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Home My WebLink About05-03-21-SRAPPROVAL OF AGENDA CONSENT CALENDAR Those items listed under the Consent Calendar are considered to be routine by the City Council and will be enacted by one motion under a Consent Calendar format. There will be no separate discussion of these items, unless a Councilmember so requests, in which event, the item will be removed from the general order of business and considered separately in its normal sequence on the agenda. Motion To Approve Memorandum Of Understanding With Ramsey County For The Construction Of Temporary Traffic Signal On Lexington Avenue (Target South Access Road) Dave Perrault, City Administrator MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF PULLED CONSENT ITEMS Those items that are pulled from the Consent Calendar will be removed from the general order of business and considered separately in its normal sequence on the agenda. UNFINISHED BUSINESS Resolution 2021 -026 Conditional Use Permit Amendment And Site Plan –Bethel University (Football Field) –3900 Bethel Drive –PC 21 -002 Jane Kansier, AICP, Planning Consultant MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF ATTACHMENT E.PDF ATTACHMENT F.PDF ATTACHMENT G.PDF ATTACHMENT H.PDF ATTACHMENT I.PDF ATTACHMENT J.PDF COUNCIL/STAFF COMMENTS ADJOURN Mayor: David Grant Councilmembers: Brenda Holden Fran Holmes Dave McClung Steve Scott Special City Council Agenda May 3, 2021 5:45 pm or Immediately following the Joint Development Authority Meeting City Hall Address: 1245 W Highway 96 Arden Hills MN 55112 Phone: 651 -792 -7800 Website : www.cityofardenhills.org City Vision Arden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play. This meeting can be accessed remotely by joining via Zoom T o join the Zoom Meeting via your computer, click this link (or copy and paste it into a new browser): https://us02web.zoom.us/j/82240149089 CALL TO ORDER 1. 2. 2.A. Documents: 3. 4. 4.A. Documents: 5. APPROVAL OF AGENDACONSENT CALENDARThose items listed under the Consent Calendar are considered to be routine by the City Council and will be enacted by one motion under a Consent Calendar format. There will be no separate discussion of these items, unless a Councilmember so requests, in which event, the item will be removed from the general order of business and considered separately in its normal sequence on the agenda.Motion To Approve Memorandum Of Understanding With Ramsey County For The Construction Of Temporary Traffic Signal On Lexington Avenue (Target South Access Road)Dave Perrault, City Administrator MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFATTACHMENT D.PDFPULLED CONSENT ITEMSThose items that are pulled from the Consent Calendar will be removed from the general order of business and considered separately in its normal sequence on the agenda. UNFINISHED BUSINESS Resolution 2021 -026 Conditional Use Permit Amendment And Site Plan –Bethel University (Football Field) –3900 Bethel Drive –PC 21 -002 Jane Kansier, AICP, Planning Consultant MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF ATTACHMENT E.PDF ATTACHMENT F.PDF ATTACHMENT G.PDF ATTACHMENT H.PDF ATTACHMENT I.PDF ATTACHMENT J.PDF COUNCIL/STAFF COMMENTS ADJOURN Mayor:David Grant Councilmembers:Brenda Holden Fran HolmesDave McClungSteve Scott Special City Council Agenda May 3, 20215:45 pm or Immediately following the Joint Development Authority MeetingCity Hall Address:1245 W Highway 96 Arden Hills MN 55112 Phone:651 -792 -7800 Website : www.cityofardenhills.org City VisionArden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play.This meeting can be accessed remotely by joining via ZoomTo join the Zoom Meeting via your computer, click this link (or copy and paste it into a new browser): https://us02web.zoom.us/j/82240149089CALL TO ORDER1.2.2.A.Documents:3. 4. 4.A. Documents: 5. Page 1 DATE: May 3, 2021 TO: Honorable Mayor and City Councilmembers FROM: Dave Perrault, City Administrator SUBJECT: Updated MOU for Temporary Signal Along Lexington Avenue Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Motions to approve, table, or deny the following: • Revised Memorandum of Understanding with Ramsey County for the Construction of a Temporary Traffic Signal along Lexington Avenue All items need a simple majority for action unless otherwise noted. Discussion The City Council recently approved a development agreement and Memorandum of Understanding (MOU) with Kensington Development and Ramsey County, respectively. Following the approval of these agreements, the County has made changes to the MOU and routed back to the City for approval. Although the document highlights the City is ultimately responsible for the costs of the temporary signal, the City is protected by the development agreement with Kensington that they will be responsible for installation and future costs of the temporary signal. This is further agreed to by Kensington Development in their attached letter. The City Attorney has reviewed these documents and is comfortable moving forward for Council approval. Budget Impact N/A Attachment Attachment A: Revised MOU with Ramsey County Attachment B: MOU with Ramsey County Approved on April 12, 2021 Attachment C: Development Agreement for Temporary Signal with Kensington Development Attachment D: Letter from Kensington Development for Future Costs for the Temporary Signal CONSENT ITEM – 2A MEMORANDUM 00115223.DOC / v. 7 AGREEMENT This Agreement (“Agreement”) is made between the County of Ramsey, Minnesota (“County”) and the City of Arden Hills, Minnesota (“City”) and is entered into as of ____________, 2021. WITNESS WHEREAS, the County is performing certain roadway improvements to Lexington Avenue (the “Project”) in the area of 3787 Lexington Avenue, Arden Hills, MN (the “KDP Parcel”), which improvements include construction of a intersection/curb cut/entry apron adjacent to and leading into the KDP Parcel in the locations shown on the site plan attached hereto as Exhibit A (the “Site Plan”), a traffic control signal at that intersection, and related safety and structural improvements; and WHEREAS, a private entity (“KDP”)intends to redevelop the KDP Parcel and the City wishes to ensure that certain roadway improvements required for the KDP Parcel to be used as intended, namely curb cut/entry apron and traffic control signaling be completed no later than October 31, 2022 (the “Development Deadline”); and WHEREAS, the County has entered into an intergovernmental agreement with other counties and government entities to share the expenses of the Project (the “Cooperative Agreement”); and WHEREAS, City seeks the option to perform, or cause others to perform, certain temporary roadway improvements (the “Temporary ROW Work”), defined below, in order to ensure the KDP Parcel is able to open by the Development Deadline; and WHEREAS, the County has agreed to allow the City to perform the Temporary ROW Work, or to oversee a third-party perform the Temporary ROW Work, provided the City is ultimately responsible for the quality and workmanship of the Temporary ROW Work, is responsible for all costs and expenses, reimburses the County for removing the temporary improvements, and complies with the procedures herein; and WHEREAS, the City and KDP have/will enter into a separate agreement (the “Development Agreement”) that will provide that KDP will perform the Temporary ROW Work in the event the City elects to perform them. NOW THEREFORE, for ten dollars ($10.00) and other good and valuable consideration, receipt acknowledged, the parties agree to the following terms and conditions: 1. Definitions defined in the recitals set forth above are restated by this reference. 2. Temporary ROW Work: The Temporary ROW Work includes a temporary traffic signal and a temporary paved entry apron/curb cut, as well as other temporary stormwater, lighting, grading, or other improvements necessary to implement the Temporary ROW Work. 00115223.DOC / v. 7 2 3. Election: The City may elect to perform Temporary ROW Work by providing written notice of its intent to the County on or after February 1, 2022, if the County has not awarded a construction contract for the Project on or prior to that date. 4. Requirements: City agrees that it is responsible for ensuring: a. All necessary permits, including those for access, building or signal work; and including those from Ramsey County or other governmental entities; are obtained prior to the initiation of any work. Nothing herein waives the City’s obligation to obtaining any permit or approval required for the proposed work within the County’s right-of-way or for which impacts the access to or use of the public road. b. Ingress and egress access through the temporary paved entry is not opened before October 1, 2022, or sooner if the entry way into the KDP Parcel located just north of the temporary paved entry has been closed due to the Project or Temporary ROW Work, and may not remain open for more than twelve months, unless approved by County. c. Any work is installed or constructed as planned, is substantially consistent with County plans for the Project, and adequate traffic controls during construction of the Temporary ROW Work are maintained. d. All temporary improvements are maintained in good working order until removed by the County. If repair or replacement is necessary due to vehicle collision, act of nature, or any other reason, City will immediately repair or replace the temporary improvements. e. The installation of Temporary ROW Work is performed in conjunction with the Project and does not interfere with the orderly progression of the Project. 5. Costs: The City shall be responsible for all costs associated with the installation of Temporary ROW Work, the maintenance and repair of the Temporary ROW Work. The City shall perform the installation or have another party perform the installation and shall pay for those costs directly. The City shall repair and maintain the Temporary ROW Work, or have another party perform those services, and shall pay for those costs directly. The County, or its contractor, will remove the Temporary ROW Work, and will invoice those costs in the manner provided by the Cooperative Agreement, except that no portion of those costs shall be shared with any partners. 6. Notices. All notices, requests, demands, and other communications required or permitted to be given under this Agreement shall be given in writing (at the addresses set forth below) by any of the following means: (i) personal service; (ii) electronic mail or an attachment to electronic mail in Adobe Systems, Inc. Portable Document Format (PDF); or (iii) delivery by any reputable overnight courier service. Any notice, demand or request sent pursuant to either (i) or (ii) hereof shall be deemed received upon such personal service or upon dispatch by electronic means and if sent pursuant to (iii) hereof shall be deemed received one (1) day following delivery to such courier service. 00115223.DOC / v. 7 3 To County: Director of Public Works and County Engineer Ransey County-Department of Public Works 1425 Paul Kirkwold Drive Arden Hills, MN 55112 Att: John R. Mazzitello, Deputy Director-Program Delivery john.mazzitello@co.ramsey.mn.us To City: Public Works Director and City Engineer City of Arden Hills 1245 West Highway 96 Arden Hills, MN 55112 dswearingen@cityofardenhills.org 7. Enforcement/Attorney Fees. The City or County shall have the right to enforce the provisions of this Agreement against the other party by a proceeding at law or in equity. Nothing herein shall be deemed to provide any third-party rights to this agreement. Nothing herein shall be interpreted as the County indemnifying or holding harmless the City in its Development Agreement with KDP or any related entity. Each party shall be responsible for their own attorney fees and costs. 8. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same instrument. Any signature page of this Agreement may be detached from any counterpart of this Agreement without impairing the legal effect of any signatures thereon and may be attached to another counterpart of this Agreement identical in form hereto but having attached to it one or more additional signature pages. Executed copies hereof may be delivered by facsimile or as an attachment to electronic mail in Adobe Systems, Inc. Portable Document Format (PDF) or other graphic file type and upon receipt will be deemed originals and binding upon the parties hereto, regardless of whether originals are delivered thereafter. 9. Authority. Each person whose signature is affixed hereto represents and warrants that such person is authorized to execute this Agreement on behalf of and to bind the entity on whose behalf such person's signature is affixed. [balance of page is blank] 00115223.DOC / v. 7 4 IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first hereinabove written. COUNTY: COUNTY OF RAMSEY, MINNESOTA By: Name: Ted Schoenecker Title: Director of Public Works/County Engineer Approved as to form: ______________________________ James Mogen, Assistant County Attorney CITY: CITY OF ARDEN HILLS, MINNESOTA By: Name:_________________________ Title: By:___________________________ Name:_________________________ Title:__________________________ 00115223.DOC / v. 7 5 Exhibit A Site Plan Tin's Memorandum of •("Memorandum") is made betweell the Countyof i • entered Into as of WHERFAS, Kensington Development Partners, hic., all Illinois corporation ii - r to bestateuy the realknown Lexiligton Avenue, Arden` t l arcel"); and WHEREAS, undivided 5090 percentn'iterest as tenant in common and Arden lUls 1031 LLC, all Illinois limited lability company, as to • percent mterest as teiiant in common (collectively jr have succeeded _ :,interesti and KDP Parcel accepting assignmentof • WHEREAS, •unty is perfornuilig certain roadway• + • Avenue ' •construction intersection/curband leading lilto die i.. r Parcel locations shownplan attached hereto as Exhibit A (die "Site r deceleration• • Plan)allow riglit • die KDP Parcel; new curbs as shown oil the Site Plaii; mid such odier work as may be necessary to cause that part of • i `adjacent' r Parcel to conform to die Site Plan (wilich work is collectively # i • i redevelop D' Parcel for t purposes grocery tenaut is requiring that the ROW Workbe completedOctober 31, 2022 the "Grocery Dead WHEREAS,"• into ail intergovernmentalother a-iid government entitiesto share the expensesProject• - die ROW Work) w1li'chiitergovenimelital agreement provides that die ROW Work will be completed by die GroceryDeadline; WHEREAS, shouldi and the other agreement (I) fail. to cause die Project # to be fully funded to award a contract# • matters ill [11 and [lil aforesai'd are hereinafter called die "Trigger rflienROW Wor repercussionsmay not be completed by die Grocery Deadline 'ill w1uich event, KDP vVill suffer severe econo under its agreement with the grocery WHEREAS, .reed that if die Trigger Events occur,r will assume die obligation, at KDP's coP ROW • and complete • 00115223. DOC / v. 4 V,IHEREAS,r •, a separate agreement (die occur." Development Agreement") that will provide that KDP will perform die KDP ROW Work Hii the event die Trigger Events THEREFORE,NOW dollars ($10.00) and offier good arid valuable consideration, the parties agree to die followmg• • MM111111 II 2. 1' ROW Work-• _ Comity and City agree that i'cost,• i ' ROW WorkGrocery i 'i of ROW Work i • leadiig luto die KDP Parcel which is located *ill Lexiigion Avenue and is labeled as die KDP ROW Work oil the Site Plan. For die avoidance of doubt, die KDP ROW Work (a) is only that I%art of the ROW Work that falls irl the Site r /# // 1 1' decelerationi nistall a temporary traffic. signal. So loug as KDP has obtained a buildilig permit for die work it will perform oil the KDP Parcel, the County and City acknowledge and agree that KDP shall be respolisible for• all necessary perrillits to perform die KDP ROW Work and the KDP ROW Work shall be substantially consistent with . County plans.- KPD ROW Work shall be + i''P 'ill accordance widi die plans and specifications generated by the County. Comity• review aud approvei of CountyThe • the notice provisions•' herelliafter, of written KDP that die Trigger Events occurred shall be sufficie evidence that the ger Events have occurred and will allow KDP to perform die KDP ROiDevelopment Agreement. 3. Notices. All other commurilcations below) permitted to be given under dris Memorandum shall be given in writing (at the addresses set fo of • personal clectromic mail Ill Adobe • • f e:` Document Formatby reputableovernight counerAliy notice,f pursuant to either• hereof— f received upoupersonal means and if scut p ursualit to (iii) •, _f • - courierto suchfiDirector of Public Works aid County u ° leer aiisey Comity-Departmerit of Public Works 1425 Paul Kirkwold Drive Arden Hills, MN 55112 Att: Johli R. Mazzitello, Deputy Director -Program elivery 00115223. DOC ( v. 4 2 Public Works Director and City iigieer City of Arden Hills 1245 West Highway 96 Arden Hills, MN 55112 sus s (,'I« .. a ills, oil; 4. • i -,--_ Any party(ics) hereto shall have the right to enforcei• the provisions of . other by r proceedilig at law or ui equity. actionInanysuchequitytoenforceiunderdu*s Memorandum, Judgment or all costs,expenses, fees U')curred "m by such successful party(les) (I'Llicludilig, without expenses, and fees on • •recover Judgment. such action or proceedilig, such costs, expenses, and attorneys' fees sliall be Hicluded as part of such 5. tc,. Thi's Memorandum may be executed in one or more counterparts, each of deemed an origiiial, but all of •'constitute signaturesameIlistrument. Any ,. of • of diis Memorandum without impairing die legal effect of any signatures thereon and may be attached to another counterpartof • but havu*ig attached to it one or more additional signature pages. Executed copies hereof may be delivered by facsimile or as an attachment to electronic mail Dii Adobe Systems, Inc. Portable Document Format (PDF) or other graphic file type and uponreceipt will be rbn*idn'ig upon the parties hereto,originals 6. • • •` - representsthatsuch _wrsoii is authorizedto execute this Memorandumbehalfand to bind the enti whose behalf such person's siguature is affixed. balance of page is blai ] 00115223.DOC ( v. 4 IN SS WHEREOF, the parties hereto have executed this Memorandum the day and year first here iabove written. By: Name: Tide: By: /_ 11,E .. ,r 001 I5223.DOC / v. 4 4 rft 3 M-4 0 I 001 15223.DOC / v. 4 ROW 81 Tblis Development Agreement ("Agreement") is made between IMKD3 ILC, a Delaware Im'u*ted liabifity company and Arden Hills 1031 LLC, all Illinois 111111,ted lability company collectively "KDP") alid die City of Arden Hills, Milinesota ("City") alid is entered llito as ofApril 12,2021, WAEREAS, Kensiligton Development Partilers, hic., all lffiiois colporati Kensingtonis under contract (the "Contract") to buy the real estate conimonly known as 378 Lexington Avenue, Arden Hills, MN (die "KDP Parcel"); mid WHEREAS, KDP has succeeded to Kensuilgton's interest Hii die Contract and die KD Parcel by accepting all assignment of the Contract from Kensuigton; and WHEREAS, die County of Ramsey, MU'lliesota. ("County") is perforMling certaiii road improvements to I&XIligtoil Avenue (the "ProjecO, which improvements include construction of full access (right Hii/right out/left 110eft out) traffic signal and intersectioll/curb cut/entry apro adjacent to and leadfiig Hilto die KDP Parcel U'l die locations shown oil the site j2lali att.2cliedher. MINE -= R l tiarc.el,iiewcurDsasstiowiioi,m' le Site Plan; and such offier wa J work as may be necessary to cause that part of LexHilgton Avenue that is adjacent to the KDP Parc to conform to die Site Plan (which work is collectively called the "ROW Work"); alid d WHEREAS, KDP llitends to redevelop the KDP Parcel for grocery purposes and th grocery tenant is reiulriiig that the ROW Work be completed lio later diali October 31. 2022 LtUi 1.Mr411=JM= WHEREAS, the County has entered H'ito all intergovernmental agreement with other counties mid goveniment entities to share the expenses of die Project (which Hilcludes dic ROW Work) which u'iter&ovenimental ay.M-cmeilt icrovides dica Grocery Deadffile; and IP, EAS, should the County, mid the other parties under the intergovernmental a_,-4reemeiit ( i) fail to cause the Pro'lect Jwhich includes die ROW 1, 2022 and/or (ii) fail to award a contract for the ROW Work by February 1, 2022 (the matters Hil Ill and [ ill aforesaid are lierelliaft.er called the "Trigger Events"), then the ROW Work may not be completed by die Grocery Deadline M which event, KDP will suffer severe econorilic repercussiolis under its agreement with the grocery terialit; and WHEREAS, pursumit to that certain Memormidum of Understmidilig date(i April 12, 2021 (die "MOU") between the County mid die City, die County mid City have agreed that. if the Trigger Events occur, then KDP will assume the obligation, at KDP's cost, to perforin die KDP ROW Work (defuied hereinafter) and complete same by die Grocery Deadline; and 00 1 15750DOC / v. I VMEREAS the City aild KDP have entered I'lito this Agreenieut to authorized KDP to perform die KDP ROW Work m. the event die Trigger Events occur. NOW THEREFORE, for ten dollars ($10.00) wid other good and valuable consideration, the par6es agree to the following terms and conditions: 1. The recitals set forth above are restated by this reference. t. pe rtormlViet t tW 'TV ork slial be su b stai itially consi stCi) t IAIfli the Comity. The KPD ROW Work shall be performed by KDP i1i accordance with the plans and specifications generated by die Comity. The City agrees that its receipt, pursuant to die notice provisions of Section 3 herciltafter, of written notice from KDP that the Trigger Events occurred shall be sufficlent evidence that the Trigger Events have occur -red and will allow KDP to perform the KDP ROW Work pursuant to thlis Agreement. 3. Notices. All notices, requests, demands, and other communications required or permitted to begiven wider this Agreement shall be eiveii ill wTitinz (at die addresses set fordi beluxy uy-,Uf,j 901 UIC 10TOMILIag 111C411s; ki) pul suilm hcj vice', ull Fiecu,onic man or an attachment to electronic mail Hii Adobe Systems, Inc. Portable Document Format (PDF); or (iii) delivery by any reputable ovemight counier service. Any notice, demand or request sent pursuant to either (1) or (ii) hereof qh?II be, , C"I sliall IT 4-ccluca 1-71-7-IMu 777-7 ki i MY Yonownig Denver-7 Lo sucii couner service. Kensiligton Development Partners, Lac. 700 Commerce Drive, Suite 130 Oak Brook, Illinois 60523 Attic® an Rae 001 15750.DOC / v. 1 2 Public Works Director and City Engineer City of Arden Hills 1245 West Highway 96 Arden Hills, MN 55112 dsweaiiiigeii@cityofardeiillills.org 4. Enfor,ugipent I'At#,; Any party(ies) hereto sliall have die right to enforce the provisions of dn's Agreement against die other party(ies) by a proceeding at law or In equity. In any such action at law ori) eWuity to enforce or construe arly provisions or nalits u 4.er du Ine unsuccesstul partykies) to sucli gation, as determined by the court in a linaliudgment. or decree—, shall pay die successful party(ies) all costs, expenses, and reasonable attomeys'fees ilicurred diereill by such successful party(ies) (includmg, without limitation, such costs, expenses, and fees on any appeals), and if such successful party(ies) shall recover Judgment 11i any such action or proceedmg, such costs, expeuses, mid attomeys'fees shall be ilicluded as part of suclijudgment. 5. Warranties And R ,4eTj wntatiq4s.. KDP covenants, warrants and represents diat: (a) Wjj 6jJW&fMjMjj MOM All in P EMS2pop =law= 1UHMA-We VI ILb ODUgaLions nerellucier snall De or sunic] umiler and quality ui al re such assigument, employment mid use; and (c) KDP possesses die necessary personnel, skills, experience, and technical and financial resources to undertake die performance of the services and obligations of KDP required liereiii. 6. IndeMpk. KDP shall be liable to and hereby agrees to protect, defend, judermlify mid hold harmless CiN aii auL., emplo es. officers or affiliate all claims, loss, expense, liability, actiori or damage (includmg reasonable attorneys' fees mid other costs of deleudilig any of the foregoilig) arismg or resulting from any fraud, willful misconduct, or grossly negligent omission or performance by KDP, or any partner, officer, shareholder, employee 110A-6 MWMJN 7. Insurance. In the event KDP performs the KDP ROW Work, shall carry, workers' compensation mid employers liability insurance iii such amount of not less dimi $500,000 per occurrence. In addition, KDP shall require all desigii, architectural and crigineening professionals to mmitain professional liability insurance with a limit of liability not less thari 1,000,000 insurmg such • mid any officer, director, stockholder, employee, consultant to or partner of such professional, and all other persons for whose acts such professional may be liable, against any mid all liabilities arisilig out. of or in comiection with (lie negligent acts, errors or ormssions of miy die foregoing in connection lAith the carrying out of their professional responsibilities with regard to die KDP ROW Work. Such policies sliajl provide that the msuraiice against KDP and/or the City in connection with die KDP ROW Work, even if such suit is groundless, lalse or fraudulent. Notwidistandilig the foregolug, KDP sliall have the right to engage its owu attorneys for the purpose of defendmg any suit or proceedilig against it or ;my officer, agent or employee thereof All required Hisurance shall be manivained with responsible msurance carriers qualified to do busiliess U'i the State of Minnesota. Before commencilig any performance hereunder, KDP shall deposit with City the original policies of insurance, or certificates therefor. The workers' compensation and employers liability wid disability insurance described above hereof shall be kept in force until final payment for die KDP ROW Work is made by KDP. KDP sliail.' also carry or cause to be carried comprehensive general liability insurance in amounts to be deterruilied by KDP awaniist. p of or in connection widi die KDP ROW Work, and namniig die City, if possible, as aii additional insured. 8. SeverabihW. If this Agreement contains ally unlawful provisions not aii essential part of the Agreement and Much appear not to have been a controlling or material inducement to the makiiii thercoi die same sliall. be deemed to be of no effee wil iliall iijoij jjejtuljcatinji of V*jcjCMUTTIUMULtAIC01119VICDAIJUSIgIUICU01UICUSIMITj3r-,'I X-11 remain after oniitting such provislous. 9. Law. This Agreement sliall be construed and enforced m accordance with the laws of the State of Miiniesota- 10. Cqqpk parts. This Agreement may be executed in one or more counterparts, each of which sliall be deemed aii original, but all of which togedier shall constitute one mid die sairie instrument. Any signature page of diis Agreement may be detached from any counterpaft of this Agreement without unpairmg die legal effect of any signatures diereon and may be attached to another counterpart of this Agreement idei itical Hil form hereto but having attached to it one or more additional s6gmju o,4u. Executed copies hereof ni to electronic mail m Adobe Systems, Inc. Portable Document Fon-nat (PDF) or other graphic file type and upon receipt will be deemed originals and bu'idilig upon die parties liereto, regardless of whether originals are delivered thereafter. 11. Authoiky. Each person whose si iature is affixed hereto represents wid warrants191 that such person is authorized to execute t1lis Agreement on belialf of and to bilid the entity on whose belialf such person's signature is affixed, fbalmice of page is blank] 00115750. DOC/ v. 1 4 IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day said year first lierelliabove written. Lam IMKD3 LLC, a Delaware limited liability company By: C-11 ---- -------- Chadjones, alul signatory ARDEN HILLS 1031 LLC, an IUH'lois limited lability company By:,_ Name: Lag Tit1e:.- 1..—,A------------- r 00115750.DOC ( v. 1 00116623.DOCX / v. 1 IMKD3, LLC ARDEN HILLS 1031 LLC c/o Kensington Development Partners 700 Commerce Drive Suite 130 Oak Brook, Illinois 60523 VIA E-MAIL dswearingen@cityofardenhills.org April 30, 2021 Public Works Director and City Engineer City of Arden Hills 1245 West Highway 96 Arden Hills, MN 55112 Re: Development Agreement dated April 12, 2021 (“Agreement”) between IMKD3 LLC, a Delaware limited liability company and Arden Hills 1031 LLC, an Illinois limited lability company (collectively “KDP”) and the City of Arden Hills, Minnesota (“City”). Gentlemen & ladies: Please accept this letter as the undersigned’s promise and covenant to pay (i) any and all costs with regard to the KPD ROW Work (as defined in the Agreement) and (ii) any and all costs incurred by the City under that certain Agreement between the City and the County of Ramsey, Minnesota dated April _____, 2021 (the “County Agreement”) with regard to the installation, maintenance, repair and removal of the Temporary ROW Work (as defined in the County Agreement) and any other third party costs incurred by the City under the County Agreement. Very truly yours, IMKD3 LLC, a Delaware limited liability company By: ______________________________ Name: Chad W. Jones Title: Authorized signatory ARDEN HILLS1031 LLC, an Illinois limited lability company By: ______________________________ Name: James Eck Title: Authorized signatory ________________________________________________________________________________________________________ _ City of Arden Hills City Council Meeting for May 3, 2021 P:\Planning\Planning Cases\2021\21-002 - Bethel Football - SP CUP\CC Packet Page 1 of 9 UNFINISHED BUSINESS – 4A MEMORANDUM DATE: May 3, 2021 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Jane Kansier, AICP, Planning Consultant, Bolton & Menk Corrin Bemis, Planning Consultant, Bolton & Menk SUBJECT: Planning Case # 21-002 – Unfinished Business Applicant: Bethel University Property Location: 3900 Bethel Drive Request: Conditional Use Permit Amendment and Site Plan Review Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Motions to approve, table, or deny the following: • Planning Case 21-002 for a proposed Conditional Use Permit Amendment and Site Plan Review request at 3900 Bethel Drive (“Subject Property”). The Council held a public hearing and reviewed this application at their April 26, 2021 meeting. The case was tabled for further consideration. Approval of an amended CUP requires three affirmative votes of the City Council. Background 1. Overview of Request Bethel University (“The Applicant”) is requesting a Conditional Use Permit (CUP) Amendment and Site Plan Review to update the existing football and practice fields located in the southern quadrant of their main campus at 3900 Bethel Drive. The Applicant is proposing to convert the existing grass football field into a synthetic turf stadium field with a new track constructed around City of Arden Hills City Council Meeting for May 3, 2021 P:\Planning\Planning Cases\2021\21-002 - Bethel Football - SP CUP\CC Packet Page 2 of 9 it and the existing grass practice field into a synthetic turf multi-purpose field. The Applicant is also proposing changes to the lighting around the two fields, scoreboards, the spectator plazas, the perimeter fencing, and the grandstand and press box. Seating capacity will remain as is. Bethel University operates under a CUP Master Plan. As the university comes forward with plans, they are reviewed against the Master Plan for consistency. Building plans that are consistent with the Master Plan require a Site Plan Review. A CUP Amendment is required when plans are not included in the approved Master Plan. The two proposed improvements to the football field and the practice field are not included on the Master Plan and a CUP Amendment is therefore required. 2. Site Data Future Land Use Plan: Public and Institutional Existing Land Use: Public and Institutional Zoning: INST – Institutional District Size: 191.32 Acres (Including main campus, athletic complex, and part of Lake Valentine) Topography: Varied topography across campus Plan Evaluation Chapter 13, Zoning Regulations Review Section 1320.06 – District Requirements Chart 1. District Provisions (INST Institutional District) – Section 1320 Under the 2040 Comprehensive Plan, the Bethel University campus is guided as Public & Institutional on the land use plan. The main Bethel University campus is located in the Institutional Zoning District. Higher education campus uses, including but not limited to classrooms and laboratories, are allowed as conditional uses in this district. The proposed changes to the football and practice fields that the Applicants propose to add are complementary to the use of the Subject Property as an educational institution. A. Building and Landscaping Coverage – Meets Requirements The Zoning Code requirements for the INST District allow a maximum building footprint of 35% and a minimum landscape area of 26%. Landscaping is defined as all plantings, including trees, grass, and shrubs. The table below identifies the proposed percentages. The proposed additions would not result in additional structure coverage on the Subject Property. The approved CUP for the campus limits the total lot coverage of impervious surfaces to 25% and requires a minimum landscape lot area of 75%. As proposed, the new additions would not exceed the lot coverage requirements for the campus. B. Height – Meets Requirements The maximum height in the INST District is 35 feet. Bethel University is not proposing to build any new buildings with their football field improvements project. Bethel University will stay in compliance with district height requirements. City of Arden Hills City Council Meeting for May 3, 2021 P:\Planning\Planning Cases\2021\21-002 - Bethel Football - SP CUP\CC Packet Page 3 of 9 C. Setbacks – Meets Requirements Setbacks in the INST District are 50 feet in the front yard, 20 feet in the rear yard, and 10 feet in the side yard. Structures must be located a minimum of 100 feet from abutting residential property. There are currently no structures within 100 feet of abutting residential properties. The Applicant is not proposing any structures within the 100 feet setback. The proposed practice field would be setback 12 feet from the side yard property line. 2. Design Standards - Section 1325.05 and 1325.05 A. Lighting – Condition of Approval Requested The Applicant is proposing the addition of stadium lighting around the football field and track, along the bleachers, and around the practice field. A new four (4) pole lighting system would include 80’ and 90’ tall poles with Musco "Light Structure" LED fixtures. The lighting system would include Musco's "Control Link Wireless Control System" which allows the user to schedule and control the lighting remotely via cell phone or laptop computer with wi-fi connection. Section 1325.05 Subd. 3 requires lighting in all districts to direct light away from adjoining lots and public streets. Direct or sky-reflected glare, from floodlights or high temperature processes such as combustion or welding, shall not be directed at any adjoining lots or public streets. All lighting proposed by the Applicant will face downward onto the fields. Section 1325.05 Subd. 3 also requires the source of illuminate to be hooded, concealed or controlled in a manner so as to direct the lighting pattern only on the site to which the lighting is intended. The Applicant is proposing lighting fixtures that are shielded on all four sides to direct the lighting down towards the fields. More information about the Applicant’s lighting plan can be found in Attachment E. Any light or combination of lights shall not cast light that exceeds a meter reading of one foot candle on the travel lanes of adjoining public streets or 0.4 foot candles on adjoining residential property. The maximum illumination shown on the Applicant’s photometric plan is 1.28 foot candles. All illumination readings over 0.4 foot candles are setback from the property line and City of Arden Hills City Council Meeting for May 3, 2021 P:\Planning\Planning Cases\2021\21-002 - Bethel Football - SP CUP\CC Packet Page 4 of 9 located at least 200 feet from the nearest residential property. Given the downward facing direction of the stadium lighting and the fields’ distance from any residential properties, staff do not anticipate any issues with regard to lighting. However, as a condition of approval staff recommends the Applicant be required to provide photometric calculations for the lighting at the property lines of all adjacent residential properties indicating the plan meets ordinance requirements. B. Screening and Fencing – Meets Requirements Screens and fencing help minimize adverse impacts of public nuisances, such as noise, glare, activity, or dust. The football and practice field update will be screened using a mix of landscaping and fencing. The Applicant is proposing a six (6) foot tall chain link fence around the perimeter of the proposed football and practice fields. The proposed fencing would be constructed south of the new dirt access drive and track and field event pavement, near the southern property line. Section 1325.05 Subd. 4 states fencing shall not exceed six (6) feet in height, be placed in a public right- of-way, or be placed over a property line. The Applicant is not requesting flexibility on screening or fencing. C. Landscaping and Tree Preservation – Meets Requirements A Tree Preservation Plan is required as part of an application when City grading permit or erosion control permit is required. The Tree Protection Plan submitted by the Applicant shows that 34 significant trees (403 caliper inches) are set for removal. The Ordinance allows 10% to be removed without replacement. The remaining caliper inches to be removed must be replaced at a ratio of 1 caliper inch for each 2 inches removed. The Applicant did not provide a total count of caliper inches on the Subject Property, but aerial photographs can be used to see that the Applicant is proposing to remove less than 10% of caliper inches located on the Subject Property. The proposed landscaping plan identifies a total of 78 caliper inches of replacement trees, all three (3) caliper City of Arden Hills City Council Meeting for May 3, 2021 P:\Planning\Planning Cases\2021\21-002 - Bethel Football - SP CUP\CC Packet Page 5 of 9 inch Heritage Oak trees. As a condition of approval, staff recommends a landscaping letter of credit or escrow be required. The Applicant will replace the existing plaza with bituminous and concrete pavement. The new spectator walks/plazas would be constructed around the perimeter of the proposed football field and track. The Applicant is also proposing to add bituminous pavement around the track and field event pavement, located south of the football field. D. Accessory Structures – Meets Requirements The Applicant is not proposing changes to the grandstand (home bleachers) or press box. The Applicant is proposing to relocate the existing visitor bleachers to line up with the proposed football field. The Applicant is not proposing additional or larger bleachers or press box as part of this application. The Applicant is proposing the construction of a new scoreboard. The existing incandescent scoreboard will be removed and replaced with a new LED/Video-capable scoreboard on the southwest side of the proposed football field and track. The proposed scoreboard would be located 195’ from railroad right-of-way and approximately 265’ to nearest residential property line (about 35’ closer to neighborhood). The scoreboard will face the spectator seating, with the back of the scoreboard facing the neighborhood and railroad. The existing scoreboard is approximately 20’ wide by 20’ high. The proposed scoreboard will be approximately 25’ wide by 25’ high. Section 1250.05 of the City Code regulates scoreboard signs for athletic fields at Bethel Universty. Specifically, this section allows permanent scoreboard signage at their athletic fields that is clearly secondary to the overall appearance of the scoreboard. Scoreboard signage shall not exceed thirty percent (30%) of the total scoreboard area, nor shall any one scoreboard sign exceed fifteen percent (15%) of the total scoreboard area. A separate permit will be required for the scoreboard. City of Arden Hills City Council Meeting for May 3, 2021 P:\Planning\Planning Cases\2021\21-002 - Bethel Football - SP CUP\CC Packet Page 6 of 9 E. Parking, Traffic, and Circulation – Meets Requirements The proposed additions are not anticipated to generate additional parking demand on the campus because the seating capacity will remain as is. Users of the proposed football and practice fields will continue to use either the Heritage Parking Lot, located north of the fields, or the SoHo Parking Lot, located east of the fields. Additional Review Public Works Director/City Engineer The Public Works Director/City Engineer has reviewed the plans and has provided the Applicant with a comment letter (Attachment F) and all comments shall be adopted herein by reference as a condition of approval. Public Notice and Comments The Applicant conducted a neighborhood meeting via Zoom on February 9, 2021. The Applicant did not receive community pushback at this meeting. Staff published a notice in the Pioneer Press as per City procedure. Public notices were mailed out on April 14, 2021. Notice and website update was prepared by the City and mailed to property owners within 1,000 feet of the subject property. Staff has not received any public comments regarding this application as of April 21, 2021. There were no public comments on this application during the April 7th Planning Commission meeting. The City Council also conducted a public hearing at their meeting on April 26, 2021. City of Arden Hills City Council Meeting for May 3, 2021 P:\Planning\Planning Cases\2021\21-002 - Bethel Football - SP CUP\CC Packet Page 7 of 9 Suggested Findings of Fact: The Planning Commission reviewed this application at their April 7, 2021, meeting and have offered the following findings of fact for your consideration: General Findings: 1. The Bethel University main campus at 3900 Bethel Drive is located in the Institutional Zoning District. 2. A Higher Education, College Campus is a Conditional Use in the Institutional District. 3. Bethel University operates under a Conditional Use Permit Master Plan. 4. The proposed additions are not included on the Master Plan and a CUP Amendment is required. 5. Bethel University has requested Site Plan Review approval for the proposed changes to the football and practice fields. 6. The proposed changes to the football and practice fields would be in compliance with all provisions of the Zoning Code. 7. A public hearing for a PUD Amendment request is required before the request can be brought before the City Council. 8. The Planning Commission conducted a public hearing on April 7, 2021. Conditional Use Permit Evaluation Findings: 1. The proposed plan is not anticipated to have any impact on traffic or parking conditions because the additions do not include an increase in football field seating. 2. The proposed plan includes the addition of LED lights and will increase illumination around the football fields. 3. The proposed plan will not produce any permanent noise, odors, vibration, smoke, dust, air pollution, heat, liquid, or solid waste, and other nuisance characteristics. 4. The proposed plan will impact drainage on the site. 5. The proposed plan will not impact population density. 6. The proposed plan is not expected to have a visual impact on surrounding properties or on land use compatibility with uses and structures on surrounding land or adjoining land values because the new additions will not be easily visible from outside the Bethel University campus. 7. Park dedication requirements are not applicable. 8. The proposed plan does not conflict with the general purpose and intent of the Zoning Code or the Comprehensive Development Plan for the City. Options and Motion Language The Planning Commission reviewed this application at their April 7, 2021 meeting. At that time, they recommended approval of the Bethel University application for a Conditional Use Permit Amendment and Site Plan by a 6-0 vote. The following are motion language options for the City Council to consider. Approval with Conditions: Motion to adopt Resolution 2021-XXX approving the Conditional Use Permit and Site Plan Review for Planning Case 21-002 at 3900 Bethel Drive, based on the findings of fact and the submitted plans, subject to the following conditions: City of Arden Hills City Council Meeting for May 3, 2021 P:\Planning\Planning Cases\2021\21-002 - Bethel Football - SP CUP\CC Packet Page 8 of 9 1. All conditions of the original Conditional Use Permit shall remain in full force and effect. 2. Prior to the issuance of a grading permit, all items identified in the March 11, 2021 Engineering Division memo shall be addressed. All comments shall be adopted herein by reference. 3. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to these plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. 4. The proposed structures shall conform to all other regulations in the City Code. 5. A Grading and Erosion permit shall be obtained from the city’s Engineering Division prior to commencing any grading, land disturbance or utility activities. The Applicant shall be responsible for obtaining any permits necessary from other agencies, including but not limited to, MPCA, Rice Creek Watershed District, and Ramsey County prior to the start of any site activities. 6. Heavy duty silt fence and adequate erosion control around the entire construction site shall be required and maintained by the Developer during construction to ensure that sediment and storm water does not leave the project site. 7. The Applicant shall be responsible for protecting the proposed on-site storm sewer infrastructure and components and any existing storm sewer from exposure to any and all stormwater runoff, sediments and debris during all construction activities. 8. Prior to the issuance of a grading permit, a landscape financial security equal to 125% of the cost of the landscaping to be installed on the site shall be submitted. The Applicant must submit a detailed cost estimate for the landscaping so staff can determine the final amount. Landscape financial security shall be held for two full growing seasons. 9. Prior to the issuance of a grading permit, a landscaping letter of credit or escrow shall be required. 10. The Applicant shall be required to provide photometric calculations for the lighting at the property lines of all adjacent residential properties indicating the plan meets ordinance requirements. 11. A separate permit shall be required for the scoreboard. The scoreboard must meet all requirements of City Code Section 1250.05. Approval without Conditions: Motion to adopt Resolution 2021-XXX approving the Conditional Use Permit and Site Plan Review for Planning Case 21-002 at 3900 Bethel Drive, based on the findings of fact and the submitted plans Denial: Motion to deny Planning Case 21-002 for a Conditional Use Permit Amendment and Site Plan Review at 3900 Bethel Drive, based on the following findings of fact: the City Council should identify findings to deny should specifically reference the reasons for denial and why those reasons cannot be mitigated. Table: Motion to table Planning Case 21-002 for a Conditional Use Permit Amendment and Site Plan Review at 3900 Bethel Drive, for the following reasons: the City Council should identify a specific reason and/or information request should be included with a motion to table. City of Arden Hills City Council Meeting for May 3, 2021 P:\Planning\Planning Cases\2021\21-002 - Bethel Football - SP CUP\CC Packet Page 9 of 9 Deadline for Agency Actions The City of Arden Hills received the completed application for this request on March 24, 2021. Pursuant to Minnesota State Statute, the City must act on this request by May 23, 2021 (60 days), unless the City provides the petitioner with written reasons for an additional 60-day review period. With consent of the applicant, the City may extend the review period beyond the initial 120 days. Budget Impact: NA Attachments A. Land Use Application B. Location Map C. Bethel University Proposed Athletic Improvements PowerPoint D. Submittal Documents E. Lighting Plan F. Engineering Comment Letter G. Planning Commission Staff Report H. Planning Commission Draft Minutes I. Resolution 2021-026 J. 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ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING / LAYOUT.3. NO WORK SHALL BEGIN UNTIL ALL PERMITS ARE OBTAINED AND SUBMITTED TO, AND ACCEPTED BY, THE CITY.4. NO WORK SHALL BEGIN UNTIL TRAFFIC PLANS ARE SUBMITTED , REVIEWED, OR APPROVED BY THE CITY.5. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT ACOPY OF ALL PERMITS TO OWNER, ENGINEER, AND THE CITY.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSEDIMPROVEMENTS. ALL SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES.7. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED.8. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC.9. CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS.10. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.11. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECTDRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.12. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.13. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.14. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TOREMAIN.15. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED.16. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 28.1 OR 28 SHALL BE UNDERSTOOD TO MEAN 928.1 OR 928.17. SPOT ELEVATIONS SHOWN INDICATE TURF FINISH GRADES, TOP OF CURB, OR FINISH GRADE OF ASPHALT AND CONCRETE, UNLESS NOTED OTHERWISE.18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED, AND FORAMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT SUITABLE MATERIAL ANDEXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BEINCIDENTAL TO THE CONTRACT.19. NO FINISHED SLOPES SHALL EXCEED 3' HORIZONTAL TO 1' VERTICAL (3:1), UNLESS OTHERWISE NOTED.20. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE SYNTHETIC TURF SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALLBE SEEDED OR SODDED.21. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SEED ORRE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.22. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES ANDELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION.23. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:a. IN ACCORDANCE WITH MINNESOTA RULES 4715.0700 AND 4715.0750, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORMSEWER STRUCTURES.b. ACCEPTABLE MANUFACTURERS / PRODUCTS:b.a. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”b.b. PRESS-SEAL, WATERSTOP GROUTING RINGS” OR APPROVED EQUAL.22. ANY MANHOLE, CATCH BASIN, STORM SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER MN RULES 4715.1710, SUBPART 3. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTEREDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).23. CONTACT THE BUILDING ENGINEER 48 HOURS PRIOR TO COMMENCING WORK ONSITE TO COORDINATE TEMPORARY ACCOMMODATIONS FOR STAFFPARKING AND THE RELOCATION OF EXISTING DUMPSTERS.24. CONTACT THE UNIVERSITY IRRIGATION FOREMAN 48 HOURS PRIOR TO COMMENCING WORK ONSITE TO FLAG OR MARK AND TO COORDINATETEMPORARY RELOCATION, TERMINATION OR ABANDONMENT OF EXISTING IRRIGATION SYSTEM.25. CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, LITTER AND SANITARY WASTEMUST BE PROPERLY MANAGED.BETHEL SHEET LISTC1.0 TITLE SHEETC1.1 EXISTING CONDITIONS AND REMOVALS PLANC1.11 EXISTING CONDITIONS AND REMOVALS PLAN - THROWSC1.2 SITE GEOMETRIC PLANC1.21 SITE GEOMETRIC PLAN - ALTERNATE 1C1.22 SITE GEOMETRIC PLAN - THROWSC1.3 SITE FINISHING PLANC1.31 SITE FINISHING PLAN - ALTERNATE 1C1.32 SITE FINISHING PLAN - THROWSC1.4 GRADING AND DRAINAGE PLANC1.41 GRADING AND DRAINAGE PLAN - ALTERNATE 1C1.42 GRADING AND DRAINAGE PLAN - THROWSC1.5 UTILITY PLANC1.51 UTILITY PLAN - ALTERNATE 1C1.6 EROSION AND SEDIMENT CONTROL PLANC1.61 EROSION AND SEDIMENT CONTROL PLAN - THROWSL1.0 LANDSCAPE PLANL1.1 LANDSCAPE PLAN - THROWSC2.1 DETAILSC2.2 DETAILSC2.3 DETAILSC2.4 DETAILSE0.0 ELECTRICAL TITLE SHEET AND SYMBOL INDEXE1.0 ATHLETIC FIELD ELECTRICAL DEMOLITION PLANE2.1 ATHLETIC FIELD LIGHTING PLANE2.2 ATHLETIC FIELD POWER AND SYSTEMS PLANE3.0 PRESS BOX PLANE4.0 ELECTRICAL SCHEDULES AND RISER DIAGRAME5.0 ELECTRICAL DETAILSE6.0 STADIUM SOUND SYSTEM DETAILSBethel UniversityELECTRIC CONTACTFIRM: HALLBERG ENGINEERINGADDRESS: 1750 COMMERCE COURT,WHITE BEAR LAKE, MN, 55110CONTACT: JOE VOMELA (MAIN - 651.748.1100)(DIRECT - 651.748.4376) Attachment D REMOVESCOREBOARDINCLUDINGFOOTINGSDISASSEMBLE BLEACHERS(DELIVER TO OWNER, CONFIRM NEW LOCATION)PROTECT HOMEBLEACHERSPROTECTPRESS BOXREMOVEBITUMINOUSPAVEMENTREMOVEBITUMINOUSPAVEMENTREMOVEBITUMINOUSPAVEMENTREMOVEBITUMINOUSPAVEMENTREMOVEBITUMINOUSPAVEMENTREFER TO ELECTRICALPLANS FOR TREATMENTREFER TO ELECTRICALPLANS FOR TREATMENTREFER TO ELECTRICALPLANS FOR TREATMENTPROTECT POWER POLESREMOVE6' CHAIN LINK FENCEREMOVETREES, INCLUDINGSTUMPSPROTECTTREE(ALT 1)PROTECTTREE(ALT 1)REFER TO ELECTRICALPLANS FOR TREATMENTREMOVEGOAL POSTREMOVESIGNREMOVE STORMSEWER LINEREMOVE EXISTING6' CHAIN LINK FENCEINCLUDING FOOTINGSPROTECT CONCRETEPAVEMENTPROTECT BITUMINOUSPAVEMENTPROTECT STADIUMENTRANCESAWCUTSAWCUTSAWCUTSAWCUTREMOVE6' CHAIN LINK FENCEREMOVE6' CHAIN LINK FENCE(ALT 1)REMOVE6' CHAIN LINK FENCE(ALT 1)REMOVE6' CHAIN LINK FENCEINCLUDINGFOOTINGSREMOVE6' CHAIN LINK FENCEREMOVE6' CHAIN LINK FENCEREMOVETREESAND SHRUBSREMOVE6' CHAIN LINK FENCEPROTECTUTILITY SHEDREMOVECONCRETE(FIELD VERIFYLOCATION)RECONSTRUCTDIRT/GRAVEL ACCESS ROAD(FIELD VERIFY LOCATION)SEE SHEET C1.3 FOR PROPOSED LAYOUTAND SHEET C1.4 FOR GRADING.RECONSTRUCTDIRT/GRAVEL ACCESS ROAD AS NECESSARY.(FIELD VERIFY LOCATION)SEE SHEET C1.3 FOR PROPOSED LAYOUTAND SHEET C1.4 FOR GRADING.REMOVETREES ANDSHRUBSREMOVE EXISTINGTREES AND SHRUBSREMOVE EXISTINGTREES AND SHRUBS(FIELD VERIFY LOCATION)TREEREMOVALS(ALT 1)REMOVEBLEACHER RAMP AND STAIRSINCLUDING SLABS AND FOOTINGSTREEREMOVALS(ALT 1)PROTECTTREE, TYP.PROTECTTREE, TYP.PROTECTTREE, TYP.PROTECTTREE, TYP.PROTECTTREES(FIELD VERIFYLOCATION)REMOVEGOALPOSTINCLUDINGFOOTINGSREMOVESIGNINCLUDINGFOOTINGSREMOVESTORMWATERPROTECTPONDPROTECT POWER POLES(PROVIDE TRENCH BOX TOPROTECT FROM UTILITY EXCAVATION)PROTECT POWER POLESREMOVE STADIUM FIELD SOILS, DRAIN TILE, AND IRRIGATION SYSTEMPROTECT STORMSEWERSTRUCTUREPROTECT STORMSEWERSTRUCTUREPROTECTCREEKSAWCUTSAWCUTREMOVECONCRETESLAB ANDFOOTINGS BASEDON ARCHIVEINFORMATION,FOOTINGS AREAPPROXIMATELY6' DIA X 10' DEEP.REMOVE6' CHAIN LINK FENCEPROTECT BITUMINOUSPAVEMENTPROTECTGATEPROTECTFENCEPROTECTFENCEPROTECTTREES, TYP.PROTECTBRICK WALL ANDLANDSCAPINGPROTECT CONCRETESTEPS, TYP.REMOVE VEGETATIONAS NEEDED FOR1" WATER LINE(REFER TO SHEET C1.5)PROTECT WOOD WALLPROTECTBITUMINOUSPAVEMENTREMOVETREES, INCLUDINGSTUMPSALTERNATE 1 LIMITSALTE R N A T E 1 LI MI T SALT 1: REMOVEPRACTICE FIELDSOILS, DRAINTILE,AND IRRIGATIONSYSTEMPROTECT WATERLINEREMOVEDRAINAGE GUTTERS(FIELD VERIFY)REMOVE(FIELD VERIFY)REMOVEDRAINAGE GUTTERS(FIELD VERIFY)ALTERNATE 1 LIMITSALTE R N A T E 1 LI MI T S REMOVE EXISTINGTREES AND SHRUBS(FIELD VERIFY LOCATION)REMOVE EXISTINGTREES AND SHRUBS AS NEEDED FORSTORM WATER LINES(FIELD VERIFY LOCATION)RNOTES:LEGENDCONCRETE PAVEMENT REMOVALSBITUMINOUS PAVEMENT REMOVALSFENCING REMOVALSUTILITY REMOVALSTREE REMOVALSSAWCUTORANGE SNOW PROTECTIVE FENCINGPROPERTY LINEBASE BID REMOVAL LIMITS1. REFER TO SHEET C1.4 GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES(CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING,ROADWAYS, ETC.) WHICH ARE TO REMAIN.3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS ANDVEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'SSATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD.EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEENDETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS ANDTHE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITECHARACTERISTICS.5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATEALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.6. TREE PROTECTION: INSTALL ORANGE SNOW FENCING AT DRIP LINE.EXISTING CONDITIONSAND REMOVALS PLANATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/20210V1123087DCRJRPFEETSCALE03060HORZ. RELOCATE MOVABLE PLASTIC BROOMBALLBARRIERS TO TEMPORARY LOCATIONDURING CONSTRUCTION (COORDINATE W/OWNER)PROTECT EXISTING TREES AND SHRUBSPROTECT EXISTINGPARKING LOTPROTECTEXISTINGVEGETATIONPROTECTEXISTINGVEGETATIONPROTECT EXISTINGTREES AND SHRUBSPROTECT EXISTINGTREES AND SHRUBSPROTECT EXISTINGTREES AND SHRUBSPROTECT EXISTINGTREES AND SHRUBSPROTECT EXISTING TREERNOTES:1. REFER TO SHEET C1.4, GRADING AND DRAINAGE PLAN FOR GENERAL NOTES.2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITEFEATURES (CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUNDUTILITIES, SIGNAGE, FENCING, ROADWAYS, ETC.) WHICH ARE TO REMAIN.3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASSAND VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TOOWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THEFIELD. EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICHCOULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE,THE CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TOEXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS.5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TOLOCATE ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BYCONSTRUCTION OPERATIONS.6. TREE PROTECTION: INSTALL ORANGE SNOW FENCING AT DRIP LINE.EXISTING CONDITIONSAND REMOVALS PLANTHROWSATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/20210V1123087DCRJRPLEGENDCONCRETE PAVEMENT REMOVALSBITUMINOUS PAVEMENT REMOVALSPROPERTY LINEFEETSCALE03060HORZ. MULTI-PURPOSESYNTHETIC FIELD(ALTERNATE BID - REFER TOSHEET C1.X1)9-LANE RUNNING TRACKSTADIUMFIELDSTEEPLECHASE PITHIGHJUMPRAD PT. 'B'RAD PT. 'A'90°0'0"'90°0'0"'283.88' BETWEEN RADII233.03' T O P A V E M E NT / C U R B F A C E TRAC K R A DI U S E X T E N D E DTRACK R A DI U S E XT E N D E DTRACK RADIUS EXTENDEDR118.50' TO MEASURE LINER152.32' TO FENCE LINER150.02' TO RESILIENT SURFACE(HIGH POINT OF TRACK PAVE)R116.02' TO FACE OF CURBR152.93' TO 4' FENCER150.63' TO RESILIENT SURFACE(HIGH POINT OF TRACK PAVEMENT)R164.93' TO FENCEPCPC35.30'PCPC184.02'80.00'36.00' 35.30'36.00'110.00'R118.50' TO MEASURE LINE8.00'147.64(45m)147.64(45m)8.00'32.8027.60'R20.00'R40.00'R33.0'R19.0'R16.0'R48.0'R36.0'R221.00'R40.00'R30.00'145°51'44"26.36'42.70'15.50'11.00'18.84'14.20'R15.40'30.81' (M.E.WIDTH)24.89'19.50'51.23'47.15'R55.00'R55.00'R116.52' TO FACE OF CURB46°4'40"R50.00'R58.00'R429.68'R42.00'R74.31'R163.32'R417.68'32.00'12.00'12.00'R20.00'R10.00'R189.17'21.50'16.50'5.00'R8.00'12.00' 18.84' M.E. WI D T H 12.00'22.23'7.97'17.34'12.00' M.E. WIDTH18.64' TOBACK OF CURB35.30'47.66'R167.41' TO TRENCH DRAIN8.00'(M.E. WIDTH)12.00'R163.32'8.00'(M.E. WIDTH)R3.00'R50.00'R3.00'1.76'1.76'28°12'9"6.00'20.00'3.89'126.91'JRPDCR0V1.123087SITEGEOMETRICPLAN(BASE BID)ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021FEETSCALE03060HORZ.RLEGENDBASELINE FOR DIMENSIONSPOINT OF CURVATUREPROPERTY LINEPROPOSED TREE LINEPCNOTES:1. REFER TO SHEET C1.4, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT,CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED.3. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELDLAYOUT. MULTI-PURPOSESYNTHETIC FIELD(ALTERNATE BID - REFER TOSHEET C1.X1)9-LANE RUNNING TRACKSTADIUMFIELDSTEEPLECHASE PITHIGHJUMPRAD PT. 'B'RAD PT. 'A'90°0'0"'90°0'0"'283.88' BETWEEN RADII233.03' T O P A V E M E NT / C U R B F A C E TRAC K R A DI U S E X T E N D E DTRACK R A DI U S E XT E N D E DTRACK RADIUS EXTENDEDR118.50' TO MEASURE LINER152.32' TO FENCE LINER150.02' TO RESILIENT SURFACER116.02' TO FACE OF CURBR152.93' TO 4' FENCER150.63' TO RESILIENT SURFACER164.93' TO FENCEPCPC35.30'PCPC184.02' 230.0 0' ( A L T 1)365.00' (ALT 1)80.00'36.00' 35.30'36.00'110.00'R118.50' TO MEASURE LINE126.28' (ALT 1)8.00'147.64(45m)147.64(45m)8.00'32.8027.60'R20.00'R40.00'R33.0'R19.0'R16.0'R48.0'R36.0'R221.00'R40.00'R30.00'R830.56' (ALT 1)R830.56' (ALT 1)145°51'44"26.36'42.70'15.50'11.00'18.84'14.20'135°0'0" (ALT 1)R8.00' (ALT 1)135°0'0" (ALT 1)R8.00' (ALT 1)8.00'R169.41' TO TRENCH DRAINR15.40'30.81' (M.E.WIDTH)24.89'19.50'51.23'47.15'R55.00'R55.00'R116.52' TO FACE OF CURB46°4'40"R50.00'R58.00'R429.68'R421.68'R42.00'R50.00'R74.31'R163.32'R417.68'32.00'25.00' ( A L T 1) 12.00'12.00'R20.00'R10.00'R189.17'21.50'16.50'5.00'R8.00'12.00' 18.84' M.E. WI D T H 12.00'22.23'7.97'17.34'3.89'12.00' M.E. WIDTH18.64' TOBACK OF CURB35.30'47.66'JRPDCR0V1.123087SITEGEOMETRICPLAN(ALTERNATE 1)ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021FEETSCALE03060HORZ.RLEGENDBASELINE FOR DIMENSIONSPOINT OF CURVATUREPROPERTY LINEPCNOTES:1. REFER TO SHEET C1.4, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT,CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED.3. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELDLAYOUT. MULTI-PURPOSESYNTHETIC FIELD(ALTERNATE BID - REFER TOSHEET C1.X1)19-LANE RUNNING TRACK234567891234567891234567894 0 3 0 2 0 1 0 4 0 3 0 2 0 1 0 5 0 403020104030201050STADIUMFIELDSTEEPLECHASE PITHIGHJUMPRAD PT. 'B'RAD PT. 'A'13C2.313C2.3CONSTRUCTCOMM BOX @TRACK FINISHLINEBOX CCONSTRUCTCOMM BOX @50-YARD LINE2C2.31C2.39C2.21C2.31C2.31C2.31C2.31C2.38C2.38C2.31C2.416C2.319C2.319C2.36C2.36C2.34'CLF4'CLF4'CLF6'CLF4'CLF4'H10'W4'H10'W4'H5'W4'H5'W4'CLF4'CLF4'CLF4'H12'W4'H10'W6'CLF6'CLF6'H16'W6'H16'W4'CLF6'CLF3C2.36C2.43C2.36C2.412C2.318C2.316C2.34C2.33C2.33C2.31AC2.3BOX EBOX FBOX HBOX I7C2.37C2.37C2.37C2.37C2.3AAAABOX B7C2.36'H16'W6'H12'W6'CLF6'H8'W3C2.4NEW DIRT ACCESS DRIVERELOCATED DIRT ACCESS DRIVE20C2.3FUTURE PLAZA(APPROXIMATE EXTENTS)20C2.37C2.34C2.4BOX A7C2.3AAAA6'CLFBURY & CAPCONDUIT LINE FORFUTURE CONNECTIONA4'H16'RBOX DBOX G3C2.37C2.316C2.34C2.34C2.318C2.33C2.43C2.4LEGENDFENCING KEY NOTES4' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL6' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL5' WIDE, 4' HIGH SINGLE SWING GATE WITH LOCKING DEVICE10' WIDE, 4' HIGH SINGLE SWING GATE WITH LOCKING DEVICE12' WIDE, 4' HIGH SINGLE SWING GATE WITH LOCKING DEVICE8' WIDE, 6' HIGH SINGLE SWING GATE WITH LOCKING DEVICE12' WIDE, 6' HIGH SINGLE SWING GATE WITH LOCKING DEVICE16' WIDE, 6' HIGH SINGLE SWING GATE WITH LOCKING DEVICE16' WIDE, 4' HIGH SINGLE SLIDING GATE WITH LOCKING DEVICENOTES:1. REFER TO SHEET C1.4, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELDLAYOUT..3. ALL DISTURBED AREAS NOT DESIGNATED TO BE PAVED OR RECIEVE SYNTHETICTURF SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED.4. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TOALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGESWILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING ANDNEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.5. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TOPROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR ALLAPPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THESATISFACTION OF THE ENGINEER.INSTALL TWO - 2" AND ONE - 1" CONDUIT BLANKS WITH90-DEGREE SWEEPS (WITH PULL TAPE AND TRACE WIRE) AT30" DEPTH FOR FUTURE NEEDS. EXTEND TO EACH COMMBOX SHOWN (9). CAP AND LABEL ALL CONDUIT RUNS.KEY NOTESAJRPDCR0V1123087SITE FINISHINGPLAN(BASE BID)ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021FEETSCALE03060HORZ.4'H5'W4'CLF4'H10'W4'H12'W6'H12'W6'CLF6'H16'W6'H8'WREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)PROPOSED LIGHT DUTY BITUMINOUS PAVEMENTPROPOSED SYNTHETIC TURFPROPOSED TRACK AND EVENT PAVEMENTWITH RESILIENT SURFACINGPROPOSED TRACK AND EVENT PAVEMENTWITHOUT RESILIENT SURFACINGPROPOSED CONCRETEPROPOSED RECLAIMED GRAVEL DRIVEPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED SURGE BASIN (SB)PROPOSED FLARED END SECTION (FES)FENCING KEY NOTEPROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANSPROPERTY LINEPROPOSED RETAINING WALLPROPOSED CHAIN LINK FENCINGPROPOSED CHAIN LINK FENCING WITH MAINTENANCESTRIP1C2.36'CLF4'H16'R MULTI-PURPOSESYNTHETIC FIELD(ALTERNATE BID - REFER TOSHEET C1.X1)19-LANE RUNNING TRACK234567891234567891234567894 0 3 0 2 0 1 0 4 0 3 0 2 0 1 0 5 0 403020104030201050STADIUMFIELDSTEEPLECHASE PITHIGHJUMPRAD PT. 'B'RAD PT. 'A'13C2.313C2.3CONSTRUCTCOMM BOX @TRACK FINISHLINEBOX CCONSTRUCTCOMM BOX @50-YARD LINE2C2.31C2.39C2.21C2.31C2.31C2.31C2.31C2.38C2.38C2.31C2.416C2.38C2.219C2.319C2.36C2.36C2.34'CLF4'CLF4'CLF6'CLF6'CLF6'CLF4'CLF4'H10'W4'H10'W4'H5'W4'H5'W4'CLF4'CLF4'CLF4'H12'W4'H10'W6'CLF6'CLF6'H16'W6'H16'W4'CLF6'CLF3C2.36C2.43C2.36C2.412C2.318C2.316C2.34C2.33C2.33C2.31AC2.3BOX EBOX FBOX HBOX I7C2.37C2.37C2.37C2.37C2.3AAAABOX B7C2.36'H16'W6'H12'W6'CLF6'H8'W3C2.4NEW DIRT ACCESS DRIVERELOCATED DIRT ACCESS DRIVEA20C2.36X14" CURBVALLEY GUTTERBOX LBOX JBOX K6X14" CURBFUTURE PLAZA(APPROXIMATE EXTENTS)20C2.37C2.34C2.4BOX A7C2.3AAAAAAMULTI-PURPOSESCOREBOARD6'CLFBURY & CAPCONDUIT LINE FORFUTURE CONNECTIONA4'H16'RBOX DBOX G7C2.37C2.37C2.33C2.37C2.316C2.34C2.34C2.318C2.33C2.43C2.4LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)PROPOSED LIGHT DUTY BITUMINOUS PAVEMENTPROPOSED SYNTHETIC TURFPROPOSED TRACK AND EVENT PAVEMENTWITH RESILIENT SURFACINGPROPOSED TRACK AND EVENT PAVEMENTWITHOUT RESILIENT SURFACINGPROPOSED CONCRETEPROPOSED RECLAIMED GRAVEL DRIVEPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)FENCING KEY NOTEPROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANSPROPERTY LINEPROPOSED RETAINING WALLPROPOSED CHAIN LINK FENCINGPROPOSED CHAIN LINK FENCING WITH MAINTENANCESTRIPFENCING KEY NOTES4' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL6' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL5' WIDE, 4' HIGH SINGLE SWING GATE WITH LOCKING DEVICE10' WIDE, 4' HIGH SINGLE SWING GATE WITH LOCKING DEVICE12' WIDE, 4' HIGH SINGLE SWING GATE WITH LOCKING DEVICE8' WIDE, 6' HIGH SINGLE SWING GATE WITH LOCKING DEVICE12' WIDE, 6' HIGH SINGLE SWING GATE WITH LOCKING DEVICE16' WIDE, 6' HIGH SINGLE SWING GATE WITH LOCKING DEVICENOTES:1. REFER TO SHEET C1.4, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELDLAYOUT..3. ALL DISTURBED AREAS NOT DESIGNATED TO BE PAVED OR RECIEVE SYNTHETICTURF SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED.4. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TOALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGESWILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING ANDNEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.5. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TOPROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR ALLAPPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THESATISFACTION OF THE ENGINEER.INSTALL TWO - 2" AND ONE - 1" CONDUIT BLANKS WITH90-DEGREE SWEEPS (WITH PULL TAPE AND TRACE WIRE) AT30" DEPTH FOR FUTURE NEEDS. EXTEND TO EACH COMMBOX SHOWN (9). CAP AND LABEL ALL CONDUIT RUNS.KEY NOTESA1C2.3JRPDCR0V1123087SITE FINISHINGPLAN(ALTERNATE 1)ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021FEETSCALE03060HORZ.6'CLF4'H5'W4'CLF4'H10'W4'H12'W6'H12'W6'CLF6'H16'R6'H8'W JAVELINDISCUS-HAMMERTHROW EVENTEXISTINGBROOMBALLAREASHOTPUT (2)21C2.314C2.317C2.3GRASSJRPDCR0V1123087SITE FINISHINGPLANTHROWSATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021FEETSCALE03060HORZ.LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)PROPOSED LIGHT DUTY BITUMINOUS PAVEMENTPROPOSED SYNTHETIC TURFPROPOSED TRACK AND EVENT PAVEMENTWITH RESILIENT SURFACINGPROPOSED TRACK AND EVENT PAVEMENTWITHOUT RESILIENT SURFACINGPROPOSED CONCRETEPROPOSED RECLAIMED GRAVEL DRIVEPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)FENCING KEY NOTEPROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANSPROPERTY LINEPROPOSED RETAINING WALLPROPOSED CHAIN LINK FENCINGPROPOSED CHAIN LINK FENCING WITH MAINTENANCESTRIPNOTES:1. REFER TO SHEET C1.4, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELDLAYOUT..3. ALL DISTURBED AREAS NOT DESIGNATED TO BE PAVED OR RECIEVE SYNTHETICTURF SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED.4. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TOALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGESWILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING ANDNEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.5. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TOPROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR ALLAPPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THESATISFACTION OF THE ENGINEER.1C2.36'CLF >>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>> >> > > > > > > > > > > > > > > > > >> >> >>>>>>>>>>>>>> >> > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>> >> >> >> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>llllllllllllllllllll l l l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>9-LANE RUNNING TRACKSTADIUMFIELDSTEEPLECHASE PITHIGHJUMP0.5% SLOP E 0.5% SLOP E 0.5% SLOP E 0.5% SLOP E 4.5% SLOP E 1.0% MAX.SLOPE1.0% SLOP E 1.0% SLOP E 1.0%SLOPE1.0%SLOPE28.3528.3528.3528.3528.3528.3528.3528.228.128.128.1528.128.128.128.128.128.128.128.127.827.828.127.827.892892892828.126.727.827.827.827.827.828.1T.W. (928.2)B.W. (923.2)T.W. (928.2)B.W. (922.2)T.W. (928.0)B.W. (920.7)T.W. (928.0)B.W. (921.0)28.128.1T.W. (928.0)B.W. (922.0)28.128.027.9027.9528.8028.7528.3528.028.0T.W. (928.2)B.W. (928.2)T.W. (928.2)B.W. (928.2)26.427.95928M.E.20.6M.E.20.520.590828.7525.728.0910 912 914 916 91892092892892625.025.2M.E.21.0M.E.21.092027.927.9592792692427.827.8924922 92693093293492727.892692892792828.1592727.692292091827.927.8928926922919EOF920.120.421.020.420.420.4916924920920919T.W. (928.0)B.W. (924.2)924T.W. (926.0)B.W. (924.0)31.031.427.7527.8M.E. 29.492221.591691992828.327.85THICKENED POROUSAGGREGATE SECTION. 7"DEPTH X 19,000 SF25.619.019.028.128.128.1T.S. 27.9B.S. 25.9 (M.E)T.S. 29.3B.S. 28.326.026.028.027.9528.028.1528.428.328.628.128.3528.4528.2528.628.5528.128.1M.E.28.127.992892828.028.528.3528.128.0928T.W. (928.0)B.W. (921.0)T.W. (927.9)B.W. (925.9)M.E.26.826.726.428.0M.E.(25.5)M.E.(25.7)THICKENED POROUSAGGREGATE SECTION. 7"DEPTH X 19,000 SF28.0528.1527.8527.9527.992827.828.027.9928928 92827.925.7525.026.819.827.828.128.027.627.827.828.128.0T.S. 29.3B.S. 28.3T.S. 29.3B.S. 28.328.028.027.7528.027.8528.027.8528.028.127.9527.9527.9527.8528.027.9528.0EOF927.5EOF920.193019.019.0FILTRATIONAREA 2AFILTRATIONAREA 4AFILTRATIONAREA 1C928927928RLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGTW = FINISH GRADE AT HIGH SIDE OF WALLBW = FINISH GRADE AT LOW SIDE OF WALLT.S. = TOP OF STEPB.S. = BOTTOM OF STEPPROPOSED GRADING LIMITSAPPROXIMATE SOIL BORING / TEST PIT LOCATIONPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED SURGE BASIN (SB)PROPOSED FLARED END SECTION (FES)PROPERTY LINEGRADING AND DRAINAGEPLAN(BASE BID)1C2.1928.0928928.5ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021FEETSCALE03060HORZ.0V1123087DCRJRP1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTIONSTAKING / LAYOUT.3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS,INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THECITY.4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE(CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALLSIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCALAUTHORITIES.5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC.6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATUREOF MATERIALS TO BE HANDLED.7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS.8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.9. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PART OFSECTION 01 89 13, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BERESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP.10. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTIONCAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROMSEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.11. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.12. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.13. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITEFEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN.14. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESSOTHERWISE NOTED.15. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 28.5 OR 28 SHALL BE UNDERSTOOD TOMEAN 928.5 OR 928.16. SPOT ELEVATIONS SHOWN IN INDICATE TOP OF CURB, PAVEMENT SURFACE, OR GUTTERGRADES, UNLESS NOTED OTHERWISE.17. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT,FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONEIN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORTSUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BEINCIDENTAL TO THE CONTRACT.18. NO FINISHED SLOPES SHALL EXCEED 3' HORIZONTAL TO 1' VERTICAL (3:1), UNLESSOTHERWISE NOTED.19. ALL DISTURBED AREAS NOT DESIGNATED TO BE PAVED OR RECEIVE SYNTHETIC TURF,SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED.20. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FORA CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BEACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TOALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.21. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD ALL APPLICABLE AREAS, AT NOADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.22. ANY MANHOLE, CATCH BASIN, STORM SEWER, DRAINTILE OR OTHER POTENTIAL SOURCEFOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BEMEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THECONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).23. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALLEXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFOREBEGINNING CONSTRUCTION.GENERAL NOTES928 >>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>> >> > > > > > > > > > > > > > > > > >> >> >>>>>>>>>>>>>> >> > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>> >> >> >> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>llllllllllllllllllll l l l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MULTI-PURPOSESYNTHETIC FIELD(ALTERNATE BID - REFER TOSHEET C1.X1)9-LANE RUNNING TRACKSTADIUMFIELDSTEEPLECHASE PITHIGHJUMP28.3528.3528.3528.3528.3528.3528.3528.228.128.128.1528.128.128.128.128.128.128.128.127.827.828.127.827.892892892828.126.727.827.826.792627.827.827.827.828.1T.W. (928.2)B.W. (923.2)T.W. (928.2)B.W. (922.2)T.W. (928.0)B.W. (920.7)T.W. (928.0)B.W. (921.0)28.128.1T.W. (928.0)B.W. (922.0)28.128.027.9027.9528.8028.7528.3528.028.0T.W. (928.2)B.W. (928.2)T.W. (928.2)B.W. (928.2)927927.527.228.827.2928 92726.427.9592827.8M.E.20.6M.E.20.520.590828.7525.728.0910 912 914 916 91892092892892625.025.2M.E.21.0M.E.21.092027.926.727.627.959279269240.5% SLOP E0.5% SLOP E 0.5% SLOP E 0.5% SLOP E 0.5% SLOP E 0.5% SLOP E 27.827.8924922 92693093293426.026.393093292427.226.792692727.89264.5% SLOP E 92892792828.1592727.692292091827.827.927.227.627.727.8928926922919EOF920.120.421.020.420.420.4916924920920919T.W. (928.0)B.W. (924.2)924T.W. (926.0)B.W. (924.0)31.031.427.7527.8M.E. 29.492221.591691992828.327.85THICKENED POROUSAGGREGATE SECTION. 7"DEPTH X 19,000 SF25.619.019.028.128.128.1T.S. 27.9B.S. 25.9 (M.E)T.S. 29.3B.S. 28.326.026.01.0% MAX.SLOPE28.027.9528.028.1528.428.328.628.128.3528.4528.2528.628.5528.128.1M.E.28.127.992892828.028.528.3528.128.09281.0% SLOP E 1.0% SLOP E T.W. (928.0)B.W. (921.0)T.W. (927.9)B.W. (925.9)1.0%SLOPE1.0%SLOPEM.E.26.826.726.428.0M.E.27.0M.E.(25.5)M.E.(25.7)THICKENED POROUSAGGREGATE SECTION. 7"DEPTH X 19,000 SF927 28.0528.1527.8527.9527.992827.828.027.9928928 92827.925.7525.026.819.827.828.128.027.8527.827.828.128.0T.S. 29.3B.S. 28.3T.S. 29.3B.S. 28.328.028.027.7528.027.8528.027.8528.028.127.9527.9527.9527.8528.027.9528.0EOF927.5EOF920.128.128.020.520.5RLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGTW = FINISH GRADE AT HIGH SIDE OF WALLBW = FINISH GRADE AT LOW SIDE OF WALLPROPOSED GRADING LIMITSAPPROXIMATE SOIL BORING / TEST PIT LOCATIONPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED SURGE BASIN (SB)PROPOSED FLARED END SECTION (FES)PROPERTY LINEGRADING AND DRAINAGEPLAN(ALTERNATE 1)1C2.1928.0928928.5ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021FEETSCALE03060HORZ.0V1123087DCRJRP1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTIONSTAKING / LAYOUT.3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS,INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THECITY.4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE(CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALLSIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCALAUTHORITIES.5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC.6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATUREOF MATERIALS TO BE HANDLED.7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS.8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.9. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PART OFSECTION 01 89 13, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BERESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP.10. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTIONCAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROMSEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.11. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.12. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.13. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITEFEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN.14. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESSOTHERWISE NOTED.15. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 28.5 OR 28 SHALL BE UNDERSTOOD TOMEAN 928.5 OR 928.16. SPOT ELEVATIONS SHOWN IN INDICATE TOP OF CURB, PAVEMENT SURFACE, OR GUTTERGRADES, UNLESS NOTED OTHERWISE.17. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT,FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONEIN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORTSUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BEINCIDENTAL TO THE CONTRACT.18. NO FINISHED SLOPES SHALL EXCEED 3' HORIZONTAL TO 1' VERTICAL (3:1), UNLESSOTHERWISE NOTED.19. ALL DISTURBED AREAS NOT DESIGNATED TO BE PAVED OR RECEIVE SYNTHETIC TURF,SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED.20. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FORA CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BEACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TOALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.21. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD ALL APPLICABLE AREAS, AT NOADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.22. ANY MANHOLE, CATCH BASIN, STORM SEWER, DRAINTILE OR OTHER POTENTIAL SOURCEFOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYWATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BEMEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THECONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).23. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALLEXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFOREBEGINNING CONSTRUCTION.GENERAL NOTES928 JAVELINDISCUS-HAMMERTHROW EVENTEXISTINGBROOMBALLAREASHOTPUT (2)89.189.588989.589.5M.E.90.388989.7589.989.689.9890889M.E. 89.0(FIELDVERIFY)89.4M.E.90.088.888.9RGRADING AND DRAINAGEPLANTHROWSATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021FEETSCALE03060HORZ.LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGPROPOSED GRADING LIMITSAPPROXIMATE SOIL BORING / TEST PIT LOCATIONPROPERTY LINE1C2.2928.0928928928.50V1123087DCRJRP1. SEE SHEET C1.4 FOR GENERAL NOTESNOTES MULTI-PURPOSYNTHETIC FI(ALTERNATE BID - RSHEET C1.X>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>FLAT TILE CONNECTIONTO 15" PERF PVC (TYP)FLAT TILE CONNECTIONTO 15" PERF PVC (TYP)FLAT TILE CONNECTIONTO 12" PERF PVC (TYP)FLAT TILE CONNECTIONTO 12" PERF PVC (TYP)20.00' (TYP)20.00' (TYPICAL)1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE7C2.2(TYPICAL)7C2.2(TYPICAL)7C2.2(TYPICAL)7C2.2(TYPICAL)1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILE1"X12"FLAT TILESLOPE = 0.34%SLOPE = 0.44%SLOPE = 0.62%SLOPE = 0.71%SLOPE = 0.27%SLOPE = 0.34%SLOPE = 0.50%SLOPE = 0.55%>>MULTI-PURPOSESYNTHETIC FIELD(ALTERNATE BID - REFER TOSHEET C1.X1)9-LANE RUNNING TRACKSTADIUMFIELDSTEEPLECHASE PITHIGHJUMP28.3528.3528.3528.3528.3528.3528.3528.228.128.128.1528.128.128.128.128.128.128.128.127.827.828.127.827.892892892828.126.727.827.827.827.827.828.1T.W. (928.2)B.W. (923.2)T.W. (928.2)B.W. (922.2)T.W. (928.0)B.W. (920.7)T.W. (928.0)B.W. (921.0)28.128.1T.W. (928.0)B.W. (922.0)28.128.027.9027.9528.8028.7528.3528.028.0T.W. (928.2)B.W. (928.2)T.W. (928.2)B.W. (928.2)26.427.95928M.E.20.6M.E.20.520.590828.7525.728.0910 912 914 916 91892092892892625.025.2M.E.21.0M.E.21.092027.927.9592792692427.827.8924922 92693093293492727.892692892792828.1592727.692292091827.927.8928926922919EOF920.120.421.020.420.420.4916924920920919T.W. (928.0)B.W. (924.2)924T.W. (926.0)B.W. (924.0)31.031.427.7527.8M.E. 29.492221.591691992828.327.85THICKENED POROUSAGGREGATE SECTION. 7"DEPTH X 19,000 SF25.619.019.028.128.128.1T.S. 27.9B.S. 25.9 (M.E)T.S. 29.3B.S. 28.326.026.028.027.9528.028.1528.428.328.628.128.3528.4528.2528.628.5528.128.1M.E.28.127.992892828.028.528.3528.128.0928T.W. (928.0)B.W. (921.0)T.W. (927.9)B.W. (925.9)M.E.26.826.726.428.0M.E.(25.5)M.E.(25.7)THICKENED POROUSAGGREGATE SECTION. 7"DEPTH X 19,000 SF28.0528.1527.8527.9527.992827.828.027.9928928 92827.925.7525.026.819.827.828.128.027.627.827.828.128.0T.S. 29.3B.S. 28.3T.S. 29.3B.S. 28.328.028.027.7528.027.8528.027.8528.028.127.9527.9527.9527.8528.027.9528.0EOF927.5EOF920.193019.019.0FILTRATIONAREA 2AFILTRATIONAREA 4AFILTRATIONAREA 1C928927928>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>> >> > > > > > > > > > > > > > > > > >> >> >>>>>>>>>>>>>> >> > > > > > > > > > > > > > > > >>>211' - 12" PERFPVC @ 0.44%MH 104RIM = 927.6INV. = 919.57 SW/SEINV. = 923.07 N48" IDR-1642 CASTING TO RECEIVE2-1/2" SYNTHETIC TURFMH 105RIM = 927.6INV. = 921.03 NE/SEINV. = 923.33 NW/SW48" IDR-1642 CASTING TORECEIVE 2-1/2"SYNTHETIC TURF15" PERF PIPE INV. =921.75. CAP 2 ENDS OFPERFORATED PVC.660' - 15" PERFPVC @ 0.33%442 - 15" PERFPVC @ 0.33%INV. 6" DT = 924.55INV. = 923.88WYE CONNECTIONINV. = 923.17WYE CONNECTION152' - 12" PERFPVC @ 0.44%218' - 15" PERFPVC @ 0.33%>>>>TD-CB9TD-CB8TD-CB7TD-CB6TD-CB5TD-CB4TD-CB3TD-CB2TD-CB159' - 15" PVC@ 0.33%>>UGS 1BSTONE INV. = 915.8836" PIPE INV. = 916.38PIPE OUT INV. = 916.38WATER QUALITY ELEV (OCS 1) = 918.38HWL = 919.17SURFACE AREA OF STONE (MIN) = 8,103 SFVOLUME OF STONE (MIN) = 5,991 CFNUMBER OF 36" PIPES = 88>>>>>>>>>>>> >> >> >>FILTRATION AREA 1CBOTTOM ELEVATION = 926.00BOTTOM AREA = 4,382 SFHWL = 926.82EOF = 927.10WATER QUALITY ELEV = 926.80FILTRATION AREA 2ABOTTOM ELEVATION = 919.00BOTTOM AREA = 3,122 SFHWL = 919.89EOF = 920.10WATER QUALITY ELEV = 919.80FILTRATION AREA 4ABOTTOM ELEVATION = 919.00BOTTOM AREA = 2029 SFHWL = 920.02EOF = 920.10WATER QUALITY ELEV = 919.80CB 1RIM = 926.8INV. = 918.94 W/NINV. = 921.80 DT48" IDR-2560EA (BEEHIVE)297' - 15" RCP@ 0.52%MH 101RIM = 925.0INV. = 915.90 WINV. = 917.40 E48" IDR-1642FES 1INV. = 905.0015" APRONWITH RIP RAP21' - 15" RCP@ 0.33%> >>>>>>>>>>>>>>>>>>>>>>>>>>>CB 2RIM = 919.8INV. = 914.10INV. = 915.00 DT48" IDR-2560EA (BEEHIVE)MH 106RIM = 920.8INV. = 910.20 (EXISTING - FIELDVERIFY)INV. = 913.70 W48" IDR-1642CONSTRUCT STRUCTURE OVEREXISTING PIPE. PROVIDE FLEXIBLEJOINT AT PIPE CONNECTIONS.71' - 12" PVC@ 0.56%CB 4ARIM = 927.7INV. = 919.30 NINV. = 922.97 EINV. = 925.30 FD (2)12" PVC STRUCTURE WITHAN 8" LD STANDARD GRATESB 1INV. = 919.0012" APRONWITH RIP RAP36' - 12" RCP@ 0.83%60' - 8" PVC@ 0.80%CB 4CRIM = 927.8INV. = 923.90INV. = 925.30 FD (2)8" PVC STRUCTURELD STANDARD GRATECB 3RIM = 919.8INV. = 913.20INV. = 915.00 DT48" IDR-2560EA (BEEHIVE)FES 3INV. = 913.0012" APRONWITH RIP RAP27' - 12" RCP@ 0.74%>>>>>>>>>>>>>>>>>>>>>>CB 5ERIM = 927.8INV. = 923.6 NE/SINV. = 925.30 FD (1)12" PVC STRUCTUREWITH AN 8" LDSTANDARD GRATE65' - 8" PVC@ 0.92%CB 5BRIM = 927.9INV. = 923.30INV. = 925.4 FD (2)8" PVC STRUCTURELD STANDARD GRATE>>>> >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>INV. 6" DT = 924.55> > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CB 5DRIM = 927.9INV. = 924.00INV. = 925.40 FD (2)8" PVC STRUCTURELD STANDARD GRATEINV. = 924.00.CAP END OF 12"PERFORATED PVCINV. = 923.70WYE CONNECTIONINV. = 923.35WYE CONNECTIONINV. = 924.00.CAP END OF 12"PERFORATED PVC.WYE CONNECTIONINV. = 923.80WYE CONNECTIONINV. = 923.44WYE CONNECTION6"DT6"DT6"DT6"DT6"DT6"DT6"DT6"DT>>>>>>MH 103RIM = 928.0INV. = 918.16 SINV. = 919.38 NW/N//E60" IDR-16428' - 15" PVC@ 0.33%INV. = 918.13>>>>>>>>69' - 15" RCP@ 0.33%MH 102RIM = 928.1INV. = 919.1548" IDR-164264' - 15" RCP@ 0.33%>>FES 2INV. = 905.0015" APRONWITH RIP RAP18' - 15" RCP@ 0.33%8' - 24" RCP@ 0.00%OCS 1RIM = 925.8CONNECT DT ON DOWNSTREAMSIDE OF WEIR WALLINV. = 916.38>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>INV. (3) =913.8840.00'40.00'40.00'40.10'INV. =913.70PROTECT EXISTING UTILITYPOLE. CONTRACTOR TODESIGN AND PROVIDESHORING.PROTECT EXISTING UTILITYPOLE. CONTRACTOR TODESIGN AND PROVIDESHORING.INV. = 922.75INV. = 922.75>>>>>>>>>>INV. = 915.75INV. = 915.75INV. = 915.75INV. = 915.75INV. = 915.75>>>>>>>>>>PROPOSED YARD HYDRANT WITH 1"COPPER SERVICE. REFER TOSPECIFICATIONS. CONNECT 4" PVCDRAIN TO CB 4E @ INV. = 924.901" WS1" WSCONNECT TO EXISTING 2"COPPER WATER SERVICEINV. = 920.20185' - 12" PVC@ 0.44%>>>>>>CB 5FRIM = 927.8INV. = 924.10INV. = 925.30 FD (2)8" PVC STRUCTURELD STANDARD GRATECB 4BRIM = 927.9INV. = 923.40INV. = 925.40 FD (1)12" PVC STRUCTURE WITHAN 8" LD STANDARD GRATE53' - 8" PVC@ 0.94%55' - 8" PVC@ 0.91%53' - 8" PVC@ 0.80%CONNECT TO 2" OUTLET WITHA 2" PVC ON EXTERIOR WALLOF STEEPLE CHASE. OUTLETINVERT FROM STEEPLE CHASEIS APPROXIMATELY 926.30.CONNECT 2" PVCFROM STEEPLECHASE TO 15" PERFPVC @ INV = 921.2516C2.117C2.116C2.117C2.116C2.117C2.111C2.212C2.211C2.212C2.211C2.212C2.211C2.211C2.211C2.211C2.211C2.218C2.119C2.112C2.112C2.112C2.112C2.112C2.112C2.14C2.24C2.24C2.21C2.213C2.2>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>13C2.113C2.113C2.113C2.113C2.113C2.113C2.18C2.19C2.114C2.114C2.114C2.114C2.114C2.114C2.114C2.114C2.115C2.115C2.115C2.115C2.115C2.115C2.115C2.115C2.115C2.110C2.210C2.210C2.210C2.210C2.212C2.110C2.210C2.21C2.2CB 5CRIM = 927.9INV. = 923.80INV. = 925.40 FD (2)12" PVC STRUCTURE WITHAN 8" LD STANDARD GRATECB 5ARIM = 927.9INV. = 919.00 NWINV. = 923.00 SW/NEINV. = 925.40 FD (2)12" PVC STRUCTURE WITHAN 8" LD STANDARD GRATE36' - 8" PVC@ 0.83%23' - 8" PVC@ 0.87%CENTER LINEOF FIELDWORK SHOWN ON THEINSIDE OF THIS DASHEDLINE (MULTIPURPOSESYNTHETIC FIELD) IS BYALTERNATE #1WORK SHOWN ON THEINSIDE OF THIS DASHEDLINE (MULTIPURPOSESYNTHETIC FIELD) IS BYALTERNATE #145.50'40.00'160.00'61.00'23.00'27.50'12C2.2START TDEND TDSTART TDEND TDEND TDSTART TDSLOPE = 0.34%SLOPE = 0.44%SLOPE = 0.62%SLOPE = 0.71%SLOPE = 0.27%SLOPE = 0.34%SLOPE = 0.50%SLOPE = 0.55%INV. = 922.20>> >>12C2.112C2.1INV. = 915.75INSTALL CLEANOUTADJACENT TO BUT NOT INTHE BITUMINOUS WALKllllllllllllllllllll l l l1" RISER WITH BLINDFLANGE8C2.11" RISER WITH BLINDFLANGEWS PIPE FROM HERE TO THECURB STOP NEAR THE YARDHYDRANT MAY BE INSTALLEDAT 2'-3' BURY DEPTHMH 107BRIM = 924.0INV. = 916.00 NWINV. = 918.80 SE48" IDR-1642>>>>13C2.1>>>>>>>>>>>>13C2.138' - 12" PVC@ 0.53%45' - 12" RCP@ 0.44%CB (EXISTING)RIM = 903.8INV. = 900.80 (EXISTING -FIELD VERIFY)CONNECT TO EXISTINGSTRUCTURE. PROVIDEFLEXIBLE JOINT AT PIPECONNECTIONS.MH 108RIM = 918.9INV. = 905.07 WINV. = 915.70 E48" IDR-1642PROTECT EXISTING KEYSTONEWALL, STAIRS, ETC.CONTRACTOR TO DESIGN ANDPROVIDE SHORING.46' - 15" RCP@ 0.43%MH 109RIM = 918.2INV. = 905.06 WINV. = 913.40 E48" IDR-164251' - 15" RCP@ 0.39%1" WS1" WS1" WS1" WS >>>>>>13C2.1CB 4DRIM = 927.9INV. = 924.208" PVC STRUCTURELD STANDARD GRATE>>>>>>>>>>>>35' - 8" PVC@ 0.86%60' - 8" PVC@ 0.83%CB 4ERIM = 927.9INV. = 924.70INV. = 924.90 (YARD HYDRANT DRAIN)8" PVC STRUCTURE LD STANDARDGRATESB 2INV. = 919.0012" APRONWITH RIP RAP18C2.119C2.129' - 12" RCP@ 0.69%CB 6ARIM = 927.8INV. = 919.20 EINV. = 924.00 N12" PVC STRUCTURE WITHAN 8" LD STANDARD GRATECB 6BRIM = 927.9INV. = 924.508" PVC STRUCTURE LDSTANDARD GRATE58' - 8" PVC@ 0.86%24' - 12" RCP@ 0.83%MH 107ARIM = 916.0INV. = 901.00 NWINV. = 915.80 SE48" IDR-1642ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021UTILITY PLANFEETSCALE03060HORZ.1. REFER TO SHEET C1.4, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. ALL WATER SERVICE PIPE SHALL BE COPPER TYPE K CONFORMING TO ASTM B 88-62. ALLWATER SERVICE PIPING SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE).3. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTSIN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED INACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.4. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALLPIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES.b. ACCEPTABLE MANUFACTURERS / PRODUCTS:i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”iii. OR APPROVED EQUAL.7. WATER SERVICE SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYMANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIALSOURCE FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCESHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THECONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).8. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHERPOTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OFTHE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).9. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALLEXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNINGCONSTRUCTION.10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OFGATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONSSHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURBAND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCHBASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING.NOTESLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWT.W. = FINISH GRADE AT HIGH SIDE OF WALLB.W. = FINISH GRADE AT LOW SIDE OF WALLT.S. = FINISH GRADE AT TOP OF STEPB.S. = FINISH GRADE AT BOTTOM OF STEPPROPOSED GRADING LIMITSAPPROXIMATE SOIL BORING LOCATIONPROPOSED STORM SEWERPROPOSED PERFORATED STORM SEWERPROPOSED WATER SERVICEPROPOSED DRAINTILE (DT) / FINGER DRAIN (FD)PROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED SURGE BASIN (SB)PROPOSED FLARED END SECTION (FES)PROPOSED CURB BOXPROPOSED YARD HYDRANTPROPOSED UNDERGROUND STORAGE UNITSPROPERTY LINE1C2.1955>>l>>>>>>DARBJD0V1123087>>92828.013C2.11C2.28C2.29C2.210C2.113C2.211C2.118C2.119C2.116C2.117C2.18C2.19C2.11C2.210C2.211C2.2 MULTI-PURPOSESYNTHETIC FIELD(ALTERNATE BID - REFER TOSHEET C1.X1)> > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>> >> >> >> >> > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SLOPE = 0.55%>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>12" PERFORATEDPVC (2) INV = 924.7028.3528.128.127.826.727.827.826.792627.8927927.527.228.827.292892727.826.727.627.959279260.5% SLOP E 0.5% SLOP E 26.026.393093292427.226.792692727.827.927.227.627.727.892892626.026.01.0% SLOP E M.E.26.826.726.4M.E.27.092726.88.127.9527.95EOF927.5587' - 12" PERFPVC @ 0.44%587' - 12" PERFPVC @ 0.44%>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>INV. 6" DT= 925.00INV. 6" DT= 925.00MH 201 (ALTERNATE #1)RIM = 927.2INV. = 916.60 NEINV. = 922.12 S/SW48" IDR-1642>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >INV. = 924.26WYE CONNECTIONINV. = 924.44WYE CONNECTIONINV. = 924.57WYE CONNECTIONINV. = 924.40WYE CONNECTIONINV. = 922.48WYE CONNECTIONINV. = 922.30WYE CONNECTIONINV. = 922.26WYE CONNECTIONINV. = 922.44WYE CONNECTION6" DT @ 1.20%6" DT @ 1.27%6" DT @ 1.25%6" DT @ 1.18%6" DT @ 0.47%6" DT @ 0.37%6" DT @ 0.27%6" DT @ 0.35%8C2.28C2.28C2.28C2.28C2.28C2.28C2.28C2.2FES 4 (ALTERNATE #1)INV = 916.412" APRON WITH RIP RAP16C2.117C2.146' - 12" PERFPVC @ 0.44%40.00'40.00' 80.00'40.00'30.00'ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021UTILITY PLAN - ALTERNATE 1FEETSCALE02040HORZ.1. REFER TO SHEET C1.4, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. ALL WATER SERVICE PIPE SHALL BE COPPER TYPE K CONFORMING TO ASTM B 88-62. ALLWATER SERVICE PIPING SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE).3. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTSIN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED INACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.4. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALLPIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES.b. ACCEPTABLE MANUFACTURERS / PRODUCTS:i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”iii. OR APPROVED EQUAL.7. WATER SERVICE SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANYMANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIALSOURCE FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCESHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THECONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).8. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHERPOTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATIONDISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OFTHE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).9. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALLEXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNINGCONSTRUCTION.10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OFGATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONSSHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURBAND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCHBASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING.NOTESLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWT.W. = FINISH GRADE AT HIGH SIDE OF WALLB.W. = FINISH GRADE AT LOW SIDE OF WALLT.S. = FINISH GRADE AT TOP OF STEPB.S. = FINISH GRADE AT BOTTOM OF STEPPROPOSED GRADING LIMITSAPPROXIMATE SOIL BORING LOCATIONPROPOSED STORM SEWERPROPOSED PERFORATED STORM SEWERPROPOSED WATER SERVICEPROPOSED DRAINTILE (DT) / FINGER DRAIN (FD)PROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED SURGE BASIN (SB)PROPOSED FLARED END SECTION (FES)PROPOSED CURB BOXPROPOSED YARD HYDRANTPROPOSED UNDERGROUND STORAGE UNITSPROPERTY LINE1C2.1955>>l>>>>>>DARBJD0V1123087>>92828.013C2.11C2.28C2.29C2.210C2.113C2.211C2.118C2.119C2.116C2.117C2.18C2.19C2.11C2.210C2.211C2.2 MULTI-PURPOSESYNTHETIC FIELD(ALTERNATE BID - REFER TOSHEET C1.X1)9-LANE RUNNING TRACKSTADIUMFIELDSTEEPLECHASE PITHIGHJUMP1C2.12C2.11C2.11C2.1[][]>>>>>>>>>>>>>>>>>>>>>>>>>> >>>> >> >>>>>>>>>> >> > > > > > > > > > > > > > > > > >> >> >>>>>>>>>>>>>> >> > > > > > > > > > > > > > > > >>>>>>>>>> >>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>AAAAAAA[][][] [] [][][][][][][][][][][][][][][][][][][][][ ] [][][][][][][][][][][][][][][][][][]AA1C2.11C2.11C2.1A3C2.13C2.13C2.13C2.13C2.13C2.13C2.13C2.14C2.14C2.14C2.14C2.15C2.15C2.1AAAALTERNATE 1 LIMITSALTE R N A T E 1 LI MI T SALTERNATE 1 LIMITSALTE R N A T E 1 LI MI T S AAAAREROSION ANDSEDIMENT CONTROLPLAN1. REFER TO SHEET C1.3, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING ANDEROSION CONTROL REQUIREMENTS.3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSEDDIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATIONAS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCALREGULATIONS.6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT INDOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUTDOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.7. INLET PROTECTION DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWERSTRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. APPROVED PRODUCTS:a. ROAD DRAIN "TOP SLAB", MANUFACTURED BY WIMCOb. ROAD DRAIN "CURB & GUTTER", MANUFACTURED BY WIMCOc. INFRASAFE "SEDIMENT CONTROL BARRIER", MANUFACTURED BY ROYALENVIRONMENTAL SYSTEMS, INC.d. INFRASAFE "DEBRIS COLLECTION DEVICE", MANUFACTURED BY ROYALENVIRONMENTAL SYSTEMS, INC.e. INFRASAFE "CULVERT INLET PROTECTOR", MANUFACTURED BY ROYALENVIRONMENTAL SYSTEMS, INC.f. DANDY SACK, MANUFACTURED BY DANDY PRODUCTS, INC.g. DANDY CURB SACK, MANUFACTURED BY DANDY PRODUCTS, INC.h. OR APPROVED EQUAL.8. PRIOR TO CONSTRUCTION, DELINEATE TURF AND VEGETATED AREAS NOT TO BE DISTURBEDWITH ORANGE SNOW FENCE. NO CONSTRUCTION TRAFFIC, EQUIPMENT OR MATERIALS SHALLBE PERMITTED TO UTILIZE, ACCESS, OR OTHERWISE ENTER THE AREAS DESIGNATED NOT TOBE DISTURBED. MINIMIZE SOIL COMPACTION AND DISRUPTION OF TOPSOIL IN AREAS OUTSIDETHE CONSTRUCTION LIMITS TO COMPLY WITH MN CONSTRUCTION STORMWATER GENERALPERMIT.NOTESSILT FENCE = 800 L.F.SEDIMENT CONTROL LOG = 1,000 L.F.ROCK CONSTRUCTION ENTRANCE = 25 C.Y.EROSION CONTROL BLANKET = 3,000 S.Y.INLET PROTECTION DEVICE AT STORM SEWER INLET = 16APPROXIMATE EROSION CONTROLDEVICE QUANTITIESLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWTW = FINISH GRADE AT HIGH SIDE OF WALLBW = FINISH GRADE AT LOW SIDE OF WALLPROPOSED GRADING LIMITSPROPOSED STORM SEWERPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED SURGE BASINPROPOSED SILT FENCEPROPOSED SEDIMENT CONTROL LOGPROPOSED ROCK CONSTRUCTION ENTRANCEPROPOSED EROSION CONTROL BLANKETPROPOSED TEMPORARY DIVERSION BERMINLET PROTECTION DEVICE AT STORM SEWER INLETPROPOSED TREE LINEPROPERTY LINE1C2.192828.6>>A[]ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021JRPDCR0V112308792810C2.113C2.211C2.116C2.117C2.118C2.119C2.11C2.13C2.12C2.14C2.15C2.1FEETSCALE03060HORZ. JAVELINDISCUS-HAMMERTHROW EVENTEXISTINGBROOMBALLAREASHOTPUT (2)1C2.12C2.1REROSION ANDSEDIMENT CONTROLPLAN - THROWS025 501. REFER TO SHEET C1.4, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS.3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS.PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS.6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN DOWNSTREAM SEDIMENT, THECONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATEDRESTORATION.7. PRIOR TO CONSTRUCTION, DELINEATE TURF AND VEGETATED AREAS NOT TO BE DISTURBED WITH ORANGE SNOW FENCE. NOCONSTRUCTION TRAFFIC, EQUIPMENT OR MATERIALS SHALL BE PERMITTED TO UTILIZE, ACCESS, OR OTHERWISE ENTER THE AREASDESIGNATED NOT TO BE DISTURBED. MINIMIZE SOIL COMPACTION AND DISRUPTION OF TOPSOIL IN AREAS OUTSIDE THE CONSTRUCTIONLIMITS TO COMPLY WITH MN CONSTRUCTION STORMWATER GENERAL PERMIT.NOTESSILT FENCE = 400 L.F.ROCK CONSTRUCTION ENTRANCE = 25 C.Y.APPROXIMATE EROSION CONTROL DEVICEQUANTITIESLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWTW = FINISH GRADE AT HIGH SIDE OF WALLBW = FINISH GRADE AT LOW SIDE OF WALLPROPOSED GRADING LIMITSPROPOSED SILT FENCEPROPOSED ROCK CONSTRUCTION ENTRANCEPROPOSED EROSION CONTROL BLANKETPROPERTY LINE1C2.189089.688989.6ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021JRPDCR0V1123087EXCERPT FROM THE SWPPP NARRATIVESECTION 1.1 SWPPP Construction Sequence1.1 SWPPP Construction Sequence1. Install perimeter silt fence where indicated on the Drawings. Silt fence shall be as specified in Section 31 25 00.2. Prior to construction, delineate turf and vegetated areas not to be disturbed with orange snow fence. No construction traffic,equipment or materials shall be permitted to utilize, access, or otherwise enter the areas designated not to be disturbed. Minimize soilcompaction and disruption of topsoil in areas outside the construction limits to comply with MN Construction Stormwater GeneralPermit.3. Locally strip topsoil and push topsoil into minimum 2 foot-high temporary berms at perimeter silt fence locations for redundanterosion protection. Where possible, leave an undisturbed vegetation strip between the temporary topsoil berm and the silt fence. Siltfence shall be located downslope from the temporary berm.a. Provide temporary seed and mulch on temporary berms as described herein.a. 4. Have silt fence, sediment logs, and other erosion control devices inspected by local authorities, as required by the localauthority.5. Construct the rock construction entrance.6. Begin mass grading of the site, recognizing the following sequence:a. In fill areas, strip and stockpile soils prior to placement of subsequent fill.i. Provide temporary seed and mulch on stockpiles as described herein.ii. Provide silt fence at the base of stockpiles, full perimeter. This silt fence is not shown on the plans but shall be included in theContractor's lump sum bid.b. In cut areas, strip and stockpile soils prior to placement of subsequent fill.i. Provide temporary seed and mulch on stockpiles as described herein.ii. Provide silt fence at the base of stockpiles, full perimeter. This silt fence is not shown on the plans but shall be included in theContractor's lump sum bid.7. Establish subgrade elevations for synthetic turf field, running track and field events and other paved areas.8. Simultaneously with mass grading work, begin installation of utilities.a. Construct proposed storm sewer system.i. Construct Sediment Control Devices at proposed storm sewer inlets (hay bales around castings and silt fence under castings willnot be acceptable).ii. Begin construction of the underground retention system.(1) Protect the underground retention system during construction.(2) Construct the temporary berm around the excavation to prevent construction site sediment from reaching theunderground retention system. The temporary berm can be a simple wind row of soil pushed into a berm from theadjacent area.(3) Do not allow sediment to reach the underground system. Maintenance of Sediment Control Devices is critical until theupslope areas are stabilized.(4) Once backfilling the underground retention system is complete, remove the temporary berm.b. Construct proposed water service.9. Construct retaining walls.10. Construct bleacher footings and foundations, including backfill.11. Begin placement of sand sub-base in track and field events and synthetic turf field areas.a. Install collector drain tile system and complete sand subbase installation.12. Install fabric and porous rock base material over turf field.13. Construct turf curb around perimeter of running track; construct trench drain between high jump and running track, between steeplechase runway and running track, and adjacent to fence near east of long-triple jump/ pole vault area.14. Complete stabilization of the outlying vegetated areas (note, establishment of permanent vegetation will be accomplished by theOwner).a. Prior to spreading topsoil, till all subgrade soils that will receive topsoil to a minimum depth of 12 inches as specified in Section31 00 00 Earthwork.b. Spread topsoil and finish grade the outlying areas.c. Prepare these areas for final seeding (by Owner).d. Provide final seed and erosion control blanket (where indicated on the drawings) or seed and mulch where erosion blanket is notindicated (by Owner). This will serve as permanent stabilization for the outlying vegetated areas.15. Continue construction of the track and field event areas and trails using the following sequence:a. Construct the first lift of pavement in the track and field event areas and trails. This will serve as permanent stabilization for theareas.b. Sod the areas surrounding the track and field event areas and trails.c. At this time, these areas will be completely stabilized with the first lift of pavement and the sod installed.16. Construct the Filtration Areas.a. The basin relies on infiltration through the soil media to properly function. Therefore, it is critical to maintain or enhance theinfiltrating properties of the soils within the area. Options to accomplish include the following:i. Limit construction traffic within the area as much as possible to avoid compacting the soils in the area.ii. Use a toothed bucket backhoe to excavate soils. Use off road trucks to haul and dump soils to other parts of the site.iii. Use a bucket and backhoe to place soils (where fill is required).iv. Use a toothed bucket for rough grading.v. Use manual labor for finish grading.vi. Do not use equipment on the surface of the area as this will compact the soils. Minimize smearing of the soils with mechanicalequipment.vii. No stockpiling of soils or other materials shall occur within the area.i. b. Rough grade the Filtration area to specified tolerances and in accordance with the procedures listed in Section 31 00 00Earthwork.i. Access the area at a single location to minimize disturbance to the surrounding areas.ii. Use of self propelled equipment shall be limited within the Filtration Area. Self propelled equipment will compact the soils andadversely affect infiltration. As much as possible, access work in the Filtration area from the edges, outside of the Filtration arealimits.iii. Use a backhoe with long reach ability for final excavation that reaches from outside the area.iv. Remove all debris by hand.v. Scarify the existing underlying soils as specified in Section 31 00 00 Earthwork.c. Provide final grading and final restoration at the Filtration Area, including:i. Access the areas at a single location to minimize disturbance to the surrounding areas.ii. Use of self propelled equipment shall be as described above. Do not use skid steer equipment within the area.iii. Final grade by hand.iv. Provide Mineral Sod within the Filtration Area limits. Sod the surrounding areas by hand.v. Establish vegetation by watering with a temporary irrigation system. Refer to Section 31 00 00 Earthwork for additionalinformation.17. Provide final lift of pavement.18. Construct site fencing.19. Complete stabilization of the outlying vegetated areas (note, establishment of permanent vegetation will be accomplished by theOwner).a. Prior to spreading topsoil, till all subgrade soils that will receive topsoil to a minimum depth of 12 inches as specified in Section31 00 00 Earthwork.b. Spread topsoil and finish grade the outlying areas.c. Prepare these areas for final seeding (by Owner).d. Provide final seed and erosion control blanket (where indicated on the drawings) or seed and mulch where erosion blanket is notindicated (by Owner). This will serve as permanent stabilization for the outlying vegetated areas.20. Install landscaping and plantings.21. Install resilient surface over running track and field events.22. Provide final stabilization and cleanup of the site.Provide maintenance to erosion control devices and BMP's to comply with the requirements of the permit.Re-install all sediment control practices that have been adjusted or removed to accommodate short-term activates, such as passage ofconstruction vehicles or equipment, immediately after the short-term activity has been completed. All sediment control practices shall bere-installed before the next precipitation event if the short-term activity is not complete.1.5 Erosion Control Device InspectionProvide maintenance to erosion control devices and BMP's to comply with the requirements of the permit.Re-install all sediment control practices that have been adjusted or removed to accommodate short-term activates, such as passage ofconstruction vehicles or equipment, immediately after the short-term activity has been completed. All sediment control practices shall bere-installed before the next precipitation event if the short-term activity is not complete.Inspect erosion control devices and provide routine maintenance as follows:1. Inspect erosion control a minimum of once per week and after each rain event measuring 0.5" or more. Provide a rain gauge at thesite and use the rain gauge to document rainfall events. Record inspection on log posted in Contractor's construction trailer or othersuitable temporary storage area.a. Records of each inspection and maintenance activity shall include:i. Date and time of inspectionsii. Name of person conducting inspectioniii. Findings of inspections, including recommendations for corrective actions(1) Findings shall include photographs, accurate description of the observations (i.e., color, odor, settled or suspendedsolids, oil sheen, or other pollutants), and a map describing the locations of the observationsiv. Corrective actions taken (including dates, times, and party completing maintenance activitiesv. Date and amount of all rainfall events greater than one quarter inch (0.25 inch) in 24 hoursvi. Documentation of changes made to the SWPPP as required by the NPDES General Stormwater Permit for Construction Activity(MN R100001)b. Inspections are not required where the ground is frozen. The required inspections and maintenance schedule must begin within 24hours after runoff occurs at the site or 24 hours prior to resuming construction, whichever comes first.c. Inspections of areas with permanent cover may be reduced to once per month, even if construction activity continues on otherportions of the site. Once all construction activity is complete, monthly inspections may be terminated after one year followingcompletion of all construction activities.2. Provide maintenance for all devices as follows:a. Silt fences, sediment logs, and erosion control devices at storm sewer inlets shall be inspected for depth of sediment, tears, to seeif fabric is securely attached to support posts or structure, and to see that posts and devices are securely in place.b. Silt fences, sediment logs and erosion control devices at storm sewer inlets, and other erosion control devices shall be cleanedwhen sediment reaches 1/3 the height of the erosion control device, within 24 hours.c. Rock construction entrances shall be inspected for clogging of river rock. River rock that has become clogged with sedimentshall be removed and replaced with fresh river rock.a. d. Repairs or replacements to all erosion control devices shall occur within 24 hours of discovery.e. Temporary diversion berms shall be inspected and any breaches promptly repaired.f. Tracked sediment from construction vehicles on to public streets and paved areas (including paved areas on the construction site)shall be removed within 24 hours of discovery.g. Removal of sediment and restabilization of Surface Waters shall be accomplished within 7 days of discovery (note: surfacewaters include curb and gutter, pavements, storm sewer, swales, or other similar storm water conveyance devices).h. Inlet protection may be removed if a local unit of government directs the permittee to do so because of a specific safety concern.3. Street sweeping (with a pickup broom only) will be provided as needed or at the direction of the Owner / Engineer.1.6 Temporary Soil StockpilesTemporary soil stockpiles shall not be placed in surface waters of the state, including surface conveyances such as curb and gutter, swales,or ditches.Temporary soil stockpiles shall be seeded with temporary seed mix and hydromulch when stockpiles are left inactive for seven (7) days.Note, this does not apply to aggregate stockpiles or other stockpiles without significant silt, clay or organic components (clean aggregatestockpiles, clean rock, clean sand and similar clean aggregates).Provide silt fence at the base of all stockpiles, including clean aggregate and similar stockpiles, full perimeter.Denuded AreasStabilize denuded areas, initiated immediately, within 7 days of last construction activity (temporary or permanent) in that area except fortemporary soil stockpiles.Temporary soil stockpiles shall be treated with appropriate erosion control measure, including silt fence and temporary seeding whenstockpiles are left inactive for periods longer than 7 days.1.7 Steep Slope DisturbancesSteep slopes, defined as slopes steeper than three feet horizontal to one foot vertical, are not proposed for this project. Therefore, nospecial provisions are required.1.8 Dewatering PracticesProvide dewatering of excavations as identified in Section 31 00 00.1.9 Substantial Completion / Turf Establishment1. Provide maintenance of all seeded areas until fully established (by Owner).2. Provide cleaning of storm sewer system at the completion of the project.a. Cleaning shall include removal of accumulated sediment from all surface waters as defined by the permit (for example, curb andgutter, pavements, swales, and storm sewer piping and structures).3. Remove silt fence and erosion control devices at storm sewer inlets following full establishment of site vegetation. Dispose materialsproperly off-site.4. Apply for Notice of Termination (NOT) with MPCA. NOT must be submitted within 30 days after:a. Site has undergone Final Stabilization (at least 80% vegetative cover), andb. Removal of all temporary erosion control measures (silt fence, etc.), andc. Final cleanout and maintenance of all permanent storm water facilities, anda. d. Completion of all maintenance activities and site cleanup.2.1 Temporary Stabilization1. Stockpiles and disturbed portions of the site where construction activity temporarily ceases for the time frames noted above shall bestabilized with a temporary seed and mulch according to the following:a. All areas of bare soil exposed to possible erosion shall be shaped to drain with minimum potential for erosion. The disturbedareas shall then be seeded with perennial ryegrass and annual wheat at a rate of 10 pounds per acre (0.25 lbs./1,000 sq. ft.) and 20pounds per acre (0.50 lbs./1,000 sq. ft.) respectively, then and covered with hydromulch (Mn/DOT 3884, Type 5 consisting ofwood cellulose fiber pulp) at a rate of 1,500 pounds per acre (note, where erosion control blanket is proposed, hydromulch is notrequired).b. Stabilize areas to be paved by placing Class V aggregate base course.2. Permanent Stabilization:a. Permanent stabilization shall occur in accordance with Specification Sections 32 12 16, 32 16 13, 32 16 23, 32 92 19, 32 92 23,and 32 93 00 and as shown on the Construction Drawings. MULTI-PURPOSESYNTHETIC FIELD(ALTERNATE BID - REFER TOSHEET C1.X1)19-LANE RUNNING TRACK234567891234567891234567894 0 3 0 2 0 1 0 4 0 3 0 2 0 1 0 5 0 403020104030201050STADIUMFIELDSTEEPLECHASE PITHIGHJUMP10 - QGMINERAL SODMINERAL SODMINERAL SOD5 - QG6 - QGBASE BIDBASE BIDALTERNATE 1ALTERNATE 1ALTERNATE 15 - QGALTERNATE 1 LIMITSALTE R N A T E 1 LI MI T SALTERNATE 1 LIMITSALTE R N A T E 1SEEDDISTURBEDAREA AS PARTOF BASE BIDRLANDSCAPE PLANNOTES:1. REFER TO SHEET C1.4, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. REFER TO SWPPP NARRATIVE FOR CONSTRUCTION SEQUENCING AND EROSION CONTROLREQUIREMENTS.3. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORECONTRACTOR PROCEEDS WITH SODDING AND SEEDING.4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BEPAVED OR RECEIVE AGLIME SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED.6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SEED ALL APPLICABLE AREAS, AT NOADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.7. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SEEDING, REFER TO SPECIFICATION FORPROCEDURE.8. ALL TREES TO BE BALLED AND BURLAPPED.9. ALL TREES SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH, UNLESSOTHERWISE SPECIFIED.10. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BEMATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHALL BEGINBRANCHING NO LOWER THAN 6'.LEGENDPROPOSED MINERAL SODPROPOSED SEED MIX #1PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANSPROPERTY LINEATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021DECIDUOUS TREESCODEBOTANICAL NAMECOMMON NAMESIZECONTAINERQTYQG QUERCUS X MACDANIELII `CLEMONS` TM HERITAGE OAK 3" CAL. B&B 26PLANT_SCHEDULEJRPDCR0V11230871'-0"MIN1'-0"MIN2.5 X BALL DIA. MIN.DECIDUOUS TREESET TREE WITH ROOT COLLAR ATFINISH GRADE - ADJUST TREE ASREQUIRED SO THAT ROOT COLLARSTANDS LEVEL TO OR SLIGHTLYABOVE FINISHED GRADESHREDDED HARDWOOD MULCH(4" MIN DEPTH)PLANTING SOIL (MIN. DIMENSIONSHOWN)SOIL SAUCER: USED PREPAREDSOIL (4" MIN.)ROPES AT TOP OF BALL SHALL BECUT. REMOVE TOP 1/3 OF BURLAP.NON-BIODEGRADABLE MATERIALSHALL BE TOTALLY REMOVED.PREPARED SUBSOIL TO FORMPEDESTAL TO PREVENT SETTLING.FEETSCALE03060HORZ. JAVELINDISCUS-HAMMERTHROW EVENTEXISTINGBROOMBALLAREASHOTPUT (2)RLANDSCAPE PLANTHROWSNOTES:1. REFER TO SHEET C1.4, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. REFER TO SHEET L1.0 LANDSCAPE PLAN, FOR PLANT SCHEDULE.3. REFER TO SWPPP NARRATIVE FOR CONSTRUCTION SEQUENCING AND EROSION CONTROLREQUIREMENTS.4. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORECONTRACTOR PROCEEDS WITH SODDING AND SEEDING.5. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED OR RECIEVE TURF ORAGLIME SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED.6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SEED ALL APPLICABLE AREAS, AT NOADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.7. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SEEDING, REFER TO SPECIFICATION FORPROCEDURE.8. ALL TREES TO BE BALLED AND BURLAPPED.9. ALL TREES SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH, UNLESSOTHERWISE SPECIFIED.10. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BEMATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHALL BEGINBRANCHING NO LOWER THAN 6'.LEGENDPROPOSED SEED MIX #1PROPERTY LINEATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/20210V1.123087DCRJRPFEETSCALE03060HORZ. ROCK CONSTRUCTIONENTRANCEEXISTING PAVEMENT TO REMAIN2" TO 3" WASHED ROCKNOTE: PROVIDE WHERE CONSTRUCTION TRAFFICENTERS OR EXITS THE CONSTRUCTION SITE6" MINIMUM THICKNESSCATCH BASINVARIES61"RIM ELEVATION"PRECAST COVER -8" THICKSTEPS - INSTALL ONDOWNSTREAM SIDE@ 16" O.C.RUBBER GASKET -TYP AT ALL JOINTSPRECAST CONCRETESECTIONGROUT SHELF ANDCHANNELSBASES SHALL BE 8"STANDARD PRECASTWITH 2" LEAN GROUT,OR POURED 8" SLABREINFORCED WITH6" x 6" 10/10 MESHPROVIDE FLEXIBLE JOINTAT CONNECTION -REFER TO SPECSSTORM SEWER PIPE- REFER TOPLAN FOR LOCATION, INVERT,AND SIZESMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEENRINGS, CASTING, AND ALONGOUTSIDE.METAL SEWER CASTING - REFERTO PLAN FOR TYPE6"6"12"6"2.4.5.3B.1.3A.EROSION CONTROL BLANKET1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARYAPPLICATION OF LIME, FERTILIZER, AND SEED.2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDETRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPEPORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKESAPPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACTTHE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKETOVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12"APART ACROSS THE WIDTH OF THE BLANKET.3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETSWILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETSMUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES INAPPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USINGOPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THECOLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6"OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACETHE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVENWITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END(SHINGLE STYLE) WITH AN APPROXIMATE 6" OVERLAP. STAPLE THROUGH OVERLAPPEDAREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH.6. BLANKET SHALL BE STAPLED AS PER MANUFACTURER'S RECOMMENDATION.NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE ORSTAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARYTO PROPERLY SECURE THE BLANKETS.6"SEDIMENT CONTROL LOGFLOWSTAKE DETAILINSTALLATION DETAILSEDIMENT CONTROL LOGSTAKE TO BE PLACED AT TOEOF SLOPE, BOTH SIDES1-1/2" X 18" (MIN) WOOD STAKEBOTTOM OF SWALEWOOD STAKE TOPENETRATE NETTINGMATERIAL ONLYSEDIMENT CONTROL LOGSTORM SEWER MANHOLEVARIESREFER TO PLANSFLOWFLOW61BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESHCOVER SHALL BESTAMPED"STORM SEWER""RIM ELEVATION"PRECAST COVER -8" THICKSTEPS - INSTALL ONDOWNSTREAM SIDE@ 16" O.C.RUBBER GASKET -TYP AT ALL JOINTSPRECAST CONCRETESECTIONPROVIDE FLEXIBLEJOINT - REFER TOSPECSGROUT SHELF ANDCHANNELSPROVIDE FLEXIBLE JOINT -REFER TO SPECSSTORM SEWER PIPE - SEEPLAN FOR LOCATION,INVERT, AND SIZESMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEENRINGS, CASTING, AND ALONGOUTSIDE.METAL SEWER CASTING - REFERTO PLAN FOR TYPESILT FENCENORMAL USEPOSTS:(IF USED WITHOUTSUPPORT FENCE) WOOD2" SQ. (MIN)@ 4' (MAX)SPACING METAL1.0 lbs/lf (MIN.) "T" OR"U" SECTION @ 4'(MAX) SPACINGNOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITHHOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES5' MIN. LENGTH POSTSILT FENCE FABRICOVERLAP FABRIC 6" ANDFASTEN @ 2' INTERVALSEXTEND WIRE MESH INTO TRENCHFABRIC ANCHORAGETRENCH BACKFILL WITHTAMPED NATURAL SOIL6" MIN.NATURAL SOILMETAL STAKE ORWOOD POSTOPTIONAL SUPPORTFENCE (WIRE MESH)PIPE BEDDING - PVCNOTES:TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS.UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100%STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILLSHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY.INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.DEPTH (VARIES)6" MIN.1/8 O.D.(6" MIN.)O.D. + 2' (MAX)PIPE DIA.FINAL SUBGRADEHAND TAMPEDSAND6.10"0.50"8.38"4.30"TRENCH DRAINTRENCH DRAINASPHALTWEAR COURSEASPHALTBINDER COURSE4" MIN.4" MIN.4" MIN.PLACE CONCRETE ONPREPARED / APPROVED SAND SUB-BASEAGGREGATEBASE COURSECONCRETEENCASEMENTSANDSUB-BASENEW 12" RESILIENTSURFACECONCRETE BEDDINGLEVELING BRICK1C2.2TRENCH DRAIN CONNECTIONTO STORM SEWERSECTION VIEWPROFILE VIEW15" PERFORATED STORM SEWERFIELD CURBRESILIENT SURFACENEW TRACK PAVEMENTSECTIONTRENCH DRAINTRENCH DRAINCATCH BASIN6" PVC RISER PIPE6" PVC RISER PIPETRENCH DRAINCATCH BASIN6" 90° BEND6" 45° BEND (ROTATED)6" 90° BEND6" 45° BEND (ROTATED)15" x 6" WYE (ROTATED)D-AREAPAVEMENTCONCRETEENCASEMENT (4" MIN.)CONCRETEENCASEMENT (4" MIN.)15" x 6" WYE (ROTATED)15" PERFORATED STORM SEWERCLEANOUT ASSEMBLYMCDONALD 74M "A"SERIES CAST IRONMETER PIT FRAMEAND COVERFITTING HUB WITH 4"THREADED PLUG. APPLYTEFLON THREAD TAPE,OR APPROVED EQUAL,OVER THREADS.FINISH GRADELEAVE 24" OF EXCESSWIRE AT SURFACETRACER WIREMAIN15"11 12"24" DIA. x 8" THICK CONCRETESLAB POURED AROUND CASTING(FLUSH WITH PAVEMENT/TURFGRADE)PIPE BEDDING - RCPNOTES:TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS.UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100%STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILLSHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY.DEPTH (VARIES)1/8 DEPTH (12" MIN.)1/6 O.D.1/8 O.D. (4" MIN.)O.D. + 2' (MAX)FINAL SUBGRADELIGHTLYCOMPACTEDFILLCOMPACTED CRUSHED ROCKOR PEA GRAVEL - 100% PASSINGTHE 34" SIEVE AND A MAXIMUMOF 5% PASSING THE #10 SIEVE.ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021DETAILSDARBJD0V1123087RCP FLARED END SECTION(FES)PIPE SIZE21" & LESS24" TO 36"42" TO 54"60" & GREATER"U" BOLT DIA.1/2"5/8"3/4"1"WIDTH24"24"24"24""U" BOLT REQUIREMENTSNOTES:2 - "U" BOLT FASTENERS TO BE INSTALLED ACROSS EACHJOINT, ONE EACH SIDE OF PIPE AT 60° FROM THE TOP OFTHE PIPE. FASTEN FIRST THREE JOINTS AS SHOWN.CONCRETE PIPE TIES ("U" BOLTS)TRASH GUARD WITH 5/8" DIA.RODS AT 6" ON CENTER.FASTEN TO FES WITH 3HOT DIPPED GALV. CLIPSRIPRAP - REFERTO DETAIL17C2.1RIPRAP - FLARED ENDSECTIOND515D2'-0"D5D12"PLANSECTION A - ASECTION B - B12"18"BBAACLASS III RIPRAPGEOTEXTILE FABRICPLAN FINISH GRADECLASS III RIPRAPGEOTEXTILE FABRICPLAN FINISH GRADEFABRIC SHALL COVER THE AREAOF THE RIPRAP AND EXTENDUNDER THE CULVERT APRON 3'CURB BOX AND WATERSERVICE CONNECTION8'-0" MIN. COVER8'-0" MIN. COVERVARIESSEE NOTE BELOW45°NOTE: 1' OF SLACK TO ALLOW FOR SETTLEMENT.HORIZONTAL OFFSET MAY HAVE TO BE USED INSOME CASES TO INSURE A MINIMUM OF 8'-0" OFCOVER OVER SERVICE LINE.CURBSTOPREFER TO PLANFOR CONTINUATIONPROVIDE CAP FOREND OF CURB STOPCONCRETE PATIO BLOCKOR 4" CONCRETE BLOCKCONTINUOUS PIECE OF COPPERSERVICE PIPE FROM EXISTINGSERVICE TO CURB STOPEXISTING2" COPPER SERVICECORPORATIONCOCKCURB BOXSURGE BASINRIPRAP AT SURGE BASINPLANAA5'5'5'2'PIPE SIZE VARIES - REFER TO PLANNOTE:GEOTEXTILE FABRIC REQUIRED UNDER RIP RAP.12" DEPTH MIN. CLASSIII RIPRAP (TYPICAL)BBSECTION A - A6"12" DEPTH MIN. CLASSIII RIPRAP (TYPICAL)PIPEPIPE INVERTMIRROROPPOSITE SIDE3'-0"5'-0"GEOTEXTILE FABRICGEOTEXTILE FABRICCONTINUOUS UNDERSURGE BASINSURGE BASINWEEP HOLESFILTRATION AREA FINISH GRADE12" DEPTH MIN. CLASSIII RIPRAP (TYPICAL)FILTRATIONAREA FINISHGRADEGEOTEXTILE FABRICCONTINUOUS UNDERSURGE BASINSURGE BASINWEEP HOLES6"3'-0"5'-0"2'-0"C2.118TEMPORARY DIVERSIONBERMPLAN VIEWSECTION A-AAADISTURBED EARTH2'MIN.24" MIN.2' MIN.UNDISTURBEDEARTHDISTURBED EARTH2:1 SLOPE ORFLATTER2:1 SLOPE OR FLATTERSILT FENCESILT FENCE21WHERE POSSIBLE, 10'UNDISTURBED EARTHUPHILL OF SILT FENCEC2.11FINGER DRAIN3"3"3"PAVEMENT SECTIONREFER TO DETAIL6"3" MINIMUMUNDER TILEWRAP TRENCH AND PEA ROCKWITH GEOTEXTILE FABRICPEA ROCK AROUND TILE6" DRAIN TILE - LENGTH OF INDIVIDUALFINGER DRAIN SHALL BE 30' MINIMUMUNLESS NOTED OTHERWISE.YARD HYDRANTFOUNTAINSPIGOT4" SAND BASEPEDESTAL TYPEYARD HYDRANT1/2" VALVE1" TYPE K" COPPER WATER SERVICE4" PVC DRAIN LINEREFER TO DRAWINGSFOR CONTINUATION- CONNECT TO CB 4E @INV. = 924.90REDUCERSTAINLESSSTEEL CARRIERWATER OUTLET8" AREA DRAINREFER TOPLAN8C2.118"8'-0"1" RISER WITH BLINDFLANGE TAPPED TORECEIVE 1" PLUGFOR WINTERBLOWOUTCURBSTOP1" COPPER WATERSERVICE20"YARD HYDRANTPUSH BUTTON29"8' BURYWALL IN BETWEENNOT SHOWN2'-3' BURY2'-3' BURYCURBSTOP8C2.1 CONCRETECURBTURF SECTION ATMULTI-PURPOSE FIELD - ALTERNATE 16" DEPTH 34" GRANITE(POROUS AGGREGATE)2" DEPTH TRAP ROCK(POROUS AGGREGATE)TURF CARPET WITHIN-FILL (BY OTHERS)1/2" RADIUS (TYPICAL)EXCEPT FOR AREAABUTTING PAVEMENTGEOTEXTILEFABRIC2' SANDSUBBASE GRASSNAILER BOARDFASTENED TO CURB5"15"7"11 MIN. 6"TOPSOIL20.00'12" PERFORATED PVC -ELEVATION VARIES - REFERTO PLAN3" MIN. PEA ROCKAROUND DRAINTILEGEOTEXTILE FABRIC6" DRAINTILE-REFER TO PLAN FORLOCATION AND INVERT3" MIN. PEA ROCKAROUND DRAINTILEGEOTEXTILE FABRICWRAP DRAINTILE ANDPEAROCK WITHGEOTEXTILE FABRIC8C2.2FLAT DT TO COLLECTOR PIPECONNECTIONGRANITE (POROUS AGGREGATE)TRAP ROCK (POROUS AGGREGATE)TURF CARPET WITH IN-FILL (BY OTHERS)SANDSUBBASEPREPARED SUBGRADESUBGRADE ELEVATIONVARIES - REFER TO PLANAND DETAILS1" x 12" FLAT TILEVARIES - REFER TO UTILITY PLAN:12" OR 15" PERFORATED STORMSEWER4" DRAIN TILE12" FLAT AdvanEDGEOUTLET ADAPTER22° BENDVARIES - REFER TOUTILITY PLAN:4 X 12" WYE,OR 4 X 15 WYE4" DRAIN TILE12" FLAT AdvanEDGEOUTLET ADAPTER1" x 12" FLAT TILESECTIONPLANVARIES - REFER TO UTILITY PLAN:12" OR 15" PERFORATED STORMSEWERVARIES - REFER TO UTILITY PLAN:12" OR 15" PERFORATED STORMSEWERVARIES - REFER TOUTILITY PLAN:4 X 12" WYE,OR 4 X 15 WYE,ATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021DETAILSDARBJD0V1123087TYPICAL SECTION THRUFILTRATION AREAFILTRATION AREALIMITS AS SHOWN ON PLANSEE NOTE 7 OF 12 / C2.2 FOR ENGINEERED SOIL MIXTUREPLACE SEDIMENT LOG AT EDGE OF FILTRATION AREA - FULLPERIMETER , AND REMOVE ONCE ALL UPSLOPE AREAS AREFULLY STABILIZED (PERMANENT STABILIZATION)FLAT BOTTOM11UTILITY TRACERWIRE (TYPICAL)6" DRAIN TILE WITH 3" MIN. PEA ROCKSURROUNDING, WRAPPED IN GEOTEXTILE FABRIC- REFER TO PLAN FOR LOCATION AND INVERT12" MIN.GRASSFILTRATION AREA SOILMIXTURE - SEE BELOW6" DEPTHTOPSOILMINERAL SOD30" MIN.3"FILTRATION AREACONSTRUCTION NOTESFILTRATION AREA CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING:1. FILTRATION AREA LIMITS SHALL BE SURVEYED AND A VISUAL BARRIER, SUCH AS ORANGE SNOW FENCE, SHALL BEPLACED AROUND THE FULL PERIMETER TO KEEP ALL CONSTRUCTION TRAFFIC, EQUIPMENT AND MATERIAL STOCKPILESOUT OF THE PROPOSED FILTRATION AREA. THE VISUAL BARRIER MUST BE INSTALLED BEFORE NEW CONSTRUCTIONBEGINS AND SHALL BE MAINTAINED THROUGH THE DURATION OF THE PROJECT.2. DELIVER SAMPLE MATERIALS ONSITE FOR PRIOR APPROVAL. PRIOR TO BEGINNING THE INSTALLATION, SUFFICIENTMATERIAL QUANTITIES SHALL BE ONSITE TO COMPLETE THE INSTALLATION AND STABILIZE EXPOSED SOIL AREASWITHOUT DELAY.3. CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITH SEDIMENT, IN-SITU OR TOPSOIL DURINGAND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED.4. INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING AND COMPACTION. SCHEDULE WORKFOR PERIODS OF DRY WEATHER. DO NOT WORK IF SOIL CONDITIONS ARE WET. EXCAVATION, SOIL PLACEMENT ANDRAPID STABILIZATION OF PERIMETER SLOPES WITH TURF SOD MUST COMPLETED BEFORE THE NEXT PRECIPITATIONEVENT. TURF SOD PLACED IN FLOW PATHS SHALL BE SECURED WITH AT LEAST 6 STAKES PER SQUARE YARD. PLACESTAKES ALONG UPHILL SEAM EDGES TO PREVENT UNDERMINING FLOWS UNTIL SOD ROOTS ESTABLISH.5. DO NOT LEAVE STORMWATER AREAS AND / OR PERIMETER SLOPES EXPOSED OVERNIGHT. SECURE THE SITE FROM RISKOF PRECIPITATION DAMAGES AT THE END OF EVERY WORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERTSTORMWATER AWAY FROM THE WORK AREA AND TEMPORARILY COVER OF ALL EXPOSED SOILS WITH FILTER FABRICOR IMPERMEABLE SHEETING.6. FIELD OBSERVATION OF EXCAVATION AND SOIL PLACEMENT IS REQUIRED. NOTIFY GEOTECHNICAL ENGINEER PRIOR TODIGGING. USE BACKHOE WITH TOOTH BUCKET FOR CELL EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS.(DO NOT USE SKID STEER FOR EXCAVATION WITHIN THE CELL) USE EXCAVATOR BUCKET TO PLACE MATERIALS.CONSTRUCTION EQUIPMENT SHALL NOT BE ALLOWED INTO THE STORMWATER AREAS. LEVELING AND FINAL GRADINGWITHIN THE CELL MUST BE COMPLETED BY HAND.7. FILTRATION AREA SOIL MIX SHALL BE MINNESOTA STORMWATER MANUAL 4.1.2 MIX B: ENHANCED FILTRATION BLEND(WELL BLENDED MIXTURE OF 70% ASTM C-33 COARSE WASHED SAND (MN/DOT 3126) AND 30% MN/DOT 3890 GRADE 2LEAF LITTER COMPOST. THE MATERIAL SUPPLIER SHALL PROVIDE DOCUMENTATION THAT THE COMPOST HAS BEENSAMPLED AND TESTED AS REQUIRED BY THE SEAL OF TESTING ASSURANCE (STA) PROGRAM OF THE UNITED STATESCOMPOSTING COUNCIL (USCC) AND A GRADATION SIEVE ANALYSIS FOR THE WASHED SAND. THE ENGINEERED SOILSHALL NOT CONTAIN ANY TOPSOIL OR FILTER AGGREGATE WITH FINES.8. INSTALL MINERAL SOD.9. INSTALLED SOD REQUIRES A TOTAL OF 1" OF WATER PER WEEK AND ACTIVE WEED MANAGEMENT UNTIL WELLESTABLISHED. WATERING COSTS ARE CONSIDERED INCIDENTAL TO SOD INSTALLATION. CONSTRUCT A TEMPORARYIRRIGATION SYSTEM, CONSISTING OF ABOVE GROUND HEADS, PIPING, VALVES, ETC., FOR WATERING UNTIL VEGETATIONIS ESTABLISHED. DO NOT USE A WATER TRUCK AS THE FORCE OF THE WATER WILL ADVERSELY AFFECT THESTORMWATER AREA SOILS.10. REMOVAL OF ACCUMULATED SEDIMENT AND DEBRIS SHALL BE DONE BY HAND OR, IF SELF-PROPELLED EQUIPMENT ISREQUIRED, FROM OUTSIDE THE PERIMETER OF THE FILTRATION AREAS.OUTLET CONTROLSTRUCTURE (OCS 1)SECTIONPLAN72" INSIDEDIAM.PIPE INV. = SEE SECTIONPROVIDE FLEXIBLE JOINTAT CONNECTION - REFERTO SPECS24" RCP PIPE IN6'-0"24" RCP PIPE ININV. = 916.38BASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6" x 6" 10/10 MESHPRECAST CONCRETESECTIONSTORM SEWER PIPE - REFER TO UTILITYPLANS FOR PIPE LENGTHS AND SLOPESCONCRETE BAFFLE WITH #4REBAR 12" O.C. BOTH WAYSDOWELED INTO SIDE WALLSOF INSIDE OF STRUCTUREAND BOTTOM SLAB.TOP WEIR = 918.38HWL = 919.176"WEIR WALLRIM ELEVATION = 925.75PRECAST COVER -8" THICKMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEENRINGS, CASTING, AND ALONGOUTSIDE. NEENAH R-1642 CASTING6" DT FROM UGS 1B. CONNECTBEHIND WEIR WALL15" RCP PIPE OUTINV. = 913.606" DT FROM UGS 1B ININV. = 913.60. INSTALLBEHIND WEIR WALL.PIPE INV. = SEE SECTION15" RCP PIPEOUTPROVIDE FLEXIBLEJOINT (TYP)CONSTRUCTION LOADINGDIAGRAMCONSTRUCTION LOADSFOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVERMAY BE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT-OF-COVER SHALL MEET THE MINIMUMREQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION EQUIPMENTNECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMSFOR NORMAL HIGHWAY TRAFFIC.PIPE SPAN,INCHES18-50MINIMUM COVER (FT)AXLE LOADS (kips)50-7575-110 110-15012-422.0 2.53.03.04.03.53.048-723.03.078-1203.54.04.04.54.54.0126-1443.5*MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDETHE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASUREDFROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE.HEIGHTOF COVERTEMPORARY COVER FORCONSTRUCTION LOADSFINISHGRADEMANHOLE CAPNOTES1.DESIGN IN ACCORDANCE WITH AASHTO, 17th EDITION.2.DESIGN LOAD HS25.3.EARTH COVER = 1' MAX.4.CONCRETE STRENGTH = 4,500 psi5.REINFORCING STEEL = ASTM A615, GRADE 60.6.PROVIDE ADDITIONAL REINFORCING AROUND OPENINGS EQUAL TO THE BARSINTERRUPTED, HALF EACH SIDE. ADDITIONAL BARS TO BE IN THE SAME PLANE.7.TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND BARS A MINIMUM OF 12" BEYONDOPENING, BEND BARS AS REQUIRED TO MAINTAIN BAR COVER.8.PROTECTION SLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BYCONTRACTOR.SECTION VIEWPLAN VIEW54"Ø30" CMP RISER32"1" GAP(TYP. ALL SIDES)2" COVER TYP.8"12"CMP PROTECTION SLABØ36" MAX., HS-25 ACCESSCASTING TO BE PROVIDED ANDINSTALLED BY CONTRACTOR11" TYP.2" COVE R ( T Y P.)Ø54"Ø32"2" COVER (TYP.)#4 DIAGONAL TRIMBAR (TYP. 4 PLACES),SEE NOTE 7.OPENING INPROTECTION SLABFOR CASTINGINTERRUPTED BARREPLACEMENT, SEE NOTE 6.REINFORCING -#5 @ 10" OCEWBACKFILL DETAILFOUNDATION/BEDDING PREPARATIONPRIOR TO PLACING THE GEOTEXTILE FABRIC AND OPEN GRADED STONE, THE FOUNDATION MUSTBE CONSTRUCTED TO A UNIFORM AND STABLE SUBGRADE. IN THE EVENT THAT UNSUITABLEFOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVEDAND BROUGHT BACK TO SUBGRADE WITH SAND SUBBASE.BACKFILLWHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO MAKE SURE THAT THEBACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE HAUNCHES. BACKFILLSHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO LIFT (16") DIFFERENTIAL BETWEENANY OF THE PIPES AT ANY TIME DURING THE BACKFILL PROCESS. THE BACKFILL SHALL BEADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOIDDIFFERENTIAL LOADING ON THE PIPE.SAND SUBBASEPLACED IN 8" LIFTSGEOTEXTILE FABRIC (REFER TO SPEC SECTION 33 40 00)BURRITO WRAP (ENTIRE ASSEMBLY)MIN. 24" SEAM OVERLAPOPEN GRADED STONETYPICAL PERFORATIONDETAIL1.50"2.8"COIL WIDTH2.05"2 2/3" x 1/2"CORRUGATION - STEELAND ALUMINUM CMPEDGE SPACING EQUALON BOTH SIDESTYPICAL RISER DETAILELEVATIONENDRISER (TYP.)SEE DETAILSANDSUBBASE21GEOTEXTILE FABRIC (REFER TOSPEC SECTION 33 40 00)BURRITO WRAP (ENTIRE ASSEMBLY)MIN 24" SEAM OVERLAPTOP OF STONE/GEOTEXTILEFABRIC = ELEV. 919.3812"(TYPICAL)FOR SIDES36" CORRUGATEDMETALPERFORATEDPIPEBOTTOM OFSTONE = 915.88PIPE INV. = 916.38PREPARED SUBGRADEOPEN GRADED STONE18" SPACING(TYPICAL)PREPARED SUBGRADEUGS 1B SECTION6" (TYPICAL)EXTEND SAND SUBBASE BELOW PAVEMENTSECTION TO TOP OF UGS SYSTEM6" MIN6" DRAINTILE. INV. = 913.88MIN. 3" PEA ROCK AROUND TILEBOTTOM OF SANDSUBBASE= 914.881.00' (TYP)FIELD CURB AND TURF SECTION AT STADIUM FIELD6" DEPTH 34" GRANITE (POROUS AGGREGATE)NAILER BOARD FASTENED TO CURB2" DEPTH TRAP ROCK (POROUS AGGREGATE)TURF CARPET WITH IN-FILL (BY OTHERS)NEW TRACKPAVEMENTSECTION1/2" RADIUS (TYPICAL) EXCEPT FOR AREA ABUTTINGPAVEMENT6" x 14" CONCRETE CURB11GEOTEXTILE FABRIC4'-0"SANDSUBBASE113'OVERSIZE1" x 12" FLATDRAIN TILE1" x 12" FLATDRAIN TILE1" x 12" FLATDRAIN TILE20'15" PERFORATED PVC PIPEINV. = VARIES - SEE PLAN3'OVERSIZE6" DRAINTILE-REFER TO PLAN FORLOCATION AND INVERT3" MIN. PEA ROCKAROUND DRAINTILEGEOTEXTILE FABRICWRAP DRAINTILE ANDPEAROCK WITHGEOTEXTILE FABRICFLAT BOTTOM OF SANDSUBBASE ELEV. = 924.6310C2.2INSTALL PEA ROCKUP TO THE PIPESPRINGLINE6"PREPAREDSUBGRADE1"x12" "FLAT" DRAIN TILESUSPEND ABOVE BOTTOM OFAGGREGATENAILER BOARDFASTENED TO CURB1/2" RADIUS (TYP) EXCEPT FORAREA ABUTTING PAVEMENTTRACK AND FIELDEVENT PAVEMENT6" GRANITE (POROUSAGGREGATE)2" TRAP ROCK(POROUS AGGREGATE)TURF CARPET WITH IN-FILL (BY OTHERS)THICKENED AGGREGATE SECTIONAT STADIUM FIELD9C2.26"X14"CONCRETECURB - REFERTO PLAN FORLOCATION ANDLIMITSFLAT BOTTOM FORTHICKENED AGGREGATESECTIONELEV. = 926.05REFER TO GRADING PLAN FOREXTENTS OF FLAT BOTTOM AREA OFTHICKENED AGGREGATE SECTION136" DRAINTILE-REFER TO PLAN FORLOCATION ANDINVERT3" MIN. PEA ROCKAROUNDDRAINTILEGEOTEXTILEFABRICWRAP DRAINTILE ANDPEAROCK WITHGEOTEXTILE FABRICFLAT BOTTOM OFSAND SUBBASEELEV. = 924.63REFER TOGRADING PLANELEV. = 927.806"6"GEOTEXTILEFABRICGEOTEXTILEFABRIC7" HEIGHT VARIES CONCRETE WALK1"2" MIN.4" (MIN) CONCRETE WALK4" SAND SUB-BASETYPICAL AT GRASS,LANDSCAPING,AND SOD AREASCOMPACTED SUBGRADEIN-GROUND COMM BOXLOCKABLE CIRCULARHAND HOLE COVERSFACTORY PROVIDED 38" DIA.PERFORATED DRAIN HOLES114" HIGH FLEXIBLE GASKET SEALS(FACTORY PRE-INSTALED - BOTHINTERIOR AND EXTERIOR PERIMETERS)SYNTHETIC INFILL TURF (BYOTHERS) ATTACHMENT LEDGE1" PVC DRAIN STUB FOR POSITIVE CONNECTIONTO SUBSURFACE DRAINAGE SYSTEMALUMINUM DIVIDER PANELLEVELING BOLTSSTAINLESS STEEL HARDWARENAILER BOARD34" ALUMINUM CONSTRUCTION WITH OPENBOTTOM FOR DRAINAGE PURPOSESSYNTHETIC INFILLLEVELING BRICKCONCRETE BACKING(MIN. 3" ALL SIDES)POROUS AGGREGATENOTE: REFER TO SHEET C1.3 FOR LOCATION OF COMM BOXES AND DESIGNATIONOF SOLID LID OR TURF - COVERED LID.LIGHT DUTY BITUMINOUSPAVEMENTPROVIDE 2% CROSS SLOPE (TYP)REFER TO GRADING PLAN FORDIRECTION2"VARIES6" AGGREGATEBASE COURSEPAVEMENT LIMIT AS SHOWN ON PLAN2" BITUMINOUSWEAR COURSECOMPACTEDSUBGRADEDOUBLE SWING GATE LATCHNOTE: PROVIDE ADEQUATE SPACE BETWEEN GATE POST AND GATE SUCHTHAT GATE IS IN LINE WITH FENCING WHEN FULLY CLOSED AND LATCHED.1 1/2" LONG HANDLE(ONE ON EACH SIDEOF LATCH)LATCH RECEIVER(ONE EACH SIDEOF LATCH)LATCH ARM (ONE ONEACH SIDE OF GATE)LATCH HINGESECURE LATCH TO GATEPROVIDE MECHANISM TO ALLOWGATE TO BE SECURED WITHPAD LOCKSECURE LATCHRECEIVER TOGATESINGLE SWING GATE LATCHNOTE: PROVIDE ADEQUATE SPACE BETWEEN GATEPOST AND GATE SUCH THAT GATE IS IN LINE WITHFENCING WHEN FULLY CLOSED AND LATCHED.GATE LATCHCLAMP SECUREDTO GATE POSTLIFT HANDLELATCHLIFT HANDLE RECEIVERPROVIDE HOLE THROUGH LIFTHANDLE AND RECEIVER TOACCOMMODATE PAD LOCK(PAD LOCK BY OWNER)LIFT HANDLERECEIVER CLAMPSECURED TO GATEPOSTFOOTBALL GOAL POST@ SYNTHETIC TURF FIELD4000 PSICONCRETEANCHOR BOLTSPROVIDED BYMANUFACTURERCRUSHED STONEBASE5-9/16" O.D. STEELUPRIGHT BYMANUFACTURER42" MIN.GOAL POSTTURF BOXRED NYLON STREAMER4" Ø X .125" WALL ALUMINUMUPRIGHTS5-9/16" Ø, .250" ALUMINUMCROSS BARGALVANIZED STEEL OFFSETCENTER POSTGALVANIZED STEEL3/8" THICK WELDED RIBR5'-0"8'-0" OFFSET(VERIFY)18'-6" INSIDE19'-2" OUTSIDEFOOTING SECTIONSIDE VIEWFRONT VIEWALUM BOX ISOMETRIC VIEWREINFORCED CORNER BRACKETSALL STAINLESS HARDWAREPREDRILLEDHOLES FORSECURING BOXTO CONCRETEFOUNDATIONANGLES SURROUNDTO ALLOW TURFATTACHMENT8'-2" TO END ZONELINE (PLAY FIELD SIDE)VERIFY W/ MANUFACTURERAND SHOP DRAWINGS(2) #4 REBAR TIES WITHINTOP 5" OF PIER#4 CIRCULARREBAR TIES @ 14"(18) REBAR #7's (CONT)PIER AERIAL VIEW3" CLR, TYP.(18) #7's, EQUALLY SPACED (CONT)ANCHOR RODS - SEE ABOVE#4 TIES @ 14"TRACK & FIELD EVENT PAVEMENT2"2"VARIESEDGE TREATMENT WITHOUTCONCRETE CURBGRADING PLANELEVATION APPLIES TO TOPOF BINDER COURSE12" RESILIENT SURFACE112" BITUMINOUS WEARCOURSETACK COAT112" BITUMINOUS BINDERCOURSE6" AGGREGATE BASECOURSE48" SAND SUB-BASE1121'-5"C2.31ARETAINING WALL (BIG BLOCK)CRUSHED STONELEVELING PAD(AS SPECIFIED)DRAINTILE - DAYLIGHTTHROUGH WALLBOTTOM BLOCKAASHTO NO. 57 STONE TO EXTENDAT LEAST 12" BEHIND WALLMOVE BLOCKSFORWARD DURINGINSTALLATION TOENGAGE SHEARKNOBS (TYPICAL)6' HIGH CHAIN LINKFENCEGRADE TO DRAIN SURFACEWATER AWAY FROM WALL -REFER TO GRADING PLANSLOPE VARIESFIELD CORE INTO 2nd COURSEBLOCK, GROUT FENCE POSTIN-PLACEPROVIDE MONDO MAT (6 TOTAL) AT 24', 28', 32', AND 36'FROM LANDING PIT (SAND) - VERIFY W/ SCHOOL A.D.PRIOR TO MARKING8" (VERIFY)FLIP FOR COMPETITIONTAKE-OFF BOARD-REFERTO SPEC'S4" FOUL BOARD 8' FROMSAND PIT- REFERTO SPEC'SWOODED CONCRETE FORM3/4" REVERSIBLE PLYWOODCONCRETENEW 1/2" POLYRESILIENT SURFNEW 1/2" POLYRESILIENT SURFRUNNING DIRECTIONSCOREBOARDTIES #3 @ 12" O.C., 40 GRADEVERTICAL STEEL, 10 - #8BARS, 40 GRADECONDUIT AND FITTINGSBY ELECTRICAL CONTRACTORTWO STEEL BEAMS(SEE NOTES)NEW SCOREBOARD -VERIFY AND CONFIRM WITHSCOREBOARD MANUFACTURERALL MATERIALS NECESSARY FORINSTALLATION WHEN ORDERINGI-BEAM AND FOOTING SIZES (Verifywith Manufacturer):Base Bid: New Stadium Scoreboard(LVX-16MT): Two (2) W24x68 I-beams,4'x11.5' deep footingsAlternate: New PracticeMulti-Purpose Field Scoreboard(SO-2013): Two (2) W8x31 I-beams,2'x10' deep footingsCHAIN LINK FENCENOTES:2. 4' AND 6' HIGH END, CORNER, AND PULLPOSTS SHALL BE 3" O.D.. LINE POSTS SHALLBE 2" O.D.3. ALL FENCING SHALL RECEIVE 2" x 2" #9GAUGE FABRIC UNLESS NOTED OTHERWISE.4. LINE POSTS MAY BE AIR DRIVEN.5. POST SPACING SHALL NOT EXCEED 10' O.C.6. BOTTOM RAIL SHALL BE PLACED NO MORETHAN 2" ABOVE FINISH GRADE.1 5/8" O.D. TOP RAILCHAIN LINK FENCE1 5/8" O.D. BOTTOM RAILFINISH GRADECONCRETE FOOTING 12" x 48"FOR END, CORNER, GATEAND PULL POSTSD-SECTION PAVEMENT4" CONCRETE (WITH 12"RESILIENT SURFACE).PROVIDE SAWCUTJOINTS AT 8' O.C. (+/-)SLOTTED CHANNELDRAIN48" SAND SUB-BASECOMPACTED SUB-GRADE11PROVIDE EXPANSION JOINTTRACK PAVEMENT8"16"THICKEN EDGE TO 8"SYNTHETIC TURF FIELDCONCRETE SLAB36"12"8" CONCRETE SLAB6" (MIN.) STABILIZED AGGREGATEBASE TO BE PLACED BY PAVINGCONTRACTORTHICKENED SLAB AT ALL SIDESCONCRETE FLUSH WITHSIDEWALKEXPANSION JOINTPREPARED SUBGRADE4C2.3DISCUS CAGE PLAN2"4" DIAMETERUPRIGHTMAIN NETUPRIGHTGROUND SLEEVEPULLEYCLEAT BOLT / STOP BOLTSTOP BOLT NUTSTOP BOLTHOISTING ROPESWIVEL SNAPRIVET NUT /EYEBOLTBARRIER NETHOOK SNAPEYEBOLT /CONCRETEANCHORHOOKSNAPINSTALLATIONNOTCHINSTALLATIONNOTCH28"30"GROUND SLEEVEPLAN VIEW10.00'17.17'10.75'10.40'9.20'8.71'0.50'9.53'1.23'9.00'10.01'8.53'8.78'15C2.36" CONCRETE SLAB (APPROX. 1,300 S.F.).CONSTRUCT PER DISCUS-HAMMERCAGE MANUFACTURER'SREQUIREMENTS FOR SIZE AND LAYOUT.DIMENSIONS SHOWN ARE APPROXIMATEAND FOR REFERENCE ONLY.ALL POST FOOTINGSSHALL BE 12" DIA. x60" DEEPR7.25'AD1AD1..\..\..\..\..\1symbols\dan sigs\jay's sig.jpgATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021DETAILS0V1123087DCRJRP10'-0"5'-0"5'-0"2" WHITE PAINTEDCIRCLEEDGE OFCONCRETE2" WIDE PAINTED LINES (TYP)CONTROL JOINTS(TYP)4'-0" ARC AT INSIDEFACE OF CIRCLEALUMINUM TOEBOARD8" CONCRETE SLAB WITH#4 REBAR 12" O.C. BW TOWITHIN 3" OF SLAB EDGES.1/64" ROUGHNESS BROOMFINISHSECTION "A - A"14" X 2" X2" ALUMINUM ANGLEBENT TO A 7'-0" OR 8' 2-1/2"DIAMETER WITH WELDED CROSSSUPPORT MEMBERS17' -2"5"EQ3"8'-2 12"2" WIDE PAINTED LINES8" CONCRETE SLAB WITH#4 REBAR 12" O.C. BW TOWITHIN 3" OF SLAB EDGES.1/64" ROUGHNESS BROOM FINISH7'-0"7' 9-1/4"HAMMERDISCUSREFER TO THROW RING FORM SYSTEM (INTEGRATEDINTO CONCRETE SLAB) AND MANUFACTURER'SINSTRUCTIONS FOR RELATED LAYOUT ANDDIMENSIONS (REFER SPECIFICATION)SECTION "A - A"14" X 2" X2" ALUMINUM ANGLEBENT TO A 7'-0" OR 8' 2-1/2"DIAMETER WITH WELDED CROSSSUPPORT MEMBERSRETAINING WALL W/ CURB(BIG BLOCK)CRUSHED STONELEVELING PAD(AS SPECIFIED)DRAINTILE - DAYLIGHTTHROUGH WALLBOTTOM BLOCKAASHTO NO. 57 STONE TO EXTENDAT LEAST 12" BEHIND WALLMOVE BLOCKSFORWARD DURINGINSTALLATION TOENGAGE SHEARKNOBS (TYPICAL)6' HIGH CHAIN LINKFENCESLOPE VARIESFIELD CORE INTO 2nd COURSEBLOCK, GROUT FENCE POSTIN-PLACETRENCH DRAIN CATCH BASIN.(REFER TO SHEET C1.5FOR SIZE/LOCATIONS)6" PVC RISER PIPE6" 90° BEND6" 45° BEND (ROTATED)12" x 6" WYE (ROTATED)12" PVC STORM SEWEREXPANSION JOINTTRACK & FIELD EVENT PAVEMENTOVER CONCRETE2"2"VARIESEDGE TREATMENT WITHOUTCONCRETE CURBGRADING PLANELEVATION APPLIES TO TOPOF BINDER COURSE12" RESILIENT SURFACE4" CONCRETE6" AGGREGATE BASECOURSE48" SAND SUB-BASE11TIMING CLOCKTIES #3 @ 12" O.C., 40 GRADEVERTICAL STEEL, 6 - #4BARS, 40 GRADEABOVE GRADE CONDUIT ANDELECTRICAL FITTINGSBY OWNERTWO STEEL BEAMS(SEE NOTES)NEW TIMING CLOCK -VERIFY AND CONFIRM WITHMANUFACTURER ALL MATERIALSNECESSARY FORINSTALLATION WHEN ORDERINGI-BEAM AND FOOTING SIZES (Verifywith Manufacturer):TIMING CLOCKS (TI-2015): Two (2)HSS 4X4X1/8 I-beams, 2'x6' deepfootings7C2.3COMM BOX - REFER TO PLANFOR LOCATIONSHOTPUT LANDING PIT SECTION6"FINISH GRADE OF TURF ADJACENTTO SHOT PUT AREACONCRETE CURB 1" ABOVETURF ELEVATION5" DEPTH AGLIMEFLUSH WITH CURBPREPAREDSUBGRADE1" RADIUS (TYP.)CONCRETE CURB AD1..\..\..\..\..\1symbols\dan sigs\jay's sig.jpgATHLETIC IMPROVEMENTSBETHEL UNIVERSITY3900 Bethel DrSt Paul, MN 551123003/17/2021CITY 02/16/2021CITY RESUBMIT 03/24/2021DETAILS0V1123087DCRJRP0.0130.0500.1200.3000.0260.1200.3003.5103.6600.300.8500.7000.5913.3093.2850.9140.7624.1103.9603.6600.1503.6100.0500.050EXTERIOR RAIL LINE3.6600.1270.3000.3003.5100.2001.6301.6300.2000.1004.1103.2100.150DE 0.85 A 0.300.7003.6600.1500.1503.9600.8500.7620.9140.8501.1000.6000.6003.6603.6600.1500.1500.8503.9600.6000.6000.6003.6601.1000.1500.7500.5000.7320.7320.7320.7320.7320.914ADJUSTMENT POSTSUPPORT POSTBARPOSTS FULL POUR 25 mm THICKFULL POUR 13 mm THICK5 cm ASPHALTCONCRETE SLAB RATED @ 200 kg/cm2 ASSEMBLED WITH3/8" REBAR @ 12 cm BOTH DIRECTIONSREBAR # 3 @ 12 cmBOTH WAYSBLACKPAINTSECTIONWHITEPAINTSECTIONVIEW HURDLEBAR DETAILFOOTINGDEPTHBAR3.6603.897MEN'S OBSTACLE HEIGHTWOMEN'S OBSTACLE HEIGHTPROYECCIÓN BARRA DE SALTO4.4002.4000.8000.800LEVEL OF ANCHORAGEANGLE OF 1-1/2"x1/8BY 30 cmLONGITUDE0.2960.2550.2963.0000.4300.6081.962HOLES 7/16"HOLES 7/16"0.2400.4000.2190.2000.4000.5080.6000.4000.200COATING BASED ON PINE WOOD,FIXED TO STEEL STRUCTURE, SEALED,WITH POLYURETHANE PAINT FINISH INWHITE (CONFIRM COLOR W/ OWNER)METALLIC STRUCTURE,FINISHED IN ANTICORROSIVEPRIMER AT 1.5 mm THICKBARADJUSTMENT POSTSUPPORT POSTLOCKING BOLTNOTE:IT IS ADVISABLE TO FIX THE BOLTS TOSUPPORT POST BY CHAINSTO AVOID THEFT.OVERLAP LENGTH60.0 cm MIN. RECESS LENGTH0.5080.6000.4000.200FASTENING COVERED WITH SEALED NAILSBEFORE PAINTING APPLICATIONPINE WOOD COATING FIXED TOSTEEL STRUCTURE, SEALED WITHPOLYURETHANE. PAINT FINISH INWHITE (CONFIRM W/ OWNER)METALLIC STRUCTURE,FINISHED IN ANTICORROSIVEPRIMER AT 1.5 mm THICKEXTERIOR RAIL LINEWHITEPAINTSECTIONBLACKPAINTSECTIONBLACKPAINTSECTIONHURDLE SLEEVE COVERHURDLE SLEEVE COVERDRAIN VALVE COVER W/DRAIN VALVE BODY &COMPONENTSCONCRETE STAIRS -BUILDING ADDITION #1SECTION VIEWPLAN VIEWNOTES:1. VERIFY ELEVATIONS IN FIELD.2. HANDRAIL SHALL CONFORM TO ADA AND STATE OF MINNESOTA BUILDING ACCESSSURVEY STANDARDS.3. HAND RAIL SHALL RECEIVE 2 COATS OF PRIMER AND 2 COATS OF FINISH COLOR ASAPPROVED BY ARCHITECT.1'-3"1'-11"WIDTH VARIES2'-0"1'-0"#4 REBAR (TYP)#4 REBAR 16" O.C. EACH WAY (TYP)SECTION VIEWAPPROXIMATELY 10' (FIELD VERIFY)TREAD REINFORCEMENT#3 REBAR CONTINUOUSNOSING BAR @ 16" O.C.WELD AND GRINDSMOOTH JOINTS(TYP)ALL HANDRAIL SHALLBE 1-1/2" O.D. STD. PIPE27.925.9CAULKED EXPANSION JOINTSTAIR NOSING (TYP)4C2.33C2.3WELD HANDRAIL POST TOSURFACE MOUNT PLATE(TYP.)#4 REBAR @ 3" FROM BOTTOMAND EDGE OF FOOTING (TYP)CAULKEDEXPANSION JOINTPREPAREDSUBGRADE#4 CONTINUOUS REBAR (TYP)#4 REBAR @ 12" O.C.SURFACE MOUNT(TYP.)12"(TYP)6"1'-0"R2" (TYP)4"(MIN)1'-0"12" MIN.2'-0"1'-0"712"6"2'-0"1'-0"WIDTH VARIES15"APPROXIMATELY 10'(FIELD VERIFY)CENTER OF HANDRAILTO CENTER OFHANDRAILHANDRAILSTAIR NOSING REFERTO SPECSCAULKED EXPANSION JOINTCAULKEDEXPANSION JOINT3'-0"ALIGN RAILING WITHSTEPSALIGN CONCRETE WITHOUTSIDE OF WALL - FIELDVERIFY EXACT LOCATION1% SLOPESAND BASE8" WIDE CONCRETE CURB8" WIDE X 14" DEEPCONCRETECURB(SLOPE TO MATCHTOP OF STEPS)CONCRETE CURB3C2.3CONCRETE STEPS6"1'-6"2% SLOPE3/4"5'2% SLOPE1% SLOPE5'CONCRETE WALKEXPANSION JOINTEXPANSION JOINTCONCRETE WALKPREPARED SUBGRADE4" SAND BASE#4 REBAR @ 12" O.C. (TYP)#4 CONTINUOUS REBAR (TYP)5" CONCRETE3C2.33C2.329.328.3LONG / TRIPLE JUMP PIT6"25.0' LONG X 9.0' WIDER1"R1"WASHEDSAND FILL(15" DEPTH)SAND SUBBASE6" WIDE CONCRETE CURBPROVIDE WHITE PAINTED STRIPES AT 8', 24', 28', 32',AND 36' FROM LANDING PIT (SAND) - VERIFY WITHSCHOOL A.D. / TRACK COACH PRIOR TO MARKING6" DRAIN TILE WITH MIN. 3" PEA ROCK SURROUNDAND WRAPPED IN GEOTEXTILE FABRIC - REFERTO PLAN FOR LOCATION AND INVERT1'-4"UTILITY TRACERWIRE (TYPICAL)6" DRAIN TILE WITH MIN. 3" PEA ROCK SURROUNDAND WRAPPED IN GEOTEXTILE FABRIC - REFERTO PLAN FOR LOCATION AND INVERTUTILITY TRACERWIRE (TYPICAL)BOTTOM ELEVATION OF SAND SUBBASE =LIMITS OF CURB / FIELD EVENT PAVEMENT48"1C2.3C2.32STEEPLE CHASELANE GATESSAND CATCHES AT JUMP PIT PROJECT SUMMARYNot to be reproduced in whole or part without the written consent of MuscoSports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Joe Seda · File #209568B · 09-Feb-21Bethel University Royal Stadium FootballSaint Paul, MN USALighƟng System Pole / Fixture SummaryPole IDPole HeightMtg HeightFixture QtyLuminaire TypeLoadCircuitF1-F290'90'1TLC-LED-12001.17 kWA90'10TLC-LED-150014.30 kWA90'1TLC-LED-4000.40 kWA20'2TLC-BT-5751.15 kWAF3-F480'80'1TLC-LED-12001.17 kWA80'9TLC-LED-150012.87 kWA19'2TLC-BT-5751.15 kWA80'3TLC-LED-15004.29 kWB80'1TLC-LED-4000.40 kWA46073.80 kW Circuit SummaryCircuitDescriptionLoadFixture QtyAFootball65.22 kW54BSoccer 28.58 kW6 Fixture Type SummaryTypeSourceWattageLumensL90L80L70QuantityTLC-LED-1500LED 5700K - 75 CRI1430W160,000>120,000>120,000>120,00044TLC-LED-400LED 5700K - 75 CRI400W46,500>120,000>120,000>120,0004TLC-BT-575LED 5700K - 75 CRI575W52,000>120,000>120,000>120,0008TLC-LED-1200LED 5700K - 75 CRI1170W136,000>120,000>120,000>120,0004Light Level Summary Calculation Grid SummaryIlluminationGrid NameCalculation MetricAveMinMaxMax/MinAve/MinCircuitsFixture QtyFootballHorizontal Illuminance53.639671.741.37A54Home BleachersHorizontal14.76213.402.44A54Property LineHorizontal0.1100.370.00A,B60Property LineMax Candela (by Fixture)2709117.51094726273.161552.48A,B60Property LineMax Vertical Illuminance Metric0.3701.280.00A,B60Soccer 2Horizontal Illuminance9.8502688833.59B6SoccerHorizontal Illuminance53.839661.691.38A54Track SpillHorizontal Illuminance0.0300.0741.34A54Track SpillMax Candela Metric95563082812591.3431.04A54Track SpillMax Vertical Illuminance Metric0.120.010.2641.3011.60A54TrackHorizontal Illuminance22.55499.184.51A54Visitor BleachersHorizontal11.77162.321.67A54 $WWDFKPHQW( ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of MuscoSports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Joe Seda · File #209568B · 09-Feb-21544639394550665749475360676052515558625852515658585451525656555251515351555251515351585451525656625852515758676152515559675749475461554640394651HIGHJUMP\pxqc;STEEPLE CHASE PIT G-TRIPLEETSOCCER (210'x345')101020203030404050504040303020201010F1F2F3F4185'103'173'105'185'103'173'105'SCALE IN FEET 1 : 500'50'100'EQUIPMENT LIST FOR AREAS SHOWNPole LuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS2F1-F290'-90'90'20'90'TLC-LED-400TLC-LED-1200TLC-BT-575TLC-LED-1500112101121000002F3-F480'-80'80'19'80'TLC-LED-1200TLC-LED-400TLC-BT-575TLC-LED-150011*29/3*112900034TOTALS60546 * This structure uƟlizes a back-to-back mounƟng conĮguraƟonPole locaƟon(s)dimensions are relaƟveto 0,0 reference point(s)Bethel University Royal Stadium FootballSaint Paul, MN USAGRID SUMMARYName: FootballSize: 360' x 160'Spacing: 30.0' x 30.0'Height: 3.0' above gradeILLUMINATION SUMMARYMAINTAINED HORIZONTAL FOOTCANDLESEnƟre GridGuaranteed Average:50Scan Average: 53.56Maximum: 67Minimum: 39Avg / Min: 1.39Guaranteed Max / Min:2Max / Min: 1.74UG (adjacent pts): 1.25CU: 0.49No. of Points: 72LUMINAIRE INFORMATIONApplied Circuits: ANo. of Luminaires: 54Total Load: 65.22 kWGuaranteed Performance:The ILLUMINATION describedabove is guaranteed per your MuscoWarranty document and includes a 0.95dirt depreciaƟon factor.Field Measurements:Individual Įeld measurements may vary fromcomputer-calculated predicƟons and should be takenin accordance with IESNA RP-6-15.Electrical System Requirements:Refer to AmperageDraw Chart and/or the"Musco Control System Summary"for electrical sizing.InstallaƟon Requirements:Results assume ± 3%nominal voltage at line side of the driver and structureslocated within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of MuscoSports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Joe Seda · File #209568B · 09-Feb-21SOCCE20171614129211817161411201918171612191918161613191816141411181614121191715131081614119716131186171411971715131191817151211919181715141119191817161320191817161221181716141120171614129F1F2185'103'185'103'SCALE IN FEET 1 : 200'20'40'EQUIPMENT LIST FOR AREAS SHOWNPole LuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS2F1-F290'-90'90'20'90'TLC-LED-400TLC-LED-1200TLC-BT-575TLC-LED-1500112101121000002F3-F480'-80'80'19'80'TLC-LED-1200TLC-LED-400TLC-BT-575TLC-LED-150011*29/3*112900034TOTALS60546 * This structure uƟlizes a back-to-back mounƟng conĮguraƟonPole locaƟon(s)dimensions are relaƟveto 0,0 reference point(s)Bethel University Royal Stadium FootballSaint Paul, MN USAGRID SUMMARYName: Home BleachersSize: 360' x 160'Spacing: 10.0' x 10.0'ILLUMINATION SUMMARYMAINTAINED HORIZONTAL FOOTCANDLESEnƟre GridScan Average:14.66Maximum: 21Minimum: 6Avg / Min: 2.43Max / Min:3.40UG (adjacent pts): 1.38CU: 0.02No. of Points: 97LUMINAIRE INFORMATIONApplied Circuits: ANo. of Luminaires: 54Total Load: 65.22 kWGuaranteed Performance:The ILLUMINATION describedabove is guaranteed per your MuscoWarranty document and includes a 0.95dirt depreciaƟon factor.Field Measurements:Individual Įeld measurements may vary fromcomputer-calculated predicƟons and should be takenin accordance with IESNA RP-6-15.Electrical System Requirements:Refer to AmperageDraw Chart and/or the"Musco Control System Summary"for electrical sizing.InstallaƟon Requirements:Results assume ± 3%nominal voltage at line side of the driver and structureslocated within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of MuscoSports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Joe Seda · File #209568B · 09-Feb-2113141611131510111481013791379128101391114111215131316F3F4173'105'173'105'SCALE IN FEET 1 : 200'20'40'EQUIPMENT LIST FOR AREAS SHOWNPole LuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS2F1-F290'-90'90'20'90'TLC-LED-400TLC-LED-1200TLC-BT-575TLC-LED-1500112101121000002F3-F480'-80'80'19'80'TLC-LED-1200TLC-LED-400TLC-BT-575TLC-LED-150011*29/3*112900034TOTALS60546 * This structure uƟlizes a back-to-back mounƟng conĮguraƟonPole locaƟon(s)dimensions are relaƟveto 0,0 reference point(s)Bethel University Royal Stadium FootballSaint Paul, MN USAGRID SUMMARYName: Visitor BleachersSize: 360' x 160'Spacing: 10.0' x 10.0'ILLUMINATION SUMMARYMAINTAINED HORIZONTAL FOOTCANDLESEnƟre GridScan Average:11.66Maximum: 16Minimum: 7Avg / Min: 1.74Max / Min:2.32UG (adjacent pts): 1.39CU: 0.00No. of Points: 30LUMINAIRE INFORMATIONApplied Circuits: ANo. of Luminaires: 54Total Load: 65.22 kWGuaranteed Performance:The ILLUMINATION describedabove is guaranteed per your MuscoWarranty document and includes a 0.95dirt depreciaƟon factor.Field Measurements:Individual Įeld measurements may vary fromcomputer-calculated predicƟons and should be takenin accordance with IESNA RP-6-15.Electrical System Requirements:Refer to AmperageDraw Chart and/or the"Musco Control System Summary"for electrical sizing.InstallaƟon Requirements:Results assume ± 3%nominal voltage at line side of the driver and structureslocated within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of MuscoSports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Joe Seda · File #209568B · 09-Feb-21HIGHJUMP\pxqc;STEEPLE CHASE PIT MULTI-PURPOSEFIELDG-TRIPLEPETSOCCER (210'x345')101020203030404050504040303020201010515444393946506265554848546061665952515658556257525257575258545153575451555251525450515552515254505258545153575455625752525757616659525156586265564948556052554540404751196'103'162'105'196'103'162'105'F1F3F2F4SCALE IN FEET 1 : 500'50'100'EQUIPMENT LIST FOR AREAS SHOWNPole LuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS2F1-F290'.43'90.43'90.43'20.43'90.43'TLC-LED-400TLC-LED-1200TLC-BT-575TLC-LED-1500112101121000002F3-F480'.43'80.43'80.43'19.43'80.43'TLC-LED-1200TLC-LED-400TLC-BT-575TLC-LED-150011*29/3*112900034TOTALS60546 * This structure uƟlizes a back-to-back mounƟng conĮguraƟonPole locaƟon(s)dimensions are relaƟveto 0,0 reference point(s)Bethel University Royal Stadium FootballSaint Paul, MN USAGRID SUMMARYName: SoccerSize: 345' x 210'Spacing: 30.0' x 30.0'Height: 3.0' above gradeILLUMINATION SUMMARYMAINTAINED HORIZONTAL FOOTCANDLESEnƟre GridGuaranteed Average:50Scan Average: 53.81Maximum: 66Minimum: 39Avg / Min: 1.37Guaranteed Max / Min:2Max / Min: 1.69UG (adjacent pts): 1.25CU: 0.57No. of Points: 84LUMINAIRE INFORMATIONApplied Circuits: ANo. of Luminaires: 54Total Load: 65.22 kWGuaranteed Performance:The ILLUMINATION describedabove is guaranteed per your MuscoWarranty document and includes a 0.95dirt depreciaƟon factor.Field Measurements:Individual Įeld measurements may vary fromcomputer-calculated predicƟons and should be takenin accordance with IESNA RP-6-15.Electrical System Requirements:Refer to AmperageDraw Chart and/or the"Musco Control System Summary"for electrical sizing.InstallaƟon Requirements:Results assume ± 3%nominal voltage at line side of the driver and structureslocated within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of MuscoSports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Joe Seda · File #209568B · 09-Feb-21HIGHJUMP\pxqc;STEEPLE CHASE PIT MULTI-PURPOSEFIELDONG-TRIPLEUMPPOLEAULTSOCCER (210'x345')10102020303040405050404030302020101025 29 24 24 27 24 26 25 24 272821171310981013213348474038333135394249432615107555679132118 8196'90'162'118'196'116'162'92'F1F3F2F4SCALE IN FEET 1 : 500'50'100'EQUIPMENT LIST FOR AREAS SHOWNPole LuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS2F1-F290'-90'90'20'90'TLC-LED-400TLC-LED-1200TLC-BT-575TLC-LED-1500112101121000002F3-F480'-80'80'19'80'TLC-LED-1200TLC-LED-400TLC-BT-575TLC-LED-150011*29/3*112900034TOTALS60546 * This structure uƟlizes a back-to-back mounƟng conĮguraƟonPole locaƟon(s)dimensions are relaƟveto 0,0 reference point(s)Bethel University Royal Stadium FootballSaint Paul, MN USAGRID SUMMARYName: TrackSize: IrregularSpacing: 30.0' x 30.0'Height: 3.0' above gradeILLUMINATION SUMMARYMAINTAINED HORIZONTAL FOOTCANDLESEnƟre GridScan Average:22.54Maximum: 49Minimum: 5Avg / Min: 4.26Max / Min:9.18UG (adjacent pts): 0.00CU: 0.13No. of Points: 46LUMINAIRE INFORMATIONApplied Circuits: ANo. of Luminaires: 54Total Load: 65.22 kWGuaranteed Performance:The ILLUMINATION describedabove is guaranteed per your MuscoWarranty document and includes a 0.95dirt depreciaƟon factor.Field Measurements:Individual Įeld measurements may vary fromcomputer-calculated predicƟons and should be takenin accordance with IESNA RP-6-15.Electrical System Requirements:Refer to AmperageDraw Chart and/or the"Musco Control System Summary"for electrical sizing.InstallaƟon Requirements:Results assume ± 3%nominal voltage at line side of the driver and structureslocated within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of MuscoSports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Joe Seda · File #209568B · 09-Feb-21OVERHEADPOWER LINESMULTI-PURPOSEFIELD(~195'x345')0141018201601411192019015101722210141017252001410171915014101818100141221261301410192515013915172001381522240137132325001481316130'58'130'152'F3F4SCALE IN FEET 1 : 500'50'100'EQUIPMENT LIST FOR AREAS SHOWNPole LuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS2F3-F480'.43'80.43'80.43'19.43'80.43'TLC-LED-1200TLC-LED-400TLC-BT-575TLC-LED-150011*29/3*000311292TOTALS32626 * This structure uƟlizes a back-to-back mounƟng conĮguraƟonPole locaƟon(s)dimensions are relaƟveto 0,0 reference point(s)Bethel University Royal Stadium FootballSaint Paul, MN USAGRID SUMMARYName: Soccer 2Size: 345' x 195'Spacing: 30.0' x 30.0'Height: 3.0' above gradeILLUMINATION SUMMARYMAINTAINED HORIZONTAL FOOTCANDLESEnƟre GridScan Average:9.85Maximum: 26Minimum: 0Avg / Min: 33028.69Max / Min:88833.59UG (adjacent pts): 1166.11CU: 0.79No. of Points: 84LUMINAIRE INFORMATIONApplied Circuits: BNo. of Luminaires: 6Total Load: 8.58 kWGuaranteed Performance:The ILLUMINATION describedabove is guaranteed per your MuscoWarranty document and includes a 0.95dirt depreciaƟon factor.Field Measurements:Individual Įeld measurements may vary fromcomputer-calculated predicƟons and should be takenin accordance with IESNA RP-6-15.Electrical System Requirements:Refer to AmperageDraw Chart and/or the"Musco Control System Summary"for electrical sizing.InstallaƟon Requirements:Results assume ± 3%nominal voltage at line side of the driver and structureslocated within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of MuscoSports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Joe Seda · File #209568B · 09-Feb-21OVERHEADPOWER LINESHIGHJUMP\pxqc;STEEPLE CHASE PIT MULTI-PURPOSEFIELD(~195'x345')LONG-TRIPLEJUMP/ POLEVAULTSOCCER (210'x345')101020203030404050504040303020201010F1F2F3F40.02 0.03 0.03 0.03 0.04 0.04 0.04 0.03 0.03 0.030.020.020.010.010.020.020.030.030.020.020.020.030.040.050.060.060.050.050.040.040.040.040.050.060.070.070.050.040.010.000.000.010.010.010.020.020.020.020.010.010.000.000.000.020.030.040.050.040.040.030.030.030.030.040.050.060.060.050.050.040.030.010.020.010.010.020.020.020.020.010.010.010.02SCALE IN FEET 1 : 1000'100'200'EQUIPMENT LIST FOR AREAS SHOWNPole LuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS2F1-F290'-90'90'20'90'TLC-LED-400TLC-LED-1200TLC-BT-575TLC-LED-1500112101121000002F3-F480'-80'80'19'80'TLC-LED-1200TLC-LED-400TLC-BT-575TLC-LED-150011*29/3*112900034TOTALS60546 * This structure uƟlizes a back-to-back mounƟng conĮguraƟonPole locaƟon(s)dimensions are relaƟveto 0,0 reference point(s)Bethel University Royal Stadium FootballSaint Paul, MN USAGRID SUMMARYName: Track SpillSpacing: 30.0'Height: 3.0' above gradeILLUMINATION SUMMARYHORIZONTAL FOOTCANDLESEnƟre GridScan Average: 0.0294Maximum: 0.07Minimum: 0.00No. of Points: 83LUMINAIRE INFORMATIONApplied Circuits: ANo. of Luminaires: 54Total Load: 65.22 kWGuaranteed Performance:The ILLUMINATION describedabove is guaranteed per your Musco Warrantydocument.Field Measurements:Individual Įeld measurements may vary fromcomputer-calculated predicƟons and should be takenin accordance with IESNA RP-6-15.Electrical System Requirements:Refer to AmperageDraw Chart and/or the"Musco Control System Summary"for electrical sizing.InstallaƟon Requirements:Results assume ± 3%nominal voltage at line side of the driver and structureslocated within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of MuscoSports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Joe Seda · File #209568B · 09-Feb-21OVERHEADPOWER LINESHIGHJUMP\pxqc;STEEPLE CHASE PIT MULTI-PURPOSEFIELD(~195'x345')LONG-TRIPLEJUMP/ POLEVAULTSOCCER (210'x345')101020203030404050504040303020201010F1F2F3F40.11 0.16 0.18 0.19 0.22 0.24 0.21 0.19 0.19 0.150.120.100.090.070.090.090.110.100.090.070.080.130.190.240.240.260.220.210.150.130.140.140.160.180.200.180.120.080.030.010.010.020.030.040.050.050.050.050.040.030.020.010.010.040.070.100.140.130.110.110.100.110.130.180.220.240.230.220.200.160.120.060.070.050.050.060.080.070.060.060.070.070.10SCALE IN FEET 1 : 1000'100'200'EQUIPMENT LIST FOR AREAS SHOWNPole LuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS2F1-F290'-90'90'20'90'TLC-LED-400TLC-LED-1200TLC-BT-575TLC-LED-1500112101121000002F3-F480'-80'80'19'80'TLC-LED-1200TLC-LED-400TLC-BT-575TLC-LED-150011*29/3*112900034TOTALS60546 * This structure uƟlizes a back-to-back mounƟng conĮguraƟonPole locaƟon(s)dimensions are relaƟveto 0,0 reference point(s)Bethel University Royal Stadium FootballSaint Paul, MN USAGRID SUMMARYName: Track SpillSpacing: 30.0'Height: 3.0' above gradeILLUMINATION SUMMARYMAX VERTICAL FOOTCANDLESEnƟre GridScan Average: 0.1160Maximum: 0.26Minimum: 0.01No. of Points: 83LUMINAIRE INFORMATIONApplied Circuits: ANo. of Luminaires: 54Total Load: 65.22 kWGuaranteed Performance:The ILLUMINATION describedabove is guaranteed per your Musco Warrantydocument.Field Measurements:Individual Įeld measurements may vary fromcomputer-calculated predicƟons and should be takenin accordance with IESNA RP-6-15.Electrical System Requirements:Refer to AmperageDraw Chart and/or the"Musco Control System Summary"for electrical sizing.InstallaƟon Requirements:Results assume ± 3%nominal voltage at line side of the driver and structureslocated within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of MuscoSports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Joe Seda · File #209568B · 09-Feb-21OVERHEADPOWER LINESHIGHJUMP\pxqc;STEEPLE CHASE PIT MULTI-PURPOSEFIELD(~195'x345')LONG-TRIPLEJUMP/ POLEVAULTSOCCER (210'x345')101020203030404050504040303020201010F1F2F3F411881 16433 19640 18293 21587 19426 17756 18288 21169 16520128521097992988666875576127626649261854689382812276206542620924567255602146118025130979841798265655554501155374719258815335433998821387260723143332293632923323225323881227712308834175027104653480643754690541470421279421872262422812523565219201916615451115015263428032333571383646834882552668298300796510843SCALE IN FEET 1 : 1000'100'200'EQUIPMENT LIST FOR AREAS SHOWNPole LuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS2F1-F290'-90'90'20'90'TLC-LED-400TLC-LED-1200TLC-BT-575TLC-LED-1500112101121000002F3-F480'-80'80'19'80'TLC-LED-1200TLC-LED-400TLC-BT-575TLC-LED-150011*29/3*112900034TOTALS60546 * This structure uƟlizes a back-to-back mounƟng conĮguraƟonPole locaƟon(s)dimensions are relaƟveto 0,0 reference point(s)Bethel University Royal Stadium FootballSaint Paul, MN USAGRID SUMMARYName: Track SpillSpacing: 30.0'Height: 3.0' above gradeILLUMINATION SUMMARYCANDELA (PER FIXTURE)EnƟre GridScan Average: 9556.3105Maximum: 28124.78Minimum: 307.92No. of Points: 83LUMINAIRE INFORMATIONApplied Circuits: ANo. of Luminaires: 54Total Load: 65.22 kWGuaranteed Performance:The ILLUMINATION describedabove is guaranteed per your Musco Warrantydocument.Field Measurements:Individual Įeld measurements may vary fromcomputer-calculated predicƟons and should be takenin accordance with IESNA RP-6-15.Electrical System Requirements:Refer to AmperageDraw Chart and/or the"Musco Control System Summary"for electrical sizing.InstallaƟon Requirements:Results assume ± 3%nominal voltage at line side of the driver and structureslocated within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of MuscoSports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Joe Seda · File #209568B · 09-Feb-21OVERHEADPOWER LINESHIGHJUMP\pxqc;STEEPLE CHASE PIT MULTI-PURPOSEFIELD(~195'x345')LONG-TRIPLEJUMP/ POLEVAULTSOCCER (210'x345')101020203030404050504040303020201010F1F2F3F40.240.330.370.360.300.220.190.140.100.070.060.060.050.040.050.090.150.120.010.010.010.000.000.000.000.000.000.00SCALE IN FEET 1 : 1200'120'240'EQUIPMENT LIST FOR AREAS SHOWNPole LuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS2F1-F290'-90'90'20'90'TLC-LED-400TLC-LED-1200TLC-BT-575TLC-LED-1500112101121000002F3-F480'-80'80'19'80'TLC-LED-1200TLC-LED-400TLC-BT-575TLC-LED-150011*29/3*1121200004TOTALS60600 * This structure uƟlizes a back-to-back mounƟng conĮguraƟonPole locaƟon(s)dimensions are relaƟveto 0,0 reference point(s)Bethel University Royal Stadium FootballSaint Paul, MN USAGRID SUMMARYName: Property LineSpacing: 30.0'Height: 3.0' above gradeILLUMINATION SUMMARYHORIZONTAL FOOTCANDLESEnƟre GridScan Average: 0.1059Maximum: 0.37Minimum: 0.00No. of Points: 28LUMINAIRE INFORMATIONApplied Circuits: A, BNo. of Luminaires: 60Total Load: 73.8 kWGuaranteed Performance:The ILLUMINATION describedabove is guaranteed per your Musco Warrantydocument.Field Measurements:Individual Įeld measurements may vary fromcomputer-calculated predicƟons and should be takenin accordance with IESNA RP-6-15.Electrical System Requirements:Refer to AmperageDraw Chart and/or the"Musco Control System Summary"for electrical sizing.InstallaƟon Requirements:Results assume ± 3%nominal voltage at line side of the driver and structureslocated within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of MuscoSports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Joe Seda · File #209568B · 09-Feb-21OVERHEADPOWER LINESHIGHJUMP\pxqc;STEEPLE CHASE PIT MULTI-PURPOSEFIELD(~195'x345')LONG-TRIPLEJUMP/ POLEVAULTSOCCER (210'x345')101020203030404050504040303020201010F1F2F3F40.891.221.281.261.090.810.700.490.330.240.190.200.160.130.150.250.430.360.050.030.020.020.010.000.000.000.000.00SCALE IN FEET 1 : 1200'120'240'EQUIPMENT LIST FOR AREAS SHOWNPole LuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS2F1-F290'-90'90'20'90'TLC-LED-400TLC-LED-1200TLC-BT-575TLC-LED-1500112101121000002F3-F480'-80'80'19'80'TLC-LED-1200TLC-LED-400TLC-BT-575TLC-LED-150011*29/3*1121200004TOTALS60600 * This structure uƟlizes a back-to-back mounƟng conĮguraƟonPole locaƟon(s)dimensions are relaƟveto 0,0 reference point(s)Bethel University Royal Stadium FootballSaint Paul, MN USAGRID SUMMARYName: Property LineSpacing: 30.0'Height: 3.0' above gradeILLUMINATION SUMMARYMAX VERTICAL FOOTCANDLESEnƟre GridScan Average: 0.3685Maximum: 1.28Minimum: 0.00No. of Points: 28LUMINAIRE INFORMATIONApplied Circuits: A, BNo. of Luminaires: 60Total Load: 73.8 kWGuaranteed Performance:The ILLUMINATION describedabove is guaranteed per your Musco Warrantydocument.Field Measurements:Individual Įeld measurements may vary fromcomputer-calculated predicƟons and should be takenin accordance with IESNA RP-6-15.Electrical System Requirements:Refer to AmperageDraw Chart and/or the"Musco Control System Summary"for electrical sizing.InstallaƟon Requirements:Results assume ± 3%nominal voltage at line side of the driver and structureslocated within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARYNot to be reproduced in whole or part without the written consent of MuscoSports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Joe Seda · File #209568B · 09-Feb-21OVERHEADPOWER LINESHIGHJUMP\pxqc;STEEPLE CHASE PIT MULTI-PURPOSEFIELD(~195'x345')LONG-TRIPLEJUMP/ POLEVAULTSOCCER (210'x345')101020203030404050504040303020201010F1F2F3F485487109472107354906138868869675578843337616776928392831092192598218585881621714315220157813751093865431265164602317SCALE IN FEET 1 : 1200'120'240'EQUIPMENT LIST FOR AREAS SHOWNPole LuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLETHISGRIDOTHERGRIDS2F1-F290'-90'90'20'90'TLC-LED-400TLC-LED-1200TLC-BT-575TLC-LED-1500112101121000002F3-F480'-80'80'19'80'TLC-LED-1200TLC-LED-400TLC-BT-575TLC-LED-150011*29/3*1121200004TOTALS60600 * This structure uƟlizes a back-to-back mounƟng conĮguraƟonPole locaƟon(s)dimensions are relaƟveto 0,0 reference point(s)Bethel University Royal Stadium FootballSaint Paul, MN USAGRID SUMMARYName: Property LineSpacing: 30.0'Height: 3.0' above gradeILLUMINATION SUMMARYCANDELA (PER FIXTURE)EnƟre GridScan Average: 27090.7793Maximum: 109472.14Minimum: 17.45No. of Points: 28LUMINAIRE INFORMATIONApplied Circuits: A, BNo. of Luminaires: 60Total Load: 73.8 kWGuaranteed Performance:The ILLUMINATION describedabove is guaranteed per your Musco Warrantydocument.Field Measurements:Individual Įeld measurements may vary fromcomputer-calculated predicƟons and should be takenin accordance with IESNA RP-6-15.Electrical System Requirements:Refer to AmperageDraw Chart and/or the"Musco Control System Summary"for electrical sizing.InstallaƟon Requirements:Results assume ± 3%nominal voltage at line side of the driver and structureslocated within 3 feet (1m) of design locaƟons. EQUIPMENT LAYOUTNot to be reproduced in whole or part without the written consent of MuscoSports Lighting, LLC. ©1981, 2021 Musco Sports Lighting, LLC.ENGINEERED DESIGNBy: Joe Seda · File #209568B · 09-Feb-21Football360' x 160'OVERHEADPOWER LINESHIGHJUMP\pxqc;STEEPLE CHASE PIT MULTI-PURPOSEFIELD(~195'x345')LONG-TRIPLEJUMP/ POLEVAULTSOCCER (210'x345')101020203030404050504040303020201010F1F2F3F4Soccer345' x 210'TrackSoccer 2345' x 195'SCALE IN FEET 1 : 1000'100'200'Pole locaƟon(s)dimensions are relaƟveto 0,0 reference point(s)Bethel University Royal Stadium FootballSaint Paul, MN USAEQUIPMENT LAYOUTINCLUDES:· Football· Soccer· Soccer 2· TrackElectrical System Requirements:Refer to AmperageDraw Chart and/or the"Musco Control System Summary"for electrical sizing.InstallaƟon Requirements:Results assume ± 3%nominal voltage at line side of the driver and structureslocated within 3 feet (1m) of design locaƟons.EQUIPMENT LIST FOR AREAS SHOWNPole LuminairesQTYLOCATIONSIZEGRADEELEVATIONMOUNTINGHEIGHTLUMINAIRETYPEQTY /POLE2F1-F290'-90'90'20'90'TLC-LED-400TLC-LED-1200TLC-BT-575TLC-LED-1500112102F3-F480'-80'80'19'80'TLC-LED-1200TLC-LED-400TLC-BT-575TLC-LED-150011*29/3*4TOTALS60 * This structure uƟlizes a back-to-back mounƟng conĮguraƟonSINGLE LUMINAIRE AMPERAGE DRAW CHARTBallast SpeciĮcaƟons(.90 min power factor)Line Amperage Per Luminaire(max draw)Single Phase Voltage208(60)220(60)240(60)277(60)347(60)380(60)480(60)TLC-LED-1500 8.5 8.1 7.4 6.4 5.1 4.7 3.7TLC-LED-400 2.3 2.2 2.0 1.7 1.4 1.3 1.0TLC-BT-575 3.4 3.2 2.9 2.5 2.0 1.8 1.5TLC-LED-1200 7.0 6.6 6.1 5.2 4.2 4.0 3.0 Solutions for Lighting©2019 Musco Sports Lighting, LLC · U.S. and foreign patents issued and pending · M-3047-en04-1Total Light Control™–TLC-LED-1500 Luminaire Z 2550 University Avenue West | Suite 400N | St. Paul, MN 55114 Main 651.644.4389 + Fax 651.644.9446 ZHRGREEN.COM March 11, 2021 David Swearingen, PE, Public Works Director/City Engineer Arden Hills City Hall 1245 W Highway 96 Arden Hills, MN 55112 Re: Athletic Improvements Bethel University - Engineering Plan Review Comments Dear David, An engineering plan review has been performed on the 2021 Land Use Application, signed Feb. 16, 2021 for the Athletic Improvements, Bethel University. A summary of the review comments follows: CONDITIONAL USE APPLICATION 1. Application notes Sanitary and Water main as completed. Items were shown in legends but did not see any on plans. Need to be shown and detailed. SURVEY 2. Survey is not signed. PLAN SHEETS C1.0 – TITLE SHEET 3. General Notes a. Note 3 – Add note that no work shall begin until all permits are obtained and submitted to, and accepted by, the City. b. Note 4 – Add note that no work shall begin until traffic plans are submitted, reviewed or approved by the City. Of if none required, remove note. Note 7 – Who is responsible for dewatering permits? C1.1 – EXISTING CONDITIONS 4. What is the scalloped line at the end of the “remote trees and shrubs” area? 5. What utility is being removed with the remove utility symbol? 6. Ex. gravel access road is shown encroaching on RR ROW. Prior to construction, written approval needed to work off-site. C1.11 – EXISTING CONDITIONS 7. Property line note dashed in legend. 8. Are heavy font elevations proposed elevations? Signed survey is now attached. Note added to plans. No traffic plans are anticipated being required. Note #7 has been changed to indicate contractor is responsible for de-watering requirements. This is now note #8. New tree limits. Removed from C1.1 Storm sewer - 18" CMP. All work is to occur on-site. No off-site construction will occur. Dashed Property Line. No, all spot elevations shown on sheet C1.11 are existing. No sanitary or water main. Removed from legends. Attachment F David Swearingen March 4, 2021 2 C1.2 – SITE GEOMETRIC PLAN 9. What do the scalloping lines represent? C1.3 – SITE FINISHING PLAN 10. Missing detail number on detail callouts 11. What are dark squares and triangles on this sheet? 12. Add grading info for relocated dirt access road. Ensure it does not drain of-site. 13. Is there a set-back requirement for the dirt access road or fence from the property line? 14. Is fence constructable in location shown without encroaching on adjacent property? C1.31 – SITE FINISHING PLAN 15. What is THROWS in title? 16. Missing detail number in call-out. Typ. C1.4 – GRADING AND DRAINAGE PLAN 17. No piping shown to CB’s or MH’s. 18. What is the scalloped lone representing? 19. What is the double line with black dot representing? (e.g., though boring B-8) 20. What is single line with black dots representing? 21. Provide path elevations. C1.41 – GRADING AND DRAINAGE PLAN 22. Are dark elevations proposed elevations? C1.5 – UTILITY PLAN 23. Missing info in UGS 1A Section detail 24. Filtration Areas a. Shows nodes with no structure. b. No pipe information shown. c. No inlets shown. d. Different pipes styles are shown. 25. Notes 1 - XXXX sheets are referenced for notes. 26. Proposed water and sanitary are shown in legend, but not on plans. 27. Not all pipe types are shown in legend. C1.6 – EROSION AND SEDIMENT CONTROL PLAN 28. Structures shown with no connecting pipes. 29. What are proposed contours typing into? 30. Are dark elevations proposed? 31. What is 6-feet tall? 32. Scalloped line is not in legend. 33. Scale units missing New tree limits. Added to legend. Added detail callouts and details to plans. Added to legend. See sheet C1.4 for grading. Don't believe so, since the access road isn't paved. City code mentions fences of at least 75% opacity are allowed in setback. Yes, concrete fence footing is 2' from property line at closest point.Indicates throw events area. Added detail callouts and details to plans. Will superimpose pipe routes on grading plan. New tree limits. Added to legend.Proposed chainlink fence w/ maintenance strip. Shown on C1.3. Proposed chainlink fencing. Shown on C1.3. A few more spots along path have been added. Dark spot elevations outside grading limits have been frozen. UGS Details on sheet C2.2. Infiltration design has been completed adding items a,b,c,d. Detail bubbles have been completed. Water shown on plan, Sanitary removed. Added other pipe type to legend. Existing 6' fence. Yes, within grading limits. Added existing contours. Shaded in connecting pipes. New tree limits. Added to legend. Added scale bar. David Swearingen March 4, 2021 3 34. Show construction entrance use will not encroach off property. L1.0 - LANDSCAPE PLAN 35. Scale missing units 36. Water quality volume and details are not shown on plans. C2.1 - DETAILS 37. 3/C2.1 – What is wood stake dimension? 38. 4/C2.1 number used twice. 39. 4/C2.1 PIPE BEDDING – No pipe wrap for perforated pipe? 40. 9/C2.1 – How will detailed wrap drain tile into san subbase be constructed? 41. 10/C2.1 – How will detailed wrap drain tile into san subbase be constructed? 42. 11/C2.1 – How will detailed wrap drain tile into san subbase be constructed? 43. Missing detail callout numbers in several details 44. Detail watermain offset information. No watermains are shown on utility plans. STORM WATER MANAGEMENT REPORT 45. Confirm 2, 10 and 100 event runoff is per checklist and are ATLAS 14. Thank you for the opportunity to perform the engineering review on the Athletic Improvements Bethel University plans. If you have any questions, or need any additional information, please contact John Morast at jmorast@hrgreen.com or 763.710.1514. Sincerely, HR GREEN, INC John W. Morast, PE Regional Director Construction entrance shown on property. Added units to legend. 1-1/2" x 18" min. Added to detail. Re-Numbered all details. Trench subbase, lay geotextile fabric, pour pearock in, wrap rock with fabric, pour in sand. Re-Numbered all details / callouts. Removed watermain detail. New detail. Non-perforated pipe. Refer to sheet C1.5 & C1.51. Event runoffs are per checklist and are ATLAS 14. City of Arden Hills Planning Commission Meeting for April 7, 2021 P:\Planning\Planning Cases\2021\21-001 - BSC Bldg 14 Addition - APUD\PC Packets Page 1 of 6 MEMORANDUM DATE: April 7, 2021 PC Agenda Item 3.A TO: Planning Commission Chair and Commissioners FROM: Jane Kansier, AICP, Planning Consultant, Bolton & Menk SUBJECT: Planning Case #21-001 – Public Hearing Required Applicant: Lorne Rothbauer, Boston Scientific Property Location: 4100 Hamline Avenue N Request: Amended Planned Unit Development and Site Plan Review Requested Action Lorne Rothbauer of Boston Scientific (“The Applicant”) is requesting Amended Planned Unit Development and Site Plan Review for a proposed project on 4100 Hamline Avenue N (“Subject Property”) to renovate a 17,450 square foot addition to the south side of Building 14, in the northwest corner of the Arden Hills campus near Innovation Way. The purpose of this facility is the development and production of lithium batteries for use in medical devices. The primary space in the facility is a ‘dry room,’ a space maintained at less than 1% relative humidity, which is required for handling lithium. Ancillary functions in the addition include office and conference space. Background 1. Overview of Request The Boston Scientific campus at 4100 Hamline Avenue North operates under a Planned Unit Development (PUD) that was originally approved in 2002 for the Guidant Corporation. The last update to the PUD and Campus Master Plan took place in 2020 when the City approved a loading dock addition to the South side of Building 10. Before that, in 2017, the City approved a 5,330 square foot building addition on the northeast corner of Building 9 (Planning Case 17-013). New building construction or site modification identified on the approved Campus Master Plan requires the submittal of a Site Plan Review application prior to construction. For building construction or site modifications not included on the Master Plan, a PUD Amendment is required. The proposed addition to Building 14 is not shown on the current Master Plan and a PUD Amendment is therefore being requested. $WWDFKPHQW* City of Arden Hills Planning Commission Meeting for April 7, 2021 P:\Planning\Planning Cases\2021\21-001 - BSC Bldg 14 Addition - APUD\PC Packets Page 2 of 6 Plan Evaluation Chapter 13, Zoning Regulations Review 1. District Provisions (I-1 Limited Industrial District) – Section 1320 Under the 2040 Comprehensive Plan, the Boston Scientific campus is guided as Light Industrial and Office on the land use plan. The Subject Property is a permitted use as a manufacturer of medical devices within this district. The changes to the Campus Master Plan that the Applicants propose to add are entirely exterior and complementary to the use of the Subject Property as a medical device manufacturer. Boston Scientific is regulated under a PUD that permits the Subject Property to operate medical manufacturing provided those uses maintain harmony and compatibility with surrounding uses and are in keeping with the architectural character and design standards of existing uses and development. The underlying Zoning District that guides the uses allowed within the parcel is the I-1 Limited Industrial District. A. Building and Landscaping Coverage – Meets Requirements The Zoning Code requirements for the I-1 district allow a maximum building footprint of 30% and a minimum landscape area of 35 percent. Landscaping is defined as all plantings, including trees, grass, and shrubs. The table below identifies the proposed percentages. Proposed Master PUD (Sq. Ft.) Proposed Master PUD (PCT) Permitted (I-1 District) Structure Coverage 614,740 sq. ft. 18.16% Max. of 30% Landscape Coverage 1,610,953 sq. ft. 47.58% Min. of 35% B. Height – Flexibility Requested The proposed building has a flat roof, with a height of 40 feet. Maximum height in the I-1 district is 35 feet. The first floor of the building is 21’ in height. The remaining height is attributed the mechanical equipment penthouse, which encloses equipment that would typically be mounted on the roof. Flexibility is requested from the maximum height of 35 feet. City of Arden Hills Planning Commission Meeting for April 7, 2021 P:\Planning\Planning Cases\2021\21-001 - BSC Bldg 14 Addition - APUD\PC Packets Page 3 of 6 C. Setbacks – Meets Requirements Setbacks in the I-1 District are 50 feet for the front yard, 20 feet for the side yard with minimum of 40 feet total for both side yards, and 20 feet for the rear yard. The proposed addition meets all of the required setbacks. 2. Design Standards - Section 1325.05 and 1325.055 A. Aesthetics – Meets Requirements Exterior elevation plans submitted by the Applicant indicate that the proposed addition will utilize precast panels and prefabricated metal panels complimentary in color and texture to the existing building. As a condition of approval, staff recommends that The Applicant submit a materials board to compare proposed materials against the existing buildings on campus. B. Lighting – Meets Requirements Architectural lighting strips are located in the south wall of the addition, and there is a wall mounted light on the west side of the building. In addition, parking lot lighting on the south and east side of the building is proposed. Given the minimal outdoor lighting for the project and the distance from the adjacent residential areas, staff do not anticipate any issues with regard to lighting. However, as a condition of approval staff recommends the Applicant be required to provide photometric calculations for the lighting at the west property line. C. Screening and Fencing – Meets Requirements Screens and fencing help minimize adverse impacts of public nuisances, such as noise. According to City Code Section 1325.05, subd. 4, mechanical equipment requires screening to be constructed and located so as to completely screen them from view of adjacent streets and differing land uses. In addition to the mechanical penthouse, the Applicant is proposing a parapet wall to screen rooftop mechanical equipment. The height of this wall has been increased to meet the noise standards. D. Tree Preservation – Meets Requirements A Tree Preservation Plan is required as part of an application when City grading permit or erosion control permit is required. The Tree Protection Plan submitted by the Applicant shows that 95 caliper inches of significant trees are set for removal. The Ordinance allows 10% (36.2 caliper inches) to be removed without replacement. The remaining 58.8 caliper inches to be removed must be replaced at a ratio of 1 caliper inch for each 2 inches removed. The Applicant is required to replant 29.4 caliper inches. The proposed landscaping plan identifies a total of 63.5 caliper inches of replacement trees. The proposed replacement trees included a variety of deciduous and evergreen trees. As a condition of approval, staff recommends a landscaping letter of credit or escrow be required. E. Parking, Traffic, and Circulation – Meets Requirements The Applicant is proposing to provide an additional 10 parking spaces, and submitted Proof of Parking calculations for an addition 88 spaces. The addition of 17,450 square feet of floor area requires an additional 18 spaces. The new spaces plus proof of parking meets this requirement. City of Arden Hills Planning Commission Meeting for April 7, 2021 P:\Planning\Planning Cases\2021\21-001 - BSC Bldg 14 Addition - APUD\PC Packets Page 4 of 6 2. 1355.04 Procedural Requirements for Specific Applications A public hearing for a PUD Amendment request is required before the request can be brought before the City Council. The applicant or its representative shall be given the opportunity to appear before the Planning Commission to answer questions or give explanations regarding the proposal. Upon completion of the public hearing and its study and consideration of the application, the Planning Commission shall submit its written report, containing its findings, conclusions, and recommendations as to the application, to the City Council. Under Section 1355.06 subd.4, an application for an amendment shall be administered in the same manner as required for a new application. Any structural alteration, enlargement or intensification change in site plan, or similar change not specially permitted, shall require City Council action and all procedures shall apply as if a new application were being requested; provided, however, that when such changes are deemed to be insignificant by the Zoning Administrator, the requirements of a public hearing may be waived. Additional Review Building Official The Building Official has reviewed the plans and has no additional comments at this time. A Building Permit will be required prior to any construction taking place. Public Works Director/City Engineer The Public Works Director/City Engineer has reviewed the plans and has provided the Applicant with a comment letter (Attachment D) and all comments shall be adopted herein by reference as a condition of approval. Findings of Fact The Planning Commission must make a finding as to whether or not the proposed application would adversely affect the surrounding neighborhood or the community as a whole based on the aforementioned factors. Staff offers the following findings for consideration: 1. The Boston Scientific campus at 4100 Hamline Avenue North operates under a Planned Unit Development (PUD) that was originally approved in 2002 for the Guidant Corporation. 2. The last update to the PUD and Campus Master Plan took place in in 2020 when the City approved a loading dock addition to the South side of Building 10 (Planning Case 19- 018). 3. New building construction or site modification identified on the approved Campus Master Plan requires the submittal of a Site Plan Review application prior to construction. 4. For building construction or site modifications not included on the Master Plan, a PUD Amendment is required. 5. The proposed addition to Building 14 is not shown on the current Master Plan. 6. A public hearing for a PUD Amendment request is required before the request can be brought before the City Council. 7. The Planning Commission conducted a public hearing on April 7, 2021. City of Arden Hills Planning Commission Meeting for April 7, 2021 P:\Planning\Planning Cases\2021\21-001 - BSC Bldg 14 Addition - APUD\PC Packets Page 5 of 6 Options and Motion Language Staff has provided the following options and motion language for this case. The Planning Commission should consider providing additional findings of fact as part of the motion to support their recommendation for approval or denial. x Recommend Approval with Conditions: Motion to recommend approval of Planning Case 21-001 for a PUD Amendment and Site Plan Review of 4100 Hamline Avenue, based on the findings of fact and the submitted plans, as amended by the conditions in the April 7, 2021 Report to the Planning Commission: 1. All conditions of the original Planned Unit Development shall remain in full force and effect. 2. Prior to the issuance of a grading permit, all items identified in the February 17, 2021 Engineering Division memo shall be addressed. All comments shall be adopted herein by reference. 3. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to these plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. 4. The proposed structures shall conform to all other regulations in the City Code. 5. A Grading and Erosion permit shall be obtained from the city’s Engineering Division prior to commencing any grading, land disturbance or utility activities. The Applicant shall be responsible for obtaining any permits necessary from other agencies, including but not limited to, MPCA, Rice Creek Watershed District, and Ramsey County prior to the start of any site activities. 6. Heavy duty silt fence and adequate erosion control around the entire construction site shall be required and maintained by the Developer during construction to ensure that sediment and storm water does not leave the project site. 7. The Applicant shall be responsible for protecting the proposed on-site storm sewer infrastructure and components and any existing storm sewer from exposure to any and all stormwater runoff, sediments and debris during all construction activities. 8. Prior to the issuance of a building permit, a landscape financial security equal to 125% of the cost of the landscaping to be installed on the site shall be submitted. The Applicant must submit a detailed cost estimate for the landscaping so staff can determine the final amount. Landscape financial security shall be held for two full growing seasons. 9. Prior to the issuance of a building permit, the Applicant shall submit a materials board to be approved in writing by staff. 10. All light poles, including base, shall be a maximum of 25 feet in height and shall be shoebox style, downward directed, with high-pressure sodium lamps or LED and flush lenses. Other than wash or architectural lighting, attached security lighting shall be shoebox style, downward directed with flush lenses. In addition, any lighting under canopies (building entries) shall be recessed and use a flush lens. The applicant must provide photometric calculations for the lighting at the west property line. 11. Once construction is complete and the equipment is operational, the Applicant must conduct a noise study to ensure the facility does not exceed maximum noise standards. If necessary, steps shall be taken to correct any deficiencies. City of Arden Hills Planning Commission Meeting for April 7, 2021 P:\Planning\Planning Cases\2021\21-001 - BSC Bldg 14 Addition - APUD\PC Packets Page 6 of 6 x Recommend Approval as Submitted: Motion to recommend approval of Planning Case 21- 001 for a PUD Amendment and Site Plan Review of 4100 Hamline Avenue, based on the findings of fact and the submitted plans in the April 7, 2021 Report to the Planning Commission. x Recommend Denial: Motion to recommend denial of Planning Case 21-001 for a PUD Amendment and Site Plan Review of 4100 Hamline Avenue, based on the following findings: findings to deny should specifically reference the reasons for denial and why those reasons cannot be mitigated. x Table: Motion to table Planning Case 21-001 for a PUD Amendment and Site Plan Review of 4100 Hamline Avenue: a specific reason and information request should be included with a motion to table. Public Comments The Applicant conducted a neighborhood meeting via Zoom on December 15, 2020. Following the meeting, a letter signed by several residents of the residential area to the west was submitted (see Attachment E). The Applicant reviewed these comments and addressed them at a City Council Workshop on March 22, 2021, and submitted the attached letter (see Attachment F). The applicant was planning to have an informal meeting with several residents on March 31, 2021. Any information received as a result will be presented to the Planning Commission at the meeting. Staff published a notice in the Pioneer Press as per City procedure. Public notices were mailed out on Friday, March 26, 2021. Deadline for Agency Actions The City of Arden Hills received the completed application for this request on March 9, 2021. Pursuant to Minnesota State Statute, the City must act on this request by May 8, 2021 (60 days), unless the City provides the petitioner with written reasons for an additional 60-day review period. With consent of the applicant, the City may extend the review period beyond the initial 120 days. Attachments A. Application Narrative B. Location Map C. Submittal Documents D. Engineering Comment letter E. Neighborhood Letter F. Response Letter G. Summary of Noise Study H. March 22, 2021 City Council Presentation Approved: CITY OF ARDEN HILLS, MINNESOTA PLANNING COMMISSION WEDNESDAY, APRIL 7, 2021 6:30 P.M. - ARDEN HILLS CITY HALL CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Chair Paul Vijums called to order the regular Planning Commission meeting at 6:30 p.m. Due to the COVID-19 pandemic this meeting was held virtually. ROLL CALL Present were: Chair Paul Vijums, Commissioners Steven Jones, James Lambeth, Subbaya Subramanian, Kurtis Weber, and Jonathan Wicklund. Absent: Commissioners Marcie Jefferys and Clayton Zimmerman. Also present were: Planning Consultants Jane Kansier and Corinne Bemus; City Administrator Dave Perrault; and Councilmember Brenda Holden. APPROVAL OF AGENDA – APRIL 7, 2021 Chair Vijums stated the agenda will stand as published. APPROVAL OF MINUTES January 6, 2021 – Planning Commission Regular Meeting Commissioner Subramanian moved, seconded by Commissioner Jones, to approve the January 6, 2021, Planning Commission Regular Meeting as presented. A roll call vote was taken. The motion carried unanimously (6-0). PLANNING CASES A. Planning Case 21-001; Boston Scientific Building 14 Addition – Amendment to Planned Unit Development – Public Hearing Planning Consultant Kansier stated Lorne Rothbauer of Boston Scientific (“The Applicant”) is requesting Amended Planned Unit Development and Site Plan Review for a proposed project on 4100 Hamline Avenue N (“Subject Property”) to renovate a 17,450 square foot addition to the Attachment H ARDEN HILLS PLANNING COMMISSION – April 7, 2021 2 south side of Building 14, in the northwest corner of the Arden Hills campus near Innovation Way. The purpose of this facility is the development and production of lithium batteries for use in medical devices. The primary space in the facility is a ‘dry room,’ a space maintained at less than 1% relative humidity, which is required for handling lithium. Ancillary functions in the addition include office and conference space. Planning Consultant Kansier explained the Boston Scientific campus at 4100 Hamline Avenue North operates under a Planned Unit Development (PUD) that was originally approved in 2002 for the Guidant Corporation. The last update to the PUD and Campus Master Plan took place in 2020 when the City approved a loading dock addition to the South side of Building 10. Before that, in 2017, the City approved a 5,330 square foot building addition on the northeast corner of Building 9 (Planning Case 17-013). New building construction or site modification identified on the approved Campus Master Plan requires the submittal of a Site Plan Review application prior to construction. For building construction or site modifications not included on the Master Plan, a PUD Amendment is required. The proposed addition to Building 14 is not shown on the current Master Plan and a PUD Amendment is therefore being requested. Planning Consultant Kansier reviewed the surrounding area, the Plan Evaluation and provided the Findings of Fact for review: 1. The Boston Scientific campus at 4100 Hamline Avenue North operates under a Planned Unit Development (PUD) that was originally approved in 2002 for the Guidant Corporation. 2. The last update to the PUD and Campus Master Plan took place in in 2020 when the City approved a loading dock addition to the South side of Building 10 (Planning Case 19- 018). 3. New building construction or site modification identified on the approved Campus Master Plan requires the submittal of a Site Plan Review application prior to construction. 4. For building construction or site modifications not included on the Master Plan, a PUD Amendment is required. 5. The proposed addition to Building 14 is not shown on the current Master Plan. 6. A public hearing for a PUD Amendment request is required before the request can be brought before the City Council. 7. The Planning Commission conducted a public hearing on April 7, 2021. Planning Consultant Kansier recommended approval of the Planning Case for a PUD Amendment and Site Plan Review of 4100 Hamline Avenue, based on the findings of fact and the submitted plans, as amended by the conditions in the April 7, 2021 Report to the Planning Commission: 1. All conditions of the original Planned Unit Development shall remain in full force and effect. 2. Prior to the issuance of a grading permit, all items identified in the February 17, 2021 Engineering Division memo shall be addressed. All comments shall be adopted herein by reference. 3. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to these plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. ARDEN HILLS PLANNING COMMISSION – April 7, 2021 3 4. The proposed structures shall conform to all other regulations in the City Code. 5. A Grading and Erosion permit shall be obtained from the city’s Engineering Division prior to commencing any grading, land disturbance or utility activities. The Applicant shall be responsible for obtaining any permits necessary from other agencies, including but not limited to, MPCA, Rice Creek Watershed District, and Ramsey County prior to the start of any site activities. 6. Heavy duty silt fence and adequate erosion control around the entire construction site shall be required and maintained by the Developer during construction to ensure that sediment and storm water does not leave the project site. 7. The Applicant shall be responsible for protecting the proposed on-site storm sewer infrastructure and components and any existing storm sewer from exposure to any and all stormwater runoff, sediments and debris during all construction activities. 8. Prior to the issuance of a building permit, a landscape financial security equal to 125% of the cost of the landscaping to be installed on the site shall be submitted. The Applicant must submit a detailed cost estimate for the landscaping so staff can determine the final amount. Landscape financial security shall be held for two full growing seasons. 9. Prior to the issuance of a building permit, the Applicant shall submit a materials board to be approved in writing by staff. 10. All light poles, including base, shall be a maximum of 25 feet in height and shall be shoebox style, downward directed, with high-pressure sodium lamps or LED and flush lenses. Other than wash or architectural lighting, attached security lighting shall be shoebox style, downward directed with flush lenses. In addition, any lighting under canopies (building entries) shall be recessed and use a flush lens. The applicant must provide photometric calculations for the lighting at the west property line. 11. Once construction is complete and the equipment is operational, the Applicant must conduct a noise study to ensure the facility does not exceed maximum noise standards. If necessary, steps shall be taken to correct any deficiencies. Planning Consultant Kansier reviewed the options available to the Planning Commission on this matter: 1. Recommend Approval with Conditions 2. Recommend Approval as Submitted 3. Recommend Denial 4. Table Chair Vijums opened the floor to Commissioner comments. Commissioner Lambeth reported the proposed building height was five feet higher than was allowed within City Code. He understood the excess height was due to the mechanical equipment penthouse which enclosed the equipment that would typically be mounted on the roof. Jeff Hale, Facility Engineer for Boston Scientific, reported this was the case. Commissioner Lambeth explained the purpose of this facility was to manufacture lithium batteries for use in medical devices. Mr. Hale stated this was correct. ARDEN HILLS PLANNING COMMISSION – April 7, 2021 4 Commissioner Lambeth questioned if the mechanical penthouse was created after receiving feedback from the neighbors. Mr. Hale commented this design was proposed to address the comment and concerns regarding sound raised by the neighbors. Commissioner Subramanian inquired why Building 14 was selected for expansion. Loren Rothbauer, Director of Facilities for Boston Scientific, reported an extensive process was taken on to determine where lithium battery growth should be managed on the Boston Scientific campus. He explained his team looked internationally, elsewhere in the United States and at three different locations on the Arden Hills campus. In the end, it was determined the best location was adjacent to the existing dry room. Commissioner Subramanian questioned if the proposed mechanical penthouse could be located elsewhere. Mr. Hale indicated the site south of Building 14 would be constrained vertically and by the Rice Creek Watershed. For this reason, he requested the mechanical penthouse be allowed to remain on the proposed building. Joseph Ford, RSV Architects, discussed the grading around Building 14 and noted there was a steep drop surrounding the building. He commented there was a functional advantage to have the mechanical equipment overhead versus being off to the side. He reported the mechanical penthouse was approximately 8,500 square feet in size. Commissioner Subramanian inquired what provisions were in place to ensure the noise levels would remain within the allowed limits. Mr. Hale stated the evaluation completed by ESI this year showed the current noise levels were within the City’s standards. He discussed the calculations that were completed to estimate future noise levels. He reported an additional noise study would be completed after the project was done to verify Boston Scientific has stayed within MPCA requirements. Commissioner Weber commented he walked the trail the other day and noted the loudest noise he heard was coming from the air equipment on the northwest corner of Building 14. He asked if it was the intent to move this equipment. Mr. Hale explained the intent would be to remove this equipment in order to have a new system that would be installed in the mechanical penthouse. Mr. Rothbauer discussed the existing equipment that was attached to Building 14 and noted the processed chilled water system would be removed altogether, which would help reduce noise levels. Commissioner Weber questioned if production at Building 14 would increase significantly. ARDEN HILLS PLANNING COMMISSION – April 7, 2021 5 Mr. Rothbauer stated not at first, but rather production would increase slowly over time. Commissioner Wicklund asked how far away this addition would be from the closest property line. Mr. Ford estimated the building was approximately 200 feet from the closest property line. Chair Vijums stated the building would be constructed in a way that would assist with reducing noise. He requested further information regarding the mechanical equipment that would be replaced. Mr. Hale discussed the equipment that would be replaced within the timeline of this project. Chair Vijums explained the City was working to change the allowed building height in Arden Hills from 35 feet to 40 feet. However, this was not yet approved. He appreciated the fact that Boston Scientific had worked to mitigate the noise that was coming from the building. Commissioner Jones indicated he was not terribly concerned about increasing the building height by five feet, especially considering this was an industrial site. He reported the screening would not be just a sight barrier, but would also be noise insulated. Mr. Hale stated this was the case. Chair Vijums opened the public hearing at 7:14 p.m. Chair Vijums invited anyone for or against the application to come forward and make comment. _____________ Mills, 1280 Winridge Drive, thanked the Boston Scientific group for working with the neighbors in a positive manner. He appreciated City Administrator Perrault for facilitating these actions. He reported this was the only industrial site in Arden Hills that was adjacent to neighborhood homes. He encouraged the Commission to consider only win-win situations. He feared how a louder and taller building would impact his neighborhood. He recommended the City work with the applicant to reduce the noise levels and that the proposed expansion fall within the building height requirements. Commissioner Lambeth questioned when Mr. Mills moved into his home. Mr. Mills stated he moved into his home in July of 2018. Commissioner Lambeth asked if Mr. Mills was aware that the structure he was complaining about was built 10 years prior to that date. Mr. Mills reported he was aware that in 2006 Building 14 was expanded and the noise measured at that time was not in compliance with MPCA requirements. Commissioner Lambeth inquired if Mr. Mills did any due diligence regarding the Boston Scientific campus prior to closing on his home. ARDEN HILLS PLANNING COMMISSION – April 7, 2021 6 Mr. Mills stated he has lived in this exact neighborhood since 2009. Commissioner Lambeth commented then, that Mr. Mills would have been aware of the noise coming from this facility before he closed on the house. Mr. Mills explained, at the time, the noise being exhibited is different than the noise that was being projected two years ago due to a number of factors. He discussed how the removal of Boston Scientific trees to the west and south had adversely impacted the noise levels to adjacent residential property owners. Commissioner Lambeth questioned if the trash removal from Boston Scientific was early and loud. Mr. Mills reported this was the case. Chair Vijums encouraged Commissioner Lambeth to keep his line of questioning focused on the proposed building expansion and noted the garbage removal situation could be handled by staff with Boston Scientific. Commissioner Lambeth pointed out that Building 14 was not built until 2007/2008, which was 10 years earlier than Mr. Mills moved into his home. Mr. Mills stated he did not appreciate the interrogation from Commissioner Lambeth. He discussed the letter that was sent to the City on behalf of himself and his neighbors. Todd Vandeburg, 1266 Winridge Drive, explained he lived 42 years from the proposed addition. He reported he had noise concerns with Building 14 and noted these concerns were brought to the City in 2007. At that time, it was determined Boston Scientific was not in compliance with MPCA requirements and a noise study was completed. He noted he attended this noise study. He indicated he was not invited back for the second noise test. He requested a noise test be added for the enclosed mechanical room for Building 14. He stated noise concerns date back to 2007 when the last addition was put onto Building 14. He recommended Boston Scientific be held to the highest level of accountability given the fact this manufacturing plant abuts a residential neighborhood. Maria Peters, 1250 Winridge Drive, clarified the letter sent to the City by Mr. Mills was signed by all the members of the community, including herself. She noted she supported this communication. She explained she moved into her home on June 29, 2015. She discussed how she was woken up by the noise coming from Boston Scientific her first night in her house. David Brown, 1292 Winridge Drive, explained he has lived in his home since June of 2002. He reported one of the goals for moving into his home was to not have neighbors right next to him and to not have any disturbing noises. He stated he was concerned about how the new building height would impact the view from his property. He indicated he was concerned about the lack of screening and/or buffering along the west property line. He recommended the landscaping plan be a living document. He commented he did not move into his home to see an industrial skyline, but rather to live in a natural neighborhood. He noted he was a project engineer himself and he challenged Boston Scientific to be a good corporate citizen in order to minimize the impact of the ARDEN HILLS PLANNING COMMISSION – April 7, 2021 7 proposed expansion to the adjacent residential neighbors. He encouraged the City to consider the impact of this project on others and recommended a noise study be completed, as was done in 2007. Andrew Santani, 1253 Winridge Drive, commented this was his neighborhood too and he wanted to support his neighbors. He indicated he was a licensed architect in Minnesota. He questioned if there was any planning or consideration given to lowering the building five feet into the ground in order to stay within the 35 foot height restriction. He noted this project was adjacent to a residential neighborhood and did not abut I-694. He stated there were eight individual properties that would be impacted by this building expansion. He applauded Boston Scientific for working with these neighbors. He discussed the physical plant items that had been discussed on this property that were creating a noise nuisance. He questioned if a decibel reading had been taken from the back yards of the neighbors. He suggested this be completed by Boston Scientific. He discussed the difference between hope and scope. He recommended that this be taken into consideration when thinking about the sound being generated by the water chillers. Chair Vijums asked if Boston Scientific had a response to the public. Mr. Hale thanked the public for voicing their concerns. He reported Boston Scientific has worked hard to engage and partner with the public since December. He discussed the landscaping plan noting additional plantings were being planned for the west side of the building. He explained the noise concerns were based on past concerns and Boston Scientific was focused on today, how to promote better noise levels going into the future. Tony Baxter, ESI, commented on the noise findings that were taken in 2006, 2013 and again in January of 2021. He noted the recent measurements helped him to understand the noise from the overall environment. He stated he measured closer in to make sure he could separate out the noise generated by Boston Scientific versus other noise sources, such as traffic from I-694. He expected if measurements were taken from the adjacent yards, the noise levels would be the same or slightly lower as location A. He projected the noise generated by the new chillers would be lower than MPCA requirements. He reported combined with the existing noise from Boston Scientific, the noise levels would still be below 50 dba. He was confident that the new chillers that would be put on the roof addition will not significantly increase noise levels in the neighborhood. Mr. Hale reiterated that he would continue to evaluate the existing equipment that produces the majority of the noise from the campus to see how it can be reduced. He stated this was important to him to comply with MPCA requirements, and noted he was hearing the concerns of the neighbors. He then discussed the architectural features on the building. He reported the building could not be dropped five feet noting this would not lend well to coordinating efforts between the two dry rooms. Mr. Rothbauer thanked the Commissioners for their time and the public for voicing their concerns. He stated he prides himself for working at Boston Scientific. He believed Boston Scientific was a real stand up company. He discussed how hard Boston Scientific worked to be a good neighbor. He reported the feedback being provided was not going unheard. He noted Boston Scientific would be addressing the noise and landscaping concerns. There being no additional comment Chair Vijums closed the public hearing at 7:48 p.m. ARDEN HILLS PLANNING COMMISSION – April 7, 2021 8 Chair Vijums summarized the comments voiced by the public noting the request before the Commission was for a five foot variance to the building height. He stated it was his understanding the noise currently being generated by Boston Scientific was meeting MPCA requirements. He explained Condition 11 required Boston Scientific to complete a noise study after the building expansion was completed. He recommended that yearly noise studies be taken and that these results be shared with the City and that any deficiencies be addressed by Boston Scientific. He commented further on how the mechanical equipment would now be placed in a mechanical penthouse, along with the chillers, and believed this would greatly assist with addressing the noise concerns. He was of the opinion this was a win-win situation. Commissioner Weber supported the additional language for Condition 11, requiring Boston Scientific to completely yearly noise studies on Building 14. Commissioner Wicklund asked if it was a standard practice to require yearly inspections when there are noise issues. He questioned if this should this be handled by another agency or on an as needed basis. Planning Consultant Kansier stated she was uncertain how the City has managed noise concerns in the past but noted it was her experience this was not something staff should do. Rather, Boston Scientific would complete the study and the results would be submitted to staff for consideration. She explained most cities do not have the proper equipment to complete noise studies. She recommended that if Condition 11 is amended that it be made clear that the property owner would be responsible for completing the noise study. Commissioner Wicklund questioned if there were any other properties within Arden Hills that were required to submit annual noise audits to the City. Councilmember Holden reported there were not. Chair Vijums asked for motion to move Planning Case 21-001 forward adding Condition 12 requiring Boston Scientific to complete yearly noise studies. Commissioner Lambeth moved and Commissioner Weber seconded a motion to recommend approval of Planning Case 21-001 for a PUD Amendment and Site Plan Review of 4100 Hamline Avenue, based on the findings of fact and the submitted plans, as amended by the conditions in the April 7, 2021 Report to the Planning Commission adding Condition 12 to require Boston Scientific to complete yearly noise studies on Building 14 and to report these findings to the City of Arden Hills. Commissioner Wicklund stated he was in favor of the 11 conditions, but stated he did not support making a yearly noise audit a requirement for a five foot building height variance. He was of the opinion this would be addressed by Condition 11 as written by staff. Commissioner Jones explained he also supported the request with the 11 conditions as written by staff. He recommended that noise complaints drive the need for additional noise studies. A roll call vote was taken. The motion carried unanimously (6-0). To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. 1 CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2021-026 RESOLUTION APPROVING A CONDITIONAL USE PERMIT AMENDMENT AND SITE PLAN REVIEW FOR THE SUBJECT PROPERTY 3900 BETHEL DRIVE WHEREAS, City Staff received a land use application for 3900 Bethel Drive (“Subject Property”) for a Conditional Use Permit Amendment and Site Plan Review on February 16, 2021; WHEREAS, the Subject Property is located in the INST – Institutional Zoning District and is guided as Public & Institutional in the Land Use plan; WHEREAS, the Subject Property’s use as an educational institution was previously approved under a Conditional Use Permit Master Plan (“Planning Case No. 78-5”); WHEREAS, a Conditional Use Permit Amendment is required when a proposed use is not identified within the existing Conditional Use Permit Master Plan; WHEREAS, the proposed improvements to the football field and the practice field are not included in the Conditional Use Permit Master Plan; WHEREAS, the Applicant has requested a Conditional Use Permit Amendment in order to convert the existing grass football field into a synthetic turf stadium field with a new track constructed around it and the existing grass practice field into a synthetic turf multi-purpose field; WHEREAS, the Applicant is also proposing changes to the lighting around the two fields, scoreboards, the spectator plazas, the perimeter fencing, and the grandstand and press box. Seating capacity will remain as is; WHEREAS, Subject Property meets the special district provisions for the INST District to operate an education institution use; WHEREAS, the City Council directed Staff to prepare a Land Use Application Public Policy Notification to notify all property owners within 1,000 feet of Subject Property when a request for the Planning Commission is to occur related to a land use application that requires a public hearing; WHEREAS, the City’s obligation has been met where the Arden Hills Planning Commission duly held a public hearing on April 7, 2021. All persons present at said meeting were given an opportunity to be heard and present written statements; and To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. 2 WHEREAS the Planning Commission considered the Applicant’s request for a Conditional Use Permit Amendment and Site Plan Review and, as such voted 6-0 in favor of the recommending approval with conditions. NOW, THEREFORE, BE IT RESOLVED THAT THE CITY COUNCIL OF THE CITY OF ARDEN HILLS: Hereby adopts Resolution 2021-026 approving Planning Case 21-002 for a Conditional Use Permit Amendment and Site Plan Review at the Subject Property 3900 Bethel Drive to convert the existing grass football field into a synthetic turf stadium field with a new track constructed around it and the existing grass practice field into a synthetic turf multi-purpose field. BE IT FURTHER RESOLVED that City Council approves Planning Case 21-002 for a Conditional Use Permit Amendment and Site Plan Review the Subject Property 3900 Bethel Drive, based on the findings of fact and the submitted plans in the April 26 and May 3, 2021 Reports to the City Council, as amended by the following conditions: 1. All conditions of the original Conditional Use Permit shall remain in full force and effect. 2. Prior to the issuance of a grading permit, all items identified in the March 11, 2021 Engineering Division memo shall be addressed. All comments shall be adopted herein by reference. 3. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to these plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. 4. The proposed structures shall conform to all other regulations in the City Code. 5. A Grading and Erosion permit shall be obtained from the city’s Engineering Division prior to commencing any grading, land disturbance or utility activities. The Applicant shall be responsible for obtaining any permits necessary from other agencies, including but not limited to, MPCA, Rice Creek Watershed District, and Ramsey County prior to the start of any site activities. 6. Heavy duty silt fence and adequate erosion control around the entire construction site shall be required and maintained by the Developer during construction to ensure that sediment and storm water does not leave the project site. 7. The Applicant shall be responsible for protecting the proposed on-site storm sewer infrastructure and components and any existing storm sewer from exposure to any and all stormwater runoff, sediments and debris during all construction activities. 8. Prior to the issuance of a grading permit, a landscape financial security equal to 125% of the cost of the landscaping to be installed on the site shall be submitted. The Applicant must submit a detailed cost estimate for the landscaping so staff can determine the final amount. Landscape financial security shall be held for two full growing seasons. 9. Prior to the issuance of a grading permit, a landscaping letter of credit or escrow shall be required. 10. The Applicant shall be required to provide photometric calculations for the lighting at the property lines of all adjacent residential properties indicating the plan meets ordinance requirements. To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. 3 11. A separate permit shall be required for the scoreboard. The scoreboard must meet all requirements of City Code Section 1250.05. PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 3rd DAY OF MAY, 2021. ________________________________ David Grant, Mayor ATTEST: ______________________________ Julie Hanson, City Clerk Planning Case #21-002 –Public Hearing Required Applicant: Bethel University Property Location: 3900 Bethel Drive Request: Conditional Use Permit Amendment and Site Plan Review Zoning: INST District Land Use: Public and Institutional Acreage: 191.32 1 Overview Request •The Applicant is proposing to update the existing football and practice fields located in the southern quadrant of their main campus at 3900 Bethel Drive. •The Applicant is proposing to convert the existing grass football field into a synthetic turf stadium field with a new track constructed around it and the existing grass practice field into a synthetic turf multi-purpose field. •The Applicant is also proposing changes to the lighting around the two fields, the spectator plazas, the perimeter fencing, and the grandstand and press box. Seating capacity will remain as is. Background •Bethel University operates under a CUP Master Plan. As the university comes forward with plans, they are reviewed against the Master Plan for consistency. •Building plans that are consistent with the Master Plan require a Site Plan Review. A CUP Amendment is required when plans are not included in the approved Master Plan. •The two proposed improvements to the football field and the practice field are not included on the Master Plan and a CUP Amendment is therefore required. Approvals •The application requires an amendment to the CUP Master Plan. •Site Plan review is required as part of the CUP process. 4 Plan Evaluation –District Requirements INST District Requirements Proposed Use Building Footprint 35%Maximum N/A –Not Proposing Additional Structures Minimum Landscape Area 75% Minimum Meets Requirements Height 35 feet Maximum N/A –Not Proposing Additional Structures Setbacks 100 feet from Abutting Residential Properties No Structures within 100 feet of Abutting Residential Properties Plan Evaluation –Lighting •The Applicant is proposing the addition of a four (4) pole lighting system that would include 80’ and 90’ tall poles with Musco "Light Structure" LED fixtures around the football field. •The two (2) lights on the Southeast side of the football field will light both the football field and the practice field. •There is currently no lighting around either the football field or the practice field. Plan Evaluation –Lighting •Section 1325.05 Subd. 3 requires lighting to direct light away from adjoining lots and public streets and for the source of illuminate to be hooded or concealed to direct the lighting only on the site to which it is intended. •The Applicant is proposing lighting fixtures that are shielded on all four sides to direct the lighting down towards the fields. All lighting proposed will face downward onto the field. Plan Evaluation –Lighting •Any light shall not cast light that exceeds a meter reading of one (1) foot candle on adjoining public streets or 0.4 foot candles on adjoining residential property. •The Applicant is proposing a maximum illumination of 1.28 foot candles at the Bethel property line. •All illumination readings over 0.4 foot candles are located at least 200 feet from the nearest residential property. •As a condition of approval staff recommends the Applicant be required to provide photometric calculations for the lighting at the property lines of all adjacent residential properties. Plan Evaluation –Screening and Fencing •The football and practice field update will be screened using a mix of landscaping and fencing. •The Applicant is proposing a six (6) foot tall chain link fence around the perimeter of the proposed football and practice fields. •The proposed fencing would be constructed south of the new dirt access drive and track and field event pavement, near the southern property line. Plan Evaluation –Tree Preservation •The Applicant is proposing the removal of 403 caliper inches of trees. •Section 1325.055 Subd. 5 states mitigation shall not be required for removing, cutting, or killing trees when fewer than 10% of the caliper inches of the significant trees on the property are cut, removed, or killed. •The Subject Property includes 37,880 caliper inches of significant trees, meaning the Applicant is proposing the removal of 1.06% of trees located on the Subject Property. •The proposed landscaping plan identifies a total of 78 caliper inches of replacement trees, all three (3) caliper inch Heritage Oak trees. Plan Evaluation –Accessory Structures •The Applicant will replace the existing plaza with bituminous and concrete pavement. •The new spectator walks/plazas would be constructed around the perimeter of the proposed football field and track. •The Applicant is also proposing to add bituminous pavement around the track and field event pavement, located south of the football field. Plan Evaluation –Accessory Structures •The Applicant is not proposing changes to the grandstand (home bleachers) or press box. •The Applicant is proposing to relocate the existing visitor bleachers to line up with the proposed football field. •The Applicant is not proposing additional or larger bleachers or press box as part of this application. Plan Evaluation –Accessory Structures •The existing incandescent scoreboard will be removed and replaced with a new LED/Video-capable scoreboard on the southwest side of the proposed football field and track. •The scoreboard will face the spectator seating, with the back of the scoreboard facing the neighborhood and railroad. •The existing scoreboard is approximately 20’ wide by 20’ high. The proposed scoreboard will be approximately 25’ wide by 25’ high. •A separate permit will be required for the scoreboard. Plan Evaluation –Parking, Traffic, & Circulation •The proposed additions are not anticipated to generate additional parking demand on the campus because the seating capacity will remain as is. •Users of the proposed football and practice fields will continue to use either the Heritage Parking Lot, located north of the fields, or the SoHo Parking Lot, located east of the fields. Public Notice •The Applicant conducted a neighborhood meeting via Zoom on February 9, 2021. One resident was in attendance, and the Applicant did not receive community pushback at this meeting. •Staff published a notice in the Pioneer Press as per City procedure. Public notices were mailed out on Friday, March 26, 2021. •Staff have not received any public comments regarding this application as of April 7, 2021. Procedural Requirements for Conditional Use Permits When reviewing a CUP, the Planning Commission should consider the health, safety, convenience and general welfare of surrounding occupants and the greater community, by considering the following factors: •Existing and anticipated traffic and parking conditions; •Noise, glare, odors, vibration, smoke, dust, air pollution, heat, liquid or solid waste, and other nuisance characteristics; •Drainage; •Population density; •Visual and land use compatibility with uses and structures on surrounding land; adjoining land values; •Park dedications where applicable; and the •Orderly development of the neighborhood and the City within the general purpose and intent of this ordinance and the Comprehensive Development Plan for the City. •Approval with Conditions: Motion to approve Planning Case 21-002 for a Conditional Use Permit Amendment and Site Plan Review at 3900 Bethel Drive, based on the findings of fact and submitted plans, subject to the eleven (10) conditions. •Approval without Conditions: Motion to approve Planning Case 21- 002 for a Conditional Use Permit Amendment and Site Plan Review at 3900 Bethel Drive, based on the findings of fact and submitted plans in the report to the City Council. 21 Proposed Motion Language •Denial:Motion to deny Planning Case 21-002 for a Conditional Use Permit Amendment and Site Plan Review at 3900 Bethel Drive, based on the following findings of fact: the City Council should identifyfindings to deny should specifically reference the reasons for denial and why those reasons cannot be mitigated. •Table:Motion to table Planning Case 20-022 for a Planning Case 21-002 for a Conditional Use Permit Amendment and Site Plan Review at 3900 Bethel Drive, for the following reasons: the City Council should identify a specific reason and/or information request should be included with a motion to table. 22 Proposed Motion Language