Loading...
HomeMy WebLinkAboutPL PACKET 09202022CITY OF SAINT ANTHONY VILLAGE PLANNING COMMISSION MEETING AGENDA Tuesday, September 20, 2022 at 7:00 PM Join Meeting via Zoom There is also a dial -in option available. Members of the public who wish to attend the meeting may do so in person. Call To Order Pledge Of Allegiance Roll Call Approval Of Agenda Approval Of Minutes Approval Of PC Meeting Minutes PC 08 -16 -2022.PDF Public Hearing Conditional Use Permit/PUD Chase Bank Steve Grittman, City Planner, presenting. COVER MEMO.PDF PRESENTATION.PDF APPLICATION AND SUPPORTING MATERIALS.PDF CHASE BANK CUP DRAFT RESOLUTION.PDF PUBLIC HEARING NOTICE CHASE BANK.PDF Staff Reports Other Business Community Forum Individuals may address the Planning Commission about any City business item not included on the regular agenda. Speakers are requested to come to the podium, sign their name and address on the form at the podium, state their name and address for the Clerk ’s record, and limit their remarks to five minutes. Generally, the Planning Commission will not take official action on items discussed at this time, but may typically refer the matter to staff for a future report or direct the matter to be scheduled on an upcoming agenda. Information And Announcments Next Meeting: October 18th Adjournment If you would like to request special accommodations or alternative formats, please contact the City Clerk at 612 -782 -3313 or email city@savmn.com . People who are deaf or hard of hearing can contact us by using 711 Relay. Our Mission is to be a progressive and welcoming Village that is walkable, sustainable and safe. I. II. III. IV. V. A. Documents: VI. A. Documents: VII. VIII. IX. X. XI. CITY OF SAINT ANTHONY VILLAGEPLANNING COMMISSION MEETING AGENDATuesday, September 20, 2022 at 7:00 PMJoin Meeting via ZoomThere is also a dial -in option available. Members of the public who wish to attend the meeting may do so in person. Call To OrderPledge Of AllegianceRoll CallApproval Of AgendaApproval Of MinutesApproval Of PC Meeting MinutesPC 08 -16 -2022.PDFPublic HearingConditional Use Permit/PUD Chase BankSteve Grittman, City Planner, presenting.COVER MEMO.PDFPRESENTATION.PDFAPPLICATION AND SUPPORTING MATERIALS.PDFCHASE BANK CUP DRAFT RESOLUTION.PDFPUBLIC HEARING NOTICE CHASE BANK.PDFStaff ReportsOther Business Community Forum Individuals may address the Planning Commission about any City business item not included on the regular agenda. Speakers are requested to come to the podium, sign their name and address on the form at the podium, state their name and address for the Clerk ’s record, and limit their remarks to five minutes. Generally, the Planning Commission will not take official action on items discussed at this time, but may typically refer the matter to staff for a future report or direct the matter to be scheduled on an upcoming agenda. Information And Announcments Next Meeting: October 18th Adjournment If you would like to request special accommodations or alternative formats, please contact the City Clerk at 612 -782 -3313 or email city@savmn.com . People who are deaf or hard of hearing can contact us by using 711 Relay. Our Mission is to be a progressive and welcoming Village that is walkable, sustainable and safe. I.II.III.IV.V.A.Documents:VI.A.Documents:VII.VIII. IX. X. XI. 1 CITY OF ST. ANTHONY 2 PLANNING COMMISSION MEETING 3 AUGUST 16, 2022 4 7:00 p.m. 5 6 CALL TO ORDER. 7 8 Chair Socha called the meeting to order at 7:00 p.m. 9 10 PLEDGE OF ALLEGIANCE. 11 12 Chair Socha invited the Commission and the audience to join her in the Pledge of Allegiance. 13 14 ROLL CALL. 15 16 Commissioners Present:Chair Socha, Commissioners Erickson, Gaveske, Hendrickson 17 (arrived at 7:03), Kuykendall, Morita and Rude. 18 19 Absent:None 20 21 Also Present: City Planner Stephen Grittman and City Manager Charlie Yunker. 22 23 24 I.APPROVAL OF THE AUGUST 16, 2022 PLANNING COMMISSION MEETING 25 AGENDA. 26 27 Motion by Commissioner Erickson, seconded by Commissioner Morita, to approve the 28 August 16, 2022, Regular Planning Commission Meeting Agenda. 29 30 Motion carried 7-0. 31 32 33 II.APPROVAL OF THE JULY 19, 2022, REGULAR PLANNING COMMISSION 34 MEETING MINUTES. 35 36 Motion by Commissioner Morita, seconded by Commissioner Erickson, to approve the July 37 19, 2022, Regular Planning Commission Meeting Minutes. 38 39 Motion carried 7-0. 40 41 III.PUBLIC HEARING. 42 A.43 Code Amendments – Animals, Natural Landscape, Right of Way Management 44 and Fences 45 46 Chair Socha opened the public hearing at 7:04 p.m. 47 48 Planning Commission Regular Meeting Minutes August 16, 2022 Page 2 1 Mr. Grittman reviewed a proposed amendment to the Zoning Ordinance and City Code to 2 address a series of inconsistencies that have been identified by the City’s Code Committee. 3 These changes are related to animals, natural landscapes, fences, use of public right of way, 4 and regulation of bus benches. 5 6 Mr. Grittman stated concerns have been raised regarding the feeding of wild animals, and a 7 new section is proposed that would provide definitions for farm animals, domestic animals, 8 and wild animals. The proposed language has been borrowed from other local communities, 9 primarily Roseville and Shoreview, to provide descriptions of these categories. The City’s 10 Code Enforcement Officer has done significant research on this issue. 11 12 Mr. Grittman stated the intent is to avoid nuisance and potential attraction of problematic 13 animals, and exemptions for specific governmental activities. 14 15 Commissioner Rude asked whether residents will need a permit to keep bees. Mr. Grittman 16 stated bees fall under the same category as chickens and would require City Council approval. 17 He added bees are allowed in some communities. He noted bees are currently in the 18 prohibited farm animal category, but that can be amended. 19 20 Chair Socha stated keeping of chickens is popular and on the rise. She added it seems 21 onerous for every chicken request to go to the City Council and could be an administrative 22 item for review by City Staff, unless there is an objection from a neighbor. 23 24 Mr. Gittman stated chicken permits are addressed on the City Council’s Consent Agenda, as 25 the City Council likes to know what is going on in the community. He added, however, 26 similar items may not necessarily require City Council approval. 27 28 Commissioner Kuykendall asked how exotic animals are classified. Mr. Grittman stated they 29 are classified as wild animals. 30 31 Commissioner Erickson stated keeping of chickens is a relatively new practice, and City 32 Council approval seems appropriate. Commissioner Rude agreed. 33 34 Commissioner Erickson requested clarification regarding where chicken allowances are 35 located. Mr. Grittman confirmed that is under Section 91.56. 36 37 Commissioner Rude stated, under 91.56, under the conclusion of “Fowl”, the interpreting 38 statutes are out of place. Mr. Grittman agreed to address that issue. 39 40 Chair Socha stated the City Council could be given the opportunity to delegate approval to 41 City Staff. Commissioner Morita stated that would assume there is an issue with having the 42 permit addressed by City Council. Chair Socha agreed. 43 44 Commissioner Rude stated, with regard to 91.57, Feeding, some people feed squirrels, and 45 that is not allowed under Statute. He added he would support leaving it the way it us. 46 Commissioner Morita agreed. Planning Commission Regular Meeting Minutes August 16, 2022 Page 3 1 2 Mr. Grittman stated, under Gardens, the deletion of “not encroach on other property or right 3 of way” is proposed, as well as a setback of 3 feet from a neighboring property. The proposed 4 list of acceptable landscape coverage is proposed to be amended to include rock, wood, 5 mulch, other decorative materials. 6 7 Commissioner Rude stated it would be helpful to add a comment related to prohibiting the use 8 of impervious surface underneath landscape rock, to make people think more about it. 9 Commissioner Morita stated that is a good idea but asked whether it is enforceable. 10 Commissioner Rude stated it would be a good way to bring it to people’s attention. 11 12 There were no objections from the Commissioners. 13 14 Mr. Grittman stated the Planning Commission reviewed Fences last month and forwarded a 15 recommendation to the City Council regarding an amendment to City Code related to 16 allowable fence height of 7 feet. The City Council tabled action on this item pending further 17 consideration. 18 19 Mr. Grittman stated the Building Code no longer addresses fences that are 7 feet or less in 20 height, and a building permit is not required. He added it is unclear how to address whether a 21 survey is required. He noted both a survey and affidavit are currently required. 22 23 Mr. Grittman stated City Staff recommends that applicants requesting a fence permit are 24 responsible for ensuring that the fence is on their property, and that the process of requesting a 25 permit indicates their agreement with that stipulation. The City has the authority to mark the 26 line by survey but would not normally make that requirement as it is onerous. 27 28 Mr. Grittman stated language is proposed to be deleted related to the location of fence to 29 abutting property. 30 31 Mr. Grittman stated the City Council did not adopt the proposed allowable 7-foot fence 32 height, which would include panels but measured at the post, including post caps. The City 33 Council will continue to review that issue. 34 35 Mr. Grittman stated City Staff proposes, under Materials, that welded wire fences, or “non 36 prefabricated wire panels” should be prohibited. He added this is the type of fence you would 37 see in an agricultural area. He noted some welded wire fences are framed in wood and can be 38 attractive. 39 40 Mr. Grittman stated a reference to posts and fillings was deleted, as fences must be 41 constructed to be structurally sound as a general standard. 42 43 Mr. Grittman stated Item D – New or Like New Materials has been added to assist the Zoning 44 Administrator determine whether proposed materials meet requirements. Applicants can 45 appeal this decision. 46 Planning Commission Regular Meeting Minutes August 16, 2022 Page 4 1 Mr. Grittman stated the addition of “outward toward adjoining property or right of way” was 2 added to “appearance of fence”, to provide additional clarification. 3 4 Mr. Grittman stated, under Item H, the following addition is proposed: “Property owners 5 should select maintenance free materials”. He added this amendment clarifies that a fence 6 which requires maintenance must be accessible, which can be problematic for neighbors. 7 8 Mr. Grittman stated, with regard to temporary fencing, restrictive language is proposed to be 9 added as it is not currently regulated. 10 11 Mr. Grittman stated City Staff feels that the proposed amendments are appropriate to clarify 12 specific issues and notify property owners regarding the City’s expectations. 13 14 Commissioner Morita asked whether the Commission should discuss the issue tabled by the 15 City Council, highlighted in yellow. Mr. Grittman confirmed this would be the opportunity 16 for Commissioners to make comments about this issue. 17 18 Chair Socha stated it is not easy to define what is flat vs. what is graded. Mr. Grittman stated 19 sections of the fence Code could be identified as flat, uneven or sloped, although that seems 20 burdensome. He added some Councilmembers expressed concern about the additional foot of 21 height. 22 23 Commissioner Morita stated ornamental fence caps that exceed 6 feet could be allowed on 24 sloped areas. Chair Socha stated a relatively simple way to resolve this would be to say 6.5 25 feet for the fence but up to 7 feet for post caps and fence posts. Commissioner Erickson 26 agreed that sounds like a good compromise. 27 28 Commissioner Rude agreed. He added slopes should be defined, and fences should follow the 29 contour. 30 31 Mr. Grittman stated that would mean deleting the measurement at the post, which would be 32 imposing a standard. 33 34 Commissioner Rude asked whether 7-foot posts would require a permitting process if posts 35 are no higher than 6.5 feet. Mr. Grittman confirmed that fence posts that are higher than 7 36 feet would require a permit. 37 38 Commissioner Rude stated, under Section 150.072, fifth line, “building permit” should be 39 changed to “zoning permit”. Mr. Grittman agreed. 40 41 Commissioner Rude stated a survey may not be required, but the applicant should find 42 property markers and refer to the plat. He added this section could read “at the discretion of 43 the City and adjacent property owner”. 44 45 Chair Socha stated the Code as proposed puts the onus on the permit applicant, but this does 46 not address enforcement. Planning Commission Regular Meeting Minutes August 16, 2022 Page 5 1 2 Commissioner Kuykendall expressed concern that the survey documentation could be costly 3 for the neighbor, as opposed to the fence builder. Commissioner Morita agreed that a survey 4 requirement would increase the cost by 2-3 times. He asked whether there are ways to protect 5 neighbors from irresponsible fence builders. 6 7 Mr. Grittman stated one community requires the permit applicant to mark the property line 7 8 days prior to construction. He added if the neighbor objects, they can request that City Staff 9 hold the permit until the property line can be confirmed. He noted the City does not want to 10 be in the position of arbitrating where property lines are located. 11 12 Commissioner Kuykendall stated he supports having the property line drawn 7 days prior, as 13 it makes sense to give notice so that a conversation can happen. 14 15 Chair Socha stated she is leaning towards not requiring a survey because of the cost, and it 16 does not seem to be an ongoing problem in the City. She added she has no objection to 17 having the property line drawn 7 days in advance. She noted the applicant could provide 18 neighboring addresses as part of the permit process, and City Staff could send out a notice to 19 adjoining properties. 20 21 Commissioner Erickson stated there is often tension when someone puts up a fence. He 22 added the neighbor should have a say in the matter. He noted, if a permit is required of the 23 applicant, that could affect their rights to build a fence on their property. He asked how other 24 notifications are handled. 25 26 Mr. Grittman stated notifications are sent by City Staff in the mail to adjacent properties as 27 identified by Staff through GIS mapping. 28 29 Commissioner Kuykendall stated sending out notices is one step further than he would 30 support going. 31 32 Chair Socha stated she supports notice from City Staff when the permit is pulled, because it 33 can be done in advance, and the neighbor can look for the property line. 34 35 Chair Socha called for an informal vote from the Commissioners. 36 37 Commissioner Kuykendall supported marking the property line only. All the remaining 38 Commissioners supported marking the property line and providing notice to adjacent 39 properties. 40 41 Chair Socha requested that City Staff draft language to propose to the City Council for 42 Section 150.072. 43 44 Mr. Grittman stated Commissioner Rude had asked whether a registered surveyor should be 45 required, or some other form of registered proof of the property line. 46 Planning Commission Regular Meeting Minutes August 16, 2022 Page 6 1 Chair Socha stated that requirement would restrict property owner’s rights regarding what 2 they do on their own land. 3 4 Commissioner Erickson stated, with regard to fence materials, the intent should be for every 5 straight length of fence to have no more than 2 materials, and ideally only one material. 6 7 Commissioner Rude stated an attractive fence could be made of multiple materials. He added 8 maybe the style of fence should be stipulated. 9 10 Commissioner Morita stated these concerns are addressed in earlier sections. 11 12 Commissioner Rude stated the change in Item E stating “outward toward adjoining property” 13 should also be changed in Item F. Mr. Grittman agreed. 14 15 Commissioner Rude asked whether maintenance should be defined in Item H, with regard to 16 peeling paint, stain or broken fence components. Chair Socha stated she believes fence 17 maintenance is self-defining. Commissioner Morita agreed, adding it would be necessary to 18 specify every possible maintenance issue. 19 20 There was consensus from the Planning Commission to leave the language as is and not 21 include a list of fence maintenance issues. 22 23 Chair Socha requested the following correction in Item D: remove “is” before “granted”. Mr. 24 Grittman agreed. 25 26 Commissioner Rude stated, with regard to wire fencing, the term “framed welded wire” could 27 be added, as wire is sometimes framed by wood. Mr. Grittman agreed, adding the section 28 could read “prefabricated, framed or similar”. 29 30 Mr. Grittman stated, with regard to the blowing of snow and debris onto public roads and 31 sidewalks, the Code Enforcement Officer has requested consideration of the addition of Code 32 regulations. 33 34 Commissioner Rude stated lawn chemicals and fertilizers should also be prohibited in 35 roadways and on sidewalks. He added Sections 94.15 and 96.02 should both state “grass 36 clippings” to be consistent. 37 38 Mr. Grittman stated City Staff have noticed that privately placed bus benches are not being 39 maintained. He added these benches are placed by private entrepreneurs who sell advertising 40 primarily on County roads, and the benches are not regulated by the either County. He noted 41 the benches are a good service for bus riders, but they are not maintained and could become 42 hazardous. 43 44 Mr. Grittman stated the Code Enforcement Officer did extensive research on this issue, and 45 there are 1-2 major bus bench owners in St. Anthony, as well as one bench that is owned by Planning Commission Regular Meeting Minutes August 16, 2022 Page 7 1 an individual. He added the intent of this section is to create protocol for licensing the bench 2 and assigns liability for maintenance to the bench owner. 3 4 Mr. Grittman stated City Staff contacted the bus bench owners who indicated that they have 5 access to liability insurance as well as bench maintenance programs. He added other 6 communities have licensing requirements that allow the city to monitor the benches and create 7 standards. He noted this is a general City Code issue related to use of right of way. 8 9 Commissioner Hendrickson asked whether the proposed language would adversely affect 10 Metro Transit’s Title 6 plan. She added Title 6 is a Metro Transit initiative that designates 11 equitable distribution of benches. Mr. Grittman stated City Staff contacted Metro Transit 12 about this issue, but they stated they do not license or regulate the benches. 13 14 Commissioner Rude stated his preference would be to have no advertising on bus benches. 15 He added they may be allowed in commercial districts, but not residential districts. 16 17 Mr. Grittman stated the benches would be probably removed if advertising is not allowed. He 18 added there is a public service aspect to the benches that would be missed. 19 20 Commissioner Hendrickson stated the benches are in the public right of way. 21 22 Commissioner Rude stated there should be no commercial advertising on City property. He 23 added the City has other benches that are donated by people that have commemorative 24 plaques. 25 26 Chair Socha stated she was surprised to hear that it is standard practice for these types of 27 benches to be privately owned. 28 29 Commissioner Morita stated the issue is whether to retroactively require that the bench 30 owners maintain their existing benches. He added this includes regulations, application 31 process and guidelines for maintenance. He noted eliminating advertising on benches is a 32 different issue, and he disagrees with addressing that at this time. 33 34 Commissioner Hendrickson stated the removal of litter, snow and ice seems to be an issue that 35 would fall on the right of way owner, and not the bench owner. 36 37 Chair Socha stated the elimination of benches warrants more discussion from the 38 Commission. She added Commissioner Rude’s points are well taken, as the benches do not 39 add anything aesthetically. She noted existing benches could be grandfathered in and 40 regulated. 41 42 Commissioner Erickson asked whether the counties do any sort of tracking or regulation of 43 these benches. Mr. Grittman stated neither County licenses nor regulates the benches. Most 44 of the benches are located in County right of ways. 45 46 Commissioner Erickson stated he supports permitting of benches with regulations. Planning Commission Regular Meeting Minutes August 16, 2022 Page 8 1 2 Commissioner Rude stated he supports permitting but no advertising. 3 4 Mr. Grittman stated some communities do not allow advertising, and other cities have done 5 away with the benches altogether. Benches are often donated by charitable organizations. He 6 added it is probable that all the benches will not be replaced if they are eliminated. 7 8 Chair Socha stated there is a public need to have the benches. She added, if they are 9 eliminated, a commitment from the City Council to fund more benches could be considered, 10 although that is beyond the purview of the Planning Commission. She noted she would 11 support a review of potential regulations, but with notification to the City Council that the 12 Planning Commission has discussed eliminating advertising signage on bus benches. The 13 Commission agreed. 14 15 Commissioner Rude stated the benches are basically billboards. He added he would like to 16 get more information regarding what other communities have done, including how they limit 17 advertising, where benches are allowed, and other requirements. 18 19 Commissioner Hendrickson stated other benches are supplemental and not required, but they 20 are beneficial to the community. She agreed they would look better without advertising. 21 Chair Socha agreed. 22 23 Chair Socha stated the Planning Commission could vote to table this issue pending further 24 information and forward the proposed language changes to the City Council along with a 25 review of the Planning Commission’s discussion. 26 27 There was consensus from the Planning Commissioners to advance the discussion to the City 28 Council with the precursor of the Planning Commission’s discussion. 29 30 Commissioner Hendrickson stated, under Section I, maintenance related to the structure itself 31 makes sense. However, removal of litter, snow and ice should fall on the owner of the right- 32 of-way, and not the owner of the bench. 33 34 Mr. Grittman stated the City would be ensuring that the bench owner is taking care of 35 maintenance of the bench, including accessibility and cleanliness, and that it does not become 36 a burden to City maintenance crews. 37 38 Commissioner Morita asked whether the proposed language is standard, so that bench owners 39 are familiar with it. Mr. Grittman confirmed the language was taken from a few different 40 cities. 41 42 Chair Socha stated Section 96.38b, Item 5, should read “hold harmless and indemnity 43 agreement”, to provide adequate protection for the City. The Commissioners agreed. 44 Planning Commission Regular Meeting Minutes August 16, 2022 Page 9 1 Commissioner Rude requested clarification regarding prohibited signs and off-premises signs. 2 Mr. Grittman stated billboards, which are off-premises signs, are not currently allowed, which 3 is a standard expectation. Bus bench signs would be exempted from that prohibition. 4 5 Commissioner Rude stated the goal should be to create nice public spaces rather than having 6 commercial signs to help pay for a public system. 7 8 Commissioner Kuykendall stated General Liability should read “a minimum of A rating”, to 9 include A+ ratings, for liability insurance. The Commissioners agreed. 10 11 Chair Socha noted there were no members of the public present and no online attendees. 12 13 Chair Socha closed the public hearing 8:56 p.m. 14 15 IV.STAFF REPORTS 16 17 Mr. Grittman stated the Planning Commission’s September meeting will include a public hearing and 18 discussion regarding R-1 standards in Ordinance form. 19 20 Commissioner Morita requested a motion regarding the previously discussed amendment. 21 22 Motion by Commissioner Morita, seconded by Commissioner Erickson, to recommend the Code 23 amendments as discussed by the Commissioners to the City Council. 24 25 Motion carried 7-0. 26 27 Commissioner Rude thanked Mr. Grittman for sending out informational articles. 28 29 V.OTHER BUSINESS - NONE. 30 31 VI.COMMUNITY FORUM. 32 33 No one appeared to address the Planning Commission. 34 35 VII.INFORMATION AND ANNOUNCEMENTS. 36 37 The next Planning Commission Meeting will be held on September 20, 2022 38 39 VIII. ADJOURNMENT. 40 41 Motion by Commissioner Morita, seconded by Commissioner Erickson, to adjourn the 42 meeting at 9:04 p.m. 43 Motion carried 7-0. 44 Respectfully submitted, 45 Mary Mullen 46 TimeSaver Off Site Secretarial, Inc. MEMORANDUM To:St. Anthony Village Planning Commission From:Stephen Grittman, City Planner Date:Planning Commission Meeting – September 20, 2021 NAC Project No.323.01 – 21.07 Request:Request for a Conditional Use Permit for an amendment to a Planned Unit Development for a new Bank building with Drive Through Facility Property Address: 3800 Silver Lake Road Property PID:31-30-23-34-0017 PROJECT DESCRIPTION The Applicants are the owners of the property, representing Chase Bank as a new construction tenant. The project involves amending a PUD zoning district to accommodate a new banking facility with a Drive-Through facility. The developer proposes to construct a new bank facility on a portion of the former Walmart parking lot, now an empty space in front of the “Ruby” multi-family residential building. The building is a 3,308 square foot structure that would sit on the south half of what is currently a vacant parcel. The applicant proposed to remove the existing asphalt and concrete on that portion of the site – the plans indicate that the northerly portion of the site would be subject to the property owner’s separate work. Banking and other financial institutions are permitted uses in the Commercial District generally, and in the Silver Lake PUD specifically. The drive-through facility requires a separate Conditional Use Permit. As such, the request for a Conditional Use incorporates an amendment to the Silver Lake PUD District. In this case, the drive-through facility serves an ATM, and there is no drive-through teller window. To be noted is that the project construction limits relate to the south portion of the existing parcel. No subdivision is being proposed at this time, and the northerly portion of the site has no specific plans for modification as a part of this request. STAFF RECOMMENDATION Staff has reviewed the project for land use compliance with the intent and policies of the City’s Comprehensive Plan, and for zoning consistency with the C, Commercial District as a baseline. September 20, 2022 Page 2 In summary, the Comprehensive Plan promotes use of the subject properties that reflect the proposed commercial uses in the area. The proposed Conditional Use Permit PUD meets the requirements of the Zoning Ordinance for the baseline district zoning standards. There are no areas requested for PUD flexibility. As such, planning staff recommends approval of the Conditional Use Permit to amend the Silver Lake PUD district as proposed for the banking facility with a drive-through window and lane. GENERAL INFORMATION Applicant:Sterling Organization for Chase Bank Owner:Sterling Organization Location:3800 Silver Lake Roade; Existing Land Uses Vacant Parking Lot Zoning:C, Commercial Deadline for Agency Application Complete Date: August 18, 2022 Action:60 Days: October 17, 2022 Letter Sent:NA 120 Days:December 16, 2022 1.Background Project Description. The applicants are seeking a Conditional Use Permit to amend the Silver Lake PUD through the construction of a financial institution with a drive-through facility on a portion of the former Walmart parking lot. The site location is just south of the existing Holiday station, adjoining the entrance drive to the Ruby apartments and the Starbucks coffee shop. The use is consistent with both the Comprehensive Plan’s land use direction, as well as with the intent of the relevant zoning, which would be “C”, Commercial for the business areas of the Silver Lake PUD District. For commercial property, drive-through facilities add a Conditional Use Permit requirements for what would otherwise be permitted uses. The facility is proposed to occupy the south ____ of the ____acre site. The northly portion would be reserved for future development. September 20, 2022 Page 3 2.Analysis Site Plan Review Summary Proposed Bank Facility - 3800 Silver Lake Road The new bank building would be approximately 3,803 square feet. The site currently has no direct access to Silver Lake Road, and would take its access from an internal private street in the Silver Lake PUD. The applicants will need to confirm access permission for the subject property, which previously had been utilized as parking for the former Walmart facility. Moreover, when the northerly portion of the site is ready for development, a plat and revised access easements may be required as a part of those land use applications. Circulation, Access, and Parking. Traffic entering the site would have access to parking along the front entry portion of the building, as well as parking along the east (front) of the lot. This southerly access point would also serve the drive-through lane that loops to the ATM window on the west side of the building. A total of 31 parking spaces serve the building, a ratio of one space per 123 square feet gross. The zoning ordinance requires at least one space per 300 square feet. The proposal is easily consistent with this aspect of the code. The drive-through gains its access from this southerly driveway. The drive-through appears to have stacking space for as many as six to seven vehicles, with a “by-pass” lane for vehicles that decide to leave the queue. For ATM-only service, this stacking amount should easily serve peak use of the facility. The bank also includes a walk-up vestibule with additional ATM services as a part of the main banking lobby. September 20, 2022 Page 4 A second access drive is shown north of the building, connecting the private street to the north portion of the bank driveway. In the northeast corner of the site, an internal driveway connection would be made to the future development on the north portion of the subject parcel. As noted, driveway easements would be required to ensure that all parcels have continued access throughout the PUD area. Building Materials. Building Materials area combination of primarily brick, glass, and cast stone with metal panel accents. The building itself would be as high as 22 feet to the top of the highest parapet, well under the maximum 35 foot building height. No issues with materials or general design are evident. Signage. No signage information has been included with the permit request. It should be noted that under the general sign requirements, each freestanding business location is permitted to have two signs, with total area based on the code requirements applied to the site in question. Separate sign permitting will be a requirement for identification on the building. Landscaping. The landscaping plan illustrates a fairly well landscaped site. Additional overstory tree planting is shown along the west boundary adjoining the private street, and the remainder of the site includes a variety of ornamental trees, shrubs, perennial plantings, and lawn. The limits of construction appear to retain a row of existing trees along the common PUD driveway along the south boundary of the site. Trash Enclosure. The site plan also includes a detached trash enclosure facility in the southwest corner of the site. The drawings appear to suggest bollard protection of the enclosure, but details, materials, and other aspects of the enclosure are not identified. The enclosure should be constructed of materials that reflect those used in the principal building. Submission of plans verifying this requirement will be a condition of CUP approval. 3.Criteria for and Consistency with Criteria for PUD Approval. Title XV Land Usage, Chapter 152 Zoning Code, Section §152.209. SUMMARY AND STAFF/PLANNING COMMISSION RECOMMENDATIONS Conditional Use Permit for an Amendment to the Silver Lake PUD - Staff recommends approval with the following conditions: 1.The applicant provides signage details consistent with the City’s sign ordinance for separate permitting. 2.Access easements are updated as necessary to ensure access and cross use of common private streets in the PUD. 3.The applicant provides plans for the proposed trash enclosure verifying consistency of materials between the enclosure and the principal building. September 20, 2022 Page 5 4.Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 5.Consideration of comments of other City Staff. This recommendation is based on a finding that the proposal, with the conditions cited, is consistent with the requirements for Conditional Use Permit and PUD consideration, with the long-term objectives of the recommendations and policies of the St. Anthony Comprehensive Plan. ATTACHMENTS Exhibit A:Location map Exhibit B:Application and Supporting Material Exhibit C: Draft resolution 9/15/2022 1 PLANNING COMMISSION SEPTEMBER 20, 2022 3800 Silver Lake Road Sterling – Chase Bank Conditional Use Permit for an amendment to the Silver Lake PUD 3800 SILVER LAKE ROAD- ZONING 9/15/2022 2 CHASE BANK - CUP SITE AND LANDSCAPE PLAN BANK BUILDING ELEVATIONS 9/15/2022 3 CONDITIONAL USE PERMIT/PUD– RECOMMENDED CONDITIONS 1. The applicant provides signage details consistent with the City’s sign ordinance for  separate permitting. 2. Access easements are updated as necessary to ensure access and cross use of common  private streets in the PUD. 3. The applicant provides plans for the proposed trash enclosure verifying consistency of  materials between the enclosure and the principal building.  4. Issues related to grading, drainage and utilities shall be subject to comment and  recommendation by the City Engineer. 5. Consideration of comments of other City Staff. 07/28/2022 40" 54X19 36x60 54X19 36x60 54X19 36x60 36x72 PRIVACY WALL, TYP.COINCARTCOMMUNITY WALL 34" H. 78'-11 3/4" LED COVE TRAY. 57"x30"6'-3" HOLD54X19 36x60 ATM FUT. ATM FUT. ATM 3 60"x19" CREDENZA 2AFLAO30" H.2APMOTORIZED SCRIM MOTORIZED SCRIM CASHCHESTSOLUTION #7 - 32" KEY BOX ATM KEY MINI-SPLIT DRT 34X72 TCC LG. BIN 57"x30"6'-3" HOLD40"40"ATM 2 57"x30"6'-3" HOLDBOOTH 5 24 HR. TRANSACTION VESTIBULE EQUIP./ CASH RM. LOBBY DATA M.T. PCS 7 CONF./ PCS 6 BOOTH 4 BOOTH 3 PCS 1 PCS 2 PCS 8 ATMTHIN SURROUND134" H.AHDPRINT / FILE 34" H.FECLG. BINMFD'S5CMICR41" H.AT30" H.12AP40"SPLITDAYSAFE34" H. REST ROOM REST ROOM PARKING LIVING ROOM MSTCR 1 AST BRG 2 MOTORIZED SCRIM MOTORIZED SCRIM ATM RM MALL ACCESS DR SILVER LAKE ROADJAN.40"34" H.BULLETIN BD.COATSF.D.ELEC. PNL.48" I KJ 3 1 4 7 GDC 9 B 11 A E F H 2 5 6 8 10 SCALE: 1 4" = 1'-0" BC 0 15' RETAILREALESTATERETAILREALESTATE RETAILREALESTATE 5' RETAILREALESTATERETAILREALESTATERETAILREALESTATE RETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATE 10' RETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATERETAILREALESTATE 200 South Michigan Avenue Chicago, IL 60604 The Architects Partnership, LTD t: 312.583.9800 f: 312.583.9890 FLOOR PLAN TAP Project Number: 21091 05.06.2022ST.ANTHONY, MN SILVER LAKE RD. & 39TH AVE. PROPOSED FFE=968.1 3,308 S.F. 7 13 11 DO NOT ENTER T PREPARED FORSITE PLANC400CHASE BANK - SILVERLAKE RD & 39TH AVETHE ARCHITECTSPARTNERSHIPST. ANTHONYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.05/02/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009402905/02/2022AS SHOWNSJSSJSBMWThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\THE ARCHITECTS PARTNERSHIP\St. Anthony, MN - Chase Bank\3 Design\CAD\Exhibits\2022-0513 Vehicle Turning.dwg May 13, 2022 - 12:43pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTH This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\the architects partnership\st. anthony, mn - chase bank\3 Design\CAD\plansheets\C0-COVER SHEET.dwg May 13, 2022 - 12:50pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCOVER SHEETC000CHASE BANK - SILVERLAKE RD & 39TH AVETHE ARCHITECTSPARTNERSHIPST. ANTHONYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.05/02/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009402905/02/2022AS SHOWNSJSSJSBMWNORTH VICINITY N.T.S. SITE ST. ANTHONY, RAMSEY COUNTY, MN 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22x34 SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: GEOTECHNICAL ENGINEER ELEMANT 662 CROMWELL AVE ST PAUL, MN 55114 TELEPHONE: (651) 645-3601 FAX: (651) 659-7348 CONTACT: MARK STRAIGHT, P.E. PROJECT TEAM: SURVEYOR EGAN, FIELD & NOWAK, INC. 475 OLD HIGHWAY 8 NW, SUITE 200 NEW BRIGHTON, MN 55112 TELEPHONE: (612) 466-3300 CONTACT: ERIC A. ROESER ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN, P.E./ RYAN HYLLESTED, PLA 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 OWNER / DEVELOPER THE ARCHITECTS PARTNERSHIP 200 SOUTH MICHIGAN AVENUE, SUITE 1020 CHICAGO, IL 60604 TELEPHONE: (312) 583-9800 FAX: TERRON WRIGHT CHASE BANK - SILVER LAKE RD & 39TH AVE S31, T30N, R23W FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call SITE BENCHMARKS: (LOCATIONS SHOWN ON SURVEY) SBM #1 E.F.N. CONTROL POINT NO. 60. NORTHEAST CORNER OF SITE. ELEVATION=965.61 BENCHMARKS 37TH AVE NESILVER LAKE RD NESheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C200 DEMO & EROSION CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C400 SITE PLAN C500 GRADING PLAN C600 UTILITY PLAN L100 LANDSCAPE PLAN L101 LANDSCAPE SCHEDULE L102 LANDSCAPE DETAILS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\the architects partnership\st. anthony, mn - chase bank\3 Design\CAD\plansheets\C1-GENERAL NOTES.dwg May 13, 2022 - 12:50pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGENERAL NOTESC100CHASE BANK - SILVERLAKE RD & 39TH AVETHE ARCHITECTSPARTNERSHIPST. ANTHONYMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009402905/02/2022AS SHOWNSJSSJSBMWGENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 13.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. TYPICAL OWNER/ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: - PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES 3RD PARTY TEST REPORTS REQ'D TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: - DENSITY TEST REPORTS - BACTERIOLOGICAL TESTS OF WATER SYSTEM - PRESSURE TEST OF WATER/SEWER - LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS - ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MN/DOT SPECIFICATION. 17.ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF ST. ANTHONY AND MN/DOT SPECIFICATIONS. 18.SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 26.CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE. 13.ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15.EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT. 16.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF ST. ANTHONY ENGINEERING DIVISION. 17.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 2.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3.THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5.ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. ITEM 23 ITEM 23ITEM 23S I L V E R L A K E R O A D N O R T H E A S TITEM 20 ITEM 20ITEM 20ITEM 23 9659659639649669669659659629629639649659659619629639639649609 6 5 9659659659619 6 2962 962963963963964960965965965965958958959961962962962963963964964965965965962962 9 6 2963963963964966 965965965965963963 9639649649659659 6 59659639649669661.9 % 2. 8 % 1.7% 2. 0 % 2 . 5% 23. 7 %4.4%1.1%2.4% EXISTING HYDRANT TO REMAIN, PROTECT IN PLACE EXISTING SANITARY SEWER TO REMAIN, PROTECT IN PLACE EXISTING STORM SEWER TO BE REPLACED BASED ON PROPOSED GRADE LANDLORD TO COORDINATE DEMO FOR FUTURE PAD PAVEMENT MARKING TO BE REMOVED EXISTING ASPHALT PAVEMENT TO BE REMOVED EXISTING ASPHALT PAVEMENT TO BE REMOVED EXISTING TREE TO BE REMOVED, TYP. EXISTING CURB TO BE REMOVED, TYP. EXISTING TREE TO REMAIN, PROTECT IN PLACE. EXISTING STREET LIGHT TO REMAIN, PROTECT IN PLACE SAWCUT, TYP. CONSTRUCTION ENTRANCE CONSTRUCTION FENCE CONSTRUCTION FENCE CLEARING AND GRUBBING EXISTING STRUCTURE TO REMAIN, PROTECT IN PLACE EXISTING MONUMENT SIGN TO REMAIN, PROTECT IN PLACE EXISTING SIGN TO REMAIN, PROTECT IN PLACE EXISTING STORM SEWER TO BE REPLACED BASED ON PROPOSED GRADE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\the architects partnership\st. anthony, mn - chase bank\3 Design\CAD\plansheets\C2-DEMO PLAN.dwg May 13, 2022 - 12:50pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO & EROSIONCONTROL PLAN -PHASE 1C200CHASE BANK - SILVERLAKE RD & 39TH AVETHE ARCHITECTSPARTNERSHIPST. ANTHONYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.05/02/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009402905/02/2022AS SHOWNSJSSJSBMW1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH ST. ANTHONY, RAMSEY COUNTY AND MN/DOT. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF ST. ANTHONY DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS. 16.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES NORTH LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE LANDLORD TO REMOVE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. 5.PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7.TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF ST. ANTHONY GRADING PERMIT. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLLEROSION CONTROL BLANKET PROPOSED FFE=968.1 3,308 S.F. 7 13 11 T963 964 964 9649639639639649649649649649639 6 4 964 9649659659619629639649659659659659629639639 6 3 963963964964964965965965965963963963964964966966965 965963964 966966CONSTRUCTION ENTRANCE SILT FENCE BIOROLL LIMIT OF CONSTRUCTION LIMIT OF CONSTRUCTION LIMIT OF CONSTRUCTION CONSTRUCTION FENCE CONSTRUCTION FENCE CONSTRUCTION FENCE SILT FENCE CONSTRUCTION FENCE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\the architects partnership\st. anthony, mn - chase bank\3 Design\CAD\plansheets\C3-EROS PH2 PLAN.dwg May 13, 2022 - 12:51pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C301CHASE BANK - SILVERLAKE RD & 39TH AVETHE ARCHITECTSPARTNERSHIPST. ANTHONYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.05/02/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009402905/02/2022AS SHOWNSJSSJSBMWNORTH EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PREPARE SITE FOR PAVING. 6.PAVE SITE AND INSTALL STRIPING. 7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9.OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 1.REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET PROPOSED FFE=968.1 3,308 S.F. 7 13 11 DO NOT ENTER T R18.0' R17.0' R10.0' R3.0' R3.0' R3.0' R10.0'19.0'24.0'19.0'9.0' 19.0'24.0' 9.0' 12.0' 12.0' R25.0' R25.0' R10.0'24.0'R5.0' R3.0' R8.0' R7.0' R10.0' R8.0' R10.0' A A A A C C C D E E F F G G H H H H I I I I I I K L L L L L L L L L M M MNN NN M O O O P Q S S T TT U S V W 35' BUILDING SETBACK 10' PARKING SETBACK 35' BUILDING SETBACK 10' PARKING SETBACK 10' BUILDING SETBACK 7.3'4.0'5.0'5.0'3.0'3.0'5.1'7.2'4.9'9.0'15.0'10.0'13.0' 5.0' SANITARY SEWER EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT UTILITY EASEMENT 7.3'R8.0' R3.0' R8.0' 12.0' R BB J K PREPARED FORSITE PLANC400CHASE BANK - SILVERLAKE RD & 39TH AVETHE ARCHITECTSPARTNERSHIPST. ANTHONYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.05/02/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009402905/02/2022AS SHOWNSJSSJSBMWBUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 31,919 SF (0.73 AC) BUILDING AREA 3,308 SF (10% OF TOTAL PROPERTY AREA) PARKING REQUIRED PARKING 12 SPACES @ 1/300 SF PROPOSED PARKING 31 SPACES @ 9.4 RATIO ADA STALLS REQ'D / PROVIDED 2 STALLS / 2 STALLS PROPERTY SUMMARY CHASE BANK - SILVER LAKE RD & 39TH AVE TOTAL PROPERTY AREA 31,919 SF (0.73 AC) EXISTING IMPERVIOUS AREA 25,869 SF (0.59 AC) EXISTING PERVIOUS AREA 4,823 SF (0.11 AC) PROPOSED IMPERVIOUS AREA 26,294 SF (0.61 AC) PROPOSED PERVIOUS AREA 4,922 SF (0.11 AC) TOTAL DISTURBED AREA 31,216 SF (0.72 AC) ZONING SUMMARY EXISTING ZONING PUD - PLANNED UNIT DEVELOPMENT PARKING SETBACKS SIDE = 5' REAR = 10' ROAD = 10' BUILDING SETBACKS FRONT = 35' INTERIOR SIDE = 10' STREET SIDE = 35' REAR = 20' SHOPPING CENTER = N/A PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK LEGEND KEYNOTE LEGEND CONCRETE SIDEWALK, TYP. 6" CONCRETE FILLED PIPE BOLLARD CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. ACCESSIBLE CURB RAMP ACCESSIBLE PARKING SIGN MOUNTED IN BOLLARD, TYP. ACCESSIBLE PAVEMENT MARKINGS, TYP. AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT LANDSCAPE AREA - SEE LANDSCAPE PLANS TRASH ENCLOSURE CONTAINER (SEE ARCHITECTURAL PLANS FOR DETAIL) HEAVY DUTY CONCRETE PAVEMENT B612 CONCRETE CURB & GUTTER (TYP.) TRANSITION CURB FLAT CURB 4'' WIDE PAINTED SOLID LINE, TYP. 24'' WIDE STOP BAR STOP SIGN, TYP. TRANSFORMER PAD WITH BOLLARDS (FOR REFERENCE ONLY) TRAFFIC FLOW PAVEMENT MARKINGS, TYP. 'DO NOT ENTER' BAR AND SIGN ACCESSIBLE CROSSWALK HEADACHE BAR (SEE ARCHITECTURAL PLANS FOR DETAILS) BIKE RACK A B C D E F G H I J K L M N O P Q R S T U V W This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\the architects partnership\st. anthony, mn - chase bank\3 Design\CAD\plansheets\C4-SITE PLAN.dwg May 13, 2022 - 12:51pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 8' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY EGAN, FIELD & NOWAK, INC., DATED FEBRUARY 10,2022. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.TOTAL LAND AREA IS 0.73 ACRES. 9.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16.ALL PARKING STALLS TO BE 9' IN WIDTH AND 19' IN LENGTH UNLESS OTHERWISE INDICATED. NORTH FLUSH CURB PROPOSED FFE=968.1 3,308 S.F. 7 13 11 T 965965963964966966966966965965 965965963963963 964964966966965965963964964965965965962963963963963964966963964 964 9649639639639649649649649649639 6 4 60'' STRM CB-103 RE:965.74 IE:956.59 E 60'' STRM CB-102 RE:963.65 IE:956.59 W IE:956.59 S 60'' STRM CB-101 RE:963.30 IE:956.59 N IE:956.59 W 60'' STRM. CB-100 TWO (2) 6" ORIFICE IE: 957.30 BROAD-CRESTED WEIRD IE: 959.00 RE:963.14 IE:956.59 E IE:956.59 NW EXST. STRM INLET TO BE RESET TO PROPOSED GRADE AND TO PROP. CURBLINE RE:962.65 IE:956.32 SE 131 LF - 36" HDPE @ 0.00% 32 LF - 12" HDPE @ 0.86% 92 LF - 36" HDPE @ 0.00% 94 LF - 36" HDPE @ 0.00%1.20%0.00%1.20%0.00% 0.00% 0.04% 1.50% 1.49% 0.02% 0.00%1.28%1.50%0.00%1.11%1.38%0.99%0.81%0.64%2.78%1.5% 1.4% 1. 5 %1.6%2.2% 3.6%1.2%1.4 %1.50%1.57%1.00%1.20%0.00% 964.13 964.13 T/G: 964.36 T/G: 964.36 G: 963.82 G: 963.60 G: 963.93 G: 963.93 ME G: 962.75 G: 962.73 G: 962.52 G: 964.00 G:963.71 964.39 964.39 T/G: 964.67G: 964.63 964.72 964.72 965.17 965.17 965.12 G: 964.34 965.20 964.20 964.14 ME: 964.16 965.30 G: 963.66 ME G:962.99 ME G:964.59 ME T:965.09 964.48 964.48 964.48 964.48 FFE: 964.50 FFE: 964.50 964.50 964.50 G: 964.27 T: 964.31 G: 964.30 T: 964.32 G: 964.00 G: 963.53 G: 963.91 G: 963.91 ME G: 962.58 ME T:??? T: 965.06 T/G: 964.67 G: 964.63 T: 965.12 G: 963.57 ME: 964.08 G: 963.06 G: 963.75 G: 963.88 G: 963.15 G: 962.49 G: 963.82 ME G:964.07 ME T:964.57 ME G:962.75 ME T:963.25 963.99 963.91 3.57%1. 5 %1.8% 0.00%1.00%7.47%0.81%0.00%1.00%1.51%1.2 6 % 0. 5 6 %2.75%0. 3 6 % 3.79% 964.50 964.50 964.42964.42 964.00 964.00 G: 964.29 G: 964.29 964.50 963.30 963.45 963.37 963.51 963.65 963.59963.78963.58963.46 963.21 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\the architects partnership\st. anthony, mn - chase bank\3 Design\CAD\plansheets\C5-GRADING PLAN.dwg May 13, 2022 - 12:51pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC500CHASE BANK - SILVERLAKE RD & 39TH AVETHE ARCHITECTSPARTNERSHIPST. ANTHONYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.05/02/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009402905/02/2022AS SHOWNSJSSJSBMWNORTH GRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF ST. ANTHONY, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED FFE=968.1 3,308 S.F. 7 13 11 T COSS-2 RE:963.63 IE:958.11 S IE:955.08 W 29 LF - 4" PVC @ 17.57% 19 LF - 4" PVC @ 2.00% SS-1 IE:958.50 N SS-5 (CONNECT TO EXISTING MH) RE:963.36 IE:949.29 N IE:949.89 S IE:950.00 E IE:948.59 W PROPOSED WATER METER REMOTE READ LOCATION (SEE ARCH PLANS) PROPOSED ELECTRICAL METER PANEL LOCATION (SEE ARCH PLANS) PROPOSED GAS METER PANEL LOCATION (SEE ARCH PLANS) CONNECT TO EXISTING WATER MAIN CONTRACTOR TO COORDINATE WITH ELECTRIC PROVIDER FOR CONNECTION PROPOSED TRANSFORMER LOCATION CONTRACTOR TO COORDINATE WITH GAS PROVIDER FOR CONNECTION CONTRACTOR TO COORDINATE WITH TELECOM PROVIDER FOR CONNECTION This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\the architects partnership\st. anthony, mn - chase bank\3 Design\CAD\plansheets\C6-UTILITY PLAN.dwg May 13, 2022 - 12:52pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC600CHASE BANK - SILVERLAKE RD & 39TH AVETHE ARCHITECTSPARTNERSHIPST. ANTHONYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.05/02/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009402905/02/2022AS SHOWNSJSSJSBMWUTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF ST. ANTHONY AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) SOD (TYP.) A B C 1 - RSA 15 - PDS 16 - BES 9 - PWC 3 - ABH 5 - GLS 12 - PDS 8 - PDS 3 - DBH 7 - TAV 3 - ABH 10 - PWC 11 - BES 6 - PDS 6 - PWC 5 - KFG 6 - PWC 5 - KFG 6 - PWC 5 - KFG 10 - PWC 8 - PDS 8 - KFG 3 - DBH 3 - ABH 5 - ABH 15 - KFG 21 - PDS 10 - KFG 29 - BES 23 - BES 16 - KFG 5 - GVB 9 - GLS 9 - GLS 7 - GVB A A B B B B B B B B C C C 1 - ABM 1 - ABM 1 - ABM PROPOSED FFE=968.1 3,308 S.F. 7 13 11 DO NOT ENTER T ORNAMENTAL TREES CODE BOTANICAL NAME COMMON NAME RSA MALUS X 'RED SPLENDOR'RED SPLENDOR APPLE OVERSTORY TREES CODE BOTANICAL NAME COMMON NAME ABM ACER X FREEMANII 'AUTUMN BLAZE'AUTUMN BLAZE MAPLE CONIFEROUS SHRUBS CODE BOTANICAL NAME COMMON NAME GVB BUXUS X 'GREEN VELVET'GREEN VELVET BOXWOOD TAV THUJA OCCIDENTALIS 'TECHNY'TECHNY ARBORVITAE DECIDUOUS SHRUBS CODE BOTANICAL NAME COMMON NAME ABH HYDRANGEA ARBORESCENS 'ANNABELLE'ANNABELLE HYDRANGEA PLANT SCHEDULE DBH DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE GLS RHUS AROMATICA 'GRO-LOW'GRO-LOW FRAGRANT SUMAC PERENNIALS CODE BOTANICAL NAME COMMON NAME BES RUDBECKIA FULGIDA 'GOLDSTRUM'BLACK-EYED SUSAN KFG CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS PDS SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED PWC ECHINACEA X 'POW WOW WILDBERRY'POW WOW WILDBERRY CONEFLOWER LANDSCAPE REQUIREMENTS REQUIRED GROUND SIGN LANDSCAPING:GROUND SIGNS MUST BE LANDSCAPED PROVIDED GROUND SIGN LANDSCAPING:SEE PLAN This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\the architects partnership\st. anthony, mn - chase bank\3 Design\CAD\plansheets\L1-LANDSCAPE PLAN.dwg May 13, 2022 - 12:52pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL100CHASE BANK - SILVERLAKE RD & 39TH AVETHE ARCHITECTSPARTNERSHIPST. ANTHONYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED05/02/202253828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009402905/02/2022AS SHOWNRAH, BJABJARAH ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE RSA 1 MALUS X 'RED SPLENDOR'RED SPLENDOR APPLE B & B 2" CAL. OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ABM 3 ACER X FREEMANII 'AUTUMN BLAZE'AUTUMN BLAZE MAPLE B & B 2.5" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING GVB 12 BUXUS X 'GREEN VELVET'GREEN VELVET BOXWOOD #5 CONT.4` O.C. TAV 7 THUJA OCCIDENTALIS 'TECHNY'TECHNY ARBORVITAE #5 CONT.6" O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING ABH 14 HYDRANGEA ARBORESCENS 'ANNABELLE'ANNABELLE HYDRANGEA #5 CONT.4` O.C. DBH 6 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. GLS 23 RHUS AROMATICA 'GRO-LOW'GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME SPACING BES 79 RUDBECKIA FULGIDA 'GOLDSTRUM'BLACK-EYED SUSAN 18" o.c. KFG 64 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS 30" o.c. PDS 70 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED 24" o.c. PWC 47 ECHINACEA X 'POW WOW WILDBERRY'POW WOW WILDBERRY CONEFLOWER 24" o.c. PLANT SCHEDULE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\the architects partnership\st. anthony, mn - chase bank\3 Design\CAD\plansheets\L1-LANDSCAPE PLAN.DWG May 13, 2022 - 12:52pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPESCHEDULEL101CHASE BANK - SILVERLAKE RD & 39TH AVETHE ARCHITECTSPARTNERSHIPST. ANTHONYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.BRIAN M. WURDEMANXX/XX/XXXXXXXXXDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009402905/02/2022AS SHOWNRAH, BJABJABMW This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\the architects partnership\st. anthony, mn - chase bank\3 Design\CAD\plansheets\L1-LANDSCAPE DETAILS.dwg May 13, 2022 - 12:53pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILSL102CHASE BANK - SILVERLAKE RD & 39TH AVETHE ARCHITECTSPARTNERSHIPST. ANTHONYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED05/02/202253828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16009402905/02/2022AS SHOWNRAH, BJABJARAHDOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1021 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1022 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER4'MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1023 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR, OR APPROVED EQUAL. ROCK MULCH TO BE RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 45 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. LANDSCAPE NOTES CITY OF SAINT ANTHONY VILLAGE HENNEPIN COUNTY, MINNESOTA RESOLUTION 22-0xx A RESOLUTION APPROVING A REQUEST FOR A CONDITIONAL USE PERMIT FOR A FINANCIAL INSTITUTION WITH DRIVE-THROUGH IN THE SILVER LAKE PUD ZONING DISTRICT WHEREAS, the City of St. Anthony Village received a request from Sterling Organization on behalf of Chase Bank for financial institution with drive through at 3800 Silver Lake Road; and WHEREAS, the property consists of approximately 1.2 acres and is located in the Silver Lake PUD district; and WHEREAS, the subject parcel is currently vacant, with an independent parking lot, but no principal building; and WHEREAS, Drive-through facilities are allowed by Conditional Use Permit in the Commercial areas of the City; and WHEREAS, consideration of a conditional use permit in such areas is required to avoid unreasonable negative impacts on adjoining commercial property; and WHEREAS, the conditions identified as a part of an approval for the proposed Conditional Use Permit are necessary to ensure full compliance with the St. Anthony Village zoning ordinance; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission held a public hearing on September 20, 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission recommended approval of the Conditional Use Permit with the conditions noted in the Staff report, and as listed below; and WHEREAS, the City Council makes the following findings of fact in support of the resolution for approval: 1.The property is located in an area of commercial land use on a major collector roadway. 2.The proposed use is identified as an allowed Conditional Use in the Commercial zoning district which is the appropriate land use designation in this PUD District. 3.The additional impacts of the proposed use are in need of mitigation as a requirement to meet the standards of the zoning ordinance, including compatibility with other uses in the neighborhood. 4.With the clarifications identified as conditions recommended by the Planning Commission, the proposed improvements constitute a reasonable use of the property. 5.The proposed uses, constructed and operated within the requirements of the Code and the conditions of this resolution, will not impact surrounding property or public areas beyond the expected impacts of permitted, compliant uses in the commercial zoning district, nor negatively impact health, safety, or welfare of the community. 6.With the proposed conditions, the City Council finds that there is no evidence to believe that the use will have a detrimental effect on neighboring uses or property values. NOW THEREFORE MAY IT BE RESOVLED, that the City Council of the City of St. Anthony Village accepts the findings and recommendations documented in the staff report and approves Conditional Use Permit for a financial facility drive-through as shown on the plans submitted on or before August 18, 2022, at 3800 Silver Lake Road, in accordance with the following conditions: 1.The applicant provides signage details consistent with the City’s sign ordinance for separate permitting. 2.Access easements are updated as necessary to ensure access and cross use of common private streets in the PUD. 3.The applicant provides plans for the proposed trash enclosure verifying consistency of materials between the enclosure and the principal building. 4.Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 5.Consideration of comments of other City Staff. Passed in regular session of the City Council on the 12th day of October, 2022. ____________________________________ Randy Stille, Mayor ATTEST:____________________________ City Clerk Review for Administration: ____________________________________ Charlie Yunker, City Manager NOTICE OF A PUBLIC HEARING September 20, 2022, 7:00 p.m. City Hall, 3301 Silver Lake Road, St. Anthony, MN 55418 Notice is hereby given that the City of Saint Anthony Village Planning Commission will hold a public hearing to solicit public response to a request for an amendment to the Silver Lake Village Planned Unit Development (PUD) at 3800 Silver Lake Road NE, Parcel ID Number 31-30-23-34-0017, located at Silver Lake Village in Ramsey County. This public hearing will be to consider the application of Chase Bank for a Preliminary Plan stage of the Silver Lake Village PUD. The Planning Commission agenda and packet item relating to this application will be made available prior to the meeting online at www.savmn.com. Ways to Comment: Online Those persons having an interest are encouraged to attend via Zoom. The link to participate via Zoom can be found at https://savmn.com/Calendar.aspx?EID=1608 In Person The public is welcome to attend in person at the City of Saint Anthony Community Center, 3301 Silver Lake Road, in the Council Chambers at 7:00 p.m. Written Written comments may be taken at the St. Anthony Village City Hall, 3301 Silver Lake Road, St. Anthony Village, Minnesota 55418 until the date of the public hearing. Comments can also be conveyed via email, to planner@savmn.com until the date of the public hearing. Questions? Questions may be directed to the City Planner at 763-957-1100. The Planning Commission will make a recommendation regarding the proposed request to the City Council for their meeting to be held on October 11, 2022 at 7:00 p.m. at City Hall. Steve Grittman City Planner