model -StormTech SG740 � Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L= 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap . Row Length Adjustment= +0.44' x 6.45 sf x 4 rows � 51.0" Wide + 6.0" Spacing = 57.0" C-C Row Spacing � 18 Chambers/Row x 7.12' Long +0.44' Row Adjustment= 128.60' Row Length +12.0" End Stone x 2 = 130.60' Base Length � 4 Rows x 51.0" Wide + 6.0" Spacing x 3 + 12.0" Side Stone x 2 = 20.50' Base Width � 32.0" Base + 30.0" Chamber Height + 6.0" Cover= 5.67' Field Height i 72 Chambers x 45.9 cf +0.44' Row Adjustment x 6.45 sf x 4 Rows = 3,319.0 cf Chamber Storage � 15,171.4 cf Field- 3,319.0 cf Chambers = 11,852.3 cf Stone x 40.0%Voids = 4,740.9 cf Stone Storage � Stone + Chamber Storage = 8,060.0 cf= 0.185 af Overall Storage Efficiency= 53.1% � 72 Chambers � 561.9 cy Field ! 439.0 cy Stone � � � � � � � � � � � � 0000 � � � i Proposed Conditions 3 Story 130125 Proposed Type 1124-hr 2-Year Rainfall=2.75" � Prepared by LHB Inc. Printed 7/29/2013 + HydroCADC�10.00 s/n 05749 O 2011 HydroCAD Software Solutions LLC Page 14 Pond 8P: Filtration Section 3 � Hydrograph � � ■ Inflow � �__; _ �, 5.09 cfs � �, ;_ � ❑ Primary 5 !� �� '�,, '�,, Inflow Area-1 .658 ac � ! ! ' ! '� Peak Elev_878.06' �, 4 Storage-0.085 af � N � � 3 0 2.37 cfs � LL 2 � � � � � . . . .. , ... . . , ,. . . . . . . . , , • 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) • • � • � • � � � • � � � � � � � � Proposed Conditions 3 Story � 130125 Proposed Type ll 24-hr 2-Year Rainfall=2.75" Prepared by LHB Inc. Printed 7/29/2013 � HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Page 15 � Summary for Pond 9P: Surface Filtration � Inflow Area= 0.393 ac,100.00% Impervious, Inflow Depth = 2.52" for 2-Year event � Inflow = 1.34 cfs @ 12.01 hrs, Volume= 0.083 af Outflow = 0.61 cfs @ 12.14 hrs, Volume= 0.083 af, Atten= 55%, Lag= 7.7 min � Primary = 0.61 cfs �a 12.14 hrs, Volume= 0.083 af � Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs/2 Peak Elev= 885.74' @ 12.14 hrs Surf.Area= 0.034 ac Storage= 0.017 af � Plug-Flow detention time= 16.5 min calculated for 0.082 af (100%of inflow) ,� Center-of-Mass det. time= 16.5 min ( 776.1 - 759.6 ) i Volume Invert Avail.Storaqe Storaqe Description #1 885.50' 0.158 af 30.00'D x 4.50'H Vertical Cone/Gylinder Z-3.0 � #2 883.50' 0.013 af 30.00'D x 2.00'H Vertical Cone/Gylinder 0.032 af Overall x 40.0%Voids ` 0.171 af Total Available Storage � Device Routing Invert Outlet Devices #1 Primary 883.50' 4.0"Vert. Orifice/Grate C= 0.600 � Primary OutFlow Max=0.61 cfs @ 12.14 hrs HW=885.74' (Free Discharge) ` L1-0rifice/Grate (Orifice Controls 0.61 cfs @ 6.94 fps) � Pond 9P: Surface Filtration , Hydrograph ■ Inflow � 1.34 Cfs ❑ Primary � Inflow Area-0.393 ac � Peak Elev-885.74' � Storage-0.017 af , � U � O LL 0.61 cfs � � i � ° 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) � � • � � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 2-Year Rainfall=2.75" � Prepared by LHB Inc. Printed 7/29/2013 i HydroCAD�10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Paqe 16 Summary for Link 7L: North Outlet � Inflow Area= 4.758 ac, 70.60% Impervious, Inflow Depth = 1.70" for 2-Year event � Inflow = 10.39 cfs @ 12.01 hrs, Volume= 0.674 af i Primary = 10.39 cfs @ 12.01 hrs, Volume= 0.674 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs ! Link 7L: North Outlet � Hydrograph • ■ Inflow � 10. 9 fS ❑ Primary " '°.39�`S I nfl ow Area-4.758 ac � ,o _ - - � �� ! 9 � -�--,-- � � � � � � � � � � � � � � � i � i • g _ - ---'---�---'--�- -'---'---'-- '---'---�---�--�--'-- , i � i i i i i � � i i i i � � � � � i � � � i i i � � � � i � i � � � � � i i � � - -- - - -------- -- �- �- �--r—r--�- �--� � � � 7--r--� y I I I I I I I I I I I I I I V I I I I � I I I I I I I 1 I I .� 6 -r-ti---�--r--r--r-7--t--r--i---i--7--r--r-- i i i i i i i i i i i i i i � o i i i i i i i i i � i i i i LL5 -- -�--�--�--�---�--�--+--�--'-- -'--i- ' - -�-- 4 � 3 � 2 � 1 o i 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) � � � � � � . . � � � � � � Proposed Conditions 3 Story � 130125 Proposed Type ll 24-hr 10-Year Rainfa11=4.15" Prepared by LHB Inc. Printed 7/29/2013 , HydroCAD�10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Page 17 � Summary for Subcatchment 1 S: Proposed North 1 ! Runoff = 12.31 cfs @ 11.98 hrs, Volume= 0.628 af, Depth= 3.06" � Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs ! Type II 24-hr 10-Year Rainfall=4.15" � Area (sf) CN Description 73,024 98 Water Surface, HSG C � 34,168 74 >75% Grass cover, Good, HSG C 107,192 90 Weighted Average � 34,168 31.88% Pervious Area 73,024 68.12% Impervious Area � Tc Length Slope Velocity Capacity Description � _ (min) (feet) (ft/ft) (fUsec) (cfs) 7.0 Direct Entry, � . Subcatchment 1 S: Proposed North 1 Hydrograph � ❑Runoff � �3 12.31 cfs 12 Type II 24-hr ! �� ' __�___�___� 10-Year Rai nfal1=4.15" - , ; � '° ' Runoff Area-107,192 sf __J___ 9 --'-- - Runoff Volume-0.628 af � N a 3 , -; � Runoff Depth-3.06" �' � 6 Tc_7.0 min � 5 CN-90 � 3 � � � � � � � � � �� i i � � � � i � i � � i i � � 'i i--� . .i---i--7--�--�--r--r--r--i---i--�--7--7--r-.. 2 i i i i i i i i i i i i i � 1 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 , Time (hours) . s • � • � � � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 10-Year Rainfa11=4.15" � Prepared by LHB Inc. Printed 7/29/2013 • HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Paqe 18 Summary for Subcatchment 2S: Proposed North 2 � Runoff = 6.39 cfs @ 11.98 hrs, Volume= 0.316 af, Depth= 2.87" ! Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs � Type II 24-hr 10-Year Rainfall=4.15" � Area (sf) CN Description � 24,517 74 >75%Grass cover, Good, HSG C 33,149 98 Paved parkinq, HSG C � 57,666 88 Weighted Average � 24,517 42.52% Pervious Area 33,149 57.48% Impervious Area � Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (fUsec) (cfs) � 4.6 75 0.0300 0.27 Sheet Flow, Grass: Short n= 0.150 P2= 6.50" � 2.0 300 0.0200 2.44 Sheet Flow, Smooth surfaces n= 0.011 P2= 6.50" � 6.6 375 Total ' Subcatchment 2S: Proposed North 2 , Hydrograph 7 ❑ Runoff � 6.39 cfs . 6 Type I I 24-h r 10-Year Rainfall-4.15" � 5 Runoff Area-57,666 sf r Runoff Volume-0.316 af � � 4 Runoff Depth=2.87" ° Flow Length-375' � LL 3 Tc-6.6 min * 2 CN-88 � , � 0 • 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 • Time (hours) . • � i � � Proposed Conditions 3 Story � 130125 PrOposed Type ll 24-hr 10-Year Rainfall=4.15" Prepared by LHB Inc. Printed 7/29/2013 � HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Paqe 19 � Summary for Subcatchment 3S: Proposed North 3 � Runoff = 3.24 cfs @ 11.98 hrs, Volume= 0.178 af, Depth= 3.69" � Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs • Type II 24-hr 10-Year Rainfall=4.15" � Area (sf) CN Description 23,031 98 Water Surface, HSG C � 2,234 74 >75% Grass cover, Good, HSG C 25,265 96 Weighted Average � 2,234 8.84% Pervious Area 23,031 91.16% Impervious Area � Tc Length Slope Velocity Capacity Description � (min) (feet) (fUft) (ft/sec) (cfs) 7.0 Direct Entry, � • Subcatchment 3S: Proposed North 3 Hydrograph � ❑ Runoff � 3.24 cfs Type II 24-hr • 3 10-Year Rainfall-4.15" � Runoff Area-25,265 sf Runoff Volume-0.178 af � � 2 Runoff Depth-3.69" r LL Tc-7.0 min � CN-96 • ' � i 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 � Time (hours) • � � • . • � � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 10-Year Rainfa11=4.15" � Prepared by LHB Inc. Printed 7/29/2013 • HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Paqe 20 Summary for Subcatchment 4S: Proposed South � Runoff = 8.49 cfs @ 11.98 hrs, Volume= 0.437 af, Depth= 3.16" • Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs � Type II 24-hr 10-Year Rainfall=4.15" � Area (sf) CN Description S 22,048 74 >75%Grass cover, Good, HSG C 50,187 98 Paved parkinq, HSG C � 72,235 91 Weighted Average � 22,048 30.52% Pervious Area 50,187 69.48% Impervious Area � Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (ft/sec) (cfs) Si 7.0 Direct Entry, . Subcatchment 4S: Proposed South � Hydrograph ❑ Runoff � 9 8.49 cfs � $ Type II 24-hr 10-Year Rainfall-4.15" • ' Runoff Area-72,235 sf � 6 Runoff Volume-0.437 af � 5 Runoff Depth-3.16" � o ; � , � � Tc-7.0 min LL i i i 4 i CN-91 • 3 • 2 1 • � 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) � • � � • • . w • Proposed Conditions 3 Story � 130125 Proposed Type ll 24-hr 10-Year Rainfall=4.15" Prepared by LHB Inc. Printed 7/29/2013 � HydroCADC�10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Page 21 � Summary for Subcatchment 10S: Roof � Runoff = 2.04 cfs @ 12.01 hrs, Volume= 0.128 af, Depth= 3.91" � Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs * Type II 24-hr 10-Year Rainfall=4.15" � _ Area (sf) CN Description 17,117 98 Unconnected roofs, HSG C � 17,117 100.00% Impervious Area 17,117 100.00% Unconnected � Tc Length Slope Velocity Capacity Description � (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, � • Subcatchment 10S: Roof Hydrograph � ❑Runoff � 2.04 cfs 2 Type II 24-hr � 10-Year Rainfall-4.15" ,� Runoff Area-17,117 sf � y Runoff Volume-0.128 af � Runoff Depth-3.91" 3 LL , Tc-10.0 min •' CN-98 • � • 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 � Time (hours) � • • � • � � � � Proposed Conditions 3 Story 130125 Proposed Type 1124-hr 10-Year Rainfall=4.15" � Prepared by LHB Inc. Printed 7/29/2013 � HydroCAD�10.00 s/n 05749 O 2011 HydroCAD Software Solutions LLC Paqe 22 Summary for Pond 5P: Filtration Section 1 ` Inflow Area= 2.461 ac, 68.12% Impervious, Inflow Depth = 3.06" for 10-Year event � Inflow = 12.31 cfs @ 11.98 hrs, Volume= 0.628 af � Outflow = 7.03 cfs @ 12.07 hrs, Volume= 0.590 af, Atten= 43%, Lag= 5.1 min Primary = 7.03 cfs @ 12.07 hrs, Volume= 0.590 af � Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs i Peak Elev= 878.86' @ 12.07 hrs Surf.Area= 0.068 ac Storage= 0.138 af Plug-Flow detention time= 60.5 min calculated for 0.590 af (94%of inflow) • Center-of-Mass det. time= 26.2 min ( 821.2 - 795.0 ) ` Volume Invert Avail.Storaqe Storaqe Description ` #1 A 875.00' 0.121 af 20.50'W x 144.84'L x 5.67'H Field A 0.386 af Overall - 0.085 af Embedded = 0.302 af x 40.0%Voids � #2A 877.67' 0.085 af StormTech SG740 x 80 Inside#1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L= 45.9 cf , Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap Row Lenqth Adjustment= +0.44' x 6.45 sf x 4 rows � 0.205 af Total Available Storage � Storage Group A created with Chamber Wizard � Device Routing Invert Outlet Devices #1 Primary 876.40' 6.0"Vert. Orifice/Grate X 5.00 C= 0.600 � #2 Primary 880.00' 12.0"Vert. Orifice/Grate X 3.00 C= 0.600 � Primary OutFlow Max=7.03 cfs @ 12.07 hrs HW=878.86' (Free Discharge) �1-0rifice/Grate (Orifice Controls 7.03 cfs @ 7.16 fps) r 2=0rifice/Grate ( Controls 0.00 cfs) � � � � � ` � � � � � � � � Proposed Conditions 3 Story � 130125 Proposed Type ll 24-hr 10-Year Rainfall=4.15" Prepared by LHB Inc. Printed 7/29/2013 � HydroCADC�10.00 s/n 05749 O 2011 HydroCAD Software Solutions LLC Page 23 � Pond 5P: Filtration Section 1 - Chamber Wizard Field A � Chamber Model -StormTech SG740 . ! Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L= 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap + Row Length Adjustment= +0.44'x 6.45 sf x 4 rows � 51.0" Wide + 6.0" Spacing = 57.0" C-C Row Spacing � 20 Chambers/Row x 7.12' Long +0.44' Row Adjustment = 142.84' Row Length +12.0" End Stone x 2= � 144.84' Base Length 4 Rows x 51.0" Wide + 6.0" Spacing x 3 + 12.0" Side Stone x 2 = 20.50' Base Width i 32.0" Base + 30.0" Chamber Height + 6.0" Cover = 5.67' Field Height i 80 Chambers x 45.9 cf +0.44' Row Adjustment x 6.45 sf x 4 Rows = 3,686.6 cf Chamber Storage � 16,825.6 cf Field - 3,686.6 cf Chambers = 13,139.0 cf Stone x 40.0%Voids = 5,255.6 cf Stone Storage � Stone + Chamber Storage= 8,942.2 cf = 0.205 af Overall Storage Efficiency= 53.1% � 80 Chambers � 623.2 cy Field � 486.6 cy Stone � � ' � � � . + � � � � � 000� � � � � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 10-Year Rainfall=4.15" � Prepared by LHB Inc. Printed 7/29/2013 � HydroCAD�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Paqe 24 Pond 5P: Filtration Section 1 � Hydrograph i , ■Inflow � 12.31 cfs ; ❑Primary 13 � Inflow Area-2.461 ac � ,z --; „ ;-- , --�--' Peak Elev-878.86' � � � � ,o '- ---- -- - , -,---,- � � Storage-0.138 af ;` _�___�_ 9 � i i i �' 8 7.03 cfs �---- � � � , � � � � � � � � � � � ,� � --�--r--r--r-�--T--r--r--i--- ; , i i i i i i i i i � O �; i -i--'---�---�--� -�--�---�-- LL 6 "' i i i i i i i i i / i i i i i i i i i 5 . - ----�--}--�--'--�--'--�--�--�--- � ; i i � i � � � � , . � � � � � � � � � i � � � � 4 r--r--i---�--r i i �--r--r--i---i--7--r--, 3 ' -'�---'--I',- I' ' - -',-- !--=--'---I__ ',--' '-_ � • 2 � 1 0 � 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) � � � � � � � • � • � � � • s � � � Proposed Conditions 3 Story � 130125 Proposed Type ll 24-hr 10-Year Rainfall=4.15" Prepared by LHB Inc. Printed 7/29/2013 � HydroCAD010.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Paqe 25 � Summary for Pond 6P: Filtration Section 2 � Inflow Area= 1.324 ac, 57.48% Impervious, Inflow Depth = 2.87" for 10-Year event � Inflow = 6.39 cfs @ 11.98 hrs, Volume= 0.316 af Outflow = 4.06 cfs @ 12.05 hrs, Volume= 0.299 af, Atten= 36%, Lag= 4.4 min , Primary = 4.06 cfs @ 12.05 hrs, Volume= 0.299 af � Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs/2 Peak Elev= 878.70' @ 12.05 hrs Surf.Area= 0.032 ac Storage= 0.060 af ! Plug-Flow detention time= 53.7 min calculated for 0.299 af (94%of inflow) i Center-of-Mass det. time= 21.8 min ( 824.0 - 802.2 ) i Volume Invert Avail.Storaqe Storaqe Description #1 A 875.00' 0.057 af 15.75'W x 87.88'L x 5.67'H Field A � 0.180 af Overall - 0.038 af Embedded = 0.142 af x 40.0%Voids #2A 877.67' 0.038 af StormTech SG740 x 36 Inside#1 � Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap � Row Lenqth Adjustment= +0.44'x 6.45 sf x 3 rows 0.095 af Total Available Storage � Storage Group A created with Chamber Wizard � Device Routinq Invert Outlet Devices � #1 Primary 876.40' 6.0"Vert. Orifice/Grate X 3.00 C= 0.600 #2 Primary 880.00' 12.0"Vert. Orifice/Grate C= 0.600 � Primary OutFlow Max=4.06 cfs @ 12.05 hrs HW=878.70' (Free Discharge) � �1-0rifice/Grate (Orifice Controls 4.06 cfs @ 6.89 fps) 2=0rifice/Grate ( Controls 0.00 cfs) �: � � � , � �. � � � � � � � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 10-Year Rainfall=4.15" � Prepared by LHB Inc. Printed 7/29/2013 . HydroCAD�10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Paqe 26 Pond 6P: Filtration Section 2 - Chamber Wizard Field A � Chamber Model =StormTech SG740 � Effective Size=44.6"W x 30.0"H => 6.45 sf x 7.12'L= 45.9 cf � Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap Row Length Adjustment= +0.44'x 6.45 sf x 3 rows � 51.0" Wide + 6.0" Spacing = 57.0" C-C Row Spacing ! 12 Chambers/Row x 7.12' Long +0.44' Row Adjustment= 85.88' Row Length +12.0" End Stone x 2 = 87.88' � Base Length � 3 Rows x 51.0" Wide + 6.0" Spacing x 2 + 12.0" Side Stone x 2 = 15.75' Base Width 32.0" Base + 30.0" Chamber Height + 6.0" Cover= 5.67' Field Height � 36 Chambers x 45.9 cf +0.44' Row Adjustment x 6.45 sf x 3 Rows = 1,662.3 cf Chamber Storage � 7,843.1 cf Field - 1,662.3 cf Chambers = 6,180.8 cf Stone x 40.0% Voids = 2,472.3 cf Stone Storage � Stone + Chamber Storage = 4,134.7 cf = 0.095 af � Overall Storage Efficiency= 52.7% � 36 Chambers 290.5 cy Field � 228.9 cy Stone • � � �� i s • ! 000 � i � � �' Proposed Conditions 3 Story � 130125 Proposed Type 1124-hr 10-Year Rainfall=4.15" Prepared by LHB Inc. Printed 7/29/2013 � �droCADO 10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Pape 27 � Pond 6P: Filtration Section 2 � Hydrograph � ■ Inflow 7 6.39 cfs ❑ Primary � Inflow Area-1 .324 ac � 6 Pea k E I ev-878.70' � 5 Storage-0.060 af �� ' �06 cfs y 4 � � � o LL 3 � � - 2 � � 1 � � 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 � Time (hours) � • � � � � � � � � � � � � � '� �� Proposed Conditions 3 Story 130125 Proposed Type 1124-hr 10-Year Rainfall=4.15" � Prepared by LHB Inc. Printed 7/29/2013 ! HydroCADO 10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Page 28 Summary for Pond 8P: Filtration Section 3 � Inflow Area= 1.658 ac, 69.48% Impervious, Inflow Depth = 3.16" for 10-Year event � Inflow = 8.49 cfs @ 11.98 hrs, Volume= 0.437 af � Outflow = 3.88 cfs � 12.08 hrs, Volume= 0.406 af, Atten= 54%, Lag= 6.2 min Primary = 3.88 cfs Qa 12.08 hrs, Volume= 0.406 af , Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs/3 ! Peak Elev= 879.07'@ 12.08 hrs Surf.Area= 0.061 ac Storage= 0.133 af Plug-Flow detention time= 76.1 min calculated for 0.406 af (93%of inflow) ! Center-of-Mass det. time= 37.4 min ( 828.2 - 790.8 ) � Volume Invert Avail.Storage Storage Description � #1 A 875.00' 0.109 af 20.50'W x 130.60'L x 5.67'H Field A 0.348 af Overall - 0.076 af Embedded = 0.272 af x 40.0% Voids � #2A 877.67' 0.076 af StormTech SG740 x 72 Inside#1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf � Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap Row Lenqth Adjustment= +0.44' x 6.45 sf x 4 rows � 0.185 af Total Available Storage � Storage Group A created with Chamber Wizard � Device Routing Invert Outlet Devices #1 Primary 876.25' 6.0"Vert. Orifice/Grate X 2.00 C= 0.600 � #2 Primary 878.00' 6.0"Vert. Orifice/Grate C= 0.600 #3 Primary 879.67' 12.0"Vert. Orifice/Grate C= 0.600 � Primary OutFlow Max=3.88 cfs @ 12.08 hrs HW=879.06' (Free Discharge) � 1=0rifice/Grate (Orifice Controls 3.03 cfs @ 7.71 fps) � 2=0rifice/Grate (Orifice Controls 0.85 cfs @ 4.34 fps) ' 3-0rifice/Grate ( Controls 0.00 cfs) ! � � � � � � � � � � � � Proposed Conditions 3 Story � 130125 Proposed Type ll 24-hr 10-Year Rainfall=4.15" Prepared by LHB Inc. Printed 7/29/2013 � HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Paqe 29 � Pond 8P: Filtration Section 3 - Chamber Wizard Field A � Chamber Model - StormTech SG740 • Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L=45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap • Row Length Adjustment= +0.44'x 6.45 sf x 4 rows � 51.0" Wide + 6.0" Spacing = 57.0" C-C Row Spacing � 18 Chambers/Row x 7.12' Long +0.44' Row Adjustment= 128.60' Row Length +12.0" End Stone x 2 = 130.60' Base Length � 4 Rows x 51.0" Wide + 6.0" Spacing x 3 + 12.0" Side Stone x 2 = 20.50' Base Width • 32.0" Base + 30.0" Chamber Height + 6.0" Cover= 5.67' Field Height • 72 Chambers x 45.9 cf +0.44' Row Adjustment x 6.45 sf x 4 Rows = 3,319.0 cf Chamber Storage , 15,171.4 cf Field - 3,319.0 cf Chambers = 11,852.3 cf Stone x 40.0% Voids = 4,740.9 cf Stone Storage • Stone + Chamber Storage = 8,060.0 cf = 0.185 af Overall Storage Efficiency= 53.1% � 72 Chambers � 561.9 cy Field 439.0 cy Stone � � � � � � � � � � � � • no�� Proposed Conditions 3 Story 130125 Proposed Type 1124-hr 10-Year Rainfall=4.15" � Prepared by LHB Inc. Printed 7/29/2013 HydroCAD�10.00 s/n 05749 O 2011 HydroCAD Software Solutions LLC Paqe 30 � Pond 8P: Filtration Section 3 � Hydrograph • ■ Inflow • 8.49 cfs ❑Primary 9 Inflow Area-1 .658 ac • 8 Peak EIev-879.07' � ' - Storage_0.133 af 6 ' -L- �► �__L_ . - - - -- �--J--1--1. y I i . i I i , i. • � 5 a_ . 0 LL 4 � 3.88 cfs • ,- ---- 3 � 2 • 1 • L��l 0 • 0 2 4 6 S 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) • • • . • � • i • • • • • • • • � � Proposed Conditions 3 Story � 130125 Proposed Type 1124-hr 10-Year Rainfall=4.15" Prepared by LHB Inc. Printed 7/29/2013 � HydroCAD�10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Pape 31 � Summary for Pond 9P: Surface Filtration � Inflow Area= 0.393 ac,100.00% Impervious, Inflow Depth = 3.91" for 10-Year event • Inflow = 2.04 cfs @ 12.01 hrs, Volume= 0.128 af Outflow - 0.70 cfs @ 12.17 hrs, Volume= 0.128 af, Atten= 66%, Lag= 9.6 min • Primary = 0.70 cfs �a 12.17 hrs, Volume= 0.128 af • Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs/2 Peak Elev= 886.41' �a 12.17 hrs Surf.Area= 0.039 ac Storage= 0.031 af � Plug-Flow detention time= 18.4 min calculated for 0.128 af (100%of inflow) • Center-of-Mass det. time= 18.4 min ( 769.4- 751.0 ) • Volume Invert Avail.Storaqe Storaqe Description #1 885.50' 0.158 af 30.00'D x 4.50'H Vertical Cone/Gylinder Z-3.0 • #2 883.50' 0.013 af 30.00'D x 2.00'H Vertical Cone/Gyrlinder 0.032 af Overall x 40.0% Voids � 0.171 af Total Available Storage � Device Routinq Invert Outlet Devices #1 Primary 883.50' 4.0"Vert. Orifice/Grate C= 0.600 � Primary OutFlow Max=0.70 cfs @ 12.17 hrs HW=886.41' (Free Discharge) � t1=0rifice/Grate (Orifice Controls 0.70 cfs @ 7.98 fps) � Pond 9P: Surface Filtration • Hydrograph ■ Inflow � 2.04 Cfs ❑ Primary � Inflow Area=0.393 ac z � Peak Elev-886.41 ' � Storage=0.031 af • y , �, , �. . i �i , .V.. 3 i i i i i i • o , i, i, i i ' LL 1 i i i i i � �, ��fs � �� I � � � � � 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) • • • � � Proposed Conditions 3 Story 130125 Proposed Type 1124-hr 10-Year Rainfall=4.15" � Prepared by LHB Inc. Printed 7/29/20?3 HydroCAD010.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Page 32 � Summary for Link 7L: North Outlet � Inflow Area= 4.758 ac, 70.60% Impervious, Inflow Depth = 3.01" for 10-Year event � Inflow = 14.25 cfs @ 12.02 hrs, Volume= 1.195 af • Primary = 14.25 cfs @ 12.02 hrs, Volume= 1.195 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs • Link 7L: North Outlet � Hydrograph • ■Inflow • 14.25 cfs , , ❑Primary ,5 ,4.25�`S ' -' I nf l ow Area-4.758 ac • � � ,a -,---, � � - -�---�- � �s � � � � � �__1__ .. __L__I'_'I__J_. . . 12 �. '� I I I 1 � . �, , , � �. ' I I I I 1 I --�---I_ I I I I I I • __ . _ _ ____________ __ __________________.. 1 1 � I I I 1 1 I I I I I I I I i � � I I I I I I I I I I I I y-_ . . . . . .. _i__y__y__t__r__i-_y__}__r__i___i__rt--r-__. 10 � � � � � � � � � � � � � � __ _ ___ - .. __I__J_'J__L_'L__I__J__1__L__I___I__1__L__ • ^y g i � i i i i i i � i i i i � _ i i i i i i i i i i � i i ° -- _ _ ------------------------------------- `.' 8 i i i i i i i i i i i i i ; i i i i i i i � i i i i i • O --�-��-- � - - -i--y'-�--r--r--�--y--*--r--i--ti--Y--r-._ LL 7 i i i i i i i i i i i i i _ _-__.. . ._ . _ . .._ __I__J__J__1__L_-I_-J_-1_-L__I--J__1_-L-- . 6 � I I I 1 I I I I I I I I I I I I I I I I I I I I I I I � 5 ,-- ; --,---,--�--,---,---,---,--�--,---,---�--�--,---,- - • � � � � � � � � i � i � � � � .. �-- _ . . . . --�---�--,--r--r--i--7--t--r--i---�--Y--r--r--- • 4 i t i i i � i i i i i i . _-_ . . . . _L__L___I__J__1__'L__I___I__1__L__I___.. 3 � , � 2 • 1 0 • 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) • � • • • � • • • • • • � � Proposed Conditions 3 Story � 130125 Proposed Type ll 24-hr 100-Year Rainfa11=5.90" Prepared by LHB Inc. Printed 7/29/2013 � HydroCAD�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Paqe 33 � Summary for Siabcatchment 1 S: Proposed North 1 � Runoff = 18.56 cfs @ 11.98 hrs, Volume= 0.974 af, Depth= 4.75" � Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs • Type II 24-hr 100-Year Rainfa11=5.90" • Area (sf) CN Description 73,024 98 Water Surface, HSG C . 34,168 74 >75% Grass cover, Good, HSG C 107,192 90 Weighted Average � 34,168 31.88% Pervious Area 73,024 68.12% Impervious Area • Tc Length Slope Velocity Capacity Description � (min) (feet) (fUft) (ft/sec) (cfs) 7.0 Direct Entry, � • Subcatchment 1 S: Proposed North 1 Hydrograph • 20 ❑Runoff • � 18.56 cfs , , ,9 __�_ ,---�- --�--�--� TYpe II 24-hr �s - ' , � -�- �---�---�- • " --'- -'-- 100-Year Rainfal1-5.90" is _ � _ � _ , -,- -,- � 15 -�---�--� Runoff Area-107,192 sf ia --�---�--� ,3 -�,___;__� Runoff Volume-0.974 af � � � � 12 —�i---�--� ---�-- � >> --� �---�-- Runoff Depth-4.75" • o ,o � � � -' '--'- - Tc-7.0 min LL 9 _ i i i _ i _ i _ i _ 1 -i . - __. __ __ i- _.. g i i 1 I _I i I • —� ---,- --,— ,-- ,— ,--;--�,--;- CN-90 ] ' �___I___I__J"1__1__1__L__L__i_ . _. . 0 � � � I I I I I t I I I I • V . __,I ' . -_-_�_'__I-_..{__i__�__}-_�__�_`�__-�-_ 'I , 5 I I I I I I I I I I I .. i _�_"_'I'_�__�__�__}__�__r__�___�__.�__ 1__+__*_._ . 4 � ! I I I I I I I I I I I I � _ I ,. � . �--�--�--r--r--r -r--i -�---�=--r--r- � 3 i i i i ii i ; i i i 2 • � 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 • Time (hours) • • • • • • � � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 100-Year Rainfa11=5.90" � Prepared by LHB Inc. Printed 7/29/2013 HydroCAD�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Page 34 � Summary for Subcatchment 2S: Proposed North 2 � Runoff = 9.81 cfs @ 11.98 hrs, Volume= 0.500 af, Depth= 4.53" � Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs • Type II 24-hr 100-Year Rainfa11=5.90" � Area (sf) CN Description � 24,517 74 >75%Grass cover, Good, HSG C 33,149 98 Paved parkinq, HSG C � 57,666 88 Weighted Average 24,517 42.52% Pervious Area � 33,149 57.48% Impervious Area � Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (fUsec) (cfs) � 4.6 75 0.0300 0.27 Sheet Flow, Grass: Short n= 0.150 P2= 6.50" � 2.0 300 0.0200 2.44 Sheet Flow, Smooth surfaces n= 0.011 P2= 6.50" � 6.6 375 Total • Subcatchment 2S: Proposed North 2 � Hydrograph ❑ Runoff • 9.81 cfs • ,� _ �-- TYpe II 24-hr 9 _ �� 100-Year Rainfa11-5.90" � -, $ __'�,_ Runoff Area-57,666 sf � ' '� ___;___� � Runoff Volume-0.500 af ` _ � _ _ __ � �--�- -- — - - , � � � 6 � � �� Runoff Depth-4.53" ; -:- - ,- , � ° ' ' ' Flow Length_375' LL 5 , � � -� -_�_ _�_ ' Tc-6.6 min • a i i i , � � � , � -�--,-- , ,- �--�--,--,--r- -�--r-- 3 -- CN_88 � z i , a • 0 2 4 6 S 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 • Time (hours) • � • • � � Proposed Conditions 3 Story � 130125 Proposed Type ll 24-hr 100-Year Rainfa11=5.90" Prepared by LHB Inc. Printed 7/29/2013 � HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Pape 35 � Summary for Subcatchment 3S: Proposed North 3 � Runoff = 4.67 cfs @ 11.98 hrs, Volume= 0.262 af, Depth= 5.43" � Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs • Type II 24-hr 100-Year Rainfa11=5.90" • Area (sf) CN Description 23,031 98 Water Surface, HSG C . 2,234 74 >75°/a Grass cover, Good, HSG C 25,265 96 Weighted Average � 2,234 8.84% Pervious Area 23,031 91.16% Impervious Area • Tc Length Slope Velocity Capacity Description + (min) (feet) (fUft) (fUsec) (cfs) 7.0 Direct Entry, � • Subcatchment 3S: Proposed North 3 Hydrograph • 5 ❑Runoff • 4.67 cfs Type II 24-hr • 4 100-Year Rainfa11-5.90" � Runoff Area-25,265 sf � N 3 Runoff Volume-0.262 af � Runoff Depth-5.43" • � LL Tc-7.0 min • 2 CN=96 ` , � • o 0 2 4 6 8 10 12 1�l 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 • Time (hours) • • • • • • � � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 100-Year Rainfa11=5.90" � Prepared by LHB Inc. Printed 7/29/2013 . HydroCADC�10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Page 36 Summary for Subcatchment 4S: Proposed South � Runoff = 12.68 cfs @ 11.98 hrs, Volume= 0.672 af, Depth= 4.86" � Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs � Type II 24-hr 100-Year Rainfa11=5.90" • Area (sf) CN Description • 22,048 74 >75%Grass cover, Good, HSG C 50,187 98 Paved parking, HSG C � 72,235 91 Weighted Average 22,048 30.52% Pervious Area � 50,187 69.48% Impervious Area � Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (fUsec) (cfs) � 7.0 Direct Entry, . Subcatchment 4S: Proposed South • Hydrograph 14 ❑ Runoff • �3 12.68 cfs • 12 Type II 24-hr „ 100-Year Rainfa11-5.90" • �� Runoff Area-72,235 sf � --�- 9 '---�-- Runoff Volume-0.672 af , • � � ___�__ Runoff Depth-4.86" N $ v _J___ i i i ; 7 I I • ° -�--, ---'- Tc-7.0 min LL i i 6 i � i -,--, ---�--,- , ,- , - CN-91 • 5 � , � � � � � � � � � � � � � � ----= � ,---,---,—,--;--;--,- 4 � � � � � � � � __I___ '___I__J_'_1__1__1__L' ' . i. I I I I I I I I I � I �I � I 3 I I I I I I I I I I I � _',___i_. . .I_--�__y__.�__�__}_-t__r__i___I. . . . . • 2 i i i i i i i i i i 1 . 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) • • . • • • • � � Proposed Conditions 3 Story � 130125 Proposed Type ll 24-hr 100-Year Rainfa11=5.90„ Prepared by LHB Inc. Printed 7/29/2013 � HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Page 37 � Summary for Subcatchment 10S: Roof � Runoff = 2.91 cfs @ 12.01 hrs, Volume= 0.185 af, Depth= 5.66" � Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs • Type II 24-hr 100-Year Rainfa11=5.90" • Area (sf) CN Description 17,117 98 Unconnected roofs, HSG C � 17,117 100.00% Impervious Area 17,117 100.00% Unconnected + Tc Length Slope Velocity Capacity Description � _ (min) (feet) (fUft) (fUsec) (cfs) 10.0 Direct Entry, � • Subcatchment 10S: Roof Hydrograph • ❑ Runoff • 3 2.91 cfs Type II 24-hr • 100-Year Rainfa11-5.90" � Runoff Area-17,117 sf � y 2 Runoff Volume-0.185 af � Runoff Depth-5.66" � LL Tc-10.0 min • CN=98 , • • • 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 • Time (hours) • • • • • • • � � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 100-Year Rainfa11=5.90" � Prepared by LHB Inc. Printed 7/29/2013 • HydroCADC�10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Page 38 Summary for Pond SP: Filtration Section 1 � Inflow Area= 2.461 ac, 68.12% Impervious, Inflow Depth = 4.75" for 100-Year event � Inflow = 18.56 cfs @ 11.98 hrs, Volume= 0.974 af • Outflow = 13.50 cfs �a 12.04 hrs, Volume= 0.936 af, Atten= 27%, Lag= 3.9 min Primary = 13.50 cfs @ 12.04 hrs, Volume= 0.936 af • Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs � Peak Elev= 880.62' @ 12.04 hrs Surf.Area= 0.068 ac Storage= 0.204 af Plug-Flow detention time= 47.1 min calculated for 0.936 af (96%of inflow) � Center-of-Mass det. time= 23.4 min ( 806.3 - 782.9 ) ` Volume Invert Avail.Storaqe Storage Description • #1 A 875.00' 0.121 af 20.50'W x 144.84'L x 5.67'H Field A 0.386 af Overall - 0.085 af Embedded = 0.302 af x 40.0% Voids � #2A 877.67' 0.085 af StormTech SG740 x 80 Inside#1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L=45.9 cf � Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap Row Lenqth Adjustment= +0.44' x 6.45 sf x 4 rows � 0.205 af Total Available Storage � Storage Group A created with Chamber Wizard � Device Routing Invert Outlet Devices #1 Primary 876.40' 6.0"Vert. Orifice/Grate X 5.00 C= 0.600 � #2 Primary 880.00' 12.0"Vert. Orifice/Grate X 3.00 C= 0.600 • Primary OutFlow Max=13.43 cfs @ 12.04 hrs HW=880.61' (Free Discharge) �1=0rifice/Grate (Orifice Controls 9.41 cfs �a 9.58 fps) � 2-0rifice/Grate (Orifice Controls 4.02 cfs @ 2.66 fps) • � � � � � � � � � � � � � Proposed Conditions 3 Story � 130125 Proposed Type ll 24-hr 100-Year Rainfa11=5.90" Prepared by LHB Inc. Printed 7/29/2013 � HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Paae 39 � Pond 5P: Filtration Section 1 - Chamber Wizard Field A � Chamber Model = StormTech SG740 • Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L= 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap � Row Length Adjustment= +0.44' x 6.45 sf x 4 rows � 51.0" Wide + 6.0" Spacing = 57.0" C-C Row Spacing � 20 Chambers/Row x 7.12' Long +0.44' Row Adjustment= 142.84' Row Length +12.0" End Stone x 2 = 144.84' Base Length � 4 Rows x 51.0" Wide + 6.0" Spacing x 3 + 12.0" Side Stone x 2= 20.50' Base Width • 32.0" Base + 30.0" Chamber Height+ 6.0" Cover= 5.67' Field Height • 80 Chambers x 45.9 cf +0.44' Row Adjustment x 6.45 sf x 4 Rows = 3,686.6 cf Chamber Storage • 16,825.6 cf Field - 3,686.6 cf Chambers = 13,139.0 cf Stone x 40.0%Voids = 5,255.6 cf Stone Storage � Stone + Chamber Storage = 8,942.2 cf = 0.205 af Overall Storage Efficiency= 53.1% � 80 Chambers � 623.2 cy Field , 486.6 cy Stone r � � � � � � � � � � � � � I • • � • �0�� • . � � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 100-Year Rainfa11=5.90" � Prepared by LHB Inc. Printed 7/29/2013 HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Page 40 � Pond 5P: Filtration Section 1 � Hydrograph � ■ Inflow • 20 18.56 Cfs I ; ; ❑ Primary -�---�--, Inflow Area-2.461 ac ,s -----' • � i i 18 --'---'--� ,� -�--�---�--� Peak EIev-880.62' • ,s ; i i i i . __. . . _r--r--i---t--t--r 15 ,3.50�fs ' � � � _ � __� Storage-0.204 af �--�---�--,- � � • ,a -L--'--'--�--L--'- � � � � � is -�--�--�---�--1--� � , � , � y �2 , _ _ , _ . _ . � , _ v �� i i i i i -�- �--�- ---r--r--r- i i i . p �� ;-- --i--i--i- LL 9 _� - ! !- ' - � - -- i --� -� 8 a-- , . - . --�--�--�-- � � � r- i---�--y i � i �� i i i i i i • __ _ _ _ __t_ I_ __I__y'_t'_r'_I__y__t__r__r__ 6 � � . '. ' � ' ! I I I I I I 1 I _ - I I I I I I I I 5 --',--;--,'---'---'-- -' -,'---'-- • 4 3 2 � t //. ' 0 • 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) • � • • � • • • • . • • • • • • � � Proposed Conditions 3 Story ! 130125 Proposed Type ll 24-hr 100-Year Rainfa11=5.90" Prepared by LHB Inc. Printed 7/29/2013 � HydroCADO 10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Paqe 41 � Summary for Pond 6P: Filtration Section 2 � Inflow Area= 1.324 ac, 57.48% Impervious, Inflow Depth = 4.53" for 100-Year event • Inflow = 9.81 cfs Qa 11.98 hrs, Volume= 0.500 af Outflow = 6.95 cfs @ 12.04 hrs, Volume= 0.482 af, Atten= 29%, Lag= 3.9 min • Primary = 6.95 cfs @ 12.04 hrs, Volume= 0.482 af • Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs/2 Peak Elev= 880.60' @ 12.04 hrs Surf.Area= 0.032 ac Storage= 0.094 af � Plug-Flow detention time= 41.0 min calculated for 0.482 af (96%of inflow) • Center-of-Mass det. time= 19.6 min ( 809.0 - 789.4 ) • Volume Invert Avail.Storaqe Storaqe Description #1 A 875.00' 0.057 af 15.75'W x 87.88'L x 5.67'H Field A � 0.180 af Overall - 0.038 af Embedded= 0.142 af x 40.0%Voids #2A 877.67' 0.038 af StormTech SG740 x 36 Inside#1 � Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L= 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap � Row Length Adjustment= +0.44' x 6.45 sf x 3 rows 0.095 af Total Available Storage s Storage Group A created with Chamber Wizard � Device Routinq Invert Outlet Devices S #1 Primary 876.40' 6.0"Vert. Orifice/Grate X 3.00 C= 0.600 #2 Primary 880.00' 12.0"Vert. Orifice/Grate C= 0.600 � Primary OutFlow Max=6.95 cfs @ 12.04 hrs HW=880.60' (Free Discharge) � �1=0rifice/Grate (Orifice Controls 5.64 cfs @ 9.57 fps) 2-0rifice/Grate (Orifice Controls 1.31 cfs �a 2.64 fps) � r � � � � � � � � � � � � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 100-Year Rainfa11=5.90" � Prepared by LHB Inc. Printed 7/29/2013 HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Paqe 42 � Pond 6P: Filtration Section 2 - Chamber Wizard Field A � Chamber Model -StormTech SG740 • Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf � Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap Row Length Adjustment= +0.44' x 6.45 sf x 3 rows � 51.0" Wide + 6.0" Spacing = 57.0" C-C Row Spacing � 12 Chambers/Row x 7.12' Long +0.44' Row Adjustment= 85.88' Row Length +12.0" End Stone x 2= 87.88' � Base Length • 3 Rows x 51.0" Wide + 6.0" Spacing x 2 + 12.0" Side Stone x 2 = 15.75' Base Width 32.0" Base + 30.0" Chamber Height + 6.0" Cover= 5.67' Field Height • 36 Chambers x 45.9 cf +0.44' Row Adjustment x 6.45 sf x 3 Rows = 1,662.3 cf Chamber Storage • 7,843.1 cf Field - 1,662.3 cf Chambers = 6,180.8 cf Stone x 40.0%Voids = 2,472.3 cf Stone Storage ` Stone + Chamber Storage = 4,134.7 cf= 0.095 af � Overall Storage Efficiency= 52.7% � 36 Chambers 290.5 cy Field � 228.9 cy Stone ! � � � � � � � � � � � �� Proposed Conditions 3 Story � 130125 Proposed Type 1124-hr 100-Year Rainfa11=5.90" Prepared by LHB Inc. Printed 7/29/2013 � HydroCAD�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Paqe 43 r Pond 6P: Filtration Section 2 • Hydrograph • I i Inflow 9.81 Cfs ❑Primary � 10 � � � Inflow Area-1 .324 ac ;- - ,--,---,---, � � � � � 9 ;--�- ; --r--�---'�- � Peak EIev-880.60' • ' 8 Storage-0.094 af � 6.95 cfs � • y � � � i � i � � i� 6 y---r- -r--i--�---t'-r--i---i--y--t--r--i---i--*--r--i--- �-- i i � � , , i i � i i i • ; i i - � 5 !---' LL • 4 3 _,_ --- - '- --�---�--+--�--�---�--�--�--�-- . i � , � i i i � � � i i i 2 - • 1 . � 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 . Time (hours) • • • • • � • • � • • • • • • i • Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 100-Year Rainfa11=5.90" � Prepared by LHB Inc. Printed 7/29/2013 • HydroCAD�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Page 44 Summary for Pond 8P: Filtration Section 3 � inflow Area= 1.658 ac, 69.48% Impervious, Inflow Depth = 4.86" for 100-Year event • Inflow = 12.68 cfs @ 11.98 hrs, Volume= 0.672 af � Outflow = 7.84 cfs @ 12.06 hrs, Volume= 0.641 af, Atten= 38%, Lag= 4.7 min Primary = 7.84 cfs @ 12.06 hrs, Volume= 0.641 af � Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs/3 � Peak Elev= 880.62' @ 12.06 hrs Surf.Area= 0.061 ac Storage= 0.184 af Plug-Flow detention time= 60.6 min calculated for 0.641 af (95%of inflow) � Center-of-Mass det. time= 33.3 min ( 812.5 - 779.1 ) • Volume Invert Avail.Storaqe Storaqe Description , #1 A 875.00' 0.109 af 20.50'W x 130.60'L x 5.67'H Field A 0.348 af Overall - 0.076 af Embedded = 0.272 af x 40.0%Voids � #2A 877.67' 0.076 af StormTech SG740 x 72 Inside#1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L=45.9 cf � Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap Row Lenqth Adjustment= +0.44' x 6.45 sf x 4 rows � 0.185 af Total Available Storage � Storage Group A created with Chamber Wizard � Device Routing Invert Outlet Devices #1 Primary 876.25' 6.0" Vert. Orifice/Grate X 2.00 C= 0.600 � #2 Primary 878.00' 6.0" Vert. Orifice/Grate C= 0.600 #3 Primary 879.67' 12.0" Vert. Orifice/Grate C= 0.600 � Primary OutFlow Max=7.83 cfs @ 12.06 hrs HW=880.61' (Free Discharge) � 1=0rifice/Grate (Orifice Controls 3.84 cfs @ 9.77 fps) 2=0rifice/Grate (Orifice Controls 1.45 cfs @ 7.40 fps) � 3=Orifice/Grate (Orifice Controls 2.54 cfs @ 3.31 fps) • � � � � � � � � � � � � Proposed Conditions 3 Story � 130125 Proposed Type 1124-hr 100-Year Rainfa11=5.90" Prepared by LHB inc. Printed 7/29/2013 � HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Page 45 � Pond 8P: Filtration Section 3 - Chamber Wizard Field A � Chamber Model - StormTech SG740 . Effective Size=44.6"W x 30.0"H => 6.45 sf x 7.12'L= 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap � Row Length Adjustment= +0.44' x 6.45 sf x 4 rows � 51.0" Wide + 6.0" Spacing = 57.0" C-C Row Spacing � 18 Chambers/Row x 7.12' Long +0.44' Row Adjustment = 128.60' Row Length +12.0" End Stone x 2 = 130.60' Base Length � 4 Rows x 51.0" Wide + 6.0" Spacing x 3 + 12.0" Side Stone x 2 = 20.50' Base Width • 32.0" Base + 30.0" Chamber Height + 6.0" Cover = 5.67' Field Height � 72 Chambers x 45.9 cf +0.44' Row Adjustment x 6.45 sf x 4 Rows = 3,319.0 cf Chamber Storage ! 15,171.4 cf Field- 3,319.0 cf Chambers = 11,852.3 cf Stone x 40.0%Voids = 4,740.9 cf Stone Storage � Stone + Chamber Storage = 8,060.0 cf= 0.185 af Overall Storage Efficiency= 53.1% ` 72 Chambers � 561.9 cy Field � 439.0 cy Stone i • • • • • � � � • • � 0000 • • � � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 100-Year Rainfa11=5.90" � Prepared by LHB Inc. Printed 7/29/2013 • HydroCADC�10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Paqe 46 Pond 8P: Filtration Section 3 � Hydrograph • ■ Inflow • 14 12.68 cfs ❑ Primary 13 Inflow Area=1 .658 ac � ;? Peak EIev-880.62' � ,o �---�- Storage-0.184 af � � � 9 -r--�---,- 7.84 cfs � � �__ � y8 ---,---� , � V I I I I I I I I � . . . . __I__J__J__1__L__I__J__1 . . 7 I I I I I I I i • o � � � � � � � � LL 6 -r-�--�--r--r--r-�--T i i i i i i i � . . . . . _I__J__J__L__�___I__J__1__._ _ . . __ - _ _ _ .. . ..� • 5 I I 1 I I I ' I I i i i i i I i i � � � � � � i � � � � � 4 . . . . . -i--ti--�--t--r--r-ti--r--r--i---�--t--r--r-- i i i i i i i i i i i i i i i i i i : i �� i i i i i i i � 3 - - . _ - -- ___. _ -- - --- - ---- 2 • 1 0 � 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) • � � � • • • • • • � • • � • • � ` Proposed Conditions 3 Story � 130125 Proposed Type 1124-hr 100-Year Rainfa11=5.90" Prepared by LHB Inc. Printed 7/29/2013 � HydroCADC�10.00 s/n 05749 OO 2011 HydroCAD Software Solutions LLC Page 47 , Summary for Pond 9P: Surface Filtration � Inflow Area= 0.393 ac,100.00% Impervious, Inflow Depth = 5.66" for 100-Year event � Inflow = 2.91 cfs @ 12.01 hrs, Volume= 0.185 af Outflow = 0.78 cfs @ 12.20 hrs, Volume= 0.185 af, Atten= 73%, Lag= 11.4 min • Primary = 0.78 cfs �« 12.20 hrs, Volume= 0.185 af • Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs/2 Peak Elev= 887.15' @ 12.20 hrs Surf.Area= 0.045 ac Storage= 0.050 af � Plug-Flow detention time= 22.2 min calculated for 0.185 af (100%of inflow) � Center-of-Mass det. time= 22.2 min ( 767.2 - 745.0 ) • Volume Invert Avail.Storaqe Storaqe Description #1 885.50' 0.158 af 30.00'D x 4.50'H Vertical Cone/Cylinder Z_3.0 i #2 883.50' 0.013 af 30.00'D x 2.00'H Vertical Cone/Gylinder 0.032 af Overall x 40.0%Voids � 0.171 af Total Available Storage � Device Routinq Invert Outlet Devices #1 Primary 883.50' 4.0"Vert. Orifice/Grate C= 0.600 � Primary OutFlow Max=0.78 cfs� 12.20 hrs HW=887.15' (Free Discharge) , t-1=0rifice/Grate (Orifice Controls 0.78 cfs @ 8.98 fps) � Pond 9P: Surface Filtration , Hydrograph • ■Inflow 2.91 cfs ❑Primary � 3 Inflow Area-0.393 ac � Peak Elev-887.15' � Storage-0.050 a# z • y � 3 • o LL • � 0.78 cfs � � � � 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) � s • � � Proposed Conditions 3 Story 130125 Proposed Type ll 24-hr 100-Year Rainfa11=5.90" � Prepared by LHB Inc. Printed 7/29/2013 • HydroCADC�10.00 s/n 05749 �O 2011 HydroCAD Software Solutions LLC Page 48 Summary for Link 7L: North Outlet � Inflow Area= 4.758 ac, 70.60% Impervious, Inflow Depth = 4.70" for 100-Year event � Inflow = 24.62 cfs @ 12.04 hrs, Volume= 1.865 af � Primary = 24.62 cfs Qa 12.04 hrs, Volume= 1.865 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs • Link 7L: North Outlet � Hydrograph � ■ Inflow � 24.62 cfs ; , ❑Primary 26 24.62�`S '--'---' I nflow Area-4.758 ac • � � � _L__I___I_ 24 I I I I I I � 22 -_ _t__I__�' � � i i � i 20 -r--r--i--i--r--r--�---�--7--i--i---�--i- -r-- • � i � , , , � � , i 18 ___ � • y 16 -i-- � � -- 14 � -r- . . 3 � • o � _ � � � � _ ' __ -- ---'--=-------=-- --'- -- LL 12 i i � � � i i i � i � � i � � � i i i i 10 -�--�--�--�--�---�--�--�--�--�--- ! i � � � � � � � � � � � � � � � � � i � 8 -r--i--�--r--r--r-�--T--r--i---� i i � � i i i i i i • i i i i i i _i i i i 6 -i---i-- i--7--�--i-- i-- i --i --�-- 4 _ � 2 0 • 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) • • • • . • • � . � � • � �� x � _ � 0 � �- z � _ , , 7• o �,ry,.,�_ 8 � ,�, � ,.'� o � � � � � � Q� � � � E � 0 � � � � � � � � t� � U � o � � � � . 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